20110775 Ver 1_Site Plan_20110826

Strickland, Bev
From: Fred Rash [[e-mail]]
Sent: Friday, August 26, 2011 8:37 AM
To: Strickland, Bev
Subject: RE: DWQ# 11-0775 Abby Gardens
Bev,
OK,
Try it now
Fred Rash, PE, LEED AP
Project Engineer
The'vVooten Company
120 North Boylan A,tenue
Raleigh N% 2,603
919 823,1531
Fax [phone]
www.thewootencomr)anv.com
ICJ
THE
WOOTEN
COMPANY
-----Original Message-----
From: Strickland, Bev [mailto:[e-mail]]
Sent: Friday, August 26, 20118:27 AM
To: Fred Rash
Subject: RE: DWQ# 11-0775 Abby Gardens
Can you unzip the files? It is timing out and will not let me copy the file.
Thanks
Beverly Strickland, Administrative Officer
I)ivision of Water Quality - Program Development
N.C. Department of I?nvironment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Phone; 919-807-6350
Lmail Address: Bev.Strickland(a)ncdenr,gov
Main Line [phone]
Fax Line ;i [phone]
F-mail correspondence to and from this address may be subject to the North Carolina Public Records Latin and may be disclosed to third parties.
From: Fred Rash [mailto:[e-mail]]
Sent: Thursday, August 25, 20113:32 PM
To: Strickland, Bev
Subject: RE: DWQ# 11-0775 Abby Gardens
Bev,
Please see the directions below. Once in please navigate to the folder Abby_Gardens. If you have any difficulty
accessing the folder or downloading the files please let me know. Thank you.
The Wooten Company maintains an anonymous FTP site for the exchange of files. It
can be accessed using any ftp client. If you do not have a ftp client you can
access the files from Windows with the following instructions.
1. Open a Windows window (NOT Internet Explorer). If the Address Bar is not
displayed near the top left Open "View" --> "Tool Bars" and select "Address Bar" so
that the address Bar will display.
2. Type ftp://ftp.thewootencompany.com into the Address Bar and press enter.
3. Open "PUB DROP"
4. You should now be able to copy files to the site or copy files out of the site.
Be aware that once a file is uploaded it cannot be changed or deleted.
Please contact me once you have transferred the file or files so that I can remove
it from the site.
Fred Rash, PE, LEED AP
Project Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh. NC 27603
919.828.0531
Fax [phone]
www.thewootencompany.com
q
THE
WOOTEN
COMPANY
-----Original Message-----
From: Strickland, Bev [mailto:[e-mail]]
Sent: Thursday, August 25, 20112:57 PM
To: Fred Rash
Subject: RE: DWQ# 11-0775 Abby Gardens
Thanks
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
2
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC; 27699-1650
Phone# [phone]
Email Address: Bev. StricklandAnulenr.gov
Main Line # [phone]
Fax Line L [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lair and may be disclosed to third parties
From: Fred Rash [mailto:[e-mail]]
Sent: Thursday, August 25, 20112:56 PM
To: Strickland, Bev
Subject: RE: DWQ# 11-0775 Abby Gardens
OK,
Then I will need to set up an FTP site for you. I will send instructions in a subsequent e-mail message.
Fred Rash, PE, LEED AP
Project Engineer
ne v,ioote(i ;ompany
120 North Boylan A?i-nl;e
Raleigh. Ni-' 27303
919.828.0531
Fax [phone]
www.thewootencomr)anv.com
T.T
THE
WOOTEN
COMPANY
-----Original Message-----
From: Strickland, Bev [mailto:[e-mail]]
Sent: Thursday, August 25, 20112:53 PM
To: Fred Rash
Subject: RE: DWQ# 11-0775 Abby Gardens
10mg is our cut off.
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of Environment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Phone# [phone]
Email Address: Bev. StricklandL&ncdenr gov
Main Line # [phone]
Fax Line # [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Fred Rash [mailto:[e-mail]]
Sent: Thursday, August 25, 20112:51 PM
To: Strickland, Bev
Subject: RE: DWQ# 11-0775 Abby Gardens
Hi Bev,
How large of a file can you receive? I can send a zipped file but it is slightly over 11 MB.
Fred Rash, PE, LEED AP
Project Engineer
The Wooten Company
120 North Boylan Avenue
Raleigh NC 27003
919.828 0531
fax [phone]
www.thewootencompany.com
THE
WDtTEyt INyJ
'-OM{pxs ?
}-}'P t 1A tl I
-----Original Message-----
From: Strickland, Bev [mailto:[e-mail]]
Sent: Thursday, August 25, 20112:03 PM
To: Fred Rash
Subject: DWQ# 11-0775 Abby Gardens
Please provide a data CD or ftp site with a full size version of the signed plans in
TIF Group 4 format (black and white 300dpi, not grayscale or color) for the
project listed above. If the plans are too large to store in TIF format, they can be
stored in PDF.
Beverly Strickland, Administrative Officer
Division of Water Quality - Program Development
N.C. Department of Lnvironment and Natural Resources
Mail Service Center 1650, Raleigh, NC 27699-1650
Phone,'! 919-807-6350
Email Address: Bev.StricklandCaa0icdenr. ov
Main Line tr [phone]
Fax line i! [phone]
E-mar[ correspondence to and front this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties
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LIr1~ eEA~li~9 LEraGrli - AREAS COPJPLlTED BY CGURDIhlATE CALCULATIONS L1 ~ rao-2'S?'4a"w aa.o3 , ~ ~ ~I
i ~ 1 _ - -ALL DISI~ANCES SNGVVIV ARE HORIZONTAL, UtJLESS NOTED OTHERWISE L= i Nn2'11 58't 1~7.C3 vC' ~t~>'~ NdA 8,~ ~~~t,~~C~ry1; - ~ ~ r ~ ~
L3 ( tv54'29 id`E bf.85 7 ! i - . - ALL RIGHTS-OF-WAY ARE PUBLIC IaNLESS NGTED OTHERWISE C~ ; ,I,A.n , 1CO.pa P ..2 5.. ~ 1 ~ ~t ~ ~ D (
- PORTIONS OF THIS PROPERTY ARE LQCATED IN A SPECIAL FLOOD L5 1 fi36Y}9'^.9°E 1oo,G0 I T~ ~ ~ ~ ~
HAZARD AREA (FIRM 3720450400J, DATED JULY2, ZQOq} Ls N18'21'33"E sa,68 w-- U h1p'&T5ti°E ~ 57.69 ~ ~i~ ? Z~ I
~ ~ - TNERt ARE NQ CEMETERIES D;S(BLE. L9 58o'ST.',6"E 59,64 N/N ~ ~ f SOT 13 LO 1L f I ~ ~ ~ - LOT 11 ~ ~ ~ ~ LQT .2 r ` ~ •i?~
- TNIS PROPERTY IS SUBJECT TO ALL R1GHT$-QF-bVAY, EASEMf.h9,S, z n I _ 1 L9 S63'S5'S9'~ 5.G0 WALZER M. ~ VIR61N1A S. MAYO ~ MB 1O PG 61 ~ MS 10 PG RESTRICT4VE COVENANTS AND fJRD!NANCES OF RECORD PRIOR I L1o n126'28~00'vf ~ ~2.4a DB 563 PG 953 ~ PARCEL rJU~~ 3Q33 PARCEL N0: MS iO PG 61 ~ MB 10 PG 61 ~
TO THE DATE OF TM15 PLAT 1.1t NB3'5,1'12"E ! 6~O r6 Me 10 PG 61 PARCEL NQ: ?141 ~ PARGEt. N4: 2285 .i ~EKALD vR~ Q~1 1 T
c S ? r. ~ l12 I S`'30'10"E 12,20 PARCEL N0: 2877 REFERENCEu: DEED BQOK 103., PAGE 12 PLAT Ur,BINET D PAG~ 328 ~
5 PLAT CABINET 8 PAGE 40 L'3__ 1~ C Inse DEED BOOK .,47 PACE , 01 ~ N02°56'40"W ( 42~ PLAT CABINET 8 PAGE 40 u4 - 4 ' E `s15 T _ - . - i ~ 423.Q1' ~ 8618'
DEED BOCK 347 PAGE 501. u5 _ s2op~ 66.2x. `r MAP BOOK 5 PAGE 156 I DEED BOOK 83~ PAGE 74 Cis sz 7g'33"E At186 BxISTINr, 30' ~ 162'56 a.Q"ti7 ~J-~\~ ExISTINr, 3u'
DEED BOCK 845 PAGE 667 MAP BOCK ?3 PAGE 133 Ci7 S02'48'36'"E i 7.49 DRAINAGE EASEf~IENT LINAGE EASEMENT r% ~ ExISTiNG 30' v~ ~ ~8~ I
DEED BOOK 863 PAGE 3'8 MP.P BOOK 13 PAGE 133 C18 so2•~e's6"E~~ i sG A3 MB v PG 5s , MB U PG 56 DRAINAGE EASEMENT ~ ~ ~ ~ L~~ f r-- MB 17 PG 55 NIA ~ P~"
GEED BQOK 563 PAGE 653 MAP BOOK t0 PAGE 61 u9 ua,'1r<4'E au~o 1"~.,^ L2D NU2'A'3"36"4V 12G.p0 MAP BOOK M17 PACE 56 7ONE.X ~
! 21 i N8T11'24"E ~ 40.OD I *v---~,._.~---~'~I} ~ SITE DATA L'22 N02'48'36"Vd 12D~OfJ APPROXlt~iATE ~ 'w ~ ~ LOT 12
TOTAL AREA E0.03 ~ A,CRES ~ t~~ S54'41'?S~E { 1cv,d1 LOGAiIU~t SERA-~ / 'e1P . r. ~ '-.~1 I ' - ~ !E. ,,E / ~ ~ COUNTRY ACRES ~ - _ ~ PAR©E~xr~~o ~e32 vICIf~1TY ~1AP
TOTAL i LOTS C ~ 1-25 560'S7'3G"E I 7.t10 (1p0 i"EAf: ,~LQJ67 ~ a
ZOIv'i1~1~~ ~ RA b & B 1 1 LZG N1D2x L2~W I 55.,3rJ 411VE ~ - ~ f~C~T TG SC~~~E I k
M N 6Lf'G. L27 1~i2~2`35~42"E ~ 111.86 l J LINES FRONT 30 r--;,-- z ~I SIDE 8" ~ L~8 NG"J'Q6 ~I C I 53.4„ L29 Pti84`;'<2~45~ 9.c~31 - ,r,.-~''~~
t REAR G" L3D hlFG~'54'S1"W 113.Q5 I 5
r' ~ ~ L31 Ni' •ac` q" 34,75 ~ T tpS~ , LQCATfJN: Hlh ( 70 WE.,T ~1 tL E Opt s L32 _ N56`18'n6"F 75.51 I ~ y , +
- .r NCGS "RANGE" tt(~~' ".pR{) e G~' n ti ~ COUNTRY ACRES i , ~ M8 17 PG 56 I _ Cu ,
N: 552894.22 " f ~ Cp ~~t~U ~ , ~ r~ / ~P LJ - E~~ 2404070.86 ~ P~O/1i~~ ~ r'N~~` ~ T~~ ~ A PARCEL NcC, 3553
NC GRID NAD 33 {2001 ADJ.) F /FF (t~1~L7' S COMBINED FACTOR: Q99987607 ~ / r~-
NSF i ' w ?r ~ DAVID K. SALE ~ s L~6 J ZONE: AE ~ \ u ZONE: AE ti , ~ ~ ~ ~ r ~ ¢ C~ .
