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O 5 10 20 TRACY CA ADDITIVE "TANK ADDITION STANDARD EROSION CONTROL NOTES
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<br /> 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT
<br /> DEMOLITION AND EROSION CONTROL PLANCONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED BY SOME ONE KNOWLEDGEABLE
<br /> 10 AND EXPERIENCED IN 'THE PRINCIPLES. PRACTICES, INSTALLATION, AND MAINTENANCE OF
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<br /> LEGENDEROSION AND SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. 0 Coco
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<br /> »,,--�EX, PARKING . � _ EXCAVATION AND CREATION F AR
<br /> ��,r.> �y,. r ,� O O BARE
<br /> CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVA _ .
<br /> GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR,
<br /> EXISTING BARRIER CURB
<br /> CONSTRUCTION FENCE TO BE DEMOLISHED
<br /> EX. CONCRETE: PAD TO BE`
<br /> CONSTRUCT'10 Z. DURING WET WEATHER PERIOD. 'TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE
<br /> � SA�WCLIT
<br /> �" XX��-
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<br /> � NENG OF EACH WORK DAY.c _ EXISTING ASPHALT/CONCRETEPAVEMENT TO BE DEMOLISHED ,WITF�IN SAW CI_IMIT .DEMOLI,�HED AND REMOVED , CX. L.�; A,RE;'$ STAGING ARE. 4 1 T TR. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDE. OF
<br /> ' EX. CURB CLEARING
<br /> CONSTRUCTION SITE AT ALL. TIMES DURING CONSTRUCTION, THEY MUST REMAIN IN PLACE
<br /> CLEARING LIMITS UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS
<br /> ESTABLISHED.
<br /> GATE
<br /> < CONSTRUCTION FENCE
<br /> > ' E.X. TRANSFOT ti1ER,/ _ _ __ 5. _ _ _ ALL TIMES ro
<br /> L ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT
<br /> EX. CQNCRETE . 2
<br /> DURING CONSTRUCTION. UNLESS OTHERWISE APPROVED, A SURFACE MOUNTED AND
<br /> PERIMETER PROTECTION ATTACHABLE, J-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB
<br /> INLET CATCH BASINS.
<br /> It
<br /> 1 Ex. CLI EXXD . ASPHALT EXISTING DRAINAGE FLOWPATH 6, SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN
<br /> IX 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED OR PROPERLY DISPOSED, THE c�
<br /> � '- CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A
<br /> ' _._... AWC lJ T �.
<br /> S STORM DRAIN INLET PROTECTION °� OF
<br /> V/ RECURRENCE THE DISCHARGE WITHIN THE SAME 24 HOURS.
<br /> PERIMETER
<br /> . �w TRIM TER 7. NOT BE INTENTIONALLY WASHED INTO STORM SEWER DRAINAGE WAY R
<br /> . SEDIMENT MUST t�E � O
<br /> X. -CONCRETE
<br /> SHORING WATER BODIES
<br /> SEWERS, � S
<br /> � ' PAVEMENT `� ��" �X. LS �� ,� "" � ' a
<br /> 5
<br /> ._EX. LJN�Lf1{��'OfJND � �. ���� 3 � � .��_
<br /> IRR S. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS
<br /> STORA�E,.TACKS. . � � w,.
<br /> VENT STACKSREACHED A HEIGHT OF 1/3RD THE BARRIER HEIGHT„ AND PRIOR TO THE CONTROL MEASURES
<br /> FX.",
<br /> �, ATTEND PRECONSTRUCTION MEETING WITH CITY OF TRACY. REMOVAL, cQ
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<br /> � . FLAG CLEARING LIMITS, ��
<br /> PAVEMENT ASPHALTr
<br /> URB 1
<br /> 4 SAWCUT �"
<br /> L>( ASL'I1AI T �' 9. CLEANING aM�
<br /> OF ALL STRUCTURES WITH ,.SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION
<br /> PAVEr�EI�T INSTALL PERIMETER PROTECTION BMPS AS SHOWN ON PLANS. CAPACITY HAS BEEN REDUCED BY 50% AND AT COMPLETION OF PROJECT,
<br /> a
<br /> EXISTING VEEDER ROOT
<br /> TLS 35OR PANEL S 10 INCLUDE 6
<br /> a
<br /> 4. INSTALL STORM DRAIN INLET PROTECTION AS SR-TOWN ON PLANS. . ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST DE PROPER STORAGE„
<br /> SEX. CONCRETE ' ."
