|
EXISTING GROUND
<br />FILTER FABRIC (SHALL BE
<br />EQUIVALENT TO -TYPAR'
<br />3401 WITH MIN, STRENGTH
<br />OF 1351 & SIEVE OPENING
<br />70-100).
<br />EXISTING GROUND
<br />3Q�
<br />'�. 30° min. +
<br />Top of curb
<br />rnT
<br />Top
<br />of % T
<br />gutter -�'+ Expansion o
<br />Expansion
<br />1 Joint
<br />joint \ �'
<br />Lip of gutter
<br />Catchbasin assembly to be set
<br />PLAN 1" below flow line of gutter
<br />Sidewalk 9 4" throat
<br />�2" Min. opening �24"�
<br />_
<br />;- co
<br />1/2 dia.
<br />bolt "
<br />Ln
<br />Boss to hold x
<br />grate in place E E GRATE
<br />24" dia. conc.12" dia. N `t
<br />pipe (see note min.
<br />no. 5) S= .01 min.
<br />12" 25 1/2"
<br />._._ 6..
<br />SECTION
<br />NOTES:
<br />1. All exposed steel shall be dipped with PLAN OF FRAME
<br />2 coats of coal tar pitch heated to a
<br />3"
<br />minimum of 180' or galvanized.
<br />2. Grate, frame and side inlet shall conform to
<br />South Bay Foundry A-645 frame with either A-390
<br />rivited or A -390-M fabricated steel grate.
<br />3. Grate shall be chained to frame.
<br />4. Grate shall be depressed 1" below gutter
<br />profile grade.
<br />5. 24' pipe barrel shall be class II R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />Ne. W.d..a By Awand by
<br />TYPE 1
<br />D'^'^ 4JLD CURB INLET CATCHBASIN
<br />Chl by COUNTY OF SAN JOAQUIN Dl SEPT. 1991
<br />scow NONE DEPWRDAENT OF PUBLIC WORKS Dm wq D - 13
<br />PROFILE VIEW
<br />cm, MTN
<br />�- PROVIDE TRANSITION
<br />BETWEEN STABILIZED
<br />CONSTRUCTION ENTRANCE
<br />AND PUBLIC RIGHT-OF-WAY
<br />PUBLIC R,O.W,
<br />8' MIN. (2'-3')
<br />CLEAN CRUSHED ROCK
<br />40' MIN.
<br />PLAN VIEW
<br />STABILIZED CONSTRUCTI❑N ENTRANCE
<br />N.T.S.
<br />TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
<br />DESIGN AND CONSTRUCTI❑N SPECIFICATIONS
<br />1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE 2 TO 3 INCH STONE,
<br />2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 8 INCHES,
<br />3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF
<br />ALL POINTS OF INGRESS OR EGRESS.
<br />4, THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET
<br />5. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
<br />TRACKING OR FL❑WING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY
<br />REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS
<br />DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP
<br />SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC
<br />RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY,
<br />6. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO
<br />ENTRANCE ONTO PUBLIC RIGHT OF WAY, WHEN WASHING IS REQUIRED, IT SHALL
<br />BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INT❑ AN
<br />APPROVED SEDIMENT TRAP, OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE
<br />PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE
<br />THROUGH USE OF SANDBAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS,
<br />7. CONTRACTOR TO REMOVE AND DISPOSE OF STABILIZED CONSTRUCTION ENTRANCE
<br />UPON COMPLETION OF CONSTRUCTION,
<br />UNAUTHORIZED CHANGES AND USESI
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR
<br />LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY
<br />THE PREPARER OF THESE PLANS.
<br />3/4" DIA.
<br />I
<br />X5/8" 5/8!i -I -�
<br />3 7/16" �- - 19"--I 3 7/16"
<br />25 7/8"
<br />HOOD
<br />24"
<br />GRATE
<br />HOOP
<br />1 1/4
<br />3 1/
<br />5 1/4
<br />5/8�
<br />END VIEW OF HOOD
<br />SECTION A
<br />NOTES:
<br />'
<br />1.
