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Home My WebLink AboutCarmel ESS - 100%_BID AND PERMIT SET incl. BID ADD. #1-5PROJECT LOCATION 155 CARMEL DRIVE CARMEL, IN 46032 PROJECT LOCATION 155 CARMEL DRIVE CARMEL. IN 46032 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 G001 COVER SHEET 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff -Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER BUILDING INFORMATIONPROJECT CONTACTS DESIGN TEAM CONTACTS SITE LOCATION ARCHITECT PH 317 264-8162 Indianapolis, Indiana 46202 618 East Market Street Axis Architecture + Interiors DRAWING INDEX BUILDING LOCATION CLIENT CARMEL Extra Space Storage 155 CARMEL DRIVE, CARMEL, IN Weihe Engineers 10505 N. College Avenue Brad Schoeff -Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 AUGUST 27, 2020 - 100% BID & PERMIT SET Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 DREW WHITE, Partner in Charge GEOFF DESMIT, Project Manager CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER First Floor CONSTRUCTION TYPE USE GROUP BUILDING GROSS AREA Second Floor Third Floor B, S-2 II-B GROSS AREA TOTAL AUGUST 17TH, 2020 - 100% PERMIT DOCUMENTS SETAUGUST 27TH, 2020 - 100% BID & PERMIT SET............DWG # DRAWING NAME ● ● A700 FINISH SCHEDULES AND SPECIFICATIONS MECHANICAL ● ● M001 HVAC SYMBOLS, NOTES, ABBREVEATIONS ● ● M002 HVAC DETAILS AND SCHEDULES ● ● M100 FIRST FLOOR HVAC PLAN ● ● M200 SECOND FLOOR HVAC PLAN ● ● M300 THIRD FLOOR HVAC PLAN ● ● M400 ROOF HVAC PLAN AREA PLUMBING ● ● P001 PLUMBING ABBREVIATIONS, SYMBOLS & SPECIFICATIONS ● ● P002 PLUMBING DETAILS AND SCHEDULES ● ● P100 FIRST FLOOR WASTE PLAN ● ● P101 FIRST FLOOR WATER PLAN ● ● P200 SECOND FLOOR PLUMBING ● ● P300 THIRD FLOOR PLUMBING ● ● P400 ROOF TOP PLUMBING PLAN ELECTRICAL ● ● E001 ELECTRICAL ABBREVIATIONS, SYMBOLS & SPECIFICATIONS ● ● E002 ELECTRICAL DETAILS & RISER DIAGRAM ● ● E003 ELECTRICAL SCHEDULES AND ENLARGED OFFICE ● E050 ELECTRICAL SITE PLAN ● ● E100 FIRST FLOOR ELECTRICAL PLAN ● ● E200 SECOND FLOOR ELECTRICAL PLAN ● ● E300 THIRD FLOOR ELECTRICAL PLAN ● ● E400 ELECTRICAL ROOF PLANAUGUST 17TH, 2020 - 100% PERMIT DOCUMENTS SETAUGUST 27TH, 2020 - 100% BID & PERMIT SET............DWG # DRAWING NAME GENERAL ● ● G001 COVER SHEET ● ● G002 CODE REVIEW ● ● G003 FIRST FLOOR LIFE SAFETY PLAN ● ● G004 SECOND FLOOR LIFE SAFETY PLAN ● ● G005 THIRD FLOOR LIFE SAFETY PLAN CIVIL ● ● C001 TITLE SHEET ● ● C100 EXISTING CONDITIONS ● ● C101 EXISTING CONDITIONS ● ● C102 STORMWATER POLLUTION PREVENTION PLAN PHASE I ● ● C103 STORMWATER POLLUTION PREVENTION PLAN PHASE II ● ● C104 STORMWATER POLLUTION PREVENTION PLAN SPECS ● ● C105 STORMWATER POLLUTION PREVENTION PLAN DETAILS ● ● C106 STORMWATER POLLUTION PREVENTION PLAN DETAILS ● ● C200 SITE PLAN ● ● C201 SITE PLAN DETAILS ● ● C300 GRADING PLAN ● ● C600 DRAINAGE PLAN ● ● C601 DRAINAGE DETAILS ● ● C602 DRAINAGE DETAILS ● ● C603 OVERLFOW ROUTING PLAN ● ● C604 OVERFLOW ROUTING PLAN ● ● C800 UTILITY PLAN ● ● C801 UTILITY PLAN DETAILS ● ● C900 SPECIFICATIONS ● ● C901 SPECIFICATIONS ● ● C902 SPECIFICATIONS LANDSCAPE ● ● L100 LANDSCAPE PLAN ● ● L200 LANDSCAPE PLAN DETAILS STRUCTURAL ● ● S001 GENERAL STRUCTURAL NOTES ● ● S101 FOUNDATION PLAN ● ● S102 SECOND FLOOR FRAMING PLAN ● ● S103 THIRD FLOOR FRAMING PLAN ● ● S104 ROOF FRAMING PLAN ● ● S201 SECTIONS AND DETAILS ● S202 SECTIONS AND DETAILS ● S203 SECTIONS AND DETAILS ARCHITECTURAL ● ● A001 GENERAL NOTES, SYMBOLS, LEGENDS AND EXTERIOR WALLS ● ● A002 INTERIOR WALL TYPES AND DETAILS ● ● A003 ADA DETAILS ● ● A101 FIRST FLOOR CONSTRUCTION PLAN ● ● A102 SECOND FLOOR CONSTRUCTION PLAN ● ● A103 THIRD FLOOR CONSTRUCTION PLAN ● ● A104 ROOF PLAN ● ● A110 ENLARGED PLANS ● ● A120 STAIR PLANS AND SECTIONS ● ● A121 STAIR PLANS AND SECTIONS ● ● A122 STAIR DETAILS ● ● A201 EXTERIOR ELEVATIONS ● ● A202 EXTERIOR ELEVATIONS ● ● A204 3D EXTERIOR VIEWS ● ● A301 BUILDING SECTIONS ● ● A302 BUILDING SECTIONS ● ● A303 WALL SECTIONS ● ● A304 WALL SECTIONS ● ● A305 WALL SECTIONS ● ● A306 WALL SECTIONS ● ● A307 WALL SECTIONS ● ● A310 SECTION DETAILS ● ● A311 SECTION DETAILS ● A401 SOFFIT REFLECTED CEILING PLAN ● ● A501 DOOR SCHEDULE ● ● A502 EXTERIOR DOOR AND STOREFRONT DETAILS ● ● A503 WINDOW AND STOREFRONT ELEVATIONS ● ● A601 INTERIOR ELEVATIONS ● ● A610 MILLWORK SECTIONS 18,309 SQ. FT. 21,177 SQ. FT. 21,177 SQ. FT. 60,663 SQ. FT. #DESCRIPTION DATE 07/14/21 APPLICABLE CODES CONSTRUCTION TYPE OCCUPANCY CLASSIFICATION ALLOWABLE AREA FIRE PROTECTIONS SYSTEMS SCOPE OF PROJECT INCIDENTAL USE SEPARATIONS EGRESS CORRIDORS PANIC HARDWARE Type II-B - Permitted based upon allowable area and height for S-2, B occupancy. Tabular Area: 60,663 SQ. FT. 3 Stories Actual Area Per Floor: First Floor: 18,309 sf Second Floor: 21,117 sf Third Floor: 21,117 sf Total: 60,663 sf Sprinklers Provide per NFPA 13 Portable fire extinguishers Required per Carmel Indiana Local Code Smoke detection Recommend interconnected smoke alarms in sleeping areas as a minimum Standpipes Are not required based upon the elevation of the 2nd floor level at less than 30 feet above grade (905.3.1) Fire Alarm System Not required based upon a calculated occupant load of over 100 above or below the level or discharge. (907.2.2) Smoke Detectors Are required for HVAC shutdown for systems delivering in excess of 2000 CFM, and for elevator recall. (3003.2, 606.1 IMC) Exit signs Required (Sec. 1011. 1) Exit illumination Required (Sec. 1 006) with emergency power New three story personal storage facility. Incidental use areas are required to be provided with smoke tight construction. Partitions shall extend from the floor to the underside of the floor, roof deck above, or tight ceiling. Doors shall be self-closing or automatic-closing upon detection of smoke. Air-transfer openings shall be provided with smoke dampers. Duct work does not need to be dampered. (509.4.2) The following areas are considered incidental use areas: (IBC Table 509). Boiler and fuel equipment rooms over 400,000 BTU's/hour input. Laundry rooms over 100 sq. ft. Egress corridors are not require to be fire rated based upon automatic sprinkler protection. (1018.1) Required in an S occupancy. (1008.1.10) Indiana General Administrative Rules 2014 Indiana Building Code (2012 International Building Code with Indiana Amendments) 2014 Indiana Fire Code (2012 International Fire Code with Indiana Amendments) 2012 Indiana Plumbing Code (2006 International Plumbing Code with Indiana Amendments) 2008 National Electrical Code (2008 NFPA 70) 2014 Indiana Mechanical Code (2012 International Mechanical Code with Indiana Amendments) 2010 Indiana Energy Code (ASHRAE 90.1 2007) Americans with Disabilities Act Accessible Guidelines (ADAAG) for Buildings and Facilities American National Standards Institute Accessible and Usable Buildings and Facilities Standard (CABO/ANSI A117.1-2009) B, S-2 Occupancy (304.1) EGRESS TRAVEL DISTANCE Table 1016. 1, IBC limits the maximum travel distance in a sprinklered B occupancy to 300 feet. NUMBER OF EXITS 2 means of egress are required from rooms or areas with an occupant load exceeding 50 or a common path of travel exceeding 100 feet. (1015.1) # Exits First Floor 2 Second Floor 2 Third Floor 2 OTHER SEPARATION Electrical "Rooms" Electrical vaults > 600 volts 3 hour rating [IEC, Sec. 110. 31 (A)] Transformers Dry type< 112-1/2 kVA Not required [IEC 450.21. (A)] > 112-1/2 kVA 1 hour [IEC 4502. 1 (B)]; See exception Vaults See section IEC 450.41 for exceptions Switch gear-unenclosed In a vault following IEC 450.41 Switch gear over 35,000 volts through 450.48; See IEC 230.212 OCCUPANT LOAD AND EGRESS CAPACITY See Occupancy Schedule this sheet for building occupant load Total egress capacity provided exceed occupant load. Refer to plans this sheet. DOOR SWING Doors serving an area required to have two (2) or more exits shall swing in the direction of egress travel (IBC, Sec. 1 008.1.2). EXITING Doors serving an area required to have two (2) or more exits shall swing in the direction of egress travel (IBC, Sec. 1 008.1.2). CODE SUMMARY INDICATES ONE-HOUR RATED CONSTRUCTION INDICATES TWO-HOUR RATED CONSTRUCTION INDICATES EGRESS PATH INDICATES FIRE EXTINGUISHER LOCATIONFEC EGRESS CAPACITY TAG OCCUPANT LOAD OCCUPANT CAPACITY B 32 24000 SF OCCUPANCY TAGNUMBER OF OCCUPANTS SPACE FUNCTION FROM TABLE 1004.1.1 AREA OF SPACE (net or gross) B = Business/Office S = Storage M = Mechanical A = Assembly LIFE SAFETY PLAN LEGEND DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 G002 CODE REVIEW 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER # DESCRIPTION DATE 07/14/21 UP 100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10197 SF10 x 2024 SF5 x 549 SF10 x 5147 SF10 x 15147 SF10 x 15145 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.572 SF10 x 7.536 SF5 x 7.524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5153 SF10 x 15 153 SF10 x 15151 SF10 x 15253 SF10 x 2549 SF10 x 549 SF10 x 599 SF10 x 1024 SF5 x 5147 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.549 SF10 x 549 SF10 x 5100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 10252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25153 SF10 x 15 153 SF10 x 15252 SF10 x 25151 SF10 x 15249 SF10 x 25253 SF10 x 25157 SF10 x 1598 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 566 226 36" WIDE DOOR (34" USABLE) FEC FEC FEC 40 226 36" WIDE DOOR (34" USABLE) 38 226 72" WIDE DOOR (34" USABLE) 66 226 36" WIDE DOOR (34" USABLE) 66 226 36" WIDE DOOR (34" USABLE) ADA RESTROOM 2 HOUR RATED STAIRWELL 2 HOUR RATED ELEVATOR HOISTWAY COMMON PATH OF TRAVEL = 125' -0" COMMON PATH OF TRAVEL = 100' -0" 38 226 36" WIDE DOOR (34" USABLE) FEC 40 226 36" WIDE DOOR (34" USABLE) 40 226 36" WIDE DOOR (34" USABLE) 2 HOUR RATED STAIRWELL COMMON PATH OF TRAVEL = 120' -0" COMMON PATH OF TRAVEL = 78' -0"DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD GSD 08.17.2020 G003 FIRST FLOOR LIFE SAFETY PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff -Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/8" = 1'-0"02FIRST FLOOR LIFE SAFETY PLAN AREA A SCALE: 1/8" = 1'-0" 01FIRST FLOOR LIFE SAFETY PLAN AREA B #DESCRIPTION DATE 07/14/21 DN 102 SF10 x 10102 SF10 x 1099 SF10 x 10150 SF10 x 15100 SF10 x 10100 SF10 x 10100 SF10 x 10154 SF10 x 15F0102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10187 SF10 x 18.599 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 100 99 SF10 x 1049 SF10 x 5134 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15148 SF10 x 15148 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 100 F0199 SF10 x 20199 SF10 x 2049 SF10 x 549 SF10 x 525 SF5 x 599 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 10102 SF10 x 10149 SF10 x 15149 SF10 x 15134 SF10 x 13.5149 SF10 x 1549 SF10 x 599 SF10 x 10199 SF10 x 20104 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 1050 SF10 x 599 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 20199 SF10 x 2099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 2099 SF10 x 1099 SF10 x 10199 SF10 x 2049 SF10 x 599 SF10 x 10199 SF10 x 2049 SF10 x 5156 SF10 x 1524 SF5 x 599 SF10 x 1049 SF10 x 549 SF10 x 524 SF5 x 566 226 36" WIDE DOOR (34" USABLE) FEC FEC COMMON PATH OF TRAVEL = 204' -0"COMMON PATH OF TRAVEL = 169' -0"66 226 36" WIDE DOOR (34" USABLE) COMMON PATH OF TRAVEL = 135' -0" COMMON PATH OF TRAVEL = 140' -0" FEC 2 HOUR RATED STAIRWELL DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD GSD 08.17.2020 G004 SECOND FLOOR LIFE SAFETY PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff -Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/8" = 1'-0"02SECOND FLOOR LIFE SAFETY PLAN AREA A SCALE: 1/8" = 1'-0" 01SECOND FLOOR LIFE SAFETY PLAN AREA B #DESCRIPTION DATE 07/14/21 102 SF10 x 10102 SF 10 x 1099 SF10 x 10150 SF7.5 x 12.599 SF10 x 1099 SF10 x 1099 SF10 x 10153 SF7.5 x 12.549 SF10 x 599 SF10 x 10F099 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10103 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10F099 SF10 x 10148 SF10 x 13.5139 SF10 x 13.5134 SF10 x 13.5141 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 15149 SF10 x 15F5F5149 SF10 x 15149 SF10 x 1549 SF10 x 549 SF 10 x 549 SF10 x 598 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5149 SF10 x 15149 SF10 x 1599 SF10 x 1020 SF5 x 320 SF5 x 3102 SF10 x 10102 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 5DN 99 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 1599 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15150 SF10 x 1591 SF10 x 10149 SF10 x 15154 SF10 x 15149 SF10 x 15149 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 5149 SF10 x 15149 SF10 x 1599 SF10 x 1086 SF ELEV. 302 183 SF STAIR 301 21' - 0 3/4" 9' - 5 3/8" 66 226 36" WIDE DOOR (34" USABLE) FEC FEC COMMON PATH OF TRAVEL = 204' - 0"COMMON PATH OF TRAVEL = 169' - 0" 2 HOUR RATED STAIRWELL 2 HOUR RATED ELEVATOR HOISTWAY 66 226 36" WIDE DOOR (34" USABLE) COMMON PATH OF TRAVEL = 140' - 0" FEC 2 HOUR RATED STAIRWELL DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT Author GSD 08.17.2020 G005 THIRD FLOOR LIFE SAFETY PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/8" = 1'-0"02THIRD FLOOR LIFE SAFETY PLAN AREA A SCALE: 1/8" = 1'-0" 01THIRD FLOOR LIFE SAFETY PLAN AREA B #DESCRIPTION DATE 07/14/21 116th ST. CONSTRUCTION PLANS FOR EXTRA SPACE STORAGE - CARMEL 147 & 155 WEST CARMEL DRIVE CARMEL, IN 46032 DOCKET #PZ20010015-17 DP ADLS UV V C001TITLE SHEETW190582-C001 titleNO SCALE HAMILTON COUNTY PROJECT LOCATION PROJECT LOCATION LOCATION MAPAREA MAP PROJECT BM HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18 NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND RANGELINE ROAD. ELEV.844.55 (NAVD 88) SITE TBM CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON THE SOUTH SIDE OF CARMEL DRIVE. ELEV.831.54 (NAVD 88) BENCHMARK INFORMATION APPROXIMATELY 4.3 ACRES LOCATED AT 147 AND 155 WEST CARMEL DRIVE - PART OF SOUTHEAST 14, SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA LAND DESCRIPTION PLANS PREPARED FOR ADAM FRENCH PROPERTY, LLC 9000 KEYSTONE CROSSING, SUITE 660 INDIANAPOLIS, IN 46240 TELEPHONE: (317) 733-6400 CONTACT PERSON: JIM ADAMS EMAIL: JADAMS@FILCOLTD.COM 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 10. ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET AND CONFORM TO APPLICABLE LOCAL STANDARDS. 12. THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0209 G, DATED NOVEMBER 19, 2014. 13. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS & PLAT FOR EXACT INFORMATION. 14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE; NATIONAL WETLANDS INVENTORY MAP. GENERAL NOTES W S N E CITY OF CARMEL PLANNING ONE CIVIC SQUARE CARMEL, IN 46032 ANGIE CONN / ALEXIA LOPEZ TEL: 317/571-2417 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 JOHN THOMAS / ALEX JORDAN TEL: 317/571-2441 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE CARMEL, IN 46032 JIM BLANCHARD TEL: 317/571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 CHRIS ELLISON TEL: 317/571-2600 CARMEL CITY UTILITIES 30 W MAIN ST, SUITE 220 CARMEL, INDIANA 46032 JOHN DUFFY TEL: 317/571-2648 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 TEL: 317/776-8495 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET NOBLESVILLE, INDIANA 46060 TEL: 317/773-7770 HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DR. SUITE A NOBLESVILLE, INDIANA 46060 JASON LEMASTER TEL: 317/776-8500 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, IN 46280-1098 RYAN HARTMAN TEL: 317/844-9200 DUKE ENERGY 100 SOUTH MILL CREEK RD. NOBLESVILLE, INDIANA 46060 TEL: 317/776-5352 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 TEL: 317/776-4495 VECTREN GAS P.O. BOX 1700 NOBLESVILLE, INDIANA, 46060 TEL: 317/776-5573 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 TEL: 317/252-5168 OPERATING AUTHORITIES PLANS PREPARED BY WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, INDIANA 46280 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 CONTACT PERSON: BRAD SCHOEFF EMAIL: SCHOEFFB@WEIHE.NET REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS CARMEL DR. CITY CENTER DR. MAIN ST.RANGELINE RD. RANGELINE RD.GUILFORD RD.MAIN ST. 116th ST. CITY CENTER DR.PENNSYLVANIA ST.US 31US 31 OLD MERIDIAN ST.KEYSTONE AVE.KEYSTONE AVE.CARMEL DR. 116th ST.116th ST. CARMEL DR.RANGELINE RD. RANGELINE RD.SHEET INDEX Sheet Number Sheet Title C001 TITLE SHEET 1 & 2 ALTA NSPS LAND TITLE SURVEY C100 EXISTING CONDITIONS C101 EXISTING CONDITIONS C102 STORMWATER POLLUTION PREVENTION PLAN PHASE I C103 STORMWATER POLLUTION PREVENTION PLAN PHASE II C104 STORMWATER POLLUTION PREVENTION PLAN SPECS C105 STORMWATER POLLUTION PREVENTION PLAN DETAILS C106 STORMWATER POLLUTION PREVENTION PLAN DETAILS C200 SITE PLAN C201 SITE PLAN DETAILS C300 GRADING PLAN C600 DRAINAGE PLAN C601 DRAINAGE DETAILS C602 DRAINAGE DETAILS C603 OVERFLOW ROUTING PLAN C604 OVERFLOW ROUTING PLAN C800 UTILITY PLAN C801 UTILITY PLAN DETAILS C900 SPECIFICATIONS C901 SPECIFICATIONS C902 SPECIFICATIONS L100 LANDSCAPE PLAN L200 LANDSCAPE PLAN DETAILS CITY OF CARMEL STANDARD NOTES 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT 2. THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. 3. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 4. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUEST BY THE CITY TO ACCOMMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI-USE PATH, AND ANY OTHER REQUIRED IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 5. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 6. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. DESIGN DATA EXISTING ZONING: I-1 ZONING OVERLAY: RANGELINE OVERLAY (RL-OL) TOTAL ACREAGE: 4.37 ACRES NET ACREAGE: 4.37 ACRES LIMITS OF DISTURBANCE: 1.20 ACRES BUILDING COVER RATIO: 11% BUILDING SQUARE FOOTAGE: 20,121 SQUARE FEET IMPERVIOUS COVER RATIO: 87% (MAXIMUM ALLOWED - 90%) SETBACKS: 0' FRONT, 0' BACK 07/14/21 W W W G G N00°01'56"W(M)N00°49'00"E(D)178.64'(M) 180.08'(D)WEST C A R M E L D R I V E S00°05'46"E(M) S00°45'10"W(D) 411.64'N00°05'46"W(M) N00°45'10"E(D) 398.63'S89°17'51"W(M) N89°51'24"W(D) 226.23' S89°17'51"W(M) N89°51'24"W(D) 206.01' N89°25'05"E(M) S89°43'58"E(D) 206.02' N00°50'56"W(M) N89°26'06"E(M) S89°42'58"E(D) 189.95'S00°50'56"E(M)S00°00'00"E (D)181.33'(M) 182.73'(D)N89°48'49"E(M) S89°20'15"E(D) 190.00 ' N89°25'05"E(M) S89°43'58"E(D) 241.02' N00°01'56"W(M) N00°49'00"E(D) 4.56'S89°17'51"W(M) N89°51'24"W(D) 299.23' DELTA=10°06'20" R=561.07' T=49.61' L=98.96' CH BRG=N83°08'42"W(M) CH LEN=98.83'G G G GGWW WWC EEE EEE E EE EE E W WG GGGG C C CC C C C CCCC100EXISTING CONDITIONSW190582-C100 existing conditionsREVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWEXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSE N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS W S N E EXISTING AREAS TOTAL SITE = 4.37 AC. DISTURBED = 1.20 AC. PERVIOUS = 0.65 AC. IMPERVIOUS = 3.72 AC. PROJECT BM HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18 NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND RANGELINE ROAD. ELEV.844.55 (NAVD 88) SITE TBM CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON THE SOUTH SIDE OF CARMEL DRIVE. ELEV.831.54 (NAVD 88) BENCHMARK INFORMATION DEMO ASPHALT EXISTING CONCRETE EXISTING ASPHALT STONE * SITE DISCHARGE POINT 07/14/21 * C101EXISTING CONDITIONSW190582-C100 existing conditionsREVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWEXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS W S N E PROJECT BM HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18 NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND RANGELINE ROAD. ELEV.844.55 (NAVD 88) SITE TBM CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON THE SOUTH SIDE OF CARMEL DRIVE. ELEV.831.54 (NAVD 88) BENCHMARK INFORMATION DEMO ASPHALT EXISTING CONCRETE EXISTING ASPHALT STONE * SITE DISCHARGE POINT EXISTING AREAS TOTAL SITE = 4.37 AC. DISTURBED = 1.20 AC. PERVIOUS = 0.65 AC. IMPERVIOUS = 3.72 AC. 07/14/21 8 E OHU OHU OHUOHU OHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OH U G W W W G G W WEST C A R M E L D R I V E G G G G GW W WW C EEE EEEEE EEE E W WG GGGG C C CC C C CC CCD D D D D DDD DD D D D D D DD D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D DSTM STM STM STM STM STMSTM STM STM STM STM STM STMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS DRY POND RIP RAP REVETMENT PAD 9 13 17 16 14 14 6 6 20 20 7 7 77 7 8 9 22 22 10 15 7 17 2 2 SD SD SD SD SD SD SD SD SD SD SD SD SD SDIP SFSF SF SF SF SFSF SF SF SF SF SF SF SFSF SFIP IPIP IP 1 3 19 SFSF SF SFSF SFSF4 4 4 5 5 5 7 21 10 9 11 12 15 15 18 4 4 22 23 2 2 10 10 13 10 16 21 24 25 2626 2 SF SF 4 22 22 25 25 GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION ACTIVITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE INSTALLATION OF THE NEW WORK. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 3. UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE RELOCATED AND/OR CAPPED AND ABANDONED BEFORE CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF THE SITE. 5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF THE SITE. 6. ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING THE CONSTRUCTION PROCESS. 7. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 8. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED MAY BE DONE SO, AS LONG AS THE TREE(S) ARE RELOCATED TO AN APPROVED ALTERNATIVE LOCATION ON SITE. 9. IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITION PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING WORK. 10. CONTRACTOR TO CONNECT BACK ANY FIELD TILES FOUND DURING EXCAVATION AND MAINTAIN POSITIVE DRAINAGE. SITE PREPARATION / SWPPP PHASE 1 NOTES INSTALL PERMIT POSTING AREA. 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. USE EXISTING DRIVE AS CONSTRUCTION ENTRANCE. REFER TO DETAIL ON SHEET C105 IF THE ENTIRE ASPHALT DRIVE IS REMOVED DURING CONSTRUCTION. INSTALL CONCRETE WASHOUT. REFER TO DETAIL ON SHEET C105 INSTALL SILT FENCE. REFER TO DETAIL ON SHEET C105 INSTALL SILT WORM OR EQUAL. REFER TO DETAIL ON SHEET C106 LIMITS OF PROPOSED BUILDING REMOVE STORM SEWER LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C600 FOR NEW LOCATION(S). DISCONNECT AND RELOCATE SANITARY SEWER LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE WATER SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE ELECTRIC SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE TELEPHONE SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE CABLE SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). DISCONNECT AND RELOCATE GAS SERVICE LINE(S) AND APPURTENANCES AS SHOWN. COORDINATE WITH SHEET C800, ARCHITECTURAL DRAWINGS AND SERVICE PROVIDER FOR NEW LOCATION(S). CONTACT CHAD MILLER WITH VECTREN TO HAVE THE SERVICE LINE AND METER RETIRED OR RELOCATED PRIOR TO THE EXISTING BUILDING BEING DEMOLISHED. REMOVE BUILDING AND APPURTENANCES FROM EXISTING BUILDING LOCATION. REMOVE EXISTING CONCRETE STOOPS TO NEAREST JOINT (IF APPLICABLE) SAWCUT AND REMOVE EXISTING PAVEMENT FULL DEPTH. REMOVE EXISTING LANDSCAPING AND VEGETATION REMOVE EXISTING SIGN STAGING AREA. PROVIDE CONSTRUCTION DUMPSTER, FUELING AREA, AND PORT-O-LET AS NEEDED. REMOVE EXISTING BOLLARDS REMOVE AND RELOCATE EXISTING WHEEL STOPS REMOVE EXISTING FENCE REMOVE EXISTING GATE RAISE STRUCTURE TO THE NEW PAVEMENT GRADE. REFER TO SHEET C300 FOR NEW ELEVATIONS. SAWCUT AND REMOVE PAVEMENT FOR NEW WATER TAP AND STORM SEWER. REMOVE END SECTIONS. 15" PIPES TO BE EXTENDED. REFER TO SHEET C600. C102STORMWATER POLLUTION PREVENTION PLAN PHASE IW190582-C100 swppp1SWPPP PHASE 1 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY - STAGING AREA - POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS. - SILT WORM OR EQUAL - CONCRETE WASHOUT - SILT FENCE - LIMITS OF DISTURBANCE SD IP SF 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 D EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES EROSION CONTROL SPECIFICATIONS 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11. PORTABLE TOILETS MUST BE ANCHORED. WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A) FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFO FO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS PROJECT BM HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18 NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND RANGELINE ROAD. ELEV.844.55 (NAVD 88) SITE TBM CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON THE SOUTH SIDE OF CARMEL DRIVE. ELEV.831.54 (NAVD 88) BENCHMARK INFORMATION 21 22 23 DEMO ASPHALT EXISTING CONCRETE EXISTING ASPHALT EXISTING AREAS TOTAL SITE = 4.37 AC. DISTURBED = 1.20 AC. PERVIOUS = 0.65 AC. IMPERVIOUS = 3.72 AC. 24 25 26 ENTRANCE NOTE CONTRACTOR TO KEEP THE EXISTING DRIVE OPEN DURING CONSTRUCTION TO ALLOW EMERGENCY EQUIPMENT AND ACCESS TO BACK UNITS. 07/14/21 W W W W WEST C A R M E L D R I V E GGPROPOSED BUILDING 20,121SF± PER FLOOR F.F.E. = 829.85 D D D D D DDD DD D D D D D DD D D D D D D D D D D D D D D D D D D DD D D D D D D D D D D D D D D D D D D DCSTM STM STM STM STM STMSTM STM STM STM STM STM STMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS W W W W W W W W W W W W W WW W W WEE E E E E E E E EDRY POND RIP RAP REVETMENT PAD IP IP IP IP SD SD SD SD SD SD SD SD SD SD SD SD SD SDSFSF SF SFSF SFSFIP SF SF SF SF SF SFSF SF SF SF SF SF SF SFSF SF 6 5 4 1 1 1 1 7 8 9 2 3 10 11 12 13 CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVE. INDIANAPOLIS, IN 46268 TELEPHONE: (317) 846-6611 FAX: (317) 843-0546 EMAIL: PARKERF@WEIHE.NET CONTACT PERSON: FRED PARKER, CPESC -WARNING- THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. -NOTE- THIS PLAN INDICATES EROSION CONTROL MEASURES REQUIRED AFTER SOIL STRIPPING AND PAD BUILDING HAS TAKEN PLACE. COORDINATE WITH DEVELOPER FOR MEASURES REQUIRED UNTIL PROPERTY TURNED OVER FOR DEVELOPMENT. COORDINATE WITH SOIL CONSERVATION DISTRICT REPRESENTATIVE FOR ANY OTHER MEASURES REQUIRED DUE TO SITE CONDITIONS. DISTURBED ACREAGE =1.20± AC. LAND DESCRIPTION C103STORMWATER POLLUTION PREVENTION PLAN PHASE IIW190582-C101 swppp2SWPPP PHASE 2 LEGEND - INLET PROTECTION - USE SUBSURFACE INLET PROTECTION WITH OVERFLOW CAPABILITY - PERMANENT/TEMPORARY SEEDING USE PLANTING CHART - THE DRY POND BASIN BOTTOM TO BE PLANTED WITH NATIVE SEED MIX THEN TOPPED WITH AN EROSION BLANKET - EROSION CONTROL BLANKET - USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) IP D LINE TYPES UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN RIGHT OF WAY LINE CHAIN LINK FENCE BOARD FENCE WROUGHT IRON FENCE GUARD RAIL HAND RAIL SILT FENCE BUILDING SETBACK LINE BOUNDARY LINE FLOW LINE G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM SF SF AERIAL FIBER OPTIC CABLEFO(A) FO(A) SECTION LINE FARM FENCE UNDERGROUND FIBER OPTICFO FO INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER STORM SEWER EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. EROSION CONTROL SPECIFICATIONS 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11. PORTABLE TOILETS MUST BE ANCHORED.REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS PROJECT BM HARRISON MONUMENT AT THE EAST QUARTER CORNER OF SECTION 36, TOWNSHIP18 NORTH, RANGE 03 EAST PER HAMILTON COUNTY SURVEYOR'S OFFICE CORNER NUMBER 18033606. LOCATED IN THE SOUTHBOUND LANE OF RANGELINE ROAD APPROXIMATELY 190 FEET NORTH OF THE INTERSECTION OF EXECUTIVE DRIVE AND RANGELINE ROAD. ELEV.844.55 (NAVD 88) SITE TBM CUT 'X' ON THE SOUTH BONNET BOLT OF A FIRE HYDRANT LOCATED APPROXIMATELY 22 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SURVEYED REAL ESTATE ON THE SOUTH SIDE OF CARMEL DRIVE. ELEV.831.54 (NAVD 88) BENCHMARK INFORMATION APPROXIMATELY 4.3 ACRES LOCATED AT 147 AND 155 WEST CARMEL DRIVE - PART OF SOUTHEAST 14, SECTION 36, TOWNSHIP 18 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA DRAINAGE PLAN NOTES DOWNSPOUTS TO CONNECT TO PROPOSED ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PLANS. TRENCH DRAIN CONNECT TRENCH DRAIN TO PROPOSED STRUCTURE WATER QUALITY UNIT CONTROL STRUCTURE DIVERSION STRUCTURE 12' WIDE EMERGENCY OVERFLOW. INSTALL NEW BEEHIVE STRUCTURE. CONNECT TO EXISTING 15" PIPE AND EXTEND NEW 15" PIPE WEST TO NEW STRUCTURE WEST OF THE PROPOSED SIDEWALK. RECONNECT 6" OUTLET FROM THE DRAIN TO STRUCTURE 304. NATIVE PLANTINGS WITHIN BASIN. REFER TO SPECS ON SHEET C601. SIGN FOR NATIVE PLANTINGS. DETAIL ON SHEET C601. CONNECT STRUCTURE 900 TO EXISTING 15" PIPE STONE LEVEL SPREADER WITH UNDER DRAIN. REFER TO DETAIL ON SHEET C601 1 2 3 4 5 6 7 8 9 10 11 12 13 07/14/21 SECTION 2 MATERIAL HANDLING AND SPILL PREVENTION PLAN IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1. CONSTRUCTION EQUIPMENT A. FUELING, LUBRICATION AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE CONSTRUCTION MANAGER, SO THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE-FUELING TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR STONE, WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT. B. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN A PROPER MANNER. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINER, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2. CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGATATED. B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AS A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. 3. CONCRETE WASTE WATER A. ALL CONCRETE WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA IS TO BE A 3' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM. WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED, PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER MANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE DEPARTMENT SHOULD BE CONTACTED IMMEDIATELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. SECTION 1 EMERGENCY RESPONSE NUMBERS EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT 317-571-2600 CARMEL POLICE DEPARTMENT 317-571-2500 INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 INDIANA DEPT. OF ENVIRONMENTAL MANAGEMENT 317-233-7745 HAMILTON COUNTY COUNTY SOIL AND WATER 317-773-1406 CITY OF CARMEL ENGINEERING 317-571-2441 RULE 6. SPILLS OF OIL AND OTHER OBJECTIONABLE SUBSTANCES; REPORTING, CONTAINMENT AND CLEANUP (REPEALED BY WATER POLLUTION CONTROL BOARD; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734) RULE 6.1. SPILLS; REPORTING, CONTAINMENT, AND RESPONSE 327 IAC 2-6.1-1 APPLICABILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 1. THIS RULE APPLIES TO THE REPORTING AND CONTAINMENT OF, AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANTITY, TYPE, DURATION AND IN A LOCATION AS TO DAMAGE THE WATERS OF THE STATE. NOTHING IN THIS RULE IS INTENDED TO AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER FEDERAL, STATE, OR LOCAL LAWS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-2 SPECIAL AREAS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE IS A KARST REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KOSCIUSKO, AND LAGRANGE COUNTIES CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED IN 42 U.S.C. 300H-3(E). THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO DAMAGE FROM SPILLS IN THESE AREAS, AND CARE SHOULD BE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-2; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-3 EXCLUSIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 3. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, THE REPORTING REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: (1) DISCHARGES OR EXCEEDANCES THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR. (2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NOT LIMITED TO: (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LAND OR WATER; OR (B) DUST SUPPRESSION MATERIALS. (3) THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT DAMAGE WATERS OF THE STATE. (4) SPILLS OF LESS THAN ONE (1) POUND OR ONE (1) PINT. (5) SPILLS OF INTEGRAL OPERATING FLUIDS, IN THE USE OF MOTOR VEHICLES OR OTHER EQUIPMENT, THE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL TO FIFTY-FIVE (55) GALLONS AND WHICH DO NOT DAMAGE WATERS OF THE STATE. (6) OIL SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. (7) A RELEASE OF A SUBSTANCE INTEGRAL TO A SPILL RESPONSE ACTIVITY THAT HAS BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENE COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-3; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-4 DEFINITIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17; IC 14-8-2-7; IC 14-25-7-13; IC 14-25-7-15 SEC. 4. IN ADDITION TO THE DEFINITIONS CONTAINED IN IC 13-11-2-17(D), IC 13-11-2-35(A), IC 13-11-2-51, IC 13-11-2-158(A), IC 13-11-2-160, IC 13-11-2-260, IC 13-11-2-265, AND IN 327 IAC 1, THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: (1) "ANIMAL" MEANS ALL MAMMALS, BIRDS, REPTILES, AMPHIBIANS, FISH, CRUSTACEANS, AND MOLLUSKS. (2) "AQUATIC LIFE" MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE DEPENDENT UPON AN AQUATIC ENVIRONMENT. (3) "CONTAIN" MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DAM, BLOCK, RESTRAIN, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR MINIMIZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. (4) "DAMAGE" MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE STATE SO AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO: (A) PUBLIC HEALTH, SAFETY, OR WELFARE; (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR (C) ANIMALS OR AQUATIC LIFE. (5) "DOWNSTREAM WATER USER" MEANS: (A) A COMMUNITY PUBLIC WATER SUPPLY, AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-13(D); (B) A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE DEPARTMENT OF NATURAL RESOURCES UNDER IC 14-25-7-15; (C) USERS OF RECREATIONAL WATERS; OR (D) ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. (6) "EXTREMELY HAZARDOUS SUBSTANCE" MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A.) (7) "FACILITY" MEANS ALL LAND, BUILDINGS, EQUIPMENT, STRUCTURES, AND OTHER STATIONARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON OR BY ANY PERSON WHO CONTROLS, IS CONTROLLED BY, OR IS UNDER COMMON CONTROL WITH, SUCH PERSON. (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR RIGHT-OF-WAY. (9) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 U.S.C. 9601(14). (10) "MODE OF TRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: (A) RAIL AND MOTOR VEHICLES; (B) AIRCRAFT; (C) WATERCRAFT; (D) PIPELINES; OR (E) OTHER MEANS OF TRANSPORTATION; IN COMMERCE. THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT OWNED, OPERATED, OR CONTROLLED BY THAT FACILITY. (11) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: (A) OF A QUANTITY AND A TYPE; AND (B) PRESENT FOR A DURATION AND IN A LOCATION; SO AS TO DAMAGE WATERS OF THE STATE. THIS DEFINITION EXCLUDES HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUM, AND MIXTURES THEREOF. (12) "ON-SCENE COORDINATOR" MEANS A STATE OR FEDERAL OFFICIAL DESIGNATED BY THE DEPARTMENT, THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. (13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: (A) BOATING, SWIMMING, FISHING, HUNTING, TRAPPING, OR WILDLIFE VIEWING; OR (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT; AS LISTED BY THE DEPARTMENT. (14) "REPORTABLE QUANTITY" MEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE REPORTED UNDER FEDERAL LAW UNDER 42 U.S.C. 9602(A) AND (B) AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY UNEXPECTED, UNINTENDED, ABNORMAL, OR UNAPPROVED DUMPING, LEAKAGE, DRAINAGE, SEEPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOIL. (16) "SPILL RESPONSE", FOR PURPOSES OF THIS RULE, MEANS THE FOLLOWING: (A) THE SPILL IS CONTAINED; AND (B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. (17) "SPILL REPORT" MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING INFORMATION ABOUT A SPILL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REPORT: (A) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A). (C) THE LOCATION OF THE SPILL. (D) THE TIME OF THE SPILL. (E) THE IDENTIFICATION OF THE SUBSTANCE SPILLED. (F) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE SPILLED. (G) THE DURATION OF THE SPILL. (H) THE SOURCE OF THE SPILL. (I) NAME AND LOCATION OF THE WATERS DAMAGED. (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SPILL. (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. (L) ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (18) "WATERS", AS DEFINED IN IC 13-11-2-265, MEANS THE ACCUMULATIONS OF WATER, SURFACE AND UNDERGROUND, NATURAL AND ARTIFICIAL, PUBLIC AND PRIVATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY WITHIN, FLOW THROUGH, OR BORDER UPON THIS STATE. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF-STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, RESERVOIR, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-4; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1731; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-5 REPORTABLE SPILLS; FACILITY AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 5. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER UTILITY THAT IT IS LOCATED IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 IAC 8-4.1 THAT ARE: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (3) SPILLS THAT DAMAGE WATERS OF THE STATE AND THAT: (A) ARE LOCATED WITHIN FIFTY (50) FEET OF A KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR (B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: (I) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING STATE RESOURCE PURSUANT TO 327 IAC 2-1-2(3), EXCLUDING LAKE MICHIGAN; (II) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 IAC 2-13(A)(6) [SIC., 327 IAC 2-1-3(A)(6)] AND 327 IAC 2-1-11(B); (III) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1), EXCEPT LAKE MICHIGAN; OR (IV) ANY WATER THAT IS A FISH HATCHERY, FISH AND WILDLIFE AREA, NATURE PRESERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL GOVERNMENT. (4) FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3), THE FOLLOWING MUST BE REPORTED: (A) SPILLS TO SURFACE WATERS: (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (II) SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (II) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (C) SPILLS TO SOIL WITHIN THE FACILITY BOUNDARY: (I) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (II) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1,000) GALLONS; OR (III) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (5) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-5; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1732; ERRATA FILED MAR 7, 1997, 2:25 P.M.: 20 IR 1738; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-6 REPORTABLE SPILLS; TRANSPORTATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 6. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS THAT DAMAGE SURFACE WATERS. (3) SPILLS TO SOIL: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (B) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-6; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-7 REPORTABLE SPILLS; RESPONSIBILITIES AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 7. ANY PERSON WHO OPERATES, CONTROLS, OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS SHALL, UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL OR SURFACE WATERS OF THE STATE, DO THE FOLLOWING: (1) CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE STATE. (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED TO ACCOMPLISH A SPILL RESPONSE. (3) AS SOON AS POSSIBLE, BUT WITHIN TWO (2) HOURS OF DISCOVERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION: AREA CODE 1-888-233-7745 FOR IN-STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE, THE RESPONSIBLE PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND QUALITY, EMERGENCY RESPONSE SECTION (MC 66-30), 2525 N. SHADELAND AVE., SUITE 100, INDIANAPOLIS, IN 46219-1787, A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE FOLLOWING: (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE, THE NEAREST AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OPERATORS, OR OCCUPANT OR OCCUPANTS. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-7; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1733; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; ERRATA FILED FEB 6, 2006, 11:15 A.M.: 29 IR 1936; ERRATA FILED OCT 20, 2006, 10:08 A.M.: 20061101-IR-327060497ACA; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA; ERRATA FILED MAY 27, 2008, 2:06 P.M.: 20080625-IR-327080419ACA) 327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RULE, EMERGENCY SPILL RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DELAYED. IN SITUATIONS WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) 327 IAC 2-6.1-9 COMPLIANCE CONFIRMATION AUTHORITY: IC 13-14-8-7 AFFECTED: IC 13-11-2; IC 13-18-1; IC 13-18-3; IC 13-18-8; IC 13-18-17 SEC. 9. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RULE, HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-6.1-9; FILED FEB 25, 1997, 1:00 P.M.: 20 IR 1734; READOPTED FILED JAN 10, 2001, 3:23 P.M.: 24 IR 1518; READOPTED FILED NOV 21, 2007, 1:16 P.M.: 20071219-IR-327070553BFA) C104STORMWATER POLLUTION PREVENTION PLAN SPECSW190582-C102 swppp specSEASONAL SOIL PROTECTION CHARTSOILS MAP SOILS TYPE LEGEND UbaA URBAN LAND - BROOKSTON COMPLEX, 0 TO 2 PERCENT SLOPES UkbB2 URBAN LAND - MIAMI SILT LOAM COMPLEX, 2 TO 6 PERCENT SLOPES ERODED NO SCALE PERMANENT SEEDING SODDING MULCHING METHOD STABILIZATION SOIL SEEDING DORMANT SEEDING TEMPORARY A = KENTUCKY BLUEGRASS* 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS* 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE. D = WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LBS/ACRE. F = SOD (BLEND 3 IMPROVED VARIETIES). G = STRAW MULCH 2 TONS/ACRE. */I/* IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. *KENTUCKY BLUEGRASS BLEND OF 3 IMPROVED VARIETIES.PROJECT LOCATION PROJECT LOCATION AREA MAP REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS CARMEL DR. 116th ST.RANGELINE RD.MECHANICAL WATER QUALITY UNIT: THE MECHANICAL WATER QUALITY UNIT PROVIDES A HIGHLY EFFECTIVE MEANS FOR THE REMOVAL OF SEDIMENT, FLOATING DEBRIS AND FREE-OIL. SWIRL TECHNOLOGY, OR VORTEX SEPARATION, IS A PROVEN FORM OF TREATMENT UTILIZED IN THE STORMWATER INDUSTRY TO ACCELERATE GRAVITATIONAL SEPARATION. THE WQU PROVIDES TREATMENT FOR MOST CONTAMINATED FIRST FLUSH, WHILE THE CLEANER PEAK STORM FLOW IS DIVERTED AND CHANNELED THROUGH THE MAIN CONVEYANCE PIPE. A COMBINATION OF GRAVITATIONAL AND HYDRODYNAMIC DRAG FORCES ENCOURAGES THE SOLIDS TO DROP OUT OF THE FLOW AND MIGRATE TO THE CENTER OF THE CHAMBER WHERE VELOCITIES ARE THE LOWEST. CATCH BASINS: CATCH BASIN/INLET CLEANING AND REPAIR HAS TRADITIONALLY BEEN PERFORMED TO RESPOND TO LOCALIZED FLOODING PROBLEMS IN STREETS. CATCH BASINS ARE INLETS AT THE CURB WITH A SMALL TRAP (USUALLY SIX INCHES TO ONE FOOT DEEP) BELOW THE SEWER PIPE. THESE DEVICES HELP TO CLEAN STORM WATER BECAUSE PARTICLES IN STREET RUNOFF SETTLE INTO THE TRAP BEFORE THE WATER ENTERS THE STORM SEWERS. CATCH BASINS REQUIRE REGULAR CLEANING OF THE SEDIMENT TRAP TO BE. THE INLETS DO NOT TRAP SEDIMENTS AND DON'T NEED CLEANING UNLESS THEY ARE PLUGGED. CLEANING FOR EITHER CATCH BASINS OR INLETS CAN BE DONE BY HAND (E.G., WITH A CLAMSHELL OR SHOVEL) OR WITH A VACUUM TRUCK. CONVEYANCE STORM PIPES: A GOOD RULE OF THUMB IS TO CONDUCT INSPECTION OF STORM DRAIN INLETS, DITCHES, CHANNELS, PONDS AND OTHER TREATMENT FACILITIES AT LEAST ONCE A YEAR, PRIOR TO THE BEGINNING OF THE RAINY SEASON. COMPLETE INSPECTIONS EARLY ENOUGH SO THAT REPAIRS CAN BE MADE DURING DRY WEATHER. CATCH BASINS SHOULD BE INSPECTED AT LEAST ONCE EVERY SIX MONTHS. SOME STORM WATER TREATMENT DEVICES, SUCH AS OIL/WATER SEPARATORS, MAY REQUIRE MORE FREQUENT INSPECTION. FOR THESE, CHECK THE MANUFACTURER'S SPECIFICATION OR OTHER DESIGN GUIDANCE HANDBOOKS. SEWER PIPES AND CULVERTS SHOULD BE INSPECTED EVERY THREE TO FIVE YEARS, OR IN RESPONSE TO A REPORTED PROBLEM. MOST AGENCIES INSPECT THEIR SEWER PIPES SIX INCHES OR LARGER WITH A TV CAMERA, AND PIPES 36 INCHES OR LARGER WITH A WALK-THROUGH INSPECTION. ALL OTHER PARTS OF THE SYSTEM ARE INSPECTED VISUALLY. LOOK FOR EXCESSIVE SILT BUILD-UP, EROSION, UNUSUAL ALGAL GROWTH, CRACKED OR COLLAPSED PIPES, MISALIGNED JOINTS, AND OTHER SIGNS OF PROBLEMS SUCH AS A SHEEN ON THE WATER SURFACE, DISCOLORED WATER, OR AN UNPLEASANT ODOR. CHECK WITH PRODUCT MANUFACTURERS OR STORM WATER HANDBOOKS FOR ADVICE ON WHAT TO LOOK FOR WHEN INSPECTING MORE SOPHISTICATED TREATMENT DEVICES SUCH AS FLOW SPLITTERS AND DIVERTERS. WHEN A PROBLEM IS NOTED, TAKE STEPS TO CORRECT THE PROBLEM, OR ROUTE THIS INFORMATION IMMEDIATELY TO THE APPROPRIATE INDIVIDUAL(S) IN YOUR ORGANIZATION WHO CAN RESPOND. IF NEEDED, DEVELOP A GOOD RESPONSE PLAN TO ENSURE QUICK FOLLOW-UP IN THE FUTURE. DRY DETENTION BASIN: DETENTION STORAGE LOCATED IN DRY DETENTION BASIN DESIGN TO PROVIDE STORAGE OF STORMWATER RUNOFF DURING RAIN EVENTS AND REDUCE PEAK RUNOFF RATES FROM THE SITE. SYSTEM IS DESIGNED TO BE DRY AND TYPICALLY REQUIRE A WATER QUALITY FEATURE UPSTREAM OF THE SYSTEM. SWPPP FOR CONSTRUCTION SITES: 1. 14 DIGIT WATERSHED HYDROLOGIC UNIT CODE: 05120201090040 2. NAME OF ALL RECEIVING WATERS IF THE DISCHARGE IS TO A MUNICIPAL SEPARATE STORM SEWER, IDENTIFY THE ULTIMATE RECEIVING WATER: WHITE RIVER - CARMEL CREEK 3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS (10-YEAR): 27.07 cfs 4. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SITE: STRUCTURE AT THE SW CORNER OF THE SITE INTO STORM SEWER. 5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER, SUCH AS ABANDONED WELLS OR SINKHOLES: N/A 6. SOILS MAP OF THE PREDOMINANT SOIL TYPES INCLUDING: a. SOIL LEGEND WITH DESCRIPTIONS OF EACH SOIL TYPE: THIS SHEET b. BRIEF DESCRIPTION OF HOW THE SITE HAS ACCOMMODATED THE EXISTING SOIL LIMITATIONS 7. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CURBING, SIDEWALKS, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL FROM CONSTRUCTION EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES: TEMPORARY WATER QUALITY MEASURES INCLUDE INLET PROECTION MEASURES AND SILT FENCING. PERMANENT WATER QUALITY MEASURES INCLUDE MECHANICAL WATER QUALITY UNIT. 9. GENERAL CONSTRUCTION SEQUENCE: a. A PRE-CONSTRUCTION MEETING WITH THE CITY OF CARMEL IS REQUIRED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORK. ADDITIONALLY, IDEM IS REQUIRED TO BE CONTACTED AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. b. CONSTRUCTION ENTRANCE - REMOVE EXISTING ASPHALT AND STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT ALONG WEST CARMEL DRIVE. c. INSTALL SILT FENCING AND ALL OTHER EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING. d. EARTHWORK - STRIP TOPSOIL, BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. e. SANITARY SEWER - INSTALL SANITARY SEWER SYSTEM f. STORM SEWER - INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION g. UTILITIES - COORDINATE INSTALLATION OF ALL UTILITIES. h. FINISH GRADING AND PERMANENT EROSION CONTROL - FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY PERIMETER AREAS. i. PAVEMENT - INSTALL STONE, BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE. j. CLEANUP - CONTRACTOR SHALL SPOIL ALL EXCESS MATERIALS, REGRADE AND STABILIZE ALL AREAS DISTURBED BY UTILITY INSTALLATIONS AND RESEED. k. FINAL LANDSCAPING - INSTALL FINAL LANDSCAPING. 10. LOCATION OF PROPOSED SOIL STOCKPILES, BORROW, AND/OR DISPOSAL AREAS: STOCKPILES WILL BE GENERALLY ON THE SOUTH PORTION OF THE SITE SINCE MOST OF THE SITE WILL BE IN CUT. 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON. PROVIDE APPLICATION RATES FOR SOIL AMENDMENTS AND SEED MIXTURES, AS WELL AS, THE TYPE AND APPLICATION RATE FOR MULCH: SEEDING CHART SHOWN ON THIS SHEET. SEEDING DETAILS SHOWN ON C103. 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS: EROSION CONTROL SPECS ARE ON SHEET C102, C103, C104, C105, C106, C900, C901 AND C902. 