HomeMy WebLinkAboutCMP DETENTION SYSTEM PLANS - 10-00305 - Henderson Apartments - Bldg #1, 20 Units7T-0" -
60'-1"
3'-6" 1� 012'' STUB'(B1) BAND TYP. 012° STUB (C1)
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (4) PAGES.
CUSTOMER DATE
BILL OF MATERIALS
PIECE
QTY
0
CORRUGATION
GAUGE
FINISH
LENGTH
TOTAL
A
1
84
3X1
16
ALT2
26-0"
26 -0 --
6 -0"B
B
1
84
3X1
16
ALT2
11'-6"
11'-6"
C
1
84
3x1
16
ALT2
11'-0"
11'-0"
D
1
84
3x1
16
ALT2
11'-0"
11'-0"
E
1
84
3x1
16
ALT2
26-0"
26 -0 --
6 -0"F
F
1
84
3x1
16
ALT2
11'-6"
11'-6"
G
1
84
3x1
16
ALT2
11'-0"
11'-0"
H
6
84
3x1
16
ALT2
24'-0"
144'-0"
TOTAL MANUFACTURED LENGTH
252'-0"
VAX*1w-4!!!lITdI7111111L
JI.HLt: I = l U
VOLUME: 9,352 C.F.
LOADING: 1-120/1-125
SYSTEM INV = 12.53
012" STUB (F1)
12"INV =15.53
84" INV = 12.53
FITTINGS AND MISCELLANEOUS
PIECE
QTY
0
CORRUGATION
GAUGE
FINISH
LENGTH
Al
1
12
2 2/3" x 1/2"
16
ALT2
5-6"
A2
1
12
2 2/3" x 1/2"
16
ALT2
2'-0"
B1
1
12
2 2/3" x 1/2"
16
ALT2
2'-0"
C1
1
12
2 2/3" x 1/2"
16
ALT2
2'-0"
D1
1
36
2 2/3" x 1/2"
16
ALT2
TBD
F1
1
12
2 2/3" x 1/2"
16
ALT2
2'-0"
BANDS
14
84
LADDERS
1
NOTES
• ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
• ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF
RISERS AND INLETS, SHALL BE VERIFIED BY THE
ENGINEER OF RECORD PRIOR TO RELEASING FOR
FABRICATION.
• ALL FITTINGS AND REINFORCEMENT COMPLY WITH
ASTM A998.
• ALL RISERS AND STUBS ARE 2%" x/2" CORRUGATION
AND 16 GAGE UNLESS OTHERWISE NOTED.
• RISERS TO BE FIELD TRIMMED TO GRADE.
°.H prpjept pwner engineer and ppN 01ir by
_pHi li Product° Inc. nr nne n° arrirataa
\ /
,
Q�84 UNDERGROUND DETENTION SYSTEM — 423089-001
423089
0
001
—
9/24/2010
'CO TECH
meanie. r�°°NTE°"�,. Neither ihi. drawing, nor any pad
,
thereof, may be used, reproaucetl or modified in any manner
°°NTE°", Failure t°
�
�.►,;: ■ �= r.
� � _�.�
�,,,�` `_
DESIGNED:
DRAWN:
wimZ the PH.' wdtten °nn.e°` of
amply i. done at the°�era nw^a."°nd C°NTEC"°.prea.ly
coNsrRucTioN PRo�ucrs INC.
CMP DETENTION SYSTEMS
H E N D E RSO N APARTMENTS
AS
FCS
disclaims any liability or responsibility for such use.
If diecre between the lied inform t— which
Panties supe upon
www.contech-cpi.com
CONTECH
REXBU RG ID
CHECKED:
APPROVED:
b, drawing i.bg and actualrield°onaI,,.areeneHep-ea
wpd� mese di.erepanpie. mp.t be rep°^ed
11835 NE Glenn Widing Drive, Portland, OR 97220
CONTRACT
prpgre..e.
t° CONTECH immediately for re-evaluation of the design.
SITE DESIGNATION: C M P D ET
SHEET NO.:
coNTECN a�apt. no rabn ty fn, deign. baeea - mi..mg,
MARK DATE
REVISION DESCRIPTION BY
800-548-4667 503-240-3393 800-561-1271 FAX
DRAWING
of 4
ppmplere or inaoouratemmrma6pn.uppred by°mer..
