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<br />1
<br />INSTALL DI PROTECT6N ON m
<br />SANGUINETTI LN.
<br />NEAREST DOWNSTREAM DI
<br />IN GUTTER
<br />10 II l
<br />J� ------
<br />r
<br />co
<br />Lu
<br />B
<br />EROSION CONTROL PLAN
<br />SCALE: 1" = 30'
<br />EDGE F PAVEMENT EXISTING DRAINAGE
<br />12" LAP (MIN.) GRATE
<br />FLOW FLOW
<br />EXISTING RUNOFF WATER
<br />C AC PAVING WITH SEDIMENT
<br />SPILLWAY, 1 -BAG HIGH SANDBAGS �-
<br />2-BAGS HIGH
<br />TYPICAL PROTECTION FOR INLET ON SUMP 12" LAP - �I I—
<br />(MIN.)
<br />EDGE OF PAVEMENT / �� MAXIMUM BAG
<br />INLET/CURB CUT / DEPTH AT TOP OF FILTER
<br />F A I\1I
<br />DRAIN 1 1 I BAG
<br />FLOW FLOW
<br />EXISTING
<br />DRAINAGE FILTER
<br />SANDB
<br />SPILLWAY, 1 -BAG HIGH BAG AGS GRATE FILTERED ki
<br />2-BAGS HIGH I f=
<br />� S RUNOFF
<br />TYPICAL PROTECTION FOR INLET ON GRADE
<br />EXISTING T _
<br />TTT r
<br />NOTES: DRAIN
<br />1. INTENDED FOR SHORT-TERM USE. CROSS INLET
<br />2. USE TO INHIBIT NON -STORM WATER FLOW. DRAIN
<br />3. ALLOW FOR PROPER MAINTENANCE AND CLEANUP.
<br />4. BAGS MUST BE REMOVED AFTER ADJACENT OPERATION IS COMPLETED. PLAN VIEW SECTION C -C
<br />5. NOT APPLICABLE IN AREAS WITH HIGH SILTS AND CLAYS WITHOUT FILTER FABRIC.
<br />DI PROTECTION TYPE 3 — GRAVEL BAG DETAIL
<br />(SE -1 0)
<br />NOT TO SCALE
<br />�10'MIN�
<br />STAPLES
<br />(2 PER BALE)
<br />STAKE
<br />(TYP)
<br />B NATIVE
<br />MATERIAL
<br />(OPTIONAL)
<br />NOT TO SCALE
<br />10 ML
<br />PLASTIC LINING
<br />WOOD OR
<br />METAL STAKES –
<br />(2 PER BALE)
<br />SECTION B -B
<br />BINDING
<br />WIRE
<br />STRAW
<br />BALE
<br />DI PROTECTION TYPE 3 — GRAVEL BAG DETAIL
<br />(SE- 10)
<br />NOT TO SCALE
<br />SLOPE % ROLL SPACING
<br />0-25 50 FT
<br />25-50 15 FT
<br />50% OF 10 FT
<br />GREATER
<br />FIBER ROLL _
<br />8" MIN.
<br />SL OPE
<br />EROSION CONTROL LEGEND
<br />SYMBOL
<br />X
<br />►/
<br />DESCRIPTION
<br />FIBER ROLLED WATTLE, SEE DETAIL THIS SHEET
<br />CONSTRUCTION FENCE
<br />SILT FENCE, SEE DETAIL THIS SHEET
<br />DRAIN INLET PROTECTION, SEE DETAIL THIS SHEET
<br />EROSION CONTROL GENERAL NOTES
<br />STABILIZED CONSTRUCTION ENTRANCE/EXIT,
<br />SEE DETAIL THIS SHEET
<br />■ CONCRETE WASHOUT, CONTRACTOR TO
<br />DETERMINE LOCATION, SEE DETAIL THIS SHEET
<br />FLOW DIRECTION (EXISTING)
<br />FLOW DIRECTION (PROPOSED)
<br />00= GRAVEL BAGS
<br />1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, CHANGES SHOULD BE MADE
<br />ACCORDING TO EXISTING CONDITIONS. BECAUSE IT IS IMPOSSIBLE TO PREDICT ALL POSSIBLE SITUATIONS, CONTRACTOR SHALL USE BEST MANAGEMENT
<br />PRACTICES TO ENSURE QUALITY CONTROL.
