The URL can be used to link to this page

Home My WebLink About20030060 Ver 1_MAPS_20030122_ - _ _ _ • VICINITY MAP -NOT TO SCALE GRADING AND DRAINAGE NOTES 1, ALL EXISTING STRUCTURES, UNLESS OTI~RWISE NOTED TO REMAM, FENCNG, TREES, E ETC„ WITHIN CONSTRUCTION AREA SHALL BE REMOVED E DISPOSED OF OFF SRE, ANY BURNING ON SITE SHALL BE Sl,6JECT TO LOCAL ORDINANCES E LOWE'S SPEGFICATIONS. LEGEND ~ HOME CENTERS, INC. P.O. BOX 1111 N, WILKESBORO, NC 28656 2. ALL DRAINAGE STRUCTURES SHALL BE PRECAST. EXISTING P PO ED DESCRIPTION >ESCRIPTION • • 3, ALL DRAINAGE STRUCTURES ANO STORM SEWER PIPES SHALL MEET I-IEAVY DUTY TRAFFIC EVI IONS R S (H20) LOAD~VG AND 8E INSTALLED ACCORDINGLY, -------979-- 979 CONTOUR LIB iONTOUR LINE ~ PRE•BiDSET QPOSTBIDSET ~ ~ ISSUE DATE ISSUE DATE 4, GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANES HAVING ll~t)ERGR0l1VD UTLITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION, CONTRACTOR SHALL CONTACT 979,25 SPOT ELEVA UTLITY LOCATING COMPANY AND LOCATE ALL UTLITIES PRIOR TO GRADING START, iPOT ELEVATION ~a o ~,op DATE DESCRIPTION 2~ r ~ 4 REVISIONS PER COMMENTS 6/0 lO3 5, SITE GRADING SHALL NOT PROCEED UNTL EROSION CONTROL MEASURES HAVE BEEN O I) IN TALL . STORM DRA s iTORM DRAIN INLET S~ I PbREST AND COORDINATION AK iTORM DRAIN PIPE u '~R 6119!03 ®DWO COMMENTS b. AFTER PERMITS HAVE BEEN OBTANED E EROSION CONTROL MEASURES INSTALLED, THE _ _ _ _ = STORM DRAII CONTRACTOR SHALL GRADE BUILDING PAD, GARDEN CENTER E APRONS TO 0' - I/7 OF SUBGRADE AS PER SECTION 02300, DIVISION 2 OF LOWE'S STANDARD SITE SPEGRCATIONS, \ 6/30103 ®INSERTED NEW PROTO 7. IMMEDIATELY APPLY E COMPACT STONE BASE FOR BLILONG PAD TO +l- 1l7 PRIOR TO ~ ~ ~i REVISED TIE LINES .SB 7101103 ~~~VAv ~ ~ 711 F TI I `'vA ~ r'r I j ifs Illy---------- EXCAVATING INTERIOR E PERIMETER 00 NGS. 1 ~ \ \ F~ r ~ i~ / / ~ II II ` \ 7131103 ®SI~W JACK AND BORE ~ A ~AV ~ V r~ I ~i~i,-' ~1/, Y1 llllllll \ ~ v 1 ri/ - S T I/l 1111 ll 8, FRENCH DRAIN SHALL BE pVSTALLEO IF DRECTED BY THE GEOTEG-INICAL ENGW~R OR AS \ l ~ m ~ T I WALL "B" WI' VALL "B" WITH \ss SHOWN ON PLANS. ~ \ SEE \ V-SN~,PE \ \ I I , , / I \ ~ / ~ ,'%rrr/ gg0''f" ~ SWALE BEHIND ~ . 8!15103 ®AT REAR ROLL•UP DOOR TALE BEHIND ~ vDITCK DET141L ~ vv ,'rrrr- ~ I I 9. GENERAL CONTRACTOR SHALL PROVIDE 2' x 2' x 8' THICK CONCRETE APRON AT ALL ~ ~ ~ 1J ,~~'ior , J , 1111 v ~OR IMENSION \ v`v cg ~'%%r~~~ ~ ~ ~ Jlil / ~ 6115103 1 wau LocATIONs CLEANOUTS OUTSIDE OF BULDING. \ ~ \ / / r 11, / \ \ ~ ~ v~~ SIP T 988. r' Ijjllll~~ III ~ b4.OTW ~ 914!03 REVISED SPOT ELEV. 6 ~ ss WITH I I 2 OF LOWE'S ~ \ \ 'I ~ ~ I / 1 lhl( \ 10, ALL WORK SHALL BE DONE MV STRICT ACCORDANCE DN S ON \ 9, T Q , W I 1111 b3.06 ~ ~ GRADING AT TRUCK DOCK ~ 0 b0 120 6AT RIGHT IN~RIGHT OUT T N ITE PE FI ATION , ~ \ '~TW \ I hlillll ~ ~ S A DARD S S G C S ~ Q,Q III 1 ~ 80 OBW ` ' ~ ~ q~l 11 v ~ B, ALL R DRAIN TO BULDNG SHALL EI~D 5 OUTSIDE TI-E BULDING LIC\NTS AS SHOWN ON ~ \ u''11111 v IE-978.74 ~\\\\\VI ~ ~ OOF S ~ ~ ~ ~ / ~ III 111 ~ v\vvvvv v - - 11 g 2!1110 ®STORM DRAIN OUTLET PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT THE END. ~ ~ ~ / \ 1 \ I~IIllq \ 1 ~ ~ ` ` / _ 11111111 ~ 1\1 11\ ` ~ ~ I c- - ~ A ~111j11 v ~ ~ V11~AU \ ' ~ s SCALE I' b0' s ~ TW ~ / y ANSF R - I11~- ~ vav1v / / 7 TW ~ s~iNC.~,~m R6'RODIOSTION N - ~ ~ `80. W ;7 0 ~ ~ ~ \ ~ ~ ~ ~ ~ bO.OBW I ~ ~ wuaF oR PAR? IS PR01~61TED IMTHOUT TFE ~ / ~ ~ I ~ E1~RESS~ WRITI6V l"Af•5B~ CF LOV'E'S NOME ~ 1, \ ~ ~ ~ \ / \ I ~ \ ~ ( ~ ~ f@86~5, Nw COPiRl6a•If 10q ALL RK,NTS RES&1'ED I\ s v ~ v ~ vvvv 4 N,P, ~ v I~ I 1 1 ~ 9. v v, ETAII~NG 9 I, TW ~ .v vvv ~ ~ , - / ~ ~ \ \\11\ I I 1 I I I \ \ 9 \ ~ 979,251 \ I I I T ~ ~ • ~ 8 ,OBW 80,OBW ; 7 ; \ - 9,5 ~ ~ ONVERI (TYPICAL)! 80,OBW 1 ~ 1 ~ - v v \ ~ ~ \ \\`\111\ r A I I I 1 ~ ~ V A 1A~ VA -1 I I i 79,7 v 98 00~ vv v 9 0,00 v 8 v 0.00 i v v`, \ ~ ~ 9>0 - -ice ~ ~ V 1 \ ~ V A / 1 I 1 v . ` X I v lillly\vv1~ ~ I ` ~ ~ ~ / I I I 1 v i l l v vvI11~~~~, r 980. ~ ~ ~ ~ ~ ~ ~ \ 1 V A A \ - ~ bB,OTW ~ ~ ~ ~ v v v v io ~ I I\ ~ A p A \ ~ v I I i v V~ ~~A;` L'}~ / o I I 1 A ~ ~ I I ~ ~ ~ 'IVJ' F .0~~12~~~~` ,0~`; l ~ w~~1~~ vvv \ , ~ s ~ ~ ~~5.5 ~ O.OBW ) ~ ~ \ ~ \ ~ \ WET DETENTION BASIN DATA / ~ ~ I I ~ ~ ~ v 111 I ~ ~ ~ I F I ~ o \ V I `9 ~ -OE 12 ~ ~ ~ ~ PPC~Y b~ RI ~{2 ~ \ ~ ~ ~ ~ ~ ~ \~~~v`vvv vvv IC, 0 9.0&~ ~ ~ ~ ~ s. ~ -~y THICK} WFI ~ v v v ~ ~ v v v ~ - ~ ~ ~ ~ ~ ~ ILL RA D ~1~ ~ \ \ \ \ ~ ~ \ ` ~ AREA TO POND 1098 ACRES U~ \ IE ~OU~'~ ~ ~ Q v ~ v ~ ~ ~ I I I V 1 V ~ ~ ~ ~ \ ~r, \ ` " ~ ~1~ P TECT ~ FF ` ~ ~ \ CN 88 v ~ ~ ~ I ~ v ~ ~ / / ~ I I ~ \ \ ~~0 Mw 1 \ \ C 'C'~ ~ o a I-P \ 2 ~ 1 ~ \ V ~ ~ 975. ~ ~ ~ ~Ft?OM ERd N~ \ ` \ \ \ ~ BOTTOM OF POND 955.00' \ ~ ~ \ \ ~ ~ I TW \ , \ ~ \ \ PERMANENT POOL = 958,00' • • ~ I SLOPE ~ I I r ~ v v I I A~ v v~ v ~ ~ 6 10° I v 1 A A v ~ v~ vv v v ~ 980,00 ~ 980.00 \ ~ 978,58 ~ ~ ~ \ \ ~ \ ' ~ / / I ~ 9B V ~ , ~ , / p~ 1 I \ 8~ A \ \ , , ~ ~ 10 / , SOQBW I I I I ~ ~ \ W