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HomeMy WebLinkAbout20020598 Ver 1_Site Plan_20020418 o~EE Slide ° ° Plat Cab ~ ~ a ~~NU v( in u7 ~ C ~ f 0 4 ~ttpp~ f~Jl U x f. ELEVATfONS ARf EkS£D ON NC DOT fNFORMATION - NAVO 88. 9e1 M~ N !7 ~ Q. ~ 4 2. UNDERGROUND UTILITIES AND IMPROVEMENTS NOT m5~ e ~ ,..p~o wx READILY VISIBLE WERE NOT LOCATED. ~ d o~~s?~' 3. BOUNDARY 1NFORMA110N IS TAKEN FROM A SURVEY R: \Projects\ncstate ocmap.gif = u 3 a- o a ~ PREPARED BY W.K. DICXSON, CO., INC. NC DOT Bench Mark h Mark ~ ~ DATED 08-02-01, OWC. / f0461.00.AV. Elevation 2119.62 BL 41 x.62 ~ oui ~ d 4. BEARING ORIENTATION IS E41SED ON NAD 83 NC GRID. F - c711 tre - 5. THIS MWP WAS PREPARED SOLELY FOR THE PURP05E OF PIN 009670-00-10-2855 SHOWING TOPOGRAPHY AND EXISTING SITE CONDITIONS. LOCATION MAP Deed Book 280, Poge 039 IT IS NOT INTENDED TO 8E USED FOR DEED PREPARATION, - N - NOT TO SCALE Trot One 'A REAL ESTATE CONVEYANCE OR RECORDING. ~i I \ a ~ Project ° 6, THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY! Site ~ o N 7, Copyright W.K. Dickson, Co., Inc. All Rights reserval. Reproduction or ,^v' aQ use o/ the contents of this document; odditions or deletions to this 1 ~ U ~ ~ o~Z \ ~ . 1~ document, in whole or in port, without written consent the load - 20 ~ \ surveyor, is prohibited. ~ ~ aZ° reek Road ~ ~ Only copies /rom the originol o/ this document, marked with on ~ tJ GRID NORTH Clear C on final ' noture and seol o/ the surveyor shall be considered (9~N O d- Z 6U' Ri ht of Wa ~ ~ ~ ^ ~ ~ to be ~a true copies. NAD 83 g y ~ ~I JIW 000 QWQ 2016 -I~- ~ 9 WNU' NAVD 88 point ~ , , See Ref..l. P,K. No?iSet , N 85'32' "E ~ ~ \ ~ N 85''0'20"E 15 4.23' ~ - - • ~ \ I : z ~ ~ G O 20 28 ~ ~ ~ ; \ "S a / ~ ~ S 6755'15"E N 0 E ~ S 8710 35 E ~ r~-----'.'_ - - - ~ ~ ~ ~ ~ .16' / 186.10' ~ t11~~\~~~5 ~ 1~J WO ~ p A .._.----®-~--e~ ~ - ~ 193.80 - r~------._a~ f i~f1~\~\\~~ G ~F, _ _ ~ ~ ~ ~ ` ~ ~ N 80'23'25"E ~ / \ ~ ~ ~ 0 230.23 6 \ '1 Conservation Easement Line \ ~ 201 ~ ~ ~ tip, _ / 6 ~ 207 1 \ \ \ ~ W ~ ~ \ \ ~;~"E ~ U w \ ~ ~ -i / J 1 \ ~ ~ ~ ~ y ~ ~ ~ Iron Found ~ D,, U ~ \ ~ N 599922.96 D ~ ~ \ \ ~ ~ ~ _ ~ - - C ervoti E 3ement Line Concret~ ~ - Concrei~ x ~ E 970497,3 0 ~ p RAW \ ~ ~ ~ Top Ele „3~ , 3 ~ Monument \ ~ a. t Found _ _ ~ i 1 \ ~ ~ ~ / 1~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ Drainage Eosement Found ~ 'l0 - ___Y~__ 2073 / ° I r 075 14 , 1~ / I ~ I` ~ 2 ,i7~ ~ 074 ~ 2 (n~'~~ ~ ~ , ~ _ 'i" , Interstate 26 J aIB ` ice. -r-s n r . .'SO 270 Rt ht o~ Wa g y Iron Fo d $ S / / ~~'~-y _ 68. 