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THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
<br />INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
<br />EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY
<br />NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
<br />DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
<br />ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2020.
<br />DSA APPLICATION NO:
<br />SHEET TITLE:
<br />NUMBER:
<br />PROJECT NO:
<br />DATE ISSUED:
<br />REVISIONS:
<br />SHEET
<br />6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707
<br />T 949.809.3380 WWW.SVA-ARCHITECTS.COM
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<br />DESCRIPTION DATE
<br />S T R U C T U R A L
<br />E N G I N E E R S I N C
<br />Quality
<br />Service
<br />Commitment
<br />C I V I L
<br />V C A
<br />MBE DBE SBE
<br />SOIL/SLOPE STABILIZATION PRACTICES SHALL BE DESIGNED TO PRESERVE EXISTING VEGETATION WHERE
<br />FEASIBLE AND TO REVEGETATE OPEN AREAS AS SOON AS FEASIBLE AFTER GRADING. THESE CONTROL
<br />PRACTICES SHALL INCLUDE TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, SOD STABILIZATION,
<br />VEGETATIVE BUFFER STRIPS, PROTECTION OF TREES, OR OTHER SOIL STABILIZATION PRACTICES.
<br />SOIL STABILIZATION SHALL BE IMPLEMENTED ON ALL INACTIVE DISTURBED AREAS FROM NOVEMBER 1
<br />THRU APRIL 15 AND ON ALL DISTURBED AREAS DURING A RAIN EVENT OR POTENTIAL RAIN.
<br />STABILIZATION PRACTICES SHALL CONTROL/PREVENT EROSION FROM THE FORCES OF WIND AND WATER.
<br />STABILIZATION PRACTICES SHALL BE IMPLEMENTED IN CONJUNCTION WITH SEDIMENT
<br />TRAPPING/FILTERING PRACTICES AND PRACTICES TO REDUCE THE TRACKING OF SEDIMENT ONTO PAVED
<br />ROADS.
<br />WHEN USING STRAW MULCHING, THE MINIMUM APPLICATION SHALL BE 2 TONS/ACRE. MULCH MUST BE
<br />ANCHORED IMMEDIATELY TO MINIMIZE LOSS BY WIND OR WATER.
<br />WHEN USING HYDROSEEDING/MULCHING, THE MINIMUM APPLICATION OF WOOD FIBER SHALL BE 1,500
<br />LBS/ACRE, THAT DOES NOT CONTAIN MORE THAN 50 PERCENT NEWSPRINT.
<br />FOR SEEDING RECOMMENDATIONS, USDA, NATURAL RESOURCES CONSERVATION SERVICE.
<br />NOTES:
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />MAXIMUM
<br />SLOPE LENGTH
<br />MAXIMUM TRIBUTARY
<br />AREA .25 ACRE/100FT
<br />OF FENCE
<br />MAXIM
<br />U
<br />M
<br />WIDTH
<br />=
<br />5
<br />0
<br />0
<br />'
<br />SILT FENCE
<br />TURN LOST 6' OF
<br />FENCE UP-SLOPE
<br />SILT FENCE CONSTRUCTED
<br />ALONG LEVEL CONTOUR
<br />POST
<br />6' OC (MAX)
<br />30
<br />"
<br />18
<br />"
<br />COMPACTED
<br />BACKFILL
<br />FILTER FABRIC6"
<br />NOTES:
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />CONSTRUCT THE SILT FENCE ALONG A LEVEL CONTOUR.
<br />SILT FENCES SHALL REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY
<br />STABILIZED.
<br />PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND ALLOW
<br />SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOE OF SLOPE OR
<br />OTHER OBSTRUCTIONS. ABOUT 1200 SQ. FT. OF PONDING AREA SHALL BE PROVIDED FOR
<br />EVERY ACRE DRAINING TO THE FENCE.
<br />TURN THE ENDS OF THE FILTER FENCE UPHILL TO PREVENT STORMWATER FROM FLOWING
<br />AROUND THE FENCE.
<br />LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWNSLOPE FROM THE FENCE.
<br />DO NOT PLACE IN LIVE STREAM OR INTERMITTENTLY FLOWING CHANNELS.
<br />WHEN STANDARD FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE
<br />FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE
<br />STAPLES AT LEAST 1 INCH LONG. TIE WIRES OR HOG RINGS.
