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HomeMy WebLinkAbout20030115 Ver 1_MAPS_20030221- H n W W Z a w w ~ w z w i I ~ 0 ~ , MH #54 w ~ w w MH #55 ~ ~ ~ z STA 115+58, 20 w o 0 o s, Y ¢ w w STA 119+26.26 i WETLANDS Z H SILT FENCE ~ z Q ~ RYP) ~ ? 0 ~ p 0 i = 0 w ~ 0 D7 " ~ U o a o4 .4. m~ 224 28' 24 ~ 228 0 7 ~ Z l - a- ~ - Y S 116+00 117+ - 11 ° - - w / 0 I >>~q ~ - ~ - 119 ~ .5~ / Sx O Q~ ~ o o ; as r 0 > a ' w ~ WOODS - - - - o - \ w ~ ~ ; w U ` i Z ~ ~ ~ ~ ~ ~ ~ w 1~ ~ ~ ~ j i ~ W w ~ / o ~ ROCK Ox 0 ~ - \ ~ ~ 3 CHECK DAM ° a o 3 Q ~ ~ _ GYP) S ~tij (7 io o ~ P o io w I ~ ~ ~ ~ z ~ I ~ o ~ i ti ~ ~ 0 H C, ~ U W 'G \ F J ~ I S \ ~ 2 f~ ~ W QO '9 \ j ~ w2 OQ I r . ~X jQ WOODS, WOODS ~ ~ ' ~ Q~ X WETLANDS WETLANDS 1,~, ~0 ~ s I ~0 ~ WOODS, WOODS, W rn tY ~ y \ ~ WETLANI I` ~ 2 \ WETLANDS r O W O rn ~ } j~ ` \ o Y / 1" I 96 49' 17" - J Q N } O ~ i Z Q ~ II EX MH ~ ~ II ~ \ x T STA 122+1fi.61 ' ~ ~ = x T 1~ W W \ 1i y ,DITCH " ~ ~ ~ w F ~ 210 11 23" ~ ~ Q ~ \ ~ ~ Q U 9D° 0' " ~ QP a ~ ~ T CORE INTO EX MANHOLE, IN~TA ~ ~ i ~ti~ ~ ' I FLEXIBLE PIPE CONNECTOR, Ar.D REBUILD INVERT PER MANHOLE ~ ~ " FUTURE 1~ ss- y U U a - _ SUNSET ACREAS ~ U INVERT DETAIL, SHT 17. - i ,2 - 3 s ~ INTERCEPTOR ~ ~1 1 ~ i ~ (NIC) oQ ~ ~ ~ } r ~ NTE } ~ m ~ - (~j m m - tl 1. FLUSH EXISTING PUMPING STATION AND p t' FORCE MAIN WITH CLEAN WATER. (n Z Y ' MH #56 l~ W 3 = STA 122+61,61 ~ 2. REMOVE AND DISP E ~ I OS OF EXISTING PUMP D U STATION FENCING. I TBM EX COLLEGE EL 24.74 PARK PUMPING 3. REMOVE ALL PIPING AND SALVAGEABLE ; STATION EQUIPMENT FROM PUMP STATION ~ sy,~ AND WETWELL STRUCTURES AND TURN CONTRACTOR TO DEMOLISH OVER TO OWNER. ~ I (SEE NOTES) . ~ ~ , I 1 4. REMOVE AND DISPOSE OF ALL ELECTRICAL ~ ~ ; v+ ; d • c^ j 8" SAN SEWER I A • Q;~ c, W c9 s C BLES AND EQUIPMENT SERVING EXISTING r V SN w z= ' L~ IER PUMP STATION. COLLECTOR ~ P L r :O BY OTHERS (NIC) (NIC) 5 LUG ALL PIPE AND CONDUITS ,~dp .,bd ENTERING EXISTING STRUCTURES. .,~i ••.,,,,,.d 6. DEMOLISH EXISTING PUMP STATION AND '~jn~iuuu~N , WETWELL STRUCTURES TO 2-FEET BELOW GRADE AND FILL BALANCE WITH SUITABLE EARTH FILL MATERIAL. Q 7. GRADE SITE TO COMFORM WITH Z Q ' J Z SURROUNDING GRADE. 0 0 ~ ~ Q. ~ Q Q W ~ U ' - - - - - I ~ U - ~ C7 ~ - - - -z a ~ ~ W z + - _ Z ¢a - N - U~ N - - 0 r - Q Z Q m Q LlJ o - - ~ - - - J Q N - - _ - U ~ U o ~ N - - Q }a Q _ _ - - o[ w o ~ O ~ ~ ~ - + - - HU ~ - - ~ m LL z ~ N ~ ~ - O - - - ~ W - ~ ~ r - - r ~ - - - U Z ~ N W c0 - - - - _ Q. (A II - - -co - ~ - - ~ U ~ ~ W - - - - - - - t~ - - - _ - W W - N a + - - - / 1J F- ryry~~ - = a - - - N F L N J Q LL f I- ~ r _ - _ ~ ~ v 2 > - -QN(~ QN - Z W - 100 YEAR FLOOD - ~ II - ~ 0 Z ~ J~ ~ J _ 30 _ - ELEVATION t _ _ (TYP) - - - - Y ~ u~ W w I w Q a ~ ~ - 30 U a 3 =Oa x0 - ~ - - - I- 3 W U - The - 0 - om an - ~ - - "FM 15.00 LF OF ENGINEERING 8"DIP@2.27°/ 35.35LFOF16"DIP@0,15% , - PLANNING .82LF0 15"@0.15°/ 68.O6LFOF15'0.159'° - - - ~ ARCHITECTURE -CORE INTO EX MANHOLE, INSTALL _ ~ -FLEXIBLE PIPE CONNECTOR, AND ~ ao -REBUILD INVERT PER MANHOLE RALEIGH, N.C. ' 00 N -INVERT DETAIL SHT 17. - - GREENVILLE, N.C. r --N - v ~ rn -N ~ - HICKORY, N.C. ~ ~ NTI-SEEP _ ~ _ - 1 O M ~ COLLAR n - II ~ U ~ _ II II - ASHEBORO, N.C. F- II J II -F- Z _ - - - II~ P) F.~ ~ II - II -]0 Z ~ 1 0 350 NORTH COX STREET I -0 ? 0 ? -0 z - surrE 2s ) U) - ASHEBORO, N.C. 27203 ~ Z > - - Z Z - ZZ'Z=Z W- ' - SIN E 1 ~ C 936 Z - - - I SHEET NO. 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 122+00 123+00 OF 17 SHEETS FILENAME: SH 11 CCINT V8 LAST SAVED: 1/18100 4:33:08 PM I 4 I 1 1 r f i I i i i Z ' O E o MH #48 ~ STA 104+13.17 LB = Z o STA 104+05.40 LA vJ O O \ O OO O I cn v MH #47 STA p v W c°°v ~ 101 +27.66 ~ D f9 ~ O i MH #51 ~ MH #49 STA o m o= o I STA 111 +18.59 y z WOODS ~ 106+92.36 a~ ~ I f m m D N N o ~ " / oa m I E m m 194 54 03 HS _Q m ~ _ I o°+Z Q v i ~ o a 2 MH #50 STA ~o w Q 109+64.00 N ~ ? ~ on H ~ ~ ~ - .