HomeMy WebLinkAbout7.02 Utility As-builtsAug 07 09: 15: 56 2000
0
E: \Dwgs\Rifle Creek\As &jilt\ch-UTIL3.dwg
SE 1/16 COR.
SEC. 24
N
N
«5, 11.00 S
r"1
FOR DETAIL OF
STORAGE TANKS
SEE SH. 6 OF 7
(3) STORAGE TANKS
12'DIAX2O'H FOR WATER SUPPLY.
ELEV.: 5920.00
\
(2) EXISTING STORAGE TANKS
FOR IRRIGATION USE
EXIST. TANK1 1: EXIST. TANK 12:
N: 2036.9 N: 2018.29
E: -247.29 E: -221.05
ELEV: 5914.16 ELEV: 5914.48
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N
\ NN,Nss,4* •
\ Nx**\.N \
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EXISTING 6' \N � `\ \N
PVC WATER LINE �NN \NN NN NN NN N
1
RIFLE CREEK ESTATES FILING NO. 2
LOT
OPEN SPACE
N 89'22'24" E
„g, 11.00 S
r
383.05'
LOT 6
` 1
N
CAP WATER LINE
•
• •
N
T
N
(0
C.11
FIRE HYDRANT
N:1669.95
E:331.25
ELEV.: 5838.00
P1
\WS
IRR
1
IRR
.0
ABANDON WATER AND
IRRIGATION LINES
N 89'22'24" E
« Z5, 1 1.00 S
r
656.35'
LOT 7
E 1/16 COR/
SEC. 24
20' ROAD
EASEMENT
:\
CAP IRRIGATION LINE
30' WATER LINE
EASEMENT
\*.'.•••f\
\:\:
24�� O
6:29
Q
IRR
6" IRRIGATION LINE `\
4" IRRIGATION
FIRE HYDRANT
N:1254.53
E:315.79
SEE NOTE 1
VI'
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0.11 i
4S
4" CONDUIT I
UTILITY CROSSING =�_�=3NSI ... rd3•--
I I
15.00' I
1.42' t I
4
.I
\ FROST FREE HYDRANT —�
14' UTILITY�
EASEMENT
! 60.00"
1 'I ROW
a 4,
LOT 4
LOT 3
S 87°02'20"
578.54
-.JOT 2
' I
UTILITY
EASEMENT
22.00'
DRIVING
SURFACE
VALVES AND TEE JOIN
EXISTING WATER LINE
(SEE DETAIL A)
PUBLIC SERVICE
COMPANY JOINT TRENCH
FOR ELECTRICAL AND
GAS SERVICES.
EXISTING 6"
PVC WATER LINE
N 89°22'24" E
618.49'
LOT 1
1 C° rILITY EASEMENT
JOINED
IRRIGATION LINE T
EXISTING IRRIGATIC aYSTEM
RIFLE CREEK ESTATES FILING N0. 1
S 1/16 COR.
SEC. 24
— S —
Ea so
W
IRR
0 30 60 120
IRR �-O
"I''',"110 WS = 7" WATER SERVICE LINE & METER PIT
6" C-900 WATER LINE, WITH TRACER WIRE
8" C-900 WATER LINE, WITH TRACER WIRE
SCALE: 1" = 60'
LEGEND
= EIRE HYDRANT
2" IRRIGATION SERVICE WITH CURB STOP
IMA= I_I_I 1111111=11111
W
IRR
= EXISTING 6" WATER LINE
4" C-900 IRRIGATION LINE
6" IRRIGATION LINE
30' WATER EASEMENT AND
20' ROAD EASEMENT THAT
WILL BE ABANDONED
NOTES
1. IRRIGATION HYDRANT SHALL BE PAINTED ANOTHER COLOR OTHER THAN
THE PRIMARY WATER LINE FIRE HYDRANT, AND IT IS TO BE USED FOR
SEASONAL USE ONLY. IT SHALL ALSO BE MARKED WITH AN APPROPRIATE
SIGN READING: "SUMMER USE ONLY"
SE COR.
