HomeMy WebLinkAbout3.5 Master Utility Plan8" STUB & PLUG
W/ 2" TEMP BLOWOFF
STA: 27+64.95
4.22 L
20 L.F. 8" PVC
8"x10"x12" TEE
STA: 27+44.83
7.52 L
('START 12"
CURVILINEAR WATER
STA: 1+15.60
4.35 L
R=300'
32 L.F. 10" PVC
(2) 20
(2) 6" 45' BEND
STA: 27+38.62
1.08 R
6" 45° BEND
STA: 27+25.58
16.72 L
6" 45° BEND
STA: 27+25.58
14.42 L
END 6"
CURVILINEAR WATER
STA: 26+59.35
12.14 L
R=370'
L.F. 6" PVC
END 12"
CURVILINEAR WATER
STA: 1+48.83
2.50 L
R=300' (2) 6" GATE VA
STA: 2+09.79
2.50 R
too
...
(2) 64 LF.
6" iDVC
..... ...... . .....
START 6 ....... ...... ........ ...
CURVILINEAR WATER
STA: 1+15.33
0.65 R /
R=3007
\--10" OATE VALVE
STA/ 27+12.07
10.01 L
45/.0 L.F. 10" PVC
OD 10"
itURVILINEAR WATER
/TA • 2 -i -FR qn
EN@ . 6" --3-470-0
C U R ETNE-A-R ........... (2) 32;
STA: 1+48.55
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R=300'
8' PVC
(2)-45' BENDS
STA: 1+06.73 9.13 L
STA: 1+21.29 5.00 R
57+00
8' GATE VALVE
STA: 55+99.85
7.00 L
28 LF SANITARY SEWER
CROSSING CONCRETE
ENCASEMENT
5TA: 1+23.16
OFFSET: 5.00 R
20 LF SANITARY SEWER
CROSSING CONCRETE
ENCASEMENT
STA: 1+23.16
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STA: 5+45.20
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STA:
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LOT 19
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LOT 16
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STA: +32.92
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DIP
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LOT 15
..-56 a LF. 8' PVC
NF. 8' PVC
12+21.645.15' R�/
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STA: 11♦98fO3
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_STA: 45+g85.�U0b..00
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STA: 50+00.85
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LOT 13
00 114+45..72
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8' 45' BEND
LOT11
LOT10 \
EDGE OF C.D.S. .---.` `
10.0 LF.'.B' OP
F.H. ASSY W/8' G.V.
8'X6' REDUCER
9 12313.39
97.88
8' GATE VALVE
STA: 44+98.65
5.02 L
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3.38'
8' GATE VALVE
STA: 40+32.07
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240
(LN FEET)
1 blob - 60 ft.
1. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED UPON UTILITY 9.
MAPS, OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD
LOCATIONS IN SOME INSTANCES. THESE UTILITIES AS SHOWN MAY NOT REPRESENT
ACTUAL FIELD CONDITIONS, AND SOME LOCATIONS ARE UNKNOWN. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD
LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION.
2. ALL CONSTRUCTION TO BE PER CURRENT GARFIELD COUNTY SPECIFICATIONS.
N
/
2' INSULATION SHALL BE INSTALLED AT ALL CULVERT CROSSINGS OF WATER MAIN
LINES 5' CENTERED ON CULVERT.
10. EXISTING ON-SITE UTILITIES SHALL BE REMOVED. THE EXISTING SEPTIC SYSTEM SHALL
BE DISPOSED OF AND SOILS SHALL BE EXCAVATED PER STATE REQUIREMENTS REQUIRING
THE CONTRACTOR TO REMOVE THE DISPOSAL FIELD AS WELL AS ALL ADJACENT CONTAMINATED
SOIL. THE CONTAMINATED SOILS AND THE CONTENTS OF THE DISPOSAL FIELD SHALL BE
HAULED TO THE LANDFILL FOR PROPER DISPOSAL. A REPRESENTATIVE OF THE SOILS
ENGINEER SHALL DETERMINE THE EXTENT OF CONTAMINATED SOIL TO BE REMOVED.
