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CI <br />NN <br />lJZF <br />O <br />H <br />W <br />3 <br />SILT FENCE <br />CEOTEXTLE <br />COMPACTEDBACOTN.L <br />i jww - <br />7 - <br />EXSTINC J <br />GROUND <br />6' MIN <br />Al LL751 IC' <br />OF SILT FENCE <br />I:AL" SHALL NE <br />DURIEC <br />JON <br />ROTATESECOND <br />POSTS SHALE BE JONED AS <br />SM^.WN, THFN ROTATFD 160 DFC, <br />IN DIRECTION SHOWN AND DRIVEN <br />INTO THE GROUND <br />18' MN <br />REOOMMENOM' WOODEN \ / LENGTH, L <br />FENCE POST PATH IC' MAX \-/ <br />SPACING I ncccr , c.111 n, 1 <br />D 1-7 <br />MIN") 1' 6" <br />1 (MIN) 1 <br />COMPACTED JBACKFILL, <br />TYP.) <br />CHANNEL GRADE <br />UPSTREAM AND TOP OF CHECK DAM <br />36' 48" DOWNSTREAM A <br />TYP <br />CHECK DAM ELEVATION VIEW <br />2' 6' <br />CHANNEL <br />at F- GRADE <br />1' 6" <br />FLOW -- MIN. <br />1' MIN. <br />SILT FENCE <br />POSTS SHALL OVERLAP <br />AT JOINTS SO THAT NO CAPS <br />EXIST IN SILTFE4CC <br />IN CKNLSS OP <br />BEEN EXAGGERATE), TYP <br />SFCTION A <br />1--1. 511-1 FLNCL <br />1_ SILT FENCE MUST BE PLACED AWAY FROM THE TOE OF THE SLOPE TO ALLOW FOR WATER <br />POND94 SILT FENCE AT THE TCE OF A SLOPE SHOULD BE INSTALLED IN A FLAT LOCATON <br />AT LEAST SEVERAL FEE- (2 -5 F'r) FROM THE TOE OF THE SOP-- TO ALLOW ROOM FOR <br />PONDING AND DEPOSITION. <br />2. A LNFORM G' X 4" ANCHOR TRENCH SHALL BE EXCAVATED USING TRENCHER CR SILT <br />HLKLL INSIALAIIUN ULVLL. NO HMI: CMAULKS, lACKHJLS, UN SIMILAR LUUI-'MLNI SWN.L <br />CC USED. <br />J. COMPACI ANCHOR IRLNCH B" HAND WIIH A ':UMPNG JACK' OR W WHLLL POLLING. <br />COMPACACN SMALL BE SUCH T-IAT SILT FENCE RESISTS BEI40 PULLED OUT OF ANCHOR <br />TRENCH BY HAND <br />4. SILT FENCE SIIALL DE PULLED TIMIT AS IT IS AYTIORCD "0 TIC STAKES. MORE SIKXJLD <br />BE NO NOTICEABLE SAG BETWEEN STAKES AFTER IT HAS BEEN ANC -ORED TO THE S -AKES <br />5. SILT FENCE FABRIC SMALL BE ANCHORED TO THE STAKES USING ` HEAVY DUTY STAPLES <br />OR NAILS WITH V - LEADS. STAPLES AND NAILS SHOULD BE PLACED 3" AL04C THE FABRIC <br />COWN THE STANCE. <br />6. A- THE END OF A RUN OF SILT FENCE ALONG A CONTCUR, THE SILT FENCE SHOULO BE <br />TLRNED PEWE40CLLAR TO ME CONTOUR TO CREATE A HOOK.' THE "J -HOOK' <br />LXtLNNN'G PLRPLNDICUAAR 10 THE CONIOJR SHOUL.J BE % SLHHICLNI LLNCIH 10 KLLP <br />RUNOFF FROM TLOWNG MCUND I) E END Or THE SIL- FENCE (TYPICALLY !0' - 20'). <br />7. SILT FENCE SHALL BE WALED PROR TO ANY LAND DISTURBING ACTIVITIES. <br />SILT FENCE MAINTENANCE NOTES <br />1. INSPECT OMPs EACH WORKDAY, AND MAINTAIN THEM N EFFECTIVE OPERATING CONDITION. <br />MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NCI REACTIVE. INSPE ^T BMPS AS SOON AS <br />POSSIBLE (AID ALWAYS WITHIN 24 HOURS) FCLLOWNC A STORM THAT CALMS SURFACE <br />FRO ION• AND PFRFORM N= CFSSARY MAINTFNAMF. <br />2. FREOLIEW OBSERVATICNS AND MANTEMANCE ARE NECESSARY TO MAINTAIN SPIN N <br />EFFECTIVE OPERATING CONDITION INSPECTIONS AMC CORRECTVE MEASURES SHOULD BE <br />COMMENTED THOROUGHLY. <br />3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED JPON <br />USCID&RY 0'- IHL FAILURE. <br />4. SECIVENT ACCUMULATED UPSTREAM OF ME SILT FENCE SHALL BE REMOVED AS NEEDED <br />10 MANrAN Hit HUNCIK*iWIY O HL AMP, IYPC.NLY WHEN 'JLPIH O ACCUMULATED <br />SEDIMENTS IS APPROXIMATELY 0 ". <br />5. REPAIR OR REPLACE SILT FENCE WHEN THERE ARE SIGNS OF WEAR, SLCH AS SAGGING, <br />TEARING. OR COLLAPSE. <br />6. SILT FENCE IS TO REMAIN N PLACE INTL THE CIPSTWAM DISTURBED AREA IS STABILIZED <br />AND APPROVED BY THE LOCAL JURISDICTION, OR IS RENEGED BY AN EOUIVALEN- PERIMETER <br />SED1MENr COMRCL 31NIP. <br />7. M EN SILT -ENCE IS REMOVM. ALL DISTURBER AREAS SMALL BE CO'VEREC WIT I TCPSOI- <br />SEEDED AND MULCHED OR CTHEPWISE STABILIZED AS APPROVED BY LOCAL JURISCNCTION. <br />ICUK ,NAND TWIN /1WSI M A4Nme. CCU01VQ0 AA6 ON W NNMA H A"NAN.E N &100D) <br />NOTF. MANY JURISDICTIONS HAVE LIMP DETAILS THAT `NARY FROM LOFCD STANDARD CETAILS. <br />CONSULT MTN LOCAL JURISDICTIONS AS TO WHICH CETA!L SHOULD BE USED WHEN <br />6I7TERENCES ARE NOTED. <br />D50 . 12" RIPRAP, TYPE M OR <br />TYPE L D50= 9" (SEE TABLE <br />MO -7, MAJOR DRAINAGE, VOL. 1 <br />FOR GRADATION) SECTION A <br />EXCAVATION TO NEAT <br />LINE, AVOID OVER - EXCAVATION. <br />TYP-) <br />7TCT <br />EXCAVATION TO NEAT <br />i,Wt.- >u'i._ .:IKt. "iiF.'t.i?Lr :i • E 1 <br />050 OR <br />TYPE L D50-9" 1 <br />MAJOR DRAINAGE, • FOR <br />GRADATION) <br />Aftm , A <br />vEE <br />A AN • • EQUAL ILLIEVATIM <br />B <br />CHANNEL GRADE <br />PROFILE <br />CD -1" CHECK DAM <br />CHECK DAM INSTALLATION NOTES <br />1. SEE PLAN VIEW FOR: <br />LOCATION OF CHECK DAMS. <br />CHECK DAM TYPE (CHECK DAM OR REINFORCED CHECK DAM). <br />LENGTH (L), CREST LENGTH (CL), AND DEPTH (D). <br />2. CHECK DAMS INDICATED ON INITIAL SWMP SHALL BE INSTALLED AFTER CONSTRUCTION <br />FENCE. BUT PRIOR TO ANY UPSTREAM LAND DISTURBING ACTIVITIES. <br />3. RIPRAP UTILIZED FOR CHECK DAMS SHOULD BE OF APPROPRIATE SIZE FOR THE <br />APPLICATION. TYPICAL TYPES OF RIPRAP USED FOR CHECK DAMS ARE TYPE M (D50 12') <br />OR TYPE L (D50 9 "). <br />4. RIPRAP PAD SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF 1'. <br />5. THE ENDS OF THE CHECK DAM SHALL BE A MINIMUM OF V 6" HIGHER THAN THE CENTER <br />OF THE CHECK DAM. <br />CHECK DAM MAINTENANCE NOTES <br />1, INSPECT SMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. <br />MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPS AS SOON AS <br />POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE <br />EROSION, AND PERFORM NECESSARY MAINTENANCE. <br />2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN <br />EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE <br />DOCUMENTED THOROUGHLY. <br />3. WHERE BMI HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON <br />DISCOVERY OF THE FAILURE. <br />4. SEDIMENT ACCUMULATED UPSTREAM OF THE CHECK DAMS SHALL BE REMOVED WHEN THE <br />SEDIMENT DEPTH IS WITHIN Y2 OF THE HEIGHT OF THE CREST. <br />5. CHECK DAMS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM) DISTURBED AREA IS <br />STABILIZED AND APPROVED BY THE LOCAL JURISDICTION. <br />6, WHEN CHECK DAMS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE <br />COMPACTED BACKFILL. DISTURBED AREA SHALL BE SEEDED AND MULCHED AND COVERED MATH <br />GEOTE.XTILE OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. <br />DETAILS ADAPTED FROM DMIQIAS CO1NtY, COLORADO, HOT AVAILABLE IN AUTOCAD) <br />tQg; MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UOFCO STANDARD DETAILS. <br />CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN <br />DIFFERENCES ARE NOTED. <br />SN'TAIN K OR OTHFR <br />PAVED SURFACE <br />PURL IC ' <br />FOACWAY <br />INS -A..L RCCK FLUSH WITH <br />ON BLLOW LOP OI P,AVLMLNI <br />r-- <br />r <br />1 <br />15I <br />2C FCOTMDTHCAN BE <br />LESS IF CONST. <br />VEHICLES ARE <br />PHYSICALLYCONRNEOON <br />ROM SIDFS) <br />50 FOOT ',MIN.) <br />9- (MIN) <br />UNLESS OTHERWISE SPECKED <br />I 8V LOCAL JURtSDICT ON, USECOC•T SECT. /703. AASFTO 03 <br />COARSE A,'CRECA -E OR 6" <br />MINUS ROCK <br />NON -WOVEN GEOTEXr LE FABRIC <br />BETWEEN SOIL AND RCCK <br />UNLLSS UIHLHW''S_ SLLIHLU BY LOCAL <br />JURISDICTION. USE COOT SECT. #703. AASHTO <br />y3 COAISL ACGRLGAIL <br />OF R" NNLS PW:K -E <br />S" iWSN.) <br />t r <br />NON -WOVEN CECTEXTILE <br />FABRIC <br />COMPACTED SU3GRADE - <br />SECTION A <br />VTC I- AGGRFGATF VFHICI F TRACKING CONTROI <br />NSTRICTKW FNTRAHW'F/FXIT NSTAIIATION NCTFS <br />1. SM PLAN VT`W FOR <br />LOCATION OF CONSTRUCTION ENTRMCE(S)/EXR(S :. <br />TYPE OF CONSTRUCTION ENTRANCES) /EXTS(S) (WTH/WTHOUT WHEEL WASH. <br />CONSTRUCTION MAT OR TRIM). <br />s. CONSTRUCTON MAT OR TRW STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE <br />USED ON SKCRT DURA'ON PROJECTS ( TYPICALLY RANONC FROM A WEEK TO A MONTH) <br />WMFR= THFRF WT I OF INITFD VFMMJIIAQ A.CFSF. <br />3. A STABILIZED CCNSTRUCTION ENTrM'E /CXIT S HILL DC LOCATED AT ALL ACCESS FONTS <br />WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT -OF -WAYS. <br />4. STABILIZED CONSTRUCTON ENTRANCE/EA- SMA-L BE INSTALLED PRIOR TO ANY LAND <br />UbIU411M ACI VIIII <br />S A MM- W(YVFN r1F07)(TH1 FARFRN' qHA OF PIACFn IINnFR THE SYARI1171`n <br />CONSIRUCTON ENIRAICE /'1,911 PRIOR 10 HE PLACLM I