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HomeMy WebLinkAboutDrive Plan 46.01.06m RIGHT OF O WAY MARKER i . 42'x60° CMP - - -- :1 il E,' C) CITY OF CARMEL /RlnWT nP WAY nPANTI PLAN NOTES: (D REMOVE EXISTING PAVEMENT & BASE. INSTALL NEW TOPSOIL AND SEED. O2 REMOVE EXISTING CONCRETE CURB. O3 NEW 6" CONCRETE CURB. O4 NEW ASPHALT PAVEMENT PER CITY OF CARMEL STANDARDS & SPECIFICATIONS. OEXISTING SIGN & FOUNDATION TO BE REMOVED. O6 NEW COMPLEX SIGN, SEE ARCHITECTURAL PLANS. O7 NEW CONCRETE CURB & GUTTER, SEE ARCHITECTURAL SITE PLAN. O8 NEW CONCRETE BLOCK WALL, SEE ARCHITECTURAL SITE PLAN. O9 NEW CONCRETE CURB TURN OUT. 10 NEW CONCRETE CURB ISLAND, SEE ARCHITECTURAL SITE PLAN. 11 NEW GREETER BUILDING, SEE ARCHITECTURAL PLANS. IO 1 9 (EXISTING -� CONCRETE) 8 i i EXISTING ROAD —6' STANDING CURB --_, I PLAN CONCRETE CURB TURNOUT (NO SCALE) 7 6 � II 10 g f C2J / I J I TRAFFIC MANHOLE TRAFFIC SIGNAL /CONTROL BOX TRAFFIC SIGNAL MANHOLE ,TRAFFIC SIGNAL CONTROL BOX 6" R1• -III U1 , r = EXIST. TOPSOIL 6 ' ; III =III ►� PAVEMENJ WATER VALVE J'Q o r. EXISTING r;, I I I i �, ROUND • I 22" r = EXIST. GAS METER r • B CKFILL GAS VALVE r' .r 'r r r �- _ STORM INLET �I I CURB DETAIL = EXIST. � NO SCALE) 0 J `' 4 3 -RIGHT OF WAY MARKER _ 1 "— H.A.C. #11 SURFACE 9 H.A.C. #5D BASE (3 LIFTS) 6 " — #53 STONE PAVEMENT SECTION W/LIGHT TRUCK TRAFFIC. (NO SCALE) CAUTION!! THE 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 OTHER) 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 SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 TOLL FREE 5 GENERAL NOTES 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) 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. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE LEGEND U1 = EXIST. FIRE HYDRANT • = EXIST. WATER METER ►� = EXIST. WATER VALVE J'Q o r. = EXIST. YARD SPIGOT g = EXIST. MONITOR WELL • = EXIST. IRON PIN & OR PK (SET /FOUND) © = EXIST. GAS METER oa = EXIST. GAS VALVE cro = EXIST. STORM INLET L = EXIST. ELECTRIC METER i = EXIST. POWER POLE = EXIST. POWER POLE W /LIGHT EXIST. POWER POLE W /TRANSFORMER [] = EXIST. LIGHT POLE = EXIST. GUY ANCHOR m = EXIST. TELEPHONE PEDESTAL O = EXIST. MANHOLE co• = EXIST. CLEANOUT EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE CONTOURS = PIPE END SECTION o imp] = MAILBOX w PARKING BUMPER a = RIGHT -OF -WAY LINE SWALE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE ® = PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION = DRAINAGE FLOW ARROW WATER LINE GAS LINE FINISH FLOOR ELEVATION = TOP OF (MANHOLE / INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE = CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE = STRUCTURE MATCH EXISTING GRADE SUB- SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD ELECTRIC /TELEPHONES LINES UNDERGROUND ELECTRIC = UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TEMPORARY BENCHMARK = LIMITED ACCESS RIGHT -OF -WAY PLANS PREPARED FOR*- OPTIMA ARCHITECTS ONE NORTH MERIDIAN STREET SUITE 1010 INDIANAPOLIS, INDIANA 46204 -8087 TELEPHONE: (317) 951 -1010 FAX: (317) 951 -1213 PLANS PREPARED BY.