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EROSION CONTROL BLANKET (WSDOT 9-14.5(2))
PLACED IN ACCORDANCE WITH WSDOT SRANDARD
PLAN 1-60.10-01 - LIMITS TO INCLUDE ALL DISTURBED
AREAS STEEPER THAN 3H:1V - HYDROSEED AFTER
PLACEMENT OF EROSION CONTROL BLANKET
6"
STANDARD
TRENCH WALL
CONCRETE OR CONTROLLED
DENSITY FILL (CDF) KEYED
INTO EACH SIDE AND BOTTOM
OFTRENCH
CROSS- SECTION
NO SCALE
NATIVE FILL
6" MIN.
NATIVE FILL
6"
r
LOW PERMEABILITY TRENCH
PLUG KEYED INTO EACH SIDE
j l AND BOTTOM OF TRENCH
1 ,
6' MIN.
PIPE BEDDING
MIN.
LONGITUDINAL SECTION
NO SCALE
TRENCH PLUG DETAIL
NOT TO SCALE
V MIN
PLAN VIEW
3/4" DIA. SMOOTH BARS WITH
ENDS WELDED TO BAR FRAME
MAY BE REMOVED
NOTES:
1. CMP* END -SECTION SHOWN
2. ALL STEEL PARTS MUST BE
GALVANIZED AND ASPHALT COATED
(TREATMENT 1 OR BETTER). *OR
CPEP SMOOTH INTERIOR
2"X5" ANCHOR STRIPS WELDED TO 3/4" DIA.
BAR -FRAME (4 PLACES) SPACED UNIFORMLY,
FASTEN WITH 1/2" GALV. OR NON -CORROSIVE
BOLTS & NUTS.
3
Q 1
PIPE BEVELED PIPE
COUPLING END SECTION
SIDE VIEW
Know what's below.
Call before you dig.
3/4" DIA.
BAR -FRAME
— j 1-4" O.C. MAX.
SPACING
3"-5" FOR 18" DIA.
5"-8" FOR 24" DIA.
7%9" FOR 30" DIA. AND GREATER
DEBRIS BARRIER DETAIL
NOT TO SCALE
END VIEW
NO.
W
VA
I'D" \A/W17177 DI ACTIr'
SECTION A -A
i
14'
0 O� CO "v CD in 00
<� N N N N O
PARABOLIC CROWN
SPEED BUMP DETAIL
NO SCALE
7'
UNLESS OTHERWISE
NOTED ON PLANS
2
E
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O O
OQOQOQOQOQ0 O O
+E
Q; o0OQOQOQOQO INLET/OUTFALLPIPE
D O O O O O
OQOQOQOQOQOQOQOQ
O O O O O O O O
PLAN /
EXISTING AND/OR
PROPOSED GROUND \ C
O O O O
WELL GRADED 12" MIN. DEPTH
FILTER FABRIC
QUARRY SPALLS PER
WSDOT 9-13.6
TYPICAL INLET / OUTFALL RIRAP PAD DETAIL
SPEEDBUMP DETAIL
ADDENDUM NO. 4
ADDENDUM NO. 3
ADDENDUM NO. 1
6"
BEEHIVE GRATE ON DETENTION
PIPE ACCESS RISER
SPEEDBUMP DETAIL
REVISION
SURVEYED:
DESIGNED:
A BRAUN
ACB
1/28/14
WJF
ACB
1/24/14
WJF
DRAWN: F. KATONA
ACB
1 / 17/ 14
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
APPROVED:
S. COMFORT
6" MINIMUN
DIAMETER
PERMIT SET
SCALE
VERTICAL: NAVD 19M
AS NOTED HORIZONTAL.- NAD 19W/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
T
SURFACE SEAL; NATIVE SOIL OR OTHER LOW
PERMEABILITY MATERIAL.
GRAVEL BACKFILL FOR DRAINS; WSDOT
STANDARD SPECIFICATIONS, SECTION
9-03.12(4),
FOUNDATION STRUCTURE
DRAIN PIPE; PERFORATED OR SLOTTED RIGID
PVC PIPE LAID WITH PERFORATIONS OR
O
SLOTS FACING DOWN: TIGHT JOINTED; WITH A
POSITIVE GRADIENT, DO NOT USE FLEXIBLE
CORRUGATED PLASTIC PIPE. DO NOT TIE
BUILDING DOWNSPOUT DRAINS INTO FOOTING
LINE.
GEOTEXTILE FABRIC
FOUNDATION DESIGN
PER LANDSCAPE
AND
STRUCTURAL PLANS AND
DETAILS
FOOTING SUBDRAIN DETAIL
NO SCALE
ROOF DOWNSPOUT
SEE ARCHITECTURAL DETAILS.
6" PVC CAP
CUT HOLE TO ALLOW
DOWNSPOUT TO
PENETRATE WITH
1/8" CLEARANCE.
j 2" MIN
FINISH GRADE 41,
a
7 \ CLEANOUT
1.00% Z_
MIN.
PROVIDE
FITTINGS AS
6" PVC REQUIRED. BUILDING
FOOTING SUBDRAIN FOUNDATION SEE
STRUCTURAL
DETAILS
DOWNSPOUT CONNECTION DETAIL
NO SCALE
WALL, SEE STRUCTURAL DETAILS.
G 6" PVC
SCH 40 TYP.
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T 357
WHITE LETTERING WITH
3" BRUSH STROKE 4" RED STRIPE
�Aco
�1+
NOTES'.-
1. PROVIDE "FIRE LANE NO PARKING". LETTERING AT 50.0' INTERVALS.
FIRE LANE MARKING
NO SCALE
Checked for 99mpliance to City Standards
Lim -
tRCITY OF
RENTON
Planning/Building/Public Works Dept.
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'10NAL G1
NoncE T A C O M A - SEATTLE - SPOKANE • TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOWMENT DOES NOT DEROGATE FROM RESERVED
ONNERSHIP RIGHTS IN IT THIS DOCUMENT IS FOR USE 2215 North 30th Street, Suite 300 Tacoma, WA 98403
ONLY FOR THE PROJECT.1. W THE RTLE BLOCX
AND IS NOT TO BE USED FOR REPAIR RDAODEL OR 253.383.2422 TEL 253.383.2572 Fax www.ahbl.com WEB
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROECT.
DAIS:
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O14
SITE IMPROVEMENTS Fl°DB°°K:
RENTON SCHOOL DISTRICT PAGE:DRAWING NO:
DETAILS C6'9
SHEET: OF:
35 35
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