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Home My WebLink AboutC200 - SITE PLANIJ 0 SCALE: 1" = 10' I Deeded Owner: Arlo Land JI/ LLC Parcel Number: 17-13-06-00400E03"000 mRd132'�364 1, --- POSSIBLE 20' SANITARY EASEMENT, -� v` R - 171.96' 30' B.S.L. � ` I `VY \ 15 q. I 106 I1 YN `V` (TYR) 6q , 10 'Ar Ills'````\V: A 12 � `VV `\ 1Jkr 2 ` \ \II (TYP) PAS o • a• 11a 20TX It 77.fi a 17 d - -� 0 4; 1 4. ° V117 1 1 3 a' A O IIa m 14 3 'm. 228\U1. W 18 ♦ 11 `OP \; Y0 \\ 4 335 14 ; 2' i III II1 \ 4 416 3 III \ R 6. 25 II ; 1' Ad d 23 , 111: 3 I`II 85. SR w PRUPop 9015 SFj \TUG a i 112 - -21 � (1,1,� 111 w 10 CTYP 96 SEOETAIL ENLARGEMENT FOR MORE 10�9 0e ,,�� , 1111gP. 14 `11111 1 0 al INFORMATION 1 1 I L o, `I?n W 4 t \ III LL1 j @�4;1 I ° 33] 513' ♦ (TYR) ; 2a II %W ACCESS ESIO Im (TYP) i !. 71.3' I` 4 1- I 1 IJ I ° ♦ 2°J ` 11 yQ- in a 6• IS II I1 IN I� ° d O ii I 10'R ° w 51 �• 3 4 L1 m.� II Ig 1 16 u. a O ♦ 15-lit ®yrt 0 iN \ 4 1D WN III ot: to 10' I 25of 8 a. El'' i 20 10 4 d° 4`F P�2'pdoIn i Sjt I CTYP aL 4 09. s �♦ iA 20 to - d m 3 �•. O 9 s 54 10 m SR Well L 3 S 1 TYP O9' - - - - - CONTRACTOR BHA R 8 SP P�- ADJACENT DEVELO I 1 - �' S1- - AND DRIVE CONNE \ II R 122.00' add.• 24 4 S -- - AX ♦ a 9d \ 0{0 9 - AO SPP \ (A \ /-N4579'03-W ' 22 30R, 21.42' 24 23 \ zdid ' \ * RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City yof Camped �VT�V'�DetiY`AML DATE: \ 10/14/19 -------------- m ` am :l6101ki[rl4xr]=1kiIf ® Clean Out INC Curb Inlet ® Drainage MH Fire Hydrant AIL Sanitary Marker ® Sanitary MH 0 Stand Pipe wa Water Valve -q- Buried Gas Line -t- Buried Telephone Line -w- Buried Water Line SITE LEGEND UGHT DUTY ASPHALT PAVEMENT HEAVY DUTY ASPHALT PAVEMENT CONCRETE PAVEMENT ■ M M M M ■ CONSTRUCTION UMITS P. SITE DATA TABLE SITE ZONING: - B-3 421-OL PROJECT AREA: - 21.99 ACRES BUILDING AREA: - 10933 SF SITE IMPERVIOUS AREA: - 21.17 ACRES SITE IMPERVIOUS PERCENTAGE: 58.8% UPREWIRED PARKING (1 SPACE/250SFT) - 44 PROPOSED STANDARD PARKING (91 - 60 j ADA PARKING PROVIDED: - 3 (INCLUDES 1 VAN ACCESSIBLE SPACE) TOTAL PROPOSED PARKING: - 63 S REQUIRED BICYCLE PARKING: - 4 PROPOSED BICYCLE PARKING: - 4 vo O KEYNOTES YQ 1. 6" CONCRETE CURB 2. CONCRETE DEMPSTER PAD 3 3. CONCRETE SIDEWALK 4. COMBINED CONCRETE CURB ItsWALK 11 �10 5. BIKE RACK • 6. ADA ACCESSIBLE RAMP TYPE •K" 7. ADA PARKING SPACE (4" BLUE PAINT STRIPE) 8. ADA PARKING SYMBOL 9. ADA ACCESSIBLE PARKING SAGN �♦ 10. PARKING SPACE (4" WHITE PAINT STRIPE) 11. TRANSFORMER PAD (COORDINATE WITH LOCAL UTILITY P) ♦ FOR PAD REQUIREMENTS) 12. TRASH ENCLOSURE: COORDINATE WITH ARCHITECT FOR MORE INFORMATION 13. CONCRETE WHEEL STOP 14. ADA ACCESSIBLE RAMP TYPE "G" 15. CONCRETE BOLLARD (LOCATION SHOWN FOR REFERENCE, REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION) 1 16. GENERATOR ENCLOSURE (REFER TO ARCHITECTURAL II AND STRUCTURAL PLANS FOR ENCLOSURE AND PAD INFORMATION) \ 17. GROUND DIRECTIONAL SIGNAGE (LESS THAN 3 SF, BY \ \ OTHERS) \ \ 18. MONUMENT SIGN (BY OTHERS) \ \ 19. ADA ACCESSIBLE RAMP TYPE "H" \ LL COORDINATE WITH 20. PAINTED CROSSWALK, (60° WOE, MITE PAINT) \ PMENT FOR SIDEWALK \ \ \ 21. CONCRETE BOLLARD CTIONS 22. CONCRETE DRIVE (10-22) WITH DEPRESSED CURB \ \ \ (10-23) \ CONCRETE23. 