The URL can be used to link to this page

Home My WebLink About20041818 Ver 2_Site Plan_20070622 off- ~8 i~ v2 LINE TEMPORARY IRARY DIVERSION DITCH MH STA. 6+78.96 EX. 8" SEWER SHALL BE REMOVED m co WIT+i CURLED WO 30' PERMANENT EASEMENT :D WOOD MATTING D =18°28'40" RT. MH STA. 8+68.56 INCLUDE THE REMOVAL OF THE EX. SEWER N SEALED ~ = 23° 16' S6" RT. IN THE BID PRICE FOR PIPE C.y EXTENDED BASE 6' DIA. MANHOLE SEALED SEE NOTE N0. 4 Z 20' CONSTRUCTION EASEMENT 40. WIT EX. 8" SEWER SHALL BE REMOVED ~ GUA INCLUDE THE REMOVAL OF THE EX. SEWER ,~~Z' -~-.-.i.-- f IN THE BID PRICE FOR PIPE ~ t t7 / w,~ EXTENDED BASE 6' DIA. MANHOLE 40.00 L.F. 30.00"x0.312" STEEL ENCASEMENT PIPE C7 WITH 85 L.F. 16" D.I. CARRIER PIPE ~~r,~ NsM~~.~~~---; TST#3 3 20' CONSTRUCTION EASEMENT W GUARANTEED CROSSING ~F~O ir~'.r" t~5.~° LINE TEMPORARY DIVERSION DITCH a~ nw:arr rs.5.zo ~ f~f.~,T,r 15' X 20' CONSTRUCTION EASEMENT . • WITH SINGLE SIDED NETTING WITH WHEAT STRAW ~ t 7 ruNCnav ~x i a SEE NOTE N0. 2 f-''~ f - - ~ , r Pf Al'GACNINL? TOP 198.89 ~ - - ' ~ TST#4 ; -ssuH r r hW.(lUl~ 19`1.89 'ti ~ i~ R1N ELEI/.211C1~S ~ lNV.IN /9£A5 r r t { t i PP ~ 55 ~ Jl ~ i r j ` , 1_ f + -t T ~-~C~.!,Yf,7rr 7 F `~1~;~..-- -55 , \ r~ lNY,Wf l~6A6 J cnk EX. MANHOLE SHALL + A~ MH STA. 10+72.33 cc REMAIN I N SERVICE : ~ { _ _ ~ ~ . _ ~ CQWCREfE PAD r-4 to ~ ~ ae~uwrr s~r~rr . _ ~ ~ .a ~+r+an sEw~a tf~to mcv~~r ~ , _ } - t . ~ - ` E O a~ t ~wa~ u~ _ _ ~ ' ABAN~YYEp SENDER - - - - - 30' RCP i IWEL L~ r . • RK . rF~ECO rnca~r r_ _ ~ - i puBt.l~ i~v _ UG _ ~ . 'LUG SEALED AND VENTED TO 208.00 i ~ - - . EXTENDED BASE 6' D I A. MANHOLE ~ N W o ~~to tocaf~ ~ rF~co coc~r~ , rt i , . _ . i sue'- I sr~araq SEE NOTE N0. 3 LINE TEMPORARY DIVERSION DITCH t0 Z ' w to , ~ f ' ~ , . _ _ ' ~ U Q X00 ~ THIS SECTION OF SEWER ~ ~ ~ ' ~ SHALL BE PLUGGED AND - - - .1_. ~ 1..A ~ ' ~ W1 GATE ~ _ Af WITH SINGLE SIDED NETTING WITH WHEAT STRAW W ' ~ PROPOSED TAR RIVER INTERCEPTOR SEWER a~ , a ABANDONED. SEE NOTE N0. 3 ~ ~ ~ - ~ PLUG ~ . ~ 11V1!l~.i~Q" ;PAVED I1RNE 1 - rsf~ ~wr~ r,~ar~ ~ TF~'EE.7~ ss------E--- ss ~ EX. 8" SEWER SHALL BE REMOVED 0 i~ ~l , f sNORr _ _ INCLUDE THE REMOVAL OF THE EX. SEW IN THE BID PRICE FOR PIPE • SEWER 0 w ( ~ SS-- _ U 1 I . E. ~ } ,.;~5_ . pCO~ • ~ \ SEE NOTE N0. 4 TST#5 MN.01lI19r73 I I~t ~ j-x. PP I I \ ' \ ~---__SSMH H STA. 4+99.97 1 j.__._ ~ SSMH ' PLANTER ~r~,~ i ~ rn RIM EtEK2A3.T6 ~a~vm LUG r-y ~ r_.. / f~ t i { C ~ fF~10 lDCATEI I i= - i-i -r ~a ~~v rsers D = 31 ° 59' 21 " R T . ' \ tM! IN 137.?J \ ~ lM :OC/f 19711 IAN.fN !93.65 ~ J1/NCT/QM BOX ' "MULLIS Mtl1..wORK" na~.iN ~ss,~~ SEALED . PP C ~ raP zosn LINE TEMPORARY DIV EX. 30' PERMANENT EASEMENT \ WITH SINGLE SIDED WITH WHEAT STRAW Y DIVERSION DITCH yy,AFiF_'H~USE ~ uivE ~~aJj !93$5 EXTENDED BASE MANHOLE ~ ~j E ~;2 ~ IDED NETTING l ~ ~ ~ ~ t ~ ~ r 1 + ~ ~ , ' WIPER fJME y/ ' r coc,~v~r 6' DIA. MANHOLE ~ ~ ~ '""`.,H~'.'~ 3AW --1 ; t ' ! _ _ ` 7: F i ' , Y_~ aRiacF ~ ' ~ MH S T A . . rt ~ STA. 2+46.08 b ~ ~ k ~~3~OTES =25°35`36" RT. MH STA. 4+88.37 ~ ~ ~ ~ 1. THE TEMPORARY DIVERSION DITCHES FOR TST#2 rat ~ ~ ~ - ~ ss / SEALED ALED AND VENTED TO 208.00 36°49'51" LT. owe rn SHALL BE LINED WITH CLA55 A RIP-RAP. . - - • - / EXTENDE _ _ TENDED BASE 6' DIA. MANHOLE SEALED MH STA. 13+48.60 ~ \ • ~ MANNOLES~ SHALL BE REMOVED. SEALED ~ _ . • _ _ 5.x.00. - 30' PERMANENT i, 135.00'00" _ _ . , ~ ~ 7 ~ 2-10' CONSTRU /f; - .,r ~ , fxw,wHarF MH STA. 1+67.88 ANENT EASEMENT SEE NOTE N0. 5 2. THE EXISTING 8" SEWER FROM MH STA. 1+36 • i..N.B13:Ct:a~:i;~ka - ; NSTRUCTION EASEMENTS EXTENDED BASE MANHOLE , TO MH STA. 4+40.97. INCLUDING EXISTING MANN 6' DIA. MANHOLE INCLUDE THE COST OF REMOVING THE EX. 8" SEW IN THE BID PRICE FOR PIPE. SELECT BACKFILL "SEWER EXTENDED BASE 6' DIA. MANHOLE ~ ~ \ 6uiuanrc ; ' WATER c~RE nw~a~r ~ 0 = 40° 03' 47" LT. CF I LL SHALL BE USED FOR BACKF I LL I NG ~ ' ~ ~ ~ - \ /'oa MMMi Y 1~ 13 MH STA. 0+00.00 ' ~F~LD /DCATEJ ~rvour ~r~s SEALED INCLUDE SELECT FILL FOR BACKFILLING THIS v • INSTALL 6' D I A. ~ EXTENDED BASE 6' D I A. MANH MANHOLE JOHNSTQN STREET THE CAVITY LEFT BY REMOVING EX. SEWER. INC CAVITY IN BID ITEM N0. 20. ss'~XO~ ~L a • ti 0.0 ow • ~va~ eoaiJ CUT-IN MANHOLE F~O~"~ w-vi 's' r Z SE AL E 0 ~~~mixa ~~D 0 3. THE EX. 8" SEWER UNDER THE SOUTH MAIN STREE INCLUDE COST FOR PLUGGING AND ABANDONING TH EEL ENCASEMENT PIPE STREET SHALL BE PLUGGED AND ABANDONED EXTENDED BASE MANHOLE 80.00 L.F. 30.00"x0.312" STEEL E a THIS SECTION OF WITH 70 L.F. 18" D.I. CARRIER PI v MH STA. 0+08.03 GUARANTEED CROSSING VG THE EX. SEWER IN THE PRICE BID /'~Q' ER PIPE FOR PIPE. F- Y Z ~ D =42° 58' 21 " LT. EX. 8 SEWER SHALL REMAIN IN SERVICE 4. THE EX. 8" SEWER FROM SEWER LINE STA. 8+67. 6+67. 19' RT. TO 15+00 T+ z W ~ r SEALED SHALL BE REMOVED. INCLUDE IN THE BID PRICE PRICE a~ . ~ ~k r ~ Q~`~ w EXTENDED BASE 6' D~IA MANHOLE 0 OF PIPE. SELECT BACKFILL SHALL BE USED FOR D FOR BACKFILLING THE CAVITY L ~ ~ MH STA. 0+65.77 BY REMOVING EX. SEWER. INCLUDE SELECT FILL FILL FOR BACKFILLING THIS CAV ~Y I 2 ~ 200 '°;y. ~ ~~~~R ~ w oc C~ IN BID ITEM N0. 20. A,, i` ~ ~ ~ ~ is ~r. ' M CL L-Li (.D ° t AICTe~ ~ ti~w G~ n r n ri ~T_r u ?in~~uni c > 0 a. v.~~V ~~v v van• vvl ar• Inn1~11vLL :J. l.u1VIVGl. I CII. d JGIIrGR L 1IVtJ A I MI'1 J I A. 9tyy. ty y . y r ;~ju r'a~ Nom" AND REPLACE EX. 8" SEWER TO THE NEW MANHOLE. INCLUDE THE COST OF CO THE OLD LINES TO THE NEW MANHOLE IN THE BID JF CONNECTING F- F- 0 w TO WITH 18" DI PIPE @ 0.12y. BID COST OF PIPE. N ~ N THE COST OF PLUGGING AND ABANDONING THE EX. 8" SEWER N r W r ^ SHALL BE INCLUDED IN THE BID PRICE FOR PIPE 6. 100-YEAR FLOOD ELEVATION IS APPROXIMATELY 2 SOURCE: FEMA MAP 370098 0001 C, EFFECTIVE D - -•-.-a~ =LY 206 FEET. 7. STABILIZE AREA FROM MH STA. O+QO TO 0+75 WITH 80 S.Y. JUTE MATTING. ~ N w U EXTENDED BASE MANHOLE ~..---a- . - . - _ IVE DATE: MARCH 4. 1988. 3 ~ 3 F--~ ~n aao- _ . _ m _ _ _ N N N ~ _ Q----- LLJ Ld o ~ N _ ' ` _`.L ...--iV J.. _ _ _T _ _ c~ _ _ _ . 250 ~ 3 cc ~ 0 - - O O N z N O 240 _ _ _ _ - _ .._W . , - ~T.__ _ - _ --JA _ V, 3r. O W _ ------.A, 240 O C~ 0 w 2 3 0 - - - _ - - 230 W z 3 (n Op Q _ - - - - _ _ _ _ 2 ~ - - - N _ 220 O U 2 - - _ - - , __.y-. - - - - _ - W a Z o Q _ . - _ _ ~ 2 ~ ~ - - _ - - - - - U 210 ° > ° _ O - - - F- _ _ - - lf. 1aCATEl - - _ 3 _ _ _ _ _ _ _ _ . _ _ _ - - - - - W _ a N ~Itmt T - L - - - . _.fF - 200 r- ~r - ""_'__y... --p-~ 1-5-- DATE: MAY 2006 19 0 . - 190 TECHNICIAN: JAS - CHECKED BY: 5MM - REV ISION 18 0 - - _ - . _ _ - . _ _ - _ _ - - - o_r_ ~ - ~ 180 r...~ ~s - - _ - N0. DATA 17 0 _ . _ _ _ . _ _ _ _ _ - _ _ - - _ _ . _ .=aA=-- _ _ _ w _ _ _ _ ~ 170 m SCALES z _ _ _ _ _ 160 - - _ _ - Z _ _..----...._-u,-- _ _ --_.A_ _ _ - 160 HORIZ.: 50~ 3 ~ ~ ~ Q _ _._r. VERT.: 10 ~ PROD. N0. bIV. - --84501 A--1 ~ 150 i 150 SHEET N0. 2 avow, M7 -Z771~ Piik" Z < 0+p0 1+00 2+00 3+00 4+00 pmq DRAWING N . 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 X5+00 84501-002 M STA. -C~,-- 0+ 4.99 RIM EL ~ _..:.:==1~ _ 213 06 MH S TA . 21 +8 7.21 ~„~,,,a NOBLE STREET/SUNSET AVENUE OUTFACE SEWER ~ ' e D = 38° 36' 24" LT. ~E, N EX. MANHOLE SHALL BE LINE TEMPORARY DIVERSION DITCH 210 210 TCH MH STA. 26+39.44 REPLACED WITH NEW ~0' WITH CLASS ARIP-RAP 20' CONSTRUCTION EASE MH STA. 16+24.8g EX. 30' PERMANENT EAS O = 16° 40' 10" RT. LINE TEMPORARY DIVERSION DITCH EASEMENT w~ ~ 30 PERMAN 7' D I A. MANHOLE rF~co ~vcaE~ ERMANENT EASEMENT SEALED - C7 CONSTRUCTION EASEMENTS EXTENDED BASE 6' DIA. MANHOLE W W/ INTERIOR DROP 2-10' CON EASEMENT EXTENDED BASE MANHOLE ~wwaa+c~ EX. 8" SEWE 'CH ~F~D ~E' PLUG SEWER SEWER LINE TO BE ABANDONED ~p ~o~ 200 7.66 INANP EWER INVERTS AT THE EX. MANHOLE w~ ~ a EXTENDED BASE 6' DIA. MANHOLE WITH CLASS A RIP-RAP u"~D AS SHOWN. oarrAac was WN. INCLUDE PLUGGING INVERTS IN Q~ V PROPOSED TAR RIVER INTERCEPTOR SEWER rFieco toc~rE~ THE BID PR I D PRICE FOR PIPE. LINE TEMPORARY DIVERSION DITCH MH STA. 24+ ST#9 O = 9° 2D' S5 F`'~ ~ p SEALED 24+06.84 - - ~ 1 +00 J WITH SINGLE-SIDED NETTING .-°~~~AO MH STA. 27+43.73 ?D' S5" RT. ~ ~~R~ D = 7° 39' 43" LT. 3 ~ o W w WITH WHEAT STRAW ~r.~ar~vm aoRVirr ~ ae~roowEV~ ~f~n ~oc~rr~ - _._EXTENDED BA aeR~vm stw~ - ~ - - - - - - - - evE SEALED :D BAS D I A. MANHOL vE as ~ ~w ` TST#7 TST#8 . / EXTENDED BASE 6' DIA C O~ DIA MANHOLE ~ W o ~ rF~cv tacaFa - J, ..i p ~ ~ TST#6 ' ~ V g i~ ~ ~ PP ~ l t - - . ! _ ~ ~ 5~~1.,~ / f ...__USEA Qll. VAULT W ' - -ss----ss---- SS--- ss---=-3~= - . Q , 0 \ ~ d 0 O t!1 , SS a ~ ~ W y\ `i SS \ - v ,r~ ABAND~VED ~ ~ - - . - - - - ~ ~ _ _ f~ P1i061gIE'SS ENERGY aarwm ~w~w ''~r- ' ~ ~ ~ j \ a _ . cr~~,4r,~±c aaR.w - - - - - -~.QI.STALL GATE - ~ ~ ~ SSIAH N ~ ~ /dMl ELEY.8061~6 `W ELECTRAC ~ ca ss_,~ SUBSTATIbIV ~^s ~F rar} ~ S~ ~.