HomeMy WebLinkAboutW-382407►'i
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WATER NO TES:
6Q APPROXIMATE LOCA77ON OF EXISTING SANITARY SEWER
iQ 3' COVER MINIMUM. (TIP.), UNLESS 07HERWISE SPECIFIED. SERVICE BASED ON AS -BUILT DRAWINGS (TYP.). SIDE
SEWERS ARE AT APPROX. 2'-5' DEPTH. CON7RAC7OR
LH
2Q
REMOVE EXISTING RRE HYDRANT.
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
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LOCA77ON AND DEP7H. LOCATE WATER MAIN PIPE JOINT A
LU
3Q
CLOSE VALVE AND REMOVE EX. VALVE BOX. (TYPICAL FOR
MIN/MUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
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ABANDONED VALVES)
BY ENGINEER. CON7RACTOR SHALL REPAIR DAMAGED
0
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.
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A4
REPLACE EXIS71NG 3/4" WATER SERVICE W17H NEW 1" WATER
In
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
-VITRIFIED CLAY: RE-SEC77ONED WI PVC PIPE SPOOL
SERVICES) CONNECT NEW METER SET7ER AND NEW
AND FLEXIBLE FERNCO COUPLINGS
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COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
RE WITH ROMAC SADDLE
-CONCRE7t.• -SECTIONED
LU
5Q
P07HOLE IN THIS LOCA77ON AHEAD OF WATER MAIN
75
INSTALLA77ON TO ESTABLISH LINE AND GRADE.
-PVC: RE -SECTIONED WITH RIGID COUPLINGS OR A
LU
ROMAC SADDLE
C)
7Q EXIS77NG WATERMA/N MUST REMAIN ACTIVE DURING
Q
CONS7RUC770N. INSTALL NEW WATER MAIN BELOW
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EXIS77NG WATER MAIN IF NECESSARY.
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419 CEDAR AVE S
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PARCEL:
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723150-0370 �
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EAVE m
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S
69LF 8" -52 DI
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-
N01'30 c
7
CRW OR
EAVE
420 CEDAR AVE S
PARCEL:
.
722140-0135
415 CEDAR AVE S
PARCEL:
723150-0375
EAVE
S
1
411 CEDAR AVE S
PARCEL:
\7223311550\-0380
O"C'
4
°CO C
D ECtl(P .
6,CW T'Y'
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EXIS77NG TELEPHONE VAULT. POTHOLE
LOCA77ON /N ADVANCE TO DETERMINE
SIZE/0RIENTA77ON OF VAULT BEFORE
INSTALLING TEE.
INSTALL:
1 - 87x6" 7EE (M✓XFL) W/ CONC. THRUST
BLOCK
1 - 6" GV (FLxMJ)
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CONC
DRIVE
1-1/4•PEI�P G(P
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LF
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CB TYPE I
RIM=134.94
IE=131.94(8"CONC E)
IE-130 24(12"CONC W)
BOT=129.34
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GAS
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o
0
0
N
45' J)
BEND
F-2
\W-1
RENTONAVES
4
SCHEDULE AND DETAILS
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STA. 21+57.4 4.81T CEDAR AVE
INSTALL: 8-
1 - 8"x6" TEE 0-1 W/ CONC.
7HRUST BLOCK
1 - BOG
01-b--1 1
32 - 8 GV V4AMJ1
225"
1 - 8" 4Y BEND (MJxM✓) W/
1 CONC. 7HRUST BLOCK
1 - 8 x6" REDUCER (M✓xM✓)
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D
339 CEDAR AVE S r D NO MONUMENT FOUND
eC.W.`A -� PARCEL: `ram CALCULATED POSITION
D \ 723150-0210 �� N:177534.7105
Rw K o z y E: 1302013.9256
LF m rc r
CS
2 C -
s'cw
�F
$ 22.5" BEND :EE
�8 " REDUP 22.46'
30'09"E � _
qs r72+00
NORTH a
KEY MAP
NO MONUMENT FOUND
CALCULATED POSITION
N: 177589J33
E 1 301177.8253
1a �W ----- 1--
/ / NOT A PF
23+00 - � N 301 0 09E4 7.54'
N
ASPH v v.