SEC. 24
VALVE
DETAIL A
N.T.S.
VALVE
"All construction conforms to specifications
submitted to and approved by Garfield County."
RECORD DRAWING
(05/02/00)
DRAWN BY:
CHECKED BY:
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0
W
Q
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0)
AS -BUILT
UTILITY PLAN
RIFLE CREEK ESTATES
FILING NO. 2
°
ASSOCIATES, IN
ATKINS AND
0. BOX 2702, 518 28 ROAD, SUITE B-105
FAX 970-245-2355
970-245-6630
SHEET
1
OF
2
6" TEE WITH 6x4 REDUCER
2„,
EXISTING 6" IRRIGATION LINE
4" IRRIGATION LINE
VALVE LEFT IN PLACE
NO BOX
-TRI" ' •. IRIT . IRR -
AIR VAC
24" X 36"
CLEANOUT
NAMEPLATE
4" DRAIN -LINE
CONNECTION
VAULT
EXISTING
TANK #1
1
2" OVERFLOW DRAINS
2" OVERFLOW DRAIN
SUPPLY
TANK #2
4" VALVE —/
8" LINE -"
2" LINE
8" VALVE
2" LINE
OVERFLOW
OVERFLOW DRAI
SUPPLY
TANK #1
8" WATER LINE
125'
NOTE: ACTUAL LOCATIO"I OF TANKS TO
BE DETERMINED IN THE FIELD
STORAGE TANKS PLAN
NOT TO SCALE
4" AUXILIARY
CONNECTION
4" VENT -LINE
CONNECTION
18" 18"
8" PIPE -LINE
CONNECTION
1 C 3/8" B.C.
16 f/16"0 HOLE -S-\
-2" OVERFLOW-LNE
CONNECTION 03
" FILL -LINE CONNECTION
THIEF -HATCH CUTOUT
4" VENT -LINE
CONNECTION
o�
PIAN
4" AUXILIARY CONNECTION
4" FILL -LINE
CONNECTION
" OVERFLOW -LINE ---
CONNECTIONS
0
WALKWAY
BRACKET
LUGS
12' DIA.
24" X 36"
CLEANOUT
NAMEPLATE 1
36"
4" DRAIN LINE
CONNECTION
STEEL RING
ELEVATION
PROPERTY LINE
PAVEMENT
SERVICE PIPE SHALL
BE TYPE "K" COPPER
FROM MAIN THROUGH
METER PIT
BACK FLOW PREVENTER
BALL VALVES
LINE
ELECTRIC VALVES
INSULATING COUPLING
REQUIRED WITH METALLIC
WATER MAINS
CORPORATION
STOP
WATER
SERVICE LINE AND MAIN
OUTSIDE METER INSTALLATION
NOT TO SCALE
8" 0 HOLE
OUTSIDE EDGE
OF TANK
DETAIL
THIEF— HATCH CUTOUT
9/16"0 BD.T HOLES
0
t
LUGS
SHELL PLATE
DETAIL
WALKWAY BRACKET LUGS
TANK FLOOR E:EV.: 5920.00
iD
8" LINE
TANK DIMENSIONS
NOT TO SCALE
0
Al
I
4"
VAULT DETAIL
NOT TO SCALE
2" LINE
" FLAPPER VALVE
WAFER SWING
CHECK VALVE DETAIL
NOT TO SCALE
FLEXIBL I SEALANT
MEETING A,\SHTO M-198
PIPE !D. + 36"
5"
SPRINGLINE
OF, PIPE
48' MIN.
FLEXIBLE SEALANT
MEETING AISHTO M-198
D
KEY <c GROUT
BARREL TO BASE
MIN. SLOPE
1" PER FT.
FORK INVERT*
THROUGH M.H.
