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MedVet Carmel Animal Hospital Addition Full Set
© 2022 M+A Architects GENERAL NOTES CODE DATA SHEET INDEX SITE LOCATION MAP REVISIONS REVISION DATE DESCRIPTION ALTERNATES MEDVET INDIANAPOLIS -ANIMAL HOSPITAL 9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032 RENOVATION AND ADDITION PROJECT NO. 20297 CONTRACT DOCUMENTS04 MARCH 2022 775 YARD STREET, SUITE 325 | COLUMBUS, OHIO 43212 | PH (614) 764-0407 | FAX (614) 764-0237 H0.01 HVAC INDEX SHEET H1.01 FIRST FLOOR HVAC DEMOLITION H1.02 SECOND FLOOR HVAC DEMOLITION H1.03 ROOF HVAC DEMOLITION H2.01A FIRST FLOOR HVAC NEW WORK - AREA A H2.01B FIRST FLOOR HVAC NEW WORK - AREA B H2.01C FIRST FLOOR HVAC NEW WORK - AREA C H2.01D FIRST FLOOR HVAC NEW WORK A- AREA D H2.02 SECOND FLOOR HVAC ROOF PLAN H2.02A SECOND FLOOR HVAC NEW WORK - AREA A H2.02B SECOND FLOOR HVAC NEW WORK - AREA B H2.02C SECOND FLOOR HVAC NEW WORK - AREA C H2.02D SECOND FLOOR HVAC NEW WORK - AREA D H2.02E SECOND FLOOR HVAC NEW WORK - AREA E H2.03 ROOF HVAC NEW WORK H5.01 HVAC SCHEDULES H5.02 HVAC SCHEDULES H6.01 HVAC DETAILS H6.02 HVAC DETAILS E0.00 ELECTRICAL SYMBOLS AND LEGENDS E0.01 ELECTRICAL SITE PLAN - ENABLING / DEMO E0.02 ELECTRICAL SITE PLAN - NEW WORK E1.01 FIRST FLOOR - DEMOLITION PLAN E1.02 SECOND FLOOR - DEMOLITION PLAN E2.01A FIRST FLOOR - LIGHTING PLAN AREA A E2.01B FIRST FLOOR - LIGHTING PLAN AREA B E2.01C FIRST FLOOR - LIGHTING PLAN AREA C E2.01D FIRST FLOOR - LIGHTING PLAN AREA D E2.02A SECOND FLOOR - LIGHTING PLAN AREA A E2.02B SECOND FLOOR - LIGHTING PLAN AREA B E2.02C SECOND FLOOR - LIGHTING PLAN AREA C E2.02D SECOND FLOOR - LIGHTING PLAN AREA D E2.02E SECOND FLOOR - LIGHTING PLAN AREA E E3.01A FIRST FLOOR - POWER PLAN AREA A E3.01B FIRST FLOOR - POWER PLAN AREA B E3.01C FIRST FLOOR - POWER PLAN AREA C E3.01D FIRST FLOOR - POWER PLAN AREA D E3.01M FIRST FLOOR - MECHANICAL POWER PLAN E3.02A SECOND FLOOR - POWER PLAN AREA A E3.02B SECOND FLOOR - POWER PLAN AREA B E3.02C SECOND FLOOR - POWER PLAN AREA C E3.02D SECOND FLOOR - POWER PLAN AREA D E3.02E SECOND FLOOR - POWER PLAN AREA E E3.02M SECOND FLOOR - MECHANICAL POWER PLAN E3.03 ROOF - POWER PLAN E4.01 ELECTRICAL ENLARGED PLANS E5.01 ELECTRICAL SCHEDULES E5.02 ELECTRICAL SCHEDULES E5.03 ELECTRICAL SCHEDULES E5.04 ELECTRICAL SCHEDULES E6.01 ONE LINE DIAGRAM - EXISTING E6.02 ONE LINE DIAGRAM - NEW WORK E6.03 ONE LINE SCHEDULES E6.04 ONE LINE SCHEDULES E7.01 ELECTRICAL DETAILS E7.02 ELECTRICAL DETAILS E7.03 ELECTRICAL DETAILS T0.00 TECHNOLOGY SYMBOLS AND LEGENDS T2.01A FIRST FLOOR - TECHNOLOGY PLAN - AREA A T2.01B FIRST FLOOR - TECHNOLOGY PLAN - AREA B T2.01C FIRST FLOOR - TECHNOLOGY PLAN - AREA C T2.01D FIRST FLOOR - TECHNOLOGY PLAN - AREA D T2.02A SECOND FLOOR - TECHNOLOGY PLAN - AREA A T2.02B SECOND FLOOR - TECHNOLOGY PLAN - AREA B T2.02C SECOND FLOOR - TECHNOLOGY PLAN - AREA C T2.02D SECOND FLOOR - TECHNOLOGY PLAN - AREA D T2.02E SECOND FLOOR - TECHNOLOGY PLAN - AREA E T4.01 TECHNOLOGY DETAILS A8.00 FINISH LEGEND A8.01 ROOM FINISH SCHEDULE A8.02 INTERIOR DETAILS A8.10A FIRST FLOOR FINISH PLAN - AREA A A8.10B FIRST FLOOR FINISH PLAN - AREA B A8.10C FIRST FLOOR FINISH PLAN - AREA C A8.10D FIRST FLOOR FINISH PLAN - AREA D A8.20A SECOND FLOOR FINISH PLAN - AREA A A8.20B SECOND FLOOR FINISH PLAN - AREA B A8.20C SECOND FLOOR FINISH PLAN - AREA C A8.20D SECOND FLOOR FINISH PLAN - AREA D A8.20E SECOND FLOOR FINISH PLAN - AREA E A9.01 MILLWORK ELEVATIONS A9.02 MILLWORK ELEVATIONS A9.03 MILLWORK ELEVATIONS A9.04 MILLWORK ELEVATIONS A9.05 MILLWORK ELEVATIONS A9.06 MILLWORK ELEVATIONS A9.07 MILLWORK ELEVATIONS A9.08 MILLWORK ELEVATIONS A9.09 MILLWORK ELEVATIONS A9.10 MILLWORK ELEVATIONS A9.11 MILLWORK ELEVATIONS A9.12 MILLWORK ELEVATIONS A9.20 MILLWORK DETAILS A9.21 MILLWORK DETAILS A9.22 MILLWORK DETAILS A9.23 MILLWORK DETAILS A9.24 MILLWORK DETAILS A10.00 DOOR SCHEDULE & DETAILS A10.01 DOOR SCHEDULE A10.02 STOREFRONT ELEVATIONS & DETAILS S0.00 STRUCTURAL NOTES S0.01 COLUMN SCHEDULE S1.01 FOUNDATION PLAN S2.01 SECOND FLOOR / LOW ROOF FRAMING PLAN S2.02 ROOF FRAMING PLAN S2.03 SCREENWALL FRAMING PLAN S3.01 FOUNDATION DETAILS S4.01 FRAMING DETAILS S4.02 FRAMING DETAILS S5.01 ROOF DETAILS F0.01 FIRE PROTECTION INDEX SHEET F2.01 FIRST FLOOR FIRE PROTECTION NEW WORK F2.02 SECOND FLOOR FIRE PROTECTION NEW WORK F2.03 ROOF FIRE PROTECTION NEW WORK F6.01 FIRE PROTECTION DETAILS P0.01 PLUMBING INDEX SHEET P1.00 UNDERFLOOR PLUMBING DEMOLITION P1.01 FIRST FLOOR PLUMBING DEMOLITION P1.02 SECOND FLOOR PLUMBING DEMOLITION P1.03 ROOF PLUMBING DEMOLITION P1.11 FIRST FLOOR MEDICAL GAS DEMOLITION P2.00 UNDERFLOOR PLUMBING NEW WORK P2.01A FIRST FLOOR PLUMBING NEW WORK - AREA A P2.01B FIRST FLOOR PLUMBING NEW WORK - AREA B P2.01C FIRST FLOOR PLUMBING NEW WORK - AREA C P2.01D FIRST FLOOR PLUMBING NEW WORK - AREA D P2.02B SECOND FLOOR PLUMBING NEW WORK - AREA B P2.02C SECOND FLOOR PLUMBING NEW WORK - AREA C P2.02D SECOND FLOOR PLUMBING NEW WORK - AREA D P2.02E SECOND FLOOR PLUMBING NEW WORK - AREA E P2.03 ROOF PLUMBING NEW WORK P3.01 FIRST FLOOR MEDICAL GAS NEW WORK P3.02 SECOND FLOOR MEDICAL GAS NEW WORK P5.01 PLUMBING SCHEDULES P6.01 PLUMBING DETAILS P6.02 PLUMBING DETAILS P6.03 PLUMBING DETAILS P7.01 PLUMBING STACKS P7.02 PLUMBING STACKS A0.00 COVER SHEET C0.1 DEMOLITION PLAN C1.1 STAKING PLAN C1.2 STAKING DETAILS C2.1 GRADING & STORM SEWER PLAN C2.2 STORM SEWER DETAILS C2.3 STORM SEWER PROFILES C2.4 EROSION CONTROL PLAN C2.5 EROSION CONTROL DETAILS C3.1 UTILITY PLAN C3.2 UTILITY DETAILS L-1 LANDSCAPE PLAN L-2 PLANT LIST AND DETAILS A0.01 SYMBOLS & ABBREVIATIONS A0.02 INTERIOR PARTITION SCHEDULE A0.03 TYP MOUNTING HEIGHTS A0.04 ACCESSIBILITY STANDARDS A0.30 UL DESIGN NO. U415 A0.31 UL DESIGN NO. U419 A0.32 UL DESIGN NO. U455 & U905 A0.50 FIRST FLOOR LIFE SAFETY PLAN A0.51 SECOND FLOOR LIFE SAFETY PLAN A0.90 PHASING PLAN A1.10 OVERALL FIRST FLOOR DEMO PLAN A1.20 OVERALL SECOND FLOOR DEMO PLAN A1.30 OVERALL ROOF DEMO PLAN A1.40 DEMO - EXTERIOR ELEVATIONS A2.00 ARCHITECTURAL SITE PLAN A2.01 SITE PLANS, ELEVATIONS AND DETAILS A2.02 SITE PLANS, ELEVATIONS AND DETAILS A2.10 OVERALL FIRST FLOOR NEW WORK PLAN A2.10A FIRST FLOOR NEW WORK PLAN - AREA A A2.10B FIRST FLOOR NEW WORK PLAN - AREA B A2.10C FIRST FLOOR NEW WORK PLAN - AREA C A2.10D FIRST FLOOR NEW WORK PLAN - AREA D A2.20 OVERALL SECOND FLOOR NEW WORK PLAN A2.20A SECOND FLOOR NEW WORK PLAN - AREA A A2.20B SECOND FLOOR NEW WORK PLAN - AREA B A2.20C SECOND FLOOR NEW WORK PLAN - AREA C A2.20D SECOND FLOOR NEW WORK PLAN - AREA D A2.20E SECOND FLOOR NEW WORK PLAN - AREA E A2.30 FIRST FLOOR ROOF PLAN A2.31 SECOND FLOOR ROOF PLAN A3.10 OVERALL FIRST FLOOR REFLECTED CEILING PLAN A3.10A FIRST FLOOR RCP - AREA A A3.10B FIRST FLOOR RCP - AREA B A3.10C FIRST FLOOR RCP - AREA C A3.10D FIRST FLOOR RCP - AREA D A3.20 OVERALL SECOND FLOOR REFLECTED CEILING PLAN A3.20A SECOND FLOOR RCP - AREA A A3.20B SECOND FLOOR RCP - AREA B A3.20C SECOND FLOOR RCP - AREA C A3.20D SECOND FLOOR RCP - AREA D A3.20E SECOND FLOOR RCP - AREA E A4.10 OVERALL FIRST FLOOR EQUIPMENT PLAN A4.10A FIRST FLOOR EQUIPMENT PLAN - AREA A A4.10B FIRST FLOOR EQUIPMENT PLAN - AREA B A4.10C FIRST FLOOR EQUIPMENT PLAN - AREA C A4.10D FIRST FLOOR EQUIPMENT PLAN - AREA D A4.20 OVERALL SECOND FLOOR EQUIPMENT PLAN A4.20A SECOND FL EQUIPMENT PLAN - AREA A A4.20B SECOND FL EQUIPMENT PLAN - AREA B A4.20C SECOND FL EQUIPMENT PLAN - AREA C A4.20D SECOND FL EQUIPMENT PLAN - AREA D A4.20E SECOND FL EQUIPMENT PLAN - AREA E A5.01 ENLARGED TOILET PLANS AND ELEVATIONS A5.02 ENLARGED KENNEL RUNS AND ELEVATIONS A6.01 EXTERIOR ELEVATIONS A6.02 EXTERIOR ELEVATIONS A7.01 EXTERIOR WALL SECTIONS A7.02 EXTERIOR WALL SECTIONS A7.03 EXTERIOR WALL SECTIONS A7.04 EXTERIOR WALL SECTIONS A7.05 ELEVATOR - PLANS, SECTIONS & DETAILS A7.06 STAIR - PLANS, SECTIONS & DETAILS A7.07 EXTERIOR DETAILS A7.08 EXTERIOR DETAILS A7.09 EXTERIOR DETAILS SEE LIFE SAFETY PLAN A0.50 & A0.51 PROJECT LOCATION: MEDVET CARMEL 650 MAYFLOWER PARK DRIVE CARMEL, INDIANA 46032 1. