20080645 Ver 2_Site Plan_20090115 (2)

LEGEND SITE INFORMATION
EXISTING CURB & GUTTER TRACT ACREAGE: t 20.88 Ac.
PR P D CURB & GUTTER BIRCHWOOD PARK 0 OSE ~ No. OF LOTS: 35 plus one
unbuildable lot
00o DRAINAGE PIPE, FES (FLARED LINEAR FOOTAGE END SECTION) & RIP. RAP OF STREET: 12200 LF
~ ° GOLFERS LANE AREA OF z~ 0~ 50'
STREET R/W: t 2.60 Ac. m~ ~0
CATCH BASIN, DRAINAGE ~I' ~ ~ \ PIPE & JUNCTION BOX ZONE: A-1 WS PRESTWICK g\~ ~ 1
DR, I f MINIMUM BUILDING SETBACK R .TYPICAL SIGHT DISTANCE ; ; EASEMENT a e' za' s' 6'
/ REQUIREMENTS: 5 ! I (SDE)
FIR HY RAT ! / R
T E D NW BLOCKING FRONT: 50 Feet q~ ! / EE & G.V. / q N / l SIDE : 15 Feet FAR SO C I / I W
REAR i 40 Feet ST GT,y y1Ly ! / 1 7U SEWER MAIN W/MANHOLE SrR S8 ! 1 ! 70 ~ ~ 0.02 0.08 4 2
SIDE STREET: 25 Feet FFj. 1 I ! 1 ~ - ~-I 11-1 . t III-111- 1 r-- ~
MIN, LOT WIDTH I - I I-1I Ir I I ~I I 1=1 z• sF~SA AsPHa.T I I I„I ' I I~ ~ ,I I1= -I I i l I=III: s°aec ~ ~
BLOW oFF AT MBL 100 Feet NOT TO SCALE I I MIN. CORNER LOT WIDTH !
v T Y M a P I XI TIN OVERHEAD UTILITY I C I N 1 _ E S G ' nor WIRES AT MBL 115 Feet / ; ~ , PRESTWICK DR, BIRDIE DR, EAGLE DR, PAR COURT CROSS SECTION i
, EXISTING SEWER MAIN , / _ NOT. TO SCALE e ~
EXISTING WATER MAIN ` ~ / ~ ; ~ ' / ~ ~ " p ! l ! r' ~ 845 A qRk ~
EXISTING GAS MNN I \l.~ , ~ / l I / G;45 NC, 9 ~9 /~C NOTE: \ ~
\ PROPOSED WELL I ~ ! J ® ~ _ , e JOYNER, KEENY & ASSOCIATES NOT RESPONSIBLE FOR SUBBASE DESIGN. Q ~
l J ~R C Q PROPOSED STREET SIGN 1 / ! / \ \ \ ~ ~ ~ ~ ~ ! ~ ~ ~ ~ I ° ~ ~ ' WITHOT EEREC MId1ENED IS~TREETR DES GN WILOL BE ESUBM T pl pO THE~H Or` W v
® EXISTING WATER METER J i ; ! l J MFS \ PLANNNG DEPARTMENT V N
TBR TO BE REMOVED h J j' ` ! / 't ~ l 1 . 0.81 acres ~
STREET CENTERLINE PC,PT,PI ~ ~ / ~ : • s ~ f \ / / N `T\~ ~ ~ ~ o
BM BENCH. MARK ~ ~ ~ ~ ~ I J l l ~ r r / , ~ ci
P/P POWER POLE and i l I / ' l 1 ; J ~ ,j ~°T`~ ~ o ~ ~ z j ~ ~
. j jl j ~ ~ ~ ~~V n • W ~
~ T.PED TELEPHONE PEDESTAL •T,.. l I li / O ,•.,A I (OL' Op H '~;"°«:igc~~:;.. ~'r,!^_
I rM kg 0 r ' O CO SEWER CLEAN OUT / / 6 "'`~P~ \ / ~ , ''•x,e l e0 ~ y IFS :e :'~''~`~89~ y`.~".@~,~~\~.~ \ j rye ! V ~"'^1 O ~
CB STORM DRAINAGE / I\.. ~9 ~ r : l OK ' & f CATCH BASIN / I :~,,y~ I r / r , qGf I~o ! jj ~ J ~ ~ U U
I RAI A IN T ! : ~ ~ ' . r ~ / ~ °'•e ; %3;i~ ~k/S r "'~'r, .
