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UNDERGROUND
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N 79°33'06" E - 46.81' PROPERTY LINE
ASPHALT PAVEMENT T
CONCRETE PAVEMENT U
BIORETENTION
LANDSCAPE
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J I I I I I I \ I /�� I s� I 1/ I NOTES:
°° I I I I I \ LIMIT \ I o I I I I I
( m 1. SCHOOL OCCUPIED AREA FROM AUGUST 30, 2020 UNTIL JUNE 30,
I DRANT ' 2021. CONTRACTOR TO COMPLETE ALL WORK BETWEEN JUNE
W 30, 2020 AND AUGUST 30, 2020 WITHIN PARKING LOT
I = = o h h o / EXISTING CASCADE ,7
^ ' / / I / / 2. CONTRACTOR OCCUPIED FROM AUGUST 30, 2020 UNTIL END OF
o I I I I \ o o z I \ m W u R- �; ELEMENTARY SCHOOL / I \\ ' I I CONSTRUCTION
I \
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I w 3 LF 8" DI L52 I <i000 / 3. CITY ORDINANCE REQUIRES THAT ALL FIRE HYDRANTS AND
nuns I n
z z z z I o I I W 4 �� ? z W ` LIMIT / °� / ' \ I I ASSOCIATED WATER MAINS ARE REQUIRED TO BE INSTALLED
U h,0000 j. LIMIT uk I
1 /S AND IN SERVICE PRIOR TO COMBUSTIBLE CONSTRUCTION.
/ I ❑ I I I LIMIT �I = Lim
UM�c� l 1► iM�T\ / //MST I I \
" `� \ l CONNECT TO EX a
WATER MAIN / �' o 0000
<V CD C \
�,
\. —IW (CUT IN COFLxMJTION) off/ L/MITFIRE HYDRANTL�
Z CONNECT TO EX GAS M N SD I — ' — — — — — — — — L — — — — — ) / CONNECT TO EX PROPOSED LOT � SEE DETAIL / / / I MiT CONNECT TO EXISTING SSMH I
CONTRACTORIDEVELOPER J I — ( VALVE (MJ) /� o / ,,
TO CONTACT OWNER OF c� I I ECT TO EX WATER MAIN • aD WATER MAIN. LINE PER SHORT \ 30 LF 8" DI CL52 (RJ) / // I ° , IE = 445.00
THE HIGH PRESSURE I I I (CUT IN CONNECTION) 3 WATER METER MAINTAIN EXISTING PLAT PROCESS / / I I
NATURAL GAS I (1) 8 TEE FLxMJ / 6"ISSCO 59 LF 6 PVC @ 5.6/°
• —SIZE DETAI 5 9 LF 3" DICL52 GATE VALVE (1) 8" 90° BEND RJ (1) 8 x8 TEE (MJxFL) / °
SS I I I ( ) ( ) / / RIM TO GRADE (1) 8 45 BEND (MJ) \ I
C410 1 8" GATE VALVE M = L�
TRANSMISSION PIPELINES I (1) 8" GATE VALVE (FLxMJ) \ • _ \ (1) 8"x4"TEE (MJxFJ) O ( JxFL / / IE=448.32 WITHRUST BLOCKIN�
O OPERATED BY WILLIAMS CD I W/ THRUST BLOCKING (1) 3" 90' BEND 3 L I CL52 w /x \ 4" GATE VALVE (FLxRJ) FDC W/ THRUST BLOCKING
NORTHWEST PIPELINE I I THRUST BLOCKING _ _ 1 22.5° BEND W/
—-�-- — -- -- ---- -- -- --I
U — _ _ _ _ _THRUST BLOCKING ` I
BEFORE ANY GROUND GAS � GA S GAS GA /
DISTURBANCE WITHIN G I I GAS / / �� L 86LF8"pl CL52 _ — I (1) 8"45° BEND (MJ) I
50OFTOFPIPELINE I I I I _ �_ I G 1.4 2 — — — — -- L— ---------------- l�
- _ � 37 LF 8 DI CL52 76 LF 8" DI CL52 W/THRUST BLOCKING
1 A$ _ 47 LF 8" DI CL52 9 LF 8" DI CL52 I
2" HDPE GRAVITY DRA A$ 960 _ —------- �— — —4 11 LF8"DICL52 I I I
