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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: E212B987-C626-4330-A5D4-DO55AO107AF9 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
N CATCH BASIN FRAME AND VANED (RIGHT-OF-WAY ONLY)
co GRATE PER STD, PLAN 204A0 SEE DETAIL ON -SITE GRATES SHALL
RECTANGULAR OR CIRCULAR ADJUSTMENT C310 BE HERRINGBONE
' SECTION (TWO SECTIONS MAX.) SEE DETAIL
I
MORTAR, (TYP.). SEE NOTE 5 C312
® 4" MIN,
29 1/4' 28" MAX. 16„ MAX FLAT SLAB TOP
SITE GRATES SHALL
BE HERRINGBONE FRAME AND VANED GRATE (RIGHT-OF-WAY ONLY)
\\ BE 2
I `
RECESSED ALLEN `BOLT -DOWN SLOT. I 112. B SEE DETAIL o SEE DETAIL
(B HEAD CAP NC x 2' CREW ® SEE DETAIL AND I o C312NOTE 1 C310
48", 54". 60", 72", 94",
CRATE A "�'I 1 4* 96'5120" OR 144* SEE NOTE 6, TYR ,LB �O•
15' MAX. FOR K S.
MAINTENANCE STEPS OR
ER
BOLT -DOWN HOLE (TYP.)- 5W, 2". 4'. 8", 12^. OR 21'
11 NC. SEE DETAIL AND NOTE 2 > r
v D �o FRAM ONE #3 BAR HOOP FOR 6" HEIGHT
5/8' LADD
INCREMENT (SPACED EQUALLY),
OUTFACE TO STREAM DUMP NO POLLUTANTS BOLT -DOWN SLOT DETAIL "O' RING 1 1"MIN.
SEE NOTE 1
SEE NOTE t 2IN 2.5" MAX. REINFORCING STEEL, (TYP.) RECTANGULAR ADJUSTMENT SECTION
`, MIN.
m 12' a 12" MAX. GRAVEL BACKFILL FOR PIPE ZONE
TOPri
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE
15'
CPSSP',
12'
STD. SPEC. 9-05.20
SOLID WALL PVC,
STD. SPEC, 9-05.12(1)
15'
PROFILE WALL PVC,
STD. SPEC 906,12(2)
1S'
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
SECTION BOLT -DOWN DETAIL
12"
• � SPECIFICATION SECTION 9.03.12(3) 6
SEE NOTE 2 318" RECESSED LETTERING 6" 6" �04E SF�416' NOASEASCCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
SEPARATE BASE INTEGRAL BASE 'Le G IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
TOP PRECAST PRECAST WITH RISER / ACCORDANCE WITH STANDARD SPECIFICATION
UM AREA OF
0, 112 SQUARER IHAVING CHE PER FOORE MESH HALL BEMUSED WITH
TAd� in THE MINIMUM REQUIRED REBAR SHOWN IN THE
1'
qW I I =_3 T
24 114" 5'
NOTES:
/ \ 5 1 Nos I EPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
i\ ISOMETRIC 5' 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
20" 3. THE RECTANGULAR FRAME AND GRATE MUST BE
SECTION A 5" INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"
4'
6"
36-
6"
54'
4.5"
8"
42"
8'
60"
5"
8"
48'
8'
72'
1 8"
8'
W
12'
84"1
8"
12"
1 72"
12"
96'
8"
12"
W12"
120-
10,
12'
96'
12'
144'
1 12'
1 108"
12"
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
#3 BAR EACH CORNER HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
_ FOOT MAY BE USED.
I � 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"
/ I 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
#3 BAR EACH SIDE STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
#3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN
SEE DETAIL ISOMETRIC VIEW
5' 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' PRECAST BASE SECTION 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
24' MINIMUM TO 2 5' MAXIMUM PROVIDE A 1 5" MINIMUM GAP FLOOR AND THE WALLS MAY BE SLOPED AT A RATE OF
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
7 OR 8 EQUAL SPACES PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
5' JOINT MORTAR IN ACCORDANCE WITH STANDARD
7/8" I DIRECTION FLOW 1 3" SPECIFICATION 9-04.3.