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL GOVERNING CODES AND ORDINANCES, INCLUDING ALL FEDERAL, STATE, LOCAL AND LIFE SAFETY CODES, INCLUDING BUT NOT NECESSARILY LIMITED TO THE 2012 INTERNATIONAL BUILDING CODE (IBC), THE INDIANA BUILDING CODE (2014 EDITION)., THE 2010 A.D.A. GUIDELINES, AND ALL CODES AND REFERENCES NOTED ELSEWHERE ON THESE DRAWINGS OR APPLICABLE DUE TO GOVERNING CODE. 2. REPORT ANY CONFLICTS OR INCONSISTENCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. 3. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTORS TO INITIATE, MAINTAIN, AND SUPERVISE ALL SAFETY MEASURES, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE WORK. 4. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS; BEFORE PROCEEDING WITH ANY WORK, ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS SHALL BE REPORTED TO A/E. 5. FIELD VERIFY ALL DIMENSIONS REQUIRED FOR EQUIPMENT PRIOR TO INSTALLATION. COORDINATE LAYOUT WITH OWNER TO ACCOMMODATE ACTUAL SIZES NEEDED. 6. OBTAIN ANY MISSING DIMENSIONS OR INFORMATION FROM THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE ANY DRAWINGS. 7. DO NOT DEMOLISH ANYTHING NOT SPECIFICALLY NOTED ON THESE PLANS. IF CONCEALED ITEMS ARE DISCOVERED IN EXISTING WALLS (OR OTHER CONSTRUCTION ASSEMBLIES) GENERALLY NOTED AS "TO BE DEMOLISHED," THEN DO NOT PROCEED WITH DEMOLITION WITHOUT RECEIVING CONSENT FROM THE ARCHITECT (AND THE CONSULTING ENGINEER, WHEN APPLICABLE). 8. SOME DETAILS, SYSTEMS, AND MEANS OF CONSTRUCTION ARE SHOWN TYPICALLY FOR A SINGLE CONSTRUCTION. WITH REASONABLE MODIFICATION THEY CAN BE APPLIED TO ALL REMAINING SIMILAR DETAILS BY THE CONTRACTOR. 9. CONTRACTOR IS ENCOURAGED TO VISIT THE SITE PRIOR TO BIDDING TO DETERMINE THE ACTUAL SITE CONDITIONS. 10. THE ARCHITECT AND ENGINEERING CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, OR SEQUENCES OF CONSTRUCTION NOT HEREIN SPECIFIED. 11. ALL EQUIPMENT SHOWN DIAGRAMMATICALLY ONLY. PROVIDE DETAILED DESIGN AS WELL AS ALL INTEGRATED SYSTEM REQUIREMENTS PRIOR TO FABRICATION AND OR INSTALLATION. 12. ALL EQUIPMENT, MILLWORK, AND CABINETRY ARE SHOWN DIAGRAMMATICALLY ONLY. PROVIDE DETAILED DESIGN AS WELL AS ALL MECHANICAL AND ELECTRICAL AND/OR REQUIREMENTS PRIOR TO FABRICATION/INSTALLATION. 13. CUTTING AND PATCHING SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR REQUIRING SUCH WORK. REFER TO GENERAL CONDITIONS. 14. ALL COORDINATION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR HIS DESIGNEE. 15. WORK MAY BE REQUIRED TO BE PERFORMED OFF-HOURS. VERIFY WORK HOURS REQUIREMENTS WITH THE OWNER AND INCLUDE COSTS FOR SAME IN BID. 16. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF HIS OWN WORK UNTIL FINAL ACCEPTANCE. ALL ASSEMBLIES ARE DESIGNED TO BE SELF- SUFFICIENT WHEN IN PLACE AND SHOULD HAVE NECESSARY MEANS OF TEMPORARY PROTECTION PRIOR TO FINAL COMPLETION. 17. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL OF HIS/HER SPOILS, CUTTINGS, DROPPINGS, EXCESS MATERIAL AND DEBRIS. 18. IN THE EVENT THAT A CONFLICT OF RESPONSIBILITY OCCURS FOR A PART OF THE WORK, THE CONTRACTOR WHO IS RESPONSIBLE FOR THE CSI SPECIFICATION DIVISION IN WHICH THE WORK IS CUSTOMARILY PLACED WILL PERFORM THE WORK. 19. ALL CONTRACTORS SHALL REFER TO MECHANICAL, ELECTRICAL, PLUMBING AND F,F&E DRAWINGS FOR INFORMATION PERTAINING TO THAT SPECIFIC TRADE, WHICH MAY IMPACT THEIR TRADE'S WORK. FIELD VERIFY & COORDINATE PLACEMENT OF ALL RESPECTIVE M/E/P FIXTURES AND/OR F,F&E ITEMS, AND REPORT ALL DISCREPANCIES TO A/E BEFORE PROCEEDING WITH WORK. 20. IF DIRECTIONS ON THESE PLANS CONFLICT WITH DIRECTION ESTABLISHED BY THE OWNER, THEN CONTACT THE OWNER OR THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK. 21. ABIDE BY ALL OWNER'S TYPICAL REQUIREMENTS REGARDING TEMPORARY FACILITIES, INFECTION CONTROL, JOBSITE ACCESS AND SECURITY, AND ALL OTHER APPLICABLE TYPICAL OWNER REQUIREMENTS. 22. ALL RATED FIRE ASSEMBLIES MUST HAVE THE PROPER U.L. RATING. IF WORK HEREIN REQUIRES CUTTING OF EXISTING RATED ASSEMBLIES, THEN PATCHING SHALL CONFORM TO THE ORIGINAL OR LATEST REQUIREMENTS OF THE RELEVANT U.L. RATING. REFER TO THE SPECIFICATIONS FOR MORE INFORMATION. 23. ERECT DUST BARRIERS AS REQUIRED TO PREVENT TRANSFER OF CONSTRUCTION DUST TO NEIGHBORING SPACES. PROVIDE ALL CONTAINMENT AND INFECTION CONTROL PROTOCOLS REQUIRED BY THE OWNER. 24. PROVIDE FRT BLOCKING IN WALLS, AS REQUIRED, IN ORDER TO SECURE ALL EQUIPMENT, ACCESSORIES, HANDRAILS, HARDWARE, CASEWORK, ETC. COORDINATE WITH APPROPRIATE TRADE AND/OR MANUFACTURER AND THE CORRESPONDING INSTALLATION AGENT. BLOCKING TO IS NOT NECESSARY FOR WALL MOUNTED BIO HAZARD CONTAINERS, SHARPS BOX CONTAINERS, SOAP DISPENSERS, GLOVE DISPENSERS OR TOWEL DISPENSERS. 25. REFER TO THE SPECIFIC SCHEDULES FOR DESCRIPTIONS OF DOOR TYPES, GLASS TYPES, HARDWARE SETS AND ACCESSORIES. 26. PROVIDE TRANSITION STRIPS AT ALL FLOOR INTERSECTIONS OF DIFFERENT MATERIALS, EXCEPT AS MAY BE PROVIDED OTHERWISE BY OWNER DIRECTION. 27. DIFFERENT FLOOR MATERIALS SHALL MEET UNDER THE CENTERLINE OF DOORS UNLESS NOTED OTHERWISE. 28. SEPARATE DISSIMILAR METALS TO PREVENT CORROSION CAUSED BY ELECTROLYTIC ACTION OR OTHER CAUSES AS RECOMMENDED BY THE RESPECTIVE PRODUCT MANUFACTURER/SUPPLIER. 29. REFER TO THE PROJECT MANUAL AND GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION FOR ADDITIONAL REQUIREMENTS FOR COMPLETION AND ADMINISTRATION OF THE PROJECT. 30 REFER TO THE PROJECT MANUAL FOR INFORMATION REGARDING THE DOCUMENTATION OF COMPLETED BLOCKING PRIOR TO CONCEALMENT BY SUBSEQUENT CONSTRUCTION. 1650 WATERMARK DRIVE | COLUMBUS, OHIO 43215-7010 | PH. (614) 487-1650 | FAX (614) 487-8981 | CSMEPTKORDA/ NEMETH ENGINEERING, INC. - NONE AT THIS TIME 9240 Robinhood Circle | Westerville, Ohio 43082 | PH. (614) 530-5273 | bking@kla-studios.com | LANDSCAPE ARCHITECTURE + SITE PLANNINGkla studios - 1 2022-03-17 Addendum 01 1 1 PT. OF THE SOUTHWEST 1/4, SECTION 7, TWP. 17 NORTH, RG. 3 EAST, 2ND P.M., CLAY TWP., HAMILTON COUNTY, INDIANA SITE LEGAL DESCRIPTION 07/07/22 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 94.7' 95.2'143.6'3.1' 8.2' TC: 884.41 Inv. 12" N 882.01 Inv. 15" S 882.01 TC: 884.98 Inv. 10" E 883.23 TC: 884.92 Inv. Unable to Open TC: 884.90 Inv. Unable to Open TC: 884.41 Inv. 15" W 882.66 TC: 885.76 Inv. Unable to Open TC: 884.12 G CO CO CO M M T T T T T Ex. End Section Inv. 881.42 Ex. End Section Inv. 881.28 Ex. End Section Inv. 881.62 Ex. End Section Inv. 880.88 Ex. End Section Inv. 881.12 Ex. End Section Inv. 880.90 Ex. End Section Inv. 882.38 Ex. End Section Inv. 881.65 Ex. End Section Inv. 882.43 Ex. End Section Inv. 882.40 8"W8"W8"WPL PL PL PLPLPLPLPLPL PLPL 2"W2"W 2"W 10"STM 12"STM15"STM15"STMSTMEEEEGGGGSAN SAN SANR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W 94.7' 95.2'143.6'3.1' 8.2' TC: 884.41 Inv. 12" N 882.01 Inv. 15" S 882.01 TC: 884.98 Inv. 10" E 883.23 TC: 884.92 Inv. Unable to Open TC: 884.90 Inv. Unable to Open TC: 884.41 Inv. 15" W 882.66 TC: 885.76 Inv. Unable to Open TC: 884.12 G CO CO CO M M T T T T T Ex. End Section Inv. 881.42 Ex. End Section Inv. 881.28 Ex. End Section Inv. 881.62 Ex. End Section Inv. 880.88 Ex. End Section Inv. 881.12 Ex. End Section Inv. 880.90 Ex. End Section Inv. 882.38 Ex. End Section Inv. 881.65 Ex. End Section Inv. 882.43 Ex. End Section Inv. 882.40 8"W8"W8"WPL PL PL PLPLPLPLPLPL PLPL 2"W2"W 2"W 10"STM 12"STM15"STM15"STMSTMEEEEGGGGSAN SAN SAN1 1 1 2 2 2 2 21 3 3 4 5 6 7 7 SAVE SAVE SAVE SAVE SAVE SAVE SAVE SAVE SAVE EXISTING BUILDING 8 8 DEMOLITION LEGEND PROPOSED EXISTING GENERAL NOTES: 1. DISPOSE OF CONSTRUCTION DEBRIS OFF-SITE IN ACCORDANCE WITH LOCAL CODES. 