<br />FRAME AND HOOD A
<br />A
<br />c IMU
<br />BOLT FOR
<br />2) THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE NYLON, POLYESTER, OR ETHYLENE FABRIC WITH
<br />A MIN, TENSILE STRENGTH OF 50 LBS. PER LINEAL FOOT, AN EQUIVALENT OPENING SIZE NOT GRATER THAN 20 SIEVE AND WITH
<br />A MIN, FLOW RATE OF 40 GALLONS/ MINUTE/ SOFT.
<br />3) THE FILTER BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY EXISTING INLET GRATE, PROVIDED NO MODIFICATION OR
<br />DAMAGE SHALL BE DONE TO THE INLET GRATE OR FRAME, THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN 1,3CM
<br />(,5') ABOVE THE INLET FRAME (SEE DETAIL A )
<br />4) THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED.
<br />5) FLOWS SHALL NOT BE ALLOWED TO BYPASS THE FILTER BAG, THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF
<br />THE INLET EXCEPT AS SHOWN FOR FLOOD RELEASE
<br />6) INLET FILTERBAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT DURING THE WET SEASON AND MONTHLY
<br />DURING THE DRY SEASON, SEDIMENT AND DEBRIS SHALL BE REMOVED BEFORE ACCUMULATIONS HAVE REACHED ONE THIRD THE
<br />DEPTH IF THE BAG, BAGS SHALL BE REPAIRED OR REPLACED AS SOON AS DAMAGE OCCURS,
<br />STORM DRAINAGE SYSTEM CONSTRUCTION NOTES,
<br />STANDARD
<br />OF CAST IRON CONFORMING
<br />°i
<br />CHAIN
<br />TO ASTM A -48 -CLASS 30.
<br />VALVE BOX
<br />2.
<br />M
<br />a 4"CLEARANCE
<br />QROFESS/p4
<br />SHALL BE HS20-44 RATED. 33"
<br />Na IN
<br />N N
<br />NOTES:
<br />'
<br />1.
<br />FRAME AND HOOD A
<br />A
<br />20" MAX, 1-
<br />SHALL BE MANUFACTURED
<br />2) THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE NYLON, POLYESTER, OR ETHYLENE FABRIC WITH
<br />A MIN, TENSILE STRENGTH OF 50 LBS. PER LINEAL FOOT, AN EQUIVALENT OPENING SIZE NOT GRATER THAN 20 SIEVE AND WITH
<br />A MIN, FLOW RATE OF 40 GALLONS/ MINUTE/ SOFT.
<br />3) THE FILTER BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY EXISTING INLET GRATE, PROVIDED NO MODIFICATION OR
<br />DAMAGE SHALL BE DONE TO THE INLET GRATE OR FRAME, THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN 1,3CM
<br />(,5') ABOVE THE INLET FRAME (SEE DETAIL A )
<br />4) THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED.
<br />5) FLOWS SHALL NOT BE ALLOWED TO BYPASS THE FILTER BAG, THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF
<br />THE INLET EXCEPT AS SHOWN FOR FLOOD RELEASE
<br />6) INLET FILTERBAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT DURING THE WET SEASON AND MONTHLY
<br />DURING THE DRY SEASON, SEDIMENT AND DEBRIS SHALL BE REMOVED BEFORE ACCUMULATIONS HAVE REACHED ONE THIRD THE
<br />DEPTH IF THE BAG, BAGS SHALL BE REPAIRED OR REPLACED AS SOON AS DAMAGE OCCURS,
<br />STORM DRAINAGE SYSTEM CONSTRUCTION NOTES,
<br />STANDARD
<br />OF CAST IRON CONFORMING
<br />REQUIREMENTS.
<br />8
<br />TO ASTM A -48 -CLASS 30.
<br />VALVE BOX
<br />2.
<br />FRAME, GRATE, AND HOOD
<br />a 4"CLEARANCE
<br />QROFESS/p4
<br />SHALL BE HS20-44 RATED. 33"
<br />y
<br />3.