13. MATERIAL HANDLING, STORAGE, AND SPILL PREVENTION PLAN: a. LIST OF EXPECTED MATERIALS THAT MAY BE PRESENT ON THE SITE DURING CONSTRUCTION OPERATIONS: ASPHALT, CONCRETE, OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL, SOIL, FERTILIZER, PESTICIDES, STEEL, WOOD. b. WRITTEN DESCRIPTION OF HOW THESE MATERIALS WILL BE HANDLED TO MINIMIZE THE POTENTIAL OF ENTERING THE STORM SEWER SYSTEM: ALL MATERIALS WILL BE HANDLED TO MINIMIZE RISK OF SPILLS AND POLLUTION. c. PROCEDURES FOR THE CONTRACTOR TO TAKE IF ANY SPILLS OCCUR DURING CONSTRUCTION: IF THERE IS A SPILL FROM ONE OF THESE, IMMEDIATE CLEANUP SHOULD OCCUR; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM, AND SHALL MEET THE REQUIREMENTS OF IAC 2-6.1. FOLLOW MATERIAL SAFETY DATA SHEET (MSDS) GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. 14. CONTACT INFORMATION FOR THE TRAINED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROJECT SITE a. NAME: FRED PARKER, CPESC b. ADDRESS: 10505 N. COLLEGE AVE., INDIANAPOLIS, IN 46280 c. TELEPHONE NUMBER: (317) 846-6611 d. E-MAIL ADDRESS: PARKERF@WEIHE.NET e. LIST OF QUALIFICATIONS: CPESC 15. CURRENT REVISION DATE ON ALL SHEETS: REFER TO TITLE BLOCK ON EACH SHEET SWPPP FOR POST-CONSTRUCTION: 1. DESCRIPTION OF POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE: OIL, GREASE, ANTIFREEZE, GASOLINE AND DIESEL FUEL, SOIL, FERTILIZER, PESTICIDES. 2. POST-CONSTRUCTION STORMWATER QUALITY MEASURES: TEMPORARY WATER QUALITY MEASURES INCLUDE INLET PROTECTION MEASURES AND SILT FENCING. PERMANENT WATER QUALITY MEASURES INCLUDE MECHANICAL WATER QUALITY UNIT. 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION DESCRIPTION OF WHEN THE PROPOSED POST CONSTRUCTION STORMWATER QUALITY MEASURES WILL BE INSTALLED IN RELATION TO THE GENERAL CONSTRUCTION SEQUENCE: INLET PROTECTION WILL BE INSTALLED DURING STORM SEWER INSTALLATION. A HYDRO INTERNATIONAL 8 FT. FIRST DEFENSE HIGH CAPACITY MECHANICAL WATER QUALITY UNIT AND DRY BASIN WITH NATIVE SEED PLANTINGS WILL BE INSTALLED DURING STORM SEWER INSTALLATION. 4. STORMWATER QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND RIPARIAN HABITATS: PERMANENT WATER QUALITY MEASURES INCLUDE MECHANICAL WATER QUALITY UNIT. 5. AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST-CONSTRUCTION STORMWATER QUALITY MEASURES: HAS BEEN SUBMITTED ALONG WITH THIS REPORT. 07/14/21 SEDIMENTATION/SILT FENCE INSTALLATION PREFABRICATED SILT FENCE 1. LAY OUT THE LOCATION OF THE FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. 2. EXCAVATE AN EIGHT-INCH DEEP BY FOUR-INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. NOTE: ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE. _ REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE. REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST ONE FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE SILT FENCE POST TO JOIN TO ENDS OF TWO FENCES. EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH 8"X4" TRENCH TO BE BACKFILLED AND COMPACTED WOVEN FILTER FABRIC SILT FENCE MATERIAL COVER POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 6' MAX. SPACING EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROUND W/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ACCORDANCE WITH ASTM D 6462 8.2.2 IS ALSO ACCEPTABLE. GEOTEXTILE FABRIC LAID ON DOWN SLOPE SIDE AND BOTTOM OF TRENCH POST 2"X2" WOOD OR 1.33 LBS/FOOT STEEL 8' MAX. SPACING WIRE FENCE 14 GUAGE (MIN)-6" MESH REQ'D. IN SWALES OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO POSTS WITH 2" LATH 2-WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST TWO FULL TURNS TO PROVIDE A SECURE CONNECTION WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) 10 MIL. PLASTIC LINING STRAW BALE (TYP) SECTION LINE STRAW BALE (TYP) BINDING WIRE WOOD OR METAL STAKES (TYP) - 2 PER BALENATIVE MATERIAL (OPTIONAL) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES (NO SCALE)TYPE "ABOVE GRADE W/ STRAW BALES"4"WOOD OR METAL STAKES TO SECURE THE STRAW BALES (TWO PER BALE) POLYETHYLENE LINING 10 MIL. EXTENDING OVER BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES METAL PINS OR STAPLES TO SECURE THE POLYETHYLENE LINING TO THE STRAW BALES CONCRETE WASHOUT WOOD POST 3"x3"x8' BLACK LETTER 6" HEIGHT 3/8" TREATED PLYWOOD 48"x24" PAINTED WHITE 0.5" LAG SCREWS INSTALLATION 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO INSTALL THE SYSTEM. 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE CONTAINMENT SYSTEM. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING. 4. INSTALL THE POLYETHYLENE LINING. FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. THE LINING FOR BERMED SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER FASTENERS. 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION EQUIPMENT AND OTHER TRAFFIC. 6. PLACE A NON-COLLAPSING, NON-WATER HOLDING COVER OVER THE WASHOUT FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATER AND POSSIBLE OVERFLOW OF THE SYSTEM (OPTIONAL). 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS. 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS APPROACH PAD FOR CONCRETE WASHOUT SYSTEMS. 10. USE A 10 MIL. POLYETHYLENE LINED DUMPSTER AS AN ALTERNATE. C105STORMWATER POLLUTION PREVENTION PLAN DETAILSW190582-C103 swppp det3' 3'PLAN 1. ACTUAL LAYOUT DETERMINED IN FIELD. 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30FT. OF THE TEMP. CONCRETE WASHOUT FACILITY. SECTION CONCRETE WASHOUT8"8"8"X4" TRENCH TO BE BACKFILLED AND COMPACTED POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST FENCE: WOVEN WIRE, 14-1/2 GA., 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION. LOAD SLOPE LESS THAN 2% 2 TO 5% 5 TO 10% 10 TO 20% MORE THAN 20% MAX. DISTANCE ABOVE FENCE 100 FT. 75 FT. 50 FT. 25 FT. 15 FT. WITHOUT WIRE SUPPORT WITH WIRE SUPPORT (NO SCALE) FLOW FINISH GRADE UNDISTURBED GROUND FLOW FINISH GRADE UNDISTURBED GROUND NOTES: 1. THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION EXIT OF THE SITE, SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC, BUT NOT OBSTRUCTING VIEWS AS TO CAUSE A SAFETY HAZARD. 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION (NOT) IS FILED FOR THE PERMIT. 3. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION AND SEDIMENT CONTROL RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. 4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED BY THE GOVERNING AGENCY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. SWPPP INFORMATION SIGN COPY OF NOI COPY OF IDEM NOTICE OF SUFFICIENCY SWPPP INFORMATION DETAILED DESCRIPTION OF THE LOCATION OF THE SWPPP DOCUMENTATION (BINDER AND SITE MAPS) ON THE SITE. SIGN TO BE CONSTRUCTED OF A RIGID MATERIAL, SUCH AS PLYWOOD OR OUTDOOR SIGN BOARD. SIGN MUST BE CONSTRUCTED IN A MANNER TO PROTECT DOCUMENTS FROM DAMAGE DUE TO WEATHER (WIND, SUN, MOISTURE, ETC.). "SWPPP INFORMATION" MUST BE DISPLAYED PROMINENTLY ACROSS THE TOP OF THE SIGN, AS SHOWN IN THE DETAIL. 3" MIN. 3" MIN.COPY OF DRAINAGE APPROVAL LETTER COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE COPY OF CONSTRUCTION SITE NOTICE AS APPLICABLE (NO SCALE) ALTERNATE CONTRACTOR MAY USE A LINED (10 MIL. POLYETHYLENE) DUMPSTER FOR CONCRETE WASHOUT. NOTE: DUMPSTER IS TO BE USED FOR CONCRETE WASHOUT ONLY. NO CONSTRUCTION WASTE OR DEBRIS SHALL BE ALLOWED TO PREVENT TEARING OF THE LINER. SHEET 1 OF 1 DRAWN CHECKED QA MFG APPROVED DWG NOSIZE SCALE REV REPLACEABLE SEDIMENT BAGS WITH GEOTEXTILE FILTER FABRIC LIFT HANDLES STAINLESS STEEL CLAMPING BAND REAR CURB GUARD FLAPWITH MAGNETIC TIE-DOWNS ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC DISTRIBUTED BY ADS WWW.INLETFILTERS.COM (866) 287-8655 PH (630) 355-3477 FX INFO@INLETFILTERS.COM INSTALLATION: 1. 2. REMOVE GRATE DROP FLEXSTORM INLET FILTER ONTO LOAD BEARING LIP OF CASTING OR CONCRETE STRUCTURE 3. REPLACE GRATE STANDARD 2" OVERFLOW AREA 11 GAUGE STEEL SUSPENSION SYSTEM IPP TEMPORARY SEED TABLE 1. TEMPORARY SEEDING SPECIFICATIONS AUG. 1 - SEPT. 1 GERMAN MILLET WHEAT OR RYE 150 LBS. 1 TO 1½ INCHES SEPT. 15 - OCT. 30 SPRING OATS 100 LBS. 1 INCH MARCH 1 - APRIL 15 ANNUAL RYEGRASS 40 LBS. ¼ INCH MARCH 1 - MAY 1 40 LBS. 1 TO 2 INCHES MAY 1 - JUNE 1 SUDANGRASS 35 LBS. MAY 1 - JULY 30 BUCKWHEAT 60 LBS. APRIL 15 - JUNE 1 CORN (BROADCAST) 300 LBS. MAY 11 - AUG. 10 SORGHUM 35 LBS. MAY 1 - JULY 15 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1 TO 2 INCHES 1. PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR. 2. SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT SITE WITHIN THE STATE. NOTES 1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED. 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN TABLE 1. NOTES 1. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. 3. IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR IT IN PLACE. MAINTENANCE 1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. 2. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. 3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY 4. MULCH WHERE NECESSARY. 4. IF NITROGEN DEFICIENCY IS APPARENT, TOP-DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL TEMPORARY SEED TABLE 1. TEMPORARY SEEDING SPECIFICATIONS SEED SPECIES1 RATE PER ACRE PLANTING DEPTH OPTIMUM DATES2 MAINTENANCE 1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS, SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE POLYETHYLENE LINING FOR FAILURE. 2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL PROPERLY CLEANED OUT. 3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT. 4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. 5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN AN ACCEPTABLE METHOD. 6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSE N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS INSTALLATION 1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. 2. GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE. 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE. 4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO IMPROVE STABILITY. 5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6. TOP-DRESS THE DRIVE WITH WASHED AGGREGATE (INDOT CA NO.2). 7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE _ INSPECT DAILY. _ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. _ TOP-DRESS WITH CLEAN AGGREGATE AS NEEDED. _ IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS. _ FLUSHING SHOULD ONLY BE USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. REFERENCED IN CHAPTER 7 PAGE 22 AND 23 IN INDIANA STORM WATER QUALITY MANUAL. WIDTH: (A) - 20' MINIMUM OR FULL WIDTH OF ENTRANCE/EXIT DRIVE, WHICHEVER IS GREATER. TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD SMALL SITES - LESS THAN TWO ACRES (NO SCALE) GEOTEXTILE FABRIC UNDERLINER #2 STONE AGGREGATE PUBLI C ROA D #2 STONE AGGRE G A T E (OPTIONAL) 2"-3"(MIN.) (OPTIONAL) 150' (MIN.) 6" (MIN.) 07/14/21 EROSION CONTROL BLANKET STAPLE PATTERN 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP'S EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE RECP'S COVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP'S. 3. ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES SHOULD BE PLACED THOUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. 4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ON RECP's TYPE. 5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE RECP's WIDTH. NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE R STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSAY TO PROPERLY SECURE THE RECP's. 2"-5" (5 CM-12.5CM) 12" (30 CM)6" (15 CM)6" (15 CM) SLOPE INSTALLATION OUTLET EROSION CONTROL PROTECTION DRAIN PIPE WITH FLAIRED END SECTION DEPTH OF RIP-RAP AS INDICATED ON PLAN 12" MINIMUM AW= FEETGEOTEXTILE FABRIC OR WELL GRADED AGGREGATE AT= FEET AL= APRON LENGTH AT= APRON THICKNESS AW= APRON WIDTH STONE PLACED AROUND END OF DRAIN PIPE TO PREVENT SLOPE EROSION AND UNDERCUTTING OF THE PIPE ENERGY DISSIPATER (OUTLET PROTECTION) 1. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION. 2. EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 3. COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL MATERIAL. 4. SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5. PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. 6. INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 7. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON. (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE.) MAINTENANCE _ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. _ INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. _ CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. _ CHECK FOR PIPING OR UNDERCUTTING; REPAIR IMMEDIATELY. REFERENCE IN CHAPTER 7 PAGE 121 IN THE INDIANA STORM WATER QUALITY MANUAL AT=1.5' X D50 15" OR LESS, 1.2' X D50 15" OR LARGER STONE. PIPE SIZE (D50) C106STORMWATER POLLUTION PREVENTION PLAN DETAILSW190582-C103 swppp det(NO SCALE) AVERAGE RIPRAP DIAMETER APRON WIDTH APRON LENGTH 8 IN. 12 IN. 18 IN. 24 IN. 30 IN. 36 IN. 14 IN. 12 IN. 10 IN. 8 IN. 5 IN. 3 IN. 2 TO 3 FEET 3 TO 4 FEET 4 TO 6 FEET 6 TO 8 FEET 8 TO 10 FEET 10 TO 12 FEET 16 TO 32 FEET 14 TO 28 FEET 12 TO 22 FEET 8 TO 18 FEET 6 TO 12 FEET 5 TO 7 FEET SIDE AL= FEET DITCH BED PLAN AL= FEET RIP-RAP DIA.DIA. DIA.(NO SCALE) EROSION CONTROL Products Guaranteed SOLUTIONS 14649 HIGHWAY 41 NORTH EVANSVILLE, IN 47725 800-720-2040 www.nagreen.com (NO SCALE) GENERAL STAPLE RECOMMENDATIONS STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. CHANNEL LININGS REQUIRED A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES. 1 1/2 STAPLE PER SQ. YD. 2 STAPLE PER SQ. YD. ADDITIONAL STAPLES AS REQUIRED SLOPE GRADIENT CHANNEL LININGSLOPE LENGTH IN FEET300 275 250 225 200 175 150 125 100 75 50 25 1 STAPLE PER SQ. YD. TABLE 1. SIZING FOR FLOW DISSIPATERS AT CULVERT PIPE OUTLETS REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS 07/14/21 WEST C A R M E L D R I V E S00°05'46"E(M) S00°45'10"W(D) 411.64'N00°05'46"W(M) N00°45'10"E(D) 398.63'S89°17'51"W(M) N89°51'24"W(D) 226.23' N00°50'56"W(M) N89°26'06"E(M) S89°42'58"E(D) 189.95'S00°50'56"E(M)S00°00'00"E (D)181.33'(M) 182.73'(D)N89°48'49"E(M) S89°20'15"E(D) 190.00' N89°25'05"E(M) S89°43'58"E(D) 241.02' S89°17'51"W(M) N89°51'24"W(D) 299.23' DELTA=10°06'20" R=561.07' T=49.61' L=98.96' CH BRG=N83°08'42"W(M) CH LEN=98.83' PROPOSED BUILDING 20,121SF± PER FLOOR F.F.E. = 829.85 ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS DRY POND UP A. REFERTOA001-A002FORGENER ALNOTES, WALL TYPES ,SYMBOLSA NDT YPICA LCONSTRU CTIONDET AILS.B.PROVIDE BULLN OSE CMUA TALL EXPOSEDC MUC ORN ERS.C. PROVIDE MOIS TUREA NDMOLD RESIST ANTGYPSU MWA LLBOARDA TTHEAPP ARAT USBA YAND ALL ROOMSDIR ECTLY OFF OFIT.D.PROVIDE MOIS TUREA NDMOLD RESIST ANTGYPSU MWA LLBOARDA TALL WETWA LLSIN KITCH ENS, ANDA LLW ALLSA NDC EILINGSINB ATHR OOMSANDJAN ITOR CLOS ETS.E.PROVIDE HIGH -IMPA CTGY PSUMWAL LBOA RDAT ALLC ORRID ORS, STAIR CASE SAN DTHE LOBB Y.F. PLA NKEY NOTE SAPP LYTOSHEET SA10 1,A10 2AN DA110.GENERAL PLA NNOTE S S2 S1 S3 S2 A1 H1 P1 H3 B2 H5H4 P1 H3 H3 P3 P3 P1 P3 H8 B3 B6 B5 B6 B4 H6 H6 H6 H6 H6 H7 H7 A3 P3 P3 P3 B6 B6 B2 P1 A2 A2 A2 H8 H8 H9 H9 H9 H9 H9 C200SITE PLANW190582-C200 siteSITE PLAN GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 3. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 6. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 7. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. 8. ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS AND SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 10. COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK IF APPLICABLE. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 11. FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 12. ± DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ON ACTUAL FIELD LAYOUT COORDINATES. 13. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 14. PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO EXISTING AREAS AS NECESSARY. ALL AREAS WHERE PROPOSED PAVEMENT MEETS EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMENT SHALL BE FREE OF ALL LOOSE DEBRIS. THE EDGE OF EXISTING ASPHALT PAVEMENT SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL IN ALL AREAS WHERE NEW ASPHALT PAVEMENT IS INDICATED TO JOIN EXISTING. 15. RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS ALL AREAS WHERE THE EXISTING PAVEMENT OR LAWNS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY CONTRACTORS, SUBCONTRACTORS, OR SUPPLIERS AFTER CONSTRUCTION WORK IS COMPLETE. 16. THE CONTRACTOR SHALL PROTECT AND NOT DESTROY THE PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. 17. REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY DETAILS. 18. REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE NOTED. SITE DATA SITE AREA = 4.37± AC BUILDING AREA = 20,121± SF PER FLOOR PERCENT IMPERVIOUS = 87% ZONING = I-1 FRONT YARD BSL REQUIRED = 0' FT MIN. 10' MAX. REAR YARD BSL REQUIRED = 0' FT SIDE YARD BSL REQUIRED = 0' FT PARKING REQUIRED: PARKING REQUIREMENT: 1 PER EMPLOYEE PARKING DIMENSIONS = 9' x 18' BIKE PARKING REQUIRED = 4 SPACES PARKING PROVIDED: 10 - STANDARD SPACES 1 - ADA SPACES 11 - TOTAL SPACES SITE PLAN NOTES PAVEMENT STANDARD DUTY ASPHALT PAVING STANDARD DUTY CONCRETE MATCH EXISTING PAVEMENT HARDSCAPE INTEGRAL WALK AND CURB CONCRETE PARKING BARRIER CONCRETE SIDEWALK ACCESSIBLE RAMP PAVEMENT FLUSH WITH SIDEWALK CONCRETE CURB WITH VARIABLE HEIGHT . REFER TO C300 FOR GRADES. TAPER CURB WITHIN 3' AT THE END OF THE CURB RUN RETAINING WALL WITH VARIABLE HEIGHT. REFER TO C300 FOR GRADES. SLOTTED DRAIN IN CONCRETE APRON. SEE DETAIL ON SHEET C602 BUILDING ACCESSORIES NOT USED CANOPY CONCRETE CURB OF VARYING HEIGHT LOCATED ALONG THE FACADE FOR VEHICLE PROTECTION. REFER TO C300 FOR GRADES. ENTRY GATE TO MAINTAIN A 20' CLEAR ZONE MIN. ACCESS PANEL BOLLARDS ACCESSORIES CONNECT EXISTING FENCE TO BUILDING PROVIDE NEW FENCE FROM THE SECURITY GATE SOUTH ALONG THE DRIVE AND CONNECT TO THE OLD FENCE. COORDINATE LIMITS WITH OWNER REP. FIRE HYDRANT WITH BOLLARD PROTECTION SIGNAGE & MARKINGS ACCESSIBLE PARKING SPACE & SIGN ON BUILDING 4" PAINTED WHITE SOLID LINES (TYP) 4" PAINTED WHITE SOLID LINE ISLAND H1 H2 H3 H4 H5 B1 B2 A1 S1 S2 S3 P1 P2 P3 ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BUILDING SETBACK LINE BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) STANDARD DUTY ASPHALT CONCRETE PAVEMENT DISTRIBUTION BOX ROW RIGHT OF WAY BSL BUILDING SETBACK LINE ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION 12 PARKING COUNT EXISTING ASPHALT PAVEMENT SITE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES SECTION LINE REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY 10.13.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E E N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 10/13/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJSFINAL CONSTRUCTION PLANS 09.14.2020 BJSBID ADDENDUM 001 10.13.2020 BJS B3 B4 B5 B6 H6 H7 A2 A3 H8 H9 07/14/21 NOTE: 12"X18" 18 GAUGE HOT DIP GALVANIZED NON-REFLECTIVE SIGN WITH 12' POST DRIVEN 4 FEET INTO GROUND. POST SHALL BE 12' LONG GALVANIZED 2 1/2" OD STEEL POSTS. SET BOTTOM OF SIGN 7' ABOVE GRADE. USE 6" PIPE BOLLARD FILLED W/ CONCRETE ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK 1'-6"3'-9"7'-0" (MIN)VARIESACCESSIBLE SIGN BOLLARD MOUNT DETAIL ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE BACKGROUND.3'-6"3 LBS./FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD SPECIFICATION SEC. 910.14. ACCESSIBLE SIGNS ACCESSIBLE PARKING SYMBOL DETAIL STANDARD DUTY CONCRETE PAVING SECTION STANDARD DUTY ASPHALT PAVING SECTION INTEGRAL WALK AND CURB DETAIL C201SITE PLAN DETAILSW190582-C201 site det(NO SCALE) 4"-#53 AGGREGATE (INDOT) 6" CONC. (4000 PSI) W/FIBER ADDITIVE (NO SCALE) 6"-#53 AGGREGATE (INDOT) 2.5"-HMA 19.0MM BASE 1.5"- HMA 9.5MM SURFACE (NO SCALE) THIS SIGN TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE 3500 P.S.I. P.C. CONCRETE 3"12" X 6" 12" X 9" 10" DIA.18"1" 18"R 7" 11" 4" (TYP.) NOTE: ALL STRIPES TO BE PAINTED WHITE. MINIMUM = 3" SPECIAL = 4" (NO SCALE) RESERVED PARKING 1" RAD. ALL CORNERS 12" 18"4"8" 2.0% MAX. SLOPE CLASS "A" CONCRETE 18"SCORE PAVEMENT6"6" 1/8"RAD. 2"2"18"EXISTING GROUND EARTH BACKFILL 4" TOPSOIL 6"6"PAVEMENT R1. 5" (NO SCALE) TYPICAL SIDEWALK SECTION 5.0' (MIN.) 4" CLASS "A" CONCRETE 1/2" PREFORMED JOINT FILLER TRANSVERSE JOINT TRANSVERSE JOINT 1/2" PREFORMED JOINT FILLER (NO SCALE) CURB DETAIL (NO SCALE) (NO SCALE) PARKING BARRIER (NO SCALE) VARIES (SEE PLANS) 1" RAD. R7-8 R7-8P 5° 20° PRECAST CONC. PARKING BARRIER WITH 2-#3 REBARS USE 4000 PSI CONC. BEVELED E D G E #5 REBAR 1'-6" WITH 3/4" HOLE CAST FACE OF CU R B O R EDGE OF AS P H A L T 30" 6.0' 7 5/8" 0.5'HEIGHT OF SYMBOL:MINIMUM = 28"SPECIAL = 41"WIDTH OF SYMBOL: MINIMUM = 24" SPECIAL = 36"NOTE: BLUE BACKGROUND AND WHITE BORDER ARE OPTIONAL VAN ACCESSIBLE 12" NOTE: WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS, A VAN ACCESSIBLE (R7-8P) PLAQUE SHALL BE MOUNTED BELOW THE R7-8 SIGN. THE R7-8SIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE BACKGROUND. THE R7-8P PLAQUE SHALL HAVE A GREEN LEGEND AND BORDER ON A WHITE BACKGROUND.6"RESERVED PARKING VAN ACCESSIBLE 3"3"(R7-8P) (R7-8) 8' MIN. VAN (5' MIN. CAR)9' 9' ACCESSIBLE PARKING SPACES NOTE: ALL PAINT TO BE BLUE NON-SKID SURFACE APPLICATION OF CILICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING. PROPOSED ADA SIGNS ON 3" DIAMETER POST (SEE SIGN DETAILS)18'(NO SCALE) PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS. MAY REQUIRE TREATMENT BEFORE PAVING. PREPARED SUBGRADE COMPACTED PER INDOT STANDARD SPECIFICATIONS. MAY REQUIRE TREATMENT BEFORE PAVING. MIN. 4" COMPACTED #53 STONE BASE MIN. 4" COMPACTED #53 STONE BASE 6'-0" (MAX.) BETWEENTRANSVERSE JOINTS48.0' (MAX.) BETWEEN EXPANSION JOINTSREVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSE N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS 07/14/21 E OHU OHU OHUOHU OHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU G W W W G G W WEST C A R M E L D R I V E GGG PROPOSED BUILDING 20,121SF± PER FLOOR F.F.E. = 829.85 D D D D D DDD DD D D D D D DD D D D D D D D D D D D D D D D D D D DD D D DD D D D D D D D D D D D D D D DCSTM STM STM STM STM STMSTM STM STM STM STM STM STMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS W W W W W W W W W W W W W WW W W WEE E E E E EE E E E EEDRY POND RIP RAP REVETMENT PAD UP A. REFERTOA001-A002FORGENER ALNOTES, WALL TYPES ,SYMBOLSA NDT YPICA LCONSTRU CTIONDET AILS.B.PROVIDE BULLN OSE CMUA TALL EXPOSEDC MUC ORN ERS.C. PROVIDE MOIS TUREA NDMOLD RESIST ANTGYPSU MWA LLBOARDA TTHEAPP ARAT USBA YAND ALL ROOMSDIR ECTLY OFF OFIT.D.PROVIDE MOIS TUREA NDMOLD RESIST ANTGYPSU MWA LLBOARDA TALL WETWA LLSIN KITCH ENS, ANDA LLW ALLSA NDC EILINGSINB ATHR OOMSANDJAN ITOR CLOS ETS.E.PROVIDE HIGH -IMPA CTGY PSUMWAL LBOA RDAT ALLC ORRID ORS, STAIR CASE SAN DTHE LOBB Y.F. PLA NKEY NOTE SAPP LYTOSHEET SA10 1,A10 2AN DA110.G ENERAL PLA NNOTE S GENERAL GRADING NOTES 1. CONTRACTOR SHALL REFER TO THE STORMWATER POLLUTION PREVENTION PLAN AND DETAILS FOR CONSTRUCTION SCHEDULING AND EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH AS NOTED IN THE GEOTECHNICAL REPORT. 4. AFTER STRIPPING TOPSOIL, PROOFROLL AREAS TO BE FILLED WITH A MEDIUM WEIGHT ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE MATERIAL. RECOMMENDATIONS FOR DRYING, AMENDING AND/OR REMOVAL OF ANY UNSUITABLE MATERIAL WITHIN THE PROPOSED PAVED AND/OR BUILDING AREAS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION BY THE OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE. 5. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS, NONSTRUCTURAL FILL AND/OR PLANTING AREAS TO A MINIMUM DEPTH OF 6". EXCESS TOPSOIL SHALL BE REMOVED FROM THE SITE. 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. REFER TO GEOTECHNICAL REPORT AND/OR CONSULT WITH OWNER'S GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. 7. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 8. MAXIMUM LAWN SLOPE IS 3:1. 9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 10. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 11. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 12. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 13. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED AND EXISTING PAVEMENT. 14. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 16. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. 17. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. ANY AREAS THAT HOLD WATER MORE THAN 1/8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER OR ENGINEER. 18. ADA ACCESSIBLE PARKING SPACES, RAMPS, AND ROUTES SHALL BE IN ACCORDANCE WITH THE LATEST ADA STANDARDS FOR ACCESSIBLE DESIGN. 19. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. 20. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES, WATER MAIN, AND STORM SEWERS IS 18" OR LESS. 21. ALL DISTURBED AREA SHALL BE STABILIZED IN ACCORDANCE TO THE STORM WATER POLLUTION PREVENTION PLAN AND LANDSCAPE PLAN. GENERAL NOTES THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0209 G, DATED NOVEMBER 19, 2014. BENCHMARK DATA EXISTING AREAS PERVIOUS = 0.65 AC. IMPERVIOUS = 3.72 AC. PROPOSED AREAS PERVIOUS = 0.53 AC. IMPERVIOUS = 3.84 AC. POND DETENTION SUMMARY PEAK DISCHARGE (CFS) RETURN PERIOD 10 YR. 100 YR. 0.03 0.03 ALLOWABLE ACTUAL 0.09 0.07 NET SITE ACREAGE (MINUS ROW) DETENTION VOLUME REQUIRED DETENTION VOLUME PROVIDED 3.84 ACRES 4229 CF 4487 CF C300W190582-C300 gradELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) DISTRIBUTION BOX ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TC TOP OF CURB GUT GUTTER CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT GRADING PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES EXISTING SPOT ELEVATION CURB & GUTTER ELEVATION PAVEMENT SPOT ELEVATION GROUND SPOT ELEVATION FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN CARMEL REQUIREMENTS 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-0F-WAY. 3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. FLOW DIRECTION AND SLOPE GRADING PLANREVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY10.13.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 10/13/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJSFINAL CONSTRUCTION PLANS 09.14.2020 BJSBID ADDENDUM 001 10.13.2020 BJS BM G 54 - ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S. 31, 1.4 MILES NORTH OF I-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FT. WEST OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31, AND 2 FT. EAST OF R/W FENCE. BM G 55 - ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S. 31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131ST STREET, 83 FT. WEST OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31. BM Y 42 - CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111TH STREET. M.F.P.G. = 828.90 M.L.A.G. = 828.85 CONSTRUCTION LIMITSD D THE FOLLOWING IS A SUMMARY OF RELEASE RATES FOR THE PORTION OF THE DEVELOPMENT THAT IS REQUIRED TO CREATE DETENTION, WHICH IS THE INCREASED HARD SURFACE DUE TO THE PROPOSED BUILDING BEING LARGER THAN THE EXISTING BUILDING. THE ALLOWABLE RELEASE RATES ARE BASED ON THIS ACREAGE, WHICH IS 0.30 ACRES OF NEW HARD SURFACE. PEAK DISCHARGE (CFS)RETURN PERIOD 10 YR. 100 YR. 10.45 15.79 THE FOLLOWING IS A SUMMARY OF RELEASE RATES FOR THE REST OF THE SITE, WHICH ARE EXISTING AND PROPOSED WHICH FLOW SOUTH AND WEST TO THE EXISTING STORM SEWER AT THAT POINT. THE RUNOFF WHICH ENTER THE PROPOSED DRY BASIN HAVE BEEN GIVEN A SEPARATE OUTLET ORIFICE AND THOSE FLOWS ARE INCLUDED IN THE NUMBER BELOW. 07/14/21 E OHU OHU OHUOHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU G W W W G G W WEST C A R M E L D R I V E GGG PROPOSED BUILDING 20,121SF± PER FLOOR F.F.E. = 829.85CSTM STM STM STM STM STM STMSTM STM STM STM STM STMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS W W W W W W W W W W W W W WW W W WEE E E E E E E E EDRY POND 330' OF DURASLOT SLOTTED DRAIN RATED FOR LIGHT PASSENGER VEHICLE TRAFFIC 381' OF 10" HDPE ROOF DRAIN @ 0.5% CLEANOUT TOC=829.50 INV=828.00 CLEANOUT TOC=828.80 INV=826.42 CLEANOUT TOC=828.50 YARD INLET TOC=827.45 (6")INV=826.60 RIP RAP REVETMENT PAD 4 1 1 1 1 7 8 9 2 3 10 11 12 13 6 5 DRAINAGE PLAN NOTES DOWNSPOUTS TO CONNECT TO PROPOSED ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PLANS. 330' OF 10" DURASLOT SLOTTED DRAIN RATED FOR LIGHT PASSENGER VEHICLE TRAFFIC. REFER TO DETAILS ON SHEET C602. CONNECT TRENCH DRAIN TO PROPOSED STRUCTURE WATER QUALITY UNIT CONTROL STRUCTURE DIVERSION STRUCTURE 12' WIDE EMERGENCY OVERFLOW. INSTALL NEW BEEHIVE STRUCTURE. CONNECT TO EXISTING 15" PIPE AND EXTEND NEW 15" PIPE WEST TO NEW STRUCTURE WEST OF THE PROPOSED SIDEWALK. RECONNECT 6" OUTLET FROM THE DRAIN TO STRUCTURE 304. NATIVE PLANTINGS WITHIN BASIN. REFER TO SPECS ON SHEET C601. SIGN FOR NATIVE PLANTINGS. DETAIL ON SHEET C601. CONNECT STRUCTURE 900 TO EXISTING 15" PIPE STONE LEVEL SPREADER WITH UNDER DRAIN. REFER TO DETAIL ON SHEET C601 C600DRAINAGE PLANW190582-C600 drainage plan1 2 3 4 5 6 ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (2 HEAD) DISTRIBUTION BOX ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT NATIVE PLANTINGS AREA AREAS DRAINAGE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN FLOW DIRECTION AND SLOPE GENERAL DRAINAGE NOTES 1. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND STORMWATER POLLUTION PREVENTION PLAN. 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION (INDOT) STANDARD SPECIFICATIONS, LATEST EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 5. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 8. ANY PART OF STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 10. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 11. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 14. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 15. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 16. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS. 17. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER INSTALLATION. 18. ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. 19. EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 20. ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 21. ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 22. ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR CHANNEL FROM INVERT IN TO INVERT OUT. 23. NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER TO THE OWNER. 24. ALL HDPE PIPE SHALL BE DUAL WALLED, HANCOR HQ, ADS N-12 PIPE OR APPROVED EQUAL. 25. ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT LIMITED TO END CAPS, CLEANOUTS, REDUCERS, ETC., SHALL BE OF HDPE MATERIAL COMPARABLE WITH STORAGE PIPES. 26. PROVIDE BACKFILL WITH A MINIMUM OF 4" BEDDING MATERIAL OF #8 AGGREGATE COMPACTED IN 8" LIFTS TO 95% MAXIMUM DRY DENSITY. 27. VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM SEWER CONNECTION. 28. THE PROPOSED STORM SEWER ON THIS SITE SHALL BE PRIVATE. 29. CONTRACTOR TO CONNECT BACK ANY FIELD TILES FOUND DURING EXCAVATION AND MAINTAIN POSITIVE DRAINAGE.REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS CARMEL REQUIREMENTS 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2. DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT-0F-WAY. 3. M.F.P.G. = MINIMUM FLOOD PROTECTION GRADE M.F.P.G. OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOOD WATERS CAN ENTER A BUILDING. 4. M.L.A.G. = LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE WHEN THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE. (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POST, OR PIERS, AND RIM OF THE WINDOW WELL. 7 8 9 10 11 12 13 07/14/21 12" INV=824.08 OUTLET CONTROL STR TC=827.50 12" RCP OUTLET INV=824.40 HYDRO INTERNATIONAL FIRST DEFENSE HIGH CAPACITY 8' UNIT TC=829.20 12" HDPE INV=824.08 12" RCP INV=824.08 DIVERSION STR 12" RCP INV=824.68 DIFFERENCE FROM INLET INVERT SERVES AS WEIR 12" INV=824.02 12" HDPE INV=824.02 12" RCP INV=824.02 12" HDPE INV=824.06 C601DRAINAGE DETAILSW190582-C602 drainage detREQUIREMENTS FOR ALL STORM SEWER BENCHWALLS BENCH WALLS SHALL BE SHAPED AND FORMED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE OF FLOWS THROUGH THE MANHOLE OR BOX INLET. THE BENCH WALL SHALL FORM A DEFINED CHANNEL, TO A MINIMUM HEIGHT OF 80-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO FORM A "U" SHAPED CHANNEL, CONSTRUCTED AT A MINIMUM ½-INCH PER FOOT SLOPE TO THE MANHOLE WALL. WHERE A FLOW CHANNEL IS CONSTRUCTED AS AN INTEGRAL PART OF THE PRE-CAST BASE, IT SHALL BE SHAPED AND FORMED AS DESCRIBED ABOVE, WITH THE EXCEPTION THAT THE BOTTOM OF THE FLOW CHANNEL MAY BE FORMED FROM THE BOTTOM OF INLET AND OUTLET PIPES IF THE PIPE WALL THICKNESS IS NOT GREATER THAN ONE (1) INCH. FOR CAST-IN-PLACE FLOW CHANNELS, THE BOTTOM INVERT OF ALL PIPES ENTERING A MANHOLE SHALL BE AT LEAST THREE (3) INCHES ABOVE THE TOP OF THE BASE SLAB TO THE OUTLET INVERT SO THE FINISHED SEWER CHANNEL MAY BE INSTALLED AND SHAPED. FOR CONNECTIONS TO EXISTING STORM SEWER STRUCTURES, FLOW CHANNELS SHALL BE SHAPED, AS SPECIFIED HEREIN, AS IF IT WERE A NEW MANHOLE OR BOX INLET STRUCTURE. SPECIFICATIONS FOR ALL STORM SEWER CASTINGS ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS "NO DUMPING, DRAINS TO STREAM", OR SIMILARLY APPROVED MESSAGE, CAST IN RAISED OR RECESSED LETTERS AT A MINIMUM OF 1" IN HEIGHT. IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERS.REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS 827.50828.05 828.05 NOTE: THE EMERGENCY OVERFLOW SHOULD HAVE A MINIMUM 0.50' OF FREEBOARD ABOVE THE MAXIMUM ANTICIPATED FLOW THOUGH THE EMERGENCY OVERFLOW. 18" DEEP RIPRAP (1/3 CU. FT. MIN. SIZE) 3:1 SLOPE EMERGENCY OVERFLOW 100 YEAR ELEV.=827.42 3 :1 SLOPE EMERGENCY OVERFLOW (NO SCALE) NOTE: GENERAL DETAIL. USE OFFLINE 8' UNIT. REFER TO OTHER DETAILS ON THIS SHEET FOR FULL DETAILS.NATIVE PLANTINGS SIGN PERMANENT SIGNS SIZE: MINIMUM OF ONE SQUARE FOOT MAXIMUM OF FOUR SQUARE FEET DISTANCE: NO MORE THAN 500 FEET APART, WITH NO LESS THAN 3 SIGNS PER POND. A SIGN MUST BE PLACED AT ALL PUBLIC ACCESS AND ENTRANCE ARES TO THE POND. MATERIAL: PERMANENT MATERIAL, EITHER WOOD OR METAL WITH BLADED EDGES. TEXT: AT MINIMUM, MUST HAVE THE WORDS "NATIVE PLANTINGS" AND ANY OTHER TEXT REQUIRED BY THE CITY OF CARMEL. COLORS: TO BE DETERMINED BY THE DEVELOPER. NATIVE PLANTINGS DO NOT SPRAY OR MOW INDOT SEED MIXTURE "D" ON POND BANKS THIS MIXTURE SHALL BE APPLIED AT THE RATE OF 1416 LB/AC. IT SHALL CONSIST OF THE MATERIALS AND BE APPLIED AT THE RATES SHOWN BELOW. · Alkaligrass, Puccinellia distans, 3 oz/ac · Bearded Strangletop, Leptochloa fascicularis, 3 oz/ac · Creeping Bentgrass, Agrostis stolonifera, 2 lb/ac · Fowl Manna Grass, Glyceria striata, 2 oz/ac · Perennial Ryegrass, Lolium perenne, 5 lb/ac · Red Fescue, Festuca rubra, 2 lb/ac · Redtop, Agrostis gigantea, 1 lb/ac · Rice Cut Grass, Leersia oryzoides, 2 oz/ac · Virginia Wild Rye, Elymus virginicus, 5 lb/ac · Wetland Carex Species, Carex spp., 3 oz/ac · Wetland Rush Species, Juncus spp., 3 oz/ac NATIVE PLANTING SEED MIX (NO SCALE) 1" DIA. ORIFICE ELEV=825.90 9" DIA. BYPASS ORIFICE ELEV=824.50 0.9" DIA. ORIFICE ELEV=824.50 12" DIA. OUTLET PIPE ELEV=824.40 12" DIA. OUTLET PIPE ELEV=824.40 NEENAH R-4215-C CASTING OR APPROVED EQUAL TOC=827.50 EXISTING 12" INV=824.08 12" HDPE INV=824.08 12" RCP INV=824.08 DIVERSION STR 12" RCP INV=824.68 DIFFERENCE FROM INLET INVERT SERVES AS WEIR 12" RCP INV=824.08 INLET FROM POND RELEASE EXISTING 12" INV=824.0812" HDPE INV=824.08 TO WQ UNIT 12" RCP INV=824.68 ELEV. DIFFERENCE CREATES WEIR NEENAH R-4215-C CASTING OR APPROVED EQUAL TOC=828.50 DIVERSION STRUCTURE DETAIL #101 (NO SCALE) OUTLET CONTROL STRUCTURE #102 (NO SCALE) LEVEL SPREADER 07/14/21 REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS C602DRAINAGE DETAILSEMERGENCY SPILLWAY ELEV=827.50 PROPOSED RETAINING WALL. HEIGHT VARIES ACROSS LENGTH OF DRY BASIN. EXISTING ASPHALT PAVEMENT NATIVE PLANTINGS, REFER TO SEED MIX ON C601 ELEV=825.00 ELEV=824.50 ELEV=825.00 MATCH EXISTING ELEVATION 2' LEVEL SPREADER DRY POND CROSS SECTION (NO SCALE) 07/14/21 E OHU OHU OHUOHU OHU OHU OHU OHU OHU OH U OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU G W W W G G W WEST C A R M E L D R I V E GGG PROPOSED BUILDING 20,121SF± PER FLOOR F.F.E. = 829.85CSTM STM STM STM STM STMSTM STM STM STM STM STM STMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS W W W W W W W W W W W W W WW W W WEE E E E E E E E EDRY POND C603OVERFLOW ROUTING PLANW190582-C601 OVERFLOW ROUTING PLANREVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER PARKING LOT LIGHT (1 HEAD) ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC TOP OF CASTING CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT DRAINAGE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN FLOW DIRECTION AND SLOPE D D LIMITS OF DISTURBANCE 100 YEAR CLOGGED INLET PONDING LIMITS GENERAL NOTES THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0209 G, DATED NOVEMBER 19, 2014. BENCHMARK DATA BM G 54 - ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S. 31, 1.4 MILES NORTH OF I-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FT. WEST OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31, AND 2 FT. EAST OF R/W FENCE. BM G 55 - ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S. 31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131ST STREET, 83 FT. WEST OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31. BM Y 42 - CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111TH STREET. M.F.P.G. = 828.90 M.L.A.G. = 828.85 07/14/21 C604OVERFLOW ROUTING PLANW190582-C601 OVERFLOW ROUTING PLANREVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS ELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER PARKING LOT LIGHT (1 HEAD) ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION TOC TOP OF CASTING CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT DRAINAGE PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES FLOW LINE INDEX CONTOUR INTERMEDIATE CONTOUR SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO EMERGENCY FLOOD ROUTE SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN FLOW DIRECTION AND SLOPE D D LIMITS OF DISTURBANCE GENERAL NOTES THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE ON FLOOD INSURANCE RATE MAP #18057C0209 G, DATED NOVEMBER 19, 2014. BENCHMARK DATA BM G 54 - ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S. 31, 1.4 MILES NORTH OF I-465, 0.4 MILES SOUTH OF 116TH STREET, 100 FT. WEST OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31, AND 2 FT. EAST OF R/W FENCE. BM G 55 - ISHC BRONZE DISK ON A CONCRETE POST PROJECTING 1.5 FT. OUT OF THE GROUND ALONG U.S. 31, 2.6 MILES NORTH OF I-465, 0.7 MILES SOUTH OF 131ST STREET, 83 FT. WEST OF CENTERLINE OF SOUTH BOUND LANE OF U.S. 31. BM Y 42 - CGS DISK IN CONCRETE SLAB ON THE EAST SIDE OF THE MONON TRAIL 218 FT. SOUTH OF 111TH STREET. 07/14/21 E OHUOHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU G W W W G G W WEST C A R M E L D R I VE GGG CSTM STM STM STMSTM STM STM STM STM STM STM STMSTMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS W W W W W W W W W W W W W WW W W WEE E E E E E E E EDRY POND GENERAL UTILITY NOTES 1. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SHALL CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE LIMITS OF CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY COMPANIES, PREVIOUS CONSTRUCTION PLANS AND AS EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE SURVEYOR. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. WITHIN THE CONSTRUCTION LIMITS. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 4. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 5. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 6. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 7. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATION, SIZE, AND ELEVATION OF EXISTING UTILITIES, STRUCTURES, PIPES, PAVEMENTS, ETC. AS RELATED TO THEIR WORK. NOTIFY ENGINEER OF ANY CONFLICT AND/OR DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. 8. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE C900 WATER MAIN GRADE PVC. 9. CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN THE VERTICAL SEPARATION (AS MEASURED FROM THE EXTERIOR OF THE PIPES) BETWEEN SANITARY SEWERS, WATER MAINS AND STORM SEWERS IS 18" OR LESS. 10. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 11. WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, PROVIDE ADEQUATE DEWATERING, DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL MOISTURE OF SOILS. 12. COMPACTED "B" BORROW BACK FILL REQUIRED OVER ALL UTILITIES IN PAVED AREAS. 13. ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. 14. PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. 15. CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 16. COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH LOCAL UTILITIES. 17. COORDINATE LOCATION OF REQUIRED CONDUITS FOR ELECTRIC SERVICE, LIGHT POLES, COMMUNICATION SERVICE AND IRRIGATION SYSTEM. 18. COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 19. COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH PLUMBING DRAWINGS. 20. FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 21. SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/COMMUNICATION CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. 22. ALL EXISTING MANHOLE AND CATCH BASIN GRATES, WATER OR GAS VALVES SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. UTILITY PLAN NOTES SANITARY SEWER NOTES CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO EXISTING SANITARY SEWER LATERAL. COORDINATE CONNECTION WITH MEP. PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED. ALL EXISTING CONNECTIONS MUST BE TELEVISED PRIOR TO CONNECTING. CARMEL UTILITY INSPECTOR MUST BE ON SITE TO WITNESS THE TELEVISING AND CONNECTIONS. CONTACT JASON STEWART PRIOR TO PROCEEDING AT 317-518-5842 EXISTING 6" SANITARY SEWER LATERAL. PROPOSED SANITARY LATERAL CLEANOUT TYPE 1 (IN LANDSCAPE AREAS WITHIN 3' OF BUILDING). REFER TO DETAIL ON SHEET [C801]. INTERNAL FLOOR DRAIN LOCATION. FLOOR INVERT TO BE 15"+/- UNDERSLAB. PROVIDE A 1% UNDERSLAB SLOPE TO THE NORTHWEST CORNER OF THE BUILDING. INVERT AT THE NW CORNER TO BE APPROXIMATE 5'± BELOW FINISH FLOOR WATER SERVICE NOTES: COORDINATE AND CONNECT 6" FIRE LINE TO EXISTING WATER MAIN WITH A WET TAP. CONTACT CARMEL UTILITIES BEFOREHAND (STEVE COOK 317-733-2849) COORDINATE CONNECTION OF DOMESTIC SERVICE LINE AND FIRE SERVICE LINE WITH PLUMBING DRAWINGS. COORDINATE LOCATION AND CONNECTION OF DOMESTIC METER WITH LOCAL SERVICE PROVIDER. 1 1/2" WATER METER SET W/ BACKFLOW PREVENTION INSIDE THE BUILDING REQUIRED. EXISTING FIRE HYDRANT. PROPOSED POST INDICATOR VALVE (PIV). PROPOSED FIRE DEPARTMENT CONNECTION 5" STORZ/2.5" SIAMESE. PROPOSED WATER VALVE. PROPOSED 6" PVC FIRE SERVICE LINE. PROPOSED 2" PE DOMESTIC SERVICE LINE PROPOSED PRIVATE FIRE HYDRANT ASSEMBLY. MUST BE RED IN COLOR FROM THE FACTORY. PROVIDE BOLLARD PROTECTION. 6" PVC LINE FOR THE FDC CONNECTION ELECTRIC NOTES: COORDINATE AND CONNECT BUILDING ELECTRICAL LINE FROM SERVICE DROP LOCATION TO TRANSFORMER. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. 2-4" EC CONDUITS TO BE INSTALLED WITH PULL STRINGS. COORDINATE WITH UTILITY PROVIDER IF A NEW TRANSFORMER IS REQUIRED. BUILDING ELECTRICAL LINE POINT OF CONNECTION. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS REQUIRED. COMMUNICATION NOTES: COORDINATE AND CONNECT BUILDING COMMUNICATION SERVICE LINE(S) TO CONNECTION POINT AS SHOWN. ADJUST AS REQUIRED. PROVIDE (3)-4" PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. GAS SERVICE NOTES: CONNECT PROPOSED GAS SERVICE TO EXISTING GAS LINE. REFER TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE PROVIDER. PROPOSED GAS METER LOCATION. REFER TO PLUMBING DRAWINGS AND COORDINATE WITH SERVICE PROVIDER. W4 W2 W3 SS3 SS2 W1 E1 E2 C1 G1 SS1 W5 W6 W7 W8 W9 C800UTILITY PLANELECTRICAL RISER GUY ANCHOR ELECTRIC JUNCTION BOX ORNAMENTAL LIGHT GENERATOR STREET LIGHT ELECTRIC MANHOLE ELECTRIC OUTLET UTILITY POLE UTILITY POLE W/ TRANSFORMER TRANSFORMER COMMUNICATIONS JUNCTION BOX COMMUNICATIONS MANHOLE COMMUNICATIONS PEDESTAL RIGHT OF WAY LINE FENCE GUARD RAIL BOUNDARY LINE CISTERN DRINKING FOUNTAIN FIRE DEPT HOOKUP FIRE HYDRANT POST INDICATOR VALVE CHILLED WATER MANHOLE WATER MANHOLE SPRINKLER CONTROL BOX SPRINKLER CONTROL VALVE SPRINKLER SPIGOT WELL HEAD WATER METER WATER VALVE GAS METER GAS VALVE ELECTRIC METER LIQUID PROPANE GAS TANK MONITORING WELL TRAFFIC SIGNAL POLE TRAFFIC SIGNAL BOLLARD FLAG POLE PARKING METER POST SIGN PARKING WHEEL STOP DOWN SPOUT ACCESSIBLE SPACE GATE POST COMMUNICATIONS RISER STORM CLEANOUT BEEHIVE INLET CURB INLET FLOOR DRAIN ROUND INLET SQUARE INLET STORM MANHOLE SANITARY SEWER CLEANOUT LIFT STATION SANITARY SEWER MANHOLE SANITARY STUB MARKER SEPTIC TANK PARKING LOT LIGHT (1 HEAD) PARKING LOT LIGHT (3 HEAD) PARKING LOT LIGHT (4 HEAD) PARKING LOT LIGHT (2 HEAD) HEAVY DUTY ASPHALT CONCRETE PAVEMENT DISTRIBUTION BOX ROW RIGHT OF WAY ESMT EASEMENT D.&U.E. DRAINAGE AND UTILITY EASEMENT FFE FINISH FLOOR ELEVATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE VCP VITRIFIED CLAY PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE DIP DUCTILE IRON PIPE SSD SUB SURFACE DRAIN PIPE STM STORM SAN SANITARY STR STRUCTURE CO CLEANOUT STANDARD DUTY ASPHALT PAVEMENT UTILITY PLAN LEGEND UTILITIES ABBREVIATIONS OTHER LINE TYPES FLOW LINE SANITARY SEWER MAIN STORM SEWER MAIN UNDERGROUND GAS UNDERGROUND WATER AERIAL ELECTRIC UNDERGROUND ELECTRIC UNDERGROUND COMMUNICATIONS AERIAL COMMUNICATIONS OVERHEAD UTILITY FORCE MAIN G G G W W E(A) E(A) E E E C C C C(A) C(A) OHU OHU FM FM AERIAL FIBER OPTIC CABLEFO(A) FO(A) UNDERGROUND FIBER OPTICFO FO SANITARY SEWER LATERALSAN SAN ROOF DRAINSTM STM SUB SURFACE DRAIN G2 E3 REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSW S N E ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence.SM STEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJSW10 SS4 W11 07/14/21 (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY #8 CRUSHED STONE OR APPROVED EQUIVALENT CLASS I BEDDING MATERIAL HAND TAMPED OR WALKED INTO PLACE TYPICAL BEDDING SECTION - PVC & HDPE ALL BEDDING & INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER D = DEPTH OF BEDDING MATERIAL BELOW PIPE (1) REGULAR BACKFILL GREATER THAN 5' (1) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT 12" MIN.Bc C801UTILITY PLAN DETAILSW190582-C801 util det(NO SCALE)4"REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWEXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS 07/14/21 C900SPECIFICATIONSW190582-C900 specEROSION CONTROL SPECIFICATIONS 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING WILL BE APPLIED TO ANY AREAS LEFT INACTIVE FOR 15 DAYS OR MORE. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. 6. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 7. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 8. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 9. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 10. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. 11. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. EARTHWORK SPECIFICATIONS 1. SCOPE OF WORK 1.A. EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING, ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. 1.A.1. IN GENERAL THE ITEMS OF WORK TO BE PERFORMED UNDER THIS SECTION SHALL INCLUDE CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS. 1.A.2. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS. ALL UNSUITABLE MATERIALS AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SITE. THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 1.A.3. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE OF KIND AND QUALITY AS SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER. 1.A.4. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH, RUBBISH AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. 1.B. WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS. 1.B.1. EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES. 1.B.2. STORM DRAINAGE SYSTEMS. 1.B.3. SANITARY SEWER SYSTEMS. 1.B.4. WATER SUPPLY SYSTEMS. 1.B.5. DRIVES AND PAVING. 2. BENCHMARKS 2.A. MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. 3. PROTECTION OF TREES 3.A. GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT. 4. REMOVAL OF TREES 4.A. REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. 4.B. ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SITE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). 