2. REMOVE AND DISPOSE OF ON SITE FEATURES AS SHOWN ON THE PLAN. 3. SAW-CUT EXISTING PAVEMENT AT LIMITS OF PAVEMENT REMOVAL TO FULL DEPTH USING CARE TO CUT NEAT, STRAIGHT LINES. CUT AT EXISTING JOINTS WHERE POSSIBLE. 4. CONTRACTOR TO PROTECT EXISTING SITE FEATURES TO REMAIN OUTSIDE CONSTRUCTION LIMITS. REPAIR ANY DAMAGE TO THE SATISFACTION OF THE OWNER AT NO ADDITIONAL COST. 5. CONTROL DUST AT THE SITE. PROVIDE STREET CLEANING WHEN NECESSARY, AND WHEN REQUESTED BY OWNER. 6. GRADE SITE DURING CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE TO EXISTING AND/OR PROPOSED STORM WATER MANAGEMENT SYSTEMS. 7. PERFORM WORK IN ACCORDANCE WITH LOCAL CODES AND REGULATIONS. CODED NOTES:X 1. PROTECT EXISTING PAVEMENT/SIDEWALK TO REMAIN. 2. PROTECT EXISTING CONCRETE CURB TO REMAIN. 3. SAWCUT EXISTING PAVEMENT WITH NEAT, STRAIGHT LINES. MATCH EXISTING PAVEMENT GRADE AT THIS POINT. 4. PROTECT EXISTING UTILITY STRUCTURE TO REMAIN. ADJUST TO FINAL GRADE. 5. COVER EXISTING PAVEMENT MARKINGS WITH 2 COATS OF BLACK PAINT AND RESTRIPE. 6. CONTRACTOR TO COORDINATE WITH OWNER TO REMOVE/RELOCATE EXISTING SIGN. 7. REMOVE EXISTING SIGN AND ASSOCIATED FOUNDATION. 8. EXISTING GUARDRAIL TO BE REMOVED WHERE IN CONFLICT WITH NEW MULTI-USE PATH. 0 GRAPHIC SCALE SCALE IN FEET 30 60 90 REMOVE EXISTING ASPHALT, GRAVEL, AND CONCRETE PAVEMENT, CONCRETE SIDEWALK, BUILDING FOUNDATION, AND PAVEMENT BASE MATERIALS EXISTING WETLAND TO BE PROTECTED REMOVE EXISTING TREE PROTECT EXISTING TREE TO REMAIN REMOVE EXISTING CONCRETE CURB SAVE REFER TO SHEET TOPOGRAPHIC SURVEY REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 DEMOLITION PLAN C0.1AWM AWM JDB 07/07/22 XXXXXXXXXXR/W R/W R/W ESMT ESMT ESMT ESMT ESMT ESMT ES MT ESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT3.1' 8.2' ESMT ESMT ESMT ESMT ESMTESMTESMTESMTPL PL PL PLPLPLPLPLPL PLPL 50' Ex. R/WWetland HC HC HC HC HC VANPR. PIPE CULVERT INV. 882.00 R/W R/W 47' Preservation Easement Construction Limits Construction Limits Construction Limits 10 SPACES @ 9'=90'-0" 10 SPACES @ 9'=90'-0"18'-0"25'-0"18'-0"25'-0"9 SPACES @ 9'=82'-0"14 SPACES @ 9'=126'-0"25'-0"4 SPACES@ 9'=36'-0"5 SPACES @ 9'=45'-0"25'-0"9'5'9'9'9'9'5'8'18'-0" 18'-0" 1 2 3 4 25'-0"R20'-0"R2 0 ' - 0 " EXISTING BUILDING 5 5 5 5 55 5 PROPOSED BUILDING ADDITION 5' 7'-6" 4'-6" 5'-0" 10'-0" R/W Dedication 5 5 5 5 STAKING LEGEND EXISTING PROPOSED HC X 1. DIMENSIONS AND COORDINATES ARE GIVEN TO FACE OF CURB AND FACE OF BUILDING UNLESS OTHERWISE NOTED. 2. CURB AND SIDEWALK RADII SHALL BE 5'-0" UNLESS OTHERWISE NOTED. 3. PROVIDE STRIPING AND SYMBOLS AS SHOWN PER INDOT ITEM 808. TYPICAL LINE WIDTH SHALL BE 4 INCHES, COLOR WHITE. 4. STANDARD PARKING STALL DIMENSIONS ARE 9'-0" IN WIDTH BY 20'-0" IN LENGTH UNLESS OTHERWISE NOTED. 5. SAWCUT FULL DEPTH SIDEWALK AND PAVEMENT WHERE NEW WORK ABUTS EXISTING CONSTRUCTION. TAKE CARE TO PROVIDE NEAT STRAIGHT LINES. PROVIDE PAVEMENT SEALANT PER INDOT ITEM 401 AT JOINT BETWEEN EXISTING AND NEW ASPHALT. REMOVE CONCRETE TO NEAREST JOINT. PROVIDE 12" PREFORMED EXPANSION JOINT FILLER BETWEEN NEW AND EXISTING CONSTRUCTION. 6. ANY PROPERTY PINS DAMAGED AS PART OF CONSTRUCTION SHALL BE RESET BY AN INDIANA REGISTERED SURVEYOR. 7. PROVIDE 4 HANDICAP ACCESSIBLE PARKING SIGNS AND 1 VAN ACCESSIBLE PARKING SIGNS AS SHOWN ON DETAIL C/C1.2. FINAL LOCATION OF SIGNS TO BE DETERMINED BY ARCHITECT. 8. MAINTAIN PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT BUILDINGS AT ALL TIMES DURING CONSTRUCTION. 9. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SITE SIGNAGE NOT SHOWN ON THIS SHEET. 10. BUILDING COORDINATES PROVIDED FOR BUILDING LOCATION ONLY. REFER TO ARCHITECTURAL PLANS FOR BUILDING LAYOUT. 11. PROVIDE CONTROL JOINTS PER DETAIL D/C1.2. PROVIDE ISOLATION JOINTS WHERE NEW CONCRETE ABUTS EXISTING STRUCTURES PER DETAIL E/C1.2 AND PER SPECIFICATIONS. 1. PROPOSED EMERGENCY GENERATOR. REFER TO ELECTRICAL SHEETS. 2. PROPOSED UTILITY SERVICE TRANSFORMER. REFER TO ELECTRICAL SHEETS. 3. PROPOSED MEDGAS ENCLOSURE. REFER TO ARCHITECTURAL SHEETS. 4. BICYCLE RACK PER DETAIL F/C1.2 (TYP. 2). 5. SAW-CUT EXISTING PAVEMENT WITH NEAT, STRAIGHT LINES. MATCH EXISTING PAVEMENT GRADE AT THIS POINT. 0 GRAPHIC SCALE SCALE IN FEET 30 60 90 GENERAL NOTES: CODED NOTES: STRAIGHT CURB PER STD. DWG. 10-16 PAVEMENT WALK SCORE CONSTRUCTION LIMITS PAINTED WHEELCHAIR SYMBOL HANDICAPPED PARKING SIGN PER DETAIL C/C1.2 LIGHT DUTY ASPHALT PER DETAIL B/C1.2 CONCRETE SIDEWALK PER STD. DWG. 10-18 OR 10-19 REFER TO TOPOGRAPHIC SURVEY REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 STAKING PLAN C1.1AWM AWM JDB BUILDING/WALL PARKING CALCULATION USE SQUARE FOOTAGE MINIMUM VETERINARY HOSPITAL 30,305 SF 1:300 SF = 101 REQUIRED PARKING 101 EXISTING PARKING TO REMAIN 41 PROPOSED PARKING 56 TOTAL PARKING 97 REQUIRED ADA PARKING (VAN/TOTAL)1/5 PROPOSED ADA PARKING (VAN/TOTAL)1/5 HEAVY DUTY ASPHALT PER DETAIL A/C1.2 FENCE. REFER TO ARCHITECTURAL DETAILS GENERAL ZONING & PROJECT INFORMATION ADDRESS:650 MAYFLOWER PARK DR PARCEL NO.:17-13-07-00-09-002.000 EXISTING ZONING CLASSIFICATION/DISTRICT:I-1 TOTAL SITE AREA:4.52 AC FRONT BUILDING SETBACK:15' SIDE BUILDING SETBACK:5' REAR BUILDING SETBACK:15' PROPOSED BUILDING HEIGHT:35'-0" BUILDING USE:VETERINARY HOSPITAL EXISTING BUILDING AREA (SF):15,205 PROPOSED BUILDING ADDITION AREA (SF):15,100 TOTAL BUILDING AREA (SF):30,305 MAXIMUM LOT COVERAGE:90% EXISTING LOT COVERAGE 20.3% PROPOSED LOT COVERAGE:35.4% TOTAL PROJECT DISTURBANCE:1.30 AC IMPERVIOUS AREA ADDED:1.02 AC LIGHT FIXTURE. REFER TO ELECTRICAL SHEETS. MULTI-USE PATH PER STD. DWG. 10-20 HEAVY DUTY CONCRETE PER DETAIL G/C1.2 PT. OF THE SOUTHWEST 14, SECTION 7, TWP. 17 NORTH, RG. 3 EAST, 2ND P.M., CLAY TWP., HAMILTON COUNTY, INDIANA SITE LEGAL DESCRIPTION: 07/07/22 REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 STAKING DETAILS C1.2AWM AWM JDB 1 1/4" HMA SURFACE, TYPE "C", 1 3/4" HMA INTERMEDIATE, TYPE "C" 5" HMA BASE, TYPE "C" TACK COAT, APPLIED AT A RATE OF 0.10 GAL PER SQ. YD. NOTES: 1. COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING INDOT REQUIREMENTS. 2. SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATE SOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE. 3. OBTAIN JOB MIX FORMULA APPROVAL BY PROVIDING A PREVIOUSLY INDOT APPROVED FORMULA . 4. PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFIC GRAVITY FOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACE MATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITY ASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER. 4" COMPACTED AGGREGATE, NO. 53 COMPACTED SUBGRADE DETAIL HEAVY DUTY ASPHALT PAVEMENT N.T.S. A NOTES: 1. COMPOSE HOT MIX ASPHALT MIXTURE WITH AGGREGATE AND ASPHALT BINDER MEETING INDOT REQUIREMENTS. 2. SUBMIT AN APPROVED JOB MIX FORMULA INCLUDING MIX TYPE PROPOSED FOR USE, AGGREGATE SOURCE, TYPE, AND GRADATION, PERCENT OF ASPHALT BINDER, AND UNIT WEIGHT OF THE MIXTURE. 3. OBTAIN JOB MIX FORMULA APPROVAL BY PROVIDING A PREVIOUSLY INDOT APPROVED FORMULA. 4. PROVIDE COMPACTION RANGING FROM 90 TO 97.9% OF THE AVERAGE MAXIMUM SPECIFIC GRAVITY FOR SURFACE COURSE AND 90 TO 96.9% FOR INTERMEDIATE COURSE. REMOVE AND REPLACE MATERIAL PLACED OUTSIDE OF SAID RANGES. PROVIDE REPLACEMENT PAVEMENT AND QUALITY ASSURANCE TESTING AT NO ADDITIONAL COST TO THE OWNER. 