68 845 PG 667 r ~ ~ f ~ r- ~ N~~553769.39 ~ ~2 r ~ > ~ ~ ` ~ ~ 4 0 EXISTING ~4' SANITARY l` r ~ 2 j 5E2T`cR EASEMENT (1S EACM
s ~ uc, IviB 13 PG 133 ' `r r, E:2405695~54 1 w L Zi '~i, s PAPCfC ND. 3354 v ~ ~ 28 L28 ~ ~ g ~ s " ; ~ w ~ sIDE oP Ex. sEwER LINE) r ~2 ~ tau ~
~ rQ NC GRID NAO 83 (2001 ADJ.) t ~ f w f` ~~I ~ aa, CONTROL CORNER ~ J ~ ~ ZONE: X ZQNE:X f
~ v ~ ~ ~ ~ ~ ~ ~ APF'ROXtiJ~9TE LOCATION SFNA ~ t ~ APPROXIMATE LOCATIQN SENA ~j~ .1 0. ~ ~ (iD0 YEAR FLQOD) ! INE '',2~} " . ~ ~4T t6 ~ J
~ ~ I 50' ~ ,G s (1G0 YEAR FLOOD} LINO ~ , i ~`~6`~ ~ ~ ~ COUNTRJ ACRES jjj Q
y _ _ I 1 ~ I ~Z rr, ~ 1 s ~ ` ~ 1 MG t7 PG 56 ~ ' ~ PAr?CEL NO; 1573 ~ U ~ ~ ~ L25
' `~i° ~ ~ dOt~~'02'30"W 958,83' I ~ ~ j ~ ~ ~ P ~ ~ ) NEUSE P,NER 8A51N ',,15 J ~
`~d, ~ y 1 ~ ~ /f ~~~~~,~~r " APPftc.~IMATE ,t ( 1 ~ f 5U f?IPARIAN BUFFER ~ / ~ r a ~
~ ~ ~ L~„r~710N nln i ~-~1 f ~ -''E~ ,r- FLOGa+4AY LfNE ~ v ~ j ~ (5U' EROh2 TOP pF BANK ON ~ 1 ~ ~ EXISTING' CANAL) 70. ~ ~ ' ~ © ~
i ~ ~ r ~ ~'ti 1 t i~ NEUSt RIDER BA61lV ~ \ r ~ ~ Ep ~ A NcU~E n(VCR B~,~li~! ~ / ~ ~ i'`` S
~ ~ ~ - ~ ~ ~ 5O' RIPARIAN G'UEEER r, ~ , s ~ ~ jD' Rk'ARiA"N OUPrFP, r% / i I ~ ~ ~ ~ ~ (5(J' FRGN, TOP of BANK O;tl
t 1 ~ ~ (56' EROM T;aP OO Bf1.NK Gh1 f r EXISTING CAPdAL~ ~ 4 s ~ ~ ~i. EXI~TINC GAo.AL1 ~ ~ ( ~S80°57'36"'E W
~ v \ ~ ~ r t / ~ r ~d 31.Q0' ~ o
~ SQ1°28'03°E 392,29' TOTAL ; ~ ~ A ~ ~ r N ~ ~ ~ J ~ L~ LGT .a ~ ~
~ 301,67 r ~ ~ F `r ~,~`.w ti ~ 90.6; ~-V: ~ t ~ i I ` °y COUNTRY ACRES t rTi MD 17 PG 56 ((1
~ ~ _-,~.eX~ . '1.66 t A~C~ES 9°37 ACRES ~ PARCEL No: ?73~ ~ ~ ~J
~ ~ 1 L PJ:553733,99 ` ~,tia .,S ~ r P ~ ~ E _4050'2212 q,~, ~ os W o
' t EXISTING 30' SRNITARY ~NG' GRI3 NAD 83 (2001 ADJ. _____s~S~~" ~ S i r, o ~ _ RfW LINE ~ ~ ~
~ ~ ~ ~'FiE ~ i Sc.t+Gr Er,LtviE,dl 1~5 EACN t n N ~ ~Clpvc ~ S~.DE OF EX, aEWER (INEj
s ~ RUBY TU DAY Pr ~ s ~ - - ~ PC 8 PG 323 ES Il,,, - © DB i265 PG 366 j~`~,~, ~ "1-s~ ~ 1,---`' QB 863 PG 3?S m ~
~ PC 8 ~G itD G1 -R%w uNE cn
~ PARCEL NO~, 1549 - - T ' APPRGXIM T ; ~""AT n ~ ~ ~ y,, / A E _~U Ictd OF ~ ~ ~ \ t /~tp CINDY LAME (PC 8 PG 328 ~ W ~
_ / ~ (SEE DECLARATION O;= WITHDRA`NL Dr" DEDICATIOi~~j D
~ EXI5,1tvG 61T GENkRAi \ ~ f o \ L s~ UTIi_ITY EASCMENF - , ,rte; n ~ ~ i~
~rn PG 8 PG 328 ~ ''Y j f r` LOT 44 ~
-,..L 1, ~ 1 I hereby certify khat I cm the owner of the property ~ l ~ I } 6a Ci COUNTRY ACRES ~ m ~ M6 17 PG 56 m I
dcscrlbed hereon whlcl~, property Is w,thln the ~ ry~P V ~ \ ~ ~ r1PPROXIMATE LOCATION subd,vlslon reulotlon "urisdic6orl of the Cit° of Kinston, ~ , 9 r ! to RLEt ~UcSOAY, INC. 1' C / GENERAL JTfL1T`( EASEMENT ~ PAIdCEL N(7: 2705
and fhak .freely adopt this plan of subdivision. 't; D8 '313 Pf 1.92 w ~~N~ S63'S1°~2""W r" c ° ~ /G'~2 0 ~AS7 ~ PARALLEL TO
PC 8 PG 328 1 \ 332,59" (TOTAL) EXISTING 6° WkTER UI'1E NCGS "SHIRT" PARCEL N[}: 3n?33 ~ ~Y PC ~ PG 328 L10
Owner Dote N~.553912.63 !O' r EXISTIN, EASEMENT I +n~ GB 347 PG 5C"r j~~ H
_ E~~ 24G6163.08 ~1.~ 502'48'36"E Sv2 4~8 36 E 495.93' Owner Date NC cRlo Na,o 83 (2ao1 ADC.) L9~4 I _ a so~'4a'3s"~ _ _ _ ~a~.a~' ~ L"22 ~ ' _ _ _ _ ~ I
COMBINED FACTOR:Q.99987622 I ~ rn D n r rn p rn p ~ ~ ~ -a ~ A .GHQ ~Or O_ -p TI p,G~ ~Oz ~ 502'48'36"E L18 E17 i r ~
f~t j'E p7G'Lti rri Aa~A - nL~J r~ ~p7r pp", APJ~ ~~-c I hereby certify that khe m,ner subalws,on shown on tnis plat does ~ t H.fNST4r RtALT )NC. ~ ~ ~ ~ a ~ ~ m m ~ rn ~ m ~ ~ ~ ~ ~ ~ ~ :a ~ ~ p ~ ~ ~ %a °or ~ yc,o I ~ ~ ~ 179.7~J' y ~ ~ ~ . :U~~ ~mf~l i ?r7Y ~ I ~O~ ApD ~ I
? ~ r m~_ rn~, not Involve the creotlon of new public streets or ony change in ~ ti Oi3 9l8 FG o62 rn o n ~ m ~ rw r z o z r rv ^ ~ m ~ ~ r ~ z ~ rrn- ~ ~ n'~ ~ h~1~~ i ~W~ ~ t~~07 ~ ~Q'- ~ 't7 q7 U7 m ~ r w r, r /f m r
existing public streets, that the subdivision shown is In all respects 1 PARCEL NG; 27718 ~ r z ~ ~ rs ~ ~ ~ ( o ~ z w' ~V ~ ~ w ~ z ( z ~ ~ m ~ I in cam Hance with Port III of the Kinston Cit Code, ~ o T-, ~ ; p ~ ~ " v ~ rn ~ o ~ fl'~ z o ro r rn t~ ~ ~ ~ I. p Y ~j~ y. o. raz~ cntn N~o csz o,o.n n ~ a ~ z ~ ; ~ ~ ~ ~ ~ ~ ~ ~ CITY OF KIfdSTGP! ~ ~ N ~ r ~ ~ T?~-~ ~ ~ o DH 832 PG 74 z~?~~ z f ~I
ar~d that therefore this p]oi has been approved by the Kinston c ~ ' ~ ~ z~ti ~ N s ( ~ ~ ( ~ ( " ~ ~j ~ Q { v ~"%1 n.; C7 4~Dp ~ `'~n1 +'r` WCnD Ul ~U'rl WN? F- planning director, subj2ek to its being recorded in ti-~e Lenoir Cau~ty v p ~ , ~ u, v y c~ y ~ ~n ~"o rn ~ ~ ~ ~ ~ ~ m m ~ o ~ ~ ~ ~ ~ PARL'EL PJO~~ 26267 ~ ~ v ~ ~ ~ ~ ~ ~ ~I Wrn? N? ~ Iv ~ C7 p
N cc I Registry within sixty Boys of the dote below. ~ ~ 1 ~ ~ o ~ N c' z p w ~ ~ ~ ~ 3 U N ~ m ~ ~ rn ism ~ I 1 ~ ! ~~Z C,; O --1 N ~ ~ n
1 + ~ ~ rc r I ~ ~ ~ ~U~ I I° ? i z I ~ rr~ rn ' ~ N ~l ( fTi ( i 0~ .p ~ tb 7j f?i r
Plannln Director Dote r~ 2n ~ C ~ ~ ~
~ ~~E~;~1 ~~I ~ I, Chad G Pomeroy, rertify that this survey creakes ~a~~;~l ~;a~'O~IP1a
a su6divislcn pf land within an prep of a count " or } l.eV1C~l~ ~t~U~l~y
munlcipalify thot has an ordinonce that regu!afes porcels of land, ~„uarurr CURVE TA~I_E a ed ~a~ Peg~s~~a~~an
vv~'°'~ ~A rrwFwrF CllRVE LENGiN RADIUS DEL T~T~INGEN7 CI-I(7 BRG CHC1R[7 Q~ U C.~fJG'~4 (~°~'1.~ l t~ 11 CC 'i FFF 41 6.27 44V 1~ .G i. i~ ~ n i...... ;IocA a°r~.\p°~, day o~
° E551~ °°~,q , q~ a ar 3 .~1 No s~ 2~ ~ f;e.do _ ~a~ ~a~~ aid ~eca~ded - - ~
I, Chad E. Pomeroy, certify shot this plat was drawn ~ St~~ P~ .p F I C2 74,04 6000 7u°42''" 42.56 S6t 51'09"E ~ 09.43 _I - under m su ervision from an actual surve made under ~ G3 26286 14362 11C',,p't0' 16.35 ,,,9'24'14'E 3~,,1 v p v ; a ~ a ~ 2 'Z`s~x IPl ~OOI°t ~ ol~ Page ~ a w
I ~ my supervision; that the ratio of precision as calculated ~ ~ C4 123.42 83,52 34'34'5" 78,05 595"1709"E 1112.52 , by latitudes and departures Is 1 1fJ 000 ~ - - s - , ~
° a thct the boundories not surve ed are shown a~ broken °,f i; Y F 9,~ y0,a ~ p
i lines plotted from information found in Book AS SH~7WRI A'FC`'°'°,O~R~~,°~->*, GEGENC~ ~~lS~~~' I'gr3e ON PLAT that this plat wos prepared In F'F ~eg~ster a~ deeds 3
c ~ F,`~a 4~",, IR6Pd PIPc FOUND accordance with G.,, 47-30 0,, amended. Witness my ww p~Q~ 0 4 a ~ I I original slanature, registration number and seal r+es~iroi+~cw t7 Ir?pN REBkR FOUX,D
P K ' 3 aw° x•' ~ NCGS GR]D MCNlJti9ENT this ~ m' Pia day of ~~n^~.,~~~ 201L .r ,m
~ COMPUTED POINT IRON PaC SET I ~ ~ /~^o ve
r ~1 E,.Iv.wa Sv4~El; MANHQLE
~ ~ ~ . ~~B~~~~ .~U~VE`~ Prgfessianal Land Surveyor ~,.-4741 ~U~VEYI~GD PG
' 1 1906 >`1ASH STREET NORTH North Carolina .WILSON N.C. 27893 TELE: [phone] ~ ~ DESIGNED BY:
