HomeMy WebLinkAboutR-430612MAPLEWOOD HEIGHTS ELEMENTARY SCHOOL
A PORTION OF THESE 1/4 OF THE NE 1/4 OF SEC. 15, TWNm 23 N.,
RGEm 05 E. W.M. CITY OF RENTON, KING COUNTY, WASHINGTON.
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CAST IROK FRAME AND
COVER, SEE NOTE 3 --
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CLEANDUT RISER, SEE NOTE 2
SOIL TIGHT 45' BEND
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15" PIA
FRAME SECTION
PAVED AREA [TYP. )
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COUPLER
tMDE RORA IN, FOOTING
DRAIN CDLLI`CTOR, OR -
i`
ROOF DRAIN COLLECTOR
PFPF, SEE NOTE 1 I CLEANOUT RISER LOCATED WITHIN
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' I EXTEND GLEAN4UT RISER
a` ABOVE DESIGN PONDINN3
ELEVATION OR PER PLANT
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GRAVEL BACF{FLL1 FOR DRAINS
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4" STiiGJ4f'AHED Cn69LE':
— PER WSDOT E-0.3-11(2)
NOTESo
I. DIAMETER TO BE 8-INCHES F,iNIMUM PRIVATE, S-INCHES MIN1µ1_ M PUELIC UNDERDRAI�N PIPE PER STD- PLAN 252,10.
2, CLEANOuT RISER SHALL BE SAME MATERIAL AS CONNECTED udNDERDRAIN, FOOTING DRAIN COLLECTOR, QR ROOF DRAIN COLLECTOR PIPE
3, FRAME AND COVER SHALL BC Ed PRODUCTS 3BT5ZIPT AND N75APT OR APPROVED EOUX, COVER TO BE LOCKING WITH ALLEN HEAD BOLT. MARKED -STORM` CR
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4, FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BbORETENTION PONDING AREA. POUR 8' THHC4. Y32' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSN
GENERAL NOTES:
1, CLEANOUTS FOR UNDERORMN. FOOTING DRAIN COLLECTOR, AND ROOF DRAINi COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY IOD FEET. AT
EVERY 90 DEGREE OR SECOND 45 DEGREE aEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE CLEANOIITH SHALL BE INSTALLED TO ALLaW FOR MniNTE1fAJNCE ACCESS TO ALL PIPES
FITTINGS
2 ALL SHALL BE SCIL T1GHT.
3 CLEANGUT RISER SHALL BE LOCATED OUTSIDE OF BIOREfENTIDN PON DING WHERE POSSIBLE
4. CLEANCuTS SHALL NOT FiE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERwiSE APPROUEI} 13Y THE CFTY.
UNLESS OTHERWISE NOTED. DRAWING15NOTTOSCALE!NTS,
5TD, PLAN - 2, "00
PUBLIC WORKS N+eD IIPlaauy;
*11 DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha1: �A�j$�����a o
' sldwu DATE
STORM DRAIN CLEAN OUT
NOT TO SCALE
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18:
LL
19
CORNER OR
END POSTS
10' MAX. - SEE SPECIFICATIONS
KNUCKLE FABRIC 1/2 WAY
UP RAIL FOR SAFETY (TOP
AND BOTTOM)
FENCE FABRIC,
2" GALVANIZED MESH -
SEE SPECIFICATIONS
FOR ADDITIONAL
INFORMATION
CONCRETE
FOOTING
2'-0" M I N
NOTES:
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
CHAINLINK FENCE
NOT TO SCALE
CORNER OR
END POSTS
BRACE RAIL
X
GALVANIZED
CHAIN -LINK
FENCE FORK
LATCH KIT
DIA. TRUSS ROD FOR
GATES 6' AND WIDER
VARIES - J N
SEE PLANS
10" MIN. 0
PER PLANS
6" TYP.
SWING PERSON GATE
NOT TO SCALE
TOP RAIL
BOTTOM RAIL
10" MIN. DIA
STANDARD GATE HINGE
FENCE FABRIC - 2"
GALVANIZED MESH
BANDS AND STRETCHER BAR AT
END AND CORNER POSTS
%4" X 1/4" FLAT STRETCHER
GATE FRAME
HOLD BOTTOM RAIL BETWEEN
1 1/2" AND 2" FROM FINISHED GRADE
FINISH GRADE
CONCRETE FOOTING
NOTES:
1. SUBMIT SHOP DRAWINGS FOR ALL FENCES AND GATES.
2. SEE SPECS FOR FINISH INFO.
3. ALL POSTS TO BE INSTALLED WITH CAPS.
R=430612
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TACOMA - SEATTLE • SPOKANE • TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
Project Title:
MAPLEWOOD HEIGHTS
ELEMENTARY SCHOOL
Client:
RENTON
SCHOOL DISTRICT
ANDREW HOLLENBACK
300 SOUTHWEST 7TH STREET
RENTON, WA 98057
Project No.
2230871.10
Issue Set & Date:
PERMIT SET
J U N E 21, 2024
6/20/2024
NOTICE
ALTERATION OF THIS DOCFIIENT SHALL IWADATE THE
PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF
THIS DOCUIENT DOES NOT DEROGATE FROM RESERVED
OMlERM RK M N IT. THIS DWAIENT IS FOR USE
ONLY FOR THE PKIECT WIRED N THE TIRE BLOCK
AID IS NOT TO BE USED FOR REPAR, REMODEL OR
ADDITION TO THAT PROM OR FOR ANY OTHER PKIECT.
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A
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Revisions:
Sheet Title:
NOTES AND DETAILS
Designed by: Drawn by: Checked by:
JH JH DCN
Sheet No-
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