~~5+00 180° 00' 00" Q ~ Q - ~~~.0p o ~ - 221 ° 58' 16" 4 w rr 0 I rJ Q w 0 ' u.O O ¢ a w, ~ ? ~ . 106+00 . ~ ^ F' n w ~ I `~1• ZtV Jt. ZS ° ~ 1 Z ~ o ~ o 107 211 25 6 . - ~ - - ~ ~ ~ - / , Qa102 0 ~ - 1 111+00 "r wa Ja w vV00DS ~ z~+ ~W z~+ I -N "a ~ 0 08+00 163° 52' 14" ~ (7~ ?0 Oo ~ "Y t- \ o ' J^ WI - 109+00 110+~ _ ~ QQ ~Z QQ ~ ~ Q ~ Q ~ (T ~ i o _ N ~ _ /~1 13 553 WETLANDS - / i ~ \ 7 \ 150° 43' 30" ° ~ " '9 rn I 1 ° _ - _ ~ ~i~ 7~ 133 58 19 ~ N ~ WOODS ~ / z WOODS R ~ ~ w a OCK ~ / ¢ w a CHECK DAM I ~ ~ ~ ~ 113+00 ~ W rn ~ Q i - Bqq - - ~ I~ ~ Q W NCH ~ /~1 tt _ > ~j / w ~ a N !nP) U ti - 104°29'38" ~ w w z Q n~ ~ - z az. a a ~o ° WET W \ ~ _ ~ o N a ~ I ETLANDS j Z Q ~ II a - ~ ~ ~ II ro a ~ 6ppNCH wJr N , ~ WETLANDS U 51LT FENCE - W T ~O l~+\ Z Q I xp 9~,o w=a (TYP ~ ~ W J O qbF ~P \ o N- MH #53 0 Q m Q U STA 113+48.38 a p 6 GM N 12x = ~P ~ 8"SAN SEWER MH #52 C7 m ~j ~ COLLECTOR (4 ~ 0 ~ BY OTHERS (NIC) STA 112+27 U 0 .81 ~ U J 3 tV a Q } } m m m e ~ z Y o w ~ = i .Q p p U MH #46 STA ~ 100+09.48 ~ ~/aural+lll///// O 1'~i ~ ~ •Y,1,, ' ~ •,•Y, ~ 4 . ~ u~ 2 C7 Q ~ to o 2 •W i~+ icy ~ . o , • ~ ///IIIIIIIINIIIII I a ~ z z Q 0 0 _ a Q = cn U - _ _ - WI- o - ~ J¢ Z ~ - + ~ JQ a W o - - - _ ~ rn ~ - ~ .Z ~ p N O o Q c+v - a W~ Z r o ~N _ + z ~a + 30 o v to a T _ Q U p T ~ ~ Q ° o- Q ~ ~w QN QZ n ~ vii n Q ~ (1) m Q W i ~ N ~ 1 II =a NJ ~N Y pm N Iri g~ ~w ~ u J ~ ~ a N ~ a ~ V U p ~ J O V 111 t - „ w V 30 o a o~ g0 ~a Q o _ = Q a ~ ~ c>, u n I O Q N ~ f0 m m ~ ~ 100 YEAR FLOOD-~' ~ w ~ ~ Qw + AR FL00 = a U m o N ~ g er g- - ELEVATION t m J~ + o n o t ~ n o r` ~ - //TYP 0 ~ ZQ p TION t ~ I- ] W ~ r a Ww o - ~ F- 0 J Q 2 QQ Q rV' ~ f- I- p~ - } U? U I- i- - m cn ~ 00 ~ ~ -O~d J~ - t-3 N err w _~oo ww - r -w w ~ ww iaa Q -~`aa a~ - U~ ~ oC ' a I 20 ~ a~ ~I- =t-~ oQ - 2 a 3 t-3 ~ 03 > ~ I- z W z I o I- i ~ ~ ~ 3 Y Q 0 _ 20 U Q v - 18" RC - 173.18 - OF 15" - - @ 0.15 0 285.51 LF OF 15" @ 0.15 % 71.64 LF OF 118.18 LF OF 15 @ 0.15 / - --X86.96 LF OF 15" @ 0.15 o - " " " o .209.82 LF 0 ~ ~ -271.64LFOF15 @0.15 / 154.59LFOF15 @0.15% 109.22LFOF15 @0.159' 20.57LFOF15 @0.15 / 15 @0.159' The 10 - - - - n N N ~ ~ om n a - ~ 0 0 p ~0~ r~ ~ r r u~ i oU~ I~ r r _ = r ANTISEEP -N ~ N n N co ~ 1 ~ O ~ N 0 f (SEEP u° ~ r w r _ F- r II r n COLLAR t- II ~ II J II ~ II ~ II - - ~ ° l~P) _LAR -uN u~ ur uc~ P) - u ~ ° ~ u ~ n ENGINEERIN oZ OZOZ ~z OZ - - - ~Z - z =z ~z ~z G 0_ _0_ 0 I - - _ z z z z z z z z PLANNING ' zz zz~z zz zz zz - - ARCHITECTURE o - - _ RALEIGH, N.C. - - - - - GREENVILLE N.C. - - - - HICKORY, N.C. i - - _ _ - - ASHEBORO, N.C. - I _ - - 0 350 NORTH COX STREET _ SUITE 2fi ' - - - - - ASHEBORO, N.C.2720~3 tf SINCE 1936 IL -1 L L SHEET NO. + 0 101+00 102+00 - 10 103+00 104+00 104+00 FILENAME: SH 10 MINT 105+00 10 i+00 107+00 108+00 I AST SAVED: 1111fi1 11.10.34 AM 8108+00 109+00 110+00 111+00 112+00 0 17 C 113+00 114+00 F SHEETS { NTE• 1, NO CONSTRUCTION EASEMENT EXISTS FROM STA 95+93.78 TO THE ROAD RIGHT-OF•WAY. CONTRACTOR SHALL LIMIT DISTURBED AREA TO 20' PERMANENT EASEMENT. ALL DAMAGED NOTE VEGETATION SHALL BE REPLACED WITH NEW VEGETATION OF 15" & 24"BEECHES, 4"DOGWOOD, AND THE SAME TYPE AND SIZE AT THE CONTRACTOR'S EXPENSE. 8' ORIEPITAL MAPLE SHALL NOT BE I DISTURBED DURING CONSTRUCTION. Q MH #40 Q STA 88+72.3 101°32'25" 8"SAN SEWER ~ HSE 1 J ~ n? COLLECTOR " = z ~ BY OTHERS (NIC) Z 0 199 26 28 ¢ ~ w w o 0 ~ ° w = ~ U w a I~~-- z mW~a3 / o a ~ o wo 0 0 - H O _ oo ~ C7 , / 41 N O W ~ oN N ~ m = ~ O _ °gg+00 v~ I- N ~ ~ 262° 52' 58" z _ _ - - - so o a~ o 8 SAN SEWER ~ ~w ~ COLLECTOR ~ ~H m BY OTHERS (NIC) ~ wZ a m a N ~ - a STA 90+48.81 + w0 N v Q MH #45 ~ o'~ ~ a Z ~ Uw j F- ~ - ~.