Lenoir Count ~ ~ O i y ~R~~ ~IIC ~.CA~,L License 1~u. C-1,x51 FAx: (2~z) 3s9-oa04 _ JAG ; ww,t~artleftr~n .cam i
° Review Officer of too o ~ . ~ DaAWN BY: - JAG l JTN
54 C Oi. C~ U L ~aa Q a r r l f I F r i D Le ~olr .,emit e~rt,f that the n a o. lot to which . i `3AT AP I ,11 ShRJ_Y BY, TB yr J. Y° I P P I I i ~ , ~t°, 1 t~ ~ M wCf , 2 this certification is affixed meeks all statutory ~ G~"~ 3Y; TB ~ JT FR~J•JEGT:
E _ _ raqu,rPments far ,ecordotlon, - - L_ ~ _ I ~ ' SCALE_ 1 -t00' DRAWN 8Y: CEP & LR _ Y: cEF ~ LR ~o-sae ~ALL~NG C~~~K T~~Uh~S~°11P L~~ ~U~9`~~' ~ CHECKED BY: I
- F©R coDE ~ENCO~~ NORTH CAROL6~lA ~p~ld PA~ PAgJECT No.:
Review 0[ticer Date 1 inch = lOQ $t. DWG FILE 10186BD2
3134-8
DATE:
JULY 201 ~
_ I i:1 SCALE:

1" = 100'
'
~I SHEET OF 15

'i
- r .::2 ..-.m-1. ^.!%gSE'&a'~dBiQ,:aMuant"~Wt.._: - :n,. _T-~~cr~ ,,.,.,.r...*~. ~~^9 ~n~~.._,~i ~',d~~ _eJ~°:;xS~nrvd~.i173~.,._~._.. ~:,}~T~..L~..~.', .:.w ~.,'~^P+..~..~~..,i"^t~t^A7___,_4:stc^S.. -.:...,-.'""~"'":,--..-r.. .-,5-• ";CJ~y., ~"~i~y_^r'' _ ._..'_"^_".'%"^.i^c. ,_,___'7'~'._._.. S!?i~.__ ^~;°r._w~j'm~.u_,"9

vK i~rtr~vivus SuKr ~~t ~uvt THAN SHOWN CN THIS PLAN SI
tI I

t I I ~ ~ !II ~
d
{
~ 1. PROVIDE MOON' ~ _ _ _ LOT 12 OVIDE MOUNTED R7-8 AND R7-8d HANDICAPPED PARKING SIGNS FOR Ur t 3 p 'I rownR St ~
ACH PARKING - COUNTRY ACRES E .CH PARKING SPACE A5 MARKED ON THE PLANS. ' ~ ~ ~
s ® ~ ~ MB 17 PG 56 2. PROVIDE 4-INCI OVIDE 4-INCH WIDE STRIPING AS INDICATED FOR PARKING SPACES, ~ ` ' ~ 1 cn
- _ PARCEL N0~ 1852 ~~,~~Tm~~~,z_ OVIDE STRIPED HraNDICAP ACCESS AISLES WITH 4-INCH WIDE WHITE
. - , 3, PROVIDE STRIP' ` " ~ . STRIPING AT 4 s RIDING AT 4 FEE:1 ON CENTER AT 45 DEGREE .ANGLES, ' ~ ~ RAIiR0A0 ~
O ~ _ , ' _ _ _ _ ~ 4. STAKING COORI .BUT MAY BE FURNISHED ~ ~ , r` we,r~'~ _ ~ ~ 'AKING C{IORDINATE INFORMATION NOT SHOWN, ti ,n , cam. ~,5z ~S,na,~ ~ r~ fi
,r ~ ~ UPON REQUEST 'ON REQUEST FOB USE IN CONSTRUCTION LAYOUT STAKING. ~ ~ ~ sr ~ ~ w 1~aa ~"b, ~ ,.,,,i ~ ~ CC
, ~ i^., , ~ ~
5. EXTEND 8-INCF ~ ~ ~1 y TEND 8-INCH ABC STONE 2 FEET .BEYOND PAVED SURFACE TO t, ~ G 11,~ snn ~ ~ , ~ ~~e ;FATE A SHOULDER AT ALL EDGES OF PAVEMENT WITHOUT CURB ~ Pn~~s= ° ~ 1_~,: ~ ~ ~
I CREATE A SHO e ~ ~ ~ GUTTER, GUTTER, ~ ~ ~ ~ P
~ F~- m,,. ~
LPN ~ ~ 6, SEE ARCHITECT X ~ ~ :E ARCHITECTURAL DRAWINGS FOR ALL BUILDING SPECIFIC INFORMATION, ' I a9 ~ x~3 04 ~ ' ~
N ~ PR~1 _ LOT 13 do ~ 7. THIS SITE WILL ' ~P~ ~ COUNTRY IIS SITE WILL BE CONSTRUCTED ONLY AFTER A STORMWATER PERMIT ~ ' ~ ~ ~ ~ t ~ ~ ~ uo son 7 an 37 ~ ~ i ~ ~ ~ ,
GO ~ ~ a,,.- ACRES 4; ~ U~ ~ IS OB R0 R~ ~_.a , MB 17 PG 56 O OBTAINED FROM THE CITY OF KINSTON AND SEDIMENTATION AND og v ~tl ~ ~
I'~ PPP >S~~ ~ • ~ ( - ~ EROSION C NTI ~i ~~E PARCEL NO~ 2553 TO THE PROJE ~.OSION CONTROL APPROVAL IS GRANTED BY NCDLR. MODIFICATIONS ~ ~ z~,r,~: t THE PROJECT SITE WHICH WOULD RESULT IN AN INCREASE OF THE
_ ~ QUANTITY OF 1 IANTITY OF .DISTURBED LIMITS OR IMPERVIOUS SURFACE COVERAGE ~ ~ ~ , ~ - ' PROJECT LOCATION 6'
l ~ V ARE NOT PERM E NOT PERMITTED, OTHER THAN SHOWN ON THIS PLAN SET. ~e`K1ey
I'!. I ~ m° a 30' Drama e _ , , ~ \ ~ 9 8, SEE NCDOT ST :E NCDOT STANDARD DETAIL $48,05 FOR WHEELCHAIR RAMP DETAIL. ` 4l . ~J
° ~ NEUSE RIVER BAOIN 50' \ ~ Eoseme+~t 1 >rn y
9. BOUNDARY SUF RIPARIAN BUFFER O ~ >UNDARY SURVEY, EXISTING TOPO, AND EXISTING INFRASTRUCTURE
_ ~ LOCATI N PR (50 FROM TOP OF BANK \ \ CATION PROVIDED BY BARTLETT ENGINEERING AND SURVEYING, P.C.
~ • ON EX~ST~NG CANAL) 10. SEE DETAIL SH \ '.E DETAIL SHEET FOR ASPHALT PAVING SECTIONS, CURB & GUTTER Q
~ TYPES AND TR \ F± 'DES AND TRANSITIONS,
r ~5,, - \ 11, HANDICAP ACCE X26 \ s°ry, ,NDICAP ACCESSIBLE RAMPS ARE SHOWN AS TRADITIONAL RAMPS OR I I ICY A
CURB DEPRESS _ y ~ LOT 14 IRB DEPRESSIONS, SEE SITE DETAIL SHEET,
O s~ ~ COUNT Y AC ES 12, SEE STORM DF E STORM DRAINAGE PLAN FOR CURB ~ GUTTER CALLOUTS.
? ~ ~ ~ 5 CONC, MB 17 PG 56
~ Z~ SIDEWALK ~ °'e, PARCEL NO~ 1648 28 ~ `L a
(TYP,} Wooded Area ~
N 555191,85
~ r~ ~ T ~ , E 2,405,560,26 ~ ~ , ,
A~PR~~. ~acATioN sFHA ~ ~ ~ a (100 YEAR FLOOD) LINE ~ ~ ~
9,, S OR W E ~ ~ T M AT R -
SANITARY _ BMP LOT 16 LNUMBER ~ QIRECTION DISTANCE
m SEWER 0so- ` ® couNTRY ACRES ~ L1 I S 15° 15' 24" E 72.06 FT
fit. $ ti~ ~ ~ ~s~ MB 17 PG 56
PARCEL N0~ 2573 ~Q' sEwER EASEMENT L2 _ ~ S 02° 48' 36" E 12.73 FT
~~~r a ' ~ ~ 3 S 09 ° 02' 2 4" W 49.2 4 F T ~~__--.a --`.."~d ~ L4 ~ N 65~ 57' 36" W 51.8Q FT , ~ ~
~ CONC. ~ Gr. \ i.a e
N/F SIDEWALK e f ~ ~
ABBY GARDENS LLC ,,.2 ~ {TYP,} _ q , ' S' CONC. ~ ~ ~ ~ ,}O~p NCPIN~ 4505-54-8601 ~ ~
SIDEWALK ~ ~ ~ ~ 11 ' ~ DB~ 1634 PG~ 370-373 ~ ~ ~.4 z~ ~ 5 ~ , ~ _ ~ _ L6 N 84° 02' 24" E 128.©6 8FT T ~ ~ ° I~ ~ ~
tTYP.} 6 i ~ { 9.37- ACRES ~ ~ C f~ S 22 34 23 W 12.54 FT
Wooded Areo 4 , j ~ .,e ~ - ; L8 S 29 ° 19' 15" W 52.67 F T ~ ~ ~ _
S N 555 34815 a .o STORM r , . o L9 !i S 49° 23' 01" W 20.86 FT
SEWER ~ E 2,405,643.91 9~, ~ N 555,519.4$ 5' CONC.
i ~ E 2,405,638.68 N 554,996.81 ~ a SIDEWALK s L10 N 80° 57' 36" W 30.19 FT o
i 1 E 2,405,651.50 , ~ ~ ~ C8 j f (TYP,} t~ L11 _ N 33°_28' 19" W 16.19 FT ~I ~
F rna ~ , ~ L12 S 65° 20' 25" W 65.07 FT ~ ~
~ ~ ~ J
~ 3 , i , ~ _ i ~ , ° ~ ~ C~ ~ L13 N 65° 20' 25"' W 72.66 FT ~ ~ ~ LOT 18 ~ ~
~ - ` 47 5 438.07 v , ~ N 55 r ~ ~ COUNTRY ACRES ~ ~ ~ 4
1~ ~ r r C / ~ E 2 405726.06 ~ r s / 6 ~ r~" ~ ~ MB 17 PG 56 ~ a -4
HlC ~ ~ ~ PARCEL NO~2739 ~ ~ ~ J
,~r 1 5 COC 1 I'~ ~ 5' CONCRETE ~ ~ ~ ~
~V r° ~ 4 ~ ~ 6~ x SIDEWALK 51DEWALK ~ ~ o
1 R C~ , 5 CONCRETE q. , 2 / ~ ~ ~ ~m
,SIDEWALK (TYP.} ,a ~ ~3~,~ ~ ~ TOTAL ACREAGE 9.37 ACRES ; ~
N 555,168,79 c~ ,s N 555,493,71 CURRENT ZONING CU RA-6
- 5' CONC. ua E 2 405 789,57 ~ wooded Are ~ ~ 25 C ~ ~ E 2,405,800.63 SIDEWALK Wooded Areo ~ ~ EXISTING USE VACANT ~
oo a ~ (TYP.} ~ _ ~ 6' CONC. SIDEWALK BEGIN CURB GUTTER ~ ~
o N 554 945.91 r~ ~ {TYP,} wM PROPOSED UNITSt ~
~ ~ r'~ ~ ~ ~ U ~ ~ E 2,405,816.24 ~ ~ n RAW TINE ~ ~ 2 BR - 16 UNITS (4 BUILDINGS} m<t
~ !ii 62`-6 R ~ ENTRANCE SIGN w ~ , ~ Q a ~r ~ f ~ 1 BR - 32 UNITS (8 BUILDINGS}
, q; - e ~ J {BY OTHERS} ~ ` J 1 g
G a~~~. ~ ~ ~ ` TOTAL - 48 UNITS (12 BUILDINGS) o ~ - ~ ~~,in~~srv. ' ~ r-
HIC ~ ~J ~a ~ _-~"L3 m ~ r-~r ~ ~ ~ l3; ~ ~ rn ~ ~ u.C3~ ~ L2~ _ o n ! t1 L ~ FULLY ACCESSIBLE UNITS 6 ~ 1, 1 y U
w ° ~ 4 D i~ 6 , v ~ _ ~ ~ ~ ~ w _ - o ~ ~ _ !ACCESSIBLE UNITS 12.5/ ~
z~ ~ ~ ~ ~ ~ 1 ~ ~ ~ R ' ~ ; , s ~ / ` ` Fire Hydro REQUIRED PARKING PER UNIT 1,S SPACES '
o , w ~ GAZEBO e~ ~ Bf®t)ffffff®f w~ ~ REQUIRED SPACES t48 UNITS} 72 ~©~`g~~, CAF~'Q~g'°e~
c~ ~ rn ' SIW ~ ~ 4 C~ ~ . i , R {TYP.)
