HomeMy WebLinkAboutC201 Site Plan0
18.5'
157.5'
O PRIVATE STREET 2
16
CLUBHOUSE
41.59'
MATCHLINE SHEET C202
18.5 22' 18.5
8.031 71'
100.03'
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100.03'
71.03
14.25'
61.39'
96.96'
41.74' 8
61.32.'
BUILDING SETBACK LINE
EASEMENT LINE
RIGHT-OF-WAY
CENTERLINE
FENCE
GUARD RAIL
1 I i
PARKING STALL COUNT
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 OE 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 UNITS" 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
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. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
7. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS.
8. SEE SHEETS C204 FOR DETAILS REFERENCED.
KEY NOTE DESCRIPTION DETAIL_
CHAIRBACK CURB AND GUTTER (SEE PV -1)
R EVERSE SLOPE CHAIRBACK CURB (SEE PV -2)
H EAVY DUTY PAVEMENT (SEE PV -36C)
LIGHT DUTY PAVEMENT (SEE PV -36B)
CONCRETE PAVEMENT (SEE PV -368)
COMBINED WALK CURB (SEE PV -24)
K DRIVEWAY GUTTER CURB (SEE PV -38)
A CCESSIBLE PARKING SPACE (SEE PV -12)
ACCESSIBLE RAMP (SEE AC-38)
1 D A CCESSIBLE RAMP (SEE PV-10A, PV -10B)
11 CONCRETE SIDEWALK (SEE PV -16)
12 PROPOSED FOUNTAIN (BY OWNER)
13 STONE SHOULDER
14 4" PAINT STRIPE
15 ACCESSIBLE RAMP (SEE PV -13)
CLUBHOUSE (BY OTHERS)
17 POOL (BY OTHERS)
<0> MAINTENANCE BUILDING (BY OTHERS)
19 MAIL KIOSK
20 WATER QUALITY FORBAY (SEE SHEET C204)
21 CURB TURNOUT (SEE ST -35)
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KEYPLAN
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Checked By:
DJO
Quality Assurance:
TS
01/03/05
Scofe! I` m 30'
Project Number
020350 -20200
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