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PIPE
COUPLING
NOT TO SCALE
1' MIN
CROSS- SECTION
NO SCALE
1-% l A 0, 1 A /1 r\ A
MAY BE REMOVED
TES:
AMP* END -SECTION SHOWN
2. ALL STEEL PARTS MUST BE
GALVANIZED AND ASPHALT COATED
(TREATMENT 1 OR BETTER). *OR
CPEP SMOOTH INTERIOR
3/4" DIA. SMOOTH BARS WITH
ENDS WELDED TO BAR FRAME
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
�1
BEVELED PIPE
END SECTION
SIDE VIEW
3/4" DIA,
BAR -FRAME
3"-5" FOR 18" DIA.
5"-8" FOR 24" DIA.
7"-9" FOR 30" DIA. AND GREATER
NOT TO SCALE
RECORD NOTE 10iei2M
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON
INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS
INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT
RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS
WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT
AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT
ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS
ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE.
C. MAX.
SPACING
END VIEW
1011 \A/L.JITC DI AQTI('
WI
VA
SECTION A -A
14'
o a� 00 o In 00
C6 CV CV N CV O
1'+ 1'+ 1'+ 1'+ 1'+ 1'-1
7'
PARABOLIC CROWN
SPEED BUMP DETAIL
NO SCALE
*8�
* UNLESS OTHERWISE
NOTED ON PLANS
2'
00000000 00000000
00000000000 O 0
+ O O O O O O INLET/OUTFACE PIPE
a 00000000000
O O 0 O 0
0 00000000
O O O O O O O 0
PLAN /
EXISTING AND/OR i
PROPOSED GROUND pu�F �..
O0 0 0 O O 0 PA&
FILTER FABRIC WELL GRADED 12" MIN. DEPTH
QUARRY SPALLS PER
WSDOT 9-13.6
TYPICAL INLET / OUTFALL RIRAP PAD DETAIL
SPEEDBUMP DETAIL
6" MIN.
'/(I1 M1111111
�— 24" MIN, --j
BEEHIVE GRATE ON DETENTION
PIPE ACCESS RISER
SPEEDBUMP DETAIL
1 AS —BUILT DRAWING
NO. REVISION
SunvUED:
061CNED:
A BRAUN
-- ORAYVN:
F. KATONA
EMO kM. WJF CHECKW. FIERST
BY APPR APRON: COMFORT
6" MINIMUh
DIAMETEF
AS-BUILTS
SCALE:
HORQ AL_ NAID � 991
AS NOTED
ONE LNCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCN.E ACCORDINGLY
=� I 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
OUNDATION DESIGN
ER LANDSCAPE AND
TRUCTURAL 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.
2" MIN
FINISH GRADE 4"
WALL, SEE STRUCTURAL DETAILS.
6" PVC
SCH 40 TYP.
7 CLEANOUT °'
a �
°
1.00% L °
MIN.
............................................... .
PROVIDE
FITTINGS AS
6" PVC REQUIRED. BUILDING
FOOTING SUBDRAIN FOUNDATION SEE
STRUCTURAL
DETAILS
DOWNSPOUT CONNECTION DETAIL
NO SCALE
WHITE LETTERING WITH
3" BRUSH STROKE
NO SCALE
T=371
Checked for Compliance to City Standards
tR CITY OF
RENTON
Planning/Building/Public Works Dept.
4" RED STRIPE
�Po� ,p�ciS vvo0 l
�s`SIONAL�1
\0��°
NO110E T A C 0 M A - SEATTLE • SPOKANE TRI-CITIES
ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF
THIS I ROTS
DOES NOT DEROGATE FROM RESERVED OWNE2215 North 30th Street, Suite 300 Tacoma, WA 98403
OMNRSIIIP IGHTS RT L THIS DOCUMENT IS FOR USE
ONLY FOR THE PROJECT IDENRFED IN THE TITLE BLOCK
AND IS NOT TO BE USED FOR REPAIR, RE,/M OR 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT.
DATE
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O14
SITE IMPROVEMENTS 1 PAGE
RENTON SCHOOL DISTRICT PADS
LxtAMRNO No:
C6'9
DETAILS
SHEET: oF:
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