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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
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