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Home My WebLink About20021002 Ver 1_Site Plan_20020624 , I d ~ ~ ~j0` LEGEND er G{ ~ ~ CRAVEN REdONAI 4. ,d~' N CULVERT R/W 51'-0" RIGHT OF WAY R~ R/W 50 -0 RIGHT OF WAY R/W AIRPORT ~ 4' SIDEWALK , „ ~ ~ 2'-6° CURB & GUTTER '-6" Cl '-6" CURB & GUTTER 2 -6 CURB & GUTTER 6 CURB & GUTTER ,o. "~1 22~ PAVEMENT ~ PROPOSED 8" SEWER LINE 26' PAVEMENT ~ C 5, 4, 11 11 s.5' 4' ' ,~r'' ~ PROPOSED 8" WATER LINE 13 13 6' 14" 1' 1/4 /FT /FT ITE 1 4" FT 14"FT ' ~ ~ ~ F ROPOSED 6" WATER LINE TABERNA "TABEANA" 5'"p~D 1~~0 ,~11~e a a ~"~a OVERHEAD ELECTRIC SERVICE CIRCLE s e 4~ ~ ~ 4 CONC. WAIN 4" CONC. WALK SEWER MANHOLE 4'-0" WIDE CONC. WALK ~ ~d~ 4 -0" WIDE ~j ,e~ ~ -0" WIDE 1/4"/Fi, (TYPE }a, FH FIRE HYDRANT ~ ~ , Q N ~1 b ~ 1` N 4 ~r GATE VALVE do BOX ~ ~ ~ 0 E.O.L. BLOW-OFF STREET LIGHTING 5 ~pl~ N,T,S. N.T.S. N.T.S. ~pp POWERPOLE << OAK TREE N. T.S. ® 10'x70' SIGHT TRIANGLE ~ NOW OR FORMERLY I WEYERHAEUSER REAL ESTATE COMP dERLY STATE COMPANY ~ DEED BOOK 1447, PAGE 929 PAGE 929 EXISTING ZONING: R-8 G; R-8 J ~ EXISTING SEWER MANHOLE U 4 ~ 227 -INV. 10.55 U ~ IY ~ ~d I - - - - - - - G SERIER MARAaLE EXISTING SEWER MANHOLE ~ 223 EXISTING SEWER MANHOLE 225 EXISTING SEWER AT TABERNA N W INV, 16.48 ~ „_.r INV. _ EXISTING Dh'CH _ _ _ _ _ _ _ _ _ _ _ _ ~ ~ , , , 15.85 _ _ - - -151'- 112' ~ 66' 66' ~ ~ 6~ ~ 69' l 373' 272' - 20' ~ MBL oIJ ~c5r~vrv ~r ownrr~ ~ N m 20' MBL f~ ---I- -I--------~- T--------r -T--------1- - ,w I I~ I-------------- I- ,4 I J ~ ` I I I I I I I I OPCNSPAGC ~ ~ I 9771 SF I I I I I I I I , fbE'C1111~,1 ' ~ ~ / `D I ~ 9182 SF I I 6402 SF I I 6402 SF I I 6410 SF I I w ` I I' I I' I I' I 18106 SF ~ i ~ ' ~ i I a I ~ I r` r` r` ~ I 7705 SF I ~ I rn I I rn I I rn I I I oa.~ ~n ~ I 5~ ~ I I I I I I I I o ~ ~ Z I------------~ ~ I I I i I I I I N A~ 3~ 110 / ~ I I I I I I I I 10' I I I I I I I I I TI ITY 404 ~L 9 ~ / - ~ N r----------~ \~______1-_1_-------L _L___ _---I_ J_----___.L ~L EASEMENT \ M ~ ~ ~ ~'0 ~ ' S \ U ~ I I 2.0 B.C. TO SIDEWALK (TYP) 20 BL 6 HOS ~ I I ~ 6 \G,yF Q I~ I ~o~ 66' 66' 66' COMMON ~Rrii ' m I ~ I ~ I ~ ~ I~ I ~ 61 ~ P° STORMWAT R F ~ i ~ STORMWATER WETLANDS BIORETENTION NATURAL A EA I 8711 SF s.M.H ~ ~ U ~ ~ I~ I - h' Q ~T 1.17 ACRES \ ~ POSSIBLE FUTURE ROAD ALIGNMENT } x ~ ~ IN Z7 ~ ~ 30" CURB & GUTTER(TYP) ° ~ i 'i 110023 SF : I ~ I ~ ~ ANITARY SEWERLIN ~ ~ ~Y°~' / • ~ ING~ JPT~ .H. i z~ o o I ~ o. 7174 SF / / p, W ~ ~ a I ` ~ / / ~ ~'~6 ~ o I 32 ~ ~fYp) ~ PROPOSED 6 WATERLINE h/ N I , ~ , ~ FH 53' 66' 66' 66' 66' / 6963 SF I I~ ~ / ) 6 / 7 ? / / / / 6 I _ 20' MBL 2 , Iv l ` --__-_-_1_ I- I- -I- T--- T T-"~• r / ~ v; a I~ 10978 SF / / I I I I I I I I I I' 9 / / r / I I I I I I I I ~ . h ~ ;w ~p I I / / / ~ I- I ~C.J / I t I I I I I I I I p~j gyp, ~ / 3 I / 7994 SF I I I I I. I I I I• I / / ~ ' i ~ ~ i 4' Q n I / / r I I' ~ I I~ I I~ I h I ~ . ? M / / 7037 SF / / i 9S, / ~ op I ~ ~ log I ~ I~ I ~l I I i I I I ~ ~ ~ Qe ^ a ~ ~ h / i ~ ~ ~ / z o ~ I / ' I ~ 6402 SF I I 6402 SF I I 6402 SF i I 6402 SF I I 8024 SF ~ ~ p ~ /l / - ( I w I ~ I I I I I I I / p ~ ~ / / i ~ i W' ~ ~ / 0 31 I / I I I I I I i 20' DRAINAGE EASEM1~IENT ~ ,~j, / p~/ L___________1_ J______________I_ _I~_______J_ 1-_--_-__1--1-_____--L 1----_--_L _L---- ~ / ;p 5 20' :BBL o / / ~ lam tL/~ ~ ' ~ ~ ~ o ~ ~_N S~ 2 ~ z ^ - - - - - -J ~b - ss. / / 9391 __I` 9391 SF , ~ ~ lu i NsrON U C~,1S ~ a ~ 0 90' 109' 66' 66' 66' 66' DITCH 78' ' / 1 ~ ~ / m ~ - - - z l~ _Lx S !G P p 63' 66' 66' 66' 66' 70' 70' ~ 66' 8 , I ~ 04, Sq v 3 ~ ~ FLOW - - - / I ~ ~~0~ ~8~ ~/Tq . ~ ~ ~o, G~ w / I I ~ M R} Z 20' MBL w 20' MBL J I I `e! SF ~ I r--------r r--------r r--------r- T--------r--r--------r -r----- ~ - --------r- -r--- ----I- r- ~ ~ ' 11 I 1 I I I I I I I I I ~ ~ I I I I ~ I I ~ wF~ / p I I i I I I I I I I I ~ I I I I I I / S ~ NFL ~ / s ~ GOMMONJbE'C/1 RICHARD & PHILLIP SELLHORN wi s.~+.H ~ ~ I DB 1507, PG. 0919 I I. I I. I I. I I. I I. f ~ W I I. I I. I F I I U 6630 SF ~ 6369 SF N 6369 SF N 6369 SF N 6369 SF N 6755 SF ~ 6755 SF ~ 6369 SF ~ 7923 S 6422 SF 1 ~ o STORMWATER WETLANDS BIORETENTION NATURAL AREA U ~I I 1 I I I I ~ I i I I ~ I Q I, I I I I Ipp I I ~I 4y4 I~ I 43 I~ I 42 I~ I I I~ ~0 I~ I 3~ ~ Z ~ 38 I~ I ~ I~ I 3(, I~ ~ g~ ' ~ ~ 2,11 ACRES ~ ~ ~ ~i i ~ ~ "i O 1 I~ I i~ I I~ I I~ I I~ I Z a Q ~ I~ I I I~ I Ir I I I ~ I I I I I I I p 01 I I.., i I I I I 6107 SF ~ i ~ 0, ~ b I I I I i I I I I I I p I I I I I I Ot'CN 5l'~1GG ~ I i I I I