HomeMy WebLinkAboutWWP2700042.11 CNJC. I3 LOCK TO bt- PLACED
AGAIk(lT '1l,il}I :T"QDEO GRC'UN O-
ff U, OCZ - 0008Lf 5 rZF►P
- --- --�_ !, PIPE 3.400Lf 1V17i•I ArLf97-
2" 0Ve-F--USE T/-;RPED
TEE7-� � ,,-/ MA,,� _-- -.. ,
1
WATER MAIN 6LOCKI>46 f �,
Alt) SCALe C p.£L-
_ - 3✓ . S '1
3 3�r
NI��PLAM
/. IN.
COA/A/C TO f></ST/N6
31l6.5 1
e +-
8
SeEf;oeA, P.H. C.O .eL.t• G
PLAw',
/ C.O. EL. •%329. S
OLYMPIC FO1JA Oky �J ' 92 g• S-�
:T �'S6.6 %TkCET r�IN % c o. vS
/ BZ
r• •b s. ! , �+ C.O. EL .
1 •• I C O.EL �•� I P.H. 329.5
F►--24, �1 _ c f C.O. E L.
lJ IV I V.V \
� ,i`dry, ------
I"' e UNDER - CtJ2f3 STOP I � ---
Z" E 0VIE om i E VA ✓E
t- _ _ _I_ L �' -STE P 5 - 1" 4) GA L V
WATER �i -- -__ _: _-- 1 _-- _ y �mAl/�I STEEL TURNED UP
2" ON END.
II
I �• i TOP
,4A/CO) 51D� STEEL 1J2"�
/2" G.C. EACH \VAY, 2" CLEAN
``� _ _- ^a - i °_- - • _ -•� -� 6RA1'EL oOTrOM- rz - CONCRETE 2500 AMIX
i ` I
EXTEAl51ON PLAN - - --- • ' I� o,,>✓° LO 1
SE NIC E OR ' Z °"•I 4 41- 0" - - e .1 40
W)LVE 13OX - - - _
SE cTloJv
CUKPS STOP M/I.o7' ALA T f R ME 7 ER VAULT --_
ZCAL E'. /'-O`
11 � ,1 ♦ _ '�E'QOVT
ELEVATION / i `�� sr°�M ` Q i //
TYPICAL WATER /4e-- / --
��i 'ep SERVICE CONNECTION fx/��I IMJ�/4/3
ST/MG 9' �I%AT I,4C
MO LC f-lL 8" stwe2 / ER L /ST
� / I P. N . �� � - t _ Sf� v/ce Ti. _/7titc c �R_ /•/- /7Soo--
2
M. g . °f 20
JEnKVICg--CONwFc Tloly _ To /"%)III(
/ EX/S//NG j \ A/O SCAL E
-)-oQNr
f d I I'•� - C - I �'4 b P. H . 32 4. 5 -- a `\ � / SE \VIE 2 Y S f - /0 , \\
f C \ CONVECT TO �
= Mn/c FA DRY
OLY
i •.� ° OLYr CATCN ( / EXJ3T/A/G SE\Vfk i0 �.
cv BASIN TeAn fff , c.o, '1� \ I ri.N-6 n.N. T
•� ` 8 \ • Cc"WECT TO I R N.
FLOW .14.
• tr► \ I•. „�/- , �,, \ l E](ISTp�K c.o. '9
L uvoff I M.N.o2 , F� l , WATER /$4W ' , I X'� \ (�
•. 3"�` .i. V .'. \� 327.E \ 4 ELI -1 C.O.
O-3 ` 1
• ` �' tt 7 I� PJ ` C 0. I EXISTING
• I u- 1�"/ ` a" SEWEQ I in
L
S- P H-
r
\ 32 7. 1 p
I. -- --- 4' 3' -.•I '
C.O. C.O. f L.
PN 326_S
E L EVAT I Ok �. �•
�TQfET GUTTER CA 76 5A-5 AJ f I _; \\ / EL. 324.1 �COA/A/E T
� .• 1. 0., 1'• '„ S P N . TO CA/5 wc, I
C.O. c l - (s � 3
� Sf \VER
CONCRETE PLUG flNl$NED GROUi�Ip j \ f II DEL 3305 nH
f-3
I
.�� % P.H. 329 S-
B E NI D P N
DtND�
LEMJOU T -EXTE IU.51CGly i u bKHut
NO SCALE
3 TEPs - i''M [IQLY. STEEL. \ \
1 o
• ,�' \ - CHANNEL
JOIUT
C .O- -'
C.O. EL -
322.5
C.O.£L.
322. S -
OLYMPIC FOUNDRY 15-e22
RlNb r< COVEk s
R• �i
PE-fCA3T CONCRETE• tf
.1 VAL L 5
MA.)7'f R
5 ( ,
C.O. ce .
96-0
Z
n.Ja.
� , C.U. EL "
a2e.s � � It ��• ,
'
b PH. CONNECT \
\� t� \ � 4-MA37
£L.32S t' ` 7G EX/3 6
mI \ C 2 SC%Vfe WArf/t
/ L
fL•
330, P.H.
