HomeMy WebLinkAboutS-341501N.E. 114 SEC. 25, T23N -, R.4E., W b!.
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ti before you 12 TEE - - \1, PROPOSED 12' WATER MAIN TO BE INSTALLED BY OTHERS NIC D ( �NNECT TO 13( 12' WATER IN CONJUNCTION WfTH ROADWAY & MLITIES IMPROVEMENTS( FOR. SING , ,r II uEw, 8-1-1 =or
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"i'1RTISE,BLOLtilNG CO., . SID'S ! " '1 LONGALRES PARK SUBDIVISION. MAXIMUM AVAILABLE FLOW RATE FROM NEW
STA:r g}Z3, t3.`'i 12' WATER S LIMITED TO 2,800 CJd10N5 PER MINUTE TAM NEW 12° 1 -800 -424 -5555
%i �iI' DETAIL _
v F a 19 +429 (15.0' � WA LINE IS PROJECT CAN NOT URI ) L THE 12 UNDERGROUND SERNCE (USA)
w w o (1) 12'Ki2° VERTICAL CROSS (IA�yR - t1 1YAi11MER _ _ __ Is COMPLETED AND OPERATIONAL IN THE ACCESS ROAD
—� ( WATER LINE FOR THE BOEING LONGA,CRfS PROJECT 7
� Z o PER RENTON SID DTL SEE 11 r- t 8' 1WITE 1W3la; - LL -.._ \ C X1L1A LOGTKIN OO�s SERVICE PANT OF \\. �}
ED UNTIL
_ O 2' TEMP BLOW OFF ASSEMBLY 3F�t
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SHACKLE ro CRETE DEAD eAw A 7 J co VERIFY LOC;T]& TF To CGNSTRUCnoN
_ v Oz SEA BLOCK 1+64.8 (25.0' Lt) -_ _ - " i E / � I:! ! o I • \\ ; • TEIRM DETAC
C.7 ¢ U �,. -- -- -6fc9 -� fl,.... GAS 'i GAS -�- -_— GA S'�� - - - -- \ \
z c O �' QAS5 GA- 5 "�AS � GAS GAS GAS
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19 LF 12 0! �, �' (SIR E19 +351 (09' RL) 1D
is LF 12' a Ct52 (RJ) C152 (RJ):I NL EXISTING 12° WATER
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— — —
y Y= ' t FW HYDRANT ASSEWU 1 12'x6' TEE RJ - -- - -� - - NAND VALVE
z d jr 17+0411 0 LL) 24 �1 6' GATE WWOE�(RJ) - s- _ ,E. a }Rw /sw /E— so
WJ� THRUST NLOCIO �\ _ T! AW
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C $,y STA 19 +23. (D 5 1 I I -
N 8 10 E'
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_i� BLIND FLANGE
tF- ' _;. 4 ! _ ,92 , s' ss 4.377E �(PRNA, .. _ 12'xt�' vLRIIC CROSSING
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O q - - z; 1 12' BLIND FLANGE W/ 2' TAP d: 2' PLUG
a _ .- - ._�1 _ _ l ilHffi'+t!► - ae - >•, b II €1 12' PLUG K� W/ 2- TAP & BLOW OFF
- - A I ! W TEMP BLOCKING
3- -- -- _ s° I ' - at16 tr REMOVE CLEANING "POLY-PIG'
RIM TO GRADE ,P1 PVC /
8; .r IE= 20.50 �_PRIV t
41� SS SEE MECH B PLANS =r t F 8 tIH #1- Ott - - MAi.1�Aw[:TibN DETAL
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v 'rlr RIM= 25.4± AFTER ALL TESTING, CLEANING, AND
j LET 16.03 8' IN�w DISINFECTING REMOVE TEMP BLOCKING
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IE= 15.93 N & BLOW OFFS AND CONNECT WITH 12'
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V. ! ANb�DNStrAJ�i S HF 14 EX PISTIR s O 12
SPOOL
- - y� .. - - -- . - - - AND VALVE
•� - - EE 10 EXISTING
s' I F S I DEE L Cat MAIN MJ do °
..,. � � AI 12' WATER
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®Q � I � 15.0' WATER (tYf7CAlj
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210LF 6'SS 1.91%
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M GENERATOR ti5 - I DEfAI A BEM41� E
i I I I (�) N I 5*34isol LIGHT
TRANSFORMER - , w - �'
ASPHALT PAVING
HEAVY
ASPHALT PAVING
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I I I I I CONCRETE PAYING �]
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No BUILDINGS