I I I I~ I I ~ I I I I I I ' ~ ~ '9 \ ' ~ 2 ~ 0 ~ -I- - N J_________J_ 1________1__L________L _I_________i_ J________J_ 1______p_ N ________L _J________L ______J_ ACA I I 20' MBL N 20' MBL FH ~ ~ ~ ~ ~ l~ , I a 8353 SF ) ~2 N S.M.H. ~ i t~ I' 66' 66' 66' 66' 66' 66' lo~ TrP, 66' 72' 70' 70' 72' \ ~ N , ~ i 2 ~ 9s~ i H l~11 ~ I~ I I ,~1 /d~f'~ C.B. PLANTED I _ _~_~l.+l~/ IOI~ 1 V yOI,~L{.. y / V~ I.i N 31' B.C. TO B,C, ~ IsuNo . - - - --6--~' PLANTED ' ~ ~ , ISUND ~ ~ , I ~ ~ i I s.M.". ~ 8" SANITARY SEWERLINE ~ s.M.H. ~ - - ~ ~ ~ ~ 2.0'P B.C. TO SIDEWALK TYP 8 SARPfA J LII~ S,M.H. I I I' ~ _ , . S.M.H. ~ ~j ~ !4 1 ~o I. 8281 SF I 64' 69' 69' > , I 51 ~ 45 5 ~ ~ ~o ~ ~ ~ ~ r ~ i -_20-MBL t 20' MBL -I- -i- i r -r -~--r--------~- -t---------r -~---------r -r---------*- r---------I- -~---------r -I---------r T- w I I I I I I I I 1 I I I I I I I I I I I I I I. ~ I I I I I I I I I I I I I I I I I I I I I I I '-I' ~ s~ i 6" PU I I I I I I I I I I I I I I I I I I I I I I I I I i I ~ I I I NI I ~I I ~I I NI I NI I ~I I ~I i I I NI I ~I I I I I ^I I I ~I 2 I ~I ~ I ~I 4 I ~I ~ I ~I ~ I ~I ~ I ~I 8 I ~I ~ I ~I I ~I I ;,I 2 I I ~ ~ ~~rr,, \ ~ I ~ ~ !J I ~I ml m ~ ~ 10 11 1 I F.I ~ 6696 SF 6659 SF 6659 SF I I 6659 SF I I 6659 SF i rnl 6659 SF I 0i1 6659 SF I rnl 6659 SF I 01I 6659 SF I rnl 6659 SF I rnl 6661 SF I ml 6459 SF ~I B ' 1 I I I 1 I I I I I I I I I I 1 I I I I I I I I i ~i 8986 SF ~ ~i ~ I 1 I I I I I I I I i i I I I I 1 I I I I I I i I I I I I I I I I I I i 1 I I I I I 1 I I~ I I I I I I i i ~ 7 { i i ~ i 1____-----L- 1_____----~- L--______-L -L-__-----1--L_____---J_ 1-----___-i- J-_---_--_L -L--------1--1--------J_ J________-L _I_________1 _L________1_ --1- 20' MEL 20' MBA 20' 75' 69' 69' 69' 69' 69' 69' 69' 69' 69' 69' 69' 136' 218' N86'30'00" E 1208.4' P i~ • ~ ~~~r u?1 ,`1t11111I1171j1, ,1~tll !1! !I W o° GIN 'a, ~ AR ~,l , ,0 ?'o ~ o » NOW OR FORMERLY H : SEAL : a » A » M TODD WILHELMINES DEED BOOK 1507, PAGE 919 C-438 ' 1014 " ~ » 9 NOTES: UNZONED (IN COUNTY) O1. ELEVATIONS BASED OFF OF NGVD 29 DATUM, E 02, FL000 REPORT: lei * ~unu~ * 19 8 t,~~ ,t?' THIS PROPERTY SCALED tN ZONE C AS PER FLOOD INSURANCE RATE ' MAP COMMUNITY 370072, PANEL NUMBER 320-B, EFFECTIVE DATE: MAY 4, 