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LENGTH
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SECTION A -A
LONG SIDE INLET CONFIGURATION
PORTION OF: NE1/41 NE1/4, SECTION 19, T. 23N., R. 05E., W.M.
LENGTH------JL-------- O
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UNDERDRAIN C l l C
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LL H
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F- I 7
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SDR 35 COUPLING I U O
CAST INTO PRECAST
VAULT WALL L __---_ L- BYPASS r12" IRRIGATION t0
L
PORT, TYP. CURB
3 PLACES (NOT BY CONTECH)
PLAN VIEW PLAN VIEW
PLANT PROVIDED BY CONTECH
TREE FRAME AND GRATE
CLEAN OUT FRAME AND
CAST INTO TOP SLAB
COVER CAST INTO TOP SLAB
TOP SLAB
BYPASS CURB AND GUTTER
(NOT BY CONTECH)
-- -
4 MIN. SEE FILTERRAw/
TERRAFLUME CURB INLET
ODETAIL
SHEET
�O
a
H
U?
a w
TERRAFLUME
Z
TRAY
3"MULCH LAYER
PROVIDED BY CONTECH
SDR 35 OUTLET
21" FILTERRA MEDIA LAYER
COUPLING CAST INTO
BYPASS/
PROVIDED BY CONTECH
PRECAST VAULT WALL
UNDERDRAIN FLOWKIT
6" UNDERDRAIN STONE LAYER
4" 6" UNDERDRAIN
PROVIDED BY CONTECH
PROVIDED BY CONTECH
(VARIES BY SIZE)
SECTION B-B,
SHORT SIDE INLET CONFIGURATION
LONG SIDE CURB INLET
DESIGNATION
SIZE
LENGTH
WIDTH
MAX.
OUTLET/
BYPASS
PIPE DIAL
MAX.
BYPASS
FLOW
(CFS)
UNDER-
DRAIN
PIPE DIA.
(PERF)
TREE
GRATE
QTY. &
SIZE
FTIBC0604
6 x 4
6'-0"
4'-0"
8" SDR 35
1.89
4" SDR 35
(1) Tx 3'
FTIBC0804
8 x 4
8'-0"
4'-0"
8" SDR 35
1.89
4" SDR 35
(1) Tx 3'
FTIBC0806
8x6
8'-0"
6'-0"
10'SDR35
2.37
4"SDR 35
(1)4'x4'
FTIBC1006
10 x 6
10'-0"
6'-0"
10' SDR 35
2.37
6" SDR 35
1 4' x 4'
F FIBC1204
12 x 4
12'-0"
4'-0"
8" SDR 35
1.89
4" SDR 35
(2) Tx 3'
F FIBC1206
12 x 6
12'-0"
6'-0"
10" SDR 35
2.37
6" SDR 35
(2) 4' x 4'
F FIBC1307
13 x 7
13'-0"
T-0"
10" SDR 35
2.37
6" SDR 35
(2) 4' x 4'
INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE
m
A
0
SHORT SIDE CURB INLET
DESIGNATION
SIZE
LENGTH
WIDTH
MAX.
OUTLET/
BYPASS
PIPE DIAL
MAX.
BYPASS
FLOW
(CFS)
UNDER -
U
DRAIN
PIPE DIA.
(PERF)
TREE
GRATE
QTY. &
SIZE
FTIBC0406
4 x 6
6-0"
4'-0-
8" SDR 35
1.89
4" SDR 35
(1) Tx 3'
FTIBC0408
4 x 8
8'-0.
4'-0"
8" SDR 35
1.89
4" SDR 35
(1) Tx 3'
FTIBC0412
4 x 12
12'-0"
4'-C'
8" SDR 35
1.89
4" SDR 35
(2) Tx 3'
FTIBC0608
6 x 8
8'-0.
6'-0.
10' SDR 35
2.37
4" SDR 35
(1) 4' x 4'
FTIBC0610
6 x 10
10'-0"
V-0"
10' SDR 35
2.37
6" SDR 35
(1) W x 4'
TIBC0612
6 x 12
12'-0"
6'-0.