<br />CONTAINMENT AREA
<br />ABSORBENT
<br />CLEANUP
<br />MATERIAL
<br />GRAVEL BAGS (TYP)
<br />1.THE TIRE WASH REQUIRES A SUPPLY OF WASH WATER.
<br />2.A TURNOUT OR DOUBLEWIDE EXIT IS REQUIRED TO AVOID HAVING ENTERING VEHICLES DRIVE THROUGH THE
<br />WASH AREA.
<br />3.DO NOT USE WHERE WET TIRE TRUCKS LEAVING THE SITE LEAVE THE ROAD DANGEROUSLY SLICK.
<br />4.INCORPORATE WITH A STABILIZED CONSTRUCTION ENTRANCE/EXIT.
<br />5.CONSTRUCT ON LEVEL GROUND WHEN POSSIBLE, ON A PAD OF COARSE AGGREGATE GREATER THAN 3 IN.
<br />BUT SMALLER THAN 6 IN. A GEOTEXTILE FABRIC SHOULD BE PLACED BELOW THE AGGREGATE.
<br />6.WASH RACK SHOULD BE DESIGNED AND CONSTRUCTED/MANUFACTURED FOR ANTICIPATED TRAFFIC LOADS.
<br />NOTES:
<br />BERMED
<br />CONTAINMENT
<br />AREA
<br />IMPERVIOUS
<br />SURFACE/LINING
<br />ABSORBENT
<br />CLEANUP MATERIAL
<br />FUELING SHALL BE PERFORMED IN A DESIGNATED AREA, AWAY FROM COURSES. ABSORBENT
<br />CLEANUP MATERIAL SHALL BE ON SITE AND USED IMMEDIATELY IN THE EVENT OF A SPILL.
<br />NOTE:
<br />LEAKING VEHICLES AND EQUIPMENT SHALL NOT BE ALLOWED ON-SITE. EQUIPMENT AND
<br />VEHICLES SHALL BE INSPECTED FREQUENTLY FOR LEAKS AND SHALL BE REPAIRED
<br />IMMEDIATELY. CLEAN UP SPILLS AND LEAKS PROMPTLY WITH ABSORBENT; DO NOT FLUSH
<br />WITH WATER.
<br />VEHICLES AND EQUIPMENT SHALL BE MAINTAINED AND REPAIRED ON-SITE ONLY IN
<br />DESIGNATED AREAS. PREVENT RUN-ON AND RUN-OFF FROM DESIGNATED AREAS.
<br />CONTAINMENT DEVICES SHALL BE PROVIDED AND AREAS SHALL BE COVERED IF NECESSARY.
<br />DESIGNATE ON-SITE VEHICLE AND EQUIPMENT MAINTENANCE AREAS, WAY FROM STORM
<br />DRAIN INLETS AND WATERCOURSES.
<br />ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN OR DROP CLOTH, TO CATCH
<br />SPILLS AND LEAKS WHEN REMOVING OR CHANGING FLUIDS.
<br />LEGALLY DISPOSE OF USED OILS, FLUIDS, AND LUBRICANTS.
<br />PROVIDE SPILL CONTAINMENT DIKES OR SECONDARY CONTAINMENT AROUND STORED OIL,
<br />FUEL, AND CHEMICAL DRUMS.
<br />MAINTAIN ON ADEQUATE SUPPLY OF ABSORBENT SPILL CLEANUP MATERIALS IN DESIGNATED
<br />AREA.
<br />NOTES:
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />1.
<br />AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, I HAVE READ AND UNDERSTAND
<br />THE REQUIREMENTS TO CONTROL STORM WATER POLLUTION FROM SEDIMENTS, EROSION, AND
<br />CONSTRUCTION MATERIALS, AND I CERTIFY THAT I WILL COMPLY WITH THESE REQUIREMENTS. I, OR
<br />MY REPRESENTATIVE, CONTRACTOR, DEVELOPER, OR ENGINEER, WILL MAKE CERTAIN THAT ALL BMP
<br />SHOWN ON THIS PLAN WILL BE FULLY IMPLEMENTED, AND ALL EROSION CONTROL DEVICES WILL BE
<br />KEPT CLEAN AND FUNCTIONING. PERIODIC INSPECTIONS OF THE BMPs WILL BE CONDUCTED AND A
<br />CURRENT LOG, SPECIFYING THE EXACT NATURE OF THE INSPECTION AND ANY REMEDIAL MEASURES,
<br />WILL BE KEPT AT THE CONSTRUCTION SITE AT ALL TIMES AND WILL BE AVAILABLE FOR THE REVIEW BY
<br />THE BUILDING OFFICIAL.
