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<br />1. EROSION AND SEDIMENT COMMOL MIASl/RE5 SFW.L BE EFFECTIVE FOR THE DURATION OF 171E
<br />we 30, MlN
<br />BACK OF CURB
<br />CONCRETE SLURRY WASTES
<br />�1:)3tl
<br />COA57RUCWN ACTMiY.
<br />2 A10 STORM RUNOFF 047ER SPALL BE ALLOWED 70 DRAIN DIRECTLY INTO THE IXLSTN/G UNDERGROUND
<br />GROUND EXISTING
<br />GROUND
<br />GRAVEL BAGS 70 OVERLAP CURB INLET
<br />ONTO CURB
<br />1. PCC AND AC N41SiE SHALL NOT BE ALLOWED TO ENTER STORM DRAINS OR WA7ERCOJRSES
<br />STORM SYS7FjW BEFORE THE ON-SIZE MW OVWN SYSTEM IS INSTALLED.
<br />2. PCC AND AC WASTE SHALL BE COLLECTED AND DISPOSED OF OUTSIDE THE HIGHWAY RiGHT-OF-WAY
<br />o
<br />N CONFORAUNCE WITH SECT
<br />3. AS SOON AS LS F'RACIICAL AFTER IME NEW ON-SIX STORM O1WN SYSTEM( IS INSTALLED. THE CATCH _ =1I1- - -_ fLOWUNE 1 ON 7-1.13 OF STANOWRD SPECIFICATIONS OR PLACED IN A TEMPORARY
<br />CONCRETE WASHOUT FACILITY
<br />BASMIS SMU BE INSTALLED AND WRAM BAGS AND SCREENS SHALL BE PLACED AROLMLD THE CATCH
<br />III = 2 -
<br />117 III _ I = III- III (-1
<br />o
<br />BASMI� AS SHOWN, THE CQNiR/CIOR SHALL HAVE AN OPTION TO INSTALL PREFABRICATED STEEL
<br />=III (-III - I = -I 1=1 -III (-� I)
<br />_1 `O -iTII
<br />EP/UP
<br />3 DISPOSAL OF HARDENED PCC AND AC WASTE SHALL BE INCONFORMANCE WiTH SEC7KIN 15-3.02 OF
<br />FRAAES WITH FILTER OF FILTER FABRIC ATTACHED 70 THE FRONT OF THE MIN INLET AND
<br />EXTE311D /2 A1KtiES 12 ON EACH SA71E OF TETE LIb41N INLET OPENIMIG FRAME SHALL BE APPRIOVED
<br />*41
<br />_ 1=1Ti 1 I 1=1
<br />n n
<br />THE STANNRD SP£CIFTCATXNVS
<br />m 3
<br />E� a
<br />f
<br />BY PE O01/MY EN6 SFAYl FIT TF/f GPENWNG NA7H LESS TF14N ONE-QUARTER INCH (i/4")
<br />AL
<br />XREGAZE
<br />4. A SIGN SHALL B£ INSTALLED AD4ICEM TO EACH TEMPORARY CONCRETE WASHOUT FACILITY TO INFORM
<br />++
<br />CLEAN CRUSHED ROCK
<br />GAP AT ANY ONE PONT.