----o ~ / ~ a STA 98+3fi,30 w ~ ~ I- Z ~ ' + ~ / c7 00 z WOODS PLANTED ~ WOOD ~ w w ~ ~w ~ - U U ¢ HOOs}¢ Q AREA 110° 32' 48' ~ S J ~ N a " a Z fI W <L W p U a u- X249 52 39 U w o ~ ~ W ~ fA o a /`D ~ ° ! = ROCK ~ / + 200 1125 CHECK DAM o Q' \ O Q J a w O W~ a~ Ja WM WETLANDS (TYP) / , ° WETLAN ~ 2e ~ D S ~o° ~ y 0 a U ~ ~N 3~ oW w + / re, c0a~ w U zW oW U~ zN w ~ w ¢ ~a w~ w°O~ ~7rn HSE TBM ~ HSE o ~ JU ~ a v ~ 0 U ¢ ~ w~ w~ oa wF ~ 66 58 13' 0 ¢ a z oa a~ ¢cn RR SPIKE IN PP, BOT OF ~ ~ y2~ PONDED ~ Aq~ m~ w }¢0 O N m c HILL NEAR DITCH & CULVERT / ~ \ +~p0 WATER -1. ` , EL 19.01 ~ ~O ~ ~ FO ''oo ~ 3 ~ ~ o SEE NOTE 1 a ° W C ~ U - 0/, ~ ~ z a s Z V ~ • Z W rn ~ U SOT ~ a O ~ ~ rn ~ s'~ ` 4 ~ ~ /o _ ` ~ r rn O W Q a ~ O ' /we ~ ` z _ J O C X ~ _ a J w w W ~ ~ O Q N } Ip ~ a ~ ~ Op ~ w> U ~ e O Z Q II ¢Qa v Q 0 * ~ II - r s~, MH #42 FF ~ ~ Sao„ 30N : w - ~ ~ ~C ~ W W R'w STA 91+ ~ ~ ~ 09.97 0 } S} z U - - ~ W J Q Q ~ O I- a ' ~ / ~ Q Q U HSE a ~ / ~ ~ v &"SAN SEWER o` COLLECTOR SILT FENCE ~ ro ~Q BY OTHERS (NIC) (TYP) o ~ ~ w /~V ~ g ~ ~ /za K Q U (7 a 9, ~ o ~ o G ~ w Q CpEE ~ ~ U o~ L / g¢ ~ ~ 6' GMF ~ ~ / 12x i MH #43 - a , } a° -1 , „ / } STA 93+97.77 LB = ' WETLA STA 94+28.32 LA N D S \ ~ ~ IDS ~ Q ~ m ~ ~ 4 ; , ] ~ 2 ~ ~ ` ~ Z Y ~ b _ W z w CREEK Z ] ] U Q ~ ~ h ~ Iv ~ / i~ ~uun~uq ~ ~e ~ wooDS ~ ,o P ~ ~ ~i n, Q ~ N o e A :o:~ d: :0 ~ O / : Q:tn Z. 0 MH #44 8' SAN SEWER ~ ' V ; W °o Li' ~ V O ~ ! LZ: V i o STA 95+93.78 COLLECTOR ; r •:'O P BY OTHERS NIC ~ • d d Qv ,p ',ill i ~Mr'" lllllllltllll~l 4~~ ol" Q Z J Z Q I 0 0 ~ - - - ~ ~ a - Q Q _ - - ~ I- W - = N _ U - W I- ~ _ - _ J~ z ~ - _ - - - _ _ - J O a W _ - - - i - - - - - - - _ z ~ o° ~ ~ + - - - - _ - - w ] Z o - - _ Z o: a - o - 0 ~ o - - Q z ~ a n - - - ~ m a W I- (V - n m _ Y ~ cn _ U ~0 0 ~ M_ ~ - ~ U ~ - 30 Q N O ~ - _ - - i F" II ~ ° - Q } a o Q _ 0 7 ~W O ~ Q N - - c~ I- U m c+o ~ LL Z [C ~ ~ ~ w (A II ~ Q_ r- J - M ]W - 0 ~ Q =O vow ~ ~ = a 100 YEAR FLOOD ~ ~ ao 0 Z F- ELEVATION t - a N - U - U cn I _ GYP) - - of _ _ ~ O H- _ J - ~ W W °i ao = a w 2 U J ~ 0 0 a r ~k _ 'Q r ~~J°g " ~2 na _ m ~ II > ~ Jg JQ ~ z w ~I- - w - - Z I ~;i - ~ III - I:cd r`~ ~p N ,51 _ ~ w O I- _ - Y a N ~ - - ~ ~ 3 - 20 U ? 0 1 - r a ww-- ~r~v ~r~v Jct ~ ~ aF- ~rnrn ~mrn ww _ _M~ } JCC _ 7 -`taorn wW _ - - ~ ~ U s OQ QQ zaa aQ F- I- H I- 0 -'~aa a.~ - - TEL H I- O Q - ' 4 I-3 - 6"~ - i 1 - i - - The 61.16 L F - - 165.46 LF OF 15" @ 0.15 % ---242.52 LF 15" @ 0.15 ° 173.18 LF OF 15" @ 0.159' ~ 367.73 OF 16"DIP @ 0.15 ° 176.44 LF 5" 0.15 ° 15" @ 0.16°/ 287.80 LF OF 16"DIP @ 0.159'° i _ - - - om an _ _ - ~o N ?O. N - - - ~ C _ _ _ co Q ~ - ~ - ENGINEERING ANTISEEP ° of r . ~ c~ cO o u0 _ o NQ n0 - OLLA N ° n ~ II c6 n~~- _ _ ~ ~ R _ c~ ~ p o I ~ U - II ~ - ~ _ II ~U)~ a oU>~ PLANNING - - ~ II II ao W > ~ ~ u ~ it - - ~ it - w w II ~ II J? II ~ 11 -J? II p Z ~ u J? n 0 ? 0? - -p Z - Z - ~ Z ~ Q. Z- Q- J Q. Z _ - ~ ~~p- - _ - ARCHITECTURE _ _ > > _ p z ~ a z > > ~ - Z - > > U 0 ~ - ? co ? - - z Z - z z z= °CZ z z= °~z - - - c0 0 _ - - ca ~ _ RALEIGH, N.C. 0 - - ¢ - - - - - - Z Z~~Z-- - - _ GREENVILLE, N.C. - 3 - - HICKORY, N.C. 3 - - ASHEBORO, N.C. _ _ O 350 NORTH COX STREET _ - - SUffE26 _ _ _ - ASHEBORO, N.C. 27203 - SINCE 1936 SHEET NO. 86+00 87+00 88+00 89+00 - - - 90+00 91+00 92+00 FILENAME: SH 9 CCINT 93+00 94+00 LAST SAVED: 8131/01 2:14:47 PM '0 95+00 96+00 97+00 98+00 17 99+00 100+00 OF SHEETS 10"SAN SEWER COLLECTOR MH #33A BYOTHERS (NIC) MH #33 STA 73+73.57 / STA 72+63.63 3 MH #34 GP STA 74+23.27 LB = STA 74+59.02 LA 230' 36' 15" 110° 4' 33" 1 ° 260° 31' 45" 73+00 - 7 / 9~, / " ~f o 4 WILD CHERRY ti - - _ 15" BEECH ti ~ - ~j ~ ~ 15" OAK ~ Z ° ~ o s o~ I o 13" OAK MH#39 wooDS y / N m o 9 ~ I STA 85+04,64 / ~ o 0 ~ 6~ ~ ~ 204° 25' 1 s„ i k0 W ~X 0 I / O ~ m ~ 0 I I HSE S WETLANDS o 13 OAK i~ ~ ti ;I ~ i ~ ti ~ I J o ~ z ~ ~ ~ a I J ! 