24. ONEWAY DSRECTONALI PERPENDICULAR CURB RAMP \ \ WITH BUFFER (INDOT STD DWCS E 604 SWCR 01 05, 06, 12 14) GENERAL NOTES: 9. DAMAGE TO TIE EXISTING RIGHT-OF-WAY SHALL BE 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE RESTORED/REPAIRED TO WE SATISFACTION OF WE CITY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. AT TIE COMPLETION OF THE PROJECT. THE CONTRACTOR 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIN EXISTING UTILITIES PRIOR TO COMMENCING ANY THE CITY PRIOR TO THE START OF CONSTRUCTION TO CONSTRUCTOR. CONTACT ENGINEER IF VARIATION EXISTSRIGHT-DOCUMHIT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 3. SEE SHELF C002 GENERAL NOTES FOR MORE 10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS, INFORMATION. MATERIALS AND CONSTRUCTON DETAILS FOR WORK 4. CONTRACTOR TO VERIFY LOCATON, SIZE AND DEPTH OF WITHIN PUBUC RIGHT-OF-WAY SHALL CONFORM TO CITY EXISTING UTILITIES PRIOR TO COMMENCING ANY OF CARMEL REQUIREMENTS, INDOT STANDARD DETOUR CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXIST SHEETS AND SPECIBCATONS AND ME INDIANA MANUAL 5. FLOOD PLAIN STATEMENT: ON UNIFORM TRAFFIC CONTROL DEMCES. 1M1S INCLUDES ON PLACING ROAD CSTRUCTON AHEAD SIGNS, LANE THIS LOT DOES NOT UE WITHIN FLOWHAZARD ZONE A MERGING SIGNS, FLASHING ARROW SIGNS, CONSTRUCTION BARRELS, ETC. SCALED FROM TIE FLOOD INSURANCE RAZE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF CARMEL. COMMUNITY NUMBER 18057C, PANEL NUMBER 18057CO205G. DATED NOVEMBER 19. 2014. 6. NO EARTH DISTURBING ACTMTES MAY COMMENCE WITHOUT AN APPROVED STORMWAIER MANAGEMENT PERMIT. 7. UTILITY RELOCATIONS REQUIRED BY TIE PROJECT SHALL DEVELOPMENT SHALL BE TIE RESPONSIBILITY OF ME DEVELOPER TO RESOLVE WTI TIE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY. 6. WHERE CURB REMOVAL IS REWIRED, IT SHALL BE REMOVED AND REPLACED TO THE NEXT NEAREST JOINT LIT LOCATIONS Of ALL EASING UNDERGROUND U11UTES SHOWN ON THIS PLAN ME BASED UPON AB01E GROUND EVIDENCE midis ing, but not limited to, manndes, inlets, mhp, and make made upon the ground by others) AND ARE SPECULATVE IN NATURE. THERE MAY AM BE OTHER EXISTING UNDERGROUND UTUTES FOR MICH THERE IS NO MOW MOUND EVIDENCE OR FOR WON NO MOW GROUND EVIDENCE WAS OBSERVED. TIRE EXACT LOCATONS OF STUD EXISTING UNDERGROUND UTIITES SHALL BE YTRFIED BY THE CONTRACTOR PRICK TJ ANY AND ALL CCN51RUCtlg1. CALL TOLL FREE _S oORd1-8W-382-5544istrunistureartienn - • ui Commercial Real Estate Solutions® O■ AMERICAN N: STRUCTUREPOINT INC. 7260 ShadelalM Station I Indianapolis Indiana 462563957 TEL 311.547.5580 I FAX 317.543 0270 wwwetrucluaroci com INTUITIVE HEALTH RIVERVIEW HEALTH URGENT CARE & EMERGENCY ROOM 10830 N Michigan Rd Zionsville, IN 46077 r- No. new, ,: • 10403915 W s