/ \ INMORTARNI ACCORDANCE WITH STANDARD ALL BESET
3!4' \ T SPECIFICATION 9-04.3.
/ 1 U4^ 1 NOTES: 1 5!8' MAX. J 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
1. THIS FRAME IS DESIGNED TO ACCOMMODATE 20' x 24" GRATES OR COVERS. SECTION A SECTION B ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
4 112- I SEE STANDARD PLANS 204.10. 20120. AND 204.30. AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
I` L 1 5I8• 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND 7. MORTAR SHALL BE MIXED AND APPLIED PER COVERS, UNLESS OTHERWISE SPECIFIED PROVIDE TWO HOLES IN THE
1 518" FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. MANUFACTURER'S DIRECTIONS.
THE FRAME SHALL ACCEPT THE 5I8'-11 NC 2 ALLEN HEAD CAP SCREW BY NOTES:
\ 314' / BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
SOLT-DOWN HOLES VARIES BY MANUFACTURER. 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES. GRATES, AND TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
\ 2 1!2' / COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
3, REFER TO STANDARD SPECIFICATION 9.05.15(2) FOR ADDITIONAL THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR LENGTH.
\ DETAIL / REQUIREMENTS. COVER SLOTS THE FRAME SHALL ACCEPT THE 5/8'-11 NC x 2'ALLEN
HEAD CAP SCREW BY BEING TAPPED OR OTHER APPROVED 9- ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
1H:24V OR STEEPER.
#3 BAR HOOP 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
/ PRECAST BASE SECTION.
/ I � 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
#3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
/ / I CORNER 18" MIN. 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 STRAIGHT EDGE OF SUFFICIENT
LENGTH.
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY REMAIN VISIBLE UPON COMPLETION, 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
MANUFACTURER. SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2)FORADDITIONAL ALTERNATIVE PRECAST BASE SECTION
REQUIREMENTS. 1 UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
3. FOR FRAME DETAILS. SEE STANDARD PUN 2CM 00. SEE DETAIL 10 STD. PLAN - 201.00 STD. PLAN - 200.00
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE(NTS) APPR ED',
STD. PLAN - 204.00 STD. PLAN - 204.20 O PUBLIC WORKS CATCH BASIN TYPE 2 PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT GAZ 9/28/2018 1 :4S AI � DEPARTMENT GAZ 9/28/2018 I :45 Al
w[� PUBLIC WORKS APPROVED,., PUBLIC WORKS
V DEPARTMENT RECTANGULAR FRAME Martin Pastucha 10/19/2022 1 2:52 P DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 :45 AN "i<w ,w.+am^,.„r,« DATE DATE
DATE DATE
NTS NTS NTS NTS
Rectangular Frame Rectangular Vaned Grate (Right -of-Way) 2 Catch Basin Type II 3 Catch Basin Type I 4
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 3B1B34D3-7EOA476C-ADB3-4329FFEOC108 CORE 18" IN THE
WALL FOR 12" FIFE. ALL THE DCFOSED
REBAR 5 SMALL DE EXFOXIED
TO PREVENT CORtOSION.
PIPE NOT SHOWN FOR CLARITY.
ADDITIONAL LADDER RUNGS (IN SETS) TO
T MIN. CLEARANCE TO n 9 ALLOW ACCESS TO TANKS OR VAULTS
ANY PORTION OF FLOW RESTRICTOR Y WHEN CATCH IS FILLED WITH WATER
TEE INCLUDING ELBOWS
REMOVABLE WATERTIGHT /� ( �- !
COUPLING OR FLANGE 2' MIN. A SEE NOTE 4,
I jl I �� I PIPE ZONE BEDDING AND LIMIT OF PIPE ZONE
J SEE STANDARD PLANS 110. 110.1. 110.2. AND 111 FOR PAVEMENT BACKFILL. SEE NOTES � VARIES PER PLAN I -� VARIES PER PLAN
ELBOW RESTRICTOR, / -) I RESTORATION REQUIREMENTS
SEE DETAIL AND NOTE 10 1 7
ANGLE AS 7 SURFACE RESTORATION AS
tom/ NECESSARY, 7 SPECIFIED IN CONTRACT DOCUMENTS
SEE NOTE 7 j I 12- MIN, EXISTING PAVEMENT SURFACE
6'MIN.