5, 110 1D' 15 I W w~ I WETLAND \ w ~ I rn ° rt a W ~ Om ~ i I Z ~ = F = 0 of O n. ~ w ~ ~ W ~ JM ~ I ~ ~ 15"CEDAR ~ m W ON W r ~ U~ a O p o0U 4-4" MAPLES /b 0 w = p ,al~ 15' WOOD FENCE • W OQ W ~ 8 SAN SEWER 18"PINE COLLECTOR ~4 ¢ a ~ / N CJ BYOTHERS (NIC) ~ Q V WOOD I 161°49'22" G r w o~ ~ ~ TBM ~ 40,C ~ ~ o W 1 ~ RR SPIKE IN PP aRLi O.I O ~ T = ] MH #35 103 COURTLAND DR 70- 0~ ~S / EL 15.93 ~0~ A ~ N } O ~ STA 76+80.43 ~ o RM ~p o ¢ ~ u o~~~ q / Z 161 11 HF 4~, 2 II 2 / Q HSE % Fq SF U T ~ PLANTED AREA o / / SF MF W W 4' HOGWIRE FENCE ~ M ~ w J S ~ tir © I- ¢ I z ~ ¢ U i, a o ~ Q I w U o i I ~ ~ MH #38 I ~ ~ Q Q w U \ - / J m I w \ ~ / / / STA 82+85.48 C7 4. a o ct m ~ 3 w w m 180 ~U7 U _ • ~ 14s~ il" 6 ~ I N W Z U ~ 75 52 29 ~ y , I Q Q _ N 112° 15' 31_-_ - - - - - - / o } 249 3T 51 } } m _ 79+00 ~0 Bi ~L m m c ° - T o ~ z Y \ _ - W ~ _ WV p r _ \ MH #37 ~ U GMP- STA 81+70.44 LB 84 y STA 81+74.94 LA ~ 11 ~I POND POND Y ~ : •••'1 O ~ , 'Sfi ~ 9< 8 SAN SEWER •--w.. : v ; P d t`'d MH#36 WETLANDS 9 0 ~ ~ COLLECTOR : O ; ~ : ~ : I •O ~ \0 BYOTHERS (NIC) ~ : °C • ~ Z: • : ~ STA 78+34.29 rr ~ ~ a:~' ~ ~ ~ CREEK K ~ ~ i r ~C.• b ,,~d0 •.hd ~ ~J ANN I~~~~~ MH #36A MH #36A ~ ~ l ~~qu,~nN STA 81+~ STA 81+27.36 ~ i 1 ¢ z ~ z Q ~ ~ d - - U I- W _ : - - _ _ ~ U - - W~ o J~ z ~ ~o - W _Z n. o w Z + Z ~ n. - ~o p U o ¢ Z (n ¢ Y ~ ~ - - - ~ o - U J ~ ~ U~ U 30 - - - 30 Q Q S - - - - - ~ ~ ~ W + _ I-U m~ - - _ LL z~ ¢ N ~w ~ ¢ ~ O ~ .J cn u 0 Z N - - _ ~ a - ~ w ~ - ~ - o c~ ~ a ~ - W j- _N O - - nn mn - 00 ~ ~ - J ~ r ~ _ ¢ Q ao n ~ - - - + rn - - ~ 3 ~ ~ n ~ ~ N - Z W Z 00 0 ° ~ coW ~ ~ ~W ~rn a~ + g - o ~ ~ ~ a za ~ ~ ~ ~a -n~ - - 20 ~ n0 n a Q~ - ~ u ~vz ~ Y ¢ ~ I Q 20 ~ ~ ~ Q ~ t0 ° 100 YEAR FL00 ~ ~ _ pj u ~ W n II ~ N Q V ~ ~ N ~ ELEVATION t ~ ~ + + w Q n v N~ v N~ {TYP) rt ~ a a r` + ~ ~ °0 r` _ ~ I aowW ¢ ~ ' o ~ ~ ~ ~ c? ~Ij Q~(V2 Q cvZ 2~ ~ I- I Qa¢ W p~ ~ u~i~3 ~ ~ ~ ww z rn ~n~ N uF.. ~ I- a ,.J Q v IL _ _ ~ ~ w~ _ a~ - = Q z p¢ - - ~ 3 The - ~ 3 - - -WL- - 42.58 LF OF - 0 1 1 1 ~ I 49.70 LF OF -15' @ 0.16 - 367.73 LF OF 10 16 D - ° 16"DIP@0.16% - - 293.57LFOF15"@0.15% „ ° ~110.54LFOF15"@0.15°/ 19.16LFOF15 @0.15 ENGINEERING '15 @0.15/° - 0 53.B6LF F15"@0.15°/ .00 LF 0 109.94 LF OF 1.41 LF OF 15 @ 0.17 / 138 ° 15"@0.15% _ - 15 @ 0.15 / - PLANNING I ~ N ¢ a u`~i ARCHITECTURE v N ~ N n ~ ~ n ~ ~ ~ ~ ^ N II ~ - RALEIGH N.C. I Q ~ ~ ~ ~ - .a o NTISEEP o II m U ^ - II m U ~ ~ I' I' II GREENVILLE, N.C. m ~ co ~i ~ ui ~ OLLAR ~ - ~ II `t ~ p? W M II uj ~I ~ ~P) ~ ° - 7 Z - II J II _ II W II ~ II ~ Z HICKORY, N.C. ~ ~ J Z ~ - > p?- ?Q? ~ - > > ASHE80R0, N.C. - Z U>_- >U> Z Z Z Z Z Z Z = Z - - - - 0 350 NORTH COX STREET 0 _ II ~ a J ~ H p F II -0 ? - ~ - - ~ II II Z 0 - ~ Z - _ I- . SUIT€ 26 - p Z Z Z Z - ASHEBORO, N.C. 27203 - ? 2Z - SINCE 1936 - SHEET No. 17 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 -00 81+00 82+00 83+00 84+00 85+00 86+00 OF SHEETS FILENAME: SH 8 CCINT rrn -.u x11 r-AOdW PpA r O^ m, ~o 00 ~t ' ' 60 LF OF 30"STEEL (n ' CASING BORED AND ~ I 8"SAN SEW JACKED UNDER ROAD ER COLLECTOR (r BY OTHERS (NIC) f•' a z ° ~ . U 102 43 57 °C ~ ~ MH #31 I HSE MH #30 STA 67+60.56 ~ ~ STA 69+54.12 U cn I - 3 252° 59' 33" Z _ _0 194° 58' 49" (n W ~ ~ WOODS ~ N MH #29 #29 ~ ~ " STA 65+89.68 ? 