5. STRIPPING OF TOPSOIL 5.A. REMOVE TOPSOIL TO A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES. 6. SITE GRADING 6.A. GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCUT OPEN AREAS 4 INCHES FOR TOPSOIL. 6.B. ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDING AT TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE. 6.C. SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. 6.D. SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR. 6.E. SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AND SUBGRADE PREPARATION FOR PAVEMENT. 6.F. ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EXCEED 8" IN LOOSE THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT. 6.G. ALL FILL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM 95% MODIFIED PROCTOR). 7. DISPOSITION OF UTILITIES 7.A. RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL WORK UNDER THIS SECTION. 7.B. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES. 7.C. WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS CONTINUED. 7.D. INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE ENGINEER. THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE ENGINEER. 8. SEEDING PREPARATION 8.A. SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERMANENT EROSION CONTROL STRUCTURES. 8.B. REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION. 8.C. PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF GULLIED OR SEVERELY ERODED AREAS. PAVING SPECIFICATIONS 1. SCOPE OF WORK 1.A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. MATERIALS 2.A. CONCRETE: CONCRETE SHALL BE READY-MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM C0260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: 2.A.1. PORTLAND CEMENT: CONFORMING TO ASTM C-150, TYPE IA OR TYPE IIIA. 2.A.2. AGGREGATES: CONFORMING TO ASTM C-33. 2.A.3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. 2.B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. 2.C. PRE MOLDED JOINT FILLER: SHALL BE NON-EXTRUDING TYPE MEETING ASTM D-544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON-EXTRUDING OR RESILIENT. 2.D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. 2.E. COMPACTED AGGREGATE SUB-BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, ELONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOWS: PER LATEST REVISIONS. SIEVE SIZE % PASSING 1-1/2" 100 1" 80-100 3/4" 79-90 1/2" 55-80 #4 35-60 #8 25-50 #30 12-30 #200 5-10 3. APPLICATION 3.A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. 3.B. PREPARATION OF SUB-GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB-GRADE PRIOR TO PAVING. 3.C. COMPACTION OF SUB-GRADE: THE FIRST 6 INCHES BELOW THE SUB-GRADE SHALL BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T-99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB-GRADE 3.D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. 3.E. PLACING CONCRETE: 3.E.1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE 3.E.2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3.E.3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. 3.F. CONCRETE CURB: 3.F.1. EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM SPACING OF 100 FEET. 3.F.2. CONTRACTION JOINTS: UNLESS OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED 10 FEET ON CENTER. 3.F.3. FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FILL ANY HONEYCOMBED PLACES, FINISH SQUARE CORNERS TO 1/4 INCH RADIUS AND OTHER CORNERS TO RADII SHOWN. 3.G. CONCRETE WALKS AND EXTERIOR STEPS: 3.G.1. SLOPES: PROVIDE ¼ INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 3.G.2. DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS. 3.G.3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE ½ INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. 3.H. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. 3.I. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE (TYPE B OR C) PAVEMENT SHALL BE AS SPECIFIED IN SECTION 401/402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. 3.J. COMPACTED AGGREGATE SUB-BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB-BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. STORM SEWER SPECIFICATIONS 1. SCOPE OF WORK 1.A. THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. 2. MATERIALS 2.A. STORM SEWERS: 2.A.1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-76 CLASS 3 LATEST REVISION WITH JOINTS CONFORMING TO ASTM C-443 LATEST REVISION. 2.A.2. STORM SEWERS HANCOR "HIQ" PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING REQUIREMENTS: 2.A.2.a. 4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING AASHTO M294 TYPE S. 2.A.2.b. GASKETS MEETING ASTM D1056 GRADE 2A2. 2.A.2.c. FITTINGS MEETING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL CLASSIFICATION 324420C: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33. 2.B. DRAINAGE STRUCTURES: 2.B.1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM C-478 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS. 2.B.2. CASTINGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT BLASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A-48 LATEST REVISION. 2.B.3. JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER TYPE GASKETS SHALL MEET ASTM C-443 LATEST REVISION. 2.C. SUBDRAINS: 2.C.1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729, OR ASTM F405. 3. APPLICATION 3.A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS. 3.B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND/OR UTILITY COMPANY. 3.C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS. 3.D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. 3.E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. 3.F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED. 3.G. BACKFILLING 3.G.1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 3.G.2. HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH GRANULAR MATERIAL. COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 3.H. SUBDRAINS: ALL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS. 3.I. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. WATER LINE SPECIFICATIONS 1. SCOPE OF WORK 1.A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER DISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE CONNECTING TO ALL SUCH LINES OF THE BUILDING PIPING AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 2. MATERIALS 2.A. DUCTILE IRON (D.I.) PIPE: DUCTILE IRON PIPE SHALL BE CLASS 350 AND MEET AWWA C-150 AND C-151 SPECIFICATIONS. JOINTS SHALL MEET AWWA C-111 SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C-104 AND SHALL BE COATED OUTSIDE WITH A BITUMINOUS COATING. D.I. FITTINGS SHALL BE CEMENT LINED AND MEET AWWA C-110 SPECIFICATIONS (350 PSI). COMPACT D.I. FITTINGS SHALL BE CEMENT LINED AND MEET AWWA C-153 SPECIFICATIONS (CLASS 53, 350 PSI) 2.B. POLYVINYL CHLORIDE (PVC) PIPE: PVC PIPE SHALL HAVE THE SAME OUTSIDE DIAMETER AS DUCTILE IRON PIPE, HAVE A MINIMUM WALL THICKNESS OF DR-18 FOR PRESSURE CLASS 150 AND MEET AWWA C900 SPECIFICATIONS. JOINTS SHALL BE SLIP-ON TYPE WITH INTEGRAL BELL AND SPIGOT. 2.C. POLYETHYLENE (HDPE) PIPE: HDPE PIPE SHALL MEET AWWA C901 AND C906 SPECIFICATIONS. PIPE (3"-24") SHALL HAVE A MINIMUM WALL THICKNESS OF SRD 11. HDPE FITTINGS SHALL HAVE SAME DR AS PIPE BEING INSTALLED. 2.D. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH FEDERAL SPECIFICATION WW-T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS. 2.E. FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C-502 AND SHALL MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND THREADS, DIRECTION OF OPENING AND DIMENSIONS OF OPERATING AND CAP NUTS. FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES. A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH INLET CONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE. 2.F. VALVES: ALL VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SHALL BE PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH STANDARDS, THE FOLLOWING REQUIREMENTS. 2.F.1. VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE VALVES CONFORMING TO AWWA SPECIFICATION C-500. THEY SHALL OPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS SYSTEM. VALVE STEMS SHALL TERMINATE IN 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS. 2.F.2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND-WAY, GROUND-KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS. 2.G. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 2.G.1. FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD BUFFALO-TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5-1/4 INCHES. 2.G.2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2-1/2 INCHES AND HAVING LID HELD IN PLACE BY A BRASS OR BRONZE BOLT. THE CASTINGS SHALL BE COATED WITH TWO COATS OF COAL-TAR PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS. 3. APPLICATION: 3.A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. CONTRACTOR SHALL FURNISH ALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS. 3.B. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED. 3.C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN LOCAL AUTHORITY GIVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER LINE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER. IN LOCATIONS WHERE SEPARATE TRENCHES FOR SEWER AND WATER LINES ARE IMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. 3.D. WIDTH OF TRENCH: EXCAVATE TRENCHES 12 INCHES EACH SIDE OF THE PIPE FOR PROPER INSTALLATION OF PIPE. 3.E. SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS. 3.F. WATER REMOVAL: KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION THEREIN IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS, OR NATURAL DRAINAGE CHANNELS. 3.G. GRADING TRENCH BOTTOMS: THE BOTTOM QUADRANT OF THE PIPE SHALL BE FULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. THE TRENCH MAY BE EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVEL BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROOTS OR FROZEN CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. BACKFILL UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIAL. 3.H. TESTS: BEFORE JOINTS ARE COVERED, FILL THE PIPING WITH WATER, OPENING HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE AS REQUIRED BY THE LOCAL UTILITY. INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEEN FLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. 3.I. IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THE WATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON OR PVC PIPE WITH MECHANICAL JOINTS WITHIN 10' OF EITHER SIDE THE WATER LINE. 3.J. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. 3.K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF EACH WATER STUB AND VALVES FROM NEAREST FIRE HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE ORIGINAL CONSTRUCTION DRAWINGS AND "RECORD DRAWING" PRINTS SHALL BE SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE. NOTE: THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. PAVEMENT MARKING SPECIFICATIONS 1. SUMMARY 1.A. SECTION INCLUDES: 1.A.1. PAINTING AND MARKING OF PAVEMENTS. 1.B. REFERENCES 1.B.1. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION ONLY. 1.B.2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION (AASHTO): 1.B.2.a. AASHTO M247 - GLASS BEADS USED IN TRAFFIC PAINTS 1.B.2.b. AASHTO M248 - READY-MIXED WHITE AND YELLOW TRAFFIC PAINTS 1.B.3. ASTM INTERNATIONAL (ASTM): 1.B.3.a. ASTM D4414 - STANDARD PRACTICE FOR MEASUREMENT OF WET FILM THICKNESS BY NOTCHED GAUGES. 1.B.4. FEDERAL SPECIFICATIONS (FS): 1.B.4.a. FS A-A-2886 - PAINT, TRAFFIC, SOLVENT BASED (SUPERSEDES FS TT-P-85 AND FS TT-P-115, TYPE I) 1.B.4.b. FS TT-B-1325 - BEADS (GLASS SPHERES) RETRO-REFLECTIVE 1.B.4.c. FS TT-P-1952 - PAINT, TRAFFIC AND AIRFIELD MARKING, WATERBORNE 1.C. PROJECT CONDITIONS 1.C.1. MAINTAIN ACCESS FOR VEHICULAR AND PEDESTRIAN TRAFFIC AS REQUIRED FOR OTHER CONSTRUCTION ACTIVITIES. UTILIZE FLAGMEN, BARRICADES, WARNING SIGNS, AND WARNING LIGHTS AS REQUIRED. 1.D. QUALITY ASSURANCE 1.D.1. USE TRAINED AND EXPERIENCED PERSONNEL IN APPLYING THE PRODUCTS AND OPERATING THE EQUIPMENT REQUIRED FOR PROPERLY PERFORMED WORK. 2. PRODUCTS 2.A. MATERIALS 2.A.1. PAINT SHALL BE WATERBORNE OR SOLVENT BORNE, COLORS AS SHOWN OR SPECIFIED HEREIN. PAVEMENT MARKING PAINTS SHALL COMPLY WITH APPLICABLE STATE AND LOCAL LAWS ENACTED TO ENSURE COMPLIANCE WITH FEDERAL CLEAN AIR STANDARDS. PAINT MATERIALS SHALL CONFORM TO THE RESTRICTIONS OF THE LOCAL AIR POLLUTION CONTROL DISTRICT. 2.A.2. WATERBORNE PAINT: PAINTS SHALL CONFORM TO FS TT-P-1952. 2.A.3. SOLVENT BORNE PAINT: PAINT SHALL CONFORM TO FS A-A-2886 OR AASHTO M248. PAINT SHALL BE NON_BLEEDING, QUICK_DRYING, AND ALKYD PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC_BEARING SURFACE AND BE MIXED IN ACCORDANCE WITH MANUFACTURE'S INSTRUCTIONS BEFORE APPLICATION FOR COLORS WHITE, YELLOW, BLUE, AND RED. 2.A.4. GLASS BEADS: AASHTO M 247, TYPE 1 OR FS TT-B-1325, TYPE 1, GRADATION A. 3. EXECUTION 3.A. EXAMINATION 3.A.1. EXAMINE THE WORK AREA AND CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.B. PREPARATION 3.B.1. SWEEP AND CLEAN SURFACE TO ELIMINATE LOOSE MATERIAL AND DUST. 3.B.2. WHERE EXISTING PAVEMENT MARKINGS ARE INDICATED ON CONSTRUCTION DRAWINGS TO BE REMOVED OR WOULD INTERFERE WITH ADHESION OF NEW PAINT, A MOTORIZED ABRASIVE DEVICE SHALL BE USED TO REMOVE THE MARKINGS. EQUIPMENT EMPLOYED SHALL NOT DAMAGE EXISTING PAVING OR CREATE SURFACES HAZARDOUS TO VEHICLE OR PEDESTRIAN TRAFFIC. WITHIN PUBLIC RIGHTS-OF-WAY, APPROPRIATE GOVERNING AUTHORITY SHALL APPROVE METHOD OF MARKING REMOVAL. 3.B.3. NEW PAVEMENT SURFACES SHALL BE ALLOWED TO CURE FOR NOT LESS THAN 30 DAYS BEFORE APPLICATION OF MARKING MATERIALS. 3.C. APPLICATION 3.C.1. APPLY TWO COATS OF SAME COLOR OF PAINT AS SPECIFIED BELOW, AT MANUFACTURER'S RECOMMENDED RATE, WITHOUT ADDITION OF THINNER, WITH MAXIMUM OF 100 SQUARE FEET PER GALLON OR AS REQUIRED TO PROVIDE A MINIMUM WET FILM THICKNESS OF 15 MILS AND DRY FILM THICKNESS OF 7 ½ MILS PER COAT. PAINT SHALL BE APPLIED FOR A TOTAL DRY FILM THICKNESS OF 15 MILS. APPLY WITH MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. AT SIDEWALK CURBS AND CROSSWALKS, USE STRAIGHTEDGE TO ENSURE UNIFORM, CLEAN, AND STRAIGHT STRIPE. 3.C.2. INSTALL PAVEMENT MARKINGS ACCORDING TO MANUFACTURER'S RECOMMENDED PROCEDURES FOR THE SPECIFIED MATERIAL. 3.C.3. FOLLOWING ITEMS SHALL BE PAINTED WITH COLORS NOTED BELOW: 3.C.3.a. PEDESTRIAN CROSSWALKS: WHITE 3.C.3.b. EXTERIOR SIDEWALK CURBS AND GUARD POSTS: YELLOW 3.C.3.c. FIRE LANES: RED OR PER LOCAL CODE 3.C.3.d. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN OPPOSITE DIRECTIONS: YELLOW 3.C.3.e. LANE STRIPING WHERE SEPARATING TRAFFIC MOVING IN THE SAME DIRECTION: WHITE 3.C.3.f. ADA SYMBOLS: BLUE OR PER LOCAL CODE 3.C.3.g. ADA PARKING SPACE MARKINGS AS SHOWN ON THE DRAWINGS. 3.C.3.h. PARKING STALL STRIPING: WHITE, UNLESS OTHERWISE NOTED ON CONSTRUCTION DRAWINGS 3.C.4. APPLY GLASS BEADS AT PEDESTRIAN CROSSWALK STRIPING AND AT LANE STRIPING AND ARROWS AT DRIVEWAYS CONNECTING TO PUBLIC STREETS. BROADCAST GLASS BEADS UNIFORMLY INTO WET MARKINGS AT A RATE OF 6 LB/GAL. 3.D. FIELD QUALITY CONTROL 3.D.1. INSPECTION: AFTER THE PAINT HAS THOROUGHLY DRIED, VISUALLY INSPECT THE ENTIRE APPLICATION AND TOUCH UP AS REQUIRED TO PROVIDE CLEAN, STRAIGHT LINES AND SURFACES THROUGHOUT. 3.D.2. TESTING: TESTING OF WET FILM THICKNESS SHALL BE PERFORMED A MINIMUM OF TWO TIMES ON EACH PARKING ROW (INCLUDING STRIPED ISLANDS) AND PEDESTRIAN CROSS WALKS, AND A MINIMUM OF ONE TEST ON EACH LANE/ALIGNMENT STRIPING. AT LEAST ONE TEST SHALL BE PERFORMED AFTER REFILLING PAINT STRIPING MACHINE, CHANGING OPERATORS OF STRIPING MACHINE, AND CHANGING PAINT TYPES, BRANDS, ETC. THIS SHALL BE PERFORMED IN ADDITION TO THE TESTING STATED ABOVE. THESE TESTS SHALL BE PERFORMED ON EACH COAT APPLIED. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM D4414. 3.E. CLEANING 3.E.1. WASTE MATERIALS SHALL BE REMOVED AT THE END OF EACH WORKDAY. UPON COMPLETION OF THE WORK, ALL CONTAINERS AND DEBRIS SHALL BE REMOVED FROM THE SITE. PAINT SPOTS UPON ADJACENT SURFACES SHALL BE CAREFULLY REMOVED BY APPROVED PROCEDURES THAT WILL NOT DAMAGE THE SURFACES AND THE ENTIRE JOB LEFT CLEAN AND ACCEPTABLE.REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS -NOTE- PAVING IN THE RIGHT-OF-WAY TO CONFORM TO THE CITY SPECIFICATIONS. ALL CURBS MUST CONFORM TO CITY'S CURBING SPECIFICATIONS. 07/14/21 C901SPECIFICATIONSW190582-C900 specREVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS ” 07/14/21 C902SPECIFICATIONSW190582-C900 specNOTE: THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. SANITARY SEWAGE SPECIFICATIONS PART 1 - GENERAL 1. SUMMARY 1.A. SECTION INCLUDES: 1.A.1. SANITARY SEWER DRAINAGE PIPING, FITTINGS, ACCESSORIES, CLEANOUTS, AND BEDDING. 1.A.2. CONNECTION OF SITE SANITARY SEWER SYSTEM TO MUNICIPAL SANITARY SEWER SYSTEMS. 1.B. RELATED REQUIREMENTS: 1.A.1. EARTHWORK: TRENCHING, BACKFILL, AND COMPACTION FOR UTILITIES 1.A.2. SEWER MANHOLES, FRAMES, AND COVERS 1.A.3. CAST-IN-PLACE STRUCTURAL CONCRETE 2. REFERENCES 2.A. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION ONLY. 2.B. ASTM INTERNATIONAL (ASTM): 2.B.1. ASTM A74 - CAST IRON SOIL PIPE AND FITTINGS 2.B.2. ASTM A746 - DUCTILE IRON GRAVITY SEWER PIPE 2.B.3. ASTM C425 - COMPRESSION JOINTS FOR VITRIFIED CLAY PIPE AND FITTINGS 2.B.4. ASTM C564 - RUBBER GASKETS FOR CAST IRON SOIL PIPE AND FITTINGS 2.B.5. ASTM C700 - VITRIFIED CLAY PIPE, EXTRA STRENGTH, STANDARD STRENGTH, AND PERFORATED 2.B.6. ASTM D2241 - POLY (VINYL CHLORIDE) (PVC) PRESSURE-RATED PIPE (SDR SERIES) 2.B.7. ASTM D2657 - HEAT-JOINING POLYOLEFIN PIPE AND FITTINGS 2.B.8. ASTM D3034 - TYPE PSM POLY (VINYL CHLORIDE) (PVC) SEWER PIPE AND FITTINGS 2.B.9. ASTM D3035 - POLYETHYLENE (PE) PLASTIC PIPE USING FLEXIBLE ELASTOMERIC SEALS 2.B.10. ASTM D3139 - JOINTS FOR PLASTIC PRESSURE PIPE USING FLEXIBLE ELASTOMERIC SEALS 2.B.11. ASTM D3261 - BUTT HEAT FUSSION POLYETHYLENE (PE) PLASTIC FITTINGS FOR POLYETHYLENE PLASTIC PIPE AND TUBING 2.B.12. ASTM F477 - ELASTOMERIC SEALS (GASKETS) FOR JOINING PLASTIC PIPE 2.B.13. ASTM F1417 - STANDARD TEST METHOD FOR INSTALLATION ACCEPTANCE OF PLASTIC GRAVITY SEWER LINES USING LOW-PRESSURE AIR. 2.C. AMERICAN WATER WORKS ASSOCIATION (AWWA): 2.C.1. AWWA C111 - RUBBER_GASKET JOINTS FOR DUCTILE IRON PRESSURE PIPE AND FITTINGS 2.C.2. AWWA C600 - DUCTILE-IRON WATER MAINS AND THEIR APPURTENANCES 2.C.3. AWWA C900 - POLYVINYL CHLORIDE (PVC) PRESSURE PIPE, 4 IN. THROUGH 12 IN, FOR WATER DISTRIBUTION 2.C.4. AWWA C901 - POLYETHYLENE (PE) PRESSURE PIPE, TUBING AND FITTINGS 1/2 INCH THROUGH 3 INCHES, FOR WATER DISTRIBUTION 2.C.5. AWWA C906 - POLYETHYLENE (PE) PRESSURE PIPE AND FITTINGS, 4 INCH THROUGH 63 INCH, FOR WATER DISTRIBUTION 3. SUBMITTALS 3.A. PROJECT RECORD DOCUMENTS: 3.A.1. ACCURATELY RECORD ACTUAL LOCATIONS OF PIPE RUNS, CONNECTIONS, CLEANOUTS, AND INVERT ELEVATIONS. 3.A.2. IDENTIFY AND DESCRIBE UNEXPECTED VARIATIONS TO SUBSOIL CONDITIONS AND LOCATION OF UNCHARTED UTILITIES. 4. PROJECT CONDITIONS 4.A. COORDINATE WORK WITH TERMINATION OF SANITARY SEWER CONNECTION OUTSIDE BUILDING AND CONNECTION TO MUNICIPAL SEWER UTILITY SERVICE. PART 2 - PRODUCTS 1. SEWER PIPE, FITTINGS, AND JOINTS 1.A. POLYVINYL CHLORIDE PIPE (PVC): ASTM D 3034, RATED SDR 35 UNLESS OTHERWISE SPECIFIED BY THE UTILITY COMPANY. PIPE SHALL BE CONTINUALLY MARKED WITH MANUFACTURER'S NAME, PIPE SIZE, CELL CLASSIFICATION, SDR RATING, AND ASTM D 3034 CLASSIFICATION. 1.A.1. PIPE JOINTS: INTEGRALLY MOLDED BELL ENDS, ASTM D 3034, TABLE 2, WITH FACTORY SUPPLIED ELASTOMERIC GASKETS AND LUBRICANT. 1.B. VITRIFIED CLAY PIPE (VCP): ASTM C700: USE ONLY IF REQUIRED BY LOCAL JURISDICTION. 1.B.1. FITTINGS: ASTM C700 1.B.2. JOINTS: ASTM C425 1.B.3. GASKETS: ASTM C425. GASKETS SHALL BE MANUFACTURED FROM HIGH GRADE, PROPERLY VULCANIZED ELASTOMERIC COMPOUND CONSISTING OF EITHER BASIC NATURAL OR SYNTHETIC RUBBER. GASKET MANUFACTURING TOLERANCES SHALL COMPLY WITH RUBBER MANUFACTURER'S ASSOCIATION TOLERANCES FOR GASKETS. 1.B.4. LUBRICANT: SUITABLE FOR LUBRICATING JOINT COMPONENTS; NO DETERIORATING EFFECTS ON GASKET OR PIPE MATERIAL, WILL NOT SUPPORT GROWTH OF FUNGI OR BACTERIA, AND SHALL BE OF TYPE RECOMMENDED BY GASKET MANUFACTURER. 1.C. FORCE MAIN: 1.C.1. HIGH-DENSITY POLYETHYLENE PIPE (HDPE): AWWA C901 AND C906, ASTM D3035, SDR 11 FOR 150 PSI PRESSURE RATING. 1.C.1.1. FITTINGS: MOLDED, AWWA C901 OR C906. 1.C.1.2. JOINTS: BUTT FUSION, ASTM D2657, FLANGED GASKET JOINTS AT INTERFACE 1.C.2. POLYVINYL CHLORIDE PIPE (PVC): FOR LESS THAN 4 INCHES IN DIAMETER, ASTM D2241 FOR PUSH-ON OR SOLVENT WELD JOINTS, AND FOR PIPE 4 INCHES IN DIAMETER AND LARGER, AWWA C900, CLASS 150 WITH PUSH-ON JOINTS. 1.C.2.1. JOINTS/FITTINGS: PUSH-ON, ASTM D3139 WITH ASTM F477 GASKETS. 1.C.2.2. SOLVENT CEMENT: ASTM D2564. 1.C.3. DUCTILE IRON PIPE (DIP): ASTM A746, CLASS 50, INSIDE NOMINAL DIAMETER AS SHOWN ON THE DRAWINGS, BELL AND SPIGOT END. 1.C.4. DUCTILE IRON PIPE JOINT DEVICE: AWWA C111, RUBBER GASKET JOINT DEVICES. 2. PIPE ACCESSORIES 2.A. PIPE JOINTS: MECHANICAL CLAMP RING TYPE, STAINLESS STEEL EXPANDING AND CONTRACTING SLEEVE, NEOPRENE-RIBBED GASKET FOR POSITIVE SEAL. 2.B. FITTINGS: SAME MATERIAL AS PIPE MOLDED OR FORMED TO SUIT PIPE SIZE AND END DESIGN, IN REQUIRED TEE, BENDS, ELBOWS, CLEANOUTS, REDUCERS, TRAPS, ETC. 3. CLEANOUTS AND MANHOLES 3.A. MANHOLES SHALL CONFORM TO SECTION 02536. 3.B. LID AND FRAME: PROVIDE IN ACCORDANCE WITH SECTION 02536. PROVIDE TRAFFIC GRADE AND RATED COVERS AND FRAMES WHERE CLEANOUTS AND MANHOLES ARE WITHIN PAVEMENT, WITH THE LETTERS “SSCO” OR “SANITARY SEWER” RESPECTIVELY CAST INTO THE COVER. 3.C. SHAFT CONSTRUCTION: CAST IRON SHAFT OF INTERNAL DIAMETER AS SPECIFIED ON CONSTRUCTION DRAWINGS WITH 2500 PSI CONCRETE COLLAR FOR CLEANOUTS. 4. APPURTENANCES 4.A. TRACE WIRE: MAGNETIC DETECTABLE CONDUCTOR (#12 COPPER), BRIGHTLY COLORED PLASTIC COVERING, IMPRINTED WITH “SANITARY SEWER SERVICE” IN LARGE LETTERS. PART 3 - EXECUTION 1. EXAMINATION 1.A. VERIFY THAT TRENCH CUT AND EXCAVATION IS READY TO RECEIVE WORK AND EXCAVATIONS, DIMENSIONS, AND ELEVATIONS ARE AS INDICATED ON CONSTRUCTION DRAWINGS. 2. PREPARATION 2.A. HAND TRIM EXCAVATIONS TO REQUIRED ELEVATIONS. CORRECT OVER EXCAVATION WITH BEDDING MATERIAL. 2.B. REMOVE LARGE STONES OR OTHER HARD MATTER THAT COULD DAMAGE PIPE OR IMPEDE CONSISTENT BACKFILLING OR COMPACTION. 3. BEDDING 3.A. EXCAVATE TRENCH AND PLACE BEDDING MATERIAL IN ACCORDANCE WITH THE EARTHWORK SPECIFICATIONS.. 4. INSTALLATION - PIPE 4.A. INSTALL TYPE AND CLASS OF PIPE AS SHOWN ON THE DRAWINGS. PIPES SHALL BE LAID AND MAINTAINED TO THE REQUIRED LINE AND GRADE WITH NECESSARY FITTINGS, BENDS, MANHOLE RISERS, CLEANOUTS AND OTHER APPURTENANCES PLACED AT THE REQUIRED LOCATIONS. THE PIPE SHALL BE INSTALLED WITH UNIFORM BEARING UNDER THE FULL LENGTH OF THE BARREL OF THE PIPE. THE PIPE SHALL BE INSPECTED FOR DEFECTS AND CRACKS BEFORE BEING LOWERED INTO THE TRENCH. DEFECTIVE, DAMAGED OR UNSOUND PIPE, OR PIPE THAT HAS HAD ITS GRADE DISTURBED AFTER LAYING SHALL BE TAKEN UP AND REPLACED. COMMENCE INSTALLATION AT LOWEST POINT WITH THE BELL END UPGRADE. 4.B. NO PIPE SHALL BE LAID IN WATER OR WHEN TRENCH CONDITIONS ARE UNSUITABLE FOR WORK. 4.C. PIPE CONNECTING TO MANHOLES OR OTHER STRUCTURES SHALL TERMINATE FLUSH INSIDE OF THE STRUCTURE WALL. 4.D. JOINTS FOR PVC AND CISP SHALL BE THOROUGHLY LUBRICATED WITH AN APPROVED LUBRICANT BEFORE PIPE SECTIONS ARE SLIPPED TOGETHER. OPEN ENDS SHALL BE FULLY PROTECTED WITH A STOPPER TO PREVENT EARTH OR OTHER MATERIAL FROM ENTERING THE PIPE DURING CONSTRUCTION. CAREFULLY FREE INTERIOR OF THE PIPE FROM DIRT, CEMENT AND OTHER DELETERIOUS MATERIAL AS THE WORK PROGRESSES. 4.E. MAINTAIN SEPARATION OF POTABLE WATER MAIN FROM SEWER PIPING AT CROSSINGS A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL. 4.F. INSTALL HDPE PIPING AND FITTINGS TO AWWA C901 AND C906. BUTT FUSION WELDED PER ASTM D3261. 4.G. ROUTE PIPE IN STRAIGHT LINE PARALLEL TO ROADS, BUILDINGS AND ADJACENT UTILITIES AND AS SHOWN ON THE DRAWINGS. 4.H. ESTABLISH ELEVATIONS OF BURIED PIPING WITH SUFFICIENT COVER AS RECOMMENDED BY PIPE MANUFACTURER TO ENSURE NOT LESS THAN 3 FEET OF COVER, EXCEPT AS NOTED ON DRAWINGS. 4.I. FORM AND PLACE CONCRETE FOR THRUST BLOCKS AT EACH ELBOW OF PIPE FORCE MAIN. SEE CONSTRUCTION DRAWING FOR DETAILS OF CONSTRUCTION. 4.J. BACKFILL TRENCH IN ACCORDANCE WITH SECTION 02300. 4.K. INSTALL TRACE WIRE CONTINUOUS OVER TOP OF NON-METAL PIPE. BURY 6 INCHES MINIMUM BELOW FINISH GRADE, ABOVE PIPELINE. 5. INSTALLATION - CLEANOUTS AND MANHOLES 5.A. FORM BOTTOM OF EXCAVATION CLEAN AND SMOOTH TO CORRECT ELEVATION. 5.B. FOR CLEANOUTS, FORM AND PLACE CAST_IN_PLACE CONCRETE BASE PAD WITH PROVISION FOR SANITARY SEWER PIPE TO BE INSTALLED TO PROPER ELEVATIONS. 5.C. FOR MANHOLES, CONSTRUCT INVERTS ACCORDING TO THE FOLLOWING GUIDELINES: 5.C.1. INVERT CHANNEL SHALL BE SMOOTH AND ACCURATELY SHAPED TO A SEMICIRCULAR BOTTOM TO MATCH WITH THE INSIDE OF THE ADJACENT SEWER SECTION. 5.C.2. INVERT CHANNELS AND STRUCTURE BOTTOMS SHALL BE SHAPED WITH MORTAR AND LEAN CONCRETE. 5.C.3. CHANGES IN SIZE AND GRADE OF INVERT SHALL BE MADE GRADUALLY AND EVENLY. 5.C.4. CHANGES IN THE DIRECTION OF THE SEWER ENTERING BRANCH OR BRANCHES SHALL HAVE A TRUE CURVE OF AS LARGE A RADIUS AS THE MANHOLE WILL PERMIT. 5.D. FOR MANHOLES, PROVIDE MANHOLE RINGS, FRAME, AND COVER AS SHOWN ON THE CONSTRUCTION DRAWINGS. 6. FIELD QUALITY CONTROL 6.A. FIELD QUALITY CONTROL SHALL BE CONDUCTED BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 01452. 6.B. PIPES AND JOINTS SHALL NOT BE COMPLETELY BACKFILLED UNTIL AFTER INSPECTION, TESTING, AND APPROVAL BY THE OWNER AND LOCAL JURISDICTION. 6.C. PRIOR TO TESTING FOR LEAKAGE, THE PIPE TRENCH SHALL BE BACKFILLED TO AT LEAST THE SPRING LINE OF THE PIPE. IF REQUIRED TO PREVENT PIPE MOVEMENT DURING TESTING, ADDITIONAL BACKFILL SHALL BE ADDED LEAVING THE PIPE JOINTS UNCOVERED TO PERMIT INSPECTION. 6.D. EXFILTRATION TEST 6.D.1. EACH SECTION OF SEWER LINE BETWEEN SUCCESSIVE MANHOLES SHALL BE TESTED BY CLOSING THE LOWER END OF THE SEWER TO BE TESTED AND THE INLET SEWER OF THE UPPER MANHOLE, USING STOPPERS. 6.D.2. FILL THE MANHOLE AND PIPE WITH WATER TO A POINT WHICH PRODUCES A MAXIMUM OF 3 FEET OF HEAD ABOVE THE INVERT OF THE SEWER AT THE CENTER OF THE UPPER MANHOLE; OR IF GROUNDWATER IS PRESENT, 3 FEET OF HEAD ABOVE THE AVERAGE ADJACENT GROUNDWATER LEVEL. 6.D.3. THE ALLOWABLE LEAKAGE SHALL BE 200 GAL/INCH OF PIPE DIAMETER/MILE/DAY 6.E. INFILTRATION TEST 6.E.1. IF EXCESSIVE GROUND WATER IS ENCOUNTERED IN THE CONSTRUCTION OF A SECTION OF THE SEWER, THE EXFILTRATION TEST SHALL NOT BE USED. 6.E.2. THE UPPER AND LOWER ENDS OF THE SEWER TO BE TESTED SHALL BE CLOSED SUFFICIENTLY TO PREVENT THE ENTRANCE OF WATER. 6.E.3. PUMPING OF GROUND WATER SHALL BE DISCONTINUED FOR AT LEAST 3 DAYS; THEN INFILTRATION SHALL BE TESTED. 6.E.4. INFILTRATION INTO EACH SECTION OF SEWER BETWEEN ADJOINING MANHOLES SHALL NOT EXCEED THAT ALLOWED FOR THE EXFILTRATION TEST, EXCEPT THAT HEAD CONDITIONS SHALL BE A MAXIMUM OF 6 FEET. 6.F. THE EXFILTRATION TEST MAY BE LIMITED TO THE MANHOLES ONLY WHEN THE AUTHORITY HAVING JURISDICTION DOES NOT REQUIRE THE TEST AND THE CONSTRUCTION MANAGER WAIVES THE TEST. THE INFILTRATION TEST WILL ALWAYS BE REQUIRED WHEN EXCESSIVE GROUND WATER IS ENCOUNTERED IN ADDITION TO THE AIR TEST. 6.G. AIR TEST: GRAVITY SYSTEMS SHALL BE AIR TESTED BETWEEN MANHOLES AT 3.5 PSI FOR 5 MINUTES PER ASTM F1417 FOR PLASTIC PIPES. 6.H. ALL MANHOLES SHALL BE AIR TESTED IN ACCORDANCE WITH ASTM C1244-93 (STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY NEGATIVE AIR PRESSURE (VACUUM) TEST). 6.I. DEFLECTION TEST: 6.I.1. DEFLECTION TESTS SHALL BE CONDUCTED ON ALL PLASTIC PIPE USING A MANDREL WITH A DIAMETER EQUAL TO 95 PERCENT OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 6.I.2. ALLOWABLE DEFLECTION: MAXIMUM ALLOWABLE PIPE DEFLECTION SHALL NOT EXCEED 5 PERCENT OF NOMINAL INSIDE DIAMETER. 6.I.3. MANDREL: MANDREL, GO/NO-GO, DEVICE SHALL BE CYLINDRICAL IN SHAPE AND CONSTRUCTED WITH EITHER 9 OR 16 EVENLY SPACED ARMS OR PRONGS. MANDRELS WITH FEWER ARMS WILL BE REJECTED AS NOT SUFFICIENTLY ACCURATE. CONTACT LENGTH OF MANDREL'S ARMS SHALL EQUAL OR EXCEED NOMINAL INSIDE DIAMETER OF SEWER TO BE INSPECTED. CRITICAL MANDREL DIMENSIONS SHALL CARRY TOLERANCE OF 0.01-INCH MAXIMUM. CONTRACTOR SHALL PROVIDE MANDREL AND NECESSARY EQUIPMENT FOR MANDREL TEST. 6.I.4. PROCEDURE: MANDREL SHALL BE HAND-PULLED THROUGH FLEXIBLE PIPE SEWER LINES NO EARLIER THAN 30 DAYS AFTER TRENCH HAS BEEN COMPLETELY BACKFILLED. SECTIONS OF SEWER NOT PASSING MANDREL SHALL BE UNCOVERED AND REBEDDED, REROUNDED, OR REPLACED TO SATISFACTION OF OWNER OR GOVERNING AGENCY. REPAIRED SECTION SHALL BE RETESTED. 6.J. HYDROSTATIC TEST: FORCE MAIN PIPING SHALL BE HYDROSTATICALLY TESTED AT 150 PSI IN ACCORDANCE WITH AWWA C 600. 6.K. PROVIDE MEASURING DEVICES, METERS, WATER, MATERIALS, AND LABOR FOR MAKING THE REQUIRED TESTS. 6.L. TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE CONSTRUCTION MANAGER OR HIS DESIGNEE. TEST DATA SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL. END OF SECTION REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R EXTRA SPACE STORAGE - CARMELISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil EngineeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SMSTEVEN SCOTT RUCKER, PE No. 11300279 08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS 07/14/21 DECIDUOUS SHRUBS EVERGREEN SHRUBS PLANT SCHEDULE PLAN KEY BOTANICAL NAME COMMON NAME SIZE QUANTIT Y R OOT CONDITION B & B B ARE C ONT ON CENTER SPACING SPECIA L IN STRUCTI O NS PfG SxG SPIRAEA X 'GOLD MOUND' POTENTILLA FRUTICOSA 'GOLDFINGER' GOLDFINGER POTENTILLA GOLD MOUND SPIREA #2 #3 X X SEE PLAN SEE PLAN MIN 18" MIN 18" BkG IgC ILEX GLABRA 'CHAMZIN' BUXUS X KOREANA 'GREEN GEM' GREEN GEM BOXWOOD NORDIC HOLLY 18" 18" X X SEE PLAN SEE PLAN MIN 18" MIN 18" 10 9 11 16 MATURE SIZE 3'T x 3'W 30"T x 36"W 2'T x 2'W 4'T x 4'W TREES TD TAXODIUM DISTICHUM BALD CYPRESS X SEE PLAN MIN 6'6 35'T x 20'W BN BETULA NIGRA RIVER BIRCH X SEE PLAN MIN 6'6 35'T x 20'W E OHU OHU OHUOHU OHU OHU OHU OHU OHU O HU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU G W W W G G W WEST C A R M E L D R I V E C C C CGGG PROPOSED BUILDING 20,121SF± PER FLOOR F.F.E. = 829.85CSTM STM STM STM STM STMSTM STM STM STM STM STM STMESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS ESMT. FOR BMP, DETENTION, AND ACCESS W W W W W W W W W W W W W WW W W WEE E E E E E E E EDRY POND LANDSCAPE PLAN NOTES SEED / SOD (ALTERNATE) - FOR SEED, REFER TO PERMANENT SEEDING CHART ON SHEET L201 LANDSCAPE DETAIL SHEET. SOD SHALL BE CERTIFIED GRADE CULTIVATED GRASS SOD: OF "ADVENTURE BLEND" TURF TYPE TALL FESCUE (BY GENERAL CONTRACTOR). REFER TO THE SWPPP SHEETS FOR GRASS PLANTING LOCATIONS. LANDSCAPE BED EDGE (TYP.) MULCH NATIVE PLANTINGS FOR THE BASIN BOTTOM. REFER TO THE SWPPP SHEETS FOR PLANTING SCHEDULE.W190582-L100GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ANY EXISTING TREE(S) THAT MAY REQUIRE REMOVAL BUT ARE NOT SHOWN ON THE PLAN AS BEING REMOVED SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. TREE(S) MAY BE RELOCATED (OR REPLACED) TO AN APPROVED ALTERNATE LOCATION ONSITE FOLLOWING LANDSCAPE ARCHITECT APPROVAL. 3. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 3" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH. ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 4. AN APPROVED PRE-EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 5. FINAL PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE. ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS. LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 6. NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND TAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 7. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 8. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED BY OWNER. 9. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR. 10. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 11. PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 12. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 13. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER. MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 14. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 15. BACKFILL FOR TREE AND SHRUB PLANTING SHALL BE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 16. PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PART COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 17. PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. REMOVE AT TIME OF FINAL ACCEPTANCE. 18. PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. 19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK. UTILITIES ARE SHOWN TO BE APPROXIMATE. CALL UTILITY LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OR OTHER LANDSCAPE MATERIAL. 20. CONTRACTOR TO REVIEW THE SWPPP SERIES PLANS FOR STABILIZATION (SEEDING/SOD/MULCH) REQUIREMENTS. L100LANDSCAPE PLANREQUIREMENT: PROVIDED: LANDSCAPE ORDINANCE REQUIREMENTS RANGE LINE ROAD OVERLAY - SECTION 3.79 RL-OL PARKING STANDARDS - D. PARKING AREAS SHALL BE LOCATED AT THE REAR OR SIDE OF BUILDINGS, AND SCREENED CONSISTENT WITH THE STANDARDS OF BUFFERYARD TYPE "A" AS DESCRIBED IN ARTICLE 5, SECTION 5.21: BUFFERYARD STANDARDS BUFFERYARD TYPE "A" = - MIN. FRONT AND SIDE YARD = 5' - MIN. REAR YARD = 10' - MIN. SHADE OR EVERGREEN TREES PER 100' = 4 RANGE LINE ROAD OVERLAY - SECTION 3.75 RL-OL LANDSCAPING STANDARDS - A. PROTECTION OF EXISTING TREES AND VEGETATION - 1. SITES WITHIN THE RL-OL DISTRICT WITH EXISTING TREES OR STANDS SHALL PROTECT AND INCORPORATE THEM INTO THE OVERALL SITE DESIGN. THE LANDSCAPE PLAN SHALL PRESERVE NOT LESS THAN 50% OF ALL TREES THAT ARE: A. 6" DBH OR LARGER AND B. LOCATED WITHIN THE BUFFERYARD OR GREENBELT NA REQUIRED: NA PER PLAN AS SPACE ALLOWS. NA REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, Indiana W19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R CARMEL SELF STORAGEISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJS W S N E E N GI N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SM08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS BUFFERYARD TYPE "D" = - 8 SHADE TREES, 2 ORNAMENTAL TREES, AND 20 SHRUBS PER 100'. 10 SHADE 2 ORNAMENTAL 26 SHRUBS 10 SHADE 2 ORNAMENTAL 26 SHRUBS 07/14/21 W190582-L100L200LANDSCAPE PLAN DETAILSNOTES 1. AN OAT OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RATES: 1.A. SPRING OATS - ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE 1.B. WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 2. A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED INSTALLATION 1. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING CAPACITY, SOIL FRIABILITY, AND NUTRIENT AVAILABILITY.) SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF THE SOIL. SEEDING OPTIMUM SEEDING DATES ARE MARCH 1 TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED. SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DATES IS STILL POSSIBLE WITH THE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED-TO-SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE.) 3. MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN PLACE. CONSIDER USING EROSION CONTROL BLANKETS ON SLOPING AREAS AND CONVEYANCE CHANNELS MAINTENANCE 1. INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. 2. CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR BLUISHGREEN SEEDLINGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR MORE. 3. CHECK FOR EROSION OR MOVEMENT OF MULCH. 4. REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, RESEED, AND APPLY AND ANCHOR MULCH. 5. IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERIALS CHOSEN, SOIL FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING. APPLY AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS. 6. IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DETERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS. (CONTACT YOUR SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) 7. IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDING TO SOIL TEST RECOMMENDATIONS. 8. ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST RECOMMENDATIONS. 9. FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL-SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING, AND THE REMAINING ONE-THIRD IN MIDDLE SUMMER. TABLE 1. PERMANENT SEEDING RECOMMENDATIONS THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE AVAILABLE COMMERCIALLY. WHEN SELECTING A MIXTURE, CONSIDER INTENDED LAND USE AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. REFERENCE IN CHAPTER 7 PAGES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL LAWNS AND HIGH-MAINTENANCE AREAS 1. BLUEGRASS 2. PERENNIAL RYEGRASS (TURF TYPE) 3. TALL FESCUE (TURF TYPE) - BLUEGRASS 170 LBS. 30 LBS. CHANNELS AND AREAS OF CONCENTRATED FLOW 1. PERENNIAL RYEGRASS - WHITE 2. KENTUCKY BLUEGRASS - SMOOTH BROMEGRASS - SWITCHGRASS - TIMOTHY - PERENNIAL RYEGRASS - WHITE CLOVER 20 LBS. 10 LBS. 3 LBS. 4 LBS. 10 LBS. 2 LBS. 3. TALL FESCUE - WHITE CLOVER 150 LBS. 2 LBS. 4. TALL FESCUE - PERENNIAL RYEGRASS - KENTUCKY BLUEGRASS 5.5 TO 7.5 140 LBS. 5.5 TO 7.0 60 LBS. 90 LBS.5.6 TO 7.0 5.6 TO 7.5 150 LBS. 2 LBS. 5.5 TO 7.0 5.5 TO 7.5 5.5 TO 7.5 150 LBS. 20 LBS. 20 LBS. PERMANENT SEED SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH SEED MIXTURES RATE PER ACRE PURE LIVE SEED OPTIMUM SOIL PH (NO SCALE) V-CUT LANDSCAPE BED EDGE DETAIL4-6"2-4"3" LAYER OF SHREDDED HARDWOOD MULCH "V" DEFINES EDGE AND HOLDS IN MULCH SPECIFICATIONS SITE PREPARATION _ GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. _ PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE AS NEEDED TO ENSURE ROOTING OF SOD. MATERIALS _ SOIL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOIL TEST (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES.) OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. _ SOD - SELECT A HIGH QUALITY, HEALTHY, VIGOROUS VARIETY WELL ADAPTED TO THE REGION AND COMPATIBLE WITH THE INTENDED USE. INSTALLATION SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL, FROZEN SOIL, COMPACTED CLAY, LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPTEMBER 1 TO SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER 1 IF IRRIGATED. SITE PREPARATION 1. APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. 2. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE. 3. WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED SOILS AND CREATE A FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES. SOD BED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO SOIL TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER. 3. APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 4. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. 5. RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK THE SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. LAYING THE SOD 1. INSTALL SOD WITHIN THIRTY-SIX HOURS OF ITS CUTTING. 2. STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION. 3. IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. (IF THE WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.) 4. LAY SOD STRIPS IN A BRICK-LIKE PATTERN. 5. BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRETCH OR OVERLAP THEM), USING A KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRREGULARLY SHAPED AREAS. 6. ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SOIL. 7. IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR INCHES, AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT. SLOPE APPLICATION 1. INSTALL THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. 2. WHERE SLOPES EXCEED A RATIO OF 3:1, STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE. CHANNEL APPLICATION (SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.) 1. EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD. 2. LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW. 3. STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE. 4. STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR WASHOUT DURING ESTABLISHMENT. MAINTENANCE _ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNTIL SOD IS WELL ROOTED. _ KEEP SOD MOIST UNTIL FULLY ROOTED. _ AFTER SOD IS WELL-ROOTED (TWO TO THREE WEEKS), MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES. _ TIME MOWING TO AVOID RUTS IN TURF. _ FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR COOL SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE-HALF IN EARLY FALL. FOR WARM-SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRING, ONE-THIRD IN LATE SPRING AND ONE-THIRD IN MID-SUMMER. REFERENCE IN CHAPTER 7 PAGES 47-50 IN THE INDIANA STORM WATER QUALITY MANUAL CROSS SECTION PERSPECTIVE VIEW (NO SCALE) SOD APPLICATION DETAIL REVISIONS AND ISSUES Part of Section 36, Township 18 North, Range 3 East, Hamilton County, IndianaW19.0582PREPARED FOR: 147 & 155 WEST CARMEL DRIVE, CARMEL, INDIANAPROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:JSDESIGNED BY:DWG NAME:PROJECT NO.:W19.0582DATE BY08.17.2020SSRDATE:RLWKnow what'sbelow. before you dig.Call R CARMEL SELF STORAGEISSUED FOR CITY REVIEW 01.13.2020 BJSISSUED FOR TAC REVISIONS 05.12.2020 BJSE N G I N E E R S317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with conf idence. SM08/17/2020TAC REVISIONS 03.30.2020 BJSISSUED FOR TAC REVISIONS 06.08.2020ISSUED FOR TAC REVISIONS 07.16.2020 BJSWALL GRADING CLARIFICATION 07.23.2020 BJS100% BID AND PERMIT PLANS 08.17.2020 BJS 07/14/21 GENERAL STRUCTURAL NOTES DESIGN CODES: 2012 INTERNATIONAL BUILDING CODE ASCE 7-10 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES. DESIGN LOADS: ROOF DEAD LOAD UNO GROUND SNOW LOAD (Pg) Ce = 1.0 Ct = 1.0 I = 1.0 ROOF SNOW LOAD (PLUS SNOW DRIFTING) INCLUDES 5 PSF RAIN ON SNOW SURCHARGE FLOOR LIVE LOAD ULTIMATE DESIGN WIND SPEED NOMINAL DESIGN WIND SPEED RISK CATEGORY EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT END ZONE WIDTH (a) NOTES: IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE TEMPORARY SHORING AND LATERAL BRACING FOR ALL STRUCTURAL ELEMENTS INCLUDING WALLS, COLUMNS, BEAMS, LINTELS, ETC. FOR WIND, SOIL AND CONSTRUCTION LATERAL AND GRAVITY LOADS. THE BRACING MUST REMAIN IN PLACE UNTIL PERMANENT STRUCTURAL SUPPORTS, INCLUDING ROOF AND FLOOR DIAPHRAGMS ARE INSTALLED AND HAVE REACHED THEIR ALLOWABLE SERVICE STRESSES. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT CONSTRUCTION CONFORMS TO THE LATEST OSHA SAFETY REQUIREMENTS. NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY IF ANY REVISIONS ARE REQUIRED TO THE DRAWINGS DUE TO OSHA SAFETY REQUIREMENTS. GEOTECHNICAL ENGINEER SHALL FIELD VERIFY SOIL BEARING CAPACITY. NOTIFY ARCHITECT AND ENGINEER IF ANY DISCREPANCIES ARE FOUND. THIS PROJECT IS NOT DESIGNED FOR FUTURE CONSTRUCTION. ALLOWABLE SOIL BEARING PRESSURE MODULUS OF SUBGRADE REACTION 15 PSF ----------------------------------- 20 PSF ----------------------------------- 25 PSF ----------------------------------- 125 PSF --------------------------------- 115 MPH --------------------------------- 90 MPH----------------------------------- II -------------------------------------------- B ------------------------------------------- ± 0.18 ------------------------------------- 8 FT --------------------------------------- COMPONENT AND CLADDING ULTIMATE WIND PRESSURES (PSF) INTERIOR ZONE END ZONE 25.9 31.2 24.5 28.2 23.3 25.9 20.8 20.8 20 FT² ZONE EFFECTIVE AREA SEISMIC IMPORTANCE FACTOR (I) RISK CATEGORY SITE CLASS SEISMIC DESIGN CATEGORY MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER (SS) MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER (S1) DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER (SDS) DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER (SD1) 1.0 ----------------------------------------- II -------------------------------------------- D ------------------------------------------- B ------------------------------------------- 0.147g ----------------------------------- 0.082g ----------------------------------- 0.157g------------------------------------ 0.131g------------------------------------ 50 FT² 100 FT² 500 FT² 1500 PSF-------------------------------- 125 PCI ---------------------------------- 1. 2. 3. 4. SUBMITTALS: ALL SUBMITTED STRUCTURAL SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE INFORMATION GIVEN AND DESIGN CONCEPTS EXPRESSED IN THE CONTRACT DOCUMENTS. REVIEW OF SUCH SUBMITTALS IS NOT CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF DETAILS SUCH AS DIMENSIONS AND QUANTITIES AS REQUIRED BY THE CONTRACT DOCUMENTS. DEFERRED SUBMITTALS: THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1: FOR ALL DEFERRED STRUCTURAL SUBMITTALS, INCLUDE CALCULATIONS PREPARED AND CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL SHOP DRAWING REQUIREMENTS. A. METAL STAIRS, LADDERS AND RAILINGS B. METAL BALCONIES, CANOPIES AND SUNSHADES SOILS AND FOUNDATIONS: FOUNDATIONS, RETAINING AND BASEMENT WALLS, SLABS ON GRADE AND OTHER ITEMS RELATED TO THE SOILS ARE DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF ALT & WITZIG ENGINEERING, INC GEOTECHNICAL EVALUATION REPORT 20IN0285 DATED JUNE 17, 2020 AND REVISED JUNE 22, 2020. MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF BUILDING PERIMETER FOOTINGS SHALL BE 36". ALL FOOTINGS ARE CENTERED UNDER WALLS, PILASTERS AND COLUMNS ABOVE UNO. ALL FOUNDATION WALLS SHALL BE LATERALLY BRACED BEFORE BACKFILLING AND COMPACTING. DO NOT BACKFILL AROUND STEEL COLUMNS UNTIL CORROSION RESISTANT ASPHALTIC COATING HAS BEEN INSTALLED BY THE STRUCTURAL STEEL ERECTOR. COORDINATE ALL UNDERGROUND PIPING OR DUCTWORK LOCATIONS AND ELEVATIONS WITH THE MECHANICAL CONTRACTOR. ADJUST FOOTING ELEVATIONS AND PROVIDE SLEEVES PER WALL FOOTING AT UNDERGROUND LINES DETAIL. FOR PIPING OR DUCTWORK PARALLEL TO FOOTING, BOTTOM OF FOOTING ELEVATION SHOULD BE NO HIGHER THAN THE PIPE OR DUCTWORK INVERT ELEVATION PLUS THE HORIZONTAL DISTANCE BETWEEN EDGE OF FOOTING AND EDGE OF PIPING OR DUCTWORK. CONTRACTOR SHALL NOTIFY ARCHITECT AND ENGINEER FOR APPROVAL OF ANY DEVIATIONS PRIOR TO COMMENCING WORK. 1. 2. 3. 4. 5. 