10' SDR 35
2.37
6" SDR 35
(2) 4' x 4'
HFTIBC0713
7 x 13
13'-0"
T-0"
10' SDR 35
2.37
6" SDR 35
(2) 4' x 4'
INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE
If i [terra,
* DIMENSIONS MAY VARY t Yz" DEPENDING
ON PRECASTER BUILD CONFIGURATION.
GREASE INTERCEPTOR SINGLE VAULT SYSTEM
600-7000 Gallon System
Dim "A"
Clear Access Opening
Grout Both Sides
/ /
Precast Divider
\, /
Vent Pipes
Optional
PLAN VIEW Slot
Both Sides
J
Contractor To Core
Drill Or Knockout Pipe
Hole In Field
Knockout
Typical
Ll
A n1
1"
Draft w
V-0" o
o
DETAIL 1
Locking Frame & Cover
Air & Gas Tight
3 Places (2 Places On 577-GA)
N
Inspection Tee
INLET - Typical 71
t - - OUTLET
Tee or cJ
Q Elbow -
cfl - E
0 0 Dim "E" o - Water Depth ! D ! E
0
CO
N
a.
:Q
Grout All Around Slot
2 Len Both Sides 1
3 Length 3 Length
SECTION VIEW AA
Gallon Capacity
600
800
1000
1500
2000
2500
3000
4000
5000
6000
7000
UV Co. Model No.
577-GA
577-GA
4484-GA
5106-GA
612-GA
612-GA
712-GA
712-GA
814-GA
818-GA
818-GA
Dim "A"
7'-0"
7'-0"
9'-0"
11'-2"
12'-8"
12'-8"
13'-l"
13'-l"
15-7"
19'-ll"
19'-ll"
Dim "B"
4'-8"
4'-8"
5'-0"
5'-8"
6'-8"
6'-8"
8'-0"
8'-0"
9'-7"
9'-11"
T-11"
Dim "C"
7'-0"
7'-0"
7'-2"
1 7-2
8'-0" 8'-0"
8'-0"
8'-7"
8'-7"
10'-0 1/2"
10'-5"
10'-5"
Dim "D"
3'-7"
4'-8"
4'-2"
4'-3"
4'-7"
5'-6 1/2"
5'-1"
6'-8"
7'-4"
7'-1"
8'-0"
Water Depth Dim "E"
1 3'-3"
1 4'-4"
S-10"
1 3'-11" 11
3'-9 1/2"
1 4'-9"
4'-8"
1 6'-3"
1 6'-1"
5-8"
1 6'-
Design Criteria:
Uniform Plumbing Code - Appendix H
Number Of Meals Waste Flow Retention Storage Capacity
Per Peak Hours x Rate x Time x Factor In Gallons
Notes:
1. Concrete: 28 Day Compressive Strength f'c = 7000 psi
2. Rebar: ASTM A-615 Grade 60
3. Mesh: ASTM A-185 Grade 65
4. Design: ACI-318-02 Building Code
ASTM C-857 "Minimum Structural Design
Loading For Underground Precast Concrete
Utility Structures"
5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO
6. Fill w/ Clean Water Prior To Start -Up Of System
7. Contractor To Supply & Install All Piping & Sampling Tees
8. Gray Water Only, Black Water Shall Be Carried By
Separate Side Sewer
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• P.�'� ."H.i...� eta..
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�INIILINS Iniulall o )
SECTION C-C
SQUARE INLET CONFIGURATION
SQUARE CURB INLET
MAX.
MAX.
UNDER -
U
TREE
OUTLET/
BYPASS
DRAIN
GRATE
DESIGNATION
SIZE
LENGTH
WIDTH
BYPASS
FLOW
PIPE DIA.
QTY. &
PIPE DIAL
(CFS)
(PERF)
SIZE
FTIBC0404
4 x 4
4'-0"
4'4"
6" SDR 35
1.42
4" SDR 35
(1) Tx 3'
FTIBC0606
6 x 6
6'-0"
6'-0"
8" SDR 35
1.89
4" SDR 35
() 3' 1 x 3'
INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE
1. Not used.;
2. All ramp and landing edges shall be separately formed,.
:�. utilities structures that must remain are to be made non-stip or non-skid,
4: Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of.the
Pedestrian Circulation Route.
