HomeMy WebLinkAbout06120009.6WROUGHT IRON FENCE
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PROPOSED
MAINTENANCE
FACILITY
F.F.E.= 916.53
EXISTING
MAINTENANCE BUILDING
FFE= 916.53
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12" WIDE
CONCRETE WALE.
APPROX. 5.7' HIGH
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MATERIAL STORAGE BINS
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CITY OF ARMEL
STREET DEPARTMENT
EXISTING J
BUILDING
EXISTING
BUILDING
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SITE PLAN LEGEND
BUILDING SETBACK LINE
EASEMENT LINE —
FENCE
PROPERTY LINE — —
CONSTRUCTION LIMITS —
HEAVY DUTY PAVEMENT
°. CONCRETE WALK OR PAVEMENT
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 UTILITIES 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 RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY
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.
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
SURVEYS AND PLATS FOR EXACT INFORMATION.
4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
5. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS.
6. SEE SHEET C202 FOR DETAILS REFERENCED.
ALTERNATE -
SITE ALT REPLACE ASPHALT WITH CONCRETE PAVEMENT UNDER THE BUILDING CANOPY.
SITE ALT REPLACE MANUAL GATE WITH AUTOMATIC GATE.
KEYNOTE LEGEND
O1 COMBINED CURB AND GUTTER TYPE III (SEE FIGURE 10 -12)
O2 COMBINED CURB AND GUTTER TYPE II (SEE FIGURE 10 -11)
OHEAVY DUTY PAVEMENT (SEE DETAIL PV -36A)
OSOLID WHITE PAVEMENT STRIPING LINE (SEE DETAIL TR -4A)
<3> LIGHT BASE, STANDARD, AND LIGHT (SEE ELECTRICAL PLANS) (SEE DETAIL MI -10 FOR BASE)
OMANUAL SECURITY GATE (SEE AMERISTAR METAL FENCE DETAIL). AUTOMATIC GATE AS ALTERNATE (SEE SPECS)
OGRASS LANDSCAPE AREA (SEE EROSION CONTROL PLAN)
OMETAL FENCE TO BE CONSTRUCTED WITH WATER OPERATIONS FACILITY.
OCONCRETE PAVEMENT AS ALTERNATE (SEE SPECS) (SEE DETAIL PV -36B)
<10 > PROTECTIVE POST (SEE DETAIL MI -3. SEE ARCHITECTURAL PLANS FOR LOCATION AROUND CANOPY COLUMNS)
1 1 METAL FENCE (SEE AMERISTAR METAL FENCE DETAIL)
<9> EXPANSION JOINT (SEE DETAIL PV -15)
13 CONCRETE PAVEMENT (SEE DETAIL PV -36B)
14 DUMPSTER PAD (SEE DETAILS MI -18)
15 CURB TAPER (SEE DETAIL PV -19)
16 CONCRETE PARKING BUMPER (SEE DETAIL PV -20)
PRIOR TO DIGGING
CONTACT)
CAUTION: LOCATIONS OF ALL EXISTING
UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE
CARMEL UTILITIES 1-
317
- 571 -2648
BASED UPON ABOVE GROUND EVIDENCE (including,
but not limited to, manholes, inlets, valves, and
DUKE ENERGY 1
-800-
382
-5544
marks made upon the ground by others) AND ARE
CARMEL ENGINEER 1-
317-
571 -2441
`'PECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE
VECTREN ENERGY 1-
800
- 382
-5544
IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO
BRIGHT HOUSE CABLE 1-
317
- 844
-8877
ABOVE GROUND EVIDENCE WAS OBSERVED. THE
EXACT LOCATIONS OF SAID EXISTING UNDERGROUND
FIBER OPTIC COMMUNICATIONS 1-
317
- 571 -2586
UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
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CERTIFIED BY:
:,i!l� ' .may ,'
10404538 C
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Drawn By:
M. WAGNER
Checked W.
K. COLLINS
Quality Assurance:
T.SCHELLENBERGER
Scale:
0 Scale: t' = 20'
Sheet
C201
Date
10-06-06
Project Number
0990488 -10101