<br />2. THE CONTRACTOR SHALL REVIEW THE CURRENT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). IT IS THE CONTRACTORS SOLE RESPONSIBILITY FOR
<br />CONDUCTING HIS/HER OPERATIONS IN ADHERENCE TO THE SWPPP. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAYS, AND/OR DAMAGES RESULTING
<br />FROM ANY STATE WATER QUALITY CONTROL BOARD SANCTIONS CAUSED BY THE OPERATION OF THE CONTRACTOR OF HIS/HER SUBCONTRACTORS.
<br />3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY. THE CONTRACTOR SHALL FOLLOW THESE PLANS UNLESS FIELD CONDITIONS
<br />DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY, A SWPPP AMENDMENT MUST BE DONE. THIS MAY REQUIRE MODIFICATION TO THESE DRAWINGS AND
<br />ENGINEER CONCURRENCE.
<br />4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE
<br />DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM
<br />PAVEMENT OF ROAD.
<br />5. UNFINISHED AND DISTURBED AREAS ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER.
<br />ITEM LB/ACRE
<br />STRAW 4,000
<br />ORGANIC BINDER 200
<br />6. ALTERNATE INLET PROTECTION SHALL BE USED ON ROADS OPEN TO THE PUBLIC IF ANY HAZARDOUS MATERIALS OR WASTES WHICH HAVE BEEN TREATED,
<br />STORED, DISPOSED, SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE
<br />THEM FROM THE SITE AND DISPOSE OF PROPERLY.
<br />7. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM. THE CONTRACTOR MAY DISPOSE THIS WATER INTO THE
<br />SANITARY SEWER SYSTEM UPON APPROVAL BY THE GOVERNING AGENCY.
<br />8. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION, AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES, WALLS, BERMS, DRAINAGE
<br />STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER CONTROLS ARE MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND
<br />ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY. ANY DEWATERING WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM WATER SYSTEM,
<br />AND SHALL NOT BE DISCHARGED INTO THE SEWER SYSTEM.
<br />9. ALL DEWATERING WATER MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO THE WATER ENTERING THE STORM SYSTEM.
<br />10. PAVEMENT CLEANING- FLUSHING OF STREETS/ PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT
<br />CONTROLS ARE USED. PREFERABLY, AREAS REQUIRING CLEANING SHOULD BE SWEPT.
<br />11. ALL STOCKPILES OF MATERIALS THAT ARE NOT GOING TO BE USED FOR 14 DAYS SHALL BE COVERED.
<br />12. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES (BMPs) THROUGHOUT CONSTRUCTION. USE ALL BMPs THAT APPLY TO THE PROJECT, INCLUDING BUT NOT
<br />LIMITED TO THE FOLLOWING BMPs:
<br />A. DRAIN INLET PROTECTION - CALIFORNIA STORMWATER BMP HANDBOOK SECTION SE -10
<br />B. SOLID WASTE MANAGEMENT - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-5
<br />C. MATERIAL STORAGE - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-1
<br />D. PAVING - CALIFORNIA STORMWATER BMP HANDBOOK SECTION NS -3
<br />E. DUST CONTROL, SEDIMENT CONTROL, EROSION CONTROL AND CONCRETE WASHOUT AREAS - SHOWN ON THIS SHEET WITH DETAILS
<br />CRUSHED AGGREGATE GREATER
<br />DITCH TO CARRY RUNOFF TO A THAN 3" BUT SMALLER THAN 6"
<br />SEDIMENT TRAPPING DEVICE
<br />NOTE: 12"
<br />INSTALL FIBER ROLL MIN. 2" MIN. CORRUGATED STEEL PANELS
<br />ALONG A LEVEL CONTOUR. 4" MAX. 20'R
<br />MIN. ORIGINAL
<br />3/4"x3/4" c�
<br />=cam GRADE
<br />MyAX r/ y WOOD STAKES �5� �A
<br />'Il y MAX. 4' SPACING
<br />'` ---- --
<br />�P 12"MIN., UNLESS OTHERWISE FILTER
<br />y `
<br />y ySPECIFIED BY A SOILS FABRIC
<br />FIBER y ENTRENCHMENT DETAIL 0'R MIN. q ENGINEER
<br />y
<br />-V y
<br />y y
<br />y
<br />ROLLS y y 4 y
<br />y y y y y AX
<br />PLYWOOD y y
<br />y y
<br />48"x48" y y y MAX. ,//%
<br />y / ////
<br />y /j/// ///// yljl
<br />PAINTED WHITE y /'' ''' y
<br />yi'�i '' y y
<br />y
<br />y
<br />BLACK LETTERS y
<br />, y
<br />6" HEIGHT y y y
<br />y
<br />y y
<br />0.5" LAG y
<br />SCREWS
<br />WOOD POST TYPICAL FIBER ROLL INSTALLATION
<br />3111
<br />FIBER ROLLS (SE -5)
<br />NOT TO SCALE
<br />a
<br />10 MIL PLAN
<br />(TYP)
<br />PLASTIC
<br />LINING
<br />NOTES:
<br />INSTALL A FIBER ROLL
<br />1. ACTUAL LAYOUT
<br />2"
<br />DETERMINED IN FIELD.
