INSTALL_AS BUILT 2013 - Laserfiche WebLink

Home Browse Search

D 5 TO 20 LODI, CA - ADDITIVE TANK ADDITION STANDARD EROSION CONTROL NOTES J DEMOLITION AND EROSION CONTROL PLAN WHENGWIMALL AND RUNOFF TFAULD DAIEY INSPECTIONSROED OF THE EROSION AND SEDIMENT gJ' CONTROLS ANO DEIN THE OUTFALLS MUST TI PROVIDED BY SOME ONE KNOWLEOGFOBLE AND E%PERIENCEO IN THE PRINCIPLES.PRACTCES.INSTPLUTION.AND MMNIENANCE Of n J _ U C� LEGPND EROSON DO SEDIMENT CONTROLS WHO WORKS FOR THE PERMITTEE. rvR Q 2. CONSTRUCTION ACTMTIES MUST AMD OR MINIMIZE EXCAVATION AND CREATION OF BARE cf GROUND GRAM OCTOBER 1 THROUGH MAY 31 EACH YEAR. L TO&OEMOL5nE0 3. DURING WET WEATHER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE O O ��qq /!T END OF EACH WORK DAT. ��"� Q VC—= f m EfNPRo1E0MN �/� PAYF5AA1EMAi0T OENOLISEN D /(J/, C. SEDIMENT CONTROLS MUST BE INSTALLED AND MNNTAINEO ON ALL GOWN GRPDIENL SIDES OF ¢ O Q U CC' KK THE CONSTRUCTION SIZE AT ALL TIMES DURING CONSTRUCTION.THEY MUST REMAIN IN PLACE FN AGN_PREA %� I CLEAR.UMHS UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL Is �W 005 U � U ON NCE ESTARLEHED oQ U W 5. ALL AZT NE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MNNTNNED AT ALL TIMES Z DURING CONSTRUCTION.UNLESS OTHERWISE APPROVED,A SURFACE MOUNTED ANO O Q Q J PERIMETER PROTECTION pnACHABLE.U-SHAPED FUTER BAD IS REQUIRED FOR ALL CURB INLET CATCH&SINS. ka Z F CA O O EXIFRO DRNNAGE EDWPAM SIGNIFIRT AMOUNTS OF SEDIMENT WHICH LEAVES THE SHE MUST BE CLEANS°UP WITHIN a Q 0 J W 6 N HOURS AND PLACED BACK ON THE SITE AND STARILIZED OR PROPERLY DISPOSED.THE � e 1ISI c c L O STORM DRNN INLET PROTECTI01 CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A O F RECURflFNCE OF THE DISCHARGE WITHIN THE SAME 21 HOURS.\"U A,NHAT C N / 7. SEDIMENT MUST NOT BE INTENTONALLY WASHED INTO STORM SEWERS,DRNNAGE WAYS,OR �=N 0 S 0 M� J Z u WATER BODIES. �u V 5 Q Q i= U \\ s sv sv sN ! YO sv �� CONSTRUCTION SEGUENCE: B. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN H HAS u 2 sv GtFpAMtvmI15'-OIAW ATTEND PaECONsmUCnON MEETING M!H CITY OF LOOT REACHED A HEIGHT OF 1/3ND THE WRIER HEIGHT,ANO PRIOR i0 THE CONTROL MEAEUHA` W (Q m v iRENCUDFED OUIER Ex. Rlgt J61. REMOVAL. _== N U \ FROM09;'Et 2. RAG"= UMI CLEWING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTIONPAA ?$8 3. INSTALL PER METER PROTECnON EMPS AS 1.0.ON PLANS. B RAL TY HAS BEEN REDUCED BY EGA AND AT COMPLETION OF P-ECT. C +, INSTALL STORM DRAIN UET PROTECTOR AS SHOWN M RANO 10 ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST NCWDE PROPER STOWE, m n g ~ CO O11 CLEAR AND GRUS STE.CWRETE DEMO TON AID PERFORM ROUGI GRADING APP LALTON, NO 0 Po$ IN HG 11 THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES USED OLS CONTAAIMIED OO OO DID I. CONSTRUCT 9TE IMPROVEMENTS SOILS,CONCRETE WASTE,SANTARY WASTE,JOUID WASTE,OR OTHER TOXIC SUBSTANCES `n 2 OO CEA10 PENUIEDIR LOOT fW NAL I AND I'll BRAIN INLET Pa01ECTW. DISCOVERED OR GENERATED DURING CONSTRUCTION. 