<br /> --EX. CCNTROLL-ER
<br /> APPLICATION, AND DISPOSAL,
<br /> . -
<br /> 5. CLEAR AND GRUB SITE "'
<br /> , COMPLETE DEMOLITION AND PERFORM ROUGH GRADING,.
<br /> oEX. PARKINGENCLOSURE
<br /> 11THE PERMITTEE MUST PROPERLY MANAGE HA ARDOUS WASTES, USED OILS, CONTAMINATED
<br /> 6. CONSTRUCT SITE IMPROVEMENTS,
<br /> SOILS, CONCRETE WASTE., SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES
<br /> CLEARING LIMITS ONLY._.. � i�``�, � 7. REMOVE PERIMETER PROTECTION BMPS AND STORM DRAIN INLET PROTECTION, DISCOVERED OR GENERATED DURING CON STRUCTION.
<br /> AS NEEDED ,FpT NEW .
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<br /> IMPROVEMENTS . 1 THE APPLICATION RATE OF ANY FERTL TERS USED TOREESTABLISH VEGETATION MUST FOLLOW CALL FOR CITY OFTRA Y FOR FINAL INSPECTION.
<br /> - _ -
<br /> -CLEAN
<br /> ,.. MANUFACTURER'S
<br /> R'S RECOMMENDATIONS. NUTRIENT RELEASES FROM FERTILIZERS TO SURF
<br /> ACE
<br /> AR.S11ARACR JNT WATERS MUST BE MINIMIZED, TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE LIJ
<br /> . - ON CONCRETE RAD.
<br /> TAKEN IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE.
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<br /> 13. _ w
<br /> OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND
<br /> MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH
<br /> DEMOLITION� 1 CURRENT CLEAN WATER SERVICES STANDARDS AND STATE, AND FEDERAL REGULATIONS, LLJ ME 0)
<br /> 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING I...IMITS,
<br /> 1 EXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE ONLY SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. UNLESS OTHERWISE
<br /> SILT PROTECT 1 NECESSARY CONSTRUCTION. APPROVED, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS,
<br /> �, . RY FOR PROPOSED CONSTRUCT ON
<br /> CATCH BASIN ION - � -� �" � � , _EX. (.L1RE3 ,, � ,
<br /> �° �-� AS NE E
<br /> ASPHALT/CONCRETE,/CONCRETE PAVEMENT TO BE DEMOLISHED AND DISPOSED OF
<br /> (-TYP) ., '". � EXISTING � T
<br /> � ,�1 OFFSITE. 15, PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMPS THAT MUST BE INSTALLED ARE
<br /> PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION, THESE BMPS MUST BE MAINTAINED
<br /> DEMOLISH EXISTING LANDSCAPE AND IRRIGATION ONLY AS NECESSARY FOR FOR THE DURATION OF THE PROJECT,.
<br /> PROPOSED CONSTRUCTION, CONTRACTOR TO RESTORE/MAINTAIN IRRIGATION SYSTEM
<br /> '
<br /> TO NEW LANDSCAPE AREA.
<br /> °T ', 16. IF VEGETATIVE SEED MIXES ARE PEf"IFIED SEEDING MUST -FAKE PLACE NO LATER THAN
<br /> -` ONCRETE
<br /> EX' C SAWCUT LINE, CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR SEPTEMBER 1ST; THE TYPE AND PERCENTAGES OF SEED IN THE MIX ARE AS IDENTIFIED ON
<br /> CD
<br /> ....... PAVEMENT .",� � 4
<br /> �\ MATCHING INTO EXISTING PAVEMENT, THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. CD
<br /> SHORING AS NECESSARY. CONTRACTOR SHALL SUPPLY SHORING DESIGN AND 1 c
<br /> OBTAIN NECESSARY PERMITS IF REQUIRED,
<br /> MUST BE USED TO TRANSPORT SATURATED ,SOILS FROM THE
<br /> T S O N SITE AT A
<br /> V., DESIGNATED LOCATION USING R�PPROPR ATE EQUIVALENT
<br /> SOIL DRAIN
<br /> BE DRAINED SUFFICIENTLY FOR
<br /> MINIMAL SPILLAGE
<br /> SEDIMENT Aco
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<br /> �� ALL PUMPING O LADEN WATER MUST BE DISCHARGED OVER AN UNDISTURBED,
<br /> , `, FUELING EX. LS AREA � ����" � PREFERABLY VEGETATED AREA, AND THROUGL�9 A SEDIMENT CONTROL. BMP I.E. FILTER BAG).