~ WV WA ER .VALVE /
r 0 , I a r S'' • r ® cv Gas vaLVE J 1 I ~ ~ , . M~~ ~ ~r WN r; ; l
SIGN GENERAL SIGN l I l I OOr?~ 0' ,<S . CiMI>•S ' '~,,~,Ptk`~ipirNG I I l ~ 0 ~O ~ ,~~~t ~ ,.+i _ _ 132. EXISTING 1' CONTOURS J / n
, l !,y',A `'f+,~a.~...;. .,,`~~I EIP ~2. ,:hy'~ .y tc 3256 XI TWG SPOT ELEVATION V ~ ! J w+., ~`T. Irv +i ' ' x E S I 'r.pOG'i / tf;~."wwV~..., -rE ~
,l ~ / 132,56 PROPOSED FINISHED GRADE ` / I ~ F~ 1 ~ 1' OS ~ l r~ I ~ 'v„ ~ ~ x
9 . . ' . `i 132 PROPOSED CONTOURS ' ~ l ~ 1 ~ • ! f r
AREA LIGHT POLE ,5 ` ~ / I r' i ' , : ' . ' f o l ~ ~ E1Pl ~ ' jj ~ T'•~` ~ j ' ~ o
- - RO OSED EASEMEN ` ~ ; > / I r I ~ ~ ` ~ , ' . ' 1 ! 7 ! ,186"J:i' 4,6 , BRIAN TRACY BEDDtNGfIELD ~~/v, ; J% ! ; N; ~ ~ . ' . ' ' , I p` h5,975 sq.it. ' % r ~ ~ S e ~~"~.,846g• j ! jj /
- - - -PROPOSED SETBACK LINES DEED . ~ , EIP ~ o~ ` BOOK 1583 PAGE 427 ~ ; ~ 1 ~ ~ . , o
r r , ~ 6 I ~6~0~ ~.I~$?T~ ~ !
V yy o' $ ~ / I~ ~ ~ ~ ~ I j !
\ `',~1f r nl EIP. '1er~~ f r r , t • . ' . • , • e ? I ,1 ~ \ r / l 1~ ' j /t5,908 sq.rt~ ~ l EfP•.~ ~ I ~ ~ i ~
R IATI 4' ~ ` r'~ ' i / Or ~ a.a . , I ? 11.5,908 sq.ft. GENERAL ABB EV ONS < ,a+' ?;3~~ ? I roes Surve ed M . r i ' ' ~N°'`~ ° ~ . ' of I ~ I • N
Lines Not Surveyed " % Afy, i % r ;fir ~ F a " ~J/ f , , i I rf' ~ ~r9 ' n. `ig f IIl9 ~•~'~•`z j j '~~~`~,,~~''~•:~WM i ,
EIP Existin Iron Pie ~ `}G~y ; , , ' } I, ~ ~ . , ~ ~o 9 P r; Itc ~ ',s f' a O t r 2 ~ . ' ? , of O ~N ~ ~ ~ ~ar~ ~ ~ ~ ~,I I r•., , J s~$,,, :Mrs !!l j \~~`J/ ~ ELI I I ` ~EIP Ir I /
NIP New Iron Pipe Set ~ WLdUR J. C GI ~ "1~ w 6 s PKN P K Noil Found ~ DEED BQOK 809 rPAGE a o~° / ~ ' ' ,'I-' I i 21.1 4 sq.n:~. • ~ c ~ 1 t 1 11 Ipl til ~ i\~ I i ~ 1 `
NI - No Iron Set or Found \ , + .rye ~ } i . ~ ~ 9 9 ~ --zt.,731 sq.rr. J '~.~t.... el
R/W Rood Right of Way 4 .n ; Q ~ I r e ,~,e ; 2~ - _ I I X291' b 6,169 sq.ft' C L .Rood. Centerline ~ r _ 6,169 sq rC, 1\, r, ~ i I'• L . \22,477 S0. FT. O ~ j ~ ~ (j
o Indicates Property corners ° , ~ - , a - . _ _ INV Pi a invert r ~ i 1 ~ / ~ i~/'~~\\ ~ 8s II ~'eI 11 '
- a s ~ c ~ ~ ~ , FES Flared End Section ~ ; av , • ' • i, e' 1 V , i t, EIP
RCP. Reinforced Concrete P pe ` , ' I , ~ ~ . , i 0 . f . ! N80'S4' 186 m.. ~ Q'
CONC Concrete 25"W~,.., ° i .1;' ~~p ASP Asphalt _ ~y , ' I ( ' r ~ 304,7. , , , . .;i;. ~ ° v,135~s~ W BUR J. & RE ~ 4 . • , \ \17,13Ensq.i i `,.tN t _ • / .,y ^r O YJ 1S
