w 0 0 ,► .� ,, w �. 0 �9 0� Ng - � �"' j "N �� ,:l � -w"" "" z' � ..... <o r'.! •" :,: w� " " ' " �o r< < � �" CN - Q 0 � •• 0 • <c I I I I I I I /,. I ,,,---:- / I I I ,,.., 1 -- / _/ ----------- ITEMPORARY CONSTRUCTION EASEMENT I NWEAWT E1R0 0S, 0T0O0REALGEEV AT TA EN DK OT OV PE ROFFL OF OWOETLEERV=A T5 I3O3N. 5=' 6 4 9 . 0 ' HICKS, CARL RANDALL I / / / / -- rr -"-- __,{,._ -- -�-- - / / -- -----0 / Ii <I Ii ,I � Ii "' ,-"I ITT -• -Pl / /' I ,1 Ii ,I 2 / I / I I I I I I I I I I I I ;, I ' I - ;. I I J -t -- .. ,_- - /' --�/--� DISTURBED AREA LIMI� Ii /' ,I I I ,I I I 2 4 - - ---- ""' / I I L --== __ so_ · __ � / 120' -:::s.... .._,c.:-:::::-":-:-- e, --� -�-S89°39'48''E- Pl. --- e, --- ,,.-- "" - ' ' ' ' I ' ' / I. I � I HOLYjROSS, CARRIE A / I i ' l \ NEW 100,000 GALLON ELEVATED WATER STORAGE TANK EROSION CONTROL SITE PLAN _J ' I I I I I I I I I / I I I I I I I I I I I I /_ I I I 6 I I I I I I I I I I I I I I I I I I I 10 I I I I I I I I 1" = 20' I I I I I I I I I I DISTURBED AREA LIMITS I I I I I I I I I I I I I I I . 1 I D � SBINS, QUINTON ti. REVOCABLE T r UST I I I I I I I I I I I I I I / I I i I ADAMS STREET 0 I I I \ I I I / I I I I I I I 20 I I I I I I I I I \ TERRELL, MARK & COURTNEY H&W ,.,,- Aggregate No. 2 150"-0" (typ.)(D PLAN VIEW 1so' o· (typ J m -� ST at opneer Ct ou Pl at ov eMma et cnht Aggregate No. 2 \ � PuDlic Road ' NOTE: �Existing Ground Temporary Geote:<tile GENERAL PLAN NOTES: CG OE NN ET RR AA LC TPOE RR MT IOT R( CESFGE PR) TGOU Tl DHEEL ICNOENS SFTORRU CDTEI TOANI LSSTOOFR ME RWOASTI EORN CONTROL TECHNIQUES. 2. E CA Q l O l U N C I S P O T M R N E U S N C T T R T D I U O E C N L T I PI V O E E N R R S A IE O C S T N A I N V N E IT D L Y ) D M ( A IN U lL C S Y L T U A A D R C I R N C I G E VA S M L S A S S T /D I E T E R E P I F A A R L R O A TU M N R D AE DS AOMF S STREET TO MINIMIZE DEBRIS IMPACT TO STATE ROUTE 32 3. LDOI SCTAUTRI OB NE DOAF RSEI LATLFI ME INTCS ES SHHOOWWNNE FNOCRO MR EP FAESRS E0N. 0C4EAOC NR LEYS. . TA ON TDANL EAWR ET AA NWKI TPHRI ON PT EE RMTPYO IRS A0R. 9Y2 CAOCNRSETSR, UR CE FT EI ORNTEOA SS HE EMEETN NT o . 3T .EAMDPDOI TRI AORNYA LC OA RN ES AT RMUACYT BI OENDEI SATSUERMBEENDT WA IST HR IENQTUHI REE D B Y T H E CT OO NCTORMAPCLTYOWR .I TI TH STHHAEL CL SBGE PT AH NE DC OP RN OT RD AU CC TE OTRHSE RSETSOPROMNWSAI BTI EL IRT Y PGOR LELAUTTEI OR NT HPARNE V1 E0 NATCI OR EN SP AL AS NR EI FQLUAI NR DE DD BI SYT UT HR EB ACNSCGEP .I S NEROOTES:ION CONTROL DETAILS AND POLLUTION PREVENTION AS I P S M U H P R O L P W E O M N S E OE N S N T O T A H N NI L D S Y S IN H I S T E T E I A S T L T L A H R S E E A C ID P O R E N O R T V O R ID S A E I C O D T N O F C R O O ' R S N R I T N E R F S O O P L R O M A N N A S D T IB I O IL N IT A Y L TO IPNODLI LAUNTAI ODNE PPARRETVME ENNT TI OONFMEENAVSI RU OR EN SM EI NN AT AC LC OM RA ND AA NG CE ME EWNI TT H T H E TOHF EF I CI NED OI AFN WA ASTTEORR MQ UWAAL TI TEYR, UQ SUIANLGI TTYHME