HomeMy WebLinkAboutR-419925DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2", 4", 1111", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
S�6
�\AO
SE
1�.
#3 BAR EACH CORNER
SFFNO"
#3 BAR EACH SIDE ,✓
)'6��
#3 BAR EACH WAV
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18• MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
c PUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15,
CPSSP"
12"
STD. SPEC. 9105.20,
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
`CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1. ASACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED.
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF 2" MINIMUM TO 2.5MAXIMUM. 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.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED 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 H:24V OR STEEPER.
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHTEDGE OF SUFFICIENT
LENGTH.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 200.00
AP
CATCH BASIN TYPE 1
GAZ 9/28/2018 I
DATE
DocuSign Envelope ID: 3B1B34D3-7ECA-476C-AD63-4329FFEOC108
:45 AI 1
C700
18:48
IDocuSign (Envelope ID:-6EECFSB6-602A-4E4A;B436,A317AA638878
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
MORTAR, (TYP.), SEE NOTE 5
4" MIN. _
1V MAX. FLAT SLAB TOP
S'I NDARE SPECIFCATION 9-05.50(9)), OR WIRE MESH HAVING A
:M411MUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED
.WI "H THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE
_
FRi ( '84"
ILME AND VANEDATE 48", 54", 60', 72", ,
P:• ::CAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
I N )CKOUTS AC AN ACCEPTABLE ALTERNATIVE TO THE REBAR
- 96", 120.OR 144"
. )WN ;. §PR NQTF , LiRai ADJUSTMENT SECTION, WIRE MESH
HA! - A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE
V:
ip5-X.'FOR \.
MAINTE CE �, 1.; 2p. STEPSOR
L/
;HU'kN.GF'UT DIAMETER SHALL NOT BE GREATER THAN IB".
I: SHALL HAVE A WALL THICKNESS OF 2•MINIMUM TO 2S"
GAP BETWEEN THE KNOCKOUT
MAXIMUM. PE OUT I E OF
WALL AND TI E OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
S•
\
FILIHE GAI WITH JOINT MORTAR IN ACCORDANCE WITH
\ L 12"(TYP)
SI L. Df PECIFICATION9-04.3.
:1.
THE MAXIM M DEPTH FROM THE FINISHED GRADE TO THE LOWEST
1• 2" q•
PIPE INVE f SHALL BE 5'.
12', OR 2 o
•.
-.yr ro.. r NND GRATE MUST BE INSTALLED WITH THE FLANGE
.+ T
•7CWN_'
T 1"MIN.
24" 2.5" MAX.
[1 D
�_ .: PRFREIIJFORCING S EE4;�(�'P,)TE RHO
ONE #3 BAR HOOP FOR 6' HEIGHT O' RING MIN
12 MAX
2UNDED 4V OR STEEPER.
OF R.
INCREMENT (SPACED EQUALLY), SEE I"OTE 1 12' fi
_ GRAVFR��IjCfjF.IIW-pf-PfPFE iM
R'JG f"" YJ I OP OF THE PRECAST
BEDDING PER' SDOT STD.
RECTANGULAR AD AT
12 \
S� S -.1I' N SPECIFICATION SECTION 9-03.12(3)
6"
<UF6ROLES SHALL BE GROUTED FULL AFTER THE INLET HAS
tlttN PLAO U. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS
60 S PE AF,ATE,,BB�ASE INTEGRAL
BASE:CORDP NCE WITH STANDARD SPECIFICATION 9-20.3(2).
E N PRE�A§`FE PRECAST
9 B.
\
ALLER
GH DE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN
ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY
MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS.
#3 BAR EACH CORNER
NOTES:
1. NO STEPSARE-IREQUIRE WHEN HIIG• TISA'OR•LESS.
HOOP I ta
2. THE BOTTOM OF THE PRECAST CA}CIN MAYBE�N
SLOPED TO FACILITATE CLEEAAN✓NG.I�J{ C I iy
3. THE RECTANGULAR FRAME AND G[UT€ M6 T%8E I
INSTALLED WITH THE FLANGE DO}NM•T - F klE AY BE
CAST INTO THE ADJUSTMENT -SECTION.
I'
4. KNOCKOUTS SHALLIHAVE"A WALL THICKNESS OF 2'
MINIMUM TO 2.5" MAXIMUM. PROVIDE AA 1.5' MINIMUM
BETWEEN THE KNOCKOUT-WALLI ANDTHE OUTSIDE OF THE
PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
5. ALL GRADE RINGS, RISERS F9rCA3TTNGSARgL.rBE&ETI(
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
6, WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS.