J
c0
U
ECCENTRIC CONE
2'-3' HIGH WITH
WALL THICKNESS
OF 6" AT TOP TO
5" AT BOTTOM
MANHOLE BARREL PIPE
(AASHTO M-199)
VARIOUS LENGTHS
" MIN.
TYPE A BEDDING MATERIAL
WATER STOP
* FOR IN LINE MANHOLES THE PIPE NAY BE INSTALLED THROUGH
THE MANHOLE AND THE TOP HALF REMOVED.
STANDARD MANHOLE
CAST - IN- :'LACE BASE
NOT TO SCALE
Z
O
Q
EFE
cc
1=
W
VALVE . S o
co o
ao%
4
4" IRR VALVE ��
4
H
VALVE
VALVE
DETAIL OF T -JOIN CONNECTIONS
NOT TO SCALE
MECHANICAL OR SLIP
JOINT X FLANGED TEE
OR FLANGED TAPPING
SADDLE *
cr
wI
>
01
U'
ADJUSTABLE VALVE BOX
MUELLER CENTURIAN
200 OR APPROVED
c SUBSTITUTE.
3" MAX. FINISHED GRADE TO
1" MIN. BOTTOM OF FLANGE
- FLANGED X MECHANICAL
/ JOINT VALVE *
JOINT RESTRAINT **
6"g
MIN. OF 1/4 CU. YD. OF
WASHED GRAVEL,
1 1/2" MAX. STONE SIZE
ALL METAL PIPE, VALVES, FITTINGS & APPURTENANCES
SHALL BE WRAPPED WITH POLYETHYLENE MATERIAL
PRIOR TO BACKFILLING
* ALT. -SWIVEL TEE AND MJ VALVE
** THRUST RESTRAINT MAY BE PROVIDED EITHER BY THRUST BLOCKS
OR BY JOINT RESTRAINTS FROM THE TEE TO THE HYDRANT.
THRUST BLOCK, 1/4 CU. YD.
OF CONCRETE MIN.
HYDRANT WEEP HOLES SHALL
NOT BE COVERED WITH
CONCRETE. **
TYPICAL FIRE HYDRANT DETAIL
NOT TO SCALE
PROPERTY LINE
15'
6"
MIN.
0
12"
36"
6"
MIN.
CO
2
TYPICAL WATER & IRRIGATION
TRENCH DETAIL
NOT TO SCALE
NOTES:
1. SELECT BEDDING MATERIAL TO BE UTILIZED.
2. TRENCH DETAIL MAY VARY.
3. SEPARATION BETWEEN JACKETED PRIMARY AND COMMUNICATION CABLE SHALL BE AT LEAST 12 INCHES.
4. SPOIL PILE SHALL BE PLACED ON THE FIELD SIDE A MINIMUM OF 2 FEET FROM THE TRENCH EDGE.
5. TRENCH DEPTH SHALL BE 54 INCHES UNLESS OTHERWISE STATED OR AUTHORIZED BY THE ENGINEER.
14' UTILITY EASEMENT
Owl
Le 24" MIN.
BEDDING AS SPECIFIED BY
ELECTRIC UTILITY, USUALLY 8"
Q
0
V7
Q
DRAWN BY:
CHECKED BY:
0
0
0
0
Q
0
O
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I-
0
ce
a..
w
Q
z
AS -BUILT
UTILITY DETAILS
TYPICAL JOINT USE RECORD DRAWING
TRENCH DETAIL (05/02/00)
NOT TO SCALE
"All construction conforms to specifications
submitted to and approved by Garfield County."
RIFLE CREEK ESTATES
FILING NO. 2
U
z
ASSOCIATES,
ATKINS AND
SUITE B-105
0
03
CO
LCD
P. 0. BOX 2702,
0
iC)
oo
GRAND JUNCTION, COLORADO
FAX 970-245-2355
970-245-6630
SHEET
2
OF
2