<br />1/8" 0
<br />50' OR 4X THE CIRCUM.
<br />STEEL WIRE 4
<br />2. THE CONCRETE WASHOUT
<br />TRANSITIONS INTO A
<br />SIGN SHALL BE INSTALLED
<br />WITHIN 30 FT. OF THE
<br />STAPLE DETAIL
<br />TEMPORARY CONCRETE
<br />WASHOUT FACILITY.
<br />CONCRETE WASH OUT (WM-8 )
<br />,�
<br />NOT TO SCALE
<br />10 ML
<br />PLASTIC LINING
<br />WOOD OR
<br />METAL STAKES –
<br />(2 PER BALE)
<br />SECTION B -B
<br />BINDING
<br />WIRE
<br />STRAW
<br />BALE
<br />DI PROTECTION TYPE 3 — GRAVEL BAG DETAIL
<br />(SE- 10)
<br />NOT TO SCALE
<br />SLOPE % ROLL SPACING
<br />0-25 50 FT
<br />25-50 15 FT
<br />50% OF 10 FT
<br />GREATER
<br />FIBER ROLL _
<br />8" MIN.
<br />SL OPE
<br />EROSION CONTROL LEGEND
<br />SYMBOL
<br />X
<br />►/
<br />DESCRIPTION
<br />FIBER ROLLED WATTLE, SEE DETAIL THIS SHEET
<br />CONSTRUCTION FENCE
<br />SILT FENCE, SEE DETAIL THIS SHEET
<br />DRAIN INLET PROTECTION, SEE DETAIL THIS SHEET
<br />EROSION CONTROL GENERAL NOTES
<br />STABILIZED CONSTRUCTION ENTRANCE/EXIT,
<br />SEE DETAIL THIS SHEET
<br />■ CONCRETE WASHOUT, CONTRACTOR TO
<br />DETERMINE LOCATION, SEE DETAIL THIS SHEET
<br />FLOW DIRECTION (EXISTING)
<br />FLOW DIRECTION (PROPOSED)
<br />00= GRAVEL BAGS
<br />1. PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW ALL OFFSETS. THE SITE IS DYNAMIC AND CHANGES ON A DAILY BASIS, CHANGES SHOULD BE MADE
<br />ACCORDING TO EXISTING CONDITIONS. BECAUSE IT IS IMPOSSIBLE TO PREDICT ALL POSSIBLE SITUATIONS, CONTRACTOR SHALL USE BEST MANAGEMENT
<br />PRACTICES TO ENSURE QUALITY CONTROL.
<br />2. THE CONTRACTOR SHALL REVIEW THE CURRENT STORM WATER POLLUTION PREVENTION PLAN (SWPPP). IT IS THE CONTRACTORS SOLE RESPONSIBILITY FOR
<br />CONDUCTING HIS/HER OPERATIONS IN ADHERENCE TO THE SWPPP. THE CONTRACTOR IS RESPONSIBLE FOR ANY FINES, DELAYS, AND/OR DAMAGES RESULTING
<br />FROM ANY STATE WATER QUALITY CONTROL BOARD SANCTIONS CAUSED BY THE OPERATION OF THE CONTRACTOR OF HIS/HER SUBCONTRACTORS.
<br />3. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY. THE CONTRACTOR SHALL FOLLOW THESE PLANS UNLESS FIELD CONDITIONS
<br />DICTATE MODIFICATION. IF MODIFICATION IS NECESSARY, A SWPPP AMENDMENT MUST BE DONE. THIS MAY REQUIRE MODIFICATION TO THESE DRAWINGS AND
<br />ENGINEER CONCURRENCE.