8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
9, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
c PUBLIC WORKS
DEPARTMENT
CkTCk BASIN DIMENSIONS
CATCH BASIN
DIAMETER
nIRFCTIONE.
MIN. WALL
1(,THICKNESSIAI
UNTIL FRAM
MIN. BASE
L LTHICKNESSJl
E IS FLUSH WITH
MAXIMUM
NOCKOUTfSVE
AVEMENT AS DE'I
INM
DISTANCE
)E ISETWEENS
_FKNOCKOUTSA
48"
4•
6'
36'
8"
79
601
5"
8•
4V
8•
72"
6"
8"
60"
12"
12•
q2"
120'
10"
12' _/
11 961
144'
a2'"- - -
- 12
108" -
- '12'
-E
PIPE *ICLOWAI T
11 �� 1 1 1
CATCH BASIN
#3 BAR I
I AXIMUM
CORNER A B" (1i11ie, MATERIAL WI H'M
INSIDE DIAMETER
DIAMETER
IIICONCRETE
!
ALL METAL
T
CPSSP(+
SOLID WALL
I PVC I
PROFILE WALL
P, PVC
48"
24'
3o-7I
'I 24'
3 " 1
1 30"
54"
30•
38
30'
%36"
3fi'
60"
36' #:
BAR HW2"?
36'
1A .42" 1
42"
72'
42'
54" I
I .. 42"
I'I 48" I
48"
84"
54•
ED-
_ 54 -
_
4 " -
48"
96"
60'
72"
i60'
�_ 48"
48"
120
66'
1.-
60•
\.8^
48"
144'
78"
96"
60'
.48'
49"
'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC .199q o)
2 STD. SPEC. 91 ALTERNATIVE PRECAST BASE SECTION
a STD. SPEC. 91
STD. !PLAN - 201.00
CATCH BASIN TYPF ] P PR ^
6AviCcHNBrAtniNGTLQE.2 CGAZ '9/2g%2016 it ,4'5.v 7L
.DATE
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
SEE NOTE 4,
LIMIT OF PIPE ZONE
PIPE ZONE BEDDING AND T
BACKFILL, SEE NOTE 5 }
6'
O.D.
FOUNDATION
LEVEL
6"
FOUNDATION MATERIAL,
IF REQUIRED, SEE NOTE 6
®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 91
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
FLEXIBLE PIPE NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2. HAND TAMP UNDER HAUNCHES.
3. DIRECTLY OVER PIPE, HAND TAMP ONLY.
4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6"
LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY.
6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA
SPECIFICATIONS SECTION 9-03.17.
PIPE TYPE
MINIMUM
COVER (FT)
PUBLIC?
PRIVATE?
ALLOWED IN ZONE 1
OF THE APA?
LINE CORRUGATED POLYETHYLENE PIPE (LCPE)
2.0
YES
YES
YES
CORRUGATED POLYETHYLENE PIPE (CPE)- TRIPLE WALL
2.0
YES
YES
YES
POLYVINYL CHLORIDE PIPE (PVC)
3.0
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)
2.0
YES
YES
YES
POLYPROPYLENE PIPE (PP) - DUAL WALL
2.0
YES
YES
YES
CD
C) D
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T~
CONSTRUCTION RECORD DRAWINGS
m�
DO
X
THESE RECORD DOCUMENTS HAVE BEEN
I Michael Ruether (THE
I Dakota Simurdak (THE
m
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
a
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT THE SURVEY INFORMATION SHOWN ON
N
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
THE ELEMENTS OF CONSTRUCTION AND IS
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
NOT RESPONSIBLE FOR ERRORS OR
N
OMISSIONS IN DATA OR CERTIFY THE
AS OF 10/29/2024.
10/29/2024.
ACCURACY OF THE INFORMATION PROVIDED
x���iae�l�uet�ew
x Dakota
X
BY THE CONTRACTORS AS -BUILT REDLINES.
(Siuwcial
o
MINIMUM DISTANCE
DIAMETER
BETWEEN BARRELS
12" TO 24"
12"
30"TO 96"
DIAMETER/3
102" TO 180"
48"
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO!
STD. PLAN - 220.10
PIPE ZONE BEDDING AND
COMPACTION - FLEXIBLE PIPE
OU
DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA. I
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION A4: DJUSTMENT SECTION
/ >
BASE SECTION
NOTES:
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER,
DITCH OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4, ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yx BOND.