f Pavement 9 ~ . ,7. ~ ~ ~ COGGINr ~ ! , ' ~ ~ , EP Edge o ' I I ' / N a~Q 1\ ^ \_.~..,~~g ~~y l t~.t~ ry ~a DATE
F Face of Curb ~ I ~ K 364 PAGE 74 ~ ~ ' 1 ~ P BC Bock of Gurb R ~ +s,: ~ ~ G~ ~ v ' i , / \
TC To of Curb ~ ~6 P \ \ +~o, p ~ I y~ /I Y Y`" / \ ' ' 'e ' . f a n ' ~ j~~~ j'l • ='y8~~~_ _ ~ ! ~ it - s - ~ ~.y;:.;~~, OCT 5, 2004
FL Flow. Line of Curb ~ ~ I ; , ~ ' 00~ ~ \ , ° ' • , ° ° ~ y \ of ' , , I/ I / \ I '1 I ,'0 ',0 0 e \ , / , \ \ \ ~ Irv r ~ ~ SCALE
I \ , F. , . , , ~ 1, CONSTRUCTION PLAT shown hereon is subject to: „ ~ ~ , ~ . + pE ~ , . . ° • • , ; • o~ e \ ~t ~ O r ,r
A) Town of Noshville Review. and Approval ~ ' ' • o\' \ ' > B NCDOT Review and Approval ~ v ' / / ~ ~ \ r , ` 1" = 100 Feet •O.\;;•\; 23,335 sq.lt. ~ i fr
C 404 Weiland DeGneotion , 0 M / oi~ ~ ( 16 \ \ \ ; ~ ! r ~ DRAWN BY
Fi I To o ro hicol Surve ~ ~ / 11~ ry 2. Street construction shall conform to the requirements of the 40. For underground naturol gas service contact Kim Ramsey, Utilities ~ ; ~ ~ / , Z~ Ir;,. ~ \ O. 9,997 sq. rl\ ~ \ \ i ~ / it rrr
n r n ifications for Roadwo and Structures, r n i f r h i i R k n 7 -1274, ~ V - ' I NCDOT Sta da ds o d Spec y Marketing Rep ese tot ve o t e C ty o oc y Mou t of (252) 9 2 ; P ~ , z5,ooo sq, t. o ,
' n• I in here sown of n r 1 or latest revisio exc ud cases w r in II f r in Ilin Q / ' ~ o.!i r:~ .o~• Ja ua y 2000 g All underground City gas facilities o e to be sto ed be o e sta g ~ ~ a~ Nashville has standards in which Cose will over-ride DOT stondords, rb and utter and street im rovements. If curb and utter orid street _ t~~' ~ ~i~''`•' ~ '*.l o~~ ~ ~ ~ \.~\~9 \ ~ ? ~~s: ~ ~ JOB NUMBER ~ ~ `'o\\\• J I _ _ - 020386
T r hic Do~ia token from on octuol field Surve . Contour Interval is 1', cu 9 P 9 P{ ~o' ~ ~ \ , \ : ~ \ \ ` 3. opog op Y improvements ore installed prior to gas utility Imes, the Clty well not y1 ,E, ~ , , ~ ,1 \ o , r; „ i' •
Reference Datum is based on Meon Seo level, accept responsibilit for doma es to curb and utter or avement, nor N \ '~Z \ Y 9 9 P . o. , i ~ 4. Boundary Information token from on octuol boundary survey. !D 0 M ' ' t 'v, ir.~ 23,999.sq.4J yq.pj ( '\15,BOO sq.n:\ ~s• , 'T'-'~- - DRAWING FILE
will the cit absorb the cost of bores or pavement patching or landscaping. N L , inim m Lot Size = 15-000 S Fi. Y 0 ' 5. M u q ~ An relocation of existin .naturol os utilities will be at the owner/developers ~ ~ b ° 1 is, ® -~,ti\ \ ~ ~A, i ~ I ~j PRELIM.