131.7~~p~ N 5997 7.35120 / , ~ ~ ' / I- - - _ ~ =..-3~'.~T~ E 9693 1.52800 / ? ~ ter..- ~ _ ~ ~ i ~ ~_..:.-.~"r`' n Top Ele 2071.97 / I / - _ . - ~ ~ ~ ~ " ~ / ~ ~ ~ 1_t_ .3 ' / ~ ~ •A Original Creek ~ / ~ ~ the Pv; ~teY P<~ L . ~ fine from DOT ~ LL ~ ~ L ~ = Drawings ` /i \ UP ~I / ~ i \ ' J,, / Property' ~ - - / I ~ ~ _ ~ _ ~ ( , , ` ~ irocta One 9 / ~ ~ ` ~ - ~ ~ ~~l ~ \ ~ d Two. , I ~ ~ - ~ pL _ r ~ ^ / ~ \ _ ~ ~ ~ ^^CC V / Y' ? ' 1 ~ seel ~ P ' ow enuaEl Pule ~ orolin ~ ~ U - ~ ~ ~ ..ss \ ow / _ - ~ ~ h\ ~ ~„r / / / - 2075 ~ ~ Z / iii/i- - \ ~ J / l ~l ~ .ss~'" \ ~-'~----PE-------P~ - - - _ ~ ` / pct ~ss- Pc~Faun ~ Q~ - _ -ss-- --ss-----ss-----ss-----ss- - - ~ - s. - - - - - ~ ~c_=ss=---=-sb`=--'~--'._- -ss ----ss-----ss--- ~ - ~ - ~ _~ss' ~ N 599832.68130 Iron Faun ,p N 599832.68130 - 2p1%' _-ss~---ss-----ss-----u ~`~PE.--------PE Pe Pe-_.-.-~______~ --ss~.,..- ----ss-----ss-----ss-- ...ss''",/-'" E 970448.60290 / ~ Pe-___,_. ~ pE Elev 2076.579 E 970448.60290 Ground Coordinates ~ ~ Elev 2076.579 N = 599$51.4761 d, i% ~ ~~"'-'-`PE 20' Wide Sewer Eosement Pe-----__~._._____-ff i/ Ir n Found Iran Found '-'----"Iron Found Sewer Easemeni Line ~ a / ^ ~ Iron Found o Line E = 970511.8290 ~ N ~ u ,o / N 599787.05170 N 599798.12060 N 599794.96280 N 599782.84020 and Conservation Eosement i Easement ~ i~ ~ ~ Tie ~ ~ ~ 9~pR,~, a ~ I ~ a / / ~ ~ E 969568.11850 E 969820.41900 E 969961,14430 E 970206.42060 The Same ~ / / i ; ~ Elev 2074.799 Elev 2075.386 Elev 2075.55 Beorings and Disionces along Elev 2074.597 N 73'34'40"E bs T• 'sS~S ti~ o / Sewer Eosement -Conservation Eosement m / From Point A to Point B N n ~ / Bearings and Distances along w 52.38' A e v' j° / Centerline of Cleor Creek Road -Property Line BEARING DISTANCE a ~ ~ / / , Sewer Easement Llne From Point B to Point C S 73'34'25"W 65.88 .2s p~ \ y~P a w 1'tiJ o a ~ ~ i and Conservotion Eosement ~ i The Same FARING DISTANCE S 78'20'05"W 247.31 a Ground Coordinates \ , NC DOT Bench Mork 0_ m ~ ~ d" , 9 N 87'09'30"W 245.56' 0 ~ Iron Found N 14'14'40"W 15.36 140.65' = R~ \ N 599866.2652 W Elevation 2124,69 ao / N 88'42 50"W Y ; ~ N 599737.55990 