1 1/4" HMA SURFACE, TYPE "C" 1 3/4" HMA INTERMEDIATE, TYPE "C" TACK COAT, APPLIED AT A RATE OF 0.10 GAL PER SQ. YD. 8" COMPACTED AGGREGATE, NO. 53 COMPACTED SUBGRADE, INDOT DETAIL N.T.S.B LIGHT DUTY ASPHALT PAVEMENT 8"FOR ELEVATION SEE SITE PLAN 2'-0"6" EXISTING ASPHALT PAVEMENT LIGHT BROOM FINISH 8" THICK CONCRETE SLAB 6" INDOT ITEM 301 AGGREGATE BASE COMPACTED SUBGRADE, PER SPECIFICATION SECTION 31 00 00 NOTES: 1. PROVIDE JOINTS AS INDICATED ON DRAWINGS. IN ABSENCE OF INFORMATION ON THE DRAWINGS, LOCATE AS SPECIFIED IN SECTION 32 13 00. 2. PROVIDE CONTROL AND ISOLATION JOINTS PER DETAILS D AND E, THIS SHEET. 3. DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPT MOISTURE LOSS NOT TO EXCEED 0.40 KG/SQ M. IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'S VOC REQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE. COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER. 4. PENETRATING SEALER: ACCEPTABLE PRODUCTS OR APPROVED EQUAL: A. L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40 B. PROSOCO - SALTGUARD WB C. HULS AMERICA INC. - CHEM-TRETE BSM 40 D. MASTER BUILDERS INC. - MASTERSEAL SL 40 E. LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WB F. BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40 G. TEX-COTE - RAINSTOPPER RS140 5. IF CONCRETE INSTALLED OCTOBER-MARCH, WAIT UNTIL APRIL-SEPTEMBER TO APPLY PENETRATING SEALER. IF SCHEDULE DOES NOT ALLOW FOR APPLICATION OF SEALER, PROVIDE CREDIT FOR NON-PERFORMANCE. DETAIL HEAVY DUTY CONCRETE SLAB N.T.S.G 10"3'-0" (MIN.) 5'-0" (MIN.) 12" SIGN FACE DETAIL PARKING SIGNS N.T.S.C CONCRETE FOUNDATION ISOLATION JOINT PER DETAIL E/C1.2 WHEN PLACED ADJACENT TO CONCRETE PAVEMENT OR WALK CONCRETE OR ASPHALT PAVEMENT SECTION CONCRETE FOOTER, SLOPE TO DRAIN SQUARE ALUMINUM TUBE POST, 2"X2", 0.063 THICK PARKING RESERVED VAN ACCESSIBLE 12" 18" 6" IN GRASS IN PAVEMENT NOTES: 1. PROVIDE SIGN IN ACCORDANCE WITH INDOT ITEM R7-8A. 2. PROVIDE 0.063 THICK, FLAT ALUMINUM SIGN PANELS. 3. PROVIDE REFLECTIVE FINISH ON SIGN. 4. PROVIDE PERMANENT WEATHERPROOF ALUMINUM CAP ON POST TOP. 5. PROVIDE "VAN ACCESSIBLE" SIGN WHERE NOTED ON DRAWINGS. 6. ATTACH SIGNS WITH UNISTRUT UNIVERSAL DRIVE RIVET OR APPROVED EQUAL. 7. ACCESSIBLE SIGNAGE TO BE AS SHOWN UNLESS OTHERWISE SPECIFIED BY LOCAL CODE. ACCESSIBLE PARKING SIGN PER INDOT STANDARD SIGN R7-8A VAN ACCESSIBLE PARKING SIGN A DD/4 MINIMUM DEPTH 1/8" WIDE CONCRETE SLAB AGGREGATE BASE COMPACTED SUBGRADE NOTES: 1. PLACE CONTROL JOINTS WITHIN 8 HOURS OF CONCRETE PLACEMENT AND AT LOCATIONS INDICATED ON THE STAKING PLAN. IF JOINTS ARE NOT SHOWN ON STAKING PLAN, PROVIDE AT LOCATIONS INDICATED BELOW: A. SPACING (IN FEET) SHALL BE BETWEEN 2 TO 2-1/ 2 TIMES SLAB THICKNESS (IN INCHES IN BOTH DIRECTIONS (I.E. 4" SLAB SHALL HAVE JOINT SPACING OF 8-10 FEET). B. GRID OF CONTROL JOINTS SHALL BE APPROXIMATELY SQUARE WITH LONGEST SIDE TO BE NOT LONGER THAN 1.5 TIMES THE SHORTEST SIDE (I.E. 4 FOOT WIDE WALK SHALL HAVE JOINT SPACING AT 4-6 FEET). DETAIL SAW CUT CONCRETE CONTROL JOINT- LONGITUDINAL OR TRANSVERSE N.T.S.D NOTES: 1. PLACE ISOLATION JOINTS WHERE NEW CONCRETE SLAB ABUTS STRUCTURES OR FIXED OBJECTS INCLUDING: BUILDINGS, WALLS, COLUMNS, POLE BASES, CURBS, CATCH BASINS, EXISTING CONCRETE, OR AS NOTED ON THE STAKING PLAN. 2. PROVIDE AT FORMED EDGE OF PREVIOUSLY POURED SLABS. SEAL JOINT WITH JOINT SEALANT, SEE SPECIFICATION SECTION 32 13 00. 3. SUBMIT SAMPLE FOR COLOR APPROVAL. PRE-FORMED JOINT FILLER - NON-IMPREGNATED TYPE, CLOSED CELL RESILIENT POLYETHYLENE FOAM, 1/2" THICK UNLESS OTHERWISE NOTED, CERAMAR FLEXIBLE FOAM EXPANSION JOINT BY W.R. MEADOWS OR EQUAL MEETING THE REQUIREMENTS OF ASTM D 1752 SECTIONS 5.1 THROUGH 5.4. REFER TO SPECIFICATION SECTION 32 13 00. STRUCTURE OR FIXED OBJECT. JOINT SEALANT TOOLED EDGE 1/2" WIDE PRE-FORMED JOINT FILLER. PROVIDE 3/ 8" REMOVABLE JOINT CAP PER SPECIFICATION SECTION 32 13 00. CONCRETE SLAB AGGREGATE BASE COMPACTED SUBGRADE DETAIL CONCRETE ISOLATION JOINT N.T.S.E DETAIL INVERTED U MODEL BICYCLE RACK N.T.S.F "INVERTED U MODEL" BICYCLE RACK 1 7 8" O.D. PIPE (0.145" WALL) 18"36"EXISTING OR PROPOSED CONCRETE WALK/SLAB PROPOSED BICYCLE RACK ANCHOR ROD THROUGH HOLE IN BICYCLE RACK SET RACK AT A DEPTH OF 12" OR AS REQUIRED BY THE MANUFACTURER AND GROUT IN PLACE. NOTE: 1. EXCAVATE HOLE TO A DEPTH OF 14" FOR PROPOSED BIKE "HITCH" AND GROUT IN PLACE. BIKE HITCH SHALL BE EMBEDDED 12". 2. RACK SHALL BE HOT DIP GALVANIZED STEEL. 3. COORDINATE COLOR WITH ARCHITECT.10"8"FINISH GRADE EXISTING OR PROPOSED GRANULAR BASE 07/07/22 XXXXXXXXXXR/W R/W R/W R/W R/W R/W R/W R/W R/W R/W ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMTESMT3.1' 8.2' . ESMT ESMT ESM T ESMTESMTESMTESMTTC: 884.41 Inv. 12" N 882.01 Inv. 15" S 882.01 TC: 884.98 Inv. 10" E 883.23 TC: 884.92 Inv. Unable to Open TC: 884.90 Inv. Unable to Open TC: 884.41 Inv. 15" W 882.66 TC: 885.76 Inv. Unable to Open TC: 884.12 CO CO CO M M T T T T T Ex. End Section Inv. 881.42 Ex. End Section Inv. 881.28 Ex. End Section Inv. 880.88 Ex. End Section Inv. 881.12 Ex. End Section Inv. 880.90 Ex. End Section Inv. 882.38 Ex. End Section Inv. 881.65 Ex. End Section Inv. 882.43 Ex. End Section Inv. 882.40886884886886 88 6 886 8 8 6 884884 886 886886886886886887 884884886 886 886886884884884884 884 884 884884884 883883883 883883883883 882882 882882882882 883 886 886 88 7 8 8 7 888 88 8 8868878888858838 8 7 88 7 88 5 885885885885885 885885885885885885885 885885 8"W8"W8"WPL PL PL PLPLPLPLPLPL PLPL 2"W2"W 2"W 10"STM 12"STM15"STM15"STMSTMEEEESAN SAN SAN50' Ex. R/W886.48 886.23 886.26 Wetland 12"STM12"STM12" STM 12" STM 12"STM DS DS DS CO CO 8"RD 8"RD 8"RD8"RD8"RD1 2 4 6 3 EX1 EX2 EX3 EX4 EX5 EX6 886 886886886 886 88 6 886886886 884 883 884883884885885884885885885 G 6"F 6"F6"F 6"F PR. PIPE CULVERT INV. 882.00 12"STM PIV G G885 88 5 5 R/W R/W 47' Preservation Easement Construction Limits Construction Limits Construction Limits 87.00 87.00 86.70 86.70 86.90 86.40 86.20 85.70 86.21 85.71 86.25 85.75 86.90 86.40 86.84 86.34 85.85 85.35 86.08 85.84 85.34 85.80 85.30 85.20 85.20 85.18 85.18 85.70 85.20 85.85 ME 85.35 ME 86.02 85.52 85.92 ME 85.40 84.90 84.89 84.89 84.82 84.82 85.54 ME 85.04 ME 85.19 ME 84.69 ME 86.20 85.70 87.05 86.55 85.74 85.24 86.65 86.15 86.09 ME 85.59 ME 86.28 ME 85.78 ME 86.59 ME 85.95 ME 85.95 ME 87.40 86.90 86.32 85.82 86.25 85.75 86.07 85.57 85.73 85.23 ME 85.77 85.27 86.24 85.74 85.24 84.74 85.53 85.03 85.56 85.06 85.37 84.87 85.30 84.80 85.17 84.67 85.06 84.56 85.05 84.55 85.13 84.63 85.23 84.73 85.50 84.95 84.30 84.00 84.26 84.08 84.36 83.16 82.75 82.88 82.93 82.77 82.89 85.65 85.10 84.45 84.15 84.41 84.23 84.51 83.31 83.00 83.03 83.08 82.92 83.04 85.72 85.22 85.62 85.12 86.88 86.38 85.88 85.88 84.70 86.10 85.60 ME 84.99 84.92 85.15 85.41 85.38 86.25 85.68 ME85.59 ME 86.45 ME 85.95 ME 84.60 85.20 85.30 EXISTING DRAINAGE SWALE EXISTING DRAINAGE SWALE 1 2 3 3 3 PROPOSED BUILDING ADDITION FFE: 887.00 PROPOSED BUILDING ADDITION FFE: 886.70 EXISTING BUILDING FFE: 886.70 4 4 EXPOSE A C2.3 B C2.3 5 6 C C2.3 D C2.3 E C2.3 EXISTING POND OVERFLOW/ FLOOD ROUTE 884.59 STORM SEWER STRUCTURE COORDINATES Structure TC Northing Easting Northing As-Built Easting As-Built 1 2 3 4 5 6 885.20 885.50 883.12 884.45 885.25 884.50 1704478.98 1704588.51 1704398.88 1704398.00 1704395.73 1704341.94 167947.13 167944.64 167920.48 167872.22 167772.55 167875.24 GRADING LEGEND EXISTING PROPOSED T/C TC M.E. 1. PROVIDE 10' UNDERDRAINS IN FOUR DIRECTIONS AT CATCH BASINS IN PAVEMENT. REFER TO DETAIL D/C2.2. 2. PAVEMENT ELEVATIONS REFER TO FINISHED PAVEMENT ELEVATION AT FACE OF CURB UNLESS OTHERWISE NOTED. 3. ADD 800 TO SPOT ELEVATIONS TO OBTAIN U.S.G.S. ELEVATIONS. 