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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 AND ANY
PORTION THAT IS NOT 6" DIA PVC.
SS1/C14
10
CONTRACTOR TO POTHOLE EX SSS
(COR STD
AND NOTIFY ENGINEER IF 2.00%
PLAN 403.1)
SLOPE FROM BUILDING PLUMBING
CONNECTION CANNOT BE
MAINTAINED
6" IE ±37.50 AT BUILDING
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)
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
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
24
NEW 6" SSS @ 2.00% MIN SLOPE,
STD
(COR STD
W/ NEW CONNECTION TO MAIN
PLAN
6" IE ±37.50 AT BUILDING
406.0
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
STD (COR
RIM TO FINISHED GRADE
PLAN
28
±25 LF 6" DI PIPE
-
STA 2+20.40, 9.45' LT
WA1/C12,
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
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
ELECTRICAL DUCT BANK (NOT
35
SURVEYED- LOCATION IS
-
APPROXIMATE)
CENTURYLINK DUCT BANK (NOT
36
SURVEYED- LOCATION IS
-
APPROXIMATE)
CONIC THRUST BLOCK FOR 4", 90
37
DEG BEND
DOMESTIC METER BYPASS POST
38
INDICATOR VALVE
UTILITY AND RESTORATION NOTES:
WATER METER VAULT 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
` ' LANDSCAPE INCHES. CROSSINGS LESS THAN 12 INCHES REQUIRE ETHAFOAM
BLOCKING.
4. CONTRACTOR TO POTHOLE EX GAS MAINS AT LOCATION OF PROPOSED
UTILITY CROSSING
# STORM DRAIN, SIDE SEWER AND WATER SERVICE CROSSINGS AND
SEE TABLE THIS SHEET REPORT TO ENGINEER IF CROSSINGS AS SHOWN ARE NOT FEASIBLE.
BASE MAP/TOPOGRAPHY PROVIDED BY
Gqe
OTHERS. DCG CANNOT BE HELD LIABLE
9706 4th Ave NE
Suite
Seattle, WAA 98115
o�NoFW
\� f'ga ne
C9 �Ison Ti
-
belei
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
e: Q:�
�0� RFoiaT6�0 8
�`SS/ONAL '
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
2
C❑NSTRUCTI❑N RECORD DRAWINGS
CT
01/08/20
1
P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT
CT
01/25/19
NO.
REVISION
BY
DATE
CONSTRUCTION RECORD DRAWING:
THIS SHEET CONTAINS AS -BUILT INFORMATION. MINOR
REVISIONS ARE SHOWN BY STRIKING THROUGH THE ORIGINAL
TEXT AND DENOTING THE AS -BUILT INFORMATION ADJACENT.
OTHER REVISIONS ARE DENOTED BY REVISION CLOUDS.
AS -BUILT INFORMATION WAS SURVEYED BY D.R. STRONG AND
SUPPORTING PHOTOS AND DOCUMENTATION WAS PROVIDED
BY SRM (CONTRACTOR). DCG IS REPONSIBLE FOR NOTATING
THE AS -BUILT INFORMATION ON THE DRAWINGS BUT IS NOT
RESPONSIBLE FOR THE ORIGINAL AS -BUILT DATA PROVIDED
TO DCG.
SURVEYED:
SCALE:
AS NOTED
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
DESIGNED:
CT
DRAWN:
RB/CT
ONE INCH
CHECKED:
TG
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
P P R
APPROVED:
TG
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
11-1FU 1 LU I
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
Aomttk C TY OF
MERRILL GARDENS AT RENTON CENTER- ADDITION
%R1waoR E N TO N 104 BURNETT AVE S, RENTON, WA 98057
Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN
1 /8/20
PAGE:
DRAWING NO:
C06
SHEET: 6 OF: 34
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RECESSED
LIFT POCKET
O-1/2"
11" —�
12-1 f4"�
CAST IRON RINQ AND
Not to Scale
FRAME
91-nrI nw>Lrrro 1��1,1
1
NOTLSi_
1. 8" AND 6" CLEAN -OUT RINGS AND COWERS ON SEWER MAINS SHALL BE EAST JDRDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) DR APPROVED EQUAL, CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-D" SQUARE
CONCRETE, CLASS 30120, PAD AROUND THE RING AND COVER.
OR
DABLE
CLEANOUT
STD_ PLAIN - 403.1
~ PUBLIC WORKS 8" OR f" CLEANOUT APPROVED;
DEPARTMENT
FOR SANITARY SEWER MAIN YA
Gn!A it n ti
0"hnc 4Y9 H n n� �
8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIN SS1
NOT TO SCALE C06
,4 W. G
9706 4th Ave NE O of WAsf
Suite 300 �/1 Digi
Seattle, WA 98115 C)
P: 206.523.0024 r
F:206.523.1012 �0 47202
www.dcgengr.com
AONAL
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
ed FOR ACCURACY. CONTRACTOR SHALL
y FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
in CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
8'00 CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
47 BEND AS REQUIRED (NCI MARE
THAN 45• BEND.). EVERY RND
CHANGE IN DIRECTION OR GRADE
WILL REQUIRE A SURFACIE
CLEANOUT WYE. (SEE NOTE 11)
H-OUSE
4" CLEANDU T WYE WITH
45' BEND AND PLUG.
