HomeMy WebLinkAbout1591.1� TAYLOR PLACE
30,
16' (NW 6th ST.)
18�(TAYLOR PL)
10 ! (N.W. 6 th ST. )
12'1 (TAYLOR PL)
0.02
EXIST. ASPHALT
BM = 156.58' [RRl2SPIE K1.0' UP ON S.E.FACE
POWER POLE AT NW CORM=R
4TH AND STEVENS AVE NW.
0 = 860 16' 00��
L = 150.56'
R=100
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NOTE: BUILDING SETBACK LINE ALONG DRAINAGE
SWALE IS It' BACK FROM TOP OF BANK.
N
DATUM
CITY OF RENTON \\90 X\S�'\S 2y.2 T3
SCALE: I"= 40' l�1 ��CJ COUNT
�'\�K
F\RE �� C
EX. 8° WATER �pEtP SER ae
SANITARPRMO�p q SER TO BE
d N I \NSTA ACE I�NSTALLED,YSEE SEWER PLAN
$.124th ST. EX.VALVE
IICHAMBER, SET
RIM TO FINISHED
GRADE EL.
d=66027'58" \ Sw� ' RIP -RAP END OF
I
L = 116.0ISWAGE
� 'DRN\NPG�
IIR=100 RAG"
II ,
FL
_ z II
w
Q
g' II
W II EX wE "4, 0
0.02 i► l4 ° DEPTH >
CEMENT CONCRETE W
•�/��x � SIDEWALK
°— W ! II
CUT EXIST. ASPHALT iN STPAGHI -"VERTICAL CURB AND GUTTER
LI N E AND TACK COAT TO NEW CITY OF RENTON STANDARD
ASP HALT.
v2COMPACTED DEPTH CLASS B ASPHALTIC CONCRETF
�4" COMPACTED DEPTH CRUSHED SURFACINC
1 ;/2" TOP COURSE
2 1/2" BASE COURSE
6 GnAVE-'_ S;SE-IF SOIL CONDITION REQUIr%ES
SECTION A -A
ROAD CROSS SECTION
INSTALL DRAINAGE SWALE, SEE DETAIL
° a� 2
\5'MiN.TYP. " wP'`�R Q
A
a
d` NEw 31 SSE
�p ( NO \A3 g6
j
�\'+ <o NEON (\ONS\E\-p ,O FpJ 3 0 CJ
�OF RE �OOPN��� <pc FTF o
CRC; WPC Ep TAR p
a P�pvE�08�RE,\M�� �346� S88036'04"
H
2 DBE PE \ toa g sER�I� 265'
.94
flj 'L o tiV ,RE\OCpPNo- sErPgpO v�Plg
\ \ 9' / � ✓ � //� SEX.
FL
DRAINAGE SWALE
N. T. .
GENERAL NOTES: I. ALL WORD( SHALL BE ACCOMPLISHED IN ACCORDANCE
WITH CITY OF REN ,ON STANDARDS.
2.INSTALL WATER SERVICES AS SHOWN AND TAP INTO
8" MAIN OR 4" MAIN AS REQUIRED BY AND IN ACCORDANCE
WITH THE C;TY OF RENTON.
3.DISCONKJECT WATER SERVICE TO EXISTJNG HOUSE AND
RECONNECT TO LOT 3 WATER SERVICE. EXISTING WATER
METER AND SERVICE WILL BE USED FOR FUTURE BUILDING
ON LOT 4.
4. STORM DRAIN PIPE SHALL BE ALUMINUM HELICAL CMP (14GA.)
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