<br />GRATE SHALL BE RIVITED STEEL, PLAN OF FRAME
<br />SHEET
<br />HOT -DIPPED GALVANIZED AND CHAINED TO
<br />PLANNING ENGINEERING SURVEYING
<br />I
<br />MECHANICAL
<br />FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN.
<br />STATE
<br />4.
<br />FRAME AND HOOD SHALL BE
<br />'
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />SCALD AS SHOWN
<br />COATED WITH BITUMINOUS
<br />PERMIT
<br />Q
<br />MATERIAL CONFORMING TO
<br />(209)476-0011
<br />4.
<br />A.W.W.A. C203.
<br />/
<br />5
<br />5.
<br />FRAME SHALL WEIGH 154 LBS.,
<br />�
<br />GRATE SHALL WEIGH 42 LBS.,
<br />OF SIX
<br />HOOD SHALL WEIGH 100 LBS.
<br />����/*_}'_-��
<br />6.
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND HOOD.
<br />REVISION DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />COUNTY OF SAN JOAQUIN
<br />APPROVED BY
<br />FRAME & GRATE
<br />SAN JOAQUIN COUNTY DATE
<br />TYPE 1 CURB INLET
<br />CATCHBASIN
<br />DIRECTOR OF PUBLIC WORKS
<br />P
<br />IMPROVEMENT CW -M9
<br />STANDARD NO.
<br />EROSION CONTROL DETAILS
<br />2' X 4' - 4' LONG WOOD
<br />STAKE 2 PER BALE ❑R
<br />4' LONG #4 REBAR
<br />/STAKED AND ENTRENCHED
<br />STRAW BALE
<br />BINDING WIRE
<br />❑R TWINE SEDIMENT LADEN RUN-OFF
<br />FILTERED RUN-OFF
<br />COMPACTED SOIL TO
<br />/),--
<br />PREVENT RUN-OFF
<br />ZI ER❑SI❑N CONTROL NOTES,
<br />1, CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR EROSION,
<br />AND STORM WATER C❑TR
<br />TYPICAL STRAW
<br />BALE DETAIL
<br />-� 3 I STRAW BALE (TYPJ
<br />- T2'
<br />STAKED PER TYPICAL T
<br />STRAW BALE DETAIL .` I
<br />TYPICAL INLET DETAIL
<br />N.T.S.
<br />REVISIONS
<br />HYDRANT
<br />PUMPER OUTLET FACING STREET
<br />16" MIN. 2" MIN.
<br />4" MAX.
<br />'
<br />STORM DRA/N INLET F/L TER BAG NOTES'
<br />DISCHARGE ELIMINATION SYSTEM BEST MANAGEMENT PRACTICE REQUIREMENTS.
<br />1)
<br />20" MAX, 1-
<br />7
<br />2) THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE NYLON, POLYESTER, OR ETHYLENE FABRIC WITH
<br />A MIN, TENSILE STRENGTH OF 50 LBS. PER LINEAL FOOT, AN EQUIVALENT OPENING SIZE NOT GRATER THAN 20 SIEVE AND WITH
<br />A MIN, FLOW RATE OF 40 GALLONS/ MINUTE/ SOFT.
<br />3) THE FILTER BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY EXISTING INLET GRATE, PROVIDED NO MODIFICATION OR
<br />DAMAGE SHALL BE DONE TO THE INLET GRATE OR FRAME, THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN 1,3CM
<br />(,5') ABOVE THE INLET FRAME (SEE DETAIL A )
<br />4) THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED.
<br />5) FLOWS SHALL NOT BE ALLOWED TO BYPASS THE FILTER BAG, THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF
<br />THE INLET EXCEPT AS SHOWN FOR FLOOD RELEASE
<br />6) INLET FILTERBAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT DURING THE WET SEASON AND MONTHLY
<br />DURING THE DRY SEASON, SEDIMENT AND DEBRIS SHALL BE REMOVED BEFORE ACCUMULATIONS HAVE REACHED ONE THIRD THE
<br />DEPTH IF THE BAG, BAGS SHALL BE REPAIRED OR REPLACED AS SOON AS DAMAGE OCCURS,
<br />STORM DRAINAGE SYSTEM CONSTRUCTION NOTES,
<br />STANDARD
<br />SPECIFICATIONS AND STANDARD PLANS FOR MATERIALS AND INSTALLATION
<br />REQUIREMENTS.