4. CONSTRUCTION WORK WILL NOT BE PERMITTED WITHOUT APPROVED PLANS AND INSPECTION. 5. PERFORM WORK IN ACCORDANCE WITH CITY OF CARMEL MATERIAL SPECIFICATIONS AND STANDARD CONSTRUCTION DRAWINGS. 6. SOIL EROSION AND SEDIMENTATION BMP MEASURES, PER SHEET C2.4, SHALL BE INSTALLED PRIOR TO START OF ANY CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION HAS BEEN COMPLETED, INCLUDING GRASS BEING WELL ESTABLISHED AND/OR PERMANENT EROSION AND SEDIMENTATION BMP MEASURES IN PLACE. BMP MEASURES SHALL BE TO THE SATISFACTION OF THE CITY OF CARMEL. 5. STREET CLEANING (ON AN AS-NEEDED BASIS) IS REQUIRED THROUGH THE DURATION OF THIS CONSTRUCTION PROJECT. THIS INCLUDES SWEEPING, POWER CLEANING, AND (IF NECESSARY) MANUAL REMOVAL OF DIRT AND/OR MUD IN THE STREET GUTTERS. 6. REMOVE SEDIMENT FROM DETENTION AREAS, OUTLET STRUCTURES, AND UNDERDRAINS ONCE FINAL SEED HAS BEEN ESTABLISHED. 7. ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLET PROTECTION FOR SEDIMENT CONTROL. 8. DIMENSIONS AND COORDINATES ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE NOTED. 9. EXTEND UTILITIES TO WITHIN 5'-0" OF FACE OF BUILDING UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR. 10. MAXIMUM FINISH SLOPES SHALL BE 4:1 UNLESS OTHERWISE NOTED. 11. CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL THROUGHOUT THE SITE PRIOR TO EXCAVATION. UPON COMPLETION OF FINAL GRADING, PROVIDE 6 INCHES OF TOPSOIL AND SEED AREAS DISTURBED BY CONSTRUCTION, INCLUDING LAYDOWN AREAS AND TRAILER LOCATIONS IF LOCATED OUTSIDE THE GRADING/SEEDING LIMITS. 12. DISPOSE EXCESS EXCAVATED MATERIALS AND UNACCEPTABLE/UNSUITABLE SOILS OFF SITE IN ACCORDANCE WITH LOCAL CODES. NO PERMANENT STOCKPILES WILL REMAIN ON SITE. 13. EXISTING VALVES, MANHOLES, AND OTHER APPURTENANCES TO REMAIN LOCATED WITHIN THE WORK LIMITS SHALL BE ADJUSTED TO FINISH GRADE. 14. EXPOSE UTILITIES NOTED THUS: EXPOSE PRIOR TO BEGINNING WORK ON THAT UTILITY TO DETERMINE EFFECTS ON THE PROPOSED ALIGNMENT AND PROFILE. REPORT ELEVATION AND LOCATION TO THE ENGINEER IN ORDER THAT ANY CORRECTIONS TO THE ELEVATION AND LOCATION CAN BE MADE. 15. CONCRETE ADJACENT TO BUILDING SHALL BE SLOPED AWAY FROM BUILDING AT 2.0% UNLESS OTHERWISE NOTED. 16. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 17. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 18. 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 OR BRIDGES AS NECESSARY OR AS REQUESTED 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. 19. ANY 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. 20. 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. X 1. 4" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT 885.00. 2. 6" INTERNAL STORM OUTLET. CAP AND MARK FOR FINAL CONNECTION BY PLUMBING CONTRACTOR. INVERT 885.00. 3. PROVIDE FLUSH CURB. 4. TRANSITION FROM FLUSH CURB TO FULL HEIGHT CURB IN 1'-0". 5. 80' OF 8" ROOF DRAIN AT 0.75% (MIN) SLOPE. 6. 189' OF 8" ROOF DRAIN AT 0.75% (MIN) SLOPE. 0 GRAPHIC SCALE SCALE IN FEET 30 60 90 GENERAL NOTES: CODED NOTES: 800 799 INDEX CONTOUR INTERMEDIATE CONTOUR BUILDING/WALL UNDERGROUND ELECTRIC LINE GAS LINE STORM SEWER CATCH BASIN PER DETAIL A/C2.2 DOWNSPOUT ADAPTER PER DETAIL B/C2.2 STRUCTURE NUMBER GRADE BREAK (CROWN) LINE GRADING/SEEDING LIMITS SPOT ELEVATION TOP OF CASTING TOP OF CURB TOP OF CURB ELEVATION GUTTER ELEVATION AT FACE OF CURB FLOW DIRECTION ARROW MATCH EXISTING ELEVATION E G STM REFER TO TOPOGRAPHIC SURVEY 85.30 X 85.50 85.00 DS REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 SEWER PLAN GRADING & STORM C2.1AWM AWM JDB CLEANOUT PER DETAIL C/C2.2 CO ROOF DRAIN RD WATER LINEW PIV FIRE HYDRANT GATE VALVE & CURB BOX POST INDICATING VALVE FIRE DEPARTMENT CONNECTION W EXISTING WETLAND TO BE PROTECTED. NO GRADING OR CONSTRUCTION ACTIVITY TO BE PERFORMED IN THIS AREA. HEADWALL PER DETAIL E/C2.2 PAVEMENT REPLACEMENT PER DETAIL F/C2.2 MAJOR FLOOD ROUTING 100-YEAR PONDING ELEVATION = 884.59' 21. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS-BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 22. THE DETENTION POND SYSTEM WAS MASTERPLANNED FOR A FULL BUILD-OUT CONDITION OF THE SITE PER THE REFERENCE REPORTS "MAYFLOWER PARK DRAINAGE NARRATIVE" PREPARED BY FINK, ROBERTS, & PETRIE, INC., APRIL 11, 2001 AND THE "MAYFLOWER VET CLINIC DRAINAGE REPORT" PREPARED BY BEBOY LAND DEVELOPMENT SERVICES, INC., JUNE 9, 2005. PROJECT INFORMATION FEMA FLOOD ZONE:ZONE X FEMA FLOOD INSURANCE RATE MAP NUMBER (FIRM):18057C0225G MOST RECENT EFFECTIVE DATE OF FIRM:11/19/2014 LOCAL 100-YR POND ELEVATION:884.59' FLOOD PROTECTION GRADE (MFPG):886.59' LOWEST ADJACENT GRADE (MLAG): 886.23' * * LOWEST ADJACENT GRADE IS BASED ON EXISTING SITE GRADES THAT WILL NOT BE AFFECTED BY NEW CONSTRUCTION. PONDING BREAKOVER ELEVATION85.00 07/07/22 REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 DETAILS STORM SEWER C2.2AWM AWM JDB 12" PEJF, PER INDOT ITEM ___ 1'-6" (TYP.) 8" CONCRETE PAVEMENT, PER INDOT ITEM ___ CLASS C W/ SYNTHETIC FIBER REINFORCEMENT CONTROL JOINT, PER DETAIL G/C2.5 (TYP.) NOTES: 1. SYNTHETIC FIBER REINFORCEMENT: ASTM C1116-97 AND ASTM C1018-97. ACCEPTABLE PRODUCTS INCLUDE: A. NYCON NYLON FIBERS B. FORTA NYLO-MONO FIBERS C. FIBERMESH FIBERMIX STEALTH POLYPROPYLENE FIBERS D. GRACE POLYPROPYLENE FIBERS SYNTHETIC FIBER REINFORCEMENT SHALL BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DOSAGE RATE SHALL BE AS RECOMMENDED BY THE MANUFACTURER, BUT NOT LESS THAN 1 POUND PER CUBIC YARD. 2. DISSIPATING CURING COMPOUND: COMPLY WITH ASTM C309-98A, TYPE 1, CLASS B (CLEAR), EXCEPT MOISTURE LOSS NOT TO EXCEED 0.40 KG/M² IN 72 HOURS. COMPOUND SHALL COMPLY WITH EPA'S VOC REQUIREMENTS. APPLY AT THE MANUFACTURER'S WRITTEN RECOMMENDED APPLICATION RATE. COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLICATION OF PENETRATING SEALER. 3. PENETRATING SEALER: ACCEPTABLE PRODUCTS INCLUDE, BUT ARE NOT LIMITED TO: A. L&M CONSTRUCTION CHEMICALS - AQUAPEL PLUS 40 B. PROSOSO - SALTGUARD WB C. HULS AMERICA INC. - CHEM-TRETE BSM 40 D. MASTER BUILDERS INC. - MASTERSEAL SL 40 E. LYMTAL INTERNATIONAL - ISO-FLEX 618-50 WB F. BASF - ENVIROSEAL 40 OR HYDROZO SILANE 40 G. TEX-COTE - RAINSTOPPER RS140 CATCH BASIN, PROVIDE HEAVY DUTY FRAME & GRATE,1'-6"(TYP.)PLAN VIEW 8"2'-0" 8" B8" 1"8"C 1" 2" 8" 2 1/4"8"2'-0"8"6" B 2 1/4" 2'-3 1/2"A8"SECTION B-B A SECTION A-A 2 1/4" CONSTRUCTION JOINT 1/4" NOTES: 1. BRICK OR CONCRETE BLOCK SIDE WALLS, WHEN USED IN PLACE OF CONCRETE, SHALL BE 8" NOMINAL THICKNESS. WHEN BRICK OR CONCRETE BLOCKS ARE USED, THE OUTSIDE WALLS OF THE CATCH BASIN SHALL BE PLASTERED WITH A 1/2" COAT OF LIME CEMENT MORTAR. 2. GRATE ELEVATION TO BE PLACED 4 TO 6 INCHES BELOW NORMAL DITCH RETURNING TO NORMAL 10 FEET EACH SIDE OF BASIN. 3. CONCRETE CAST IN PLACE TO BE INDOT CLASS "C" ITEM ___. 4. TRAFFIC DUTY FRAME & GRATE NEENAH R-4852 & R-4899 OR EQUAL. 5. PRECAST WALLS SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND BE REINFORCED SUFFICIENTLY TO PERMIT SHIPPING AND HANDLING WITHOUT DAMAGE. 2'-3 1/2" 2 1/4" 1/4" 1" 1" 1/4" 1" 2'-3 1/2" SECTION C-C 1/4" 2"1" 2'-0" 8"8" VARIABLE DEPTHCLASS "C" CONCRETE 2'-0"8" DETAIL CATCH BASIN N.T.S. A B A B A C STORM SEWER 30" MIN. COVERFACE OF BUILDING DOWNSPOUT BY GENERAL TRADES CONTRACTOR CAST IRON DOWNSPOUT SHOE, AS MANUFACTURED BY NEENAH, MODEL R-4927 ** R-4926 **, BARRY PATTERN & FOUNDRY CO. MODEL B25A, OR EQUAL. **ATTACH TO FACE OF BUILDING** (SIZE TO MATCH DOWNSPOUT) FINISHED GRADE TWO 45° BENDS OR LONG RADIUS ELBOW DETAIL DOWNSPOUT ADAPTER N.T.S.B INLET END GROOVE OR BELL UPSTREAM OUTLET END TONGUE OR SPIGOT DOWNSTREAM END TREATMENT AT HEADWALL 1. CONCRETE SHALL BE CLASS "III". 