6. DESIGN CODES: IBC CHAPTER 19 & ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE & ACI DETAILING MANUALS LATEST EDITION. MINIMUM COMPRESSIVE STRENGTH IS 28 DAYS. CAST-IN-PLACE CONCRETE: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. TYPE STRENGTH A ---------- f'c=3000 PSI ------------- B ---------- f'c=4000 PSI -------------- C ---------- f'c=4000 PSI -------------- D ---------- f'c=3000 PSI -------------- E ---------- f'c=4000 PSI -------------- F ---------- f'c=4500 PSI -------------- G ---------- f'c=4000 PSI -------------- H ---------- f'c=4000 PSI -------------- REINFORCING STEEL PROPERTIES: A. DEFORMED BARS - ASTM A615 GRADE 60 UNO. USE ASTM A706 GRADE 60 FOR WELDABLE REBAR. B. WELDED WIRE FABRIC - ASTM A1064. LOCATION MASONRY CORE FILL AND BOND BEAMS W/ 3/8" MAX AGGREGATE SIZE AND 8" TO 11" SLUMP INTERIOR SLABS ON GRADE ≤5" DEEP W/ 3/4" MAX AGGREGATE SIZE AND 3" TO 5" SLUMP INTERIOR SLABS ON GRADE > 5" DEEP W/ 1 1/2" MAX AGGREGATE SIZE AND 3" TO 5" SLUMP FOOTINGS PIERS AND FOUNDATION WALLS EXPOSED EXTERIOR CONCRETE AIR ENTRAINED 6% +/- 1%. MAX WATER/CEMENT RATIO = 0.45. CONCRETE TOPPING OVER STEEL DECK ALL OTHER CONCRETE W/ 3/4" MAX AGGREGATE SIZE ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI MANUALS. FOR PIERS WITH A CROSS SECTION LARGER THAN 18"x18" AND WITH MORE THAN 4 LONGITUDINAL BARS, ADDITIONAL CROSS TIES (TYPE T9 PER ACI 315) OF SAME SIZE AND SPACING AS MAIN TIES, SHALL BE PROVIDED TO ENSURE THAT ALL NON CORNER BARS ARE LATERALLY SUPPORTED BY THE CORNER OF A TIE. A. SHOP DRAWINGS FOR REINFORCING STEEL AND CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR APPROVAL. SUBMIT PROPOSED LAYOUT OF SLAB ON GRADE CONTROL/CONSTRUCTION JOINTS FOR APPROVAL. PLACE ALL ITEMS PER APPROVED SHOP DRAWINGS AND APPROVED MIX DESIGNS. PROVIDE ALL ACCESSORIES, CHAIRS, SPACER BARS AND SUPPORTS NECESSARY TO SECURE REINFORCING PER "ACI DETAILING MANUAL" NO OTHER METHODS OR MATERIALS WILL BE ACCEPTABLE. PROVIDE PLASTIC CHAIRS AND SUPPORTS IN ALL AREAS OF EXPOSED CONCRETE. PROVIDE MINIMUM CONCRETE COVER FOR ALL REINFORCING AS FOLLOWS UNO: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS #5 BARS AND SMALLER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: #14 AND #18 BARS #11 BARS AND SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS A. B. C. -------------------------------- 3" -------------------------------- 2" --------------------------- 1 1/2" --------------------------- 1 1/2" -------------------- 3/4" --------------------------- 1 1/2" PROVIDE CONTINUOUS WALL FOOTING THICKNESS AND BOTTOM REINFORCING AS FOLLOWS (PLACE LONGITUDINAL REINFORCING ABOVE TRANSVERSE REINFORCING): FOOTING WIDTH THICKNESS LONG REINF TRANSV REINF 1'-8" OR LESS 10" (2) #5 ------------- 1'-9" TO 2'-8" 12" (2) #5 ------------- 2'-9" TO 3'-4" 12" (3) #5 #4 @ 12" O.C. 3'-5" TO 4'-0" 12" (4) #5 #6 @ 12" O.C. 4'-1" TO 5'-0" 12" (5) #5 #7 @ 12" O.C. 5'-1" TO 6'-0" 14" (6) #5 #7 @ 12" O.C. PROVIDE 100% VIRGIN POLYPROPYLENE FIBER REINFORCING IN ALL INTERIOR CONCRETE SLABS ON GRADE UNO. (FIBERMESH 300, MASTER FIBER F100, GENESIS FIBER, POLYMESH OR APPROVED EQUAL). DOSAGE RATE TO BE PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE FOOTING DOWELS FOR CONCRETE OR MASONRY WALLS AND COLUMNS. DOWELS SHALL BE SAME SIZE AND SPACING AS WALL AND COLUMN VERTICAL REINFORCING AND SHALL PROJECT FROM FOOTINGS TO PROVIDE LAP SPLICES AS INDICATED BELOW OR IN THE MASONRY NOTES. PROVIDE 90 DEGREE STANDARD HOOK IN COLUMN AND FREE STANDING WALL FOOTING DOWELS UNO. PROVIDE LAP SPLICES FOR CONCRETE REINFORCING AS FOLLOWS: A. TYPICAL LAP SPLICES SHALL BE UNO: #6 BARS AND SMALLER ----------------------- 44 BAR DIAMETERS #7 THROUGH #11 BARS ----------------------- 56 BAR DIAMETERS B. TENSION LAP SPLICES FOR CONCRETE RETAINING WALLS AND BEAMS SHALL BE 1.3 TIMES TYPICAL LAP SPLICES. C. FOR TOP BARS, THE SPLICE LENGTHS SHALL BE INCREASED AN ADDITIONAL 1.3 TIMES THE LENGTHS DETAILED ABOVE. D. THE MINIMUM LAP SPLICE LENGTH FOR ALL SPLICES FOR CONCRETE REINFORCING SHALL BE 24". PROVIDE MINIMUM CONCRETE WALL REINFORCING AS FOLLOWS UNO: WALL THICKNESS VERT REINF HORIZ REINF 6" AND 8" #4 @ 16" O.C. CTRD #4 @ 12" O.C. CTRD 10" #4 @ 16" O.C. EF #4 @ 16" O.C. EF 12" AND 14" #4 @ 12" O.C. EF #4 @ 12" O.C. EF 16" AND 18" #4 @ 12" O.C. EF #5 @ 16" O.C. EF PROVIDE EXTRA REINFORCING ON ALL SIDES OF ALL CONCRETE WALL AND SLAB OPENINGS EQUAL TO ONE HALF THE INTERRUPTED REINFORCING IN EACH DIRECTION, UNO ON THE DRAWINGS. A MINIMUM OF (1) #5 SHALL BE PROVIDED FOR EACH LAYER OF REINFORCEMENT. EXTEND BARS PAST EDGE OF OPENING THE LAP SPLICE NOTED ABOVE. PROVIDE AN ADDITIONAL #4x4'-0" DIAGONAL BAR AT EACH CORNER FOR EACH LAYER OF REINFORCING. HOT WEATHER AND COLD WEATHER CONCRETE PROVISIONS OF ACI 305R-10 AND ACI 306R-16 SHALL BE FOLLOWED. DESIGN CODES: IBC CHAPTER 21 AND ACI 530-11 MSJC-BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY STRUCTURES. HOLLOW CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT UNITS PER ASTM C90 REQUIREMENTS. F'm=2000 PSI. ALL MORTAR FOR LOAD BEARING WALLS BELOW GRADE SHALL BE TYPE 'M' MORTAR. MORTAR FOR LOAD BEARING WALLS ABOVE GRADE SHALL BE TYPE 'S'. TYPE 'N' MORTAR WILL BE ALLOWED FOR INTERIOR ABOVE GRADE NON-LOAD BEARING PARTITIONS. MORTAR PER ASTM C270. MINIMUM 28 DAY COMPRESSIVE STRENGTH: TYPE 'M'=2500 PSI, TYPE 'S'=1800 PSI, TYPE 'N'=750 PSI. COARSE GROUT PER ASTM C476. MINIMUM 28 DAY COMPRESSIVE STRENGTH=3000 PSI. NO GROUT IS TO BE HAND MIXED ON SITE. MASONRY CEMENT SHALL NOT BE USED IN MORTAR OR GROUT. REINFORCING STEEL: A. DEFORMED BARS: ASTM GRADE 60. B. JOINT REINFORCEMENT: ASTM A82. SUBMIT MORTAR AND GROUT DESIGN MIXES FOR APPROVAL. SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL. PROVIDE MINIMUM 8" FULL DEPTH AND WIDTH BEARING FOR ALL MASONRY LINTELS. WIRE JOINT REINFORCING FOR CONCRETE BLOCK WALLS SHALL BE STANDARD CORROSION RESISTANT 9 GAGE LADDER TYPE (PROVIDE TRI-ROD LADDER FOR MULTI WYTHE WALLS). INSTALL JOINT REINFORCING PER MANUFACTURER'S RECOMMENDATIONS AT A MAXIMUM SPACING 16" O.C. UNO ON DRAWINGS OR PROJECT SPECIFICATIONS. INSTALL MASONRY VERTICAL AND HORIZONTAL REINFORCING PER IBC REQUIREMENTS AND AS FOLLOWS: A. SEE PLANS, DETAILS AND SCHEDULES FOR REQUIRED REINFORCING. B. PROVIDE FULL MORTAR BEDDED FACE SHELLS AND WEBS AROUND ALL GROUTED CELLS FOR BEARING AND TO PREVENT LEAKAGE INTO ADJACENT CELLS. C. PLACE VERTICAL REINFORCING PRIOR TO PLACING GROUT. D. PROVIDE REINFORCEMENT POSITIONERS TO HOLD VERTICAL REINFORCEMENT IN PROPER POSITION AT TOP AND BOTTOM OF ALL LIFTS. LENGTH OF REINFORCING BARS TO BE COORDINATED WITH CONCRETE AND MASONRY CONTRACTORS. E. GROUT ALL CORES CONTAINING REINFORCING SOLID. F. MASONRY WALL CELLS TO BE GROUTED WITH CONCRETE SHALL BE FILLED IN MAXIMUM 4'-0" LIFTS. REMOVAL ALL OVERHANGING OBSTRUCTION AND DEBRIS FROM THE CELLS PRIOR TO GROUTING. G. CONSOLIDATE ALL GROUT BY RODDING OR VIBRATING. H. PROVIDE REINFORCEMENT LAP SPLICES PER TABLES BELOW: J. PROVIDE CORNER BAR WITH 2'-0" + 2'-0" LEGS FOR EACH HORIZONTAL BOND BEAM BAR AT CORNERS AND INTERSECTING WALLS. PROVIDE CONTINUOUS BOND BEAMS WITH (2) #5 CONTINUOUS AT THE TOP OF ALL BEARING AND END WALLS AS FOLLOWS: A. WHEN SINGLE HEIGHT BOND BEAMS ARE USED, MAINTAIN MINIMUM 8" HEIGHT. B. WHERE JOIST BEARING BOND BEAMS, MASONRY LINTELS, ETC. REQUIREMENTS EXCEED 8" HEIGHT. USE 16" HIGH UNITS ONLY WHERE ACCEPTABLE FOR ARCHITECTURAL AND VISUAL REQUIREMENTS. WHERE ARCHITECTURAL AND VISUAL CONDITIONS AND REQUIRE USE OF 8" HIGH UNITS, PLACE 8" HIGH POUR THROUGH UNITS ON TOP 8" HIGH BOND BEAM UNIT. REINFORCE AND POUR THE BUILT UP BOND BEAM AS ONE UNIT. C. WHERE TOP OF BOND BEAM ELEVATIONS ARE NOT AT MASONRY COURSING ELEVATIONS DUE TO JOIST, DECK OR SLAB ELEVATIONS, ROOF SLOPES, ETC., PROVIDE BUILT UP BOND BEAM AS DESCRIBED IN ITEM 'B' ABOVE. STEP BOND BEAMS AS REQUIRED TO MAINTAIN A MINIMUM OF 8" BOND BEAM HEIGHT. CUT OR NOTCH UPPER BOND BEAM UNIT. REINFORCE AND POUR THE BUILT UP BOND BEAM PORTION TO REQUIRED ELEVATIONS. D. LENGTH AND HEIGHT OF ALL BOND BEAMS AND BUILT UP BOND BEAM UNITS SHALL CONFORM TO ALL ARCHITECTURAL AND VISUAL REQUIREMENTS. E. SEE PLANS, SCHEDULES AND DETAILS FOR EMBEDDED ANGLES, PLATES, ANCHOR BOLTS, ETC. CAST IN BOND BEAMS, WALLS, PIERS ETC. PROVIDE CONTINUOUS 8" HIGH x WALL THICKNESS BOND BEAM WITH (2) #5 CONTINUOUS AT ALL MASONRY WALL BRICK LEDGE ELEVATIONS. GROUT SOLID BELOW ALL STEEL BEARINGS A MINIMUM OF FIVE COURSES DOWN FOR 16" LENGTH OF WALL, UNO ON DRAWINGS. ALL STEEL BEAMS SHALL BEAR A MINIMUM OF 8" ON SOLID GROUTED MASONRY UNITS, UNO. INSTALL LINTELS FOR ALL MASONRY WALL OPENINGS AS FOLLOWS, UNO ON PLANS, DETAILS AND SCHEDULES: A. PROVIDE ONE 8" HIGH COURSE LINTEL W/ (2) #5 BOTTOM FOR ALL 2'-0" WIDE OR LESS OPENINGS IN LOAD BEARING MASONRY WALLS AND ALL 4'-0" WIDE OR LESS OPENINGS IN NON-LOAD BEARING MASONRY WALLS. PROVIDE TWO 8" HIGH COURSE LINTEL W/ (2) #5 BOTTOM FOR SPANS UP TO 6'-4" IN NON-LOAD BEARING WALL. B. VERIFY SIZE AND LOCATIONS OF ALL MECHANICAL LOUVERS, DUCTS AND ALL OTHER OPENINGS WITH MECHANICAL CONTRACTOR AND OTHER CONCERNED DISCIPLINES. C. SEE PLANS, SCHEDULES AND DETAILS FOR LINTEL TYPES AND LOCATIONS. CONTACT ARCHITECT FOR LINTEL TYPE AND SIZE FOR ALL REQUIRED OPENINGS GREATER THAN 2'-0' WIDE IN LOAD BEARING WALLS NOT SHOWN ON STRUCTURAL PLANS, DETAILS AND SCHEDULES. MASONRY VERTICAL CONTROL JOINTS: A. COORDINATE JOINTS AND CONSTRUCTION DETAILS WITH ARCHITECT. MAXIMUM JOINT SPACING IS 24'-0". B. LOCATE JOINTS 2'-0" FROM ALL CORNERS AND EDGE OF ALL OPENING EXCEPT AS NOTED PER SECTIONS AND DETAILS. C. FOR LOAD BEARING MASONRY, CONTINUE BOND BEAM REINFORCING AND GROUT THROUGH CONTROL JOINTS. D. FORM CONTROL JOINTS IN BLOCK WITH JAMB BLOCK WITH NEOPRENE INSERTS, OR ROD AND CAULK. CONTRACTOR OPTION: USE STANDARD BLOCK, LINE ONE SIDE WITH BUILDING PAPER AND GROUT SOLID TO FORM KEYWAY. E. PROVIDE CONTROL JOINTS AT INTERSECTIONS OF BEARING AND NON-BEARING WALLS. MASONRY: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. BARS CENTERED IN WALL BAR SIZE 6" CMU 8" CMU 10" CMU & UNDER #4 #5 #6 #7 24" ----- ----- ----- 24" 30" 38" ----- 24" 30" 36" 42" BARS PLACED AT INSIDE OR OUTSIDE FACE OF WALL BAR SIZE 6" CMU 8" CMU 10" CMU & UNDER #4 #5 #6 #7 ----- ----- ----- 24" 30" 57" ----- 24" 30" 36" 42" ----- DESIGN CODES: IBC CHAPTER 22, AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 303-10, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. STEEL PROPERTIES: A. ASTM A992 (Fy=50 KSI) FOR WIDE FLANGE SHAPES B. ASTM A500 GRADE B (Fy=46 KSI) FOR TUBULAR MEMBERS C. ASTM A36 STEEL (Fy=36 KSI) FOR ALL OTHER MEMBERS UNO D. ASTM F3125 GRADE A325 OR GRADE F1852 UNO FOR CONNECTION BOLTS E. ASTM F1554 GRADE 36 FOR ANCHOR BOLTS UNO F. ASTM A108 FOR HEADED STUDS G. WELDS = AMERICAN WELDING SOCIETY (AWS) E70XX ELECTRODES H. EXPANSION ANCHORS = HILTI KWIK BOLT 3 OR APPROVED EQUAL J. SCREW ANCHORS = SIMPSON TITEN HD OR APPROVED EQUAL K. POWDER ACTUATED FASTENERS (PAF) = HILTI "X-U" OR APPROVED EQUAL PROVIDE 5000 PSI NON-SHRINK GROUT UNDER ALL STEEL BASE AND BEARING PLATES PER THE SECTIONS AND DETAILS. GROUT PLATES PRIOR TO LOADING ROOF MEMBERS WITH PRECAST PLANK OR DECKING MATERIALS. PROVIDE CORROSION RESISTANT ASPHALTIC COATING OR EQUAL AROUND ALL STRUCTURAL STEEL BELOW GRADE. ALL WELDS SHALL BE MADE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS) - D1.1 LATEST EDITION. STRUCTURAL STEEL FABRICATOR SHALL FURNISH ALL PLATES AND ANGLES CAST IN CONCRETE AND MASONRY FOR CONNECTING STEEL JOISTS, BEAMS, COLUMNS, DECK, ETC. UNO. SEE APPLICABLE NOTES ON THIS SHEET AND COORDINATE WITH MASONRY AND CONCRETE CONTRACTORS. ALL STEEL BEAMS AND LINTELS TO BEAR A MINIMUM OF 8" UNO. ALL COLUMN BASE AND CAP PLATES TO BE WELDED AROUND ALL SIDES. PRIME PAINT PER AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS SECTION 6.5, UNO ON ANY CONSTRUCTION DOCUMENTS. CLEAN STEEL BUT OMIT PRIMER AT STEEL MEMBERS RECEIVING SPRAY FIREPROOFING. COORDINATE W/ ARCH DRAWINGS. ALL EXTERIOR LOOSE LINTELS AND BOTTOM PLATE LINTELS SHALL BE HOT-DIP GALVANIZED. STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. MISCELLANEOUS STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL, INCLUDING STRUCTURAL CALCULATIONS FOR STAIRS, LADDERS, RAILINGS AND THEIR CONNECTIONS CERTIFIED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. PROVIDE BEAM CONNECTIONS AS SHOWN BELOW. ALTERNATE CONNECTIONS WILL BE ALLOWED PROVIDED THAT CONNECTION DESIGN CALCULATIONS, CERTIFIED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED, ARE SUBMITTED BY THE FABRICATOR FOR REVIEW. STEEL - STRUCTURAL: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. BOLTED/WELDED BEAM CONNECTION REQUIREMENTS ... . 3 1/2"DEPTHBEAMLENGTH(2) L 4x3 1/2 BEAM SIZE # OF 3/4"Ø A325 BOLTS EA SIDE CONN ANGLES THICKNESS LENGTH WELD SIZE W36 10 3/8" 2'-5 1/2" 1/4" W33 9 3/8" 2'-2 1/2" 1/4" W30 8 3/8" 1'-11 1/2" 1/4" W27 7 3/8" 1'-8 1/2" 1/4" W24 6 3/8" 1'-5 1/2" 1/4" W21 5 3/8" 1'-2 1/2" 1/4" W18 4 3/8" 0'-11 1/2" 1/4" W16 4 5/16" 0'-11 1/2" 1/4" W14 3 0'-8 1/2" 1/4" W12 3 0'-8 1/2" 1/4" W10 2 0'-5 1/2" 1/4" W8 2 0'-5 1/2" 1/4" W6 1 0'-4" 3/16" 5/16" 5/16" 5/16" 5/16" 5/16" NOTES: USE E70XX ELECTRODES. OUTSTANDING LEGS OF CONNECTION ANGLES MAY BE REDUCED TO 3" WHEN BEAM FRAMES INTO W8 COLUMN WEB. SEE TABLE FOR CONNECTION ANGLES, NUMBER OF BOLTS AND WELD SIZES. BOLTS SHALL BE TIGHTENED IN PROPERLY ALIGNED HOLES TO A SNUG-TIGHT CONDITION AS DEFINED BY THE LATEST EDITION OF AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" UNO. USE BENT PLATES AS REQUIRED AT SKEWED BEAMS. 1. 2. 3. 4. 5. DESIGN CODE: STEEL DECK INSTITUTE (SDI): "DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS AND ROOF DECKS" LATEST EDITION. STEEL DECK SHALL CONFORM TO ASTM A-653 OR A-446 AND HAVE A MINIMUM YIELD STRENGTH OF 33,000 PSI AT ROOF DECK; 50,000 PSI MINIMUM AT FLOOR DECK AND INTERIOR WALL PANELS. DECK SIZE, TYPE AND GAUGE TO BE AS INDICATED ON PLANS. FASTEN STEEL DECK TO ALL INTERIOR STEEL SUPPORTS AS SHOWN ON PLANS. PROVIDE FASTENING AT 6" O.C. TO PLATE, ANGLE OR BEAM AT BUILDING PERIMETER UNO. SIDELAP FASTENING SHALL BE AS INDICATED ON PLANS. SPAN DECK SECTION MINIMUM 3 SPANS CONTINUOUS, UNO. THE STEEL DECK FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL. FLOOR DECK AND UNDERSIDE OF ROOF DECK SHALL BE GALANIZED (G60 MIN), CONFIRM W/ ARCH. TOP OF ROOF DECK SHALL BE SHOP PRIMED W/ STANDARD GRAY PRIMER. CONCENTRATED LOADS IN EXCESS OF 75# SHALL NOT BE HUNG DIRECTLY FROM ROOF DECK. CONCENTRATED LOADS 75# OR LESS ARE ALLOWED BUT SHALL ONLY BE FASTENED TO THE SIDE OF DECK FLUTES. STEEL - DECK: 1. 2. 3. 4. 5. 6. 7. DESIGN CODES: A. IBC CHAPTER 22, SECTION 2210 AND 2211-COLD FORMED STEEL AND LIGHT-FRAMING CONSTRUCTION. SEE PLANS FOR SIZE AND THICKNESS OF STUDS. B. 2010 AISI NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. SEE PLANS, ELEVATIONS, SECTIONS AND DETAILS FOR SIZE AND THICKNESS OF STUDS. YIELD STRESS SHALL BE 33KSI FOR 33 MIL. AND 43 MIL. MEMBERS AND 50KSI FOR ALL OTHER MEMBERS. COLD FORMED STEEL FRAMING 600S162-43 . . . . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. FLANGE WIDTH OF MEMBER IN HUNDREDS OF INCHES (EX. 162=1 5/8", 200=2") MEMBER THICKNESS IN MILS MEMBER DEPTH IN HUNDREDS OF INCHES (EX. 600=6") MEMBER TYPE S=STUD, T=TRACK ALL STEEL STUD FASTENERS SHALL BE WELDED CONNECTIONS, OR SHALL BE #10-16 "TEK" SCREWS MANUFACTURED BY "ITW BUILDEX" OR APPROVED EQUAL UNO. ALL WELDS SHALL BE MADE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AMERICAN WELDING SOCIETY (AWS)-D13 LATEST EDITION. THE CENTER-TO- CENTER SPACING AND EDGE DISTANCE FOR ALL SCREW FASTENERS SHALL BE AT LEAST 3x (NOMINAL DIAMETER) UNO. ALL POWDER ACTUATED FASTENERS (PAFS) SHALL BE HILTI "X-U" OR APPROVED EQUAL UNO. SPLICES IN WALL STUDS, JOISTS OR HEADERS SHALL NOT BE PERMITTED UNLESS SPLICE CONNECTIONS ARE PROVIDED IN SECTIONS AND DETAILS. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS, DO NOT TORCH CUT. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGE OR WEB OF BOTH UPPER AND LOWER TRACKS. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. SEE ARCH FOR GYPSUM BOARD AND GYPSUM SHEATHING AT ALL EXTERIOR WALLS. FASTEN TO STUDS WITH #6 MINIMUMx1" FLAT HEAD SCREWS SPACED AT 12" O.C. AT PANEL INTERMEDIATE SUPPORTS AND 6" O.C. AT PANEL EDGES. WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED AT 4'-0" O.C. MAXIMUM. INSTALLATION OF ALL REQUIRED WALL STUD BRIDGING SHALL BE COMPLETED BEFORE ANY LOADS ARE APPLIED TO THE SYSTEM. CONTINUOUS TOP AND BOTTOM RUNNER TRACKS FOR ALL WALLS SHALL BE FASTENED TO EACH STUD WITH (2) #10-16 SCREWS MINIMUM UNO. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING THE OVERLOAD OF COLD FORMED STEEL MEMBERS DURING ERECTION AND FOR PROVIDING ADEQUATE TEMPORARY BRACING UNTIL THE PERMANENT BRIDGING AND SHEATHING ARE IN PLACE. THE COLD FORMED STEEL SUPPLIER SHALL SUBMIT FOR APPROVAL DETAILED SHOP DRAWINGS INDICATING MEMBER SIZES, THICKNESS, SPACING AND ALL CONNECTIONS AS SHOWN ON THE DRAWINGS. TOUCH-UP WELDS SHALL BE WITH ZINC-RICH PAINT PER ASTM A-780. MILS TO GAUGE CONVERSION CHART MILS 20 GA 18 GA 16 GA 14 GA 33 43 54 68 GAUGE 12 GA97 10 GA118 SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH THE LATEST EDITION OF IBC, CHAPTER 17, FOR THE FOLLOWING PORTIONS OF CONSTRUCTION: SPECIAL INSPECTION AND TESTING: 1. 2. 3. THE GENERAL CONTRACTOR SHALL SUBMIT A COMPLETED "SPECIAL STRUCTURAL TESTING AND INSPECTION - PROGRAM SUMMARY SCHEDULE" TO THE BUILDING OFFICIAL, ARCHITECT AND ENGINEER PRIOR TO THE START OF CONSTRUCTION. THE TESTING/INSPECTION AGENCY SHALL SUBMIT A FINAL CERTIFIED REPORT AT SUBSTANTIAL COMPLETION INDICATING THAT ALL WORK REQUIRING SPECIAL INSPECTIONS AND TESTING HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. A LIST OF ANY UNRESOLVED DEFICIENCIES SHALL BE INCLUDED IN THIS REPORT. CONCRETE SOILS: GEOTECHNICAL ENGINEER SHALL FIELD VERIFY SOIL BEARING CAPACITY AND COMPACTION PER THE REQUIREMENTS OF THE GEOTECHNICAL REPORT. SOILS: TESTING AGENCY SHALL FIELD VERIFY SOIL BEARING CAPACITY AND COMPACTION PER THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CAST-IN-PLACE ANCHORS IN CONCRETE POST-INSTALLED ANCHORS IN CONCRETE (PER PRODUCT ICC- ESR REQUIREMENTS) REINFORCING STEEL IN CONCRETE CAST-IN-PLACE ANCHORS IN MASONRY POST-INSTALLED ANCHORS IN MASONRY (PER PRODUCT ICC- ESR REQUIREMENTS) REINFORCING STEEL IN MASONRY - LEVEL B STRUCTURAL WELDING - VISUAL TESTING (UNO) HIGH STRENGTH BOLTING IF THE STRUCTURAL STEEL AND/OR JOIST FABRICATOR IS NOT AISC CERTIFIED, IN-SHOP SPECIAL INSPECTIONS ARE REQUIRED AND SHALL BE PAID FOR BY THE FABRICATOR. A. B. C. D. E. F. G. H. J. K. L. STRUCTURAL ABBREVIATIONS: & AND @ AT (CL TO CL SPACING) CL CENTERLINE Ø ROUND OR DIAMETER # POUND OR NUMBER AB ANCHOR BOLT AD AREA DRAIN ADD'L ADDITIONAL ADDM ADDENDUM ADJ ADJACENT AFF ABOVE FINISHED FLOOR ALT ALTERNATE APPROX APPROXIMATE ARCH ARCHITECTURAL/ITECT B/O BOTTOM OF BFE BOTTOM FOOTING ELEVATON BIT BITUMINOUS BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BOT BOTTOM BRG BEARING BSMT BASEMENT BT BENT BTWN BETWEEN CANT CANTILEVER CFS COLD FORMED STEEL CIP CAST-IN-PLACE CJ CONTROL JOINT CL CENTERLINE CLR CLEAR CO CLEAN OUT COL COLUMN COMP COMPOSITE CONC CONCRETE CONN CONNECT/-ED/-ION CONST CONSTRUCT/-ION CONT CONTINUE/-OUS CONTR CONTRACT/-OR CMU CONCRETE MASONRY UNIT COORD COORDINATE CTR, CTRD CENTER, CENTERED CU FT CUBIC FEET CY CUBIC YARD DBL DOUBLE DBL TEE, TT DOUBLE TEE DEAD LD, DL DEAD LOAD DEPT DEPARTMENT DIA, Ø DIAMETER DIAG DIAGONAL DIM DIMENSION DN DOWN DO DITTO DP DEPTH OR DEEP DR DOOR DTL DETAIL DWG DRAWING DWLS DOWELS EA EACH EF EACH FACE EJ, EXP JT EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMBED EMBEDMENT, EMBEDDED EQ, = EQUAL EQUIP EQUIPMENT ERECT ERECTION EXIST EXISTING EXP EXPANSION EXT EXTERIOR EW EACH WAY FAB FABRICATE FD FLOOR DRAIN FDN FOUNDATION FFE FINISHED FLOOR ELEVATION FIN FINISH FLG FLANGE FLR FLOOR FP FIREPROOFING FRMG FRAMING FT, ' FOOT FTG FOOTING FV FIELD VERIFY GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GEN'L GENERAL GLU-LAM, GL GLUE LAMINATED WOOD GR BM GRADE BEAM H HIGH HD HEADED HDR HEADER HK HOOK HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION AND AIR CONDITIONING I/F INSIDE FACE IE INVERT ELEVATION IN, " INCH INFO INFORMATION INSUL INSULATION INT INTERIOR INV INVERT JBE JOIST BEARING ELEVATION JST JOIST JT, JNT JOINT K KIPS KO KNOCK OUT KSI KIPS PER SQUARE INCH LB, # POUND LD LOAD LF LINEAL FOOT LG, LGT LENGTH, LONG LIVE LD, LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC LOCATION, LOCATE LONG LONGITUDINAL LSH LONG SIDE HORIZONTAL LSL LAMINATED STRAND LUMBER LSV LONG SIDE VERTICAL LT WT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAN MANUAL MAS MASONRY MAT'L MATERIAL MAX MAXIMUM MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MECHANICAL OPENING MTL MATERIAL #, NO. NUMBER NA, N/A NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE O/F OUTSIDE FACE O.C. ON CENTER OD OVERFLOW DRAIN OH DR OVERHEAD DOOR OPNG OPENING OPP OPPOSITE P&J PAN AND JOIST P/C PRECAST CONCRETE PAF POWDER ACTUATED FASTENER PART PARTITION PL PLATE PLBG PLUMBING PLF POUNDS PER LINEAR FOOT PNL PANEL PRELIM PRELIMINARY PREP PREPARATION PROJ PROJECT/-ION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POST TENSION QUAN, QTY QUANTITY R RADIUS RD ROOF DRAIN REC RECESSED, RECOMMEND REF REFERENCE REINF REINFORCE/-ING/-ED REQ'D REQUIRED RET RETAINING REV REVISION RO ROUGH OPENING SCHED SCHEDULE SEC, SECT SECTION SF, SQ FT SQUARE FOOT SHT SHEET SIM SIMILAR SJI STEEL JOIST INSTITUTE SL SNOW LOAD SPA SPACES/-ING SPEC SPECIFICATIONS SQ SQUARE SQ YD SQUARE YARD STD STANDARD STIFF STIFFENER/-S STIR STIRRUPS STL STEEL STL JST STEEL JOIST STOR STORAGE STR, STRT STRAIGHT STRUC(T) STRUCTURAL SYM SYMMETRICAL T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T/O TOP OF TBE TOP OF BEAM ELEVATION TDE TOP OF DECK ELEVATION TFE TOP OF FOOTING ELEVATION TGE TOP OF GIRDER ELEVATION THRU THROUGH TPE TOP OF PLANK ELEVATION TRANS(V) TRANSVERSE TRTD TREATED TSE TOP OF SLAB ELEVATION TYP TYPICAL TWE TOP OF WALL ELEVATION UNFIN UNFINISHED UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WIDE/WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WDW WINDOW WP WORK POINT WT WEIGHT WWF WELDED WIRE FABRIC A B C D E F G H I J K L M N O P Q R S T U V W Phone: 763.425.9960 Fax: 763.425.9958 5279 Kyler Avenue NE Albertville, MN 55301 SOLUTIONS, P.A. STRUCTURAL INNOVATIVE Email: isspa@isseng.com Web: www.isseng.comISSISSISSPAISSPAPAPA REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT 8-27-2020 JMW MJV 08/27/2020 S001 GENERAL STRUCTURAL NOTES 86220CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER STRUCTURAL DRAWING SHEET INDEX S001 GENERAL STRUCTURAL NOTES S101 FOUNDATION PLAN S102 SECOND FLOOR FRAMING PLAN S103 THIRD FLOOR FRAMING PLAN S104 ROOF FRAMING PLAN S201 SECTIONS AND DETAILS S202 SECTIONS AND DETAILS S203 SECTIONS AND DETAILS # DESCRIPTION DATE 07/14/21 A B C D 11 22 33 4 5 6 77 8 9 10 1111 12 13 14 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 60' - 0" A.1 B.1 C.1 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"150' - 0"40' - 0" 40' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"3' - 6 3/16"7' - 6" 9' - 10 7/16" 8"8' - 1 3/8"8"9' - 4 3/16" 8"4" 11' - 5" ELEV OPNG J1 J1 SEE 3/S201 FOR TYP CONTROL/CONST JT DETAIL AREA A AREA BS S S S C1 C2 C6 C6 C6 C5 C5 C3 C3 7' - 6 3/4" C2 C2 C2 C2 C2 C2 C2 C3 C3 6" F2 C2 F2 F3 F3 F3 F2 F2 F4 F2 F2 F2 F2 F2 F2 F2 F4 F4 F1 F1 F1 J1 J1 10 S20110 S201 9 S201 9 S2019 S201 10 S201 13 S201 10 S201 10 S201 13 S201 13 S201 13 S201 8 S201 8 S201 13 S201 11 S201 11 S201 10 S201 11 S201 11 S201 8 S201 8 S201 8 S201 12 S201 12 S201 12 S201 18 S201 TYP 4 SIDES 4' - 0" 15' - 9" 4' - 0" 16' - 0" 4' - 0" 5' - 4" 3' - 9 5/8" 8' - 10 3/8"32' - 1 1/4" 75' - 10 15/16" 43' - 4 13/16" 5' - 0"1' - 9"1' - 9"8' - 0" 4' - 0" 16' - 0" 4' - 0" 76' - 0" 4' - 0" 16' - 0" 4' - 0" 15' - 9" 4' - 0"1' - 5"3' - 2 3/4" 5' - 4" 4' - 1"2' - 1 1/4"SW3 F2F1 A #4 @ 24" O.C. CONT BOT TYP (2) #5 @ 16" O.C. CTRD UNDER EA BRG WALL SW1 SW1 SW1 SW1 SW1 SW1 S S S STFE= 98' - 8" TFE= 96' - 8"S S TFE= 96' - 8"TFE= 95' - 0"TFE= 96' - 8"W2 A C W1 W2 W2 W2 W2 W1 J1 J1 2'-6" FTGS S 2'-6" FTG 2'-6"FTG3'-0" FTG2'-6" FTG 5' - 0"5' - 0"1' - 0 3/4"5' - 4"1' - 6 3/8"5' - 8"3' - 6 3/4"5' - 4" 13 S201 12' - 0" 3' - 0"5' - 0"5' - 0"C3 F2 1.51.5 2.52.5 SIM SIM SIM 10 S201 SW3 4" 4" 4" 4"4"4"4"TYP8"8"20 S201 SIM 1' - 6 3/4" 15 S201 TYP SIM 21 S201 TYP23 S201 20 S201 TYP @ COL 19 S201 TYP 15 S201 TYP TFE= 98' - 8"12 S201 3'-0" FTG C C 30 S201 J2 20 S201 23 S201 15 S201 TYP 30 S201 TFE= 96' - 8" SIM 1 1 A B C D 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 A.1 B.1 C.1 180' - 0"J2J1 J1 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"SEE 3/S201 FOR TYP CONTROL/CONST JT DETAIL AREA A AREA B 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" C3 6" C3 C3 C6 F1 F1 F1 F3 J1 8 S201 8 S201 9 S201 8 S201 9 S201 9 S201 30 S201 30 S201 13 S201 9 S201 11 S201 8 S201 11 S201 8 S201 11 S201 11 S201 8 S201 13 S201 12 S201 12 S201 12 S201 4' - 0"15' - 9" 4' - 0" 126' - 0" 3' - 5" 28' - 7"4' - 0" 15' - 9" 4' - 0" 126' - 0" 4' - 0" 16' - 0" 4' - 0" 8' - 0" A #4 @ 24" O.C. CONT BOT TYP (2) #5 @ 16" O.C. CTRD UNDER EA BRG WALL SW1 SW1 SW1 SW1 SW1 SW1 SW1 A 2'-6" FTGW1 F2 C W1 W2 S S TFE= 98' - 8" 2'-6" FTG S S TFE= 98' - 8" 8 S201 2'-6" FTG 2'-6" FTGSIM SIM SIM 6' - 5" 3' - 11"4"4"4' - 0"4"4"4' - 0" 25' - 9" 4' - 0" 25' - 9" 4' - 0" 4" 17' - 11 1/2" 5' - 4"5' - 0"4"4"19' - 4 3/8" 8" 4' - 1"4 3/16"1' - 9"1' - 9" SIM TFE= 96' - 8"F1 8 S201 15 S201 TYP 15 S201 TYP 15 S201 TYP 20 S201 TYP @ COL 20 S201 SIM 9 S201 C2 F2 21 S201 1 1 1 1 1 1 12' - 0" 12' - 11"5' - 0"8" FOUNDATION PLAN NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCH DRAWINGS FOR SIZE AND LOCATION OF ALL WALL OPENINGS. FINISHED FLOOR ELEVATION (FFE) = 100'-0" UNO. VERIFY ALL DEPRESSED AND SLOPED SLABS W/ ARCH DRAWINGS AND MECH/ELEC CONTRACTORS. ALL CONTINUOUS WALL FOOTINGS SHALL BE 2'-0"W x 1'-0"D W/ (2) #5 CONTINUOUS BOTTOM UNO. SEE PLAN FOR FOOTING WIDTHS GREATER THAN 2'-0" AND SEE GENERAL NOTES FOR THICKNESS AND REINFORCING REQUIREMENTS. TOP OF EXTERIOR FOOTING ELEVATION (TFE) = 96'-8" UNO. TOP OF INTERIOR FOOTING ELEVATION (TFE) = 98'-10" UNO. S----S ON PLAN DENOTES STEPPED FOOTING. SEE DETAIL 1/S201. SEE SECTION 2/S201 FOR DROPPED FOOTING AT ALL UNDERGROUND MECHANICAL LINES ENTERING BUILDING. "CX" ON PLAN DENOTES STEEL COLUMN SIZE. SEE STEEL COLUMN SCHEDULE ON THIS SHEET. "FX" ON PLAN DENOTES FOOTING SIZE. SEE FOOTING SCHEDULE ON THIS SHEET. ON PLAN DENOTES MASONRY JAMB. SEE JAMB REINFORCING SCHEDULE ON THIS SHEET. ON PLAN DENOTES MASONRY WALL REINFORCING. SEE WALL REINFORCING SCHEDULE ON THIS SHEET. ON PLAN DENOTES INTERIOR SHEAR WALL ABOVE. SEE SHEAR WALL SCHEDULE ON THIS SHEET. SEE COLD FORMED STEEL WALL SCHEDULE ON THIS SHEET FOR WALL FRAMING REQUIREMENTS AT INTERIOR BEARING WALLS AND ALL EXTERIOR WALLS. STEEL DECK SHEATHING AT INTERIOR WALLS SHALL BE 26 GA MINIMUM WITH SECTION PROPERTIES EQUAL TO OR EXCEEDING THE FOLLOWING: - HEIGHT = 7/16" - I = 0.015 IN 4/FT - S = 0.40 IN 3/FT FASTENING TO STEEL STUDS SHALL BE #12 TEK SCREWS @ 8" O.C. (PANEL ENDS), 12" O.C. (INTERMEDIATE SUPPORTS) UNO IN SHEAR WALL SCHEDULE. FOUNDATION KEYNOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 8" MINIMUM CONCRETE SLAB ON GRADE W/ FIBER REINFORCING. SEE PLAN FOR ADDITIONAL REINFORCING. NOT USED. 4" MINIMUM CONCRETE SLAB ON GRADE W/ FIBER REINFORCING. NOT USED. A B J- SW- W- C D SHEAR WALL SCHEDULE NOTES: FASTEN SHEATHING DIRECTLY TO WALL STUDS AND BLOCKING. AT 'SW3', THE SHEATHING SHALL BE GYPSUM BOARD, SEE ARCH. FASTENING SHALL BE #6 MINIMUM "TYPE S" x 1 1/4" FLAT HEAD SCREWS @ 6" O.C. 1. 2. BEARING WALL SCHEDULE NOTES: 1. 2. 3. 4. 5. SEE 7/S201 FOR REQUIRED WALL BRIDGING. SEE 27/S201 FOR FRAMING AT INTERSECTION OF INTERIOR AND EXTERIOR WALLS. STUD LOCATIONS SHALL BE ALIGNED FROM FLOOR TO FLOOR. MATCH SIZE AND LOCATION OF ANY BEARING AND JAMB STUDS ABOVE. SEE PLAN NOTES FOR STEEL DECK SHEATHING REQUIREMENTS AT INTERIOR WALLS. SEE PLAN AND KEYNOTES FOR EXTERIOR WALL FRAMING AT THE LOADING BAY. PROVIDE 600S200-68 @ 20" O.C. ALONG GRIDS 1.5 AND 2. Phone: 763.425.9960 Fax: 763.425.9958 5279 Kyler Avenue NE Albertville, MN 55301 SOLUTIONS, P.A. STRUCTURAL INNOVATIVE Email: isspa@isseng.com Web: www.isseng.comISSISSISSPAISSPAPAPA REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT 8-27-2020 JMW MJV 08/27/2020 S101 FOUNDATION PLAN 86220CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER 1/8" = 1'-0"S101 1 FOUNDATION PLAN - AREA A 1/8" = 1'-0" S101 2 FOUNDATION PLAN - AREA B SHEAR WALL SCHEDULE MARK STUD FRAMING STEEL DECK SHEATHING FASTENING REMARKS SW1 SEE BEARING WALL SCHED #12 TEK SCREWS @ 6" O.C. SW2 400S250-54 @ 20" O.C. #12 TEK SCREWS @ 6" O.C. SW3 SEE BEARING WALL SCHED N/A - SEE NOTE 2 COLD FORMED STEEL WALL SCHEDULE LEVEL INTERIOR BRG WALL EXTERIOR WALLS 1ST LEVEL 400S250-97 @ 20" O.C., SEE NOTE #5 BELOW 600S200-54 @ 16" O.C. 2ND LEVEL 400S250-54 @ 20" O.C. 600S162-54 @ 16" O.C. 3RD LEVEL 400S250-54 @ 5'-0" O.C., 20" O.C. REQ'D ALONG GRIDS 1.5 & 31 600S162-54 @ 16" O.C. JAMB REINFORCING SCHEDULE MARK VERT REINF WALL LENGTH TERMINATING REINF REMARKS VERTS LOCATION J1 (1) #5 8" --- --- J2 (3) #5 24" 1 LTL/BM BRG WALL REINFORCING SCHEDULE MARK BAR SIZE SPA ON CENTER LOCATION REMARKS W1 #5 16" CTR W2 #5 24" CTR W3 #5 32" CTR STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE REMARKS C1 HSS 4X4X1/4 3/4" X 10" X 10" C2 HSS 5X5X1/4 3/4" X 11" X 11" C3 HSS 5X5X5/16 3/4" X 11" X 11" C4 NOT USED --- C5 HSS 6X6X3/8 1" X 12" X 12" C6 HSS 8X8X3/8 1" X 14" X 14" C7 HSS 4X4X 1/4 3/4" X 10" X BM WIDTH FOOTING SCHEDULE MARK SIZE BOT REINF EW REMARKS F1 4'-6" X 4'-6" X 12" (5) #5 F2 6'-0" X 6'-0" X 14" (6) #6 F3 8'-6" X 8'-6" X 16" (8) #6 F4 11'-6" X 11'-6" X 20" (12) #6 N N # DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 1 1 1 1 1 07/14/21 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. SEE ARCH DRAWINGS FOR SIZE AND LOCATION OF ALL WALL OPENINGS. FINISHED FLOOR ELEVATION (FFE) = 113'-4". TOP OF BEAM ELEVATION (TBE) AND DECK BEARING ELEVATION = 112'-11" UNO. SEE DETAIL 1/S202 FOR TYPICAL FLOOR DECK FASTENING INFORMATION. SEE COLD FORMED STEEL WALL SCHEDULE ON SHEET S101 FOR WALL FRAMING REQUIREMENTS AT INTERIOR BEARING WALLS AND ALL EXTERIOR WALLS. "CX" ON PLAN DENOTES STEEL COLUMN. SEE STEEL COLUMN SCHEDULE ON SHEET S101. ON PLAN DENOTES MASONRY JAMB. SEE JAMB REINFORCING SCHEDULE ON SHEET S101. ON PLAN DENOTES LINTEL. SEE LINTEL SCHEDULE ON THIS SHEET. ON PLAN DENOTES COLD FORMED STEEL HEADER. SEE COLD FORMED STEEL HEADER SCHEDULE ON THIS SHEET. ON PLAN DENOTES COLD FORMED STEEL BEAM. SEE COLD FORMED STEEL BEAM SCHEDULE ON THIS SHEET. ON PLAN DENOTES INTERIOR SHEAR WALL ABOVE. SEE SHEAR WALL SCHEDULE ON SHEET S101 ON PLAN DENOTES MASONRY WALL REINFORCING. SEE WALL REINFORCING SCHEDULE ON SHEET S101. SEE 5/S202 FOR TYPICAL FLOOR OPENING SUPPORT REQUIREMENTS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. SECOND FLOOR FRAMING PLAN NOTES: SECOND LEVEL FRAMING KEYNOTES: 2" NORMAL WEIGHT CONCRETE SLAB W/ 6x6-W1.4xW1.4 WWF OVER 3"-20 GA COMPOSITE DECK (5" TOTAL THICKNESS). NOTCH DECK AROUND COLUMNS AS REQUIRED. PROVIDE CLOSURE PLATES AND POUR STOPS AS REQUIRED. NOT USED. 2" NORMAL WEIGHT CONCRETE SLAB W/ 6x6-W1.4xW1.4 WWF OVER 3"-18 GA COMPOSITE DECK (5" TOTAL THICKNESS) AT HATCHED AREA THUS: . NOTCH DECK AROUND COLUMNS AS REQUIRED. PROVIDE CLOSURE PLATES AND POUR STOPS AS REQUIRED. A L_ J- SW- B H_ W- B_ C A B C D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A.1 B.1 C.1 AREA A AREA B 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 60' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"150' - 0"ELEV OPNG J1 J1 L1 STAIR OPNG L1 W8X18 OPEN TO BELOW W21X50 W21X50 W21X50 W21X50 W21X50 W21X50 W21X50 W21X50 7' - 6 3/4" W21X50 W21X50 W21X50 1' - 6 3/4" W18X35 5' - 0"W24X68 CONTW24X117 5' - 0" CONT W24X131 W36X135 B1 B1 B1 B1 B1B1 B1 B1 B1B1 B1B1 B1 B1 B1 B1 B1 B1 B1 H6 H2 H2 AA AH4H4 H11H11H11 H11 SW1 SW1 L1J1 J1 W2 W2 W2 W1 W2 W2 W2 MO H6W16X31W16X31 1.5 2.5 7 S202 B1 B1 3' - 6 3/16"7' - 6" 9' - 10 7/16" 8" 4" 11' - 5" 9' - 0" TYP8"8" 10 S202 10 S202 CANOPY BY OTHERS, SEE ARCH CANOPY BY OTHERS, SEE ARCH 15 S202 21 S202 15 S202 SIM 23 S202 TYP @ BM 12 S202 TYP 18 S202 19 S202 17 S202 11 S202 TYP 11 S202 TYP 11 S202 TYP 19 S202 21 S202 TYP @ BM 16 S201 14 S202 26 S201 16 S20117 S201 13 S202 22 S202 25 S202 C12 S202 SIM16 S201 16 S201 16 S201 22 S202 SIMTYP 10 S202 10 S202 22 S202 SIM SIM 7 S202 27 S202 1 SEE 5/S202 28 S202 28 S202 1 28 S202 1 L3 SIM 1 9 S202 1 L4H6 LOW& TBE=116'-4" 22 S202 SIM EA END A B C D 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 A.1 B.1 C.1 AREA A AREA B 180' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" L1 STAIR OPNG J1 J1 W36X135OPEN TO BELOW L1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 L3 W2 W2 W1 W1AA SW1 SW1 MO AH7 5' - 10 5/8" 19' - 4 3/8"3 13/16"6" SW1 A 14 S202 16 S202 22 S202 7 S202 TYP 17 S201 16 S201 16 S201 16 S2018 S202 7 S202TYP 11 S202 TYP 11 S202 TYP 11 S202 TYP 11 S202 TYP 22 S202 SIM EA END 1 25 S202 7 S202 7 S2021 SEE 5/S202 7 S202 H2 H4H12 W16X31 1 12 S202 11 S202 26 S201 21 S202 8" 7 S202 10 S202 COLD FORMED STEEL HEADER SCHEDULE NOTES: SEE 2/S202 FOR TYPICAL HEADER DETAIL.1. LINTEL SCHEDULE NOTES: 1. 2. 3. 4. SEE GENERAL MASONRY NOTES ON SHEET S001 AND FOUNDATION PLAN FOR REINFORCING NOT LISTED IN LINTEL SCHEDULE. SEE GENERAL MASONRY NOTES ON SHEET S001 FOR ALL OTHER OPENINGS NOT LISTED IN THE LINTEL SCHEDULE. VERIFY ALL SPANS OF OPENINGS AND WALL THICKNESSES WITH ARCH DRAWINGS. NOTIFY ARCHITECT/ENGINEER OF DEVATIONS PRIOR TO FABRICATION AND ERECTION. LOOSE BRICK LINTELS SHALL BE HOT DIP GALVANIZED AND SHALL BEAR 6" MINIMUM AT EACH END OF OPENING. COLD FORMED STEEL BEAM SCHEDULE NOTES: SEE 4/S202 FOR TYPICAL BEAM DETAIL.1. Phone: 763.425.9960 Fax: 763.425.9958 5279 Kyler Avenue NE Albertville, MN 55301 SOLUTIONS, P.A. STRUCTURAL INNOVATIVE Email: isspa@isseng.com Web: www.isseng.comISSISSISSPAISSPAPAPA REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT 8-27-2020 JMW MJV 08/27/2020 S102 SECOND FLOOR FRAMING PLAN 86220CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff -Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER N N 1/8" = 1'-0"S102 1 SECOND FLOOR FRAMING PLAN - AREA A 1/8" = 1'-0"S102 2 SECOND FLOOR FRAMING PLAN - AREA B COLD FORMED STEEL HEADER SCHEDULE MARK HEADER SIZE TOP & BOT TRACK BRG STUDS (JACK STUDS) JAMB STUDS (KING STUDS) END WEB STIFF Y/N REMARKS H1 1400S250-118 600T200-68 (2) 600S200-54 (2) 600S200-54 Y H2 1600S300-118 600T200-68 (2) 600S250-68 (2) 600S250-68 Y H3 NOT USED --- --- --- -- H4 1200S200-68 600T200-68 (2) 600S162-68 (2) 600S250-68 Y H5 1200S200-68 600T200-68 (2) 600S162-68 (2) 600S200-54 Y H6 600S162-54 600T125-54 (1) 600S162-54 (2) 600S200-68 N H7 600S200-97 400T125-54 (1) 400S250-97 (1) 400S250-97 Y H8 600S200-68 400T125-54 (1) 400S250-54 (1) 400S250-54 Y H9 1000S200-97 400T125-54 (2) 400S250-54 (1) 400S250-54 Y H10 800S200-68 400T125-54 (1) 400S250-54 (1) 400S250-54 Y H11 600S200-97 600T125-54 (1) 600S200-68 (1) 600S200-54 Y H12 1400S250-118 400T125-54 (2) 400S250-97 (2) 400S250-54 Y LINTEL SCHEDULE MARK REFERENCE MEMBER REMARKS L1 28/S201 16"H BOND BM W/ (2)#5 CONT BOT L2 --- NOT USED L3 --- L 6 X 4 X 3/8" LLV LOOSE BRICK LINTEL L4 --- L 8 X 4 X 7/16" LLV LOOSE BRICK LINTEL COLD FORMED STEEL BEAM SCHEDULE MARK BEAM SIZE JAMB STUDS FASTENERS PER MEMBER EA END REMARKS B1 (2) 800S200-97 (2) 400S250-97 (10) #12-14 B2 (2) 800S200-68 (2) 400S250-54 (8) #12-14 B3 NOT USED --- --- # DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 1 1 1 1 1 1 07/14/21 A B C D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A.1 B.1 C.1 AREA A AREA B 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 9" 60' - 0" 9"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 20' - 0" 20' - 0"150' - 0" 9"ELEV OPNG J1 J1 L1 STAIR OPNG 6" W12X16 W12X16 W12X16 W12X16 W36X135 W18X40B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2B2 AA AH2 H2 H5H5 H2 H5H5 SW2 SW2 MO L1J1 J1 W2 W3 W2 W2 W3 W2 W2 1.5 2.5 H10 H9 H9 H9 H10 SW2 SW2 C7 W16X31 10 S202 10 S202 10 S202 10 S202 10 S202 10 S202 10 S202 11 S202 TYP 11 S202 TYP 11 S202 TYP 16 S201 16 S20117 S201 16 S201 16 S201 16 S201 21 S202 C23 S202 TYP @ BM 12 S202 SIM22 S202 SIM8 S202 8 S202 7 S202TYP 7 S202 TYP SEE 5/S202 1 SIM 16 S201 SIM 29 S202 1 20 S202 21 S202 12 S202 TYP 30 S202 1 26 S202 1 A B C D 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 A.1 B.1 C.1 AREA A AREA B 9" 180' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" J1 J1 L1 STAIR OPNG W12X16 W36X135W12X16 W12X16 6" 5' - 10 5/8" 19' - 4 3/8"3 13/16"B2B2 B2 B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2B2 B2 B2B2 B2 H5ASW2 MO A ASW2 SW2 W2 W3 W2 W1 H10 11 S202 TYP 11 S202 TYP 11 S202 TYP 11 S202 TYP 23 S202 TYP @ BM 21 S202 17 S201 10 S202 7 S202TYP 16 S201 3 SIDES 8 S202 8 S202 29 S202 1 26 S202 27 S202 SIM 24 S202 24 S202 12 S202 TYP 16 S202 SIM 7 S202 TYP 1 SEE 5/S202 B2 B2 H10H9 1 H5 10 S202 7 S202 7 S202 FINISHED FLOOR ELEVATION (FFE) = 124'-0". TOP OF BEAM ELEVATION (TBE) AND DECK BEARING ELEVATION = 123'-7" UNO. SEE SHEET S102 FOR TYPICAL FLOOR FRAMING NOTES AND KEYNOTES. 1. 2. 3. THIRD FLOOR FRAMING PLAN NOTES: Phone: 763.425.9960 Fax: 763.425.9958 5279 Kyler Avenue NE Albertville, MN 55301 SOLUTIONS, P.A. STRUCTURAL INNOVATIVE Email: isspa@isseng.com Web: www.isseng.comISSISSISSPAISSPAPAPA REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT 8-27-2020 JMW MJV 08/27/2020 S103 THIRD FLOOR FRAMING PLAN 86220CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER N N 1/8" = 1'-0"S103 1 THIRD FLOOR FRAMING PLAN - AREA A 1/8" = 1'-0"S103 2 THIRD FLOOR FRAMING PLAN - AREA B # DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 07/14/21 A B C D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 A.1 B.1 C.1 AREA A AREA B 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 60' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"150' - 0"L1A ACTYP CTYP C TYP H1 H1 H4H4 H4H4 CTYP 14 S203 14 S203 14 S203 14 S203 9 S203 8 S203 H1 13 S203 13 S203 13 S203 @ WDW @ WDW @ WDW @ WDW @ WDW @ WDW @ WDW 9 S203 14 S203 @ WDW 14 S203 @ WDW 9 S2035 S203 TYP 5 S203 TYP 5 S203 TYP 5 S203TYP 5 S203 TYP L1W8X13A B12 S203 11 S203 12 S203 3 S203 6 S203 6 S203 7 S203 14 S203 @ WDW 14 S203 @ WDW 1.5 2.5 DECK BRG EL @ GRID A = 134'-8" DECK BRG EL @ GRID D = 135'-11" DECK BRG ELEV=138'-0" DECK BRG ELEV=138'-4" ROOF HATCH, SEE ARCH MECH UNIT 3100# VERIFY WT, SIZE & LOC W/ MECH MO MO H4 H4 W14X22 7 S203 H4 H4 11 S203 10 S203 TYP 3 LOC STL CHANNEL SUPPORT, SEE 2/S203 H8 H8 H8 H8 H8 21 S202 21 S202 A B C D 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 A.1 B.1 C.1 AREA A AREA B 180' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" L1H4 H4CTYP CTYP CTYP AA A14 S203 @ WDW 14 S203 @ WDW 9 S203 14 S203 @ WDW 14 S203@ WDW 14 S203@ WDW 9 S203 5 S203 TYP 5 S203 TYP 5 S203 TYP 5 S203 TYP 12 S203 11 S203 12 S203 4 S203 8 S203 DECK BRG EL @ GRID A = 134'-8" DECK BRG EL @ GRID D = 135'-11" MECH UNIT 3100# VERIFY WT, SIZE & LOC W/ MECH MO MOH4 H4H4STL CHANNEL SUPPORT, SEE 2/S203 15 S203 @ WDWH4H8 H8H8 15 S203 @ WDW 21 S202 ROOF FRAMING PLAN NOTES: VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. DECK BEARING ELEVATION = VARIES, SEE PLAN. SEE DETAIL 1/S203 FOR ROOF OPENING SUPPORT FRAME DETAIL AT ROOF OPENINGS(INCLUDING ROOF HATCHES, DRAINS AND MECHANICAL OPENINGS (MO)). SEE DETAIL 2/S203 FOR MECHANICAL UNIT SUPPORT DETAIL. MECHANICAL UNIT WEIGHTS AND SIZES SHOWN ON PLAN INDICATE THE MAXIMUM WEIGHT AND SIZE PERMITTED. MECHANICAL CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IF ANY UNIT WEIGHTS OR SIZES EXCEED THOSE SHOWN ON PLAN, OR IF ANY UNIT LOCATION DIFFERS FROM THE LOCATION SHOWN ON PLAN. 3" ROOF DECK FASTENING SHALL BE #12 TEK SCREWS (AT CFS SUPPORTS) OR 5/8"Ø PUDDLE WELDS (AT STRUCTURAL STEEL SUPPORTS) W/ 24/4 PATTERN. FASTEN DECK TO SUPPORTS AT 8" O.C. AT BUILDING PERIMETER. SIDELAP FASTENERS SHALL BE (6) #10 TEK SCREWS EQUALLY SPACED BETWEEN SUPPORTS. ON PLAN DENOTES LINTEL. SEE LINTEL SCHEDULE SHEET S102. ON PLAN DENOTES COLD FORMED STEEL HEADER. SEE COLD FORMED STEEL HEADER SCHEDULE ON SHEET S102. 1. 2. 3. 4. 5. 6. 7. 8. ROOF FRAMING KEYNOTES: 3"-20 GA TYPE 'N' ROOF DECK. PROVIDE 2" CLEAR FROM TOP OF HOIST BEAM TO UNDERSIDE OF ROOF DECK. COORDINATE LOCATION W/ ELEVATOR SUPPLIER. WALL TOP TRACK ASSEMBLY (SEE 5/S203) TO SPAN CONTINUOUS OVER WALL OPENING. NO HEADER REQUIRED. A B C L_ H_ Phone: 763.425.9960 Fax: 763.425.9958 5279 Kyler Avenue NE Albertville, MN 55301 SOLUTIONS, P.A. STRUCTURAL INNOVATIVE Email: isspa@isseng.com Web: www.isseng.comISSISSISSPAISSPAPAPA REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT 8-27-2020 JMW MJV 08/27/2020 S104 ROOF FRAMING PLAN 86220CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff -Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER 1/8" = 1'-0"S104 1 ROOF FRAMING PLAN - AREA A 1/8" = 1'-0"S104 2 ROOF FRAMNG PLAN - AREA B N N # DESCRIPTION DATE 07/14/21 07/14/21 07/14/21 07/14/21 BASE MATERIAL CONCRETE OR CONCRETE BLOCK GYPSUM CONCRETE OR CONCRETE BLOCK GYPSUM BASIS OF DESIGN: HILTI CONSTRUCTION CHEMICALS, INC. PENETRATING ITEM METAL PIPE STEEL, COPPER, CONDUIT OR EMT (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT STEEL, COPPER, CONDUIT OR EMT STEEL, COPPER, CONDUIT OR EMT STEEL, COPPER, CONDUIT OR EMT (SLEEVED) STEEL, COPPER, CONDUIT OR EMT INSULATED METAL PIPES STEEL, COPPER, CONDUIT OR EMT W/ GLASSFIBER INSULATION (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT W/ AB/PVC INSULATION (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT PIPE W/ GLASSFIBER INSULATION IN A SLEEVE STEEL, COPPER, CONDUIT OR EMT W/ GLASSFIBER INSULATION STEEL, COPPER, CONDUIT OR EMT W/ AB/PVC INSULATION STEEL, COPPER, CONDUIT OR EMT W/ GLASSFIBER INSULATION (SLEEVED OR UNSLEEVED) STEEL, COPPER, CONDUIT OR EMT PIPE W/ GLASSFIBER INSULATION IN A SLEEVE FIRE RATING 3 HR 4 HR 1 OR 2 HR 1 OR 2 HR 2 HR 4 HR 2 HR 3HR 4 HR 1 OR 2 HR 1 OR 2 HR 1 OR 2 HR 4 HR UL SYSTEM NO. CAJ 1155 CAJ 1226 WJ 1042 WL 1054 WL 1085 WL 1058 WL 1110 CAJ 5091 CAJ 5090 WJ 5029 WL 5029 WL 5028 WL 5025 WL 5073 APPROVED EQUALS: PRODUCT OF EQUIVALENT CHARACTERISTICS UL COMPLIANT WITH UL 1479 AND UL 2079, ASTM E1339. BASIS OF DESIGN HILTI PRODUCT FS-ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE FS ONE W/ COLLAR FS ONE CONCRETE OR CONCRETE BLOCK GYPSUM CONCRETE OR CONCRETE BLOCK GYPSUM JOINTS CONCRETE BLOCK WALL TO METAL DECK (TOP OF WALL) GYPSUM WALL TO METAL DECK (TOP OF WALL TO ROOF) D13/A601 (TOP OF WALL TO FLOOR) PLASTIC & GLASS PIPE PVC, CPVC (CLOSED SYSTEM ONLY) PVC, CPVC , ABS, FRPP GLASS PIPE MAX 6" PVC, CPVC, ABS, FRPP (IN A SLEEVE) PVC, CPVC (CLOSED SYSTEM ONLY) PVC, CPVC, ABS, FRPP (CLOSED SYSTEM ONLY) 2 HR 1 OR 2 HR 1 OR 2 HR 3 HR 3 HR 3 HR 3 HR 1 OR 2 HR 1 OR 2 HR HWD-0008 HWD-1011 HWD-1003/-1011 CAJ 2141 CAJ 2109 CAJ 2118 CAJ 2110 WL 2098 WL 2078 WL 2075 FS ONE CP 601 OR FS ONE FS ONE CP 642 FS ONE CP 642 FS ONE CP 642 FS ONE SCOPE DRAWINGS AND SPECIFICATIONS, AS DEFINED BY THE INDIANA CONSTRUCTION INDUSTRY COUNCIL’S GUIDELINES, A. THE CONTRACTOR SHALL OBSERVE THE FOLLOWING: NOTHING SET FORTH IN THESE DRAWINGS SHALL RELEASE ANY CONTRACTOR FROM RESPONSIBILITY TO PROVIDE APPROPRIATE QUANTITIES, FIELD MEASUREMENTS, DIMENSIONAL STABILITY, INSTALLATION, ANCHORAGE AND COORDINATION WITH OTHER TRADES, OR WAIVE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND RESOLVE DEVIATIONS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR WAIVE THE CONTRACTOR'S RESPONSIBILITY TO ALERT THE ARCHITECT TO ERRORS OR OMISSIONS CONTAINED THEREIN. CONTRACTOR SHALL VERIFY IN THE FIELD ALL EXISTING APPLICABLE CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS AND AS PERTINENT TO THE INTENT OF THESE DRAWINGS. ANY DISCREPANCY DISCOVERED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK AFFECTED BY, OR RELATED TO, SUCH DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH, OR CAUSED BY FAILURE TO COMPLY WITH REQUIREMENT. CONTRACTOR SHALL REVIEW IN ADVANCE ALL PORTIONS OF THE WORK TO VERIFY THAT THE WORK WILL NOT PROHIBIT COMPLETION OF THE PROJECT AS INTENDED IN THESE CONTRACT DOCUMENTS. ANY QUESTIONS SHALL BE PROMPTLY REFERRED TO THE ARCHITECT FOR RESOLUTION. CONTRACTOR SHALL REFER TO THE PROJECT MANUAL FOR CLEANING AND DISPOSAL REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL SURFACES AND FINISHES AT INTERIOR AND EXTERIOR OF BUILDING. DAMAGED SURFACES AND FINISHES RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REPAIRED AT NO COST TO THE OWNER BY THE RESPONSIBLE CONTRACTOR TO MATCH EXISTING TO THE SATISFACTION OF THE OWNER. CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH ALL ASPECTS OF THE WORK, EVEN THOSE AREAS DESIGNATED TO BE PROVIDED BY OTHERS. THIS FAMILIARIZATION INCLUDES FULL AND COMPLETE UNDERSTANDING OF THE WORK DESCRIBED ON ALL SHEETS OF THE DRAWINGS AND IN ALL SECTIONS OF THE PROJECT MANUAL. FAILURE BY THE CONTRACTOR TO BECOME COMPLETELY FAMILIAR AND COGNIZANT OF ALL ASPECTS OF THE WORK SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO PROVIDE MATERIALS, ASSEMBLIES, OR SERVICES INDICATED IN THE CONTRACT DOCUMENTS. B. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: ALL MATERIAL AND EQUIPMENT OF INDUSTRY STANDARD QUALITY, SPECIFIED OR NOT, AND WITH THE LIMITATION OF THE CONTRACT DOCUMENTS TO CAUSE THE INSTALLATION TO FUNCTION IN ACCORDANCE WITH THE INTENTION AND OBJECTIVE OF THE FINISHED PROJECT. ALL MATERIAL NECESSARY FOR EQUIPMENT TO FUNCTION IN A NORMAL AND ACCEPTABLE MANNER. ALL WORK REQUIRED TO CAUSE CONTRACTOR’S OPERATIONS TO FIT AND COORDINATE WITH OTHER TRADES. ALL WORK REQUIRED TO COMPLY WITH GOVERNING CODES WITH RESPECT TO CONTRACTOR’S ACTIVITY, EXCEPT FOR DESIGN CRITERIA INVOLVING CAPACITIES AND BASIC DESIGN. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE SIZING OF INTERCONNECT FACILITIES, SUCH AS DUCTS AND WIRING IN PIECES OF EQUIPMENT IN ORDER TO UTILIZE THE SPECIFIED CAPACITIES OF THE EQUIPMENT. WHEN NOT INDICATED IN THE CONTRACT DOCUMENTS, THE STANDARDS ESTABLISHED BY THE RECOGNIZED TRADE ASSOCIATION HAVING JURISDICTION FOR THE PRODUCT INCLUDED IN THE PROJECT SHALL GOVERN THE WORK. ALL UNSPECIFIED FIXTURES, ACCESSORIES AND / OR EQUIPMENT PROVIDED BY THE CONTRACTOR SHALL HAVE CUT SHEETS / DRAWINGS SUBMITTED TO THE ARCHITECT FOR APPROVAL. GENERAL PROJECT NOTES A. DO NOT SCALE THE DRAWINGS. REFER DISCREPANCIES TO ARCHITECT FOR FINAL DECISIONS. B. ALL DIMENSIONS SHOWN ARE TOFACE OF STUD TO FACE OF STUD UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATED AS "CLR OR "CLEAR" INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH. C. PROVIDE BRACING AND WOOD BLOCKING AS REQUIRED IN WALLS SUPPORTING CASEWORK, TACKBOARDS, MARKERBOARDS, RESTROOM ACCESSORIES, ETC. D. SEAL ALL JOINTS BETWEEN DISSIMILAR MATERIALS. E. ALL GYPSUM WALLBOARD IS 5/8" TYPE "X" UNLESS NOTED OTHERWISE. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD IN LOADING BAY, JANITOR CLOSETS, AND RESTROOMS. F. WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT INDUSTRY RECOGNIZED STANDARD MOUNTING HEIGHTS, ADA AND ANSI A117.1 FOR THE PARTICULAR APPLICATION AND REFER QUESTIONABLE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DECISIONS. G. COORDINATE ENGINEERING DRAWINGS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS, AND REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT. H. CONFLICTS BETWEEN SPECIFICATIONS AND DRAWINGS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF THE WORK. I. SUPPLY, COORDINATE, AND INSTALL ACCESS DOORS, PANELS AND HATCHES IN CEILINGS, WALLS, AND FLOORS; AND NOTIFY ARCHITECT OF ANY CONFLICTS WITH FEATURES SHOWN ON DRAWINGS. J. PROVIDE WATER ROUGH-IN AND ELECTRICAL CONNECTIONS FOR OWNER- PROVIDED EQUIPMENT IN COMPLIANCE WITH MEP DRAWINGS. K. PROVIDE SLIP CHANNELS AT ALL LOCATIONS WHERE WALLS EXTEND TO A STRUCTURAL MEMBER ABOVE. L. DOORS ARE TO BE INSTALLED 4" FROM CORNER TO EDGE OF FRAME TYPICAL. GENERAL PLAN NOTES MATERIALS LEGEND EARTH NOTE: PATTERNS SHOWN REPRESENT CUT MATERIALS IN PLAN OR SECTION, UNLESS NOTED OTHERWISE BELOW. GRANULAR FILL SAND, GROUT AS NOTED CAST-IN-PLACE CONCRETE PRECAST CONCRETE, CAST STONE STONE: LIMESTONE, GRANITE, MARBLE OR AS NOTED TERRA COTTA, STRUCTURAL CLAY TILE CONCRETE MASONRY UNIT BRICK MASONRY METAL: TYPE AS NOTED METAL: ROLLED SHAPES GLASS FIBER REINFORCED CONCRETE SIDING OR TRIM SHEATHING: GYPSUM, OR AS NOTED AIR BARRIER SYSTEM ACOUSTICAL CEILING TILE TILE: CERAMIC, QUARRY, UNO CARPET, CARPET TILE (DETAIL) GRATING RESINOUS FLOORING: TERRAZZO, TROWEL-ON, UNO GRATING SHOWN IN PLAN INSULATED GLASS: (SMALL SCALE) INSULATED GLASS: (DETAIL) MEMBRANE: WATERPROOF, ROOF, DAMPPROOFING WOOD FRAMING / BLOCKING: CONTINUOUS FINISHED WOOD SHOWN CUT AND ELEVATION ENGINEERED WOOD: GLUE LAMINATED WOOD FLOOR, WOOD SHINGLES, OR SIDING WOOD SHIM PARTICLEBOARD PLYWOOD EIFS SPRAYED FIREPROOFING SHOWN ON ROLLED SHAPE BATT INSULATION: THERMAL OR ACOUSTICAL, UNO RIGID INSULATION: THERMAL, ACOUSTICAL, OR SHAFTING GYPSUM WALL BOARD PLASTER ON METAL LATH SYMBOLS LEGEND (DETAIL VIEWS) (ELEVATION VIEWS)A101 1 SIM 1i 1'-0" Room Name XXXXX DETAIL NUMBER SHEET NUMBER DETAIL CALLOUT ELEVATION NUMBER SHEET NUMBER EXTERIOR ELEVATION TAG SECTION NUMBER SHEET NUMBER SECTION MARKER ATTRIBUTE WALL TYPE WALL TAG CEILING TYPE CEILING HEIGHT CEILING TAG 7 2 DOOR ID NUMBER REFER TO DOOR SCHEDULE SHEET ROOM NAME ROOM NUMBER ROOM TAG KEYED NOTE / PLAN NOTE DEMOLITION NOTE GLAZING TYPE NEW CONSTRUCTION EXISTING CONSTRUCTION DEMOLISHED CONSTRUCTION COL COLUMN GRID CONTROL JOINT SEALANT AND BACKER ROD KIT OF PARTS NOTE 000000.00 TX WINDOW TYPEX GL-X 1/ A101 1 A101 ELEVATION NUMBER SHEET NUMBER INTERIOR ELEVATION TAG SPEC SECTION REFERENCE NOTE NUMBERA101 SIM1 TOILET ACCESSORY FX FURNITURE/EQUIPMENT TAGXXX1 HR W1A.S Room Name XXXXX Floor Wall Base FINISH TAG FLOOR FINISH WALL FINISH BASE FINISH TOILET ACCESSORY MOUNTING HEIGHTS 1' - 0"3' - 6" 33" TO 36"17" - 19"8" GRAB BARS TOILET PAPER DISPENSER SANITARY NAPKIN DISPOSAL WALL -MOUNTED OR FLOOR MOUNTED WATER CLOSET GRAB BARS 1' - 0" 3' - 0"34" MAX1' - 6"17" TO 19" 1' - 3" PIPE INSULATION FOR ADA COMPLIANCE 29" MIN CLEAR40" MAX CLEAR 3' - 0"1' - 6"42" MAX TO CONTROL3' - 5" 1' - 6"42" MAX TO CONTROLNOTE: REFER TO PROJECT MANUAL FOR COMPLETE TOILET ACCESSORY SPECIFICATIONS. FIRE STOPPING SCHEDULE AND DETAILS WALL CONSTRUCTION FIRE SEAL MATERIAL AS REQUIRED FOR FIRE RATING FILLING ANNULAR SPACE PENETRATING ITEM ABBREVIATIONS CL. CARPET D.E.F.S. CPT. C.W. C.M. ACOUSTICAL AMERICANS W/DISABILITIES ACT AMERICANS W/DISABILITIES ACT ACCESSIBILITY GUIDELINES ARCHITECT/ENGINEER C.I.P. C.F.C.I. B.O.W. A.P. A.V. A/E ADAAG ADA ACOUS. FINISH(ED) TBD TO BE DETERMINED WELDED WIRE FABRIC TEMPORARY TEMPERED TOP OF MASONRY TOP OF DECK TOP OF STEEL VERIFY IN FIELD VINYL COMPOSITION TILE WIDE/WIDTH WATER CLOSET TECHNICAL TOP OF CURB TELEPHONE TYPICAL TOP OF WALL TOP OF PAVEMENT TONGUE AND GROOVE UTILITY UNIT VENTILATOR VERTICAL UNLESS NOTED OTHERWISE WATER HEATER WOOD WITH VESTIBULE WEIGHT ANGLE MISCELLANEOUS CENTER LINE NUMBER WITHOUT # W.W.F. WD. W.H. WT. W/O FINISH OPENING FLOOR FLUORESCENTFLUOR. F.O. FLR. W.C. VIF W W W/ VEST. V.C.T. UTIL. U.N.0. U.V. V VERT. T&G T.M. T.S. T.P. TYP. U T.W. T.D. TMPRD. TEMP. T.C. TECH. TEL. TACK BOARD REFLECTED CEILING PLAN REFERENCE ROOF DRAIN RADIUS REFLECTED RIGHT HAND RESILIENT ROOM REINFORCED ROUGH OPENING SIMILAR SHEET SECTION SOAP DISPENSER SCHEDULE SQUARE FEET SQUARE SPECIFICATION SYMMETRICAL SUSPEND(ED) STRUCTURAL STORAGE STANDARD STAINLESS STEEL THICKNESS CENTERLINE E FINISH SYSTEM EXPOSED ELECTRICAL CONTRACTOR ELECTRICAL PANEL EXTERIOR INSULATION FAN COIL UNIT AND EQUIPMENT FURNISHINGS, FIXTURES FINISH FLOOR ELEVATION EACH ELEVATION EXPANSION JOINT EQUAL ENGINEER ELEVATOR/ELEVATION EXISTING EXTERIOR ELECTRIC WATER COOLER EQUIPMENT FABRICATE/FABRICATOR FIRE EXTINGUISHER FIRE HOSE CABINET FLOOR DRAIN FIRE EXTINGUISHER CABINET ELECTRIC/ELECTRICAL EXP. F.F.