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Home My WebLink About6C� I c v a I_ 0 O LL_ 3 x d I r LH T 3 T 7 co 0 to N x N o � T � L I v 00 L cfl � v a� a� 3 0 FL a I 4-' m 0 00 U (0 V) 0 3 C ° m a I � m 00 r -1 0 0- x x '° 00 ~ L7 w I o co (0 O jaD X M V 0 0 A U m °' o � CIO Y 0 0 3 oC N ° N m O 0 o Y U N ° °o E�00 \ 00 N O 0 off/ U Q C Y E °m z m41 cn v CD - �0 LiJ ��d � >' V) ,� 0 _j_ EXISTING \ DETENTION \ \ \ POND I \ \\ II II — _ — — — _ — — _ _ — _ _ — _ _ _ — — EXISTING RESTAURANT 10 -FT WIDE ASPHALT PATH ftftftft 1.465 R IVV 281.67011 17 10 , BUI LDING SEM4CK NE \� 43.7' W W w F- Cn z Q 0 CW TG i I— O z WEST 96th STREET ��----------- NOm w RTH 1 ///� \N -N\ � 0 20 40 60 SCALE: 1 "=20' LEGEND SYMBOL DESCRIPTION B 4" PAINTED WHITE PAVEMENT STRIPE C 6" STRAIGHT CONCRETE CURB (SEE DETAIL) D INTEGRAL WALK AND CURB (SEE DETAIL) E DISABLED RAMP (SEE DETAIL) F 4" CONCRETE WALK (SEE DETAIL) G DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS) HH 6" CONCRETE PAD (SEE DETAIL) J CONCRETE BUMPER STOP (SEE DETAIL) K 4" PAINTED BLUE PAVEMENT STRIPE L LANDSCAPED AREA (SEE SHEET C500) O 4" PAINTED BLUE PAVEMENT STRIPE AT 45' ANGLE, 2' O.C. N EXPANSION JOINT 0 BUILDING (SEE DETAIL) p REGULAR DUTY ASPHALT PAVEMENT (SEE DETAIL) OR CONCRETE STOOP (5'X5' UNLESS OTHERWISE NOTED) (SEE DETAIL) OS DISABLED RAMP (MULTIPLE STALLS) (SEE DETAIL) OT BICYCLE RACK (SEE DETAIL) OCROSSWALK STRIPING, PAINTED, WHITE OTRANSFORMER PAD OX BOLLARD SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. B. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 14. STORMWATER FACILITIES WILL BE PRNATELY OWNED AND MAINTAINED. 15. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BEE INSTALLED PER APPROVED SPECIFICATIONS AND MADE SERVICEABLE. 16. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL STANDARD STRAIGHT CURB. 17. THERE SHALL BE NO FRAMES OR CASTINGS LOCATED WITHIN OR UNDER PAVEMENT, CURB, WALK, OR PATH WITHIN THE PROPOSED RIGHT-OF-WAY. CURB INLET FRAMES ARE EXEMPTED FROM THIS REQUIREMENT. 18. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. -HOLEY HOLEY' DONBT DIG BLIND 1-800-382-554.4 CALL TOLL FREE ><.�?6F?idt94dR:2f31tf t ;r„� PROPOSED CONCRETE �A. 070.. 5d.-,,11, HEAVY DUTY ASPHALT PAVEMENT (SEE DETAIL) e✓g�� n•s�j�,6 gt�i��i'•�� C�VO q& MULTI -USE PATH (SEE DETAIL) / CURB TRANSITION C DISABLED PAVEMENT SYMBOL (SEE DETAIL) ONUMBER OF PARKING SPACES PARKING DATA STANDARD PARKING SPACES 39 DISABLED PARKING SPACES 2 TOTAL PARKING SPACES 41 REQUIRED PARKING SPACES 39 REQUIRED DISABLED PARKING SPACES 2 PLANNED BICYCLE PARKING 4 SITE NOTES 1. ALL DIMENSIONS IN CURBED AREAS SHALL BE BACK TO BACK OF CURB. -ALL DIMENSIONS IN AREAS WITHOUT CURB SHALL BE TO EDGE OF PAVEMENT. -ALL DIMENSIONS AT INTEGRAL CURB & WALK SHALL BE TO FACE OF CURB. -ALL DIMENSIONS FROM BUILDING SHALL BE FROM FACE OF BUILDING. 