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<br /> GENERAL STORM WATER MANAGEMENT NOTES wLi
<br /> 1. CONSTRUCT/ON SITES ARE COMMON SOURCES OF STORM WATER POLLUTION. MA TER/AL S
<br /> N AND WASTES THA T BLOW OR WASH /N TO A STORM DRAIN, GUTTER, OR STREET HAVE A U
<br /> DIRECT IMPACT ON STORM WA TER POLL UT/ON. THE CONTRACTOR OR OWNER MA Y BE
<br /> RESPONSIBLE FOR ENVIRONMENTAL DAMAGE CAUSED BY SUBCONTRACTORS OR EMPLOYEES
<br /> 2. COVER EXPOSED PILES OF SOIL OR CONSTRUCTION MATERIALS WITH PLASTIC SHEET/NG OR
<br /> C) TEMPORARY ROOFS BEFORE I T RAINS, SWEEP AND REMOVE MA TER/AL S FROM SURFACES
<br /> THAT MAY CONTRIBUTE STORM WATERS TO STORM DRAIN FACIL ITIES, S
<br /> RED
<br /> J STREET,D INC ARCHITECTS
<br /> TTEECTT 95354
<br /> J3. KEEP POLLUTANTS OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING BINS
<br /> 209.522.8900
<br /> CD AROUND THE SITE TO MINIMIZE LITTER.
<br /> z
<br /> ry 4. CLEAN UP LEAKS, DR/PS AND OTHER SP/LLS /MMED/A TEL Y SO THEY DO NOT CONTAM/NA TE SEAL:
<br /> o SOIL OR GROUNDWATER OR LEAVE RES/DUE ON PAVED SURFACES
<br /> 0
<br /> Q 5, COVER AND MAINTAIN DUMPSTERS CHECK FREQUENTLY FOR LEAKS. PLACE DUMPSTERS
<br /> J WI
<br /> UNDER ROOFS OR COVER TH TARPS OR PLASTIC SHEETING SECURED TO THEM. NEVER
<br /> CLEAN OUT A DUMPSTER BY HOS/NG /T DOWN ON THE CONSTRUCT/ON SITE. (WM-5)
<br /> 6. MAINTAIN PORTABLE TO/LETS /N GOOD WORK/NG ORDER. INSPECT FREQUENTLY FOR LEAKS.
<br /> z
<br /> 7. REMOVE ANY EX/STING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY.
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<br /> 8. PROTECT DOWNSLOPE DRAINAGE COURSES, AND STORM DRAINS WITH "WATTLES, SILT
<br /> o FENCES, OR DIRT BERMS AS NECESSARY. (SE-5)
<br /> II
<br /> 9. USE CHECK DAMS OR DITCHES TO DIVERT RUNOFF AROUND EXCA VA TIONS.
<br /> I
<br /> 10. PRACTICE SOURCE REDUCTION - MINIMIZE WASTE WHEN YOU ORDER MATER/ALS SUPPLY
<br /> Q / / ~ I I , u ONL Y SUCH QUAN RT/ES NECESSARY TO COMPL ETE THE JOB.
<br /> ' 11. USE RECYCABLE MATER/ALS WHENEVER POSSIBLE.
