HomeMy WebLinkAboutW-401201N
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10 5 0 10 20
SCALE IN FEET
KEY NOTES:
DETAIL/
KEY
NOTE:
SHEET
0
PROTECT EX GREASE
INTERCEPTOR, MUST REMAIN IN
-
SERVICE DURING CONSTRUCTION
OTRANSFORMER
LOCATION,
COORDINATE WITH PSE
-
ADJUST EX JBOX TO FINISHED
GRADE. VAULT COVERS SHALL
WITH DOWNTOWN
COR STD
OCOMPLY
STREETSCAPE STANDARDS. SEE
PLAN 102.1
VAULT COVER NOTES ON SHEET
C09.
EX JUNCTION BOX AND
OPROTECT
ADJUST TO FINISHED GRADE
-
UG ELECTRICAL SERVICE TO
OTRANSFORMER.
ROUTING IS
APPROXIMATE- SEE PSE DRAWING
#101113708
EX 1 1/2" WATER SERVICE HAS
O6
BEEN INACTIVE FOR SEVERAL
YEARS PER COR (ACCOUNT NO
-
000743-000). ABANDON EX SERVICE
AND SALVAGE METER TO COR
07
EX PSE VAULT TO REMAIN
-
LIGHTING JUNCTION BOX
OSTREET
8
AND CONDUIT (TYP)
E1.0-E4.0
OREMOVE
CLEANOUT AND CAP EX
SSS AT BACK OF CURB
-
STA 2+12.89,
REPLACE EX SIDE SEWER FROM
CLEANOUT TO BUILDING
CONTRACTOR TO POTHOLE EX SSS
SS1/C14
10
AND NOTIFY ENGINEER IF 2.00%
(COR STD
SLOPE FROM BUILDING PLUMBING
PLAN 403.1)
CONNECTION CANNOT BE
MAINTAINED, IF EX PIPE MATERIAL
IS NOT PVC, OR IF DIAMETER IS
LESS THAN 6"
11
RETIRE EX GAS SERVICE AT MAIN,
COORDINATE W/ PSE
-
REMOVE EX FIRE SERVICE VAULT
AND INTERIOR PIPING INC. 1"
12
DOMESTIC SERVICE. RETURN 1"
-
METER TO CITY
WA2/C 12
13
FIRE HYDRANT ASSEMBLY
(COR STD
PLAN 310.1)
ADJUST EX JBOX TO FINISHED
14
GRADE
15
REMOVE EX CLEANOUT
-
3" DOMESTIC SERVICE
CONNECTION. REQUIRED DCVA
WA1/C12,
LOCATED INSIDE BUILDING.
WA3/C12
16
POTHOLE EX GAS MAIN PRIOR TO
(COR STD
TRENCHING FOR WATER SERVICE
PLAN 300.1,
AND NOTIFY ENGINEER IF THERE IS
320.4)
A CONFLICT WITH METER VAULT
A5
17
6" FIRE SERVICE CONNECTION.
STD
(C STD
DDCVA LOCATED INSIDE BUILDING
PLAN
STANDPIPE FIRE DEPARTMENT
18
CONNECTION. 3.0' CLEAR (MIN)
-
REQUIRED IN ALL DIRECTIONS
WA5/C 13
19
FIRE LINE POST INDICATOR VALVE
(COR STD
PLAN 360.5)
LEUENU:
•: CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
••• LANDSCAPE
UTILITY CROSSING
# SEE TABLE THIS SHEET
1 2" IRRIGATION SERVICE TO BE
INSTALLED BY CITY FORCES.
CONTRACTOR SHALL PROVIDE ALL
EXCAVATION AND EXPOSE THE
20
WATER MAIN AND ALSO DIG THE
TRENCH FOR THE NEW SERVICE
WA7/C18
(COR STD
LINE FROM THE MAIN TO THE
PLAN 320.2)
METER. DCVA TO BE LOCATED IN
WATER/FIRE ROOM. IRRIGATION
SERVICES WILL IRRIGATE PRIVATE
PROPERTY AND STREET TREES
21
EX STREET LIGHT TO BE REMOVED
EC1.0-EC4.0
AND REPLACED
22
PROTECT EX WATER SERVICE
-
23
STA 2+34.71
NEW GAS SERVICE AND METER,
-
COORDINATE WITH PSE
SS2/C14,
STA 1+28.18
SS3/C14
24
NEW 6" SSS @ 2.00% MIN SLOPE,
(COR STD
W/ NEW CONNECTION TO MAIN
PLAN 406.2,
406.1)
0
NEW SSCO #1
STD
(COR STD
RIM TO FINISHED GRADE
PLAN
26
STREET LIGHTING CONDUIT (TYP)
E1.0 - E4.0
27
NEW SSCO #2
STD (COR
STD
RIM TO FINISHED GRADE
PLAN
28
±25 LF 6" DI PIPE
-
STA 2+20.40, 9.45' LT
WAVC12,
29
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
WA4/C13
(COR STD
W/ CONIC THRUST BLOCK
PLAN 300.1,
±25 LF 6" DI PIPE TO HYDRANT
330.2)
STA 2+26.82, 9.45' LT
WA1/C12,
12" X 4" TAPPING TEE (MJxFL)
WA4/C13
30
4" TAPPING VALVE (FLxMJ)
(COR STD
W/ CONIC THRUST BLOCK
PLAN 300.1,
+27 LF DI PIPE TO METER
330.2)
STA 2+30.29, 9.45' LT
WA1/C12,
31
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
WA4/C13
(COR STD
W/ CONIC THRUST BLOCK
PLAN 300.1,
±40 LF 6" DI PIPE TO PIV
330.2)
PLUG EX 6" VALVE WITH 6" PLUG
32
(MJ) BY CITY FORCES.
