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I #3 RAR IrACH CORNEP
43 BAR EACH SIDE
iYi AA It� CA fir_
>r3 OAR EACH CORNER
18- MIN.
43 BAR HOaP
FRAME AND VANED GRATE
-� Sa
6"OR12"
ONE #3 aAR HOOP FOR B- HEIGHT
TWO 43 BAR HOOPS FOR 12" HEIGHT
RE-GTANGULAR ADJUSTMENT SECTION
fn_
PRECAST BASE SECTION
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12'
PLA[N CONCRETE
j
ALL METAL PIPE
15,
I,FMP*
12-
(S70J SPEC.9-05.20)
SOLID WALL PVC
1V
(STI]_ SPEC,
PROF] L E WALL PVC
t5,.
0-TD- SPEC. 9-05,12(2)}
* CORRUGATED POLYETHYLENE
STORM SFWF:R PIPE
NOTES
1. As acceptable altematives to the re bar shown in the PRECAST BASE
SECTION. fibers (placed according to the Standard Specifications), or
wire mesh hawing a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST SASE SECTION. Wire mesh shall not be }placed in the
knockouts_
2. The knockout diameter shall not be greater than 20". Knockouts shall
-lave a wall thirkness of 2" minimum to 2.6" maximum. Provide a 1,5"
minimum gap between the knockout +,Wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
S. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must he instslled with the flange down.
5. The precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shahi be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall he set in mortar in accordance with
Standard Specification 9-04.3.
y
PUBLIC WORKS CATCH BASIN TYPE I STD. PLAN — 200.40
) # DEPARTMENT
T. MARCH 20OF
CATCH BASIN TYPE 1 SD1
NOT TO SCALE COT
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
9706 th Ave NE
O��oW.
