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FRAME AND VANED GRATE
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#3 BAR EACH CORNER
1 S" MIN.
#3 BAR HOOP —
\lam _ ONF #3 BAR HOOP FOR 5'
TWA t3 BAR HOOPS FOR 12"
RECTANGULAR ADJUSTMENT SECTION
1i6 1O�,o
A PORTION OF THE SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, RENTON, WA.
NOTES
1. AS .AN ACCEPTABLE ALTERNATE TO REBAR, VVIRE MESH HAVING A MINIMUM
AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED, VVIRE MESH SHALL.
NOT BE PLACED IN KNOCKOUTS.
2, THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS
SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM PROVIDE
A 1.5" MINIMUM GAP BETVVEEN THE KNOCKOUT WALL AND THE OUTSIDE OF
THE PIPE- AFTER THE PIPE IS INSTALLED, FILL THE GAP VVITH JOINT MORTAR
IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3.
3 THE MA]CMUM DEPTH FROM THE FINISHED GRADE 1U (HE PIPE INVERT SHALL
BE 5"-
4, FRAME AND GRATE MAY BE INSTALLED WTH FLANGE DOWN OR CAST INTO
ADIUSTMENT SECTION.
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- OPENING SHALE HE MEASURED AT THE TOP OF THE PRECAST BASE SECTION.
PIPE ALLOWANCES
MAXIMUM[
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED DR 12„
PLAIN CONCRETE
ALL METAL (PIPE 15"
CPSSP *
12`
(STD. SPEC. 9-05-A)
SOLID WALL PVC
15"
(STD, SPEC.
PROFILE WALL PVC
15«
(STD. SPEC. 9-GS.12(2))
* CORRUGATED POLYETHYLENE
STURM SEWER PIPE
PRECAST BASE SECTION
CATCH BASIN TYPE 1
NTS CITY OF RENTON STANDARD DETAIL B012
�Ew 1'TA
tr
CRT
OsAL
ExP?ES JULY 1. 209E
CATCH BASIN TYPE 1
STANDARD PLAN 13-1
SHEET 1 OF 1 SHEET
APPROVED FORFUR"V TK.M
Harold J. Peferf o 07.21-03
ADOPTED
CITY OF RENTON
STANDARD PLANS
LAST DATE: 07/21/2003
SP PAGE B012
1v'�`� `fr•cl'
�� A I '•'fi?ra
EXPOES MAY 5
AVOID CUTTING UNDERGROUND / L_ /\ I I I V L./ L_ V V V I V V I I L_ I` �✓ V I I V
UTILITY LINES. IT'S COSTLY. I
Call
before you
D;g
1-800-424-5555
UNDERGROUND SERVICE (USA)
NTS CITY OF RENTON STANDARD DETAIL F003.2
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
Approved by:
Approved by:
Approved by:
Approved by:
EX Rt,lDED CURB
94iE�'1' Z OF � SHEET
CITY OF RENTON
Date:
Date:
Date:
Date:
� o
boo 0°0 (000 °°� 08° Oo0 0000
0 00 000 0000 O
2" MIN. COMPACTED DEPTH AC HMA
4" CSTC
COMPACTED BASE NATIVE MATERIAL
(FREE OF ORGANIC MATERIAL)
ASPHALT CONCRETE PAVING SECTION
NTS
2' VARIES
2% SLOPE (1/4" DROP PER 1')
1/4- it a .. ..
U U
Q❑ 0 7 0 G p U D 0 D O O
d ❑ O ❑ ❑ a D ❑ O ❑ ❑ ❑ d Ci_
d d❑ U O O f? 7 Cf p C Ct G ❑ t
o ❑ a G O D ca 0 4 o a d 0
D o 0 .•. {7 C? U d ,., U G U U Q Ct U D p ? ,. 4
° °_•- I I=i I ►=— i=i I ICI i I- I f Imo!
+LAC 0 ciiil I�-
PAVEMENT ; {i—'i r f—i I - 4" C(M PAM BASE COARSE -
�I !� r `
IyII----Ifi-I I"
6" COMPACIU SUBGRADE
NOTES-
1: GOMPAnON FOR CONDO TE CURB " WALKS TO BE 95% OF MA)dMUMi DENSITY,
SEE SPECFIGAIIONS..
2 EXPANSION "NTS SHALE. BE AT t4' O` INTERVALS OR AS SH0'WN ON ARCI-Ii7.CTURAL PLMS.
INTEGRAL CURB AND WALK
R=3435 14
NTS
8
FINAL MYLARS
SJD
7 23 09
JAW
SURVEYED:
TRIAD ASSOCIATES
SCALE:
SHOWN
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
7
AS-BUILTS
SJD
5 27 09
JAW
DESIGNED:
JAW
6
STORM REDESIGN
06/04/08
5
MYLARS
02/11/08
DRAwN. HR
ONE INCH
1-4
REVISIONS AND COMMENTS
11/07-1/08
CHECKED:
JAW
Ar Fuu SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED:
AS -BUILT NOTE
STORM DRAINAGE WETVAULT/DETENTION VAULT INSTALLED BY
RENTON BIBLE CHURCH CONTRACTOR, DAN CHARLES,
206-789-2449. DIMENSIONS OF VAULT AND FLOW CONTROL
STRUCTURE CONFIRMED BY CONTRACTOR.
6'-0"
9„
�O O —
13/16" DIA HOLES
4" 2 1 /2"
(2) #3 BARS
8" MIN.
31 SAND Q. CEMENT 10 MAX.
GROUT 1" DEPTH
NON --SHRINK GROUT
2" CLEARANCE (-IYP) - 2 6 BAR
WHEEL STOP DETAIL
6 NTS
AS -BUILT CERTIFICATION:
I HEREBY DECLARE THAT THE HORIZONTAL AND
VERTICAL LOCATIONS OF THE STORM DRAINAGE
& WATER SYSTEM SHOWN HEREON IS THE
RESULT OF A FIELD SURVEY PERFORMED BY
BASELINE ENGINEERING, INC.
4/" L f . wjion 74161
JERRY A7LDROff,, 36958 ' DATE
( CITY OF RENTON
W-343501
3" MIN. COMPACTED DEPTH AC HMA
4" CSTC
6" COMPACTED BASE NATIVE MATERIAL
(FREE OF ORGANIC MATERIAL)
ROADWAY PAVING SECTION
NTS
CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON BIBLE CHURCH
973 UNION AVE
PAVING AND STORM DRAINAGE
NOTES AND DETAILS
WASOF WAS4
� E 4
'EGISTVA
1Z
s`�IONAL E�
05/24/09
FIELDBOOK:
PAGE:
DRAWING NO:
C-7
SHEET: OF:1 4