CONTRACTOR TO EXCAVATE AND
-
RESTORE ROADWAY. CAP EX 6"
SERVICE DOWNSTREAM OF VALVE
22.5 OR 45 DEG BEND W/ CONIC
WA4/C13
BLOCKING PER COR STD PLAN
WA6/C13
33
330.2. BEND LOCATION AND ANGLE
(COR STD
TO BE FIELD DETERMINED IN
PLAN 330.2,
ORDER TO ACHIEVE CLEARANCE
330.3)
FROM EX UTILITIES
22.5 OR 45 DEG BEND W/ CONIC
WA4/C13
BLOCKING PER COR STD PLAN
WA6/C13
34
G
330.3. BEND LOCATION AND ANGLE
(COR STD
TO BE FIELD DETERMINED IN
PLAN 330.2,
ORDER TO ACHIEVE CLEARANCE
330.3)
FROM EX UTILITIES
UTILITY AND RESTORATION
NOTES:
1. PAVEMENT RESTORATION SHALL MEET THE
CITY OF RENTON STANDARD TRENCH AND
STREET OVERLAY STANDARDS.
2. UNDERGROUNDING OF ALL UTILITIES IS
APPLICABLE.
3. MINIMUM VERTICAL SEPARATION BETWEEN
UTILITIES AT CROSSING IS 12 INCHES.
CROSSINGS LESS THAN 12 INCHES REQUIRE
ETHAFOAM BLOCKING.
4. CONTRACTOR TO POTHOLE EX GAS MAINS AT
LOCATION OF PROPOSED STORM DRAIN, SIDE
SEWER AND WATER SERVICE CROSSINGS AND
REPORT TO ENGINEER IF CROSSINGS AS
SHOWN ARE NOT FEASIBLE.
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
9706 4th Ave NE \�•O�� of �i��+ ed FOR ACCURACY. CONTRACTOR SHALL
Suite �P _ Ti ® FIELD VERIFY GRADES, UTILITIES AND
elein
Seattle, WAA 98115 ALL OTHER EX FEATURES &
-
P: 206.523.0024 �� CONDITIONS. IF CONDITIONS ARE NOT
F: 206.523.1012 0 41g� 8 10 AS SHOWN &/OR PLANS CANNOT BE
www.dcgengr.com �FSRFcisY - 00 CONSTRUCTED AS SHOWN, CONTACT
`S�ONAL DCG PRIOR TO CONSTRUCTION.
S-401201
SURVEYED: SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
3 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #3 CT 10/17/18 CT
2 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #2 CT 09/18/18 DRAWN:
RB/CT ONE INCH DATU M
1 CIVIL C❑NSTRUCTI❑N PERMIT REVIEW #1 CT 07/26/18 CHECKED: AT FULL SCALE
TG IF NOT ONE INCH
N 0. REVISION BY DATE APPR APPROVED: TG SCALE ACCORDINGLY
W-401201
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
C TY OF
1waliv
RENTON
1-`R
Planning/Building/Public Works Dept.
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.
I.E. 8"PVC(S)=36.
30LID LID
=39.43
r'PVC(N)=35.8
r'PVC(S)=35.8
3"PVC(W)=35.18
IH, TOP=39.34
S"PVC(E)=35.2
3"PVC(S)=35.1
3"PVC(N)=35.1
OR TOP=39.89
_L OF WATER,
ES NOT VISIBLE
R. CHNL.(N-S)=35.4
{, TOP=38.84
. 8"CONC(W)=37.3
1, TOP=39.36
CONC(E)=37.4
PVC(W)=36.9
>."CONC(S)=35.3
2"CONC(N)=35.1
■ IL ■ v ■ � v v
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
WASTEWATER UTILITY A %
dchristen 10/25/2018 '
3;*.#
SURFACE WATER UTILITY
rstraka 10/25/2018N1120i
LAb
WATER UTILITY
doul Gafour 10/25/2018
DEVELOPMENT ENGINEERING
rnair 10/25/2018
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057
COMPOSITE UTILITY PLAN
10/18/18
PAGE:
DRAWING NO:
C06
SHEET: 6 OF: 34
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