TYPICAL SECTION VIEW
SCALE: N.T.S.
ELEVATION
RISER (TYP.)
SEE DETAIL
END
TYPICAL RISER DETAIL
SCALE: N.T.S.
LIMITS OF
REQUIRED
BACKFILL
36"
TYP.
O PIPE
PLAN
C? Z
rl1A��T
TYPICAL MANWAY DETAIL
SCALE: N.T.S.
° d e prp;ept pwner engineer and a°ntraefnr by
amduc,° Inc. nr n° arfirataa
coNrbm
\ /
,_
.r
Q�84 UNDERGROUND DETENTION SYSTEM — 423089-001
423089
0
001
—
9/24/2010
ib ,
meanies("°°NTEd— Neither,hisdifiidi n°r any Pad
'CONTECH
thereof, may be used, reproduced or modified in any manner
°°CONT" raip t°
�.►,;: ■ &= r.
_ �.�
�,,,�` `_
DESIGNED:
DRAWN:
b -ply the p twbtten —bnof
nm°l—,by
CONSTRUCTION PRODUCTS INC.
CMP DETENTION SYSTEMS
HENDERSON APARTMENTS
AS
FCS
bithe°.eraownd°"°na°°Nre°"°.Pmaaly
disclaims any liability or responsibility for such use.
If discm between the lied inform t— which
Panties supe upon
www.contech-cpi.com
CONTECH
REXBU RG ID
CHECKED:
APPROVED:
the drawing isbaaed and --I field c°ndiuens are an—n—d
wpd< these di,erepanpiee meet be rep°^ed
11835 NE Glenn Widing Drive, Portland, OR 97220
CONTRACT
prpgressee
to NT CH immediately for re-evaluation of the design.
SITE DESIGNATION: C M P D ET
SHEET NO.:
co"recN a�ep,e nn Iiabnity fnr designs baaef on missing,
800-548-4667 503-240-3393 800-561-1271 FAX
DRAWING
2 of 4
ppmplere pr inaoourate inf.—ti°n eupp, dby pmera.
MARK DATE
REVISION DESCRIPTION BY
u
FOUNDATION/BEDDING PREPARATION
KEY 0
3
1. RIGID OR FLEXIBLE PAVEMENT
,���_
�LITO^V®
2. GRANULAR ROAD BASE
.r
Q�84 UNDERGROUND DETENTION SYSTEM — 423089-001
_
423089
__
001
9/24/2010
mpanlaa C'CONTECH",. Nalther this drawing, n°r any pad
thereof, may be used, reproduced or modified in any manner
CONTECH Ealp t°
�.►,;: ■ �= r.
� _�.�
�,,,�` `_
J 4 ,�% � �'� A ,�, � L.v,��,C) Via, �•. .- ['vi`��.. �,!'� i � L`� ,'i ill`. ' A�-C
DESIGNED:
FOUNDATION/BEDDING PREPARATION
3. 12" MIN. FOR DIAMETERS THROUGH 96"
18" MIN. FOR DIAMETERS FROM 102"
AND LARGER MEASURED TO TOP OF RIGID
OR BOTTOM OF FLEXIBLE PAVEMENT.
4. SELECT GRANULAR FILL PER AASHTO M145
A1, A2 OR A3, OR APPROVED EQUAL.
PLACED IN 8" LIFTS (COMPACTED TO MIN.
90% STANDARD DENSITY PER AASHTO T99.)
5. GRANULAR BEDDING, ROUGHLY SHAPED TO
FIT THE BOTTOM OF PIPE, 4" TO 6" IN DEPTH
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND
STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED
DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL
MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, 4"
- 6" OF A WELL -GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING.
BACKFILL
THE BACKFILL SHALL BE AN A1, A2 OR A3 GRANULAR FILL PER AASHTO
M145, OR A WELL -GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER
(SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8"
LOOSE LIFTS AND COMPACTED TO 90% AASHTO T99 STANDARD PROCTOR
DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO
MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND
AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A
TWO LIFT (16") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL
PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT
THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC
CONDITIONS, AS APPROVED BY SITE ENGINEER.