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3.
7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-20.3(2).
8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHTEDGE OF
SUFFICIENT LENGTH,
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 202.00
4.. DEPARTMENT PUBLIC WORKSCATCH BASIN INSTALLATION [ZAz9/28/2018 I'>
DATE
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 4 -
FOUND
LEVEL
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND SPAN -
BACKFILL, SEE NOTE 4 IT777f7T
L9i
RISE
FOUNDATION
LEVEL
FOUNDATION MATERIAL, E.
IF REQUIRED, SEE NOTE 5
RIGID PIPE NOTES:
1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH.
2. O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE -ARCH.
3. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
4. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN
6" LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY.
5. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WSDOT/APWA SPECIFICATIONS SECTION 9-03.17.
®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3))
OR MAINTENANCE ROCK(WSDOT 9-03.9(4))
MINIMUM
ALLOWED IN ZONE 1
PIPE TYPE
COVER (FT)
PUBLIC?
PRIVATE?
OFTHEAPA?
CORRUGATED
20
YES
YES
YES
STEEL PIPE
SPIRAL RIB STEEL
PIPE
20
YES
YES
YES
PLAIN CONCRETE
PIPE (PCP)
20
NO
YES
NO
REINFORCED
CONCRETE PIPE
1.0
YES
YES
NO
(RCP)
CORRUGATED OR
SPIRAL RIB
2.0
YES
YES
NO
ALUMINUM PIPE
DUCTILE IRON PIPE
1.0
YES
YES
YES
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12" TO 24"
12"
30" TO 96"
DIAMETER / 3
102" TO 180"
48"
PIPE -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
18" TO 36"
12"
43" TO 142"
SPAN 13
148• TO 199•
48•
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 220.00
c PUBLIC WORKS PIPE ZONE BEDDING AND APPR E°:
DEPARTMENT COMPACTION -RIGID PIPE GAZ 9/28/2018
DATE
:45 A
3
C700
TTERING
1LT HOLES - 3 PLACES
ILALLY SPACED 120° APART ON
1116" DIA. B.C.
SKID GROOVE PATTERN
DIA. PICKHOLE
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8%11 x 1.5 SS RUBBER
WASHER
25" DIA. r
J�L
3/4"
I/2
I 3/4I
I� (TVP.8 ") �I
1/4'
118"
FIVE.
26 1/2"DIA.
25 1/a• DIA. GASKET GROOVE DETAIL
NEOPRE7-SK-
112"
5/8• 233/8"DIA. CL OPEN
275/16^DIA. SKID GROOVE PATTERN DETAIL
34 1/8'DIA.
FRAME SECTION VIEW
NOTES:
1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1
OR APPROVED EQUAL.
2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC
RIGHT-OF-WAY.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 204.40
PUBLIC WORKS STORM ROUND FRAME AND COVER
DEPARTMENT (PRIVATE) LIZftin Pastuch&/16/2020
�t88T3AkD988449D__ DATE
8:48
1
� J
r-,
R-419925 z
'c� S J. h, LU
oF WAsHj , IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
3 C 'RJ
,A 4276 0
• Call 811 �oc�sISTEg�'y� 1601 5th Avenue, Suite 1600 a�wn^ SIONAL
two business days E� Seattle, WA 98101 v!
®
before you dig 10/14/2024 206.622.5822 Z
www. kpff. co m
1 CIVIL CONSTRUCTION PERMIT CMK 10 19 21 TJE
SURVErED: sue: VERTICAL. NAw 1908 CITY OF RENTON SUNSET GARDENS 10/14/2024
2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 12 20 21 TJE AS SHOWN HORIZONTAL NAD 1933/1991 z
3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL CMK 02 18 22 TJE DESIGNED:
2900 NE 10TH ST, RENTON, WA 98056 PAGE.FIELDOK: O
RENTON P��
4 CIVIL CONSTRUCTION PERMIT REVISION CB 06 17 22 TJE DRAWN: DC, JYL DRAWING No:
5 GRADING, STORM, AND PSE UPDATE CB 12 20 23 TJE CHECKED: ONE INCH DATUM z
AT FULL SCALE Planning/Building/Public Works Dept. C730
ce
NO. REVISION BY DATE APPR IF NOT ONE INCH w
�PTJE SCALE ACCORDINGLY STANDARD STORM DRAINAGE DETAILS SHE` 25 �`44