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SEC.19 T.23N. R.5E. W.M. ATkjNSO GENERAL NOTES:
FIRE HYDRANT ASSEMBLY PER N 1. ALL CONNECTIONS TO EXISTING WATER
CITY OF RENTON p MAINS TO BE PERFORMED BY CITY
—_�-- STANDARD PLAN 310.1 'VAR
IT
o i 14TH ST ST 22+68-56 -j ISA114.201, vo FORCES. COORDINATE WITH CITY FOR
�— A _ pEL�gSE SUPPORTING AND REQUIRED CONTRACTOR
/ CUT AND CAP EXISTING''y W� % _
14ST STA 20+7110.,(17.54 LT) \'oq \°A 1-8" 450 BEND (MJxMJ) FORCpN 2. CONSTRUCTION SHALL BE IN
/ 3 WATER I .% � 14THCST STARETE BLOCKING
22 91N42 (3.24 RT) �TRUC]%ON ACCORDANCE WITH UTB 1221.
WSDOT LIMITED I 1 DETAIL �- -- NOISE WALL ■! '9. WATER MAIN PIPES BETWEEN WHTWORTH
o RIGHT OF WAY / / / o AVE AND MORRIS AVE SHALL BE D.I. CL
p 3 A� CUT AND CAP ISTING 8" W 52 TYTON JOINT (PUSH -ON) PIPE WITH
/ 14ST STA 23+25.4 (16.72 LT RESTRAINED HARNESS AT BELLS EQUAL
t- 9.17' 1 PROPOSED 20" OPL TO MEGALUG SERIES 1700, OR ROMAGRIP
(SEE NOTE 4) BY OTHERS CONNECTIO
w DETAIL 9 v 600 SERIES OR APPROVED EQUAL OR
N 50 LF 8" DI W o WATER MAIN PIPES SHALL BE
r' 263 LF 8" DI W yq MECHANICAL JOINTS PIPES WITH
w RESTRAINED RETAINER GLANDS EQUAL TO
o O o o O- o O O o �aO o - w APPROVED MEGALUG 1100 EQUAL.RIES OR ROMAGRIP OR
o 01 O�O�O �W yripl' P4ST LIIVt o �O�O •,`_.
F O W W yy Y W W W W W W W _ W S S y O O w 4. VERIFY THE LOCATION OF THE NEW
W y 3 S S S —�$ = S iy�j uj OLYMPIC OIL LINE PRIOR TO
d — S 1 ST CONSTRUCTION.
w S� S T ST 213 LF 8"DIW 01 oq o
S
J $ $ 1L- S $ /cl, %\ I / N 5. ISM
SUBGRADE R THE ROADWAY AY PR
I SHALL BE ESTABLISHED BEFORE
/' ----- ----—-- 37 LF 8 -PI I ~j EXCAVATION FOR INSTALLATION OF NEW
U / I - _- ------------------- --------------- WATER LINES.
--- — - I / SEE S TOR _•___„ \oq W RI GrT OF WAY
y 2 7 CROSSING ELEV IONS I I z 6. DEPTH OF COVER OVER NEW WATER
--SECTION
MAIN SHALL BE TMINIMUM AND 5'
SECTION 2' �� , `(; 1314 % I 2 MAXIMUM.
SEE SHEET UTD )2� / / o ; I - _ O 3 I
t
7. MINIMUM HORIZONTAL CLEARANCE TO
PROPOSED SANITARY ;4 i STORM AND SHALLOW SEWER IS 5'.