6. A complete and thorough Survey and Sail EvoluoGon is required ex ense. 9 9 ' ' ' ' I .1 ' ' P ~ / , t~ ' and recommended before purchasing or developing Lots. 41, Building construction is not permitted on LOT 36. ~ I'i~ •c• ~ ~ ~
7, Lot Dimensions shown ore approximate. 42. All radii of street intersections shall be 25 feet per NCDOT subdivision ' ' f it ~ . • ~ ~ I
8. Electric Power is proposed to be placed UNDERGROUND, ° , ' 1 : ~ \s o stondords, , . I ; ' ~o. ~ ~ ? >r 9. NCDOT prohibits the use of plastic culvert and drainage pipe, the ,
construction of .bulk heads, masonry entrances, masonry light and 43. Traffic control signs and street name signs will be installed by the Town ~ ~ ~ • ' I \ ' ~ 21
moil box su arts i.e. an ermaneni structure within the Ri ht of Nashville per Town specifications and the developer will reimburse the , ° ~ ~ PP ( Y P ) 9 . I a:•' a 23,960 sq.lt. of Wd , ~ Town for the total cost of signs and insiollaiion, F,~. ~~`;~k.~c• o. ~ ~ 1 ! ~ c~F?_ I ~ (n (!I
10, A 5 foot drainage. & utility easement shall be placed along the property 44 Th T n m r it the owner to execute o siormwoter mono ement I • ~ ` : ~ , , J` ~I i i . ~ ' ao I \ 122,683 sq.l~ '
lines of each lot in this subdivision. a OW oy equ e 9 Il . . e \ °~s' \ \s, ~~G,/ / / agreement with the Town and provide on operation and maintenance ~ I ~ l i.ff~ \ \ i~ `l ~ r I i \ W W
11, This is a Construction Plot and is NOT to be used for .RECORDATION, , , o reement Ion for the facilities. The owner of the ro ert ma be .~i:~c ~ ~ G' .CONVEYANCE or SALES. g P P P Y Y ' I ` ~ ` k \ \ ' ' „ , „ required to provide other documents desi ned to uorontee maintenance \ rl>-` \ ate` . ~•r~?,~~y ? ~ ~ 45;1YO .i '
_ _ g g 20 ` ~ 12. All Right of Woy ore Public unless nosed otherwise. of the stormwoter mono ement facilities. ~ ow~• ~ ` ~naM 2 • 4 - ~ ~ 1e,1a2 sq•r 19,182 5q.f / ~ p \ I U U / / 41,4',11 ~ \ _...._....,_._......j UI
r m ordinate method. g ~ I ~s, ~ 13. A eo co puled b co : p\ i Y 45. A Verificoiion of Compliance with Environmental Regulation Form wilt I o .;,r^;.~°,~ 14, .All distances are chord. g be filed with the Planing Deportment prior to any land disturbing ~ ~ I '~i~G.. : h; • \ ( ~i / ~ I / / 1 i 18,,E ~ I 1 ti~ , ~ (t., , i l ~ ~ ~
~ 15. An relocation of existing electrical facilities will be of the developers ~ ~ ~ \ , i~~ i Y OCitivit on the site. y p I ~ \r ~ _.,.1111t~ 32.766'sq.it. ~1 I0 \ .r°°'"~ ",,.~.~f?•r-~•~... _ ~1.,, / 6~ j 4 ~ ~
expense. Y ~ ~ h "Y° . ''N7 • \ i;~~i . 46. A siormwoter Ins ection Fee will be re uired rior to final lot o rovol, / ~ I 2. • . i ~ i6. A sign,permii is required to be obtained from the Town for P q P P PP ~ '