STATE OF ' o WDDIAllite w,c$ 09/OS/2019 CERTIFIED BY ISSUANCEINDEX DATE: 0910512M PROJECT PHASE: ISDHS SUBMITTAL I NO. I DESCRIPTION I DATE I Project Number 2018.01057 SITE PLAN C200 P. SITE DATA TABLE SITE ZONING: - B-3 421-OL PROJECT AREA: - 21.99 ACRES BUILDING AREA: - 10933 SF SITE IMPERVIOUS AREA: - 21.17 ACRES SITE IMPERVIOUS PERCENTAGE: 58.8% UPREWIRED PARKING (1 SPACE/250SFT) - 44 PROPOSED STANDARD PARKING (91 - 60 j ADA PARKING PROVIDED: - 3 (INCLUDES 1 VAN ACCESSIBLE SPACE) TOTAL PROPOSED PARKING: - 63 S REQUIRED BICYCLE PARKING: - 4 PROPOSED BICYCLE PARKING: - 4 vo O KEYNOTES YQ 1. 6" CONCRETE CURB 2. CONCRETE DEMPSTER PAD 3 3. CONCRETE SIDEWALK 4. COMBINED CONCRETE CURB ItsWALK 11 �10 5. BIKE RACK • 6. ADA ACCESSIBLE RAMP TYPE •K" 7. ADA PARKING SPACE (4" BLUE PAINT STRIPE) 8. ADA PARKING SYMBOL 9. ADA ACCESSIBLE PARKING SAGN �♦ 10. PARKING SPACE (4" WHITE PAINT STRIPE) 11. TRANSFORMER PAD (COORDINATE WITH LOCAL UTILITY P) ♦ FOR PAD REQUIREMENTS) 12. TRASH ENCLOSURE: COORDINATE WITH ARCHITECT FOR MORE INFORMATION 13. CONCRETE WHEEL STOP 14. ADA ACCESSIBLE RAMP TYPE "G" 15. CONCRETE BOLLARD (LOCATION SHOWN FOR REFERENCE, REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION) 1 16. GENERATOR ENCLOSURE (REFER TO ARCHITECTURAL II AND STRUCTURAL PLANS FOR ENCLOSURE AND PAD INFORMATION) \ 17. GROUND DIRECTIONAL SIGNAGE (LESS THAN 3 SF, BY \ \ OTHERS) \ \ 18. MONUMENT SIGN (BY OTHERS) \ \ 19. ADA ACCESSIBLE RAMP TYPE "H" \ LL COORDINATE WITH 20. PAINTED CROSSWALK, (60° WOE, MITE PAINT) \ PMENT FOR SIDEWALK \ \ \ 21. CONCRETE BOLLARD CTIONS 22. CONCRETE DRIVE (10-22) WITH DEPRESSED CURB \ \ \ (10-23) \ CONCRETE23. 24. ONEWAY DSRECTONALI PERPENDICULAR CURB RAMP \ \ WITH BUFFER (INDOT STD DWCS E 604 SWCR 01 05, 06, 12 14) GENERAL NOTES: 9. DAMAGE TO TIE EXISTING RIGHT-OF-WAY SHALL BE 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE RESTORED/REPAIRED TO WE SATISFACTION OF WE CITY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. AT TIE COMPLETION OF THE PROJECT. THE CONTRACTOR 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIN EXISTING UTILITIES PRIOR TO COMMENCING ANY THE CITY PRIOR TO THE START OF CONSTRUCTION TO CONSTRUCTOR. CONTACT ENGINEER IF VARIATION EXISTSRIGHT-DOCUMHIT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 3. SEE SHELF C002 GENERAL NOTES FOR MORE 10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS, INFORMATION. MATERIALS AND CONSTRUCTON DETAILS FOR WORK 4. CONTRACTOR TO VERIFY LOCATON, SIZE AND DEPTH OF WITHIN PUBUC RIGHT-OF-WAY SHALL CONFORM TO CITY EXISTING UTILITIES PRIOR TO COMMENCING ANY OF CARMEL REQUIREMENTS, INDOT STANDARD DETOUR CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXIST SHEETS AND SPECIBCATONS AND ME INDIANA MANUAL 5. FLOOD PLAIN STATEMENT: ON UNIFORM TRAFFIC CONTROL DEMCES. 1M1S INCLUDES ON PLACING ROAD CSTRUCTON AHEAD SIGNS, LANE THIS LOT DOES NOT UE WITHIN FLOWHAZARD ZONE A MERGING SIGNS, FLASHING ARROW SIGNS, CONSTRUCTION BARRELS, ETC. SCALED FROM TIE FLOOD INSURANCE RAZE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF CARMEL. COMMUNITY NUMBER 18057C, PANEL NUMBER 18057CO205G. DATED NOVEMBER 19. 