`wo 0 ~ 5 b i R~W LINE ~ , , PARKING PROVIDED 86 of D°~a~y~e~~®
~ ~ u~ ~I 6' CONC. S/W ~ ~ ti HfC ~ ~ PUBLIC UTILITIES ~ D MAILBOX ~ (J ` . ° + ~ I EASEMENT {TYP,} _ {TYP.} KIOSK ~ ~ IMPROVE CINDY LANE ACCESSIBLE PARKING PROVIDED 7 ;,F~,~J_~` ea a
> ~ Ci t WITH ASPHALT PAVEMENT a ~r .-i;_ ~ ~ HATER MAIN ~ ~ (NO CURB ~ GUTTER} ~GINE~~°~~~~~~,
~ WATER MAIN - Q- U , ,
z ~ 5O ~ RAMP ~ ~ ~ 9~ pp I) ~ m rr ~0seeao4° m
V 5 CONC, ~ N 555,146,21 {TYP.} ~~A ~ 5 CONCRETE ~ SIDEWALK E 2 405-890.38 ; SIDEWALK CONftCRETE ~ o" ~ ~~~~~~IC p~q~;~°~~ DEWALK C~. ~ ffffffl
PUBLIC UTILITIES + )E ~.,r~~ ' = ~ {TYP.} EASEMENT tTYP.} ~ ' w=; ~
w ~ , N N 555,429,03 1.29,03 ~ ~
_ - E 2,405,910.26 1,910.26 m p- ~
M S c~, L5 , ~ - - ; i ~ ENCLOSURE ~ ~ •,~a ~ ~ R,
~ ~ i ~ ~ , ~ ON CONC, ~ ~ , LOT 44 ~
- PAD . ~4 , ~ COUNTRY ACRES ~
Q a MB 17 PG 56 ~
r~ 6 CONC. 5' CONC. . PARCEL N0~2765 ~
~ SIDEWALK 29 9 to ' 27 9 ~ SIDEWALK , ~ 23• -
{TYP.}~
'1 N 555,343.07
H/C RAMPS ~c H/G Wooded Area E 2 406 006,04 ~ _
DEPRESSED CURB 5' CONC. H/C 7 ' (TYP,} SIDEWALK DESIGNED BY: - JAC
NUMBER QELTA ANGLE TANGENT'~RAQIUS ARC LENGTH
a~ C1 23° 42'20" 94.44 450.00 186.18 DRAWN BY. JAGIJTH
1 Oa
5' CONC. C2 11° 15'32" , 19.71 200.00 39.30 +cHECKED BY.
W ~ EXISTING EASEMENT SIDE ALK ° j C3 ~ 11° 51'00" _ j 20.76 200.00 41.36 ~ FDR
Wooded Area 5 CONC. {fiYP,} DB 347 PG 5 N 554 969.40 N 555,058.41 SIDEWALK 0 1 u ~ C4 63 09 00 61.46 100.00 110.22 !PROJECT N4..
E 2,406 040.82 (TYP.} N 555,235.46 E 2,406,045,19
E 2,406,035.14 Z l1 _ . - ~ ~ ~ ~ ~ ' G5 61° 28'01" 44.59 75.00 80.46 ~ 3134-B DATE:
5 CONC. 3„9~,8-b C6 06° 44'52" 44.22 .750,00 88.33 JULY 2011
. _ 6L.'6LG ~ - _ , _ W S?DE ALK C7 49° 39'24" 17.35 37.50 32.50 SCALE:
C8 47° 29'17" 16.50 :.37.50 31.08
ti - ~ ~ ° -
N/F N/F N/F NiF C9 ~ 68°09'01" 33.82 :50.00 1 59.47 1"-~a' THOMAS & DEBRA CREWS I ~ ° ~ i ~ ~4
CLIFFORD W. POSTLEWAIT ~ PAUL M. ARNETTE CITY OF KINSTON N1F N/F DB 1030 PG 752 NIF N/F ! no cn~ a~ ~ ~ T. N1F ~ DB 816 PG 77 'i C10 49 19 09 ~ 45.91 .100.00 j 8608
vu V V V F Q +7z IN/ r uo oiz rU i+ r r LLGiv U7 I URI MARK CONWAY PARCEL NO 3220; REMONA HILL HOFFMAN MYRTLE B.PATE N/ LLGiv U7 I UMINM L FANUtL Nu: iOyy C 1'I 4 ,59'4'11, 4 nU.UU bZ.b l 3 OF 1
DB 1184 PG 577 LIONEL STAPLEFORD PARCEL NO 1502 MORRIS SANDRA LEE PARCEL NO 26207 DB 1219 PG DB 1310 PG 797 DB 1344 PG 685 DB 1443 PG 171 PARCEL NO: 1F >B 1219 PG 724 SHEET
DB 573 PG 645 PARCEL NO 3386 PARCEL NO.2521 PARCEL NO: 3194 NO:1876
PARCEL NO:3588 PARCEL NO:2802
i 40' 20' 0 40' 80' 120' NOT RELEASED
FOR CONSTRUCTION
SCALE; 1 - 40
r

Sanitary Sewer ,r' .o
' RISER CLOSET tBACKFLOW WATER SERVICE
PREVENTER LOCATED INSIDE) STUB tTYP.OF 4~~
(w S W CE OF BUILDING
- ;
~ PROPOSED 6'° WATERLINE TO
BE CONNECTED BY TAPPING F°re Hydrant Asse~,b(y SLEEVE ~ VALVE

'q ~ ~ I ' d F~
~ ~
' I Waterline ~1 r ,.WM 2" FIRE LINE 5~ 3' CO w 1 .~1 ~
' ~ ~ ' Existing Right-of-Way 90° WP~1 ' WM 1r,rM WM N ~ ~
Wv . fTo be Verified by Surveyarl T~~r ~ 4 ELBOW I ~~s ~ ~r~ x ~a'" TEE I i
'1 II1 - ~
PERMANENT-~- tTYP. aF 2) ' I, UTILITY
WM 5 ~ EASEMENT I 2" DOM. LINE GATE VALVE tTYP, OF 2~
r~
5' S' S' ~'°x~~"~I~"TEE °
~"90° 2"x2'"x2'°TEE
ELBOW '
~ P ~ P I ~ P ~ P P ~ b~ P p D P''~~,,g, n ~ D ~ P rs._ ' P P h p - P P D P - P p h P - P P ~j W ~ ~ P P R
LOT 44 '
1 NTYAR R ES in COU C i P ~ P CONCRETE SIDEWALK P~ P p V P~ P ~ ~ P~ P P p ~ P
, - MB 17 PG 56 _ r P PARCEL NO: 2765 R ~ a. P ~ p p P n gyp. o ~
I - . , THON P P - R P - P P P P t~ R P ~.y N /F - THOMAS & DEBRA CREWS ~
LOT 16 DB816PG77 I ~ ~ ~
COUNTRY ACRES F PARCEL NO: 1899 2" PVC COMBINED ,
LOT 18 ~ ` MB 17 PG 56 . _ COUNTRY ACRES FIRE t DOMESTIC
PARCEL NO: 2573 MB 17 PG 56 ~ ~ ' DATER SERVICE
- _ PARCEL ,NO~ ,239 ~ '
-
- ~ I N/F NOTE WHEN WATER AND SEWER ARE MOT PARALLEL
° HELLEN C. TURNAGE A UTILITY EASEMENT SHALL BE PLACED 10' 7 DB 1219 PG 724 OUTSIDE OF EACH DOMESTIC UTILITY c
~ PARCEL NO: 1876 _ _J
I ~ '
I a~.-~
~ ~ I 1 50` Meuse River Buffer I'; Ii` 1^~-..r _ _ _ 4 NOT TO SCALE -
I ~ ~ s - g U
1 ~
r 'o ~ ~ PV
+ ~ ~ ( ( ' ~ WATERLINE
v, 20 PUBLIC UTILITY ~i' EASEMENT {TYP.}
p, ~I u J
OT 14 _ I - ' ~ (3) ° 6 GATE VALVES ' L ~
i COUNTRY ACRES F ~ - ~
1 P M 7 6 B G5 d ~ ~
1 4 f ~ PARCEL NO. 6 8 / ~ ~ N/F ~ d
~ ~ CITY OF KINSTCN O I-
i DB 832 PG 74 ~ z w
~ ~ r II ~ ! ~ ~ w r~ PARCEL NO: 26207 d ~ '
° o' .NCO ~ ! ~ w r ° w cc
~fx o,~ / \ a ~ °a~, $n PVG Q 11
' ~ ~ ~ ~ w ~ ~ SAN. SEWER ~ ~ ~ ~ ~ ~
SSMH 1 / ~ , ~~O I / ° o _ v~
' {DOGHOUSE) - ~ ~ ~ ~z ~ ~ e
! ~ a ~ U,
w f ° J
y ~ ~ ~ f--
LOT 13 r ~ - ~ ~e , S (1 ~V ~1 r J
COUNTRY ACRES ` ~ ~ ~ ~ ~ ~ ~ S5~1 11 ,
PA N ~ ~ - SEE NOTE 4~ ~ ~ , RCEL O. 2553 ~ ~ ~ ---'.fr.. ~ - I W
` e ~ ~ m. ~ i ~ ~ ~ ~ I Q `j
6 ~ FH ~ ~ ~ ~ ~ i
'~a d ~ ~ ° CO
N/F ~ MORRIS & SANDRA LEE i~' m
° DB 1443 PG 171 ~ d
1~ / m SSMH 12 ~ ~ n / ~ ~ ° 4 ti1~ ~ V PARCEL N0: 2802
a % g I 9 1 ~ I C 20 PUBLIG UTILITY ~ ~U6y PUBLIG UTILITti JBLIC UTILITY EASEMENT ~
CO OUS LOT 12 ~ E ~ - DIMENSIONS VF EASEMENT tTYP.1 NENSIONS VARY tSEE
NTRY ACRES ~ ~ ° ~ . ~ TYPICAL UTILIT APICAL UTILITY CONNECTION z
1 17 PG 56 ~ : ~ ~ ~ ~ SSMH 2 6" PVC DETAIL THIS SI :TAIL THIS SHEET) ~ ~
;EL NO: 1852 ~ ~ F f ~(~ATERLINE A ~~me~eeeao~q,~.~
r ' ir'i~~~ ~ SSMH 13 ~ ~ p p~rg®~e~® I ,Y~ ~
~ ,
d ~o
I_~ ~ ~ ~ ~ ~ ~ r . ~ ~ ~ r' ~m ~ y ~ uC L ~ ~ i
f ~ / ~ ~ d - N/F I `m ~ ~ ,i~3G®® is
~ ~ ~ - ~ ~ / ~ PAUL M. ARNETTE ~ DB 640 PG 92 i ~ ~'~r~~~;GIN~~~°'~~d~$
/ Ex. 0' Sanif r ' r Sewer Easment PARCEL NO: 1542 ~
ter" ~ ° ~ ~ ~ ~ ~ - - ~ ~ _ > q ~ °®~R~aeA~eoo~~g~ '
/ ~ A q ; I , ~ r~ ~ I 6" GATE V VE~ GATE V VES ~
/ ~ SSMH 3 ~ ro ~ {
~ ~ ~ I .%r ~ 1 ° e ~ ~ , _ _ _ _ j
/ ~ ~ ~ _ _ l ~ ~ ~ ~ / ~a ~ - ~ FH I
~ d ~ ~ A ~ ~ " ~ ~ ~ a
° ~ ~_.---SSMH 7 ~ ~ w... PVG SANITARY SEWER _ ~ i
° s~ ~ - i N/F 1. SEE SANITARY SEWER PLAN ~ PROFILE SHEET FOR INVERT ELEVATIONS AND
- - i L~ONEL STAPLEFORD STAKING COORDINATE INFORMATION.
. ti I DB 573 PG 645
~ ~ m SSMH ~ - ~ ~ , CO PARCEL NO: 3588 2, PROVIDE BACKFLOW PREVENTER FOR FIRELINE AT EACH RESIDENTIAL BUILDING
i ~ TO BE L(?CATED INSIDE RISER CLOSET.
~a ~ ~ . p 1 'MIN. 6 PVG WATERLINE CO ~,y _ ~ 3. THE LOCATION OF WATER SERVICE, METER, AND ASSOCIATED APPURTENANCES~`T ' - ~ DE5IGNED BY: JAC
~ ~ ~~Ea~. ARE APPROXIMATE AND MAY BE FIELD LOCATED DURING CONSTRUCTION, WITH
f ° _ ' ; G' ~ ®"1 q P~ SSMH S i ~ - - ENGINEER'S APPROVAL, fH ~ ~ ~ I DRAWN BY:
i, cn ~ 4, INSTALL 2" METER, 2" RPZ BACKFLOW PREVENTER IN FRP ENCLOSURE AT JAC 1 JTH
~ 7 u A ~ ~ ~ i ~ SSMH 8 ( I CLUBHOUSE PER CITY OF KINSTON STANDARDS.
i f - ~ e I ~ ~~i CHECKED BY:
NfF 5. WATER & WASTE WATER INFRASTRUCTURE TO BE CONSTRUCTED TO CITY OF FDR
1 . MYRTLE B. PATE KINSTON STANDARDS. PROJECT NO.:
~ - , OB 1344 PG 685 6, MANHOLE INVERT ELEVATIONS ON EXISTING PLAN SHALL BE FIELD VERIFIED 3134.8
t 1 . ` o ~o - - PARGE~ NC: 3194 BY THE CONTRACTOR AND INVERT OF DOGHOUSE MANHOLE SHALL BE
CONFIRMED WITH ENGINEER PRIOR TO ANY SANITARY SEWER CONSTRUCTION 'DATE' JULY 2011 ACTIVITY.