PIPE TO CATCH BASIN ° ° LF CL52 _ — — — — — —4 ( J) — — — — 30 LF 8" DI CL52 (RJ) /
U ;
CONNECT RELOCATED / J \ FROM WATER VALUT °, oo ° GAS 13 F " DI CL5 R ® l
SPEED CAMERA TO I k
SO \ \ o ° ° ° / I \ G 4" DCVA AND VAULT --FTG ---- FTG=-= -F -
EXISTING CONDUITS / �_ n \ AS -
^ W/ SUMP PUMP F G----FTG----FTG-- TG-- -F- - 1 I \
(1) 8" 45° BEND (MJ) 1
GAS ������� �� I / W/THRUST BLOCKIN
o 0 1 0 �. 4 . �. 0 \ \ / u _ - - GAS-- --- -- \ / 64 LF 6" PVC @ %
c cSI Ld IN IN
- = -- ---- - -- - =- ---- --- --FT / I
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— —\— — — — ��L11� — — — — — � -- - \` 2" HDPE GRAVITY DRAIN / / ...::::.......... ......:.-: I
II ` ` ` V ` PIPE TO CATCH BASIN
w k' � CONTRACTOR SHALL TRENCH AND
I I I \ SEE NOT 1 SEE THRUST BLOCKING / FROM WATER VALUT /
BACKFILL FOR PSE PIPE. PSE TO INSTALL33 LF 8 DI CL52
I I I \ PROPOSED STORM
o I I 0 ( \ I 4" FIRE SERVICE 6 S NITARY SEWER �, \
1 W � GAS SERVICE PIPE. COORDINATE WI PSE GAS METER � I
m I I ? �\ 2 I ° SEE MEP PLANS FOR SEE MEP PLANS FOR 2� I SYSTEM SEE
I I \ FOR APPROVED ROUTING, CONSTRUCTION I I #
�IHHHI SHEET C200
J \ SEQUENCING AND TIMI G (1) 8" 90° BEND (MJ) CONTINUATION CONTINUATION HH HH I I r I
1 � \ � � \ � I E = 451.50 i 648, i
1 I ( I \ \ \ I G WI THRUST BLOCKING 14 I �' ) IHHHHHHHI I
/ -- �2 I 3" WATER SERVICE I 1 I
cn I I \ \ I ( 1 I SEE MEP PLANS FOR (1) 8" 45° BEND (MJ) I I I HHHHHH HH�
MO I I I \ \ I I ( \ \ \ I CONTINUATION W/ HRUST BLOCKING I I \ I I I
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FOR WATER MAIN SHUT DOWN N W I N 89°1036" W 810.34' , \ 1, o w I Q ♦
o I I 1-1/2" STUB OUT SEE I I \ o° wo
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LANDSCAPE PLANS FOR I 1 (1) 8"x8" TEE (MJxFL) o \ N I o N (1) 8" 45° BEND NJ) I \\ `V / W
CONTINUATION \ (1) 8" GATE VALVE (MJxFL) \ \ N I I W/THRUST BLOCKING \ / %�
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II I I I I I I I I I I
R-4 110 5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS z
DEVELOPMENT ENGINEERING
MSippo 07/08/2020
v�7;rL 0A/so
Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)
1r•1
REVISION
SURVEYED:
EJ G
DESIGNED:
CPS
DRAWN:
GCL
CHECKED:
AJ F
BY DATE AP P R APPROVED: AJ F
SCALE:
SCALE
ONE INCH
AT FULL SCALE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
O
U
cc
AVX• CITY OF
V'RI
V420V RENTON
Planning/Building/Public Works Dept.
FAMILY FIRST
COMMUNITY CENTER
CIVIL CONSTRUCTION PERMIT
APPROVED SODS CREEK
WATER AND SEWER PLAN
DATE:
6/3/2020
L.L
J
Q
L.L
FIELDBOOK:
PAGE:
DRAWING N0:
C400
SHEET: 25 OF:
40