~~LD l~ATE1 1. ~ ~ ~ ~ ~ ~ ELfGTRlC - - - - . . op 5 PP I ~ \ LINE TEMPORARY DIVERSION D I T OP TRANSMISSION V DITCH - - Q NYI:AV 19~f L LIB op ; , ~~~ss ~p~, ~P~~'~'~`~"~-pP a~ ~ ~ ~yE___,~__ WITH SINGLE-SIDED NETTING NG O SSW/ Nw.lN I8I51 RMI ELEY.~6/J L~-v _ PP .d? /97'.x/ o ' aw.~v ~ ~ ` nrvovr r,~s.~ ~ /M:IN BQI~ ~ ATE \ ~ i APP LINE TEMPORARY DIVERSION 0 I TCH ~ , - , = - - - ' - i`~_ ,~Q'...-~"PERMANENT~~ ,-w~i~,,o_ +'do do WITH SINGLE-SIDED NETTING r~' ' ~ Ss SEMENT - - - - _ _ ~cECrRrc ~ ~~-.r \ ~ ' ~ ' QR~/E_L ~ c ~ N , ~ \ ~ ' ~L_. ENO OF Pfl1EMEXT o ~ r WITH WHEAT STRAW % s a~ i ,i. a~ -~-SHE'D MH STA. 22+30.43 % t ~ PPS -SHED - -sHEp D = 47° 07' 47" RT ~ \ T Lc PP \ ~ area PLUG ` ~ ~ ~ T S T# 10 ,L.. • EXTENDED BASE MANHOLES ~`ti: ~ 'GRII/£L ~ ~ ~ ~ ~ sS ~ ~ RMI ELE1:8iGm~ ~ ` ~ . ~ EX. 8" SEWER SHALL BE REMOVED~`~, \_~~,m,~,~ 6' DIA. MANHOLE ~ ftNl ELtY.809~36 / INCLUDE IN BID PRICE FOR PIPE. ~E~ -LINE TEMPORARY DIVERSION DITCH \ r~~ ~ WITH SINGLE-SIDED NETTING -o WITH WHEAT STRAW '4`„'\ \ ,~,\GYV.OUr ffiI~?1 `'SSSINI'/,~Eis~, O N ~F ~~lUlS~4URC~ ~~F\ \ ~ ,-~`P~J PLUG a err aev.~cu~ ~ • O' MH STA. 18+55.91 LINE TEMPORARY DIVERSION DITCH p . 4°10'56" LT. EcEGrR~c ~~,1 6~, ~xcar ~oeeis ~ f "~~~p~ r' ~~t~ ~y~' .~w,m-ER IM40ur 8~1 . ~O •~`g~•ittOllNQi.tlCltr~All, ` WITH SINGLE-SIDED NETTING ~s ~.~s EX. 8" SEWER SHALL REMAIN IN SERVICE FROM PP sUa'r THE CONNECTION POINT AT MH STA. 21+87.21 SUb'ST'ATK3N \ ~.Y/' oN G/r ~~~f,E RECEAS,E vAtvE ~ ,r Al; . . ea`~ v WITH WHEAT STRAW EXTENDED BASE 6' DIA. MANHOLE 1 ~ ~c % THIS SEWER SHALL BE CONNECTED TO THE NEW ~ \ ~,~~~G ~ aw.our ~ 30' PERMA n~ ~ ~ i SEWER AT MH STA. 21 +87.21. o~ 'ERMANENT EASEMENT 4`•~ ix L INCLUDE THE COST OF CONNECTING THE EX. 8" SEWER ~ care care cRaT~ Fetv.~~.~ WATER TANK IAN.OUI' P.11911 ~ I fob -1 z 0 TO THE NEW MANHOLE IN THE BID PRICE FOR PIPE. 0 too= PP r' GRAVEL GATE ~r'~ G`R/WEL ~ ~ ~PM//1' .SI•M~ER WETLAND IMPACTS NnrFS- a ~ 1. SELECT FILL SHALL HALL BE USED WHEN BACKFILLING THE EXCAVATED TRENCH s`' ~ ; ' MH STA. 29+54.80= ~o , AND EXTRA BEDDING DING STONE SHALL BE USED FROM SEWER LINE STA. 24+35 TO 27+83• Y NN N ~~~~,f MH STA. 0+00.00 ~ NOBLE STREET/ BEET/ Ln TEMPORARY IMPACTS = 0.03 ACRES NOBLE/SUNSET OUTFACE SEWER ~v.~r Boren SUNSET AVENUE VENUE OUTFALL SEWER ~ PERMANENT IMPACTS = 0.01 ACRES 2. SELECT FILL SHALL z .HALL BE USED WHEN FILLING THE CAVITY LEFT FROM REMOVING ~ ~ pavF~ i ~ O = 19 ° 3 7' 4 8 " R T . a~vaR eo?a~ CFA 7' D I A. MANHOLE W/ INTERIOR DROP SEE PROFILE I ~ ~.,ss ~ REMOVE EX. 8" SEWER FROM CONCRETE PAD TO NOBLE STREET/SUNSET CONNECTION. THE COST OF REMOVING THE 8" SEWER SHALL BE INCLU PRICE BID FOR PIPE . ~ z z ILE IN ABOVE INSERT w w o THE EX. 8" SEWER. :WER. THE COST OF SELECT FILL SHALL BE INCLUDED IN BID ~ ~ N W ISET AVENUE OUTFALL > > Y ITEM 20. NCLUDED IN THE ° w Ix 0 ate. M c ~ 3. THE 1 C1[l-YFeR FI M M FI Mn PI ATN FI FVATiftAl TC AI~DI~f1YT\IATCI v Inc rccT r~. w > ter. n. v~• av r~~ ~ ~~vr~a~~nlLL.l GVV rGGI rvtw 6-INCH SERVICE LINE a ~ : . ° SOURCE: FEMA MAP w . MAP 370098 0001 C. EFFECTIVE DATE: MARCH 4. 1988. FROM EX. MANHOLE TO MH STA. 27+43.7 ~ 4~'"'~ 113 il Ld 3.0y. SLOPE ~T' F- 0 V) V) 4. INSTALL ANTI-SEEP _rn s~__ _ _ . s~ - -SEEPAGE COLLAR AT SEWER LINE STA. 24+36 AND 24+61. INCLUDE NEW 6-INCH SERVICE LINE IN BID ITEM N0. 2a N ucin 1. rr STR -POIV~ V) PLUG EXISTING INVERTS TO EX. SEWER LINE no- F- o-e W V, INCLUDE PLUGGING INVERTS IN THE PRICE BID FOR THE 6-INCH PIPE w N W _ _ _ _ - . a-_ _ -a ca- - --,-_-~r. - - - ---~o - . ~ -a~-_-.---- f._ ---_._ao. N ~ 5 5 - .__----f _ ' - --ti _ _ - - 255 a 3 ~ O - -------car - 0 _ _ - - w._ _ _ N oN °o _ ~ y~ I.-- p W _ . C--_ 0 245 0 w - 2 3 5 - - - - Z 235 ~ 3 3 0° w - - in o Q p . _ _ _ cr. 25 F-- - - _ - y 225 z a w - ~ _ _ _ _ T. a _ _ . _ _ w _ ~ ~ 5 - ~ 0 cr z U Op U W cr O _ _ F- _ _ ln 215 AGL - ~ ---..Y _ ~LU_ flElQ.. EJ . 3 _ _ _ ~ a w - _y---- 05 _ - _ T___._ 2051 _ -I_-' _ - _ _..lf.~D E7 _ ~ ~to - - - - . - - u. _ - .r~,~_ DATE: MAY 2006 19 5 .~=-=_z, .29' ...15 . ~~.-,3 ~-:-a~- . _-~-g_ --P~~ ~T ~G-- 185 - 175 - _ - 195 TECHNICIAN: JAS - _ _ _ - - _ _..i.__ CHECKED BY: tMM T___ --T. _ --t-_---- _ T_.___ . ~ _ .A REVISIONS -m --m ^18 5 _ _ ~ T.._~_ . We DAVE -.--try T-- - - ~ 175 mm"mv w m Z _ _ _ 165 Z _ - . _ _ _ _ _ SCALES 165 HORIZ.: 1" = 50' - - - - - - - z- i cr- w NNW PROJ . N0. d I V. - 84501 A~1 ~ 155 - - too 155 SHEET N0. - 3 DRAWING Nb. Ail ~ 15+00 16+00 17+00 18+00 19+00 +00 20+00 2_1+00 22-+00-- 23+00 24+00 25+00 26+00 27+00 28+00-- - 29+00 3 30+00 8 ~ 36 t2 P IPE SE CTIONS I I 18 1 PIP ES ECIT ON ~ • , .2 • FLOW , PLAIN END/F LANGED SECTION FLAN GED/BELL SECTION r U Z . C ~ REST LA RA S I 5 I+IED J O S D INT UGT IL E NP IP E CONTRACTOR SHALL USE ' • Iw~GA-LUG SEA I ES 1100 t,t1' ~ i LL ' U7 v NOTE: I l CL 0' 1" = 10' • SE P E E I R DETA I l i SH EET 26 t E In CD LLI rN~ i W I,,,r 1 . ' ~ . . / . in cif) o . k.. r ~ ~i`~ f ~ 11 cc 1 cr "C+' 1, 1 1 + 1 , mc cr 1 _ ~ fF1F1.~ ~.f~:~ll'F~ ' 1 ~ 1 ~ 1 cr E W ~ ^ 1 II + 1 1 1 1 1 1 ~ a a c L N 1 1 1 ~ z co y. { • ~ ~ ' ' ' • ~ ~ ' 1 r 1 ~ ~ 1 ' • / 1 W to co . ~ v~ i ' ' ~ ~ 1 k~~, 1;•( ti.. 1 ,J'. ,gip N . ~~I~~',.,~..,,. ' _ ~ / 1 1 ~ 1 1 ~ ~ 1 i 1 1 1 1 ~ , 1 • ~ 1 a, 5. , ti 5 fir'{ Y~ f i 5 J`~ .1' . ~,f .,,'...,i.r.: , ~ r.(..~ S''~~ 1.,1,1.*,~. 1. a' ~ `J4 T~'~,i ~.,t.. / 1 1 1 1 1 1 / 1 / • , 1 ( 1 ujQW4 or o , , , - 1..,r-,, ~ 1 ~ ~ , ..ty1, r'1 1.,..1,.,1" rr , . ~ , 1 1 1 ~ • w J//~yy/am~~~ ~rV~ ~ 1 1 / . ~ • • ~r1/ ~ / 1 • • / 11 1~ • 1 oar • • .Y 5 ~ 6!I 1i 1 'N., . ~y 0 . ~ 1 Riw y.X.~,. I~ -ti ~ ' 1 cr oU Q ~ ~ 1. ~ x ~ ~ ~ 1 ,y, ti.~..., ~ ~ ~ 1 t. I /l ~ Q I 5 ' a ~ ,i 1 0 M + • I.A.! a.., 1 _a I ' m. _ +.,w,,. ` ~M....~,,.. ~ w., ~ I ` , 5 ,,J i 1'.~ ~ `r ~ , " 'i ~ 5 ''4 , ''x ~ ~ ~ ~ O • _ _ r~. r ~ c" 'y- E 5 ~i ~ rt ~ 5 1. 11 t 5 r , 1 • • . { ~,c z. . ~ ~ t ~.1 ti`, ~ ~ ' 5 ,~'F, ~ ' r'• - - - ~ o 1 + - o • ~yy ~ , ~ , , ~ - ~ 0 / - ,I Qa , t. ~ Qj~ -~.,..~.M.....,. 5 ,,4 , ~ 1 M1 5•~ ~ .tip, ~ 1 ~ OFD c..r - • - ~1' 6RAt~E! C14NE , , ~ 'i1i ..5 a „r,T,,.~„ ' ~ . t, y ''r' ~.x P ~ C::~''~: ~z- ..~K . . ~ 1 t • v''~ ?r ~5 lye 1 ,5 ' 1 Ap ~ _ n - Uhf ~ r 1 1 ,``f ~ 1 ~ ,r. ~ ~..r _ ,,(i~ 1. i ti J r I P r , , 1 1 ~ +f.~ 1. 1 n ~ ~ J IP f P ~ 0. l~ , . ESS ,s 1, S ~r 3 5 1 ~ r~ i~ ENE ~ ~'II ~ 50, Rely , i' ~ ~ - - - ----•.r ~ ~ ~ ' ~ r - • - . 1 1 ~ ~ r ~ k i`~~ ~tldLl~,~NC~ ~ 1 y ~ } ilk, ~ S / 5 '1 ~ , i J 1 1 ~ 5 i ~ ~ ; t ~ \ _ 1 .r'' / ~5 Y 1, 1 '~1 •w. E:^ :t 1 4 ~ p / { ~I/ 4 ~ - t ~ . roN~CR~ E •'0., o 1 ~ , t r ~ , ~ 5 .:r • t ' t I , ~ ~ ~ - , ~ E ~ t, 1 ,5 ~ 'L, A I'li' - 0 ~ lI i ~ i • • 1 ~-~'P~+4517C PIPE ~ ` 541; O 1 5 1 t ' ,5, , 1ST' ,1~, 15.. .C, rI'~ 1 ~ 11C' ? } ^ ~ H ~1, ~ ~ '-1. '1r ~?r~~/1f` is ' I 4:1~i....~~IfU ' ~ PLA57'I~ PIPE ~ fF1E~f1 A~"Ea ~ u ti _ o ,team r• 1 i ~ ~ /E{ 0 ~ ~ ~ i ~ l~ 1, ~ ~ t'' w, 5.•' , , ~5 ,•1 ~,,''s ~ 0 , ~I L1 ,~RMA~'~' :~R~'f DIA. MANHOLE 1 ~ ~ ~ , I~,! ~ 1 ~ 'ii ~ ~ ~ ~ ~ 1 1 ~ 1 I 1 ,1. i ~ ~ f • ~ V) W ~ YS ,l 5 5 ' 1 ~ , 1 I ~ . 1 ~ 1 A~'H! 1C f .,7 FIFt,~ z z w w ` X v'~ 1~ t i k ~ ~'~~'~t..dJ , w cn w l 1 ~ .i' ,s' 1 II ~ ' 5 ~ ~ ; ~ ~ v~ ~ • ~ I r`" > z o O 5 t" ~ i ~ ~ 1 1 ~ ~ ~ y~ rn Sw /w ~ ~ ~ SFWFR F C~~ITRer_rn~ 1 1 I IS ~ ~ e I ~ 1 1 1 L1 A V C A ^ ~ C C T n ~ n ~ ~ t ~ f1 I 1 f1 A A 1 1 1~ w w ~ . ~ ~ ~ ~ _ , y _•i ? 1; . _ ~i ~ . 1.,:_ h, r,, ' SEE SHEET N0. 10 ; 3. THE 100'-YEARvFL I SOURCE: FEMA M ~ I I, ~ 4. GATE SHALL BE I ~ ~ 5. ANTI-SEEPAGE CO I I iinrc r1Vl~GJJ ~u LuU1JDUKl~ I:ULLt(it rALiLITIES r/ ,ty 't'~ j~ tl j11 '~v/ 1 rl{v ~,v 1 AR FLOOD ELEVATION IS APPROXIMATELY 207 FEET ~ ~ r i w ~ W J ,,'t y 1 .MA MAP 370 k y ~ ~ i~ 098 0001 C. EFFECTIVE DATE. MARCH 4, 1988. ~ ~ ~ F- 0 `I K t i~ \ ~r \ ~ BE INSTALLED TO SPAN BETWEEN NATURAL BARRIERS. SUCH AS TREES. a~ k r.~ GE COLLAR SHALL BE INSTALLED AT SEWER LINE STA. 30+84. ,iK , . 11 ,t ~ ~ 1 i ~ ~ ,t ~ ~1 r r 't`, r~` 1 ~ \ ~ rl.t cn w ~ •Q 0-e U V) w 3 r 3 1----1 _ .a: a......_ . _ _ ,.....c~ _ a.. . .........w... _ ~ . o_.__ _ _ ~ _ _ _ in_ _ - - - ~ - a - . . ...~o ."Jt ' ~y~ . _.....__~y . ti..._.. _ - o - .ti_ _ _ _ N `n N LLJ ~ Z cv . ~ - y------ - _ _ _ . - - - N- - _ - . - _ - - d' ~ _ . _ _ _ __ua vx... _ .__.~--a---._ _ - # _ LLJ o __....,n.a1._ 245 a Q _ . _ . _ OD _ . . _ N _ _ _ ~v7 _.a_ _ _ _ _ - - - _I~ _ _ o - e% 3m cr st .J..... _ _ _ J..- _ _ _ _ _ . ~ _ _ _ _ - - - - - . er _ _ _ _ . _ _ _ D W.. . _ W.._... _ w - _ . _ J.- - - - - - _ _ s(J _ ~ _ - _.....lL! ~ W. _ _ . - _ _ _ _~...W._._... - ~ _ _ _ l- W ~ - - - - - . _ _ l- W _ _ _ ~ W _ ~4 _ fr._.. W . 235 N w . W.----- C~ _ _ Z _ ~ 225 Q _ _ _ . ~ _ _ ~ - . _ _ _ ...,._...r... . ~ t c~ _ _ . _.._11.... v. 2151 z a o E,,r o W _ . _ f.