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STREETS &STORM DRAIN
GREEN RIVER VILLAGE 'DIVNo 6
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WATER%%iN TO HAVE 4Z" MIN. COVEK)
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6"EDDY'-GATE VALVE. (FL. x M.J.
AWWA ZOOW 1972 1"TAPPED JUST NORTH 6" EDDY QATE VALVE
OF 6"`T THAN )/ 2" EACH (FL. x M.J.) AWWA ell.
OF FIRE: HYDRANT. 200 w 197Z xw
+`PVC - INSTALLED to
9Y., PVGET-. POWf R - -.F2+45 TAPPED I
L+08 TAPPED 1 2-+37 TAPPED I TAPPED 111
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UR13 VARIATION
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'i;') '. PROPOSED GRADE
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EDDY'GATE VALVES
(FL. x M _J) AWWA_ 20OW(3-P-2-
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DATE
PLAN B PROHLE JOB NO. 17�209(1, K
11' If Ao RAIRV4 R E V I S 1 0 N S
DESIGNED GS
eAW1sV-U '50-wi'rft-4V
•
SANITARY SEWER WATER SYSTEM
:3 2yy� W 11�"o 1r4w -DRAWN L, R C
1:j 0 Z
0 Jrj
LOMP.
7
GREEN RIVER VILLAGE, DIV No. 6
-3 -5
CNECKED (7, k US
Z E, WN
DATE* FEB 1973
APj vE D
SHEET NG
CONSULTING ENGINEERS PLANNERS
LAU
EM -6v a r &.ig 0. SPARK S, NEVADA - SEAT ILE, WASHINGTON • LAS VEGAS, NEVADA 3.- SHM
711 0 7w;2 S14 c2\
JL* I 'A kli a
13
A.
A
'll
4
.0 7
4
I E
against Undisturbed earth
c 5(11/2)
ANCHC)RS) a 9 L_0"_" I N (J' F-111' 'r IT7 N C S
Ail
A
-N7
RL'JWOFF ASS Y-
'll
4
.0 7
4
I E
against Undisturbed earth
c 5(11/2)
ANCHC)RS) a 9 L_0"_" I N (J' F-111' 'r IT7 N C S
Ail
A
-N7
RL'JWOFF ASS Y-
),j
A
%
JA
E Z.
I
mot f;*io 1l,r.9 a Cover
i1jintic Foacety 5943
-r Equal,'with itility norm
cost on the 61
.as,.:'
I +07 ra W dove
ace, ist).1t4r.1 rVocol'.
Type unit R (Std. Plan 56)
A; -*A Sid. 61m.41
-IT
C5*d Sac 6S-2.ovi-
;**cast wc,-r.016 bliss
Sect >
15td. Sec 63-Z.09A)
C4
-2
Metal From* 6 Cover
Top Unit
0 a 1-:je unit 's,
in Wit
k
STORK'DRA[U MANKOILE TYPUIX' GAIReW BASIN
NO SCALE '„110*.SCALE
24�tlipetlta" Ring a Power
(11)tyrnp4c Foundry 5943
or Equal) with ut.i6ly noonti
IL toot W IM fit
Plostar onside facing
*to liff"t 1/2" thick
-i 4:5na 24" IT 48
boom
8 2 29'
t
Cost GjrbA: 4m"iifoop.) Type'A' Aspt.cjt;c t_or-c. —Cit!ss '8'
2%
fi: 4
2'V2" 'too CDwslk 5/6 mims ru1,601416 Rack
6 1,?. be" Cow &* 2 V2 Ir-Inus L,rvsriltd Rock
Wolof -,4_0
Santaff Sewer on North 8 Eost on,: ej Sjolrods, (310.ei
S.Oulb & West y slid* of Street 6,!Se " -J-,3 8% -al be reokilfad
Side Of Street 5• M t n 3' Cover o*nairq So4l Ccndf! ,or-si
Storm Drain on
North a East
Side of Street
7 'R.
to TYP STREET SECTION
I A No Scale
A
TYPE -,A
CURB -a GUTTER -DETAIL
NO i5cr
M3
caloodki'm CS • Catch Sall" Girale—
-1
it
Reber 7
Curb Gutter Guitar Line
..A
X�
Catch Basin 4,
-.1
I
Sarre
C , I
4
4
:a. U. 1 or
.