FaGgecc
��` Di ed
FOR ACCURACY. CONTRACTOR SHALL
Suite
Seattle, WAA 98115
�P Tim y
-
FIELD VERIFY GRADES, UTILITIES AND
on
ALL OTHER EX FEATURES &
belein
P: 206.523.0024
CONDITIONS. IF CONDITIONS ARE NOT
F: 206.523.1012
0 476 020.o
AS SHOWN &/OR PLANS CANNOT BE
www.dcgengr.com
�ccsR"GISTt 8'0
S/ONAL
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
'T"FFIC RATED CAST IRON
CLEAN CLrT sox ccvER. CAST
IRDN VALVE 50K OR EIOUAL •-
PAYED AREA -
SOEL T
COUM
UNDERPRAIN 1
SEE Noft- I —
�f
TOOWERFLOW
STRUCTURE OP
STORM MAN
SQL T"T 45' BFND
TYPICAL CLEANOUT CONFIGURATION
TRAFFIC RATED LOCI6ING CAST IRON LID
OR VALVE BOX PER M ANUFACTUAER
A:ECCt>r1IAIEN13ATIONS SEE NONE 2
LANICSCANNIG
EXTEN[,3CLF.r'INDIJT
T" ABOYEOESIGN PONONa
ELEVATION OR P£R PLAN —
r' [ESIGN PON"NO
EIVAT1QQ11
{r
FERNOG GASKETED
OUK CAP OR SW LAR
5 REAMSEO COBBLE.
PER MDOT 943 Itf2,
2' x 7 it 1' THICK
CONCRETE COLLAR
=_
A00 WALVE BOX EXTENSION
OF; SOIL PIPE A$ NEM$$ARV - —+� �� .LLI
TO ACColI POOATE: 0 0 OF �—ZT-rI
MSER PIPE -� i — T— —♦i-I—
r--[[ LL
�- TI[
,RHZELL.'' �!-
CLIfANOUT TOP LOCATED V"THIN
EIORETEWrION PONOING AM
I LJNDp RDMN PIPE PER &T O PON 2W00 04AMETEP TQ 13E S-WYq IES MIN PRIVATE $44CHES MILK PUR61QQ
2 CLEANOUT GQYIER TO Elf LOCKING WITH A4LEN DEAD BOLT. YARKEG'tII�aIN GLEAtt(]iJr,- C1 E�uEV0IJ1 CO, OR 91htILAR
GENERAL ROTES:
t UNDERDRAIN5 FOR STORUMTEN -FACILITIES SHALL HAVE AN AOCESS PO4NT (CLEANOU7 OBSE'RVATJON PORT. OR
OVERFLOWSTRUCTURE) AT EACH ENDANOA WINYUu1A OF EVERY 190 FEET OF PIPE
2 CLEANOUTPIPE 8HAALL %E SAFAE S1M AM %WnRIAL A5 UNI7EPFURAIN PIK
3 CI_LK.ANOL" %V.0 f3E PWSTALL90 TO A14LDVV FOR MAINTENANCE AZUSS TO ALL PIPES
4 AL6 FITTINOS SHALL. K 50IL TIGHT
5 UEANQUT RISEN TOP SHALL BE LULATEDOUTSIDE: OF FACILITY UNLI=E53 APPIRO D OTHERw3f. AND OIITSIDE OF PONCING
AREAS YWHERE POSSIFtF
UNLESS OTHENWEbE NpTEI>', DAAWIN41S IWOTTO SCALE (Nn
STD. PLAN - 826.00
PUBLIC WORKS AP GVF0
DEPARTMENT STORNIINAT R FACILITY LEA IDLfT �tf 117
STORMWATER FACILITY CLEANOUT SD2
NOT TO SCALE C07
SURVEYED: SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
DESIGNED:
CT
2 C❑NSTRUCTI❑N RECORD DRAWINGS CT 01/08/20 DRAWN:
RB/CT ONE INCH DATUM
1 P❑ST-PERMIT REVISI❑N- UTILITY C❑NFLICT CT 01/25/19 CHECKED: AT FULL SCALE
TG IF NOT ONE INCH
N 0. REVISION BY DATE AP P APPROVED: TG SCALE ACCORDINGLY
Order #
Farm Created: 1008/2018 09:05:13 AM
Nylocirplast Bash WeblD: 122283-1539711007
fIMIfI ��j�i �.
A dtvl�divisiono f LEAL[Lrri..Awj. SHOP DRAWING Customer approval
ure
Project Name Merrill Gardens Dia. H
Struct No. I
GB ❑ty,
Prepared By
Grate 12; Standard;
Accessories
Rim Elev. 3.9.75 ft.777]
Basin Height 66.6 in.
Surnp Depth 1 24.00 in.
Stub size Angle
Branch #1 4 in.
Pipe Type
PVC SDR-35
Invert Elev.
ft.. AMSL
3 7.4 7 ft.
Production Depth
inches
31.20 in.
Branch #2 10 in. 270
PVC SDR-35
36.30 ft.
41.40 in.
Branch #3 8 in. 18a °
Branch #4 12 in.--] 90 °
PVC SDR-35
PVC SDR-35
36.30 ft.
36.20 ft.��]
41.40 in.
F 42.60 in.
Branch #5 4 in. 184 °
PVC SDR-35
37.47 ft.
27.36 in.
Branch #fi
Rim EW.v JPWrts)F
tt- AM5
MINIMUM SUMP
6" - W-24' BASfN
10"- 30* BA:S IN
5urnp Depth
r nches
CUSTOMER NOTES
I lnvei t Etev. IPiansl
h. AMSL
CONTRACTOR TO FIELD VERIFY PIPE CONNECTION
ANGLES, ELEVATIONS AND SIZES PRIOR TO
PURCHASING.
PRODUCTION MOTES For Nylopiast use only
NOTE: Drawings need to be Complete. This product is made to order and non -Refundable
NYLOPLAST: 3130 Verona Ave. Buford: GA 30518. (866) 888-8479
Nyloplast® is a registered trademarks of Advanced Drainage Systems4
Production Order Farms are based on interpretations of provided details. Customer is responsible for
confirmation of information and final approval of order form..
NYOPLAST PVC CATCH BASIN (CB #4- PRIVATE) �SD3
NOT TO SCALE C07
R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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W,
CALL 811 (2) BUSINESS DAYS W
BEFORE YOU DIG LU
(UNDERGROUND UTILITY 10�
LOCATIONS ARE APPROXIMATE) <
. DATE:
C TY OF MERRILL GARDENS AT RENTON CENTER- ADDITION 1/8/20 J
R PAGE:
UI RENTON 104 BURNETT AVE S, RENTON, WA 98057 OOK
PAGE:
DRAWING NO:
Plan ning/Building/Public Works Dept. CITY DETAILS- STORM DRAIN C17 LU
SHEET: 17 OF: 34 C