HomeMy WebLinkAboutS-368401A PORTION OF THE NW 1/4 OF SEC 5, TWN 23 N, RGE 05 E, WM KING UNTY, WASHINGTON
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N 26TH STREET '
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N 1907?6 9° �I' - `� SAWCUT EX ASPHALT PAVEMENT
E* 1309336 ° ` �6.5' WIDE PATCH PER
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RIM =196 ac, o�i� DETAIL 110 TYP
X ] i_F 8'� SS 11514 s s (TYP)
�-- s�� - s - _� �� 0+99 s -,_._
s •, ` r- SD 4 5- 14.269
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2 CONCRETE R '� 'CONCRETE OR
F _. _ OF ROW ! ASPHALT o / I 16' PERVIOUS - - -- D-
EX CB i I_
ILL! N 19072_.51
'o E.13023 9. �' _ DRIVEWAY _ �+ ASPHALT X
RIM 199 6a EDGE OF EX PAVEMENT APPROACH -
a_ DRIVEWAY
IE= 198 -14 e NE,SE i8% MAX SLOPE APPROACH �I -
IE 196.4'. 12 E,,v � � � _ "15 LF, 6Y SD ��� � 89, MAX SLOPE'-
O 5 =4.608 / = 0.21'
N 89'03'54" W 21 1
EX 10 F SD 9 1
RETROFIT EXISTING FIRE
HYDRANT WITH 5" STORZ
ADAPTER
- P - -- — P —
- -- P - - -- PI P
CONNECT TO IX 8" DI WATER
MAIN PER CDR SIDS. (TYP)
4- +04
CONNECT TO EX 8 "0 SS
PER CDR STDS_ (TYP)
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16' PERVIOUS \ EX S
CONCRETE OR - N
ASPHALT ' E ^_o
DRIVEWAY 3
- RI I _ ,
APPROACH
87 MAX SLOPE co,
N N
_�- - - - -- -- SEWER
E 1,302--66,-,l E, / — - -- , CONNECTION IE= 206.5 - - -_
ADDITIONAL ROW _- --' - --- -° ��___-_______.� _ I '
EX C
� PER DETAILID406.� (TYP)
-
Rfi, - 199. - 1 �X SDCO ROOF DRAIN , SDCO ROOF DRAIN '
v> > TO BE DEDICATED CONNECTION IE =208.9 /
IE -198 31 6" E N SDCO E=207.6
° SS CR 05 5 E
E =19831 6" N \V CATS
a h � ;: IE =200.5 S 2 %DM® _ 'I ! EXTEND SERVICE, R =p
CONNECT TO IX. ,� - - EL SDCO ROCKERY �_ I j
CITY INSPECTOR TO VERIFY 4r -- --- -- -- - _ IX )4' WATER METER 0 CONNECTIONS IE= 2115.0
CONDITION OF IX CATCH iCB TYPE 1 5' PRIVATE STORM SS STUB - r SDCO ROCKERY DRAIN - - - - - - - - - - - - - - - -
N :190701.07 EASEMENT
BASIN LAC
REPLACEMENT ISRREQUIRED. E:1302388.06 IE =205.0 ;CONNECTION IE =208.0 f
% 1DN1 RI13023660 6 "0 SO 0 S =2% MIN 3A" WATER SERVICE PER SO IE =213.7 I
/ a IE-199.00, 6*0 SEE DETAIL SHEET 2 'DETAIL 320.1 (TYP) / \ LOT 2 TO UTILIZE IX SIDE SS CR =212.7 (EST) i; I SEWER CONTRACTOR TO VERIFY
�FF�tVV TI OCATI�N & ELEVATION
EE
2 11
15.0 (EST)
EDGE OF IX PAVEMENT
6' KEYSTONE BLOCK WALL
BUILDING PERMIT WILL BE
3 \ REQUIRED (TYP) /
29' II �
FP =209.0
I
3 y/ 10�' � FF= 210.5• /
y •• S5BACK FF =217.5 C
h
FF =224.5 co
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'. TOP OF SLOPE
ROOF DOWNSPOUT INFILTRATION
TRENCH PER DETAIL ON SHEET
1 ,
�o 1 � I, UT -02. SIZE TRENCHES 30 LF
S' 'i p PER 1000 SF OF ROOF AREA
N V - Ml /y I I 1 (TYP)
I ROOF DRAIN
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-- --- - -- - - - -- -- - - - - -- - - - - - CONNECTION
- - I
x-2161_A� 0
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z /r \ �i - N 89'03'54' W 207.60' r _
S 3 6840
RETROFIT EXISTING FIRE
HYDRANT WITH 5" STORZ
ADAPTER
CONSULTING ENGINEERS LLC
WARNING: SU°°°W' ""°a °"" I ®
F I ®I®►I
.., Q5 eJe.al WeY. WA
THE UTILITY LOCATIONS SHOWN www.eamcivil.com� I"
ARE APPROXIMATE ONLY. DEPTH."'"'
UNKNOWN. CALL 1- 800 - 424 -5555. ESM JOB #258- 040 -012
0 FIRST SUBMITTAL I ESM 12/04/131 "'""E1EP ... : rrn,Nw:.,tee
'N w,X. /,�, CITY OF
1 SECOND SUBMITTAL ESM /28/13 oESex � 1 X10 !L
2 THIRD SUBMITTAL I ESM 14/25/131
3 FOURTH SUBMITTAL /
�°"E
R E N TO N
„ g /Public
Works Dept.
IF, .E.
NO. REVISION BY DATE APPR .Y"aahn. w "COfldNLy
1 -1
SCALE: 1 " = 10'
10 5 0 10 20
CONTOUR INTERVAL: 2'
CHECKED FOR COMPLIANCE TO CITY STANDARDS
aNe
N 26TH STREET SHORT PLAT 06/06/2DI
UTILITIES PLANS & LJT-01
DRAINAGE CONTROL PLAN . 1 °Y.2