~ ~ I _
1 7. COORDINATE ANY CONNECTION TO EXISTING UTILITIES WITH THE CITY OF ' scA~E:
- i _ KINSTON PRIOR TO BEGINNING WORK. HORIZ„ 1" = 40'
~ SSMH 5 PLUG ~ BLOCK 8"' PVC
4` 1 6" PVG WATERLINE ~ , _ r j SANITARY SEWER ER '
1 1 SSMH 9 N/F SHEET 4 OF 15
REMONA HILL HOFFMAN
1 DB 1310 PG 797 FINAL DESIGN
1 APPROXIMATE LOCATION SFHA 900 YEAR FLOOD LINE PARCEL N0. 2521 NOT RELEASED
FOR CONSTRUCTION
1.
Rrna

.,e, r ~ ` I
/
' ~ ~II~ x pe X49 ' ~ n W .o
C f=~ , ~ / ~ ~ - ®p~
~r-- ~ ~ ~ ~ r,,,,r
1. SEE SEDIMENTATION AND EROSION CONTROL PLAN FOR NOTES 9. INVESTIGATE UNDERGROUND FACILITY LOCATIONS PRIOR TO ' : - t ` AND CONSTRUCTION SEQUENCE. THE START OF CONSTRUCTION. ~ ~ ! ~ /
~ ' ; ~ w ~ ' ~
2. SEE GEOTEGHNICAL REPORT FROM GEOTECHNOLOGIES, INC. 1O. REPAIR DAMAGE TO EXISTING FACILITIES AT NO ADDITIONAL ~ ~
OW ER. FOR ADDITIONAL SOIL INFORMATION, ALL SITE AND UTILITY COST TO THE N v
WORK SHALL CONFORM TO RECOMMENDATIONS PROVIDED BY ~ 11. A CHANGE IN CONDITIONS MAY BE CONSIDERED DUE TO THE GEOTECHNOLOGIES, INC. UNLESS OTHER LSE APPROVED BY 1 ~ I ~ p ~7
THE ENGINEER. LOCATION OF THE EXISTING FACILITIES AS ALLOWED IN THE Q W
GENERAL CONDITIONS. THIS DOES NOT INCLUDE THE COST LL. i ~ ~
3, ALL GRADING SHALL BE IN COMPLIANCE WITH THE NGDENR FOR REPAIR OF DAMAGED FACILITIES NOT PROPERLY LOCATED , ~
MANUAL FOR SEDIMENTATION AND EROSION CONTROL THE IN ADVANCE OF CONSTRUCTION. p EROSION CONTROL PLAN, AS WELL AS THE EROSION CONTROL
PERMIT. 12. INSTALL A DEWATERING SYSTEM PRIOR TO EXCAVATING v ~ i1 i ~ ~ ~
BENEATH THE GROUND WATER TABLE. MAINTAIN THE WATER
4. FOR INFORMATION REGARDING THE SEASONAL HIGH WATER TABLE APPROXIMATELY 2 FEET BELOW THE BOTTOM OF iI ii,~ ~ t ~
TABLE, SEE REPORT FROM SOIL AND ENVIRONMENTAL THE EXCAVATION. WATER FROM DEWATERING OPERATIONS CONSULTANTS, P.A. MUST BE DISPOSED OF IN ACCORDANCE WITH THE NORTH i i i ~
CAROLINA SEDIMENTATION POLLUTION CONTROL ACT. ~ t ~ ~ i ~ ~ ~ i , ~
5. BOUNDARY SURVEY, EXISTING TOPO, AND EXISTING INFRA- ~ ~i i ~ ~ ~
STRUCTURE LOCATION PROVIDED BY BARTLETT ENGINEERING 13. MAINTAIN DEWATERING UNTIL BACKFILLING HAS PROCEEDED ' ~ ' i ~ LOT 44 ~ ~ ~ COUNTRY ACRES
AND SURVEYING P.G. ABOVE THE NATURAL GROUND WATER LEVEL AND THE ~I i r; STRUCTURAL WEIGHT IS SUFFICIENT TO PREVENT "FLOATING" t~ I f MB 17 PG 56
6. ANY DISPOSAL OF EXCAVATED MATERIAL SHALL BE PERFORMED OF THE STRUCTURE. i ~ i~ ' ~ ' ~ PARCEL NO: 2765 NSF
N SUC W STRU THE FLOW I H A MANNER THAT IT .ILL NOT OB CT ~ ~ I~ THOMAS ~ DEBRA CREWS ' ~ ~y ,
OF WATER, ENDANGER EXISTING IMPROVEMENTS OR WORK IN 14. STRIP TOPSOIL FROM AREAS TO BE DISTURBED TO THE ~ DB 816 PG 77 ~ ~ / =
E H DESCRIBED IN THE GEOTEGHNICAL REPAR AND LOT 16 PROGRESS, IMPAIR THE USE Oft APPEARANCE OF THE EXISTING D PT T COUNTRY ACRES FACILITIES, OR BE DETRIMENTAL TO THE COMPLETED WORK. STOCKPILE SEPARATE FROM OTHER EXCAVATED MATERIAL. LOT 18 r 18 ~ ~ PARCEL NO: 1899 ~ -
i MB 17 PG 56 LOCATE TOPSOIL SO THAT THE MATERIAL CAN BE USED COUNTRY ACRES Y ACRES I -
7. REPAIR OR UNDERCUT AND BAGKFILL SOILS THAT BECOME PARCEL NO: 2573 r'' MB 17 PG 56 E ILY FOR THE FINISHED GRADING. PROTECT ND MAINTAIN R AD A PG 56 ~ ~ ~ ~
DAMAGED BY CONSTRUCTION ACTIVITY OR UNSTABLE DUE TO 0 SOIL UNTIL NEEDED. PLACE TOPSOIL AFTE COMPLETED PARCEL NO:, 2739 T P R N NO: 2739 _ , _ ~ ~ _ _ , ~ _ _ ~ _ . ( ~ i ~i a
W BEING LEFT EXPOSED TO THE EATHER AT NO ADDITIONAL _ OF WORK IN ACCORDANCE WITH MANUAL FOR SEDIMENTATION COST. AND EROSION CONTROL. ~ ~

e, ~ f 8. THE APPROXIMATE LOCATION OF EXISTING UNDERGROUND ~ ~ ~ ~ ' ~ ' ~ ~ ~ HELLEN C. TURNAGE
FACILITIES AT THE SITE ARE INDICATED ON THE DRAWINGS ' I ~
BASED ON INFORMATION AVAILABLE TO THE ENGINEER + (PROVIDED BY OTHERS). ENGINEER AND OWNER DO NOT TAKE ' ~ ~ r r~ 45.90 DB 1219 PG 724 45.72 i h I PARCEL N0: 1876
~ 1 RESPONSI6ILITY FOR THE ACCURACY OF THE INFORMATION, ~ I
„~y _ i i ' ~ ~
5O' NEUSE RIVER BUFFEI r ,r 71VER BhFFER h fl y ' 'V' DITCH APROX. _ _
~i q ~ ` ~ ~ 12-INCHES DEEP
r rr,~ I' ` , W/ 3~1 SLOPE (TYPJ
T©p of Bank ~ ~ I ~ (SEE DETAIL THIS SHEET) ~ ~ I
;ti, I ~ ~ I
~ ~ ~ ~
i i~ ~ ~ SO ~ ~ i~ ~ i ~ ~ R .
LOT 14 ~ pp 7. Orr ~ ~ ~ ~ IIL ~ ~%~'S~ 47.32
COUNTRY ACRES e~f~ ~f ~f ~I . ~ ~ a ~ ~ ~
MB 17 PG 56 ~ / f ~ _ V DITCH APPROX. ~ - ~ r PARCEL NO: 1648 ~ ~
12-INCHES DEEP ~ ' qi~ ~ ~1~ ~ NSF ~
BUILDING FACE I, ~ ~ ~ ~ ~ _ ~ ' ~I~ v~ ~ CITY OF KINSTON ' z ~
c~~ - r , p~ J 49,99 _ ~ 'I ° ~;i DB 832 PG 74 ~ / ~ ~l ~ ~ ~ ~ ~ PARCEL NO. 26207 0
I NIGH PT o
/ i e . 10 MIN 2 ! ~''i b ~ ~ , ~ ' ~ ~p ~ 47.53 ~ ~ ~
~ ~ ~ v i ~^a ~S ~ ~ Q W
l @ V'\ ~ ,f`'~ r SY SLOPE ~ ~ ~ r` ~ f ~ ? 49.60 C9 d' i U ~
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~ , , ~ ~ / ~ "a li
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~ ~ LOT 13 ~ ~ e , ~ ~ COUNTRY ACRES ~ ~ ,
MB 17 PG 56 ~ ~ i~ ~ ~ " _ 1 A - a
r 5 NOT TO SCALE PARCEL N0; 2553 ~ r e" ~ ~ ~ ~ r ~ ~ ~ ' Cd
~ ~ IJJ
/ ~ I~ ~ - _ - ~ ~ ~Q
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~f ~ ~ ti >C ~ ~ ~ N ~F d ~ ~ ~ ~ ~ ~9 MORRIS & SANDRA LEE
I~'~ ~ 48,3 ~ ~ `''z, 48.03 / 48.30 ~ ~ i ~ ~ DB 1443 PG 171 ~ ~
~ i v ~ ~ , ~ ~ I ~ 9 48.51 PARCEL NO: 2802 ~
/ 4,00 a - ,~"r FFE; 1 48.50
RS D LOT 12 I 0 ~ ~ ~ 47,84 ~ ~ ~ 7
COUNTRY ACRES ~ ~ r a~ ,~~m~'' MB 17 PG 56 d ~ a, 9 ~ %'U ~ r~ 48.75 ~ k' ~i ~ ~
ARC NO: i 85 ~ ~ P EL 2 ~ ~ ~ e~ ~ ~ a on ~ - NIGN PT pd d' p'4i3 ` _ `~i
~ ~ ~ ~ ~ f ~ _ 1G ~ ~ r / ~ - _ _
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tv ~ ~ , _ EXISTING 30 ~ 4 ~ ~ ~ ~ ~ - - m ~~99000®Y6ppi7n ~ ~ ~ ~ Q ~ o0ya ~ } A t~,~ a®~o~
~ _ ~ DRAINAGE EASEMENT ~ < ~ ~ d ~ ~ ~ ~ , ~ BMP OUTLET , ~ ~ / ~ ~yy ~ I ~ ~ ~..mpv~ \U: ~v°`J ~.1I r!A °q ~~r_J O
MB 17 PG 56 ~ ~ (SEE DETAIL / % I ~ ' ~ ~ 4 ~J .r o 0 7 0
SHEET? ~ ~ ~ s~ ~ ` ~ ~ ~ ~ ~ ~ ~ ~ N IF a ~ > o I! II ~ ~ _ CI PAUL M. ARNETTE ~ S E~>~,Lv o ~ ~ {
~ ~ i r ~ ~ R1 d a ~ ~ o m ~ DB 600 PG 92 ~ ~ ~ D~.~~J I
W; ~ J ! ~ d T PARCEL NO: 1502 ~ ~~i
i i t~
~ ~ ~ i ti \ ~ I ~ f V DITCH APROX.
b~~i T~ u F ~ ~ 12-INCHES DEEP _ -
~ ~ ~ t ~ I I \ a 0~ ~ ~ ~ - W/ 3~1 SLOPE tTYPJ
~ ~ BMP 1, ~ , r, T ~ ~ LO 11 , ~ W ~ C S ~ TORM ATER e~ ~ `1w ~ {SEE DETAIL THIS SHEET) j
~ ~ /WETLANDS it ~ ~Il
I' ~ PARCEL NO; 2285 ~ u~ i~~~~ ' {SEE DETAIL SHEET) ; i ~
' ~ u I y~,ft~~ ' ' ~ ~ N fF _
a ~ ~ ~~N 47 ~ ~ ~ ~ j _ ~ J 1~ 11 11 1 u ~ i ,,qg yy LIONEL STAPLEFORD X47 ~ 49~ `1~ j DB 573 PG 645
~ , ~ ~ ~ 42,60 ~ y„,!,~ - ~ 9 d. ~ r r ~ ~ PARCEL NO; 3588
'I ll~li ~ ~1 t {J~ h' 0 ~ ~I 1 1 1 / i a~ r ~ ~ 151.20
~ ~ i 1 ~ ~ d , ~ ~ ~ ~ ~,-4720 1 ~ p 1
V' ~ ~ ~ ji I~~~ l Ill 1 I ~ I N ~Id 1 - r i~ t ~ 1 I , A I 1 1~ ~ i ~ a~ ~ ~ ~I~ - - - _ - U~8IGNED BY.
~ 1 i. \ . 1~
~ ~ ~ 1i r~ ! I ~ r J (fie ~ ~ ~ n u ~ ~ ~ ~ ~ ~
~ U ~ Df~AWN BY: ~ ~ ~ ~ - _
~ ~ i 4972 ~ ~ ~ N F JAG l JTH J „ -n ~ ~ ;:CHECKED BY.