12 THE APPLICATION RATE OFMY ]ERS ET RELEASES FROM FH VEGETATION TILIZEMUST FOLLOW RS TO OO OO OO �' MANUFAC RRECOMMENDATIONS. CURE TERS MUST BE MINIMIZED. ME RELEASE FG DERE SHOULD BEUSED AND REARS W - 3 IRM� r SpSuRE TAKEN IN APPUCATTEN OF FERTILIZERS WITHIN ANY WATER WAY RPARLAN ZONE EX, J N 13.OWNER OR DESIGNATED PERSON S4LL BE RESPONSIBLE FOR PROPER INST—IDN AND < W 001 Ex CURS CURB DE HOOT MAINTENANCE OF ALL ERGSION AND SEDIMENT CONTROL MEASURES,IN ACCORDANCE WITH UI Z a) DEMOLITION CALLOUTS CURRENT CLEAR WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS, J 0 Ww 14.PRIOR TO ANY LAND DISTURBING ACTIVITIES.THE BOUNDARIES OF THE CLEARING LEARN, O M RIME! OiECPON AS O NR AND DISPOSED OF OFF4TE ONLr SHOWN ON THE PUN SHLLL BE CLEARLY DELINEATED IN THE MELD.UNLESS OTHERWISE W A O WPWIi/CONPOCRFF PAKNEHI°i0 6E DENOL5M0 AND DISPOSED Of APPROVED,NO DISTUR&NCE IS PERMITTED BEYOND THE CLEARING LIMITS. QY WNC 15,PRIOR TO ANY LINO DISTURBING ACTMTIES.THE BMPS THAT MUST BE INSTALLED ARE U J Q PERIMETER SEDIMENT CONTROL,AND INLET PROTECTION,THESE BMFE MUST BE MAINTAINED Q CONSTRUCTION FENCE LEAKING LIMITS ONLY © O NXI ro'AS NEACN.=CAT EOR THE DURATION OF THE PROJECT. U FMOL5u E TING VNDSWP D mmW! RE/MANTNx IRRIWnON SYSTEM Q IMPROVEMENTS NEW I s sv TO NEW MED°5Cp EE CONTRACTOR 1FROUTCE ADSMWix CLEAN EWE FOR 16.IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN AS NEEDED P .CON I � i SEPTEMBER ST:THE TYPE AND PERCENTAGES OF SEED IN TIE MIX ARE AS IDENTIFIED ON O 2 .AFKAT s O SAN NEE— AVEICNT THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. U O 0 CFSSN� TRACTOR D—SUPPLY SNORING OUR.AND IT WATER-TIGHT TRUCKS MUST BE USED i0 TRANSPORT SATURATED SOILS FROM THE — —_—�E�p_j_—_ S MAT M W!I PERMITS REQUIRED. „ CONSTRUCTION SDE.M APPROVED APPROPRIATE LEM IS i0 GRAIN MUS THE SOIL ED SUE AT A IM N IB. :MAN.SPI LAGETATEp MFA,ONO THROUGH BMPS;SOIL MUST BE OFNNEO SUFFICIENTLY PER __—_ �NBOPY IGNITED LOCATION USING APPROPR IMPL SPILLAGE. _ 5 L-w _ _ EROSION/SEDIMENT CONTROL CALLOUTS PUMPING OF SEDMENT UDEN WATER MUST BE DISCHARGED OVER AN UNDISNRBEO. �§ PRE ROUGH A SEDIMENT CONTROL BMP(I.E.FILTER BAC). L� O O PER ETER PROTECiO ESC PUN MUST SE KEPT ONSITE,&E MEASURES SHOWN ON THE PUN MUST BE YpOFE551 . + CONTRACTOR i0 INSTALL PERIMETER PROTECTION(SILT FENCE.SANG MSTOILEO PROPERLY i0 ENSURE THAT SEDIMENT UDEN WATER GOES NOT ENTER A SURFACE A"I BAGS,FILTER BERMS)PER CRT OF LODI STANDARDS AT ALL PERIMETER WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. LOCATIONS TO PREVENT SILT-UDEN RUNOFF FROM IFANNG THE 2 NAL P.GRUBS CONSTRUCTION AREA AND AS DIRECTED BY THE CITYINSPECTOR. :10.THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REDUIREMENTS FDA 67814 FHAT\\ AN CIPATED SITE CONDITIONS.WRING THE CONSTRUCTION PERIOD. THESE MEASURES SNALL PAVEMFNT� s v FORM DRNN INLET PROTECTION BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REWUTIDNS. Q CONTRACTOR i0 INSTALL WTCN BASIN FILTER BAO PER DETNL THIS 21 WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTAINED ONLTE AND AVNIABLE TO DISTRICT 6/1., SHE SHEET,AT DOWNSTREAM INLET—GNs OR AS REQUIRED i0 PREVENT INSPECTORS UPON REQUEST. Sjb f L dA?P AOJUST CT NECESSARY DURING CONSTRUCTION).OXIMPIIHME SYSTEM ANO/OR OF CAL1E _——_— N WATER DRUM ENTERING STORM GRA / -- PION NECESSARY AREA(PLOUTIOH,CON1RACi0R i0 OTHER MPRWED KATION S.FINE WATER SPRAYING.PUSTIC SHEETNC.MULE ICH MAY u AS DIRECTED B!Litt INSPECTOR. 