2'MIN,
6" MAX, % FOUNDATION
PLATE WELDED TO ELBOW WITH PLAN VIEW \�; ,._\`,\ .-�. LEVEL 6"
ORIFICE AS SPECIFIED, SEE NOTE 3 "
� 6' MIN_ BEE NOTE. ELEVATION VIEW
ELBOW RESTRICTOR DETAIL
FOUNDATION MATERIAL,
ELEVATION PER PLANS O
FRAME d SOLID COVER MARKED -DRAIN' WITH NEAT LINE TRENCH � IF REQUIRED. SEE NOTE 6
72" MIN. UNDER LOCKING BOLTS PER STDPLANS 20440 41B•?94.58- "CRUSHED SURFACING TOP COURSE' PER 12"VENTALATION PIPE
. .
PAVEMENT WSDOT STD. SPEC 9-03.9(3). COMPACTED FLEXIBLE PIPE
SEEDETAILL O O TO 95% OF MAXIMUM DENSITY
C311
16" MAX. j
VERTICAL BAR GRATE FOR
6' MIN. ER
SECONDARY INLET \; O O ® GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT SIM 12(3))
DESIGN WAT� �' 'CRUSHED SURFACING TOP COURSE' PER OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
ELSOW RESTRICTOR. SURFACE = \/ WSDOT STD. SPEC 9-03.9(3), -BANK RUN
SEE DETAIL AND NOTE 10 HANDHOLDS, STEPS, OR LADDER \ GRAVEL FOR TRENCH BACKFILL- PER FLEXIBLE PIPE NOTES:
WSDOT STD. SPEC 9-03.19, OR'GRAVEL
PIPE SUPPORTS, SEE NOTE 6 17 (TYP.) , O O
r / BORROW' PER WSDOT STD. SPEC 9-03.14(1), 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS.
I COMPACTED TO 95% OF MAXIMUM DENSITY CORI! 18" IN THE
1.5 x D SEE NOTE 9 (TYP.) j . 2. HAND TAMP UNDER HAUNCHES. WALL FOR 12" PIPE. ALL THE EXr05ED
MIN. 2' MIN. R5 W
O O 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. KEBABS SrIALL BE EXPDXIED
T TO PREVENT CORROSION.
D 4. SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR
ISOMETRIC I BENCH AS NEEDED FOR TRENCH WIDTH,
1
SHORING SYSTEM WHEN
INLET PIPE
OUTLET PIPE, SEE � DEPTH IS 4' OR GREATER 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 61
NOTES 1 & 5 7 LOOSE LAYERS AND COMPACTED TO 95%MAXIMUM DENSITY.
INVERT AND MIN. SHEAR GATE WITH CONTROL ROD FOR
ELEVATION PER PLANS CLEACAI UTIDRN (ROD BENT AS REQUIRED PIPE 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOR VERTICAL ALIGNMENT WITH COVER) I FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA
12' SECTION OF PIPE ATTACHED BY PER STD. PLAN 237.30 PIPE ZONE BEDDING AND BACKFILL I SPECIFICATIONS SECTION 9-03.17.
GASKETED BAND TO ALLOW REMOVAL SEE DETAIL g PER STD, PLANS 220.00 AND 220.10
12' MIN- C311 SEE DETAIL
WELDED RESTRICTOR PLATE WITH
ORIFICE DIA AS SPECIFIED, SEE NOTE 10
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP t
SOLID WALL
PVC
PROFILE WALL
PVC
48'
24'
30"
24'
30"
30'
54'
30"
36"
30-
36'
36*
60"
36"
42"
36-
42"
42-
72"
42'
54'
42"
48"
48'
84"
54'1
60'
1 54'
48'
1 48'
W
60,
72"
60'
48'
1
120'
66'
84'
60'
48'
48'
144"
78"
96'1
60-
48'
1 48-
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
STD. SPEC. 9-05.12(1)
STD. SPEC. 9-05.12(2)
NOTES: SECTION A
1. USE A MINIMUM OF A 54' DIAMETER TYPE 2 CATCH BASIN.
\L"1!�11
SEE NOTE 1
UNPAVED AREAS I PAVED AREAS
PIPE TYPE
MINIMUM
COVER (FT)
PUBUC?