SEWER BI l l I 1327
/ w ` / CITY OF NTON TO CUr,' IN NEW / °p
Y OTHERS
ISOLATION VALVE ON EXISTING 8" CITY OF RENTON TO
fRE HYD T ASSEMBLY ER l.;l 1 �� I WAFTER METER SERVICE TO CUT IN NEW I CATIONYOF R TON f�?;l %i I 1314 WITHWORTH AVE S AND VALV ON EXI TING 8"NDARD PLAN 3 ` 't_ INSTALL TEE FOR FIRE HYDRANT W A TER ER I a
'r4TH ST STA =20+25.74 (44.37 RT) I / / I_ SEMBLY. VALVE AND ASPHALT SEVI 3 MORRIS I i
REPAIRS TO BE PROVIDED BY AVE VA VE AND I
CITY OF RENTON. ASPHALT REPAIRS TO i
PPROXIMATE LOCATION BE PROVIDED BY CITY I I LEGEND
14TH ST TA 20+50.66 (53.17 RT) OF RENTON. I I
INSTALLATION I I
--_ APPROXIMATE LOCATION ; r EXISTING FIRE
1415 / cl i ( - I Q I HYDRANT ASSEMBLY T BLOW OFF ASSEMBLY
I.14TH ST STA 22+98.93 I
22. RT) 1 I TO REMAIN CAP
I O( I lc� FIRE HYDRANT
1400
CONCRETE THRUST BLOCKING
/ 0 25 50
SCALE IN FEET BENDS
3;
O ; CAP AND ABANDON 8" DI SLEEVE
00 EX 8" WATER 8" DI Q Y_ ADAPTOR
Wt2-8"
14TH ST STA 20+66.51 6..
8" DI 8,. DI(6.42 RT) p� °" CAP AND ABANDON ® WATER VALVE
W d'+ N1 EX 8" WATER
�11 W H��CAP AND ABANDON �EX 8"WATER ® EXISTING WATER METER
10'EXISTING WATER VALVE
8"x8" VERTICAL CROSS 10'� / 1-8" 45° BEND (MJxMJ)8" TEE (FLxFL) FOR POLYPIGGING / '` 10'MIN CONCRETE BLOCKING PROPOSED SANITARY
INSTALL 8" TEMP. GATE VALVES (FLxFL) PER STD PLAN 300.6 314TH ST STA 23+16.57 (29.83 RT) ® SEWER MANHOLE
CAP ON 8" WATER GATE VALVE (FLxMJ) 2" TEMP BLOW OFFWITH TEMP THRUST 11.25° BEND (FLxFL) ASSEMBLY allBLOCK ADAPTORS (FLxMJ) TEMP BLOCKING
CRETE BLOCKINGST — PROPOSED STORM
0° X; 3 1-8" GATE VALVE (MJxMJ)
W a 1-8" DI NIPPLE (LF AS REQ'D) PROPOSED DITCH
1-8" DI SLEEVE (MJ)
ED ❑ PROPOSED CB
CONCEPTUAL TESTING DETAIL W
UD - - PROPOSED UNDERDRAIN
CONCEPTUAL TESTING DETAIL — S S - - PROPOSED SEWER LINE
WATER DETAIL 4 \CONNECTION DETAIL
- NOT TO SCALE - NOT TO SCALE AS -BUILT
W w - - PROPOSED WATER LINE
- O O — - PROPOSED OIL LINE
FILE NAME c:lpwworking\nai\_x_grimando\d0321992\C8811_DE_UTDO3.dgn
TIME 9:07:41 AM REGION STATE \ N H�L PLAN REF NO
NO. FED.AID PROJ.NO.
DATE 3/14/2017 ,` Q�� v 1-405 / SR 167 INTERCHANGE UTD03
PLOTTED BY GRimando 10 WAS # - y
— TWO DIRECT CONNECTOR
DESIGNED BY B. HELSLEY JOB NUMBER Washington State SHEET
ENTERED BY G. RIMAND0 REV 0 - RELEASED FOR CONSTRUCTION M14/17 33747 0 246
CHECKED BY S. MESIC REV B - FINAL REVIEW 12/22/16 CONTRACT NO. LOCATION NO. �Ss�6']STER \��' Department of Transportation OF
PROJ. ENGR. C. CHEN REV A - PRELIMINARY REVIEW 11/21/16 3114/17 UTILITY DETAIL 887
C8811
REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX DATE P.E. STAMP BOX DATE S. 14TH STREET WATER SHEETS