N 13;4945°W 49.81 E = 970562.0717 ~ BL 40 ° E 989450.98890 S 87~29~00"W 252.60 ° lev 2073.687 N 17.44 40'W 16.32' - c112 tre - S 67 07 50"w 127.30 Raw o ro ~ E N 14 05 501N 58.92 S 25'35'25"W 85.45 ~ Z ~ A ~ N 12.00 501N 30.39 Portion of Deed Book 280, Page 39 S 59'58'55"W 31.38 ii 4 ~ N 09,58 20 ~YU 28.43 PIN 009670-00 10 2855 N 07 26 30'W 48.87 Tract Two Iron Found N 05~11~45"W 50.79' N 599880.53420 N 04.08 35~W 58.42' E 969413.97410 N 03 49 30 W 39.45' LEGEND 1 Elev 2073.889 N0. DESCRIP110N DATE x _ PL Property line NGS Monnument "Clear " REV~~~QNS Tie '-J . x N 38'14~05~1N r ' ~ N = 599,604.8276 ~ v~°M ~N CARdt '~i` ae Permanent Conservation Easement E = 970,849.6264 ~s / Point B ~ 184.86' ~ ' Scale Factor = 0.99987401 ~~",;~ti` ~ Nq ~ -n/w eh'- Right of Woy ; ~•~.s ~"a. Combined Factor k x i-,._Y ~ OO ~ , P.K. Noil Sai 1 -----2075 5 Foot Contours -0.99975149 - e PIN 009569-99-72-9455 x Ground Bearing and Distance 1 Foot Contrours ~ ~ Q \ / Deed 638, Poge 677 S 58'46 50 E ~ 5 ; ---re-----,a--- To of Bonk 3639.04' . 1 p % •'~k ~Q.~• x + Ad- inin Property Line Gnd Bearin and Distance ?i ~ • W 9 9 s„I.Q~ °~....T• lc3e~~. + I - • - - Tie Line S 58'46'50°E y a~~ x / - - - - - Ad fining Property Line 3,638.15' ~ruoc } 1/2" Rebor Found x with cop 1° NGS Monnument "Collins" ~ Existing Permanent Easement Grid Coordinates Ground Coordinates N ~ 5sn19,Da3a PLAN VIEW ---re-----re--- Top of Bank E = 973960.9096 / N = 599499.6363 / E = 989501.2520 Scale Factor = 0.99987387 ----ee-----ss--- Bottom of Bank - - Ed a of Creek Ground Coordinates / ~f UP Power Pole 9 N ~ 597718.6223 ~ Overhead Wires E = 973961.6704 T THIS TOPOGRAPHIC MAP WAS PREPARED Tree t, R. JOEL JOHNSON, PLS, CERTIFY THA -x--x-x-x- Existing Fence Line / UNDER MY DIRECTION FROM AN ACTUAL TOPOGRAPHIC SURVEY Bench Mork ---ss-----ss--- Existing Sanitary Sewer Line PERFORMED UNDER MY DIRECTION. 1H15 CERTIFICATION IS ONLY SCALE: 1'®60' Manhole - Thalweg DNG :,7TE IMPROVEMENTS AS Q Sonitary Sewer Monhole V fOR THE TOPOGRAPHY AND fX1S oArE: 03/28/02 t with WKD Cap & Witness Post SHOWN. THIS IS NOT A CERTIFICATION OF BOUNDARIES, ~ 5/8" Rebor Sat with WKD Cap & DRN. BY: r Found RlGNT--OF-WAYS RESERVAITONS OR (t£STRICAON.