65+89.68 ~ ~ : , I \ 3; ~ o ~ wo0os ~.oo ~ - ~ I o HSE ~ i6~ ~ ~ o ~ ~ ?i~ > s \ Q 197° 59' 3" i ~ ROCK 'l ~ H~ d U ~ w a i / CHECK DAM _ ~ ~ Q ~ ~ ~ ~ WOODS (TYP) ~ O ~ ;o 7 ~ ~ ~ / / 60 R/W \ ~ z . ` ~ 0 N WETLANDS ~ ~ w~ U \ % JN i \ 2 oW 61 / . ` ~ m - i 99° T 14" 0 0 b N W= ~ / 5 / l ~ oz ~ °a~ p0 ~ ~ i~. k 6J~ f. ~ ~ '(P` CREEK ~ ~ ~ N !5 / \ ~ ~ W ~ \c~ ~ / SILT FENCE C` ~ ~ ~ 45° 14' 43" ~ ~ ~ ~ W ' f FENCE 1(` TBM / r- d' ~ I ~ G ~ RYP) -AP / P) \ RR SPIKE IN PP ak07081l4 ON ~ N ~ ~ - `V` HSE G i / COUNTRY CLUB RD NEAR CREEK / / ~ ~ N } O ~ G~ ~ wooDS ¢ N u z EL 12.96 / (p ~ II = , '0 / ( . ~ 8' SAN SEWER ~ ~o ~ ~ \ ~ COLLECTOR / ~s MH #32 ~ w w BY OTHERS NIC ~ 6~ ( I ,s ~'s 2 STA 71 +25.63 ~ w ~ 0 Q \ / 167 4717 ~ Q U ` 4 4i' 184° 53' 45" / Ly '~L J7 ~ ti t a o cn WETLANDS • (3 ~ m w...__ 8.. SAN SEWER U C7 d ~ ~ WOODS ~ 0 d M H X25 \ ~ + d COLLECTOR ~ U . BY OTHERS (NIC) STA 58+92.95 ~ i / ~ ~ \ " 112° 50 33 / \ / } , ~ ~ 165' f 19 31 MH #28 ,,J m m / / STA 63+39.80 :a Z Y 6 , ~ ~ ~ WETLANDS \ ~ ~ ~ W 2 o i n i O~' / \ 99 58 54 ~ ~ U z7 / ~ i / ~ ii aa o ~ 61~ ~ / ~ 5. , \ ; L, worn ~ , tii ' D :,~i' ~ Q :a:o ~ d~:,d: MH #27 ~TQ H Q°~ Z:~~ L C.1 ~N u.~ • U • _ STA 61+88.64 LB I STA 61+97.37 LA W ~ • MH 203° 30' 35" #26 rd '••.bd ' O 'y y STA 60+28.12 - URVEYPI WETLANDS STA 60+94.08 8" SAN SEWER COLLECTOR Q Z BY OTHERS (NIC) Z Q J L , 0 ~ f ~ ~ - Q Q W _ V F- - - 2 N V - W~ c7 _ J~ - _ _ - 0 Z J a W - - - - - .z ~ o - - > o w Z + - - ~ Z ~ - a _ ~ _ - 0 U p r` co - N N r m ~ m Q W co ~ r` cP Y ~ Q N ~ O N (D ~ - ~ ~ a r~ JQ ~ - V Q to r In a I- ~ c0°o c°o a ~ Q }a OQ fA II ~ ~ ~ cn w Q N ~ J ~ ~ ~ N W M ~ Q~ cFn a 2p - ~V m ~ ~ ~ ~ - - ll. z oC N ~ry r ~ to u ~ w ~ W ~ Q J - _ O ~ F., r°s w ~ a - ~ Z J ~ 2~ N ~ N - - - 2a 2 ~ Q N fn II Q r r 0 - II II N W N II ~ J m ~ a N W ~ - W W - a ~ ~ ~ ~ Q ~ tl - - - _ _ _ o I- Z - - ~ F- GO ~ F- U!G TEL - - - _ Y ~ r g o Q ~ o Q nil- 100 YEAR FLOOD I- ~ of ~ - ELEVATION t L - - ~ U ~ ~ II ~ (TYP) n r W ~ ~ ~ w = QaQ ~o - - ¦ - - 10 - _ - The --138.00 LF OF-- - _ Q~ an - - 71.51 LF OF 15" @ 0.15 _ 15 @ 0.15 /o - 93.56LFOF15"@0.15°/ - " o u o° 17( - pg1.19 LF OF 0.16 42.43 LF OF 15 @ 0.15 / 49.88 LF OF 15 @ 0.15 170.88 LF OF 15" @ 0.15 _ - 16"DIP@0.15°!0 135.17LFOF15"@0.150 60.52LFOF15 @ _ - - _ ENGINEERING a a[ v N ¢ PLANNING - ~ o o - v _ apzo _v v ao - - - - ~ ~ - - ~ o U - ~ u ~ w v m n ri - _C9 W Q N COQ(0 -N ~ - II r - II ~ ~ v w z ~ _t- II ~ II ARCHITECTURE - - - ~ ~ r o ~ ~ N NUN u N ANTI~SEEP - ~ _ _ _ - - n II u w u t- ~ IIJ- II- ZJZ - - - - II - - --p - - - - - - - RALEIGH, N.C. N N F- COLLAR ~ - - - u w ~ u ~ u ~ u Z - O ? - ~ ~0- >U> _ > 60 LF OF 30" STEEL > z z= z GREENwLLE, N.c. ~ u ~ n J u ~ Z ~ Z ~ Z (TYP) 0_ ~Z ~Z~Z 0 - - -Z ? ap D Z - - ~ - HICKORY, N.C. z z CASING BORED AND - - - . - - 0_ >>U> - Z >=z Zz ZZ ---JACKED UNDER ROAD - - - a HEeoRO, N.c. 1 350 NORTH COX STREET Z Z Z ZmZ - - i- SUITE 26 - ASHEBORO, IJ.C. 27203 _ - - SINCE 1936 - SHEET NO. OF SHEETS 58+00 58+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 00 67+00 68+00 69+00 70+00 71+00 72+00 - - FILENAME: SH 7 CCINT LAST SAVED: 5126/00 7:53:46 AM ,~i Ali T8M RR SPIKE IN PP;[t706 8' SAN SEWER BETWEEN 2227 &2229 COLLECTOR PERRY DR EL 27.08 BY OTHERS (NIC) MH #24 STA 56+01.76 ~ N Z , ~ 0 n ~'I ' / ~ ~~I I Q ~eo°a'~2^ ~ > WOODS W ~ \ ~ 265° 30' 24" 6' SAN SEWER \ w COLLECTOR BY OTHERS (NIC) HSE ~ a ~ ~ \ ~ x I} \ \ w o Q ~ MH #20 \ a ~o STA 48+87:06 ~ ° " ,Q \ 272 11 9 RO K 8 SAN SEWER ~ \ _ °C ~ ~A U \ 0 ~ ~ S~ . I- ~ o \ ~ ~ C COLLECTOR Z~ w ~ ~ a * A CHECK DAM BY OTHERS (NIC) ~ TYP U h~ ~ \ U z 0 z 1 ~ 0~ ~~F ~ ( ) MH #22 0 ~ STA 52+14.06 w ~ \ ~ F° 4gy~ Q ~ ~ 8 I 91°21'26' U ~~.0 / I- \ HSE z ~ f ~ ~ w o •.H ~ HSE ¢ z ~ ~ \ \ ~ ~ WETLANDS \ X~ SILT FENCE "~b ~ AT \ ~ C8 rr / ~ - ~ W rn m ~ u h rn Q ~ ~ 156 28' 55" Z ~ 121 ° 51' 53" o I~ 0 w w ~ lD ~P ~t 0 S ~ I > WOODS 0 0 ~ / / CB m - - U W ~ 0 1 f i ~ ~ ~ w ~ io N } p ~ 5 I ~ i ~ 5 .1 `~li 0 u~ ~ f ~ - ` Z Q II r 4 W ~ \ ~ II _ - - 52+00 197° 1 B' 48" 2~ ~1 / a ~ ~ ~ / ODDS \ V ~ _ ~ o` a. o~ w C~ DOG a, o. w ~ i' G w w 0U / ! ~ ~ W J ' ~ L T ~ O ° _ , o° ~ / P 0 Q 5;{~~''~ w 124°24'28" SILT FENCE m,P) ~ a ~ a o ~ ah / ~ o P wooDS x ~ ~ 0 /i 5 ,a z / ~ y J ~ c~ m ~ ~ ~ ~ \ \ ~ \ MH #21 ~ ~ ~ U ~ W~ \ \ \ E \ STA 50+66.93 i~ o HS ~ ~ r ~ 3 ~ ~ ~ ~ G ~ ~ ~ i ~ ~o ~ / ~ ~ MH #23 ~ ~ VIH #23 ~ i i P ,,o o s / / / STA 52+82.0( o ~ n a , ~ ~ } STA 52+82.00 ~ } ~ ~ 2 / I BASKETBALL 2° 0 1 / n ~ ~ m o i \ ~ h \ \64 127"/ GOAL POST Q ~ \ \ ~ J ~ ~ ~ o ~ U N Y ~ \ Q ~Q' 1 a W 3 ~ . ~ o WETLANDS c° ~ GARAGE / O= ~ U I ~ / ~ ~ / o - MH #23A WETLANDS STA 53+88.33 LB \ F " / STA 52+88.78 LA ~ F~F i ~ ~i • ~ , 7' ~ '"a -7 ~i \ k / ~ , „s:d • ~ • O • ~ ~ u~. c0 (n _ a rn a iVZN Z.Cj;~ _ ~ i iW ~ ;rd ,Od ~ o".d 1 , MH #19 STA 4 6+27.72 ~9 Q z D: J Z O 0 0 - Q - ~ - - Q ~ a U Q H W - I ~ - wl- U _ _ - , _ _ - z - - o _z a w~ ~ Z Ira Z - - - _ - - 0 - o ~o - - a z ~ a rn - - n ~ - - _ - - - co - - - ~ m Q _ W N o - - - - _ _ - - m M - - Y ~ ~ ~ 0 ~ 0 Q ~ Q - U ~ ~ U ~ - - - - - --W II-- - - - - _ co - - Q a o _ - - ~ oC W Q o - _ N W J O - - - - - - - ~ U + - Ll. z ~ m ~ a _ - - - o ~ w ~ Q - 0 = a - - - - + - 20 - - - - o- N ~ _ 0~ ~ ~ Oz J ~ } ~ a ~ U Q 20 T n - _ c~ a - - --n - - - --N J - - - ~ II - I- N - - -~N W - - ~ _ U~ TEL- a - - - - N W J - - - - - v a _ _18" RCP - - _ - - - ~a _ ~ Q ~ - - - - - ~ - - ----o - - - _ _ _ _ - --N - ~ ~ z I- Z W II - - + _ --O J N - - 0 N ~ - Y W - _ - - H - - - - - _ - N - -Q - - - - ---fit - - - - - _ O = - R - - _ - - a - - - - - - _ - - - - 'S Q U ~ 0 - - - - - - - - - - . ~ -100 YEAR FL OD_: m - R-- - Q U oD_ mg mg ELEVATION f - - - - - - - ~ w Q _ cn ao - _ - ~ a H . (TYP) _ cn n _ ,z 10 _ cv ao = VQ Q~~ - mm a°DOm ~~INA ~+N ~+N U¢ W 10 ~ ~ =QQ =QQaQ The =F-H ~N!'n f ~u~ivFi uFiu~i °3 om an 1 67.94 LF OF 15 @ 0,25 1.19 LF OF 16"DIP @ 0.1596 ENGINEERING @0.25°/ 12.98LF0 15°@0.15% " 15 47.13LFOF15"@0.15 15"00,16 1p6.33LFOF Q " 179.87LF0 15 @0. PLANNING 97.72LFOF15"@0.15 9.34LF F15 0.15°/ ~ 0 a ARCHITECTURE _ c~ v o mo ~ v ~ N W 0 II RALEIGH, N.C. r 4 a 0 II o c~ a N A TISEEP o rn N 2~ GREENVILLE, N.C. q m 11 o ~E.Zo a o ~ ~ O a Q ~ ~U N II II u v COLLAR u r W> m O (TYp) ~ J Z HICKORY, N.C. ' ~I_Z(G II O II QW~uj O H II ri H Z ~ -II ~ QW1~- II ~ IIJ- II II ~ ~ II ] II J _ II ASHEBORO, N.C. z0az ~ II ] II J? II O Z ZpaZ p Z - > ~ U ~ j 350 NORTH COX STREET ~ Z zpaz ~ ~ ~ >Up> > > z p- )U~j - Z Z z z= pz Z Z - Z Z ~ ~ Z SURE 26 _ - ASHEBORO, N.C. 27203 » Z Z ~Z Z - - SINCE 1908 -1 - - 0 _i ~ SHEET N0. v 45+00 46+00 47+00 48+00 49+00 53+00 54+00 1 7 16 50+00 51+00 52+00 53+00 FILENAME: SH 6 CCINT LAST SAVED: 618100 8:19:49 AM 55+00 56+00 57+00 58+00 OF SHEETS I HSE HSE Z 0 ~ o MH #17 ~ o STA 40+57.52 w N MH #18 ~ MH #13 STA 27+21,47 LB STA 42+30.00 30+00.00 LA 0 0 i 204° 30' 29" U o a > ~ _ a a~ SEE SNT 4 FOR - N ~°o ~ ~ ~ _ 247° 25' 49" c 0 CONTINUATION A ? J O Z J W ~ ~y I o t~ J O w +Q n 8" SAN SEWER COLLECTOR ~ ~ 3 ~ ~ vN Q 3 } ~w ~ o BY OTHERS (NIC) w ¢ ~ ~ ~ HSE ¢3 3 RA~~US / N2 MH #14 m j N ~ WOODS Qo 174°4'31" WETLANDSp STA 33+13.94 C ~ j ~ \T ~ D 4 y HSE _ Z ,Q o w o Q 0: 'o WOODS , 1 ~ w~ Z Z o 8°S ~ ~ m ~ y ~ ~ i 1 Qa 0 ~ ~ \ 1 ~ ~ ~ Y X, X~, ~ N y w N 165° 33' 42" ~ ~ ~ _ 1 x X HSE Z m N ~ ? o ~ ~jl 11 _ ~ ~ ~ J m ~ ° 10' 49' o ~ ~ w ~ J z m 82° ~ 180 ~ ~ ~ (7 w Q a Z - _ ~ w ~ ~ ~ tv 1 rn p w v _ > WOODS ''X W ~ r x,. 