HomeMy WebLinkAboutW-417903N
k-
O
Q
GENERAL NOTES
1. MAX/MUM ALLOWABLE DEFLEC77ON AT EACH JOINT SHALL NOT EXCEED ONE-HALF THE
MANUFACTURERS RECOMMENDED PERMISSIBLE DEFLEC77ON.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD
SPEC/F/CA77ONS.
3. LOCA77ONS OF EXIS77NO U77LI77ES SHOWN ARE APPROXIMATE. EXIS77NO U77LI77ES SHALL BE
FIELD LOCATED BY RESPEC77VE U77LITY COMPANIES PRIOR TO CONSTRUCTON.
4. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO EXISTING PIPES FOR PROPER
RT77NGS AND DEPTH.
5. CONTRACTOR SHALL N077FY ALL AFFECTFD U77LI77ES 24 HOURS PRIOR TO CONSTRUC770N.
6. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (M✓) END(S) SHALL HAVE A
WEDGE -TYPE RETAINER GLAND EQUAL TO MEGA LUG SERIES 1100.
7. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER RT77NGS PER C.O.R. STD PLANS
330.2 AND 330.3.
8. WHERE NEW AATFR MAIN CROSSES A NON -POTABLE PIPE, ONE FULL LENGTH OF WATFR
PIPE SHALL BE USED WITH THE PIPE CEN7FRED FOR MAXIMUM JOINT SEPARA77ON.
9. WATFR MAIN PIPE DEFLEC77ON SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURERS
SPEC/F/CA77ON FOR SIZE OF PIPE USED.
1 _
l /l TRACTC ---�-
o / (OPEN SPACE) /
—130— -7—
FIRE HYDRANT ASSEMBL Y
PER C. O.R. STD PLAN 310.1
SEE SHEET C6.31.
13f67.42, 9.07' L T
1-22 112° BEND (M✓)
PROPERTY TOP OF RT77NG 104.581
LINE (TYP) W/ CONC. BLOCKING
TOP OF PIPE
>
Rif 12. 57,///99.. 00 L T
/ 1-22 112° BEND (MJ)
TOP OF FITTING 97.514 /
W/ CONC. BLOCKING
INERT/CAL DATUM
NA VD 88, GNSS DER1lfD
BASIS OF BEARING
N88 46 55V BETWEEN THE TWO FOUND MONUMENTS /N THE
CENTERL/NE OF SE 80TH ST
PRESSURE REDUCING
VAL VES
ALL WATER SERVICES SHALL HAVE- A PRESSURE REDUCING VAL Vf-
INS TALLED ON THE DOWNSTREAM SIDE OF THE METER ON PRIVATE
PROPERTY.
1 1 CONSTRUCTION RECORD DRAWINGS
F.ITION •►
SEE SHEET C6.01
ASBUIL T NOTE
LEGEND
EX/STING
FIRE HYDRANT
N
WATER VAL VE
WATER METER
THE ASBU/L T /NFORMA 77ON DEPICTED ON THESE
PLANS /S BASED UPON FIELD SURVEY
INFORMAT/ON PROVIDED BY CORE DESIGN AND
SUPPLEMENTED BY S/TE CONTRACTOR,
GOODFELLOW BROTHERS, ON ✓ANUARY 29TH,
2024. GOOOFELLOW BROTHERS /ND/CA TES THAT
THE DA TA PROVIDED TO CORE DES/GN
ACCURA TEL Y REPRESENTS FIELD CONDITIONS ON
THE DATE OF THE/R SURVf-Y. CORE DESIGN HAS
REVIEWED THE INFORMATION PROVIDED FOR
GENERAL CONFORMANCE WITH THE DES/GN
CONCEPT, AND TO THE BEST OF OUR
KNOWLEDGE THE INFORMATION /S /N
ACCORDANCE W/TH THE OBSERVED FIELD
CONDITIONS.
M E M 2/ 13/24 H H H SURVEYED: SCALE:
LENN R. SPRAGUE P.L.S.
DESIGNED:
ROLL/ HEA VR/N
DRAWN:
MARY MOOR�pE ONE INCH
CHECKED:
HOLLI HEA VRIN IF NOT ONEC NCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
ROLL/ H. HEA VR/N P. E.
PROPOSED
4(
FIRE HYDRANT
WATER METER
[
PIPE BEND
IN[
GATE VAL VE
Ed
TEE
TYPE / BLOW -OFF
A/R-VAC
—
WATER MAIN
SCALE: 1" = 20'
0 10 20 40
UNDERGROUND LOCATOR SERVICE
CALL BEFORE YOU DIG!
811
VERTICAL• NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
;,� CITY OF
RENTON
Iftow
COAL CREEK UT/L/TY D/STR/CT
WATER MAIN
UNDER SEPARATE PERMIT
TRACTF
(OPEN SPACE) —
�pK INS h,
o wAsyfF CIVIL ENGINEERING
o, z LANDSCAPE ARCHITECTURE
ZPLANNING
'Con
99 �•� DESIGN SURVEYING
ISTER �
1pNAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
2/13/24 W-417903
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CANOPY
4196 LINCOLN AVE NE, RENTON, WA 98056
PAGE:
211JI24
Planning/Building/Public Works Dept. C6, 02
WA TER PLAN SHE: 52 OF,. 107
CONSTRUCT/ON RECORD DRA WINGS
M
O
0
1
Nc
1
O
Q