HomeMy WebLinkAbout7.0 Utility PlanI
! * 0 D
r
t sEE cRofS .5-.Ccry0.vS
/ / OD
/ -t 7S
+�i Pil c -TED FiL L
c cvFR/�/G
2 t SO
315-�•
-► /i S �-- t o• �
5 7 g
PAVED AREAS;
6' TKASPMALTT`:
CUT OUT
ADJUST VALYE BOX
TO GRADE AND
PLACE AFTER. PAY IMO
GROUND LINE
Z
S
UNPAVED AREAS
=T::1 -E1
WATER MAIN -\
HYDRANT SHALL BE
PLUMB IN ALL
DIRECTIONS
2" MIN.
6" MAX .
�j
GATE VANE
• .
BASE COURSE
ASPHALTIC ?AVM
' SQUARE NUT
GA TE VAL//E
"9 vim' e 0A/
L7E7,4 L
COVER ROCK WITR
APPROVED FILTER
BLANKET OR 8 MIL
POLY ETHYLENECSHEET
VA
IORILL TOPLACINGKF
W/V7 v- (V ' W ref Vf -
CONCRETE
THRUST
BLOCK
EYR H YZ3R4/ �
OE- T,Q /L
0.25 CU. YD.
C 3/4"- 3/8��)
WELL GRADED
CRORUSHE D
CK
SUPPORT BLOCK ( IF NEEDED )
58/
S800
S 780
�8
2,5
s8/
S g
I CU. YD. (3/4"• 3/8" ) WL GRADED
CRUSHED ROCK
UNDISTURBED GROUND
c'.
ti
\:
•
I
i
I
o t 00
2
UE
M
V
0
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r
1
of
d
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s / 1rE
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WArE17
L
-\-
/roo
kt/ 9 TEFF /%4/9//v
E' SER!//cE
c o4//vEcrioNs
COR POPORAT I ON STOP VALVE
WATER HAIN
cROss sE c770Ns
S2too
i
i
040
RoAO
New Ro/►D ,
/t So
1 0.4
4R DR
jr Oo
STA. (-) /74- 00
R0AO
NE w
C/Cc/T-VAFt_ ) Ti9 NA No. 2
/PR 0F/t4 E' CR a SS -5-Z-C pN
Sc,9LL S
//oR. / = So
/ " - io
GR/DS
/V4 >Z7- /-?// ,va tee 2,e)er and cdc,/,/fes
fa be /n5-7‘a/er/ pc-- su/o/o//ei`s
and County .-roec/F, cdf/ ons
r
/1%�i�YIi4,- Ir/J
2' URI BOX WITH
F001 PIECE -MUELLER
H -I (316 OR EQUAL
CUIe STOP -MUELLER
H• 5200 OR EQUAL
BRICK OR CONCRETE BLOCK
14, R T q t 4 -AID
CROSS secr70�/ s
ARt 9
NOTE . cv 9 "E/f' sTo /?,964,- 779,v /t J
26, O e O 6",91,
e.7c/r AAzLeo
TEE
. -9CA/ .
SEE NOTE f•
o/ta.00sel, i IRE
T.9NK
X 3S L
ro ,eE >w•O coM >Acrea E'
oE-/Y TA? /VK co A.1,46' y Sr'EC/ F✓!,q T/0 * S.
CROSS WItti DEAD END BRANCHES
PLUG OR LINE CAP
SEE NOTE I
DEAD END
TRENCH BOTTOM
TOP OF VERT. BEND
BEND— HORIZONTAL OR
BOTTOM OF VERTICAL
TEE WITH DEAD END ON RUI
SEE TABLE FOR AREA
OF CONC. TO BEAR
ON UNDISTURBED
EARTH
MIN. THICKNESS
EQUAL TO PIPE 0.0.
SECTION
1/2' DIA. STEEL
REINF. ANCHOR
BAR BENT OVER
G.Y.-2-REQ0.
SEE TABLE
FOR BEARING
AREA EA.SIDE
GATE VALVE
BAR SIZES
FOR
100 PSI
1
.
LESS THAN
_
N0. OF
BARS AND SIZE
60 CF
1
1/2'
90 CF
I
5/8'
133 CF
I
3/4"
200 CFI
I'
400 CF
2
I'
I
600 CF3
I'
77-/A VS T BL OC",OE TA/�
or, Tc.
�y
fi
.1/2,7;374- Z./i/¢ P(*-'-: A/o /'1?5 jl
SEAL
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ss 2 0
S8 eo
579 o
X"7-
J79 /vK „V ) No. 2
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74,4/K 4/cr /
HI
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20'
144.9 TER TANA ovER;x"low
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EX /sTi NG
bl/EL L C.9.57/1/C2
o E"T72/L
No TG SELSf/� ET .3 OF 7 ADO / Tie .vAz 0.9 79 •
NAL. /v„ / /O GPM, sub/ec 7( fo
fc/d/'f/on c2; a tripir79 sere/cc for
S'a/70/ r'emovai o•- re/ocd 74/0/7.
�vEG,L /Vo, Z /4 G.1?/vt 9vt R,9GE
/24/72,05 "-a/oeSeel- Gt. noft c s S‘,6 enee%r/.6/e Av/n%o
s,a° 2 -/2 Alf') - 4./41/ /tile . /
..117 4-/o ( - -1°1/ /W. 2
/-r/ATFR SYSTEM
R/FL E CREEK RANCH SUBDIVISION, First Fi li n q
DRAFTED BY: D.O.B. 5 /1982
CHECK BY
SOLAR COUNTRY
PO.B)x 163 Silt, Colo' 86152
SHEET L-2 OF 2
SCALE
AS NOTED
FOR
KAY ROBINSON
Job No 181582