~ A 1
~ ~ i ~ - ~ . i ~ ~ F i~ ~ MYRTLE B. PATE FDR ; ~ ~ ' DB 1344 PG 685 PRCIJEC7 NO.: '
~1'r ~ PARCEL N©; 3194
EXISTING 30' ~ ~ ~ : ~ 1 o . ~ 3134-8
LOT 12 ~ ~ ~~1 t r ~1, ~ ~ DRAINAGE EASEMENT ~ ~ ~ ~ + _ © y F~: 50 ~ ~ p ~ $6.54 DATE;
MB 10 PG 61 ~ MB 17 PC 56 1 i,~~ ~ ' ~ ~ ~ 1.~ ~ ~ f _ PARCEL NO; 2141 ~ _ ~ ~ F lit I ~ ~ ~ 1 JULY 2011 n
i 0 ~ F ~
,~,i ~ ~ ~ i ~~I SCALE:
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i I 1 4624 REMONA HILL HOFFMAN 45,91 SHEET 5 OF 15
v vvv T r APFIROXIMATE /LOCATION SFHA_ - - - = r 50,80 DB 1310 PG 797 _ PARCEL NO; 2521
(1010 YEAR FLOOD) LINE
I \ 10 i DAYLIGHT VDITCH
_Tfl GRADE 44.99
u

a
~~~p ~ d ~ d 1 ~ ~
i ^ , ' `'a I f~ , d , a r~„~I t
Yr ~ 1. STORM DRAINAGE INFRASTRUCTURE SHALL OOMPLY WITH THE
1. SEE SEDIMENTATION AND EROSION CONTROL PLAN FOR NOTES AND CONSTRUCTION c, _ , ~ ~ CITY OF KINSTON. o
OUTF,4LL 1 CI3 8 SEQUENCE, r ; - ~ 2. CURB INLETS SHALL FOLLOW NCDOT SPECIFICATIONS. USE ~ U
TOP = N 1 A TOP .48.25 2. SEE GEOTECHNIGAL REPORT FROM GEOTECHNOLOGIES, INC. FOR ADDITIONAL SOIL _ : ~;i ~ NCDOT STANDARD DETAIL 840.f}2 AND 840.03. USE BRICK ~ ~
INV IN = 44.00' _ CB 2 INV iN- 45.1 CB 9 _ . INFORMATION, ALL SITE AND UTILITY WORK SHALL CONFORM TO RECOMMENDATIONS ~ ~ ~ 1 , MASONRY STRUCTURES WHERE NECESSARY. ~ ~
INV IN = ~ ~a '.INV IN ° PROVIDED BY GEOTECHNOLOGIES INC. UNLESS OTHER~~VISE APPROVED BY THE ENGINEER, ~ _ _ , ' 3. ALL STORM SEWER SHALL BE CLASS III OR CLASS IV RCP w ~ ~
INV OUT = INV OUT = 44.85 DI 7 , 3. ALL GRADING SHALL EE IN COMPLIANCE WITH THE NGDENR MANUAL FOR SEDIMENTATION ' f WHERE NECESSARY, ~ O
i, _ > _ AND EROSION CONTROL, THE EROSION CONTROL PLAN, AS WELL AS THE EROSION 4. SEE STORMWATER MANAGEMENT DETAIL SHEETS FOR O ~ ~
30 RCP 67.05 LF of 18 RCP 0.52% ,:1 ~ GO T OL PERMIT. I _ NR ~ INFORMATION ON BMPS, INCLUDING RIP-RAP INSTALLATION AT ~ p
_ _ 4. FOR INFORMATION REGARDING THE SEASONAL HIGH WATER TABLE, SEE REPORT FROM PIPE OUTLETS.
_ _ S L ND ENVIRONMENTAL CONSULTANTS P.A. ` r GB2 ;Ci3g OI A , 1 5. 18-INCH SPILL CURB DEPICTED BY SHADED AREA
TOP = 45.25' TOP _ .48.25 1 ~ ~ ''I
_ _ S. BOUNDARY SURVEY, EXISTING TOPO, AND EXISTING INFRASTRUCTURE LOCATION PROVIDED INV IN = 42.35 CB 3 INV IN = t ~ 1 + +i
_ BY BARTLETT ENGINEERING AND SURVEYING P,C. a INV IN = i INV IN = i i I i~ i ~ I
6. ANY DISPOSAL OF EXCAVATED MATERIAL SHALL BE PERFORMED IN SUCH A MANNER INV OUT = 42.20 OUTFACE 1 ;INV OUT = 45.25 CB 8 ~ ~ i++ ~
THAT IT ~tLL NOT OBSTRUCT THE FLOW OF WATER, ENDANGER EXISTING IMPROVEMENTS i 71 ~ ~ + ~
OR WORK IN PROGRESS, IMPAIR THE USE OR APPEARANCE OF THE EXISTING FACILITIES, 32,86 LF of 30" RCP @ O.G1 °fo ~3Q00 LF of 15" RCP @ 0.50% W l ` i
- OR BE DETRIMENTAL TO THE COMPLETED ORK. _ 7. REPAIR OR UNDERCUT AND BACKFILL SOILS THAT BECOME DAMAGED BY CONSTRUCTION I
I ~ ~ I LOT 44
' CB 3 'CB 10 ACTIVITY OR UNSTABLE DUE TO BEING LEFT EXPOSED TO THE WEATHER AT NO ~ ~ ` ~ COUNTRY ACRES MB 17 PG 56
ADDITIONAL COST, - ' - TOP = 46.25' !TOP = 47.79 - ~ ' ~ PARCEL NO: 2765 - N/F
~ . INV IN = 42.6o cB 4 INV IN = S. THE APPROXIMATE LOCATION OF EXISTING UNDERGROUND FACILITIES AT THE SITE ARE i i'+ THOMAS & DEBRA CREWS
NV il~J = 42.60 of 1.I iNV IN = INDICATED ON THE DRAWINGS BASED ON INFORMATION AVAILABLE TO THE ENGINEER LOT 16 ,1 DB 816 PG 77
INV ouT = 42.50 cB 2 INV OuT = 44.31 GB 4 {PROVIDED BY OTHERS). ENGINEER AND OWNER DO NOT TAKE RESPONSIBILITY FOR COUNTRY ACRES LOT 1$ i 18 ~ ~ _ _ _ PARCEL NO: 1899 - I~ +
THE ACCURACY OF THE INFORMATION. MB 17 PG 56 COUNTRY ACRES - Y ACRES ` ; i ~~~r . .
30.00 LF of 24 RCP n 0.50`io '101.66 LF of 15 RCP 0.50°!° PARCEL N0: 2573 9, INVESTIGATE UNDERGROUND FACILITY LOCATIONS PRIOR TO THE START OF MB 17 PG 56 PC 56 ~ + ~ i - _ ~ I
CONSTRUCTION, PARCEL N0; .2739 _ _ _ , i ~ f _ _ ~ - - r? NO; 2739 ~ i , ~ +
_ 10. REPAIR DAMAGE TO EXISTING FACILITIES AT NO ADDITIONAL COST TO THE OWNER I_ _ - - + i r, ~ ,
c~ ~ ~I 1~ i ~ ~
ToP = x7.35 TOP = 47 _ 11. A GRANGE IN CONDITIONS MAY BE CONSIDERED DUE TO THE LOCATION OF THE EXISTING r, ; ~ I I' ' ' ~ NSF ~ i ~ r ~ r ~ HELLEN G. TURNAGE
Irdv iN = 4s.so CB ~lo ~ - INV iN = 43.95 DI 12 I S AS ALLOWED IN THE GENERAL CONDITIONS. HIS DOES NOT G U , ~ ' FACILIT E T IN L DE THE ~ ; 6B 1219 PG 724
IN'J IN = 43.30 of 5 II~IV IAN = COST FOR REPAIR OF DAMAGED FACILITIES NOT PROPERLY LOCATED IN ADVANCE OF ~ CONSTRUCTION. ' a ' PARCEL N0; 1876 i
INV OUT 4.60 CB ~ iNV OUT = 43.2 CB 3 ~ ~ ~ i ~ ~ i r
I' _ 12. INSTALL A DEWATERING SYSTEM PRIOR TO EXCAVATING BENEATH THE GROUND WATER 86.92 LF of 24 RCP ~ 0.52,E 117.00 LF of 24 RCP ~ 0.51 TABLE. MAINTAIN THE WATER TABLE APPROXIMATELY 2 FEET BELOW THE BOTTOM OF ~ ~ ~ ~
, ~f , i ~ m~
_ THE EXCAVATION. WATER FROM DEWATERING OPERATIONS MUST BE DISPOSED OF IN _ _ ~ ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT, ~ i , ..tea + ~
_ DI 5 ' DI 12 ~
- 13. MAINTAIN DEWATERING UNTIL BACKFILLING HAS PROCEEDED ABOVE THE NATURAL TOP= 47.00 TOP = 48 W LE LAD E U W U I i ~ + r
GROUND ATER VE N TH STR CTURAL EIGHT IS S FFICIENT TO PREVENT INV IN = 43.70 DI 6 INV IN = 44,7 CB 13 ~a r ~ + ~ _
FLOATING OF THE STRUCTURE. _ _ , INV IN = INV IN _ r;' l ~ / ~ /
_ _ 14. STRIP TOPSOIL FROM AREAS TO BE DISTURBED TO THE DEPTH ~ r " INV OUT = 43.30 CB 4 INV OUT - ...44.6 DI 11 , , ' sp. f _ _ DESCRIBER IN THE GEOTECHNICAL REPORT AND STOCKPILE ~ 1 ~ /
LOT 14 Ripo p _ ° SEPARATE FROM OTHER EXCAVATED MATERIAL. LOCATE TOPSOIL COUNTRY ACRES B~fr,°"
55.21 LF of 18 RCP @ 0.54/° 127.61 LF of 15 RCP @ 0,5110 ~ , ~ ` ~ ~ / ~
SO THAT THE MATERIAL CAN BE USED READILY FOR THE FINISHED MB 17 PG 56 ~ ~ GRADING. PROTECT AND MAINTAIN TOPSOIL UNTIL NEEDED. PLACE PARCEL N0: 1648
TOPSOIL AFTER COMPLETION OF WORK IN ACCORDANCE WITH ~
DI 6 _ _ GD 13 _ _ MANUAL FOR SEDIMENTATION AND EROSION CONTROL. ~ ~ 'r 4 ~ CITY OF KINSTON ~ J
i' TOP= 47.00 _ TOP = 48.87 _ ~ ,f, ~d, ~ ~a, DB 832 PG 74 ~ ~ ; ~ ~ PARCEL N0: 26207 ~ ~
_ INV IN = 44.15 DI 7 INV IN = 44.87 CB 14 , I , _ _
/ 1NV IN = _ ~ _ INV IN ~ ,f, l r Q ~ ~
1NV OUT = 44.05 D15 INV OUT = 44.77 DI 12 , _ _ _ _
~i yr / i , _ ~
1 64.26 LF of 18" RCP 0.54% 12.4$ LF of 15" RCP 0.56% , _ _ _ 0 ; c~ ~ U ~
, n _ o~/ , _ _ 18°° SPILL ~ m
_ ,4 _ . C~ / ~ ~ CURB fTYP.) ~ ~ ; v~ Q CD ~ w , ' = z ~ ~
DI7 G614 ~ ; a~' ~ , - - _ _ ` % W a ~ ~ ~
T TOP 47.25 OP 48.$7 e~1 18" SPILL - \ ~ 9 -n ~ ~ ~
INV IN = - ..44.5 B _ _ INV IN _ _ r C 8 LOT 13 ~ ~ r ` CURB fTYP.) _ _ ~ ~ . ~ - ~ ~ . ~ ~
INV IN = INV IN = COUNTRY ACRES ~ " ~ %''-18" SPILL _ ~ r
' INV OUT= 44.4... DI6 _ _ INV OUT= 45A5 _ CB 13 MB 17 PG 56 1 _ _ PARCEL N0: 2553 , r 'J 1C ~ CURB fTYP,)~~ ~ - ~ ~ \ , ~ , _ _ _ _ h m ~
_ ~ w 44.62 LF of 18" RCP 0.56°io 30.D0 LF of 15" RCP 0.60°!0 ~ ~ ' ..J + ~ + ~ ~
_@ @ ~ _ _ _ _
_ ~ r Nate: "TOP" elevation listed as the finished rade of the storm rate an the Catah BasinlDro Inlet ~ ' ~ ~ ~ ~ ` N ~F d
9 9 P e,~: ~a ` + MORRIS & SANDRA LEE ~
n~~ % / ~ r ~ i OB 1443 PG 171 m
/ =r o~ " / ~ ~ i C(,UEHOUS ~ ~ PARCEL NO: 2802 ~
~ ~ / - ,
h LoT 12 ~ ~ , I ~ I.
