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1 " TEE MJ i T I O DINATE RELOCATION F EXISTING �.
(1) PLUG L_ i AS S CE WITH PUGET O IND
- o T}YCONIC THRUST BLOCKS ' ENERGY (PS L BE
COMPLETED BY PSE AT T EXPENSE OF
r' 12" MIN. VERTICAL THE CONTRACTOR. C T CTOR SHALL
CLEARANCE. BE RESPONSIBLE F ALL OSTS
OCATE G S SERVICE.
I TRENCHING, BE�DING AND -KFILL FOR
` N 169495.97 I(12" MIN. VERTICAL
! THE GAS L
CLEARANCE. S
E 1302 1 39 +75 . _ ' Q 41'00 C4 CONTRAQTOR.� -� \ 42 +n0
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m r '� - _ CLASSROOM PORTABLE c
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11 I _
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_CONNECT TO BUILDING
FIRE PROTECTION SYSTEM
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WITHOUT STAN PIPE I STALLATION P CITY
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NOTE: DOUBLE CHECK DETECTOR
ASSEMBLY SHALL MEET ALL CITY OF
STA 41 +77. 4,34.31'R
(1) 8" GATE LVE (M WITH IND TOR P ST,
RENTON REQUIREMENTS, INCLUDING
PER CITY OF ENT STANDARD PL 0.4
BUT NOT L•1MITED TO STANDARD
PLAN 36a-A
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Know what's below.
Call before you dig.
NOTES
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1. W EXCEEDING 5H-1V
�; ATER LINES ON ILLSIDE SHAL
H L BE REST
RAINED JOINT
/ SAND
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IRRIG `f`IO Y
A N TEM CO NECTI
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I PROVIDE THRUST BLOCKS AT ALL FITTINGS.
SEE SHEETS L2.1 ; a f O(� DE
T; LS f I
g ®I �ry] I ppqqI ® �� , i pp4I �• qI ! I t!® ! ' I 2. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY
7 - ! , I > I ; , i ( %� ` I FORCES. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5
Ii TRENCH PLUG 1 FOR BEFORE & AFTER CONNECTION DETAILS.
1,14 la ; , 1 (4 TOTAL) TYP. C6 9
I 3. POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD
DETAIL 300.6.
_ �' •1 1,1,',�•`,;,!�•1,' I j III! I �
C,,,.•t �. I I
! ; 15 01Q' 1 ASEMENT I N 16 �8 0 54: C
x• ,I,., ; ' FIRE SPRINKLER NOTE
-P
1, 4. +
8 +2':. WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE
79L 1 "lDJP I ! PIN: i ! ,'.: ( ( SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND
I :�. - - APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION.
STA:
(1)10 ^ 61,,T-(MJ�!'' +I; FIRE PROTECTION NOTES
r (1) 6 .GATE V i�E {FLz (1
- - CO o- ! STA "42t97t88 0.00' THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING AND
E4, .. �T BLOC I I
(1 1b" EEI FL, CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE
3) 10" GATE VALVE (FLxMJ) PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE
x' A'42+10 .68k- 8�58; RT ; I I { ' �� ;; 1( �1) CONC THRUST BLOCK PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE
O I(1) FIRE HYDRT ASSF�MBLY+ 1 I o l 1 ! I f , PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION
AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE
xii 1
2, HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID
EES SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S
._�EEf C3 1( i' + 1 + ( \ j -
DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE
1 I ; I ' I i i j `! 1 j ' 'I EI ; + ( 1 i -• I PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY'NFPA 13', ITS
i I ! ' ! - I ; ; , ; , : I • i „ ; 1 '( i ; i I AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO
( f I ACQUISITION OF ALL PERMITS.
' I
STANDARD EROSION CONTROL
MEASURES ARE APPLICABLE.
GENERAL NOTE
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1. SEE SHEETS C6.3 -C6.4 FOR STANDARD WATER NOTES AND DETAILS.