2. IF SLOPES OTHER THAN 2:1 ARE USED, THE LENGTH "L", AND HEIGHT "H" WILL REQUIRE ADJUSTMENT L CIRCULAR SECTIONS = 5D+4T H CIRCULAR SECTIONS = D+T+44" D = DIAMETER OR PIPE T = THICKNESS OF BARREL L = LENGTH OF HEADWALL H = HEIGHT OF HEADWALL DIMENSIONS QUANTITIES REINFORCING STEEL LBS. CONCRETE CU. YDS.LH DIAMETER 12" 15" 18" 21" 24" 30" 36" 5'-0" 5'-2" 5'-5" 5'-8" 5'-11" 6'-5" 7'-0" 5'-8" 7'-0" 8'-4" 9'-8" 11'-0" 13'-8" 16'-4" 1.4 35 1.7 41 572.2 2.8 62 3.3 69 924.7 6.5 105 SECTION A-A H/336"H8"12" 4"H2:1 S L O P E D D A A L 2:1 S L O P E EQUAL SPACES NOT TO EXCEED 2'-0" 5/8" DIA. REINFORCING STEEL 2" MIN.2" MIN. FLOW LINE 5/8" DIA. REINFORCING STEEL DETAIL PIPE CULVERT HEADWALL N.T.S.E 6"8" RADIUS TOP OF FINISHED PAVING OR GRADE ZURN Z-1400-HD OR EQUAL FINISHED GRADE 3000 PSI CONCRETE CLEANOUT PLUG 4" MIN. PIPE SIZE DETAIL EXTERIOR CLEANOUT N.T.S.C NOTE: 1. PROVIDE 10' FINGER DRAINS FOR ALL PROPOSED CATCH BASINS LOCATED WITHIN PAVEMENT. STANDARD CATCH BASIN 10' (TYP.) 4" PERFORATED POLYETHYLENE TUBING, PER ASTM F-405 (TYP.) SECTION A-A 4" UD 2"18"PAVEMENT ODOT NO. 8 SUBGRADE 8" DETAIL PAVEMENT UNDERDRAIN N.T.S. D A A 102 108 24 27 10 12 18 21 15 48 60 6452 48 48 50 53 57 30 32 40 44 36 102 12710566 36 42 54 60 48 71 78 87 96 64 95 81 88 74 84 91 96 * D 6 8 48 48 24 27 *D 33 30 71 57 61 67 *D 78 72 t D169 176 155 162 148 136 143 151 160 130 134 141 116 123b12" SMALL DIAMETERS b = 4" MID DIAMETERS b = 6" LARGE DIAMETERS b = 6" NOTES: 1. SECTIONS SYMMETRICAL ABOUT ℄. *2. DIMENSIONS ARE EXPRESSED IN INCHES. 3. ON SANITARY SEWER CONSTRUCTION TRENCH DAMS ARE REQUIRED AS SPECIFIED UNDER 901 4. PAYMENT FOR CONCRETE BACKING AND ENCASEMENT SHALL BE BASED ON MINIMUM TRENCH WIDTH (WN). FULL WIDTH OF EXCAVATED TRENCH Wn = MINIMUM WIDTH SECTION IN LAWN AREAS ENCASEMENT D+2tENCASEMENTWHERESPECIFIEDD 2+t (WITH BACKING) BEDDING MATERIAL D 2+t BACKING BEDDING MATERIAL LIMIT LINES FOR REPAVING SECTION WITH PAVEMENT REPLACEMENT BEDDING MATERIAL D2+t+bBEDDINGMATERIALEX. GROUND 6" TOPSOIL 2" HMA SURFACE COURSE, TYPE "C" SAWCUT FULL DEPTH EX. PAVEMENT 2" HMA INTERMEDIATE COURSE, TYPE "C" 6" HMA BASE, TYPE "C" SELECT EXCAVATED MATERIAL PLACED IN MAXIMUM 6" LIFTS AND COMPACTED TO 98% STANDARD PROCTOR DENSITY BELL HOLESUBGRADE BACKFILL PER SPECIFICATION SECTION 31 23 33 Wn* Wx*Wn* Wx* Wn* Wx* Wn 2 Wn 2 DETAIL N.T.S.F TYPE 1 BEDDING FOR RIGID SEWER PIPE & PERMANENT PAVEMENT REPLACEMENT 07/07/22 STORM SEWER 3 - 5 Profile Scale: 1"=30' Horiz. 1"=5' Vert. 875 880 885 890 895 900 875 880 885 890 895 900 0+001+002+00 2+25 TC 885.255 +48, CATCH BASIN PERDETAIL A/C2.2INV. 12" E 882.25100' ~ 12" @ 0.45%TC 884.454 +48, CATCH BASIN PERDETAIL A/C2.2INV. 12" E 881.67INV. 12" W 881.80INV. 12" S 881.75TC 883.123 +00, HEADWALL PER DETAILE/C2.2INV. 12" W 881.4548' ~ 12" @ 0.45% EXISTING GRADE PROPOSED GRADE 1 1 2 2 STORM SEWER 4 - 6 Profile Scale: 1"=30' Horiz. 1"=5' Vert. 875 880 885 890 895 900 875 880 885 890 895 900 0+00TC 884.454 +48, CATCH BASIN PERDETAIL A/C2.2INV. 12" E 881.67INV. 12" W 881.80INV. 12" S 881.7556' ~ 12" @ 0.45% TC 884.506 +56, CATCH BASIN PERDETAIL A/C2.2INV. 12" N 882.00EXISTING GRADE PROPOSED GRADE 1 2 STORM SEWER EX2 - 2 Profile Scale: 1"=30' Horiz. 1"=5' Vert. 875 880 885 890 895 900 875 880 885 890 895 900 0+00 1+00 2+00TC 884.90EX2 +00, EXISTING CATCH BASININV. 12" E 881.75INV. 15" N 881.50INV. 15" S 881.50TC 885.201 +64, CATCH BASIN PERDETAIL A/C2.2INV. 12" W 882.04INV. 12" N 882.10+73, CATCH BASIN PERDETAIL A/C2.2INV. 12" S 882.59TC 885.502 64' ~ 12 " @ 0.45%110' ~ 12" @ 0.45% EXISTING GRADE PROPOSED GRADE INV. 15" N (INV. UNKNOWN)INV. S (SIZE AND INV. UNKNOWN)1 2 1 2 DRIVE CULVERT Profile Scale: 1"=30' Horiz. 1"=5' Vert. 875 880 885 890 895 875 880 885 890 895 0+001+00 1+25 71' ~ 12" @ 1.02% 1 2 R/W R/W R/W 85.30 84.80 85.50 85.00 ME 85.25 84.75 85.43 84.93 ME 84.80 84.65 84.75 84.60 0.80%0.68%1.50%85.06 84.98 ME 84.98 84.90 ME 85.10 3 3 85.00 85.00 ME 85.33 85.33 ME 85.00 85.00 ME 85.86 ME 85.36 ME 85.30 ME 84.80 ME 84.85 84.85 ME 85.90 85.40 ME 85.48 85.363.27%4.10%10'-0"10'-10"10'-0"15'-3"4 4 4 4 86.09 85.59 86.02 86.0285.50 85.50 ME 86.03 85.53 ME 86.71 86.21 86.20 86.20 86.03 85.53 ME 85.82 85.32 ME 85.60 85.60 ME 86.05 85.55 ME 85.72 85.93 3.60%1.66%2.00%5'-0"7'-9"8'-1"3 3 55 R/W R/W 85.09 84.59 83.05 84.14 83.20 84.29 84.63 84.63 84.53 ME 84.94 12'-0" 2.00%4.33%0.87%11'-6"84.43 1.50%2.0 0% 4 85.67 85.67 ME 86.25 86.25 ME 86.85 ME 86.35 ME 86.35 ME 86.37 ME 86.35 86.4286.66 ME 86.56 ME 86.26 ME 86.13 ME 85.63 ME 85.76 85.79 85.87 85.71 85.71 ME 85.78 85.78 ME 85.87 6'-2" 6'-0"4'-11"6'-0"X 1. PROVIDE RCP SEWER PIPE MATERIAL PER SPECIFICATION SECTION 33 40 00. 2. BACKFILL PER DETAIL E/C2.2. 3. TRANSITION TO FULL-HEIGHT CURB IN 1'-0" 4. TRANSITION TO FULL-HEIGHT CURB IN 10'-0" 5. TRANSITION TO FULL-HEIGHT CURB IN 6'-0" CODED NOTES: REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 PROFILES STORM SEWER C2.3AWM AWM JDB W. 96TH STREET DETAIL 1"=10' A DRIVE DETAIL DETAIL 1"=10'B MAYFLOWER PARK RAMP DETAIL MAYFLOWER PARK DRIVEDETAIL 1"=10'C RAMP DETAIL DETAIL 1"=10' D MAYFLOWER PARK DR AND W 96TH ST DETAIL MAYFLOWER PARK DRIVEW. 96TH STREET DETAIL 1"=10'E ADA SPACES SIDEWALK DETAIL 07/07/22 XXXXXXXXXX. TC: 884.41 Inv. 12" N 882.01 Inv. 15" S 882.01 TC: 884.98 Inv. 10" E 883.23 TC: 884.92 Inv. Unable to Open TC: 884.90 Inv. Unable to Open TC: 884.41 Inv. 15" W 882.66 TC: 885.76 Inv. Unable to Open TC: 884.12 CO CO CO M M T T T T T Ex. End Section Inv. 881.42 Ex. End Section Inv. 881.28 Ex. End Section Inv. 880.88 Ex. End Section Inv. 881.12 Ex. End Section Inv. 880.90 Ex. End Section Inv. 882.38 Ex. End Section Inv. 881.65 Ex. End Section Inv. 882.43 Ex. End Section Inv. 882.40886884886886 886 886 88 6 8848 84 886 886886886886886887 884884886 886 886886884884884884 884 884 884884884 883883883 883883883883 882882 882882882882 883 88 6 886 887 8 8 7 8 88 8 8 8 8868878888858838 8 7 887 88 5 885885885885885 885885885885885885885 885885 8"W8"W8"WPL PL PL PLPLPLPLPLPL PLPL 2"W2"W 2"W 10"STM 12"STM15"STM15"STMSTMEEEESAN SAN SAN886.48 886.23 886.26 Wetland HC HC HC HC HC 12"STM12"STM12" STM 12" STM 12"STM DS DS DS CO CO 8"RD 8"RD 8"RD8"RD8"RD1 2 4 6 3 EX1 EX2 EX3 EX4 EX5 EX6 886 886886886 886 886 886886886 884 883 884883884885885884885885885 G 6"F 6"F6"F 6"F 12"STM PIV G G885 88 5 5 CONC. WASHSFSFSFSF SFSFSFSF SF SF SF SF S F SFSFSFSFSFSFSFSFSFSF SFSFSFPROPOSED BUILDING ADDITION EXISTING BUILDING EROSION AND SEDIMENT CONTROL LEGEND EXISTING PROPOSED DS 0 GRAPHIC SCALE SCALE IN FEET 30 60 90 INDEX CONTOUR INTERMEDIATE CONTOUR BUILDING/WALL STORM SEWER CATCH BASIN MANHOLE DOWNSPOUT ADAPTER GRADING/SEEDING LIMITS SILT FENCE PER DETAIL D/C2.5 INLET FILTER PER DETAIL C/C2.5 CONC. WASH CONCRETE WASHOUT PER DETAIL B/C2.5 REFER TO SHEET TOPOGRAPHIC SURVEY STM SF 800 799 REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 PLAN EROSION CONTROL C2.4AWM AWM JDB STABILIZED CONSTRUCTION ENTRANCE PER DETAIL B/12 (C2.12) GENERAL NOTES: 1. A COPY OF THE SWPPP PLAN SHALL BE KEPT ONSITE AT ALL TIMES. 2. ANY EXISTING STORM INLETS IMPACTED BY THE NEW CONSTRUCTION ACTIVITY WILL NEED THE APPROPRIATE INLET PROTECTION FOR SEDIMENT CONTROL. 3. PROVIDE INLET SEDIMENT FILTER PER DETAIL C/C2.5 AT ALL EXISTING AND PROPOSED STORM INLET STRUCTURES RECEIVING FLOW FROM DISTURBED AREAS. 4. EROSION AND SEDIMENTATION CONTROL PRACTICES ARE SUBJECT TO FIELD MODIFICATION AT THE DISCRETION OF THE CITY OF CARMEL AND/OR THE INDIANA EPA. EXISTING WETLAND TO BE PROTECTED. NO GRADING OR CONSTRUCTION ACTIVITY TO BE PERFORMED IN THIS AREA. 07/07/22 3/4" MIN. DRAIN ROCK 4" X 6" TRENCH OVER THE FILTER MATERIAL. PONDING HT. 12" MIN.12" MIN. 8" 6"6" 16" MAX. FLOW PONDING HT. FLOW 9" MAX. STORAGE HT. NOTES: GENERAL 1. CONSTRUCT SILT FENCE BEFORE UPSLOPE DISTURBANCE BEGINS. 