5. Drainage appurtenances, such as manholes, catch basins; etc, shall not be located in the PAR, These should belocated
in the street or. the buffer strip..
Fr,. Accessible pedestrian access shall be provided for during construction..
T :0 STD. PLAN 1021
PUBLIC WORKS UTILITY PLACEMENT 9
DEPARTMENT CEMENT CONCRETE SIDEWALK
2 CITY REVISIONS
1 CONSTRUCTION PERMIT SUBMITTAL
NO. REVISION
FACE OF CURB
1:24.
€
- I f2• R. ` ROA15WAY
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6112" FLUSH WITH GUTTER
-. PANAT SIDEWALK
3 RAMP ENTRANCE.
1 i2 \ t 1:24
/ TOP OF
112" R. { ROADWAY
I T: 6,
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
i 6 CEMENT. CONCRETE.
1/2" R. ., 1"'R SIDEWALK RAMP
VARIES _. / OR LANDING
FROM + a
WTOO
n v p
3/8" PREMOLDiD
_ JOINT FULLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALKK:ROMPS AND LANDINGS
FACE OF ADJACENT CURB
61l2 "�
r SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
.. T, 1 /2°' 1i" /l7 ROADWAY
f J
2"
-.tea._
u*A P n
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR CCMMERCIAL DRIVEWAYS SEE STD PLAN 1tl4.2.
FACE of CURB'
6,117
112" R
-FACE OFADJACENT CURB j T
1 TOP OF
ROADWAY
GUTTER SURFACE
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DWVEWAYS; AND ALLEYS
GENERAL NOTES;_
1. See standard plans ID2 and IIII A for curb expansion airod rx�rlttactian joint sp nelrg,
2. Not used.
3_ For Depressed Monolithic Driveway C,j&. B GLAer Sectlan, See Standard Plan 104:2
- STD. PLAN- 101
,a PUBLIC WORKSCEMENT R T RES PR
DEPARTMENT
Gre 2tommeeirsn, Public Works AdministratDr
CONSTRUCTION RECORD DRAWING
I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE
INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE
AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE
INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED
FROM CONTRACTOR NOTES AND REDLINES.
NIKOLAI BOSSOFF 02/19/19
NAME
LICENSE # 29631
SURVEYED:
PACE
DESIGNED:
NB
TKB
06/21/17
NB
DRAWN TKB
TKB
12/28/16
NB
°"EIKED: NB
BY
DATE
APPR
ARRR°VEDNB
I
RC (IWD meµ= ;�-, i`.... iris' nitdM R. MP } -.
CURB NOT INCLUDED IN SiDITEM---
S E RAISED €
,
E RALSE ae N T�aEraQ_DEa-
1'-C i %OF -WALK .. DETAIL -THIS -SHEEN i 1JOINT FftLEEI
ALL GUT Ikf.Y r aaNTaAle. 1-
SLOPES
yy;;ff�"j R WITH RAISED EDGE
URB NOT INCLUDED IN SiG rMM -.
a aN JED
r=T BILLER Fgi1SHED GRADE 1" s FACE -
+ti" SIDEWAL!<.TaP DP CONCRETE $L€iRFAGE
AOJA ,I PS tit. (SEE CONTRACT)
fimJ WNG 1rr ON) R. crSiP.}
CURB NOT I R14CLUDEOIN 810ITEM -:
are^tiN1 � ;. _....
BRIDGE OR PEDESTRIAN - PREMOLDED +-' WAL.OR:SARRIER.
RAILING
"- JOINT FILLER
ADJACENT. TO CURB
BARRIER -SEE SIDEWALK... � ..R {RIE.EPFILI:SLOPE5J_
. ... WALL OR BARRIER
CONTRACT PLANS i tSEE CONTRALTI
IQ^(INIR QYP.I : -
_. SIDEWALK
EIi.I3Sw"i :... CUR81TINCLUDED IN BID ITEM -
I
:I a �NEMOLDEQ vtanSSEEDET DETAIL a rnIcRtTYPs.
