HomeMy WebLinkAboutTED4001425.3REV1510M5- ADDED eIJTR. 5-13-571515
4
DELETED EXTEf1510H1-, r,DDEC, 1cJUTER SERV ICE 7 Q?')Lt �PPW WIER
VAULT rEj'ETgIL, 70TE�, f SPRINKLER LIMES , MOVE 0:06R-5 &-21-tR LEL
FOY 1MDIC
5 `0 ll x 91_ O 11
MULT 5
C-9 .
10 LF OF IDS
IJQTER M IQII
WATER SERVICE TABLE
LF
METER &
STREET
BUILDING
$LDGi#
SERVICE
PSI
F . U . / BLDG
SERVICE
SIZE
SUPPLY I Z E
1
26o
51—� 6
64C)
2
—1 /
2
260
55-40
640
2
2-1/2
3
240
57-42
64! i
2
—1 /.r._'
4
240
59-44
6AJ
2-1/2
5
240
621-46
64Ci
6
_7!>0
63-48
At
2
7
280
67-52
640
2
i'-1/:?
8
ISO
69-54
&140
CABANA
40
31/4
_,/4
REC. BLDG
70
54-50
4
HYDRAULIC
GRADIENT = 196
2" DISK
METER-
150 6PM
CAPACITY
PSI = (H.G. EL —
FF)/2.=1
EXISTIMC UTILITY VAULTS
�
MEW Z%" bUILDIMC 3Q �'/
5ERVICE LIME+
MEW ECC
(` /
MM Z" IJATER WTER,
Comma To rxronm
5TU E5
�8
EXI5TIN� EDGE
OF PQV[ME.MT
I. 8w x La" TAPPIMG TEE
IJ/ COMC. DLKC
EXI5TIMC 611 VALVE
MOTE: 6" 5. SVC. Lf 5HOWM 15 MEW ft C
TO EMTIM1 55 5TU15(TYP),5EC
n �
MOTE TO 01TRACTOMN Z
TH 15 SHEET,
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SfiiUICE con hECT1011
ell S. S.
NEW SANITARY SEWER MAIN W/LINE SIZE & MANHOLE
8" S. S.
""�� "���• EXISTING SANITARY SEWER MAIN `i/LINE SIZE a MANHOLE
S.SVC SIDE SERVICE LINE W/6" BUILDING CLEANOUT
►— MAIN LINE CLEANOUT (8")
8 NEW WATER MAIN a GATE VALVE W/LINE SIZE
1404 NEW FIRE HYDRANT ASSEMBLY, 8"x8"x6"TEE,
6"GATE VALVE AND HYDRANT
BEND W/CONCRETE BLOCKING, MECHANICAL JOINTS
(MJ)UNLESS NOTED
LINE CAP W/CONCRETE BLOCKING
--��+— TEE, MECHANICAL JOINTS UNLESS NOTED
-- —C4— - EXISTING WATER MAIN 8 GATE VALVE
- — — — j) EXISTING FIRE HYDRANT ASSEMBLY
S.S_� B.S. STREET SERVICE,WATER METER. NUILDI111� 5CRVICE
W.M.
q1,19-4
SPRINKLER NOTE
WATER MAIN CON'TROCTOR TO VER I F Y
WITH APCHITECT THC SIZE OF SPRINKLER
SFPV I f_'F LINE' TO EACH DIJ I I_ D I NG . FOUR INCH
Dt1C r It_E- I rm r I r'E, CL',_S ':"0, IS TO BE
U I I L. ! ZI 1). ;PR I NI LUR I NSTALLER MAY RCOU IRE
t_:1IcGE:� L. I N17
(a(,,;T- I card Or FNTRY POINT INTO EACH
PUIt_DINr., '',HOWN SCHEMATICALLY. VERIFY
Ll"CATIUN OF :'r•I•AN►.LER' VALVING PRIOR TO
TO BUILDING.
RqW14#25m
NOTES TO CONTRACTOR
1. CONIKACII-OI: TO BE RESPONSIBLE. FOR OBTAINING A
COP1 CIE' THC LATEST CITY OF RENTON STANDARD
DETAILS.
2. CONTRACTOR TO FIELD VERIFY LOCATIONS AND INVERTS
OF 6" STUBS FOR ENTIRE PROJECT PRIOR TO
INS1 ALLATION OF ANY SANITARY SEWER. NOTIFY
ARCHITECT AND/OR ENGINEER OF ANY DISCREPANCIES
OR CONFLICTS (6" PVC SANITARY SEWER SIDE SERVICE
LINE LENGTHS, SLOPES, AND INVERTS SHOWN ARE ± ).
3. SEE wATLR NOTES, SHEET C-7 , FOR INFORMATION
CONCERNING THE PURCHASE AND INSTALLATION OF
WATER ,METERS.
4. ANY HYDRANTS WHICH ARE TO BE RELOCATED SHALL BE
REBUILT, OR REPLACED WITH NEW HYDRANTS, AS
NECESSARY. ALL AORK TO BE DONE IN ACCORDANCE
WITH CITY OF kENTON STANDARDS AND SPECIFICATIONS.
S. CONTRACTOR TO PROVIDE AS-BUILTS OF HYDRANTS AND
NEW INSTALLATIONS UPON COMPLETION.
6. OWNER TO PROVIDE AN AS -BUILT DRAWING OF WATER
SYSTEM UPON COMPLETION. EASEMENT TO BE VERIFIED
FOR ACCURACY PRIOR TO RECORDING BY CITY.
7. WATER SYSTEM AS BUILT WILL REFLECT NEW STATIONING
THROUGH ENTIRE EASEMENT AREA. AS -BUILT SHALL BE
CERTIFIED CORRECT BY ENGINEER.
C�NGINEERING `COMPANY
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PROJECT NO
67 - 07
...................................
DRAWN BY
DJ W
ISSUE DATE
4- 97 - bq
LATEST REV.
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CIVIL ENGINEERING AND
PLANNING CONSULTANTS