<br />CONCRETE EQUIPMENT OPERATORS 70 U71UZE THE PROPER FACILITIES
<br />THE PERSON
<br />� T"PLE-fMENr" A'T�aAtA ''"f aN�AND M RBE PONS( L �
<br />FILTER FABRIC (Shall
<br />PROFILE VIEW
<br />GRAVEL BAGS ShALL
<br />A BE
<br />5. DONOTALLOW R£CfMNGUNG47ERS RESIDUE FROM WET COR/NG OR SAW-CUTTING AC OR PCC TO EiV/ER STORM
<br />Q
<br />cOlvTldo
<br />/`1 �L
<br />5 A AIAWAIUM OF 50' OF DRAIN ROCK, 1-11l2" DIAMETER OR LARGER, AT A MINIMUM DfP7H OF 6`;
<br />BE WALLED AT EACH DRA�EMHY ENMANCE 70 THE S17E THIS DOES NOT NEED W BE DONE
<br />AF 1 � & S S7RSW�
<br />OPEN 7O-100)
<br />1/4` PEA GRAVEL
<br />6. VACUUM SLURRY RESIDUE AND DISPOSE IN A TEMPORARY PIT (AS DESCRIBED IN ON-SIZE TEMPORARY
<br />_';;FALL
<br />CONCRETE WASHOUT FACILITY, CONCRETE MOW TRUCK WASHOUT PROCEDURES, BELOW) AND ALLOW
<br />AT ORIVE7WAY5, IWMCH WILL BE CLOSED BY IAMIOVABLE BARRICADES DARING CONSTRUCTION
<br />1. GRAVEL BAGS SHALL BE WOVEN GEO7EXTL.E FABRIC
<br />SLURRY TO D/SFOs£ OF DRY SLURRY RESIDUE IN ACCORAAA/CE N7171 BAIP all!-S "SOLID WASTE
<br />8
<br />6. ALL EROSION AND SED�AIENTA71OV CONTROL MEASURES SHALL BE AWNIANED UNTIL DWLWBED
<br />2. CONSTRUCT ON GENTLY SLOPING S1RfE15 WHERE WATER CAN
<br />POND AND ALLOW SEDM/ENT 70 SEPARATE OUT OF SUSPENSION.
<br />MANAGEMENT', OR, FOR ON-SITE DISPOSAL, MI ACCORDANCE WITH STANTH SPW111-41lON 15-3.02,
<br />�
<br />REMOVAL METHODS
<br />AREAS ARE SUdg/ZED. C/AiNCES 10 THE EROISTON AND SEDM/£MA77AN CONTROL FYAA! SFHLL BE
<br />3. LEAVE A GAP OF ONE BAG /N 171£ MSE OF THE TL7P ROW
<br />s
<br />MADE TO MEET FIELD CONDITIONS BUT ONLY WiTH THE APPROVAL OF OR AT INE DIiECTON OF 7HE
<br />OF BAGS 70 SERVE AS THE SPILLWWAY. SPILLWAY HEIGHT SHALL
<br />Z COLLECT RESIDUE FROM GROOVING AND GRINDING OPERATIONS /N ACCORDANCE WITH STANDARD
<br />COUNTY ENGINEER.
<br />BE LOWER THAN CURB HEIGHT M• SUFFKZNT IN SIZE 70 PASS
<br />SPECIRC7IONS SEC71ON 42-1.02 AND 42-202, "CONSTRUCTK)N."
<br />_
<br />PROVIDE TRANSITION
<br />FLOWS FROM SEVERE STORM EVENT
<br />Z DURING THE RAINY SEASON ALL SIDEW41X AND PAVED AREAS SHALL BE KEPT CLEAR OF EARA/
<br />BETWEEN SDABIUZED
<br />4. PLACE 2 LAYERS OF G90a BAGS OVER LAPPING BAGS AND
<br />ON-SIZE TEMPORVRY CONCRETE WASHOUT FAC/Li/Y TRANSIT TRUCK WASHOUT PROCEDURES
<br />+
<br />$
<br />U47ER14L. AND D 771£ SITE SFNLL BE AWNTMNED SO AS 70 MIVMIZE SEDIMENT LADEN RUAWF
<br />CONSTRUCTION ENTRANCE DIVERSION RIDGE
<br />AND EXISTING EW
<br />PACK THEM TIGHTLY TOGETNER TO MINIMIZE THE SPACE BETWEEN
<br />FROM E7N1EItlAIG ANY STORM DRMMIAGE SYSTEIL
<br />PA 70 COWTNN IW4W?
<br />INSPECT L7PEA GR4m
<br />ERS Af7ER E4 STORM EVENT. REMOVE
<br />1. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE LOCATED A MINIMUM( OF 15 M (50 FT.) FROM
<br />8. THE EROSION AND SEAMENTA710N CONTROL PLAN COVERS ONLY THE FIRST WINTER DURING WHICH
<br />N
<br />SEDIMENT WHEN 1/2 OF 771E FILTER DEPH HAS BEEN FILLED.
