HomeMy WebLinkAbout04110035.53D
CORE DRILL LATERAL INTO WETWELL
AND SEAL WITH WATER TIGHT GROUT.
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IE W 881.10 6� CONDUIT. COORDINATE
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TC= 888.98' IE E 880.55 A 6' El
IE NW(4 "PIPE)= 874.00' IE W 880.55 G mom*\
IE E 880.00 (6 "LATERAL)
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APPROXIMATE LOCATION OF
EXISTING 8' WATER MAIN.
CONTRACTOR TO FIELD VERIFY
LOCATION PRIOR TO
CONSTRUCTION.
CONNECT TO EXISTING WATER MAIN /" X04
WITH 2" TAPPING SLEEVE AND VALVE. TC 888.7
EXISTING LINE TO BE WET TAPPED. IE S 882.
COORDINATE WITH VEOLIA WATER. BE IE 882
AWARE OF OTHER EXISTING UTILITIES IN
THIS AREA WHILE PERFORMING THIS 80°
WORK. TC 888.E
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_CATCH BASIN
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TC= 890.85'
CATCH BASIN
IE E(12'HDPE)= 888.98'
IBEC
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E —BEC—
—BEC— —BEC--
IE N (12'HDPE)= 888.68'
—BEC -
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—IRR —IRR
IIIE W (12'HDPE)= 888.70'
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ASPHALT PATH
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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. R SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCA11ON 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. R 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.
7.000UPATIONAL 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.
& TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL
STANDARDS.
7. SEE SHEETS C202 FOR DETAILS REFERENCED.
/ SITE PLAN LEGEND
CONSTRUCTION
BUILDING SETBACK LINE
EASEMENT LINE —
RIGHT -OF -WAY
CENTERUNE —
FENCE
GUARD RAIL KEY NOTE NOTE DESCRIPTION
�* ASPHALT PATH (SEE DETAIL PV -20A)
f2' 701
TC 891.85
O2 EXISTING ASPHALT PATH
S 3 CONCRETE TRAIL (SEE DETAIL PV -25A, PV -16)
O4 EXISTING CONCRETE PATH
$ f2` O5 ENTRANCE ROAD
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OTRANSITION TO EXISTING PAVEMENT AND CURB AFTER SAWCUT
AND REMOVAL OF EXISTING ASPHALT AND CONCRETE CURB
7O CHAIRBACK CURB AND GUTTER (SEE DETAIL PV -24)
16
' r NOTE- IRRIGATION LINE MAY HAVE O STOP BAR STRIPING AND STOP SIGN (SEE DETAIL TR -2)
TO BE ADJUSTED DUE TO STORM
I SEWER INSTALLATION. O ACCESSIBLE PARKING (SEE DETAIL TR -1)
f 10 ACCESSIBLE PARKING SIGN (SEE DETAIL MI -30)
r i
G' 11 CONCRETE PARKING BUMPER (SEE DETAIL PV -21)
19'99 o, 0<8> ASPHALT SECTION (SEE DETAIL PV -20)
20 5' 24' 2ff 5' -o �,''
0 13 EXPANSION JOINT (SEE DETAIL PV -26)
J, <r
m 2 IRR — _--_"_!RR �_ 14 1 -4' PVC CONDUIT FOR ELECTRIC TO
Ex. PT. #3212
16 GQ BEEHIVE PARKING LOT LIGHTING
TC= 889.73'
aaI aal I 1 t a i aaI a i aal IE SW(12'RCP)= 887.11' 15 PROPOSED SITE LIGHTING AND POLES
I, SIM m 14 m � (BY OTHERS)
6 16 REVERSE SLOPE CHAIRBACK CURB AND GUTTER (SEE DETAIL PV -2)
18 2 1 17 CURB END TRANSITION (SEE DETAIL PV -7)
8 m
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E — — —E — —E E — E — — —9--E — — E — ` E _ 18 EXISTING IRRIGATION LINE TO REMAIN IN
B — BEC— BE — BEC— -" — BEC' — BEC— BEC— _ BEC' E E PLACE AND BE UNDISTURBED
� �. � � �.. .�� ■� � '� BEC- -.
<s> DEPRESSED CHAIRBACK CURB (SEE DETAIL PV -24A)
23 \/5> �
RESTROOM FACILITY(SEE ARCHITECTURAL PLANS)
BEC— — EC —BEC— —BEC —BEC —BEC— BEC— EC— —13 — BEC— —SEC—
20
tR lRR IRR IRR IRR — IR IRR —IRR IRR SE�R_R
m Ex. PT. #3006 IRR -C_ <8> TRANSITION FROM REVERSE SLOPE CHAIRBACK CURB AND GUTTER (SEE
CURB INLET
TC= 892.54
TO REGULAR CHAIRBACK CURB AND GUTTER (SEE DETAIL PV -24)
m IE NE(12 "RCP) = 886.78'
IE S(12'RCP)= 886.76' O CORE DRILL EXISTING STRUCTURE FOR INSTALLATION OF 15'
500 RCP. IF EXISTING CATCH BASIN IS COMPROMISED REPLACE
v m TC 892.81 ENTIRE STRUCTURE. CONTRACTOR TO NOT DISTURB EXISTING
m CURBUNE AND ASPHALT AROUND STORM INLET.
O CONNECTS
TO EXI STING POND <&> DETECTABLE WARNING SUFACE (SEE INDOT DETAIL "E 604 - SWCR -021
TO EXISTING
m m
D ASPHALT PAVEMENT
I( CONCRETE PAVEMENT
NORTHPARKING LOT SITE - - - - CONSTRUCTION LIMITS
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C201
Date
11 -24-06
Project Number
990433 -10400