HomeMy WebLinkAbout04010002 C201 Site PlanLANDSCAPE BLOCK WALL
SITE BENCHMARK #2 ELEV.= 836.83
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ASPHALT
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O' WIDE UTILITY EASEMENT D.B. 127, PAGE 38
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AUTOMATED CARWASH FACILITY
FFE 846.00
5' SIDEYARD SETBACK
11.67'
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LANDSCAPE TIMBER WALL
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155.3'
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26.17'
F.F.E.= 844.97
CONCRETE BLOCK BUILDING
SITE BENCHMARK ft 1 ELEV.= 848.90
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1-5'
RIGHT -O- -WAY LINE AS SHOWN ON
THE WEIHE ENGINEERS, INC. SURVEY
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.
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.MA) 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
SURVEYS AND PLATS FOR EXACT INFORMATION.
4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS 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.
9. SEE SHEETS C303 AND C801 FOR DETAILS REFERENCED.
LEGAL DESCRIPTION.
PROJECT DATA.
PROJECT ADDRESS ADDRESS
PROJECT AREA 00.00 ACRES
REGULAR PARKING SPACES No.
ACCESSIBLE SPACES No.
TOTAL PARKING SPACES No.
PUBLIC STREET NAME LENGTH
BUILDING AREA SF
No. OF EMPLOYEES NO.
BUILDING SETBACK LINE
EASEMENT LINE
RIGHT -OF -WAY
CENTERLINE
FENCE
GUARD RAIL
1 1
SITE PLAN LEGEND
PROPOSED CONSTRUCTION
KEY NOTE DESCRIPTION
PROPOSED CONCRETE PAVEMENT (SEE DETAIL PV -36)
VACUUM ISLAND (SEE ARCHITECTURAL)
STRAIGHT CURB (SEE DETAIL PV -18)
PROTECTIVE POST (SEE DETAIL MI -3)
PAVEMENT MARKING (SEE DETAIL TR -6)
CURB END TRANSITION (SEE DETAIL PV -7)
VALLEY GUTTER (SEE DETAIL PV -3C)
DUMPSTER ENCLOSURE (SEE DETAIL ST -17)
SIGN (SEE ARCHITECTURAL
MODULAR BLOCK RETAINING WALL (SEE DETAIL MI -33)
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CERTIFIED BY:
Drawn By:
MAW
Checked By:
Quality Assurance:
Scale:
0
Scale: 1' 20'
M
Sheet
C201
Date
Project Number
0030407-20000