P. N . �• \
M.H. 3 \',
a f. k.
s / `
(IE-4 ```.. 9 M.H. "1- 8• 1''!N."5
F
-�.� 5T/AlG
.�� l i•l 1 1'r.�1 \. a wee
C.o. CL
M�,
GAL`WI IZC D 8„ P H J I
- 54- 5 FAC E QF - - - -- 12 ,p C.O. E L . ./ \ I S T I G \
WALL }- -
V M. H.b 17 324. 5 -j
° SPEC IAL " Y •, y._
• MANHOLE STEP TA \ '' N c.o. fL. �27 5 \ s
• _ 0 DE IL
SCAL F 1 Tit • I -�-
325. S
E $F SE►ICN d MANHOLE CON5TRUCTIOAI
614 �-� TO BE SAME A5 DROP
F "RB FT. •��. .:° I/4 0 52CAAL TOP OUT � I - -- - -
• BErvO MAAIHOLE. ' Iz'
VITRIFIED CLAY LINE- 02 \`ro"sE\vEQ S
•�. +'•. ;o�' b, •i • >a .,� ♦-+z�_ ;. � •• d >I1 I CHANNEL IIJ COIJC. DE QC"
-
. ,
6'} O° Imo_,- 8w
TYPICAL SEWERMANHOLE
SCALE 3/84=1 0
L_ Ww P - Z}•- OOg2
SToe, I SEIVEe - COAT
AIECT TO EXIST/A/G
V
I
e►<
A C.O. C L . C• O. f L . ' �f�• /
C. O3D
3.
"�M. N o 14
, E 9
A
33S.SL
\ v
MANHOLE 504EDULE
Alo.
- ujo
IuV- EL.
Cove EL.
t
Aiew SA/v/TA2Y
323.75
331.0
2-
AlEW SAJJITARY
3/9.25
3Z6.5
3
N -E \v SAA!l TApeY
3/ 6• I Z
3 2 S_ O
4-
iff%V LAAJITA2Y
314.67
327.0
5
/k1Y SAA/. DROP M. H.
313.5 4.327 S
332.5
(o
Nfw 5AN/TA1ZY
330.5
334.5
7
EXIST/A/G SAN/TAR-y
3/8.41.
335.7.5
8
EX/3TING $AAIITAQY
3 /(o, 8
334.25
9
fx/s7-/AIG SAAI/TARY
3/4.0
* 332.5
10
Ex/sTIll/G SA.AJITAJZY
3)2. 2 5
330.0
I /
ExJsTING LAA1I7-AkY
30.5
331.0
12
I1IEW -&'+N. Cl/zoJo MJ4.
320.0
335.5
13
EX/57-Jl11G :wNITAQY
32 /.0
3.35.5
/4
AIEw $/9N/Tfa/ZY
334,0
342.5
15
Ex/3T1NG STokm
327.77
* 334.0
I to
AJe w STOIQM
323.07
329.07
/7
EXI5TIAIG �Toffl,-7
3/ Z .0
3/4.0
/8
EXIS7'JA/6 3AN/TAJLY
312 75
* 330.0
19
EXISTING STOk/" l
328.5
335.75'
20 1
fX/STING STOF-NI 1
329.5 1
335-5
* kA)5E COV£R TO NE\V GkADE3
PLAN
_4 - FIFE I
'14"PIPE DRAIN TO GRAVEL.
GRAVEL TO 8E Ioff
DEEP AND TO COMTAIM
�33�:s L / CU. FT.
/ J
A, ,t- ,p- ✓IAT/OA/S
C C. - LrAircr- TO CENTER-
C.I. CAST /RQOAj
M/N /•'J//VJMUP'/
GALV.- GALVANIZED
NO. BY I DATE I REVISION
C.O-LL.' CLEAR/ -OUT ELEvIA710N
f.N. F/RE 4YDQAAIT
/"7•K. /7ANNOLE
P. N . • P0-5 T f/ YORRjgAJ -S
C-8. •CATCH 6,q3/A/5
ELEV/A I IVN FIRE HYDRANTS
NO SCALE
O
BRANCH PIPE SIZ E
(UAILESS OTHER\VISE NOTED)
U/1IT5
\VATER
5f1VEFZ
GAS
/
%"
4
!f-
6
2"
4"'
[PC JT/4Y0QAMT3
-
L f LEND
COLD WATER
STORM St WE R s s
fXJ3TING SANITARY ,�E\Vt&
/VE lY SANITARY 3t WER
NATURAL GAS G G
PROPERTY LINE -- -
EXI5TIN6-----5------
6AS L)15T. PRE 5 S 0kf - S PS I.G.
3TAT1C NATER PRESSURE - 50 P.3.1.6
MOTE
3A11/TARRY SEWEQ J'kOtl MN 07 TO MN'I/I E �,R- SEWER PRO/"l N1.N.'IS
TC M_N Y20 nJkE EicJSTJAIG .i9=L CTiiERE L/�1f5 SfIG'.-'lv' OA! :h'/G ARE Alf Af.
GA3 MA/AI MI -VI "!UM 50fey 24".
%V09TEJ2 PIMA/ MINIMUM BU2Y 30".
5+E\Vcp- MJ/LI/MUM P>UQY /a" Q 7 5u/GOING.
UTILITIES PLAN
SCALE 32
.Ir 0
DRAWN UTILITIES PLAN 50'
�! s 56-826
- TRACED •NEST MO.
CHIEF ARCHITECT �S HOUSING AUTHORITY OF THE CITY OF RENTOL
PROJECT WASH.11-1
CHECKED SUNSET TERRACE 10
__---- _ -N 1�'74 100 DWELLING UNIT DEVELOPMENT
CHAIRMAN, R.H,A - _ RENTON HIGHLANDS, R NTON WASHINGTON
DATE GEOW W. STODURD - HUGUN A ASSOCIATES
59
ARCHITECTS a ENGINEERS
GI•IKO. 1120 HARVARD AV= SEATTLE. WABNINaTON
i
r
0
oil