O ROCK. <br />6. UNLESS OTHERWISE SPECIFIED BY -OCAL JURISDIC -ION, ROCK SMALL CCNSIST OF DDT <br />SECT. #703, AASHTO 03 COARSE AGGREGATE OR S" (MINDS) ROCK. <br />STABILIZED CCNSTRUCTION ENTRMCE/EXIT MANIEN44GE NOES <br />1. NSPECr BMPs EACH WORKDAY, AND MAINTAIN THEM N EFFECTIVE OPERATING CONDITION <br />MANTENANCE OF 8MPs SHOO!! BE PROACTIVE, NCI REACTIVE. INSPECT BMPI AS SOON AS <br />P0551111 F (AND A WAYS WI-HN 24 H,- ,AIRS) =CX 1 OWING A NORM THAT CA'ASFS SI IRFA'F <br />EROSION, AND PLRFORM NECESSARY WIINILNANI <br />2. FREQUENT OBSERVATIONS A40 MAINTENANCE ARE NECESSARY TO MAINTAIN BNPB N <br />LFPECIIVL OPERATING CONOIIION. !NSPLCIIONS ANC CORFLCINL MEASURES SHOULD UL <br />DOCUVCNTCO TIIORO- GIILY. <br />J. WHLNL LIMPs HAVL HALLO. HLPAIN OR RLF1AC.M:NI SHCULL; BL NIIIAILU UPUN <br />DISCOVERY OF THE FAILURE. <br />4. RCCK SHALL BE REA-'PLED OR REGRADED AS NECESSARY TO THE STABILIZED <br />CNMANCC/CXIi TO MAINTAIN A CONSSTO4T DCPTI . <br />S. S= MENU RACKEU ONIC WCVLD ROADS IS 10 M REMOVED IHHOLGHOUI HE DAY AND <br />AT -IL CND Of THC DAY BY S IOV]JNG OR SWEEPING. SEDIVCNT MAY 40T BE WASHCC <br />DOWN STORM SEWER DRAINS. <br />NOTE:. MAN- JURISDICTIONS HAVE (NAP DETAILS THAT 'JAR" fROM UDCD STANDARD CETAILS. <br />CONSKII.T WITH LOCA .ijRISOCTII AS TO W -i" DFTAII 5401111) W USFD WHFN <br />DIFFERENCES ARE NOTED <br />OCAS AAIPIEL FNOY tlY OF • . COQ . 11•T AWAKNE N mil !) <br />2" TO <br />4" DEEP <br />INAI'KINU OR <br />IMPRNIING <br />FL.RROWS 2" TO A" DEEP <br />WITH 6' MAXIMLM SPACI40 <br />PARALLEL TO CONt0LRS <br />SR 1. SURFACE ROUGHENING <br />FOR STEEP SLOPES (3:1 OR STEEPER) <br />SCARIFYING <br />OR m 11NC <br />I I <br />i-'To <br />ROJCHENED ROWS SMAL BE i TO 6' <br />6" ULLP WITH 6" MAXIMUM SFACI4G PAiAULLL <br />DEEP TO CONTOURS <br />SR -2. SURFACE ROUGHENING <br />FOR LOW SLOPES (LESS THAN 3:1) <br />S117FAC17 ROIYIHF4,MG IWSTAIIAnON MOTFS <br />SEE PLAN 'VIEW FOR. <br />LOCATIONS) OF SURFACE ROUGNENMG. <br />2. SURFACE ROUG4ENNG SMALL BE PROVIDE? PROMPTLY AFTER COMPLETCN OF RNISMED <br />MAX'/O (FOR ARRAS NC- RFCENNG TOPSDII) DR PRIOR TIT TOPUN P ACfMrNT OR MY <br />FONLJ;ASIED FWN LVENL <br />3. AREAS MITRE ELMJX4G FOJNCATDNS, PAVEMENT, OR SOC WILL DE PLACED WITIIOUT <br />Dr1AY IA Tir CDN ZUCOI N Srow4C.r, aURrACY MUMirNNG IS NOT R omm. <br />4 ntSTIRRFn RI RFACTS 4HA11 FIF R01FNHF0,Fn IISNG RIPPIMY; 0R -1 I INO FQISPMFNT ON <br />THE CON704JA OR TRACKI4G UP AND DOWN A SLOPE USING EOUPWIEN- TRENDS <br />5 A FARM N(1 IXSK SHIN 1 NOT IF M111 FCR RIIRFAF 7CURHF41NC1 <br />SURFACE ROLGHE4MG MANTENIMCE NOTES <br />INSPECT 8141. EACH WORKCAY, AND MAN -AN THEM N EFFECT- OPERATING CONO!TICN. <br />MAINTENANCE OF OW's SHOULD BE PRCACTIVE NOT REACT"AE. NS -ECT 8MPs AS SOON AS <br />POSSBI,E (.AND ALWAYS