<br />4. INSPECT AND REPAIR FILTERS AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN 1/2 OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE
<br />DEPOSITED IN AN AREA TRIBUTARY TO A SEDIMENT BASIN OR OTHER FILTERING MEASURE. SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM
<br />PAVEMENT OF ROAD.
<br />5. UNFINISHED AND DISTURBED AREAS ARE TO BE PROTECTED WITH AN APPLICATION OF BLOWN STRAW AND ORGANIC BINDER.
<br />ITEM LB/ACRE
<br />STRAW 4,000
<br />ORGANIC BINDER 200
<br />6. ALTERNATE INLET PROTECTION SHALL BE USED ON ROADS OPEN TO THE PUBLIC IF ANY HAZARDOUS MATERIALS OR WASTES WHICH HAVE BEEN TREATED,
<br />STORED, DISPOSED, SPILLED, OR LEAKED IN SIGNIFICANT QUANTITIES ONTO THE CONSTRUCTION SITE, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE
<br />THEM FROM THE SITE AND DISPOSE OF PROPERLY.
<br />7. CHLORINATED OR DECHLORINATED WATER SHALL NOT BE DISCHARGED INTO THE STORM DRAIN SYSTEM. THE CONTRACTOR MAY DISPOSE THIS WATER INTO THE
<br />SANITARY SEWER SYSTEM UPON APPROVAL BY THE GOVERNING AGENCY.
<br />8. THE CONTRACTOR SHALL KEEP MAINTENANCE, INSPECTION, AND REPAIR PROCEDURES TO ENSURE THAT ALL GRADED SURFACES, WALLS, BERMS, DRAINAGE
<br />STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER CONTROLS ARE MAINTAINED IN GOOD AND EFFECTIVE CONDITION AND
<br />ARE PROMPTLY REPAIRED OR RESTORED WHEN NECESSARY. ANY DEWATERING WATER SHALL NOT BE DISCHARGED DIRECTLY INTO THE STORM WATER SYSTEM,
<br />AND SHALL NOT BE DISCHARGED INTO THE SEWER SYSTEM.
<br />9. ALL DEWATERING WATER MUST BE CHANNELED THROUGH AN APPROVED SEDIMENT BARRIER PRIOR TO THE WATER ENTERING THE STORM SYSTEM.
<br />10. PAVEMENT CLEANING- FLUSHING OF STREETS/ PARKING LOTS TO REMOVE DIRT AND CONSTRUCTION DEBRIS IS PROHIBITED UNLESS PROPER SEDIMENT
<br />CONTROLS ARE USED. PREFERABLY, AREAS REQUIRING CLEANING SHOULD BE SWEPT.
<br />11. ALL STOCKPILES OF MATERIALS THAT ARE NOT GOING TO BE USED FOR 14 DAYS SHALL BE COVERED.
<br />12. CONTRACTOR TO USE BEST MANAGEMENT PRACTICES (BMPs) THROUGHOUT CONSTRUCTION. USE ALL BMPs THAT APPLY TO THE PROJECT, INCLUDING BUT NOT
<br />LIMITED TO THE FOLLOWING BMPs:
<br />A. DRAIN INLET PROTECTION - CALIFORNIA STORMWATER BMP HANDBOOK SECTION SE -10
<br />B. SOLID WASTE MANAGEMENT - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-5
<br />C. MATERIAL STORAGE - CALIFORNIA STORMWATER BMP HANDBOOK SECTION WM-1
<br />D. PAVING - CALIFORNIA STORMWATER BMP HANDBOOK SECTION NS -3
<br />E. DUST CONTROL, SEDIMENT CONTROL, EROSION CONTROL AND CONCRETE WASHOUT AREAS - SHOWN ON THIS SHEET WITH DETAILS
<br />CRUSHED AGGREGATE GREATER
<br />DITCH TO CARRY RUNOFF TO A THAN 3" BUT SMALLER THAN 6"
<br />SEDIMENT TRAPPING DEVICE
<br />NOTE: 12"
<br />INSTALL FIBER ROLL MIN. 2" MIN. CORRUGATED STEEL PANELS
<br />ALONG A LEVEL CONTOUR. 4" MAX. 20'R
<br />MIN. ORIGINAL
<br />3/4"x3/4" c�
<br />=cam GRADE
<br />MyAX r/ y WOOD STAKES �5� �A
<br />'Il y MAX. 4' SPACING
