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AS -BUILT NE 4TH STREET IMPROVEMENTS PLAN AND PROFILE
PEDESTRIAN SIGNAL BOX
SIGNAL POLE
SIGNAL 'BOX
SDMH 1e =20' 12" CONCIE= 397.14 N
0 10 20 4012" CONC W= 397.14 N
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END FINISH NAIL IN CONC = -==
IN CASE - CITY OF RENTON j
SURVEY CONTROL NO. 1503
NW CORNER SECTION 15
SSMI-i RIM= 401.31
WALGREENS
NORTHWEST )/, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
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AS -BUILT NE 4TH STREET IMPROVEMENTS PLAN AND PROFILE
PEDESTRIAN SIGNAL BOX
SIGNAL POLE
SIGNAL 'BOX
SDMH 1e =20' 12" CONCIE= 397.14 N
0 10 20 4012" CONC W= 397.14 N
- X
w
SIGNAL POLE w CROSS
%off all - --
END FINISH NAIL IN CONC = -==
IN CASE - CITY OF RENTON j
SURVEY CONTROL NO. 1503
NW CORNER SECTION 15
SSMI-i RIM= 401.31
WALGREENS
NORTHWEST )/, NORTHWEST Y4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
RENTON, WASHINGTON
If
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NE 4TH STREET m `\
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- 323.24'
NEW BUS STOP SHELTER PAD
nr MATCH \
p.T. DETAILS ON SHEEP C9. / X
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SSMH RIM = 394.90 (ADJUST RIM TO NEW GRADE)
24" CONC E= 376.90 SDMH 54" RIM= 394.82
24" CONC W= 376.62 36" CMP NW= 386.12 CB TYPE I RIM-391,83
1-48" CMP SSE = 386.08 12" CMP E= 389.93
12" CMP W= 389.93 - -
S88'03 1'L9�'€
(ALL NEW C CURBING
I C.O.R.- STD. DETAIL F003
(BASIS OF BEARINI
0 SE TYPE 822 FOOTING / - i�^
SDMH 48" ,R-,M ,'.T ( ADIt1RI
S-389 53
/NFW RIM=
1i6�/iR4E,.�>6���7N�
D SIDEWS�tAP
TO NEW GRADE)
5.35 (fit SDMH 72" RIM = 391.35
x 35" ADS 5-382.66
GUR GUGUTr�R� 7� 36" ADS E= 382.66
NEW PAVEMENT, GURH „- GCIIIt.X-
--%-
SAND SIDEWALK.
a X bQ 1 1 J OP SIGN AND
IGHT -TURN SIGN %`"----
DEDICATION ��l NEW BUS SHELTER. PROPOSED 1 V P €R DETAIL THIS SHE
` 66
CONTRA TOR 0 COORDINATE WITH 1 !. ',
ro a RRAAC� \ 8' R.O.W.- -
KC METRD NSIT FOR LOCATION pl: ICATION �� �.}', .: 2$' YELLOW CEN ERKIf�F�
\ US STOP SIGN. 0• 1 1 9 "o" PAVEMENT MARKI E
1: RE i I d 1. 384
397.8 398.00 EX. I HYDRANT TO BE \ :1 1 ..._ '
REMOVED AND REPLACED WITH; RIGHT OF WAY CENTERLINE 50' HALF RIGHT OF WAY
25' YELLOW CENTERLINE STOP SIGN 25 LF 6" DI EXTENSION
PAVEMENT MARKING AND RIGHT -TURN SIGN 1 -FH ASSY. PER C.O.R. STDS. EXIST. 42' HALF RIGHT OF WAY EXIST. 42' HALF RIGHT OF WAY
PER DETAIL THIS SHEET EX. 1 )e" WATER METER
TO BE RELOCATED TO EXIST. 30' EXIST. 30'1
BACK OF WALK AND USED
FOR NEW BUILDING. I 21'1 NEW ASPHALT
NOTES:
1. CONTRACTOR SHALL REMOVE EXISTING PAVEMENT
TO EDGE OF EXISTING CEMENT CONCRETE
PAVEMENT. CONTRACTOR TO FIELD VERIFY EXACT
LIMITS OF EXISTING CEMENT CONCRETE PAVEMENT.
113' _
tii'
±12' -'
111'
EXIST. LANE
113'
EXIST. LANE
EXIST. LANE
EXIST. LANE
I EXIST. LANE
I EXIST. LANE
6'
SIOEW
6"
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T= 346208 By: Date
By: Date:
By: Date
NE 4TH ST. RD. IMP. SHEET C3
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