PRNATE?
ALLOWED ZONE 1
OF THE N1 APA?
I -9
LINE CORRUGATED POLYETHYLENE PIPE (LCPE)
2.0
YES
YES
YES
CORRUGATED POLYETHYLENE PIPE (GPE) - TRIPLE WALL
2.0
YES
YES
YES
2. OUTLET CAPACITY: 1D0-YEAR DEVELOPED PEAK FLOW.
POLYVINYL CHLORIDE PIPE (PVC)
3.0
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)
2.0
YES
YES
YES
3. METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2. OR 5.
POLYPROPYLENE PIPE (PP) - DUAL WALL
2-0
YES
YES
YES
4, FmmEANULAUUtKUKSItPSUFHStI SU:
A CLEANOUT GATE IS VISIBLE FROM TOP. `'
B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. NOTES: V 5ECTION
C. FRAME IS CLEAR OF CURB. /--�
5, IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL 70 CONCRETE PIPE I.D. LESS 1/4'.
MEASUREMENT OF TRENCH WIDTH.
DIAMETER
MINIMUM DISTANCE BETWEEN BARRELS
8
6, PROVIDE AT LEAST ONE 3' X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM X-0- VERTICAL SPACING).
2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
(],t
St o r m T ra Vent Pipe Installation
12' TO 24'
12"
DESCRIBED IN CHAPTER 295.155 PART N OF THE WAC.
p
30' TO 96'
DIAMETER /3
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN.
3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED RV PIPE MANUFACTURER
107 TO 180,
48'
,.. w.....�...............�.,-,..,.�,.w,.w,,...,,.w,..,.w....�...w..wow,..,..........,,........�,..,....w.....w..�w...,�,.....,..., ....�,,. ,.....mow ..,,......, �,.. __ _ __ _ _. _ _ _ _
9. WHEN CONNECTING TO ANEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING 4. IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER. USE 'CRUSHED R 4 3 2 6 31
TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. SURFACING TOP COURSE- FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. I COMPLIANCE
O LL w ^ I ,L ^ WITH
, I T CITY
T` , O L--� T O STANDARDS
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NITS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) 1C I\V/I ICJ H 1C V\V/ I 1C I Y R I
STD. PLAN - 237.00 STD. PLAN - 220.20 STD. PLAN - 220.10
�• PUBLIC WORKS FLOW CONTROL STRUCTURE - EfeCSy • PUBLIC WORKS PR D 03
PUBLIC WORKS PIPE ZONE BEDDING AND 4�9r40eeey
- DEPARTMENT RESTRICTOR TEE actin Pastucha 8/13/20 0 1 8: �' DEPARTMENT TYPICAL TRENCH AND BACKFILL GAZ 9/28/2018 1 :45 An 0' DEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha 8/13/20 1 8: DEVELOPMENT ENGINEERING
`,6A(.3Y�798BA49U DnrE
DATE iJ4FOGBBI4DD DATE
msippo 08/07/2025
NTS 6 NTS 7
A. JAB Typical Trench and Back ill Pipe Zone Bedding and Compaction
`Asy, o SURVEYED: SCALE: HAZEN HIGH SCHOOL MODERNIZATION �0�.� 1.2025
DESIGNED: HORIZONTAL: •NAD�983/1991 � CITY OF
w JAJ N/A FlELDBOOK:
DRAWN: RENTON PAGE:
DJD/AJJ ONE INCH DATUM DRAWING NO:
NTS �E�is�TEg�°,y�cv CHECKED: AT FULL s� Planning/Building/Public Works Dept. DRAINAGE DETAILS C3 1 0
JAJ IF NOT ONE INCH
Flow Control Structure 5 s��ONAL APPROVED: SCALE ACCORDNGLY SHEET- 31 OR
7
N0. REVISION BY DATE APPR
05 29 2025
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