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TYPE 11-72 J..
SHEAR GATE
CA TCH BASIN
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SECTION VIEW
N
STANDARD a
F,
OUTLET OF TEE SEC770M
SHALL BE SMOOTHED WALL
METAL PIPE W1TH OUTSIDE
DIAMETER 1/4"LESS THAN
INSIDE DIAMETER OF
CONNECTING PIPE
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FT'°�pe
CS 2, TYPE 11-60��
SCALE: 1 " = 2'
CONTROL STRLJCTLIRE NOTES:
1. PIPE SIZES AND SLOPES- PER PLANS
2. OUTLET CAPACITY. NOT LESS THAN COMBINED INLETS.
J. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN
ACCORDANCE WTH THE REQUIREMENTS FOR CATCH BASIN TYPE
2, 60" MIN DIA.
4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF
SAME MATERIAL, AND BE ANCHORED AT 3' MAX SPACING BY
5/8" DIA STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2"
IN WALL.
5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060"
ALUMINUM OR .064 ALUMINIZED STEEL, OR .064" GALVANIZED
STEEL PIPE, • IN ACCORDANCE WITH AASHTO M 36, M 196, M 197
AND M 274. GALVANIZED STEEL SHALL HAVE TREA TMENT 1.
6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH
A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR
GROUTED INTO BELL FOR CONCRETE PIPE.
7. THE VER77CAL RISER STEM OF THE RES7RICTQR/SEPARATOR
SHALL BE THE SAME DIA AS THE HORIZONTAL OUTLET PIPE, WITH
AN 8" MIN DIA.
8. FRAME AND LADDER OR STEPS OFFSET SO THAT,•
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE
C. FRAME IS CLEAR OF CURB.
9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.•
OUTLET PIPE TO HAVE SM007H O.D. EQUAL TO CONCRETE PIPE
I.D. LESS 1/4"
10. MUL77-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON
ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE.
co 24" X 24" X 4" SQ 07" X 8" CLEANOUT
INLET GRATE
FLUSH MOUNT
(CAST -IN)
PLAN VIEW
CURB BY
OTHERS
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WEIR
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ENGINEERED MEDIA
PROVIDED BY CONTECH
0
ELEVATED GRATE AND FRAME
(CAST INTO CAST -IN PLACE COLLAR
BY OTHERS)
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BY CONTECH 9
2'-6" L
SECTION A -A
DESIGNA L OVERALL OVERALL
WIDTH CAPACITY
4 x 4 4'-0" 4'_-8'-0" 2.97 CFS
4 x 6 4'-0" -0" 5'-0" '-0" 3.00 CFS
4 4'-O" $'-0" 5'-O" 12'-0" F5
6 x 6 6'-0" 6'-0" 7'-0" 10'-0" 3.04 CFS
4'-0" 12'-0" 5'-0" 16'-0"
6 x 8 6'- W-0" 7'-0" - 3.08 CFS
6 x 10 6'-0" 10'-0" -0" 14'-0" 3.11 CFS
o �
6 x 12 6'-0" 12'-0" 7'-0" '-0" 3.15 CFS
7 7'-0" 13'-0" 8'-0" 17'-O" S
C::NTECH®
ENGINEERED SOLUTIONS LLC
www.ContechES.com
605 Global Way, Suite 113, Linthicum, M❑ 21090
866-740-3318 OFFICE 866-376-8511 FAX DATE:3-24-14
PRECAST FILTERRAQ UNIT
INTERNAL BYPASS - GRATE INLET
SCALE: NONE PRODUCT No.: FTIB-G DRAWN BY: CJA
TREE N C TE.• TREE SHA L L BE A JA PA NESE MA PL E (A CER PA L MA TUM)
OR EQUIVALENT APPROVED BY CITY OF PEN TON AND CONTECH.
1 REWSED DRIVEWAYS, SSMH 2 & SELECT SERVICES LMT 1412118
M ITCH EVENS, PLS S[ L F I ERW-A-* NAVG 19M
2 ADJUST LOTS 6-6 LMT 5/22118 CE9GNm: AS NOTED NORIZOWAL WD 11OW/1"I
3 UPDA TED CURB RAMP PER CITY COMMENTS LMT 6115118 SHAWN COOPER
4 WATER UPDATES PER FIELD CONDITIONS SDC 7110118 DIRAWN:
SHAINN COOPER ONE INCH DATUM
5 REWS1ONS TO EAST END OF ALLEY (SW 3RD CT) CH 8/10/1$ �" BREff K. PUry""" "�� PE "r FULL CfY1F
� IF WT ONE 111CH
NO. REVISION BY DATE APPR SME 1CCOMML1`
BREIT K PUDIST'5, PE
I 9/IS/z�
CITY OF
REN TON
Planning/Building/Public Works Dept.
R-393516
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
LANGSTON ALLEY PROJECT
ROAD AND UTILITY IMPROVEMENTS
ROAD & STORM DRAINAGE DETAILS
AS -BUILT
9/18/20
PAM
DRAWING NO:
RD-07
20 27
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