-- , r..._..,.._..._......_........... ,.._...__......w _ _....,........__.w Q _ d Cr O 1-- 01 W r~_......._~. 1 . _r... ~,.._..~w.._ T cr z U ' ._..._t._ ,r~_,_..,_..,...._....... _ _ , A - - ~ - - - O _ o w cr. 205 o ~ M .i.. .n _ - 137. ~ 6 L.. ...a.. fib.. ~_5 _ _ _ D ___W.... .r __fif6.T 1'S~" PIPE _D:157t.. 19:98 'FS--~ PYC- IPE--~ 13'x- . , - - - - ~ -IF . _ - _ _ f - ~y.. 3 W . Q Q to _ _ _ _ _ _ a..._ _ _ - 195 _ i __._._...._v~.._...._.....r~_._,. _.....r._...._.... _ __._w.. _ ..,.._W... , , I V. _ ~j - .V, _ DATE: MAY 2006 - - - 185 TECHNICIAN: JAS . trl__ _ _ _ _ tom--- _ _ _ _ - _ - CHECKED BY: SMM _ _ _ J..... _ _ _ REVISIONS _ . T _..._~._r..__ . 175 eJ__ ~ We DATE _ _ ....N. _ _ _ 165 ~ . _T_,.____._. W _ . _ _ . _ . _ . - _ m _ _ .__J--....___.. z _ _ _ . ~w_..... _ _ ..w C7 _ t~.___ _ _ _ _.___.e. _.~~._V _ _ - - o-----_ _ _ - SCALES Z . _ . . _ _ . _ _ _ _....M _ . _ . . F--a _ . ~ ~ _,ar_ _ V. _ . _.,.........w........_ Q . _ ' _ _ Y 155 HORIZ.: 1" 50' ~y V ~ r N ~ V~ r _i_ i'.._.. VERT9: 101 o _ -.o~_.. PROJ. N0. DIV. 145 -PER pq - - - - pow- - 84501 A--&1 er----. - 145 SHEET N0: ~ 30+00 31+00 32+00 33+00 34+00 Pool- Isar DRAWING NO* 1-00 35+00 36+00 37+00 38+00 39+00 H~P"- 40+00 41+00 42+00 43+00 44+00 45 45+00 84501-004 ~ ~,P\ ~ ; ~ ~ ~n. ~ \ ` / ' I / i ~ ! ti f 4 ~ \ 'G` K / ~ r \ • . ~ 1 ~ uVAMP r l 1 ` ~ . N \ / V ` Z I / f ~ y. i • I I 1 1 .y ~ I ~ C) 1 ,r •'r' ~ ~ ~ ~,f . , - - . / _ x.. w ' 1 i ~ ' . , ~.I ~ v ~ i 10'x20' CONSTRUCTION EASEMENT r a: a LL ~ ! , • i , L~- " 4 TRANSMlSS10N PoLE ..___.a~-'-=.'-`-~t ~ o ~ - - - - • . . . 10'x20' CONSTRUCTION EASEMENT 1 ~ c~ ~r 10'X45' CONSTRUCTION EASEMENT 1 I , / 1 1 TST#19 20'x25' CONSTRUCTION EASEMENT MENT can 1 1 ~ , ~ INE TEMPORARY DIVERSION DITCH,, Oli M / ~ ~ ~ 1 I ~ I 1 1 ' / 4 WITH DOUBLE-SIDED COCONUT > W-4 c V .Q I ~ ° ~ ~ TST#18 =IBER BLANKET E ~ , • , - ' X ' ~ ' r N W a , ~ - ~ ~ ~ TST#20 I W ~ ~ ~ , a W~ o' ~ , ~ ~ , f~ ` ` ' ` \ ~ ~ w c- ~c ~ ~ ~ , I Q ~ , , OVERHEAf1 ELEL7'R/CAC LINES 1 . (FIELD LACATEI 4 ~ I~ ar cr a, 0 ' ~ ~ , ~ " ` ~ J_ ~ oc ~ . ~ ~ ~ 0,~ I , W ' ~ / . ' O ~ ~ ' ? ~ , MH STA. 57+48.64 ` ~ , o - a O = 22° 54' S8" RT. A ~ GRAVEL , / 1 EXTENDED BASE 6' DIA. MANHOLE v~~ 1 _ , / / / 4 / / j/~ o ' ~o , ~r $ / LINE TEMPORARY DIVERSION DITCH e ~ ~ , , 1 WITH SINGLE-SIDED NETTING ti.. I I ~ , ;~x, WITH WHEAT STRAW • ~ ~ ~ I nn__ ~ ~ / `N I ~ ~ / ~ / MH STA. 53+68.25 WIT -LINE TEMPORARY DIVERSION DITCH 'w' ? ~t r ...r . , ~ / D= 16°56'06" RT. WIT WITH SINGLE-SIDED NETTING LINE TEMPORARY DIVERSION DITCH WITH WHEAT STRAW WITH CLASS ARIP-RAP I ~....~:y ~ I ~ ~ ~ i ~ j/ EXTENDED BASE 6' D I A. MANHOLE ~ ~ DA ~ • 1 _,r ` ' ' 1 , ~r , ~ I / ~ / LINE TEMPORiARY DIVERSION DITCH MH STA. 59+52.81 ~~a"'~' A,~ ie.Trr.~. ..sue v ~sa•::+?gw ~ , ~ \ , ' I P ~ / WITH DOUBLE;-SIDED COCONUT ~ PROPOSED TAR RIVER INTERCEPTOR SEWER O = 5° 27' 34" RT. Aik a,~ \ , ~ \ ~ FIBER BLANKET EXTENDED BASE 6' DIA. MANHOLE ~ , \ , ~ , wit. • : \ , , ~ ~ ~ ~ / MH STA. 51+18.86 INSTALL GATE i~•~1 r",yr~r zc ~ \ a ..t ~ D - 5° 27' S2" RT. SEE NOTE N0. 4 , ; F - - s \ , s ~ ~ 7' DIA. MANHOLE . \ F y F - \ \ / \ ~ • Z , O ...c:, \ \ , `-TRAN5YlSSRJAI TOW£R ~QT E S • srw~t''~5:?%d ~~r~.¢'t I--- ~A INSTALL GATE 1. THE 100-YEAR FLOOD ELEVATION I SEE NOTE N0. 4 SOURCE: FEMA MAP 370098 0001C: 2-10' CONSTRUCTION EASEMENTS +t';i~ e ~ \ , Q 0 / a \ ~ ~M U ~ ~ \ f ON I S APPROXIMATELY 207 FEET. WETLAND IMPACTS ~i'~~:~~-,~, IC: EFFECTIVE DATE: MARCH 4. 1988. 1-~ \ ~ .b LL ` e:+~~ U-J V) V) ~--i ~ •'l '"~r 2. THE TRANSMISSION TOWER SHALL N 4LL NOT BE DISTURBED AT ANY TIME. TEIu~ORARY IMPACTS = 0.12 ACRES ~ PERMANENT IMPACTS = 0.03 ACRES _ BE INSTALLED AT APPROXIMATELY ~ l Z t • ~ W w W z " w V) w Q 0 I 11 ..Q ~ ~ ?-.a f ,...c 3. ANTI-SEEPAGE COLLARS SHALL BE STA. 47+82. 48+32 AND 48+82. 10- > r Y JHOLE 30' PERMANENT EASEMENT O w 0 c r. ,Q O . 2 a. wm(~ i m } 4. GATE SHALL BE INSTALLED TO SPA BARRIERS, SUCH AS TREES. o J ~ SPAN BETWEEN NATURAL t i.(_. r~ x 0 ~ 5. THE PROGRESS ENERGY, INC. RIGH y (n (n NON cr. m WITH SELECT FILL. INCLUDE COST O RIGHT-OF-WAY SHALL BE BACKFILLED W Un )ST OF SELECT FILL IN BID ITEM N0. 20. cr. cr 3 ~ 3 I---I _.AA cr V) 60 - - 50 _ - - - 260 a a ~ ~ ~ cc ~ O IV 0 vai ° o z N O ~ 3 O W 250 ° w 40 - _ - - 240 cr. - - z - - - 3 0 0 3 W - V) O Q cr T O N 230 o w to o S H W _ a w o a ~ Z o V O ¢ 2 ~ _ U 220 0 W O _ F _ V1 3 i W a ~ ~ N ~ 2 ~ ~ . _ - _ . 210 - ~ _ _ i 2~~ ~ ...L • e DATE: APR. 2t704 200 TECHNICIAN: JAS CHECKED BY: 5MM REVISIONS 190 - - _ _ 190 We DATE 180 180 m SCALES Z 170 - - - - _ z - 170 HORIZ.: 1" ~ 50' 3 - _ _ - ~ - _ VERT.: it, ~ 10' a cr- - - IV IT I PROJ. N0. DIV. a 160 Ion loo- PUR T"w 84501 A-1 160 SHEET N0. 5 IF Z _ rmmg PER DRAWING N0. ~ 45+00 46+00 47+00 48+00 49+00 +00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60 60+00 84501-0~0-5 ....tit..., ~ . _ ~ - \ y ~ r ~ w. r w-{.~,. ~E ~ ~ ~ ~ ~ , i . - _ ~ r r ~ n~. e. ~ ~ ~ `~r~ - \ ~ I " 11 ,I ~1 ~y ~~4 lI 1 y 1 ~ ~ ~ (vim ` ~4 J 1 ~ i~:! N "7 ' w ~ ~ ~ i , ~ ~ ~~~~~ti ~ ~ r~ ~ - ~ " - - ~ 25' x25' CONSTRUCTION EASEMENT ~ Y ~ ~ y1 . Cl) ~ % I / r , _ 20 x20 CONSTRUCTION EASEMENT ` 1 \ ~ i '4~'' ~.r' ,h \ ~ ~ i .h (+~r ~ 1 n 7 J 7p. \ r,~~ \ ~ \ t r,~r,, iy, A„ Aly Z ..,,,y ~ r tip:- : - - LINE TEMPORARY DIVERSION DITCH ~~~~'s' - WITH SINGLE-SIDED NETTING ~ , ~ ~ M•i F'!5~ y , r,~ ,N.. C) r ~ 1 r ~ / f •r"7__ ~ ~ ~ WITH WHEAT STRAW TST \ \ c'~, w / ' ~ TST#21 dP% / / ' ~ i r ~ \ ~ ~ J 1. 1 r y b~' ~ J ~ ~ ,fM r' / / `l!~ a r i ws Lb K' ~ ~ ~ 1 - - - - - - ~UNONN. 1 or ~ ~ r ..~......j.. ~ ,w / / . W~~D 8 \ \ w, ~ ,N \ \ LIU , , t' J cn to r ! r ..r ~ ~ l ~ ~ w.,r cc 16 1 r$ w Q• i ~ / r ~ 'j 1 / LINE TEMPORARY DIVERSION DITCH . I~ ~ 1 ~ ~ ~ 1 W4 I ~ `fF ff I i , ~ t ` , ~ M, ~ !+0 w Q' E cr ! ~ ~ ! ) r' "_4... I / ~ WITH WHEATESTRAWD NETTING MH STA. 69+19.76 1 ~ ~ tiW 1~+ • \ ~"r c c~ y j AI ~ ~ "r • 1 ~ / ~ + ~ ~V~~. w +1 I ~ ~ 1 ` ` ! a - W N . / , , . ~ O j ~ % . ~ MH STA. 65+24.20 4' DIA. MANHOLE ~ D = 54° 15' 58" RT. \ / 6' DIA. MANHOLE + ~ ~ \ F-- W W ...,..,r,.M..r.. . ~ ~ ' i r , ~ , " r ` \ Q CJ to w ~ ~ i ~ r --r °t... i "y \ ~ ` ui W i C' II ~ - ~ . 4 ~ __7T ~ • i I' ~ ~ O a. ~ r ~ Q ~b~ ~ ! i I ; / , ..J.. r ~ / / ~ ',LINE TEMPORARY DIVERSION DITCH \ cr- D r ~ , I• ~ % ~ ~ ~j~~ WITH DOUBLE-SIDED COCONUT FIBER BLANKET \ ` ~ ~ ~ ~ U r-r 1 ~ i W ~ I I I i / / ` ~ ...y \ ~ t ' 1 m f I I i d i i ~ ~ ` ~ 1 ~ ~ ~ ~ / ~ ~ / I ~ ~ ~ ! } 1 , ~ 1 1 1 ~ S ~ ! 14 ~ . ~ ~ ! II - I I , , l ~ , ~ , f i ~ I I ' , PROPOSED 15" INTERCEPTOR SEWER ~ ~ ~ ' ~ i i ~ / i ? r, r I I' C .a, ~ r ~ f ~ ~ I ~ ' ~ .r ~ ' I ~ ~ ~ ~ ' / " "r" . ~ ~ / ..r.., + -.~-,--Y .i; r , , ..,.,~.w ~ I " ~ ~ ( r ~ , s +w r ~ I :.i / 2-10' CONSTRUCTION EASEMENTS ~ * ~ ~ ff Wit.: - I i ..,,f. .1 • ~ ..l~. f f - ' I j ' ~ w A I JJ ~ ~ ~ , 1 ` ~ l ~ ~ ..I 1 1 • I . • • I ~ I / ~ r~~• ~ I ~ J ¦ • ~ ~ I I • • r ~ / • a • . I 30' PERMANENT EASEMENT ~V E T L AND I M P A C T S ~ 1 r i / ~ ~ l~ ~ r .r.. •1-•. . j I I - f y ~ 1 ~i, I i ...1 , f r 1 ~ ~ i I Y~ . I I 1 i / ' TEMPORARY IMPACTS = 0.03 ACRES r ( ~ ~ '"Y ~ w .w., ~ / T / r • w I I -~1 • ~ ~ 1 T' ~ PERMANENT IMPACTS = 0.01 ACRES i , , J 1 ~ ~ ~ / ~ ~ ~ ~ 1 ~ ~v ~ ` I I J .I ~ ~ ~r .Y 1 I i r o ~ N ~ - f ~ .I y,i ~ I i I i ~-MH STA. 62+30.45 f , ~ ~ I i I ~ ~ i r, i i ARCHEOLOGICAL i 6' DIA MANHOLE i SITE • ~ , 1f l ~ I I \ 1 Z ' 0 ~ I f--~ ~ I ~ ~ I ~ / 1 I~ .~ti7 ~ p+. ' 1 ~ / • Q ~ U ~ I PROPOSED TAR RIVER INTERCEPTOR SEWER 1 ~ ~ ~ • ~ ~ ~ ~ • ~ j ~ ~ ~ • ? • ~ ~ 7 V) / ~ ~ ~ ~ ~ ~ • " ~ ~ , ~ ~ " I • ~ ~ ~ ~ ~ , ~ • Z Z ~ , ~ ~ " ~ J ~ .,t • ' • ~ W Z ~ I W I ~InTF s ` Y f ~ ~ • • ` ' • . UWD SIN ~ 4 , ~ ~ ~ W N W > D f--i , " 1 , ' ~ ~ Z O 0 CL Poo W cr , Q- W CD I 1. THE 100-YEAR FLOOD PLAIN ELEVATION ALQNG ALLEN'S CREEK IS APPROXIM 209 FEET. ~ ~ ~ i " 1 ~ Ii m x I O I . " ~ ~ ~y~~ ~ ~ ~ \ ~ p / / / w • ~ ~ / ~ LINE TEMPORA WITH SINGLE- `l Srq, ~ 60 . ~ ~ ~ WITH WHEAT S 2 6 5 - ~PORARY DIVERSION DITCH t` \ • V) V) cr- JGLE-SIDED NETTING :AT STRAW m N ~ N w Q w i V) 3 } 3 F--1 cr V) 265 a a ~ c) ~ 0 ai 00 V) z N O v 3 5 5 - - - - O W 255 N ~ w 45 245 cr. 3 0 z N 3 a O N H ti ° 235 235 o v 0 cr. z a U Q w cr T 2 5 225 o j t0C U ~ Q O - - N Q N H 3 - W _ - - > 215 215 DATE: APR. X004 1-3 205 - , - 205 TECHNICIAN: JAS CHECKED BY: SMM REVISIONS 195 19 5 - - - - N0. DATE 185 185 w m SCALES ~ Z - - - _ - - - 175 175 HORIZ.: 1 " ~ 50' z ~ _ T i--~ - VERT.: 1" ~ 10' PROJ. N09 dTV. ~ v v %Nor 1635 A-1 low 165 165 SHEET N0. 6 -a, low DRAWING N'0. Z ~ 60+00 61+00 62+00 63+00 64+OC 14+00 65+00 66+90 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 1635010-06 ' ; ' ~ ~ • • . i. ~ 'I • • • .i, , t + • ~ • I 1 ~ • ~ ~ i ~ I, • ~ • . I., i ~ I , t1.. ..1 ' • r! N ' ..l 1 ~ . 