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HomeMy WebLinkAboutAnderson Creek- PreliminaryDISCLAIMER OF LIABILITIES FOR THIRD PARTY MATERIALS THIS ANDERSON CREEK PREL➢DNARY PLAT REVISED BY HOBBS, UPCHURCH & ASSOCIATES, P.A. INCORPORATES MATERIALS PRODUCED AND SUPPLIED BY THIRD PARTIES. THE BOUNDARY AND PHYSICAL LOCATION L11 L12 L13114 PHASE 1 SITE DATA PHASE 3A SITE DATA ltdohd OF IMPROVEMENTS WAS PRODUCED BY BRACKEN AND ASSOCIATES AND JOHNNY POWERS, SURVEYOR. HOBBS. UPCHURCH AND ASSOCIATES, P.A. RELIED UPON THE ACCURACY AND RELIABILITY OF THE MATERIALS e / Us X41 PRODUCED AND SUPPLIED BY THIRD PARTIES, AND HOBBS, UPCHURCH & ASSOCIATES, P.A. NEITHER PERFORMED G9F NOR UNDERTOOK INDEPENDENT REVIEW, VERIFICATION, CONFIRMATION OR INVESTIGATION THEREOF. HOBBS, "COMMON AREA" G6 <r> UPCHURCH & ASSOCIATES, P.A. THUS DISCLAIMS AND THE USERS HEREOF WAIVER THROUGHOUT THE USE t~~j Ls stit so eez en em en 6n en Be tra I HEREOF ANY AND ALL IMPLIED OR EXPLICIT WARRANTIES, LIABILITIES AND RESPONSIBILITIES RELATED TO THEIR tit MICAHS WAY ACCURACY AND RELIABILITY OF THE MATERIALS PRODUCED AND SUPPLIED BY THIRD PARTIES AND INCORPORATED HEREIN. V-0 HOBBS, UPCHURCH & ASSOCIATES HAS DESIGNED AND RECORDED PHASE 1 ONLY. pQ~os ~6 a"eu t~ PHASE 2A, MULTIFAMILY TOWNHOUSE, AND PHASE 3B1 PATIO HOME SITES ARE PENDING 9tJL tee" au APPROVAL AND RECORDATION. Oil Q o- - 01 ('tn a" V4 '~Y ~ ~ >ez Q4 71 ~ "COMMON AREA' \ \ ~ m aro .x,mY 4~ ~y VA / /WSiING en we au 1117 Ns 9y5 £ ere/ 5'"°v. YYY III 7A / 7/I B1° alb M4 i ° ar LEGEND N. 562 67L1AXLE LZ ~3 7x n5 r en em e ~z < eras .5301 E- 7,005,170.3116 Lt m ' F em ale P on em eu eee VIMFT i • EXISTING IRON PIPE 7ro7" I P 7as o n, ' l 7w7N ea D 014 7oa~ a23 d` ero MONUMENT SET 74a 7w 7u 1. em am°9 y.~.„,'^,. 1r mo ~FRVIEW 7w "COMMON AREA eea 60/ °f m an Bee P.K. HAIL FOUND i 747 OR ~ ~ ees A m U ° 1 We Ae >Ja Tao see on WATERSIDE esi e71 P.K. VIAL SET 737 / n eao CIRCLE em I J aae R.R. 13 SPIKE FOUND I 734 'ros g aw m "COMMON AREA" as 7n / 7a m ~ OPCSkD I ax a A R.R. SPIRE SET 7az / 06 3 1°° ap see i z BENCHMARK 7az 7m 701~ w° em aw es au m EXISTING a © ~ n0 ~ ~ as OaDlgME 1gNE eaz LAKE I s = CONC. RI MARKER ❑ ss ~A? n° 6 0B ne ea 041 e+z e" R NdESIEAD LM 3 AMt ,1111 I 7a Tee yca 7za na n8 n7 ne AB as n0 °O ab /7e I TLAT COU F. SIM SM WETLANDS c 7n n/ ~ em 116 N- 561,237.69526 7s7 ee n 1~8 n, na mne / + E- 2.005.203.50136 a° n2 ISM~ ® \ \ ul lae QI 7" 726 ' S~ 780 7u /1 °N 47J +T! +n n zs YVI i MICAH S wAY bit LINE TABLE FOR BOUNDARY 1 CD z B2 m ' / / 6R wa wa 1 NUMBER DIRECTION DISTANCE 0 /m 467 / +ee +70 LI N 69°35'43" E 268.21' +-1 r $ 2 4x +x +ae ea +m 4W SP L2 N 68°16'33" E 135.37' P ' uz 4A a " L3 N 65°11'54° E 137,32' sA r an +m "",+z L4 N 64°05'58" E 1027,87' 00 ew a` zw y + "8\y +ae ~9 b~9R raA a L5 N 64°06'22" E 204,59' Is $ r 5 zee z o WAY 40 eo /0p O Fq. LE6 Le L6 N 63°16'10" E 418,93' 2a7 zm zn m m 174 ,a n e w I/ S !i L7 N 62°45'35" E 176,41' 2 e rn la ee A ~ a" en I / L 1 L8 N 61°47'21" E 430,70' 107 L9 N 64°0028° E 248,55' ~ a n I a, azs au ere cpMMOU atEq n m T~ ~ L10 N 74021'56" E 255,14 U ~L11Y AU, CRBA oRzas 2" ,m a M a J L11 N 81°45'21" E 149,75' 02 DN+ a7 o L12 N 87'52'57" E 183.30' µ aaz m 2e0 W ApLITy a. ` L13 S 84°22'36" E 187.32' A UW a 62a zez ~y % aRCtt L14 S 78°23'44" E 120.822' K aB am 291 F aaz 01 n B° n ez LIS S 76'15'42" E 546.19' ] ass zw s m i u L16 S 75°51'12" E 150,95' Ga 4 nB zro 7B+ " 12 n x n _ _ 18 az P L17 S 73°11'39" E 163.70' 352 as i u ° a m' s MULTIF n vPy a L18 S 68°48'11" E 295,90' Oa' ela au a L19 S 66°43'56" E 247,48' sx ® nl Jz f ns u " a x IY Om y ,r L20 S 66°35'28" E 391,14' 22 m sue- - - L21 S 23009'15' W 2497.53' i Ana an nz ns J0~ IAXE 7 n w / 7a~ O f y 118 'm av r b fv nso L22 S 42 33 53/1 E 192.03 ER _ zee ere / W usr 6 ss x s °6 lee ° L23 S 52°26'45" E 213.34' w rAIE HILL m L24 S 56°25'30" E 40,58' sw 80 zw w 8 s sa / j Ci»T ms 1% s°a en 4y~ /°`w L25 S 74°00'58" E 119,58' e0e zaz m v 60a x m / 7'' 1 ° : a s: xi L y 121 r ' de 8m m 3f4 ° 1e8 lat 1/f w sae as x e$ ~'n dy, ,m ~ ew L26 N 78°12'08" E 287,73' ` rc em sn ~m,,Y.-.1 ° ru Au a P 10&i J1 ~1 ss u m fa w "8 Oae en w ea 2eB o za!' Aa, ma L27 S 79 43 37 E 253.95' _LAIIE L28 S 39°43'07" E 206.17' a L29 S 75°30'12" E 177.77' ea zw 41 w zm ILSPI 1119 n7 x w 0~ 5w vMet Y L30 S 00°24'03" W 273,58' as en - - u zez ma ez In L31 S 29'12'07" E 259,52' am 'a ew J ayyy4 " / - 0 ° L32 S 68°48'56" E 302,62' ex 2e w " Q \ \ 11 \ \ L33 S 00'42'03" W 270,08' 12' EXISTING za ,o 46 L34 S 47°19'57" E 133,97' WATERLINE xB 24 x m ~44k u MULTIFAMLY L35 S 86°55'37" E 197.32' ere 6°z 56 56] 2b s ( /e pK.M L36 S 66°20'21" E 295.25' <ms xs ee8 886 am Fm SWE2 \ L37 S 28°18'45" E 24696' am am zz ° u n mD u+w ne w+ ~L L38 S 49°39'38" W 347,96' \ 6n au Be0 n zo W44A 5 m me s" az° "a tl2 L39 S 20'37'53" E 1527.65' sn an s7+ 5 3 s 31 ° ROaa ,2 P~CS DRwE /m L40 S 50°35'55" W 492,35' Oa e 19 17 L41 S 37°51'27" E 2625,38' sn J1 au x+ eras sa L83 N 23°42'57" W 408,54' \ 'COMMON AREA" m ~+tttalur an L84 N 22°55'23" W 613,62' ANDERSON CREEK PARIN L85 N 23°24'49" W 270,56' "d ° " 12 =j root a earn ERS, L.P. sp ss xo s7 L86 N 25°46'00" W 1 FUTU DEVELOPMENT 145.09' is ~ ISIlilxa1 ~ sw sw x8 w L87 N 30°23'49" W 260,43' d qR + " ses n 2 L88 N 34°23'16" W 642.45' cm a C a I I ' a L89 N 36°19'54" W 138.50' "~Q ~~j ° s+ I I xz m x