HomeMy WebLinkAboutSWP2703595.6Iw
um
EXTEND ANGLES TO
EDGE. PLACE ANGLES ----v
ON OUTSIDE OF SYSTEM.
REINFORCING ANGLE
10 BE DESIGNED AT --`
FINAL DRAWINGS
I
y
7. STEEL BULKHEAD
i
T • D G,..
SCALE:
TO BE DESIGNED
A FINAL DRAWINGS
1
1
3/32
. X-12 �P
EMENT
RISERS ARE PROVIDED TO THE SITE AND SHALL BE TRIMMED IN THE FIELD BY
THE CONTRACTOR. TO HAVE THE RISERS PRE TRIMMED, PLEASE PROVIDE
THE DISTANCE FROM GRADE TO THE RISER ON THE DIMENSION BELOW.
FINAL GRADE
MISER —.— (GRASS)
ELEVATION
(BOTTOM OF ASPHALT
OR TOP OF CONC"'`� re
SCALE: N.T.S.
BILL'
MATERIALS
IE: lE
QTY
..:.m�m�..y.....:...
O b
r..r...... us.,+m..�e_..�n...:.. .:....... :�wn.u�,.-w...m+.c......a s„
CO RR Ge !
.,.... ...,
AIJGE
FINISH
�6__ I�IGT
TOTAL
A
2
120
5"
X 1'
12
ALT2
19'-6"
39'-0"
B
2
120
5"
X 1"
1'
ALT2
20'-0"
40'-0" i
C
1
120
/1
5
II
X 1
12
ALT2
9 1 to
1 —6
1 II
19 —6
a
�i D
1
120
5"
X 1"
12
ALT2
201.0,1__sAa.
E
1
12`1
5"
X 1"
AL' 72
201-011 I
1
120
5"
X 111
I
1 ?
ALT2
201-011
1
20'-0"
x __.s ;
u....,.._.T
. .........,.
_�,w.�y..n
.. .,
r [
2Q —QII
� a 11 r-
., 1 20 1, 5 X 1la � 1 �? � a� ° �— 20'-0" �
120 1
1
j
I
!
�
.�
2
t 120
511
X 111
12
I AI_.
201-0'°
40'-0"
TOTAL MANUFACTURED LENGTH
238'-011
r
THE RISER BY
FROM GRADE,
TYPICAL �SECTION
VIEW
SCA! 1. N.' S
-...,..�.�:::.®,...ou.,......,.........,_,=m .. r_.._...:..,.., .....�......�. ,..»-.....,,.,,...�:..m .�...u.:..:..... ,.,-,...,...M._..,....x...��. v _...k_r..., �,rt..�. . n...,-....:�a,.a..�... ,.m.-�,..,.._.-...._...�._......,,.,m�.,......v.:..._...........,-�..,�,4_,,,...>.e,......,,._,.,..u...,.. ...�.... ................fi... .�.__,..4.. m,..�,.....n,..-_............................
t
TINGS AND MISCELLANEOUS
PIECE QTY � CORRUGATION N AUGE FINISH � ENGT _s
C1 1 12 2-2/3" X 1I7" 1 ALT2 25-0"
r
D1 1 G x .'.4' X 112a" r; AI� '}
v € ar 2
+ E
El 1 1 ? ALT2 ..�
36 2-2/3" X 1 /2" ALT2
1 ;
G1 36,._�,.._.m.—,..2.-2/3" X 1/2" A 2
H 1 1 12 2-2/311 X 1 /21' 16 ALT2 7'-0"
a
BANDS 12G '
t 4
i
.ADDERS 4
BULKHEADS 4 120 N/A 12 STEEL
D=359506
I I ne orsign ano lntormatlon snows on tnls arawtng Is provlceo
as a service to the project owner, engineer and contractor by PROJECT
CONT=CH Constnaction Products Inc. or one of its affiliated \�\I//`UV����FY A��I��lowC^u®
O.:
_ _ 120" UNDERGROUND DETENTION SYSTEM _ 131250-002 131250
companies ('CONTECH";. Neither this drawing, nor any part ® __ � � �' � !��
thered may be used, reproduced or modified in any manner �.., ® ■ ��►, �` MW
DESIGNED:
comp : the prior written consent of and
CONTH r allure to AZURE RIDGE APARTMENTS KT
oomph is sanyli at the uses awn risk and c;oN9`rcwl expressly __- ___. ____ y- CONSTRUCTION PRODUCTS INC. AMP DETENTION SYSTEMS
� disclawns any liability or responsibility for such use.
,----
i If discepancies between the supplied information upon which---- w,contech-cpi.com CHECKED: z CONTECH R E N TO N WA
A
the drawing is based and actual field conditions are encountered 11835 N E Glenn VV l d l D g Drive, Portland, O R 9 7 2 2 0
toI
I site work progresses, these discrepancies must be reported SITE DESIGNATION
NIA
to CGtVTECH immediately for re-evaluation of the design. 1 7/19/11 SYSTEM REDESIGNED DLFCONTRACT SHEET NO.:
CONT=CH accepts no liability for designs based on missing, 800-548-466i 503-240-3393 800-561-1271 FAX DRAWING
I incomO-ete or inaccurate information supplier. 1,by others. MARK DI��Iw. REVISION DESCRIPTION BY �------------
SEQ. No.: DATE:
002 9/1 /10
DRAWN:
DLF
APPROVED
2 Ol= 4
Q i .0 w I" I9