HomeMy WebLinkAboutSWP2703430.26mw
TOP ELEVATION
INLET I.E.
INLET PIPE
WITH SAMPLING TEE
BY OTHERS
7.00' TOP SECTION
6-50' VAULT
-,,-HEAVY DUTY ALUMINUM LW ACCESS
HATCH (H-30) PART# HHD-1B
SEDIMENT WEIR
3/4" DIA.
4 PLACES
COVER VIEW
LIFT INSERT
IN TOP SECTION
HOLD-DOWN
FOR COALESCING MEDIA
-COALESCING MEDIA
SECTION A -A
- - - OUTLET PIPE
WITH SAMPLING TEE
BY OTHERS
RETAINING
STRUCTURAL NOTES:
1. CONCRETE- 2B DAY COMPRESSIVE STRENGTH F'C= 7000 PSI
2. REBAR: ASTM A-615 GRADE 60
3. MESH- ASTM A-185 GRADE 65
4. DESIGN: ACI-318-05 BUILDING CODE
ASTM C-890 "MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
WATER AND WASTEWATER STRUCTURES"
5. LOADS: HS-30
GENERAL NOTES:
1. ALL BAFFLES AND WEIRS TO BE PRECAST CONCRETE
2. STATIC WATER DEPTH = 4'-C)"
3. CONTRACTOR TO:
SUPPLY AND INSTALL ALL PIPING & SAMPLING TEES
GROUT IN ALL PIPES
FILL WITH CLEAN WATER PRIOR TO "START-UP" OF SYSTEM
VERIFY ALL BLOCKOUT SIZES AND LOCATIONS
k SEE PROFILE, SHEET 76 FOR TOP ELEVATION AND
INLET/OUTLET I.E.S
5. AVAILABLE RISER HEIGHTS: 12", 18" AND 24"
FoTw � OIL WATER SEPARATOR
I
SEE ROADWAY
SECTIONS FOR
PAVEMENT
RESTORATION
8" TO 36" PIPE -------
5
EXISTING
DRIVEWAY
Q777777n
PAVEMENT
U
Z
ao!
8"
MIN MIN
PIPE I.D. + 30" [8" & 12" DIA]
(PIPE I.D. X 1,5) + [18"-36- DIA]
TYPICAL TRENCH SECTION
CHANNEL FLANGE ADAPTER
EXPANSION JOINT
CONCRETE CLASS 6(j)
�1_COMPACTED SUBGRADE
TRENCH DRAIN CROSS-SECTION (DTP��
4
[9-6] TRENCH DRAIN SYSTEM
FINISHED GRADE
BANK RUN GRAVEL
FOR TRENCH
BACKFILL
GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
24- 3/8" 8" MIN
EXPANSION JOINT
D-343026
AW
[ 001 [oil]
R -#•
10 iT
it
808
1 u` P 0'-4� ��
SURVEYED: KPG
DRAWN BY: _WRE
DESIGN BY: WRE
CHECK BY: KRS
PROJ MGR: JF
- --
FILE, 0655DSTRM03.dwg
REPOi
s i I
751) 91h Avenue N 2502 Jeffelrsr Avenue CLIENT ; PEOPLE PERFORMANCE
Seaftle,'VAW09 Tacorna,`098402 1201 Third Avenue, Suite 1500, Seattle WA 98101 USA
-0720
(206)28�1640 627 T 1 2D6 441 93,35 F 1 205 448 6922
mvw1po,com E seamail�a ghd.com W www.ghd.com
CITY OF RENTON
Fuhl�(_ �Ivorks Denarfm�nt
AP OVER FORCONSTRUCTIONDRAINAGE
'PP VED
BY�, O� DATE.
RAINIEP AVENUE S (SR 16T
S GRADY WAY TO S 2ND ST
DETAILS
DRAIWINGNO. 1_29
PROJECT NPI _Tr_
-D403430
FED AID NO. -CM01 67,
DATE: NOV 2011
SHEET NO. 129 OF 304
E�.�
rtU 'FR,
M:B REVISIDN DESCRIPTION
APP.
DATE