HomeMy WebLinkAboutS-382408N
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FOUND NAIL IN CONC DOWN
N
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0
0.60' IN MONUMENT IN CASE
N:1763.2.2830
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E:1301981.5987
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NOTE.
CEDAR AVE S HAS TWO PARALLEL SEWER MAINS BETWEEN S 5TH STANDS 7TH ST" THE
PROPOSED SEWER IMPROVEMENTS ARE DESIGNED TO TRANSFER ALL EXISTING SIDE SEWER
CONNECTIONS FROM THE EXISTING 6" SEWER MAIN ON THE EAST SIDE OF CEDAR AVE S TO THE
535 CEDAR AVE S EXISTING 10" SEWER MAIN ON THE WEST SIDE. THE EXISTING 6" SEWER MAIN WILL BE REMOVED AS
PARCEL:
723150-0465 PART OF THE WATER MAIN REPLACEMENT. 513 CEDAR AVE S
PARCEL'
� W W
�'-- 30' 30'
U
I i
FOUND NAIL IN CONC DOWN
0,30' IN MONUMENT IN CASE
N:176852.4837
E:1301996.0306
A Isis CEDAR AVE S 535 CEDAR AVE S 723150-0490 501 CEDAR AVE S I m
PARCEL: 529 CEDAR AVE S 509 CEDAR AVE S PARCEL:
N D PARCEL: 723150-0465 PARCEL: PARCEL: 505 CEDAR AVE S
I� = m I 723150-0460
v1 23150-0470
PARCEL: 519 CEDAR AVE S EAVE 723150-0495 PARCEL:
723150-0505
y 723150-0470 PARCEL: 723150-0500 I M
EAVE (2)1
\ EAVE 723150-0485
12"CON
CONC
Ci.i..l.' m�F CRW DRIVE CONC EAVEo CONC 20"CON \
DRIVE. , DRIVE 16„C �� ^ / , ) _ CO C 79S y' o� .• I,
T c F cRw o m J% PRIy
W i P) EV TC P• CLF \
U M ECd P• T ECd P
TCa P
17 ,E 7Cd P•' ` i o
.. _ ° TCd P•." • CRW O
Jo ... ': •, '' e ..'.... .. .. °. ° :. 6•CW ° �. UO�. ..•. °•e:. 6"CVJ. -. � :. • �.. 0 � EV M �R
10"VCP(R)� 2/ • ;: .•EC$P q/N
PLUG
LLJ
CEtDAR AVE S E3a EH.
W LLJ _ _ - N 2 STW IP
T �( = 1
v1 > q
N
W 6 W P 6"W P D D N01'30'09"E 550.39' - - -ft1 _ _ 9
CTV P o, D
H
J m°° Ecd e'p cry P P w
LLJ.. ' . o.'. E d P ' ' ..6 C•W ,
6„W P ` PLL
P
GARAGE CRW CRW ° a - 4 . g .. -
J
CRW r� C r ° " . ' , V CTV P
= 42"CON -�220 •cn. CRW \ RW w T:._` :E•Cd(P� WM.. 6 CTV PLLJ
J C.i \ SEWER C.O. ;ARAGE CRW CC W e e CRW CRW i °:. CR • ,�.... e .CRW E d R WV. `.. :. N
J Q O ssMH, SSMH SEWER C.O. N176462.38 SEWER C.O. cRw CRW ARAGE CRw CRW cR '' -
RIM=221.48 E1301996.36 SEWER C.O. A\\VVS\\\V\ M
COC-218.08 RIM=21a.73 532 CEDAR AVE S N176434.8 N176498.3 CONC SEWER C.O. m GARAGE
COC=21 3.73 E 1301994.3 E 1301998.1 EX/STING SEWER C.O. ON N 1 02001.3 GARAGE E
GARAGE
PARCEL: DRIVE E 1301998.95 PARCEL: SEWERC. DECK m m
-8"GONG N& S N 176620.37 N 176693.47 o r 444 CEDAR AVE S
E 1302001.33 WOOD
Z (8-10"GONG N & S) 722140-0205 10"CLAY SEWER MAIN 504 CEDAR AVE S
722140-0180 x m o PARCEL:
0 SEWER C.O. SEWER C.O. EAVE E 1301986.30 508 CEDAR AVE S N 17679 �
N 176318.2 N 176368.8 518 CEDAR AVE S PARCEL: SEWER C.O. E 130 04.0 0 722140-0169
722140-0175 N 176775.5 SSMH
z E 1301994.5 E 1301996J PARCEL SSMH RIM=192.67
uj WOOD 528 CEDAR AVE S 722140-0190 EAVE E 1302003.8
RIM=194.33 IE=190.37(6"cl
PARCEL: DECK PARCEL:
722140-0212 722140-0200
IE=191.63(6"CONC S) DRY
CB TYPE IE=191.43(6"CONC N) BENCHMARK "V"
RIM=194.90 IE=191.33(8"CONC SE) TOP CENTER BOLT
IE=193.20(8"CONC W) COC=190.63 AT THE EASTERLY
EAVE BOT=192.40 (8-10"GONG W) AND CEDAR AVE S
-7
ELEVAnoN=lss.s2'
CEDAR AVE
1 SEWER NOTES: 526 PARCEL: S 500 CEDAR AVE S a TRANSITION COUPLING PARCEL:
722140-0190 o WITH RESTRAINED SYSTEM 722140-0167
TRANSFER AC77VE SIDE SEWERS FROM THE EXISTING 6" EX ROCKERY
CLAY SEWER MAIN ON THE EAST SIDE OF CEDAR AVE S FOR HDPE TO DUCT/LE IRON
TO THE EXISTING 10" CLAY SEWER MAIN ON THE WEST
SIDE OF CEDAR AVE S MH #3
* ALL SIDE SEWERS SHOWN IN THEIR AS -BUILT LOCATIONS EX $ D\ S�wER
FF HDPE (DR21)
22 LF OF 8 SHALL BE GRAY)
(COLOR OF PIPE
230..........................................................................................................................................................................................................................................................................................