2014. 6. NO EARTH DISTURBING ACTMTES MAY COMMENCE WITHOUT AN APPROVED STORMWAIER MANAGEMENT PERMIT. 7. UTILITY RELOCATIONS REQUIRED BY TIE PROJECT SHALL DEVELOPMENT SHALL BE TIE RESPONSIBILITY OF ME DEVELOPER TO RESOLVE WTI TIE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY. 6. WHERE CURB REMOVAL IS REWIRED, IT SHALL BE REMOVED AND REPLACED TO THE NEXT NEAREST JOINT LIT LOCATIONS Of ALL EASING UNDERGROUND U11UTES SHOWN ON THIS PLAN ME BASED UPON AB01E GROUND EVIDENCE midis ing, but not limited to, manndes, inlets, mhp, and make made upon the ground by others) AND ARE SPECULATVE IN NATURE. THERE MAY AM BE OTHER EXISTING UNDERGROUND UTUTES FOR MICH THERE IS NO MOW MOUND EVIDENCE OR FOR WON NO MOW GROUND EVIDENCE WAS OBSERVED. TIRE EXACT LOCATONS OF STUD EXISTING UNDERGROUND UTIITES SHALL BE YTRFIED BY THE CONTRACTOR PRICK TJ ANY AND ALL CCN51RUCtlg1. CALL TOLL FREE _S oORd1-8W-382-5544istrunistureartienn - • ui Commercial Real Estate Solutions® O■ AMERICAN N: STRUCTUREPOINT INC. 7260 ShadelalM Station I Indianapolis Indiana 462563957 TEL 311.547.5580 I FAX 317.543 0270 wwwetrucluaroci com INTUITIVE HEALTH RIVERVIEW HEALTH URGENT CARE & EMERGENCY ROOM 10830 N Michigan Rd Zionsville, IN 46077 r- No. new, ,: • 10403915 W s STATE OF ' o WDDIAllite w,c$ 09/OS/2019 CERTIFIED BY ISSUANCEINDEX DATE: 0910512M PROJECT PHASE: ISDHS SUBMITTAL I NO. I DESCRIPTION I DATE I Project Number 2018.01057 SITE PLAN C200 1. CONTRACTOR SHALL PROTECT AND NOT DESTROY THE RESTORED/REPAIRED TO WE SATISFACTION OF WE CITY PROPERTY CORNER MONUMENTS DURING CONSTRUCTION. AT TIE COMPLETION OF THE PROJECT. THE CONTRACTOR 2. CONTRACTOR TO VERIFY LOCATION, SIZE AND DEPTH OF IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WIN EXISTING UTILITIES PRIOR TO COMMENCING ANY THE CITY PRIOR TO THE START OF CONSTRUCTION TO CONSTRUCTOR. CONTACT ENGINEER IF VARIATION EXISTSRIGHT-DOCUMHIT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. 3. SEE SHELF C002 GENERAL NOTES FOR MORE 10. ALL MAINTENANCE OF TRAFFIC SIGNAGE METHODS, INFORMATION. MATERIALS AND CONSTRUCTON DETAILS FOR WORK 4. CONTRACTOR TO VERIFY LOCATON, SIZE AND DEPTH OF WITHIN PUBUC RIGHT-OF-WAY SHALL CONFORM TO CITY EXISTING UTILITIES PRIOR TO COMMENCING ANY OF CARMEL REQUIREMENTS, INDOT STANDARD DETOUR CONSTRUCTION. CONTACT ENGINEER IF VARIATION EXIST SHEETS AND SPECIBCATONS AND ME INDIANA MANUAL 5. FLOOD PLAIN STATEMENT: ON UNIFORM TRAFFIC CONTROL DEMCES. 1M1S INCLUDES ON PLACING ROAD CSTRUCTON AHEAD SIGNS, LANE THIS LOT DOES NOT UE WITHIN FLOWHAZARD ZONE A MERGING SIGNS, FLASHING ARROW SIGNS, CONSTRUCTION BARRELS, ETC. SCALED FROM TIE FLOOD INSURANCE RAZE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF CARMEL. COMMUNITY NUMBER 18057C, PANEL NUMBER 18057CO205G. DATED NOVEMBER 19. 2014. 