2. BRING ENDS OF SILT FENCE UPSLOPE SLIGHTLY SO THAT PONDING WATER WILL BE PREVENTED FROM FLOWING AROUND ENDS. 3. WHEN POSSIBLE PRESERVE VEGETATION 5 FEET UP UPSLOPE OF THE SILT FENCE. IF REMOVED, REESTABLISH WITHIN 7 DAYS FROM INSTALLATION OF FENCE. 4. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 5. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM OF A 6 INCH OVERLAP, AND SECURELY SEALED. 6. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 16 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 7. THE TRENCH SHALL BE BACKFILLED AND SOIL COMPACTED OVER THE FILTER FABRIC. 8. SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. THE USE OF STRAW WATTLES HAS PROVEN TO BE A VERSATILE AND EFFECTIVE ESC BMP, ESPECIALLY IN RESIDENTIAL SETTINGS. STRAW WATTLES MAY BE SUBSTITUTED FOR SILT FENCE. 10. THE USE OF COMPOST FILTER SOCKS AND COMPOST BLANKETS ARE GAINING WIDER ACCEPTANCE NATIONWIDE. THEY ARE NOW APPROVED FOR USE ON ALL COLUMBUS SWP3 PLANS AND CONSTRUCTION SITES. 11. STRAW WATTLES AND COMPOST ROLLS TO BE A MINIMUM OF 12" IN DIAMETER. MAINTENANCE 1. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER IS STILL NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. 2. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 3. ANY SEDIMENT DEPOSITS REMAINING AFTER THE SILT FENCE OR FILTER BARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. TRENCH DETAIL INSTALLATION WITHOUT TRENCHING 2" X 2" STAKES, SPACED A MAXIMUM OF 10'-0" APART AND DRIVEN SECURELY INTO THE GROUND 12" (MINIMUM). CONTINUOUS SYNTHETIC FILTER FABRIC STAPLE FILTER MATERIAL TO STAKES AND EXTEND 8" OF FILTER MATERIAL INTO THE EXCAVATED TRENCH. FLOW 4"X6" TRENCH WITH COMPACTED BACKFILL STEEL OR WOOD POST 32" LENGTH MIN. 6" DETAIL SILT FENCE N.T.S.D MOUNTABLE BERM (6" MIN.) 3' PROFILE 100' MINIMUM LENGTH 10' MIN. EXISTING PAVEMENT 20' MINIMUM WIDTH 10' MIN. 10' MIN.PLAN VIEW NOTES: 1. LENGTH - MINIMUM OF 100' 2. WIDTH - 20' MINIMUM, SHOULD BE FLARED AT THE EXISTING ROAD TO PROVIDE A TURNING RADIUS. 3. GEOTEXTILE FABRIC (FILTER CLOTH) SHALL BE PLACED OVER THE EXISTING GROUND PRIOR TO PLACING STONE. 4. STONE - CRUSHED AGGREGATE (#2 TO #3) OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT SHALL BE PLACED AT LEAST 6" DEEP OVER THE LENGTH AND WIDTH OF THE ENTRANCE. 5. SURFACE WATER - ALL SURFACE WATER FLOWING TO OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED THROUGH THE ENTRANCE, MAINTAINING POSITIVE DRAINAGE. PIPE INSTALLED THROUGH THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROTECTED WITH A MOUNTABLE BERM WITH 5:1 SLOPES AND A MINIMUM OF 6" OF STONE OVER THE PIPE. 6. LOCATION - A STABILIZED CONSTRUCTION ENTRANCE SHALL BE LOCATED AT EVERY POINT WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES A CONSTRUCTION SITE. VEHICLES LEAVING THE SITE MUST TRAVEL OVER THE ENTIRE LENGTH OF THE STABILIZED CONSTRUCTION ENTRANCE. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAYS. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. EXISTING PAVEMENT MINIMUM 6" OF #2-#3 AGGREGATE OVER LENGTH AND WIDTH OF STRUCTURE EARTH FILL 12" PIPEGEOTEXTILE CLASS 'C' OR BETTER EXISTING GROUND 5 :1 5:1 DETAIL STABILIZED CONSTRUCTION ENTRANCE N.T.S.E SEWN IN SPOUT R 15'15'TOP VIEW SIDE VIEW BAG PLACED ON AGGREGATE OR STRAW HIGH STRENGTH DOUBLE STITCHED "J" TYPE SEAMS HIGH STRENGTH STRAPPING FOR HOLDING HOSE IN PLACE WATER FLOW FROM PUMP PUMP DISCHARGE HOSE OPENING ACCOMMODATES UP TO 4" DISCHARGE HOSE AGGREGATE OR STRAW UNDERLAYMENT DIRTBAG DETAIL DEWATERING BAG N.T.S. A SIGN 0.5 MM PLASTIC LINER5' MIN.8' MIN. SILT FENCE PER DETAIL D, THIS SHEET HOLLOW OUT AREA6"MIN.5' MIN.HOLLOW OUT AREA 6" MIN. DEPTH 8' MIN. SILT FENCE PER DETAIL D, THIS SHEET. PLAN VIEW NOTES: 1. CONCRETE TRUCKS SHALL UTILIZE AREAS TO WASHOUT TRUCKS. 2. ACCUMULATED CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED PROPERLY. 3. PLACE PLASTIC LINER OVER THE ENTIRE HOLLOW OUT AREA PRIOR TO USE. 4. PROVIDE ITEMS NOTED ABOVE INCLUDING REMOVAL OF CONCRETE WASHOUT UPON COMPLETION OF THE PROJECT AS NOTED IN THE BID PRICE FOR THE PROJECT. 5. FILL HOLLOW AREA TO A DEPTH OF 4 TO 6 INCHES WITH CMSC ITEM 703 AGGREGATE, SIZE #57, #2, OR #4. 6. USE OF ROLL AWAY OR OTHER PORTABLE CONTAINERS IS AN ACCEPTABLE ALTERNATIVE (AND HIGHLY ENCOURAGED) PROVIDED THEY ARE USED IN ACCORDANCE WITH NPDES GUIDELINES ON CONCRETE WASHOUT. CONCRETE WASHOUT AREA SIGN ELEVATION 4x4 Wood Post DETAIL CONCRETE TRUCK WASHOUT AREA N.T.S. B SIGN INSTALLATION: 1. REMOVE GRATE. 2. INSTALL BAG (RESTS ON LIP OF CASTING). 3. REINSTALL GRATE. MAINTENANCE: 1. REMOVE GRATE. 2. BAG CAN BE CLEANED SEVERAL WAYS: A) PICK UP BAG AND DUMP IT. B) SHOVELING DEBRIS OUT OF BAG C) VAC-UNIT 3. SHAKE LOOSE DEBRIS OUT OF BAG OR RINSE WITH WATER. 4. REINSTALL BAG. 5. REINSTALL GRATE. TO BE USED ON STRUCTURES: EXISTING: EX2, EX3, EX5 PROPOSED: 1, 2, 4, 5, 6 DETAIL INLET FILTER (BELOW GRATE INLET PROTECTION) N.T.S.C NOTES: 1. ALL INLETS RECEIVING FLOW FROM RUNOFF, PUMPING ACTIVITIES, OR OTHER DIRECT DISCHARGES SHALL BE FITTED WITH AN INLET PROTECTION DEVICE THAT IS PROPERLY SIZED AND SECURED TO REDUCE THE DISCHARGE OF SEDIMENT INTO THE STORM SEWER AND RECEIVING STREAM. INLET PROTECTION IS REQUIRED ON ALL INLETS RECEIVING DISCHARGE REGARDLESS OF WHETHER OR NOT THE INLET IS TRIBUTARY TO ANY DOWNSTREAM EROSION AND SEDIMENT CONTROLS. 2. DISCHARGE HOSES USED DURING PUMPING ACTIVITIES SHALL BE FITTED WITH SEDIMENT BAGS THAT ARE PROPERLY SIZED PER MANUFACTURER'S RECOMMENDATIONS REGARDLESS OF WHAT OTHER SEDIMENT CONTROLS ARE IN PLACE FURTHER DOWNSTREAM. SEDIMENT BAGS MUST BE PROPERLY SECURED TO THE DISCHARGE HOSE AND PLACED OVER VEGETATED AREAS, WHERE FEASIBLE, DURING DISCHARGE. SEE DETAIL ABOVE OF A TYPICAL SEDIMENT BAG INSTALLATION. REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 DETAILS EROSION CONTROL C2.5AWM ELIJAH MEHAN JDB INSTALLATION: 1. REMOVE GRATE. 2. INSTALL BAG (RESTS ON LIP OF CASTING). 3. REINSTALL GRATE. 4. INSTALL BONNET GUARD WITH TABS BETWEEN GRATE & BONNET CASTING MAINTENANCE: 1. REMOVE THE BONNET GUARD. 2. REMOVE GRATE. 3. BAG CAN BE CLEANED SEVERAL WAYS: A) PICK UP BAG AND DUMP IT. B) SHOVELING DEBRIS OUT OF BAG. C) VAC-UNIT 4. SHAKE LOOSE DEBRIS OUT OF BAG OR RINSE WITH WATER. 5. REINSTALL BAG. 6. REINSTALL GRATE. 7. REINSTALL BONNET GUARD. TO BE USED ON STRUCTURES: EXISTING: EX4 PROPOSED: N/A 07/07/22 CATVXXXXXXXXXX3.1' 8.2' TC: 884.41 Inv. 12" N 882.01 Inv. 15" S 882.01 TC: 884.98 Inv. 10" E 883.23 TC: 884.92 Inv. Unable to Open TC: 884.90 Inv. Unable to Open TC: 884.41 Inv. 15" W 882.66 TC: 885.76 Inv. Unable to Open TC: 884.12 CO CO CO M M T T T T T Ex. End Section Inv. 881.42 Ex. End Section Inv. 881.28 Ex. End Section Inv. 880.88 Ex. End Section Inv. 881.12 Ex. End Section Inv. 880.90 Ex. End Section Inv. 882.38 Ex. End Section Inv. 881.65 Ex. End Section Inv. 882.43 Ex. End Section Inv. 882.40 8"W8"W8"WPL PL PL PLPLPLPLPLPL PLPL 2"W2"W 2"W 10"STM 12"STM15"STM15"STMSTMEEEESAN SAN SAN50' Ex. R/WWetland 12"STM12"STM12 " STM 12" STM 12"STM DS DS DS CO CO 8"RD 8"RD 8"RD8"RD8"RD1 2 4 6 3 EX1 EX2 EX3 EX4 EX5 EX6 G 6"F 6"F6"F 6"F PR. PIPE CULVERT INV. 882.00 12"STM PIV G G5 47' Preservation Easement Construction Limits Construction Limits Construction Limits 1 2 PROPOSED BUILDING ADDITION EXISTING BUILDING EXPOSE EXPOSE PR. HYDRANT 1 2 3 4 56 7 8 9 1011 12 13 14 EXPOSE FDC CONNECTION Water Service Coordinates 1 2 3 4 5 6 7 8 9 10 11 12 13 14 DESCRIPTION 8"x6" TAP SADDLE 6" TAPPING VALVE 45° VERT. BEND 6" TAPPING VALVE 6" TAPPING VALVE 45° VERT. BEND 6"x6" TEE 6" VALVE BOX FIRE HYDRANT POST INDICATOR VALVE 45° HORIZ. BEND 45° HORIZ. BEND 45° HORIZ. BEND 45° HORIZ. BEND NORTHING 1704660.93 1704660.87 1704659.08 1704659.05 1704657.94 1704657.90 1704656.46 1704678.37 1704682.28 1704656.13 1704654.38 1704649.31 1704550.70 1704545.85 EASTING 168147.47 168143.47 168026.48 168024.48 167951.49 167948.49 167854.28 167853.94 167853.88 167832.35 167717.72 167712.80 167714.31 167719.35 NORTHING AS-BUILT EASTING AS-BUILT ℄ ELEVATION X 1. 