161 539 _,i - c i D S N _ WETLA N O ~ WETLANDS I 1 ~ ~ ~ Z ~ II ~ ~ xx - 11 _ 1 1 II _ u SPIKE IN 12" PINE -.,k... _ o 1 e1 ~ T EL 12.28 ' ~ ~ ~ ~ , :,A w w w ` ~1 ~ `I 1 ~ w ROCK - - ~ _ CHECK DAM ~ ~ ~ ~ ` 0 ~ Q Q Q U 2~~ - ~ - 1 > - ~ ~ a a o ~ n _ N wooDS MH#16 WETLANDS H #16 ~5 r~ ~ 1 WETLANDS ~ STA 37+47.58 woods TA 37+47.58 ~ ~ C7 ~ a 1 1 v SILT FENCE MH #15 8 U ~f',, n, (TYP) ~ STA 36+14.8 ~ r I G 1 A rlKr-~ . . ~ ~j ; (D ~ Q~I i~ ~ ~ 1 m _ ~ i ~ ~ 1 0 ~ 1 0 ~ C, ; \ ~ ~ ~ ~ N z Y 1 1 ~ w 3 z f it 1 1 0 ~ ~ A ~ ~ 1 l ~ ~ ~ 61 . ~ 't N , S A of l N~ ~.w..y~ ~P G ;.,rP IN .o• d~,d- 1~1' •aso ~ ^ ~G W; n MP sa:y z;~_~ . 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II N F' II GREENVILLE, N.C. ~ ~ ~ COLLAR II ~ U ~ o II ~ II ~ Z HICKORY, N.C. m ) F ~WZ~i u ~ II ~ - ~ IIJ_II ~Z Q ? > > ASHEBORO, N.C. II ~ ~ II ~ Z~n.Z 0 - ~ Z ? ? -10 350 NORTH COX STREET ~ it 0 ? > ~ Z 10 z z z- z - - SUITE 2fi ASHEBORO, N.C. 27200 » zz zz SINCE 1938 SHEET N0. I i i 1 17 OF SHEETS 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 ! 30+00 31+00 F FILENAME: SH 5 CUNT LAST SAVED: 5126100 115227 AM i. i J ~ i~ i 1 ~ ..4^ V' SEE SHT 5 FOR CONTINUATION PLANTED AREAS TO 174° 4' 31" / N BE RELOCATED AS Z MH #7 MH #8 DIRECTED BYOWNER / ~ ~ STA 16+93,64 STA 18+49.43 ~ a H / ~2~ / / ~ ~ 2 ~ W ~ ~ ~ fq WOODS ~ ~ w ~ MH #13 g ~ ~ ~ ~ STA 27+21.47 LB . o ? ~ z tt - 1 = W ~ STA 30+00, o 00 LA r - U LL +i ~~.~~'x' `~'ro;" I' RELOCATE FE Q ~...~~15+pp 174° 4' 13' ' ~ 227° 59' 34" TO EDGE OF NCE I~ - 1~~ _ PERMANENT MH #9 i ~ / ~ / fA ~ -tip - - - EASEMENT MH #12 ~ i ~ ~ ~ - - 17+00 ~ 8+00 STA 19+69,67 W \ STA 24+42.13 TBM SPIKE IN 12"PINE a I1 , EL 12,28 ~ i s - - _ STA 23+34 _ X X _ _ STA 3+34,12 s i ~ ~ _ - ~--S 21+91.14 9 5~" ? x Q cb' o 154°29'11" w I- ~ \ 202° 12' 42" . - y i~ WETLANDS ~ ~ ROCK Q CHE ~ CK ~ \ \ \ DAM \ ~ ~j \ \ 24+00 ¢ Q ~ wooDS ~ ~ ~ ~ - l i ~ ~ WOODS \ 142°44'45" ~ \ W ~ ~ ~ ~ rn ~ ~ o ~ o, ~ x/ o~ 0 w ~b \ , X00 a _ ~ ~ x . ~ ETLANDS O (V O N \ o Q~ 141°5731" o, I ~ SILT FENCE V - WETLANDS ~ ~ / ~ ~ ~ W ..k, ODS ~ O H Q ? ~ W ~ _ 8s_ ~ f . 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N ~ 0 U~ + + + N ~ ~ ~ Q ~ Q Z F- 1` m ao a + cv n ~ ry' 01 l7 (h ~ II N ~ ~ Q Z N ~r Y m - a fq II J ~ ~ a N U o m~ J N II ~ ~ II n W ~ J ~ II ~ W w m 20 v F- 0 Q }a ~ o j _ '~a ~ ~a 100 YEAR FL00 = 2 p ~ "7 ~ W _J F- i ELEV ~ ~ ~ _ ~ 1 ATION t ~ Li ~ ~ U g ~z N Z~ } 0 iNP) r:g 0 ~W ~ } N OZ r ag } U_ ~ a a ~8 I- ~ I- ~ c - w w z cn V J H ~Q _ Q ~ ~ ~o ~ ~ ~v, z 0 o W ~ U Y N Y 10 v a B" Q 3 ss 0 Th e 2.10LFOF15 .15 om an 155.79 LF OF 15" @ 0,15 120,24 LF OF 15" @ 0.15 % 0 221.47 LF OF 15" 0.1596 42.98 LF OF " 15 42.98LFOF15"@0.15 08.01LFOF15"@0.1 ° 5 / 279.34 LF " 15 0,15 ~ ENGINEERING -10 NTISEE ~ r ~ PLANNING COLLAR P II m mo ui^ v a 'II ~ n co a II ~ u ui ~ ~ ~ ~ ~ ARCHRECTURE `tn ~n I-II u~ o- _ ~z n II N II RALEIGH N » » o' ~z zz Zz » o_ ] ~ II II ej GREENVILLE, N.C. zz » zz 0 Z F- II HICKORY, N.C. > > > > O Z ASHEBORO, N.C. _ z z > > -10 3~o NO - - RTH cox sTRE~r t~ SUITE 26 - ' ! ASHEBORO. N.C. 272M G SINCE 1938 II~ I SHEET NO. LENAME: SH 4 14+00 15+00 1 FI CCINT s+00 1 LAST SAVED: 7+~ 1 5122100 8:26:15 AM 8+00 19+00 20+00 I 21+00 22+00 4 23+00 24+00 25+00 26+00 27+00 17 i ~i ~.w ,V,1^ V•^ PINE VALLEY i FORCE MAIN ~ (SEE SHT 12) Q` J~ ~y ~ ~ V1 ~ CONC MO U I Nc,S F~ D R 1E 1 1. 1S METAL BLDG L A v _ ~ (TEL EQUIP) N TBM GRA ~ VEL P NAIL IN PP ~ s EL 10.77 ~ s \ EX FENCE 8 I • ~ PUMPING STATION ' WETLANDS 18'DIP 0 1' ~ ~ CON q EX MH C PINE VALLEY MoN ~ DS Z 4 . PUMPING STATION ? ~ la 0 ~ - ~o - ~ {t~ cn (SEE SHT 14) 1 k~ o ~ > w IP SEE DETAIL'A' ~ ~ ~ a MH #1 ~ THIS SHT ~ ~ ~ r" ti STA + - ~ t"~ 0 00 ~ 3 nh 1 s r~ TBM I N WOODS ` ./r, ~ 1 NCJS ` C~ MH #6 NAIL IN GUM STA 12+91.54 EL 6'30 1 1, t ~ ~ ~ ~ } ~ 1 ~ 1 $ , , ~ ~ ~ 2 4 g 112° 59' ~7" '1,~~' wooD 212° 55' 13" p M ~ ~ _ ~ ~ -SILT FENCE 4 PVC ~ g ~ (~1 2+00 ` _ ,'x x t0 SAN SWR - tf' r _ - ~ WETLANDS ~ ~ WOODS . ~ 3+00 181 34 51 ~ / Q w / ~ z ~ fA a X" x x X.:. W - - - - 5+00 - x x x x ~ ~ ~ ~ ~ ~ { fl~~ P 0 2~ ~ Z W ~ , ~ s+oo >E ~ ~ ~ _ 7 3 ~ x ~v,~'" WETLANDS ~ r I J MH ~2 ~ ~ ~ ~ ~ x , x _ _ ~ +oo / U 0 } 1°n ` _ 174° 43' 18" 148° 4' 32" ~ Z Q II STA 1+46.00 WOODS ~ ~ ~ f ~ ~ \ _ ° _ _ - a _ _ "S$ ~ ~ II xxx - ~ ~ z X 1 / , I W W WETLANDS - 1! X K , X x - ~ X X W y X f ~ x' 1< X X ~ ~ X X 7, 1<x~. 