i n L90 N 17°48'54" E 311,10' 'G QQ Q w 344 ro L91 N 17°48'19" E 681,79' r` s z !3 . is- tNOTM o L92 N 17°22'49" E 640,76' d s x'67 0 N L93 N 15°03'47" E 177,04' u 1.) THIS SURVEY BEING A SUBDIVISION OF THATTRACT PREVIOUSLY It L94 N 06°57'39" E 320,45' RECORDED IN DEED BOOK, 1346, PAGE 98-108 HARNETT CO. REG. r~ 1 0 L95 N 00°43'57" W 215,53' FOW MEA a llNE BOUNDARY SURVEY BY JOHN D. POWERS JR. (L-3719) L96 N 03°18'55" W 331.63' rfjO o~ 1RALAWG 407 DUART RD. 00 L97 N 03°22'11" W 143517' ` LUMBERTON, N.C. 28359 ANDERSON q 2.) UtLtties-FUTUIN f - E10STI A.) Water- There is an existing 6" waterline on Lemuel 1"/12- 1/4'/12t/2' I-2 MI LA~ LAKE Block Road and an existing 12" waterline on Nursery Road m f and Ray Road (within the proposed development there will 1 MAX be fire hydrants placed no greater than 500' oparL) e'CABC MIN J B.) Sewer- The proposed development will be serviced by 721' W sewer lines, which will then be gravity to a outface line. F- which will gravity to a lift station located on the 1714 acres. L0 a01 From the lift station it will be pumped to a manhole near the intersection of Ray Road and Overhflls Road 30' ~ y (manhole to be supplied by Harnett County) From that manhole J -a CV L' ` it will be gravity to Wellons Sewer Plant R~2'' R/W / 4 W 2 X125 ti 5~. 3.) No cul-de-sots exceed the maximum length of 2000'. TYPICAI STRFFT CRASS SF('.T nNl 2 4.) There will be streetlights within this development. TlPICi TYPICAL CUL-DE-SAC N TS NTS AND COUNTRY CLUB omom 19, 04 Ld ry 5.) Due to the size and magnitude of this project the Developer IW- and Planning Department agreed to omit acreage and distances N for each individual lot to make this plat more legible. All Q lots conform to the typical lot diagrams as shown above. 11P. LOT 1YP.GOLF COURSE LOT 11P. CUL-DE-SAC LOT CUL-DE-SAC LOT HARNETT COUNTY, N.C 25 PSW 121 6.) No zoning is in effect for this project. Z::~ BG.GD' 80.50' 00 -/7 7.) All lots conform to general requirements and minimum design SCALE: 1 400 CNMCM PSW p standards (All lots are at least 10,000 square feet and have at w o c 10! v Iff,35 DATE: JANUARY 19, 2004 SCALD , least 80' of frontage. ci if 00 - 11 p 8.) All common areas will be maintained by the Developer until 80.50' -36 - 80.50' V DEED REF. 1346/98-108 M 1 -400 ANDERSON CREEK PARTNERS, L.P. each phase is 95% developed and a Homeowners Association is in place gp.00 8 w~ FRONT ° 300 DELAWARE AVENUE, SUITE 750 9.) All streets within this project are 60 feet right of ways. 10000.00 SO FT 1207 0550 FT ~h e 400 0 400 800 1200 36 Ya ° N.C.24/87 WILMINGTON, DELAWARE 19801 G.zaAGRE ozsacREs 168.75 SO FT M W NOT TO SM 127 0.294 1M~ ACRES L~ R-