<br />AS THE PROJECT OWNER OR AUTHORIZED AGENT OF THE OWNER, "I CERTIFY THAT THIS DOCUMENT
<br />AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE
<br />WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND
<br />EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO
<br />MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE
<br />INFORMATION, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE INFORMATION SUBMITTED IS TRUE,
<br />ACCURATE, AND COMPLETE. I AM AWARE THAT SUBMITTING FALSE AND/OR INACCURATE
<br />INFORMATION, FAILING TO UPDATE THE LOCAL SWPPP TO REFLECT CURRENT CONDITIONS, OR FAILING
<br />TO PROPERLY AND/OR ADEQUATELY IMPLEMENT THE LOCAL SWPPP MAY RESULT IN REVOCATION OF
<br />GRADING AND/OR OTHER PERMITS OR OTHER SANCTIONS PROVIDED BY THE LAW."
<br />___________________________________ _______
<br />OWNER OR AUTHORIZED REPRESENTATIVE (PERMITEE) DATE
<br />OWNER STATEMENT OF UNDERSTANDING:
<br />11 STATEMENT OF UNDERSTANDINGSTABILIZED CONSTRUCTION ENTRANCE / EXIT7NOT TO SCALE
<br />EQUIPMENT REPAIR/MAINTENANCE9NOT TO SCALE
<br />SILT FENCE8NOT TO SCALE
<br />IN CASE OF EMERGENCY, CALL 911.
<br />A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON
<br />(NOVEMBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT
<br />CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT.
<br />EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING
<br />OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONGER REQUIRED.
<br />GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP
<br />OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE A
<br />POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS.
<br />ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE
<br />DISPOSED OF PROPERLY.
<br />A GUARD SHALL BE POSTED ON SITE WHEREVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS TWO FEET. THE
<br />DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING
<br />OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING
<br />OPERATIONS.
<br />THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE
<br />SITE IS LEFT TO THE DISCRETION OF THE QSP. ADDITIONAL DEVICES AS NEEDED SHALL BE INSTALLED TO RETAIN
<br />SEDIMENTS AND OTHER POLLUTANTS ON SITE.
<br />DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 OF THE
<br />FOLLOWING YEAR WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL.
<br />STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT
<br />PROGRESSES, THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER.
<br />PLANS REPRESENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL.
<br />EVERY EFFORT MUST BE MADE TO ELIMINATE THE DISCHARGE OF NONSTORM WATER FROM THE PROJECT SITE AT
<br />ALL TIMES.
<br />ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM
<br />THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES, OR WIND.
<br />STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM BEING
<br />TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.
<br />FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTINGS
<br />AND ARE NOT TO CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO
<br />BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER
<br />MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
<br />EXCESS OR WASTE CONCRETE MAY NOT BE WASTED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM.
<br />PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID
<br />WASTE.
<br />DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP's ARE
<br />INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF 0.25 INCHES OR GREATER OF PREDICTED
<br />PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND
<br />INSPECTION LOG SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE
<br />BUILDING OFFICIAL (COPIES OF SELF-INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON
<br />REQUEST). AT HIS/HER EXPENSE THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A QUALIFIED SWPPP
<br />PRACTITIONER FOR THE DURATION OF THE PROJECT.
<br />TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO
<br />PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
<br />SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE
<br />CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING
<br />DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE
<br />WASHED DOWN BY RAIN OR OTHER MEANS.
<br />ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT
<br />EROSION BY WIND AND WATER.
<br />AS THE ENGINEER OF RECORD, I HAVE SELECTED APPROPRIATE BMPs TO EFFECTIVELY MINIMIZE THE NEGATIVE
<br />IMPACTS OF THIS PROJECT'S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND
<br />CONTRACTOR ARE AWARE THAT THE SELECTED BMPs MUST BE INSTALLED, MONITORED, AND MAINTAINED TO
<br />ENSURE THEIR EFFECTIVENESS. THE BMPs NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED
<br />NOT APPLICABLE TO THE PROPOSED CONSTRUCTION QUALITY."
<br />THE FOLLOWING BMPs AS OUTLINED IN, BUT NOT LIMITED TO, THE "CALIFORNIA STORMWATER BEST MANAGEMENT
<br />PRACTICES HANDBOOK" - JANUARY 2003, OR THE LATEST REVISED EDITION, MAY APPLY DURING THE
<br />CONSTRUCTION OF THIS PROJECT (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE
<br />PROJECT ENGINEER OR THE BUILDING OFFICIAL).
