HomeMy WebLinkAboutWTR2701439.2392
390
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BLACK TOR
I I RAVEMEIV T 1
i. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
UTILITY DEPARTMENT AND APWA STANDARDS AND SPECIFICATIONS,
1981 EDITION.
THE EXISTENCE AND Lo ATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE DRAWINGS WERE
OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
THE CONTRACTOR IS TO TAKE THE PRECAUTIONARY MEASURES
TO PROTECT UTILITY LINES SHOWN AND ALL OTHER LINES NOT
Or RECORD OR NOT SHOWN ON THESE DRAWINGS BY VERIFCATION
OF THEIR LOCATION IN THE FIELD PRIOR TO THE CONSTRUCTION
SO AS TO AVOID DAMAGE OR DISTURBANCE.
,3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AT
LEAST A 10 FOOT HORIZONTAL SEPARATION BETWEEN WATER
AND SANITARY MAINS (PROPOSED OR EXISTING.)
4 INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE
OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT
24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
S IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION.
A PRECONSTRUCT10N CONFERENCE AND TWENTY-FOUR HOUR
NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION.
SCAL E / "z,20'
C ON TOUR /N rE-R VA L = 2
VER T/CAL D4 TUM - CITY OF REN TON
BENCH MARK = C/4/5ELED SOUARE TOP
EAST END OF MOST SOUTH GASOL INE
PUMP ISLAND OF STANDARD SERVICE;
STAT/ON, N W. C 0 R OF //V TX OF NE 4 " 6 1-
UNION AVE NE PER C/TY OF RENTON'
B. M -V-3 77 ON PG 64 OF B /''1 BOOK.
p EL EV = 401. 08
CNA/N L INK FENCE
k ao�, - A°Z_
� 6 g
"°� RRI VA T E
DR I VE WA Y
390
STREET EL = 399 4
PROF/L 5 of NE W 8 W. L .
S, A L E
/ = .?O ' NORZ
= S' VE"R T.
BLACKTOP
RAVE'ME/V T
/V E. 4 T'v ST.
0+00
A,o,G' 3
I
N �
E-A,, TN
RIM EL = 404,86
/ E 8' = 390.09(N)
/ E 6 = 390. 0/ (S)
/ E 6" = 390.0/ (NE)
404 k°a 1 a0a ° 6 Aob 8 04f /404
A° k U
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it
Qi 44
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403 1(o� c L J GRATE EL = 402. 7S
J� I E /2" = 397.07(IV)
0 o E /1" 397.04(S)
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i
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v � � � .,ATEK Jr4LVE
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8 TARP//VG G. V (,WI)
i
oCW
IU C q RT�N 1 .in/ n1
GRATE EL = 3».4/
E /A"' = 396.129 (V)
i E /Z' = 396. /9 (S)
bo .n
.1 _- ,� I `,EwE
R/M EL = 399. 03
/E(N) =388.85 8'
/ E (S) = 398. 76 6
ElEX/5T/1V6 CATCH BAS//V W3
GRATE EL = 397 5-3
EX/5T/N6 SANITARY SEWER MH yr.3
R/M EL = 398.37
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85
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