~ ~ THE LACK THEREOF. + Property Corner Found ® Existing Right of Woy Monument CHECKED BY: of Woy Monument ROOT WAD/LOG VANE/J-HOOK COMBO ® Notionol Geodetic Monument PROJECT N0: tic Monument Q Ecologic 1/2" Iron found Iron found R. JOEL JOHNSON, P.L.S. DATED /1-18-2001 SHEET OF ~ REGISTRATION NUMBER L-3882 DRAWING Field Crew - Clampett, Tilley Field Book 01-04 LOG CROSS VANE R. Joel Johnson, NCPLS L-3882 o~££ mnllU u i N ~ y ~pNU y ~~pN~ < t~M70 FLAW I Q0 ~ ZxOU ~ paUV ~ ~ yy d a W i FLT o~ o~ u ~ ' ~ a 0 u I U a 0 vi v 10.]0 [S EO-3D S I/3 ~ N QA U3 Q I p~Z n QED N SIOf /1, p .V. y Pq l7 Vl !tl GAPS ? v Z IY w 6 qk miM i'1 / p~W r, ~ U ~ LC v \ 2030 DEGREES W N l7 I~ 1 ti.. v Z i ~ 0 y` Y Q W~ WD U LOG-VANE Y N w - ~i Q J H K DANE W~ ~ ~ ~ JQ ~ UW i ~ I ~ ? I- ~ N a ~o d MYYfED EII~SiUG r IEO YO O GAPS Q ~ NCI~f Z J Z Construction ~ ~ ~ H Q Q Entrance U ~ CRASS-SECTI?N L?G-VANE _ O -SECTION J HOOK VANE CRASS _ ~ ~ N ~ w o ~ z 0 Z FLAW ° Q A J W ~ LLJ Q d W ~y FL?W V3 g - - ~ ` F L ~ v~' QR E cna ~ ~h~k v3 - 20-30 DEGREES ~\VI~ N0. DESCRIPitON DATE i. REVISIONS RACK VANE ~~~.RO o~,,......,~, s . R??T WAD/LOG VANE/J-HOOK COMB IMF ~.,9~~ R~~T WAD DETAILS SCALE: NO SCALE DATE: 04/03/02 DRN. BY: KDH CHECKED BY: PROJECT N0: CRASS-SECTI?N ROOT WAD/LAG VANE/J-HOOK C?MBD CROSS-SCETI?N R~~T WAD - I K - V A SHEET ~ OF ~ N N DRAWING a om£~ ~ 00 ~~UU F U N>~ ~~i I ,D~NU ~ ~M~~ u M00 ~ 0 WxOU D~Up~ w 2 ml ; a U3 N ~p~3 _0 0 ~ U ac ~ r v IU d 0 vi a r FQN ~a o~z 0 a~~ ~~°w ~ ~ ~J~jW ~~Q. WNl7 2075 2070 2M~5 2060 ~°u ~ ~ p ~ ~ n ~i r-- ~ r m R ~n 1_ " Y Z " " ~ Y n~ n ~ ..~.p N nm ~ O 2055 N ~ ~ N ~i N N ~ N ~ m iG N N m ~ N ~ v N W r yip ~ ~ ~ C - m IUN f ~ L m a~ ~ MYQQ ~ UWrz 0 ~ ~~O Q~~- wN~ J W ~ U ~ W O a Q 2075 O 2070 Q Z Z 2065 - ~ O ffi 2060 ~ ~ lQ~ f~ 16~--' ~1'p~ rj f~101 M fpp ,nj. yp~-- app O o ~ O 0 1~ '~-r. N N M N N N ~ n 2055 m ~ N ~ ~ ~ ~ ~ N ~ Q " ---7C-- N ~ ~ ,o M n m M n n n n ~ ~ ~ n ~ n u n ~ ~ o ~ ~ M ~ pg~ U O a Q' U n m 2 V/ n a " WW/y LL LL O Z (Y ? Q J A ~ w W ~ 3 a a w n. 2075 2070 2065 ~ N0. DESCRIPTION DATE n pp $ EXISTING THALWEG g o REVISIONS • ~ N N N ~ n N N 2055 N ~ ~ N /cu\ ~j ~ ~ PROPGSED THALWE ~ - y~~,,,?,~~,«~~s;~,. iE~ . I~~IT~/, ~df •r „ N .U ~ n ~s~o~~~e[ SSA •~~.r I ~ f'li ~ d mil, • ~ ~ A r r , p , l' i a t ?4 A, a R h r ~ i0 • ` ~ 4 d •.~~rl ~~~~e~~ , ~I~*+ayt ~AlsaoN~ 1~~,,W Q ~dPi(i d69Yf1i t35 PROFILE "iJ ' M ~ SCALE. 1 25 DATE: 04/05/02 DRN. BY: KDH CHECKED BY: PROJECT N0: SHEET 1 OF _ DRAWING