&E. FIN. F.H.C. F.F.E. F.E.C. F.E. F F.C.U. FAB. F.D. EXT. EQ. EQUIP. EXIST. E.W.C. E.P. ENGR. ELEV. E.J. EL. ELEC. E.I.F.S. E.C. EA. SHT. T.B. SUSP. SYM. T T. SIM. SQ. S.S. SPEC. STRUCT. STOR. STD. R.O. S S.D. SECT. SCHED. S.F. R.D. REF. REFL. RESIL. R.H. RM REINF. COLD WATER CONSTRUCTION MANAGER FINISH SYSTEM COORDINATE CONCRETE COLUMN CEILING CONCRETE MASONRY UNIT CONTRACTOR CONTINUOUS CERAMIC TILE CONSTRUCTION DETAIL DEPARTMENT DRINKING FOUNTAIN DOWN DIMENSION DISPENSER DRY MARKER BOARD DIAMETER DRAWING DOWNSPOUT D DN DWG. DS D.M.B. DIM. DISP. DEPT. DET. D.F. DIA. CONT. C.T. COOR. CONTR. C.M.U. CONC. CONST. COL. CLG. R.C.P. R R A AUDIO/VISUAL ACCESS PANEL BOTTOM OF WALL CONTRACTOR FURNISHED- CONTRACTOR INSTALLED CAST-IN-PLACE ADJUSTABLE AIR CONDITIONING ACOUSTICAL CEILING TILE ALTERNATE ALUMINUM ABOVE FINISHED FLOOR ARCHITECT/ARCHITECTURAL BOARD BASEMENT BUILDING BITUMINOUS CABINET CORNER GUARD CONTROL JOINT B C C.G. C.J. CAB. BLDG. BSMT. BITUM. BD. ALUM. ARCH. A.F.F. ALT. A.C.T. ADJ. A/C ACOUSTICAL CEILING PANELACP CLEAR(ANCE)CLR CMP COMPOSITE METAL PANEL FIRE-RESISTIVEF-R TOP OFT/O B/O BOTTOM OF STEELSTL. M.D.F. MB. M.C. PROPERTY LINE OWNER FURNISHED- OWNER INSTALLED OWNER FURNISHED- CONTRACTOR INSTALLED LENGTH MARKER BOARD LONG LEG OUT LONG LEG VERTICAL LONG LEG HORIZONTAL MECH./ELECT./PLUMBING MEDIUM DENSITY FIBERBOARD MECHANICAL CONTRACTOR METAL MECHANICAL MAXIMUM MINIMUM MISCELLANEOUS MANHOLE MANUFACTURER(ING) MASONRY OPENING NUMBER NOT TO SCALE NOT IN CONTRACT NO APPLIED FINISH ON CENTER OVER ALL OPENING OPPOSITE HAND OUTSIDE DIAMETER PLASTER PAIR PARTICLE BOARD PLYWOOD PREFABRICATED PLASTIC LAMINATE QUARRY TILE PAINTED POUND LAVATORY LEFT HAND Q Q.T. P. LAM PLAS. PT. BD. PR. PWD. PREFAB. PTD. P.L. O.F.O.I. OPG. O.H. P O.F.C.I. O.C. O.A. O.D. O L M.O. MTL. N N.A.F. N.T.S. NO. N.I.C. M.E.P. MECH. MFR. MISC. MIN. M.H. L.L.V. M MAX. L L.L.O. L.L.H. LAV. LB. L.H. OPPOSITEOPP. GENERAL CONTRACTOR HEIGHT HOT WATER FACE OF BRICK FACE OF CONCRETE FACE OF BLOCK FIREPROOF FACE OF STUD FACE OF GYPSUM BD. FACE OF FINISH FIELD VERIFY GENERAL GAUGE GLASS FOOT/FEET HARDWARE HOSE BIBB HEIGHT HOLLOW METAL HORIZONTAL HEATING, VENTILATION & A.C. GYPSUM WALL BOARD GA. HT. H.W. HVAC HORIZ. HB HDWR. H.M. G.W.B./GWB H H. G.C. GEN. GL. F.O.G. G F.V. F.O.S. FPRF. FT. F.O.B. F.O.BR. F.O.C. F.O.F. INFORMATION INCANDESCENT INSIDE DIAMETER INTERIOR INSULATION INCAN. INFO. INT. INSUL. I I.D. JOIST BEARING JANITOR CLOSET JANITOR JOINT J.C. JST. BRG. JT. J JAN. FIRE RATING REF. DESIGN No. R-VALUE U-VALUE E1 BRICK ON METAL STUD. 0.52 COL REFER TO WALL SECTIONS 3" TYP. FIRE RATING REF. DESIGN No. R-VALUE U-VALUE E2 CMU ON METAL STUD. 0.52 COL REFER TO WALL SECTIONS 3" TYP. 1' - 2" AIR SPACE [04 00 00-D7] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] 5/8" GLASS-MAT GYPSUM SHEATHING -TAPE ALL SEAMS [06 16 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] EXTERIOR WALL TYPES SCHEDULE INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] FIRE RATING REF. DESIGN No. R-VALUE U-VALUE E3 FORMED METAL PANEL ON METAL STUD 0.52 NOTE: CONTRACTORS OPTION TO SUBSTITUTE COMPOSITE NAIL BASE INSULATED WALL SHEATHING IN LIEU OF SEPARATE GYP SHEATHING, RIGID AND PLYWOOD. REFER PROJECT MANUAL. FORMED METAL WALL PANELS - PREFINISHED [07 41 14-A1] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] 1' - 2" INSULATION TYPE 4 -KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] INSULATION TYPE 4 -KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] 6" METAL STUD [05 41 00-A4] 6" METAL STUD [05 41 00-A4] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] INSULATION TYPE 4 -KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] STANDARD BRICK -3/8" JOINT [04 20 00-A1] 6" 4 3/8" 3 5/8" 6" 3 1/8" 3 5/8"6" 6 5/8" 7/8" 1' - 1 1/2" COL REFER TO WALL SECTIONS 3 1/2" TYP. NOTE: CONTRACTORS OPTION TO SUBSTITUTE COMPOSITE NAIL BASE INSULATED WALL SHEATHING IN LIEU OF SEPARATE GYP SHEATHING, RIGID AND PLYWOOD. REFER PROJECT MANUAL. 5/8" GLASS-MAT GYPSUM SHEATHING -TAPE ALL SEAMS [06 16 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING -TAPE ALL SEAMS [06 16 00-A2] FIRE RATING REF. DESIGN No. R-VALUE U-VALUE E4 CMU ON CMU 0.52 7 5/8" 3 3/8" 3 5/8" 1' - 2 5/8" 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 8" X 8" X 16" GROUND FACE CMU [04 22 00-D3] FIRE RATING REF. DESIGN No. R-VALUE U-VALUE E5 1 HR U-425 1 HR RATED METAL STUD WALL 0.52 COL REFER TO WALL SECTIONS 3" TYP. 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] INSULATION TYPE 4 -KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] 6" NOTE: EXTERIOR FACADE OUTSIDE OF SHEATHING VARIES, REFER TO EXTERIOR ELEVATIONS. 5/8" GLASS-MAT GYPSUM SHEATHING -TAPE ALL SEAMS [06 16 00-A2] DIRECTION DEPENDS ON SIDING ORIENTATION -REFER TO ELEVATIONS 6" LIGHT GAUGE ZEE [05 40 00-D6] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2]DANDR ID GE DRE W WHI TEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 09/11/2020 A001 GENERAL NOTES, SYMBOLS, LEGENDS AND EXTERIOR WALLS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SPECIALTY ACCESSORY SCHEDULE TYPE ITEM MFR / MODEL REMARKS PROVIDED BY INSTALLED BY T1 24"W X 36"T MIRROR BOBRICK B-290 2436 SATIN STAINLESS FINISH T2 GRAB BARS (3 PIECE) BOBRICK B-6806 SERIES 36", 42" AND 18" VERTICAL T3 TOILET PAPER DISPENSER - DOUBLE ROLL BOBRICK B-2892 19" MIN. A.F.F. TO C.L. - SURFACE MOUNTED T4 SOAP DISPENSER BOBRICK B-2111 ADA COMPLIANT T5 HAND DRYER BOBRICK B-3944 52-3/4" TO TOP - SURFACE MOUNTED SCALE: 1" = 1'-0"1 WALL PENETRATION # DESCRIPTION DATE 2 BID ADDEN. 005 03/24/2021 2 07/14/21 STANDARD SYSTEMS SHAFTWALL SYSTEMS NOTE: * = AT FRAMING EXCEEDING 12'-0" HEIGHT, PROVIDE BRACINGFRAMING1 5/8" 2-1/2" 2-1/2" 2-1/2" 3-5/8" 3-5/8" 3-5/8" 6" 6" 6" 2-1/2" C-H STUDS 2-1/2" C-H STUDS 2-1/2" C-H STUDS 4" C-H STUDS 4" C-H STUDS 6" DBL E STUDS 6" DBL E STUDS </= 6'-0" > 6'-0" - </= 8'-0" > 8'-0" - </= 10'-0"DEPTHAT MID HEIGHT LOCATION, BUT NOT TO EXCEED 12'-0" MAX. SPAN 25--(0.0179") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0179") 22--(0.0270") 20--(0.0329") 25--(0.0199") 22--(0.0294") 20--(0.0341") 25--(0.0199") 20--(0.0341") 25--(0.0199") 20--(0.0341")FRAMINGGAUGESTUD 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 16" 24" 24" 24" 24" 24" 24" 24" 24" 2-4"X16GA. METAL CEE STUDS 2-6"X18GA. METAL CEE STUDS 2-6"X16GA. METAL CEE STUDSSPACINGALLOWABLEL/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 L/240 LINTEL SIZEDEFLECTIONFURRING2 HOUR1 LAYER8'-3" 7'-3" 11'-0" 9'-9" 12'-0" 10'-6" 13'-0" 11'-6" 14'-6" 12'-9" 16'-0" 14'-0" 17'-3" 15'-0" 20'-0" 15'-0" 25'-3" 22'-0" 26'-6" 23'-3"RATED12'-1" 14'-11" 15'-3" 16'-11" 18'-2" 26'-3" 28'-0"ONE SIDE*PARTITION1 HOUR1 LAYER9'-6" 8'-3" 12'-6" 10'-9" 13'-0" 11'-6" 14'-0" 12'-3" 16'-0" 13'-6" 17'-3" 15'-0" 18'-3" 16'-0" 20'-0" 15'-0" 26'-0" 22'-9" 27'-6" 24'-0"RATED11'-8" 13'-7" 14'-0" 15'-10" 17'-6" 25'-3" 28'-0"EACH SIDEPARTITION2 LAYERS10'-6" 8'-9" 13'-6" 11'-3" 14'-0" 12'-3" 14'-9" 13'-0" 16'-9" 13'-6" 18'-0" 15'-9" 19'-0" 16'-6" 20'-0" 15'-0" 23'-9" 20'-9" 25'-6" 22'-3"EACH SIDEINTERIOR WALL LIMITING HEIGHTS LINTEL SCHEDULE U.N.O. REFER FLOOR PLAN FOR PARTITION TYPE CUT GYPSUM WALLBOARD TO FIT DECK FLUTES DEFLECTION TRACK ATTACHED WITH ANCHORS AT 2'-0" O.C.DO NOT ATTACH GYPSUM WALLBOARD TO TOP TRACK STRUCTURAL FLOOR OR ROOF ASSEMBLY FILL GAP WITH ACOUSTICAL SEALANT GYPSUM PARTITION AT STRUCTURE REFER FLOOR PLAN FOR PARTITION TYPE HB PTA SERIES PARTITION TOP ANCHOR OR OTHER APPROVED LATERAL SUPPORT METHOD STRUCTURAL FLOOR OR ROOF ASSEMBLY CMU PARTITION AT STRUCTURE BOND BEAM - REF STRUCTURAL COMPRESSIBLE FILLER IN JOINT AND FLOOR/ROOF1"FILL CAVITY WITH ACOUSTICAL INSULATION REFER FLOOR PLAN FOR PARTITION TYPE FIRECODE COMPOUND BOTH SIDES. 1/2" @ 1 HR; 1" @ 2HR DEFLECTION TRACK ATTACHED WITH ANCHORS AT 2'-0" O.C. DO NOT ATTACH GYPSUM WALLBOARD TO TOP TRACK STRUCTURAL FLOOR OR ROOF ASSEMBLY FIRE RATED GYPSUM PARTITION AT STRUCTURE REFER FLOOR PLAN FOR PARTITION TYPE HB PTA SERIES PARTITION TOP ANCHOR OR OTHER APPROVED LATERAL SUPPORT METHOD STRUCTURAL FLOOR OR ROOF ASSEMBLY FIRE RATED CMU PARTITION AT STRUCTURE BOND BEAM - REF STRUCTURAL1"FILL CAVITY WITH THERMAFIBER SAFING INSULATION J-MOLD FIRECODE COMPOUND BOTH SIDES. 1/2" @ 1 HR; 1" @ 2HR FILL CAVITY WITH THERMAFIBER SAFING INSULATION 1/4" JOINT #093 ZINC CONTROL JOINT GYPSUM WALLBOARD PER PARTITION TYPE GYPSUM PARTITION CONTROL JOINT CMU CONTROL JOINT BACKER ROD AND SEALANT JOINT EA. SIDE OF WALL FLANGED NEOPRENE CONTROL JOINT CONT. STOP HORIZ. BARS AT EACH SIDE OF JOINT VERTICAL REINFORCING PER STRUCTURAL SASH BLOCK CMU 3/8" ADDITIONAL STUD AS REQ'D 1/4" JOINT #093X ZINC CONTROL JOINT - FIRE RATED GYPSUM WALLBOARD PER PARTITION TYPE GYPSUM PARTITION CONTROL JOINT FIRE-RATED ADDITIONAL STUD AS REQ'D THERMAFIBER INSULATION CMU CONTROL JOINT FIRE RATED BACKER ROD AND SEALANT JOINT EA. SIDE OF WALL CERAMIC FIBER BLANKET WERE REQUIRED FOR FIRE RATING STOP HORIZ. BARS AT EACH SIDE OF JOINT VERTICAL REINFORCING PER STRUCTURAL SASH BLOCK CMU 1/2" STRUCTURAL FLOOR OR ROOF ASSEMBLY WALL HEIGHT C = EXTEND TO BOTTOM OF CEILINGWALL HEIGHT A = EXTEND WALL TO 6" ABOVE CEILINGWALL HEIGHT S = EXTEND WALL TO BOTTOM OF STRUCTURAL DECKBRACE TO STRUCTURE AT 4'-0" O.C. AT PARTIAL HEIGHT WALLS METAL STUDS. PROVIDE WIDTH PER WALL TYPE AND GAGE AS REQUIRED FOR HEIGHT 5/8" GYPSUM WALLBOARD TYP. BOTH SIDES (USE TYPE X FOR RATED ASSEMBLIES) SOUND ATTENUATION INSULATION AS SPECIFIED PER WALL TYPE CONTINUOUS METAL RUNNER TRACK ACOUSTICAL SEALANT AT ALL JOINTS 45.00° ACOUSTICAL SEALANT AT ALL JOINTS DEFLECTION TRACK AT STRUCTURE TYPICAL WALL NOTES CEILING WHERE OCCURS FIRE RATING (AS OCCURS) HEIGHT ATTRIBUTE S - CONSTRUCT TO STRUCTURE ABOVE A - CONSTRUCT WALL TO 6" ABOVE CEILING C - CONSTRUCT WALL TO CEILING **IF NO ATTRIBUTE - CONSTRUCT WALL TO STRUCTURE. 1 HR W1A.S LOW WALL HEIGHT AS OCCURS 1 HR W1A.S 4' - 0" WALL TYPE - REFER SCHEDULE ON A002 WALL TYPE SYMBOL TYPICAL WALL NOTES A. VERIFY ALL RATED WALLS WITH LIFE SAFETY COMPLIANCE PLAN. B. ALL RATED WALL ASSEMBLY CONSTRUCTION SHALL BE SEALED WITH FIRE/SMOKE RATED SEALANT @ ALL JOINTS AND PENETRATIONS. PROVIDE SMOKE DAMPERS AT ALL DUCT PENETRATIONS THROUGH RATED WALLS. C. ALL ACOUSTICAL WALL ASSEMBLY CONSTRUCTION SHALL BE SEALED WITH ACOUSTICAL SEALANT AT ALL JOINTS AND PENETRATIONS. REFER TO TYPICAL ACOUSTICAL DETAILS. D. WATER RESISTANT GYPSUM WALLBOARD SHALL BE USED IN LIEU OF TYPE 'X' GYPSUM WALLBOARD IN ALL LOCATIONS WHERE CERAMIC AND PORCELAIN TILE FINISH IS USED; AS WELL AS ALL RESTROOMS, KITCHEN, MECHANICAL ROOMS, AND JANITOR CLOSETS. E. GAGE OF ALL INTERIOR METAL STUD FRAMING TO BE DESIGNED FOR 5 PSF WIND LOADS, STUD HEIGHT AND ADDITIONAL LOADING SUCH AS MILLWORK OR SUSPENDED ITEMS WITH DEFLECTION LIMITED TO L/240. F. ALL WALL FRAMING THAT EXTENDS ABOVE FINISH CEILING TO BE BRACED TO STRUCTURE ABOVE AT 4'-0" O.C. ALTERNATING DIRECTIONS AS LIMITING HEIGHTS REQUIRE. G. ALL WALL FRAMING NOTED TO EXTEND TO CEILING OR 6" ABOVE CEILING TO BE BRACED TO STRUCTURE AT 4'-0" O.C. ALTERNATING DIRECTIONS. H. REFER TO REFLECTED CEILING PLAN FOR CEILING MATERIALS AND HEIGHTS; REFER ROOM FINISH SCHEDULE FOR APPLIED FINISHES AND SPECIAL INSTRUCTION. J. PROVIDE METAL TRIM OR ZIP-STRIPS AT THE EDGES OF ALL GYPSUM WALLBOARD WHERE IT ABUTS ANOTHER MATERIAL AND WHERE EDGES ARE EXPOSED TO VIEW. K. DIVIDE ALL GYPSUM WALLBOARD AREAS WITH CONTROL JOINTS NOT EXCEEDING 30 FEET IN EITHER DIRECTION OR AS SHOWN OTHERWISE. PROVIDE RATED CONTROL JOINTS IN FIRE RATED PARTITIONS. COORDINATE LOCATION OF CONTROL JOINTS WITH ARCHITECT PRIOR TO INSTALLATION. L. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD IN ALL CORRIDORS, STAIRCASES AND OTHER SPACES AS NOTED ON PLANS. M. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. AT MASONRY WALLS. PROVIDE VERTICAL REINFORCEMENT PER STRUCTURAL DRAWINGS AND SPECIFICATIONS. FIRE RATING REF. DESIGN No. STC RATING TEST No.M4A - - - - - DESCRIPTION: 4" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.3 5/8"5 5/8" 7 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M6A - - - - - DESCRIPTION: 6" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No.M6B 1 HR UL U906 - - DESCRIPTION: 6" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No.M8A - - - - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No.M8B 1 HR UL U905 - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.5 5/8" 7 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M6C 2 HR UL U906 - - DESCRIPTION: 6" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.5 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M8C 2 HR UL U905 - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.7 5/8" 7 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M8D 3 HR UL U904 - - DESCRIPTION: 8" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.9 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M10A - - - - - DESCRIPTION: 10" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement.11 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.M12A - - - - - DESCRIPTION: 12" cmu in running bond pattern with horizontal joint reinforcement at 16" o.c. vertically. Refer to structural for vertical reinforcement. FIRE RATING REF. DESIGN No. STC RATING TEST No. S2A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one of 1-5/8" steel studs 16" o.c.2 1/4"FIRE RATING REF. DESIGN No. STC RATING TEST No. S3A - - - - - INTERIOR FURRED WALL: One layer 5/8" X gypsum board applied vertically to one of 2-1/2" steel studs 16" o.c.3 1/8" FIRE RATING REF. DESIGN No. STC RATING TEST No. S4C - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c.4 7/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one of 3-5/8" steel studs 16" o.c.4 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4E 1 HR UL U419 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.4 7/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4B - - - - - INTERIOR FURRED WALL: One layer 5/8" X gypsum board applied vertically to one of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.4 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4D - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.4 7/8" FIRE RATING REF. DESIGN No. STC RATING TEST No.S4F 2 HR UL U419 - - INTERIOR WALL: Two layers of 1/2" X gypsum board applied vertically to each side of 3-5/8" steel studs 16" o.c. Fill stud cavities with 3" fiberglass batt insulation.5 5/8" FIRE RATING REF. DESIGN No. STC RATING TEST No. S6C - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 6" steel studs 16" o.c.7 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.S6A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one of 6" steel studs 16" o.c.6 5/8"FIRE RATING REF. DESIGN No. STC RATING TEST No. S6E 1 HR UL U419 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation. FIRE RATING REF. DESIGN No. STC RATING TEST No. S6B - - - - - INTERIOR FURRED WALL: One layer 5/8" X gypsum board applied vertically to one of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation. FIRE RATING REF. DESIGN No. STC RATING TEST No. S6D - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to each side of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation. FIRE RATING REF. DESIGN No. STC RATING TEST No.S6F 2 HR UL U419 - - INTERIOR WALL: Two layers of 1/2" X gypsum board applied vertically to each side of 6" steel studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.8" 6 5/8"7 1/4" 7 1/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W4A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one side of 2x4" wood studs 16" o.c.4 1/8"FIRE RATING REF. DESIGN No. STC RATING TEST No. W4B - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c.4 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.W4C - - - 33 RAL-TL11-086 INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 3-1/2" fiberglass batt insulation.4 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W4D 1 HR UL U305 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 3-1/2" fiberglass batt insulation.4 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W6A - - - - - INTERIOR FURRED WALL:One layer 5/8" X gypsum board applied vertically to one side of 2x6" wood studs 16" o.c.6 1/8" FIRE RATING REF. DESIGN No. STC RATING TEST No. W6B - - - - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x6" wood studs 16" o.c.6 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.W6C - - - 33 RAL-TL11-086 INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x6" wood studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.6 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No. W6D 1 HR UL U305 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.6 3/4" FIRE RATING REF. DESIGN No. STC RATING TEST No.W6E 1 HR UL U311 - - INTERIOR WALL: One layer 5/8" X gypsum board applied vertically to both sides of 2x4" wood studs 16" o.c. Fill stud cavities with 5-1/2" fiberglass batt insulation.7 1/4" DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A002 INTERIOR WALL TYPES AND DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1 1/2" = 1'-0"02 TYPICAL INTERIOR WALL DETAILS SCALE: 1 1/2" = 1'-0"01 TYPICAL INTERIOR WALL SECTION SCALE: 3/4" = 1'-0" INTERIOR WALL TYPES LEGEND # DESCRIPTION DATE 07/14/21 FIG. 404.2.4.1 MANEUVERING CLEARANCE AT SWINGING DOORS (B) FRONT APPROACH, PUSH SIDE (C) HINGE APPROACH, PULL SIDE (D) HINGE APPROACH, PULL SIDE (E) HINGE APPROACH, PUSH SIDE (G) LATCH APPROACH, PUSH SIDE(F) LATCH APPROACH, PULL SIDE (445) (305)(915) (1065)(610) (1370)(1065)(1370)(1525)(1525)(1065)(1220)(1220)(610) FIG. 404.2.4.2 MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS (A) FRONT APPROACH (B) POCKET OR HINGE APPROACH (C) STOP OR LATCH APPROACH FIG. 404.2.6 TWO DOORS IN A SERIES (A) (B)(1220)(1065)(1065)(610) (1370)(1220) (1220) (A) CIRCULAR (B) T-SHAPED (A) FORWARD (B) PARALLEL FIG. 304.3 SIZE OF WHEELCHAIR TURNING SPACE FIG. 405.5 POSITION OF CLEAR FLOOR OR GROUND SPACE (1525) (1525) (305) (915) (305) (760) (1220)(915)(1525)(760)(1220)(A) FORWARD APPROACH (B) PARALLEL APPROACH FIG. 305.7 MANEUVERING CLEARANCE IN AN ALCOVE (915)(1525)(1220)(760)(X > 610)(X > 380)(1420)(405-455) (1525)(430-485)FIG. 604.5.2 REAR WALL GRAB BAR FOR WATER CLOSET FIG. 604.7 DISPENSER LOCATION (1065)(305) (1370)(380)(38)(180-230)(1220)(305)(610) (915) SIDE (1420)FIG. 604.8.1.1 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS (B) FLOOR-MOUNTED WATER CLOSET(A) WALL-HUNG WATER CLOSET (1420) (1525) 24" min. FIG. 604.8.3 TOILET COMPARTMENT DOORS (100)(1065)FIG. 606.3 HEIGHT OF LAVATORIES AND SINKS (865)FIG. 602.5 DRINKING FOUNTAIN SPOUT LOCATION (A) PARALLEL APPROACH (B) FORWARD APPROACH (380)(125) (90) (2440) (1525) (2440) (6100)(1525)FIG. 503.3 PASSENGER LOADING ZONE ACCESS AISLE (760)(760)(610)(305)24" min.(380)9"(230)(610)(230)(305) (610) FIG. 607.5 back wall seat wall control wall (915) (1220)(915)(915)(760) (1525)(760)(1220)(760)(915) (445)(150)(150)(150)(150) (150)FIG. 608.3.2 GRAB BARS IN ROLL-IN-TYPE SHOWERS (C) GRAB BARS IN ROLL-IN-TYPE SHOWERS (1220)FIG. 608.5 CONTROLS IN TRANSFER-TYPE control wall control wall (380) (A) (685) (B) back FIG. 608.6 LOCATION OF SHOWER SPRAY UNIT FIG. 609.3 SPACING OF GRAB BARS (38)(380)(380-405)(430-485)(430-485) FIG. 610.3.1 RECTANGULAR SHOWER COMPARTMENT SEAT FIG. 610.3.2 L-SHAPED SHOWER COMPARTMENT SEAT(75)(380-405)(38)(560-585) (380-405)(355-380) (64)(38)FIG. 702.3.3.1 LOCATION OF WALL-MOUNTED APPLIANCES (A) WALL ALARM (B) WALL ALARM WITH SMOKE DETECTOR FLOOR OR GROUND (100-305)(2030-2440)FLOOR OR GROUND(2030-2440) (CEILING HEIGHT > 9140)CEILING CEILING FIG. 702.3.3.2 LOCATION OF CEILING-MOUNTED APPLIANCES FIG. 702.3.5.1 APPLIANCE SPACING IN CORRIDORS (15-30m) (4570) (4570)(15-30m) (15-30m) FIG. 702.3.6.2 APPLIANCE LOCATION IN SLEEPING ROOMS (A) ONE BED (4880) (B) TWO BEDS FIG. 703.2.4.4 CHARACTER HEIGHT LIBRARY (16-51)FIG. 703.2.8 MOUNTING LOCATION AT DOORS (455)(455) (A) PARALLEL APPROACH (B) FORWARD APPROACH FIG. 704.2.1 CLEAR FLOOR OR GROUND SPACE FOR TELEPHONES FIG. 705.3.1.1 TRUNCATED DOME SIZE (60) (A) VERTICAL RISER (B) CURVED NOSING (C) BEVELED NOSING (D) ANGLED RISER RADIUS 1/2" MAX. TYP. 30 max. beveled FIG. 504.5 STAIR NOSINGS FIG. 504.2 TREADS AND RISERS FOR ACCESSIBLE STAIRWAYS(100-180)(A) STAIRS (865-965)(B) RAMPS(865-965)FIG. 505.7 HANDRAIL CROSS SECTION FIG. 505.4 HANDRAIL HEIGHT (38) FIG. 505.5 HANDRAIL CLEARANCE (A) CIRCULAR 4"-6 1/4" PERIMETER (100-160) FIG. 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSIONS AT RAMPS (305) (305) FIG. 505.10.2 TOP HANDRAIL EXTENSIONS AT STAIRS (305) X = TREAD DEPTH FIG. 505.10.2 BOTTOM HANDRAIL EXTENSIONS AT STAIRS FIG. 306.3 KNEE CLEARANCE (205) (280)(685)(230)FIG. 306.2 TOE CLEARANCE (430)(230)FIG. 403.5.1 CLEAR WIDTH AT TURN (1065)(1065) (X < 1220)(610) (610)(1220)(815)(915)(1525)(1525) LANDING AT LEAST AS WIDE AS RAMP RUN LANDING (A) FIG. 405.7 RAMP LANDINGS (1525)LANDING RAMP RUN RAMP RUN RAMP RUN (B) (815) 90 (A) HINGED DOOR (815) (B) SLIDING DOOR (815) (C) FOLDING DOOR FIG. 404.2.3 CLEAR WIDTH OF DOORWAYS FIG. 307.4 REDUCED VERTICAL CLEARANCE (685)(X < 2030)FIG. 407.2.2 ELEVATOR CALL BUTTONS FIG. 407.2.3.2.1 HEIGHT OF ELEVATOR VISIBLE SIGNALS (890-1220)(1830)FIG. 406.12 ISLANDS (A) CUT THROUGH AT ISLAND (B) CURB RAMP AT ISLAND(1220)(1220)(305) (305) (A) EXTENDED SURFACE FIG. 405.9 RAMP EDGE PROTECTION (B) CURB OR BARRIER (X < 100)(X < 100)FIG. 406.3 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 12 11 20 ADJOINING SURFACE MAXIMUM SLOPE CURB RAMP MAXIMUM SLOPE (1220)(A) (B)(X < 1220)FIG. 406.4 SIDES OF CURB RAMPS RETURNED CURB (C) PLANTING AREA PLANTING AREA (A) (1220)(B) FIG. 406.11 DIGINAL CURB RAMPS (A) FRONT APPROACH, PULL SIDE FIG. 604.2/604.3.1 WATER CLOSET LOCATION/ SIZE CLEARANCE FIG. 604.4/604.5.1 HEIGHT OF WATER CLOSET/ SIDE WALL GRAB BAR FOR WATER CLOSET FIG. 502.2/502.3 VEHICLE PARKING SPACE/ PARKING SPACE ACCESS AISLE (B) NON-CIRCULAR (C) NON-CIRCULAR BUILDING BLOCKS MAX.(6.4)2 FIG. 303.2 VERTICAL CHANGES IN LEVEL FIG. 303.3 BEVELED CHANGES IN LEVEL 1 FIG. 302.3 OPENINGS IN FLOOR OR GROUND SURFACES PROTRUDING OBJECTS FIG. 307.3 POST-MOUNTED PROTRUDING OBJECTS (100) MAX. (305) MAX. (305) (X > 305) (X > 305) FIG. 307.2 LIMITS OF PROTRUDING OBJECTS(380)(1220)FIG. 308.2.1 UNOBSTRUCTED FORWARD REACH FIG. 308.2.2 OBSTRUCTED HIGH FORWARD REACH(1220)(510) (510-635)(1220)(1220)(255) FIG. 308.3.1 UNOBSTRUCTED SIDE REACH FIG. 308.3.2 OBSTRUCTED HIGH SIDE REACH (610) FIG. 607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS (WITH FIG. 607.2 CLEARANCES) FIG. 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS (WITH FIG. 607.2 CLEARANCES) FIG. 608.2.1/608.3.1 FIG. 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT FIG. 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT FIG. 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE ACCESS AISLE SERVING VAN PARKING SPACESACCESS AISLE SERVING CAR PARKING SPACES LONG DIMENSION PERPENDICULAR TO DIRECTION OF TRAVEL (A) STANDARD ROLL-IN-TYPE SHOWER (B) ROLL-IN-TYPE SHOWER WITH SEAT (1525) (1525) LOCATION OF BATHTUB CONTROLS TRANSFER-TYPE SHOWER COMPARTMENT WITH GRAB BARS FLARED SIDES 1:10 MAX. SLOPE FLARED SIDES 1:12 MAX. SLOPE *36" (915)mm MIN. WHEN WALL SPACE PERMITS (1170)(280) (57) (32-51) (38) (13)(4570) (4880)head endfoot end wall(64) (915) (150)(150)(150) curved (13)C L wall(305)foot end wallback wall back wall head endwallend wall (150) SHOWERS DOORS AND DOORWAYS 60" MIN.18" MIN.48" MIN.36" MIN. 60" MIN.42" MIN.54" MIN.42" MIN.54" MIN.48" MIN.24" MIN.12" MIN. 24" MIN.42" MIN48" MIN. 48" MIN. 54" MIN.48" MIN.42"MIN.42" MIN.24" MIN. CLEAR FLOOR SPACE 60" MIN. 60" MIN.60" MIN.48" MIN.48" MIN.30" MIN. 30" MIN.36" MIN.12" MIN. 36" MIN. 12" MIN.48" MIN.36" MIN. 60" MIN.30" MIN.X > 15"X > 24"PLUMBING ELEMENTS AND FACILITIES 16"-18"17"-19"42" min.12" max. 60" min.56" min.54" min.1 1/2" min.7"-9"12" min.36" min. TRANSFER 56" min.60" min.56" min.60" min. 4" max.48" min.34" max.15" max.5" max. 3 1/2" max. GENERAL SITE AND BUILDING ELEMENTS 96" MIN. 60" MIN.FULL LENGTH OFPARKING SPACE96" MIN. 20' MIN.60" MIN.length of tub 30" min.30" min.length of tub 15" max.12" max.12" min.24" min.9"24" max.12" max. 36" min. 36"48" min. 36" min. 60" min.30" min. 30" min. 36" min. 60" min.36"18" 6" max.6" max.6" max.6" max.6" max.6" max6" max.6" max.48" max.15" max. 27" max.15" min.1 1/2" 15"-16"17"-19"17"-19"2 1/2" max.3" max.15"-16"11#2" max.22"-23" 15"-16"14"-15"2 1/2" max.1 1/2" max.4"-12"80"-96"30' MAX.CEILING HEIGHT > 30'15' MAX. 50'-100' 50'-100' 15' MAX.50'-100' 15' MAX.16' MAX. 16' MAX.5/8"-2"18" MIN.18" 20" MAX.10" MAX.(255)(510).9"2.35"2.35"(60)(23) .2"(5)11#2" MAX. 1 1/2" MAX. 11" MIN.34"-38"34"-38"1 1/2" MIN." 1 1/4"-2"2 1/4" MAX. 12" MIN. 12" MIN.X12" MIN. X27" MIN.9" MIN.8" MIN. 11" MIN.9" MIN.17" MIN.42" min. 42" min.48" min.X < 48"36" min.32" min.24" max.48" min. 24" max. 60" min. 60" min.60" min.32" min. 32" min. 32" min.27" MAX.X < 80"35"-48"72" min.36" min.48" min.12" min. 12" min.X < 4"X < 4"48" min.X < 48"48" min.15" min.48" max.1/4"1/4" - 1/2"(6.4-13)4" MAX.X > 80"X > 27"X > 27"80" MIN.27" MAX.X > 12" X > 12"(X > 2030)(X > 685) (X >685)(685)12" 12" REACH RANGES 15" MIN.48" MAX.48" MAX.20" MAX. 44" MAX.(1120)20" - 25"48" MAX.48" MAX.10" MAX.46" MAX.24" MAX. ACCESSIBLE ROUTES COMMUNICATION ELEMENTS AND FEATURES 1/2" MAX.60" min.(2030)4" MIN.-7" MAX.__12" min. 6" max. AREA TO BE MARKED wall PLANTING AREA PLANTING AREA (1220)48" min.AREA TO BE MARKED AREA TO BE MARKED CL CL CL CL CL CL 2' - 9 31/32"DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A003 ADA DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER # DESCRIPTION DATE 07/14/21 UP 00 SF0 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10197 SF10 x 2024 SF5 x 549 SF10 x 5147 SF10 x 15147 SF10 x 15145 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.572 SF10 x 7.536 SF5 x 7.524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5153 SF10 x 15 153 SF10 x 15151 SF10 x 1553 SF0 x 2549 SF10 x 549 SF10 x 599 SF10 x 1024 SF5 x 5147 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.549 SF10 x 549 SF10 x 5100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10101099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 10252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25153 SF10 x 15 153 SF10 x 15252 SF10 x 251510249 SF10 x 25253 SF10 x 25157 SF10 x 1598 SF10 x 1049 SF10 x 549 SF10 x 54191099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 5A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 1414 15 16 17 OFFICE 101 ELEC. 106 STAIR 108 01A20101A20203 A201 SPRINKLER 107 ELEV. 109 20' - 0" 20' - 0" 20' - 0" 60' - 0"20' - 0"20' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 22' - 10" 27' - 10" 6' - 8" 8' - 7" 12' - 7"8' - 5" 9' - 10" 8' - 10" 9' - 3"160' - 0"A110 01 A110 03 02A20102A20201 A301 04 A301 03 A301 01 A302 02 A302 02 A301 03 A302 TELECOM 103 STORAGE UNITS 100 CONC P2 1 10' - 4"CORRIDOR 1109' - 11" 10' - 4"6' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"180' - 0"S1 S2 S3 S5S1S2EX108108 EX1107' - 7 5/8" 12' - 4 1/2" 8' - 2 1/4" 29' - 10 3/4" 64' - 0" 8' - 0" 60' - 0" 7' - 11 7/8" 4' - 0" 16' - 0 1/8" 4' - 0" 15' - 9" 4' - 0"52' - 6 5/8" 6' - 11 3/8" 4' - 0"4' - 0"15' - 9" 4' - 0" 15' - 11 7/8" 4' - 0" 36' - 0 1/4" 4' - 0" 96' - 3" 4' - 0" 60' - 8 1/4"50' - 4 3/4" 12' - 11 1/8" 10' - 4" 19' - 11 1/8" 7' - 10" 16' - 3 1/8"19' - 10 3/4"3 4 4 5 5 5 5 5 5 11' - 5"7' - 6" BREAKROOM 102 A130 01 WC 105JANITOR 104 03/ A60104/ A601 A130 03 A130 02 9" 9" 9" EX107 EX106 EX101B 101105 104103102EX101A2' - 0"6' - 8" 10' - 0" 6' - 0" 9 10 9 11 3 3 3 12 14 5' - 0"7' - 0" 5' - 0" 5' - 0" 4' - 0" 1 4 4 4 A. REFER TO A001-A002 FOR GENERAL NOTES, WALL TYPES, SYMBOLS AND TYPICAL CONSTRUCTION DETAILS. B. PROVIDE BULLNOSE CMU AT ALL EXPOSED CMU CORNERS. C. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT THE APPARATUS BAY AND ALL ROOMS DIRECTLY OFF OF IT. D. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT ALL WET WALLS IN KITCHENS, AND ALL WALLS AND CEILINGS IN BATHROOMS AND JANITOR CLOSETS. E. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD AT ALL CORRIDORS, STAIRCASES AND THE LOBBY. F. PLAN KEYNOTES APPLY TO SHEETS A101, A102 AND A110. GENERAL PLAN NOTES A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 11110' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0"10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 153' - 6"19' - 8 1/4" 9' - 11" 24' - 11 3/8"170' - 0"04 A201 A110 04 01 A301 02 A301 03 A302 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" 10' - 0" STORAGE UNITS 100 CONC P2 1 S14' - 0" 15' - 9" 4' - 0" 7' - 1 1/2" 111' - 9" 7' - 1 1/2"4' - 0" 25' - 9" 4' - 0" 63' - 6"4' - 0" 15' - 9" 4' - 0" 8' - 0" 109' - 11 7/8" 7' - 9 1/8" 4' - 0"15' - 9 1/4" 04 A306 111 EX111 01 A307 3 3 3 3 12 VESTIBULE 112 5' - 0" 7' - 0" 5' - 0"4' - 0"EX112 112 1 4 4 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAAAII R EG I STERE DNDI NAAI HI TARC TECDANDRID GE DREW WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A101 FIRST FLOOR CONSTRUCTION PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/8" = 1'-0" 01 FIRST FLOOR CONSTRUCTION PLAN -AREA A PLAN KEYNOTES 2 LAUNDRY TUB - REFER TO PLUMBING DRAWINGS. 3 PREFINISHED METAL DOWNSPOUT. REFER TO CIVIL DRAWINGS FOR CONNECTION TO STORM DRAINAGE DETAILS. 4 CONCRETE FILLED 6" DIA STEEL BOLLARD - REFER TO DETAIL XX/AXXX. REFER TO CIVIL DRAWINGS FOR EXTERIOR BOLLARDS. COORDINATE WITH FOOTINGS. 5 ALUMINUM EXTERIOR STOREFRONT SYSTEM. 9 COMPUTER KIOSK, COORDINATE POWER/DATA CONNECTIONS WITH VENDOR AND REFERENCE MEP DRAWINGS. 10 TYPICAL 80", 8 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/ TWO MONITORS. 11 TYPICAL 10', 12 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/SIGNAGE ONLY 12 LOCATION OF HVAC SUPPLY/RETURN DUCTWORK, APPROX. 48"X48" PENETRATION IN FLOOR, ABOVE, COORDINATE WITH HVAC CONTRACTOR IN FIELD. 14 STORAGE UNIT PROVIDER TO SUPPLY WHITE UNIT PANEL TO COVER DRYWALL IN AREAS NOT OBSTRUCTED BY BUILT UNITS, TYPICAL THIS AREA. SCALE: 1/8" = 1'-0"02FIRST FLOOR CONSTRUCTION PLAN -AREA B #DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 07/14/21 DN UP 102 SF10 x 10102 SF10 x 1099 SF10 x 10150 SF10 x 15100 SF10 x 10100 SF10 x 10100 SF10 x 10154 SF10 x 15102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10187 SF10 x 18.599 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 109 SF x 1099 SF10 x 1099 SF10 x 1049 SF10 x 5134 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15148 SF10 x 15148 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 59 SF x 10199 SF10 x 2049 SF10 x 549 SF10 x 525 SF5 x 599 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 10102 SF10 x 10149 SF10 x 15149 SF10 x 15134 SF10 x 13.5149 SF10 x 1549 SF10 x 599 SF10 x 1099 SF0 x 20104 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 1050 SF10 x 599 SF10 x 109199 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 201199 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 2099 SF10 x 1099 SF10 x 10199 SF10 x 2049 SF10 x 591199 SF10 x 2049 SF10 x 5156 SF10 x 1524 SF5 x 599 SF10 x 1049 SF10 x 549 SF10 x 524 SF5 x 5A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEV. 202 01A20101A20203 A201 02A20102A20201 A301 04 A301 03 A301 01 A302 02 A302 S1 S1 S1S1S2 S2S2A120 02STAIR 201 12' - 8 1/4" 7' - 9 7/8"18' - 7 3/4"4 1/4" 67' - 5 3/4" 4' - 4"4' - 4"8' - 4"4' - 0" 15' - 9" 2' - 0"2' - 0"15' - 11 7/8" 4' - 0" 201STORAGE UNITS 200 CONC P2 1 ENCLOSED SOFFIT SPACE 12 A. REFER TO A001-A002 FOR GENERAL NOTES, WALL TYPES, SYMBOLS AND TYPICAL CONSTRUCTION DETAILS. B. PROVIDE BULLNOSE CMU AT ALL EXPOSED CMU CORNERS. C. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT THE APPARATUS BAY AND ALL ROOMS DIRECTLY OFF OF IT. D. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT ALL WET WALLS IN KITCHENS, AND ALL WALLS AND CEILINGS IN BATHROOMS AND JANITOR CLOSETS. E. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD AT ALL CORRIDORS, STAIRCASES AND THE LOBBY. F. PLAN KEYNOTES APPLY TO SHEETS A101, A102 AND A110. GENERAL PLAN NOTES A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 04 A201 02 A301 03 A302 S1S1A121 02STAIR 203 4' - 0" 25' - 9" 4' - 0" 25' - 9" 4' - 0" 04 A306 203 01 A307 STORAGE UNITS 200 CONC P2 1 ENCLOSED SOFFIT SPACE 12 1 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A102 SECOND FLOOR CONSTRUCTION PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/8" = 1'-0" 01 SECOND FLOOR CONSTRUCTION PLAN -AREA A PLAN KEYNOTES 2 LAUNDRY TUB - REFER TO PLUMBING DRAWINGS. 3 PREFINISHED METAL DOWNSPOUT. REFER TO CIVIL DRAWINGS FOR CONNECTION TO STORM DRAINAGE DETAILS. 4 CONCRETE FILLED 6" DIA STEEL BOLLARD - REFER TO DETAIL XX/AXXX. REFER TO CIVIL DRAWINGS FOR EXTERIOR BOLLARDS. COORDINATE WITH FOOTINGS. 5 ALUMINUM EXTERIOR STOREFRONT SYSTEM. 9 COMPUTER KIOSK, COORDINATE POWER/DATA CONNECTIONS WITH VENDOR AND REFERENCE MEP DRAWINGS. 10 TYPICAL 80", 8 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/ TWO MONITORS. 11 TYPICAL 10', 12 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/SIGNAGE ONLY 12 LOCATION OF HVAC SUPPLY/RETURN DUCTWORK, APPROX. 48"X48" PENETRATION IN FLOOR, ABOVE, COORDINATE WITH HVAC CONTRACTOR IN FIELD. 14 STORAGE UNIT PROVIDER TO SUPPLY WHITE UNIT PANEL TO COVER DRYWALL IN AREAS NOT OBSTRUCTED BY BUILT UNITS, TYPICAL THIS AREA. SCALE: 1/8" = 1'-0"02SECOND FLOOR CONSTRUCTION PLAN -AREA B #DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 07/14/21 DN 102 SF10 x 10102 SF 10 x 1099 SF10 x 10150 SF7.5 x 12.599 SF10 x 1099 SF10 x 1099 SF10 x 10153 SF7.5 x 12.549 SF10 x 59 SF0 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10103 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 109 SF0 x 1099 SF10 x 1099 SF10 x 10148 SF10 x 13.5139 SF10 x 13.5134 SF10 x 13.5141 SF10 x 13.5147 SF10 x 15145 SF10 x 1549 SF0 x 15149 SF10 x 1549 SF10 x 549 SF 10 x 549 SF10 x 598 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5149 SF10 x 1549 SF0 x 1599 SF10 x 1020 SF5 x 320 SF5 x 3102 SF10 x 10102 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 109199 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 1511149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 1599 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15150 SF10 x 1591 SF10 x 10149 SF10 x 15154 SF10 x 15149 SF10 x 15149 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 511149 SF10 x 1591A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEV. 302 03 A201 01 A301 04 A301 03 A301 01 A302 02 A302 S1 S1 S1S1S2 S2 S2 S2 S2 S2 S2 A120 03STAIR 301 21' - 0 3/4" 9' - 5 3/8"16' - 0"4' - 0" 16' - 0" 4' - 0" 301 STORAGE UNITS 300 CONC P2 1 12 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 01 A301 02 A302 02 A301 03 A302 S4 S2S2S1S1S4 A121 03 STAIR 303 04 A306 01 A307303 STORAGE UNITS 300 CONC P2 1 12 A. REFER TO A001-A002 FOR GENERAL NOTES, WALL TYPES, SYMBOLS AND TYPICAL CONSTRUCTION DETAILS. B. PROVIDE BULLNOSE CMU AT ALL EXPOSED CMU CORNERS. C. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT THE APPARATUS BAY AND ALL ROOMS DIRECTLY OFF OF IT. D. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT ALL WET WALLS IN KITCHENS, AND ALL WALLS AND CEILINGS IN BATHROOMS AND JANITOR CLOSETS. E. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD AT ALL CORRIDORS, STAIRCASES AND THE LOBBY. F. PLAN KEYNOTES APPLY TO SHEETS A101, A102 AND A110. GENERAL PLAN NOTES DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A103 THIRD FLOOR CONSTRUCTION PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/8" = 1'-0" 01 THIRD FLOOR CONSTRUCTION PLAN -AREA A SCALE: 1/8" = 1'-0" 02 THIRD FLOOR CONSTRUCTION PLAN -AREA B PLAN KEYNOTES 2 LAUNDRY TUB - REFER TO PLUMBING DRAWINGS. 3 PREFINISHED METAL DOWNSPOUT. REFER TO CIVIL DRAWINGS FOR CONNECTION TO STORM DRAINAGE DETAILS. 4 CONCRETE FILLED 6" DIA STEEL BOLLARD - REFER TO DETAIL XX/AXXX. REFER TO CIVIL DRAWINGS FOR EXTERIOR BOLLARDS. COORDINATE WITH FOOTINGS. 5 ALUMINUM EXTERIOR STOREFRONT SYSTEM. 9 COMPUTER KIOSK, COORDINATE POWER/DATA CONNECTIONS WITH VENDOR AND REFERENCE MEP DRAWINGS. 10 TYPICAL 80", 8 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/ TWO MONITORS. 11 TYPICAL 10', 12 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/SIGNAGE ONLY 12 LOCATION OF HVAC SUPPLY/RETURN DUCTWORK, APPROX. 48"X48" PENETRATION IN FLOOR, ABOVE, COORDINATE WITH HVAC CONTRACTOR IN FIELD. 13 6" BLOCK BUILT UP 2' ABOVE FINISH FLOOR WITH SOLID TOP BLOCK. 6" METAL STUDS ABOVE BLOCK. 14 STORAGE UNIT PROVIDER TO SUPPLY WHITE UNIT PANEL TO COVER DRYWALL IN AREAS NOT OBSTRUCTED BY BUILT UNITS, TYPICAL THIS AREA. #DESCRIPTION DATE 07/14/21 RT: RL: XX' X ROOF TYPE APPROXIMATE ROOF HEIGHT 60 MIL MECHANICALLY FASTENED TPO MEMBRANE ROOFING SYSTEM OVER POLYISOCYANURATE INSULATION (R30 MIN.) OVER METAL DECK. RT1: TAPERED INSULATION CRICKETS 1/2":12" MIN. SLOPE. A. PROVIDE MANUFACTURERS STANDARD DETAILS WHERE MECHANICAL EQUIPMENT OCCURS, COORDINATE WITH ARCHITECTURE AND MEP. B. PROVIDE MANUFACTURERS STANDARD DETAILS AT ROOF BASE FLASHING, RIDGES, TAPERED INSULATION CRICKETS, ROOF EDGES, ETC. C. NOT ALL MEP EQUIPMENT AND PENETRATIONS ARE SHOWN. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL ROOF PENETRATION REQUIREMENTS. D. COORDINATE ALL ROOFTOP OPENINGS WITH STRUCTURAL AND MECHANICAL DRAWINGS. ROOFTOP WALKWAY PAD BY ROOFING MEMBRANE MFR. GENERAL ROOF NOTES ROOF TYPES LEGEND A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 01A20101A20203 A201 02A20102A20201 A301 04 A301 03 A301 01 A302 02 A302 1/4" / 1'-0" 1/4" / 1'-0" 1 1 1 3 3 2 2 4 5 3 1/4" / 1'-0" 1/4" / 1'-0" 3 1 2 RT: RL:VARIES RT1 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 04 A201 01 A301 01 A302 02 A302 02 A301 03 A302 04 A306 1/4" / 1'-0" 1/4" / 1'-0" 01 A307 3 2 2 3 1/4" / 1'-0" 1/4" / 1'-0" 1 1 1 2 1 RT: RL:VARIES RT1 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAAAII R EG I STERE DNDI NAAI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT AUTHOR CHECKER 07/02/2015 A104 ROOF PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff -Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER ROOF PLAN KEYNOTES 1 PRE-MANUFACURED METAL COPING 2 EIFS CONTROL JOINT, TYPICAL. 3 ADDITIONAL 1/4" PER FOOT TAPERED INSULATION SHOWN CROSSHATCHED. 4 SAFETY LINE CABLE SYSTEM WITH POST ANCHORS - COORDINATE ANCHORING WITH STRUCTURAL DWGS. 5 ROOF HATCH AND ACCESS LADDER 6 SCALE: 1/8" = 1'-0" 01 ROOF PLAN -AREA A SCALE: 1/8" = 1'-0" 02 ROOF PLAN -AREA B #DESCRIPTION DATE 07/14/21 154SF153SFUP A. REFER TO A001-A002 FOR GENERAL NOTES, WALL TYPES, SYMBOLS AND TYPICAL CONSTRUCTION DETAILS. B. PROVIDE BULLNOSE CMU AT ALL EXPOSED CMU CORNERS. C. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT THE APPARATUS BAY AND ALL ROOMS DIRECTLY OFF OF IT. D. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT ALL WET WALLS IN KITCHENS, AND ALL WALLS AND CEILINGS IN BATHROOMS AND JANITOR CLOSETS. E. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD AT ALL CORRIDORS, STAIRCASES AND THE LOBBY. F. PLAN KEYNOTES APPLY TO SHEETS A101, A102 AND A110. GENERAL PLAN NOTES A 1 A.1 B B.1 C C.1 2 3 S1 S2 S3 02/ A601 01/ A601OFFICE 101 WF1 PT1 WB1 TELECOM 103 C1 PT1 WB1S1 S5S6C S6C S6C S6C S6C S6C7' - 8 3/4"9' - 3 5/8" 9' - 11 7/8"22' - 5 5/8" 27' - 6 5/8" 15' - 11 1/2" 5' - 10 7/8" 12' - 6 5/8" 6' - 0 3/4"4' - 0"15' - 9" 03/ A6011' - 5"04/ A601 4' - 0" 15' - 9" 4' - 0" 16' - 0" 4' - 0" 8' - 9 5/8"EX101AEX101B 101105104103 10243' - 0 7/8"12' - 3 3/4" BREAKROOM 102 WF1 PT1 WB1 JANITOR 104 C1 PT1 WB1 WC 105 C1 PT1 WB1 12' - 4 1/4"40' - 11 5/8"OFFICE 101 WF1 PT1 WB1 TELECOM 103 C1 PT1 WB1 BREAKROOM 102 WF1 PT1 WB1 JANITOR 104 C1 PT1 WB1 WC 105 C1 PT1 WB1 B.1 C C.1 9 10 11 12 A120 01 ELEC. 106 C1 SPRINKLER 107 C1 STAIR 108 C1 PT2 ELEV. 109 C1 CORRIDOR 110 EX1081082 HR M8C 2 HR M8C ES6 2 HR M8C 2 HR M8C M8A M8A M8A ES6 ES6 6' - 11 3/8" 11' - 5" 7' - 9 7/8" 19' - 10 1/2"9' - 4 3/8"8' - 1 7/8" 9' - 2 7/8" 12' - 11 1/8" EX106 B B.1 C C.1 D 32 28 29 30 31 A121 01 LOADING BAY 112 C1 PT2 STAIR 111 C1 PT2 112B EX112 2 HR M8C 2 HR M8C M8A ES6 M8A 112A 111DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A110 ENLARGED PLANS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER ENLARGED PLAN KEYNOTES 1 CLOUMN - REFER TO STRUCTURAL 2 CLEANING DRAIN 3 BREAK ROOM SINK 4 BREAK ROOM COUNTER 5 OVER COUNTER CABNETS SCALE: 1/4" = 1'-0"01 ENLARGED PLAN -OFFICE SCALE: 1/4" = 1'-0"02REFLECTED CEILING PLAN -OFFICE SCALE: 1/4" = 1'-0"03 ENLARGED PLAN -CIRCULATION SCALE: 1/4" = 1'-0"04ENLARGED PLAN -LOADING BAY #DESCRIPTION DATE 1 1 2 3 45 07/14/21 UPUP DNDN B.1 C C.1 11 9' - 2 7/8"3" 4' - 0" 8 7/8" 4' - 0"4' - 3" 10' - 1" 2 HR M8C 2 HR M8C 2 HR M8C EX108108 STAIR 108 C 11 B.1 C.1 8 5/8" PROVIDE SAFETY GATE AT THE BOTTOM OF STAIR RUN, TYPICAL. FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" B.1C C.1 ROOF - AREA A 134' - 8" 11 EQUAL TREADS = 10' - 1" 4' - 2"12 EQUAL RISERS = 6' - 8" 12 EQUAL RISERS = 6' - 8" 12 EQUAL RISERS = 5' - 4" 12 EQUAL RISERS = 5' - 4"4' - 4"11 EQUAL TREADS = 10' - 1" 11 EQUAL TREADS = 10' - 1" 4' - 2" 4' - 4"11 EQUAL TREADS = 10' - 1" CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 11 12 ROOF - AREA A 134' - 8" B.1 C C.1 11 9' - 2 7/8"3" 4' - 0" 8 7/8" 4' - 0" 3"4' - 3" 10' - 1" 2 HR M8C 2 HR M8C 201STAIR 201 C 11 B.1 C.1 B.1 C C.1 11 9' - 2 7/8"3"4' - 0" 8 7/8" 4' - 0" 3" 4' - 3" 10' - 1" 5' - 5 1/2" 19' - 9 1/2" 2 HR M8C 2 HR M8C 2 HR M8C 301STAIR 301 C 11 B.1 C.1 DANDR ID GE DRE W WHI TEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A120 STAIR PLANS AND SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER PLAN KEYNOTES 2 LAUNDRY TUB - REFER TO PLUMBING DRAWINGS. 3 PREFINISHED METAL DOWNSPOUT. REFER TO CIVIL DRAWINGS FOR CONNECTION TO STORM DRAINAGE DETAILS. 4 CONCRETE FILLED 6" DIA STEEL BOLLARD - REFER TO DETAIL XX/AXXX. REFER TO CIVIL DRAWINGS FOR EXTERIOR BOLLARDS. COORDINATE WITH FOOTINGS. 5 ALUMINUM EXTERIOR STOREFRONT SYSTEM. 9 COMPUTER KIOSK, COORDINATE POWER/DATA CONNECTIONS WITH VENDOR AND REFERENCE MEP DRAWINGS. 10 TYPICAL 80", 8 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/ TWO MONITORS. 11 TYPICAL 10', 12 PANEL ELECTRIC GREEN FEATURE WALL PANEL SYSTEM, W/SIGNAGE ONLY 12 LOCATION OF HVAC SUPPLY/RETURN DUCTWORK, APPROX. 48"X48" PENETRATION IN FLOOR, ABOVE, COORDINATE WITH HVAC CONTRACTOR IN FIELD. 13 6" BLOCK BUILT UP 2' ABOVE FINISH FLOOR WITH SOLID TOP BLOCK. 6" METAL STUDS ABOVE BLOCK. 14 STORAGE UNIT PROVIDER TO SUPPLY WHITE UNIT PANEL TO COVER DRYWALL IN AREAS NOT OBSTRUCTED BY BUILT UNITS, TYPICAL THIS AREA. KIT OF PARTS 03 30 00-A1 CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS SCALE: 1/4" = 1'-0"01 STAIR PLAN SCALE: 1/2" = 1'-0"04STAIR SECTION SCALE: 1/2" = 1'-0" 05STAIR SECTION SCALE: 1/4" = 1'-0" 02 STAIR PLAN SCALE: 1/4" = 1'-0" 03STAIR PLAN #DESCRIPTION DATE 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" B B.1 ROOF - AREA A 134' - 8"12 EQUAL RISERS = 5' - 4"12 EQUAL RISERS = 6' - 8" CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 3231 ROOF - AREA A 134' - 8" B B.1 32 31 2 HR M8C 2 HR M8C 2 HR M8C ?ES6 STAIR 111 19' - 4 3/8" 19' - 4 3/8"9' - 10 5/8"B 31 32 B.1 8" PROVIDE SAFETY GATE AT THE BOTTOM OF STAIR RUN, TYPICAL. B B.1 32 31 2 HR M8C 2 HR M8C 2 HR M8C ES6 203STAIR 203 B 31 32 B.1 B B.1 32 31 S4 3032 HR M8C 2 HR M8C 2 HR M8C STAIR 303 B 31 32 B.1 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAAAII R E G I STERE DNDI NAAI HI TARC TECDANDRID GE DREW WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A121 STAIR PLANS AND SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/2" = 1'-0"04STAIR SECTION SCALE: 1/2" = 1'-0"05STAIR SECTION SCALE: 1/4" = 1'-0"01 STAIR PLAN SCALE: 1/4" = 1'-0" 02STAIR PLAN SCALE: 1/4" = 1'-0" 03 STAIR PLAN #DESCRIPTION DATE 07/14/21 1 1/2" WALL -MOUNTED HANDRAIL WITH SUPPORT BRACKET [05 51 13-A9] ANCHOR PER MANUFACTURER REQUIREMENTS GROUT CORES SOLID AT ANCHORS WALL TYPE PER PLAN 1 1/2" MIN WALL -MOUNTED HANDRAIL WITH SUPPORT BRACKET [05 51 13-A9] ANCHOR PER MANUFACTURER REQUIREMENTS BLOCKING BETWEEN STUDS FOR ATTACHMENT WALL TYPE PER PLAN 3' - 0"3' - 6"4" MAXMAX 4" OC1 1/2" O.D. STEEL PIPE RAILS - PAINTED 5/8" DIA. STEEL BAR PICKETS - PAINTED STEEL CHANNEL STRINGER 4' - 0" MAX 1-1/2" DIA. STEEL HAND RAIL - PAINTED 5"2 1/2" 4" MAX. METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7]2".STEEL LANDING STRUCTURE [05 51 13-A2] STEEL CHANNEL STRINGER [05 51 13-A5] CLOSURE PLATE AT STRINGER END 3" +/- 1/2" STEEL CHANNEL STRINGER [05 51 13-A5]METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL FILLER PLATE REFER TO PLAN FOR WALL TYPE SEALANT JOINT 4" MAX 2 1/2" 3" STEEL TUBE RAILING [05 51 13 -A7] METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] CLIP ANGLE [05 51 13-A6] STEEL CHANNEL STRINGER [05 51 13-A5] CLOSURE PLATE AT STRINGER END 3" +/- 1/2" METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL FILLER PLATE REFER TO PLAN FOR WALL TYPE SEALANT JOINT STEEL LANDING STRUCTURE [05 51 13-A2]2"STEEL TUBE RAILING [05 51 13-A7] 1X POPLAR WOOD TRIM 1x3 AT TOP AND 1x8 AT SIDE 1 1/2" O.D. STEEL PIPE RAILS - PAINTED 1/2" DIA. STEEL BAR PICKETS - PAINTED 1-1/2" DIA. STEEL HAND RAIL - PAINTED 2"4"3' - 6"REFER TO PLAN FOR WALL TYPE ROPPE NOSING #4. COLOR TBD. 1/2" STEEL PLATE [05 12 00-A10] 3-5/8" METAL STUD [05 41 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] +/- 1" 6" 5"2 1/2" 4" MAX. STRUCTURAL STEEL BEAM [05 12 00-A1] 1/2" STEEL PLATE [05 12 00-A10] METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7] STEEL CHANNEL STRINGER [05 51 13-A5] EDGE OF SLAB CLOSURE PLATE AT STRINGER EOS 4 1/2" 6"2 1/2" 4" MAX.1/2" STEEL PLATE [05 12 00 -A10] METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7] STEEL CHANNEL STRINGER [05 51 13-A5]6"S03 STRUCTURAL STEEL BEAM [05 12 00-A1] 1/2" STEEL PLATE [05 12 00-A10]2 1/2"4" MAX EOS 4 1/2" 6" METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] STEEL TUBE RAILING [05 51 13-A7] STEEL CHANNEL STRINGER [05 51 13-A5] STEEL CHANNEL STRINGER [05 51 13-A5]METAL DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A2] REFER TO PLAN FOR WALL TYPE SEALANT JOINT STEEL TUBE RAILING [05 51 13-A7] 1/2"DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A122 STAIR DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: TYPICAL DETAIL 3" = 1'-0"04STAIR -HANDRAIL AT CMU WALL KIT OF PARTS SCALE: TYPICAL DETAIL 3" = 1'-0"03STAIR -HANDRAIL AT GWB WALL SCALE: TYPICAL DETAIL 1" = 1'-0" 01 STAIR -TYPCIAL PIPE RAILING ELEVATION SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"05STAIR -STRINGER DOWN AT LANDING SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"07STAIR -STRINGER AT WALL DETAIL SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"08STAIR -STRINGER AT SLAB SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"13STAIR -LANDING AT WALL DETAIL SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"12 STAIR -RAILING AT FLOOR EDGE SCALE: TYPICAL DETAIL 3" = 1'-0" 02 STAIR -WALL AT FLOOR SCALE: TYPICAL DETAIL 1 1/2" = 1'-0"10 STAIR -STRINGER AT FLOOR DOWN SCALE: 1 1/2" = 1'-0" 11 STAIR -STRINGER AT FLOOR DOWN CMU SCALE: 1 1/2" = 1'-0"09STAIR -STRINGER AT FLOOR UP SCALE: 1 1/2" = 1'-0"06STAIR -STRINGER AT WALL BELOW DETAIL # DESCRIPTION DATE 07/14/21 4' - 0"4' - 0"6" 1' - 0"5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 6" METAL STUD [05 41 00-A4] STRUCTURAL STEEL COLUMN [05 12 00-A2] COLUMN PLACEMENT VARIES, REFERENCE OVERALL DRAWINGS AND STRUCTURAL. 