<br />'` ---- --
<br />�P 12"MIN., UNLESS OTHERWISE FILTER
<br />y `
<br />y ySPECIFIED BY A SOILS FABRIC
<br />FIBER y ENTRENCHMENT DETAIL 0'R MIN. q ENGINEER
<br />y
<br />-V y
<br />y y
<br />y
<br />ROLLS y y 4 y
<br />y y y y y AX
<br />PLYWOOD y y
<br />y y
<br />48"x48" y y y MAX. ,//%
<br />y / ////
<br />y /j/// ///// yljl
<br />PAINTED WHITE y /'' ''' y
<br />yi'�i '' y y
<br />y
<br />y
<br />BLACK LETTERS y
<br />, y
<br />6" HEIGHT y y y
<br />y
<br />y y
<br />0.5" LAG y
<br />SCREWS
<br />WOOD POST TYPICAL FIBER ROLL INSTALLATION
<br />3111
<br />FIBER ROLLS (SE -5)
<br />NOT TO SCALE
<br />NOT TO SCALE
<br />SEDIMENT CONTROL
<br />FABRIC
<br />RUNOFF WATER
<br />W/ SEDIMENT
<br />GRAVEL
<br />ATTACH TO
<br />EXISTING FENCE IF
<br />ONE EXISTS
<br />POST
<br />7.5' O.C.
<br />ro
<br />N
<br />d
<br />SECTION
<br />n"vn"
<br />PLAN VIEW
<br />n A
<br />JOINING
<br />SILT FENCE SEDIMENT BARRIER (SE -1)
<br />NOT TO SCALE
<br />■
<br />SIEGFRIED
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />Fax: 209-942-0214
<br />www.siegfriedeng.com
<br />CIVIL
<br />■ STRUCTURAL
<br />■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />■ PLANNING
<br />■ ATHLETIC
<br />FACILITY DESIGN
<br />REVISIONS
<br />No. Date Description
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />EROSION
<br />CONTROL PLAN
<br />Pro] Mgr AKM
<br />Drawn by ARM
<br />Date 07/22/2022
<br />Job No. 21172
<br />SHEET:
<br />OC6mO
<br />7 OF: 9
<br />SECTION A -A
<br />INSTALL A FIBER ROLL
<br />i
<br />QQ' WASH RACK `
<br />CRUSHED AGGREGATE GREATER THAN
<br />NEAR SLOPE WHERE IT
<br />50' OR 4X THE CIRCUM.
<br />B �'�`L
<br />3" BUT SMALLER THAN 6"
<br />TRANSITIONS INTO A
<br />OF THE LARGEST VEHICLE TIRE,
<br />FILTER FABRIC ORIGINAL
<br />STEEPER SLOPE
<br />WHICHEVER IS GREATER
<br />GRADE
<br />NOTE:
<br />MANY DESIGNS CAN BE FIELD
<br />FABRICATED, OR FABRICATED UNITS
<br />12" MIN., UNLESS OTHERWISE SPECIFIED
<br />MAY BE USED.
<br />BY A SOILS ENGINEER
<br />STABILIZED CONSTRUCTION ENTRANCE/EXIT TIRE
<br />WASH (TC -1)
<br />NOT TO SCALE
<br />SEDIMENT CONTROL
<br />FABRIC
<br />RUNOFF WATER
<br />W/ SEDIMENT
<br />GRAVEL
<br />ATTACH TO
<br />EXISTING FENCE IF
<br />ONE EXISTS
<br />POST
<br />7.5' O.C.
<br />ro
<br />N
<br />d
<br />SECTION
<br />n"vn"
<br />PLAN VIEW
<br />n A
<br />JOINING
<br />SILT FENCE SEDIMENT BARRIER (SE -1)
<br />NOT TO SCALE
<br />■
<br />SIEGFRIED
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />Fax: 209-942-0214
<br />www.siegfriedeng.com
<br />CIVIL
<br />■ STRUCTURAL
<br />■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />■ PLANNING
<br />■ ATHLETIC
<br />FACILITY DESIGN
<br />REVISIONS
<br />No. Date Description
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />EROSION
<br />CONTROL PLAN
<br />Pro] Mgr AKM
<br />Drawn by ARM
<br />Date 07/22/2022
<br />Job No. 21172
<br />SHEET:
<br />OC6mO
<br />7 OF: 9
<br />
|