4 I.. ~ i • 1 ~ i i t 4 ~ I t r , ~ 1.. - t l . • . ~ ~ ~ ~ ~ t . 1 i, ....i•f ~ i ~ ..i. 1 • _ p I 11 )F EDGEWOOD DRIVE i . _ .1' ~ , ; • ' .}.l ~ . ~ C t - ~ 1+.~ ~I ...i ; . i... 1 t ~ ~ ~ ~ i i I I I : , ~ i I t4. i; i..... } t t I I a _1 ti , i ~ , } } 11 • _AID , J s ~ ~ , I { ..t. . ~ , i fi ~ _ .1 ` • ~ • • _ •'.•J ~......i,.~ 0 • I I ~ } ~ r .,I 4 . i . ; 1 ' i 1 1 , .j • _ p I I! i ~ ~ ~ 1i ~ w~.-.. _ ...r...~y/ w _..T s. , , ~ s 1 i I ' ~ 1 I I I y I ~ ti , . 1..- , ; ' r r , ~ 1 . ~ ~ .a.... I ~ ~ ~ .,.I...... i I I ~ / t ~ , .y i ~ I w ~ ~ _ t.... 4m - , I E i, i t I • I ~ ~ • • ~ ~ ~ ~ ~ T. i ~ ....._F i l ~ I , .....~~r.. 1 F......w ~ r ~ St 1 •l.. • 1y II "11 ac x a I } ~ I, ~ 1. ~ i -i- 1 t f .y . 1. ......1 8 • ,....1,•. ~ - c , 1,.,. I - "ti i ...,q..- l - I ~ t ~ I. . y ~ . r , . I i ` ...E t 1 , t~ I ~ •.t ..~.C' ,r I ~ r r + 14^° ..~!1~.. r .i ~ y r r o. (r , I ' , 1..I { .1. ! 4 ~ , ~ s , f T I ~ , t. ~...i-•• l~ 1 ~ 4 ~ 1, 1 i j.....1 1 ~ _ ; v ~ . . o I l~ , - ~ ..f.. it . ,..4,,.r.- - ~ ~ 11 I . 11 I • 1' { 1 ~4+ r 1 ~ ~ cm W N )TE NO e 4 tl) co i~ ' i 1 I • , , ~ r ~ - ~ , , , , I , ,r;. . _ , ( r,i•.i y 1 ~ , 1•~' I I ? W' . ,r.. 1 ~ ....r.. ~ 1 ~ ,...V , coo , , . . ~ I ! , ( ~ I' I . i.• • l 1 • ~ •':.:w Y ~ t ~ ~ t 1 T ...1... ..I. I, .r , ~ ..r•- ao ~ ' { ~ ~ r.. ~ ~ 1 1 r _ - .i 1 1 1 ~ t , 4 ..,k~ , 1 I ; 1 ~ IW , t t ~ ! t 4 ; `t ,.s... .v- t , . 1 ~ . . i f( 1 t ~ _ .1,.»Y. ~ ~ ,~.....a , i ~ ~ . M.. ~v t • 1 t ~ 1 1 4 } } ~ 1 r .1.. ~ , ...y.. ~ . 1 i ~ I I ~ ~ I r-. 4 4 ' .r.. ~ ~ . t ~ . j, •O > i..... • _r ~ 1 - . J ~ t , r I ~ . 1 ~ , ~ , , i y j ~ i ~ ~ ' 3 . - ~ i I , r r } , ..j , ! ~ . , 1 I " ~ , i ~ 1 , 1 , .f .a r ~ y . i ~ . . 1 ' ~ . . I ...y I , , ~ i I . i ...s I . r 1., r . 1 f ~ s... ~ ~ t{ ~ ...F ~ 4 ~ I t~ , ~ - 1 , 1 4 r•~"'" 4 ' . i I - ._.r. , . , . ! i j I 1 a... ~ tr....~ i ~ 1 j i r....~- i.w I 1 l )6 'd1S I o ~ ac -~---F - W N ' ' . r l.._ , , ~...._r ~ , ~ ~ AI~CMI°.'t~l1~06~Ci~L S1fE ~ .....4 I , l._ _ . i . 1 t - ~ V.. I ; f t ` I ; V t • ~ ~ I 1 al 1 ~ ~ . ~ . __.~...4 90.00 00 QUY a c H W Z r (n ~ - - ~ . I _ ' E 1 " , ~ . r ; 1 , r ; I , - r t 1 4~ ~ , i ( , , . 1,... . • - ~ , i ~ ~ r • ~ ~ 1 ~ ,fir. f ~ i ' wiMEr w in 1 r,. _ I , . • t' ~ i I ...G . ..1 1 .4 ` i , • ~ , c i ~ S , + 5 , ' ; ~ L i ~ y ~ _ , ~ ~ 1 r ~ 1 , t L. ~ . ~ , , . I • 1 1 L I I li 1 -..i.. , t ` , ~ ~ ! . , i 1 ~ ' ~ . ; ~ , , f ~ , • T, ..i. ~ . ~ ~ „ - - 4 t ~ , „ • 1 { ~ M _ ~ I , ~ i ' I s.- I I ' , . - . , , 's ~ i t 1 ~ I , t.:.,.:..~. ~ r . s _ _ 0 H 0` a9-1 1 ~ , , ~ i , ~ , f - r t 1 , ~ . t.~ ! ~ l , . i t , - , 1 t ; , ~ ~ r { . ~ - , , t . , t ~ ~ 1 r { , y.. 1 f , , ! 1 , i . i.. ; ~ ~ - l % ..J I:.. ~ i ~ 9- ~ •i ~ - - - _ - ~ ..1.._-r.. , i ar a 0 1 , ~ ...n~ i... I .I... "i'. •I• i ~ 1 . { l _ I ~ , . , i I ~ 1 . F. 4 ~ 1 , ~ ._l. I. k • - } L . r ~ 1 ~ ~ ; 1 , j. , . ~ i / ~ 1 1 ~ i -•t j I I . I i ; .,1-- I , .t.' I _ _ 1 ~ ~ I _ ,.1._- I , 4 ....1 .t ; , 5.,..x...1, ....~.1...,,.~ rl' a ~ ~ I ..L. ...r•"N.1••~-.r-..~~. { j,. ~r i.., ' 'i, 1 1, 1 r , S 4? ~ t l,.,. t I I 1 t ~ / r ,~.....R... ~ • , , , ' J v oAPFA i ~ , ~ iJR~~ 1 ~ r i ~pUN , _ , { i . { , , { ~ I 4 f + "5 1 I . 1 1 1 ~ 1 ~ 1 ; r i , ~ , f ~ ' . _ o 11 • ~ ~ ~ l ~ I r m ,sir t . I i ~ I ~ ~ i _~'I.. .j i ~ 1 _ I ' i r ~ . ' 'Y'' , , • • _ } • ~ ~ 1 I I ~ ~ a i ; ~ r- 1 t , 1 ! , ~ ~ r _ ..r I r ~ l• 1 11LI LMI~D 1 . 4 ; , . t r,. I , _ . . • r ~ r I ~----1'IaIU I~IYE , I - I 1. ~ ' I ~ I I .I.....p. l , ~ . ~ ..1... . Y.. t , t ..r t ~ _b. ; t ; . i - ~ ~ , ' i ! i ! ' !t ~ ~ ~ ~ . ~ 1° 1 l t I I~......j 7 1 "~..r ~ i 1 . / ~ r~iEu ,l IFIEW WCi rFJ 1 ~ 1 .y.. I ,4, ~ ~ I . 1 i I ..i.. ; , , ~ 1 } ~ ' , . . , . 1 ~ 1 ~ ..4...: r.. ; t r ~ I I 1 { II 1 ~ ...5•• , I 'R~r~aJ' . ~ .i..,,..... . j ~1 . i.. ~ i r I ~ ..i... I j I t ; w ' I t 1 1 y f , ; 4... I { { I , I 1 i,,..., , ~ i ; . - r _ ~ i , r / MH STA. 89+98.04 1 1 i.. • 1.. .:t~• I t ..i.. i r 1 r? J' I A= 790 18' 19" LT. . i i 1 i 1.. ' i ~ , 7 :y... , i ~ r l , !i.. I I..... I , . ~ T , _ 1 ' r ! ! r 11 t • , ~ } i ~ 1 ....,..._Y~.. a 1 i I ~ ,I f. ' t+uN~lz~7'F QR~'a~ ~ ' , 1 6' D I A. MANHOLE y , ~ ti l t a ` ,1~., . . 1.--p• I - . 1 ..,,,,r' r ..N' ~ r r • 07.2T 36" r r~ , d ~ r .l j t i A~CHEgI~OGI+CAL . , .Y~. ,•f ~ ~ t .i,.,. } . ~ . , ~ l~llYC~ 1...'.. ~ ~ I ~ S ~ _.r.. , / ~ ~ ~ r, ~ ~ i r~ ; ~ ; i .y;C • ~ 1 ray i. ~ ~ I t.. t - ..r..._t....... , / M , ti ! r ~ , ! r . I ti ~ f 1 AVM ~(11,p i .I-.. . i I 4 ~ . ~ - • • ~ ~ 130.43' 12 . ~ > f Jr / / ~ I ~ ~ / r ~ 0 , ' , . 1. _ '1'"F . 4 i~ I ~ 1 - ~ ..1. _ . 1 r ' r " L.,.....I I ~ i ~ - . I i r ~ jr. ~ ~ , 1.. l . ~ I 000 00 ter- - ~ „i..._ y- , 1 ~ ~ N ~ .k~1 _ j,. i 404 48 . ' t ~ ~ \ 1 , ~ s~ ~'f11VCR£1'E ,f,~NE t 0 i j 1 i i i' !r r ~ T aRIVE ~ttitltt/0~yy I i , t i ~ I l r~ ' 4 ' . . ' ~ ~ , r r Gp I ~Y3NCR~TF ORNE I. • i ' ` I 1 ~ ~ . 4 I _Y.•. ~ t ..t..... ~7U~t.IJ~I~~ • --h' , . 1 r,.i ,,,,.r ~ I ~ I 1 ; f r ~ ..I ` ~ i' ' ~ ~ ~ ~ , SINS yAf r ..L., I , .ir... Il•...,,,. i N ~ , i . ti.......4. ~ ..'r • ti j . ~ ..1 , . ; 1 ~ ~ ~ • ..~.._.j.. i j ,r 1 ® 1 ~ , J '~l UW~AI'ED AREA ~ ~r' i , iii fE SEWER - PART 1 • I i i ~r, _ ti.%....t., . • t I ir, i, ' _t_ live 13 0 .,.N r i• 1 I I 1 ~ ~1 I ' • i 1 ~ - . - I 4 ~ . 1,. _ !v r GY~N ~1'E Dk ~ _ ..1.......... , I ~ I ~ r ~ J ~ ~ ` r , ~ ~ ~ ~ 1 ` 5 20 24 - / . UW~IiIPEO AREA ' ' / r ' i ~ ~ I O I ~ ti -t- ` , " 1 ~ ~ 1 ' ~ 1. ~ ! ~ 1; • • ' ~ ~ ~ ~ GbNCRET~ l#~NE ' , L ~ ~ I« I I ~I I I i' r .i.. I.. ~ 1 Q .I.r , I 1 ~ ~ ~ 1 ~ i~... 1.,, ~ _..,1,...,,~T. ~ . (.........~.....I ! f 0 ~ ~ { ~ 1 ~ ~ 1 ~ ~ ~ .....1....~I I , 1 1 , ' 6UILAIN6 PP r~ . r"'.f.i~1). ~ %r f ! '.t ~ U • • . 1,....... ~ ~ ' ! 0 t 1 i 4 ~.,.~h I..,..t.. i I , .l. .r, ....i., . I ~ ~ / /I , ' ~ , ~ 1 V r , t..... ~ , ~ ~ % / ' V) V) 1 1, ..,..I ~ 1, 1 ~ ~ , t, ~ ~ z z . ` ~ / Z I ~ ,....a• . 0 / / 1 11 ~ ~ I ~ I, ~ ~ ' i ~ II {I ~ 1 ~ , ' i \ J f' , ,1 ~ ` r.., ` ~ ~ , \f S rr ` ~ ` ~ / ~ , w w W f , t... 1....i • ~ ~ I ~ ' , j ~ ti ~ _..4..... _ , ..C... 1 / ~ - r~r r v) w L ..,,..,..i. ,.......1 I' • I I ~ ~ ~ r 4 r / i _ .,.fir . i. t 1 II O z O w Q i. ..i.. 1 , .1. 1.. I ..i. ,,I.. 1 1 1 l~ - ~ ..~..._~..-.•t. l , ~ ~ i 1 1' t _ 4 _a..., l CL W z t I , 1 ~ 4•• , ~ ` i. ,.1_. ~ .a - . . J.. ~ * m ' ' ' j: \ ~ ~ PROPOSED EDGEWOOD DRIVE o ~.i..~ ~ )RIVE SEWER -PART 5 ~I ~ ; -t I ~ 1~ C~ RJt'- .T~• ~ % PP ~°'7?``ti~oi.~. r~ w ~F~~ ~p ~ a ' i ~ SEE SHEET N0. 15 t ~ ~ ! ~ ..y. a \ RAP ~ - j . / ' a:.,, ~...4 ~ e, ~7.. ~I j' ~ N ti~;tij. ~~g 3 ' ~ ~ , ` PROPOSED ALLEN i , ; , I ~ ~ SEE SHEET NO. 1 .LEN LANE OUTFACE SEWER I~ •~~I ~ ~ ~ 1 + ~ , PP w ~ V)Q OPOSED EDGEWOOD DRIVE OUTFACE SEWER~• ~ ~ cr. F- U J0 . 12 I ~ ~ _ ( , I' ~~i I ~._~t.i ; ~~._'~-~R-F~ PROPOSE - cu _ _ . _ _ . _ _ _ _ _ _ _ . _ _ _ _ . AA 3 3 1-~ . _ ___..o~ - as ~~-c~ . - ~u-.__ ~ -o-c W---- _.-1- HW-.-- _.~y ..w.._ N N ~ 70 _ - _ _ _ o-c0 r ~ ? Q ~ -m 270 a 3 ~ I O ~ ~ p J _ ~ z - - oo _ - - - - - _.v~--- - _ _ . _ _ _ L~-.._.__.. . _..Q J Q J. _ _..H W - _ _ ..._.._..H LJ _ _ _ _ - ~ - .-An qq* W 6~ ~ _ 260 ~ D W i - - - - . _ 2 5 0 . - - _ _ _ - - 250 cr 3 y O cr ? 240 . _ . 240 0 ~ o Cr. o ~ a_ w w ow-4 0 cr z a _ _ . T._.____ ~ 3 0 - _ . - _ _ . _ _ - . U 230 > F- . _ . _ . - - _ _ _ - _ ~ _ . ~ _ ~._._u_ - u-- - N Q N w . _ H 2 2 ~ - _ _ _ 220 _ . u _ .~.P . _ ~ ~ _ _.-T_.. ~ Pv~' DATE: APR. 2004 10 ~ _ - . _ . _ _ - - ---~-2-u -P-~- i-p~E-- --e:- _ _ - -~d ~ ~ ..fj : 3-EYJ: - --@:- 210 TECHNICIAN: JAS _ _ _ _ CHECKED BY: SMM _ - _ - - - - ~ ~ _TFE- - _ _ - - REVISIONS _ - - ~ ' _ _ _ _ - - y~ -Eh-.c [~r ~ _ _ - - 200 ~ _ _~!i.r ___VL_ ! - ----.a21 L.L~_ 1.11 A___ N0. DATE _ _ _ _ _ _ . _ . -l---- V - -~Z_ :C~I:_:_ _ RR~ .Ei ~:P_: _ r~-~---- _ --___M _ 190 _ . _ _ . - - - - ^ ___T_ ~ 190 t-- - - _ _ w _ m _ _ _ _ ~ _ _.~_Q... SCALES - 180 HORIZ.: 1" = 50' ? rte. ~ _ : - ~ ~--rte- v v~?--o _ _ : _ _ : ~ - _ _ _ = _ -c~ ~ ..f'~.... p1 _ .--fns- A -Fh~_ _._A._._.._ - ~-d-?-- to r, r, . r... . v v v vN-- ''Pr", i qm cv cm rrcuo. rvu. u i v . law WIN= 84501 A-1 170 POW LLJ - 170 SHEET N0. D - . i-, - " ~ I--- - 1 --rm"- - Z L. L DRAWING N0. ~ 75+00 76+00 77+00 78+00 79+00 D0 80+00 81 +00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90. 90+00 bz4501 -007 ~ , 1 ; X / , ~i i ~ r ...n••~ 1 .N' .t, i i d7. ~ y li -t' ~ j ! - ; t ~ it . K ~ ; _ . • k,.{ ..r . • ~ , ~ .y.. ~ _ . i . ~ y. l ~ i. ,,..1-, 1 j._. ~ • i ~ ~ . ~ ,1, 1 .4 r 1 I 1•' ' ~ 4 • C • ..A.,.. 1 ~ t _.~:.....f.....~ , 1 ~ l _ I , i ~ ~ : L.... t I i 1 i ~ , ,4 ~ ( - .....T I t , w ..r r .r-,..r. ~ I I _Z , ~ ..,..Ir. I 4 I I I 1 ~ 1 ~ ~ + , I . 