<br /> EA PY
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<br /> �r-' .. PERIMETER PROTECTION P OESSh /v
<br /> 1 D. ES .SHOWN ON THE PLAN MUST BE �. q�
<br /> �,-- 'i CONTRACTOR TO INSTALL. PERIMETER PROTECTION (SILT FENCE, SAND ADEN WATER DOES NOT ENTER ASURFACE � �
<br /> 1 N5T EEE. PROPERLY MR O ENSURE
<br /> ALL MEASURES... _ _ T OEC
<br /> r . E � SEDIMENT E
<br /> BAGS, FILTER BERMS} PER CITY OF TRACY STANDARDS AT ALL AR SYSTEM,P Y T R THAT DI F L
<br /> �� _ WATE ROADWAY® OR OTHER PROPERTIES, �'� ��
<br /> - -- - PERIMETER LOCATIONS TO PREVENT SILT-LADEN RUNOFF FROM LEAVING 3, HAL P, GRUBS.
<br /> PAVEMENT - _.. ,. �
<br /> TX. t,CNC,RLTE THE CONSTRUCTION AREA, AND AS DIRECTED BY THE CITY INSPECTOR. E,,.�C MEASURES SHOWN ON THIS PIAN ARE THE MINIMUM REQUIREMENTSF R
<br /> 20. THE E MUM O � 1
<br /> M N
<br /> EX, L.S AREA l ANTICIPATED SITE CONDITIONS, DURING THE CONSTRUCTION PERIOD. THESE MEASURES SHALL
<br /> , BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS.
<br /> , `STORM DRAIN INLET PROTECTION 6�/, Ol
<br /> ; BAG PER DETAIL THIS 21. w SUGGESTED TO BE MAINTAINED ONSITE AND AVAILABLE TO DISTRICT
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<br /> RA T ,
<br /> � CONTRACTOR TO INSTALL CATCH BASIN FILTER
<br /> SHEET, AT DOWNSTREAM INLET LOCATIONS OR AS REQUIRED TO PREVENT
<br /> WRITTEN ESC LOGS ARE SUG ' V .-
<br /> '... -� INSPECTORS UPON REQUEST,
<br /> _ SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM AND,/ORT -.O
<br /> AS DIRECTED BY CITY INSPECTOR.
<br /> ��- 22, IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMPS MUST BE USED WHICH MAY
<br /> .,
<br /> I
<br /> INCLUDE THE APPLICATIONF FINE WATER SPRAYINGS PLASTIC SHEETING® MULCHING, OR
<br /> CATCH BASIN .._ �''`, N STAG A (AP ATION, CONTRACTOR TO
<br /> OTHER APPROVED MEASL RE .
<br /> CONSTRUCTION (NG ARE PROXIMATE LOC
<br /> ,3
<br /> ;LLT PROTECTION
<br /> " - ADJUST AS NECESSARY DURING CONSTRUCTION),
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<br /> EX. FSO SWITCH a„a
<br /> TYP �' CONTRACTOR TO UTILIZE THIS AREA FOR; 21 ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD, �' �0 ��
<br /> ' MATERIAL DELIVERY AND STORAGE
<br /> r , CONCRETE WASTE MANAGEMENT PLACE ON VISQUEEN AND COVER
<br /> X S
<br /> -_ Vl STOCKPILES
<br /> 6
<br /> EX. Ar>f-'L-IAI_Tlij
<br /> c c 10 05
<br /> PAVEMENT
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<br /> GRATE C)ANY LG�> II ° c'
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<br /> LIFT STRAPS
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<br /> GENERAL NOTES: �_ ..._.._� �--DANDY BAGS'11 c "°l
<br /> NOTES:EROSION CONTROL CIO
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<br /> 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE .
<br /> 1. REMOVE EXISTING LANDSCAPING AND RE ROUTE EXISTING IRRIGATION c - STANDARD FABRIC IS c�7
<br /> TO FACILITATE RAPID INSTALLATION OR EROSION AND SEDIMENT CCONTROL �r�� � DANDY BAG II
<br /> 1f � � i.r } t d 7 4_�
<br /> SYSTEM AROUND CONTROLLER PAD IMPROVEMENTS AS NECESSARY TO AN ORANGE WOVEN
<br /> BMP; WHEN RAIN IS EMINENT. y� -
<br /> MAINTAIN IRRIGATION TO THE SITE, MONOFILAMENT INSTALLATION AND MAINTENANCEGUIDELINES:
<br /> �
<br /> LESS T D INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL L. OIL
<br /> HE OWNER CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICESLd �-'
<br /> �' �' FIRE
<br /> LNIEITHER LE,aS THANK OF NOT
<br /> NOR TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER, AFTER i - ----- DUMPING STI�AI- _ � -� r _r �- q
<br /> ONE OR MORE PORTABLE F �' HAVING A
<br /> LESS THAN 4080 SHALL BE EACH RUN-OFF PRODUCING RAINFALL. ��� ALLOWS FOR EASY r c. �
<br /> MORE THAN 50 FEET FROM THE TANK STORAGE AREA, LcE:.T10VA.L. OF CONTENTS ABSORBENTS; PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE GN ENC}. ;.
<br /> MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE, GRATE INTO TFIE r==;
<br /> I THE OWNER CONTRACTOR SHALL INSTALL ADDITIONAL. EROSION CONTROL �. � r r � r
<br /> 3. CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE OWNER/CONTRACTOR � � � DANDY BAG II SO THAT EHE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE
<br /> SYSTEM MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEERING OR BUILDING s r-” p
<br /> SYSTEM MEETS THE DESIGN INTENT, THE CONTRACTOR IS PERMITTED TO �.
<br /> LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET.
<br /> ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFO?RESEEN - d
<br /> INSTALLATION TECHNIQUES, CIRCUMSTANCES WHICH MAY ARISE. � r
<br /> ., MAINTENANCE: REMOVE AL.L ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF i
<br /> 4. ADEQUATE EROSION AND SEDIMENT CONTROL. AND PERIMETER PROTECTION
<br /> UNIT AFTER EACH STORM EVENT. AFTER EACH STORM E.--,VENT AND AT REGULAR
<br /> BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND INTERVALS„ LOOK INTO THE DANDY BAG(R) 11. IF THE CONTAINMENT AREA IS MORE. y` I° �
<br /> MAINTAINED, THAN '1/3 FULL OF SEDIMENT, THE UNIT MIDST BE EMPTIED. TO EMPTY UNIT, LIFT '
<br /> .a- r
<br /> THE UNIT OUT OF THE INLEF USING DIE LIFTING STRAPS AND REMOVE. 1HE GRATE.
<br /> IF USING OPTIONAL 011_ ABSORBENTS; REPLACE ABSORBENT 'W[dE:N NEAR SATURATION. _�.. ,. T R
<br /> DEMOLITION NOTES:
<br /> r,,- THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALLq,
<br /> 1, ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS, CONTRACTOR f,. ` EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND
<br /> TO LOCATE AND VERIFN ITEMS FOR DEMOLITION PRIOR TO START OF SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION., THIS SHALL INCLUDE Lr
<br /> CONSTRUCTION, NOTIFY BARGHAL.ISEN CONSULTING ENGINEERS, INC, r CALLING UTILITY LOCATE 0 1-800-227-2600 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT MITC=)
<br /> IMMEDIATELY OF ANY DISCREPANCIES OR INCOMPATABLILTIES WITH THEKnow of 0VLOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. --
<br /> DESIGN. M.
<br /> F r
<br /> w LOCATIONS OF SAID UTILITIES A5 SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC �. t3
<br /> ?. CONTRACTOR TO REVIEW AS—BUILT DRAWINGS IN PROJECT AREA AND beforeCATCH BASIN FILTER BAG 0 Call E INFORMATION AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL c c
<br /> 1 Via{ CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING err
<br /> REMOVE AND/OR RELOCATE SITE APPURTENANCES IN PROJECT AREA THAT . NOT TO SCALE �� � .�,. Or Call 800.227.2600 WITH CONSTRUCTION, J
<br /> IMPACTS THE PROJECT. 1>
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