<br /> 12. DISPOSE OF ALL WASTES PROPERLY. MANY CONSTRUCT/ON MATER/ALS AND WASTES,
<br /> -FIBER ROLLS ' I INCLUDING SOL VENTS, WATER BASED PA/NTS, BROKEN ASPHALT, CONCRETE, WOOD, AND
<br /> N I ' SE-5 PER CASQA ' VEGETATION CAN BE RECYCLED. MATERIALS THAT CANNOT BE RECYCLED MUST BE TAKEN CONSULTANT:
<br /> a ' . TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. NEVER BURY
<br /> !I I I WASTE MATERIALS OR LEAVE THEM /N STREETS OR NEAR STORM DRAIN FACILITIES. w
<br /> ~o 'I I (WW-6)
<br /> z I 1 I Y 13. DESIGNATE ONE AREA OF THE CONSTRUCT/ON SITE, WELL AWAY FROM STORM DRAIN
<br /> '-
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<br /> v_ I I INLETS, FOR AUTO AND EQUIPMENT PARK/NG. AS PRACTICAL, REFUEL/NG AND ROUT/NE
<br /> �I
<br /> VEHICLE AND EQUIPMENT MAINTENANCE TO BE OFF-SITE AT APPROPRIATE SERVICE
<br /> CENTERS
<br /> c/) CONCRETE WASHOUT
<br /> ELI 14. MAINTAIN ALL VEHICLES AND HEAVY EQUIPMENT. INSPECT FREQUENTLY. (NS-8) W
<br /> � X , II
<br /> AREA WW-8 PER CASQA I i cz)
<br /> 15. PERFORM MAJOR MAINTENANCE, REPAIR, AND VEHICLE/EQUIPMENT WASH/NG OFF-SITE. w
<br /> PORTABLE TOILET
<br /> CONSTRUCT/ON TRA/LER LOCAT/ON WW- 16, DO NOT USE DIESEL OIL TO LUBRICATE EQUIPMENT OR PARTS. 0 0
<br /> I � W II
<br /> SWPPP TO BE KEPT /NS/DE PER CA SOA I--� 17. NEVER HOSE DOWN DIRTY" PAVEMENT OR IMPERMEABLE SURFACES WHERE FLU/DS HAVE O
<br /> Y
<br /> SPILLED. USE DRY CLEANUP METHODS (ABSORBENT MATERIALS, CAT LITTER, RAGS, ETC.) W 0 2
<br /> 'I WHEN POSSIBLE. IF WATER MUST BE USED, USE JUST ENOUGH TO KEEP THE DUST DOWN.
<br /> ' (WW-4)
<br /> 18. SWEEP UP SPILLED DRY MA TER/ALS /MMED/A TEL Y. NEVER A TTEMPT TO "WASH THEM AWA Y"
<br /> 0
<br /> � WITH WATER, OR BURY THEY. USE AS L/TTL E WATER AS POSSIBLE FOR DUST CONTROL.
<br /> �_----- TRASH BIN LOCATION (WW
<br /> WA4-5 PER CASQA
<br /> 19. CLEAN SP/LLS ON DIRT AREAS BY EXCAVATION AND DISPOSAL OF CONTAM/NA TED SO/LS
<br /> M--�
<br /> (WW-4)
<br /> O
<br /> 20. REPORT SIGNIFICANT SPILLS TO THE APPROPRIATE SPILL RESPONSE AGENCIES/MMED/A TEL Y. (KV-4)
<br /> l I`
<br /> ~ 21. AVOID CREAT/NG EXCESS DUST WHEN BREAK/NG ASPHAL T OR CONCRETE.
<br /> Y
<br /> xX , IY W � 22 MAKE SURE BROKEN PAVEMENT DOES NOT COME /N CONTACT WITH RAINFALL OR RUNOFF.
<br /> I I
<br /> x 23. SHOVEL OR VACUUM SAW-CUT SLURRY AND REMOVE FROM THE SITE. COVER OR
<br /> I I i BARRICADE STORM DRAIN DURING SAW-CUTTING AS NECESSARY.
<br /> x
<br /> -STABILIZED CONSTRUCT/ON
<br /> 24. STORE BOTH DRY AND WET MATERIALS UNDER COVER, PROTECTED FROM RAINFALL AND
<br /> ENTRANCE TC-1, TC-3 o " RUNOFF. PROTECT DRY MATER/ALS FROM W/ND.
<br /> FIBER ROLLS I ,
<br /> PER CASQA SE-5 PER CASQA 25. SECURE BAGS OF CEMENT AFTER THEY ARE OPEN. BE SURE TO KEEP WIND-BLOWN
<br /> y CEMENT POWDER AWAY FROM GUTTERS, STORM DRAINS, RAINFALL, AND RUNOFF.