.. .
A'.
?
PIV
man
&a vav!t*t to, Coco
f.e. I W1
IL f
Re-,.ot a art.. st,99t
Oman
49"
ft
a
be 1/4" per f Dot
( ccnLro her is koot.
Channo. to be 3/4 h;o9to of
ch
ape to '.
T
3iqpe ShoulderPipe
df4m
L
3/4"pltr toot 7
114 0 T E
Compcc.tion to be accomplished Z 1ELEVATION.
%
by mechanical methods in lifts T,k
"Z Zd—NL Compoctiod gravoll support ELEVATION SECTION
Gf no more then 6 for Pipe of manhole end
•
Subject to Inspection
SANITARY SEWER- Bodding gravei as ,I-rectmd
by We Engmiter rj jC% 04
TYP TRENCH SECTION PRECAST CONCRETE MANHOLE .'.��'.7t.CUR UTTER REINFORCING QWAjLP-_,. COMMON SIDE SEWER'S
k':' SCALE At? r Act F NO SCALE 4 - No 0, cll f
Yj
M
L
4
oollow
f A
q -OR t
11 31;'
--am
k1-
Al
L 11
-4 -44 Ives,. '01
(See Note 2)
6 42"Is 010. Pot
V
sir I , , __t C."c $1.,p
'
14 .%.,*ftcd of 1/4 sow -el
.
as- 'o ;-I
%4 L " L I Ei. PY F1 C, F
.11, D U R t
STANDARD WATEk �-)LRVIU
CONNECTION
V
•4 -6.
Ott
---'I *'*A Spec'Ceelion 0
1/2' " S T
:00gly Flonite at 1,avrtd
•s so* o0istes. I - 4' Cefy Cr
A of
S
001110 Ell Stle—wo
C04,69c?"fl, 3 Ve it owy
#4
6 .60
A 419 or Dresser 500
Pd j islet ovellor -07.
5 1/4" mwt V 0 to be
9 9
1 .0. ;o1$f4iled 6% oil etlls$
W.Rd curb 'I
Coacrets Curb
KC Veto* Belk Frame Dad Coo
42, WC9 P standard
T
!Gbo,#* pavementverlacle I NOTES
1. don'crate Class 5 (1 i/2) or
X! 5(314) at contractors option.
P. 10 2. Inspection required before pour.
r
or is -us j M J.
To$, CITY
C "CAUBURN DRIVEWAY, TYPE 'A'
C I 0
hub t4wb x Flames 1, NO $CALE
do
-, wm",
be
NOTE:
All sewer and water improvements shall conform to the City of Auburn
of
Specifications and to the A.P.W.A. Standard Specifications for Municipal
r
If, k-
4 ov t I C�, Works for the State of Washington, 1969 and any amendments thereto.
4'. 4 EE-U>-7
.—
Tbrist blaut
gt
NOTE 4
*ph rhea tt4 aged ON cut Or ADC-141'1, 4 R 9 V I a 1 0 N I
low 109 t4O, 1-72096 K
GATE 'STANDARD 'DETAILS
IGN
umil. K- ...
- I—— .
4 4 V-Pav z
-2174 DRAwN DRC
FIRE HYDRANT, ASSEMBLYATYP) 2- III-S 5allr
I 11A C(OP.
40 SCA"
$ 7 GREEN RIVER, VILL AqE M, No. 6
G S RM, I
CH
PORTION OF 9EC1 10N 70 -12 IN, R 5 W, W.40
jq�. VATE FEB- W3
C 11-i of AUBUX0�,� WASHIN14
APPWNW 1HEET N
CONSULTING ENGINEERS PLANNERS O,
-5EATUE, WASHINGTON - EAS VEGAS, NEVADA SPA111KS, NEVADA OF
0
7Y D 7-Z I
lid� Noil to 4k, �Aa