1 ~ ( ......t ti ~ ~ N t.. ~ t .i ~ r - v ~ • ~ ~ w , l , , - i ~ 1 1 1 . ` ~ ~ • l • t•- - ~ I I i . i ~ y it j •1~ 1, 1 ~ , F, ' ~ ..#~''t•• Y ~ ~ - l _ ti ~ ~ I f 1, ....yl.•~.t,... r 1 ~ i ~ r ~ ~ , ~ ~ 4, , y ~ • ,„a.~' 1 i , ~ ~ w.~. i . ( ~ t ~ ....t...,., ~ ~ ~ - ti , ~ _ ~ ~ ~,_..1.. , ~ I 1 i t I 1 • ~ 1 .1 ~ 1. _t • t.. t 1~.~ it t ~ .,..,,.t,. ~ .1 •I '1 .-i• i. Yy_...~-.. t+r...,.~L_ ~ 1a" fi'CP ~ r . r . r .,i. 1 x -`-x_ ~ ~ I ~ , t' 6 .t 1 .I ti I ~ . 1 i ` 1 v 1 a.. . 1 1. I ~w •r , 1 1 . u i.., r ( r.. i.. I.. i i { r . . , - W 1 l . ~ ~ 4 ~ ~ '1 , _ ; • i .r...~ f , r _ I 1 - tti - ~.._..y. 1 Q .164 4• , ~ i t i. ~ ~ -1 t i r ' i 'i .-r ~ . i \ t ~ . 1 1 r 1 ~ t v i ~ ~ i ,t / 1 r ti~ 1 ~ 4.^•'...-•,•t j 1 t.-.." ~ 1 ~ r~,_~-..- •j,- 1 1 II „~1,. 1 1 ~ ~ .....f - i ` r y . , ~ .t., f ti 1 1 _ .,t ~ ~ It .~...~-."I ~ ~ s ~ 1 i ! 1 a .1...... ~ • 1 - 1 1 _ t.~.l-....~` :1 1 .~,.~.:r• .-~..._I.- I' , .1..,.-~-.. ,l i ,.mot- 1~ } ~ ~ ~ N ~ ~ 1.. ~••11S' t i -i' ` - t 1 I ..t } .r 1 j l ,.h. ' ,-Y ~ 1 „y.. .j • 1 I 1 ~ r } r. 1 1 ~ 1, I I 1 ' ' i 1 E f ~T ~i- t 1 '1 t 'T/ l • ''i err ~ , i I 1 t ,y._.. _ . 1 I ..a. ~ ,I l 1 - ~ , ~ ~ . _ 1 - ..y.~, ~ ~ , I ~ ~ ~ • i ~ ~ . r. r ~ ~ i , ~ t 4 _.1.. - 11 'C,.,~ ~ 1 1 , 111 - L ~ ...t, 1 ..1 ~ ...t--.,. 'A t :i ..'1.. 3 ~ . ~ ` Y 1 . ~ ! , . , _ 1 . ~ ti ~ - I 1. . . i to OD 1 1 ..1• ~ ~ t 4 i t ~ , 1 C cr • i , 4' 111 • ~ l l t .•'•1' 1 - 1. 1 ` _ ~ . ~ ~ ~ 1 ~ .t.• I. I• ~ y ^1,.- •C9 > cc ce i ~ v... . ' • 1... ~ - , I ~ v 1 ( .~'..1. f - i° ~ ~..j_. y ~ E o , i / '~ti ~ ; . 9 - - ,I 1 ..~.,...~..~.I ~ . ~ i } + ~ .1. • _ l { y ~ y ~ _ i 1..~.- W tV W ;f `Vr ,k;, ' r ''i RIP-RAP + (n 'n' ''r .._w.- ~ ~ , i , E ~ ~ ' ~ 1 I ! 1 ~r ~ , ` t ..G.,.. , ~ 1, ,r,,,.-~ ~ y I r' tD 5 i 1 1 1 I ~ ~ 1 , 1 _r. ~ . t ~ • {1 ...r~ .xx~- 4,..,_ i t 1 I- W' Q 0 In 1 1 ' ~ - - - - - - - ~,.~.y.. ~ t ~ ` ~ 1 f' 'fir; . ~ ...,.1r I I ; , )t ~ ~ .lam W r ~ ~ ' ~ Q _ ' ~ : ~ ,1 J 1 t . i ~ . , .r' 1 : r ww ~ a?~ ~ • ~ ! • i~ d ! ~ 1 ~ Y 1 ~ ~ r~ , ~"I' !d 't ~1 , r ~ 1 .t , . ~ ~ O 0. • ~ • W t . V, . •,1 1, . 1 . r' ' • A ~ . U i • i . ~ ~ ~ ~ ...r... 1 - , .y i V1 I ~ • ~ • t i 1 1...._ - it y y' ...k t ..T ~ l Il 0 I 11 ~ 1 1~~~ I. ,.t.... / - ;i t ~,Y.., a1, ~ h rkr .r'1 ~ ~A{ ~r` t ~ ,~i \ f 1 ~ ^ I e ~ Mi 61 I I ' i 1 - ~ . , 1 - ~ ? ~1 ~ r ~ 't r" `'v / t'1 4` : i" ~ r' r - ~.-.,1-.. ~ ' 4 ~f r 75 1~ A n r 4 1 • ~ ~1 , ' ( ..k.......... l ~ 11 - ,r,. ,7j, f ,ti ~ ~ t^....` ' 'fie I ~ . "r`~ r \ ,f i Jr ` 1 \ J \ ~ ~ J 1 1 ~ \ I r i"" _ , • ~ ' Q ~ 1,...._..~,...,I I ~ i._ .r-, ~ ~ ~ ~ i t , I - . ' ~ t y ! 4.....,., ` L • ' / ~ ~ ~ ,~,...I,..._ ~ , , ~ 1 i i s ,,v. X ~ , OD. LCl- / \ , ~ > Q.___.___.__. \ ~ nJ _..,.....r ~ + ` ~ .....~t..._.......... ' + ~ f r , , ,,r J , W.._..._...... • 8 ..............._1,~..__.__.,. W- , \ r + e ~ r \ \ 1.. 0 tir ,x,• f ~ , TN. ~Y ~ ~ ~ ~ ~ ~ i- `xf ~ 7 4 ~ ~ ~ ~ • ~A ~ J ~f + ,N I. A 1 ~1 T 1 ;o to ` rJ:y. ~f~'! `'.'t'om • a: ~'1 tj~ x r 1~' /fY IS 5 t41 ~`1 ~J qty w.! ¦ ` ~ r~~ A ` ~ ~ / f ~ , J'~ ' ` ~ ~ ~ ~ • ~ hip V 1 4el4 s 'y m iv 0-4 lip Z _ O _ • ~ ~ • ooo ~.......r~ P rrl~ ~ , Q U i r % / ~k ` i ~ ` ? ~ ~ ,,f ~ ~ \ ~ 1 f' \ ~ ~ Y ~ i `"h ` IO r. ? t1~ I- Z . ~ ~ ~ ~ i_..__...~_.. r........ _ _ ~ , ,k• ~ 1 , rJ ~ , a z z W Q I--~ w W x x c~ 4 r~, . 1, r\ . > b w ~ ~ ~ "L R..._ ~ ~ r, c. , O z 0 x cr. IX CL < 0 m ~ n ~ - _ _ - - _ - • 1 n a. W x Z NOTES: O = 72° 29' 43" LT. TS~# fix w _......_..~.._.........._.r ....._rw...--- --.~---n'.......- r ~i 1. CONTRACTOR SHALL REPLACE RIP-RAP IN DITCH. INCL _ y 6' DIA. MANHOLE \ \ ~ x N LUDE THE COST OF REPLACING ~ ~•~X~ ,~.1~,,, ~ RIP-RAP IN THE PRICE BID FOR ITEM N0. 11. W a OTVO 75 L.F. 4; 20"x0.25" STEEL ENCASEMENT ~ 'y''=``~~~`>(` COO." 1 +pQ 2. GATE SHALL BE INSTALLED TO SPAN BETWEEN NATURAL _ _ _ _ . _ _ __cp . ~ . _ _ _ _ _ _ _ . _ . _ _ - - - _ . - a--- _ - m__.. . 1RAL BARRIERS. SUCH AS TREES. W/ 230 L.F. DI CARRIER PIPE h, ;x%.,.;~<..,%~~.;,.:~,`; J:~,,, . ~ _ o~-- . _ ao _ n.a,.__ _ _~r ~n _ - GUARANTEED CROSSING % ~?~%':~~`~~~'a'~ _ _ . ._~ua.._._.. . . - - _ _ . co---- - V) cr. LLJ o _ - _ _ _ ti ~ _ _ - -k _..__..~._.s__ _ N/~~ _ _ 1. __'_yy ~L.. _ _ _ ~r _ _ _ _ _ _ _ _ _ . _ . _ _ _ _ _ _ _ - _ -s _ - _ _ _ _ _ _ - _ - - - _ ~y.... 2 8 0 a 3~ CD _ a1 - . _ _ ~ _~..ti. ~ W E- LLJ - st _ _ _ _ - _ _ . _ _ .k- w _ _ _ . _ _ - 40 _ _._..._W.. J__ - _ N p _ . _ _ . - - _ _ - _ - - - V_ 270 N 60 - __T.. Z _ _ _ - _ - 3 - _ _ - 260 cr ° W o 30 0 Q _ _ o _ _ _ _ _ N 250 _ _ . - _ _ _ _ _ _ _ 250 z a. O V O w _ cr. Q - . _ _ _ _ _~e _ _ - - _ _ ~A_ , T~' . . _ . _y_._ - . • w cr. o ~ i _ _ . _ _ _ . _ N _ _ _ _ _ . _ _ - 240 0 w a i W _ 3 0 - - a N H _ _ _ Y - . - - - 230 - DATE: FEB. 2004 2zo _ _ _ . - _ _ _ _ . . - . 4 };..T1 ~ 12-'-'.. P..1LC. 1PE...! _50 220 TECHNICIAN: JAS CHECKED BY. SMM 210 . _ _ _ . _ _ - _ _ - _ = _ _ _ - 00 _ _ - _ - - _ U::_L :~.~IJ REVISIONS 210 - N0. OATS F - - ~ _ _ _ 200 w . m i, Z . ~ ...--cam- - 190 _ _ . _ _ . _ . . _ _ _ _ SCALES Z _ - - . _ . 190 HORIZ.: 1" ~ 50 ~ _ _ _ .z _ . IVERTO: in cwq PROD . N09 DIV. 180 -FOR 84501 A--1 180 SHEET N0. 8 ~ 90+00 91+00 92+00 93+00 94+00 x-00 95+00 96+00 97+00 98+00 99+00 DRAWING Nb. i 100+00 101+00 102+00 103+00 104+00 10 105+00 84501-008 Co N U Z 2 C7 W Q it a . ti c tc~ - 1= oE LO c~ W, coo J cCD i I ,O > r+ cr c O Elmo t2 • c W N W Z ~ U ~ Q OD W ' H C` 0` O CL ~ I O ~ , ;r 1 V . _ . j , ~ ~ ' fn f1~.x ~ 1 r ~ l ~ ~ / . „ . , ~r ~.I I ' 7 1 s v ~ ~ ~ , ~ i D r ~ -t ~ , a ~ ~ uNa ~ j ~A ~ - C~ J ~ i'4, / f~. < ~k''~iti , ,a' r k ~ i ~ o ; ~ f ~ , r~ ~'~"i?i,J 1~ .1;. : ; ~'~4:. i cn ~ ; _ i ; , / ~y ON/l.f/l~ j••" ~ v "let I o ~ cn O _ ~ i ~ ; , 'fir ~ , .0 Vo- ;-w VIA i t ~ ~ {A~ k'. ~ i ~ o - r s i y M q , i „~i I i i~ 11 1 I i I ' 1t .ter rr~~~^ 1 ~ 11 ~ ~ ~ r;, i i ~ ~ f i ~ ~ ~ ~ \ ! ~ ~ ! ~ ~ ~ . ~ t V ~ ~ • I I \ } ~ ' { i I BUILfJINC ~ t . i • • ~ o ~ 4 ~ . I . i t P,~t~E.~ ~?N~' Z Z W W w Q w~~ w~ ?i~ ~ w tea. a. s w C Z MUNFORD DRIVE SEWER -PART 1 MH STA. 0+00.00 Jtt ~Mttl NU. lb ~ a- W J x 0 MUNFORD DRIVE SEWER - PA~tT 2 N ~ > 7` DIA. MANHOLE V) Q LLJ W/ INTERIOR DROP F- V cr. V) W U 3W 3 W N _ W W - au... ~F- >o~ 2 9 0 - 2 9 0 90 a 3 oc o o ~ z a o 0 V) N O w. 3 O W O O 80 N ~ W i 2 7 0 - - - 2 7 0 '70 cc Lr) W N 39 W N V) ~ t0 O 0 60 _ 260 '60 o w 0 F- CE (L w 0 F- o Z • V ~ QO W tr t 5 0 2 5 0 '50 O W U) > O 6-04 W~ cr ~ a I a F- f- V) I 240 - - 240 40 DATE: FEB. 2004 - '30 TECHNICIAN: JAS 2 3 0 - - - 2 3 0 i CHECKED BY: SMM REVISIONS i 2 2 0 - _ 2 2 0 '20 No. DATE 75 L . F . 20 "x0.25" STEEL ENCASEMENT PIPE - ~ ~ ~ ' W/ 100 L.F. DI CARRIER PIPE @ 0.50y. _ _ GUARANTEED CROSSING - 10 _ - _ 210 !10 SCALES HOR I Z.: 1" = 50' 00 - = - _ 2 00 '00 VERT 1 " = 10' r i PROJ . N0. D'I V . i 84501 A-1 i i i 190 1 90 i 90 SHEET N0. 9 { i DRAWING N0. 105+00 106+00 84501-009 i ~ { i • • L) ~ ~ ~ ~ ~ • 10 r! P ~p V ~ 1~ ~ • ~ ,4a h ti o h ti 0 • • • • Q LL h - ~ o - h o I 1 ~ cc 1= cr ~kxF9~ a . • rA. 11+84949 E ' ~ [A MANHOLE 0 J ~ ! ~ .h~~~ c ar I . ~0 ~ r, 1 ~ f: .0 > Q` ~ ~ ~ ~ ~ ! d f cc c ~ ~ 1 r ~ ~ 1 ~ ~ ~ ~ ~ ' ~ ~ 1 ~ 1 r I,...r.. ~ f,.... ~ .°r W ~ ~ ~ ~ ~ 1 (n 1 r r{,._.. f j~ ~ ~ ~ „ 1~ 1 I I" h 'h ~ ~ • (~!F L~ ~.,~A~I ~ 1 I , , . 00 W . ~ F-- ! s cr Q o - ~ _ o s . ~ • • . , 'f' 0 I 11 / , p / 11 ~ i ~ ~ ~ ~ ~ -1r. ~ ~ t ? f ~ . ~ r 0 ~ ~ `t EASEMENT i r r.. ~ / I,, f ~.1,., '•1. I 1 ` , ~ • ~ ~ • ' ~ ~ I ~ ~ 1. ~ ,1 , ~ j 1 1 ~ 1 ~ , ~ ~ ~ r r ~ r.l' , , ' ! I ~ ~ I 1 ~ 1 r. ~ f r I ~ ~ i ~,.L~ , , 1,., 1 ~ ~ ~ ~ ~ ~ ~ ; ~ 1 ~ ~ ~ .I ~ 4. 1 , ~ .x r i 1 ~~..,G - Q ~ , ' i., 1. ~ ~ ~ ~ 1 , . ) - -r-' , - , , . r i 1 - 1- ' I ~ ~ ~ ; -r ~ ' • r • ~ " 1, 1, `~~r.... _ I { , , , 1 I j' 1 l •t„ ~ f ~ 1 1, { ~ 1:. I ~ r_ ~ _ ~ ! { i_ , i / ' ~ ^i•. ~ ' I ~ ~ 1, p . ~ ! ~ ~2..~ ~ r °j'-. , 1 # ~ ~ r • ~ . 1 ~ , . ~ i •r. f t a _ ~ ~ r ~ • ~ ~ ~ ~ ~ ~ ~ • , - ~ ~ _ A' ~ .j ~ • . • ~ Y ~ R w 00 00 ~~i.......,._.,....... ..,......w. ..1. ? • ' r••~..i:. I 1. I i r ' .r~ 4 . / I I I 1 . • . . ! ~ I ~ ~ . ~ . I ..,k ~ i , t 1 ~ t r ~ r" r . 1 In. ~ rr i I j i 1 ! ~ 1 • ~ ! t , t r .f• ~ a , , r 1 r r• ~j N, • , ' ~ ~ ; f A 1 ' .1 ( ~ i , . , , r, ~ I 1 l I ° ~ ..t J e•' ~ ~ ,.M1~1 I 1 , I 1 ~ • t.. i J .J. 1 I I ! I ~ 1 ~ 1 ! I I, r.. , , v ~ 1 i~ . , , • i •f i ~ ~ " r ~ r . I ~ 1 ' ' ' . i i f . 1. ) ,1 r ~ ~4.. ) 1 ~ ( 1 'h..... ) / ? .f I , j ~ ..i J a. • i~, .lM 1,. ~ f' 1 ~ 1 ' I 1 f I .I j ~ ' ~ 1 I I 1. 7 , •f , w I , , I ~ ! I 1 I t. 1 , r. 1 f 1` ~ ~ . . f:• ,J~w.. 1 i 1 1 r !I . . . -1 r I J r ~ ,f, j f y,. ,.w . • .r , , ~ ,bti ~ j' , a. ' Imo, 1 ~ .j 1 ; ~ i I ,,Nt l 'r• ~1• j I I, !t • ..I ~ r .•i ..•!~,`.r 1 1 I 1 r' ~ ' I.. f j 'I " 1. 