COUNTRY ACRES ~ ~ ~ ~ ~ ~ ~ f . ~ ~
MB 17 PG 56 ~ ~ ,5 PARCEL N0: 1852 ` - ~ ~ ~ - + ~ ~ ~ rq~ -
~ ~ 'IS" SPILL _ ~ _ ~ ~ CURB fTYP.) ~ ~ _ _ _ _
I ~ ~ 4 ~
i ~ ~ f w EXISTING 30' / ~ ~ 1S aPlf_L M ~ ~~~~eap®~ocn
~ r CURB (Tl'P,) DRAINAGE EASEMENT ~ YP,, oa'~~N C,A~~T`
MB 17 PG 56 i ~ m wa
E - ~ o ~ ~ i ,`r! L'1 ~ I ~ ~ r~ I _ - PAUL M. ARNETTE ~ ~~C,
~ ~ / ~ ~ r~ X11 i _ ~ ~ ~ 1 r ' DB 600 PG 92 ; " ~ ~3 m
~ f ~ N ~ / ~ ~ f ~ j' PARCEL NO: 1502 ~-~~~~a~ I~ ~~.as~.~~ ~ ~
~ _ f / f~l 4
0 ~ ®e~ae
~`~.7°~~
1 V 11~ V i~~ (1 i n r( - 1 \ \ , i ~ I
! Fi % r, r 1 ~ LOT 11 iii r~i;., / r BMP 1`. ` '
o~i i,~~ ~~~_,_a ~ ~ - _ ~ STORMWATER MB 10 PG 61 ~ ~ii~i, / II i'' is ~ 1,
~ ai'~i,~ i ! ~ A W L S . PARCEL N0: 2285 , ~ ~ , ~ ET AND f ~ ii~ii, { ~ ~ m ~
r ~ ~ ~ ~ ~ BMP 1 _ 18 SPILL N F I'.
~ ~ , , ,CURB fTYP,) ~ LIONEL STAPLEFORD
~ \ \ ~ y , ' / f' OB 573 PG 645 ~ + ~1 _ ~ ~ PARCEL NO: 3588
~ ~ ~ ~ ~ ~ A
~ 18" SPILL ~ ~ ~ _
~ ~ \A~ r 1 1 ~ ~ CURB 4T (PJ ~ , ~ ~ I ~
i ~ I~,~Ij ~~l 1 I 1 ' , rr. R 14 _ _ DESIGr'ED BY:
~ ~~111 1~P 1 1 I ) - it ,,~`'~I t J~ JAC I
- _ - ~ ~ } ~ I I ~ ~ ~ I I '~I~ i 1 " s
} Il~t I 1 ' , i I ` i ~ ~ I ~t1t l' ~ u~ I ' 1 ` ~ DRAWN BY:
~ JAC 1 JTH ' i -n ~ ~ NSF CNECKE[} BY:
i ` r
13 I ~ MYRTLE B. PATE FDR ~n OB 1344 PG 685
~ ` ~ t~ ~ i 1 ~ ~ i PARCEL NO: 3194 ' PE30JECT NO.:
i 0 3134.8
EXISTING 30' ~ ~p~ ~ n ~ LO 2 DRAINAGE EASEMENT ~ ~~,,i ` li! ~ ~ 5a QO ~ DATE: JULY 2011
MB 10 PG 61 I ~ ~ M 17 P 6 \ ~~ti ~i~, ~ - ` _ _ - - B G 5 ~
PARCEL N0: 2141 ~ ,i~~t,~ ~ _ ~ ~ / ,SCALE: 1
- ~ ~ ` / ,i u~~, 1 , ~ _
t ~ f ~ i ~ ~ ~ , I '
HORIZ.:1" = 40' ' ~ ~
t _ I , 0 1R" SPII I
18 SPILL iPILL 1,4/r CURB (TYP.)
0 CURB (TYPJ (TYP.) REMONA MILL HOFFMAN SHEET 6 OF 15
AR,P`ROXIMATE LOCATION SF`H-AA - DB 1310 PG 797 - - / PARCEL NO: 2521
100 YEAR FOOD LINE
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j'. i
_
Bl!'1P Removal C'ateulatian dVorl~sl,eet llsin li~lethad 2 far Neu ' ~ ° _ g ) se Rai er Basin E~' ~ ~ ' ~ , ` ,
I ' ~~~1 ' l` ' i LOT 44 ~
~9~,~" 6'9D 6)esigttS~aau9as~t6~~ I Iii ~i ii I COUNTRY ACRES
IV© TES° ;1 11 ci I)ctenlion fund (i ,A(~ 13114' Ilan ~ _ "E ~ ' , MB 17 PG 56 ~ U
~P ~ , u i 1, SEE STORMI~ATER MANAGEMENT REPORT PREPARED FOR - ,i i ~ i rr ,I PARCEL NO: 2765 THOMAS & EBRA CREWS W ~
~1~t, n~,,;~1~~~ 1i caand tic 43,n? ~1:~n:,aE ABBY GARDENS FOR COMPLETE S I~~~tri€;I~t 35 ET OF CALCULATIONS LOT 16 ~ ~ ~ r .J ~
_ AND DESIGN INFORMATION RELATED TO STOR ~V M ATER COUNTRY ACRES ~ ~ r DB 816 PG 77 ~ ~ ~
~;~,,d 1~~It~~~~ 3; 45 'v~~ t;~41° e;.~~~~~;tl ~ MANAGEMENT DESIGN OF THIS PROJECT, ~ LOT 18 l~emod~al MB 17 PG 56 T Y 7T 18 1 ~ ~ _ _ PARCEL N0: 1899 ®I ~ p 1 rJ ~i i -
PARCEL NO: 2573 COON R ACRES 2, OtNNER !DEVELOPER WILL SUBMIT REQUEST TO PROVIDE MB 17 PG 56 ~ 4;iurcrcutinn 3~ 4~ 1(' PB11N 14;umul iY ACRES ~ _ ~ i ~ ~ ~ , , ~ ~ ~
Rate _ _ _ OFFSET PAYMENT IN COMBINATION WITH ENGINEERED ' PARCE NO: 73 ~ 2 739 ~ ~ ~ ~ ~ , _ Q ~ NO: 2 9`~ ~ ~
STORMWATER DEVICES TO ACHIEVE NITROGEN EXPORT i (or;iss ~ti,,.de 6(D ~Q ~ ti(~ 1i11s' llmwal
REDUCTION TO 3.6 LBS, / AC~ / YEAR, ~ " 1~ ) li cl,ucdJ~il(erSuip,i 4_cccl ~ ~ y / i ! it ~ '
' C ' ?Qi ~5 ~C 1;11P llaitn:ol ~ 1 1~ l,~~ad~~~~ I. i~ it E N~F
d)r~ I)etcutinn ~I~ 1Q 1(' 13111' 1i,iniml i ; ; HELLEN G. TURNAGE
~ c ~ ~ DB 1219 PG 724 r
~i _ r ~ ~ PARCEL Na: 1876. ~ f ~ I~ {
Cntchrnet€t D~4-1: - - ~ ~ I ' ~ i I _ - 1 I ~
Total amraot nfcafirhn~c~~t 1 3,9 _ _ ~ c - _ _ _ f
First BMP's 1N ,•a„ ~gl V3, .a,lC- III Jp _ I - - " ~econr! }i1! Ps I ~ r,~nu, ,il rage = II ^o I ~ p,-' AREA TRIBUTARY TQ , ~ _ ~ STCRMWATER WETLANDS x.~ `
- ~ _ i ( 9 1 Thr~ll3~\i~S1Nr~inoValcGlc- ~ ~ 13.93 ACRES)
lUlr1L1NREMUVALi{t111 = ~U 4i 1 " ~ ~ ,
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~e 17 Pc 5~ I !1.1111 O.G D.011 i~ l udi~turlmdl)prn tiluicc -
PARCEL NO: 1648 ~ ~ _ crnu,ncntl, I'rotcclcd ' ' r NfF
~ ~ I I J9 7.2 ~.I ~ 1 . 1,l I1NUCll hln ~ I4lCL ~ o I f ~ oo, 0 o°~'~~ rr ~ ° CITY OF KINSTON
~ ~ ' - n ' w ~ ~ ~ ~ ~ ®m DB 832 PG 74
Enq~mr,iuus Surfacrc 3,1~ ~ 2J.2 1~.3? ~ ~l r p ~ ~ ~ ~ ~ ~ PARCEL NO: 26207
I n 1 1'tCf_~L 3J~ ~r ~ ~ ~ ~ ~ ~
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T'o6alacreti ~~`'4a!,Itm~nt 5:1~ ~r _ p cif r ~ ~ i - - ~ ~ w ~r/ u
T'irst B?t'(P'a T\ rerioval rr.te II _ _ 9 ' ~ ~i ~ Second B\1'", I \ rcr~oval r„~.~ - 41 ,a ~QT 13 ~ , ~ ~
~ ~ i Thad BlvIfls l a r~inov i ~ ` ~ ~
I! a1ra~.e= a COUNTRY ACRES ~~1/ ~ / ' _ ~ ~>~ornLTlv~vlovnL~~.air= n _ ~ \ i~~~^ .z ti
PARCEL NO. 2553 / ~ ~ ~ ~ L ~ ~ of \ ~
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` r ~ ~~`J MORRIS & SANDRA LEE ~ d
yo. I . r rnrai~coltlt 6'eatected f ~ - ~ DB 1443 PG 171 ~ ~ P PARCEL NO: 2802 ~
~~ndisturlmtlO xn ~ r „ 2 O.b ~ f f/
LOT 12 6 n"u~suuutl E rt~[ectcd 5 I t f'~e I ~ ~
t,~~ 1.2 ~,3~ COUNTRY ACRES _ ~ - ~ i liaua~cd(?lx~n Space tr MB 17 PC 56 i L" ~ ~ ~
I F; _ ~ _ PARCEL NO: 1852 ~ ! ~ ~ ;I , U ~ J
~ imixrtioesSurl<~r~~+ U.?~ 21,Z 9~,?34? - ~ ~ f~. i r 1 ~ ~
f~~f, ~ 4` _ ~ ~ 1 I ~ ~ ~ ~ C7 _ ~ ~ ~ , OC
T+atal.areaafUeteingnamstt- ,,~g.[ fi??,E3[~ EXISTING 3Q i / ~ f Q w ~
DRAINAGE EASEMENT ~ ~ j
~9'otal `6'V i~;yxir9 (Bit ;t~ht•) M8 17 PG 56 ~ _ ~ ~ ~ ~ ~ ~ ~ ' i ~ , 3.G(s J' ~ ~ ~ n i
1 1I'Ice~ (3106 - ~ ~ ~ ~ r~ N F ~ ~ l ~
i rr I ~ PAUL M~ ARNETTE ~ ~ ~
' ~ ~ , DB 600 PO 92 m ~
~ ; ~ ~ PARCEL NO: 1502 I w ~ _ _ ~ ~
, , ~ 1 ~~atchmc'nP 9'osf-9$096' fr~, ~ r°°. t ~ ~ r Q
'~l'1'Cayl' ~ 9.Uadfa~i "'!ri ~j A l~ ~ ~ ' 1 _ C~
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("atchtneoltl 39~ ~i~~~ Ii~Ilt__ r ~ . ~i ~ ' ~ ~ ~ ~lll~~ 0 - ~ ~ STORMWATER J C {t
I, - _ _ f II II,r II ~ ~ , ~ ~ ~ ~ - i °~~ii~riil~i ' ~ > ~ ~ 1NETLAND
~ . 1, as ~)utsi<Ic i~161 Z.atelu~tcetts ~,~I:6 3.(>4i ~ ~I 411 i 17111 I ~ ~ e~ ~ z ' e
~ 11~ i11 Il~ ~ ~ ~ ` ~ ~ ~ ~ ! {lily N t ~ ~ t~ n ti ~ 1 V1 11111 ~ ~ ~y ~ i T(16~~~9, FC~6~ i~Gl ~.L(9611C~1, x.37 5,97 ~ ~ ~ ~ 1 NF ~ I ~ LIONEL STAPLEFORD
" ~ r ~~A~` ~ ~ i ~ ~ I r - ~ ~ ~ DB 573 PG 645 ~ ~ _ n, PARCEL NO: 3588 _ .a..,
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i ~ \~11\ y' 1111 ~ 1 1 ~ ~ ~ +~e®~~~~aee I ~ ~ _ i,~ ~ DB 1344 PG 685
i ?11 '1 y1,1 ~ ~ EXISTING 30 ~ ~\~1 ,~S 1 ~ ~ ~d1 , ~ ~ ~ ~p ~ ! ~ PARCEL NO; 3194 i
~ LOT 12 ~ 1i~1 a ~ ~ ~ DRAINAGE EASEMENT 1 ~ ,yl ' ~
MB 10 PG 61 ~ X11 ~ ~ ~ MB 17 P 461 ~1,~1 , -`E ~j - PARCEL N 141 G 56 ~ 11 ' , _ , _ O: 2 1,16, / ~ ~ _ ` I
1 ~ /
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y' ,u ~ y ~ i , ~ STORM~ATER WETLANDS _ . TLANDS r DB 1310 PG 797 uESiGNto 8Y:
- r~ ~ 11 ~y` 11 y - ~ r I APFr~OXIMATE ~~OCATION SF~Fi"A. f3;9~ ACRES) - _ ~ - ~ ~ ~ ~ PARCEL NO: 2521 JAC '
~ ~~y11 1y ~ ~ ~ ~ 1 ~1Q0 YEAR FLOOD GNE
,1~- 1 ~ ~ ' I ~ ~ ~ ~ ~ ~ DAAWN BY: ' JAC f JTH
~ ~ ~~1 1~ 11 ~iA1lh ~ ' ~ 1 ~ ! / V ~ 1 ~ ~ ~ i ~ ` f ~ 'CHECKED BY: 1 i v v i
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r,~~~~ 111`: r` c ~ 1. ~ 1 1. 4 r ~ , ! ~ ~ 1ey ~ 1 ~ i ~ ~ ~ ~ ~ - _ - PROJECTNO.:
~ 1 . ~ ~ ~ t r ~ _ 1 ~ ~ 3134E
LOT 13 , .1~1 ; ` ~ r 1
' MB 10 PG 61 ~ 1\~„~~: 1 ~ 3033 ~ ~ ~ ~ - ~ ~ ~ CLIFFORD W. POSTLEWAI DATE.