22.IN ARES SUBIEGT i0 WIND EROSION,APPROPRIATE BMPS MUST BE USED WH = IN THE ARPL CNING,OR Ts 4 O CONSTRUC MEASURES. CONTRACTOR TO UTILIZE THIS AREA FOR: 23,ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD, AS eUILTS 5 S MATERIAL DEANERY AND STORAGE —————————————— },� yy CONCRETE WASTE MANAGEMENT-PLACE ON NSOUEEN AND COVER — ---- I `\ STOCKPILES �� ORa2 DANDY BAGWII \ LIR STRAPS & 2 sT�RM Om CF ~z IN P Ox EROSION CONTROL NOTEStzm DANDY BAG®R 1 L NECESSARY GOTIPlEM ID MACER I ON—AHD SED NEx�!ECMB ONE To FACILITATE D uu R SFAORANCEFIT C I BMPSI THE�ER/COrtPACTOREN Nr EMINENT SNAG-RESTORE Au ERDSKKI CONTROL DMCES MONOFILAMENT PMH ORDER TO THE IUNESFACTON OF THE Ott ENGINEER AFTER —DUMPING STRAP -x GCn SIN- LLOWS FOR EASY REMOVAL OF CONTENTS DANDY BAG®II GENERAL NOTES CR�u�uBtt K WOUiRR_NEBr1GR DIG c RAno S x LN—EIlErGi INSTALLATION AND MAINTENANCE GUIDELINES: MR111,1�E AND AINTAIN IRRIunON To THE srz PRm2MENF5 IRmGlwx (GN F AS RSWM 10 G� WT W6 IHSPECTO WE 10 uxC MPLEIED INSTALLATION:REMOVE THE GRATE FROM CATCH BASIN, IF USING OPTIONAL OIL ' I.a Ounu nACEN ICN D SEE INET cCOOETRUL M�PINES Mapµ1ECT- ABSORBENTS PLACE ADSOIBENT PILLOW IN UNIT STAND THE GRATE ON END. Q MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE MNHINNED. x!FPMALn N u DANDY BAG H SO THAT THE GRATE S BELOW THE TOP STRAPS AND ABOVE THE NOHE!wW 50 FE£!FROM THE TMK 5lORA.CETTH HMWO FE NOt LOWER STRAPS. HOLDING TIE LIFTING DEVICES INSERT THE GRATE INTO THE INLET. AS DEMOLITION NOTES: MAINTENANCE:REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF CgTECT R ITTARERO 10 UNIT AFTER EACH STORM EVENT. AFTER EACN STORM EVENT AND AT REGULAR f55 ED ON ACTUAL CONTPACTOt MO DEPTH OF ALL 8 v O v 1 oGPOTE AND VERIFlv I PI FOR orLpUTILN AND EICTED PoORNiO STMT O w&TOR IMEMALS.LOON INTO THE DPNOY BAG IF THE CONTAINMENT MFA IS MORE mSTMIAnOx T6cxxICDU1Es.&6uFFTHES 'IN.EY PUUL—THE UTHIES AND THAN I/3 FULL OF TI E CA THE UNIT MUsI eE EMPNED. TO EMPTY ENT,LIFT OF My OSCRFPANCFS OR INCDMPATAR IIEI WON TIE THE ENIi OUT OF THE INLET USING THE LIFTING STRAPS ANO REMOVE THE GRATE. ilJlpAAysllal'e bBIOW. ! CJ al OEAGN. IF USING OPTIONAL OIL ABSORBENTS;REPLACE ABSORBENT WHEN NEAR SATURATION. 0 L ITA0TICALLING R1.FEp ut�cnl6�SH�pwx 0 Tn BEff YiMSRINAE R45ENO 0 u Ox TMKONURN�EO PUBUCA M°.EiliM nLyON.NonF.RARGH DSEx c0N5ELnNc EN FBRs,INC. CATCH BASIN RLTER BAG Cell before you dig. OBLECT NG e"NRRIATIO"N's 11 CINE eE sHwLD OCCUR.THE caNTRxTOK SHALL s" 2. Rw [CuIE/PEWECICAiE SLIT�NWRTEHwCESPM JPRWECiAARG TNAT aLy� 2�- IH CWsmUCIOx T SOLVE NL FRODLFMs Pggi To PR«FEDWG S