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�- CUT --IN.• (BY CITY FORCES)
93f70.55, 19.55 L T
gCONNECT
TEE FL X WATER
Iice 3--12" GATE AL VES (FLxUd)
TOP OF NUT 394.85
-P -
C
L -
TOP OF -
SLOPE I c
(Typ) \\
15' BUFFER
(Ty)
PROPERTY LINE
(TYP)
EX TREE TO
BE SA VED (TYP,
370
92+50
eF C 6
Sys �p� '�� p p0 �\''�����5
q� „ c�`c p� co %�oo��c EX GROUND \Y �01 G�c 4�
G�P����� CONTOUR (TYP)
P P P P - - PP P P P P P P P P P P P
EX. 12" GATE VA VE - EX 12 WATER MAIN w 12"WATER (G1)
C w w w w w w w w w w w w w w w
12" POL YP/GGING STATION z 12" DI -
PER COR STD PLAN NO.. 300.7 SEE WA-1 PROFILE, THIS SHEET
93f00 94f00 N.• 187128.9348 00 96�00� ` 97f00 98f00 9�00
-�-- -�- E.•1310663.5701
ss ss _ ss _ ss ss _ _
9LF*F12" Dl = 3� 1-12'x45° VERTICAL BEND (R✓)
7LF�tF-12" DI W/ CONC BLOCKING NE SUNSET BL VD PROPOSED STREET /
EX OFFS/TE TREE 4LF-* -12" D/ N.• 187121.3525 / LIGHT (TYP)
TO REMAIN (TYP) 20LF� 12 Dl E.• 1310658.1103 , , i 2„ M� E�
-- - ,
_- p Uv - P c P C P
.W/ CONC BLOCKING ,, P
187115.7893 -------------------------------------------- -- - - - --__ - ___ _----------Jni` �__--- - - - r ----s---_ s-
r'�
--- ---- - PIPING AND FITTINGS[,416,
E. 1310654.1044_- SHALL BERESTRA/NED _--;- 1 12 x45° VERT/CAL BEND (R✓)JOINT BETWEEN CONNECTION 1 �� W/ CONC BL OCK/NGAND BEND.� - 1 � � 410 � ., ---� - -�- /- � I \ \ �� � N.• 187112.7932 �/o � / _ � ,i � � �,`-
E.• 1310651.9470 � �� - - �Q -- _
ll \\ -�� _ 420 1-12"x45° VERT/CAL BEND (R✓); ' \ ��=�� - - - �\
i o W CONC BLOCKING - _ 420 - TRACT `(CRITICAL AREA
" - Y _ CASING PIPE
^� 76 �%` PER C.O.R. STD DTL 412
BSBL 41LF 12" D/ SEE SHEET C5.31 TRACT)
FINISH
77 SEE N.• 18706J 5307 N.- 187096. 5146 PROPOSED
TRACT`( SHEET E.• 1310616.4749 E.• 1310640.2254 (STORM DRA/NAGS) GRADE CONTOUR
(CRITICAL AREA) 1-12"x45' VERTICAL BEND (Rd)1-12"x45° VERTICAL BEND (RI) �) SEE SHEETS C7. 02-C7. 04 FOR
C6, 07 W/ CONC BLOCK/NG W/ CONC BLOCKING
>2" D/ UTILITY CROSSING/VFORMA T/O/V. SCALE: 1 " = 3 O'
5LF
IF CONNECTION TO THE WATER MAIN /N SUNSET IS MADE
PR/OR TO THE EXTENSION OF THE ONS/TE WA TER,
DEVfZOPER SHALL EXTEND THE STUB FROM THE EX MAIN
SOUTH TO A POINT WHERE /T /S OUTS/DE THE ROW.
93+00 93+50 94+00 94+50 95+00
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
8/
063
95+50
96+00
N.11207im •
390
370
96+50
430
420
410
390
EX/STING GROUND
® PIPE � (TYP)
\ PROPOSED GRADE
® PIPE f (TYP)
12 x45' VERTICAL BEND (R✓)
W/ CONC BLOCKING
m
PROPOSED 12" D/ WATER
W/ RESTRA/NED JOINTS (TYP)
SLOPE ANCHORS ARE REQUIRED ON
WATER MAIN /F GRADE /S A90Vf 209
SEE ANCHOR DETAIL, SHEET C6.32.
V
\ PROPOSED
BLOCK WALL
10'
CASING PIPE EX SD n
PER COR STD DTL 412, lE 392.60 I
SEE SHEET C5.31
12"x45° VER77CAL BEND (R✓) y
W/ CONC BLOCKING
EX/STING ELEV.
® P/PE � (TYP) WA 1
PROPOSED ELEV. HOR/Z. SCALE- 1'=30'
® P/PE �' (TYP) VERT. SCALE- 1 "=5'
0+50
SURVEYED:
BY OTHERS
SCALE:
AS NOTED
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
ONE INCH
CHECKED:
HOLL/ HEA VR/N
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
HOLL/ HEA VR/N
0 15 30 60
430
420
410
390
1+00 1+50
VERTICAL* NAVD 1988
HORIZONTAL- NAD 1983/1991 CITY OF
F
RENTON
DATUM
Planning/Building/Public Works Dept.
--------
WA TER BSBL
EX/STING WATER PIPE
IV] IN[
WATER FITTING
Ak
FIRE HYDRANT
®
WA TER METER
•D-
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLECAON AT EACH JOINT SHALL NOT EXCEED
ONE-HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLEC77ON.
2. ALL COIVSTRUC77ON SHALL BE /N ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EX/STING
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC1TVE U77LITY COMPANIES
PRIOR TO CONSTRUC77ON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNEC77ONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTED U77LI77ES 24 HOURS PRIOR TO
COIVS7RUC77ON.
6. ALL WATER RT77NGS AND VAL VES WITH MECHANICAL JOINT (M✓� END(S)
SHALL HAKE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG
SERIES 1100.
7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER
C.O.R. STD PLAN 340.1.
8. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL
LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR
MAXIMUM JOINT SEPARATION.
5/S/25
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
W-425510
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
NE SUNSET BL VD & WA 1
0
O
0
N
N
Qk
N
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.09 O)
SHEET: OF:
57 93
CONSTRUCTION RECORD DRA WINGS