<br />8
<br />VALVE BOX
<br />CONTRACTOR SHALL PREVENT POSSIBLE STORM WATER POLLUTION
<br />STORM DRAINAGE
<br />FROM ENTERING
<br />a 4"CLEARANCE
<br />QROFESS/p4
<br />W ❑ N G ENGINEERS, INC,
<br />"T"
<br />CATCH BASINS DURING CONSTRUCTION.
<br />SAN JOAQUIN COUNTY,
<br />SHEET
<br />HYDRANT
<br />PLANNING ENGINEERING SURVEYING
<br />I
<br />MECHANICAL
<br />JOINT
<br />STATE
<br />WATER RESOURCES
<br />'
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />SCALD AS SHOWN
<br />CONTROL BOARD (SWRCB) ORDER NO. 99-08-DWQ, NPDES GENERAL
<br />PERMIT
<br />Q
<br />-
<br />(209)476-0011
<br />4.
<br />�
<br />/
<br />5
<br />IT
<br />�
<br />OF SIX
<br />����/*_}'_-��
<br />THRUST BLOCK
<br />❑
<br />FILE
<br />CONCRETE BLOCK -� THRUST
<br />SECTION GATE VALVE BLOCK
<br />NOTES:
<br />1. HYDRANT MODEL TO BE APPROVED BY AGENCY.
<br />2. SEE STANDARDS FOR LOCATION OF HYDRANT.
<br />3. HYDRANTS SHALL BE CLEAN AND FREE OF CONCRETE.
<br />4. HYDRANTS SHALL BE PAINTED YELLOW, IN ACCORDANCE WITH AGENCY STANDARDS.
<br />5 6" DIA. PVC PIPE (AWWA C-900 WITH CIP EQUIVALENT O.D.)
<br />6 FIRE HYDRANT LATERALS GREATER THAN 100 LF, SHALL HAVE A GATE VALVE INSTALLED
<br />NEAR THE FIRE HYDRANT AS APPROVED BY THE AGENCY.
<br />❑7 BREAK AWAY SPOOL WITH HOLLOW BREAK -OFF BOLTS WITH NUT ON BOTTOM AT
<br />CONNECTION TO HYDRANT.
<br />® EXPANSION JOINT MATERIAL WHERE HYDRANT IS PLACED IN CONCRETE.
<br />REVISION I DATE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED BY
<br />COUNTY OF SAN JOAQUIN
<br />SAN JOAQUIN COUNTY DATE
<br />FIRE HYDRANT DIRECTOR OF PUBLIC WORKS JUNE 1997
<br />ASSEMBLY IMPROVEMENT CW -W18
<br />STANDARD N0.
<br />5 CM (2) EX/ST/NG L
<br />EXISTING OPEN MIN/MUM /NL ET GRA
<br />BACK HOOD PERFORA TED 4 " PVC
<br />CURB
<br />DETAIL A
<br />d.
<br />5CM(2)
<br />MIN/MUM
<br />AT BACK
<br />(FL OOD
<br />RELEASE)
<br />MAXIMUM/
<br />BAG WIDTH
<br />MINIMUM
<br />I BAG WIDTH
<br />\ (BACK OF
<br />GRA TE) /
<br />CONTACT
<br />A T FRONT
<br />AND SIDES
<br />CONTACT
<br />ALL SIDES
<br />DETAIL A
<br />OUTLET PIPE OUTLET PIPE
<br />STORM DRA/N INLET f TER BAG
<br />NO SCALE
<br />EXISTING DROP
<br />INLET GRA --
<br />FIL TER
<br />FRAME
<br />(OPTIONAL)
<br />1.3 CU 5')
<br />MAXIMUM
<br />EXISTING DROP
<br />INLET GRATE
<br />DETAIL "A "
<br />NO SCALE
<br />OL LAWS AND REGULATIONS IN EFFECT AT TIME
<br />OF CONSTRUCTION, SUCH AS BUT NOT LIMITED TO THE NATIONAL POLLUTION
<br />AND EROSION CONTROL PERMIT COMPLETED.