<br />STORM DRAIN INLETS OPEN DRVNAGE FACILMES AND WATERCOURSES UNLESS DETERMINED UNFEASIBLE
<br />CONI57RUCITON LS TO TAKE PLACE PEALS ARE 70 BE RE5(lBW17E0 PRIOR 70 SEP/EYIdER 1 OF EACH
<br />REAI010ED SEDWW SHAIl BE DEPDS17ED IN AN AREA TRIBUTARY
<br />BY 7HE ENGINEER. EACH FACILITY SF41LL BE LOCATED AWAY FROM CONSTRUCTION TRAFFIC OR ACCESS
<br />SUBSEQUENT YEAR UNTIL THE COUNTY AX PTS THE SITE 40FROWMIEMS
<br />`-III ' '
<br />70 A S£DMANT BASIN OR DIMER F/LIERING MEASURE.
<br />AREAS 10 F'REVEVT LXSTURBAMiCE OR TRACK/NG
<br />II
<br />6. SED I M/EW & GRAVEL SFNIL BE IAMIEV ATELY REMOVED FROM
<br />TRAN IED WAY OF RW.
<br />2. A SIGN SHALL BE INSTALLED ALLACEM TO EACH WASHOUT FACILITY 70 INFORM CONCRETE EQUIPMENT
<br />9 iT LS THE RESPONSIBILITY OF THE OONINACIOR 70 INSPECT AND REPAIR ALL EROSION CONTROL
<br />FACILITES AT TME' END OF EACH WORK DAY DURING THE RAIN SEASON
<br />-III III
<br />I I ' .::. ;. III
<br />=ill ' % "
<br />7. GRAVEL BAG INLET PROIEC77ON ON ROADS OPEN TO PUBLIC
<br />OPERATORS TO UTILIZE THE PROPER FE RIES 71iE SIGN SHALL - INSTALLED AS SHOWN ON THE
<br />PLANS AND /N CONFORMANCE WITH THE PROVISIONS /N SECTION 56-2, RQADS/l� SKIS O THE
<br />• , III L7iISTNG GROUND
<br />:..:..
<br />WiLL REIII/ARE DELW6471ON DEICES TO ALERT MOTOR/STS
<br />,
<br />STANDARD SPECIFICATIONS.
<br />f0. R 1S THE RESPiOVVSIBILTI' OF 171£ CONTRACTOR TO CLEAN OUT SLDiMENT BASINS NIlENEIA:R 7wIII
<br />•. ,�. �•.:•;:.'•
<br />BICYCLISTS AND PSS THE USE OF SUCH DEVICES SIALL
<br />LEVEL OF SEDIMENT REACHES THE SFDAENf CLEAN OUT LEVEL INDICATED ON THE PLANS
<br />,
<br />Ili
<br />BE S(Ai7dECT 70 THE REMIT EIYGIVEERS APPROVAL
<br />3. TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE CONSTRUCTED ABOVE GRADE TEMPORARY
<br />:•,
<br />l ;` III l
<br />CONCRETE WASHOUT FACILITES SHALL BE CONSTRUCTED AND AWNTAINED IN SUFFICIENT QU4N77Y AND
<br />11. IT IS THE RESPDITES OF THE CON1RAC7OR 70 PROTECT TEMPORARY BORROW AREAS AND/OR
<br />= '':,`.' ';.'� ' .' =III:
<br />SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED 8Y WAShfOUT OPERATIONS
<br />STOCKPILES WATH APFROPRA47E EROSION CONTROL MEASURES SATISFACTORY 70 THE COUNTY DVGLWR
<br />-1 '_..; :.... ::: •.;. III-,
<br />�' NTN
<br />4. TEMPORARY WASHOUT FACTUTEE SHALL HAVE A TEMPORARY PIT OR BERRIED AREAS OF SUFF7CIEM
<br />12. THE CLEANING OF PAVED STREETS DURING AND AT THE C0MPLET/AN OF CONSTRUCTION, SHALL BE
<br />VOLUME 70 COMPLETELY CONTAIN ALL LIQUID AND WASTE CONCRETE AAT£RALS GEMERAMD DURING
<br />PfRFOR140 Wf7H MECHAMCAL SWEEPERS ME USE OF WATER (RUCKS 70 "WASH DOWN" THE STREETEXISTING
<br />EXISTING GROUND
<br />OPEN PLACE PERFORATED PVC
<br />PIPE ACROSS CURB OPENING
<br />WASHOUT PROCEDURES:
<br />IS PROHOW
<br />PLAN VIEW
<br />BACK HOOD
<br />70KEP LARGE DEBRIS FROM
<br />ENTERING KE.