1987, lr?I,In,1t1 X111111 THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM. \ 03. PROPOSED WATER & SEWER SERVICE BY CITY OF NEW BERN. 04, CONTOUR INTERVALS SHOWN ARE AT ONE FOOT, 05. BOUNDARY do TOPO SURVEY PREPARED BY BRAD L SUITT do ASSOCIATES P . A 5~0/!'7WdfCt ~~pn 06. DEED REFERENCE: DEED BOOK 1507, PAGE 0919 SPACE TABULATION 07. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS: ~ . ' A. 10 FOOT EASEMENTS ALONG RIGHTS-OF-WAY, NUM L TRACT AREA: 14.49 ACRES LOTS 1 - 12 ...................................................16253 SF 5 C ~l If an 5F LANDSCAPE BUFFER AR~A ......................8643 SF 8. 15 FOOT EASEMENTS CENTERED ALONG ALL SIDE LOT LINES. BER OF LOTS: 44 LOTS 17 - 19 ...................................................2826 SF AVERAGE LOT SIZE: 7223 S.F. LOTS 21 - 24 ...................................................5081 SF SF OPEN SPACE AREA A .......................6107 SF SF OPEN SPACE AREA "B" ......................18106 SF ~Mp~w~M~~~~NS C, 20 FOOT EASEMENTS CENTERED ALONG ALL REAR LOT LINES. LENGTH OF STREETS: 1752 l.F. LOTS 29 - 33 ...................................................6398 SF D, OTHER EASEMENTS AS SHOWN ON PLAT. PROPOSED ZONING: R-8 LOTS 35 - 44 ..................................................12320 SF SF F OPEN SPACE AREA "C" ......................10023 SF GRAPHIC scALE y ~L ~N OPEN SPACE GROSS LOT AREA SHORTAGE....42878 SF S I~ t 4F TOTAL OPEN SPACE AREA .............42879 SF pl ?~r~! OU,~ 50 25 0 50 GIIY 0~ NSW ~~'~N rOW?~'N ~ c~~ca~m FIORf11 CAC01.rrf~ DEVELOPER; RICHARD & PHILLIP SELLHORN Thomas En ineerin P.A. ~ 2000 AIRPORT ROAD 403-C Air ort Road AICUI DCDAI AIADTL! /`ADAI IAIA ~OCM UL~T L~ A OL~T\ LV1fl /'~l11,TCR~DT1l~R+T/~~1 non v~..I I.v. I VNwLmn LVVVL ADIJ AODU rvn wivalrvuvvitviv PO Box 1309 CONSULTING ENGINEER: THOMAS ENGINEERING, P.A. 2 STCRMWATER JGT 4115102 New Bern, North Carolina 28563 403-C AIRPORT ROAD P.O. BOX 1309 i NCDOT COMMENTS JGT 10/15101 Tel. 252.637.2727 Fax. 252.636.2448 BY DATE NEW BERN, NORTH CAROLINA 28563 252.637.2727 - FAX; 252.636.2448 DRIVEWAY CJTS/DETAIL ADDED SCALE ; 1" • 50 FT, PROJECT 2000-0144 Improv.,, DATE : 01 04 01 NO. DESCRIPTION BY DATE PLOT FACTOR: 1 : 50 PLOT NAME tOB-SWPLAN SHEET: 10B OF 10B