4' - 0"3' - 11 1/4"8"4 1/2"5 1/2"8" 4 1/2" 5 1/2"1' - 0"6" 1' - 0" 6" 2X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) [06 10 00-A3] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2]SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] STOREFRONT SYSTEM, CENTER GLAZED [08 41 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2]4' - 0"8"4 1/2"5 1/2" 1' - 0"6" STANDARD BRICK - 3/8" JOINT [04 20 00-A1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 2X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) [06 10 00-A3] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] STOREFRONT SYSTEM, CENTER GLAZED [08 41 00-A2] SEALANT AND BACKER ROD [07 92 00-A3] A. REFER TO A001-A002 FOR GENERAL NOTES, WALL TYPES, SYMBOLS AND TYPICAL CONSTRUCTION DETAILS. B. PROVIDE BULLNOSE CMU AT ALL EXPOSED CMU CORNERS. C. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT THE APPARATUS BAY AND ALL ROOMS DIRECTLY OFF OF IT. D. PROVIDE MOISTURE AND MOLD RESISTANT GYPSUM WALLBOARD AT ALL WET WALLS IN KITCHENS, AND ALL WALLS AND CEILINGS IN BATHROOMS AND JANITOR CLOSETS. E. PROVIDE HIGH-IMPACT GYPSUM WALLBOARD AT ALL CORRIDORS, STAIRCASES AND THE LOBBY. F. PLAN KEYNOTES APPLY TO SHEETS A101, A102 AND A110. GENERAL PLAN NOTES DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A130 PLAN DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER KIT OF PARTS 04 00 00-C8 SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) 04 20 00-A1 STANDARD BRICK - 3/8" JOINT 05 12 00-A2 STRUCTURAL STEEL COLUMN 05 41 00-A4 6" METAL STUD 06 10 00-A3 2X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) 06 16 00-A2 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS 07 21 00-A2 INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS 07 27 26-A1 FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED 07 92 00-A3 SEALANT AND BACKER ROD 08 41 00-A2 STOREFRONT SYSTEM, CENTER GLAZED 09 29 00-A8 5/8" TYPE "X" GYPSUM WALLBOARD SCALE: 1" = 1'-0"01 TYP. COLUMN DETAIL SCALE: 1" = 1'-0" 03 TYP. CORNER DETAIL SCALE: 1" = 1'-0" 02TYP. PILASTER DETAIL #DESCRIPTION DATE 07/14/21 A. REFER TO A201 FOR EXTERIOR MATERIAL SCHEDULE. B. REFER TO A505 FOR WINDOW/STOREFRONT ELEVATIONS. C. PAINT ALL EXPOSED MISC. STEEL LINTELS, PLATES, ANGLES, ETC. XX XX CONTROL JOINT EXTERIOR FINISH MATERIAL WINDOW TYPE GENERAL ELEVATION NOTES SYMBOLS BRICK MASONRY MFR: MERIDIAN BRICK STYLE: GARNET IRONSPOT SIZE: MODULAR B1 TYPE PRODUCT DESCRIPTION METAL WALL PANEL MT1 EXTERIOR MATERIALS LEGEND BRICK MASONRY MFR: MERIDIAN BRICK STYLE: CHCOLATE WIRECUT SIZE: MODULAR B2 BURNISHED BLOCK MFR: CONSUMERS CON. CORP. STYLE: PERMA-GRIND: NATURAL SIZE: 16X8 C1 MFR: DMI HWPC16 COLOR: MUSKET GREY METAL COPING MT5 METAL WALL PANELMT2 METAL WALL PANEL MT3 MFR: DMI HWPC16 COLOR: DOVE GREY MFR: DMI HWPC16 COLOR: CHARCOAL GREY TYPE: METAL COPINGS AND TRIM, CANOPY COLOR: CHARCOAL BLACK BURNISHED BLOCK MFR: CONSUMERS CON. CORP. STYLE: PERMA-GRIND: WALNUT SIZE: 16X8 C2 CAST STONE SILLS1 MFR: MONUMENTAL STONE WORKS COLOR: NATURAL MT4 METAL WALL PANEL MFR: DMI HWPC16 COLOR: LEAF GREEN FIRST FLOOR 100' -0" THIRD FLOOR 124' -0" SECOND FLOOR 113' -4" ROOF -AREA A 134' -8" AREA AAREA B AREA AAREA B 04 A301 03 A301 01 A302 B2 S5 MT1 C1 C1 B1 C1 C2 B2 B1 C1 B1 C2 B1 B2 C2 B2 9 2 3 2 B2 B2 B2 C2 C2 C2 B2B2 B2 B1 B2 B2 S5 S2 S2 S1 S1 S2S2 S2 C1 B1 C1 B1 C1 B1 6 6 6 6 1 7 63' - 2" 127' - 11 3/4" C1 C2 C2 C2 C2 C1 C1 C1C1 02 A306 IGL-2 IGL-2 IGL-2IGL-2IGL-2 IGL-2 IGL-2 IGL-1 IGL-1 MT5 MT2 MT3 MT5 MT4 MT5 MT5 MT5 TYP. TYP. MT5 MT2 TYP. MT3 TYP. MT1 FIRST FLOOR 100' -0" THIRD FLOOR 124' -0" SECOND FLOOR 113' -4" ROOF -AREA A 134' -8" AREA A AREA B AREA AAREA B 2 1 S1 S1 S1 C1 B2 B2 B2 B1 C1 B1 C1 C1 C1C1 B1 B1 S1 B1 C1 6 6 6 6 6 7 B1B2 C2 C2 B2 C2 C2 02 A305 Sim03 A306 01 A306 Sim 04 A306 IGL-2 IGL-2 IGL-2 IGL-2 MT4 MT5 MT5 MT5MT5 MT5 S1 S1 S1 MT1 MT2 MT3 MT4 TYP. TYP. MT1 1 MT2TYP. MT3TYP. FIRST FLOOR 100' -0" THIRD FLOOR 124' -0" SECOND FLOOR 113' -4" AA.1 B B.1 C C.1 D ROOF -AREA A 134' -8" 01 A301 02 A302 EXTRA SPACE STORAGE B2 S1 4 S1 S2 S2 S1 S1 S2 S1S3 3 B2 B2 B2 B2 B2 B2 B2 B2 B1 C1 B1 C1 B1B1 B1 B1 C1 B1 C1 6 1 01 A306 Sim04 A304 Sim IGL-1IGL-1 IGL-1 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2 MT4 FIRST FLOOR 100' -0" THIRD FLOOR 124' -0" SECOND FLOOR 113' -4" ROOF -AREA A 134' -8" 02 A301 03 A302 B2 4 2 25 B2 B2 B2 B2B1 B1 C1 C2 C2C2 B1 C1 B1 C1 6 S4 S4 C1 C1 C1 01 A306 Sim IGL-2 IGL-2 01 A307 S1 MT5 B2 C2 DANDR ID GE DRE W WHI TEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAAAII R E G I STERE DNDI NAAI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A201 EXTERIOR ELEVATIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER EXTERIOR ELEVATION KEYNOTE 1 NON COVERED STEEL STRUCTURE CANOPY WITH C CHANNEL FASCIA PER OWNER STANDARDS. 2 6" DIAMETER CONCRETE FILLED STEEL BOLLARD. PROVIDE BOLLARD SLEEVE - YELLOW COLOR. 3 EXTERIOR DOOR. REFER TO SCHEDULE 4 WALL MOUNTED ILLUMINTED SIGN PER OWNER STANDARDS 5 EXTERIOR OVERHEAD COILING DOOR. REFER TO SCHEDULE 6 PREFINISHED METAL COPING 7 TENSIONED ROD AND TURNBUCKLE ASSEMBLY. 8 THROUGH WALL SCUPPER AND PREMANUFACTURED ALUMINUM DOWNSPOUT. PAINT TO MATCH ADJACENT WALL. 9 COVERED STEEL STRUCTURE CANOPY WITH C CHANNEL FASCIA BY COOL PLANET AWNING COMPANY. SLOPE TO BUILDING, DRAIN INTO INTEGRATED GUTTER WITH SINGLE DOWNSPOUT. SCALE: 1/8" = 1'-0"01 EAST ELEVATION -AREA A SCALE: 1/8" = 1'-0"02 EAST ELEVATION -AREA B SCALE: 1/8" = 1'-0"03NORTH ELEVATION SCALE: 1/8" = 1'-0"04SOUTH ELEVATION # DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 2 BID ADDEN. 005 03/24/2021 1 2 2 2 07/14/21 A. REFER TO A201 FOR EXTERIOR MATERIAL SCHEDULE. B. REFER TO A505 FOR WINDOW/STOREFRONT ELEVATIONS. C. PAINT ALL EXPOSED MISC. STEEL LINTELS, PLATES, ANGLES, ETC. XX XX CONTROL JOINT EXTERIOR FINISH MATERIAL WINDOW TYPE GENERAL ELEVATION NOTES SYMBOLS FIRST FLOOR 100' -0" THIRD FLOOR 124' -0" SECOND FLOOR 113' -4" ROOF -AREA A 134' -8" AREA BAREA A AREA BAREA A 04 A301 03 A301 01 A302 S2 C2 6 C2 C2 C2C2 C2 B2B2 B2 B2B2 B2 S2 S2 S2 S2 S2 S1 S1 S1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B1 C1 B2 B2 B2 B2 B2 B2 6 6 6 8' - 0"8' - 0"8' - 0" 8 1 8 8 C1 C1C1 B1 B1 C1 6 8 C2 C2 C2 01 A306 Sim03 A306 Sim 01 A306 Sim IGL-2 IGL-2 IGL-2IGL-1 IGL-1 IGL-2 IGL-2 IGL-2 IGL-2 IGL-2IGL-2 IGL-2 S1 S1 MT5 MT5 MT5 MT5 MT5 MT5 MT5MT5 MT5 MT1 MT2 MT3 MT4 TYP. TYP. MT1 MT2 TYP. MT3 TYP. FIRST FLOOR 100' -0" THIRD FLOOR 124' -0" SECOND FLOOR 113' -4" ROOF -AREA A 134' -8" AREA B AREA A AREA BAREA A 01 A302 04 A121 C2 B2 B2 B2 C1 B2 B2 C1B2 C1 B2 C1 B1 B2 B1 S1 S1 S2 S2 C2 C2 C2C2 6 6 6 6 6 8 8 C1 C1 8 8 C1 C2 C2 B2 B2 B2 01 A306 Sim02 A305 Sim03 A306 Sim IGL-2 IGL-2IGL-2 IGL-2 S1 S1 MT5 MT5 MT5 MT5 MT5 MT5 MT5 MT5 MT5 MT1 MT2 MT3 MT4 TYP. TYP. MT1 MT3 TYP. MT2 TYP. BRICK MASONRY MFR: MERIDIAN BRICK STYLE: GARNET IRONSPOT SIZE: MODULAR B1 TYPE PRODUCT DESCRIPTION METAL WALL PANEL MT1 EXTERIOR MATERIALS LEGEND BRICK MASONRY MFR: MERIDIAN BRICK STYLE: CHCOLATE WIRECUT SIZE: MODULAR B2 BURNISHED BLOCK MFR: CONSUMERS CON. CORP. STYLE: PERMA-GRIND: NATURAL SIZE: 16X8 C1 MFR: DMI HWPC16 COLOR: MUSKET GREY METAL COPING MT5 METAL WALL PANELMT2 METAL WALL PANEL MT3 MFR: DMI HWPC16 COLOR: DOVE GREY MFR: DMI HWPC16 COLOR: CHARCOAL GREY TYPE: METAL COPINGS AND TRIM, CANOPY COLOR: CHARCOAL BLACK BURNISHED BLOCK MFR: CONSUMERS CON. CORP. STYLE: PERMA-GRIND: WALNUT SIZE: 16X8 C2 CAST STONE SILLS1 MFR: MONUMENTAL STONE WORKS COLOR: NATURAL MT4 METAL WALL PANEL MFR: DMI HWPC16 COLOR: LEAF GREEN DANDR ID GE DRE W WHI TEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A202 EXTERIOR ELEVATIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER EXTERIOR ELEVATION KEYNOTE 1 NON COVERED STEEL STRUCTURE CANOPY WITH C CHANNEL FASCIA PER OWNER STANDARDS. 2 6" DIAMETER CONCRETE FILLED STEEL BOLLARD. PROVIDE BOLLARD SLEEVE - YELLOW COLOR. 3 EXTERIOR DOOR. REFER TO SCHEDULE 4 WALL MOUNTED ILLUMINTED SIGN PER OWNER STANDARDS 5 EXTERIOR OVERHEAD COILING DOOR. REFER TO SCHEDULE 6 PREFINISHED METAL COPING 7 TENSIONED ROD AND TURNBUCKLE ASSEMBLY. 8 THROUGH WALL SCUPPER AND PREMANUFACTURED ALUMINUM DOWNSPOUT. PAINT TO MATCH ADJACENT WALL. 9 COVERED STEEL STRUCTURE CANOPY WITH C CHANNEL FASCIA BY COOL PLANET AWNING COMPANY. SLOPE TO BUILDING, DRAIN INTO INTEGRATED GUTTER WITH SINGLE DOWNSPOUT. SCALE: 1/8" = 1'-0" 01WEST ELEVATION -AREA A SCALE: 1/8" = 1'-0"02 WEST ELEVATION -AREA B # DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 2 BID ADDEN. 005 03/24/2021 1 2 2 2 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ROOF - AREA A 134' - 8" 04 A301 03 A30101 A302 04 A120 ARE A A ARE A B ARE A A ARE A B A303 02 A303 01 A303 03 01 A306 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 32 171819 20 21 22 23 24 25 26 27 28 29 30 31 ROOF - AREA A 134' - 8" 04 A121 ARE A A ARE A B ARE A A ARE A B A304 01 A304 03 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" AA.1 B B.1 C C.1 D ROOF - AREA A 134' - 8" 01 A301 02 A302 A304 04 A305 01 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" AA.1 B B.1 C C.1 D ROOF - AREA A 134' - 8" 01 A301 02 A302 A305 02 A304 05 A304 02 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DREW WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A301 BUILDING SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER KIT OF PARTS SCALE: 1/8" = 1'-0"01 BUILDING SECTION -N/S 1 SCALE: 1/8" = 1'-0"02 BUILDING SECTION -N/S 2 SCALE: 1/8" = 1'-0"03 BUILDING SECTION -E/W 1 SCALE: 1/8" = 1'-0"04 BUILDING SECTION -E/W 2 #DESCRIPTION DATE 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" AA.1 B B.1 C C.1 D ROOF - AREA A 134' - 8" 01 A301 02 A302 A305 03 A303 04 13' - 4"FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 12 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ROOF - AREA A 134' - 8" 04 A301 03 A30101 A302 ARE A A ARE A B ARE A A ARE A B A304 03 Sim FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 32 171819 20 21 22 23 24 25 26 27 28 29 30 31 ROOF - AREA A 134' - 8" ARE A A ARE A B ARE A A ARE A B A303 04 Sim DANDR ID GE DRE W WHI TEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A302 BUILDING SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/8" = 1'-0" 01 BUILDING SECTION -E/W 3 SCALE: 1/8" = 1'-0"02 BUILDING SECTION -N/S 3 SCALE: 1/8" = 1'-0"03 BUILDING SECTION -N/S 4 #DESCRIPTION DATE 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 1 ROOF - AREA A 134' - 8" A310 01 A310 02 A310 03 A310 04 ES6 T/O OPENING 121' - 4"8' - 0" 2' - 8" 8' - 0" 5' - 4" 8' - 0" T/O FRAMING 140' - 8"2' - 8" 6' - 0"A311 04 ES6 STOREFRONT SYSTEM, CENTER GLAZED [08 41 00-A2] STOREFRONT SYSTEM, CENTER GLAZED [08 41 00-A2] STOREFRONT ENTRANCE DOOR [08 41 00-A3] REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DETAILS. AIR SPACE [04 00 00-D7] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] AIR SPACE [04 00 00-D7] ? [04 21 13 -A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] ? SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] E1 E1 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS [07 21 00-A5] SPRAY UNDERSIDE OF DECK IN ALL SOFFIT LOCATIONS - R30 MIN FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 11 A310 05 ?10' - 8"4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] NON-STRUCTURAL METAL FRAMING [09 22 16] NON-STRUCTURAL METAL FRAMING [09 22 16] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] NON-STRUCTURAL METAL FRAMING [09 22 16] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] E1 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS [07 21 00-A5] SPRAY UNDERSIDE OF DECK IN ALL SOFFIT LOCATIONS - R30 MIN FIRST FLOOR 100' - 0" SECOND FLOOR 113' - 4" 17 12' - 10"A311 02 REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION DETAILS. 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] E2 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS [07 21 00-A5] FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" A ROOF - AREA A 134' - 8" A310 10 ES68' - 0"2' - 0" 6' - 0" 5' - 4" 10' - 8" A310 04 A311 03 A310 01 A310 03 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] AIR SPACE [04 00 00-D7] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] [04 21 13-A1] AIR SPACE [04 00 00-D7] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] [04 21 13-A1] SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] E1 E1 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A303 WALL SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER KIT OF PARTS 04 00 00-D7 AIR SPACE 04 20 00-A1 STANDARD BRICK - 3/8" JOINT 04 21 13-A1 04 22 00-D1 4" X 8" X 16" GROUND FACE CMU 05 13 00-A3 METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS 05 41 00-A4 6" METAL STUD 06 16 00-A2 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS 07 21 00-A2 INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS 07 21 00-A5 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS 07 53 23-A3 SPECIFIED ROOFING INSULATION 08 41 00-A2 STOREFRONT SYSTEM, CENTER GLAZED 08 41 00-A3 STOREFRONT ENTRANCE DOOR 09 29 00-A8 5/8" TYPE "X" GYPSUM WALLBOARD SCALE: 1/2" = 1'-0" 02WALL SECTION SCALE: 1/2" = 1'-0" 01 WALL SECTION SCALE: 1/2" = 1'-0"03 WALL SECTION SCALE: 1/2" = 1'-0"04WALL SECTION #DESCRIPTION DATE 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 28 A310 06 13' - 4"CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" A ROOF - AREA A 134' - 8" E1 E1 8' - 0" 5' - 4" 8' - 0" 2' - 8" 8' - 0"A311 04 Sim [04 21 13 -A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00 -D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00 -A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] [04 21 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] ? 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] STANDARD BRICK - 3/8TH JOINT [04 20 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] A310 04 A310 02 A310 03 E5 - WEST WALL ONLY, REFER TO A001. FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" D ROOF - AREA A 134' - 8"10' - 8" 10' - 8" 4' - 8"4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] AIR SPACE [04 00 00-D7] FORMED METAL WALL PANELS - PREFINISHED [07 41 14-A1] [R10] 3-5/8" METAL STUD [05 41 00-A2] SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] E3 A310 11 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS [07 21 00-A5] SPRAY UNDERSIDE OF DECK IN ALL SOFFIT LOCATIONS - R30 MIN FIRST FLOOR 100' - 0" SECOND FLOOR 113' - 4" C 13' - 4"A311 02 Sim 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] AIR SPACE [04 00 00 -D7] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] E2 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS [07 21 00-A5]DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 09/11/2020 A304 WALL SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/2" = 1'-0" 01WALL SECTION SCALE: 1/2" = 1'-0" 03 WALL SECTION SCALE: 1/2" = 1'-0" 04WALL SECTION SCALE: 1/2" = 1'-0"05WALL SECTION SCALE: 1/2" = 1'-0"02 WALL SECTION #DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020NOT USED1 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" C.1D ROOF - AREA A 134' - 8" A310 07 A310 08 8' - 0" 5' - 4" 8' - 0" 2' - 8" 8' - 0" 2' - 8"A311 04 Sim 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 1/2" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A1] [04 21 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] [04 21 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7]? 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] SPECIFIED ROOFING INSULATION [07 53 23-A3] E1 E1 E1 A310 03 A310 04 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS [07 21 00-A5] SPRAY UNDERSIDE OF DECK IN ALL SOFFIT LOCATIONS - R30 MIN FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" A ROOF - AREA A 134' - 8"2' - 0" 11' - 4" 10' - 8" 10' - 8"A311 06 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] FORMED METAL WALL PANELS - PREFINISHED [07 41 14-A1] AIR SPACE [04 00 00-D7] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] E3 E2 A310 11 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" C.1 D ROOF - AREA A 134' - 8" A310 09 12' - 11 3/4" 11' - 0 1/4" 8' - 0"3 5/8" A311 02 Sim 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] [04 21 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] SPECIFIED ROOFING INSULATION [07 53 23-A3] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] E2 E2 E2 A310 04 INSULATION TYPE 5 - SPRAY APPLIED CELLULOSE INSULATION. FILL MISCELLANEOUS VOIDS [07 21 00-A5] SPRAY UNDERSIDE OF DECK IN ALL SOFFIT LOCATIONS - R30 MIN DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A305 WALL SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/2" = 1'-0" 01 WALL SECTION SCALE: 1/2" = 1'-0" 02WALL SECTION SCALE: 1/2" = 1'-0" 03 WALL SECTION #DESCRIPTION DATE 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" A ROOF - AREA A 134' - 8" A311 01 4" X 8" X 16" CMU - 2 CORE [04 22 00-A1] ? 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] QUEEN BRICK - 3/8" JOINT [04 20 00-A3] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] QUEEN BRICK - 3/8" JOINT [04 20 00-A3] SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] E2 E1 A310 04 THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" D ROOF - AREA A 134' - 8" 4" X 8" X 16" CMU - 2 CORE [04 22 00-A1] 6" METAL STUD [05 41 00-A4] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] SPECIFIED ROOFING INSULATION [07 53 23-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] A310 04 E2 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" D ROOF - AREA A 134' - 8" A311 02 Sim 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] SPECIFIED ROOFING INSULATION [07 53 23-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] A310 04 E2 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" D ROOF - AREA A 134' - 8" A311 05 STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7] [04 21 13-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7] [04 21 13-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] [04 21 13-A1] SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A1] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] A310 04 E1 E1 E1 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A306 WALL SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/2" = 1'-0"01Pilaster SCALE: 1/2" = 1'-0" 02Section 3 SCALE: 1/2" = 1'-0" 03 Block Full Height SCALE: 1/2" = 1'-0" 04GLAZING OVER BLOCK #DESCRIPTION DATE 07/14/21 FIRST FLOOR 100' - 0" THIRD FLOOR 124' - 0" SECOND FLOOR 113' - 4" 32 ROOF - AREA A 134' - 8" 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 8" X 8" X 16" GROUND FACE CMU [04 22 00-D3] [04 21 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] [04 21 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] [04 21 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] SPECIFIED ROOFING INSULATION [07 53 23-A3] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] A310 01 A310 04 A311 02 Sim ES4 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A307 WALL SECTIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/2" = 1'-0" 01BRICK ON BLOCK #DESCRIPTION DATE 07/14/21 2 COURSES5 3/8"2 COURSES 5 3/8" 2 COURSES 5 3/8" DOUBLE SOLDIER COURSE 1' - 4" 5 7/8" 4 1/2" 4" 3 5/8" 6" 8 3/8" 1" 2 5/8" 1" 1" 1" 6" 1' - 0 3/8"B2 B1SOLID SOLDIER WITH 3/8" JOINT [04 20 00-B4] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] SPECIFIED ROOFING INSULATION [07 53 23-A3] 12" METAL STUD [0541 00-A5] 6" METAL STUD [05 41 00-A4] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] STRUCTURAL STEEL SHELF ANGLE [05 12 00-A5] CANT STRIP PER ROOF MEMBRANE MFR REQUIREMENTS [07 54 23-A7] TPO MEMBRANE ROOFING SYSTEM OVER SCHEDULED RIGID INSULATION - REFER ROOF PLAN AND SPECIFICATIONS [07 54 23-A1] 1' - 2 5/8"SOLDIER COURSE8"1/2" 4 1/2" 4"5"B2 S12X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) [06 10 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] AIR SPACE [04 00 00-D7] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 6" METAL STUD [05 41 00-A4] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] AISC STEEL ANGLE 6"X4" [05 12 00-A5] METAL ROOF DECK -REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] 12" METAL STUD [05 41 00-A5] SOLID SOLDIER WITH 3/8" JOINT [04 20 00-B4] 11"0"3/8" NON -STRUCTURAL METAL FRAMING [09 22 16] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] 12" METAL STUD [05 41 00-A5] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] STRUCTURAL STEEL SHELF ANGLE [05 12 00-A5] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] EIFS ON 1" INSULATION BOARD [07 24 13-A1] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] EIFS ON 1" INSULATION BOARD [07 24 13-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] CIP CONRETE SLAB ON GRADE REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] METAL ROOF DECK -REFER TO STRUCTURAL DRAWINGS [05 13 00-A3] 4 1/2" 6 1/8" 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 1/2" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] AISC STEEL ANGLE 6"X4" [05 12 00-A5] 12" METAL STUD [05 41 00-A5] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8]6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] EIFS ON 1" INSULATION BOARD [07 24 13-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] 12" METAL STUD [05 41 00-A5] 6" METAL STUD [05 41 00-A4] 6" METAL STUD [05 41 00-A4] EIFS ON 1" INSULATION BOARD [07 24 13-A1] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] SOLID SOLDIER WITH 3/8" JOINT [04 20 00-B4] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 5/8" 6" 5/8" 1 1/2" 2 1/4" 3 5/8" 1/2" 5 1/2" 4 1/2" 4" 4" 5 1/2" 4 1/2" 4" 4" 6" 8"5"5"SOLDIER COURSE8" B2 S15/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] AIR SPACE [04 00 00-D7] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 12" METAL STUD [05 41 00 A5] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] SOLID SOLDIER WITH 3/8" JOINT [04 20 00-B4] 2X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) [06 10 00-A3] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] AISC STEEL ANGLE 6"X4" [05 12 00-A5]DOUBLE HEADER COURSE1' - 4"6" METAL STUD [05 41 00 -A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] AIR SPACE [04 00 00-D7] STANDARD BRICK - 3/8" JOINT [04 20 00-A1] SOLID SOLDIER WITH 3/8" JOINT [04 20 00-B4] 2X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) [06 10 00-A3] COMPOSITE NAILBASE SHEATHING - 1-1/2" THICK, R6.6 MIN [06 16 00-A7] PREMANUFACTURERED METAL COPING TO MEET ANSI/SPRI ES-1 [07 71 00-A1]8"WRAP MEMBRANE OVER AND DOWN FACE OF WALL. 2X122X8 TPO MEMBRANE ROOFING SYSTEM OVER SCHEDULED RIGID INSULATION - REFER ROOF PLAN AND SPECIFICATIONS [07 54 23-A1] INSULATION TYPE 4 - KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] 1 1/2" 6" 1' - 0" 1' - 7 1/2" SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] 3 5/8" 4 1/2"7 5/8"3/8" STANDARD BRICK - 3/8" JOINT [04 20 00-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] AISC STEEL ANGLE 6"X4" [05 12 00-A5] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00- A8] 12" METAL STUD [05 41 00-A5] WRAP MEMBRANE OVER AND DOWN FACE OF WALL. 2X8 2X8 FORMED METAL WALL PANELS - PREFINISHED [07 41 14-A1] AIR SPACE [04 00 00-D7] 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A2] 6" METAL STUD [05 41 00-A4] 2X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) [06 10 00-A3] TPO MEMBRANE ROOFING SYSTEM OVER SCHEDULED RIGID INSULATION - REFER ROOF PLAN AND SPECIFICATIONS [07 54 23-A1] [09 22 16.13.K4] PREMANUFACTURERED METAL COPING TO MEET ANSI/SPRI ES-1 [07 71 00-A1]DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A310 SECTION DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER KIT OF PARTS 04 00 00-C8 SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) 04 00 00-D7 AIR SPACE 04 20 00-A1 STANDARD BRICK - 3/8" JOINT 04 20 00-B4 SOLID SOLDIER WITH 3/8" JOINT 04 22 00-D1 4" X 8" X 16" GROUND FACE CMU 05 12 00-A5 STRUCTURAL STEEL SHELF ANGLE 05 13 00-A3 METAL ROOF DECK - REFER TO STRUCTURAL DRAWINGS 05 41 00-A4 6" METAL STUD 06 10 00-A3 2X EXTERIOR GRADE PRESERVATIVE-TREATED WOOD BLOCKING (061053) 06 16 00-A1 1/2" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS 06 16 00-A2 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS 06 16 00-A7 COMPOSITE NAILBASE SHEATHING - 1-1/2" THICK, R6.6 MIN 07 21 00-A2 INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS 07 21 00-A4 INSULATION TYPE 4 - KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. 07 24 13-A1 EIFS ON 1" INSULATION BOARD 07 41 14-A1 FORMED METAL WALL PANELS - PREFINISHED 07 53 23-A3 SPECIFIED ROOFING INSULATION 07 54 23-A1 TPO MEMBRANE ROOFING SYSTEM OVER SCHEDULED RIGID INSULATION - REFER ROOF PLAN AND SPECIFICATIONS 07 54 23-A7 CANT STRIP PER ROOF MEMBRANE MFR REQUIREMENTS 07 71 00-A1 PREMANUFACTURERED METAL COPING TO MEET ANSI/SPRI ES-1 09 29 00-A8 5/8" TYPE "X" GYPSUM WALLBOARD SCALE: 1 1/2" = 1'-0" 01 BUILDING SECTION DETAIL 01 SCALE: 1 1/2" = 1'-0" 02BUILDING SECTION DETAIL 02 SCALE: 1 1/2" = 1'-0"05BUILDING SECTION DETAIL 05 SCALE: 1 1/2" = 1'-0" 06BUILDING SECTION DETAIL 06 SCALE: 1 1/2" = 1'-0" 07BUILDING SECTION DETAIL 07 SCALE: 1 1/2" = 1'-0"09BUILDING SECTION DETAIL 09 SCALE: 1 1/2" = 1'-0"10BUILDING SECTION DETAIL 10 SCALE: 1 1/2" = 1'-0" 03 BUILDING SECTION DETAIL 03 SCALE: 1 1/2" = 1'-0" 04BUILDING SECTION DETAIL 04 SCALE: 1 1/2" = 1'-0" 08BUILDING SECTION DETAIL 08 #DESCRIPTION DATE SCALE: 1 1/2" = 1'-0" 11 METAL WALL COPING 07/14/21 SOLID GROUND FACE CMU SILL BLOCK, MATCH ADJACENT CMU. CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] VAPOR BARRIER [03 30 00-B6] GRAVEL REFER TO STRUCTUTRAL INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUN. TAPE ALL SEAMS [07 021 00-A2] GROUT SOLID BELOW DOOR STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED [08 41 00-A1] VAPOR BARRIER [03 30 00-B6] GRAVEL REFER TO STRUCTURAL BOND BEAM 8" X 8" X 16" [04 20 00-B2] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] MORTAR NET [04 20 00-G5] THROUGH WALL FLASHING [04 20 00-G2] MESH WEEP [04 20 00-G4] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING -TAPE ALL SEAMS [06 16 00-A2] SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] GROUT SOLID BELOW FLASHING. VAPOR BARRIER [03 30 00-B6] GRAVEL REFER TO STRUCTURAL BOND BEAM 8" X 8" X 16" [04 20 00-B2] MORTAR NET [04 20 00-G5] THROUGH WALL FLASHING [04 20 00-G2] MESH WEEP [04 20 00-G4] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING -TAPE ALL SEAMS [06 16 00-A2] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] GROUT SOLID BELOW FLASHING. 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] 5/8" GLASS-MAT GYPSUM SHEATHING -TAPE ALL SEAMS [06 16 00-A2] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] STANDARD BRICK -3/8" JOINT [04 20 00-A1] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] AIR SPACE [04 00 00-D7] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] VAPOR BARRIER [03 30 00-B6] GRAVELMORTAR NET [04 20 00-G5] THROUGH WALL FLASHING [04 20 00-G2] MESH WEEP [04 20 00-G4] REFER TO STRUCTURAL BOND BEAM 8" X 8" X 16" [04 20 00-B2] SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] GROUT SOLID BELOW FLASHING. FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] VAPOR BARRIER [03 30 00-B6] GRAVEL REFER TO STRUCTURAL BOND BEAM 8" X 8" X 16" [04 20 00-B2] MORTAR NET [04 20 00-G5] THROUGH WALL FLASHING [04 20 00-G2] MESH WEEP [04 20 00-G4] 4" X 8" X 16" GROUND FACE CMU [04 22 00-D1] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SOLID GROUND FACE CMU SILL BLOCK, MATCH ADJACENT CMU. 2X EXTERIOR GRADE PRESERVATIVE-TREATD WOOD BLOCKING (061053) [06 10 00-A3] GROUT SOLID BELOW FLASHING.2' - 0"FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] VAPOR BARRIER [03 30 00-B6] GRAVEL REFER TO STRUCTURAL BOND BEAM 8" X 8" X 16" [04 20 00-B2] MORTAR NET [04 20 00-G5] THROUGH WALL FLASHING [04 20 00-G2] MESH WEEP [04 20 00-G4] QUEEN BRCK -3/8" JOINT [04 20 00-A3] 2X EXTERIOR GRADE PRESERVATIVE-TREATD WOOD BLOCKING (061053) [06 10 00-A3] CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS [03 30 00-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] INSULATION TYPE 2 -STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] AIR SPACE [04 00 00-D7] SCREW -ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] INTERIOR LIGHT GUAGE ZEES [09 22 16 13-K4] GROUT SOLID BELOW FLASHING FORMED METAL WALL PANELS - PREFINISHED [07 41 14-A1] CONTINUOUS PREFINISHED 0.040 ALUMINUM BRAKE METAL FLASHING [05 75 00-A2] INSULATION TYPE 4 -KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1]DANDR ID GE DRE W WHI TEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A311 SECTION DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1 1/2" = 1'-0"04GLAZING OVER FOUNDATION SCALE: 1 1/2" = 1'-0" 02BLOCK OVER FOUNDATION SCALE: 1 1/2" = 1'-0"03 BLOCK OVER BLOCK SCALE: 1 1/2" = 1'-0" 01 PILASTER FOUNDATION SCALE: 1 1/2" = 1'-0"05GLAZING OVER BLOCK SCALE: 1 1/2" = 1'-0"06METAL OVER BLOCK # DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 2 BID ADDEN. 005 03/24/2021 KIT OF PARTS 03 30 00-A1 CIP CONCRETE SLAB ON GRADE - REFER TO STRUCTURAL DRAWINGS 04 00 00-C8 SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) 04 00 00-D7 AIR SPACE 04 20 00-A1 STANDARD BRICK - 3/8" JOINT 04 22 00-D1 4" X 8" X 16" GROUND FACE CMU 05 41 00-A4 6" METAL STUD 05 75 00-A2 CONTINUOUS PREFINISHED 0.040 ALUMINUM BRAKE METAL FLASHING 06 16 00-A2 5/8" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS 07 21 00-A2 INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS 07 21 00-A4 INSULATION TYPE 4 - KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. 07 27 26-A1 FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED 07 41 14-A1 FORMED METAL WALL PANELS - PREFINISHED 08 41 00-A1 STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED 09 29 00-A8 5/8" TYPE "X" GYPSUM WALLBOARD 1 2 07/14/21 A.REFER TO CEILING PLAN FOR ALL CEILING HEIGHTS. B.ALL GRIDS ARE CENTERED IN ROOMS EACH DIRECTION UNLESS NOTED OTHERWISE. C.LOCATE CEILING GRIDS WITHIN ROOMS SUCH THAT BORDERS CONTAIN NOT LESS THAN 1/2 TILE WIDTH, UNLESS OTHERWISE INDICATED. D.CENTER PENETRATIONS IN ACOUSTICAL CEILING SYSTEMS WITHIN INDIVIDUAL CEILING PANELS, SUCH AS SPRINKLER HEADS, DIFFUSERS, LIGHT FIXTURES, ETC., UNLESS OTHERWISE INDICATED. E.PAINT ALL EXPOSED GYPSUM WALLBOARD SURFACES UNLESS NOTED OTHERWISE. REFER TO FINISH PLAN FOR COLORS. F. ALL EXPOSED DUCTWORK, PIPING, CONDUITS ETC. SHALL BE PAINTED. COLOR TO MATCH CEILING OR EXPOSED STRUCTURE UNLESS OTHERWISE NOTED. G.PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD CEILINGS AT 20' MAXIMUM. VERIFY LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. H.COORDINATE REFLECTED CEILING PLAN WITH MECHANICAL, PLUMBING, ELECTRICAL, AND LIFE SAFETY PLANS. PROVIDE COORDINATION DRAWINGS FOR REVIEW PRIOR TO CEILING INSTALLATION. I. LIGHT FIXTURES, SPRINKLER HEADS, HVAC SUPPLY AND RETURN GRILLES ARE SHOWN FOR LOCATION ONLY. REFER TO MEP DRAWINGS FOR ADDITIONAL INFORMATION J. PROVIDE ACOUSTICAL CEILING HOLD-DOWN CLIPS IN VESTIBULES. IN ROOMS WITH EXTERIOR ENTRANCE DOORS PROVIDE HOLD-DOWN CLIPS FOR 10' IN ALL DIRECTION OF DOORWAY. K.CEILING ACCESS PANELS INDICATED ARE NOT INTENDED TO LIMIT NUMBER OF PANELS REQUIRED. PANEL QUANTITY SHALL BE SUFFICIENT TO PROVIDE REQUIRED ACCESS WHETHER OR NOT INDICATED ON THE DRAWINGS. VERIFY LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. GENERAL CEILING PLAN NOTES CEILING LEGEND 2x2 LAY-IN CEILING GRID 4x4 LAY-IN CEILING GRID GYPSUM BOARD CEILING OR GYPSUM BOARD BULKHEAD EXPOSED STRUCTURE CEILING TAG CEILING TYPE CEILING HEIGHT X X B 8' - 0" B 11' - 4" B 12' - 10" 1 1 1 2 2 2 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DREW WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT MA GSD 8.27.2020 A401 SOFFIT REFLECTED CEILING PLAN 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER CEILING TYPES TYPE DESCRIPTION GYPSUM WALLBOARD BULKHEAD ON 3-5/8" INTERIOR METAL FRAMING. RETURN FACE OF DRYWALL TO CEILING OR STRUCTURE ABOVE. REFER TO FINISH PLANS FOR PAINTING. A ACOUSTICAL PANEL TYPE A IN GRID TYPE A. 24" X 24" ACOUSTICAL CEILING TO BE ARMSTRONG OPTIMA 3355 SQUARE TEGULAR INSTALLED IN 9/16" SILHOUETTE XL BOLT SLOT 1/8" REVEAL SUSPENSION GRID. B EIFS SOFFIT ON 5/8" GLASS-MAT GYPSUM WALLBOARD AND 6" METAL STUDS, TYPICAL. G GYPSUM WALLBOARD BULKHEAD ON 3-5/8" INTERIOR METAL FRAMING. RETURN FACE OF DRYWALL TO CEILING OR STRUCTURE ABOVE. REFER TO FINISH PLANS FOR PAINTING. REFLECTED CEILING KEYNOTES 1 FIRE PROTECTION CONTRACTOR TO PROVIDE ADEQUETE SPRINKLER HEAD COVERAGE UNDER SOFFIT AREAS. PROVIDE EXTERIOR DRY SPRINKLER HEADS LOW-VOLTAGE ACUATORS. SCALE: 1/8" = 1'-0" 01 SOFFIT REFLECTED CEILING PLAN -AREA A SCALE: 1/8" = 1'-0"02FIRST FLOOR REFLECTED CEILING PLAN #DESCRIPTION DATE 07/14/21 MATERIALS: HM = HOLLOW METAL IHM = INSULATED HOLLOW METAL SCW = SOLID CORE WOOD AL = ALUMINUM STL = STEEL, GALVANIZED IMP= INSULATED METAL PANEL FINISHES: CA = CLEAR ANODIZED PRE = FACTORY PREFINISHED PT = PAINTED GENERAL DOOR NOTES DOOR & FRAME MATERIAL ABBREVIATIONS DOOR SCHEDULE REMARKS A. REFER TO THE PROJECT MANUAL FOR DOOR HARDWARE SETS. B. ALL HOLLOW METAL DOORS AND FRAMES TO RECEIVE 3-COAT PAINT SYSTEM - PRIME, INTERMEDIATE AND FINISH COATS. REFER TO PAINTING SPECIFICATION. REFER TO FINISH PLAN AND EXTERIOR ELEVATIONS FOR COLOR. REFER TO THE PROJECT MANUAL FOR THE GLAZING SCHEDULE. C. REFER TO A501 FOR GLAZING SCHEDULE. 1. SLIDING ENTRANCE DOORS TO BE SNALEY DURA GLIDE 3000 SINGLE SLIDE AUTO DOORS OR SIMILAR WITH FULL BREAKAWAY, ACCESS CONTROL, RECESSED PANIC HARDWARE AND FAIL SECURE SOLENOID LOCKS AND KEYED FUNCTION SWITCHES. ASSA ABLOY SL SERIES DOOR SYSTEM ALSO ACCEPTABLE. OTHER MANUFACTURERS WILL BE CONSIDERED WITH PROPER DOCUMENTATION SHOWING EQUIVALENCY. 1/4" FULLY TEMPERED CLEAR FLOAT GLASSGL-1 **REFER TO PROJECT MANUAL FOR COMPLETE GLAZING SPECIFICATION. **CONTRACTOR TO PROVIDE FULLY TEMPERED LITES IN ALL LOCATIONS REQUIRED BY CODE INCLUDING BATHROOMS AND WITHIN 30" OF FLOOR GLAZING SCHEDULE 1" CLEAR INSULATING GLASS WITH LOW-E COATING, FULLY TEMPEREDIGL-1 IGL-2 1" SPANDREL INSULATING GLASS, FULLY TEMPERED D1 REF. SCHED.REF. SCHED. REF. SCHED.REF. SCHED. REF. SCHED.REF. SCHED. REF. SCHED.REF. SCHED. REF. SCHED.REF. SCHED. D2 D3 D4 D5 F1 F2 2" REF. SCHED. 2"2" REF. SCHED. HOLLOW METAL FRAME HOLLOW METAL FRAME 4"REF. SCHED. 2" REF. SCHED. 2" INTERIOR WALL CONSTRUCTION REFER TO PLANS FOR TYPE HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT AT FRAME PERIMETER TYP. METAL STUD HEADER. SIZE PER OPENING WIDTH 4 7/8" HOLLOW METAL FRAME CLIP4" 2" INTERIOR WALL CONSTRUCTION REFER TO PLANS FOR TYPE DOUBLE STUD AT JAMB TYP. HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT TYP. 4 7/8"INTERIOR WALL CONSTRUCTION REFER TO PLANS FOR TYPE HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT AT FRAME PERIMETER TYP. 7 1/4" METAL STUD HEADER. SIZE PER OPENING WIDTH HOLLOW METAL FRAME CLIP4" 2" INTERIOR WALL CONSTRUCTION REFER TO PLANS FOR TYPE DOUBLE STUD AT JAMB TYP. HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE SEALANT JOINT TYP.7 1/4"7 1/4" BOND BEAM REFER TO STRUCTRUAL DWG'S 4"SEALANT JOINT AT FRAME PERIMTER TYP. HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE HOLLOW METAL FRAME - REFER SCHEDULE DOOR - REFER SCHEDULE 2"6"CMU FRAME CLIP BULLNOSE CMU WALL SEALANT AT PERIMETER TYP. EACH DOOR SHALL HAVE: DOOR HARDWARE SETS SET #01: EXTERIOR RATED EXIT ONLY FROM STAIR 3 EA 1 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA HINGE FIRE EXIT HARDWARE SURFACE CLOSER CUSH SHOE SUPPORT KICK PLATE SEALS DOOR SWEEP THRESHOLD 5BBI 4.5 X 4.5 NRP 98-EO-F 4040XP CUSH TBWMS 4040XP-30 8400 10" X 1 1/2" LDW B4E 700SA C627A 425HD EACH DOOR SHALL HAVE: SET #02: EXTERIOR EXIT WITH PINCODE EXIT TRIM 3 EA 1 EA 1 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA 1 EA 1 EA HINGE PANIC HARDWARE ELECTRIC STRIKE SURFACE CLOSER CUSH SHOE SUPPORT KICK PLATE SEALS DOOR SWEEP THRESHOLD CREDENTIAL READER POWER SUPPLY 5BBI 4.5 X 4.5 NRP 98-L-996-06 6300 FSE 4040XP SCUSH TBWMS 4040XP-30 8400 10" X 1 1/2" LDW B4E 700SA C627A 425HD PTI KEYPAD AS REQ'D EACH DOOR SHALL HAVE: SET #02.2: BI-PARTING ENTRANCE DOOR WITH PINCODE READER 1 EA ELECTRONIC KEYPAD REMAINING HARDWARE KP2000EM BY DOOR MFG EACH DOOR SHALL HAVE: SET #03: INTERIOR EQUIPMENT ROOM DOOR 3 EA 1 EA 1 EA 1 EA 3 EA HINGE STOREROOM LOCK SURFACE CLOSER CUSH SHOE SUPPORT SILENCER 5BB1 4.5 X 4.5 NRP ND80PD RHO 4040XP SHCUSH 4040XP-30 SR64 SET #04: EACH DOOR SHALL HAVE: SET #05: 1 EA 1 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA 1 EA 1 EA 1 EA CONT. HINGE DEADBOLT MORTISE CYLINDER INDICATOR DEADBOLT LEVER PUSH/PULL SURFACE CLOSER MOUNTING CLOSER PERIMETER SEALS DOOR SWEEP THRESHOLD 112HD MS1851 20-001 114 4089 4550 9190-10"-STD 4011 MC TBWMS 4010-18 DOOR MFG STD DOOR MFG STD DOOR MFG STD SET #06: EACH DOOR SHALL HAVE: RATED INTERIOR DOOR, SINGLE 3 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA HINGE PANIC HARDWARE SURFACE CLOSER CUSH SHOE SUPPORT SEALS DOOR SWEEP THRESHOLD 5BBI 4.5 X 4.5 NRP 98-L-996-06 4040XP SCUSH TBWMS 8400 10" X 1 1/2" LDW B4E 700SA C627A 425HD -36" SET #08: EXTERIOR OFFICE EACH DOOR SHALL HAVE: 3 EA 1 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA HINGE PASSAGE SET SGL CYL DEADBOLT SURFACE CLOSER WALL STOP SEALS DOOR SWEEP THRESHOLD 5BBI 4.5 X 4.5 NRP F10 LAT B560P 4040XP WS407CCV 700SA C627A 425HD SET #09: INTERIOR OFFICE PRIVACY EACH DOOR SHALL HAVE: 3 EA 1 EA 1 EA 1 EA 1 EA 3 EA HINGE PRIVACY LOCK SURFACE CLOSER WALL STOP KICK PLATE SILENCER 5BBI 4.5 X 4.5 AL40S SAT 4040XP SHCUSH WS407CCV 8400 10" X 1 1/2" LDW B4E SR64 SET #10: INTERIOR OFFICE PASSAGE EACH DOOR SHALL HAVE: 3 EA 1 EA 1 EA 1 EA 1 EA 3 EA HINGE PASSAGE LOCK SURFACE CLOSER WALL STOP KICK PLATE SILENCER 5BBI 4.5 X 4.5 AL40S SAT 4040XP SHCUSH WS407CCV 8400 10" X 1 1/2" LDW B4E SR64 SET #07: EXTERIOR STOREROOM EACH DOOR SHALL HAVE: 3 EA 1 EA 1 EA 1 EA 1 SET 1 EA 1 EA HINGE STOREROOM SET SGL CYL DEADBOLT SURFACE CLOSER SEALS DOOR SWEEP THRESHOLD 5BBI 4.5 X 4.5 NRP ND80PD RHO B560P 4040XP 700SA C627A 425HD NOT U S E D DANDR ID GE DRE W WHI TEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A501 DOOR SCHEDULE 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 1/4" = 1'-0" DOOR TYPES SCALE: 1/4" = 1'-0" DOOR FRAME ELEVATIONS DOOR SCHEDULE OPENING #ROOM NAME DOOR FRAME DETAILS LABEL HDWR SETREMARKSWIDTHHEIGHTTHICKNESSMATERIALELEVATIONFINISHGLAZINGMATERIALELEVATIONFINISHHEADJAMBSILLFIRE RATINGFIRST FLOOR 101 STORAGE UNITS 3' - 0" 7' - 0" 1 3/4" HM D2 PT F1 PT H2 J2 - 10 102 BREAKROOM 3' - 0" 7' - 0" 1 3/4" HM D2 PT F1 PT H2 J2 - 3 103 TELECOM 3' - 0" 7' - 0" 1 3/4" HM D2 PT F1 PT H2 J2 - 3 104 JANITOR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F1 PT H2 J2 - 3 105 WC 3' - 0" 7' - 0" 1 3/4" HM D2 PT F1 PT H2 J2 - 9 108 STAIR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F2 PT H3 J3 90 MIN. 6 111 STAIR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F2 PT H3 J2 90 MIN. 6 112 VESTIBULE 12' - 0" 7' - 0" 1 1/4" AL CA IGL-1 AL 2.2 REMARK 1 EX101A OFFICE 3' - 0" 7' - 10" 1 3/4" AL D1 CA IGL-1 S3 CA - 5 EX101B OFFICE 3' - 0" 7' - 10" 1 3/4" AL D1 CA IGL-1 S3 CA - 5 EX106 ELEC. 3' - 0" 7' - 0" 1 3/4" IHM D2 PT F1 PT 45 MIN. 7 EX107 SPRINKLER 3' - 0" 7' - 0" 1 3/4" IHM D2 PT F1 PT - 7 EX108 STAIR 3' - 0" 7' - 0" 1 3/4" IHM D2 PT F2 PT 90 MIN. 1 EX110 CORRIDOR 12' - 0" 7' - 0" 1 1/4" AL CA IGL-1 AL 2.2 REMARK 1 EX111 STAIR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F2 PT 90 MIN. 1 EX112 VESTIBULE 12' - 0" 7' - 0" 1 1/4" AL CA IGL-1 AL 2.2 REMARK 1 SECOND FLOOR 201 STAIR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F2 PT H3 90 MIN. 6 203 STAIR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F2 PT H3 90 MIN. 6 THIRD FLOOR 301 STAIR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F2 PT H3 90 MIN. 6 303 STAIR 3' - 0" 7' - 0" 1 3/4" HM D2 PT F2 PT H3 90 MIN. 6 SCALE: 3" = 1'-0"H1HEAD DETAIL SCALE: 3" = 1'-0"J1 JAMB DETAIL SCALE: 3" = 1'-0" H2HEAD DETAIL SCALE: 3" = 1'-0" J2JAMB DETAIL SCALE: 3" = 1'-0" H3HEAD DETAIL SCALE: 3" = 1'-0"J3 JAMB DETAIL #DESCRIPTION DATE 1 BID ADDEN. 001 10/13/2020 1 1 1 1 07/14/21 SEALANT JOINT AT FRAME PERIMETER TYP. CFMF HEADER. DESIGN PER OPENING WIDTH MESH WEEP/VENT [04 00 00-D4] COPPER -LAMINATED THROUGH-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. HEM EXPOSED EDGE [04 00 00-D2] CAVITY DRAINAGE MATERIAL [04 00 00-D5] FLASHING TERMINATION BAR [04 00 00-D3] STEEL LINTEL. REFER STRUCT. LINTEL SCHEDULE 5/8" 6" 1/2" 3 7/8" 3 5/8" CONTINUE FLUID-APPLIED AIR BARRIER INTO FRAMED OPENING REFER TO ELEVATIONS FOR MASONRY HEADER CONDITION - LIMESTONE, SOLDIER OR BAND COURSE STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED [08 41 00-A1] 7 1/8" 4 1/2" 3" 2x4 2x4 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] INSULATION TYPE 4 - KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] 6" METAL STUD [05 41 00-A4] 1/2" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A1] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] [04 21 13-A1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] SEALANT JOINT AT FRAME PERIMETER TYP. MESH WEEP/VENT [04 00 00-D4] COPPER-LAMINATED THROUGH-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. HEM EXPOSED EDGE [04 00 00-D2] CAVITY DRAINAGE MATERIAL [04 00 00-D5] FLASHING TERMINATION BAR [04 00 00-D3] STEEL LINTEL. REFER STRUCT. LINTEL SCHEDULE CONTINUE FLUID-APPLIED AIR BARRIER INTO FRAMED OPENING REFER TO ELEVATIONS FOR MASONRY HEADER CONDITION - SOLDIER OR BAND COURSE. QUEEN BRICK - 3/8" JOINT [04 20 00-A3] [04 20 00-E1] 1 1/2" 2x4 2x4 7 5/8" 4 3/4" 3 5/8" STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED [08 41 00-A1] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] AIR SPACE [04 00 00-D7] [04 21 13-A1] 8 1/2" 3 7/8" 5/8" STRUCTRUAL STEEL BEAM. REFER TO STRUCTRUAL DRAWINGS [04 20 00-E1] [06 2023-01] [04 21 13-A1] STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED [08 41 00-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] INSULATION TYPE 4 - KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] GLAZING - REFER TO ELEVATION FOR TYPE. SOLID SURFACE WINDOW SILL - REFER TO FINISH PLAN (123662) [12 36 62-A1]5/8"6" 8" CONTINUE SELF ADHERING SHEET AIR BARRIER INTO FRAMED OPENING 2x4 2x4 7 1/8"4 1/2" 3" 1/2" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A1] AIR SPACE [04 00 00-D7] SCREW-ATTACHED MASONRY VENEER ANCHOR, THERMAL (HB THERMAL 2-SEAL WING NUT AND 2X-HOOK TIE OR EQUAL) [04 00 00-C8] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2]3" 4 1/2" 8 1/2"CONTINUE SELF ADHERING SHEET AIR BARRIER INTO FRAMED OPENING QUEEN BRICK - 3/8" JOINT [04 20 00-A3] SOLID SURFACE WINDOW SILL - REFER TO FINISH PLAN (123662) [12 36 62-A1] STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED [08 41 00-A1] GLAZING - REFER TO ELEVATION FOR TYPE.1' - 4"1 1/2"2x4 2x4 SOLID SOLDIER WITH 3/8" JOINT [04 20 00-B4] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] AIR SPACE [04 00 00-D7] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] [06 2023-01] [04 00 00-C11] SEALANT JOINT AT FRAME PERIMETER TYP. FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] CONTINUE SELF ADHERING SHEET AIR BARRIER INTO FRAMED OPENING 1/2" [04 21 13 -A1] SOLID SURFACE WINDOW SILL - REFER TO FINISH PLAN (123662) [12 36 62-A1]2"3 1/2" 2x42x4 INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED [08 41 00-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] INSULATION TYPE 4 - KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] 6" METAL STUD [05 41 00-A4] 5/8" 6" 1/2" 3 7/8" 3 5/8" 7 1/8" 4 1/2" 3" AIR SPACE [04 00 00 -D7] 1/2" GLASS-MAT GYPSUM SHEATHING - TAPE ALL SEAMS [06 16 00-A1] [04 21 13 -B2] GLAZING - REFER TO ELEVATION FOR TYPE SILL FLASHING SELF ADHERING SHEET AIR BARRIER SHOWN DASHED [07 27 13-A1] WRAP AROUND BLOCKING SEALANT JOINT AT FRAME PERIMETER TYP. FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] CONTINUE SELF ADHERING SHEET AIR BARRIER INTO FRAMED OPENING 1/2"3 1/2"[04 21 13 -A1] 7 1/8" 4 1/2" 3" SOLID SURFACE WINDOW SILL - REFER TO FINISH PLAN (123662) [12 36 62-A1] STOREFRONT SYSTEM, THERMALLY BROKEN, FRONT GLAZED [08 41 00-A1] 2x4 2x4 7 5/8" 4 3/4" 3 5/8" SOLID BRICK SILL [04 20 00-B2] QUEEN BRICK - 3/8" JOINT [04 20 00-A3] INSULATION TYPE 2 - STUD CAVITY WALL: EXTRUDED-POLYSTYTRENE BOARD INSULATION, 1-1/2" THICK, R7.5 MINIMUM. TAPE ALL SEAMS [07 21 00-A2] [04 21 13-B2] SILL FLASHING AIR SPACE [04 00 00-D7] SELF ADHERING SHEET AIR BARRIER SHOWN DASHED [07 27 13-A1] WRAP AROUND BLOCKING PRE FINISHED ALUM. DOOR ALUM. THRESHOLD SET IN BED OF SEALANT EXPANSION JOINT FLOOR FINISH - SEE FLOOR FINISH CONCRETE SLAB / FOUNDATION - REFER STRUCTURAL DWG'S EXTERIOR EXTERIOR PAVING - REFER LANDSCAPE / CIVIL DWG'S REFER TO ELEVATIONS FOR GLAZING TYPE INTERIOR [04 21 13-A1] 5/8" TYPE "X" GYPSUM WALLBOARD [09 29 00-A8] 6" METAL STUD [05 41 00-A4] INSULATION TYPE 4 - KRAFT FACED FIBERGLASS BATT INSULATION, R19 MIN. [07 21 00-A4] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] 5/8"6" 8" CONTINUE FLUID-APPLIED AIR BARRIER INTO FRAMED OPENING 2x4 2x4 6"3" SEALANT AT PERIMETER TYP. HOLLOW METAL DOOR FRAME - REFER SCHEDULE HM JAMB ANCHOR HOLLOW METAL FRAME - REFER SCHEDULE SEALANT JOINT AT FRAME PERIMETER TYP. METAL STUD HEADER. SIZE PER OPENING WIDTH 5 5/8" 6" 3" MESH WEEP/VENT [04 00 00-D4]COPPER-LAMINATED THROUGH-WALL FLASHING WITH STAINLESS STEEL DRIP EDGE. HEM EXPOSED EDGE [04 00 00-D2] CAVITY DRAINAGE MATERIAL [04 00 00-D5] FLASHING TERMINATION BAR [04 00 00-D3] FLUID-APPLIED MEMBRANE AIR BARRIER SHOWN DASHED [07 27 26-A1] STEEL LINTEL. REFER STRUCT. LINTEL SCHEDULE 5/8" 6" 1/2" 7 1/2"DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A502 EXTERIOR DOOR AND STOREFRONT DETAILS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER SCALE: 3" = 1'-0"03STOREFRONT EXTERIOR -HEAD DETAIL BRICK SCALE: 3" = 1'-0"06STOREFRONT EXTERIOR -HEAD DETAIL CMU SCALE: 3" = 1'-0"02STOREFRONT EXTERIOR -JAMB DETAIL BRICK SCALE: 3" = 1'-0" 05 STOREFRONT EXTERIOR -JAMB DETAIL CMU SCALE: 3" = 1'-0" 01STOREFRONT EXTERIOR -SILL DETAIL BRICK SCALE: 3" = 1'-0"04STOREFRONT EXTERIOR -SILL DETAIL CMU #DESCRIPTION DATE SCALE: 3" = 1'-0"07STOREFRONT EXTERIOR -SILL DETAIL SCALE: 3" = 1'-0"08HM DOOR JAMB DETAIL BRICK SCALE: 3" = 1'-0" 09HM HEAD DEATIL BRICK 07/14/21 GENERAL WINDOW & STOREFRONT NOTES A. REFER TO WALL SECTIONS AND PLAN DETAILS AND WINDOW DETAILS FOR FULL SCOPE OF WINDOWS AND STOREFRONTS. B. REFER TO PLAN DRAWINGS FOR WINDOW LOCATIONS. C. REFER TO SPECIFICATIONS FOR FULL DESCRIPTION OF GLAZING TYPES. GLAZING LEGEND ON DRAWINGS IS ABBREVIATED. D. COORDINATE WINDOW TYPE DRAWINGS AND ROUGH OPENINGS WITH WALL FRAMING DRAWINGS. E. REFER TO STANDARD DETAILS FOR PROPER INSTALLATION. F. STOREFRONTS DETAILED ON THIS SHEET ARE BASED ON KAWNEER TRI-FAB VG 451T UNLESS NOTED OTHERWISE. 