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HomeMy WebLinkAboutC201 Site Plansuoisinaa Description BID DOCUMENTS ONLY, PENDING AGENCY APPROVAL REVISIONS PER AGENCY COMMENTS I ADDENDUM j2 1681 FEET 91 1S3 1546 FEET am 10/6/9 09/13/04 t0/6Z/60 t0 /Z1 /11 02/25/05 °w kb1 i ARCHITECTURE a f xy 7172 GRAHAM ROAD CIVIL ENGINEERS r LANDSCAPE ARCHITECTURE al ArYr ,a INDIANAPOLIS INDIANA 46250 fi l LAND PLANNING xe (317) 842 -6777 FAX (317) 841 -4798 LAND SURVEYORS 4''' 5' 4 t£ 4 j Y rF: v E —Mail cripe ©cripe.biz TRANSPORTATION ENGINEERS GIS Architects Engineers SITE PLAN 126th AND SHELBORNE ROAD CARMEL, INDIANA 46033 7EDBY 7 1/ 0 0tttitt oti M .1:11/ N T e� s PE19900458 STATE OF .:4% ,4- i iiiinituttoo 2/28/5 Drawn By: MAW Checked By: AMR Quality Assurance: DAL Scale: 0 Scale: 1" 30' M Sheet C201 Date 08 -30-04 Project Number 94501 -10040 TABLE "A" THIS TABLE SHOWS THE APPROXIMATE NORTH, SOUTH, EAST AN D DISTANCES TO THE EAST, N OF TH WEST PROPERTY LINES 0 E SITE TO THE E REFERENCE POINT FOR THE FUEL ISLAND PUMPS AND UNDERGROUND STORAGE TANK. PROPERTY LINE DIRECTION DISTANCE TO REFERENCE POINT NORTH 1681 FEET EAST 1546 FEET WEST 1107 FEET SOUTH 290 FEET V 444, "4T \Air ‘‘'W IL I111■ 1 11111111111111111111111111h, y f PRIVATE DRIVE SITE PLAN LEGEND 0 0 <5 0 4Ik TYP. FUTURE BUS PARKING =v 12>\ EDGE OF WOODS WOODED AREA 20' 24.5' Q CC w CC w BUILDING SETBACK LINE EASEMENT LINE RIGHT —OF —WAY CENTERUNE FENCE GUARD RAIL 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 PROPOSED CONSTRUCTION KEY NOTE DESCRIPTION PROPOSED HEAVY DUTY PAVEMENT (SEE DETAIL PV -36) PROPOSED UGHT DUTY PAVEMENT (SEE DETAIL PV -36A) STRAIGHT CURB (SEE DETAIL PV -17) CURB TAPER (SEE DETAIL PV -7) COMBINED WALK CURB (SEE DETAIL PV -6) CONCRETE SIDEWALK (SEE DETAIL PV -16) VALLEY GUTTER (SEE DETAIL PV -3A) ACCESSIBLE PARKING SPACE (SEE DETAIL PV -12D) 4" WHITE PAINT STRIPE (SEE DETAIL PV -25) ELECTRICAL PEDESTAL (SEE ELECTRICAL PLANS) LIGHT POLE AND BASE (SEE ELECTRICAL PLANS) FLAGPOLE 6' VINYL COATED CHAIN UNK FENCE DOUBLE SWING GATE (SEE DETAIL F -14) DUMPSTER ENCLOSURE (SEE DETAIL MI -15) CONCRETE PAVEMENT (SEE DETAIL PV -36B) BUILDING (SEE ARCHITECTURAL PLANS) TRANSFORMER AND PAD (SEE ELECTRICAL PLANS) UNDERGROUND STORAGE TANK (SEE MEP PLANS) ELECTRICAL PANEL (SEE ELECTRICAL PLANS) OIL SEPARATOR (SEE PLUMBING PLANS) SIDEWALK (BY OWNER) CONCRETE FUEL ISLAND (USE POMECO /OPW (STRAIGHT) GLASS ISLAND FORM 6013— SFHCW3L12 OR APPROVED EQUAL) REFERENCE POINT (SEE TABLE "A SITE WORK GENERAL NOTES AND SPECIFICATIONS NOTICES AND PERMITS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBIUTY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUAUTY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. 5. IT IS ESSENTIAL THAT THE WORK TO BE DONE IN CONJUNCTION WITH THIS PROJECT SHALL BE INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS DONE IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. 6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. 7. 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. 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 9. LOCATIONS ELEVATIONS OF "FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS" ARE SHOWN FOR REFERENCE ONLY. DEVELOPER /BUILDER /INDIVIDUAL LOT OWNER TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.M.A.) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT /PROJECT CONSTRUCTION. SITE PLAN NOTES' 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. 2. ALL PAVEMENT AND /OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD INFORMATION. S URVEYS AND PLATS FOR EXA T C I OF BUILDINGS 4. SEE ARCHITECTURAL PLANS FOR DETAILS 0 AND BUILDING DIMENSIONS. 5. ALL PARKING AREAS TO BE CURBED WITH CHAIRBACK CURB OR INTEGRAL CURB AND WALK AS SHOWN. 6. ALL PARKING STALLS SHALL BE 10' X 20' OR 10' X 18' WHERE ADJACENT TO SIDEWALK OR GRASS AREA. WHERE INTEGRAL CURB AND WALK IS ADJACENT TO A PARKING STALL, TWO (2) FEET OF SIDEWALK SHALL BE UTILIZED AS PARKING AREA OVERHANG. PARKING STALLS ARE DIMENSIONED TO THE FACE OF CURBS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 8. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. PROJECT DATA. PROJECT ADDRESS PROJECT AREA REGULAR PARKING SPACES ACCESSIBLE SPACES TOTAL PARKING SPACES PUBUC STREET NAME BUILDING AREA No. OF EMPLOYEES 'HOLEY HOLEY SAYS CALL AT LEAST TWO FULL WORKING DAYS BEFORE YOU DIG IT'S THE LAW 1 -800- 382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA 126th STREET AND SHELBORNE ROAD 82 ACRES SEE ARCHITECTURAL NO. CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including, but not limited to, manholes, inlets, valves, and marks made upon the ground by others) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. 0: •1894194501 1100401Cad'Eng ■CDs1C201.dwg, 2/28/200510:32:10 AM, pklodzen, 1:1 Z J a_ W Drown Checked Approved Scale Sheet Dote F J CD L± O <0 3- F- O Q O O O (f) J L1J C2 fX U W n Cr) Cn W CONSULTANTS MAW AMR DAL C201 1 =30' 08/30/04 a L C C Project number PIC 0940501 -100 mini A Al A