2. ALL RADII IN PAVED AREAS & ON CURBS SHALL BE 5' UNLESS NOTED OTHERWISE. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD BEFORE STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOUND IN THESE PLANS FROM ACTUAL FIELD CONDITION, THE CONTRACTOR SHALL CONTACT A/E IMMEDIATELY. 4. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 5. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, OR SUPPLIERS SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION WORK IS COMPLETED. 6. ALL RADII INDICATED SHALL BE FORMED AS CIRCULAR ARCS. 7. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES OR BUILDING LINES UNLESS OTHERWISE NOTED. B. DISABLED RAMP AND SIGNAGE SHALL BE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY, CITY AND LOCAL CODE WHICHEVER HAS JURISDICTION. SEE SITE PLAN FOR LOCATION AND SITE DETAILS FOR SPECIFICATIONS. 9. ALL STRIPES ARE TO BE 4" PAINTED, WHITE, UNLESS OTHERWISE NOTED. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AT HIS EXPENSE ALL AUTOMOBILE AND PEDESTRIAN TRAFFIC CONTROL DEVICES REQUIRED BY FEDERAL. STATE, COUNTY, CITY OR LOCAL AGENCY. THE AMOUNT, LOCATION AND SIZE SHALL BE PER DIRECTION OF AGENCY. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE ALL MUD, DIRT, GRAVEL, AND ANY OTHER MATERIALS TRACKED ONTO ANY PUBLIC OR PRIVATE STREETS OR SIDEWALKS. THE CONTRACTOR MUST CLEAN THESE DAILY IF NECESSARY. THE CONTRACTOR MUST USE WATER OR OTHER METHODS TO KEEP AIRBORNE DUST TO A REQUIRED MINIMUM. 12. THE DEVELOPER IS RESPONSIBLE FOR COMPLETING ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 13. THE PROJECT ENGINEER IS RESPONSIBLE FOR DESIGN OF ALL IMPROVEMENTS IN COMPLIANCE WITH CITY STANDARDS AND ORDINANCES. 14. STORMWATER FACILITIES WILL BE PRNATELY OWNED AND MAINTAINED. 15. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS THE BITUMINOUS BASE AND BINDER LAYERS FOR ALL STREET, DRIVES AND PARKING LOTS TO BE INSTALLED AND ALL WATER MAINS AND HYDRANTS FOR THE SITE DEVELOPMENT MUST BEE INSTALLED PER APPROVED SPECIFICATIONS AND MADE SERVICEABLE. 16. ALL CONCRETE CURB IN THE PARKING LOT SHALL BE CITY OF CARMEL STANDARD STRAIGHT CURB. 17. THERE SHALL BE NO FRAMES OR CASTINGS LOCATED WITHIN OR UNDER PAVEMENT, CURB, WALK, OR PATH WITHIN THE PROPOSED RIGHT-OF-WAY. CURB INLET FRAMES ARE EXEMPTED FROM THIS REQUIREMENT. 18. IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF THE PROPOSED RIGHT-OF-WAY. -HOLEY HOLEY' DONBT DIG BLIND 1-800-382-554.4 CALL TOLL FREE ><.�?6F?idt94dR:2f31tf t ;r„� �A. 070.. 5d.-,,11, ,= TAI F e✓g�� n•s�j�,6 gt�i��i'•�� C�VO q& O U) W N 0 m W r- 4 N 0 C z 0 0()o 00 Nm bo p U) m W r - w Q W w Y I1 0 o O U %AN WOOLPERT DBBION I0805P TIAL I INFRAsmuc um 7635 Interactive Way Suite 100 Indianapolis, IN 46278 317.299.7500 FAX: 317.291.5805 \4 11' �O\\\: t I' 1.el N O J z Q0 z N Z Q W u W W W Q Qa WU Q Fn a° JD a. SHEET N0. C201