<br /> I ,
<br /> SD
<br /> 26. WASH OUT CONCRETE MIXERS ONLY /N DESIGNATED ON-S/TE WASH-OUT AREAS WHERE b HILTON'"
<br /> POSSIBLE, RECYCLE WASHOUT BY PUMP/NG BACK INTO MIXERS FOR REUSE. NEVER Y
<br /> --- _ _ _ _ - _ _ OF WASHOUT INTO STREETS, STORM DRAINS, DRAINAGE DITCHES OR BAS/NS
<br /> � � �:} �. � � Y DISPOSE TS, NS,
<br /> c�0 '' ,1 �'�, -' .i •�' �.-___- -------_ t% ,,-� �- i �'�' ), •�) � �� � ' ° y (WM-Yg)
<br /> r 27. CONTRACTOR SHALL INSTALL A CITY APPROVED WASH-OUT STRUCTURE AT THE PROJECT
<br /> kA:4� �'��„?dry �`'� t.' X y V
<br /> St TE AND ALL "F/NES" MUST BE WASHED OUT /N DESIGNATED WASH-OUT STRUCTURE,• Q
<br /> INCLUDING ALL CONCRETE, PA/NT, STUCCO AND ALL OTHER LIQUIDS,
<br /> Z
<br /> 28. PLACE "WATTLES" OR OTHER EROS/ON CONTROL DOWN-SL OPE TO CAPTURE RUNOFF
<br /> " CARRY/NG MORTAR OR CEMENT BEFORE IT REACHES THE STORM DRA/N. (SE-5) �
<br /> I r-------------- III II I I J
<br /> r 29. WHEN BREAK/NG UP PAVING, THOROUGHLY CLEAR ALL PIECES AND DISPOSE PROPERLY Q
<br /> r ' ' RECYCLE LARGE CHUNKS OF BROKEN CONCRETE AT A LANDFILL. DISPOSE OF SMALL U
<br /> AMOUNTS OF EXCESS DRY CONCRETE, GROUT, AND MORTAR AT AN APPROVED DUMP SITE
<br /> '--__-
<br /> I I F-1
<br /> � �1 - - -- I A I " ; I ' 30. CONTRACTOR SHALL PROVIDE PAVEMENT SWEEP/NG AS NECESSARY TO KEEP THE ROADS
<br /> u �o ; " AND PARK/NG LOT CLEAN AROUND THE PROJECT AREA.
<br /> GRADING PHASE 31. THE STRAW WATTLES SHALL BE INSTALLED CONTINUOUSLY AROUND THE PER/METER OF
<br /> THE PROJECT AREA AND REMAIN /N PLACE UNTIL LANDSCAPING /S COMPLETED.
<br /> SCALE: 1"-JO'
<br /> 32 CONTRACTOR SHALL INSTALL DRAIN INLET PROTECT/ON FOR ALL CATCH BAS/NS LOCATED
<br /> IN THE WC/N/TY OF WORK THIS INCLUDES ANY CATCH BAS/NS L OCA TED /N THE PUBLIC
<br /> RIGHT-OF-WAY, AS WELL AS ANY ON-SITE CATCH BAS/NS.. o
<br /> 33. CONTRACTOR SHALL INSTALL A STABILIZED CONSTRUCTION ENTRANCE/EGRESS FROM O
<br /> PROJECT SITE TO PREVENT TRACKOUT OF SEDIMENT ONTO THE PUBLIC RIGHT-OF-WAY
<br /> v FROM CONSTRUCTION VEHICLES
<br /> 34, CONTRACTOR SHALL ENSURE THAT CONSTRUCT/ON OR DEMOLITION ACTIVITIES DO NOTDEPOSIT SEDIMENT ONTO THE PUBLIC a
<br /> AND CONS TRUCTION DEBRIS MUST BE REMOVED B ADWAY SIDEWALKS,
<br /> END OFDEACHT WORK/NG DAERS. ALL D/MENT O
<br /> Q
<br /> 35. CONTRACTOR SHALL USE STREET SWEEP/NG OR OTHER DRY-SWEEPING METHOD, AS � o
<br /> NECESSARY, TO REMOVE CONSTRUCTION OR DEMOLI TION-REL A TED SEDIMENT FROM PUBLIC
<br /> III ' V SIDEWALKS, GUTTERS, AND ROADWAY.