WET. Tf$ bN MAX, 2 YR STORAGE EL 9b3.75' \ ~ v ~ ~ s`~ i ~ v ~ 1 v I ~v ~ ~ ` ~v ~ MAX, 10 YR STORAGE EL 9b5.87' U ' ~ I I I11 \ I \ \ ~ \ \ ~ \ 9 ~ . ~ BASIN, \ \ ~ \ \ \ / ' / ' '~'~r'•' I BOTTOM E~ 5 .0 MAX, 25 YR STORAGE EL 9bb.b3' Z 128. I 1 v ~ ~ v v DUKE POWER / I ~ I I 1 v ~ 1o I I d , \ \ \ ~ v v A ~ , ) I \ ~ ~ - ~ ~ ~ ~ \ ~ ~ / STOP EL.I 9b ~0\ ~ , MAX. 100 YR STORAGE EL 9b7,09' Q` -----,-178' ROW ~ ~ I I III v ~ v 005 i 1 I I I II ~ v II v / ' ~ \ ~ ~ ~ ~ ~ 2 YR A V L ME • 58 704 CF ~ ~ ~ v ~ 1 I ( ~ ~ ~ v v v, ~ ~ ~ STOR GE 0 U N - i i ~ ~ I I I I I N ~ / / 1' I \ ~ I ~ ~ II v ~ ~ ~ ~ Z ~ `fl I ~ ~ I w ~ I ( ~ I l ~ , 10 YR STORAGE VOLUME 88,873 CF ~ ~ I ~ I I I l ~ ~ ~ Q N ~ I 1 I I I I o 1 ~ / l l 1 1 I \ _ / / m ~ ~ I I ~ I I I \ ~ ~ I ~ ~ ~ 25 YR STORAGE VOLUME = 101,277 CF U c I ti ~ ~ ~ v I v~ ~ ~ _ ~ F cHT / 80,OBW ~ I l i lJ 1 1 1 ~ ~ ~ I~ ~ I ~ I I I I I 1 ~ I S SP-18A F R ~ ~ ~ 100 YR STORAGE VOLUME 109,012 CF > I I ~ ~ l i I~ t.~ ~ v Q I ~ i ~ I ~ PO D RETROF ~ I RAINFALL ORIFICE ELEVATION • 958.00 Q - ~ ~ ~ - ° / ~ ~ ~I I ~ ~ I I ( I I 1 I _ ~ / I I II I ~ 1 M ~ - / , SLOTW I I II i I I II ~ ~ I I I ~ ll i I I ~ 71 1 M I t ~ I I ` 4 ~ I •I ~ ~ ~ ~ W , ~ I I I I i I SP CIFICATION \ ORIFICE TO BE 2' L d' 1 ~ l ~ ~ i I ~ 78N LF h0 ` r I a I ~ T P I 0' Q~~~ I I /P m, l ~ I I I ~ I ~ \ 0 OF R SER 96b 0 U c ~ _ - ~ , I IL I N ~ , I~ I I E V .0 , Q U I ~ m \ 0U ~ I ~ ~ I I ; I I ~ TOP OF DIKE - 9b8.00 ~ y ~ r + -v- ~,~04---- ~ 7" > 98 ,0 I ~ r r I 979,81 I N ~ 1~ - ~ r i ~ I I I MIN, SLOE ~ I I l ~ ~ I I IE I T 75.50 978. I . l i r l aA~~HE-D' AREI~ ~ r N ~ - --L~ - I I 0 } ~ I ~ ~ ~ INDICATES AREA TO J ~ ~ „ / ~ \ _ - ti. 979,75 , ~ , ~ J ~ ~'---J I I I l VEGETATEC WITH `o ~ ~ - _ ~ - I I I ~ I I ETLANDS SPE ~.IES ~ ~ - ~ ~ ~ 9,OBW . - - -~7 / ) o ~ OUf 6 _ _ 97937 - ~ / , I I w ~ ~ ~ ~ m 979 976,7x1 - ~ i / / / ' / I III, ~ ~ Z > _ - 9 - - ~ BW ~ ' / ~ - ~ , , , , l - ~,----~9$, ~ Q .c cv m - ~ ~ ~ .1 WIDE 9' I-R~N :ET ~ ti~'~G ~ / 956-~ / I I , C ~ ~ ~ ~ ~,i ' / ~ I - - II ~ ~ _ ~ 7TW ,~,~.L I i ill (r? j - 8" WATER LINE I 9 ~ r - 21 / ~ ~ - APPROX. LOCATION 11 ~ ^ • y - S~ ~ TAINING ao / ~ ~ ao _ ~ 9 r / / / / 175,--_~" ~ ~ ` . ~ it ~ ~ , / / / / ~ ~ 4 = fig, ~ ~ ss ~ h' / , ~ / - ~i ~ ' i °$1/00/ - ~ /g / kJ~k3O 9 , _i -Wf L-'E` ~ ~ J 971 _ , U ~ ~ 7 _ / r / i b0 I ~ / / / , / ~ N / b9,OTW ~ RETAI~NG I ~ ` ~ N / - ~ ro, ~ o ~ r' N.P. N HP .P, _ ~1~ F f W ~ r / N ,~-z HP ~ ~ ~ W WALL ~D I ~ ~ i m - ~ ~ ~ 1 t0 .95 , - ~ ~ 1 ,1.~, Mq ~ t0 ~ - ,'rC 976,95 Or 976,95/' 0~ ,-A7b.5 , / i I ~ ~1 ~ ~ w / / bI,OBW 17 LEVEL SPREADER ~ M -984- __S"' / / / , / / I~ 5 TW ~ ~LENGTN~ 44' a~~ ~ - 983--~ ~ - 13 ~ l ~ ~ ' I I ~'95j~ ~e~ ~ _ r ~ ~ bLOBW~ ~ ~ ;8 13~ WIDTf~, 5 ~ ~m H ' ~ r ~ % % / ~ ~ S' ti' 1. r' , / ~ i CONTROLLED ACCESS 'CAE ~ 9 / 6~, - I / I - '95 r i ,9 TO BE REMOVED AS _9 _~,~~fi r r ,P, ~ 6~ ~ ~ ~ E. _ U X7.2 ~ r - GRASSED UREA ~ 959--_ ~ Q NECESSARY DURING r r O' 909 , ~ ~ - r I 71. TW ~ CONSTRUCTION, AT THE EIS / r' g6 / ~ _ 59hOBW - ---sso___ I- ~,$.4 - Il ~ 971 ~ ~ OF CONSTRUCTION ANEW---' ti' / ~ ' 4 i 4 I ~ 4 - ' ~ r w FENCE WILL BE INSTALLEQ_PER'~ r / ~ , NCDOT STANDARDS, ~s r ~ / ss' S , s / ~r// .OBW - ~ _ -962_ r, SEE V SHAPE , Q ~ / / ~ ss - ,,'D1TCa'-0ET~,iL--------~ ~ w ~ 00 ~ / 0 7 ' - s i 3.' ~ p / ----967 - - c 6 ~ N _ ~ ~ ~ ~-DIMENSION------~ \ - c~°v t0 ~n ~ / / / r r,'i _ - b ~ ~ ~ ~ t0 p~ _ i ge`l' , , / r irr,(------970-~- \ ~ /ll / / / /g - 'i 'i-- A i i - T~APPA_c~ITC-I-#-E ,___~\\I /i/_ - - - - _ -ice _ = _ - A1t97~IIS_-~ETI_ ' -s7 ~ - _ / ~ 960---~'~~--- ~ _ / r _ ~ - 1~~===~L=~~~~ _ ' ~ ` ~ - i - ~ ~i ~ _----970-'_----'-__ - - z-~~-_ ___-t~-=-- =.t~~_==--_-_~~'i~ 'g6~%~_--- -_-965-_- _ _ - ~ ^ _ • - _ ` _=~za_-'=---~ --=_-970 ^ _Z5l<E~T-AlhrTl~l \ ~ it ~ ~i'~~'~ - a IAL 7 / _ - _ ~ _ ~ T ! 5' - , / _ - - ----r-- / / r` , ~'~-',,971 ~ Z N - / / ~ ,979 J 0] 0 • • -----97 - / / F _ - TC~ II BE MOVEQ - - / ~ ~ °w 977----- - ----------Ev ----975------ -----976----- ~ ~ ~ / / ~ / ~ Y - N ARY DURING ~ / ~ / DL ~p--------- --_k~76- - _ - --s7s----_____ ION. AT THE END EXISTING - Q OFI l~C RU GRADE II EXI TIN ~ - ~ U ~ - / / .-5_ ~ =~_-l~afi~LtE@~ DER- TO RE_LO_C_AT_E tl---~RAQE--~ ~ _ - - v I CBD ~ ~ - ---973 _ = fA -977--- o~, / _=2="- _ iGI~AL POSES ~I TOP 972.22 t I _ loll LE. 963.72 ~~.ELEC,~_' I- ~ - 15" RCP "III ~ ~ n' m --__----r~----- -w Il X `~g LL II APPRO IMATE ° APPROXIMATE W w -------975------SDI / Ti~~ _ ----r------ TOP 972.76 / 1 ~ O W ~ J WATEROLINEn ~ ° LbCATION B" / / 1 F WATER UNE <J/ I LE. 969.16 OUT / LE. 9967.62 Irv Z Q w 974-----~"---------- ---RAISE TOP T ~I _ o 0 \ w ELEV~ 972.E,J a II ~~,~~~--s71---- 0~ ~ Il CBDI ~--973---- _ w --9~3~.