<br />GENERAL NOTES:
<br />12.
<br />13.
<br />10.
<br />11.
<br />7.
<br />8.
<br />9.
<br />5.
<br />6.
<br />3.
<br />4.
<br />1.
<br />2.
<br />EROSION CONTROL
<br />EC1 - SCHEDULING
<br />EC2 - PRESERVATION OF EXISTING VEGETATION
<br />EC3 - HYDRAULIC MULCH
<br />EC4 - HYDROSEEDING
<br />EC5 - SOIL BINDERS
<br />EC6 - STRAW MULCH
<br />EC7 - GEOTEXTILES AND MATS
<br />EC8 - WOOD MULCHING
<br />EC9 - EARTH DIKES AND DRAINAGE SWALES
<br />EC10 - VELOCITY DISSIPATION DEVICES
<br />EC11 - SLOPE DRAINS
<br />EC12 - STREAMBANK STABILIZATION
<br />EC13 - POLYACRYLAMIDE
<br />TEMPORARY SEDIMENT CONTROL
<br />SE1 - SILT FENCE
<br />SE2 - SEDIMENT BASIN
<br />SE3 - SEDIMENT TRAP
<br />SE4 - CHECK DAM
<br />SE5 - FIBER ROLLS
<br />SE6 - GRAVEL BAG BERM
<br />SE7 - STREET SWEEPING AND VACUUMING
<br />SE8 - GRAVEL BAG BARRIER
<br />SE9 - STRAW BALE BARRIER
<br />SE10 - STORM DRAIN INLET PROTECTION
<br />WIND EROSION CONTROL
<br />WE1 - WIND EROSION CONTROL
<br />EQUIPMENT TRACKING CONTROL
<br />TC1 - STABILIZED CONSTRUCTION ENTRANCE EXIT
<br />TC2 - STABILIZED CONSTRUCTION ROADWAY
<br />TC3 - ENTRANCE/OUTLET TIRE WASH
<br />NON-STORMWATER MANAGEMENT
<br />NS1 - WATER CONSERVATION PRACTICES
<br />NS2 - DEWATERING OPERATIONS
<br />NS3 - PAVING AND GRINDING OPERATIONS
<br />NS4 - TEMPORARY STREAM CROSSING
<br />NS5 - CLEARWATER DIVERSION
<br />NS6 - ILLICIT CONNECTION/DISCHARGE
<br />NS7 - POTABLE WATER/IRRIGATION
<br />NS8 - VEHICLE AND EQUIPMENT CLEANING
<br />NS9 - VEHICLE AND EQUIPMENT FUELING
<br />NS10 - VEHICLE AND EQUIPMENT MAINTENANCE
<br />NS11 - PILE DRIVING OPERATIONS
<br />NS12 - CONCRETE CURING
<br />NS13 - CONCRETE FINISHING
<br />NS14 - MATERIAL AND EQUIPMENT USE
<br />NS15 - DEMOLITION ADJACENT TO WATER
<br />NS16 - TEMPORARY BATCH PLANTS
<br />WASTE MANAGEMENT & MATERIAL
<br />POLLUTION CONTROL
<br />WM1 - MATERIAL DELIVERY AND STORAGE
<br />WM2 - MATERIAL USE
<br />WM3 - STOCKPILE MANAGEMENT
<br />WM4 - SPILL PREVENTION AND CONTROL
<br />WM5 - SOLID WASTE MANAGEMENT
<br />WM6 - HAZARDOUS WASTE MANAGEMENT
<br />WM7 - CONTAMINATION SOIL MANAGEMENT
<br />WM8 - CONCRETE WASTE MANAGEMENT
<br />WM9 - SANITARY/SEPTIC WASTE MANAGEMENT
<br />WM10 - LIQUID WASTE MANAGEMENT
<br />14.
<br />15.
<br />16.
<br />17.
<br />18.
<br />19.
<br />20.
