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CD W/ C.I. BEEHIVE GRATE SLOTTED TRENCH DRAIN / 1�j z
4'x4' RIP —RAP RIM=179.60 CB 2 TYPE 1
AROUND CB (OLYMPIC SM60 BH) OVERFLOW yy/ TRAFFIC BEARING GRATE # CB# 3, TYPE 2-48 /
RIM=172.75 W/ VANED GRATE W/ VANED GRATE
cb INV=170.64 (6"E&W) MIN 12" WIDE W/ 1/2" SLOTS RIM=180.05 RIM=186.66 / 21' ACCESS/UTII
NCO INV=170.02 (12"S) INV=176.75, INV=180.51 (6-SE) EASEMENT
- - INV=179.21 (12"S)
23LF 12' DI CL 50 ----
. _
.' .... j .
:. 1 A
GRATED LQCkI-NG LID•
AL T.O.P OF IU5
:, GRAVEL
4 x4 .SUMP... REMOVE A :
•ACCESS 5 X1 ABLE AC 7'
GR E/PANEL,Wf 'X2'.:HINGE:D,
LO KABLE ACCESS ' DO.QR .
1
�. _ ]2" VENTILATIQN- PI
�PE,
YP.�E SECTION-- � 1
B—B)
5,
6" PVC @ 0.50% MIN
DIRECTLY TO VAULT 1" HDPE PRESSURE 6" PVC
SEWER LINE FOR LOT 3 0.50% MIN
YARD DRAIN
RIM183.71 1
IE= 83.71
'
VAULT PLAN
FRAME, GRATE & SOLID LOCKING LID SCALE 1 "=10'
MARKED 'DRAIN' WITH LOCKED
BOLTS, TYP.
80'
VAULT ACCESS
9" MIN COVER 4" CSTC 5'x10' GRATE ACCESS
RIM=181.87
I RIM=185.27 7
SEE CONTI
STRUCTURE DE-
INV=17
SECTION A -A
SCALE 1"=10' HORIZ.
1 "=2' VERT.
1111
Encompass',
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
S �MES
of WAsh, Q
U�co 10 Z
38285
O�SS �NA��
SEE FOOTING
DRAIN NOTE AT
RIGHT
12"
ASPHALT
THICKENED EDGE 10
12"
— 28'x97' PRIVATE DRAINAGE EASEMENT
— CLEANOUT
8"
5' SEWER EASEMENT
FOR LOT 3 PRESSURE
SERVICE LINE
I
I
RIM=181.87
W/GRATED LOCKING GRATE
0z
OVERFLOW RISER ELEV=178.76
HANDHOLDS OR
STEPS OR LADDER
SK �� 0111 TYP. ,CRS DWG. N0.
RISER
EL=176.58 0.39" ORIFICE
0.64" DIA ORIFICE
PIPE SUPPORT:
3%.090 GAGE
BOLTED OR EMBEDDED
2" IN WALL AT MAX.
3' SPACING. MIN
ONE SUPPORT.
INV=172.76
12" S.D.
OUTLET PIPE
EL=170.76
RESTRICTOR PLATE
SHEAR GATE W/
CONTROL ROD
—SEE KCRS DWG. NO. 2-026
0
.1 z
04
_z
LO.40" DIA. ORIFICE
0
I
168.6
172.26
I� 4' MIN. 1
CONTROL STRUCTURE DETAIL
Iv
v1/27/17
5
REVISED DITCH STORMDRAIN
BCS
TJR
SURVEYED: ----
4
TAPER FRONTAGE CURB/ MOVE SS
BCS
1/17/17
TJR
DESIGNED:
3
REVISED PER CITY REVIEW
BCS
4/20/17
NEM
TJR
2
REVISED PER CITY REVIEW
BCS
3/20/17
TJR
DRAWN' BCS
1
REVISED PER CITY REVIEW / ADD VAULT
BCS
2/16/17
TJR
CHECKED:
TJ R
NO.
REVISION
BY
DATE
APPR
APPROVED:
TJ R
1"=2' VERT.
REMOVABLE WATER—
TIGHT COUPLING.
4" PIPE
PLATE WITI
ORIFICE AS �— 6" MAX.
SPEC. BELOW
ELBOW DETAIL
N TS
SCALE:
VERTICAL: NAVD 1988
1 "=20' HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
21
tRCITY OF
RENTON
Planning/Building/Public Works Dept.
SECTION B-B
SCALE 1 "=10' HORIZ.
1 "=2' VERT.
THESE PLANS ARE "AS —BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF AUGUST
30, 2018.
STEVEN D. McCASKEY PLS 42676
12" PVC
VENTILATION PIPE
TYPICAL FOR TWO
CORNERS OF VAULT
12" LAYER OF
FREE —DRAINING GRAVEL
FILL OR PREENGINEERED
DRAINAGE MAT TO
EXTEND FULL HEIGHT
OF BURIED WALL, TYP.
6" PERF PVC FOOTING
DRAIN WITH DRAIN
ROCK WRAPPED IN
FILTER FABRIC
DISCHARGE TO CB#1
IE=173.1
NOTE:
SEE APPROVED STRUCTURAL
VAULT PLANS.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:
Date:
BY:
Date:
BY:
Date:
BY:
Date:
DATE:
CARPENTER SHORT PLAT 10/27/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A
PAGE: N/A
DRAWING NO:
VAULT PLAN & DETAILS 137m
SHEET:
OF:
4 15
R
3
9
0
8
0
4