~~J TDP 972.30 IE=957.25' r' W w *~i I l L E. 965.50 ~ ~ ~ ~ ~ ~ _ ~ A - rte' of /n ~ -972----------------- ~ - 1 ~ ~ 36" RCP AUTION*** ~ ~ C ~ - - - ~ ~ -jam`- ce~_ w / " RC / TOP 974.33 ~ N.C. ONE CALL: UTILITY LOCATOR SERVICE CBD ~ y CBDI ~ E. 966.08 3 DAYS BEFORE DIGGING CALL TOP 3.50/ I ~ TOP 973.13 ~ ,E. 967.33 i TALL FREE 1-800-632-4949 off, LE 68 / • • A ONE CALL SYSTEM FOR COMMUNITY AND J08 SAFETY. ORIGINAL ~I ' ~ ~ ISSUE DATE: OU21103 ~ 11~ 'q7A A ,t-;~ . PERMIT SET CAUTION - ISSUE DATE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED OUT TO BID FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND - - 9 v ISSUE DATE: UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES -9g0- % - DRAWING NUMBER: NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. SP-2 • • • • HOME CENTERS, INC. P.O. BOX 1111 N. WA.KESBORO, NC 28858 975 975 REVISI N S PRE~81D SET POST BID SET 1,431JE DATE ~ ISSUE DATE DATE DESCRIPTION 2-25-04 ADDED FOR STORMWATER EVISION 970 970 of PoNo EL 968.00 ' x4' CONC. ISER o BOLTED TRASH L. 966.0 RETAINING WALL 965 FROM TOP OF 965 RACK DETAIL POND TO Not To Scde ~ CLAY EXI TING GRADE S S CORE 7xa'xl/a' 7za'xl/a' IL GALVANZED GALVANIZED 2 ANGLE AN(,~,E 960 10'b'5' XISTING 960 7 s/a• GALVANr1Eo GRADE 0 :is~:::~:~1:~:?~:f:~':~::':::°":':0 WASI~R E NEX NUT I TACK WELD a6 GALVANIZED ~b 3/a'z8' GALVANIZED I I I CONCRETE ANTI- GALVANZED SMOOTH SMOOTH BAR I-EX BOLT P RMANENT OOL SEEP COLLAR I 4' I BAR • 4.07 O.C. TO THIS DRANANC Is THE PROPERTY oP Bowes NONE CENTERS, INC. ANY USE OR REPRODUCTION IN AIVGI-ES WHOLE OR PART 18 PRONBIR~ WRHOUT THE 955 E 958.00 I I 955 ExPRE88ED wRrrtEN CONSENT OF waves HONE I I BOTTOM of wEIR CENTERS,NC.COPrRIGI{rZ00,AlLRxil11SRESERVED ~ • I 7xa•xl/a• GALVANZED 4' ~ 38 LF OF O 30 RCP o I ,qa~ I ANGLE eoTToM of wE~R ~ I.0 ~ SLOPE 950 0 0 950 SIDE WALL 0 0• EMBED REBAR MO 0 0 Q 0 FRONT VIEW BOTTOM cal SECTION VIEW m~ ago 0 0 tL m SECTION THRU POND • ¦~¦¦r~ • SCALE I' 50' NORIZ U SCALES 1' • 5' VERT, Z ~ ~ 0 Z m Q ~ rorn C `CN G m Q>v Q c 0 6' D.I,P, TEE m ~ 4.00' Q c ~ oU y ~ INSIDE DIMENSION Der INSTALL SCREW CAP p } TOP OF RISER ' F CLEA UT ACCE N 0 OR NO SS ~ m (n EL.=966.00 a• TRASH RACK 0` tt3 REBAR 6' O.C. (EXISTING) h 0) (EXISTING) 0 0 ~p~= PERMANB~tT POOL. _ _ m Z mOc WATT SURFACE .c N m Q . EXISTING WEIR ELEVATION ~ ~ 0~ m TO BE RAISED TO 963.75' _ ~ NSTALL CAP AND DRLL AND WIDTH TO BE 0.44' ~ ~ RISER W 4•IOIF TO CREATE P REDUCED TO 0.44' - ~ SQED ORFICE (2 INCNI, STRUCTURE 10 YEAR RELEASE I ~ I UTILIZE LDED AL I ( 1 r RAIWFAI.L oRFICE DETAIL • KTS. ~ li FLANGES TO RETR "1 I ~ INSTALL ORIFICE ~ / ~ EL. =960.59 10.5 RIFICE N I~ EL. = 958.00 2"ORIFICE - - - V ~ ZN 1"RAINFALL RELEASE / . t0 / / VALVE STEM M••~ O Op " / / m~ 7.4 ORIFICE ~Kc ~ ~m M GROUT/SEAL EXISTING ORIFI / l~ _M BOTTOM OF POND I.E, OF 30 OUTLET PIPE 955.00 (EXISTING) Z IN " EL.=955,00 2 GATE VALVE TO BE INSTALLED AT BOTTOM OF Y U (EXISTING) RISER TO SERVE AS EMERGENCY GRAIN TL o V V tV 0 PLAN VlE~t ~o H ~o N.T.S. :T installlavel4ncl flush ~ Plpe or Di~'ch vzlth naturpl r ~ N 9 oun~ N cD 4utl~t 0~ M =M A a ~ 0 AREA TO BE PLANTED Q Ot WITH WETLAND SPECIES z} Sc>~rcre Prs~vl'ma~~ W - m Scour Hofp ~PSN) I- J o mi p: ~ w PERMANENT POOL ELEVATION l~IP Rqp Q Y basin Tat slto~r _ _ . ~ ~ Q w 1:or' olarft ? _ ~ J ~ FOREBAY J I U 2 I MAIN POND !#91. bl I. NA ~ ~ R ~ YI ~ Z U 44 ~ Q m S lL ~ MTV 6 ~ I SLOPE FQR 10' r o VEGETATED SHELF I y Z ~ ~ TRANSITION TO I. o O 19 ~ w 3~1 SLOPE SECTiU~I A-A ~ P~~ tu` 0lt~ PLANTING REQUIREMENTS: I- U 1~tCfi ,n rn V! V/ I~~ ~ V / ~}dt"~1r~t ~ I"- ~ ~ AT LEAST TWO SPECIES (DUCKWEED AND SOFT STEM BULL-RUSH) OR - W ~ _ _ _ _o-hura~ J (n ~ OTHER HARDY AND AGRESSIVE WETLAND SPECIES SHALL BE PLANTED ~I~~~In~B Q( ZQ I~erf lrlcass„~„ Rip Rrr I OVER 30% OF THE TOTAL VEGETATED SHELF AREA WITH INDIVIDUAL I thick Yrlt p ~ U4r~~ I'6 I''lit$r ~q O I?~"I~ ^ PLANTS 2.3 FEET APART. UP TO THREE SPECIES (FOR EXAMPLE -POND I.L J lL WEED, BUSHY BEARDGRASS & MARSH HIBISCUS) SHALL BE RANDOMLY • • DISTRIBUTED AROUND THE PERIMETER OF THE VEGETATED SHELF. A 4" ORIGINAL TOPSOIL LAYER IS REQUIRED FOR PLANTINGS. ALL OTHER SLOPE ISSUE DATE: 0212512003 PERMIT SET AKtAS I MA I WILL NU I bt FtKMANtN I LY INNUNUA I tU AND THAT AM: ISSUE DATE: 0212512003 DISTURBED WITH THE RETROFIT SHALL RECEIVE EROSION CONTROL CONSTRUCTION SET BLANKET AND SHALL BE HYDROSEEDED. ISSUE DATE: 10/10/0 DRAWING NUMBER: SPml 8A • • VICINITY MAP -NOT TO SCALE GRADING AND DRAINAGE NOTES G ALL EXISTING STRUCTURES, UV.ESS OTHERWISE NOTED TO REMAIN, FENCNNG, TREES, E ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED DISPOSED ~ OFF SITE, ANY BURNING ON SITE SHALL BE SUBJECT TO LOCAL ORDINANCES E LOWE'S SPECIFICATIONS, LEGEND ~ HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28658 2. ALL DRAINAGE STRUCTURES SHALL BE PRECAST. EXISTING PROPO ED DESCRIPTION ESCRIPTION ~ • 3. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC REVISIONS fH2O) LOADpvG AND BE INSTALLED ACCORDINGLY. -------979------- 979 CONTOUR LIN ONTOUR LINE PRE•BID SET Q POST BID SET ~ µU' ISSUE DATE ISSUE DATE 4. GENERAL CONTRACTOR SHALL NOTIFY ALL UTR.ITY COMPANIES HAVING UNDERGROUND UTLITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT 979.25 SPOT ELEVA- UTLITY LOCATING CGNPANY AND LOCATE ALL UTLITIES PRIOR TO GRADING START, POT ELEVATION a Yy - ~oP DATE DESCRIPTION & z~ r ~ ~ REVI PER MMENTS sroaro3 ® sloNS co 5, SITE GRADING SHALL NOT PROCEED UNTL EROSION CONTROL MEASU2ES HAVE BEEN O INSTALLED. . STORM DRAM TORM DRAIN INLET ~ ~ FOREST AND COORDINATION Ax TORM DRAIN PIPE ~ ~a 6119ro3 DWO CoMMENTs 6. AFTER PERMITS HAVE BEEN OBTAINED E EROSION CONTROL MEASURES INSTALLED, THE _ _ _ _ = STORM DRAM CONTRACTOR SHALL GRADE BUILDING PAD, GARDEN CENTER E APRONS TO 0' - 112' OF SUBGRADE AS PER SECTION 02300, DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. 6130ros ®INSERTED NEW PROTo 7. IMMEDIATELY APPLY E COMPACT STONE BASE FOR BULDIIVG PAD TO +l- 1l2' PRIOR TO I i ~ ~ ~ / / / ~ L---------- ED TIE LINE ~ ~ro1roa ®RE>ns s EXCAVAT~NG INTERIOR E PERIMETER FOOTINGS. ~ 1 ~ -j/'/'i / /////II rrrll v - / 11 ~ \ ~ 7l31ro3 SHOW JACK AND BORE V 1 `Av ~ 1 ' l I ~~ii~-' lyl~l I ~~II~~I \ Q V l a/ - S //1~I N I 8, FRENCH DRAIN SHALL BE ~VSTALLED IF DRECTED BY THE GEOTECHNICAL ENGINEER OR AS ' I ITN \ss ALL "B W 1 ~ 'y. 8115ro3 AT REAR ROLL•UP DOOR 1 1 - ~ ~ r %i;;-' , ~ I WALL 'B' WIl SHOwN oN PLANS. ~ 1 SEE 1 V SN~PE v ~ I / I , , r 1 1 / ! 9eo-'` ~ SWALE BEHIND \ ALE BEHIND ~ NTRA TOR SHALL PROVIDE 2' x Z' x 8' THICK CONCRETE APRON AT ALL , ~ DITCH DET141L ~ / ; J Ilrll 9. GENERAL CO C ~ 8115ro3 ~ ®WALL LOCATIONS 1 ~i OR IMENSION 1 Cg ~;~%%i 1 IIII CLEANOUTS OUTSIDE OF BUDDING. \ ~ V , /a~i / 1~ l~ v 1 ` , I f T ~ 988. ~ / 1111,,111 ~Ir~v ~ 4. TW ~1 ss 914103 ®REVISED SPOT ELEV. d 1 \ , , ~ / hull`( I 10, ALL WORK SHALL BE DONE ~ STRICT ACCORDANCE WITH DNISION 2 OF LOWE'S ~ \ \ 9, T P ~'h q 11111111( \ 63.08 ~ GRADING ATTRUCKDOCK STANDARD SITE SPECFICATIONS, \ '~TW \ \ C~~ 11111111 ~ ~ 0. h I t \ A 8008W / ~ 1 v ti~~° ~ hMilil\ _ ,-1~~ vv ~ ~ ~ 1 0 60 120 & AT RIGHT INIRIGHT OUT ! ~ v ~ 1L11 IE-978.74' ~ \\1A1\\~ tl, ALL ROOF DRAINS TO BOLDING SHALL EM 5' OUTSIDE Tt~E BOLDING LIN9TS AS SHOWN ON ~ ~ ~ 1 / \ hh11111 ~ 1\ ~ ~ - - 2111/04 ®STORM DRAIN OUTLET PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT THE END. ~ \ ~ ~ / \ 1 \ 1111111 ~ / V III~111111 V 1A~\1\\\\V ~ _ ' ~ ss SCALE I" • 60' ~ I~ _ ~ 111111 \ ~ ~ 11\1\\ \ ~ ~ ~ y ANSF R 1 1L_~~'' ~ \1111\\ / / 7 TW f ~ ~ ~NC.BAN~Y rREPRODIJCSTION N - ~ ~ \ ~~80. W ~ 0 ~ ~ 1 \ ~ ~ 60.OBW I WHOLE OR PART L5 PR01.611ED IMTNOUT of / r ~ I ~ D Y1RmBV CONSEM OF LOWE'S HOME ~ ~ ~ ~ / ~ I V 1 ~ ~ ( (H~II&S. NO OOPiRKiIT 1001 ALL R16HfS RE5&VED 1 I II 1 1 6 ~~s ~h0 I. ` I ~ 5 / L `~v! vvvv 4 ` N.P. ~ ~ 1\ s v ~ v r v I / ~ ~ ~ 1 ~1 11 ~ I I 1 ~ 9. \ 9 ETAINING 1, TW ~ ~ 7 ~ ~ I l i 1 \ ~ y a, 9 9.25 I \ I i I I 9, 8 .OBW 80.OBW ; 7 ; \ ~ TW q' S ~ ~ 1 \ ONJERI (TYP~CA~)! 80.OBW 1 ~ ~ - IA°I r r I 1 ~ v ~ ~ 1 1111 vvv -1 vv ~ - -fir \ V ~ ~ \\VA \ ~A \ \ I I r ~ 79.7 ~ 1 98 OO'~ v v 9 0.00 1 8 ~v 0. r v ~v ~ ~ , I 1 ~ v ` ~ ~ ' 111 111 ~ r / I I ~I t 1 ~ ~ v I v 111111111 1 r v ,i l I r I - - \ ~ ~ I \ 1 1 ~L\,, ~ r 980.0 \ \ ~ ~ ~ , 68.OTW ~ ~ ~ ~ \ \ \ \ \ . ~ s ~ 9~.5 ~ ~ O.OBW \ ~ ~ _ ~ ~ \ \ \ \ \ \ WET DETENTION BASIN DATA F I I g \ v I ~ rPVC, 9.0~~ 0~ 12 ~ . ~ ~ ~ PPG~Y ~ RI N2 \ \ \ \ \ ~ ~ \ •~9.0~~ ~ ~ \ ~ ~ ~ THICK) W ~ ~ v v v v v vA\` \ , / o I I 1 ~ I ~ VA AI ~ ~ ~ i' vC ~ - ~ ~ ~ A ~T ~ \ ` \ \ \ AREA TO POND 10,98 ACRES ILLU~R D \ \ E BOUT` ~ ~ ~ Q v v v v ~ ~ I I I v 1 11A v ~ 1 ~ v ~ ~ `vv`v v CN•88 - ~v ~ ~ ~ , P~TECT FF~ ~v v v v v ~ \ v A ~ , ~ ' ' i~° ~ I I • 1 ' ~ 111 v~ ~ v v I I V v v ` o I I SLOPE 1 v v 1 1 v v` 980,00 975. ~ ` NFROM ERd \ ` \ \ ~ ~ BOTTOM OF POND 955.00' 0 / /6~^ / ~ v ~ ~ v v v v~ ~ ~ ' TW \ \ \ ~ \ \ \ ~ \ ~ PERMANENT POOL 958.00 ~ • 980.00 \ ~ 978.58 \ 1 ~ \ \ ~ \ ~ , W MAX / ~ 0~1 ~ 80. W ~ I I v aa, v vvv ~ ~ F , I I I \ \ ~ ~ \ \ ~ s \ 0 WET T~~TIbN\ ~ ® ~ 2 YR STORAGE EL 963.75 \ \ ~ 9 ~ ~ BASIN. \ \ MAX. 10 YR STORAGE EL 965.87 ~ 128. o ~ I I IIII \ 1 \ \ \ ~ ~ \ \ ~ / / , BOTTOM E 5 .0 MAX. 25 YR STORAGE EL 9b6,63 Z DUKE POWER / ~ F, / ~ I 1 1 ~ v~ v v v - i ,p , I I 1~ v~ v v v ' / r ~1 . I v \ \ \ \ r / ~ ~ TOP EL.I 96 ~O \ \ ~ , MAX. 100 YR STORAGE EL 967.09' Q` v v v~ / a 1 1 ~vv\ U ROV7 , 1 I I 11 v v S-- I I I I I v ~ - ~ v v ,i' ~ ,~po / / / I I I I ~ ~ ~ A / I A \ \ \ 1 ( ' \ \ ~ ~ \ \ ~ ~ ~ 2 YR STORAGE VOLUME 58,704 CF ~ I / ~ \ ~ ~ ~ ~ ~ , I I I ,1 ~ ~ r ( l v ~ \ ~ ' ~ I ~ . ~ 10 YR STORAGE VOLUME • 88,873 CF ~ m `D o - 84.0 W ~ ~ I ~ 1 ~ I 1 r I ~ I 1 ~ i ti i ~ ~ ~ • • / ~ \ 25 YR STORAGE VOLUME 101,277 CF U c N ~ F / I I I I 1 I I r I l r I I I ~ GHT / / 80.OBW I I I I ~ 1 I I C I I I R _ i' ~ ~ ° I ~ ~I I 7 ~ r I ) I 1 I I I I ` ti I ~ I, ~ S SP 18A F R ~ ~ ~ ~ ~ 100 YR STORAGE VOLUME 109,012 CF Q ~ 0 I , ~ I I ~ ~ '~,1 PO D RETROF ~ ~ I" RAINFALL ORIFICE ELEVATION • 95$.00' Q ~ ~ _ ~ / / I I I ~ I ~ I r I ~ i ~ ~ ~ ' ~ ~ ' ~ I I I P IFI ATI N v ~ RIFI ~ I , SLOTW I l I li I I Ili r ,r ~ I I i I I li ~I I - ~ - - / ~ I I 80,00 ~ Il? II I NC I m 78N LF 10 ~ i c l i~ S C C 0 0 CE TO BE 2 0~ I I ~ ~ i I i I I ~ TOP OF RISER 966.00' Q~~~ L_ - r r I ~ 1 I i HD~'E/P o~ LO ~ I \ Q O c I i i I ~ \ TOP OF DIKE 968.00' U 0 U ~ i MIN, SLOE ~ ~ I I I - y ~ ~ 1 ~1GO~ - ~ ~ '~79;87-~ > 98 .0 r r , r ' 919,87 ' I Mu X 1 1 - ~ r r I I I IE ~ T 75.5 978.5 , ' I f I I 1=1k AREA D N ~ OU O l i l i s / / J --L-- ~ } I ~ I ~ INDICATES AREA TO ~ --J vv ~ _ _ 1. 