: MH #3
N 17682& 63 176827.01 TO BE REMOVED AS
E '"'^,�v,�vT7e 1301989.84
PART:OFNEW WATER
N ... ..:..................:.....................................................................: INSTALL NEW 54" SHALLOW MH ............. ...... Cr ON .................. .
= -
MAIN ONSTRU
RlM i9��.-B+ 195.03 EX SSMH
IE 1O" N = 19&47i .MATCH EX. 190"64 N 176840.50
w EX/ST/lVG 6" SEWER MA/lV O/V EA
E 1302001 07
� ST S/DE Of RO ExlsrlNc. .................. E 80� _ . _ .MATCH EEC 19 .94: IEiM8-� 94.390.&3. :...... 210 .................
w .... OBE. - �9983 MATCH CROWNS 190.94 .
w 210 EX SSMH AD T ABANDO/V�cD ROAD' ABDVE SEWER IE 8" SE = 191.33
:/
(/1 N 176362.80 DUR/l�lG TR?mANSFER IE 6" N:=191.43
RIM 3o1218iso OF SIDE Sz�WERSAyD REMOI/ED D IE 6" S : = 191.63
Z 10" COC = • 213.73 DURING NE •
...:200......:.........:.........:.........:.........:.........:.........:.........:.........:......... ......... ......... ......... ......... ......... EX 101,C S ......... ..... 20:.........;......
w
WATER MAN INSTAL LAY EWER LAT/O/V
ABANDON N
IN PLACE
LL1
....190......:.........:.........:.........:.........:.........:.........:.........:.........:.................................................................................................................................:.........:.........:............. 190:. _
N
EX SS' H EX SSMH ' LLI
N 176842.71 N 176866:36 w
E 1301:990.11 : E 1302001.95 N
RIM=:193.92 RIM = 192.67
180......:.......................................................................................................................................................................................................................................... COC =' 189.6.2........... 180 ...IE 6" S = 190:37
• EXISTING UTILITIES ARE SHOWN FOR
ONE -CALL REFERENCE ONLY. CONTRACTOR
SHALL LOCATE
1-800-424-5555 UTILITIESIELD A MINIMUM OpF72XISTING HOURS
Know what's below. PRIOR TO CONSTRUCTION.
� Call before you dig. J
AMERICAN SURVEYING & ENVIRONMENTAL,
CONDUCTED AN AS -BUILT SURVEY OF ALL
NEWLY CONSTRUCTED SANITARY SEWER
SYSTEM TO PREPARE THESE FINAL RECORD
DRAWINGS. THE RECORD DRAWINGS REFLECT
THE AS -CONSTRUCTED CONDITIONS BASED
ON FIELD SURVEY DATA AND SHOULD BE
FIELD VERIFIED FOR ANY FUTURE USE. ALL
SANITARY SEWER SYSTEM STRUCTURES
WERE FIELD SURVEYED IN THEIR AS -BUILT
LOCATIONS AND ACCURATELY REFLECTED
HEREON. I NO
REVISION
suRVEYEO:
BRH
DESIGNED:
JDH
DRAWN:
JDH
CHECKED:
JDH, MAB
BY DATE APPR MPRO :
DMC
scA E:
VERncAL NAw'988 CITY OF
1 "=20' HORIZONTAL HAD 7993/1997 �I♦
RENTON
II- ONE IN
II DATUM
ATAT FULL
SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SC".E ACCORDINGLY
RENTON HILL UTILITY REPLACEMENT APR 2017
FlElDR00K:
RAC:
SANITARY SEWER DRAWING N0:
S-2
CEDAR AVE S SHEET.. OF.
53 89
ISI-10131812141