47. Pro osed detention retention and must be owned and maintained b the ` > ~ ~ I ~ '•r. , ' i subdivsion entrance signs. P / P Y ~ s.,, ; , ~ i '0 17. Surve or DID NOT visibl see on cemeteries in any open areas unless developer or the homeowners association, ~ ~ y I \ ; ~ ~ ' ~ / 19 1.11• ~ I O u• ei~ j R>- ~ Z Z
~ otherwise noted. Y Y 48. All easement:, shown will be dedicated to the Town of Nashville. \ ~ w ~ I ~ 27,651 sq.f1. . 1 N ! ~ / ~ am ' j - ` ~ -
1 i n f nder round Utilities ore APPROXIMATE and muss be field ~ ~ ~ N 1`,. , a 8. Locot o o U g ~ ~ - -4 4 , I verified, CaU N.C. One Call Center before digging, (1-800 632 9 9). ~ ~ 1 111 1`' ' ~ of ?~t%'',%~ j ~~4, ~ '
, 19. Joyner-Keeny & Associates only located utilities than are above ~ 0~ ,
a 3 ~ 0 I ~ •~4~ round at the time. of field Surve . Underground lines shown hereon are ~ ° tu,O 9 Y ~ 02~ I 1~ ~ o roximate or os reported by various responsible parties. 2 r, , ,`\1~ . ZS).1' ~ ~ J 111 1 i.18A ~ ~ , OO; j ~ l ;Lys, CO ~
a PP h D ` I 44 20. Surveyor does NOT guarantee that any Underground structures suc os ~ u+ .I
rn ...utilities, tanks, and i es ore located hereon. ~ ~ , P P 21, Le of Reference: Bein a ortion of that propert described in Deed Book 905 v``` ~ I ` ``'w 00+~ : x'835,7 ><4\ e; /
~ 9 9 P Y ~ I M Poe 14 and Deed Book 655 Pa a 517, Noshville Twsp., Nosh Co. Re . ~ ~ ~ ' ~
M 9 I n line ion has occured and .Shell & Keller has determined that ` ~ , A o d de of ~ ? \ ~ 22. wet y , ~ n h n rmii is re uired of this time. ` o wetlands are .Isolated o d t of o pe q j ; ~ ' ~ ~ SOUTH CREl7R'- '
~ m n i t encumbrances that ore found Burin o thorou h , \ 23. This ap does of dep c 9 9 ` , r ~ r 1 '~F j SECTION 2 PHASE 4
~ title search, ` yr I , i' 1~AT-$OOK 3t PIAGE 31y1 i ~w>-N-ozcn r 1 y e j i ~ J
~ 24, The. property shown hereon is located in a WS4 Watershed Area. per m WYATT McGHEE from the Town of Nashville. This subdivision is being developed
C7 pef the low density option (which allows o maximum of 3 dwellings per acre.) f,'" GLUMMER L. LEONARD, tnC. ir~ t~ j ~ i• ~ ~ 57 1 47
~ 25. Tox Parcel ID: 3800.12 95 0801 U & 3800.16 94 76240 i` ~ ~ ` , MAta~ ~ BOOK 24 PAGE 234 ~ nin is rici: Zone A-1 WS er WYATT McGHEE from the Town of Noshville. Ro 6~ ~ , i~ r SAMUEL A. tr ~ l~ ~ ~ COCKRELL
d 26. Zo g D t P S •y ~ ` 27, Address is Nashville, N.C. 0 , ~ DEED .BOOK 12tg pe,~ t4
v; 28. The contractor shall be responsible for all work .zone .traffic control i ~ J in or ad'ocent to NCDOT ri ht-of-.way, All methods shall conform with the ~ 4 ' 100 0 .100 200 300