97 .75 , ~ ( i ~ I I , Ir VEGETATED WITH ~ y D ~ / ~ ~ _ ~ ' ~ I I ~ ~ ~ TW ETLANDS PECIES ~ ~ ~ `D ' ~ ~ 9.OBW S ~ ~ ~ ~ " c0 ' - - =~7 ~ ~ ~ ~ , S ~ 1E OUf ~u~~' - ' , ' e 9797 - / ~ 1 h 0) 9e 9797 8.2 / / ' / o , ~ ~ I _ _ , i p~ . _ - ~ 979.5 976,7F1 ~ - ~ I ~ yy~ q ~ RETAINING , 9ss- / I i ~ II ~ AI~VE' ~ 976.11' ; ' - ~ - 7 ~ W -L~" ' / I I I ~ AL I I UI - 8° WATER LINE 1 ~ ~ 21 / N i -~g~°'' ~ i , ' 72. TW s I ~ APPROX. LOCATION I / ~ ^ ~ ANING ~ / / ~ as J~ _ - ~ l ~ ~ ~ - ~ 58.OBW \ 1 ~ i9$ ~ ~ - - ~ it ~ ~ / ~ / ~ ~ / - - ~ 73 - ~ , 60.OB ,~s ss 1 ~ ~ - ' i' / /g gin 0~ / / ~Ji' ~ 1p-'~' 0 / _--yy~l,-~` - 971 ~ ~ / , U N - - ~ c^ ~ ~ i / I 7 ~ ~ i~ 60 i / -M ~ , RETA I / ( H a0 , / / ' ' ' ' - - ~ / ~ ' 6 TW 1~ING I f W ~ N.P. N - HP / ~ W 1 WALL `"p I , O cr, 9 / / ~ ~ 2, TW ~ ~~-959-- 1 N _ _ _ ~ _ - , C 976,95 0 ~ 976.95 ~ , Alb 5 0 r 9 i / / ; / 61.OBW 17 LEVEL SPREADER i ~ w M - ° ' ~ / ~ O10~ ' CYO` d Oil - 984 - _ Ste' ~ i i i 7 I~ 5 TW \L.ENG H 44 _ / ~ / i ~ 13 ~ I ~ ~ (61.OBW' I 1 >3~AS'~ WIDTi~ 5' '9s>, ~ ~ ~ ~ - ~ / ~ ~ ~ ~ 8 ~ ICI ~ z CONTROLLED ACCESS ~ g g6r - _ 7~ I / 1 ~ _ _ - ~ ' - _ 958 TO ~ REMOVED AS ~~t ~ 'P• , NECE ARY DURING -981-~- / ' ' ~ g6 ~ ~ _ SS ~ ,,76.70, g6~ ~ ~ ~ ~ ~ - - i 71. TW L-- GRASSED L`1REA 9ss--_ _ O CONSTRUCTION. AT THE EfcD ° ' gbh' / / 5 rOBW _ ~ - 3$4 - l1 ~ 971 -sso___ ~ ~ OF CONSTRUCTION ANEW---' 'L / FENCE WILL BE ~1STALLEQ-~'~ ~ / ~ , I - - ~ ~ _ --~ss1_ - W O NCDOT STANDARDS. ~s ' ~ ~ ss' S , s 1., ~ O / r~ ~ / .OBW ~ SEE V-SHAPE---- 9s2-__ _ ~t / 7 / ~ ~fi?ITCa--0ET~ctL------ W GO / ~ i ~ ° / ----967 _ - - ~g1 ~ / ~ / _ ~ \ 11 1 ~_~1 Fop-DIMENSION------J ~ ~ 91T~ ~ , / / i/,i,~------970-~_ 1 ~ -~z~ - ~-960---~~~------- ~ / ~ ~ ~ ~ _ TRAP-EZZ~]IIA_~~DITC-F#-E _ ~~1 - - _ _ _ - A1t97~IIS_-ETA= '--s72_ 1 _ _ ' ----J i ~ - --=~1= ~ / ~ - - - i i~ i' ~_-__--970-`--'"-- - =-ii~ ~ ~`--96~.-:.=-- --965---~ / ~ - ~ ~ - ~ r __T _ _ .y - S / _ _ ~ _=T~ _970-_./ ^ - ~ --.i- i' _ ~ ~ .~C,. ,i i'/ i~ ~ _ _ - ~-_-_-___==--~F- -I5>!E-L~T~41~ ~11~ _ ~ ~ Tx :9,5-' o 977----- - _ - - C,~ BE REMOYEQ - ~ O w - --------976-- - ~ ~ ~ , / ~ / ~ / Y ARY DURING ~ - - ~ / / ~ / OL UU ~ ----975------- ~P---o------- - ---~76_ _ ~ - ~ T _ -975-- _ - _ ~ G ~ ! ~ ~ ~ < < ~J EXISTING ION. AT THE END ~ - Opl GRADE li EXIT U 9 ° _ /~k/ _ - - - - - _ CONTRACTOR ~ ~ - ~ c^ _ - - - / / _ =-5= ~ -BE_-~15~1-tE@?4-PER- II _-GRADD~=> ~ _ 975=___~ ~ _ - _ TO RELOCATE ~tl ceol ~ 3 -977--- o~ / -------f - _ - - - III - _973-_= = = U) - __=2=_ 1GIVAl.. VOLES TOP 972.22 ~ e.:.__ - II _ IS" co II LE. 963.72 ~~ELEC. _ - ~ ~ - W APPRO (MATE APPROXIMATE W W ----975-------Cl3lll / ~ '91 LOCATION 8" ° Lb~CATION 8° / / W _ ~ 1, II- TOP 972.76 / ~ 1 ~ ~ O W / II LE. 969.16 OUT / LE. 9967.62 IN ~ ~ ~ Q WATER LINE F WATER UNE ~ / ° ~ J - w ~--~--ry-~ ------97a-----~---------- RAISE TOP T I `t',~'` - o w I ~•si w ELEV+ 97255 a II 2`; _9 - ~ 71- o~, IE=957.25' ~ II CBDI ~--973----~ ~ W - r1--9~}~---~J TOP 972.30 L w ~I ~ ~ f _ M I LE. 965.50 \ 0 / 1 ~ - 36" RCP ~ -972----------------- CAUTION 9~~ ` - p, - ~ W I- ~ ~ ti ~ 24,. Rc1S w N.C. ONE CALL; UTILITY LOCATOR SERVICE q W l ce>~__ W OL / " RC / TOP 974.33 CBD I 9 CBDI 966.08 3 DAYS BEFORE DIGGING CALL ~ TOP 973.13 O TOP 3.50/ I ~ ~,E. 967.33 ~I~ I.E. 68 / TOLL FREE 1-500-632-4949 °F o~ A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. ~ '~1 ~ ORIGINAL ~ S 7 ~ ~ ISSUE DATE: OU21103 ~ 911 A ,/t--n, ~ PERM IT SET CAUTION ISSUE DATE: THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS OUT TO BID THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, ISSUE DATE: EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE N DRAWING NUMBER: THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION ~ ~ll AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. SPm2 • • HOME CENTERS, INC. P.o. Box ~ ~ t ~ N. wILKE3BORO, Nc 28358 975 975 • • REVI I N S PRE~BID SET P03T BID SET 133UE DATE ~ ISSUE DATE DATE DESCRIPTION 225.04 P A D OR STORMWA REVISION 970 7 OF POND 9 0 EL - 968.00 ' x4' CONC. ISER ° BOLTED TRASH L. - 966.0 RETAINING WALL 965 FROM TOP OF 965 RACK DETAIL POND TO Not To Scale ~ CLAY EXISTING GRADE S CORE IL 7x4'xV4" 7x4'xl/4' GALVANIZED GALVANIZED 2 ANGLE A~ 960 10'6'5' XISTING 960 2' - 3/4' GALVANIZED GRADE 0 :''~:~:`:?.::;:::~:~:`:`::::::`~:i`:2•'.