WI'4114 24 "OURS) FOLLOONG A STORM THAT CALSES SURFACE <br />EROSION, AND PERFORM 4ECESSA4Y MAINTENANCE <br />2. FREQUENT OBSERVATIONS AND MAINTENANCE ME NECESSARY TO MAINTAIN BAPS IN <br />E= FECnvE OPERATING CONOInG4 NSPECTIONE AND CORRECTIVE MEASURES SHOULD BE <br />DOCUMENTED THOROUCHLY. <br />3. WHERE BMPS HAWE FAILED, REPAIR 00 REPLACE UPON CSCOVERY O= THE FAI_URE. <br />4. VEHICLES AND EGUPMEM SHALL NOT BE CANEN OVER AREAS TIM- HAVE BEEN SURFACE <br />ROJCHEHEC. <br />S. N NUN IUH GRASS HNISILJ ARLAS SL =UING AND ALL: INU SHAM IAKL P-Ai:L <br />DIRLCILY OVLR SLW.AM ROLIGHHLNED M%Jw, #TMDJI HNS SMOCI-ING DUI IHL SURFAC =. <br />6. N AREAS NOT SCCDED AND MULCHED ATEr1 SURFACE ROJGIIENING, SLRFACM SIIALL DE <br />RL 4OUCE4L0 AS NL(LSEMV IC MANIAN GROOVE DUI' H AND %OOIF U&R RILL <br />LICSION. <br />0 rMS AIWA• N1I111 LGSM fi IVW1t9S. tdOWOQ NMT MNMF N ARK.W) <br />MM- MANY JURISOCTIONS HAVE BMP CEIALS THAT 'VARY FROM UOFCD S'ANOMC DETAILS. <br />CO4SuLT WITH LOCAL JCIRISC.'.nONS AS TC WINCH DETAIL SHOULD BE USED WHEN <br />DIFFERENCES ARE NOTED. <br />BMP LEGEND <br />ml <br />VEHICLE TRACKINC <br />CONTRCL (SEE <br />VTC DETAIL) OR <br />OTHFR STAIN F <br />SURFACE <br />CONCRETE WASHOUT AREA PLAN <br />12' TYr. COVPACILD MLPM AROUND <br />24 THE PERIMETER <br />23 SLOPE <br />IIN1115TlIRFF'1 OR- > > <br />COMPACTEC SOIL VEHICLE T1RP.CKING8X8MIN. <br />C04TROL {SEE VTC <br />SECTION A <br />DETAIL' <br />CWA -1. CONCRETE WASHOUT AREA <br />CWA INSTALLATION NOTES <br />1. SEE PLAN VIEW FOR <br />CWA INSTALLATION LOCATION. <br />2. DO NOT CICATF AN UNI INFO MA WITH N 40XY OF ANY NATURN DRAIMMIT PATHWAY OR <br />WATERBODY. DO NOT LOCATE WTHN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES. IF <br />SITE CONSTRAINTS MAKE THIS INFERS BLL. OR 1= HIGiLY PERMEABLE SO LS EX ST ON SITE, <br />THE CWA MUST BE NSTALLEC WITH AN IMPERMEABLE JNER (16 ML MN. THICKNESE) OR <br />SURFACE STORAGE ALTERNA -IVES USING PREFABRICATED C04CRETE WASHOUT CEVICH OR A <br />LINED ABOVE 3ROUND STORAGE ARE SHOULD BE JSEC. <br />J. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. <br />4. CWA SHA INC -L.DL A FLAT iUI15U4ACt, P I IRA IS AI LLASI 8' HY 8' S.OPLS <br />LEADINC W' Or nlC SU3SURfACC PIT SHALL DE 3:1 02 rLATTER. TI C PIT SHALL DE AT <br />LEAST 3' DEEP. <br />A RFRM SINRMI4DINC, SII AND RACK OF -HF CWA ';NMI AVF MNIMI.M MRI :F V <br />6. VEHICLE TRACKING PAD SHALL BE SLOPED 22 TOWARDS THE CWA. <br />T SIGNS SMALL BE PLACED A THE CONSTRUCTION ENTRANCE, AT THE CWA, AND <br />ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERAORS <br />Of CONCRETE TRUCKS AMC PUMP ZIGS. <br />III. U5& EXCAVAILU MAIGRAIL FUH PLHINLILP ARM C'UHSIHUCIK)N. <br />CWA MAINTENANCE NOTES <br />t. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM N EFFECTIVE OPERATING CONDITION, <br />MAINTENANCE OF 8MP2 SHOULD BE PROACTIVE. NOT REACTIVE. INSPECT BMPs AS SOON AS <br />MSSIOLC (AND ALWA-S WIT IN 24 HOURS) rOLLDWNG A STORM TI IAT CALSCS SU RrACC <br />LROSION, AND PEJRHORU NECESSRY MAINTENANCE. <br />2. FREOUE4- OBSERVA-IONS AND MAINTENANCE ARE NECESSARY TC MAINTAIN BMCP% IN <br />FFFFnTIVF OPERATING C(NNIITIC,N INSPFn -10145 AND rORiFCTNF MEASURES RHOIII D RF <br />DOCUMENTED T110RIDUGALY. <br />3. WHERE BMPs HAVE FAILEC, REPAIR OP. REPLACEMENT SHOULD BE INITIATED UPON <br />DISCOVERY OF THE FAILURE. <br />4, THE CWA SHALL BE REPAIRED, CLEANED, CR = NLARGEC AS NECESSARY TO MAINTAIN <br />CAPACITY FOR CONCRE -E WASTE. CONCRETE MATERIALS, ACCUMULATED 14 PIT, SHALL BE <br />REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. <br />S. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS <br />IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE .08 SITE IN A WATER -TIGHT <br />CONTAINER AND DISPOSED OF PROPERLY. <br />6. THE CWA SHALL REMAIN IN PLACE UNTIL ALL 004CRM FOR THE PROJECT 15 PLACED. <br />7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND <br />MULCH ON OIMLKWASt SIAWUZLU N A MANNLK APPROVED BY IHL LOCAL JUHISUIC110M. <br />ILN4l AWNHD HKAO IKAJIK.YJ MANY. HXAJSTARE MA IM, 01Y W VA•ILIN, tXAJJItAUO, MI AVNANIL N AJKJPM). <br />NO'E. MANY JURSOICnONS HA'JE SUP DETAILS THAT VARY FROM UOFCO S -AgARO DETAILS <br />CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH OCTAL SHOULD BE JSEC WHEN <br />DIFFERENCES ARE NOTEC. <br />RECORD DRAWING ^ <br />CONSTRUCTION ACCESS = O DEWATERING <br />July 9, 2012 v <br />THIS RECORD DRAWING HAS BEEN PREPARED, IN PART, BASED UPON '----- O CONSTRUCTION FENCE O LIMITS OF CONSTRUCTION DO j1 f <br />INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED Q_ -ft. yif <br />TO BE RELIABLE, MULLER ENGINEERING COMPANY, INC. CANNOT ASSURE ITS ® O CHECK DAM Q O SEEDING AND MULCHING <br />ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS <br />RECORD DRAWING OR FOR ANY ERRORS OR OMISSIONS NVHIICH MAY HAVE <br />BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD El O CONCRETE WASHOUT AREA )F- O SILT FENCE <br />DRAWING ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS <br />F <br />ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. <br />OCULVERT PROTECTION O SURFACE ROUGHENING <br />O EROSION CONTROL BLANKET <br />SEO # C -1991 <br />DESIGNED: DATE: MULLER ENGINEERING CO., INC. SHEET <br />DRAWN: DATE: CONSUL 77NGF.NGINFd.R3 <br />CHECKED: DATE: M SOUTH WwDSwtRMBLVD #4-100 URBAN DRAINAGE AND FLOOD CONTROL DISTRICT HAVANA STREET DAM IMPROVEMENTS EROSION CONTROL DETAILS <br />REVISED: DATE: LAKEWOOD, COLORADO 89226 <br />REVISED: DATE: PROJECT P40.07-030.08 ( - <br />V3) 9118-49N 10 of 4413 <br />F -10