HomeMy WebLinkAboutWWP2703684.1IE=198.31, 6" E
CONNECT TO EX.
CITY INSPECTOR TO VERIFY
CONDITION OF EX CATCH
BASIN AND DETERMINE IF
REPLACEMENT IS REQUIRED.
A PORTION OF THE NW 1/4 OF SEC 5, TWN 23 N, RGE 05 E, WM KING LINTY, WASHINGTON
N 26TH STREET
I �
SAWCUT EX ASPHALT PAVEMENT
-6.5' WIDE PATCH PER
DETAIL 110 (TYP)
0+99 I
16' PERVIOUS /
OF ROW , `L CONCRETE OR
ASPHALT b
DRIVEWAY N
LEDGE OF EX PAVEMENT APPROACH
i8% MAX SLOPE
15 LF, 6"0 SD
O S=4.60% /
--
7---
I�
h S-
/ CB TYPE 1
,40 / N:190701.07
E:1302366.06
00 RIM=204.00
IE=199.00, 6"�►
2
TOP OF SLOPE
'-------- - ---------------- -------------------------------
SDCO ROOF DRAIN
SDCO CONNECTION IE=206.5
IE=200.5 6"D SD
S=2% MIN
5' PRIVATE STORM
EASEMENT
6" 0 SD ® S=2% MIN
SEE DETAIL SHEET 2
SETBACK
1
FP=209.0
FF=210.5
-- -- -- -- --
RETROFIT EXISTING FIRE
HYDRANT WITH 5" STORZ
ADAPTER
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
ENGINEERS L L C
®CONSULTING
344008thAvenue South
1 ® 1 1
Suite 205 V'/f�
r
Federal Way. WA 98003
FEDFRAI. YNv (253) &-4-e173
www.esmcivil.com EVEREIT (425) 297-9900
I
Civil Engineering
Land Surveying Land Planning
Public Works
1 Project Management 1 Landscape Architecture
ESM
JOB #258-040-012
ADDITIONAL ROW
TO BE DEDICATED
SD IE=207.6
SS CR-205 5
N f
1 16' PERVIOUS
I CONCRETE OR
I ASPHALT
DRIVEWAY
cv APPROACH
N 8% MAX SLOPE
N
19'03'54" W 210.21 ' /
02
�/
!, SDCO ROOF DRAIN
/ � CONNECTION IE=208.9
EXTEND SERVICE, RELOCATE
EX %" WATER METER
SS STUB SDCO ROCKERY DRAIN
IE=205.0 / CONNECTION IE=208.0
WATER SERVICE PER
DETAIL 320.1 (TYP) / LOT 2 TO UTILIZE EX SIDE
/ SEWER CONTRACTOR TO VERIFY
LOCATION & ELEVATION
ELEV=215.0 (EST)
------------------------
/ 6' KEYSTONE BLOCK WALL.
BUILDING PERMIT WILL BE
REQUIRED (TYP)
2
/ FP=216.0
FF=217.5
S'
MiN
—216--,
212-- \
N 89'03'54" W 207.60'
0
FIRST SUBMITTAL
ESM
1
SECOND SUBMITTAL
ESM
2
THIRD SUBMITTAL
ESM
3
FOURTH SUBMITTAL
ESM
N0.
REVISION
BY
f I
� 1
12+04
I I
RETROFIT EXISTING FIRE
HYDRANT WITH 5" STORZ
ADAPTER
CONNECT TO EX 8" DI WATER
MAIN PER COR STDS. (TYP)
CONNECT TO EX 8" 0 SS I
PER COR STDS_ (TYP) I I
-� i I
16' PERVIOUS ` I
CONCRETE OR I
ASPHALT
DRIVEWAY
APPROACH
/8% MAX SLOPE \� 40/04
NN co ry
1 N
6 0 PVC SIDE SEWER I r
PER DETAIL 406.1 (TYP)
SS STUB
SDCO ROCKERY DRAIN , IE=212.0
CONNECTION IE=215.0
SD IE=213.7
SS CR=212.7 (EST)
3
FP=223.0
FF=224.5
ROOF DOWNSPOUT INFILTRATION
TRENCH PER DETAIL ON SHEET
UT-02. SIZE TRENCHES 30 LF
PER 1000 SF OF ROOF AREA
(TYP)
9
``220 222\
\
S=36840 I
ROOF DRAIN
CONNECTION
n
SCALE: 1 " = 10'
10 5 0 10 20
CONTOUR INTERVAL: 2'
CHECKED FOR COMPLIANCE TO CITY STANDARDS
104/13 SURVEYED: SCALE:
1988 DATE:
128/13 DESIGNED: 1 =to HORIZONTAL: : NAD D 1983/1991 CITY OF N 26TH STREET SHORT PLAT 06/06/201
• • 3/1y
/25/ 13 1113 FIELDBOOK:
�06/13 DRAWN: R E N TO N PAGE:
ONE INCH DATUM DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. UTILITIES PLANS & UT-01
IF NOT ONE INCH
DATE APPR APPROVED: SCALE ACCORDINGLY DRAINAGE CONTROL PLAN SHED OF
1 2
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