<br />STORM DRAIN SYSTEM
<br />5PERFORM WASHOUT O CONCRETRUCKS /N
<br />TE D£S/GIWITED AREAS ONLY.
<br />13. SEAL OR SKIRT BETWEEN TRAILER do GRADING 70 PREVENT EXPOSURE TO DRAIN.
<br />DETAIL A
<br />6. ONCE CONCRETE WASTES ARE WASHED INTO THE DESIGNATED AR54 AND ALLOWED TO HARDEN, THE
<br />14. THE FOLLOWING PLANS ARE ACCURATE FOR EROSION CONTROL PURPOSES ONLY.
<br />ST�i ��%/
<br />m �
<br />° .
<br />CONCRETE SHALL BE BROKEN UP, REMOVED, AND DISPOSED OF PER BMP WM/ 4 "SOLID WASTE
<br />;
<br />AUNAGEMENT" AND /N CONFORAANCE WITH THE PROWSRINS iN SECTION 15-3.02, "REMOVAL METHODS';
<br />171£ ATOM ON THIS PLAN / EMtaED 70 BE USED ASA FOR SHE CONTRACTOR
<br />TITS
<br />a
<br />OF THE STANDARD SPECIFICATIONS DISPOSE OF HARDENED CONCRETE ON A REGULAR BASS
<br />AN COMM I T STATE
<br />AND SUBUIDMRACIORS TT1 COMPLY NITi TME RfQfMRElAEN15 OF THE STATE WATER RESOURCES CONTROL
<br />BICWLG: F1EL0 GONDITOWS MAY NECES.SlfATE AIOOIh71GA1TONS 10 THIS PLAN.
<br />a BAG WIDTH
<br />TEMPOWRY CONCRETE WASHOUT FACILITY ABOVE
<br />a
<br />(BRICK OF GRATE
<br />�E
<br />16. NO ON-SITE FUELING SHALL TAKE PLACE
<br />-TEMPORARY CONCRETE WASHOUT FACILITY ABOVE GRADE) SHALL Bf CONSTRUC7£D AS SHOWN ON
<br />CONTACT
<br />THE PLANS, WITH A RECOMMENDED MINIMUM LENGTH AND MIN/MUM WIDTH OF 3 M 10 FEM BUT WiTH
<br />17. A STATE NAWA14L. POLLUTION OLSCIARf.E ELIMM TON SYSTEM (NPDES) CONSTRUCTION PERMIT
<br />AT FRONT
<br />SUFFICIENT OUANTiY AND VOLUME 70 CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED 8Y WASHOUT
<br />NOTICE OF INTENT (NO) SHALL BE FiLED WITH THE STATE WATER RESOURCES CONTROL BOARD.
<br />5 CM (2") AND SIDES
<br />OPERATIONS. THE LENGTH AND WIDTH OF A FACILITY MAY BE INCREASED, AT THE CONTRACTOR'S EXPENSE,
<br />T��0.,WW'M/Atw�l jLGmEslom Amiga" m
<br />MINIMUM
<br />UPON APPROVAL OF THE ENGINEER.
<br />18. ENUREATION OF 171£ RE SU CONTROL AIL AS SHOWN ON THESE FLANS
<br />j
<br />AT
<br />(FLOOD
<br />•PLASTIC LINING MATERIAL SHALL BE A MINIMUM O- 60 ML POLYETHYLENE SHEETING AND SHALL BE FREE
<br />S NOT P WIN FILA L. LAWS AND ORW7VNANCES
<br />DOES NOT ENSURE C NTS FEDERAL., STATE; AND LOCAL LMY5, OPER
<br />RELEASE)
<br />OF HOLES, TEARS OR OTHER DEFECTS THAT COMPROMISE THE IMPERMEABILITY OF THE AA7ERAL_
<br />O THE
<br />THE BURIIEN AF' LIDAIPLAAiCE RESTS SOLELY WAFT THE OWNER AND DEVELOPER O" IFS PYiOUECT.
<br />I E R
<br />1. Ili£ AATERAI. FOR CONSTRUCTION OF THE STABILIZED COALSTRUCIKlN ENTRANCE SHALL 8E 2 TO 3 /NCH STONE.