$ (.v -( / b - / I / GRAVEL F
$3 0 (1) Y WATER METER �` CURBING
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ROCKERY CA"X3 e(�B
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0 I R SID'S' TREE 1 1
a I SEE L'SGIPE RAND FOR C NUAl10N _ OA
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AND NWAT10N DCVA DETAI 6 \ WATER LINE —w
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os
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s s NOjf DUE TO THE CONDITIONS OF THE ITN -sn M PER GEOTECHNCAL OBSERJATIONS I I - STORM DRAINAGE LINE —s
<� : i ; (1) 2 -1/2' r TEE NELTION
T StItAINED JOINT PIPE SHOULD BE USED FOR ALL WATER LIES. RESTRAINED JOINT' PIPE r
W _ SH - - - - - -- i — I /
S1LN1 BL EOWJ. TO US PIPE 7R -FtET( (FED LOK GASKETS ARE NOT APPROVED) THE ! „� I I � i j \ �
CITY OF REMVN REWIRES THRUST BLOCKING IN ADDITION TO RJ PIPE FOR REDUNDANCY. SANfTARY SEWER LINE —ss—
1 1' TAPPED ° POWER —P -- —P—
PER (fy S
GAS LINE —GAS —
I a s Ff -2Ft0
VERIFY FINISH FLOOR(, WATER METER/VP1VE /FH ®a 0 N
w W/ ARCHI PLANS _ Iw V ! I \
/ I STORM CB /NTH ■
e a� i' SEA 19+14.5 241.0' RL) o
n o g TER P P SSCO I SANITARY SEWER MH/CO !` o •
NOTE: ALL ON-SITE WATER LINE, I$ TO BE t -� _
a 'POLY WRAPPED' PER CITY STANDARDS 2-1/2` DOMESTIC_ A - IPoY 20.E \ —
a WATER POC — 9 C0 0N' Z 0 GAS VALVE/METER RO O
t E STREET LIGHT ASSEMBLY 9 Q
6' SSCO
4 RIM TO GRADE 5 °'T, ";' ` c 4 �E}) y( ASSEIJBL y ra" COrrONwcao CONSTRUCTION LIMITS
o S IE= 21.33 2 'a P DETAIL
4 (2419' Rf) _•
SEE DETAIL
x ceS 42 LF 6' SS Checked for Compliance to City Standards
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M 0 2.00X
6' SS STUB SEE o r '` -,7 y r C- ME(21 L PLANS - �1 1 '3/ D
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_�4 v 1w �\ SEEIDETAIL 25 4' p 2 12 LF 12' DI CL52 jRJ) _ -
., W PIV - _ _ _- - -- ` I _ _.._ 50' WfTL40 BUFFER
20 _- _ LF t
T - -IIi (
- - --�— — �s -- - •�- �.....�- �..:�- ®. -..s -. �- - � BENCHMARKS
- - - - 6 LF 4 1)f �
z - - - - 1 4 90' BEND (1) (� DRIVEWAY TO TO BOEING CENTER, TOP OF MON� 790' SOUTH
W/ THRUST BLOCKING (1) 12' VERTICAL CROSS (MJzFL) (Rj 12- GATE VALVES (FLxRJ) \
PER RENTON STD DTL SEE 11 1 ',GATE VALVE (FLzRJ) 2) INTERSECTION MONUMENT OAKESBALE AVE. SW AND SW 27TH ST,
2- TEMP BLOW OFF ASSEMBLY � W/ THRBST BLOCK14G TOP OF MON = 16.16'
SHACI(IE TO CONCRETE DEAD -MAN BLOCK STA 19+14.1,,(252.5' RL) i
STA 19 +13.5 (268.2' Rt) \ % VERTICAL DATUM = NGVD 1929
C. Ao Western Washington DPC SHEET
NOTE: NOTE
Renton, We
OFF -SITE CUL -DE -SAC INFORMATION 6 cowcEPTLJ+J. AND 6 CURRENTLY OFF SITE GRADING WITHIN TRACT H' (STOIRMWATER POND) IS CONCEPTUAL COl9GMLIN POR7ERL4/N ®EEN 1� {y
o o w o UNDER DESIGN BY OTHERS. GRADING, PAVING AND UTILITY DE30 IS AND AND IS CURRENTLY UNDER DESIGN BY OTHERS. THE DESIGN IS SUBJECT ACONSULTINGSTRUCTURAL AND CAVIL ENGINEERING CORPORATION 1
SUBJECT TO CHANGE AND ACTUAL FIELD CONDITIONS MAY VARY FROM WHAT TO CHANGE AND ACTUAL FIELD CONIN IONS MAY VARY FROM WHAT IS SHOWN 413 PINE STREET - SUITE 300 C : 206/343 -0460 {�L�l r'� 1"fl \J.g 1�tjR L' Lt r.L�L\ C3.00
IS SHOWN ON THESE PLANS. ON THESE PLANS. SEATTLE, WA 90101 F. 206/343 -5691 4'6C om'
o FSlONAL CPQ O7
EXPIRES 01/23/2008' w •�� ()1
- 5 saN�el DEC aAIIXU ®
RO'L L 2 0.8 FER ® 55 3