*
ADJACENT TO CURB ':ND RAILING OR WALL 31S " (INI PREMOLDED
JOINT FILLER
�I...J.�.�L
SIDEWALK BiFERTR
ISEE CONTTRAan (BEENOTE 10) SIDEWALK ADJACENT TO WALL DETAIL
vafiat R.
cURS NOT INCLUDED IN BID ITEM -
UIP
1?2' IIN1 R.<
FIMSHED GRADE 1- (tN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING -FLUSH IF PAVEp-: E1111B
ADJACENTTOBUFFERSTf31P+ • * +
. f � ..,.BROOMEO F€NtEtI
,� r a-wlos, sMaaTr,-
1" TROWELED PERIMETER
J RAISED: EDGE DETAIL
EXTEND SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RA S 151) EDGE
F.MENT CONCRETE CURB'
G ,* .„ ' .✓"I„`".,,,.F� -CURBANO GtJTTERSHOWN
:4T INCLUDED IN BID ITEM
For NOTES see STD PLAN 104 2
¢ Paved surfaces must comply w'
y STD PLAN 102.1 as applicable
s.t ; 318' 3
f
CONTRACTION JOINT �.
N SIDEWALK kTiY
€ S L O
� -•ram- � � r .b � ..
-w
,�,.`"` '"✓ '. �: ._'::L"daLx f SIE STD PLAN bCll02,
.
z_ f hM^'^' t
r`
`.. m;It5WANDFINISH PREMOLDED
JOINT FILLER
... DETAIL ....
E _. EXPANSION JOINT' C :. CONTRACTION JOINT
STD. PLAN - 102
a PUBLIC `FORKS CEMENT CONCRETE -"-
+ + PPR0 'ED:
5 DEPARTMENT SIDEWALK
AT*
Gregg Zimmerman, Public Works Administrator
6" 12"
LANDSCAPE ISLAND
SLOPE AND THICKNESS TO MATCH
ADJACENT PAVEMENT
CEMENT CONC. VERTICAL CURB
AND GUTTER SIMILAR TO
COR STD. PLAN 101
TENSAR BX 1100 GEOTEXTILE
PER MANUFACTURERS INSTRUCTIONS.
SEE ALSO SOILS REPORT BY ZIPPER GEO
ASSOCIATES, LLC JANUARY 25, 2016
PAVEMENT SECTION
DATE
P\ B0
O� O WAS I SS
h� 0
Z
29631 a �
FGIST E?
O�FSSIONAL Nick Bossoff Engineering, Inc.
191 NE Tari Lane
Stevenson, WA 98648-4201
EXPIRES 7/2/19 Phone: (425)881-5904
SCALE:
VERTICAL: NAVD 1988 Y
1 °°-20' HORIZONTAL: NAD 1983/1991 O CITY 0
C1 4: -�
RENTON
ONE INCH DATUM �FNT
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
STANDARD: 3" HMA CL J/2" P6 64-22
TRUCK AREAS: 3Y" HMA CL Y2" PG 64-22
STANDARD: 4" CSBC (WSDOT 9-03.9(3))
TRUCK AREAS: 5" CSBC (WSDOT 9-03.9(3))
STANDARD: 5" GRAVEL BORROW (WSDOT 9-03.14(1))
TRUCK AREAS: 6" GRAVEL BORROW (WSDOT 9-03.14(1))
12" MIN. COMPACTED SUBGRADE 95% OF MDD
PER ASTM D1557 (MODIFIED PROCTOR).
SEE SOILS REPORT FOR SUBGRADE PREPARATION.
M
N
00
0
SCALE: NTS
R-3929009
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY: DATE:
BY: DATE:
BY: DATE: U
z
BY: DATE: /0
DATE: V /
RENTON SONIC 02/19/19 z
FIELDDOOK: PAGE 0
DETAILS DRAWING N0:
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