<br />Oj
<br />2. THE THICKNESS OF 771E PAD SHALL NOT BE LESS TAN 6 INCHES.
<br />MAXIMUM
<br />-PORTABLE DEUNEA70RS SHALL CONFORM TO THE PROVISIONS /N SECTION 12-304, "PORTABLE
<br />3. 7H£ WIDTH OF THE PM SHALL NOT BE LESS TIAN THE FULL WIN OF ALL POINTS OF INGRESS OR EGRESS OR 30' MIN.
<br />BAG WIDTHDEUNEAMRS"
<br />A
<br />4
<br />OF THE STANDARD SPECIFICATIONS THE DELINEATOR BASES SHALL BE CE11EIV7E0 TO
<br />4. TIE LENGTH OF TIE PAD SHALL LIE AS REL UIRED, CRIT NOT LESS PM 50 FEET
<br />THE PAVEMENT IN THE SAME MANNER AS PROVIDED FOR CEME-A NG PAVEMENT MARKERS TO PAVEMENT
<br />5. 7HE MINCE SHALL BE WWMWW IN A COAUTON/ THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBUC
<br />/N SECTION 85-1.06, "PLACEIIENi''; OF THE STANDARD SPECIFTCATONS PORTABLE DiaWA7OR5 SPALL
<br />RIGHT-OF NWY. THE AAY R£QU M' PERIODIC 70P 060SING W7H ADOMNIIIIIIII. SKINT£ AS COMDR ONS L7£A41AHZ, AND REPAIR
<br />FILTER TO REMAIN
<br />BE APPLIED ONLY 70 A CLEAN, DRY SURFACE.
<br />AND/OR CLEAN OUT ANY MEASURES U$M 70 MAP SSMENr ALL SaMINT SPILLED, DRIIPPEO, WEED OR 794CKO ONTO
<br />THROUGH BUILDOUT OUTLET PIPE
<br />PUAIC RMT-OF-WAY SPALL BE REM19M /MYEO14raY.
<br />6 WHEN NECESSW WHEELS SPALL BE CLEANED IO REMOVE SEDIMENT PRIOR TO DWRANCE ONTO PUBLIC RiGHT-OF-WAY.
<br />REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITES
<br />WHEN MHS IPEQUAP ? SMAIl BE LSM ON ARES TEAT L7RAINS INTO AN
<br />MATH CRUSNTED
<br />p
<br />SECTION A
<br />APPf4OVEO SECWYE7JT TRAP, OR SET)MAEiNI BASMI. ALL S£DYENf Si41tl BE PRIFVEiNIED FliOM Ei11TERIMIlG ANY STORM DRAIN DiTCH,
<br />S SE NI. B FROM
<br />M &O
<br />1. WHEN TEMPORARY CONCRETE WASHOUT FACILITES ARE NO LONGER REQUIRED FOR THE WORK, AS
<br />p
<br />OR WiATERCOUPSE THROUGH USE OF SV=4G; GRAVEL, BLi4ROS, OR OTTER APPROWD METFMODS
<br />DETERMINED BY THE ENGINEER, THE HARDENED CONCRETE SHALL BE REMOVED AND DISPOSED OF 1N
<br />2
<br />7. DONTRACIt71R 70 RaIOW AND DEPOSE OF STABILIZED CONSTRUCTION E VI16WCE UPON COIIVYLE7ION OF CONSTRUCTION.
<br />CONFORMANCE WITH THE PROWS(ONS IN SEC770M 15-3.02 OF THE STANDARD SPEaFM.4710AIS. AAMRALS
<br />USED 70 CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BECOME THE PROPERTY OF THE
<br />1.3 CM 5"
<br />( )
<br />CONiRAC70R, SHALL. BE REMOVED FROM THE SITE OF THE WORK, AND SHALL BE DSPbSED OF OUTSIDE
<br />EXISTING DROP
<br />_MAXIMUM
<br />THE HIGHWAY RK.YlT-OF-WAY IN CONFORMANCE W17H THE PROVISIONS IN SEC770M 7-1.13 OF THE
<br />INLET GRATE
<br />STANDARD SPEOACA7IONS.
<br />Jr.
