HomeMy WebLinkAboutR-434412r
0
0.
co
I
O
I
NYLOPLAST
30" DRAIN
BASIN: 2830AG
o w
_ _X
o
W
U
UU)
WW0 o
(1, 2) INTEGRATED DUCTILE IRON
W LLI z Y
� U
Z
FRAME & GRATE TO MATCH BASIN O.D.
m Q w
Q0�
°
OppO 0
18" MIN WIDTH GUIDELINE
o U
�U=
QpppOOpppOO�
Lu
W = vM
OOOppoppppp pp
INSERTA TEE DETAIL
z
wz
NTS
_
DO NOT INSTALL
W 2
8" MIN THICKNESS GUIDELINE
INSERTA-TEE AT
Q 0Y
CHAMBER JOINTS
0 Ui
�
MINIMUM PIPE BURIAL
� o
DEPTH PER PIPE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
A
a
MANUFACTURER
(3) VARIABLE INVERT HEIGHTS RECOMMENDATION
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
= •N� _.,. _
z z m z o w
o 0 0 o w
AVAILABLE (ACCORDING TO
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
CONVEYANCE PIPE
w a m o a w
(MIN. MANUFACTURING
PLANS/TAKE OFF)
TRAFFIC LOADING, &OTHER APPLICABLE DESIGN FACTORS.
MATERIAL MAY VARY
z
COLu . a . o m a f
m E, w � P,W
REQ. SAME AS MIN. SUMP)
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(PVC, HDPE, ETC.) (
—a
_ _ Z J
(5) ADAPTER ANGLES
!
o w N = a
d
VARIABLE 0° - 360°
ACCORDING TO PLANS
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
m z o LL$ w
w z o 0 � o � w o
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
a o w o o = N 0
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
"-
z a z w W zi ~ a
wR9�2R"i
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
A
mow `" a z o a
PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
INSERTA TEE
a ; z % m o z
CONNECTION
INSERTA TEE TO BE
INSTALLED, CENTERED
_ 3'r Z
wu
Z 0_0 F o w w o g
(X)
OVER CORRUGATION
� 0 z = ° a W
(3) VARIABLE SUMP DEPTH
SECTION A -A
SIDE VIEW
w m 3 w
o d > a
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
ACCORDING TO PLANS
PLACE ADSPLUS WOVEN GEOTEXTILE
N uw (Do
x z 0 w w x z z
_ o w a
(10" MIN. BASED ON
(CENTERED ON INSERTA-TEE INLET) OVER
4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), MANUFACTURING REQ.) BEDDING STONE FOR SCOUR PROTECTION
PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED &RIBBED PVC / 6" MAT SIDE INLET CONNECTIONS. GEOTEXTILEIN MUST EXTEND 6" (150 mm) PAST CHAMBER
FOOT
WATERTIGHT JOINT
(CORRUGAT ED HDPE SHOWN)
\\i\�
GRATE OPTIONS
LOAD RATING
1 PART #
DRAWING #
NOTES:
• PART NUMBERS WILL VARY BASED ON INLET PIPE
MATERIALS. CONTACT STORMTECH FOR MORE
INFORMATION.
PEDESTRIAN
MEETS H-20
3099CGP
7001-110.220
STANDARD
MEETS 11-20
3099GGS
7001-11D-221
SOLID COVER
MEETS H-20
3099GGC
7001-11D-222
DOME
NIA
I
I 7001-11a223
I�VIV IP%%' I MLJJ CIVI711VCCRIIVI7 JCRV IIICJ Ir IIVJCR IM I CC
INLET MUST BE RAISED AS NOT ALL INVERTS ARE
POSSIBLE.
