HomeMy WebLinkAboutSWP2703595.8a
GASKET MAT ER ,!
SUFFICIENT TO PREVEN7
SLAB FROM BEARING ON
RISER TO BE PROVIDED BY
ICONTRACTOR.
CONSTRUCTION LOADS
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THETOP OF THE PIP
THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS• : •CONSTRUCTION
EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN• GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC],
4 PIPE SPAN, AXLE LOADS (kips:,
INCHES .� �,��.o� #4 DIAGONAL
7 BAR (TYP. 4 PLA
18-50 50-75 t 5-110 110-150
SEA NC
MINIMUM COVER (FT)
12-42 2,.0 2„5 � 3.0 3.0
48-72 1300 3.0 3.5 4.0
78-120.0 3.5 4.0 4.=
126- 144 3.5 4.0 4.5 4.5
I
CONTRACTOR PROVIDE • ,COVER REQUIRED
AVOID DAMAGE TC THE PIP E, MINIMUM COVER'�S MEASURED FRO�,A THE TOP OF THE PIPF TO THF 7',—
r y
k(.'A"ONSTRUCoT1ON LOADING DIAGRAM
� A,L.: x. N wTT T. .
SPECIFICATION FOR CORRUGATED STEEL PIPES '-ALUMINIZED .TYPE, 2 STEEL
SCOPE
THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE
CORRUGATED
.A .: : teal DETAILED - . PROJECT ataf
ALUMINIZEDTHE TYPE 2 STEEL COILS SHALL CONFORMO THE APPLICABLE
REQUIREMENTS
Q: w I • r
1 •
THE CSP SHALL BE MANUFACTURED Ir. APPLICABLF
REQUIREMENTS OF
AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
ALL FABRICATION
aai* PRODUCT SHALL • r WITHIN THE
UNITED STATES.
OPENING IN
PROTECTION
SLAB FOR
CASTING
ACCESS CASTING TO .
M"
r • r �AL01"
-A 6 1
N
TD11
r, rx A
a
SEE TABLE
SHALL. BE. IN ACCORDANCE WITH RECOMMENDATIONS OF THE NCSPA.
(NA TIONA. .ORRUGATED STEEL PIPE ASSOCIATION: .
ROUND OPTION PLAN VIEW
INSTALLATION
,...,�.�..� NOTES:
9
•
R41106.•
IIIIIHNIIIII
L
OPENING If
PROTECTIOI
SLAB POI°
AST�N4
i •
-
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS 1. DESIGN IN ACCORDANCE WITH AASHTO. 17th EDITIO
FOR HIGHWAY BRIDGES, SECTION 26, DIVISION 11 OR ASTM A 798 AND
IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 2. DESIGN LOAD HS25.
IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR
RESPONSIBILITY- i
GUIDELINES ` SAFE PRACTICES.
CONSTRUCTION LOADS
CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW
THE MANUFACTURER'S OR NCSPA GUIDELINES.
4. CONCRETE STRENGTH = 3,500 psi
5. REINFORCING STEEL = ASTM A615, GRADE 60.
6. PROVIDE ADDITIONAL REINFORCING AROUND
OPENINGS EQUAL TO THE. BARS INTERRUPTED,
HALF EACH SIDE. ADDITIONAL BARS TO BE IN
THE SAME PLANE. 4
i
REINFORCING TABLE
**BEARING
� CMP
A O B REINFORCING PRESSURE
RISER
(PSF)
2411
041
2619
#5 @ 12" OCEW
2,410 4
4'X4'
#5 @ 12" OCEW
1,780
30"
O 4'-6"
3211
#5 @ 12" OCEW
2,120 I
4'-6" X 4'-611
#5 @ 12" OCEW
1,530
36"
O 5'
38"
#5 @ 10" OCEW
1,890
5' X 5'
#5 @ 10" OCEW
1,350
42fl
O 5'-619
4Q""
#5 @ 10'" OCEW
1,720
f
51_61f X 51-61
#5 @ 9" OCEW
1,210
O 6'
SQ,a
#5 @ 9" OCEW
1,600
6' X 6'
#5 @ 8" OCEW
1,100
A
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MANHOLE CAP DETAIL
INTERRUPTED
SEE • 4
D=359508
e design and information shown on this drawing is provided PROJECT No.: SEQ. No.: DATE:
� as a service 4o the project owner, engineer and contractor by � `� � /� ��� ® w
CONTECH Construction Products Inc. or one of its afrdiated ` A ��I/�VVIEi�V 0120" UNDERGROUND DETENTION SYSTEM 131250-002 131250 002 9/1d10
companies ("CONTECH"). Neither this drawing, nor any part IW M =' _ ��V� �� ® t �a'n
thereof, may be used, reproduced or modified in any manner �/ �� ® i mu I• ® DESIGNED:: DRAWN:
without the prior written consent of CONTECH. Failure to/^�®` ■ � �p AZURE RIDGE APARTMENTS r�T ®L F
comply is done at the user's own risk and CONTECH expressly -_-_, ____ ___- ____ �oNS��VMT�®N '�C■ ('RS DETENTION ����n,lt�
disclaims any lability or responsibility for such use. PRODUCTSe� SYSTEMS
mw.®_ ____ „--_ www.contech-cpi.com — ® CHECKED: APPROVED:
a If discrepancies between the supplied information upon which _.__ CONTECH R E N TO IDS: � WA
the drawing is based and actual field conditions are encountered _ 11835 NE Glenn W I d i n 9 Drive, Portland, OR 97220
w, r -_-- --__
t as site work wogresses, these discrepancies must be reported 1 7/119/11 SYSTEM REDE SIGNED Daa"'.� � CONTRACT
to CONTECH immediately for reevaluation of the designSITE DESIGNATION- . N /A SHEET NO..
CONTECH accepts no liability for designs based on missing, l 800-548-4667 503-240-3393 800-561-1271 FAX �� i�RAWING
incomplete or inaccurate information supplied by others. f A DATE REVISION DESCRIPTION BY 4 O� 4
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