BACKFILL DETAIL
3 SCALE: N.T.S.
25-1/2"
10C CORRUGATED
BAND
CONNECTION DETAIL
CORRUGATIONS PIPE PRODUCTS
2-2/3"X1/2' GALVANIZED
ALUMINIZED
BITUMINOUS COATED
FIBER -BONDED
ALUMINUM
2-2/3" x 1/2" RIVETED PIPE
1 1/4" (31.75MM) THK. 24"
(648MM)
WIDE NEOPRENE FLAT
GASKET
RODS & LUGS
OPEN CELL NEOPRENE GASKET. ASTM SPECIFICATION D-1056,
GRADE 2C3, SKINNED ALL FOUR SIDES OF ONE-PIECE CONSTRUCTION
NEOPRENE GASKET
GENERAL NOTES:
1. REFER TO CONTECH BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER
TYPES.
2. BANDS FOR PIPE -ARCH ARE THE SAME AS FOR EQUIVALENT DIAMETER ROUND PIPE.
3. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
12" THRU 48" 1 -PIECE
54" THRU 96" 2 -PIECE
102' THRU 144" 3 -PIECES.
4. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.
5. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2-2/3" X 1/2".
6. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
z 10—C BAND DETAIL
3 SCALE: N.T.S.
-TECH° eppleptpwnere°gl"cera"dpp"tra�tordy
C...H nn Products Inc. nr nne °r Its arrirated
KEY 0
3
1. RIGID OR FLEXIBLE PAVEMENT
,���_
�LITO^V®
2. GRANULAR ROAD BASE
3. 12" MIN. FOR DIAMETERS THROUGH 96"
18" MIN. FOR DIAMETERS FROM 102"
AND LARGER MEASURED TO TOP OF RIGID
OR BOTTOM OF FLEXIBLE PAVEMENT.
4. SELECT GRANULAR FILL PER AASHTO M145
A1, A2 OR A3, OR APPROVED EQUAL.
PLACED IN 8" LIFTS (COMPACTED TO MIN.
90% STANDARD DENSITY PER AASHTO T99.)
5. GRANULAR BEDDING, ROUGHLY SHAPED TO
FIT THE BOTTOM OF PIPE, 4" TO 6" IN DEPTH
PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND
STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED
DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL
MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, 4"
- 6" OF A WELL -GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING.
BACKFILL
THE BACKFILL SHALL BE AN A1, A2 OR A3 GRANULAR FILL PER AASHTO
M145, OR A WELL -GRADED GRANULAR FILL AS APPROVED BY THE SITE ENGINEER
(SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8"
LOOSE LIFTS AND COMPACTED TO 90% AASHTO T99 STANDARD PROCTOR
DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO
MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND
AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A
TWO LIFT (16") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL
PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT
THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE.
OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC
CONDITIONS, AS APPROVED BY SITE ENGINEER.
BACKFILL DETAIL
3 SCALE: N.T.S.
25-1/2"
10C CORRUGATED
BAND
CONNECTION DETAIL
CORRUGATIONS PIPE PRODUCTS
2-2/3"X1/2' GALVANIZED
ALUMINIZED
BITUMINOUS COATED
FIBER -BONDED
ALUMINUM
2-2/3" x 1/2" RIVETED PIPE
1 1/4" (31.75MM) THK. 24"
(648MM)
WIDE NEOPRENE FLAT
GASKET
RODS & LUGS
OPEN CELL NEOPRENE GASKET. ASTM SPECIFICATION D-1056,
GRADE 2C3, SKINNED ALL FOUR SIDES OF ONE-PIECE CONSTRUCTION
NEOPRENE GASKET
GENERAL NOTES:
1. REFER TO CONTECH BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER
TYPES.
2. BANDS FOR PIPE -ARCH ARE THE SAME AS FOR EQUIVALENT DIAMETER ROUND PIPE.
3. BANDS ARE NORMALLY FURNISHED AS FOLLOWS:
12" THRU 48" 1 -PIECE
54" THRU 96" 2 -PIECE
102' THRU 144" 3 -PIECES.
4. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS.
5. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2-2/3" X 1/2".
6. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
z 10—C BAND DETAIL
3 SCALE: N.T.S.
-TECH° eppleptpwnere°gl"cera"dpp"tra�tordy
C...H nn Products Inc. nr nne °r Its arrirated
\ / uTCAV®
,���_
�LITO^V®
.r
Q�84 UNDERGROUND DETENTION SYSTEM — 423089-001
_
423089
__
001
9/24/2010
mpanlaa C'CONTECH",. Nalther this drawing, n°r any pad
thereof, may be used, reproduced or modified in any manner
CONTECH Ealp t°
�.►,;: ■ �= r.
� _�.�
�,,,�` `_
DESIGNED:
DRAWN:
the Pd°` w"tten � a"` of
°mplylsd°neattheuaersnw^da"andC°NTECHe.Pressiy
coNsrRucTioN PRo�ucrs INC.
CMP DETENTION SYSTEMS
HENDERSON APARTMENTS
AS
FCS
disclaims any liability or responsibility for such use.
Panties suPP upon
If discre between the lied inform t— which
www.contech-cpi.com
CONTECH
REXBU RG ID
CHECKED:
APPROVED:
the drawing la based and a,p Ifiield°onditim, are -m—ed
wp these di.erepa"plee .pet be rep°^ed
11835 NE Glenn Widing Drive, Portland, OR 97220
CONTRACT
prpgressee
to CONTECH immediately for re-evaluation of the design.
SITE DESIGNATION: C M P D ET
SHEET NO.:
CONTECH —pt, no liability f°r designs baeed on ,nissin9,
800-548-4667 503-240-3393 800-561-1271 FAX
DRAWING
3 OF 4
ompler —n—b- inf,,,,t,,, epppred by others.
MARK DATE
REVISION DESCRIPTION BY
I
1
1
TEMPORARY COVER FOR
CONSTRUCTION LOADS
HEIGHT
OF
COVER]
CONSTRUCTION LOADS
A
ACCESS CASTING TO BE
PROVIDED AND INSTALLED
BY CONTRACTOR.
I -- - - - -
I iv
FINISHED U
GRADEo 0 p— - amort — --cL —I� -0--
FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER
THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW.
THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED
GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC.
PIPE SPAN,
AXLE LOADS (kips)
INCHES
,�I�
,r
Q�84 UNDERGROUND DETENTION SYSTEM — 423089-001
18-50
1 50-75 1 75-110 1 110-150
A
ALUM.
MINIMUM
PRESSURE
COVER
FT
3.0
3.5
4.0
4.0
12-42
48-72
4.0
4.0
5.0
5.5
78-120
4.0
5.0
5.5
5.5
*MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL
COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO
THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE.
3 CONSTRUCTION LOADING DIAGRAM
4 SCALE: N.T.S.
SPECIFICATION FOR CORRUGATED STEEL PIPE -ALUMINIZED TYPE 2 STEEL
SCOPE
THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF
THE CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS.
MATERIAL
THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE
REQUIREMENTS OF AASHTO M274 OR ASTM A929.
PIPE
THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE
REQUIREMENTS OF AASHTO M36 OR ASTM A760. THE PIPE SIZES, GAGES
AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS.
ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE
UNITED STATES.
I
GASKET MATERIAL
SUFFICIENT TO PREVENT
SLAB FROM BEARING ON
RISER TO BE PROVIDED BY
CONTRACTOR.
HANDLING AND ASSEMBLY
SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF
THE NATIONAL CORRUGATED STEEL PIPE ASSOCIATION
(NCSPA)
SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26,
DIVISION II OR ASTM A798 AND IN CONFORMANCE
WITH THE PROJECT PLANS AND SPECIFICATIONS.
IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS
THE CONTRACTOR SHOULD DISCUSS AND RESOLVE
WITH THE SITE ENGINEER.
IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR
TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES.
#4 DIAGONAL TRIM
BAR (TYP. 4 PLACES),
SEE NOTE 7.
1
OPENING IN —
PROTECTION —
SLAB FOR
CASTING
INTERRUPTED BAR
REPLACEMENT, SEE
NOTE 6.
I
O CMP RISER
CL
>-w
�w
0
OB 11" TYP.