ADDITIONALLY, THE SOILS ENGINEER SHALL DETERMINE THE TYPE OF BACKFILL AND
PLACEMENT REQUIREMENT FOR THE VOID LEFT BY THE DISPOSAL FIELD REMOVAL.
3. ALL UTILITIES, BOTH UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED IN
CONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD, EXCEPT AS NOTED
IN THE SPECIAL CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE
FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION. 11.
4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN
THE LAKE SPRINGS RANCH P.U.D. SITE. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS ARE82.
WITHOUT THE PRIOR CONSENT OF THE PROPERTY OMNER INVOLVED.
5. ANY DAMAGE TO PRIVATE PROPERTY BY THE CONTRACTOR OUTSIDE THESE LIMITS WITHOUT
THE PERMISSION OF THE PRIVATE PROPERTY OWNER OR LAKE SPRINGS RANCH P.U.D. OWNER
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
6. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIRECTIONS.
7. EXISTING TOPOGRAPHY INFORMATION PROVIDED BY OTHERS.
8. ALL STREET SIGN CONSTRUCTION AND INSTALLATION SHALL CONFORM TO COLORADO
DEPARTMENT OF TRANSPORTATION MRS STANDARDS AND THE M.U.T.C.D.
I LEGEND
ALL MANHOLE RIMS, RINGS, AND VAULT COVERS SHALL BE DESIGNED FOR TRAFFIC
LOADING CONDITIONS.
CONTRACTOR TO REFER TO GARFIELD COUNTY PUBLIC WORKS MIIMIAL FOR UTILITY
DETAILS. FOR UTILITY DETAILS NOT PROVIDED IN PUBLIC WORKS MANUAL REFER TO
INCLUDED DETAIL SHEETS.
13. AN NPDES PERMIT IS REQUIRED FOR THIS PROJECT. PRIOR TO ANY GRADING PERFORMED,
THE COUNTY SHALL BE PROVIDED A COPY 00 THE APPROVED PERMIT ALONG WITH THE
STORMBATER MANAGEMENT PLAN FOR THE PROJECT.
14. ALL WATER MAIN FITTINGS AND APPURTENANCES SHALL HAVE JOINT RESTRAINT PROVIDED
IN ACCORDANCE TO THE GARFIELD COUNTY TECHNICAL SPECIFICATIONS.
1V 4"V
W W
W II V
WV -99
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WS
SS
PROPOSED EDGE OF GRAVEL
PROPOSED EDGE OF PAVEMENT
PROPOSED CULVERT
EXISTING/PROPOSED EASEMENT
PROPOSED R.O.W./LOT LINE
PROPOSED CENTERLINE
PROPOSED 6' WATER MAIN
PROPOSED 8' WATER MAIN
PROPOSED 10' WATER MAIN
PROPOSED 12' WATER MAIN
PROPOSED SEWER MAIN/MANHOLE
PROPOSED GAS/ELEC/TELE/CABLE
PROPOSED WATER SERVICE
PROPOSED SEWER SERVICE
EXISTING SEWER MAIN
IP
LE
EXISTING SEWER MANHOLE
EXISTING WATER VALVE
EXISTING TELEPHONE PEDESTAL
EXISTING TRANSFORMER
EXISTING ELECTRIC VAULT
EXISTING LIGHT POLE
EXISTING POWER POLE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE REDUCING VALVE
PROPOSED REDUCER
PROPOSED LOW POINT BLOW OFF
KEY MAP
NO. DATE REVISION BY
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PROJECT NO.
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PROPOSED CENTERLINE
PROPOSED 8• WATER MAIN
PROPOSED 8• WATER MAIN
PROPOSED 10• WATER MAIN
PROPOSED 12• WATER MAIN
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PROPOSED SEWER SERVICE
EXISTING SEWER MAIN
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EXISTING TELEPHONE PEDESTAL
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EXISTING LIGHT POLE
EXISTING PAYER POLE
PROPOSED WATER VALVE
PROPOSED FIRE HYDRANT
PROPOSED PRESSURE REDUCING VALVE
PROPOSED REDUCER
PROPOSED LOW POINT BLOW OFF
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GRAPHIC SCALE
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( IN FEET)
1 10oN - 60 t1.
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STA: 203+27.96
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