(SEE NOTE 11)
w
w
J
�
HOUSE
q
a
d
SURFACE CLEANOUT
6"x 6"x6" WYE
CSEE STD PLAN -- 407)
PRQPERTY LIME
-Z I z
MAIN SEWER LINE
iiiiiihi
4" SURFACE 1
CLEANDUT
WYE
4" WYE WITH
CLEANGUT
UP
ALL 9Q' TURNS SHALL BE ACCOMPLISHED -
BY MEANS 9F A VVYE MTH CLEANOUT AND
45' BEND. TWO 45' BENDS SHALL NOT BE
ACCEPTABLE_ (SEE NOTE 11)
1
Lo
2
HOUSE
a_
3LD" WIN.
4" SEWER PIPE
{T'�IOAL}
4" TEST TEE WITH
PLUG FACE UP
(TYPICAL) j
6"x 4 REDUCER �
(TYPICAL)
HOUSE
4" SEWER PIPE, SEE NOTES 2
AND 3. MINIMUM LIN£ SIZE FOR
OTHER THAN SINGLE FAMILY IS B"
PROPERTY ONE
NOTES -
IF THE BUILDING 5EWER SERVES ANY FIXTURE HAVfNC
1. Pr1ar to lnstallat'on of a sanitary sewer connection, o sfde-sewer
x
FLOOD LEVEL R1M5 LOCATED BELOW THE ELEVATION
psrmlt must tre purchased from the City Qf Rentprl Public Works
M M(4"
OF THE NEXT UPSTREAM MANHOLE COVER OF THE
Depairtment,
UPU2LIC
SEWER SYSTEM, A BACKFLOW PREVENTION
"t7 zDEVICE
SUCH AS CLEAN CHECK EXTENDABLE
1 51BACKWATER
VALVE Off APPROVED EQUAL S4A�LL G1
2. Types of pipe and fittings that can be used For sanitary sewers
INSTALLED.
sh❑II be approved l y the Department of Pudic Works. Rubber of
neoprene gcskets as specffled by the manufacturer, shall be
4" FLEXIBLE COUPLING (1=ERNCO OR EQUAL)
used r�rr joints.
J
A minimum grade of 29 (1/4"' per toot) must be mcintolned
SURFACE CLCLEANOUT3.
4"x 4"x4" WaE
with 4" pipe_ In the evient a 27 grade cannot be maintained, the
PIPINC
owner must sign a City of Renton grade release form and then
can install 6` pips of ❑ grade of 1%.
PLAN
BUILDING DRAIN FOR
4, For inspection of side sewer, call 24 hours in advance_ The
LOW ELEVATION HOUSE
inspection prone number is on the sfde sewer permik. Site
must be ready for inspection on-i representative on sit* when
inspector arrives of appointed time. Side sewer an.d stub shall
be tested p-er Cfty speefileo#lords. Make the connection at the
h D t b kf;ll th 1*;t 11 M1' b th
MAIN TO PROPERTY LINE V-0" 5-0
ruse, " no ac I +v I c "INapprorva IS giver. y B
PROPERTY LIME
FROM THE HOUSE BUILDING DRAIN .
inspector. Final approval will be granted after the existing septic
SIDE SEWER
BUILf]INC SE JFR
2._B.,
tank has been pumped out ❑nd filled with sand.
L
TO 3.�0.,
r
3'-0"MIN.
5.
Install side 5uwcr with 2' minimum cover. 18" Gover iz allowed
{
at the douse if outlet is shallow.
5.
It side sewer stub Is not ovoiloble. The owner shall be
C"' mrn
Ln 41 L r, 1# �
responsible for 'its instollat;on per standard drowrnq 405_1. All
LJ
1-`,a1 W Z m °'
x o x � rn
work within street right-af-way sh-all be done by a licensed and
oa 0- ^>
� C n z
nF- 0 4 �
m m" z � "
- -� 1Ex r1., n rn
bonded contractor.
rrI Q-Z ran 0
� rn r
rn r O C
� W C m
� x. II Z C)* m 0 ?C r
P, 0 z n m � 7.
All work shall be accomplished in accordance with the Washington
cn-4 r- 0;� LA n
r m
C -q x. z 0
> n F rrn �
rn rn
Industrial Safety and Health Att. (VASNA)
Z rrcl
w 3
rrrl rQ
cn0Q = — n,
Q b Iti
a z 0
I�
Va Q
S.
All french rentoratlon for side sewers in [he puhflc rlqht nt- war
3q.
v m a
.r. r
small conform to the most current trench restarcution
C31 a,
D -
rr1 0
requirement€ as in the Rentoul Skandafd Drawings.