<br />A
<br />SECTION A-A
<br />A
<br />3" MIN OPENING BETWEEN
<br />TOP ROW BAGS
<br />GENERAL NOTES1
<br />A
<br />A
<br />SECTION A-A
<br />BAGS SHALL BE BUTTED FIRMLY
<br />AGAINST CURB & ADJUSTED AS
<br />ORDER OF WORK DICTATES
<br />EXISTING OR NEW DRAINAGE
<br />STRUCTURE COVERED WITH
<br />FILTER FIBER
<br />PIPE WHERE OCCURS
<br />GRAVEL BAGS
<br />(TYP)
<br />GRAVEL BAG CHECKDAM3NOT TO SCALE
<br />STOCKPILED MATERIAL
<br />GRAVEL BAGS PLACE
<br />TIGHTLY TOGETHER ALL
<br />AROUND MATERIAL
<br />MATERIAL STORAGE4NOT TO SCALE
<br />DIRT AND OTHER CONSTRUCTION RELATED MATERIALS PLACED IN THE STREET OR ON OTHER
<br />IMPERVIOUS SURFACES MUST BE CONTAINED WITH SANDBAGS OR OTHER MEASURES TO
<br />PREVENT TRANSPORT TO THE STORMDRAIN SYSTEM.
<br />ANY CONSTRUCTION MATERIAL STORED OR STOCKPILED ON-SITE SHALL BE PROTECTED FROM
<br />BEING TRANSPORTED BY THE FORCE OF WIND OR WATER.
<br />1.
<br />2.
<br />NOTES:
<br />EROSION CONTROL5NOT TO SCALE
<br />NOTES:
<br />A SERIES OF STEEL PLATES (3 OR
<br />MORE) WITH RUMBLE STRIPS SHALL BE
<br />INSTALLED ON EXISTING ASPHALT OR
<br />CONCRETE PAVEMENT
<br />SEDIMENTS AND OTHER MATERIALS SHALL NOT BE TRACKED FROM THE SITE BY VEHICLE
<br />TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TO
<br />PREVENT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC ROADS. DEPOSITIONS
<br />MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER
<br />MEANS INTO THE STORM DRAIN SYSTEM.
<br />STABILIZED CONSTRUCTION ENTRANCE SHALL BE:
<br />A. LOCATED AT ANY POINT WHERE TRAFFIC WILL BE ENTERING OR LEAVING A
<br /> CONSTRUCTION SITE RD OR FROM A PUBLIC RIGHT OF WAY, STREET, ALLEY, AND
<br /> SIDEWALK OR PARKING AREA.
<br /> B. A SERIES OF STEEL PLATES WITH "RUMBLE STRIPS", AND/OR MIN 4"
<br /> COARSE AGGREGATE WITH LENGTH, WIDTH & THICKNESS AS NEEDED TO
<br /> ADEQUATELY PREVENT ANY TRACKING ONTO PAVED SURFACES.
<br />ADDING A WASH RACK WITH A SEDIMENT TRAP LARGE ENOUGH TO COLLECT ALL WASH
<br />WATER CAN GREATLY IMPROVE EFFICIENCY.
<br />ALL VEHICLES ACCESSING THE CONSTRUCTION SITE SHALL UTILIZE THE STABILIZED
<br />CONSTRUCTION ENTRANCE SITES.
<br />REMOVE ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS IMMEDIATELY.
<br />SWEEP PAVED AREAS THAT RECEIVE CONSTRUCTION TRAFFIC WHENEVER SEDIMENT
<br />BECOMES VISIBLE.
<br />PAVEMENT WASHING WITH WATER IS PROHIBITED IF IT RESULTS IN A DISCHARGE TO THE
<br />STORM DRAIN SYSTEM.
<br />STREET MAINTENANCE
<br />HAR
<br />D
<br />
<br />S
<br />U
<br />R
<br />F
<br />A
<br />C
<br />E
<br />PUB
<br />L
<br />I
<br />C
<br />
<br />R
<br />O
<br />A
<br />D
<br />1.
<br />2.
<br />3.
<br />4.
<br />LENGTH A
<br />S
<br />
<br />N
<br />E
<br />E
<br />D
<br />E
<br />D
<br />TO PREVE
<br />N
<br />T
<br />
<br />T
<br />R
<br />A
<br />C
<br />K
<br />I
<br />N
<br />G
<br />1.
<br />2.
<br />3.
<br />VEHICLE / EQUIPMENT FUELING10NOT TO SCALE
<br />ENTRANCE/OUTLET TIRE WASH6NOT TO SCALE
<br />C-5.1
<br />EROSION
<br />CONTROL
<br />PLAN
<br />GRAVEL BAG DETAIL2NOT TO SCALE
<br />505 E Central Ave
<br />#B11/6/2024
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