<br />2. HOLES, DEPRESSIONS OR 07HER GROUND DISMRBANCE CAUSED BY 7HE REMOVAL OF THE TEMPORARY
<br />�i
<br />CONCRETE WASHOUT FACILITES SHALL BE BACKFILLED AND REPAIRED IN CONFORMANCE WITH THE
<br />PROVISIONS IN SECTION 15-1.02 "PRESERI/ATION OF PROPERTY, OF THE STANDARD SPECIFrATIONS.
<br />STRAW ROLL OR SER ALL NOTES
<br />J. THE CONTRACTOR'S WASTE POLLUTION CONTROL MANAGER (WPCM) SHALL MONITOR ON SITE CONCRETE
<br />v°Q 0
<br />�j
<br />WASTE STORAGE AND DISPOSAL PROCEDURES AT LEAST WEEKLY.
<br />c
<br />h_
<br />1. INSPECT AND REPAIR ROLL AFTER EACH S701RU EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
<br />4. THE *PCM SHALL MONITOR CONCRETE WORKING TASKS, SUCH AS SAW CUTTING, CORING, GRINDING
<br />2 REMOVED SEDIMENT SHALL BE DEADSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIAENT OFF-S17E AND CAN SE
<br />AND GROOVING AT LEAST WEEKLY TO ENSURE PROPER METHODS ARE EMPLOYED.
<br />PERAPAOMY STARII
<br />FILTER BTG
<br />FRAME
<br />0 TL NAL) EXISTING DROP
<br />5. TEMPORARY CONCRETE WASHOUT FACILITES SHALL BE MA/MNNED TO PROVIDE ADEQUATE HOLDING
<br />I" XI " X 18" WOOD STAKES
<br />INLET FRAME
<br />CAPACITY W17H A MINIMUM FREEBOARD OF 4" FOR ABOVE GRADE FACILITES AND 12" FOR BELOW GRADE
<br />AT 10' O.C. OR AS NECESSARY
<br />FACILMES AMAIMAINING 7EMPORAW CONCRETE WASHOUT FACILITIES SHWl INCLUDE REMOW4NG AND
<br />DISPOSING OF HARDENED CONCRETE AND RETURNING THE FACILITES TO A FUNCTIONAL CONDITION.
<br />DETAIL A
<br />HARDENED CONCRETE AA7ERULS SHALL BE REMOVED AND DISPOSED OF /N CONFORWNCE WOH THE
<br />PROVISIONS IN SECTION 15-302, "REMOVAL METHODS" OF THE STANDARD SPEORC NNS.
<br />N(
<br />411 +�
<br />6. EX/STNG FACILITES MUST BE CLEANED, OR NEW FACILITIES MUST BE CONS7RUC70 AND READY FOR
<br />USE ONCE THE WASHOUT iS 75X FULL
<br />T ° F TR AIL
<br />NTS
<br />SIDEWALK OR A.C. PAV9NG
<br />�-
<br />CONCRETE WASHOUT SHALL BE REMOVED
<br />�
<br />2 X 2 WOOD STAKE PRIOR 70 LEVEL REACHING TOP OF
<br />® 24,/ O.C. STRAW BALES
<br />J
<br />NOTE-
<br />1. S77Z4W ROLL /NSTALLATON REQUIRES THE
<br />PLACEAIE'NT AND SECURE STAKING OF THE ROLL
<br />IN A TRENCH, J11-511(7 5-125mm DEEP.
<br />STAKED AND ENTRENCHED
<br />STRAW BALE
<br />RUNOFF AiUST NOT BE ALLOWED 717 RUN
<br />UNDER OR AROUND ROLL.
<br />0
<br />BINDING WiRE
<br />OR TWINE'
<br />ORT BERM (TVP.)
<br />srRA w ROMs
<br />�'--'
<br />c
<br />�`���� I � I_
<br />�'ilI
<br />o
<br />60 ML POLYETHYLENE SHEETING i<�<Ic
<br />f10' MIN
<br />r�
<br />CONCRETE WWASHOUT AREA
<br />W
<br />NTS
<br />SHEET
<br />14
<br />COPYRIGHTO 2006 (ACR ENGINEERING I
<br />OF 15 SHEETS
<br />s.1 9tSo
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