<br /> 36. CONTRACTOR SHALL SCHEDULE WORK FOR DRY-WEATHER DAYS WHEN NO RAIN /S THE
<br /> O
<br /> � 0 III II I u IMMEDIATE FORECAST
<br /> 'I 37. CONTRACTOR SHALL PROVIDE DUST CONTROL TO PREVENT THE NUISANCE OF BLOW/NG
<br /> C777 / / I
<br /> FIBER ROLLS I ' ' DUST WITHOUT CAUS/NG SED/MENT DEBR/S, OR LITTER TO ENTER THE C/TY STORM DRA/N �°
<br /> SE-5 PER CASQA I SYSTEM.
<br /> � I
<br /> E CA TCH BASIN CATCH BA SIN CATCH BASIN CATCH BASIN CA TCH BAS/N
<br /> o l PORTABLE TOILETPRO ' o
<br /> 2 PROTECTION PER PROTECT/ON PER PROTECTION PER PROTECTION PER TECT/ON PER
<br /> LOCATION WM-9
<br /> I ' CASQA SE-f0 PER CASQA CASQA 5E-10 CASQA SE-10 CASQA SE-10 CASQA SE 10 ^ 0
<br /> ' I O
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<br /> ou I CONCRETE WASHOUT , !I
<br /> AREA WW-8 PER CASQA , 0O
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<br /> TRAILER CONSTRUCTION L E I ° ,
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<br /> � I SWPPP TO BE KEPT INSIDE I I � � W 11 � �
<br /> PROPOSED BUILDING ° Rftf
<br /> � CATCH BAS/N �7 I
<br /> o PROTECT/ON PER I ; , f�T� U) _
<br /> CASQA SE-10 ° ° ° l-�-I ; O Q
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<br /> _____- --TRASH BIN LOCATION I ° "
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<br /> WW-5 PER CASQA I 2
<br /> REVISIONS:
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<br /> - ° ° ° I II
<br /> PLANNING 10/05/2018
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<br /> o vooe O HILTON 10/18/2018
<br /> STABILIZED CONSTRUCT/ON = P � © ,oP�H��� ❑�
<br /> � ENTRANCE TC-1, TC-3 X X � I J 1 VI
<br /> PER CA SOA x '
<br /> u , I
<br /> - ca TCH BASIN
<br /> x
<br /> PROTECT/ON PER
<br /> o CASQA SE-10 ,
<br /> c FIBER ROLLS "
<br /> ~ CATCH BASIN
<br /> SE-5 PER CASQA
<br /> PROTECT/ON PER
<br /> CASQA SE-10 '
<br /> 'I Y
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<br /> � c�0 �' .,1' i�� ., i ."i' ,_ -__- -- - � "�" �' Say i ,�� ),. .'•�; ? ,��i � ' I Y
<br /> RED PROJECT # 18050
<br /> X LEGEND
<br /> ;,, ° :• z ' HILTON # 18-428ND
<br /> PLANNING ## SPR-18-102
<br /> o " aY PERMIT ##
<br /> a r--- ----- - - - - - - I FIBER ROLLS
<br /> AREA OF PROPOSED CONCRETE (SEE SPECIFICATIONS AP N ## 196-270-23
<br /> ON GRADING PLAN) KRISTAR SLOPEGARD 1 SE-5 PER CASQA
<br /> FIBER ROLL, OR EQUAL
<br /> DATE: 01.07.19
<br /> DRAWN: -
<br /> I F-1 F/BER ROLL CHECKED:
<br /> --- - - - ' (SEE DETAIL THIS SHEET) F- 2-p
<br /> CONSTRUCTION PHASE
<br /> SCALE: 1"-30' CA TCH BA SIN STORM POLL U RON PRO TEC TION
<br /> ID PLACE GRAVEL BAGS AROUND PER/METER '!/�!/. !i./' SHEET TITLE:
<br /> AND GEO FABRIC UNDERGRADE (TYPE 3, SC-10)
<br /> .cn FIBER ROLL DETAIL
<br /> CONCRETE WASTE MANAGEMENT (SEE WW-8) PER
<br /> cn CAL TRANS STORM WATER QUAL/TY HANDBOOK - 2012 N75
<br /> EROSION CONTROL
<br /> PLAN
<br /> o ROCK BAGS
<br /> 0
<br /> Q
<br /> SHEET NO.:
<br /> 0
<br /> XX 0 XX XX XX
<br /> C9
<br /> SCALE 1"= XX'
<br />
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