HomeMy WebLinkAboutW-425503Z
ti
O
Z
O
O
v
PROPOSED FINISH
GRADE CONTOUR EX GROUND
(TYP) SEE SHEET C6.09 CONTOUR (TYP)
17425.57, 5.00' RT 74 TRACT)
1-12" 45° BEND (M✓) i (STORM DRA/NA GE)
W/ CONC BLOCK/NG
WA TER EASEMENT (TYP) II \ -sss-
73
I
WATER BSBL (TYP)
SEE SHEET I J �ao2 �� PROPOSED
17f8217, 5.00 RT 72 � T_- _ Q �\ \ - \\ STREET LIGHT
1-12 /Tf_ (FL) 06. 07 221E I F - . •. --- ___- \9 ` �' ��• (TYP)
2-12 GATE VAL l/E (FLxM✓) 12 DI
TOP OF NUT 424.45
TOP OF NUT 424.47 84 -- 0 71 �� P --__ -_- -- I —
1-12"x8" REDUCER FL - I PRERTY LINE ,\ � SCALE: 1 " - 3 O'
O - I �o (TYP)
1-8" GATE VAL l/E FLxM✓ • / — �\ �`, �`44
TOP OF NUT 424.12 85 = z 12 D/
W/ CONC BLOCK/NG — — 00 \\ �� \� �"
rvy�22 \ . f 15f56.32, 5.00' RT \
D/ 4 1-12 "x22.5° BEND (M✓)
o , �
W/ CONC BLOCKING >
SELF 15
�vv
.. �f11.18, 5.28 RT
WA TER � T2" D/ \00 ¢�! 12 �� ° — 1- 12"x22.5° BEND M✓
17f62.51, 5.00' RT - 87 { EASEMENT l a \ — — — ' W/ CONC BLOCK/NG -
12 W TEE (MAR) SEE 70
1-6" GATE VAL I/E (FLxM✓) ° � ;;� � �; . ; s� '�
TRACT H,
I
TOP OF NUT 421.90 SHEET a� ` 'fie. 2��o p (CR/ 17CAL AREA)
FIRE HYDRANT ASS Y
BTU FLANGE 425.69 69 � — � p. � ,
W/ CONC BLOCK/NG C6.07 ' �i \ 2
10 UTILITY
OO EASEMENT
FIRE HYDRANT ASSEMBLY ' 15+ � (TYP)
PER C. O.R. STD DTL 310.1, 68 °
SEE SHEET C6.31 (TYP) t 66 63 N � I N C6 0
65 64 I . 62 61 60 ATC E ET
16f96.08, 28.75' L T TRACT M 16142.54, 22.33' L T 5
5EE
1-12" 45-BEND (M✓) (OPEN SPACE) 1-12" 45-BEND (MJ)
W/ CONC BLOCK/NG W/ CONC BLOCKING 16f05.7 ,, 5. 00' RT STANDARD I" WATER SERVICE
12"x6" TEE (UJxFL) PER C.O.R. STD DTL 320.1,
16f 15.21, 5.00' RT 1-6" GATE VALVE (FLxM✓) SEE SHEET C6.31 (TYP)
1-12" 45° BEND (M✓) TOP OF NUT 429.75
W/ CONC BLOCKING FIRE HYDRANT ASS'Y
BTU FLANGE 429.75
W/ CONC BLOCKING
436
426
416
18+50
18+00 17+50
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
it
17+00
16+50
16+00
1 440
i
PROPOSED ELEV.
F 9 ROAD � (TYP)
15+50
SURVEYED:
BY OTHERS
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOORE
CHECKED:
ROLL/ HEA VR/N
BY DATE APPR APPROVED:
ROLL/ HEA VR/N
O
430 v
W1v, J'
vJ
420
O
V,
vi
4-4
410 Q
SEE SHEETS C7.02-C7.04 FOR
UTILITY CROSSING NFORMAT/ON.
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATU M
CITY OF
RENTON
Planning/Building/Public Works Dept.
KEY MAP
WA TER LEGEND
WA TER MAIN
— —
WA TER EASEMENT
- — — — — — —
- WA TER BSBL
EX/STING WATER PIPE
IV] IN[
WATER FITTING
A
FIRE HYDRANT
®
WA TER METER
•�
TYPE / BLOW -OFF
�t
AIR- VAC
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLEC7ION AT EACH JOINT SHALL NOT EXCEED
ONE—HALF THE MANUFACTURERS RECOMMENDED PERMISSIBLE
DEFLECTION.
2. ALL CONSTRUCTON SHALL BE IN ACCORDANCE WITH THE CITY OF
RENTON STANDARD SPECIFICATIONS.
3. LOCA77ONS OF EXISTING U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NG
U77LI77ES SHALL BE FIELD LOCATED BY RESPEC77VE UTILITY COMPANIES
PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXIS77NG PIPES
FOR PROPER RT77NGS AND DEPTH.
5. CONTRACTOR SHALL NOAFY ALL AFFECTED U77L/17ES 24 HOURS PRIOR TO
CONSTRUCTON.
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-425503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TOWNS ON 12TH
3916 & 3926 NE 12TH ST, RENTON, WA 98056
WA TER PLAN & PROFILE
ROAD A (15+00 -END)
O
0
N
N
N
H
DATE:
O
0/111202J
FIELDeo
PAGE
DRAWING NO:
C6.02
SHEET: OF:
50 93
CONSTRUCTION RECORD DRA WINGS