~ n 1 1n nit rm Traffic Control Devices MUTCD and NCDOT stondords, r Z 2 Ma UO 0 U 0 ( ) 1 4EIP r r
~ , I 29. Contractor shall. be responsible for verifying the minimum building setback n ffi f r n r lion, , requirements with the Building Inspectio s 0 ce be o e co st uc ~ TELEGRAPH ~ t ~ e i r ! JOYNER, KEENY do ASSOCIATES i
Q 30. Any house dimensions shown hereon shall be verified by the contractor/ \ ~ ~ r i 7 ~ ~ _ LAND PLANNING & SURVEYING i
owner prior to construction. ; ` : X33 's ` E i, Pro ert Is NOT located in o Flood Hozord Zone 100- ear flood lain per ~ ~ Eip ~ ~ U ~ - ~ O O P,O. BOX 7533, 209 N. PEARL Si, ? ~ - , ` ROCKY MOUNT, N.C. 27804
3 P Y ( Y P) ~ t I , r' ~ November 3, 2004 Femo Map Panel 3720380000) and 3720381000). _ ~ 0 R=25.0' f f - [phone] VOICE ~f ~ ' ~ - ~ [phone] FAx
32 Pro ert is"not located within the Town limits of the Town of Noshville except R 35,0 A,,~ , ~ ~ Z P Y i i hin h T n f h file b 50 Feet, r`'~ ~ df ~ ~ 1 ~ _ Certification by the Town Monoger that this Construction Plat os approved
g the easternmost port which s w i t o ow o Nas v y ~s F- 33. Water-and sewer information shown hereon os reported by Lorry Williams ~ by the Town Council on 20 ' ~ , WATERSHED
w ~ of the Town of Noshville. 24.0' j
34, Sewer Services for Lots 9, 10, 15, 19, 20, 21, 22, 23 Shall be installed ~ THE VILLAf;E ,AT SOU'twC rn ~ 3 1 8" per. Foot. MAP BOOK 2~ A / ~ ~e cE ,rtS ~ ~ ~o ~~~1~~~~1
~ 35. Each Property top should include meter setters with check valve or bock flow ~ 50.0' ~ LOTS PER Ac.• 1:6
preveniers and Neptune radio read meters .that read in gallons. , ~ 36, Since Town water and sewer services ore to be extended to development, f Town Monoger Jl~~ ~ ~ ~~i~~ ~ .
~ ~ m o eGtion for annexation well be re uired to be sumitted, Q ~ ~ PERVIOUS AREA: ~ ~ q, Certification by the Public Works Superintendent that this Construction Plot DFldl?-I~'A';Efit~Ip~uTv
n__. _a__ ~~~~_t~ ....,I L. ~L1.~..~~J ..J Il.n wnnnn •'~q~. ` . \ ~ ? . / ~
rv Jmequlreo wider unu Sewci pcnmW Will uc vuluincu, unu %'Vvma V. my Qv-v W r~ Z. Al meets oll opplicoble Town stond'ords. TLAJNDSANDtb#~.Ava
sholl be submitted to the Plonnin Deportment, IN 100"', Nw to 9 ~4 Z 00 38. A Sedimenioiion Erosion Control Pion will be submitted to the stote & on approvol IMPERVIOUS AREA:
m CD letter will be submitted to stoff prior to ony distributing oct v ty o the site. C) 39. See sheets LS A LS and ALS-15 for Appion Consulting % 3 \ / 14.7
Engineers, PA Woter and , rv SonitarY Sewer consiuction details. STANDARD CUL-DE-SAC
C) TREE r AREA DISTURBED: Public Works Superintendent 6 K,TREE ASSOCIATES LS-1A i
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