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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.
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.
CALL PARKING AREAS TO BE CURBED WITH CHAIRBACK CURB AS SHOWN.
5.ALL PARKING STALLS SHALL BE 9' X 20' AND ARE DIMENSIONED TO THE FACE OF CURBS.
6.TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
7. SEE SHEETS C203 FOR DETAILS REFERENCED.
8. COORDINATE GAS PIPELINE CROSSING WITH SHELL OIL COMPANY PRIOR TO PERFORMING
ANY WORK IN PIPELINE EASEMENT.
SITE PLAN LEGEND
PROPOSED CONSTRUCTION
BUILDING SETBACK LINE
EASEMENT LINE —'
RIGHT -OF -WAY
CENTERLINE
FENCE
GUARD RAIL r F - - - - --
KEY NOTE DESCRIPTION
O1 ASPHALT PATH (SEE PV -25)
O2 EXISTING ASPHALT PATH
OEXISTING RESTROOM
OCHILDRENS GARDEN (BY OTHERS)
OEXISTING STORM STRUCTURES IN ROADWAY TO BE ADJUSTED
AS NECESSARY TO MATCH THE TC USED ON SHEET C201 -C202 TO
ENSURE PROPER DRAINAGE OF THE ROADWAY.
OENTRANCE ROAD (SEE PV -22)
O7 TYPICAL STREET PARKING (SEE PV -21)
OTYPICAL STREET SECTIONS (SEE PV -20)
OMODIFIED CURB AND GUTTER (SEE PV -24)
10 TRANSITION TO EXISTING PAVEMENT AND CURB AFTER SAWCUT
AND REMOVAL OF EXISTING ASPHALT AND CONCRETE CURB
11 ACCESSIBLE RAMP (SEE DETAIL PV -13)
<a> CURB TURNOUT (SEE DETAIL ST -35)
EXTEND EXISTING CONCRETE BOX CULVERT A MINIMUM OF
13 20' TO ALLOW FOR NEW PAVEMENT SECTION ALONG HOOVER ROAD
14 COUNTY HIGHWAY DEPARTMENT STANDARDSAND PAVEMENT SECTION
FOR ROADWAY WITHIN RIGHT OF WAY (SEE DETAIL PV -26)
15 ACCESSIBLE SIGN (SEE DETAIL MI -30)
16 CURB TAPER (SEE DETAIL PV -7)
1 GRADE AROUND EXISTING UTILITY POLES. POLES SHALL REMAIN IN
PLACE.
18 DECORATIVE CROASS WALK (BY OTHERS)
19 REVERSE SLOPE CHAIRBACK CURB AND GUTTER (SEE DETAIL PV -2)
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iinFIED BY:
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PE10504920 C
ie0 '• STATE OF
lilt
Drawn By. MAW
Checked er• CMW
Quality Assurance: DAL
Scale:
0 Scale: 1' = 50'
Sheet
C201
Date
06-20-05
Project Number
990433 -20610