' WF- fn 3 Z)
EAVE / ATER VALVE
PROPOSED STORM DRAIN. SEE 400 CEDAR AVE S RNB 13 g cL T R waTER VA / RIM=126.82 MAILBOX
SHEET SW-13. PARCEL: /�8-14" EC RIM-136.04
IE=136.0 "GONG W) �A/ CI OF SEATTLE TW-124.82
722140-0095 TW=135.34 WATER VALVE
BOT=135.77 PI LINE ROW TER VALVE /
PROPOSED SANITARY SEWER. / SSMH R-126.68 WATER VALVE RIM=126.60
.14.8'RT
SEE SHEET S- 1. CEDAR AVE S STA. "21+301"'3, ^ 7 "'ter CEDAR AVE S RIM =137.03 RIM=136.08 TW- 4.78 / TW-124.10
PARCEL: COC-133.43 TW-135.38
INSTALL: / WATER VALVE
722140-0121 (A "CONC & W)
EAVE
414 CEDAR AVE S
PARCEL:
722140-0130
91-800-424-55
ONE -CALL RE RENCE IONY LITIES ACONTRACTORRE SHOWN OR
JWALL FIELD LOCATE ALL EXISTING
ILITIES A MINIMUM OF 72 HOURS
KnowwhaYsbelow. PRIOR TO CONSTRUCTION.
Call before you dig.
1 - FH ASSEMBLY PER STD. DETAIL 310.10 WATER VALVE RIM=136.17 5 CONNECT TO EXISTING 6" DI
TW-13
RIM=137.04 / G) 3 SEE SHEET W-20 FOR FIT77NG
TW-136.34 / SCHEDULE AND DETAILS
BENCHMARK ""W"
TOP CENTER BOLT OF FIRE HYDR,', l `VIP
AT THE EASTERLY SIDE OF S_ST
AND ''CEED�DA17 AVE S
ELEVPXON=140.77' ('O Aj
/ NO MONUMENT
POSITION UMENTFOUND �"P 16 pJ�\\rl
CALCULATEDFl / EAVE
N: 177412.2912/330 CEDAR AVE S
/ E:1302010.7145 / 0
10
/ 722140-0075
Kel
/ / /
REVISION
SURVEYED:
BRH
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG
BY DATE APPR APPROVED:
SCALE:
1 =20
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
AMERICAN SURVEYING & ENVIRONMENTAL, TLC (ASE)
CONDUCTED AN AS -BUILT SURVEY TO LOCATE ALL WATER
VALVES AND HYDRANTS. AS -BUILT DRAWING REDLINE
MARKUPS WERE MAINTAINED BY LASER UNDERGROUND &
EARTHWORKS, INC. BY THE ON -SITE CONSTRUCTION
FOREMAN AND PROVIDED TO AGE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS -CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS -BUILT REDLINE
MARKUP DRAWINGS PROVIDED BY LASER UNDERGROUND &
-N-40mon-
0 20 40
1 "=20'
EARTHWORKS, INC. AND SHOULD BE FIELD VERIFIED FOR NOTE, • ALL PIPE SHALL BE
ANY FUTURE USE. ALL WATER VALVES AND HYDRANTS BAGGED AND SEALED FROM
WERE FIELD SURVEYED IN THEIR AS -BUILT LOCATIONS AND POINT OF DELIVERY
ACCURATELY REFLECTED HEREON. 714ROUG14 INSTALLATION.
VERTICAL: HARD 1988
HORIZONTAL DAD 1983/1991
DATUM
�d >} CITY OF
RENTON
Planning/Building/Public Works Dept.
DATE:
RENTON HILL UTILITY REPLACEMENT PROJECT 06/19/17
FIELDBOOK:
PAGE
CEDAR AVE S DRAWING Na:
STA.19+00 TO STA. 23+00 W-3
SHEET : OF:
11 88
W 0024