1 ~ ~ , . • , , 1 f.. ,I_ 1 / r , ~1 , ` ~ ~ II?ETI~AIYO AIM t ~ ~ ~ ~ ~ i I rr ~ t ~ 1 ~ i ~ 1 ~ i' fN~il i- ~ 7 ~ . 1 jr... r1 , y fir" • j.,. ~ • . } 1 , . I~ 1 j j ..r •.r: 1 I , r ~ ( "r • 4 I j l 1 r t~ rr i 1 1' h ' r .j. r ..r.. I II 1 r r , L• (1~ 1 .1 f t ~ ~ ~ ,~aN~t~luutululry~~,A,?t~ pop ' , . 1. t r, , 1 i., ~ 1 + 1, ~ ~ 7.. ~ 1~1 J • f , • / 1.„., ~ j j ' ~ i- ...1 J.. ( IF... ~ I ~ ~ a... , i 1 1 ~ 1 ;ra.,., ~ r r.; . { " I ~ 1 j ~ I r ! ..t 1 •7 r •1. 7 I J , j 1 J J ,I. ..1. .i I Ir •h, I 1 + i • , + ~ r I..',. 1.... " ( , r I I 1 f l , .•i I 1, i Ia, r f ,f.., r i ~ 1 I .J ) 't p ! .l. ) J i. i ! i r, I j I ,I, r ~ ?j'1 , t ~ ~ ~ , ~ 1 I . r • . I , •I • ( j r, j ~ ~ 1 . i 1 it 1 ! I r 1 ~ 1• ~ I ~ I.,. • -1., ( r... r , ~ 1 I l., t ,.f.. j 'f . ' r r, ~ . .r f' 9 ) t ~ J i' I •j' -i, _ .1 r J t li ! ) I t'' .j. I I 1 ~ 'r + r f{~? J r , f ,,~_1 'i .I. ~1 •m.. ~ 1 ~ r ) j ? J ' f I •l. .1 1 I r i 7 I ' r r ,i 'r 11 g. ' j P 1, I j ! .,.~i, r• • F`.,~ r'°.,..~, r ; r I_ t ~ r 1 t 1 ~ 7 ) , j •A. ~ 1 - µ ~ . , ~ J ...J„ I 1 I • , ' 1 + r p f~ _ ~ r ~ r ~ I I- . I.,1 ~ ' t ..r._, 1 '°r.~,A~ i r ~ f F•.. j 1 fl ~ 1 . .I, 1 ~ .,f ~ ~ ~r.,.,.. r~-._ • r ~1 ~ ! ~ 1 ~ ,j 1. ~ •-yj t j , i_ 1 r I 1 r } L ~I^^" b 1 F I 11 , i 1 1. . , f ' I r 1 ~1,. , 1 f .L, ~ r t ! ^ I I •.s.., I 1 t•. 1 ~ . j ~ 1 •f; . j • ~ ,'1, ~ ~ r C e ~ r •,i 1. I r" .J, 1' f r Iw Ij1 I ) 'Ir .;r,, . , d,. 1 '1• , . ! ) ~ ~i • , I ~,~.,3 ,I , I 1 two,", Zi I . I I . ; ' ~ ~ i ~ j.... 1 ~ 11 .i I ..J , , • ~ r 1.. , 1 j i I; " tr '~''t+. ~ ~ ? ~ 1, ' ; l+ t I ^'1•. , i- - •4.. ' 1 1 f i r •t. I1 1 1 I -'i ,j.... i I ~1' i l"~ • • ..r ~ '1.,.7+. i • ' ~ •~"~..,•,C i ~ 1 I ~1„ I ~ r j ) f •j f n i.. ,r „ I" I • ` j I ! 1 ••'I O 1 " 1 i `r i 1 r 1 i 1 ' ~ 11 1 ~ ~ + ! r • w f ) ~ ? I 1 i f 1 1"' I i ~ •r.._, .f.._,, I ~ ~ , I r f ~ 1-.. . . . . ''•a. 1 .0 i I r 1 I ~ 1 ~ r I f ! ~f f ! j I'.. ( 11 ~ r ra., ~ ~ 1:~+ r:. ~ 1 t I '~••'"7•.. 1. ~ 1 r, •~j •J f,, j ~ ~`1 • ~ ~ ( . , , • , 1 ~ i ' ' ; I..., ~ r I; r 1 r,. ! f -•~.,.,t.. ' 'r;/^ ~ 'r '1 •1° r L !y Z t...1.. i r I i' ~ ~ i r ~ 1 O ~ ~ 1,.. , I I I j _T .J.. • ~ ' • 1 f p ~,t ; 1 4„ I I i I r I j I r 1 ! ,J' 1 ac '"+y I I f ' f~, 'r, r f.. i I '•1' i I (1 J. I I J ~ . f ~ 1., ' III / I I . I I 1 I t ) f _,1 'g• .1, 1 ~-.i R 1i___ + ( ' "H ( 7"". 1 IJ 1 i 1 I ~ 'rr ' ~ , aim' rt~ ~I ~ ¦yy~~.,ln,W ~j p f p . ~ •a V, ``'a,~~ C4 f "r, ~ J.. L ~ ~ r. ,.r, ~ , ~ ~ ~ ' j., I I f 1 r ( I 1 ~ ~ ~ 1 1 , 1 I ' i i r r r., i ~ ~ .i_ I ,1 Wit" I! ~ ..f , . J + U 1 ~ 1 1 7 ~ f.~....v 1 1 ~ I 1 ' j., , J I ,j'~ F~ ~ ..'i 1 1 f I ..f.,... ~ ~ ~ ^ ~ r i 1 ~ • -r . I 1.. 1 I 1., ! ~ ~ t r .'r ' Iw 1 ~ ~ r, ..e, r i'''f • `r..•r 1 1• I'^ ..r 1 1 •j.. I ~ 1, ~ ` . ' j 41 1 , I.,. LL ~ s. ! i ~ + , 1 f r ! ,'1. j. •I. r f ...f.... ! ! ( rf 1 I t ! r ' , ) 1 ' • '7' t i `f'• i ) I a 1 ' i '.r 1 tr jr - d.......) 1 1.. ~ I h. f j i ...r ( •rl.... ..~~.,,,.,L.. z ~ ~ ? I j. ~ s ~ „ 1 r I ~ f p. Q ~ 1 ' 1 1 •r, i 7. 1 1 • 1 .•r l~ f~ I ~ I j i 1 „ _ r g F 1 ! f ' ~ I .,:.1 ~ ~ ' f• W O ,r ~ 1 ~ ~ r, ~I,, r • . i J ~ , • , J I 1 i ' z z w w i ~ ! ~ 1'...r ~ r , H , Z 1 ( 1,. ~ ( I I ~ ~ ~}l t i f .•j.... 1 ~ j' ! 1 ~ ~ 1~ ~~1 I • • • I i ~ j 1 ~i 1 I ~ Q ;.i, ~ , , I f ~I • , • ' •I • ~ ,I1.. jr• r I f D • ~ I > F- V) ui > A i ~ ' ' O ~ r' ~ t r I JJ , h• .j, y , O • ~ • i r O Ix W Ix < a. X CL O , i i j ) i m i ~ • • . • ~f~ ~ _ w x CD z D t r • . W a W ~ J - • F.. ~ I ~ COLLEGE ST. OUTFACE SEWER F- F- 0 V) 0 S'~E SHEET N0. 11 ; 1. ,°'~,~t l~. N W N ~rQ F- fr 3 ~ 3 I---i U Q.. _ . .............._............_..0.._. O N ~ Q _ _ o. _ _ . _ _ _ . _ ~ a~ _ _ p _ _ _ - - _ ~ ~ _ 265 0 _ . _ . _ - - - rn_ _ . sr_ ~ . I!) M _ _ _Ltl . . _ ~ . W Q ti' _as~.~l _ • _ .............+r __.cLl.~.__..._._. _ . ~ J _ _ _ _ _ _ lxl _ ~ . _ _ . . . ~........._...J ....L...... _ N S. _ - p _ . _ _ _ A, ,.4~.... .`...A.__. `_J_.. . l... _ _ I.. W . . . . . 255 _ _ _ w _S - _ . _ Z _ _ _ - - . _ - - _ _ _ 265 a 3 x ~ O ` ` c 1~ M I.~ _ _ _.I.-_ ~ _ _.W 1.__ _ . " _'1 . .i_ 4 _ Q , J._.Q _ _ _ _ _ W 1- W ._n . _ _ u~ _.n _ _ _R- w _ _ _ W..._._...... ~ N O _ _ _ p W ~.~n. _ ~ _ . . . _ _ _ _ 255 N o w 2 4 5 . _ _ _ . _ _ _ _ _ _ . - 245 W Z _ _ _ w Q _ D . _ _ _ _ _ J 3 235 _ _ _ - - > 235 0 :3 _ _ _ _ _ _ w o cl: w cr 2 2 5 _ _ . _ _ - W V) N 22`J cl w Z N w --3 3 _ _ . _ . _ _ _ . _ _ . _ w _ O > 215 _ _ _ _ _ _ _ _ _ - _ _ ....fir tr ' ~ ~ _ . . _ Q_..._.._ ---.T L~.._ 215 205 _ _ _ _ _ - DATE: FEB. 204 _ _ _ _ t.2.4.~ --8~ p _ _ a _ __1.39 t_ 8r py ...PIPE... 205 TECHNICIAN: JAS _~95.- 8 8. _Pii .P_IFsE._~ :0~" t~Jt.. _ .--~f. a--~ - - - CHECKED BY: SMM . 195 _ . _ _ _ ~ = - REVISIONS 195 _ _ _ _ N0. DATA ~ 185 3_ _ _o_ . _ _ _ _ _ _ . _ _ _ 185 m . _ LU - Z 175 . SCALES Z ~ ~ _ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ 175 HORIZe ~01 I 'A am, sir e% T _ . i b'.... _ -.--._p.ri _ LL loam PROJ . N0. D ;V . F 84501 A-~1 ~ 165 0 Z . Z _.~r - _ _ . - - 0+00 1+00 2+00 3+00 4+00 165 SHEET N0. 10 - - DRAWING N0. fl0 5+00 6+00 7+-00 8+00 9+00 10+00 11+0012+00 13+00 14+00 15+00 184501-010 ~ + ~ .._w........ _..._r...._. _ _ _._.._.._......M..._...... .._,......v... Q _.......M_.__......._. _ _ ......__.w... t, ~ 'd i 280 ~ ~4_......_.._ .._.__._._...._r..___._._._._._.,..._ r ,i • 1 ..~lG1~JNf: _ v C. c I . _ ..Q. ~ O .1...._.,_...w - _ _ __..Z.._ 1 • CPO o r'"' ~ r ~ 4 , i , I , a ...........r.. _ ~ ...w....._ ~t r„r,,.... . _~c I , , .:y ! ~ i I 1 1 C.r( I 1 t '4.-•y i i i O _ _~.,................w_.__._....._._,....... . , i I 1 I i _ ,;I f ~~f~~i __i 1 ? I Q 270 c~ t r" !1~ tf i f 1% I L _ J...._.._........_...._........._..... V J ._w..._.,..._.,, c r'._. 4 r i ~ 1 I ~ ~ ~a ~ ~rr~~N~ I ; 1 ~_......__w. - ,,...r,.»...,. i ! , , 1 ..r 4~;~r'1 ~ - ~ I 1 t: r _ ~ 1 ~w~ ~ ; LL t r', ~ _ ~ , r,f I 1 I ~ 1 l,/ J , 260 1= cr j ~...r.~.. I ~ tyr j , ; r/`; cm V ~D I I f ~ M..M__..__~,._ t ~ ~ ~ r' ~,r I ~ f~~ t ~ I, ~ ....~_..._r ~..w..,,._.~ w_____...._ ._w_~~_._ I I , I I r , / ^f r 1 ~ I t,, 1 W w~... ( T r I 1 -~--•..a j t ....w _ ~r f 1 i ~E _ ..._..r..~. cr% ._~..._r.._ 1 - ~ _.M~..-.- a.,,. I ~ , , j ; ...»._.....Y._.. _w..__,. ........w. ~ all - 250 ~r ' _ ~,~..,.1 t , . rF~Et~ toc~rE~ ` r I ......._..r h. f 1 i j , 1 ~ ~F.,r.1 ~~a r ~ :.r I 1~ ~ ~ for t f,,r~'. K r 4 1 ~ 1 Via. ~!t I ! / rr 01 v. ~ ~ t i + I ~ 1 rr~ I t,..f r. ~f j rr r! / ~ 1 • . 1 /r I ~t.rr t r , . ~ r!_. 4y.: ~ ' it / ._.........r.,. i ~ jl / I/ •k. ~,..,1: ~ ~ w 0 } fr; : , , ' ~ 240 1` I 1 ~ I ~ ~ 1 r~ 1 ,r~ 1 } ~ ~ 'r rlr 1 /F l 1 i 4 1 ~ r _ ..i ' ~ 1 i' / I ~ 1 ~ 5 `k~ ~ ~L + r. \ 1 f t... ._.1._.. ~ J ~ _ _ - ~ . _....._,.w. i -'y i 0 I , ,.~'1 1 i 1 ~ ~ I I,,, r ti I • l I j I , T r. ~ ! ' ~ t 1 , '~R 1 I 1 230 I - f. . E 1 1 ...~li.~+7lYIJ I ~ l I j Ik,,.Y ~ ~r ~1 1 ~ r~'~ / I ~ j 1 I ~ t..J I I I I ~w~~ uNE ~ __.w,_._~,... 1 , ! ....y.. T 1 \ ,'~'1 , 1 r i y, ni.,, 't 1 + i !f ELD LOICATEI n~•,,. ~ t ~ ~ ^l l f ~ r ~ l~ 1 * ~ .T I J ~ 1 r 1 C? f I • • .5yf1~ ~ I I 4+00 ~ t.~ 1 o r~1 « 1 ~ , ~ I ~ ~ I 1 + 11 1~,. f ,iw,~ i ~ 1 1 # 1 f ~ 1. 1 ~ 4 1 I i l.. ` "t ~ 1 Vii.. 0 ~ j ~ i 1 ~ ;r 1 i 1~, ~ 0 ti, w''x ~1' ~ I 1 ~ l~ f' ~ \ I 1 M 4 • . ~ 1 I I 1 I ~ 'l~ t I „ ~ ~ l i 1 ~ 1 ~ I ` 1 I ~ i . 1 ~ k..` 1 e • ' 1 1 / ~ ~ ~ ~l ~ ~ ~ ~ ~ 4 , I i I ~ J ~ t `L..,~ I ~ ~ t ' t „3~ t I ~ ~ ~ ~ ~ i ~ i I ~ ~1 1 ~ ~ ~ ;..I r. I ~ ~ r l~ `r. 1 ~ ~ 1 ~ ~ 11 r r 1 t.t,.1 ~ 1 r ~ 55 0 , ~ ~ / II ~ 0 i ~ , , 0 / ~ 1 ~ ~i • ti ~ ~ I ,r i ~ t ~ t / , ~ e y t,~ / ~ ~ ~ l ik ? ~ i 1 ~ I ? ~ 1 y , f ~c. 1 r , ; , , .r ~1rt~ING i~ ~ ~ I i I ~ I'1 j ~,~r,' I ii • • 111 ry ' L •i\A ~ I. I • • = it ~ . 3 • • ( ~ , , I , i___._ . I 1 rl ~ ~ 1 95 43 52 1 .tJ. , ( ~ ,r r./ *i If ~Y.M .a.\• jet 1 4. , • ~ ( l / r. ~ ~~rh ..t 7'•t 1 ty * .•J 1 1' ' r 1 ' ~ rr 1~ } vt~ ~~y I ~ ,C ' I I ~ ~ M' ,ri!1t ','•i t'i~ .~!y t,t i' ~ i ~ ~ I 11 92 3 23 8 / ~ 1 r~~ toc~rE~ ~ : • ~y : ~ , 9o R r..... Y, f4j: ~ • •t.1 57 ~ t 22 Aft"r fi. _ r _ x.~~, _,r i ~ _ - --1..~ • ~Tq 1 .-t____ 4 r 31 r...~... I fr' ~r.'RR .4 .r l.,.r - - 1 R/W ' T ! ~/Y 11 r ~ r' p - /r, r ~ti S~lKES7'A~lC ~ lc\ I'J ~ . f _ r..,~.., ~ I P T J r..~„~ l ? ~ Y ~ X11 J d ~j / . J / / / ~ / , , , H . JO'A ' . . . ~ . ~ y R, I P sT H _ _ .',fir'' f 1' / : . ,%1,~ /',r' ~ ' ~ ~ - l , ii ~ ~ ,r . /f i r ~ J;'% i ~ f' % 1`~'' f• r!~ ~A F j~ r/ `r it I' `~l i ~ • ~ ~ w . te? ti~ ~ /~i / , 7 f/ N ~ ~.~C .1..1_x.. i % / ~ / 1 . ...'fir/..._../.. ,1. '..l..1..1/ ~ ~ _1..... r 7 f / / ' r / r f / ~ , ~ / /1 /r i ~ /r / / it ~ i j F f~ f ,f rJ ~ ~ r ~ ~ ~ ~ r' rl / % f.,.,/'~ / / r i / . _ ~ / ~ I i 1 •~j r 1 Vr n,~ ~+r.. . f . _ ~ _.C.,:.. . - : , ~ w~rER u~F ~ ~ • Z Z W ~ 1 ...,ice r .,.~,s I .r 'll 1l"~ ~ V 1 I ' r Y' # 7,...,, r. . 