<br />STORM DRA/N INLET F/L TER BAG NOTES'
<br />DISCHARGE ELIMINATION SYSTEM BEST MANAGEMENT PRACTICE REQUIREMENTS.
<br />1)
<br />THE MAXIMUM DRAINAGE AREA PER FILTER SHALL BE NO MORE THAN 2 ACRES,
<br />FE -R-11 STRAW BALE DIKE
<br />CONSTRUCTIONSPECIFICATIONS:
<br />1. BALES SHALLLLBBE
<br />E PLACED INA ROW WITH ENDS TIGHTLY ABUTTING.
<br />2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM ❑F 4 INCHES,
<br />3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY TWO STAKES OR
<br />REBAR DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE
<br />SHALL BE DRIVEN TOWARD THE PREVI❑SLY LAID BALE TO FORCE
<br />THE BALES TOGETHER.
<br />4, THE DIKE SHALL BE INSPECTED AFTER EACH STORM, AND REPAIR OR
<br />REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED,
<br />5. BALES SHALL BE REMOVED WHEN THEY SERVED THEIR PURPOSE
<br />S❑ AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE,
<br />2) THE FILTER BAG SHALL BE MANUFACTURED FROM UV RESISTANT POLYPROPYLENE NYLON, POLYESTER, OR ETHYLENE FABRIC WITH
<br />A MIN, TENSILE STRENGTH OF 50 LBS. PER LINEAL FOOT, AN EQUIVALENT OPENING SIZE NOT GRATER THAN 20 SIEVE AND WITH
<br />A MIN, FLOW RATE OF 40 GALLONS/ MINUTE/ SOFT.
<br />3) THE FILTER BAG MAY BE SUSPENDED FROM OR HELD IN PLACE BY EXISTING INLET GRATE, PROVIDED NO MODIFICATION OR
<br />DAMAGE SHALL BE DONE TO THE INLET GRATE OR FRAME, THE INLET GRATE SHALL NOT BE CAUSED TO REST MORE THAN 1,3CM
<br />(,5') ABOVE THE INLET FRAME (SEE DETAIL A )
<br />4) THE FILTER BAG MAY EXTEND TO THE BOTTOM OF THE INLET BOX PROVIDED THE OUTLET PIPE IS UNOBSTRUCTED.
<br />5) FLOWS SHALL NOT BE ALLOWED TO BYPASS THE FILTER BAG, THE BAG OR ITS FRAME SHALL CATCH FLOWS AT ALL SIDES OF
<br />THE INLET EXCEPT AS SHOWN FOR FLOOD RELEASE
<br />6) INLET FILTERBAGS SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT DURING THE WET SEASON AND MONTHLY
<br />DURING THE DRY SEASON, SEDIMENT AND DEBRIS SHALL BE REMOVED BEFORE ACCUMULATIONS HAVE REACHED ONE THIRD THE
<br />DEPTH IF THE BAG, BAGS SHALL BE REPAIRED OR REPLACED AS SOON AS DAMAGE OCCURS,
<br />STORM DRAINAGE SYSTEM CONSTRUCTION NOTES,
<br />I NO. DESCRIPTION J DATE I BY I
<br />W HIN THESE PLANS cu
<br />W N0. 14,269 m n°Fly ARE TO BE CONSIDERED AS 'REFERENCE DETAILS' ONLY AND THE CITY'S APPROVAL OF THESE
<br />Or EXPIRES: 3-31-20053,... ' , {�"'-"O PLANS AND 'REFERENCE DETAILS' DOES NOT RELIEVE THE OWNER/DEVELOPER FROM COMPLIANCE < Qom'
<br />WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS APPROVED BY THE CITY'S
<br />CIVIL
<br />STORMWATER DIVISION, a
<br />�Tqj P SCO5. IN ADDITION TO ALL THE OTHER REQUIRED PERMITS, THE CONTRACTOR SHALL HAVE A GRADING NwQ
<br />F OF CAUFO
<br />AND EROSION CONTROL PERMIT COMPLETED.
