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0 10' 20' 40'
SCALE: 1 "=20'
GAS
VALVE
III I EX FIRE HYDRANT TO
BE REMOVED AND
II SALVAGE TO CITY SHOPS
II I c11•70'n')"c dan 17
465
460
455
450
445
440
WATER MAIN FITTING DATA TABLE
UTILITY CROSSINGS
STA 10+03.53 7.00' LT
O
O
O
STA 10+14.97 7.00' LT IE 12" SD = 453.49
IE 1
CONTRACTOR SHALL FIELD LOCATE
INSTALL: W = 451.49
97
EXISTING 6" WATER MAIN AND INSTALL:
1-8" 45' VERTICAL BEND (MJ)
CUT -IN (BY CITY FORCES)
CONC. THRUST BLOCKING
6"X6" TEE (FLXFL)
3-6" GATE VALVES (FLXMJ)
9
O
STA 40+54.07 0.15' LT
1-6"X8" INCREASER (MJXMJ)
INSTALL:
2-6" ROMAC TRANSITION COUPLING
1-FIRE HYDRANT ASSEMBLY
(FROM AC TO DI)
PER STD. PLAN NO. 310.1
CONC. THRUST BLOCKING
CUT IN 6"X6" TEE (MJxFL)
1-6" GATE VALVE (FLxMJ)
10+13.53 7.00' LT
2-6" ROMAC ADAPTORS (AC TO DI)
OSTA
INSTALL:
CONC. THRUST BLOCKING
1-8" 45' VERTICAL BEND (MJ)
WATER SERVICE
CONC.THRUST BLOCKING
®
1" DOMESTIC WATER WATER AND DCVA
FOR EACH LOT, PER STD. PLAN 320.1.
RIM=454.8989' RETAINED (TYP)
RI
12" CNC IE N=450.79'
8" DI IE E=450.85'
FISHER
IS ER /'IIAVI(,ER L
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ON SHEET 34
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116TH AVE SE WATER PLAN AND PROFILE
FOR
HARMONY RIDGE
A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
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BEARING PAD
ELEVATION (TYP)
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WATER NOTE:
1. LOTS 12-17 SHALL HAVE FIRE SPRINKLERS PER CITY OF
RENTON STANDARDS. A 1" WATER METER SHALL BE
SEWER NOTES:
INSTALLED FOR EACH LOT TO ACCOMMODATE FIRE
1.
SEWER PIPE SHALL BE 8" PVC
SPRINKLERS AND DOMESTIC WATER SUPPLY. SEE C.O.R. STD
SDR-35 UNLESS NOTED OTHERWISE.
320.1 AND 340.8.
2
SIDE SEWERS ARE PRIVATE AND
2. MINIMUM OF 10 FT SEPARATION BETWEEN SEWER, STORM
SHALL BE 6" PVC SDR-35 CD➢ 2.0%
AND WATER MAIN. MINIMUM OF 5 FT BETWEEN ALL OTHER
OR GREATER SLOPE.
UTILITIES.
3.
SIDE SEWERS SHALL BE
3. MINIMUM OF 18-INCH VERTICAL SEPARATION BETWEEN
CONSTRUCTED OF THE SAME
SEWER, WATER AND STORM LINES WHERE MINIMUM
MATERIAL AS THE SEWER MAIN.
SEPARATION IS NOT FEASIBLE, NON -POTABLE WATER PIPE
4.
SHALLOW MANHOLES PER C.O.R.
SHALL BE PRESSURE RATED PIPE (PVC C900, DI, OR
STD PLAN 400.2
EQUAL). ALL OTHER UTILITIES 12-INCH MINIMUM VERTICAL
5.
ALL SEWER INFRASTRUCTUREIS
PUBLIC UNLESS OTHERWISE NOTED
SEPARATION.
4. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER.
EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE.
5. WATER SERVICE IS PUBLIC UP UNTIL THE WATER METER.
EVERYTHING DOWNSTREAM OF THE METER IS PRIVATE.
i�Vwr^r Are Jv )f1iA
TREE RETENTION
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IN..
^''IN '" ���^ ^_355
HYDRANT (TYP.)
V+
II
CB STD GRATE
a
N
=
II
II
RIM=451.33'
8" CNC IE SW=449.78'
L0 I
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EWAY
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-
II
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POWER POLE
N
452........11
'
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W/LUMINAIRE
II.
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SITE MAP KEY PLAN ImZlk
NTS
CB
STD
GRATE
RIM=451.64'
12"
CNC
IE N=447.79'
12"
CNC
IE E=445.44'
8"
CNC
IE W=448.29'
12"
CNC
IE S=445.48'
3 II SSMH TYPE II 48"
RIM=453.07'
sSS_ss — SS — s ss — SS — SII 12" DI IE N=442.82'
— ss — ss - 12" DI IE E=442.76'
II 12" DI IE S=442.87'
STA 36+37.99, 17.39'LT
BEGIN FRONTAGE IMPROVEMENTS II
CONNECT TO EX SIDEWALK II
BEGIN 4:1 FLOWLINE TAPER II
- EOA
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— L.A H LIVIrL
FOUND 1/2" REBAR/CAP
LUND LS 16218
(JUNE 2022)
- GUY POLE
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41+00 40+00 39+00
1 CITY REVIEW COMMENTS DATED 6,
2 CITY REVIEW COMMENTS DATED 9,
BENCHMARK
DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4
MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH
HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NO. REVISION
NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10
38+00
RK
9/26/25
TJS
SURVEYED:
ANG
1 /5/25
TJS
DESIGNED:
RK
DRAWN:RK
CHECKED:
BJT
BY
DATE
APPR
APPROVED:
TJS
SCALE:
H 1 "=20'
V 1 "=5'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERnCAL: NAVD 19W
HORIZONTAL: NAD 1983/2011
DATU M
37+00
CALL BEFORE YOU DIG:
1-800-424-5555
CITY OF
RENTON
Planning/Building/Public Works Dept.
'07"W 425.00'
FOUND BRASS PIN
0.76' BELOW GRADE
IN 4X4 CONC. MONUMENT
IN MONUMENT CASE
AT INTX 116TH AVE SE & 157H ST
(JUNE 2022)
CB STD GRATE
RIM=452.1'
8" CNC IE E=450.95'
ONS k
Q- OF W A Syi
465
HORIZONTAL
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0 10' 20' 40'
Z
"=20'
100 41 Ql-
SCALE: 1
C/ STF-R�`�
VERTICAL
s/ONA L ENG\
460
0 2.5' 5' 10'
Ong
1 /6/26
SCALE: 1 "=5'
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
HBray 02/05/2026
:01 W Cy
004
WATER UTILITY Q �!
Haldez 02/09/2026 EE O
DATE. z
116TH AVE SE WATER 1 /6/2026 Z ca
O
PLAN AND PROFILE F1ELD�°K: O
PAGE:
HARMONY RIDGE DRAWING NO:
LU
ICHIJO USA, CO., LTD Q V
1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 37 DF:66 = m