1 f" y I - 1 ~ IIMV,IN X18,1 ~ }r, ~ '_,,.'.i ~ ~ . i ,r.. ~ ~ n. ~ 1 I ~ " jam. w 1. 1 ~ . r i ~ ~ 1"' i K 1 ,~I r ^ R~ 1 , c cr. W cr ' X CL x W ~ f• i ~T . i ~ r' ~ ~ . r; ~1~~~~ PL ~G I 'ice u > ~ f ~ ~ 1 1`' j... ~ ~ : , o . .r ~ _ . ~ 1i 4' DIA MANHOLE (COLLEGE ST. SEWER MH i..______...___.._. / EX. MH STA. 10+87.27 s 1 LINE DITCH W/ 30 S.Y. MH STA. 0+00..00 ~ MH STA. 8+33.33 ( ~ d ~ ~ X ::D 0 SINGLE-SIDED NETTING (THOMAS ST. SEWER) 4~ WITH WHEAT STRAW 4' DIA MANHOLE 4' DIA MANHOLE V) ~ ~ i~ CONTRACTOR SHALL OVERL ~ ~-y t } IVERLAY COLLEGE STREET FROM STA. 1+81 TO STA. 4+20. 10' PERMANENT E ;TION OF COLLEGE STREET AND GLENN STREET. CONTRACTOR SHAL FROM STA. 8+18 :NT EASEMENT U 3 r 3 F---I 1 ~ ~ , ~ ; =i INCLUDING INTERSECTION SHALL OVERLAY COLLEGE STREET cr. ::D W W (D ' ~ ' " ~ ~ CONTRACTOR HALL OVERLAY PARKING LOT , t+18 TO STA. 10+57. cr. P-.4 j i ~...t~r~ l-..;, ~~''J,~; WITHIN TH PERMANENT EASEMENT 4c 31: cr i o _ . _ - _ _ _ _ _ 00_ NfITFS s ---t0 . _ _ - cc- _ - 1. THE CONTRACTOR SHALL NOT HAVE ACCESS TO LOUISBURG COLLEGE ~ 2. AREAS DESIGNATED TO BE OVERLAID SHALL 8E OVERLAID AS PER D -.cam- a O o .EGE FACILITIES. N N o ? 5p - _ ------w . _ _ ----_.____.____m DER DETAIL. o w _ . _ o ~ -o'---._ N ~ W i ~ _p, _._z.____ ---~w-- - ~ 6~--------.__.- ~ - - f - _ _ ~cc;~ - - _ - --Y.-- - ~ W 2 w J ~ 1"'."" cr. J 0 F 2 LL. U w O W = ,J F- 0 J O ~ ~ ~ U cr W V cr w w 2 4 5 _ ~ - - - T- ~ _T _ . _ - _ ~ - _ - - _ = wT _ ~ 2 4 5 w N ~ ~ D -1- _ _ ~ --w- _ - W N _____f - _ _ _ .R _ _ __----u J Z ~ o _j .1_... DATE: FEB. 9004 2 2 5 _ - - - 2 2 5 TECHNICIAN: JA8 - _ CHECKED BY: SMM 215 .f__ . _ ~_Y_._.~ - ~-----T,- 215 REVISIQNS i - -T - _ _ ~ - 205 - ~ __T=-`= - . rr- _ - - N09 DATE _ _ 2 0 5 - - - - - - _ SCALES _ ~.r ~ -cp- - - - - - -~--sa- - 195 HORIZ.: 1 50` o ~ _ -s-- - _ _ _ _ - - - %J r* Mr . ii 1 r. 1 vG1% 1 1 IU JCL cm LnF. i ._...___...w. PROJ. N0. C~ IV* CIO 84501 A-1 w _ dr- 185 SHEET N0. %woo Pro" PUR --pour-, i 11 0+00 1+00-- 2 +00 3+00 4+00, i DRAWING Nth. 5+00 6+00 7+00 8+00. 9+00 10+00 11+00 84501-0.11 • ' I 1 ~ I I I DISPOSED OF AT AN APPROVED LANDFILL. 1 1 ~ HE WETWELL SHALL BE BACKFILLED WITH N 1 ' LL WILL BE INCLUDED IN BID ITEM N0. 22. U F z 1 • • BE INCLUDED IN BID ITEM N0. 12(c). j • 1 • ~ I f , M , I ~ , , 1 DISTURBED AT ANY TIME. 1 ~ 1 ~ , ~ ~ EEN NATURAL BARRIERS. SUCH AS TREES. ` ,^7 V~ r _ • Q I , 1 I I ~ ~ ~ ~ LL C L^ I ARCHEOLOGICAL SITE EX. MH STA. 14+37.04 ERVICE. .THE WETWELL SHALL BE FILLED IN T M • • EQUIPMENT INCLUDING FENCING SHALL BE E N ~ NT FACILITY. j/ C I • TEST PlT , REMOVE EX. WETWELL J LCD • ~ ~ ovtxr~e,~a ~r.~cr~t~ x;~~avs~~ssrox uroe PLUG SEWER LINE TO I ~F~EIp~~~~'~~' OLD LIFT STATION ~r OD LJLI c t Q, I SEE NOTE N0.1 • C p ED c N ' ~ ~ w ~ ~ ~ ~ T5.20 24 W p , ~ (n ~ - ~ MH STA. 13+18.24 ~ ~ I O = 3° 38' 25" LT. / j , . L[) y OD ~ W or ~ , ~ , I ~ 4' D I A MANHOLE i~ „ , I / . x . M Q PLUG., 0 ~ ~ ;r ~ ~ ~ ~ W ~ , , , ~ , INSTALL ANTI-SEEPAGE COLLAR - ~ " ~ ~ ~ v ~ ~ , • ~ ~ ,f~,,` 'f' ~ ~ ~ @ STA. 10+03 ~i , . - ~ . i (D • / M ~ 28 13 12 "'Y~. .r r o ~ ~ 5 T A7"!{ate r ~ ~ ~ . ~ ' / r- ~ ` f 1 j ,,Y r ~ w . ~ ~ re ~ ~ i , l . ~ . ~ ~ r 1.. { C r ` f ~ w~ t i., / . 1 _ ~ "7 is I i ~ ~ ~ .ti _ _Y, ~ ~ ~ ~ ' , RAVEL ROAD G1 ~ / ~ GRAVEL GRAVEL ROAD o• PP W/METER rrrrrrrrrDr~~ . . , ti V ,•~1 `A ~ ~ ~ / i • f 1. ~ ~ i j . ~ r { n / ~ GRAVES / / r / - - - ~ ~ f j r ~ /kl ` , lh • ~ ~ ~ e ~ ~r • ~.y, f.. , ~ ~ : ^ ~ i~ ~ , ~ 1 -~'~y.,• i( { ~ 1 ' Q i . ~ ~ ~ , ~ I ~ ~ / ~ d j/ ~ ~ ~v4 ~ `,k i ~~v'4 ~ J , F/ t,. ;h J, ~ ~ , TE ~ I J F A ~ k' ' ej1~ .y ' ti,! ^4, \ ~ ~i~ ATE PP W/M ~ . - ~ ; !r'~ INSTALL ANTI-SEEPAGE COLLAR ~ "C , , , y ~ ~ r ~ ~ ~ ti , v toil ~ . ~ , 1 ~ ~ Q / II / ~ JI ~ ~ . / STA. 11+43 C I \ ~ .t ~ I ~ ~ ~ p of I ~ / 1 i ..r , i ; ~ ' ~ j ` ' ~ ~ . ,y I . J • • a.. ~ ' ' , r ~ / ~ ~ ~ ;i 14; ~ p**Nee • `yam Z I O ' j 1' ~ ' r. , .j ~ 1 ~ MH STA. 9+88.25 ,~~J~' F I r ~ ti • ' I • f.' J. ~ rrol /tg f 111111ti1~~~~ Q U r`' ~ , 1 r r ! / i ~ , . _ ; O., ~ w , 4 5' DIA MANHOLE • ~ j r j' ~ ~ i it i ~ ,.fir'' ,j 1 ~ ~ 7 . ''r ~ ' V) V) L~ _ I-, . ~ ~ i . , r i.. ~ ' ~ ~ , ' ~ - , i ~ ~ , I ~ • . i ~ ~ , .fir ~ tI~ F- F Z % ~ .c , „ _ , ~ , " ' ~ _ ~ •.i h ~c. 'ti ~ ~ .N' z W LLJ W ~ i I. , r , , r , , - ~ 4 f r; A.. r t,~l - o p W W i I, r f y., ~ I I . ~ i ~ ~ f - f ~ ' ~ ~L r ~ , p Q W u- Y O , , ~ i i c ~ ~ J ; 7y y'y~ 'rr~±ti , X21•"tf y~ ~i M CL O M ` ~ ~ r ~ f. it ~ i~ '~f•. LINE TEMPORARY n T VFRS T f1N n T TCH ~ 4, LLI ' W 1 . . ~ i ro ~ 1 . ' f ,I N ~ ' =i 0 cr c J w ~ , i ~ 1 '1. I f r ~ r 1. • , ~ , i ~ 1 f ~ .f a, F o ~--y ~.L i ~ r ~ _ 1 w 2 CL Lj F- ;4/h i ~ , ; ~ . f 7 i ~ cn w <L i .:..r. F- C U w cn w N - _ w V' cw = o:_. w.: 280 m J . _ . _ cu . _...w _ . _ ~ ~J _ .N.J . ' , 1~. _ ..,1~i _ . _ _ _ . _ N. .o,o. w w E-- N-Z... _ _ . ~1 . 1. . _ ; oo 0 280 Q 0-4 Z 5C . _ _ _ ~ _a.4._ _ _ _ Ih ~ _ ,._.oo~ _ _ F- 3:: or- 10 . ..w ..._o~ . _ _ _ . . . _ .w.......M _ qq- ° Z W-~ _ _ __...Q_,J4 .....sC.J_~__. Q 0 0 cn 0 00 c\j 1- . W ~ 1- . L~,J II _ _...W ....._.,~c w.... _ , ....1- _ . ~-~W . . . 27~ _ _ _ . _ _ . _ _ . _ _ ~,.~_o _ _ _ _ ~ _ D._.. _ _ ~ _ . . 0 w ~.~n.. _ . _ _ _ _ _ _ _ , _ _ ~_~n . _ . _ . _ . _ _ _ _ . _ ~n.._ _ . _ _ _ ,_..~.~.__....taf~ 270 N w .._.~.r _ , _ . 260 _ _ . _ _ . ~ 260 Z _ _ _ _ _ w _........_..._w...,...,_ . . _ _ _ . ~ a _ _ _ _ . _ N 0 50 _ _ _ N . _ _ J ....,1., 250 Oz a . _ _....n... _ _ _ - _ _ . . _ . ~ . _ _ . . _ _ _ _.,.w w _ _ _ W . _._.~...w....._. . _ . _ . r _ a. 0 a _ _ ~ w ~ _ _ f' . .1 . . UJ J 240 ° o _ _ _ _ _ _ t ' _ 1 _ . _ 1,. I Z N _ _ . . . . ....1 r ~ _ Q'.~....... ~~0 r ~ _ 0 _ .P-E 3 _ _ _ _ . w _ _ .,p N ~ ~ . > 230 _ _ _ _ _ _ _ . , . . 230 . _ . _ . . r . w_._ _ _ _ . _ ~ . .....w.,...__..,......__ _ . DATE: APR. 2004 _ _..r _ . _ ...,....w._. ......M.._..,___..._ . , _ . , , _w........... ~ . _ . M... 2 2 ~ _ _ . _ _ . _......w...., , r . _ . _ _ @ ~ i 5 _ _ _ r ~ .o.. .y_......... _ .......r . _ . , , , _ _ . 220 TECHNICIAN: JABS v.. CHECKED BY: SNI . _ _ . 4x . - ~ PIP.Q~ _ k T. I,,,... . 10 1.g7, RV _ . _ _ _ . r REVISIONS 210 , r _ NO. DATE ~ 00 _ . _ _ . _ _ _ _ _ ...y _ M _ _ , . i _ 200 _ _ _ _ W _ _ _ o _ _ _w __w_.._. _ _ , m ~ ._._w.... .M..... ,.......W..,_.... _ , . , , .v. _ _ w _ . . r i . .w_ . i _ _ , ..w,...._. _ _ ._w. SCALES Z 19 0 _ _ _ . _ _ _ _ _ _ _ . _ Z M . O - _ _ _ _ _ _ 190 HORIZ.: 1 „ w 50~ Ikirn-r w . mID PROD. N0. DIV. IL NJ 84501 A-1 SQ4 180 o 180 SHEET N0. 12 PAK- DRAWING N0. a 0+00 1+00 2+00 3+00 4+00 00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12.+00 13+00 14+00 15+00 8 415 01 -012 EDGEWOOD DRIVE SEWER -PART 3 ,.~:i+~'i',,~'rr'_ rte,`. ~'.r'fi'~~r`~.~ FM 'try:', t'~,. r,1;~..h;l,^ SEE DRAWING N0. 163501014 NnrFt: AI ,A O I ~I 1. DRIVEWAY FOR RESIDENCE SHALL BE REPLACED WITH TEMPORARY DRIVE BY THE THE CONTRACTOR. c~ ~ ~ I ~ ~ PP W/METER - `r PP INCLUDE COST OF TEMPORARY DRIVEWAY IN THE COST OF PIPE. WHEN PIPE I IS COMPLETE. REPLACE WITH PERMANENT DRIVE. INCLUDE PRICE FOR NEW DRI PE INSTALLATION i , ~ r~ ~ • , ` ~ o W DRIVE IN z w ' I ~ i ~ , WV ~ BID ITEM N0. 32(b). c~ M ~ , P , . , _ _ . i ~ r 2. CONCRETE FLUME SHALL BE REPLACED. INCLUDE REPLACING THE FLUME IN BI _ ~ ~ ~ ;N BID ITEM N0. 32(a). 4z ~ ~ P~ / ~ 0 E I / P~ SC . - ~ , . `~1 ~ I ~ ~ ` . i f% cr x Q 4 / , ~ f^~ J . I ~ ~ , . ' ~ ' .1.. ~ . ~ r, ,....i....ti. r.~.. r i I ' f 1 ~ I 3. RELINE DITCH WITH 150 S.Y. OF CLASS GRIP-RAP. w LL C ~ v 0 , ~ , + CL cr E ~ - - ~ IJ . ~ ~ ~ ~.r._..~. - ...•t • "fl' r r ..r . 4. JUTE MATTING TO BE PAID FOR UNDER BID ITEM 35(hl. - © W N ~P ~ I w r~ .p... ~~1. nn~ ' ~ `I ' ~ i i ~ ,r i ..1 _ ROP , V F.- to • M ~ :34, JM , / ~ . ~ r ~ 1 I ~ 1 ~ i 1 1 x; ,n t~WOt~APlNG 1 ~ ~ J M 1 ~ I ,r . IANOSCAP N~G ;'j MH STA. 0+00.00 (EDGEWOOD DRIVE SEWER -PART 2)= r ' ~ x. 0 / i ~ ~ ~ !,~'r1~~41117,,. ~ dw .~vl f(~~ 1 ~ } yl ' 1 (yr MH STA. 0+00.00 (EDGEWOOD DRIVE SEWER -PART 3)= W-4 H cr 1 1 , i i ~'s~~" ' ` k,, , f I ~ 1 , 1r. 1 ~ gyn.`: , , 1 1 ~ i 7 ~ { , w 1 t' MH STA. 4+64.92 (EDGEWOOD DRIVE OUTFACE SEWER) C co ' f ~ • f ~ . i .a ~ 1• ../r, i ~ y ~ p~ II „ ` 'r, ~ Lr N W { i' ~ t ~ . ~ i „nM ~ 4' DIA MANHOLE z ' Q: , ~ 4 ~ IY I r i ~ ~j ~ i' ~ . 4 i ~:i a v~ ~ ~ 1 ~.u ~p~ 1 , 1 r ~ ~ 1 ~ 450 S.Y. JUTE MATTING (SEE NOTE N0. 4 ~ U ~ Q co ~1 i. i~ ~ ~ ,~i r~~ ~ ~ 1 1 i^w.1+ , i,^,, I ~ 1 +.f i • ~ ~ r ~k ':i~ ' 1 ~ ~ ,n ~ W ' 0` I ~;,ti t 1J Y ~ , ~ ~ ,"r ~ , • : : , , ~ / MH STA. 3+99.55 crcr ' ~ ~ ~ ~ , ' ?y,. ~ \ ' S I I ~ I ~ ~ f , O LL v` ' ~ 1 i it ' , w fIr ~ ~r~,a ~ ~ 4' DIA MANHOLE ac c~ / / i I ~ , 1 ~ / I r / ~ ~ ~ ~ ~ r ~ • ~n ~ • 1 1 1 't I ' U A/" / 1 ~ r ~f ~ * ~ ' h' y.' / Y 1 I / ' "v . ~ ~ 1 ~10 CONSTRUCTION EASEMENT / ~ 1 'i .f~ 1. ~ Y ' IP _ o ~ • r' ; ~ i / ` •y ~ ~ ~ ~ ,ti ~t/'V ~ + O , ; r ~ + _ I LINE TEMPORARY DIVERSION DITCH . r ~ a~ ,Y ~ , 1 f ~ ~ ti 1 ~r'~~3t`1'r0~r~1~t.,+ ~ 4,'~~t7~r~~, ~ n• .?