6. NO EARTH DISTURBING ACTMTES MAY COMMENCE WITHOUT AN APPROVED STORMWAIER MANAGEMENT PERMIT. 7. UTILITY RELOCATIONS REQUIRED BY TIE PROJECT SHALL DEVELOPMENT SHALL BE TIE RESPONSIBILITY OF ME DEVELOPER TO RESOLVE WTI TIE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY. 6. WHERE CURB REMOVAL IS REWIRED, IT SHALL BE REMOVED AND REPLACED TO THE NEXT NEAREST JOINT LIT LOCATIONS Of ALL EASING UNDERGROUND U11UTES SHOWN ON THIS PLAN ME BASED UPON AB01E GROUND EVIDENCE midis ing, but not limited to, manndes, inlets, mhp, and make made upon the ground by others) AND ARE SPECULATVE IN NATURE. THERE MAY AM BE OTHER EXISTING UNDERGROUND UTUTES FOR MICH THERE IS NO MOW MOUND EVIDENCE OR FOR WON NO MOW GROUND EVIDENCE WAS OBSERVED. TIRE EXACT LOCATONS OF STUD EXISTING UNDERGROUND UTIITES SHALL BE YTRFIED BY THE CONTRACTOR PRICK TJ ANY AND ALL CCN51RUCtlg1. CALL TOLL FREE _S oORd1-8W-382-5544istrunistureartienn - • ui Commercial Real Estate Solutions® O■ AMERICAN N: STRUCTUREPOINT INC. 7260 ShadelalM Station I Indianapolis Indiana 462563957 TEL 311.547.5580 I FAX 317.543 0270 wwwetrucluaroci com INTUITIVE HEALTH RIVERVIEW HEALTH URGENT CARE & EMERGENCY ROOM 10830 N Michigan Rd Zionsville, IN 46077 r- No. new, ,: • 10403915 W s STATE OF ' o WDDIAllite w,c$ 09/OS/2019 CERTIFIED BY ISSUANCEINDEX DATE: 0910512M PROJECT PHASE: ISDHS SUBMITTAL I NO. I DESCRIPTION I DATE I Project Number 2018.01057 SITE PLAN C200 SCALED FROM TIE FLOOD INSURANCE RAZE MAP (FIRM) FOR HAMILTON COUNTY, INDIANA, CITY OF CARMEL. COMMUNITY NUMBER 18057C, PANEL NUMBER 18057CO205G. DATED NOVEMBER 19. 2014. 6. NO EARTH DISTURBING ACTMTES MAY COMMENCE WITHOUT AN APPROVED STORMWAIER MANAGEMENT PERMIT. 7. UTILITY RELOCATIONS REQUIRED BY TIE PROJECT SHALL DEVELOPMENT SHALL BE TIE RESPONSIBILITY OF ME DEVELOPER TO RESOLVE WTI TIE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY. 6. WHERE CURB REMOVAL IS REWIRED, IT SHALL BE REMOVED AND REPLACED TO THE NEXT NEAREST JOINT LIT LOCATIONS Of ALL EASING UNDERGROUND U11UTES SHOWN ON THIS PLAN ME BASED UPON AB01E GROUND EVIDENCE midis ing, but not limited to, manndes, inlets, mhp, and make made upon the ground by others) AND ARE SPECULATVE IN NATURE. THERE MAY AM BE OTHER EXISTING UNDERGROUND UTUTES FOR MICH THERE IS NO MOW MOUND EVIDENCE OR FOR WON NO MOW GROUND EVIDENCE WAS OBSERVED. TIRE EXACT LOCATONS OF STUD EXISTING UNDERGROUND UTIITES SHALL BE YTRFIED BY THE CONTRACTOR PRICK TJ ANY AND ALL CCN51RUCtlg1. CALL TOLL FREE _S oORd1-8W-382-5544istrunistureartienn - • ui Commercial Real Estate Solutions® O■ AMERICAN N: STRUCTUREPOINT INC. 7260 ShadelalM Station I Indianapolis Indiana 462563957 TEL 311.547.5580 I FAX 317.543 0270 wwwetrucluaroci com INTUITIVE HEALTH RIVERVIEW HEALTH URGENT CARE & EMERGENCY ROOM 10830 N Michigan Rd Zionsville, IN 46077 r- No. new, ,: • 10403915 W s STATE OF ' o WDDIAllite w,c$ 09/OS/2019 CERTIFIED BY ISSUANCEINDEX DATE: 0910512M PROJECT PHASE: ISDHS SUBMITTAL I NO. I DESCRIPTION I DATE I Project Number 2018.01057 SITE PLAN C200