•:~2',2 o WASHER HEX NJT TACK WELD ~6 GALVANZED ~6 I I i CONCRETE ANTI- ( 314'x8' GALVANIZED GALVANZED SMOOTH SMOOTH BAR HEX BOLT THIS DRAWINfi Is rNE PROPERLY OF LOWE'S NONE P RMANENT OOL SEEP COLLAR I 4' 4' I BAR • 4,07 O.C. TO cENTER3, INC. ANY USE OR aEPROOUCrroN IN NVGI-ES WHOLE DR PART IS PROFIIBRED N~THOUT TILE 955 E 958.00 I I 955 ExPRE38ED wT3nEN CONSENT of Lawee NOME I I BOTTOM OF WEIR cEN~ERax+c.caPrPoalrt~olAU.Rx~ns~sERYm • • I 7x4'~d/4' ~ LF OF 0 30 RCP • GALVANZED 4' I I ANGLE I.0 ~ SLOPE 950 0 0 950 I eoTTOM of WEIR SIDE WALL O D . EMBED REBAR MO r0 ~ Q 0 ~ FRONT VIEW BOTTOM (47 SECTION VIEW m .n a OW(~ F " OJ 0J ILW mW SEC110N THRU POND . • • SCALE I' 50' HORIZ U SCALES I" - 5' VERT, Z o~ ~ 0 Z m Q ~m~ C `CN L m Q > p Q~ 0 6' D•IP. TEE m ~ 4,00' Q c ~oU INSIDE DIMENSION h ~ (n L INSTALL SCREW CAP p TOP OF RISER ~ FOR CLEANOUT ACCESS `I n 0 EL =966.00 p~• TRASH RACK d ~ m rn 0` tt3 REBAR 6' O.C. (EXISTING) y m ~ (EXISTING) 0 0 ~ 0` _ PERMANENT POOL ~ - - - - - ~ - ~ Z m0> WATT SURFACE .c N ~ Q m EXISTING WEIR ELEVATION ~ m TO BE RAISED TO 963.75' ~ NSTALL CAP AND DRU. AND WIDTH TO BE 0.44' ~ ~ HOLE TO CREATE PR RISER REDUCED TO 0.44' - ~ SIZED ORIFICE (2 INCM. STRUCTURE 10 YEAR RELEASE ~ I ~ UTILIZE WELDED ETAL ~ ( ~ 1 1' RAINFALL Ot~ICE DETAL ~ • FLANGES TO RETROFI "1 I ~ INSTALL ORIFICE ~ / " ~ EL. =960.59 10.5 RIFICE N•T.S• ~ ~ N I~ EL. = 958.00 2"ORIFICE / - - - UN ZN 1"RAINFALL RELEASE / . t0 O~ / / VALVE STEM m~ 7.4"ORIFICE / / ' ~ ~ t0 W~ GROUTlSEAL EXISTING ORIFI / ~_M BOTTOM OF POND I,E, OF 30 OUTLET PIPE 955.00 ICI (EXISTING) Z IN " EL.=955.00 2 GATE VALVE TO BE INSTALLED AT BOTTOM OF Y U (EXISTING) RISER TO SERVE AS EMERGENCY DRAIN T~ o V T~ V v SAN VIEVt 0 ~o ICI ~ o F as W ~ N.T.S. ~ ft~ rt? In~~Alllevaland flush ~ Ip~ pr Dltch t ~rlth nofiuT-al rou ~ ~ nd~, N to ~ co c~ =M A A • ~ AREA TO BE PLANTED 0 Q c~ OC WITH WETLAND SPECIES Z s~~l"~ ~~~~(~I*I~t~d W - m aoDUr~ h4ai~ (PSH1 ~ I-- ? ~Rl~ Rtt~ ire Q Z Y basin a~a~ ~o°an ~ ~ PERMANENT POOL ELEVATION `~aT~ ` Q W cl~zrlt~# Q = FOREBAY I U '~v . ~ ~ a. 2 I MAIN POND tc~~~r~~ p ,,ryry f , , ~li x.l'~~ ' V ~ , w ' ~ ~ ~ U 4 Z 4 ~ ' Q „ m Z, S LL 0t MIN 6 i I SLOPE FOR 10' . ~ ~ VEGETATED SHELF O Z ~ TRANSITION TO I. o O 3~1 SLOPE PLANTING REQUIREMENTS: F- U ~t}~~ (n I~sl~ (n ~ I~~?I•Iil~~ I-- F- AT LEAST TWO SPECIES (D.UCKWEED AND SOFT STEM BULL-RUSH) OR ~ _ W ~ ~l~~~r t W f ~ - ~ ~ ~ OTHER HARDY AND AGRESSIVE WETLAND SPECIES SHALL BE PLANTED T ZQ OVER 30% OF THE TOTAL VEGETATED SHELF AREA WITH INDIVIDUAL I~~rs (aB~~,,,,~,,, Rip Ra a~ 1 fhi~l~ wBtf - ~ ~ u„rl, I`IEt~r Fcibrf 0 PLANTS 2.3 FEET APART. UP TO THREE SPECIES (FOR EXAMPLE -POND V 11 LL WEED, BUSHY BEARDGRASS & MARSH HIBISCUS) SHALL BE RANDOMLY • ~ DISTRIBUTED AROUND THE PERIMETER OF THE VEGETATED SHELF. A 4" ORIGINAL Iasi IF nnTF• ron~/~nns TUPSUIL LAYER 15 KF-UUIRED FUR PLANTINU5. ALL UTHER 51-UPE AREAS THAT WILL NOT BE PERMANENTLY INNUNDATED AND THAT ARE PERMIT SET ISSUE DATE: 0212512003 DISTURBED WITH THE RETROFIT SHALL RECEIVE EROSION CONTROL BLANKET AND SHALL BE HYDROSEEDED. CONSTRUCTION SET ISSUE DATE: 10/10/01 DRAWING NUMBER: SP=l 8A • • GRADING AND DRAINAGE NOTES VICINITY MAP - NOT TO SCALE)i I. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCNG, TREES, E ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED E DISPOSED OF OFF SITE. ANY BURNNG ON LEGEND SITE SHALL BE SUBJECT TO LOCAL ORDNANCES E LOWE'S SPECIFICATIONS. 2, ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST. DESCRIPTION EXI TING PROPOSED 3. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (1420) LOADING AND BE NSTALLED ACCORDNGLY. ------- 979------- 979 CONTOUR LINE 4. GENERAL CONTRACTOR SHALL NOTFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT 979.25• SPOT ELEVATION UTILITY LOCATING COMPANY AND LOCATE ALL UTILITES PRIOR TO GRADING START. 5. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEENI NQ STORM DRAIN INLET INSTALLED. 6. AFTER PERMITS HAVE BEEN OBTAINED E EROSION CONTROL MEASURES NSTALLED. THE STORM DRAIN PIPE CONTRACTOR SHALL GRADE BUILDING PAD, GARDEN CENTER E APRONS TO 0' - V7 OF SLJBG12ADE AS PER SECTION 02300, DIVISION 2 OF LOWE'S STANDARD SITE SPECIFICATIONS. 7. IMMEDIATELY APPLY E COMPACT STONE BASE FOR BULDNG PAD TO •/- V? PRIOR TO EXCAVATNG NTERIOR E PERIMETER FOOTINGS.III�L_------------- a- FRENCH ----------- i\��';�f� \ \ � \\ \I \ I >��/ � � , FRENCH DRAIN SHALL BE INSTALLED F DIRECTED BY THE GEOTECHNICAL ENGNEER OR AS \ \\ / '��'' '_'25(l I WALL "B" WITHSHOWN ON PLANS. SEE\V-S41"t \\ 1 �i��/;;:; -,s��,, ♦ \%�"� eo-'��'r SWALE BEHIND OWE HOME CENTERS, INC. P.O. BOX 1111 N. WILKESBORO, NC 28656 • REVISIONS • OPRE-BID SET 0 POST BID SET ISSUE DATE ISSUE DATE DATE DESCRIPTION 8/04/03 ® REVISIONS PER COMMENTS AND COORDINATION REVISIONS PER NCDENR 8/19/03 ® DWQ COMMENTS 8/30/03 ® INSERTED NEW PROTO 7/01/03 ® REVISED TIE LINES ISED TAP ROTE TO 7/31/03 ® SHOW JACK AND BORE ADDED FEN ED MU_ \ DITCI-{ DETAIL \\\ / r / �� ;9 f / Illll \ / \; AT REAR ROLL -UP DOOR 9. GENERAL CONTRACTOR SHALL PROVIDE 2' x 2' x 87 THICK CONCRETE APRON AT ALL ��p/ � ®WALL LOCATIONS \OR IMENSION \\ \ \ - "%� �`i`` llll \ \\ ®REVISED SPOT ELEV. & CLEANOUTS OUTSIDE OF BUILDING. \ 4 \\ CB / �i//i� ' / , / \1\1\ /� I1 \\ s 9/4� GRADING AT TRUCK DOCK T � 988. 