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Oz - - > j > > > PLANNING I- zza 0 - » zz z zz zz zz Ozzo > s ARCHITECTURE Z ~mro - rrr RALEIGH, N.C. GREENVILLE, N.C. -20 I n HICKORY, N.C. ASHEBORO, N.C. -S , Q Ep II -20 350 NORTH COX STREET SUITE 26 ~r z ; ASHEBORO, N.C. 27243 • aw z SINCE 1936 ~ I am m SHEET NO. I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 b 9+00 10+00 11+00 1 7 FILENAME: SH 3 CCINT V8 LAST SAVED: 1/24100 8:5638 AM 12+00 13+00 14F00 of SHEETS I i t rA^p ?;'A j, I ¦ ¦ ¦ ANNEXATION LIMITS I ¦ 4~4 1 / ~Q ~ y~?`' ~ 9 0 1~ EXISTING 1z ~ ~e~ ~ NORTHSIDE ~ l INTERCEPTOR ~ ~ '4 y~ ~ EXISTING v9 NORTHSIDE FFti PUMP STATION z '3 FUTURE o c~,~ m w "`fir SUNSET ACRES 3 INTERCEPTOR ~ ,r o ~ 'cy~ o~ ~ ~ + ~ ~ i ~P`~' P~ EXISTING 1 COLLEGE PARK ~ PUMP STATION ~ ' i ° Hoffman State Forest 1 ~ ra °a 11 Gr o ~ ry um Branch ~ 1 ~ Forks G PROPOSED ~ SF 5 COUNTRY CLUB ACRES 9 0 INTERCEPTOR - b o~' y,~ a ty PPe - o~ 111 alf Moon ANNEXATION Q ~j. ' p 17 Morton Fo ~ OAJ 258 LIMBS 8 ~ ~w¢ ~ ti,~ ~ Catherine - • ~s ~ m slop Lake ~ K Ilum e 7 o ~ 9 ~ C~ T R E J A EA Silverd s ~y, Y t c~ ANNEXATION 9y ~ LIMBS 53 ~ 24 s ~ ~ ~ ~ 5 5a ~ ~ Southwes 53 8 - ~ - ~9 t Hube !1 2 ~ ~ ACK$OIVHILLE \ ~ ~ a ~ ' Starlin 9 Haw ~a~ g~ ~ m 1 ~ ~ Padgett EXISTING ~ PINE VA LLEY 350 NOR-~ ; ~ COX STREET Verona Bear Creek R E ET INTERCEPTOR S~~ITE26 NG~" 3 j 17 ASHEBGR(J NC 27203 203 ~ ~p LEGEND PROPOSED Y' ~ 17 I~ ~ COUNTRY CLUB ACRES ' Ir w N I TERCEPTOR ~:n~,~,, _ f ~ ~ -----o------ EXISTING SEWER MAIN AND MANHOLE s r ~ ~M L~ EXISTING Nil T ~1 G ~ ? EXISTING PUMP STATION PINE VALLEY INDEX TO DRAWINGS Camp Lejeune ~ Q PUMP STATION Military Y PROPOSED SEWER MAIN ANb MANHOLE ~s fir--' _ Reservation 1. COVER SHEET ¦ PROPOSED PUMP TAT S ION PROPOSED 2. LEGEND, ABBREVIATIONS AND GENERAL NOTES TOTES ~ ~ Ze PINE VALLEY r, FUTURE SEWER MAIN AND MANHOLE PROPOSED P P Duck Cree 3. COUNTRY CLUB ACRES INTE i%EPTOR -STA 0+00 TO S ~A O+OO TO STA 14+00 - 10" FORCE MAI 12 UM STATION ANNEXATION LIMITS SHEET 14 4. COUNTRY CLUB ACRES INTERCEPTOR -STA 14+00 TO A 14+00 TO STA 27+21.47 LB 'A 30+00 LA TO STA 44+00 - - srREAMS q,s 5. COUNTRY CLUB ACRES INTERCEPTOR -STA 30+00 LA' 6. COUNTRY CLUB ACRES INTERCEPTOR -STA 44+00 TO 'A 44+00 TO STA 58+00 ~ ExISnNG 7. COUNTRY CLUB ACRES INTERCEPTOR -STA 58+00 TO 'A + T TA 72+ (,P„ - 7 INDICATES SHEET NUMBERS 6" FORCE MAIN 58 00 0 S 00 ~ 8. COUNTRY CLUB ACRES INTERCEPTOR -STA 72+00 TO C A 72+00 TO STA 86+00 ~ 9. COUNTRY CLUB ACRES INTERCEPTOR -STA 86+00 TO 'A 86+00 TO STA 100+00 2S EXIST 13 1s 17 10. COUNTRY CLUB ACRES INTERCEPTOR -STA 100+00 T( 'A 100+00 TO STA 114+00 i~~N'"m~tii~q~~ BRYNN MARR OARO~ TRUNK SEWER b.A~r 11. COUNTRY CLUB ACRES INTERCEPTOR -STA 114+00 T( A 114+00 TO STA 122+76.61 ••.,~Q~~~~......M. /ry . Q 12. PINE VALLEY FORCE MAIN -STA 0+00 TO STA 14+00 ' ' Q~ 0 BRYNN MARR STA 17+19.87 r. r..~. lI....-----~--- 210 13. PINE VALLEY FORCE MAIN-STAI4+OOTO STA 17+19.8 14. PINE VALLEY PUMPING STATION - PLANS, SECTIONS Al iECTIONS AND DETAILS r t .1 1 rliUJtL I MAN 1?'UMVbini1Un _ 15. PINE VALLEY PUMPING STATION - ELECTRICAL CAL 7 ' • SCALE:1• = 1000' •.NGINEti•• VICINITY MAP 16. MISCELLANEOUS DETAILS 17. MISCELLANEOUS DETAILS 7 i ,00 SHEET 1 OF 17 ~-a3 TWC 2547•E ! FILENAME: SH 1 COVER V8 LAST SAVED: 1/18/00 3:43:55 PM