~•I J ~ r + w. r WITH DOUBLE-SIDED COCONUT FIBER BLANKET 1 'r'' `'~E ~ ~ 1 r , \ , 1 ~ i I ~ ' ^•.r • • ~ 5; C ' r ` ~ 1°~ ~ r ~ ~ 1 11 1' ' ' , , . 1 n r 1 rr..! N ~ ` 1 I \ r, . , ~ ~ ~.k 1i' ~ ` ~ ~ , • I ~ ~ , r i SILT FENCE TO BE PAID FOR UNDER BID ITEM N0. 35(e) r ~t . 7' ! ~ , . ~r.t f j., t. ~ 1 r' , ~ ~ y r' . ~ \ ~ ~ ~ 1 • it Y r~ <,y; ~ ~ - , ~ ~ ~ Y i" gin. ~ ~ ' y _ \ • r, nv,:r ! ~ f i.3 NCi f... ti , + . A n \ 1, N ~ ~ f r,~. t. . ~ . ! ~ ~t'~ V ~ w h~ 'p?,,, ? ~Y ~ ~ ' ~ . ~ ,Y 1 4 ; 1 ~ , 1 r • 1 nti ~ '#36 TO BE PAID FOR ~ q ~1r 9 i ~r ~j .'r+. 't. ~ v u Y ~ DER BID ITEM N0. 35 (b) ra ~ ~ fir. W kv .....p • u ! ~ r ~ i; ,Y ' ~r ~ a.•~ ~G' ~ ''n 1 ~~,~JL r. ~ r ~r'~ A 1 A • 1 ~ ,r i 1f J4 / / `i ' f ! ~ji .f + ' 1•. . r~" ~ . ~ ,~`M t ,r; r nVr n~ r r' r' ~ n ~ ~ ,n SAO I~ ~ era { Y , r~• ~r , r , n f r 'l ,r i • ~~1t~ y n~'~~an u+ru++ • ` ~ ~f 1. v i ~ , yr Jn y . .TA. 0+00.00 (EDGEWOOD DRIVE OUTFALL)= L~;:~ 1~ r• , h • ~ \ n ~TA. 83+50.73 (TAR RIVER .INTERCEPTOR SEWER) Lf) i' i ~ ,r,. 1 ~l,. )IA. MANHOLE ' INTERIOR DROP V) F- h r~ Y r ~ , ' . i ~ ~ i f ~ ''f w' i r ':i'~ Z z W W ` ,r, ! `r \r1` .ref,.. t Ian` Y, r. :2 V) W W I- > y '^1 S ~ ' ~ l~' + OF 20" X 0.250" STEEL CASING of > Z O 0 W w Q ~ ` . ' 1 ' 11 f I , LF OF 12" DI CARRIER PIPE l L '~l • ,n~' 1 ~ f ~ , ? (TEED CROSSING ~ w a- ~ 'I (BONNER COURT SEWER) _ ~ 30' PERMANENT EASEMENT MH STA. 84+21.93 H :2 F- 0 (TAR RIVER INTERCEPTOR SEW 6' DIA. MANHOLE t SEWER) ~ ' SILT FENCE ~ ~ ' • \ W TO BE PAID FOR......: ~ h \ \ EDGEWOOD DRIVE OUTFACE cr- t u w N W 3 r 3 F-i EDGEWOOD DRIVE SEWER - PART 1 wi INTERIOR DROP V) ui NDRB TE (e) ~ l ~ _...__.,rb _ _ _ _ _ _ r'r O 0 _ C~ _ N _ _ _ p oo w r- o_ _ in ~ ~ m _ ~ _ _ra . r~ _ _ in CC < 0-4 295 ~i ~ ~ ' Jo _ . . o 295 28 2 8 5 Q w:a _ _ _ _ _ _ _ _ _ ~.n . ~n .~.o _ . 285 280 N ~ . _ _ _ . r . a r sr CO 280 cr 0 _ p N Z.0 _ . _ _ .__.f+~ N _ _ _ f . _ _ t ____O.__..4_W _ _ ____cV _ . a_~.O _ _ . _ _ _ _ ~ _ _ _ _ ~C J..~..Ll~ ~C.._ _1 . _ . QJ~Z.. .__...~w,.... _ _ ~w._. ~w._.._ N O "T 3: w ~ w _ ~ a cn ,,,a . z u,, o.~--~ O!-~ . _ _ _ . _ _ _ _ _ _ c,n. - - - _ HW'-'.__ _ O w 285 _ ~ _ ~ _ _ _ _ . _~n - ~ ~ - - - 285 27 275 _ ~ _ _ _ _ _ _ ~ _ 275 270 270 c\j D w _ _ _ ~ ~ LLT....__ . _ . _ . . f _ ~ ~ _ _ ~ ~ o ~ a _ _ _ =a= o 275 z z. _ . _ . _ . _ _ _ _ . 275 26 2 6 5 _ _ _ - _ _ _ _ _ _ - 2 6 5 2 60 _ ._F~ NN ~R-. C;..0l1RT ~.F _FR _ 260 _ _ _ . _ ~ n ~ o _ _ a _ a ~n a _ cn _ _ _ _ _ _ _ 3 31 rte. 3G . ~n_ . 3 _ _ _ _ 250 p V) (n F~- 265 _ _ 265 25 255 _ . _ . _ _ _ _ 255 250 o _ _ _ _ _ - _ _ _ _ _ _ _ _ i cr. U ~ V _ _ _ _ W 240 ° °o z 255 _ _ ,,r~_ . _ _ _ 255 24 245 _ . _ _ ~ _ 245 240 o _ _ _ _ _ _ _ _ _ _ _ 3 ~ _ a . _ _ _ _ _ ~ . ,~r _ W W v~ _ _ . _ _ _ 5 245 _ . - ° _ _ _ _ : - 245 23 235 _ . _ . _ . _ ~ _ _ . _ _ . _ 235 230 _ o . - ~ -_z.~ - _ _ _ _ . _ - _ _ _ 230 _ _ _ ~ _ _ - _ 6x:37 _ RV . _ 'V :-__PIP 0. 5: ODD... DATE: FEB. X004 ~i _ _ _ _ _ _ r,,~ _ _ . _ _ _ _ _ . e _ _ _ _ _ _ i. P _ - qy~ 235 ~A, _ . _ _ ~ . _ _ 235 22 225 _ _ .5 _ _ _ ~ ~ 225 220 p _ _ _ e IPE .-~`--5 ~ _ _ TECHNICIAN: JAS 220 CHECKED BY: SMM _ _ _ _ _ _ _ 1$g. _ _ _ _ - N _ _ _ _ ~ ~ _ _ _ REVISIONS O _ _ _ _ _ _ a _ ~ _ 210 225 . . . . . . _ _ _ _ 225 21 _ _ _ _ 215 . _ _ _ 215 210 _ ....___.._J N0. DATE 0 0 _ _ _ J _ . _ _ . R . F _ - _ - - _ _ a _ _ _ _ _ . _ a. a__ _ _ _ _ _ _ _ _ ~ 3.. a. t- a_. _ _ _ _ c.~_ _ . _ _ _ _ _u._ _ ca.. , _c~.. Q _t~_-- _ _ ~ . _ _ _ _ _ w w _ _ _ _ , . i W _ _ W - VS .i~i.f.. _ W 215 _ ~ _ . _ _ _ _ _ _ 215 20 205 _,~w.__ _ _ _ _ _ 205 200 . -~_z _ _ _ _ _ z. ~ . _ _ 200 _ - . _NV. .I~N_ 2 5. _ _ _ _ _ W _ _ W _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ . o _ _ _ _ _ _ _ . " ~ : - I:TAR_..RIVE TIVT RCE QR~) _ _ _ _ _ ~...Q~_. - _ - _ _ _ _ - - - _ . _ _ _ . _ _ _3 .3_ o _ _ _ _ _ _ .Z _ _ _ _ 3 ~___-r~ ac_...._ _ _ _ _ SCALES a _ _ _ a _ o a_ o v- v a ..v a. _ _ _ ._w ~.w _.w..F-.. - - _ . _ - - _ ! 205 _ _ _ ~ - 205 19 195 _ ~ . _ _ _ _ - _ 195 190 _ 190 HORIZ.: 1" 50' I D . _ _ _ . _ _ _ _~...._cr-- m _ _ . ~ _ _ _ oD _ _Gy , _ _ _ - - cl-- .--pp- ..._.p-. _ _ . PROJ . N0. D I V . clq cm CIO cv NJ 84501 A-1 Z f- Z H Z F- 180 SHEET N0. 195 195 18 y y y _y ~ ~ 185 185 180 0 13 . _ DRAWING N0. Owl" 5+00 84501-013 0+00 1+00 2+00 0+00 1+00 2+00 0+00 1+00 2+00 3+00 4+00 5+00 (1 N ff~~ ~.I i e I { ~ • A x • • . + + Q LL i ~ • C 4I E cv _ - v co ~ ~ L Xm In ? - - ~ ~aNCR~~rE u~NE - ~ • ~r. I ~1NCR~7"E QRNE / . wi ~P ; ? l' c how WI' I9' RCP 4w w aa i , I i . I • i ~ . ' 1~ C ;W N PP w~~~ . . ~ 4 ~ -;?l f' ~ ' . r . _ , ~ , F- w P ! • _ _ - ~ I . - . v f Q uF W . 1 _0 - . ® I ' + rr/ r / f.. . r ~ / fir ! ~ J ~ ' ~ ~ ~ ? r •r I r -r r r°-° r r r r ,7 r j . 'r, r ! / f / i f r'Yr' r' / r,! r f .f%, .r' fr' r r / r / l ' l/ f ~ r ~ r / / / / / ~'1: ' f a .lt a,•° f rI~ r i i . ,r / r+ ! / i~' i- ~ ~ + + + / r ff ! j f+' >t ,l +J"r f / f ' rl f r ~ / ~ ' l l/ /rr ! % % ~ i ~ i " l/ f % + f' ' ; l / f ; ~ 1:...r r ~ / r/ J• l //~I ! ,l/ +r l/ `l / r~ f f r "f f f,, _.1:... c~ ' ~ l !f r/ / ~ } , / / ! ~ / / f ( , f f ! r %f / , / l` r/ 'r r .f , I rl / / f ~ r: / / f l• rf r'~ s ,,/Y ,1'~ f' f r / r ~ ~,%,i / / l i' f r~ l / / r i ~ r ! r / r~/ % r ~ 'l / s ( l ~ of r,! ,~f / ~ l/ r" ~'r/ r% :"`~f /ll ! t l,i % ~ d' f/~ l '/,f ''.r / J _.a' ` s' l ! ~ 1 r i / ~r l r f ' 1'' ` r/' r f / r r' ~ ~ ~ •i,.,.,. rT ! r r ? ~ l / / CL cr. _ . ..1_ .............._.........-....._4 _ _ Y ..r.... ~ ~ u ~ ~ - ~1 - PP ~ I Pry 1 - - - - ~ ~ ~ pp ~ , _ - - - i n~ t t • ~ ,,,'S;n• , f ~ ,fit 1 / , 0 l 11 I 1 I ~ / • . t r'~ j ~ + ; \i i 1 ` ~ ~ 1 ~ ~ ~ ~ ~ 1 1 y`' 1 1 r 1 ~ I~~ r 't, ~ 1 ' 1 i j ~ . ~ W,r ~ ~ PIPS ! ~ x «~A',ETE DRNE ~ , , 1 r' 1 . w ~ 1 1 1 / 1 1 1 r o _......._..w__~._.....___...........__.. GRAVEL ~ ,X + CONCREIL ! ~ 1 r , W/ 18' RCP ~ Y~. ORNE } '~,r , ~ I ~ . ; 1 ~ ~ 1• Q / l ' 1 ,,n~, r (a ~ ` 1 ~ J ti I 1 4~ i + ' l l ~ \1 ~ J ~ X11 / /'A\. i ~ f / ~ i r ''~l V ~1' .yf, ~ I f ~ / ti f r ~ ~ 1 ~ ~ GRAPE DRNE ~ ~ ~ ~ ~ 1 i RIP- r ~ ~ y, ;4 ffi t ~ ~ r l RAP' i RIPS ~ 1 ; I ~ r r ~ r'~ i~:~~, ~ r' r'e'~~? `x.;'.:~~,r, 1 P q 11, E ~i* ~ fir' g , 1' ~ ~ ~ ~ RAP ? ~ 1 I 1 1 , , r , 'y ~ ~ err" ,,?~ti ' / ' i 1" , 1 ,lr ~ r , . ; ~ , `k Y / ` , ~ , y ; ~ , /t i'M ry ~ ,?=b~~ ,i . i 1 ~ , . + r~ , ' 1 / + 1 ,r , . • X11 of P ekt ,f ' ~ % ~ ,M ' ,r V O / \ ~ ~ I + r / ~ M I' x ~ ~ ,w ,r' ~ 1 ~ rf ~ I , , , i / CDIVCRE7E DRIVE `,r < ~ + r i \ l /r , . ~ ~ 't ; ry' ~ r ~ 4- ~ ~ w! Ig PLA37YC PIPE ~ ~ ~ ~t,~ Y . , r,•J J` Ir,~ ` ~ ~ r i ~ v~ ` h rh f ~ ` 1 i „f f % , ~r X , f ' r 1 1 , 1 I~ / l', • y,7Z. .c J , N ` M rr+f ,r~ ;x.. ,r; , . ~ r 1 f 4~. ~`yt r' Y r r~ t V) V I F- i7f / ~ 'ti f"'~ 1 '1 , f ~ / , / ~~p ~ i ~ ~ h r ~ 'LT rI ; 1 ~ ~1. j' ~ ~ r , ~V , 1 , lr! tt~,/ 1, •l , i 6 , y ~ , • i,,, • • 1 J/~ Z CQMCRE?"~' CANE v WV w;AA~~ rr, ,r~,~ e ~'1~" 1/~/lY7," ! ~ ~ / ,r it Wl PLASI?C PIPE ,r ~ , l ~ ~ x r~ ti s ,r - t f / ~ ~ . r A W fem. P w V) LLJ b d~: ~ ~ s, ~ ' > Z O . / + , . + \ l , ' ~a ~ i y~ 1``~ W Cr Q . ~ , + ~ W/ t5` PtA~1"IC PIPE , , ' ; ; ~ • ~ ~ ~ 1 / ; / ~ / t, h. ~ / ~Jw A~' A*'~ C L-Li ` CD ~ ~ r r ,Y, / ~ ~ r ~ ~ f / rlr I CC M yy ~ } I r r 1 ~ 1 ~ ~ ~ F- 0 ~ , ~ «7~ ' , ~ z N ~ N N Q Lij w V) 3 r 3 F-~ U EDGEWOOD DRIVE SEWER - PART 3 ~ V~ ~Y LLJ N N N 'r'^• Q.. _ ~r a ~n__ p _ _ _ _.-A _ N _ _ - _ . rN. z95 w w O cr- H > ...r......~...,........., ..~..r.•...~..j.~ r.~ ~ 0 II _ - ~ - o,. Cl z ~ Z - _ - _ ~ _ a'__ J... W__...... Y_.......~.~._ W---.. 6 J _ _ ._Q _ - J N O O N O d. 3 4 _ k _ _ _ ~u _ r w -in - - . __..w ~n O W t _ O 0 N 0 W 1 _ _ - - 27S N M H H cr cr. Q Q a. a I I - - - - 265 go cr z W W 0 3 3 j d r .V...... •___.,.......M r . ...M. , N _ ...ry.__. _ 255 W p p D D D O O O O 3 3 W W C~ C7 D D _r.._..__ - W W 0 - - - - - 245 • -z: _ 10 - I ,.i ....~,...._.r w.. DATE: FEB. 2,004 _ _ y-._ 'N- - - - re- - ~ 35 TECHNICIAN: dA5 - - - - - - - - _ CHECKED BY: $MM - - - - -R-4- ' - w.._.~,.. s - - - - - _ REVISIONS -(cam - - - - ' - _ _ - 225 N0. DACE .....~......~I.l. ,,._._..~...l.al~ w - _ - - - .,.r..... _....,_.._w ......w.._... ....v..._ ..__.w........~. ..li.~ ._..__.......l.t~ ......~.....m..... ~.M,~._...,.~ _ .w___,__._., ..,,..._....J.L~ n _ - - SCALES - - - - - _ _ _ _ - 205 HORIZe: 1"' 501 -o - m- - -----,n m..____ ,n VERT.: 1 it ~ 10` Ivy- CIO cm clq PROD. N09 DIV. 84501 A-1 200 200 195 _ -Cr - ---a- 195 SHEET N0. 14 Tp" "PW4 I-Cpon DRAWING Nb. 0+00 1+00 2+00 0+00 1+00 1+00 2+00 3+00 4+00 84501 -a14