SECTION VIEW
Q OA
O
OB
11 -�Izl
#4 DIAGONAL TRIS
BAR (TYP. 4 PLACES
SEE NOTE r
2" COVER
(TYP)
OPENING I
PROTECTIO
— SLAB FOI
CASTIN,
STANDARD STAND/
REINFORCING, REINFORCI.�,
SEE TABLE SEE TABLE
REINFORCING TABLE
\ /
A���%uTCAV ®
,�I�
,r
Q�84 UNDERGROUND DETENTION SYSTEM — 423089-001
**BEARING
0 CMP
A
0 B
REINFORCING
PRESSURE
RISER
HENDERSON APARTMENTS
REXBU RG ID
SITE DESIGNATION: C M P D ET
DESIGNED:
AS
DRAWN:
FCS
(PSF)
24
O 4'
26
#5 @ 12" OCEW
2,410
SHEET NO.:
4 OF 4
4'X4'
#5 @ 12" OCEW
1,780
30"
O 4'-6"
32
#5 @ 12" OCEW
2,120
4'-6" X 4'-6"
#5 @ 12" OCEW
1,530
O 5'#5
@ 10" OCEW
1,890
36"
5'X 5'
38
#5 @ 10" OCEW
1,350
42
O 5'-6"
44
#5 @ 10" OCEW
1,720
5'-6" X 5'-6"
#5 @ 9" OCEW
1,210
48
{� 6'
50
#5 @ 9" OCEW
1,600
6' X6,
#5 @ 8" OCEW
1,100
** ASSUMED SOIL BEARING CAPACITY
A
ROUND OPTION PLAN VIEW
NOTES:
1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION
2. DESIGN LOAD HS25.
3. EARTH COVER = 1' MAX.
4. CONCRETE STRENGTH = 3,500 psi
5. REINFORCING STEEL = ASTM A615, GRADE 60.
6 PROVIDE ADDITIONAL REINFORCING AROUND
SQUARE OPTION PLAN VIEW
INTERRUPTED BAR
REPLACEMENT,
SEE NOTE 6.
7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND
BARS A MINIMUM OF 12" BEYOND OPENING, BEND
BARS AS REQUIRED TO MAINTAIN BAR COVER.
8. PROTECTION SLAB AND ALL MATERIALS TO BE
PROVIDED AND INSTALLED BY CONTRACTOR.
9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY.
OPENINGS EQUAL TO THE BARS INTERRUPTED, 4 MANHOLE CAP DETAIL
HALF EACH SIDE. ADDITIONAL BARS TO BE IN 4 SCALE: N.T.S.
THE SAME PLANE.
-TEcH° d e Pm;ept pwner engineer and °pmra°tnr by
consw�dnn Pmd°ct° Inn. nr nn° nr IN arriratea
\ /
A���%uTCAV ®
,�I�
,r
Q�84 UNDERGROUND DETENTION SYSTEM — 423089-001
423089
0
001
-
9/24/2010
mpanies r'CONTECH",. Nelthar this drawing, nor any pad
thereof, may be used, reproaucetl or modified in any manner
the Pdpr w"tten r a"` of CONTECH Failure to
amply is done at the°�era nw^aa"and CONTECH °.pmaaly
disclaims any liability or responsibility for such use.
Panties Supp upon
If discm between the lied inform t— which
tbedrawing plgedandactualrieldco.AiuoneareeneHep—a
wpd� prpgressee these di°°repanpiea mp=t be repp�ed
to CONTECH immediately for re-evaluation of the design.
co "recti a °pta nn rabn y mr daaigne bae°a on miaamg,
pomplate or ina� b- mrormatipn s,ppred by Amara.
�.►,;: ■ �= r.
coNsrRucTioN PRo�ucrs INC.
www.contech-cpi.com
11835 NE Glenn Widing Drive, Portland, OR 97220
_�.�
�,,,�` `_
CMP DETENTION SYSTEMS
CONTECH
CONTRACT
DRAWING
HENDERSON APARTMENTS
REXBU RG ID
SITE DESIGNATION: C M P D ET
DESIGNED:
AS
DRAWN:
FCS
CHECKED:
APPROVED:
800-548-4667 503-240-3393 800-561-1271 FAX
SHEET NO.:
4 OF 4
MARK DATE REVISION DESCRIPTION BY