�. x
to
rn - Z Q
0.
z n 0
9.
All building sewer and side sewers shall have bedding in
x"
Lao
urcordonce with standard druwin.g 405.
COCA
g Cq
-ate rri
10.
There shall be n rninfrnurn 10 foot horizontal sepflratibn between
rn v
O. TI -u
sanitrory side sewers and water services and a rnininnurn 5 foot
_
horizontal separation between sanitary side sewers and all other
rn
utlli#ies.
11.
Thee cleonoul at the Right -of -Way shall be installed per
CALL FOR LOCATIONS KrORE YOU DIG
Standard Plan 07. The cleanout of the building shall be
48HR LOCATORS
1-800-424-5555
installed to surface grade. All other cieonouts shall he installed
to within 12" of the sur#dce.
y
TYPICAL BUIL13ING SEWER
STD. PLAN— 406.2
`1 PUBLIC
AR
WORKS
FROM
LINE TO
DEPARTMENT
,#
BUILDING CONNECTION
AUGUST 2DI3
TYPICAL BUILDING SEWER FROM PROPERTY
LINE TO BOLDING CONNECTION rS S 2
NOT TO SCALE C06
EX.
SEWER MAIN
PROPERTY LINE
SPOOL
(LENGTH AS INEEOED)
Z`
� I
I
6"
5E11'!ER STUBE
FUTURE 4" SIPE SEWER
•
I
2"x 4" STUD MARKING
POST PAINTED
SEi' FR
MAIN TEE X 5" TEE
a" CAMP V41 WA
Tl TH THE WORD
W
SEWER STENCILED
IN 3" HIGH ULACK LETTERS AND #6 WIRE
z I
WRAPPED AROUND THE
STUD AND
E)(TENDED TO THE TOP
OF THE STUD.
I i COUPLING (TYP.)
t
i4
a
__T_- ___,-__-_- -- ------,_ r- ----.�
L __ _J
BEND AS y
REQUIRED
6"X,5'X5' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO, 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID).
(SEE STD. PLAN 403.1 FOR INSTALLAT ON)
Jib EAGLE THREADED CLEAN --CUB' ADAPTER HUE1
& PLUG (OR APPROVED EQUAL)
-LXIST1NG SAAJITARY
SEWlER MAIN---2.07- MIN. SLOPE
FUTURE 4" SIDE SEWER
�B" SEWER 5TLJO 5"K5']t6' WYE FUTURE Vx 4" REDUCER
SEWER MAIN SIZE ?(6•, TEE
F I
A. 'ATRIFIED CLAY MAW - CUT IN A NEW PVC "TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNC❑ OR AIPPROYED EQUAL).
B. CONCRETE MAIN - GUT IN A NEW PVC 'TEE" USING "STRONG -BACK- FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC dr C9C0 PVC MAIN - CUT IN NEW TEE: US= RIGID COUPLINGS OR OCRE-()BILLED WTH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPRGVED EQUAL)
E. MANHOLE CONNECTION - ALt, CONNILOT1ONS TO MANH%C-S SHALL RE AT MANUFACTURED KNocx-a41T i OR THE STRUCTURE
SHALL IBE CORE -DRILLED.
3000 PS mix R
CONCRETE +• -�CtiCk
low.G 2% M11"_IDPE
HORIZONTAL
TEE
t5" MIN. SEWER SEWER AGAIN
VAIN
CONCRETE BLOCKING ANGLE
NOTE: JISL.ESS OTHERVOSE SHOWN ON PLAN, 51DE SEWER SHALL HAVE A MININfUhI 2.5' CCVER AT PROPEIRT1' UNE OR ]-5'
LOWER THAN THE LOWLSt HOUSE ELEVATION, WHICHEVER IS LOWER.
STANDARD SIDE SEWER STD. PLAN ,406.1
PUBLIC WORKS�t
DEPARTIVIENT INSTALLATIONpw m 41)-c
(SEINER MAIN TO PROPERTY LINE) � o�n 0
•ykYc rih�711
STANDARD SIDE SEWER INSTALLATION SS3
NOT TO SCALE �O6
R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W,
CALL 811 (2) BUSINESS DAYS W
BEFORE YOU DIG LU
(UNDERGROUND UTILITY 12�
LOCATIONS ARE APPROXIMATE) <
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 1988 DESIGNED: 1 /8/20
AS NOTED HORIZONTAL: NAD 1983/1991 C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION CT C -
C FIELDBOOK:
DRAWN: RENTON 104 BURNETT AVE S, RENTON, WA 98057 PAGE: Ir
2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 RB/CT • DRAWING No:
1 P❑AT FULL SCALE PanninST-PERMIT REVISION- UTILITY CONFLICT CT 01/25/19 CHECKED: ONE INCH DATUM g/Buidin g/Public Works Dept. CITY DETAILS- SEWER C14 LU
TG IF NOT ONE INCH
N 0. REVISION BY DATE APPF APPROVED: TG SCALE ACCORDINGLY SHEET: 14
OF 34