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I PRINCIPAL SPILLWAY STRUCTURE
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EXISTWO WMAND AREA /
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WATER SURFACE AT /
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SITE WORK GENERAL NOTES AND SPECIFICATIONS
NOTICES AND PEWS
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1 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.
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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
I CONSTRUCTION.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF
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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 SHAH BE CONFIRMED BY THE BIDDING CONTRACTOR.
7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS.
FINAL RULE 29 CFR PART 1926, SUBPART rP• APPLIES TO ALL EXCAVATIONS EXCEEDING
I � / FIVE FEET IN DEPTH.
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1 t 8. EXCAVATIONS EXCEEDING TWENTY 20 FEET IN DEPTH REQUIRE THE DES IGN OF
A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER.
7
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/ 4 4 LOCATIONS & ELEVATIONS OF FLOODWAY LIMITS AND 100 YEAR FLOOD LIMITS ARE SHOWN
w POND
FOR REFERENCE ONLY. DEVELOPER /BUILDER /INDIVIDUAL LOT OWNER TO REFER TO NATIONAL
y' - 11 FLOOD HAZARD INSURANCE MAP (F.E.MA) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR
�( ¢ / / / ; , INDIVIDUAL LOT /PROJECT CONSTRUCTION.
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_' -, 1. NOTE RADII AND RB AND WALK. DIMENSIONS ALL DIMENSIONS ONS TO THE BUILDING ARE TO THE OUTSIDE EOF
BUILDING FOUNDATION WALL
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I 2. ALL PAVEMENT AND OR CURB RADII TO BE FIVE 5 FOOT UNLESS OTHERWISE NOTED.
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3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD
lo / 10 10 i SURVEYS AND PLATS FOR EXACT INFORMATION.
4 4. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS.
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/ __,.___,.._ 5.ALL PARKING AREAS TO BE CURBED WITH CHAIRBACK CURB OR INTEGRAL CURB AND WALK
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, ._- AS SHOWN
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t •,., ,s - .i',.4AU I 6. ALL PARKING STALLS SHALL BE 10' X 20' OR 10' X 18' WHERE ADJACENT TO SIDEWALK
I OR GRASS AREA. WHERE INTEGRAL CURB AND WALK IS ADJACENT TO A PARKING STALL,
I o / PARKING AREA OVERHANG. PARKING
NORMAL POOL aEVATION 8S&OO
STALLS ARE DIMENSIONED TO THE FACE OF CURBS. P
MMAL POOL ELEVATION 886.00 ! 100 YEAR FLOOD ELEVATWN 888.00
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7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
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I o / wRA / / ' FLOOD ELEVATION 888:00 - __I I STANDARDS.
/ - 100 YEAR =.. t
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8. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS.
9. SEE SHEETS C303 AND C801 FOR DETAILS REFERENCED.
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SITE PLAN LEGEND
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PROPOSED CONSTRUCTION
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/ / I BUILDING SETBACK LINE —
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( n �# i 7 I EASEMENT LINE
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GUARD RAIL -- I- �- I- � - --I--
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KEY NOTE DESCRIPTION
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r n s I Ol ASPHALT PATH BY OTHERS
e`ri`ti S•iea'- E °4'ta /
EXISTING WETLANDS
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! � NORMAL POOL ELEVATION 876.00
/ / 100 YR ELEVATION •882 04 �- , I O RESTROOM (SEE ARCHITECTURAL PLANS)
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I � _,.._ ••; •. " -- ALL ROADWAY IMPROVEMENTS BY OTHERS.
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O WORK R TO DONE ROOTHERS. COORDINATE ITH OWNER.)
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� 6 - �,.. -�'` -� / _ •:,,_ -- _ `_ - - '" ~ I O EXISTING STRUCTURE
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FUTURE ROADWAY / PATH
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I 8O FUTURE PARKING
FUTURE CENTERPIECE
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I FUTURE STRUCTURE
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- 30' GAS LINE ESMT., BK. 2, PG. 91 /
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Dote
05 -06-03
Project Numbs.
990433 -20600