64.OTW A;� nMIA1 \ \ \ S 10. ALL WORK SHALL BE DONE N STRICT ACCORDANCE WITH DIVISION 2 OF LOWE'S \ \ , STANDARD SITE SPECIFICATIONS. \\ \ �.OTW �\\\ \ �.� � \ 8 OBW � '� 1 I�\I\` E=978.74' - II. ALL ROOF DRAINS TO BUILDING SHALL END 5' OUTSIDE THE BUILDNG LMTS AS SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT THE END. � \ � � \ / \ 1 ` \ �\l�\\ \ \ � � � \� _ I� -- \ \ \\\ \ \\�\\ 5------------- --- 111 /"/ ss TW _ 1 O ANSF RM_ �\ \\\\\ 7 80.W TW � \ \\ _ - / 60.OBW 1 \ \ s \ FO I. \ 5 I. Y \o\ ® 61'19.. \ \ m STAINING 9 T I. T 1 \ \ \ \ r-7.\ \ \ \ \ \ I I I I 9� 8 OBW 80.0 W_ I i \ \ \ `� � \ \ \ \ \ \ \ \ \ 0wERI (TYPIC,•\L)I 80.OBW 9.5 \\ \ \ \ 1 \\� \ \\ TIN, I l I 79.7 \\ 98 OCA\\ \\ `� 9 0.00 \\ 98 \;\ \\�\ O.O•\\� \ 9> 980.0 \ \ \ 68.OTW /iOF,155 -4F 101s, - 12" `\ S 9O\ \ \ -- 95.5 \ \ `\\ O.OBW PPCY \6\ i �, \ � THICK} Wio 0/ s1 \ \ II ,\� tpi'E-'IE yVUT\ ILLUSfRA��DI \T\O\ S\ \ \\ \ PROTECT \ PSC At\ I I HP \ 2 I I , \ \ \ \ /11•� x Ilrl� o"MM1* M/AlMIOrA I \ \ \ � _ \ I \ '0FROM \ \ \ \ \ / o , J I \ \ \ I 1 \ \ \ \ \ 975. \ \ ,QOM ERd�b\N� i I SLOPE \ \ \ r \ \ \ 1 \ \ ` \ \ ` \ �" \ ��\ \ \ \ \ \ \ ' 6/ ^oo� I 1 \ \14K \ I \ \ \ \ \ 980.00 \ \ 978.58\, TW \ \ \\ \ \\ \ \ F \ I ` `\9 \\\ `II �\ j \\ 0 W \ WET D�TL I\�N\Bo�eW STAKDARD \ / \ ) I � \ \ � \ \ \ �o � � / r �•. 1 I \ BASIN. \ \ \ \ ---- '' �'wow-�' 128. o I I I II 11 1 1 \ \ \\ \ \\ `\ `\ \ \ / / '-/•-- V� \I BOTTOM Et\I\ �j .0 DUKE POWEQ-- , /10�, �/ / I I I �IIJ�� ELIEV ��O■�'\> `\ `\ \ �� ^ / / / / a . •l 1\TOP EL. I 96$b / I '-----''6�// II III'> -`\\•\+• DD of -- - 84.OW ° rn III �11 1 1 ( �/ /'/ j 1 I I I 1 \\ 1\ \, \ I 11 j, �• �\\ /I\ S SP -18A F R \ \ �_-- cHT / , 80.OBW I I 1 \J11 I I `7 I ( 1 11 / l 11 II \ \ I \I 1\ 1 �r PO D RETROF `\ \ �81.OTW I I I I m 1 SP CIFICATION I � III 1 I �_ / � ) 1 / / 1 1 � 78 LF 10" \ 1 r I I 1 $O.OBW /ice\!��\\� I \ i I / / I 1 11� 8 X00 Ili .III HD�E/P� m\. 1.0% 8 ,�8 i }87 % \ > 98 .O / / 1 1 I MIN. SLOE _N / 979.87 J 1 IE BOUT- 75.50 978.5 1 \ ' 1 / �I �'��. _ I HED' AREA INDICATES AREt, TO ------ . �1 II 11 1 I II / B.OT%TLANDS VEGETATED WITH W 9A7 \ SPECIES -moi_--- �L Lt ' �_______ ----- ems• j �� '�uv�T � s� : � • � • ,M-a\� " •'- :.ter... • Awli -976.11- 0 7/6.1110��i�Pi��/iil� moi /moi i_8" WATER LINE 61. APPROX. �OCATION ITAININGLF --- IVA 9 / / / ETAVIIVG / / 000/ ***CAUTION*** N.C. ONE CALL: UTILITY LOCATOR SERVICE 3 DAYS BEFORE DIGGING CALL TOLL FREE 1-800-632-4949 A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY. *** CAUTION °•° THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS, THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH U71UTIES IN THE AREA. EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 3W` -0- -" --957 WIDECULV 9• 1-1 DETAINING ss vj O 60 120 1111 1 2/11/04 SCALE I" - 60' WET DETENTION BASIN DATA AREA TO POND = 10.98 ACRES CN - 88 BOTTOM OF POND - 955.00' PERMANENT POOL = 958.00' MAX. 2 YR STORAGE EL = 963.75' MAX. 10 YR STORAGE EL 965.87' MAX. 25 YR STORAGE EL 966.63' MAX. 100 YR STORAGE EL - 967.09' 2 YR STORAGE VOLUME = 58,704 CF 10 YR STORAGE VOLUME - 88,873 CF 25 YR STORAGE VOLUME - 101,277 CF 100 YR STORAGE VOLUME - 109,012 CF I" RAINFALL ORIFICE ELEVATION - 958.00' ORIFICE TO BE 2" TOP OF RISER = 966.00' TOP OF DIKE - 968.00' - / / / / i \ ® SS _ \ / /, � -�,,, - - _ ,,-, -- TW I RETAII\VING 1 - 5--/-,, - 7 C14 62.0TW' 976. 976.95 ,I76 5 / i \�N\p? \/61.OBW 17 LEVEL SPEADER - `\ \ \ /O[e� DCrn /7 55.OTW, I\ \LENGTH: 44'---- >\s -3 �Tignl�l`i °F \✓ /'//' o� ,'' /,/ I �/' I _ - 13 -' / `� ( 61.OBW' \ \ 8 E;AS� WVTI#1-,,5' 5/-- CONTROLLED ACCESS FENCE - 9� - -' - 5.O \ _ _ _ _ / �� 6�- ,-� ( ------ I / 1 ® - 9S8 MAR 2 TO BE REMOVED AS -�fi-_ / / �/ P. /, /'/o60 / ,//9 �� -� 7.20 I I. E. �� 958 6 \ _ _ 2004 NECESSARY fJU2WG �\ /' ,6:70, A �6� / ,� � I ,� �, - _-- -\ I 71. TW GRASSED AREA - 959 CONSTRUCTION. AT THE EVD,/ ge5' �1 5 rOB W - _ 4NATE QUAL",? "'C7!`�i` 64 OF CONSTRUCTION A NEW -I ' / ' \ ' 77A/ I r _ 4 �l FENCE WILL BE INSTALLED PER'---- --- _ - NCDOT STANDARDS. s�'-- / � - � � SEE V-SI-�AP�---- ------- -AL ss - - arrCa-DET- 7 ---ss7-- -- 6 f''� ffQQ--DIMENSION------ /'/ .1%'' , / ,/ / j'j''/, -----970-- // .� 957 ''' / /' �L i'' ' i' i / --'/ '-•- _`-- --TFc?4?-EZOIDALDIT C--I4_-E �� \\`. \=_\/� /\= sso-----_-- _� z- - - ----- - - - - _ i alt_97�I��i.Lt--_--972'\L-_--2.6 L5_z_ooAc:_ --A- iii SKE AL 977 ---- - --- ---- - -- - ---- \ --- - ------ --- --- ------s7s----- --- N ARY DURING -- °�---o ------ ---7s- _ -"� \-------- ION. _ AT THE _END= ---EXISTING } r -------- _ j\_ �_FalC�RU - - _-- GRADE CONTRACTOR' 1' EXI TIAICz _ - /----_-___--�� _ _ \=BE_IIVS_�aLtEV4-PES -- T RELOCATE. I-�RAQ�-- _977--- p� / /- -------------------AfNii: TLA_ \l=-=,_ 0 E /I-- TOP 972.22 \ l �`�-n`�►S - -------r-7--- -- - - = tG1QAL15^COLE:S _ II 11 I.E. 963.72 - W �I _ - RCP "SII APPRO :MATE W------975-------CgDi // ��__:__------------------------ LOCATION 8" O APPROXIMATE / / W TOP 972.76 WATER LINE F p LOBATION 8" / / W II I.E. 969.16 OUT I.E. 9967.62 IN- F WATER LINE < / IN / <-.