1/4" FULLY TEMPERED CLEAR FLOAT GLASSGL-1 **REFER TO PROJECT MANUAL FOR COMPLETE GLAZING SPECIFICATION. **CONTRACTOR TO PROVIDE FULLY TEMPERED LITES IN ALL LOCATIONS REQUIRED BY CODE INCLUDING BATHROOMS AND WITHIN 30" OF FLOOR GLAZING SCHEDULE 1" CLEAR INSULATING GLASS WITH LOW-E COATING, FULLY TEMPEREDIGL-1 IGL-2 1" SPANDREL INSULATING GLASS, FULLY TEMPERED 2" 3' - 8 1/4" 2" EQ 2" EQ 2" EQ 2" 15' - 9"2" 7' - 8" 2"8' - 0"1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 IGL-1IGL-1IGL-1IGL-1 EQ2"EQ2"EQ2"EQ 2" 7' - 8" 2"16' - 0"8' - 0"1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 IGL-1IGL-1IGL-1IGL-1 5' - 5 5/8"2"3' - 0" 2" 7' - 8" 2"8' - 0"IGL-1 2"EQ 2" EQ 2"EQ2" EQ 2"2" EQ2"EQ2"EQ2"EQ2"2"7' - 8"2"8' - 0"25' - 9 3/4" IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-11st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 1st FLOOR UPPER FLOOR IGL-2 01 A307 3' - 9 3/4" EQ 3' - 8 3/4" EQ 3' - 8 3/4"EQ 3' - 8 3/4" EQ 3' - 8 3/4" EQ 3' - 8 3/4" EQ 3' - 8 3/4" EQ 3' - 8 3/4" EQ 3' - 8 3/4" EQ 3' - 8 3/4" EQ 3' - 5 1/4" 42' - 9 3/4"2"7' - 8" 2"8' - 0"4 1/2" IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1 IGL-1IGL-1 IGL-1 DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DNDI NAA AII R E G I STERE DNDI NA AI HI TARC TECDANDRID GE DREW WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A503 WINDOW AND STOREFRONT ELEVATIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER S1S2 S3 S4 S5 WINDOW AND STOREFRONT ELEVATIONS SCALE: 1/2" = 1'-0" EXTERIOR ALUMINUM STOREFRONT SYSTEM EXTERIOR ALUMINUM STOREFRONT SYSTEM EXTERIOR ALUMINUM STOREFRONT SYSTEM EXTERIOR ALUMINUM STOREFRONT SYSTEM EXTERIOR ALUMINUM STOREFRONT SYSTEM #DESCRIPTION DATE 07/14/21 MILLWORK LEGEND XX" XX" XX" EXTRA SHELF 300MCABINET WIDTH CABINET HEIGHT FEATURE DESCRIPTION CABINET DEPTH CABINET TYPE CABINET TAG A. MILLWORK IS BASED ON AWI ARCHITECTURAL WOODWORK STANDARDS 2009 EDITION. B. DESIGN DRAWINGS ARE BASED ON CDS (CABINET DESIGN SERIES) NUMBERS. REFER TO CABINET TAG BELOW FOR DESCRIPTION. C. REFER TO TYPICAL CASEWORK DETAILS ON THIS SHEET FOR PROJECT SPECIFIC CONSTRUCTION REQUIREMENTS. THESE MAY BE DEVIATIONS FROM AWI STANDARD. D. REFER TO PROJECT MANUAL/SPECIFICATIONS FOR ADDITIONAL INFORMATION ON PLASTIC LAMINATE AND STAINLESS STEEL CABINETS. E. IF DRAWINGS OR SPECIFICATIONS ARE IN CONFLICT, PROVIDE MORE STRICT OR MORE EXPENSIVE OPTION. A. REFER TO A201 FOR EXTERIOR MATERIAL SCHEDULE. B. REFER TO A505 FOR WINDOW/STOREFRONT ELEVATIONS. C. PAINT ALL EXPOSED MISC. STEEL LINTELS, PLATES, ANGLES, ETC. PX UNLESS NOTED OTHERWISE. D. ALL BASE TO BE B1 UNLESS NOTED OTHERWISE. E. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS ATTACHED OR MOUNTED TO WALLS AND CEILINGS. F. ALL RESTROOM ACCESSORIES WILL BE NEW. G. PROVIDE FILLERS AS REQUIRED. FILLERS ARE TO MACH MILLWORK ADJACENT. H. ALL WALLS TO BE PAINTED P1 UNLESS NOTED OTHERWISE. GENERAL INTERIOR ELEVATION NOTES 4 2 T3 T2 4 1 2 3 T4 T5 T2 T3 T1 T2 4 1 T5 T4 T1 1' - 8" 1' - 8" 3' - 4"1' - 8" 1' - 8" 2" 15' - 11 1/2"2' - 10" 2' - 10" 2" 3' - 4" 3' - 4" 3' - 4" 5 6 7 8 9 6 8 10 5' - 9 1/2" 3' - 4"5' - 9 1/2"9' - 0"10' - 2"4" 1' - 8" 2" 8"9"DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD DDW 08/17/2020 A601 INTERIOR ELEVATIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER INTERIOR ELEVATION KEYNOTES 1 WALL HUNG SINK - ADA COMPLIANT. REFER TO PLUMBING DWGS. 2 FLOOR MOUNTED PLUMBING FIXTURE. REFER TO PLUMBING DWGS. 3 STAINLESS STEEL TERMINATION CAP. 4 GYPSUM BOARD - PAINT. 5 PLASTIC LAMINATE TOE KICK - PL1 6 PLASTIC LAMINATE FILLER STRIP - TYPICAL AT EACH SIDE OF UPPER AND LOWER CABNETS. 7 PLASTIC LAMINATE BASE CABINETS - PL1. 8 CABINETS HARDWARE 9 PLASTIC LAMINATE COUNTERTOP AND BACKSPLASH - PL2 10 SINK - ADA COMPLIANT. REFER TO PLUMBING DWGS. 1 2 3 4 5 6 7 SCALE: ELEVATION 1/2" = 1'-0" 01 RESTROOM EAST WALL SCALE: ELEVATION 1/2" = 1'-0" 02RESTROOM NORTH WALL SCALE: ELEVATION 1/2" = 1'-0"03 RESTROOM WEST WALL SCALE: ELEVATION 1/2" = 1'-0"04BREAKROOM NORTH WALL #DESCRIPTION DATE 07/14/21 A.PROVIDE FINISH SAMPLE SUBMITTALS FOR ALL FINISH ITEMS FOR ARCHITECT APPROVAL PRIOR TO INSTALLATION. B.LEVEL ALL FLOORS IN ACCORDANCE WITH FLOORING FINISH MANUFACTURERS SPECIFICATIONS. C.ALL PAINT FINISH LOCATIONS TO BE THREE-COAT SYSTEM. REFER TO SPECIFICATIONS FOR PREPARATION, SYSTEM DESCRIPTION AND PRODUCTS. D.WHERE DISSIMILAR FLOORING FINISHES MEET, THEY MUST DO SO UNDER CENTERLINE OF DOOR UNLESS NOTED OTHERWISE. REFER TO SPECIFICATIONS AND TO 2/A702 FOR TRANSITION STRIPS. F. ALL EXPOSED STRUCTURAL STEEL COLUMNS, BEAMS, BRACING, JOISTS ETC. IS TO BE FACTORY PRIMED. G. ALL HOLLOW DOORS AND METAL DOOR FRAMES TO BE PAINTED P1, UNLESS OTHERWISE NOTED XX FLOORING DIRECTION XX WALL FINISH TAG (DENOTES DIFFERENT WALL FINISH LOCATION) ARROWS INDICATES EXTENT OF FINISH INDICATES FINISH MATERIAL MATERIAL TRANSITION (DENOTES DIFFERENT MATERIAL TRANSITION LOCATIONS) INDICATES FINISH MATERIAL X INDICATES FINISH MATERIAL INDICATES MATERIAL DIRECTION ROOM TAG ROOM NAME ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH REMARKS GENERAL FINISH NOTES GENERAL FINISH SYMBOLS Room Name XXXXX Floor Wall Base - - - FINISH SCHEDULE REMARKS 1.CMU BLOCK WALLS OF STAIR AND ELEVATOR ARE THE ONLY SURFACES TO RECEIVE PAINT IN THESE AREAS, TYPICAL, UNLESS OTHERWISE NOTED. CONCRETE CONC 1 TYPE: HARD TROWEL FINISH. PROVIDE HARDENER FOLLOWING INITIAL SET PERIOD. ONLY PUBLIC AREAS, HALLWAYS, STAIRS, ETC. TO RECEIVE FINAL FINSH SEALER. EXCLUDE SEALER IN AREAS DESIGNATED AS STORAGE UNITS. RF1 MFG: STYLE: COLOR: INSTALLATION: PATCRAFT - LUXURY VINYL TILE NORTHBRIDGE 02500 RELIC ASH 6"X36" RESILIENT FLOORING WB1 MFG: STYLE: COLOR: HEIGHT: PATCRAFT WALL BASE S127V 00550 4" WALL BASE PT1 MFG: COLOR: TYPE: SHERWIN WILLIAMS SW7049 NUANCE EGGSHELL WALLS, SEMI-GLOSS TRIM INTERIOR LATEX PAINT PT2 MFG: COLOR: TYPE: SHERWIN WILLIAMS BRIGHT WHITE SEMI-GLOSS A. BLOCK FILLER: LOXON BLOCK SURFACER, A24W200 B. INTERMEDIATE COAT: PRO INDUSTRIAL PRE-CATALYZED WATERBASED EPOXY, K46 SERIES C. TOP COAT: PRO INDUSTRIAL PRE- CATALYZED WATERBASED EPOXY, K46 SERIES PL1 MFG: PATTERN: TEXTURE: PIONITE CUBICAL PAPEL AG561 SUEDE PLASTIC LAMINATE PL2 MFG: PATTERN: TEXTURE: WILSONART SKYLINE WALNUT 7946K-12 N/A FINISH MATERIALS LEGEND PT3 MFG: COLOR: TYPE: SHERWIN WILLIAMS BRIGHT WHITE SEMI-GLOSS A. PRIME COAT: PRO-INDUSTRIAL PRO- CRYL UNIVERAL PRIMER, B66-310 SERIES B. INTERMEDIATE COAT: PRO INDUSTRIAL WATER BORNE ACRYLIC DRYFALL, B42-80 SERIES C. TOP COAT: PRO INDUSTRIAL WATER BORNE ACRYLIC DRYFALL, B42-80 SERIES DANDR ID GE DRE W WHITEHI T AR-19400087 ARC TEC STATE OF No. DND I NAA AII R EG I STERE DNDI NA AI HI TARC TECDANDRID GE DRE W WHITEREVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT GSD GSD 08.17.2020 A700 FINISH SCHEDULES AND SPECIFICATIONS 19045CARMELExtra Space Storage155 CARMEL DRIVE, CARMEL, INWeihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE PH: 763-425-9960 Gooderum & Associates Engineering 874 Cheltenham Way PH: 317-506-8151 Indianapolis, IN 46280 Albertville, MN 55301 Avon, IN 46123 Extra Space Storage 9000 Keystone Crossing, Ste. 660 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER MEP ENGINEER #DESCRIPTION DATE 07/14/21 M001 MECHANICAL SPECIFICATIONS GENERAL 1. BID INSTRUCTIONS: CONTRACTORS SHALL PROVIDE BASE BID IN STRICT ACCORDANCE WITH DESIGN BASIS EQUIPMENT AND MATERIALS. PROJECT DOES ENCOURAGE COMPETITIVE PRICING AND ALLOWS FOR SUBSTITUTIONS OF EQUAL EQUIPMENT AND MATERIALS AGAINST THE BASIS OF DESIGN. SUBSTITUTE ITEMS WILL BE COMPARED AGAINST DESIGN BASIS DURING SUBMITTAL PROCESS. ENGINEER RESERVES THE RIGHT TO REJECT SUBSTITUTIONS FOUND NOT TO BE EQUAL TO ITEMS LISTED IN DESIGN BASIS. 2. PRIOR TO PROCUREMENT CONTRACTOR SHALL SUBMIT TO ARCHITECT FULL SUBMITTALS FOR ALL ENERGY CONSUMING OR PRODUCING ITEMS AND FOR ALL DUCT ACCESSORIES, INSULATION, VAV BOXES, REGISTERS, GRILLES, DIFFUSERS AND LOUVERS. SUBMITTALS SHALL BE DELINEATED WITH TAGS INDICATED ON PRINTS, CONTRACTORS NAME, PROJECT NAME. CLEARLY INDICATE ALL MODEL NUMBERS AND ALL ACCESSORIES AND OPTIONS BEING PROVIDED. SUBMISSIONS SHALL BE IN PDF FORMAT. ALL EQUIPMENT AND ITEMS SHALL BE PER DESIGN BASIS OR APPROVED EQUAL. ENGINEER RESERVES THE RIGHT TO REJECT ANY SUBSTITUTE ITEM. 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL REQUIRED ELECTRICAL SUPPORT NEEDED FROM THE ELECTRICAL CONTRACTOR. ENSURE ALL SUBMITTALS FOR POWERED COMPONENTS AND CONTROLS ARE PROVIDED AND FULLY COORDINATED WITH ELECTRICAL CONTRACTORS. 4. CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE SITE TO EXAMINE ALL CONDITIONS THAT MAY IN ANY WAY AFFECT THE EXECUTION OF HIS WORK. HE SHALL ALSO EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR OTHER BRANCHES OF WORK MAKING REFERENCE TO THEM FOR DETAILS OF EXISTING BUILDING CONDITIONS. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO INCLUDE ALL REQUIRED WORK IN THE BID. CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS ENTERING INTO CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 5. THE DRAWINGS IN THIS SECTION ARE DIAGRAMMATIC AND ARE NOT INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONS OR CODIFIED REQUIREMENTS. DRAWINGS SHOW GENERAL INTENT OF SYSTEMS. M.C. SHALL PROVIDE AND PAY FOR ALL REQUIRED PERMITS. 6. PRIOR TO WORK COORDINATE ALL OPENINGS AND INSTALLATIONS OF DUCT, PIPING, EQUIPMENT, CONTROLS, DIFFUSERS AND GRILLES WITH G.C. AND OTHER TRADES. PROVIDE INSTALLATIONS WITH PROPER MANUFACTURERS RECOMMENDED CLEARANCES. 7. UPON COMPLETION OF THE MECHANICAL INSTALLATION, DEMONSTRATE TO THE ENGINEER AND THE OWNER'S SATISFACTION THAT THE SYSTEMS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND APPLICABLE CODES. DEMONSTRATE THE DYNAMIC OPERATION OF EACH SYSTEM. VERIFY PROPER OPERATION OF EQUIPMENT, FILTERS ARE CLEAN AND COMPONENTS OF THE SYSTEM ARE INSTALLED AND ADJUSTED IN FULL ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 8. ALL WORK SHALL BE IN FULL ACCORDANCE WITH 2014 INDIANA MECHANICAL CODE (2012 INTERNATIONAL MECHANICAL CODE), INDIANA ENERGY CODE (ASHRAE 90.1-2007) PERTINENT STATE, COUNTY, CITY CODES AND ORDINANCES AND INDIANA AMENDMENTS. 9. MECHANICAL CONTRACTOR SHALL ENSURE EMPLOYEES ARE MEETING AND DOCUMENTING ALL OSHA AND JOB SPECIFIC SAFETY REQUIREMENTS AS REQUIRED BY LAW AND BY CONTRACT. PERSONAL PROTECTIVE EQUIPMENT SHALL BE PROVIDED AND UTILIZED AS REQUIRED. MECHANICAL CONTRACTOR SHALL PAY ALL FINES LEVIED BY OSHA FOR FAILURE TO COMPLY WITH OSHA REQUIREMENTS. 10. INSTALL ALL EQUIPMENT, DUCTWORK AND PIPING AS HIGH AS POSSIBLE. PRIOR TO ROUGH-IN COORDINATE ELEVATIONS WITH OTHER TRADES. WHERE VISIBLE, ORIENT PERPENDICULAR AND/OR PARALLEL TO STRUCTURE. EQUIPMENT 1. PROVIDE EQUIPMENT AS SHOWN ON EQUIPMENT SCHEDULES AND PLAN NOTES. SUBSTITUTIONS TO LISTED EQUIPMENT SHALL BE AT RISK OF CONTRACTOR. SUBSTITUTIONS SHALL ONLY BE ALLOWED IF ITEMS ARE EQUAL IN ALL ASPECTS. 2. PROVIDE SUBMITTALS TO ELECTRICIAN AS REQUIRED FOR COORDINATION OF ALL ELECTRICAL POWER WIRING. INCLUDE WIRING DIAGRAMS AND CABLING REQUIREMENTS FOR REFERENCE. COORDINATE ALL INTERLOCKS AS NEEDED. PROVIDE SINGLE POINT CONNECTION KITS AS NEEDED. 3. INSTALL ALL EQUIPMENT IN FULL ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND CLEARANCE REQUIREMENTS. PROVIDE ALL REQUIRED MOUNTING OR HOUSEKEEPING PADS. G.C. SHALL PROVIDE LEVEL GRADE FOR EXTERIOR MOUNTED EQUIPMENT. M.C. SHALL PROVIDE ALL HOISTING AND RIGGING NEEDED TO SET ALL HVAC EQUIPMENT. 4. ALL EQUIPMENT SHALL BE INSTALLED AS NEEDED TO PREVENT OBJECTIONABLE NOISE AND/OR VIBRATION. M.C. SHALL PROVIDE VIBRATION PADS, SPRING ISOLATORS, ATTENUATORS AND ACCESSORIES AS NEEDED. DUCTWORK 1. CONCEALED ROUND DUCTWORK SHALL BE CONSTRUCTED PER SMACNA LOW PRESSURE STANDARDS 1" PRESSURE CLASS, 5' MAXIMUM JOINT LENGTHS, SEAL CLASS B LONGITUDINAL SEAM SNAP LOCK PIPE AND ADJUSTABLE FITTINGS. 2. EXPOSED ROUND DUCTWORK (OR WHERE SPIRAL IS INDICATED ON THE PLANS) SHALL BE LINDAB OR EQUAL GALVANIZED STEEL CONFORMING TO ASTM STANDARDS A653 AND A924 GASKETED SPIRAL DUCTING WITH NO SEALER. EDPM RUBBER GASKET SHALL BE U.L. CLASSIFIED RATING OF FLAME SPREAD 0 AND SMOKE DEVELOPED 5 IN ACCORDANCE WITH ASTM STANDARD E84-91A SMACNA LEAKAGE CLASS 3. FITTINGS SHALL BE MANUFACTURED USING ONE OR MORE OF THE FOLLOWING CONSTRUCTION METHODS: OVERLAPPED EDGES STITCH WELDED ALONG THE ENTIRE LENGTH OF THE FITTING, STANDING SEAM GORE LOCKED AND INTERNALLY SEALED, BUTTON PUNCHED AND INTERNALLY SEALED. ELBOWS 3-INCH THROUGH 12-INCH DIAMETER WILL BE DIE STAMPED AND CONTINUOUSLY STITCH WELDED. 2. PROVIDE SHEET METAL 90 FOR ALL TURNS GREATER THAN 45 DEGREES. DO NOT USE FLEXIBLE DUCT FOR CHANGES IN DIRECTION GREATER THAN 45 DEGREES. 3. PROVIDE MANUAL BALANCING DAMPERS FOR ALL SUPPLY AIR RUNS. ROUND DAMPERS SHALL BE SECURED ON BOTH SIDES OF DUCT AND SHALL CONTAIN LOCKING HANDLE. SPIRAL DUCTS SHALL USE SPIRAL STYLE DAMPERS WITH FULL WIDTH SHAFTS AND NYLON BEARINGS AT EACH END. RECTANGULAR DUCTS SHALL USE MULTI OR SINGLE BLADE WELDED FRAMED DAMPERS WITH JACK SHAFTS AND LOCKING HANDLE. INSTALL NYLON RIBBON ON ALL DAMPER HANDLES LOCATED IN INSULATED DUCTING. DO NOT INSTALL DAMPERS IN NON ACCESSIBLE LOCATIONS. PROVIDE INTEGRAL DAMPERS WITH DIFFUSER IN NECK IF NO ACCESSIBLE LOCATION IS POSSIBLE. ALL SUPPLY AIR RUNS SHALL HAVE MEANS OF BALANCE. RETURN AND EXHAUST AIR RUNS SHALL CONTAIN DAMPERS WHERE SHOWN ON PLANS. 4. INSULATED FLEXIBLE DUCTING SHALL NOT EXCEED 25 FEET. ALL FLEX SHALL BE LISTED FLEXIBLE DUCT, FLEXIBLE CONNECTORS ARE NOT ACCEPTABLE. FLEXIBLE DUCT EQUAL TO FLEXIBLE DUCT CLASS 1 AIR DUCT, DOUBLE LAMINATED POLYESTER FILM ON STEEL WIRE REINFORCING, INSULATED WITH SCRIM REINFORCED METALIZED POLYESTER OUTER FIRE RETARDANT JACKET. R-4.2 FOR CONDITIONED SPACES AND R-6.0 FOR ANY SPACES OUTSIDE BUILDING THERMAL ENVELOPE. FLEX DUCTS SHALL NOT BE RUN THROUGH WALLS OR FLOORS. PROVIDE HARD DUCTED SLEEVES AS NEEDED. 5. RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA LOW PRESSURE DUCT STANDARDS, +/- 1.0" W.C. FROM ASTM A 653/A 653M G-90 COATED GALVANIZED SHEET STEEL. SEAMS SHALL BE PITTSBURGH CONSTRUCTION, NO BUTTON PUNCH OR SNAP LOCK SEAMS ARE ACCEPTABLE. SEAL ALL TRANSVERSE AND LONGITUDINAL SEAMS WITH WATER BASED DUCT SEALER, SEAL CLASS B. GAUGE AND JOINT CLASSIFICATIONS ACCEPTABLE ARE AS FOLLOWS, ALL SECTION LENGTHS ARE 48" MAXIMUM, REFER TO SMACNA RIGIDITY TABLES FOR GAUGES ON LONGER SECTIONS IF REQUIRED: < 12" 26 GAUGE, FLAT S AND DRIVE 12"-24" 24 GAUGE, FLAT S AND DRIVE 25"-34" 22 GAUGE, STANDING S AND FLAT DRIVE 34"-40" 22 GAUGE, STANDING S AND STANDING DRIVE >40" REFER TO SMACNA FOR STANDARDS. 6. DUCT HANGERS: COMPLY WITH SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE," CHAPTER 5, "HANGERS AND SUPPORTS." PROVIDE GALVANIZED MINIMUM 22 GAUGE 1" WIDE STRAP TO HANG RECTANGULAR DUCTWORK SMALLER THAN 30" WIDE. DUCT HANGERS FOR RECTANGULAR SHEET METAL DUCTS 30" AND LARGER SHALL BE TRAPEZE STYLE USING UNI-STRUT AND 3/8" OR 1/2" ROD. PROVIDE GRIPPLE, DURODYNE OR EQUAL CABLE HANGERS FOR HANGING ROUND DUCTWORK. SUPPORT ALL HANGERS FROM STRUCTURE PER SMACNA STANDARDS.HANGERS FOR SPIRAL DUCTS GREATER THAN 28" IN DIAMETER SHALL BE HUNG WITH ROD AND DUCT CLAMP. FLEXIBLE DUCTING SHALL BE SUPPORTED USING MINIMUM 2" WIDE NYLON STRAP. ALL INTERVALS ARE PER SMACNA. 7. FOR ALL RETURN AIR, PROVIDE OPENINGS, PATHWAYS, TRANSFERS, COORDINATE UNDERCUTS, ETC. AS REQUIRED TO RETURN AIR SUPPLIED TO SPACES BACK TO AIR HANDLING UNIT. DUCT ACCESSORIES 1. COORDINATE WITH ARCHITECTURAL DRAWINGS AND PROVIDE FIRE AND FIRE AND SMOKE DAMPERS AT FIRE RATED ASSEMBLY PENETRATIONS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND WHERE SHOWN ON PLANS. 3. PROVIDE FLASHING MATERIALS AND OR SLEEVES AS REQUIRED FOR ALL DUCT PENETRATIONS OF NON RATED ELEMENTS. EXPOSED PENETRATIONS SHALL BE FLASHED WITH SHEET METAL TIGHT TO WALLS. 4. PROVIDE HIGH EFFICIENCY TAKE OFFS, PEAL AND STICK STYLE ATTACHED TO RECTANGULAR DUCTING WITH SHEET METAL SCREWS FOR ALL ROUND SUPPLY AIR TAKE OFFS AND SADDLES. 5. REGISTERS, GRILLES AND DIFFUSERS SHALL BE EQUIVALENT TO SCHEDULED PRODUCTS. SUBSTITUTION OF RESIDENTIAL STAMPED STYLE PRODUCTS FOR COMMERCIAL PRODUCTS WILL NOT BE ACCEPTED. DUCT INSULATION 1. ALL DUCT INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS (ON THE FLAME SPREAD TEST SCALE) AND SMOKE DEVELOPMENT OF 50 OR LESS (ON THE SMOKE TEST SCALE) OR AS DEFINED BY NFPA 255 STANDARD METHOD OF TESTING OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, LOCAL CODES AND LOCAL AUTHORITIES HAVING JURISDICTION. DUCT WRAP SHALL BE FIBERGLASS MATERIAL PER ASTM C-411,ASTM C-1104,ASTM C665, ASTM C-1338, ASTM E-84, UL723, NFPA 90A,CAN/ULC S102-1188,ASTM C1290, ASTM C553, ASTM C1136. 2. INSULATION: INSTALL ALL INSULATION IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS IN A TIGHT AND NEAT MANOR. NO SAGGING, FRAYED OR TORN INSULATION WILL BE EXCEPTED. UNLESS OTHERWISE NOTED ON PLANS DUCTWORK SHALL BE INSULATED AS FOLLOWS: SA- 1-1/2" FIBERGLASS DUCT WRAP WITH FSK FACING, 75 #/FT3 MINIMUM APPLIED R-3.5. RA NONE REQUIRED UNLESS NOTED ON PLANS. SA/RA IN RETURN AIR PLENUMS OR CONDITIONED SPACES WHERE NOT CONCEALED BY DRYWALL CEILING OR BULKHEAD CONSTRUCTION WITHIN THE BUILDING INSULATION LINE NONE REQUIRED. LINERS: PLENUMS, REGISTER BOXES, AND RTU DROPS SHALL BE MINIMUM 1" THICK 1-1/2 # DENSITY PER CU. FT., HAVING MAT FACED OR MONOLITHIC CONSTRUCTION WITH SKIN SMOOTH MICROBIAL SURFACE TO WITHSTAND VELOCITIES TO 4000 FPM. INSULATION SHALL FIT SNUGLY AGAINST THE INTERIOR DUCT SURFACES, AND BE FASTENED TO THE DUCT WITH A 50% HEAVY COAT OF RECOMMENDED ADHESIVE AND METAL FASTENERS WHICH DO NOT PIERCE THE DUCT, SPACED AT 12” CENTERS. ALL EXPOSED EDGES OF THE INSULATION SHALL BE COATED WITH MANUFACTURED RECOMMENDED ADHESIVE. SIZES ON PLANS INDICATE FREE AREA. EA- NONE REQUIRED UNLESS NOTED ON PLANS. OA- IN UNCONDITIONED OR ATTIC SPACES OUTSIDE THE BUILDING ENVELOPE; 1-1/2" MINIMUM R-3.5 FSK DUCT WRAP. OA- EXPOSED OR IN MECHANICAL ROOMS, 1-1/2 FIBERGLASS RIGID BOARD INSULATION WITH FOIL SCRIM LAGGED WITH 0.024 Al JACKET. OA- IN UNCONDITIONED OR ATTIC SPACES OUTSIDE THE BUILDING ENVELOPE; 1-1/2" FIBERGLASS DUCT WRAP WITH FSK FACING, 75 #/FT3 MINIMUM APPLIED R-4.0 INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS PIPING 3. REFRIGERATION PIPING; A. SYSTEMS 5 TONS OR LESS; MANUFACTURED REFRIGERANT LINE SETS: ANNEALED-COPPER SUCTION AND LIQUID LINES FACTORYCLEANED, DRIED, PRESSURIZED WITH NITROGEN, SEALED, AND WITH SUCTION LINE INSULATED. PROVIDE IN STANDARD LENGTHS FOR INSTALLATION WITHOUT JOINTS, EXCEPT AT EQUIPMENT CONNECTIONS OR ACCESSIBLE LOCATIONS. CONNECTIONS AND WROUGHT-COPPER FITTINGS WHERE REQUIRED SHALL BE BRAZED WITH MINIMUM 8% SIL-FLOS. B. ALL INSULATION EXPOSED TO OUTDOORS SHALL BE EITHER PVC LAGGED OR SHALL BE PAINTED WITH ARMA-FINISH FR UV PROTECTING PAINT. C. LINES SHALL BE RUN KINK FREE AND GENERALLY CONTINUOUS AND AT 90 DEGREE ANGLES TO STRUCTURE. AVOID JOINTS WHEN POSSIBLE. ALL REQUIRED JOINTS SHALL BE MADE IN ACCESSIBLE LOCATIONS OR M.C. SHALL PROVIDE ACCESS PANELS AS NEEDED. ALL BENDS SHALL BE MADE WITH LONG RADIUS FITTINGS OR WITH MECHANICAL BENDING TOOL TO PROVIDE SMOOTH LONG RADIUS TURNS. SUPPORT ALL PIPING WITHOUT CRUSHING OR DEPRESSING INSULATION. USE REFRIGERATION STYLE CUSH CLAMPS MOUNTED TO STRUT, DO NOT LAY PIPING ON STRUCTURAL BUILDING MEMBERS. SLEEVE ALL PENETRATIONS AND SEAL WATER TIGHT. D. PRESSURE TEST, TRIPLE EVACUATE AND PREPARE ALL PIPING IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5. CONDENSTATE PIPING A. PROVIDE TRAPS BUILT FROM INDIVIDUAL FITTINGS ON ALL EVAPORATOR DRAIN PANS MINIMUM DEPTH 1.5 TIMES BLOWER BLOCKED TIGHT STATIC PRESSURE. ALL TRAPS SHALL BE CONSTRUCTED WITH PVC 90S (MANUFACTURED RUNNING TRAP FITTINGS ARE NOT ACCEPTABLE). PROVIDE ALL TRAPS WITH CLEAN OUTS AND REMOVABLE CAPS AS NEEDED FOR MAINTAINING LINES. B. HVAC CONTRACTOR SHALL COORDINATE CONDENSATE DISPOSAL POINTS WITH P.C. HVAC CONTRACTOR IS RESPONSIBLE FOR PIPING FROM EVAPORATOR COILS TO DISPOSAL POINT. P.C. IS RESPONSIBLE FOR STAND PIPES, FLOOR AND HUB DRAINS AS NEEDED. C. MATERIALS: POLYVINYL CHLORIDE DRAIN, WASTE AND VENT PIPE (PVC) SCHEDULE 40 MINIMUM SIZE 3/4" .WRAPPED IN RETURN AIR PLENUMS WITH RA RATED MATERIAL. D. PROVIDE CONDENSATE PUMPS AS REQUIRED WITH HIGH LEVEL SHUT DOWN SWITCHES INTERLOCKED TO A/C UNITS. E. PITCH ALL PIPING MINIMUM 1 4" PER FOOT. SUPPORT PIPING AT MINIMUM 5'-0" INTERVALS. SECURE FINAL CONNECTION AT SEWER WITH MINIMUM 1-1/2" AIR GAP CONNECTION. F. INSULATE ALL PIPING IN RA PLENUMS AND ABOVE HARD CEILINGS WITH MINIMUM 3/8" WALL ARMAFLEX INSULATION. 18. FIRE STOPPING. a. FIRE STOPPING SYSTEMS SHALL BE IN FULL COMPLIANCE WITH SECTIONS 714 AND 717 OF THE IBC AND SECTION 607 OF THE IMC. b. CONTRACTOR SHALL MAKE REFERENCE TO ARCHITECTURAL PLANS AND PROVIDE ALL REQUIRED FIRE STOPPING. c. CONTRACTOR SHALL PROVIDE AHJ WITH FULL SUBMITTAL INDICATING METHODS OF CONSTRUCTION AND UL LISTINGS FOR EACH PENETRATION SYSTEM USED. d. DUCTS AND AIR TRANSFER OPENING PENETRATIONS OF ASSEMBLIES REQUIRED TO BE PROTECTED AND IN NON FIRE-RESISTANCE-RATED FLOORS SHALL COMPLY WITH SECTIONS 717. e. FIRE DAMPERS, SMOKE DAMPERS, COMBINATION FIRE/SMOKE DAMPERS AND CEILING RADIATION DAMPERS LOCATED WITHIN AIR DISTRIBUTION AND SMOKE CONTROL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 607 OF THE IMC. AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LISTING. f. ACCESS DOORS SHALL BE PERMITTED IN CEILINGS OF FIRE-RESISTANCE-RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES PROVIDED SUCH DOORS ARE TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263 AS HORIZONTAL ASSEMBLIES AND LABELED BY AN APPROVED AGENCY FOR SUCH PURPOSE. ALL ACCESS DOORS SHALL BE PROVIDED BY TRADE MAKING PENETRATIONS. CHECK TEST AND START UP REQUIREMENTS 1. ALL HVAC EQUIPMENT INSTALLATIONS SHALL BE VERIFIED AND STARTED UP PER MANUFACTURERS RECOMMENDATIONS. VERIFY ALL MODES OF OPERATION. CONFIGURE ALL CONTROLS AND PROGRAM OCCUPANCIES PER OWNER PROVIDED SCHEDULES. 2. LABEL ALL MAJOR PIECES OF EQUIPMENT WITH LAMACOID PLASTIC, BLACK WITH WHITE LETTERS. SIZE TO BE CONSISTENT WITH EQUIPMENT BEING LABELED. LENGTH AND WIDTH VARY FOR REQUIRED LABEL CONTENT. THERMOSTAT AND SENSOR LABELS SHALL BE ADJUSTED TO PROVIDE ESTHETIC APPEARANCE. 3. PROVIDE AIR BALANCE BY CONTRACTOR. CONTRACTOR SHALL BALANCE SUPPLY, RETURN, OUTSIDE, RELIEF AND EXHAUST AIR SYSTEMS IN ACCORDANCE WITH CURRENT SMACNA, NEEB OR AABC STANDARDS TO DESIGN VALUES AND PROVIDE WRITTEN REPORT TO ARCHITECT. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL DEVICES, DRIVES, SHEAVES, MOTOR CHANGES AND REWORK AS REQUIRED TO MEET DESIGN REQUIREMENTS. 4. TEMPERATURE CONTROL WORK SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR. PROVIDE ALL COMPONENTS INCLUDING T/S, T/S WIRE (PLENUM RATED IN RA PLENUMS), SWITCHES, ACTUATORS ETC. AS REQUIRED FOR A COMPLETE SYSTEM. PRIOR TO ROUGH-IN COORDINATE FINAL LOCATION FOR ALL CONTROLS WITH OWNERS REPRESENTATIVE. 5. CLOSE OUT: PROVIDE MANUFACTURERS OPERATION AND MAINTENANCE MANUALS, AIR BALANCE REPORT AND AS BUILT DRAWINGS. PROVIDE (1) TRAINING SESSION TO OWNER SELECTED PERSONNEL AS REQUESTED AND PROVIDE WARRANTY INFORMATION FOR ALL MANUFACTURERS WARRANTED EQUIPMENT. ABBREVIATIONSSYMBOLS AFF ABOVE FINISHED FLOOR ACCU AIR COOLED CONDENSING UNIT AHU AIR HANDLING UNIT AWH ARCHITECTURAL WALL HEATER BDD BACK DRAFT DAMPER BOD BOTTOM OF DUCT BOB BOTTOM OF BEAM BTUH BRITISH THERMAL UNIT PER HOUR CFM CUBIC FEET PER MINUTE CWH COMMERCIAL WALL HEATER DEG F DEGREES FARENHEIT DB DRY BULB Ø ROUND DUCT EA EACH OR EXHAUST AIR EG EXHAUST GRILLE EADB ENTERING AIR DRY BULB EAWB ENTERING AIR WET BULB EC ELECTRICAL CONTRACTOR ECH ELECTRIC CEILING HEATER EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE " W.C. EUH ELECTRIC UNIT HEATER EWH ELECTRIC WALL HEATER F FURNACE FC FAN COIL FD FIRE DAMPER FD/SD FIRE AND SMOKE DAMPER FPM FEET PER MINUTE FPVAV FAN POWERED VAV FT FEET FSK FOIL SCRIM VAPOR BARRIER GC GENERAL CONTRACTOR GPM GALLONS PER MINUTE GUH GAS UNIT HEATER HD HOOD HP HEAT PUMP OR HORSE POWER IN INCHES IR INFRA RED LAT LEAVING AIR TEMPERATURE LS LINEAR SLOT DIFFUSER MAN MANUAL MBH 1000 BTUH MC MECHANICAL CONTRACTOR MCC MOTOR CONTROL CENTER MFR MANUFACTURER MUA MAKE UP AIR OA OUTSIDE AIR PC PLUMBING CONTRACTOR DHU DEHUMIDIFICATION UNIT PRV PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH PTAC PACKAGED TERMINAL AIR CONDITIONER RA RETURN AIR RJ ROOF JACK RPM REVOLUTIONS PER MINUTE RTU ROOF TOP UNIT SA SUPPLY AIR TCC TEMPERATURE CONTROL CONTRACTOR TSP TOTAL STATIC PRESSURE UON UNLESS OTHERWISE NOTED VAV VARIABLE AIR VOLUME WC WALL CAP WIC WALK IN COOLER WIF WALK IN FREEZER AIR COOLED CONDENSING UNIT MANUAL VOLUME DAMPER LOCKING WITH SHAFT FIRE DAMPER ROUND MOTORIZED DAMPER M COMBINATION FIRE/SMOKE DAMPER THERMOSTAT EXHAUST GRILLE ROOF EXHAUST FAN TURNING VANES DOUBLE THICKNESS XXX X-# FD FD SD ROOF TOP UNIT W/D W/D HORIZONTAL FURNACE OR FC WITH SECONDARY DRAIN PAN HORIZONTAL AIR COOLED CONDENSING UNIT WALL MOUNTED EXHAUST FAN SUPPLY AIR DIFFUSER RETURN AIR REGISTER OR GRILLE ROUND DIFFUSER LINEAR OR SLOT DIFFUSER CEILING MOUNTED EXHAUST FAN ACCU FC F AC DIRECT DUCT MOUNTED REGISTER DIFFUSER TAG EWHELECTRIC WALL HEATER SQUARE TO ROUND TRANSITION SHEET METAL DUCT WIDTH BY DEPTH LINED SHEET METAL DUCT FREE AREA WIDTH BY DEPTH. ACCESS DOOR SQUARE SHEET METAL 90 PROVIDE WITH DOUBLE THICKNESS TURNING VANES. RADIUS SHEET METAL 90, R=1.5*D ROUND BRANCH DUCT SADDLE ON ROUND DUCT. 45 DEG BRANCH DUCT TAKE OFF ON RECTANGULAR. STRAIGHT ROUND TAP BRANCH DUCT TAKE OFF. M RECTANGULAR MOTORIZED DAMPER BOOT MOUNTED REGISTER MARK CFM T HPOR AIR COOLED HEAT PUMP EF VERTICAL FURNACE OR FC RADIANT FIRE DAMPER RFD THERMOSTAT IN LOCK BOX SENSORS, TEMPERATURE, HUMIDITY CARBON MONOXIDE SENSOR CARBON DIOXIDE SENSOR NITROGEN OXIDE SENSOR NO CO2 CO S T DUCT SMOKE DETECTOR SD H MOTOR CONTROL CENTER MCC ACCESS DOOR HVAC ABBREVIATIONS, SYMBOLS, & SPECIFICATIONS REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 07/14/21 100 SF10 x 10197 SF10 x 2036 SF5 x 7.524 SF5 x 549 SF10 x 549 SF10 x 524 SF5 x 573 SF10 x 7.573 SF 10 x 7.549 SF10 x 549 SF10 x 5OFFICE 101 TELECOM 103BREAKROOM 102 WC 105 JANITOR 104 6" W.C. S-2 140 10"Ø8"Ø8"Ø10" WC10"Ø6"Ø MEF-5 150 EF-4 75 S-2 160 S-1 50 S-1 100 S-2 140 S-2 140 S-2 1408"ØS-2 140 14/12R-1 R-1 10"Ø 10"Ø 14/12 8"Ø F-1 2.5 TON T 8"Ø8"Ø 8"Ø 10"Ø EF-1 75 M002 HVAC DETAILS, AND SCHEDULES REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 30° MAX O CONCENTRIC TRANSITION MAX, 45 DEG. DIVERGING AND 60 DEG. CONVERGING OFFSET. PROVIDE MINIMUM 2" STRAIGHT SECTION AT EACH END. MAX 30 DEG. ECCENTRIC TRANSITION MAX, 30 DEG. 30° MAX NOTE: IN GENERAL, ELBOWS TO HAVE FULL TURNING RADIUS (R=A). WHERE "R" IS EQUAL TO OR GREATER THAN "A" MINIMUM RADIUS (R) = 4 INCHES. R=A A DUCT CONSTRUCTION DETAILSB 45 DEG. OCL CONNECTION TAKE OFF. HAMMER LOCKED OR FLANGED AND FULLY SEALED RECTANGULAR DUCT BRANCH AIR FLOWV.D. 45 DEG. HIGH EFFICIENCY TAKE OFF COMPLETELY SEALED ROUND SHEET METAL DUCT TO DIFFUSER 118" NOTE: DOUBLE THICKNESS TURNING VANES TO BE USED WHERE NORMAL RADIUS ELBOW IS IMPRACTICAL & WHERE ELBOW IS WITHIN 5 FT OF A BRANCH TAKE-OFF.AIR FLOWAGA GAS SHUT OFF, DIRT LEG AND UNION. PROVIDE TREATED WOOD BLOCKING AND GALVANIZED CLAMP SUPPORT. PLACE EXTRA ROOF MEMBRANE BETWEEN BLOCK AND ROOF MEMBRANE. TYP.3/4 PVC TRAPPED COND. DRAIN. PROVIDE CLEAN OUT AND CONCRETE SPLASH BLOCK. FILTERED FRESH AIR INTAKE HOOD MAINTAIN MINIMUM OF 10'-0" FROM ALL EXHAUST AND PLUMBING VENTS 3" MIN. CUT ROOF ONLY AS NEEDED FOR DUCT DROPS. PROVIDE R-13 BATT INSULATION PLACED ON REMAINING DECK FOR SOUND ABSORPTION. ELECTRICAL DISCONNECT BY UNIT MANUFACTURER MAINTAIN MINIMUM OF 10'-0" FROM EDGE OF ROOF 48" LONG SHEET METAL DROPS LINED WITH 1" DUCT LINER SIZE TO MATCH CURB OPENING. FLEXIBLE DUCT CONNECTOR. PROVIDE NEOPRENE CURB TAPE AT DUCT CONNECTION SEAL AIR TIGHT. STEEL ANGLE FRAME BY STEEL ERECTION CONTRACTOR COORDINATE SIZES WITH STEEL SHOP DRAWINGS. H NO SCALE ROOF MOUNT RTU DETAIL NO SCALE E SCALE: 1/4" = 1'-0" ENLARGED OFFICE HVAC PLAN N GENERAL NOTES: 1. REFERENCE SHEET M001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET M002 FOR DETAILS AND SCHEDULES. OFFICE AREA FURNACE DETAILA PROVIDE LINED SHEET METAL RETURN AIR FURNACE BOX UNDER ALL FURNACES. NO SIDE FURNACE CONNECTIONS ALLOWED. MANUFACTURERS FILTER RACK WITH 2" PLEATED MERV 8 FILTER. PVC VENT AND COMBUSTION AIR PIPING ROUTED TO CONCENTRIC ROOF VENT. PITCH TOWARD FURNACE MINIMUM 1/4" PER FOOT. INSTALL PER MANUFACTURERS INSTRUCTIONS. PROVIDE OPEN SITE DRAIN CONNECTION TO PROTECT COMBUSTION BLOWER TRAPPED PRIMARY AND INDEPENDENT SECONDARY 3/4" PVC DRAIN LINE. ROUTE SECONDARY TO DRAIN PAN. ROUTE PRIMARY DRAIN TO INDIRECTION CONNECTION AT HUB/DRAIN IN MECH ROOM. MINIMUM SLOPE 1/4" PER FOOT. SECURE LINE AND TIE OFF AT DRAIN. UPFLOW FURNACE 16" MIN. MATCHING WIDTH CASED EVAPORATOR COIL SEALED TO FURNACE AND SUPPLY AIR DUCT. REFRIGERATION GRADE TYPE L COPPER LINE SET WITH 1/2" WALL ARMAFLEX SIZE PER MANUFACTURE AGA GAS VALVE, DIRT LEG AND UNION CONNECTED TO FURNACE. PROVIDE MINIMUM 1-1/2 DEEP SEALED SECONDARY DRAIN PAN WITH MOISTURE SWITCH. WIRE SWITCH TO SHUT DOWN FURNACE IF PRIMARY DRAIN FAILS RA DUCT TO ATTIC SEAL AIR TIGHT AT CEILING PENETRATION SA/RA DUCTS FLEXIBLE DUCT CONNECTOR M FRESH AIR DUCT WITH MOTORIZED DAMPER INTERLOCKED TO FURNACE BLOWER. PROVIDE MANUAL VD AND BALANCE TO SCHEDULED CFM. NO SCALE LAY-IN DIFFUSER DETAIL NO SCALE D SECURE FLEXIBLE DUCT TO SUPPLY DIFFUSER ELBOW FITTING WITH DRAWBANDS. SHEET METAL ELBOW SEAL ALL RIBS AND CONNECTION TO DIFFUSER NECK SUPPLY DIFFUSER ACT CEILING FLEX DUCT MAXIMUM LENGTH SHALL NOT EXCEED 7'-0" REFERENCE ARCHITECTURAL REFLECTED CEILING PLAN AND ELECTRICAL LIGHTING PLAN AND COORDINATE INSTALLATION WITH ALL CEILING ELEMENTS. RA DROP E RTU-1 RA DROP DETAIL SCALE: NONE GALVANIZED DUCT HANGER STRAP SECURED TO STRUCTURE ABOVE. FRAMED OPENING ON TOP OF DUCT COVERED WITH GALVANIZED WELDED WIRE SCREEN. 20X20. SECURE AND SEAL DROP TO RTU CURB FRAME. BUTTER TOP OF LINER FULL PERIMETER OF OPENING MINIMUM 48" LINED DUCT RUN OUT MOUNTED AS HIGH AS POSSIBLE. WITH ROOFING CONTRACTOR COORDINATE LOCATION/TYPE PITCH POCKET MOUNTED ON 2" SQUARE AIR COOLED CONDENSER SLOPE GALVANIZED EQUIPMENT RAIL EQUIPMENT SUPPORTS LIKE PATE EQ-1 NEMA 3R DISCONNECT SIZED AND INSTALLED PER NEC. MOUNT TO SIDE OF UNIT GFCI WHERE SHOWN ON PLANS MIN. 8" VIBRATION PAD LIKE DIVERSITECH #MP-2E ANTI-VIBRATION PAD MECHANICALLY FASTENED LINE SETS VIA CUSH CLAMPS AND TREATED 4x4'S REFRIGERANT TUBING WITH 1/2" WALL MIN. ARMAFLEX INSULATION. INSULATION LOCATED OUTDOORS SHALL BE PAINTED WITH UV RESISTANT ARMAFLEX PAINT. INVERTED TRAP, PITCH SUCTION LINE TOWARD COMPRESSOR. PROVIDE OIL RETURN TRAPS PER MANUFACTURES PIPING RECOMMENDATIONS. INSTALL ALL REFRIGERATION SPECIALTIES AS INDICATED ON EQUIPMENT SCHEDULES. C SCALE: NONE ROOF MOUNT ACCU DETAIL WITH SLIP SHEET UNDER RAIL SET ON ROOF MEMBRANE 1 10/15/20BID ADDEN. 002 1 1 1 1 1 07/14/21 UP A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 1414 15 16 17 OFFICE 101 ELEC. 106 STAIR 108 SPRINKLER 107 ELEV. 109 TELECOM 103 STORAGE UNITS 100 CONC P2 1 CORRIDOR 110 BREAKROOM 102 WC 105JANITOR 104 100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10197 SF10 x 2024 SF5 x 549 SF10 x 5147 SF10 x 15147 SF10 x 15145 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.572 SF10 x 7.536 SF5 x 7.524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF 10 x 5 49 SF 10 x 5 49 SF 10 x 5 49 SF 10 x 5 49 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5153 SF10 x 15 153 SF10 x 15151 SF10 x 1549 SF10 x 549 SF10 x 599 SF10 x 1024 SF5 x 5147 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.549 SF10 x 549 SF10 x 5EWH-1 EWH-1 EF-3 600 S-4 200 S-4 200 S-3 200 S-4 200 S-4 200 S-3 200 S-3 200 S-3 200 S-3 200 S-4 200 S-4 200 16/10 14/10 10"Ø10"Ø20/12 8"Ø S-3 200 20/12 UP T 8"Ø12/10 LV-1 17 A A.1 B B.1 C C.1 D 32 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 111 STORAGE UNITS 100 CONC P2 1 VESTIBULE 112100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF 10 x 5 49 SF 10 x 5 49 SF 10 x 5 49 SF 10 x 5 49 SF 10 x 5 49 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 599 SF10 x 10252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25153 SF10 x 15252 SF10 x 25249 SF10 x 25253 SF10 x 25157 SF10 x 1598 SF10 x 1049 SF 10 x 5 49 SF10 x 599 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 5252 SF10 x 25252 SF10 x 25252 SF10 x 2524 SF5 x 549 SF10 x 549 SF10 x 5100 SF10 x 10EWH-1 S-3 200 S-3 200 S-3 200 S-3 200 S-3 200 S-3 200 S-3 200 S-4 200 S-4 200 10/1012/10 10/10 10"Ø22/10 24/14 UP 10/10 10"Ø8"Ø8"Ø10"ØS-3 20010"Ø 10/10 14/10 EWH-1 M100 FIRST FLOOR HVAC PLAN REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" FIRST FLOOR HVAC PLAN AREA A 2 SCALE: 1/8" = 1'-0" FIRST FLOOR HVAC PLAN AREA B NOT USED NOT USED PROVIDE COOLING ONLY, LINE VOLTAGE THERMOSTAT. KEY NOTES: GENERAL NOTES: 1. REFERENCE SHEET M001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET M002 FOR DETAILS AND SCHEDULES. N 1 M002 MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A 1 2 1 1 1 1 10/15/20BID ADDEN. 002 1 3 3 07/14/21 DN UP A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEV. 202 STAIR 201 201STORAGE UNITS 200 CONC P2 1 ENCLOSED SOFFIT SPACE102 SF10 x 10102 SF10 x 1099 SF10 x 10150 SF10 x 15100 SF10 x 10100 SF10 x 10100 SF10 x 10154 SF10 x 15102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10187 SF10 x 18.599 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 5134 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15148 SF10 x 15148 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 5199 SF10 x 2049 SF10 x 549 SF10 x 525 SF5 x 599 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 10102 SF10 x 10149 SF10 x 15149 SF10 x 15134 SF10 x 13.5149 SF10 x 1549 SF10 x 599 SF10 x 1016/10 12"Ø 10"ØS-4 200 S-4 200 S-4 200 S-3 200 S-3 200 S-3 200 S-3 200 S-3 200 S-4 200 S-4 200 S-4 200 S-3 200 20/12 14/10 12"Ø 14/10 12"Ø S-4 200 S-4 20010"Ø10"Ø 10"ØS-4 200 24/16 18/12 10"Ø 20/12 DN 26/22 UP26/24 UP FD FD 20/12 DN 24/14 T 15 A A.1 B B.1 C C.1 D 32 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 203203 STORAGE UNITS 200 CONC P2 1 ENCLOSED SOFFIT SPACE 104 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 2099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 2099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 20156 SF10 x 1549 SF10 x 524 SF5 x 549 SF10 x 524 SF5 x 5149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15102 SF10 x 10102 SF10 x 10102 SF10 x 10149 SF10 x 15102 SF10 x 10S-4 200 S-4 200 S-4 200 S-3 200 S-3 200 S-4 200 S-4 200 S-4 200 S-3 200 S-3 200 S-4 20012/10 10"Ø 14/1012/12 18/10 10"Ø 8"Ø 8"Ø10"ØS-4 200 22/12 24/14 DN 24/14 DN 26/22 UP26/24 UP FD FD 22/12 T S-4 20010"Ø 14/10M200 SECOND FLOOR HVAC PLANS REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" SECOND FLOOR HVAC PLAN AREA A 2 SCALE: 1/8" = 1'-0" SECOND FLOOR HVAC PLAN AREA B MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A N NOT USED NOT USED NOT USED NOT USED PROVIDE FIRE DAMPER AT FLOOR PENETRATION. NOT USED KEY NOTES: GENERAL NOTES: 1 1. REFERENCE SHEET M001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET M002 FOR DETAILS AND SCHEDULES. 2 3 4 5 5 5 6 1 1 1 1 10/15/20BID ADDEN. 002 1 07/14/21 DN A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEV. 302 STAIR 301 STORAGE UNITS 300 15102 SF10 x 10102 SF 10 x 1099 SF10 x 10150 SF7.5 x 12.599 SF10 x 1099 SF10 x 1099 SF10 x 10153 SF7.5 x 12.549 SF10 x 599 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10103 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10148 SF10 x 13.5139 SF10 x 13.5134 SF10 x 13.5141 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 15149 SF10 x 1549 SF10 x 549 SF 10 x 549 SF10 x 598 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5149 SF10 x 15149 SF10 x 1599 SF10 x 1020 SF5 x 320 SF5 x 3102 SF10 x 10102 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 5S-4 200 S-4 200 S-4 200 S-3 200 S-3 200 S-3 200 S-4 200 S-4 200 S-3 200 S-3 200 S-4 200 S-4 200 S-3 200 S-4 200 S-4 200 18/12 8"Ø16/10 14/10 10"Ø20/10 16/1012/10 10"Ø 12"Ø 10"Ø30/12 10"Ø 26/22 DN36/24 UP 40/22 UPFD FD26/24 DN 30/12 15 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 303 STORAGE UNITS 300 99 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 1599 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15150 SF10 x 1591 SF10 x 10149 SF10 x 15154 SF10 x 15149 SF10 x 15149 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 5149 SF10 x 15149 SF10 x 1599 SF10 x 10S-4 200 S-3 200 S-3 200 S-3 200 S-3 200 S-3 200 S-4 200 S-4 200 S-4 200 S-4 200 S-3 200 S-3 200 S-3 200 S-4 200 S-4 2008"Ø8"Ø 12/1016/1014/10 10"Ø 12"Ø 10"Ø 16/10 20/10 30/12 18/12 36/24 UP 40/22 UPFD FD 10"Ø26/24 DN 26/22 UP 30/12 M300 THIRD FLOOR HVAC PLAN AREA REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" THIRD FLOOR HVAC PLAN AREA A 2 SCALE: 1/8" = 1'-0" THIRD FLOOR HVAC PLAN AREA B MATCH LINE A-A MATCH LINE A-A N MATCH LINE A-A MATCH LINE A-A PROVIDE FIRE DAMPER AT FLOOR PENETRATION. KEY NOTES: GENERAL NOTES: 1 1. REFERENCE SHEET M001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET M002 FOR DETAILS AND SCHEDULES. 1 1 07/14/21 A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 1515 RTU-1 20 TON ACCU-1 2.5 TON 15 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 RTU-2 20 TON M400 ROOF HVAC PLAN AREA REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" THIRD FLOOR HVAC PLAN AREA A 2 SCALE: 1/8" = 1'-0" THIRD FLOOR HVAC PLAN AREA B MATCH LINE A-A MATCH LINE A-A N MATCH LINE A-A MATCH LINE A-A GENERAL NOTES: 1. REFERENCE SHEET M001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET M002 FOR DETAILS AND SCHEDULES. 07/14/21 P001 ABBREVIATIONS HW SAN PIPING LINETYPES HEATING WATER SUPPLY DOMESTIC SANITARY SEWER COLD WATER DOMESTIC SYMBOLS CW GASGAS NATURAL OR PROPANE ANCHOR / HANGER BALL VALVE GAS METER PIPE GUIDE "P" TRAP TEST PLUG PLUG VALVE WATER METER UNION THERMOMETER "Y" STRAINER PRESSURE GAUGE DROP PITCH DOWN IN DIRECTION OF ARROW RUN OUT OFF BOTTOM OF MAIN RUN OUT OFF TOP OF MAIN RISER TEE OFF SIDE OF MAIN PIPING SYMBOLS M GM P PLUMBING SPECIFICATIONS GENERAL 1. BID INSTRUCTIONS: CONTRACTORS SHALL PROVIDE BASE BID IN STRICT ACCORDANCE WITH DESIGN BASIS EQUIPMENT AND MATERIALS. PROJECT DOES ENCOURAGE COMPETITIVE PRICING AND ALLOWS FOR SUBSTITUTIONS OF EQUAL EQUIPMENT AND MATERIALS AGAINST THE BASIS OF DESIGN. SUBSTITUTE ITEMS WILL BE COMPARED AGAINST DESIGN BASIS DURING SUBMITTAL PROCESS. ENGINEER RESERVES THE RIGHT TO REJECT SUBSTITUTIONS FOUND NOT TO BE EQUAL TO ITEMS LISTED IN DESIGN BASIS. 2. PRIOR TO PROCUREMENT CONTRACTOR SHALL SUBMIT TO ARCHITECT FULL SUBMITTALS FOR ALL ENERGY CONSUMING OR PRODUCING ITEMS AND FOR ALL PLUMBING FIXTURES, VALVES, DRAINS, CLEAN OUTS, PIPING, PIPING ACCESSORIES, INSULATION AND PIPING HANGERS. SUBMITTALS SHALL BE DELINEATED WITH TAGS INDICATED ON PRINTS, CONTRACTORS NAME, PROJECT NAME. CLEARLY INDICATE ALL MODEL NUMBERS AND ALL ACCESSORIES AND OPTIONS BEING PROVIDED. SUBMISSIONS SHALL BE IN PDF FORMAT.ENGINEER RESERVES THE RIGHT TO REJECT ANY SUBSTITUTE ITEM. 3. CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE SITE TO EXAMINE ALL CONDITIONS THAT MAY IN ANY WAY AFFECT THE EXECUTION OF HIS WORK. HE SHALL ALSO EXAMINE THE DRAWINGS AND SPECIFICATIONS FOR OTHER BRANCHES OF WORK MAKING REFERENCE TO THEM FOR DETAILS OF EXISTING BUILDING CONDITIONS. NO EXTRAS WILL BE ALLOWED FOR FAILURE TO INCLUDE ALL REQUIRED WORK IN THE BID. CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS ENTERING INTO CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 4. THE DRAWINGS IN THIS SECTION ARE DIAGRAMMATIC AND ARE NOT INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONS OR CODIFIED REQUIREMENTS. DRAWINGS SHOW GENERAL INTENT OF SYSTEMS. P.C. SHALL PROVIDE AND PAY FOR ALL REQUIRED PERMITS. 5. UPON COMPLETION OF THE PLUMBING INSTALLATION, DEMONSTRATE TO THE ENGINEER AND/OR THE OWNER'S SATISFACTION THAT THE SYSTEMS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND APPLICABLE CODES. DEMONSTRATE THE DYNAMIC OPERATION OF EACH SYSTEM. VERIFY PROPER OPERATION OF EQUIPMENT, FILTERS ARE CLEAN AND COMPONENTS OF THE SYSTEM ARE INSTALLED AND ADJUSTED IN FULL ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 6. PLUMBING WORK SHALL BE COMPLETE IN EVERY DETAIL AND ALL MISCELLANEOUS ITEMS OF MATERIAL AND LABOR NECESSARY TO COMPLETE THE WORK DESCRIBED, SHOWN OR REASONABLY IMPLIED ON DRAWINGS OR SPECIFICATIONS SHALL BE INCLUDED IN THE CONTRACT. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE WORK WHERE REQUIRED, WHEN SUCH ADJUSTMENTS ARE NECESSARY FOR PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS ENTERING INTO CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 7. ALL WORK SHALL BE IN FULL ACCORDANCE WITH 2012 INDIANA PLUMBING CODE (INTERNATIONAL PLUMBING CODE 2006), 2010 INDIANA ENERGY CODE (2007 ASHRAE 90.1), 2014 INDIANA FUEL GAS CODE (2012 INTERNATIONAL FUEL GAS CODE) AND ALL PERTINENT STATE, COUNTY, CITY CODES AND ORDINANCES WITH INDIANA AMENDMENTS. 8. PLUMBING CONTRACTOR SHALL ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 9. DURING CONSTRUCTION ALL PLUMBING FIXTURES, TRIM AND OTHER EQUIPMENT SHALL BE PROTECTED AGAINST DAMAGE OR INJURY. ANY FIXTURES OR EQUIPMENT DAMAGED AND ANY TRIM WITH MARRED OR SCRATCHED FINISH SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 10. PLUMBING CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL WATER, GAS, STORM AND SEWER UTILITY ROUGH-INS AND SHALL CONSULT WITH THE CIVIL PLANS AND WITH LOCAL UTILITY COMPANY(S) PROVIDING ALL MATERIALS AND LABOR AND PAYING ALL COSTS NOT BORNE BY THE LOCAL UTILITY COMPANY(S) FOR INSTALLATION OF SERVICES INCLUDING SECURING AND PAYING FOR ALL REQUIRED PERMITS. 11. PLUMBING CONTRACTOR SHALL ENSURE EMPLOYEES ARE MEETING AND DOCUMENTING ALL OSHA AND JOB SPECIFIC SAFETY REQUIREMENTS AS REQUIRED BY LAW AND BY CONTRACT. PERSONAL PROTECTIVE EQUIPMENT SHALL BE PROVIDED AND UTILIZED AS REQUIRED. MECHANICAL CONTRACTOR SHALL PAY ALL FINES LEVIED BY OSHA FOR FAILURE TO COMPLY WITH OSHA REQUIREMENTS. 12. ALL PLUMBING MATERIALS INSTALLED IN RETURN AIR PLENUMS SHALL BE INSTALLED OR COVERED WITH MATERIALS AS REQUIRED TO PROVIDE FLAME RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 50. PRIOR TO ROUGH-IN CONSULT WITH M.C. TO VERIFY ALL LOCATIONS OF RETURN AIR PLENUMS. 13. FURNISH AND INSTALL ACCESS PANELS FOR ALL CONCEALED EQUIPMENT, PIPING VALVES, CLEANOUTS, ETC. ACCESS PANELS SHALL BE OF SUFFICIENT SIZE TO PROVIDE ADEQUATE WORKING CLEARANCE AND ACCESS. 14. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CUTTING AND PATCHING INCLUDING SAW CUTTING AND PATCHING OF EXISTING FLOORS AS REQUIRED TO ACCEPT NEW FLOORING. 15. UNLESS OTHERWISE NOTED, ROUTE ALL PIPING AS HIGH AS POSSIBLE AND ROUTE PERPENDICULAR AND/OR PARALLEL TO BUILDING STRUCTURE. EQUIPMENT 1. PROVIDE EQUIPMENT AS SHOWN ON EQUIPMENT SCHEDULES AND PLAN NOTES. SUBSTITUTIONS TO LISTED EQUIPMENT SHALL BE AT RISK OF CONTRACTOR. SUBSTITUTIONS SHALL ONLY BE ALLOWED IF ITEMS ARE EQUAL IN ALL ASPECTS. 2. PROVIDE SUBMITTALS TO ELECTRICIAN AS REQUIRED FOR COORDINATION OF ALL REQUIRED ELECTRICAL POWER WIRING. INCLUDE WIRING DIAGRAMS AND CABLING REQUIREMENTS FOR REFERENCE. COORDINATE ALL INTERLOCKS AS NEEDED. PROVIDE SINGLE POINT CONNECTION KITS AS NEEDED. 3. INSTALL ALL EQUIPMENT IN FULL ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND CLEARANCE REQUIREMENTS. PROVIDE ALL REQUIRED MOUNTING OR HOUSEKEEPING PADS. G.C. SHALL PROVIDE LEVEL GRADE FOR EXTERIOR MOUNTED EQUIPMENT. P.C. SHALL PROVIDE ALL HOISTING AND RIGGING NEEDED TO SET ALL PLUMBING EQUIPMENT. 4. ALL EQUIPMENT SHALL BE INSTALLED AS NEEDED TO PREVENT OBJECTIONABLE NOISE AND/OR VIBRATION. P.C. SHALL PROVIDE VIBRATION PADS, SPRING ISOLATORS, ATTENUATORS AND ACCESSORIES AS NEEDED. 5. PROVIDE ALL BLOCKING, HANGERS, SHELVES, BRACKETS ETC. AS REQUIRED TO INSTALL ALL PLUMBING EQUIPMENT. 6. INSTALL WATER HEATERS IN ACCORDANCE WITH NFPA-70, AND THE NATIONAL ELECTRICAL CODE. PROVIDE BRASS DRAIN VALVE, 3/4" RELIEF VALVE AND COLD WATER DIP TUBE. INSTALL HEATERS PER MANUFACTURES INSTALLATION INSTRUCTIONS. PROVIDE SHUT-OFF VALVES FOR SERVICE WORK. 7. THERMOSTATS ON WATER HEATER SHALL NOT BE USED FOR LIMITING HOT WATER TEMPERATURES. P.C. SHALL PROVIDE MIXING VALVES FOR HOT WATER TO ALL HANDS-FREE FAUCETS ACCESSIBLE TO OCCUPANTS. MIXING VALVE SYSTEMS SHALL LIMIT WATER TEMPERATURE AT FAUCETS TO 110 DEG F. OR LESS. 8. PROVIDE SCHEDULE 40 PVC PIPING AND FITTINGS FOR ALL COMBUSTION AIR AND VENT PIPING IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS ON ALL DIRECT VENT WATER HEATERS OR BOILERS. FIXTURES 1. REFERENCE FIXTURE SCHEDULES ON PLANS AND PROVIDE ALL REQUIRED CARRIERS, BLOCKING, HANGERS, TAIL PIECES, TRAPS, RISERS, ESCUTCHEONS, GRIDS, PUTTY, GASKETS, CAULKING, ETC. AS REQUIRED TO INSTALL ALL PLUMBING FIXTURES. 2. REVIEW SUBMITTALS FOR ALL OWNER PROVIDED EQUIPMENT AND PROVIDE ANY REQUIRED ACCESSORIES AS NEEDED FOR A COMPLETE INSTALLATION. P.C. SHALL BE RESPONSIBLE TO RECEIVE AND INSTALL ALL OWNER PROVIDED FIXTURES. 3. FIXTURES DESIGNATED FOR HANDICAP ACCESSIBILITY SHALL COMPLY WITH ANSI A 117.1, LATEST EDITION, INCLUDING ADOPTED INDIANA AMENDMENTS. 4. PROVIDE ALL CODE REQUIRED BACKFLOW DEVICES FOR PROCESS HVAC EQUIPMENT AND FOR WATER SERVING ANY DRINKING OR FOOD PREPARATION FIXTURES. 5. PROVIDE BELLOWS TYPE WATER HAMMER ARRESTERS, STAINLESS STEEL CASHING AND BELLOWS, 250 PSI, INSTALL PER PDI STANDARD WH201. PIPING 1. ALL EXPOSED SUPPLY PIPES AND METAL TRIM IN CONNECTION WITH THE FIXTURES SHALL BE CHROME PLATED RED BRASS OR BRONZE, PROVIDE CHROME PLATED STOP VALVES IN ALL SUPPLIES TO ALL FIXTURES. PLASTIC STOPS OR TRIM SHALL NOT BE ACCEPTABLE. CAULK ALL FIXTURES WITH WATERPROOF SILICONE CAULK. TRAPS SHALL HAVE CLEANOUT PLUGS. INSTALL ONE PIECE CHROME ESCUTCHEON PLATE WITH SET SCREW AT WALL PENETRATIONS. 2. THE MINIMUM SLOPE OF A HORIZONTAL DRAINAGE PIPE SHALL BE: a. 1/4" PER FOOT FOR PIPES UP TO 2-1/2". b. 1/8" PER FOOT FOR PIPES 3" TO 6". c. 1/16" PER FOOT FOR PIPES 8" OR LARGER. MAINS AND LATERAL BRANCHES SHALL BE SLOPED TOWARD THE BUILDING DRAIN. ALL PIPING SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH THE CURRENT PLUMBING CODE AND PER THE AUTHORITY HAVING JURISDICTION. 3. CLEAN OUTS SHALL BE INSTALLED WITH IN 5' OF THE FOUNDATIONS AND AT THE BASE OF EACH STORM AND WASTE STACK, AND AT NOT MORE THAN 75 FOOT INTERVALS ON ALL HORIZONTAL RUNS, AT THE HIGH POINT OF THE BUILDING DRAIN AND PER THE CURRENT PLUMBING CODE. 4. VERIFY LOCATION, DEPTH AND SIZE OF SANITARY SEWER CONNECTION POINTS. CONNECT AS REQUIRED. OUTSIDE SEWER SHALL BE INSTALLED WITH MINIMUM OF 3'-0" COVER. COORDINATE CONNECTIONS WITH SITE CONTRACTOR AND LOCAL UTILITY 5. ALL OUTSIDE WATER PIPING SHALL BE COVERED PER LOCAL REQUIREMENTS OR WITH A MINIMUM BELOW PREDICTED FROST LINE WHICH EVER IS GREATER. 6. ALL INTERIOR PIPING PENETRATIONS THROUGH WALLS, CEILINGS, ROOFS AND FLOORS SHALL BE SLEEVED AND SEALED. PROVIDE UL LISTED FIRE STOPPING WHERE REQUIRED. 7. ALL EXTERIOR UNDERGROUND PENETRATIONS OF BUILDING FOUNDATIONS OR SLAB FLOORS SHALL BE SLEEVED AND SEALED. PENETRATIONS BELOW GRADE INTO THE BUILDING SHALL BE DONE WITH MECHANICAL SEALS LIKE "LINK SEAL" OR EQUAL. 8. ALL PIPING PASSING THROUGH CONCRETE OR CINDER WALLS OR SUBJECT TO EXPOSURE TO CONCRETE SHALL BE TAPED, SLEEVED OR INSULATED TO PREVENT DIRECT CONTACT WITH CONCRETE. 9. NO PLUMBING PIPING SHALL PASS DIRECTLY OVER ELECTRICAL PANELS OR DISTRIBUTION CABINETS. PRIOR TO ROUGH IN COORDINATE WITH E.C. 10. DIELECTRIC UNIONS SHALL BE USED TO CONNECT DISSIMILAR METALS OR METAL PIPING SHALL HAVE METAL CONNECTIONS ON EACH END THREADED TO MATCH THE ADJACENT PIPING. METAL COMPONENTS SHALL BE SEPARATED BY A NYLON INSULATOR TO PREVENT CURRENT FLOW BETWEEN DISSIMILAR METALS. UNIONS SHALL BE SUITABLE FOR THE SYSTEM OPERATING PRESSURES AND TEMPERATURE WELD TYPE: ASTM A-234. 11. PIPING SLEEVES; INTERIOR OR EXTERIOR ABOVE GRADE; GALVANIZED-STEEL-PIPE SLEEVES OR PVC-PIPE SLEEVES. VERIFY, WITH FIRE AUTHORITIES HAVING JURISDICTION, THAT PVC MATERIALS ARE ALLOWED FOR SLEEVES. BELOW GRADE; ALL; MECHANICAL GALVANIZED-STEEL PIPE SLEEVE SYSTEM LIKE LINK-SEAL. ALL SLEEVES SHALL BE FIRE STOPPED OR CAULKED. EXTERIOR SLEEVES SHALL PROVIDE WATER/AIR TIGHT PENETRATION SYSTEM. 12. PROVIDE HANGERS PER MSS AND IPC STANDARDS BASED ON PIPING TYPES AND SIZES. WHERE EXPOSED TO VIEW IN PUBLIC SPACES, RODS SHALL BE GALVANIZED. 13. VALVES: 2" AND SMALLER SHALL BE LIKE CRANE (3) PIECE 3800 SERIES BALL OR 438 SERIES GATE VALVES. 2-1/2" OR LARGER SHALL BE LIKE CRANE SERIES G-3500 BALL OR 465 GATE VALVES. 14. UNIONS: PROVIDE AND INSTALL UNIONS AS REQUIRED FOR THE INSTALLATION AND REMOVAL OF ALL EQUIPMENT. 15. STOPS: ALL FIXTURES SHALL BE INSTALLED WITH METAL 1 4 TURN CHROME PLATED PLUMBING STOPS COMPATIBLE WITH PIPING MATERIAL SERVING FIXTURES. 