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Home My WebLink AboutC200_Bid Addendum No. 1WEST 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