<br />1,
<br />STORM DRAINAGE PIPES AND MAINTENANCE HOLES SHALL CONFORM
<br />TO THE
<br />SAN JOAQUIN COUNTY
<br />6. PROJECT UNDER 5.00 ACRES; THEREFORE, NO
<br />SWPPP NUMBER REQUIRED FOR THIS PROJECT,
<br />SPECIFICATIONS AND STANDARD PLANS FOR MATERIALS AND INSTALLATION
<br />REQUIREMENTS.
<br />llo
<br />2.
<br />CONTRACTOR SHALL PREVENT POSSIBLE STORM WATER POLLUTION
<br />STORM DRAINAGE
<br />FROM ENTERING
<br />INT❑
<br />QROFESS/p4
<br />W ❑ N G ENGINEERS, INC,
<br />JOB 13338 TRACT 3172
<br />CATCH BASINS DURING CONSTRUCTION.
<br />SAN JOAQUIN COUNTY,
<br />SHEET
<br />��O C CHANCE µ.ON�(�
<br />PLANNING ENGINEERING SURVEYING
<br />I
<br />3.
<br />THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE
<br />STATE
<br />WATER RESOURCES
<br />'
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />SCALD AS SHOWN
<br />CONTROL BOARD (SWRCB) ORDER NO. 99-08-DWQ, NPDES GENERAL
<br />PERMIT
<br />NO. CAS000002,
<br />-
<br />(209)476-0011
<br />4.
<br />ANY AND ALL SEDIMENT AND/OR EROSION CONTROL DETAILS CONTAINED
<br />SHEET
<br />IT
<br />W HIN THESE PLANS cu
<br />W N0. 14,269 m n°Fly ARE TO BE CONSIDERED AS 'REFERENCE DETAILS' ONLY AND THE CITY'S APPROVAL OF THESE
<br />Or EXPIRES: 3-31-20053,... ' , {�"'-"O PLANS AND 'REFERENCE DETAILS' DOES NOT RELIEVE THE OWNER/DEVELOPER FROM COMPLIANCE < Qom'
<br />WITH THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AS APPROVED BY THE CITY'S
<br />CIVIL
<br />STORMWATER DIVISION, a
<br />�Tqj P SCO5. IN ADDITION TO ALL THE OTHER REQUIRED PERMITS, THE CONTRACTOR SHALL HAVE A GRADING NwQ
<br />F OF CAUFO
<br />AND EROSION CONTROL PERMIT COMPLETED.
<br />a C:� LJ
<br />6. PROJECT UNDER 5.00 ACRES; THEREFORE, NO
<br />SWPPP NUMBER REQUIRED FOR THIS PROJECT,
<br />llo
<br />CL
<br />W ❑ N G ENGINEERS, INC,
<br />JOB 13338 TRACT 3172
<br />SAN JOAQUIN COUNTY,
<br />SHEET
<br />PLANNING ENGINEERING SURVEYING
<br />I
<br />DATEI JULY 2002 MICHAEL
<br />ESTATES
<br />CALIFORNIA
<br />'
<br />4578 FEATHER RIVER DRIVE, SUITE A
<br />STOCKTON, CALIFORNIA
<br />SCALD AS SHOWN
<br />4
<br />(209)476-0011
<br />NI
<br />DRAWSE
<br />ER❑SI❑N C❑NTR❑L/DETAIL
<br />SHEET
<br />DATEI 8-7-2002 DESIGNI
<br />OF SIX
<br />����/*_}'_-��
<br />R.C.E. 14269 CHECKEDI ZCW
<br />FILE
<br />
|