- RAISE TOP _ - - --- - - ---974-----�----------- -- -� -- II oi, W --- ELEV: 972.55 O W----�.-- II CBDI r--973-- IE=957.25' w w� -9j3� �I TOP 972-30 LE. 965.50 O W. RCP --972-------_--- 24" RCP S �- & AT RIGHT IN/RIGHT OUT CENTERS, INC. ANY USE CR REVOOUCTICN N WHOLE CR PART IS PROI-KITED VVITWCUT TI -E EXPRESSED WRITTEN CONSENT OF LOVE'S HOME CBJiB2S NC. OCPYRK�T 20(11 ALL RIGHTS RES97JED �� Q••°•FESS/0• ' r SEAL 025419 kill V ON U_ Q > 0 I� a O � Q N aoU0 U) _ N J v O ^ c�QD (1)o D y m ., z O0 '> �.! (D LL AZ Lo 9 %..o " ZO�1 NLS ZN .M co CO ZU w� JM W T"�• O F ` � > �o J coco Z V LoN tD % � WV �M QCD Zr �m 0 U z U� N ^~' m •• 0 3 �UZ� 0 CD O z (f) U W LTJ I- Q >W of O 0 o CD _j IL U_ ORIGINAL ISSUE DATE: 01/21/03 PERMIT SET ISSUE DATE: OUT TO BID ISSUE DATE: DRAWING NUMBER. SP-2 � • • ¦ HOME CENTERS, INC. P.O. BOX 1111 N, WILKESBORO, NC 28859 • • 975 975 REVI I N 0 PRE-BID SET POST BID SET ISSUE DATE ~ ISSUE DATE DATE DESCRIPTION 2-25-04 ADDED 0 MWATER REVISIO 970 970 OF POND EL 968.00 ' x4' CONC. ISER ° L. 966.0 RETAINING W BOLTED TRASH ALL 965 FROM TOP OF 965 RACK DETAIL ~ POND TO Not To Scae CLAY EXISTING GRADES CORE 7xa'xl/a' 7xa'xll a' IL 2 GALVANZED GALVANIZED ANGLE A,~E 960 10'b'5' XISTING 960 GRADE 7 s/a• GALVANZED ~::0 WASHER E F~EX NUT TACK WELD ttb a I GALVANZED 6 3/a'x8' GALVANIZED P RMANENT I i CONCRETE ANTI- OOL EEP COLLAR GALVANZED SMOOTH SMOOTH BAR I-EX BOLT THIS DRAWING I5 THE PROPERTraF LOYVE'S HOME I 4' 4' I BAR • 4.07 O.C. TO cENTER3INC.ANr RREPR E 95 . S ANGLES u9EO ooucnoNlN I WHOLE OR PART 18 PROHIBITED WITHOUT THE 955 8 00 I I 955 I ExPRE88ED WRITTEN CONSENT OP IOWE'S HOME I I BOTTOM aF WEIR cErnE~,MC.ooPVrna+r~oo,AI.LRx~rr5RE5ERU~n xa' 4' • • ( 7 xl/ ~ 38 LF OF GALVANZED 4' 0 3 Po ~ 0 RC I ,44' I ANGLE ititi!!If?~~ ~ I.0 `b SLOPE CAR ~~i BorroM of wE~R I . 950 0 0 950 sloE wAU. pd..~F~ssi 9 0 0 rO ZO Q~ EMBED REBAR MO wrS~ L - Q,~ ON m ~ d '0 FRONT VIEW BoTroM cap SECTION VIEW o25a~s ~ 0 0 ~i~ P~ i~~ mt~i iii !f• STP ~ ~ //~tln ~ t~ Z SECTION THRU POND SCALEI I" 50' HORIZ U SCALE' I' - 5' VERT, Z o~ • O Z ~o Q ~ m C `~N L m Q > p Q~ 0 6' D.IP. TEE m ~ 4.00' Q ~ oU y ~ INSIDE DIMENSION L . TOP OF RISER ~ INSTALL SCREW CAP ~ } FOR CLEANOUT ACCESS J n 0 EL.=966.00 p,• TRASH RACK 0` tt3 REBAR 6" O.C. 0 ~ m in (EXISTING) (EXISTING) y m (I ~ ~ PERMANENT Pool. ~ - - - Z m0' EXISTING WEIR ELEVATION ~ WATER SERFAGE .c N ~ Q m TO BE RAISED TO 963.75' _ ~ ~ m AND WIDTH TO BE NSTALL CAP AND DRILL 0.44' ~ ~ REDUCED TO 0.44 - ~ RISE? W ISLE TO CREATE 10 YEAR RELEASE I SIZED ORIRCE (2 INCL. STRUCTURE I ~ UTILIZE WELDED AL I ( ~ t FLANGES TO RETROFIT) "1 I ~ INSTALL ORIFICE 1' HAINFAI.I.OF~ICE DETAL • • IV•T.S. ~ !L _ " EL. -960.59 10.5 RIFICE a L - N EL. = 958.00 2"ORIFICE / - - - U~ ZN 1"RAINFALL RELEASE / .M / / VALVE STEM h••I O ap m~ 7.4"ORIFICE / / ~ WM GROUTJSEAL EXISTING ORIFI / l~ YJ t'') BOTTOM OF POND I,E, OF 30 OUTLET PIPE 955.00 (EXISTING) = IN " Z EL.=955,00 2 GATE VALVE TO BE INSTALLED AT BOTTOM OF Y (EXISTING) RISER TO SERVE AS EMERGENCY DRAIN V L o T V ~A~ v~~vr ~o .o ~ ~a N.T.S. a~ t W ~ PI ~ Or a e m In;g~'gll I~ve~l aid flue, ~ P f~ltch ,s.~ ~rlth natu~-oi roui Q6i$I~~' r ~ tld, N ~ M 2 f0 ~i A • ~ • I O AREA TO BE PLANTED WITH WETLAND SPECIES ~ w, Z } ~~1Qrs ~~'~Ot"RdB!d W ~ m acaur~ Hale tP~l-f~ _ _ _ _ _ _ PERMANENT POOL ELEVATION f~l~ ~ ti Q Y nn~ln T,Ot ~I~OYfTT _ ~ ~ ~c~r cl«srft ~ ~ ~ Q W ~ _ FOREBAY J I 2 J ~ ~ ~ U n tl. ~ I MAIN POND t~SS ~ t1~t1~ R ~ N \ ~ U ~4 Z . F- Q- m _ ~ S LL. Ot MIN b ~ I SLOPE FOR 10' f O VEGETATED SHELF ~y Z ~ ~ ~ TRANSITION TO ~ - o O I D . w 3 ~ I SLOPE SECT~I i- W pC I- P~a+S a,r 9~t~n PLANTING REQUIREMENTS: U ,~+I~~ U) ~5 [itd'~ilr~l F- AT LEAST TWO SPECIES (DUCKWEED AND SOFT STEM BULL-RUSH) OR ~ _ W _ _ ~I~-rr~l W ~ ~J ~ OTHER HARDY AND AGRESSIVE WETLAND SPECIES SHALL BE PLANTED ~~nn~ DL I ~rf ~ Z Q OVER 30% OF THE TOTAL VEGETATED SHELF AREA WITH INDIVIDUAL ~ I tl~~~l~ art ~ ~`ucl~ I~ f ~lt~r !'al~rEc PLANTS 2-3 FEET APART. UP TO THREE SPECIES (FOR EXAMPLE -POND J ~L WEED, BUSHY BEARDGRASS & MARSH HIBISCUS) SHALL BE RANDOMLY • • DISTRIBUTED AROUND THE PERIMETER OF THE VEGETATED SHELF. A 4" ORIGINAL TAHA/\II 1 A\/P!'1 IA r1rA111l1rl1 PAP\ nl A•ITI.1/~w •1 1 ATI 11-n w1 wwl- Ice/ Ic nerc• 119l9RI9fY14 I VF-OVIL LMT MM IJ MMWUIrttU rVM I LAN I IM.70. ALL V I Mr-M JLUVL wvv- vn. -w- AREAS THAT WILL NOT BEPERMANENTLY INNUNDATED AND THAT ARE PERMIT SET DISTURBED WITH THE RETROFIT SHALL RECEIVE EROSION CONTROL ISSUE DATE: 02!2512003 BLANKET AND SHALL BE HYDROSEEDED. CONSTRUCTION SET ISSUE DATE: 10/10/01 DRAWING NUMBER: SPml 8A •