16. PIPING MATERIALS UNLESS OTHERWISE NOTED ON THE PLANS SHALL BE AS FOLLOWS: GAS ABOVE GRADE, 2" AND SMALLER; BLACK STEEL SCHEDULE 40 TYPE E OR S PIPE GRADE B; ASTM A53 / A53M, A105 OR A120 WITH THREADED ENDS; FITTINGS SHALL BE MALLEABLE IRON THREADED FITTINGS ASTM B16.3 CLASS 150. P.C. OPTION: IF AVAILABLE COORDINATE 2 PSIG SERVICE WITH PUBLIC UTILITY AND RESIZE PIPING BASED ON 2 PSIG WITH 1 PSIG MAXIMUM PRESSURE LOSS AND PROVIDE AND INSTALL VENTLESS GAS REGULATORS LIKE MAXITROL 325 SERIES TO REGULATE 2 PSIG DISTRIBUTION PRESSURE TO APPLIANCE REQUIRED PRESSURE AND FLOWS PER MANUFACTURERS RECOMMENDATIONS. PROVIDE AND INSTALL BRASS VALVE TAGS ON ALL REGULATORS STAMPED WITH THE SET PRESSURE AS DICTATED BY THE APPLIANCE MANUFACTURER. WATER COPPER TUBING (BELOW SLABS AND EXTERIOR): ASTM B 88 TYPE 'K' SOFT WATER TUBE ANNEAL TEMPERED. NO JOINTS PERMITTED BELOW GROUND. WATER COPPER TUBING (INSIDE BUILDING): ASTM B 88, TYPE 'L' HARD WATER TUBE DRAWN TEMPER. WITH CAST-COPPER SOLDER-JOINT FITTINGS: ANSI B16.18. OR WROUGHT-COPPER SOLDER JOINT FITTINGS: ANSI B16.22 OR 200 PSIG, 250 °F PRESS FIT FITTINGS TO ASTM B75, AND ASME B16/51 PERFORMANCE. WATER WHERE INDICATED ON THE PLANS, WATER TUBING SHALL BE TYPE A PEX WIRSBO, ZURN, NIBCO, OR UPONOR CONFORMING TO ASTM F876, F877, E84, E814, ANSI/UL 263 AND NSF14/61. 100 PSIG AT 180 DEG. BLUE FOR COLD AND RED FOR HOT AND RE-CIRCULATION WHITE FOR GENERIC. FITTINGS SHALL BE PER ASTM F1960 LIKE UPONOR ProPEX COLD EXPANSION, PRESS FIT MECHANICAL JOINTS PER ASTM F2854 OR COPPER CRIMP WITH BRASS OR ENGINEERED PLASTIC FITTINGS. MANIFOLDS WHERE USED SHALL BE LIKE UPONOR ProPEX TYPE L TO ASTM F877 WITH BRASS OR EP BALL VALVES. WATER BUILDING MAINS AND RISERS OUTSIDE OF WATER ROOM 2" AND SMALLER: FLOW GUARD GOLD OR EQUAL SDR 11 CPVC; PIPING ASTM D 2846 WITH SOCKET WELDED FITTINGS ASTM F 493. MADE FROM CPVC CELL CLASS 24448 ASTM D 1784. MANUFACTURED PER NSF 14 AND 61. SEWER/VENT POLYVINYL CHLORIDE SEWER PIPE (PVC): ASTM D2665, ASTM F 1866 SCHEDULE 40 SOLID CORE DRAIN WASTE AND VENT WITH PVC SOCKET WELDED FITTINGS DESIGNED TO FIT PIPING DIAMETERS. ALL PIPING IN RETURN AIR PLENUMS SHALL CONFORM TO REQUIREMENTS FOR PLENUM MATERIALS. PLUMBING INSULATION 1. ALL PIPING INSULATION MATERIALS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS (ON THE FLAME SPREAD TEST SCALE) AND SMOKE DEVELOPMENT OF 50 OR LESS (ON THE SMOKE TEST SCALE) OR AS DEFINED BY NFPA 255 STANDARD METHOD OF TESTING OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, LOCAL CODES AND LOCAL AUTHORITIES HAVING JURISDICTION. ALL PVC PIPING LOCATED IN RETURN AIR PLENUM SPACES OR EXPOSED SHALL BE INSULATED. 2. INSTALL ALL INSULATION IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS IN A TIGHT AND NEAT MANOR. NO SAGGING, FRAYED OR TORN INSULATION WILL BE EXCEPTED. 3. ALL INSULATION R-VALUES SHALL MEET THE CURRENT ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED ON PLANS PIPING SYSTEMS SHALL BE INSULATED AS FOLLOWS: a. HOT WATER RE-CIRCULATION SYSTEMS; ALL HW AND HWR PIPING SHALL BE INSULATED b. NON RE-CIRCULATION HOT WATER STORAGE SYSTEMS; THE FIRST 8 FEET OF HW AND CW PIPING CONNECTED TO THE STORAGE TANK. c. COPPER WATER PIPING; ALL PIPING HOT OR COLD SHALL BE INSULATED. d. HEAT TRACED PIPING; ALL HEAT TRACED SECTIONS. e. PLASTIC PIPING BELOW GRADE; ALL HW, CW, HWR PIPING. EXCEPTIONS: THE TUBING FROM THE CONNECTION AT THE TERMINATION OF THE FIXTURE SUPPLY PIPING TO A PLUMBING FIXTURE OR PLUMBING APPLIANCE.PIPING FROM USER-CONTROLLED SHOWER AND BATH MIXING VALVES TO THE WATER OUTLETS. 4. STORM WATER PIPING EXPOSED IN BUILDING SHALL BE INSULATED FOR SOUND WITH MINIMUM 1 2" THICK ELECTROMETRIC CLOSED CELL INSULATION. 5. INSULATION MATERIALS: a. PRE-FORMED TYPE I, 850 DEG F MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN AND HINGED WITH SELF SEALING LAP. COMPLY WITH ASTM C 547, TYPE I, GRADE A, WITH FACTORY-APPLIED ASJ. b. FLEXIBLE ELASTOMERIC CLOSED CELL OR EXPANDED RUBBER PIPE INSULATION WITH PRESSURE SENSITIVE ADHESIVE SYSTEM, ASTM C534, ASTM E84 CLASS A 300 DEG F. c. EXTERIOR/EXPOSED JACKETS: UV RESISTANT PVC PIPE JACKETS AND PREFORMED FITTING COVERS COMPLIANT WITH ASTM D257, D638, D790, D792, D1784, D3679, E84 AND E136. FIRE STOPPING. a. FIRE STOPPING SYSTEMS SHALL BE IN FULL COMPLIANCE WITH SECTIONS 714 OF THE IBC AND SECTION 315 OF THE IPC. b. CONTRACTOR SHALL MAKE REFERENCE TO ARCHITECTURAL PLANS AND PROVIDE ALL REQUIRED FIRE STOPPING SYSTEMS. c. CONTRACTOR SHALL PROVIDE AHJ WITH FULL SUBMITTAL INDICATING METHODS OF CONSTRUCTION AND UL LISTINGS FOR EACH REQUIRED FIRE STOP SYSTEM. d. ACCESS DOORS REQUIRED IN CEILINGS OF FIRE-RESISTANCE-RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263 AS HORIZONTAL ASSEMBLIES AND LABELED BY AN APPROVED AGENCY FOR SUCH PURPOSE. CHECK TEST AND START UP REQUIREMENTS 1. PLUMBING CONTRACTOR SHALL FURNISH ALL TOOLS, INSTRUMENTS AND EQUPMENT REQUIRED FOR TESTING PIPING. ALL TESTING SHALL BE DONE PRIOR TO CONCEALMENT. ALL PARTS OF THE SANITARY DRAINAGE SYSTEM SHALL BE TESTED AS REQUIRED BY LOCAL PLUMBING INSPECTORS. ALL WATER PIPING SHALL BE HYDROSTATICALLY TESTED TO MINIMUM 125 PSIG. 2. CLOSE OUT: PROVIDE MANUFACTURERS OPERATION AND MAINTENANCE MANUALS AND AS BUILT DRAWINGS. PROVIDE (1) TRAINING SESSION TO OWNER SELECTED PERSONNEL AS REQUESTED AND PROVIDE WARRANTY INFORMATION FOR ALL MANUFACTURERS WARRANTED EQUIPMENT 3. FILL SYSTEMS WITH FRESH WATER AND INSPECT ALL CONNECTIONS FOR LEAKAGE. REMOVE ALL PACKING AND PROTECTIVE SHIPPING MATERIALS. CLEAN ALL FIXTURES AND START-UP ALL WATER HEATERS, PUMPS, AND EQUIPMENT. VERIFY PROPER OPERATION. OPERATE ALL FAUCETS AND INSPECT STOPS, RISERS, TRAPS AND DRAINS. CORRECT ALL LEAKS, WATER HAMMER AND VIBRATIONS AS REQUIRED. AFF ABOVE FINISHED FLOOR BTUH BRITISH THERMAL UNIT PER HOUR CA COMBUSTION AIR CO CLEAN OUT CW COLD WATER EC ELECTRICAL CONTRACTOR FD FLOOR DRAIN FT FEET GC GENERAL CONTRACTOR GM GAS METER GPM GALLONS PER MINUTE HW HOT WATER IN INCH LAV LAVATORY MAN MANUAL MFR MANUFACTURER MC MECHANICAL CONTRACTOR MS MOP SINK PC PLUMBING CONTRACTOR PD PRESSURE DROP PRV PRESSURE RELIEF VALVE PSI POUNDS PER SQUARE INCH RPM REVOLUTIONS PER MINUTE RPZB REDUCED PRESSURE ZONED BACKFLOW SAN SANITARY SEWER SK SINK TD TRENCH DRAIN TMV THERMAL MIXING VALVE UON UNLESS OTHERWISE NOTED VIF VERIFY IN FIELD VTR VENT THORUGH ROOF WC WATER CLOSET WH WATER HEATER PLUMBING ABBREVIATIONS, SYMBOLS, & SPECIFICATIONS REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 07/14/21 P002 PLUMBING DETAILS, AND SCHEDULES REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 ROOF LINE MIRO PIPE STAND ELBOW ELBOW REDUCER UNION APPLIANCE4" DIRT LEGWITH CAP (IF NECCESARY) FIELD VERIFY LENGTH AGA RATED GAS STOP GAS CONNECTION DETAIL ROOF GAS PIPING SUPPORT DETAIL MIRO #1.5 PIPE SUPPORT W/ ACCESSORIES ACCESSORIES - 1.5 pipe guide - 1.5 spacer - Support pad - Eternabond } 2-sided tape FLOW TEST DATA WATER SUPPLY TEST & GRAPH E 60 psi 56 psi 1000 gpm 8/4/20 300100 400 500 600 700 800 900 1000200 600200 800 1000 1200 1400 1600 1800 2000400 1200400 1600 2000 2400 700 800 900 1000800 FLOW RATE GPM 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 PRESSURE PSIGPICK X AXIS SCALE AS NEEDED S.S. CLAMPING RING NON-INSULATED PIPE SEALANT IN PIPE SLEEVE URETHANE OR DOW CORNING 1/2" (MIN.) FOAM-IN-PLACE RESILIENT FOAM PENETR. #3-6548 SILICONE RTV NON-INSULATED PIPE EPDM FLASHING BOOT WIRE MESH STAINLESS STEEL 1/4"x1/4" VENT THRU ROOF DETAILSNOW LOADING HGT. RQMTS.EXTEND VENTING PERCLEANOUT DETAIL HW CW EWH VALVE TANK DRAIN 2" DRAIN PAN TERMINATE RELIEF OVER DRAIN PAN SHELF MOUNTED WATER HEATER INSULATED 3/4" HW SUPPLY WATER HEATER DETAIL TMV THERMOSTATIC MIXING VALVE COLD WATER EXPANSION TANK FACTORY SUPPLIED HEAT TRAP NIPPLES TYPICAL 110 DEG. WATER TEMPERATURE GAGE LOCATION AT FLOOR DRAIN TERMINATE 3/4" DRAIN 3/4" MOP SINK (ATTACH SHELF TO STRUCTURE ABOVE) +7'-6"AFF FLOOR DRAIN ASME TEMPERATURE RELIEF VALVE AND PRESSURE 147 & 155 WEST CARMEL DRIVE CARMEL, INDIANA CARMEL WATER DEPARTMENT STATIC PRESSURE RESIDUAL PRESSURE FLOW RATE GPM PERFORMED BY: DATE: LOCATION: M.J. X FL. ADAPTER ALL THR. ROD WASHER TIE BOLT "J" BOLT OR HEX NUT & THRUST BLOCK (PER NFPA 24) FLOOR D.I.P. RISER BY OTHERS SLEEVE AND SEAL SLAB PENETRATION PER NFPA 13 U.G. PIPING TO 5 FEET PAST FOUNDATION SEE CIVIL PLAN FOR CONTINUATION FIRE SPRINKLER SERVICE DETAILF G H A C DNO SCALE NO SCALE NO SCALE NO SCALE NO SCALE NO SCALE BUILDING ISOMETRIC DIAGRAM NO SCALE1 MS 3"VTR FD LAV WC SK 3"W SEE CIVIL SHEETS FOR CONTINUATION 1-1 / 2"V 2" V 2"V 2"V 3"W 3" W 3"W 3" W GCO 2"W CO 3"W 3"VTR 2"VCO CO DETAIL IS FOR REFERENCE ONLY, PROR TO INSTALLATION, COORDINATE INSTALLATION WITH SITE CONTRACTOR AND LOCAL WATER UTILITY. SYSTEM TO DOMESTIC 3/4" INLET CARMEL WATER SERVICE DETAIL - 3/4" SCALE: NONE 3/4" CARMEL WATER 3/4" REMOTE READ METER WITH LOCKABLE VALVES. COORDINATE WITH PUBLIC UTILITY. SECURE ALL PIPING, FITTINGS AND VALVES TO WALL OR FLOOR PER SPECIFICATIONS. B 18" REDUCED PRESSURE ZONE BACKFLOW PREVENTER: WATTS MODEL 009M2QTS CAST BRONZE CONSTRUCTION WITH QUARTER TURN FULL-PORT BALLVALVES. 30"RISING STEM BALL VALVES 3/4" 3/4" FLOOR DRAIN 1 10/15/20BID ADDEN. 002 1 07/14/21 UP A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 1414 15 16 OFFICE 101 ELEC. 106 STAIR 108 SPRINKLER 107 ELEV. 109 TELECOM 103 STORAGE UNITS 100 CONC P2 1 CORRIDOR 110 BREAKROOM 102 WC 105JANITOR 104 100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10197 SF10 x 2024 SF5 x 549 SF10 x 5147 SF10 x 15147 SF10 x 15145 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.572 SF10 x 7.536 SF5 x 7.549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5153 SF10 x 15 153 SF10 x 15151 SF10 x 1549 SF10 x 599 SF10 x 1024 SF5 x 5147 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.549 SF10 x 549 SF10 x 5SAN SAN SAN SAN SAN3"W SEE CIVIL SHEETS FOR CONTINUATION SAN SAN SAN SAN FD SAN SAN SAN SAN WH SANMS LAV WC 3"W GCO FD SK 3"W 3"W 2"W F-1 EXISTING SANITARYSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN3"WCO CO 3"W 3"WFFE = 829.86 IE = 824.36 CO 2"V UP THRU ROOF 15 16 17 A A.1 B B.1 C C.1 D 32 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 111 STORAGE UNITS 100 CONC P2 1 VESTIBULE 112100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 10252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25153 SF10 x 15 153 SF10 x 15252 SF10 x 25249 SF10 x 25253 SF10 x 25157 SF10 x 1598 SF10 x 1049 SF10 x 549 SF10 x 599 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 5252 SF10 x 25252 SF10 x 25252 SF10 x 2524 SF5 x 549 SF10 x 549 SF10 x 5100 SF10 x 10CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWCW CW CW CW CW CW CW HB-23/4"CWP100 FIRST FLOOR WASTE PLAN 1. REFERENCE SHEET P001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET P002 FOR SCHEDULES, DETAILS, AND BUILDING ISOMETRIC DIAGRAM. 3. EXISTING PLUMBING ELEMENTS SHOWN ON THESE PLANS IS BASED ON LIMITED SURVEY INFORMATION. P.C. SHALL REVIEW ALL PLANS AND SPECIFICATIONS, VISIT SITE AND INCLUDE IN BID ALL WORK AS NEEDED TO MEET DESIGN INTENT. GENERAL NOTES: N REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" FIRST FLOOR WASTE PLAN AREA A 2 SCALE: 1/8" = 1'-0" FIRST FLOOR WASTE PLAN AREA B MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A 11 1 10/15/20BID ADDEN. 002 07/14/21 UP A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 1414 15 OFFICE 101 ELEC. 106 STAIR 108 SPRINKLER 107 ELEV. 109 TELECOM 103 STORAGE UNITS 100 CONC P2 1 CORRIDOR 110 BREAKROOM 102 WC 105JANITOR 104 100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10197 SF10 x 2024 SF5 x 549 SF10 x 5147 SF10 x 15147 SF10 x 15145 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.572 SF10 x 7.536 SF5 x 7.549 SF10 x 599 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5153 SF 10 x 15151 SF10 x 1549 SF10 x 599 SF10 x 1024 SF5 x 5147 SF10 x 1573 SF10 x 7.573 SF10 x 7.573 SF10 x 7.549 SF10 x 549 SF10 x 5CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWCW GAS GAS GAS GAS GAS GAS GAS GASGAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASHB-2 CW CWCW CW CW CW CW CW CW WHMS LAV WC GAS METER SK HWS HWSHWS HWS HWS HWS CW 2-1/2" GAS UP TO SECOND FLOOR 3/4"CW3/4"CW F-1 3/4"CW 3/4"CW 1/2"3/4"CW1/2"CW GAS 1"G FP FP FP 6"FP 2-1/2"G 2-1/2" GAS CW CW CW CW CW CW CW CW CW CW CW CW CW CW3/4"CW 2-1/2"G100 SF10 x 10100 SF10 x 10100 SF10 x 1024 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 10153 SF10 x 15153 SF10 x 15253 SF10 x 2549 SF10 x 5100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 10252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25153 SF10 x 15153 SF10 x 15252 SF10 x 25249 SF10 x 25253 SF10 x 25157 SF10 x 1598 SF10 x 1049 SF10 x 549 SF10 x 599 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 515 16 17 A A.1 B B.1 C C.1 D 32 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 111 STORAGE UNITS 100 CONC P2 1 111 EX111 VESTIBULE 112 EX112 112100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 10100 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 599 SF10 x 1099 SF10 x 10252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25252 SF10 x 25153 SF10 x 15 153 SF10 x 15252 SF10 x 25249 SF10 x 25253 SF10 x 25157 SF10 x 1598 SF10 x 1049 SF10 x 549 SF10 x 599 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 5252 SF10 x 25252 SF10 x 25252 SF10 x 2524 SF5 x 549 SF10 x 549 SF10 x 5100 SF10 x 10CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CWCW CW CW CW CW CW CW HB-23/4"CWP101 FIRST FLOOR WATER PLAN REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" FIRST FLOOR PLUMBING PLAN AREA A 2 SCALE: 1/8" = 1'-0" FIRST FLOOR PLUMBING PLAN AREA B MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A N PROVIDE AND INSTALL 1,000 MBH, 7" W.C. GAS SERVICE AND 2-1/2" LINE FROM GAS METER UP TO ROOF TO SERVE ROOFTOP UNITS. a. (2) ROOFTOP UNIT 400 EACH 800 MBH b. (1) GAS-FIRED FURNACE 60 MBH c. NOT USED 0 MBH TOTAL 860 MBH 3/4" DOMESTIC WATER SERVICE. SEE CIVIL SHEETS FOR CONTINUATION. ROUTE 3/4"CW TO WATER HEATER AND 3/4"HW FROM WATER HEATER TO PLUMBING FIXTURE AS REQUIRED. ROUTE 1" GAS LINE UP TO ROOF TO SERVE ROOFTOP UNITS. ROUTE 3/4" GAS LINE TO GAS-FIRED FURNACE, SEE SHEET P002 GAS CONNECTION AND DIRT LEG DETAIL. 6" FIRE SERVICE LINE, SEE CIVIL SHEETS FOR CONTINUATION. PROVIDE 3/4" SHUT-OFF VALVE DRAINABLE TYPE FOR HOSE BIB LOCATED ON THIRD FLOOR LEVEL. KEY NOTES: 1 1. REFERENCE SHEET P001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET P002 FOR SCHEDULES AND DETAILS. GENERAL NOTES: 2 3 4 1 2 3 4 5 5 6 6 7 7 1 1 10/15/20BID ADDEN. 002 1 1 1 1 1 1 07/14/21 DN UP A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEV. 202 STAIR 201 STORAGE UNITS 200 CONC P2 1 ENCLOSED SOFFIT SPACE102 SF10 x 10102 SF10 x 1099 SF10 x 10150 SF10 x 15100 SF10 x 10100 SF10 x 10100 SF10 x 10154 SF10 x 15102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10187 SF10 x 18.599 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 5134 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15148 SF10 x 15148 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 5199 SF10 x 2049 SF10 x 549 SF10 x 525 SF5 x 599 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 10102 SF10 x 10149 SF10 x 15149 SF10 x 15134 SF10 x 13.5149 SF10 x 1549 SF10 x 599 SF10 x 102-1/2"GAS FROM FIRST FLOOR AND 1" GAS UP TO ROOF 3/4"CW DOWN CW CW CW CW 3/4"CW UP 15 32 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 203 STORAGE UNITS 200 CONC P2 1 ENCLOSED SOFFIT SPACE 104 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 10102 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 2099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 20199 SF10 x 2099 SF10 x 1099 SF10 x 10199 SF10 x 20199 SF10 x 20156 SF10 x 1549 SF10 x 524 SF5 x 549 SF10 x 524 SF5 x 5149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15102 SF10 x 10102 SF10 x 10102 SF10 x 10149 SF10 x 15102 SF10 x 10P200 SECOND FLOOR PLUMBING REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" SECOND FLOOR PLUMBING PLAN AREA A 2 SCALE: 1/8" = 1'-0" SECOND FLOOR PLUMBING PLAN AREA B MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A N CONTINUE 1" GAS LINE FROM FIRST FLOOR UP TO ROOF TO SERVE ROOFTOP UNITS. NOT USED ROUTE 3/4"CW AS HIGH AS POSSIBLE UP TO THIRD FLOOR AS REQUIRED. KEY NOTES: 1 1. REFERENCE SHEET P001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET P002 FOR SCHEDULES AND DETAILS. GENERAL NOTES: 1 2 3 1 1 3 1 1 10/15/20BID ADDEN. 002 07/14/21 DN A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEV. 302 STAIR 301 STORAGE UNITS 300 15102 SF10 x 10102 SF 10 x 1099 SF10 x 10150 SF7.5 x 12.599 SF10 x 1099 SF10 x 1099 SF10 x 10153 SF7.5 x 12.549 SF10 x 5102 SF10 x 10102 SF10 x 10102 SF10 x 10103 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 1099 SF10 x 1099 SF10 x 10148 SF10 x 13.5139 SF10 x 13.5134 SF10 x 13.5141 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 1549 SF10 x 549 SF 10 x 549 SF10 x 598 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5149 SF10 x 1599 SF10 x 1020 SF5 x 320 SF5 x 3102 SF10 x 10102 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 5HB-1 2-1/2" GAS UP/DOWN 15 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 303 STORAGE UNITS 300 99 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 1599 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15150 SF10 x 1591 SF10 x 10149 SF10 x 15154 SF10 x 15149 SF10 x 15149 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 5149 SF10 x 15P300 THIRD FLOOR PLUMBING REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" THIRD FLOOR PLUMBING PLAN AREA A 2 SCALE: 1/8" = 1'-0" THIRD FLOOR PLUMBING PLAN AREA B MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A N CONTINUE 1" GAS LINE FROM FIRST FLOOR UP TO ROOF TO SERVE ROOFTOP UNITS. PROVIDE BALL VALVE AND HOSE BIB APPROXIMATELLY 18" A.F.F. KEY NOTES: 1 1. REFERENCE SHEET P001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET P002 FOR SCHEDULES AND DETAILS. GENERAL NOTES: 1 2 2 1 1 1 10/15/20BID ADDEN. 002 07/14/21 A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 1515GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASRTU-1 400 MBH GAS GAS 2"GGAS GAS GAS GAS GAS 2-1/2" GAS FROM BELOW 2-1/2" GAS 2"G 15 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASGAS GAS RTU-2 400 MBH2"G2"G P400 ROOFTOP PLUMBING PLAN REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" ROOFTOP PLUMBING PLAN AREA A 2 SCALE: 1/8" = 1'-0" ROOFTOP PLUMBING PLAN AREA B MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A N CONNECT GAS LINE TO EQUIPMENT WITH AGA SHUT OFF, DIRT LEG AND UNION. COORDINATE WITH LOCAL GAS UTILITY AND EQUIPMENT SUPPLIERS. SEE GAS CONNECTION DETAIL ON SHEET P002. KEY NOTES: 1 1. REFERENCE SHEET P001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET P002 FOR SCHEDULES AND DETAILS. GENERAL NOTES: 1 1 1 10/15/20BID ADDEN. 002 11 1 1 1 1 1 07/14/21 E001 DOOR ALARM CONTROL PANEL DACP HINGE SIDE PLUNGER SWITCH DC FIRE PROTECTION SYMBOLS FIRE ALARM CONTROL PANEL FACP FFIRE PULL BOX HORN/STROBE ALARM COMBO SSTROBE FSFLOW SWITCH TSPIV TAMPER SWITCH HORN/STROBE ALARM COMBO WEATHER PROOF AHOOD ANSUL SYSTEM CONNECTION SSMOKE DETECTOR DUCT SMOKE DETECTOR S HEAT DETECTOR H SD MAGNETIC LOCK WITH KEY PAD MAGNETIC LOCK WITH CARD READER HS KP CR CARBON MONOXIDE DETECTOR CO ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS 1. BID INSTRUCTIONS: CONTRACTORS SHALL PROVIDE BASE BID IN STRICT ACCORDANCE WITH DESIGN BASIS EQUIPMENT AND MATERIALS. PROJECT DOES ENCOURAGE COMPETITIVE PRICING AND ALLOWS FOR SUBSTITUTIONS OF EQUAL EQUIPMENT AND MATERIALS AGAINST THE BASIS OF DESIGN. SUBSTITUTE ITEMS WILL BE COMPARED AGAINST DESIGN BASIS DURING SUBMITTAL PROCESS. ENGINEER RESERVES THE RIGHT TO REJECT SUBSTITUTIONS FOUND NOT TO BE EQUAL TO ITEMS LISTED IN DESIGN BASIS.. 2. PRIOR TO PROCUREMENT CONTRACTOR SHALL SUBMIT TO ARCHITECT FULL SUBMITTALS FOR ALL ENERGY CONSUMING OR PRODUCING ITEMS AND FOR ALL SWITCH GEAR, LOAD CENTERS AND PANEL BOARDS. SUBMITTALS SHALL BE DELINEATED WITH TAGS INDICATED ON PRINTS, CONTRACTORS NAME AND PROJECT NAME. CLEARLY INDICATE ALL MODEL NUMBERS AND ALL ACCESSORIES AND OPTIONS BEING PROVIDED. SUBMISSIONS SHALL BE IN PDF FORMAT. ALL EQUIPMENT AND ITEMS SHALL BE PER DESIGN BASIS OR APPROVED EQUAL. ENGINEER RESERVES THE RIGHT TO REJECT ANY SUBSTITUTE ITEM FOUND NOT EQUAL TO THE SPECIFIED ITEM AS DESIGNED. 3. CONTRACTOR SHALL FURNISH A TEMPORARY SERVICE FOR THE USE OF ALL TRADES DURING CONSTRUCTION AS REQUIRED BY THE GENERAL CONTRACTOR. REMOVE ALL TEMPORARY EQUIPMENT AS PERMANENT SERVICES BECOME AVAILABLE. 4. THE DRAWINGS IN THIS SECTION ARE DIAGRAMMATIC AND ARE NOT INTENDED TO DEFINE EXACT QUANTITIES, LOCATIONS OR CODIFIED REQUIREMENTS. DRAWINGS SHOW GENERAL INTENT OF SYSTEMS. MODIFICATIONS IN ELECTRICAL SYSTEM ROUTING AND LOCATIONS AS REQUIRED TO MEET THE INTENT, SHALL BE PERFORMED WITHOUT ADDITIONAL COST TO OWNER. SECURE AND PAY FOR ALL REQUIRED PERMITS. 5. THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT, AND CONTRACTOR'S SERVICES NECESSARY TO COMPLETE THE INSTALLATION OF SYSTEMS REQUIRED IN FULL CONFORMITY WITH APPLICABLE CODES AND ORDINANCES. THE FINISHED JOB SHALL BE FUNCTIONAL AND COMPLETE IN EVERY DETAIL INCLUDING ANY AND ALL SUCH ITEMS FOR A COMPLETE SYSTEM. CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS ENTERING INTO CONTRACT FOR A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE. 6. ALL WORK SHALL IN BE IN FULL ACCORDANCE WITH 2009 INDIANA ELECTRICAL CODE (2008 NFPA 70), 2010 INDIANA ENERGY CODE (ASHRAE 90.1-2007), PERTINENT STATE, COUNTY, CODES AND ORDINANCE AND INDIANA AMENDMENTS. COORDINATE WORK WITH OTHER TRADES. ELECTRICAL CONTRACTOR SHALL BEAR ALL COSTS RESULTING FROM ANY NON COMPLIANCE WITH CODE REQUIREMENTS. 7. MATERIALS AND EQUIPMENT SHALL BE NEW UNLESS INDICATED OTHERWISE. MATERIAL SHALL BEAR U.L. LABEL WHERE SUCH STANDARDS HAVE BEEN ESTABLISHED AND LISTED BY U.L. MATERIALS AND EQUIPMENT SHALL CONFORM WITH THE LATEST ISSUES OF APPLICABLE TECHNICAL STANDARDS. 8. THE ELECTRICAL CONTRACTOR IS TO PROVIDE A COMPLETE SYSTEM OF LIGHTING, RECEPTACLES, AND POWER AS REQUIRED. VERIFY ALL VOLTAGES AND PHASE REQUIREMENTS WITH MECHANICAL CONTRACTOR'S EQUIPMENT PRIOR TO PERFORMING ANY WORK. 9. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS BEFORE SUBMITTING A BID. NO EXTRAS WILL BE ENTERTAINED FOR CONTRACTORS FAILURE TO IDENTIFY EXISTING CONDITIONS AND ADJUST AS REQUIRED TO MEET DESIGN INTENT. 10. ALL CONDUIT COUPLINGS AND CONNECTIONS SHALL BE COMPRESSION TYPE AND MADE TO ENSURE POSITIVE GROUNDING CONTINUITY. MAKE CONNECTIONS TO EQUIPMENT SUBJECT TO VIBRATION WITH 18 INCHES OF FLEXIBLE WATERTIGHT CONDUIT WITH WATERTIGHT FITTINGS. PROVIDE FOR SUPPORT AND SECURING OF ALL CONDUIT AND EQUIPMENT. CONNECTIONS TO LIGHTING FIXTURES SHALL BE MADE WITH SIX (6) FEET OF FLEXIBLE CONDUIT FROM A BOX WITHIN TWO (2) FEET OF THE FIXTURE. SPLICE ALL WIRES ONLY IN ACCESSIBLE BOXES. ALL FIXTURE WHIPS TO BE FLEXIBLE METAL CONDUIT 1/2" MINIMUM SIZE WITH COMPRESSION CONNECTORS WITH INSULATED THROATS. WHIPS SHALL NOT EXCEED 6'. FIXTURE WHIPS TO BE SUPPORTED FROM BUILDING STRUCTURE. WIRING AND RACEWAYS 1. ALL LIGHTING AND BRANCH CIRCUIT WIRING SHALL BE SOLID COPPER MINIMUM SIZE #12 AWG. 600V INSULATION, 75 DEG. C., TYPE THW OR THWN, NOT LESS THAN #12 AWG. ALL WIRE SERVING AS FEEDS TO DISTRIBUTION PANEL BOARDS OR INTEGRAL HORSEPOWER MOTORS SHALL BE EITHER STRANDED COPPER CONDUCTOR OR ASTM B800 ALUMINUM AA-8000 SERIES. THESE SHALL BE SIZED NOT LESS THAN #10 AWG FOR COPPER AND NOT LESS THAN #8 AWG FOR ALUMINUM. EACH WITH MINIMUM 600V THW OR THWN INSULATION, 75 DEG. C. ALL FEEDER SHALL BE SIZED IN ACCORDANCE WITH NEC 310.15. 2. EXPOSED WIRING SHALL BE IN EMT RACEWAY. EXTERIOR WIRING SHALL BE IN CONDUIT. CONCEALED WIRING SHALL BE IN EMT OR METAL CLAD CABLE WHERE ALLOWED BY CODE. 3. ALL LOW VOLTAGE WIRING IN PLENUM RATED CEILINGS OR EXPOSED IN ROOMS SHALL BE PLENUM RATED CABLE. 4. ALL CABLE SHALL BE NEW WIRE OF RECENT MANUFACTURE AND IN ACCORDANCE WITH THE LATEST STANDARDS OF IPCEA AND NEMA AS A MINIMUM. 5. ALL DEVICES AND EQUIPMENT SHALL BE SOLIDLY GROUNDED IN ACCORDANCE WITH NEC REQUIREMENTS. 6. ALL SOLID CONDUCTOR WIRES MAY BE TERMINATED UNDER SCREW HEADS. STRANDED WIRES MAY BE TERMINATED BY USING PUSH-IN CLAMP TYPE CONNECTORS FURNISHED WITH DEVICES OR TERMINATED WITH COMPRESSION TYPE TERMINAL LUGS. SET SCREW TYPE TERMINATIONS ARE NOT PERMITTED. 7. NO MOTORS ARE TO BE SUPPLIED UNDER THIS CONTRACT UNLESS ITEMS REQUIRING A MOTOR ARE FURNISHED BY THIS CONTRACTOR. THE CONTRACTOR SHALL FURNISH ALL STARTERS FOR ALL MOTORS REQUIRING A STARTER. THE CONTRACTOR SHALL CONNECT ALL POWER EQUIPMENT IF & WHERE SHOWN ON PLANS UNLESS OTHER-WISE SPECIFIED & ASSURE OWNER THE MOTORS ARE IN GOOD RUNNING ORDER. 8. E.C. SHALL PROVIDE ALL COMPONENTS NEEDED TO MEET MEANS OF DISCONNECT PER N.E.C. FOR ALL HARD WIRED EQUIPMENT. PANELS AND DISCONNECTS 1. PANELBOARDS SHALL BE A DEAD-LOCK SAFETY TYPE, SURFACE OR RECESSED MOUNTED AS SHOWN, EQUIPPED WITH THERMAL-MAGNETIC MOLDED CASE CIRCUIT BREAKERS WITH FRAME AND TRIP RATINGS AS REQUIRED. TERMINALS FOR FEEDER CONDUCTORS TO THE PANELBOARD MAINS AND NEUTRAL SHALL BE U.L. LISTED AS SUITABLE FOR THE TYPE OF CONDUCTOR SPECIFIED. TERMINALS FOR BRANCH CIRCUIT WIRING, BOTH BREAKER AND NEUTRAL, SHALL BE U.L. LISTED AND CONNECTORS SHALL BE OF THE FULL COMPRESSION TYPE.THE PANELBOARD BUS ASSEMBLY SHALL BE ENCLOSED IN A STEEL CABINET. THE SIZE OF THE WIRING GUTTERS AND GAUGE OF STEEL SHALL BE IN ACCORDANCE WITH NEMA STANDARD PUBLICATION NO. PB-1971 AND U.L. STANDARDS NO. 67 FOR PANELBOARDS. CABINET SHALL BE FABRICATED FROM GALVANIZED STEEL OR EQUIVALENT RUST-RESISTANT STEEL. FRONTS SHALL INCLUDE DOORS AND HAVE FLUSH, BRUSHED STAINLESS STEEL, CYLINDER TUMBLER-TYPE LOCKS WITH CATCHES AND SPRING LOADED DOOR PULLS. THE FLUSH LOCK SHALL NOT PROTRUDE BEYOND THE FRONT DOOR. ALL PANELBOARD LOCKS SHALL BE KEYED ALIKE. FRONTS SHALL HAVE ADJUSTABLE INDICATING TRIP CLAMPS WHICH SHALL BE CONCEALED WHEN THE DOORS ARE CLOSED. DOORS SHALL BE MOUNTED BY COMPLETELY CONCEALED STEEL HINGES. FRONTS SHALL NOT BE REMOVABLE WITH DOOR IN THE LOCATED POSITION. A CIRCUIT DIRECTORY FRAME AND TYPE WRITTEN CARD WITH A CLEAR PLASTIC COVERING SHALL BE PROVIDED ON THE INSIDE OF THE DOOR. THE DIRECTORY CARD SHALL PROVIDE A SPACE AT LEAST 1/4" HIGH X 3" LONG OR EQUIVALENT FOR EACH CIRCUIT. FRONTS SHALL BE OF CODE GAUGE, FULL FINISHED STEEL WITH RUST-INHIBITING PRIMER FACTORY FINISHED ENAMEL PAINT. 2. LOAD CENTERS SHALL BE UL LISTED AND MANUFACTURED IN ACCORDANCE WITH THE LATEST NEMA STANDARDS. CABINETS SHALL USE HINGED STYLE DOORS. MOUNT AT 6'-6" TO TOP OF CABINET. 3. CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK-BREAK, THERMAL-MAGNETIC, TRIP INDICATING AND HAVE COMMON TRIP ON ALL MULTI-POLE BREAKERS. BRANCH CIRCUIT BREAKERS FEEDING CONVENIENCE OUTLETS SHALL HAVE SENSITIVE INSTANTANEOUS TRIP SETTINGS OF NOT MORE THAN 10 TIMES THE TRIP RATING OF BREAKER TO PREVENT REPEATED ARCING SHORTS RESULTING FROM FRAYED APPLIANCE CORDS. CONNECTION TO BUS SHALL BE BOLT ON. 4. CONTRACTOR TO OBTAIN MAXIMUM FAULT CURRENT AVAILABLE FROM THE UTILITY. CALCULATE THE FAULT CURRENT AVAILABLE AT THE PANELS. ALL PANELS/BREAKERS/SWITCHES ARE TO BE BRACED TO EXCEED MAXIMUM AVAILABLE FAULT CURRENT AND CIRCUIT BREAKERS ARE TO BE CAPABLE OF INTERRUPTING FAULT CURRENT. MANUFACTURER SHALL PROVIDE ALL REQUIRED FAULT CURRENT AND ARC-FLASH LABELING PER 110.16 AND 110.24. 5. MAXIMUM LOADING OF 20 AMP CIRCUITS SHALL NOT EXCEED 1750 WATTS. VOLTAGE DROP OF BRANCH CIRCUITS SHALL NOT EXCEED 3% AND FEEDER CIRCUITS SHALL NOT EXCEED 2%. SEAL ALL PENETRATIONS THROUGH WALLS, CEILINGS AND FLOORS AIR AND WATER TIGHT. FIRE STOP WHERE REQUIRED. 6. CONTRACTOR SHALL PROVIDE ENGRAVED BAKELITE NAMEPLATES FOR ALL ELECTRICAL PANELS AS REQUIRED BY NEC 408.4(B) AND SHALL LABEL ALL DISCONNECTS, TRANSFORMERS AND MOTORS OVER 1 HP. FURNISH TYPEWRITTEN PANEL DIRECTORIES TO IDENTIFY ALL ELECTRICAL CIRCUITS BOTH NEW AND EXISTING. 7. DISCONNECT SWITCHES SHALL BE GENERAL DUTY, NEMA TYPE 1 FOR INDOOR SERVICE AND NEMA TYPE 3R FOR OUTDOOR SERVICE, SUITABLE FOR PADLOCKING, NUMBER OF POLES, RATINGS, FUSES (IF REQUIRED) SHALL BE AS INDICATED ON THE DRAWINGS. DEVICES 1. VERIFY EXACT LOCATION, COLOR AND HEIGHTS OF ALL OUTLETS, RECEPTACLES, LIGHT FIXTURES AND EQUIPMENT WITH OWNER'S REPRESENTATIVE PRIOR TO START OF WORK. FURNISH GENERAL SERVICE DUPLEX'S, 15 AMP SWITCHES, 15/20 AMP GFICS, HEAVY DUTY DISCONNECTS, HVAC SSU SWITCHES, PANEL BOARDS, LOAD CENTERS, DISTRIBUTION PANELS ETC. AS REQUIRED. 2. CONVENIENCE RECEPTACLES SHALL BE MOUNTED 18" ABOVE FINISHED FLOOR (A.F.F.) TO BOTTOM UNLESS NOTED OTHERWISE, SWITCHES AND PUSHBUTTONS SHALL BE 42" A.F.F. TO BOTTOM UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. 3. PRIOR TO ROUGH-IN E.C. SHALL VERIFY FINAL LOCATIONS AND COLORS OF ALL DEVICES WITH OWNER. 4. INSTALL ALL DEVICES PARALLEL AND PERPENDICULAR TO ADJACENT WALL AND CEILING, FLUSH WITH SURROUNDING SURFACES AND FREE FROM ALL OBSTRUCTIONS. REWORKING OF EQUIPMENT INSTALLED IMPROPERLY SHALL BE AT THE CONTRACTOR'S EXPENSE. 5. SWITCHES, BOXES, ETC., SHALL BE NEMA TYPE 1 CONSTRUCTION FOR INDOOR APPLICATIONS AND NEMA TYPE 3R CONSTRUCTION FOR OUTDOOR APPLICATIONS. 6. SWITCHES SHALL MEET NEMA STANDARDS, COLOR SHALL BE BY ARCHITECT. SWITCHES SHALL BE EQUAL TO HUBBELL COMMERCIAL SPECIFICATION GRADE 20/15 AMPERES, SINGLE POLE, 125/277V. MULTI-POLE OR SPECIAL SWITCHING SHALL BE AS NOTED ON THE DRAWINGS. 7. RECEPTACLES SHALL BE 125 VOLT, 15/20 AMPERES, DUPLEX, GROUNDED HUBBELL COMMERCIAL SPECIFICATION GRADE. SPECIAL RECEPTACLES SHALL BE AS NOTED ON THE DRAWINGS. 8. MATCHING COVER PLATES SHALL BE PROVIDED FOR ALL RECEPTACLES AND SWITCHES. LIGHTING FIXTURES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIXTURES- MODEL NUMBERS, QUANTITY AND DISTANCE BETWEEN LIGHTING FIXTURE PER FLOOR PLANS. 2. PRIOR TO ROUGH-IN E.C. SHALL VERIFY FIXTURE QUANTITY, MODELS, STYLE, TRIM, LENS, ETC. WITH OWNER FOR ALL FIXTURES. 3. PROVIDE LIGHTING FIXTURES COMPLETE WITH, BUT NOT NECESSARILY LIMITED TO, HOUSINGS, LAMPS, LAMP HOLDERS, REFLECTORS, BALLASTS, STARTERS AND WIRING. 4. INSTALL LIGHTING FIXTURES AT LOCATIONS AND HEIGHTS AS INDICATED, IN ACCORDANCE WITH FIXTURE MANUFACTURER'S WRITTEN INSTRUCTIONS, APPLICABLE REQUIREMENTS OF NEC, NECA'S "STANDARD OF INSTALLATION", NEMA STANDARDS, AND WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT LIGHTING FIXTURES FULFILL REQUIREMENTS. 5. COORDINATE WITH OTHER ELECTRICAL WORK AS APPROPRIATE TO PROPERLY INTERFACE INSTALLATION OF INTERIOR LIGHTING FIXTURES WITH OTHER WORK. 6. E.C. TO FASTEN FIXTURES SECURELY DIRECTLY TO BUILDING STRUCTURAL SYSTEM. LIGHT TROFFERS SHALL BE SUPPORTED AT EACH CORNER OF FIXTURE BY WIRES OF SAME GAUGE AS HANGER WIRE FOR CEILING GRID. ATTACH EARTHQUAKE CLIPS TO GRID AS RECOMMENDED BY LIGHT MANUFACTURER. USE SCREWS IF REQUIRED BY MANUFACTURER. ATTACH THE WIRE TO THE STRUCTURE ABOVE. LIGHTS SHALL NOT BE SUPPORTED IN ANYWAY BY LAY-IN CEILING. 7. FIXTURE LOCATIONS SHALL BE AT APPROXIMATE LOCATIONS AS SHOWN ON THE DRAWINGS FREE FROM ALL OBSTRUCTIONS. CLEAN ALL LIGHTING EQUIPMENT AFTER LIGHTING INSTALLATION AND GENERAL CONSTRUCTION IS COMPLETE. REPAIR ANY FIXTURES DAMAGED DURING CONSTRUCTIONS. 8. PROVIDE NECESSARY MOUNTING FRAMES, SUPPORTS AND RELATED ITEMS REQUIRED TO PROPERLY INSTALL FIXTURES. SUPPORT FIXTURES INDEPENDENTLY OF PIPING AND DUCTWORK. MAKE MODIFICATIONS TO THE STRUCTURE AS REQUIRED TO INSTALL FIXTURES. ANY MODIFICATIONS TO THE STRUCTURE SHALL NOT IMPAIR THE STRUCTURAL INTEGRITY OF THE BUILDING. LOW VOLTAGE 1. ALL LOW VOLTAGE CABLE WHERE CONCEALED IN CONSTRUCTION SHALL BE RUN IN MINIMUM 3/4" CONDUIT. LOW VOLTAGE CABLE INSTALLED IN EXPOSED OPEN AREAS SHALL BE RUN FREE RUN. CONTRACTOR SHALL INSTALL 3/4" CONDUIT (MINIMUM) FROM EACH LOW VOLTAGE ROUGH-IN LOCATION TO ACCESSIBLE CEILING SPACE, LOW VOLTAGE WIRE TRAY OR HANGERS AND THEN TO MDF, HEAD-IN, PBX PUNCH DOWN, CONTROLLER ETC. 2. E.C. SHALL COORDINATE WITH LOCAL PHONE AND CABLE PROVIDER AS CHOSEN BY OWNER AND PROVIDE RACEWAYS FOR BRINGING IN SERVICES AS REQUIRED. 3. ALL LOW VOLTAGE CABLE SHALL BE PLENUM RATED IN PLENUMS. 4. ALL DATA CABLE SHALL BE CAT 6 UNLESS OTHER WISE NOTED. TERMINATE, LABEL AND TEST ALL WIRING. 5. ALL TV CABLE SHALL BE HIGH DEFINITION COAX RG6 OR AS REQUIRED BY PROVIDER, VERIFY PRIOR TO ROUGH IN. FIRE STOPPING. 1. FIRE STOPPING SYSTEMS SHALL BE IN FULL COMPLIANCE WITH SECTIONS 714 OF THE IBC AND NFPA 221. 2. CONTRACTOR SHALL MAKE REFERENCE TO ARCHITECTURAL PLANS AND PROVIDE ALL REQUIRED FIRE STOPPING. 3. CONTRACTOR SHALL PROVIDE AHJ WITH FULL SUBMITTAL INDICATING METHODS OF CONSTRUCTION AND UL LISTINGS FOR EACH PENETRATION SYSTEM USED. 4. PENETRATIONS OF FIRE-RESISTANCE-RATED WALLS OR FLOOR CEILING ASSEMBLIES BY ELECTRICAL DEVICES, RACEWAYS OR PANELS, ETC. SHALL COMPLY WITH SECTIONS 713.2 THROUGH 713.3.3 OF THE IBC. 5. ACCESS DOORS REQUIRED IN CEILINGS OF FIRE-RESISTANCE-RATED FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263 AS HORIZONTAL ASSEMBLIES AND LABELED BY AN APPROVED AGENCY FOR SUCH PURPOSE. CLOSE OUT 1. PROVIDE MANUFACTURERS OPERATION AND MAINTENANCE MANUALS AND PROVIDE AS BUILT DRAWINGS. PROVIDE (1) TRAINING SESSION TO OWNER SELECTED PERSONNEL AS REQUESTED AND PROVIDE WARRANTY INFORMATION FOR ALL MANUFACTURERS WARRANTED EQUIPMENT AMPS MECHANICAL CONTRACTOR ELECTRICAL ABBREVIATIONS MANUFACTURER MOUNTING HEIGHT MFR MH MINIMUM MOTOR OPERATED DAMPER MLO MIN MOD MOCP MOUNTED NOT IN CONTRACT PLUMBING CONTRACTOR ON CENTER NOT TO SCALE MTD NIC PC NTS OC COMPANYCO RUNNING LOAD AMPSRLA ELECTRIC CONTRACTOR DOWN DRAWING(S) ELECTRICAL DISTRIBUTION CENTER EQUIPMENT EC DN DWG(S) EQUIP EDC EWC ETR FULL LOAD AMPS MAXIMUM FLA MAX MAIN BREAKERMB MC CONTRACTORCONTR EXISTING TO REMAIN ELECTRIC WATER COOLER MIMIMUM CIRCUIT AMPSMCA MAXIMUM OVER CURRENT PROTECTION MAIN LUG ONLY EMERGENCYEM POUNDS PER SQUARE INCHPSI REVOLUTIONS PER MINUTERPM HORSE POWERHP GENERAL CONTRACTORGC ABOVE FINISHED FLOORAFF EX EXISTING FLOW SWITCHFS A VOLTSV UNLESS OTHERWISE NOTEDUON LIGHTING PANELBOARD SCHEDULE ABBREVIATIONS POWER NON-SEASONALPN MOTOR SUMMER MOTOR NON-SEASONAL MOTOR NON-SEASONAL INTERMITTENT MOTOR WINTER MS MN MNI MW POWER WINTERPW KITCHEN KT RECEPTACLER L ELECTRICAL SYMBOLS SPECIAL EQUIPMENT COORDINATE W/SUPPLIER JUNCTION BOX DISCONNECT OUTLET - 4 WAY MOTOR OUTLET - GROUND FAULT INTERRUPT OUTLET - DUPLEX RECESSED DOWN LIGHT LIGHT FIXTURE - ON NIGHT LIGHT CIRCUIT LAYIN TROFFER FIXTURE SUSPENDED LAYIN EXIT SIGNAGE SURFACE MOUNTED STRIP LIGHT SUSPENDED STRIP LIGHT LOW VOLTAGE TWO LINE LOW VOLTAGE ONE LINE ANALOG PHONE LINE WIRELESS ACCESS POINT OUTLET - 220V EXIT SIGNAGE WITH EMERGENCY HEADS LIGHT FIXTURE - WALL SCONCE LIGHT FIXTURE - PENDANT SURFACE MOUNTED LAYIN J FLRFLOOR OUTLET WITH POWER, DATA AND PHONE D 3 SWITCH SWITCH WITH DIMMER SWITCH - 3 WAY OSSWITCH WITH OCCUPANCY SENSOR CEILING MOUNTED OCCUPANCY SENSOR 4SWITCH - 4 WAY OUTLET - GROUND FAULT INTERRUPT WEATHERPROOF WP LOW VOLTAGE # LINES # PUSH BUTTON BUZZER B TIME CLOCK TC PHOTO CELL P POWER POLE PANEL DESIGATION X: XX,XX,XX CIRCUIT BREAKER NUMBERS WAP EMERGENCY LIGHTING UNIT EMERGENCY EXIT EGRESS LIGHT LIGHT FIXTURE - TRACK LIGHT FIXTURE - UNDER COUNTER LIGHT FIXTURE - RECESSED DOWN LIGHT LIGHT FIXTURE - VANITY LIGHT OUTLET - DUPLEX WITH USB J PP OS HS WP ELECTRICAL ABBREVIATIONS, SYMBOLS, & SPECIFICATIONS 1. A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SECTION 907 OF THE IBC, NFPA 72 AND THE LOCAL FIRE DEPARTMENT. 2. THE FINAL DESIGN FOR THE FIRE ALARM SYSTEM SHALL BE BY A LICENSED FIRE PROTECTION CONTRACTOR WITH A MINIMUM OF 5 YEARS EXPERIENCE. THE SYSTEM SHALL BE FULLY ADDRESSABLE. FIRE ALARM DEVICES ON THE PLANS ARE FOR INTENT ONLY. FINAL DESIGN SHALL BE BY MINIMUM NICET III LICENSED DESIGNER AND SHALL BE SUBMITTED AND APPROVED BY ALL AUTHORITIES HAVING JURISDICTION. REGARDLESS OF WHAT IS INDICATED ON THESE INTENT PLANS CONTRACTOR SHALL PROVIDE ALL REQUIRED DEVICES NEEDED FOR THE APPROVED SYSTEM AT NO ADDITIONAL COST TO THE OWNER. 3. FIRE ALARM CONTRACTOR SHALL SUBMIT THEIR PLANS FOR REVIEW AND APPROVAL BY AUTHORITY(S) HAVING JURISDICTION AND SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED APPROVALS AND PERMITS AND FOR PASSING ALL REQUIRED INSPECTIONS. 4. GENERAL SPECIFICATIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: a. SYSTEM SHALL BE EQUIPPED WITH AUTOMATIC EMERGENCY POWER WITH A MINIMUM 24 HOUR SUPPLY. b. ACTIVATION OF THE GENERAL ALARM MUST SOUND AN ALARM AND/OR VOICE EVACUATION THROUGH OUT THE BUILDING IN ALL OCCUPIED AREAS. c. CABLING AND CONNECTION SHALL HAVE A MINIMUM 60 MINUTE FIRE RESISTANCE RATING. d. VISUAL STROBE DEVICES ARE REQUIRED AT ALL HORNS AND IN ALL PUBLIC AREAS. e. DETECTORS SHALL INCLUDE SMOKE DETECTORS (AREA AND DUCT) AND HEAT DETECTORS AS REQUIRED. f. ALL ELECTRONIC DOOR LOCKS AND HOLD OPEN DEVICES SHALL BE INTERLOCKED TO RELEASE DOORS IN FIRE ALARM CONDITION. g. POWER TO FIRE ALARM CONTROL PANEL SHALL BE PROVIDED WITH CIRCUIT BREAKER LOCK PER NFPA 72-13, SECTION 10.6.5.4. FIRE ALARM SPECIFICATIONS 220 REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 07/14/21 07/14/21 OFFICE 101 TELECOM 103BREAKROOM 102 WC 105 JANITOR 104 A:10 EF-5 150 EF-4 75 F-1 2.5 TON EF-5 A:14 F-1 A:29 L1 L1 L1 L1 L1L1 L1 L1 E2 E2 L2 L1 L1 L1 L1 EF-4 A:12 L1 EF-6 A:12 FACP S L2 X2 X2 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HA:20 HS F FAAPS A:8 A:8 A:16 TV A:16 A:18 TV A:18A:18 A:18 A:18 A:18 A:16 A:16 S A:12 WH A:37,39 #10 +42" +42" A:30 A:20 A:20 A:20 A:20 +42" A:24A:22 +66" A:26 E003 ELECTRICAL SCHEDULES & ENLARGED OFFICE REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/4" = 1'-0" ENLARGED OFFICE ELECTRICAL PLAN N KEY NOTES: PROVIDE AND INSTALL (2) 1-1/2" CONDUITS FROM EACH PODIUM, ONE FOR POWER AND ONE FOR LOW VOLTAGE. COORDINATE FINAL LOCATIONS WITH G.C. PROVIDE PATHWAYS FOR (2) HDMI CABLES IN WALLS AND OVER CEILINGS TO (2) MONITORS AS SHOWN FROM DVR IN BREAK ROOM CABINET. FIELD COORDINATE EXACT DEVICE ROUGH-IN LOCATION WITH ELECTRIC WATER COOLER INSTALLER. INSTALL POWER FOR DVR LOCATED IN UPPER CABINET. COORDINATE WITH MILLWORK CONTRACTOR. CONCEAL TV OUTLETS AND RECEPTACLES BEHIND TV LOCATIONS. FIELD COORDINATE FINAL ROUGH-IN LOCATIONS. PROVIDE OUTLETS IN STRUCTURE ABOVE TOP OF WINDOW MULLIONS. INSTALL RECEPTACLES COUNTER MOUNTED MICROWAVE, UNDER COUNTER REFRIGERATOR AND COUNTER TOP CONVENIENCE. COORDINATE WITH MILLWORK. PROVIDE AND INSTALL ELECTRICAL HAND DRYER SIMILAR TO XLERATOR #XL-BW-220. COORDINATE DRYER FINISH WITH OWNER. PROVIDE DEDICATED 120 VOLT BRANCH CIRCUIT FOR DRYER. FIELD COORDINATE DRYER ROUGH-IN LOCATION. PROVIDE DEDICATED CIRCUIT FOR ELECTRIC FURNACE AND CONNECT. PROVIDE DEDICATED CIRCUIT WITH DISCONNECT FOR ELECTRIC WATER HEATER AND CONNECT. CONTROL EXHAUST FAN WITH LIGHT SWITCH IN THIS ROOM. REMOTE KEYPAD SYSTEM. PROVIDE RECEPTACLE FOR MAG LOCK TRANSFORMER AND ROUGH IN FOR KEY PAD. COORDINATE LOCATION OF SYSTEM CONTROLLER WITH OWNER AND PROVIDE POWER AS REQUIRED. KEY PAD LIKE PTI APEX WITH SOFTWARE INTERFACE FALCON 2000 SOFTWARE FOR OMNI. PURCHASE THROUGH PTI ACCESS CONTROLS. FIELD COORDINATE EXACT ROUGH-IN LOCATION FOR DEVICE LOCATIONS. PROVIDE POWER CIRCUIT FOR FEATURE WALL SIGN. COORDINATE WITH G.C. INSTALL 4'X4' TREATED CDX PLYWOOD BACK BOARD WITH DEDICATED QUAD OUTLET. INSTALL (2) 3" CONDUITS FOR INCOMING LOW VOLTAGE SERVICES FROM EXTERIOR UTIILITY TIE IN POINT TO TELECOM ROOM BACKBOARD. REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION. 1 2 3 4 5 6 7 8 9 10 11 12 13 GENERAL NOTES: 1. REFERENCE SHEET E001 FOR LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET E002 FOR ELECTRICAL RISER DIAGRAM AND SCHEDULES. 3. E.C. SHALL PROVIDE ALL RACEWAYS AND CONDUCTORS FOR HVAC INTERLOCKS AND THERMOSTATS. PRIOR TO ROUGH-IN, COORDINATE EXACT REQUIREMENTS WITH M.C. 4. ALL EXIT SIGNS, EMERGENCY LIGHTING UNITS, AND NIGHT LIGHTS SHALL HAVE UNSWITCHED CONDUCTOR. CONNECT LIGHT FIXTURES TO NEAREST UNSWITCHED LIGHTING BRANCH CIRCUIT. 5. FIRE ALARM DEVICES SHOWN ARE DIAGRAMMATIC AND MAY NOT INDICATE TOTAL REQUIREMENTS. E.C. TO PROVIDE FINAL DESIGN AND RECEIVE APPROVALS FROM AHJ. SEE SPECIFICATIONS ON SHEET E001. 6. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL WITH TIMECLOCK OVERRIDE AS REQUIRED PER ASHRAE 90.1. 14 14 1 1 2 2 4 5 5 7 8 9 10 11 07/14/21 T UTILITY METERS00°05'46"E(M) S00°45'10"W(D) 411.64 'N00°05'46"W(M) N00°45'10"E(D) 398.63'S89°17'51"W(M) N89°51'24"W(D) 226.23' S89°17'51"W(M) N89°51'24"W(D) 206.01' N89°25'05"E(M) S89°43'58"E(D) 206.02' N00°50'56"W(M) N00°00'00"W(D) S00°50'56"E(M)S00°00 '00"E (D)181.33'(M) 182.73'(D)N89°48'49"E(M) S89°20'15"E(D) 190.00 ' N89°25'05"E(M) S89°43'58"E(D) 241.02' UP A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 OFFICE101 ELEC. 106 STAIR108 SPRINKLER 107 ELEV.109 TELECOM103 STORAGE UNITS 100 CORRIDOR 110 BREAKROOM 102 WC 105JANITOR104 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 LOADINGBAY112 STAIR 111 STORAGEUNITS100 J A:38 UTILITY POLE (EXISTING) WP UTILITY POLE (EXISTING) UTILITY TRANSFORMER (POLE MOUNTED) J GATE KEYPAD WM2 HA:26 +15' WM2 HA:26 +15' WM1 HA:26 +12.5' WM1 HA:26 +12.5' WM1 HA:26 +12.5' WM3 HA:26 +15' WM3 HA:26 +15' WM3 HA:26 +15' SERVICE SECONDARY (SEE RISER DIAGRAM) E050 ELECTRICAL SITE PLAN REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1" = 30'-0" ELECTRICAL SITE PLAN N KEY NOTES: PROVIDE ALL CONNECTIONS TO GATE OPERATOR AND BOLLARD MOUNTED KEYPAD. PROVIDE POWER AND DATA CONDUITS TO GATE OPERATOR AS REQUIRED. REFERENCE SHEET E002 FOR ADDITIONAL INFORMATION. FIELD COORDINATE ALL WORK WITH GATE INSTALLER FOR A COMPLETE INSTALLATION. FIELD COORDINATE WITH UTILITY COMPANY ALL WORK REQUIRED TO DECOMMISSION AND REMOVE EXISTING ELECTRICAL SERVICE AND REPLACE WITH NEW. ESTABLISH NEW UTILITY TRANSFORMER AS NECESSARY AND DIRECTED BY UTILITY COMPANY. FIELD VERIFY ALL COUNTS AND CONDITIONS PRIOR TO BID. FIELD COORDINATE EXACT LOCATION OF UTILITY METER WITH UTILITY COMPANY. 1 GENERAL NOTES: 1. REFERENCE SHEET E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET E002 FOR ELECTRICAL DETAILS & RISER DIAGRAM. 3. REFERENCE SHEET E003 FOR ELECTRICAL SCHEDULES & ENLARGED OFFICE. 4. ALL EXIT SIGNS, EMERGENCY LIGHTING UNITS, AND NIGHT LIGHTS SHALL HAVE UNSWITCHED CONDUCTOR. TIE FIXTURE IN TO THE NEAREST UNSWITCH BRANCH LIGHTING CIRCUITRY. 5. ALL EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL WITH TIMECLOCK OVERRIDE AS REQUIRED PER ASHRAE 90.1. 1 2 3 3 2 07/14/21 07/14/21 07/14/21 DN A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 15 ELEV. 302 STAIR 301 STORAGE UNITS 300 15 102 SF10 x 10102 SF 10 x 1099 SF10 x 10150 SF7.5 x 12.599 SF10 x 1099 SF10 x 1099 SF10 x 10153 SF7.5 x 12.549 SF10 x 5102 SF10 x 10102 SF10 x 10102 SF10 x 10103 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF 10 x 1099 SF10 x 1099 SF10 x 10148 SF10 x 13.5139 SF10 x 13.5134 SF10 x 13.5141 SF10 x 13.5147 SF10 x 15145 SF10 x 15149 SF10 x 1549 SF10 x 549 SF 10 x 549 SF10 x 598 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1049 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 549 SF10 x 524 SF5 x 5149 SF10 x 1599 SF10 x 1020 SF5 x 320 SF5 x 3102 SF10 x 10102 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10102 SF10 x 1099 SF10 x 1049 SF10 x 549 SF10 x 549 SF10 x 5L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4 L4L4L4 L4L4 L4 L4 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 E1 X2 X1 X1 X1X1 X1 X1 X1 X1 X1 OS OS OS OS OS OS OS OS OS OS L4 L4 H A:7 A:7 A:9 HS F HS HS HS HS A:25 A:25 A:25 S A:25 J HA:17 WP BUILDING SIGN OS L6 A:36 OS L6 A:36 L4 L4 L4 L4 OS L6 A:36 OSL6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OSL6 A:36 OS L6 A:36 15 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 STAIR 303 STORAGE UNITS 300 99 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 15149 SF10 x 1599 SF10 x 1099 SF10 x 1099 SF10 x 10149 SF10 x 15150 SF10 x 1591 SF10 x 10149 SF10 x 15154 SF10 x 15149 SF10 x 15149 SF10 x 1549 SF10 x 549 SF10 x 549 SF10 x 5149 SF10 x 15L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4 L4L4 L4 L3 E1 E1 E1 E1 E1 E1 E1 E1 X2 X1 X1 L3 OS OS OS OS OS OS OS HS HS HS F A:25 A:25 A:25 HS HS HS HS F HS OS L6 A:36 OS L6 A:36 L4L4 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 OS L6 A:36 E300 THIRD FLOOR ELECTRICAL PLAN REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" THIRD FLOOR ELECTRICAL AREA A 2 SCALE: 1/8" = 1'-0" THIRD FLOOR ELECTRICAL PLAN AREA B N MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A MATCH LINE A-A KEY NOTES: INSTALL GFI DUPLEX RECEPTACLE AT TOP OF STORAGE UNIT FACING CEILING. MAXIMUM SPACING NOT TO EXCEED 150' BETWEEN RECEPTACLES. TYPICAL. PROVIDE CONNECTION TO BUILDING SIGNAGE. FIELD COORDINATE EXACT LOCATION AND ELECTRICAL REQUIREMENTS WITH SIGNAGE INSTALLER. SIGNAGE SHALL BE CONTROLLED BY TIME CLOCK. ELEVATOR PIT LIGHTS AND RECEPTACLES SHALL HAVE SEPARATE DEDICATED BRANCH CIRCUITRY. FIELD COORDINATE EXACT DEVICE LOCATION WITH ELEVATOR INSTALLER TO INSURE THAT ROUGH-IN LOCATIONS DO NOT INTERFERE WITH OPERATION OF ELEVATOR. PROVIDE OCCUPANCY SENSORS IN CEILINGS TO CONTROL HALLWAY, OFFICE AND UNIT LIGHTING WITH 20 MINUTE TIME DELAY. PROVIDE BZ-50 UNIVERSAL POWER PACKS WITH WATT STOPPER / LEGRAND DUAL TECHNOLOGY FOR LIGHTS ABOVE STORAGE ROOMS AND INFRARED FOR HALLWAY LIGHTING. QUANTITIES AND LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC. E.C. SHALL PROVIDE VENDOR SHOP DRAWINGS FOR APPROVAL FOR ALL LIGHTING CONTROLS AND SHALL BE RESPONSIBLE TO ADD OR ADJUST IN FIELD TO ENSURE LIGHTING FUNCTIONS PROPERLY AND HALLWAYS AND ROOMS HAVE NO DEAD SPOTS. TYPICAL. 1 2 3 GENERAL NOTES: 1. REFERENCE SHEET E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET E002 FOR ELECTRICAL DETAILS & RISER DIAGRAM. 3. REFERENCE SHEET E003 FOR ELECTRICAL SCHEDULES & ENLARGED OFFICE. 4. MOUNT TYPE E1 LIGHT FIXTURE AT +9'-0" A.F.F. 5. ALL EXIT SIGNS, EMERGENCY LIGHTING UNITS, AND NIGHT LIGHTS SHALL HAVE UNSWITCHED CONDUCTOR. TIE FIXTURE IN TO THE NEAREST UNSWITCH BRANCH LIGHTING CIRCUITRY. 6. TYPE E2 LIGHTS SHALL BE EMERGENCY ON ONLY. 7. E.C. SHALL PROVIDE ALL RACEWAYS AND CONDUCTORS FOR HVAC INTERLOCKS AND THERMOSTATS. PRIOR TO ROUGH-IN, COORDINATE EXACT REQUIREMENTS WITH M.C. 8. CONNECT NEW LIGHT FIXTURES TO NEAREST AVAILABLE 277V 20A-1P BRANCH CIRCUIT BREAKER. DO NOT EXCEED NEC ALLOWANCES FOR BRANCH CIRCUIT LOADING. PROVIDE LIGHTING CONTROL WHERE INDICATED. 9. ALL OCCUPANCY CONTROLS ARE PROVIDED AND INSTALLED BY E.C. DRAWING LOCATIONS ARE DIAGRAMMATIC, E.C. TO WORK WITH OCCUPANCY CONTROL VENDOR AND PROVIDE AND INSTALL AS NEEDED TO CONTROL LIGHTS WITH NO DEAD SPOTS IN HALLWAYS. 2 1 4 5 43 1 5 5 07/14/21 A 1 A.1 B B.1 C C.1 D 2 3 4 5 6 7 8 9 10 11 12 13 14 1515 ACCU-1 A:31,33,35 (#10) RTU-1 HA:8,10,12 3#3 AL,#6G AL, 1"C SSD WP A:27 WP A:27 WP 13 14 15 A A.1 B B.1 C C.1 D 32 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 RTU-2 HA:14,16,18 3#3 AL,#6G AL, 1"C SSD WP A:27 WP E400 ELECTRICAL ROOF PLAN REVISIONS: DRAWN BY DATE ISSUED CHECKED BY Scope Drawings These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of work. PROJECT NUMBER: 618 East Market Street Indianapolis, Indiana 46202 phone 317/264.8162 a x i s a r c h . c o m CLIENT JP DRG 08/27/2020 200601EXTRA SPACE STORAGECARMEL DRIVE155 CARMEL DRIVE, CARMEL, INExtra Space Storage 900 Keystone Crossing, Ste. 230 Jim Adams Indianapolis, IN 46240 PH: 317-663-8648 CIVIL ENGINEER STRUCTURAL ENGINEER # DESCRIPTION DATE Weihe Engineers 10505 N. College Avenue Brad Schoeff - Sr. Project Manager Indianapolis, IN 46280 PH: 317-846-6611 Innovative Structural Solutions, P.A. 5279 Kyler Avenue, NE Albertville, IN 55301 PH: 763-425-9960 MEP ENGINEER Gooderum & Associates Engineering 874 Cheltenham Way David Gooderum, PE Avon, IN 46123 PH: 317-506-8151 1 SCALE: 1/8" = 1'-0" ELECTRICAL ROOF PLAN AREA A 2 SCALE: 1/8" = 1'-0" ELECTRICAL ROOF PLAN AREA B 1. REFERENCE SHEET E001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS, SPECIFICATIONS AND NOTES. 2. REFERENCE SHEET E002 FOR ELECTRICAL DETAILS & RISER DIAGRAM. 3. REFERENCE SHEET E003 FOR ELECTRICAL SCHEDULES & ENLARGED OFFICE. GENERAL NOTES: MATCH LINE D MATCH LINE D MATCH LINE D MATCH LINE D N 07/14/21