2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION
FOR INSTALLATION OF NEW WATERMAIN.
e 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C6 -4 AND 4
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A: 43:10:1-''-_ 24 L I j \ 4. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER
I f :�..,'` �"• - 1) 1011 „TEE (Ji(PL
THAN 3H:1V PER DETAIL 1 HYDROSEED AFTER EROSION CONTROL
BLANKET PLACEMENT. C6.9
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PROFILE
D .37 1501 SCALE: HORIZONTAL= 1 " =20'
VERTICAL = 1 " =5'
-- AGENCY REV
SURYEYM
CITY OF RENTON PERMIT SUBMITTAL COMMENTS ACB 3/11/14 WJF DCROWiX
4 ADDENDUM NO. 4 ACB 1/28/14 WJF A BRAUN
ADDENDUM NO. 3 ACB 1/24/14 WJF DRA"t F. KATONA
1 ADDENDUM NO. 1 ACB 1 17 14 WJF a
W. FIERST
NO. REVISION BY DATE APPR APPR ,
S. COMFORT
ff
40
5. RESTRAINT JOINTS SHALL BE USED FOR ALL WATER PIPING INSTALLED AT SLOPES
STEEPER THAN 5H:1V.
G UJ1t�iL 6. TRENCHING, BEDDING, AND BACKFILL FOR THE GAS LINE SHALL BE INCLUDED IN
THE SITE CONTRACTOR'S BASE BID- THE GAS LINE SHALL BE INSTALLED BY PSE.
455 ,t.. 8o - fe' , 7. TRENCHING SHALL BE CONSTRUCTED PER DETAIL 4
li(1n) HUM hI P1Qf/ C6.1
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450
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64 6th `01%N klx FtS� _k 2 - 6 tt'1�a>1s5T16\3 COUPt�ll�s
445 6 iX' tr INC�%jSi 1� �o11S� C G.I. ro P)S)
80 FtTitofi I(� ilJcn; 17.I PiP�
440
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435 III C
APPROXIMATE DEPTH OF EXISTING GA 16r UIkCt� J+
AND STORM DRAINAGE LINE (SIZE v rN
UNKNOWN). CONTRACTOR SHALL GRAPHIC SCALE
POTHOLE GAS AND STORM DRAINAGE���
LINE PRIOR TO CONSTRUCTION. I 0 10 20 40 FEET
430 PROVIDE ADDITIONAL BENDS AS l ��
NECESSARY TO AVOID GAS AND STORM
DRAINAGE LINE IF CONFLICTS OCCUR. + 1' - -z2Q FEET
R EG, F(.ai'" t.=( w ,' -I halal: 1 iOil' •, /> t"w Ill1kCN •Tl
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43 +00 43 +25
Checked for Compliance to City Standards P 8 2soto�
ONALG I f
NOME 111 T A C O M A • SEATTLE • SPOKANE • TRI- CITIES
K ERATM a gs tDUACIT 9vu L1 NYXTE BE
PROTSZPIX SM AID 9W3.W_ PLHLIIIN ff
DIS =161 DOS WT "MATE fi01 PSOrS
i E W RE-SUBMITTAL �°� WaM H M ` TU 15 North 30th Street, Suite 300 Tacoma, WA 98403
A`0 IS WT 1D BE USED RR REPHt XWM tR 253.383 -2422 TEL 253.3832572 FAX WWW-ahbl.cm WEB
. - ADUT471 W THAT PWIM O7 FM AIRY 01 E0 RaM
SCALE: -
VEIMAU' NAVD 1988 �t l I.IARCH 2014
AS NOTED NAD 19a/t°9t CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY
..0 SITE IMPROVEMENTS `ULDSO `°
_
RENTON PAGE
DATUM RENTON SCHOOL DISTRICT CRAWNG „Q
AT S�uE Plannin Buildin Public Works Dept.
�WT�ED 9/ 9� WATER AND GAS PLAN AND PROFILE - WEST C3'
SCALE ACfARDI}x,LY _ SHEET: CF.
14 35
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