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. 2. DIMENSIONS AND COORDINATES ARE FROM FACE OF CURB OR EXTERIOR FACE OF BUILDING, UNLESS OTHERWISE NOTED. 3. EXTEND UTILITIES TO WITHIN 5' OF FACE OF BUILDING, UNLESS OTHERWISE NOTED. COORDINATE EXACT LOCATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR. 4. REFER TO SHEETS C2.1-C2.2 FOR STORM SEWER INFORMATION. 5. MAINTAIN MINIMUM 4'-0" COVER OVER ALL WATERLINES. 6. MAINTAIN MINIMUM 18" VERTICAL CLEARANCE FROM THE OUTSIDE OF ANY WATERLINE PIPE TO THE OUTSIDE OF ANY STORM OR SANITARY SEWER. 7. PROVIDE THRUST BLOCKS OR RESTRAINED MECHANICAL JOINT PIPE AT EACH VALVE, TEE, FITTING, OR CHANGE IN DIRECTION OF WATERLINE. 8. REFER TO CITY OF CARMEL STANDARD DRAWINGS FOR TYPICAL FIRE HYDRANT INSTALLATION DETAILS. 9. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 10. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE PERFORMED UNTIL THE NEW LINES HAVE BEEN SANITIZED AND ALL TESTS HAVE BEEN COMPLETED AS SPECIFIED BY THE CITY OF CARMEL AND THESE CONTRACT DOCUMENTS. 11. ALL COORDINATES AND ELEVATIONS BASED ON SURVEY PERFORMED BY DLDS DATED 02/21/2022. REFER TO TOPOGRAPHIC SURVEY SHEET. 12. WHERE PLANS PROVIDE FOR A PROPOSED UTILITY TO BE CONNECTED TO, OR CROSS OVER, OR UNDER AN EXISTING UNDERGROUND UTILITY, THE CONTRACTOR SHALL LOCATE THE EXISTING PIPES OR UTILITIES, BOTH AS TO LINE AND GRADE BEFORE STARTING TO LAY THE PROPOSED UTILITY. THESE LOCATIONS ARE NOTED THUS: EXPOSE. IF IT IS DETERMINED THAT THE ELEVATION OF THE EXPOSED UTILITY DIFFERS FROM THE PLAN ELEVATION, RESULTS IN A CHANGE IN THE PLAN SEWER SLOPE, OR WILL INTERSECT AN EXISTING UTILITY AS SHOWN ON THE PLAN, THE ENGINEER SHALL BE NOTIFIED BEFORE STARTING CONSTRUCTION OF ANY PORTION OF THE PROPOSED UTILITY WHICH WILL BE AFFECTED BY THE VARIANCE IN THE EXISTING ELEVATIONS. 13. SUPPORT AND PROTECT ALL UTILITIES EXPOSED DURING EXCAVATION AND TRENCHING. 14. ANY REQUIRED WATERLINE SHUT-DOWNS SHALL BE COORDINATED WITH THE OWNER AND/OR THE CITY. 1. GAS LINE RELOCATION COORDINATED BY CENTER POINT ENERGY. 2. PROVIDE CONNECTION INTO BUILDING PER DETAIL A/C3.2. COORDINATE FINAL LOCATION AND ELEVATION WITH PLUMBING CONTRACTOR. FINAL CONNECTION BY PLUMBING CONTRACTOR. 0 GRAPHIC SCALE SCALE IN FEET 30 60 90 GENERAL NOTES: CODED NOTES: REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 UTILITY PLAN C3.1AWM AWM JDB UTILITY LEGEND EXISTING PROPOSED PIV UNDERGROUND ELECTRIC LINE FIRE PROTECTION SERVICE LINE GAS LINE STORM SEWER FIRE HYDRANT GATE VALVE & CURB BOX POST INDICATING VALVE FIRE DEPARTMENT CONNECTION STRUCTURE NUMBER REMOVE AND REPLACE PAVEMENT IN KIND PER STD. DWG. 10-24 E F G STM W REFER TO TOPOGRAPHIC SURVEY 1 07/07/22 6-INCH FIRE SUPRESSION Profile Scale: 1"=30' Horiz. 1"=5' Vert. 870 875 880 885 890 895 900 870 875 880 885 890 895 900 0+00 1+00 2+00 3+004+00 5+00 6+00 EX. 8" W ELEV. UNKNOWN +00, 8"x6" TAP SADDLECL ELEV. 879.10+04, 6" TAPPING VALVECL ELEV. 879.10+21, 45° VERT. BENDCL ELEV. 879.10+23, 45° VERT. BENDCL ELEV. 877.25+96, 45° VERT. BENDCL ELEV. 877.25+99, 45° VERT. BENDCL ELEV. 880.25+93, 6"x6" TEECL ELEV. 880.25+15, POST INDICATOR VALVECL ELEV. 880.25+30, 45° HORIZ. BENDCL ELEV. 880.25+37, 45° HORIZ. BENDCL ELEV. 880.25+35, 45° HORIZ. BENDCL ELEV. 880.25PR. BUILDING +48, REFER TO DETAIL A/C3.2CL ELEV. 880.25+42, 45° HORIZ. BENDCL ELEV. 880.25Ex. 12" STM Inv. 882.12 +/- Ex. SAN Inv. Elev. Unknown18"MIN.18"MIN.12 REVISION: PROJECT NUMBER: 20297 Sheet Name: © 2021 M+A Architects 04 MARCH 2022 DATE: SHEET NUMBER:RENOVATION AND ADDITIONMEDVET CARMEL - ANIMALHOSPITAL9650 MAYFLOWER PARK DRIVE | CARMEL, IN 46032STATUS: PROJECT NUMBER: CHECKED BY: DESIGNED BY: 1650 WATERMARK DRIVE COLUMBUS, OHIO 43215 SUITE 200 DRAWN BY: 2021-0012 UTILITY DETAILS C3.2AWM AWM JDB 1'-6" PIPE SLEEVES SHALL BE PROVIDED AT ALL FLOOR PENETRATIONS. LEAD-IN FROM SITE UTILITY PIPING 1' MIN. NOTES: 1. ALL WORK WITHIN BUILDING SHALL BE PER PLUMBING SPECIFICATIONS. 2. COORDINATE FOOTING LOCATIONS AND SLEEVES WITH FOUNDATION CONSTRUCTION. 3. COORDINATE FINAL LOCATIONS AND ELEVATIONS WITH PLUMBING CONTRACTOR. 4. PROVIDE CEMENT-LINED DUCTILE IRON PIPE BEGINNING 5'-0" OUTSIDE OF THE BUILDING AND CONTINUING THROUGH THE FLOOR PENETRATION. CAP WATER SERVICE ABOVE GROUND FOR FUTURE CONNECTION BY THE PLUMBING CONTRACTOR.4'-6" MIN.1'-9" MIN. COORDINATE WITH PLUMBING CONTRACTOR UNI-FLANGE FINISH FLOOR ELEV 886.70 (2)-3/4" RODS ON PRIVATE DOMESTIC WATER SERVICE PIPE (TYP.) CONCRETE THRUST BLOCK PER DETAIL C/C3.2 PIPE SLEEVES SHALL BE PROVIDED AT ALL FOUNDATION PENETRATIONS. REFER TO STRUCTURAL DRAWINGS FOR DETAILS. 5'-0" MECHANICAL JOINT 90° ELBOW CEMENT-LINED DUCTILE IRON PIPE PROPOSED BUILDING FACE DETAIL WATER SERVICE TERMINATION (SLAB ON GRADE) N.T.S. A MUELLER CENTURION A-423 PAINTED "SAFETY YELLOW" 6" VALVE BOX BEDDING MATERIAL CONFORMING TO INDOT 903.02, SIZE NO. 8 ONE 8"X8"X16" SOLID CONC. BLOCK OR 6" MIN. CLASS "B" CONCRETE BASE ON UNDISTURBED GROUND DETAIL FIRE HYDRANT N.T.S.B NOTE: 1. ALL THREADS PROVIDED FOR FIRE DEPARTMENT CONNECTIONS SHALL BE PER LOCAL FIRE DEPARTMENT STANDARDS. 3'-0" MIN.4'-6" MIN. COVERAA L D4" MAX.A A LL VC.F. D" L" VC.F. D" L" VC.F. D" L" L" D" VC.F. 10.7 4.0 1.7 0.6 0.3 18 11 9 5 4 32 25 18 14 10 6.8 2.7 1.4 0.6 0.3 18 12 8 5 4 36 24 20 14 10 3.6 1.4 0.7 0.4 0.2 14 9 7 5 4 24 16 12 9 6 1.8 0.7 0.5 0.2 0.1 12 8 6 4 3 14 9 8 5 4 12" 8" 6" 4" 3" STEEL WILL BE USED AS REQUIRED BY ENGINEER DEGREE OF BENDSIZE OF PIPE 11-1/4°22-1/2° 45° 90° BENDS LESS THAN 90° 90° BENDS SECTION A-A 25.626 41 13.4 32 36 6.7 18 32 3.4 16 18 16" DETAIL BACKING FOR BENDS [HORIZONTAL & VERTICAL SAG] N.T.S. C CLASS C CONCRETE NOTES: 1. BACKER DESIGNED FOR 3000 PSF SOIL BEARING. 2. CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH. 3. PROVIDE CLEARANCE FOR REMOVAL OF BOLTS. 32" MIN.1/2" 5-1/2"10"5/8"2"10" 9'1" 7" 3/4" 2-1/2" 4-1/2" 32"10-1/4"STEMRANGETOP STEM (MAX.)6"TOP STEM (MIN.) 2"2" 6"3" 1/2" VALVE BOX 120 LBS. 1/2"R. 1"R. 9" 7" 6" 4-1/2" 2"-1/2" 1/2" 9" 12" 1/2"8" VALVE BOX BASE 41 LBS. 1" 2" 1"6-1/2" 8-1/2" VALVE BOX LID 17 LBS. SEC. B-B SEC. A-A 2" 1" 1/4" 1/2" 7/8"4-7/16" 5-3/4" 6-5/8" 3-1/8" 2" VALVE STEM SLEEVE 14 LBS. VALVE STEM 65LBS. (OR C.I. PIPE - ASA022) 7/16" DETAIL HD VALVE BOX N.T.S.D AA B B CC SEC. C-C D+2' LIMITING LINES FOR EXCAVATION LIMIT LINES FOR REPAVING 4'-0"UNLESS OTHERWISESHOWN℄OF WATER LINE BOTTOM OF TRENCH 6"D12" SECTION IN LAWN AREAS SECTION WITH PAVEMENT REPLACEMENT 6" TOPSOIL 2" HMA SURFACE COURSE, TYPE "C" EX. PAVEMENT SAWCUT FULL DEPTH 2" HMA INTERMEDIATE COURSE, TYPE "C" 6" HMA BASE, TYPE "C" COMPACTED * NATIVE OR * GRANULAR MATERIAL AT CONTRACTORS OPTION. COMPACT TO 98% STANDARD PROCTOR DENSITY COMPACTED GRANULAR MATERIAL PER ODOT ITEM #8 OR #57 TO TOP OF PIPE. COMPACT TO 98% STANDARD PROCTOR DENSITY COMPACTED NATIVE OR GRANULAR MATERIAL AT CONTRACTORS OPTION. COMPACT TO 95% STANDARD PROCTOR DENSITY LOWER LIMITS FOR ROCK EXCAVATION DETAIL TYPICAL WATER LINE TRENCH N.T.S.E X 1. BACKFILL WITH COMPACTED BACKFILL PER CARMEL STANDARD DRAWING 10-32. 2. BACKFILL WITH COMPACTED BACKFILL PER DETAIL E/C3.2. CODED NOTES: 07/07/22