- IT WEIHE ENGINEERS, 10505 N. COLLEGE SCALE: 1 ' = 30' INDIANAPOLIS, IN O 15' 30' 60' TELEPHONE: (317) CONTACT PERSON: s INC. AVE. 16280 846 -6611 DARRELL PHILLIPS ALLAN H. WE.IHE P E HH:'7 c] U1 a r U tGp, o w J'Q o r. 't AW E. w a /�'n xWWa0. � VI x a cro _- a LLJG a W d C] I �r. c cl) T wt,o a C,12 W aL E r �ccLo� v• 0 D.4 Q za�� Lod o�a O Q CONTOURS = PIPE END SECTION o imp] = MAILBOX w PARKING BUMPER a = RIGHT -OF -WAY LINE SWALE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE ® = PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION = DRAINAGE FLOW ARROW WATER LINE GAS LINE FINISH FLOOR ELEVATION = TOP OF (MANHOLE / INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE = CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE = STRUCTURE MATCH EXISTING GRADE SUB- SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD ELECTRIC /TELEPHONES LINES UNDERGROUND ELECTRIC = UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TEMPORARY BENCHMARK = LIMITED ACCESS RIGHT -OF -WAY PLANS PREPARED FOR*- OPTIMA ARCHITECTS ONE NORTH MERIDIAN STREET SUITE 1010 INDIANAPOLIS, INDIANA 46204 -8087 TELEPHONE: (317) 951 -1010 FAX: (317) 951 -1213 PLANS PREPARED BY.- IT WEIHE ENGINEERS, 10505 N. COLLEGE SCALE: 1 ' = 30' INDIANAPOLIS, IN O 15' 30' 60' TELEPHONE: (317) CONTACT PERSON: s INC. AVE. 16280 846 -6611 DARRELL PHILLIPS ALLAN H. WE.IHE P E HH:'7 0 c0 C' r O tGp, o J'Q o r. 't O °a xF � w a x a a ca w a cv a d C] I CONTOURS = PIPE END SECTION o imp] = MAILBOX w PARKING BUMPER a = RIGHT -OF -WAY LINE SWALE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE ® = PROPOSED PIPE BOLLARD PROPOSED MANHOLE PROPOSED CONTOURS PROPOSED ELEVATION = DRAINAGE FLOW ARROW WATER LINE GAS LINE FINISH FLOOR ELEVATION = TOP OF (MANHOLE / INLET) CASTING INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) REINFORCED CONCRETE PIPE = CORRUGATED METAL PIPE POLYVINYL CHLORIDE PIPE = STRUCTURE MATCH EXISTING GRADE SUB- SURFACE DRAINAGE TOP OF CURB GUTTER OVERHEAD ELECTRIC /TELEPHONES LINES UNDERGROUND ELECTRIC = UNDERGROUND TELEPHONE OVERHEAD TELEPHONE TEMPORARY BENCHMARK = LIMITED ACCESS RIGHT -OF -WAY PLANS PREPARED FOR*- OPTIMA ARCHITECTS ONE NORTH MERIDIAN STREET SUITE 1010 INDIANAPOLIS, INDIANA 46204 -8087 TELEPHONE: (317) 951 -1010 FAX: (317) 951 -1213 PLANS PREPARED BY.- IT WEIHE ENGINEERS, 10505 N. COLLEGE SCALE: 1 ' = 30' INDIANAPOLIS, IN O 15' 30' 60' TELEPHONE: (317) CONTACT PERSON: s INC. AVE. 16280 846 -6611 DARRELL PHILLIPS ALLAN H. WE.IHE P E HH:'7 NO. sp=4 C' o 't O N �r T E I �J o a I� c_ 0 V w a 0.p _ NO. sp=4