ACNUURARLE N T E D I T I O N O F PLAN KEYNOTE LEGEND: CD TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD SEE DETAIL 1 THIS SHEET (D Mlesasy tbheiinre5d0ucfet.d as justified by site conditions, but shall not be PROFILE VIEW 0 SILT FENCE, SEE DETAIL 2 THIS SHEET 1 TEMPORARY INGRESS/EGRESS PAD NOT TO SCALE G) CONCRETE WASHOUT, SEE DETAIL 3 THIS SHEET 6'-0" Max. Roadway Moert wa l ,o os ydnpt hoes ttisc , SILT FENCE ELEVATION _.,.,,.,,.,-- Fill slope Temporary Geotextile COmpacted sail A SECTION A-A Silt fence SILT FENCE PLACEMENT RELATIVE TO RTGHT-QF-WAY LINE ---�--11,_ __ _J_r_ Rlght-of-way line Roadway �from�T'-Ooe"MofinS.lope Fill slope Silt fence Right-of-way line \ SCI LHTA FNENNECL E I NP LRA ICGEHMTEQN TF WW AI TY H 2 6'·6" Ty 1 SILT FENCE DETAIL ,. ,_ NOT TO SCALE Concrete Washout (Above Grade System) Worksheet I ' M81ol pin• or stopl!!oc !O WOO<! 0< rn<>.>I sla.... lO"""""' II>& MCUro U,., l)O�lll)lefie ,,,..,,. oot.. {< per slmw OIi!<) iln"'!l lo lho s�aw bll""' . . . ' ' ' ' ' ' ' ' ' .. '.' . ' . -W•-•� .. • '• .. • • • ' •• " ". • " . . . . • l • lrwde �gih Plan V,ew w � insido widt" l'lo< ., Scale Sop lrr r<paMw, od dWo " s<l eu"u{ amcl tt uea ryu a- .bi "ec' "ou' n•. t. m,o, i J,•t, m!o•eo i n; lI , . P w A t l l . l te y l , • e Ne ll q ,y U u M l . : < -. l M md e 1, , < l o t ig i e " r o i ! a I m l !o o< !, W1 �l coadt lvo<oI.< (T• l<hOteem<H> o\<l l!i oj omgve,s ,,h. 1,o,h,u•) k; J ,,,...,1,;o�� l MulaI�"'• or staples "'"""""'""' l. ),O ! ryha•U ,•y! rla. .w. ,b ll ilnl Bl oSg SN< o> c! \ l ioo5o CAB- lAe oFoo rl hiinsf om ra ar,r,fJtfi O8l,l. -p�aJe�24<7'<7, '-......___a,annel 0CONCRETE WASHOUT DETAIL NOT TO SCALE NOTES: JOPILNATN DVIEETWAIL Silt Fence G) STRAW BALE SEDIMENT CONTROL, SEE DETAIL 4 THIS SHEET ® VEHICLE PROTECTION SOCK OR DIVERSION RIDGE (NO DETAIL) ® DISTURBED AREA LIMITS (SHOWN FOR REFERANCE ONLY. SEE GENERAL PLAN NOTE 3 ABOVE) LEGEND: SILT FENCE D(S!SHTOUWRNBEFOD RARREEAFELRIMEINTCS E ONLY. SAEBEOVGEE)NERAL PLAN NOTE 3 Ci) bDeimpelancseiodnacsacnlovsaeryasbapsoesdsibolne right of way availability. Silt fence shall to edge of c:onstructkm limits. □ CONCRETE WASHOUT 2 . eSmi l tbfeednmc ee nmt aoyf b8ei np. l ai sc emdabi nyt apilnoewdi n. g i f m i n i m u m AT ON WG LAER DF ISR SPTR ESVT IAOKUES L Y LAID BALE --- VEHICLE PROTECTION SOCK STAKED STRAW BALE BOUND BALES PLACED ON CONTOUR 22 x/ S2TSETEALKPEISC.K E T S . O R 6" MIN INTO GROUND ANCHORING DETAIL 4" VERTICAL FACE BEDDING DETAIL 0STRAW BALE BANK SEDIMENT CONTROL NOT TO SCALE NEW TANK - EROSION CONTROL PLAN AND DETAILS I REVlSIONS 1] a·::: ?. -'5 �,o � ::E s ,, w "· :f BID SET C 202s l8• ,0! i2r l wWeesst et mB rEo andgwi naeye rSst. nI:necl . PLo.Oo.gBooutxee2.9I5ndinna 4755.'I DAT£ JULY 2025 DESIGN M.M.S. DRAWN S.L.H. a.c. CHECK E.K.P. PROJECT NUMBER 2022043-04 5 5 OF 11 FlLE NUMBER 44646 I Do Not Use Plan Previews for Take Off
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