CHAMBER
MAX DIAMETER OF
INSERTA TEE
HEIGHT FROM BASE
OF CHAMBER (X)
SC-310
6" (150 mm)
4" (100 mm)
SC-740
10" (250 mm)
4" (100 mm)
SC-800
10" (250 mm)
4" (100 mm)
DC-780
10" (250 mm)
4" (100 mm)
MC-3500
12" (300 mm)
6" (150 mm)
MC-4500
12" (300 mm)
8" (200 mm)
MC-7200
12" (300 mm)
8" (200 mm)
INSERTA TEE FITTINGS AVAILABLE FOR SDR 26, SDR 35, SCH 40 IPS
GASKETED & SOLVENT WELD, N-12, HP STORM, C-900 OR DUCTILE IRON
oa 2
> C O
N UU
J CD
COc')
=
0U
zv
w
CO
0
CO
co
w
0
�0
Q
O J
J
v=
0
s
ci E
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE W
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM D A GRADE 70TO PL. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT / BBUF PHN(RDO, 9 Z3051 L
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyloplast FAX (770) 932-2490
SEE DRAWING NO. CONNECTION
STUB
TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-US.COM
4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISED BY NMH PROJECT NOJNAME N ASTM 03212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE U
CONTAINED HEREIN, OR MANUFACTURE OF ANY
N-12 HP, &PVC SEWER (4" - 24"). DATE 03-1416 30 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360". TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST. 02013 NYLOPL45T DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001.110.193 REV G
NTS NTS 2
Nyloplast Drain Basin Detail StormTech Inserta Tee Side Inlet Connection
I
COMPACTED BACKFILL SLOPE MEETING10
BUILDING WALL. SEE GRADATION REQUIREMENTS FOR _
STRUCTURAL PLANS STRUCTURAL FILL (SEE NOTE 2)
SLOPE TO DRAIN AWAY
FROM STRUCTURE 392 4
�oao0� O� �ao� ooODo�----------------------------- I — -------- --------- ------------- ---
00_� 0000 O�_�n�000g0 a ° �O 391 d Q� PROPOSED 12" SD -
GRAVEL BACKFILL FOR DRAINS �O� D��o�O IE 3894� (IN) NW ZO . 4
o� ooDDo WRAP WITH NON -WOVEN 3
PER PROJECT SPECIFICATIONS ��0 a�O�OaL�� 390----------------------- --- - -- _Q6---------- -
�O� OOoo��O�O� SEPARATION FILTER FABRIC i 4 Q Lr-------. --Q-------
O
�OQ,Qa ° �0� O 6" SDR 35 PVC PERF PIPE EXTERIOR 389 li -- ------ L----\I �—=="--------------- = —Q---- —
BUILDING FOOTING ���OO ---1 TI ------------ 71 — �� 1
SEE STRUCTURAL ���0� USE ONLY CONNECT TO STORM ►��\ �i ��` _ ��� i\ �� t��\ ,�/
PLANS a CONVEYANCE SYSTEM. SURROUND
W/ DRAIN ROCK AS SHOWN 388 -- \--------------' - --13 11/4°—A---I- \� _ --d ---- 4-----
6" MIN EX 12" CPP d. EX 8" CPP
6" MIN � � IE 388.55 (IN) W I 388.45 (IN) E
387
EX 12" CPP EX 12" CPP
IE 388.25 (IN) S IE 388.15 (OUT) N
NOTES:
1. PIPE SHALL BE PLACED NO LOWER THAN 3" BELOW BOTTOM OF FOOTING
2. STRUCTURAL FILL SHALL MEET THE REQUIREMENTS OF SECTION 02200 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
OF THE PROJECT SPECIFICATIONS
DEVELOPMENT ENGINEERING
'
Scale:l"=2' 4 NTS HBray 06/24/2025
Existing Catch Basin Pipe Connections Not Used
N.
Jq � DATE:
�As LINDBERGH HIGH SCHOOL 02-21-25
o ��1 CIVIL CONSTRUCTION PERMIT CW /21/25 AJ SURVEYED: SCALE:
vERncAL: NAw lsaa . .
NTS �� CIVIL CONSTRUCTION PERMIT RESUBMITTAL CW /14/25 AJ HORIZONTAL: NAD 1983/1991 CITY OF
� DESIGNED: �4u '
W - cw 06 25 AJ ACW ' FIELD IMPROVEMENTS FIELDBOOK:
Footing Drain CIVIL CONSTRUCTION PERMIT RESUBMITTAL / / RENTON
DRAWN: WPAGE:
,It W� DJD/AJJ ONE INCH DRAWING NO:
JAC"OBSON k� 43667 �� CHECKED: AT FULL SCALE DATUM STORM DRAINAGE DETAILS C 211
����NE11v ���� APPROVED: SIF NOT ONE INCH
CALE ACCORDINGLY Planning/Building/Public Works Dept. SHEEP: OF:
CONSULTING ENGINEERS 06106125 NO. REVISION BY DATE APPR JAJ 12 OF 4
R-434412
O
O
O
N
A,
LJ
00
T
N
Ir
r1's
T
1
N
Q
J