~ - _ ~ _ _ , ~ ~ ~ JULY 2011 ~ ~ , DB 1030 PG 752
' _ ~ ~ _ ~ f r , - - i 1 ~ ~ ~ V~ ~ ~ ~ PARCEL NO: 3220 SCALE:
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T - ~7-7L--- .

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r HELLEN G. TURNAGE ' DB 1219 PG 724
PARCEL NO: 1876
j
'i 50 Neese River Buffer * ~ NOTES; ~
_ ~ ~ _ _ _
1 ~ ~ ~ ~ ~ - 1. SEE UTILITY PLAN SHEET 4 FOR ADDITIONAL ~ ~ INFORMATION REGARDING UTILITIES. ~ ~
Ex. MH , Top 44.77
Inv. = 37.22 2. INFORMATION REGARDING EXISTING UTILITIES, N ORMATION AND ~ ~ ~ ~ '
l ~I ~ I / EASEMENT AND PROPERTY I F , FLOODPLAIN INFORMATION PROVIDED BY a ~
~ BARTLETT ENGINEERING AND SURVEYING, PC. ~ ~ w
1 ,a ~ 1 a PVC
SANITARY SEWER LOT 14 3, STAKING COORDINATE INFORMATION PROVIDED ~ IN TABLE BEL01~,
COUNTRY ACRES
MB 17 PG 56 ALL UTILITIES TO BE CONSTRUCTED TO CITY
PARCEL NO: 1648 ~ s r OF KINSTON AND NORTH CAROLINA WATER AND N/F ~ASTE+NATER STANDARDS.
~ / ~ ~i ~ I CITY OF KINSTON
, ~ I De 832 PG 74
~ ~ ! e ~ ti~ ~r.~~ l l ~ ~ ~ ~ ~ PARCEL N0: 26207
~ - ~~I
/ ~ ~ •a f y
~ i ~ ;o tl ~ 8 ~ SANITARY SEWER STRUCTURES r
~ S PVC s,.... ' ~ a sy ~ SANITARY SEWER ~ ` 1 z
15" Sanifar Sewer Y
i'~ !Unknown MaferialJ ~ ~ ~ 7UNCTION NORTHING FASTING ~ _
~ ..4 f 1 E ~ '
l ~ / ~ ~ ~ / ~ w ~ ` MH 1 555,319.59 2,405,545.93
~ i LOT 13 , ~ 11 ~ ~ _ 1 MH 2 555,228.00 2,405,696.84 1 ~ m
-n ~ COUNTRY ACRES • f r~~, a ~ ~ to 1 ~ . ~ ~ _ _ MH 3 555,136.84 2,405,654.54 ~ ~t _
MB 17 PG 56 J ._.e. ~ „ ~
PARCEL N0; 2553 ~ Q ~ FH ~ :v MH 4 555,094,11 2,405,685.79 _ '
~ ~ / ~ / j ~ o o MH 5 555,058.28 2,405,759.94
20 PERMANENT / ~ ~ • o ~ a~
G AS NT _ F DRAINA E E EME ~ ~ ~ i °o N/F MH 6 555,052.58 2,405,830.24 MORRIS & SANDRA LEE
r; r F ~ of ~ k ~ t „,..a....w~,.,n 8" PVC DB 1443 PG 171 MH 7 555,088,24 2,405,907,93
i ~ ~/`~~SANITARY SEVER PARCEL NO: 2802 MH 8 555,083.97 2,405,939.44 _ ~ - T;
S PVC f , 7 ~ ~ ' SANITARY SEWER ~ ~ o.' FF~; ~8 ~ ~ c
MH 9 554,994.96 2,405,943.81
LOT 12 ~ " ~ u , ~ • ~ o . a,,, COUNTRY ACRES ~ / / 20' UTILITY ~ MH 10 555,347.30 2,405,761.30 = '
~ ~ ° MB 17 PG 56 ~ ~ EASEMENT ~ ~ ,~„~q MH 11 555,333.85 2,405,880.29
/ i ~ o ~ ~ PARCEL N0: 1552 r ee MH 12 555,282.42 2,405,929.69
• J / ~ ~ h, ~ 13 ~
~ r~ r ~ ` ' MH 13 555,220.91 2,405,932.73
TIN ~ ~ 7 \ ~r V EXIS G 30 ~V t to I~T~ ~ J I ~A~I ~
DRAINAGE EASEMENT ~ ~ / . ~ Ex, MH ~ ~ ° ~ .i ~ p ~ r~ • 70 45.04 ~ ~.a 4 ~ P ~ ~ MB 17 G 56 ~
~ NSF p
e N G PAUL M, ARNETTE Q DB 600 PG 92 v
Ex. MH f ' ~ . ~ ' Ex, 30' Sanitary 3 ~ F~ ~ ~ ,-C ~ PARCEL NO: 1502 ~
1 op 43.29 ~ y 1 Sewer Easement ` !n v. = 34, 95 ~ F ' ~ J i c[ d
~ 4 X9,5 ,5~~ ~ m , C~ 1-
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O~ ~ ~ ~ ~ V - ~ PARCEL NO: 3588 ~ ~ ~ J
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YEAR FLOOD PLAIN S NITARY SEWER r " ° ~ ~ ~ ~ ~ ~ ~ u A ~ SANITARY SEER - - - ~ ~ h
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to v. 34.36 ~ 5Q F~. DRAINAGE EASEMENT
MB 17 PG 56 ` ~ F g 1 ~k I ~
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~ I ~ ui ~ ~ 15 RCP 24 RCP I 1 ~ x~^ ~n Grade u E ~f g 6 PVC DATER P~~ e 12 I 44 JAC ~ P OF . I
44 ~ F i F 3 52.93 L.F. ~ a ~ P ~ a~ ® , ~ ~ ~ i,l p~peF11 CF 861 59 1.00/ ~ ` DRAWN BY:
a ~ 4' hh OF 8 PVC 0.6 P II ~j ~ J YI P ~ ~ Y 71.3 PVC JAC I JTH
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~ ~ CD 0~ ~ o I~r~O ~ `l I S~ a N O O a i ~ ~ z u~ ~ SCALE: i
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~ 1 ~ ~ I°~EM ~S~T~ ~ BOTANICAL NAME ~COi~f~ON N.AE N11NIlVaU~ SIZE ~
3-CR'p' ~ _ I 3-ST ~ ~ 1_a~r ARrees 1 Acerrubrum Red Maple 2 caL 18 w ~ ~ ~ g ~
2p O,C. ~ _
x 6 O,C, 3-ST - ,,,.o~...~_. / 5-MC ~c ~ 6' O.C. ~ /9 small Trees ~ ~ ' ~
,~a / AR 6 p,C, ~ ~ Pi ' ~ OR'O' 8 Oercis renifarmis `Oklahoma' Oklahoma Redhud 10 gal. / 5' ~ ~ ~ w
~ 2 CR p `1 ~ / ~ j MV 3 1~agnolia virginiana Sweet Bay 10 gal. / 5' ~ ~
/ - r k Shrubs
it / ~ , IV'WR' 8 Ifex verficitlafa 'Winfer Red' Winter Red Winterberry 5 gal. ~
~ a may- 9 ~ a ~'0 ` a MO 13 ~9yrica cerifera Wax Myrtle 5 gal.
/ ~,3•~ ~ v _ g~ ST 16 Spiraea tormenfosa Spiraea 5 gal.
U'(~ f1. rI1 l ll~ t ~V\~:1 L. p `~ildflowers
r ~ o` n / a ~ k AC 25 Acarus calamus Sweet Flag 4" rhizome
4~p! FCftEDAY ~ ~ x k~ x AP 45 Asferpafens Late Purple Aster 2"plug
F' ,E ;~O 5?_ d ~OV_RA~ E a~ a ~ r`,,1 ~F. ~ 'r OP 85 Coreapsis pubescens Ooreopss 2"'plug y~ ~~~~-...,T~-T-
/ ®
/ ~ DEEP ~d r HM 60 Hibiscus moschG~efos Swamp Rose Mallow Bareroot
o l ~ G POQ~ a k a Loo 50 Lobelia caro'inalis Oardinal Flower 2"plug
~ - 25 Ac : Era i~~ ~ ~~a ~ Zone 1 Shallow dater
/ Z 0,~; 4C/ ~GVERauE 1 'T A, ~ ~ PV 190 Pelfandra virginica Arrow Arum Bareroot
~ r ~ SL 180 Sagiffaria lanciflora Arrowhead Bareroot ~ _
,.,.r-`" `J ~ l .~~,C Zone 2 Shallow Land i
_ ~ x t.~~~ ~ _ / k IV 178 Iris virginica Blue Flag Iris 2"plug
r ~ ~
~ 1 k ~ ~ ~ JE 150 Juncos effuses Soft Rush Bareroot
l EMERGENCY k ~ l' ~ 1 3~-1'v'V~R~ i x SV 68 Scirpus vaNdus Saftstem Bullrush Bareroot
x o~'` SPILLWAY ~ O,C. ~
~ k ~,I 4 4s CP e
~ a Cl) ~~Ff~~P~~t. :
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_ r x ~0-I_o~ _ / I 45 AP . ~ro- r , CNSTUCTIQ NOTES:
o,c,
3-CR p } k ~ 1, UPON THE STABILIZATION OF THE UPSTREAM DRAINAGE AREAS
5-MC AND APPROVAL OF FROM THE EROSION CONTROL INSPECTOR, W
4J/. ~pVERAGE i~ 6 O.C. CONTRACTOR SHALL CLEAN OUT SEDIMENT FROM THE BASIN
u ~o, ~ ~I ~ AND PROPERLY DISPOSE OF SEDIMENT AND TRASH REMOVED TO AN APPROVED FACILITY {I,E. LANDFILL?,
r ~ ~ i
~ ~ MV FLpODPLPJN 2, AFTER THE BASIN IS CLEANED OUT AND ALL EROSION CONTROL
2-MV ~ . i h I N POU DARY 2p' p.C. DEVICES REMOVED, THE CONTRACTOR SHALL CONSTRUCT THE ~ INTERIOR GRADING AS SHOWN ON THIS SHEET,
Wooded k , ~ o
u Wooded k 3. THE CONTOURS, SPOT ELEVATIONS, AND GRADES SHORN ~
REPRESENT THE FINISHED GRADES OF THE CONSTRUCTED
~ 5-ST VdETLANDS BMP, ~ ~
~ Property Line ~ O,C, { 4. SEE STORMWATER MANAGEMENT PLAN DOCUMENTS FOR ADDITIONAL ; o ~ ~
I ~ INFORMATION. w
a
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c~~ T tSEE DETAIL 4) ~ ~ / J , i ~ ~
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_ SILT FABRIC
~ STONE FILTER OF 1" GRAVEL PLACED WIRE MESH ? ' ~
AGAINST FENCE WHERE REQUIRED ~ MAN'
8 0 MAX. B 0 MAX. ~ ' STEEP CUT OR ~i ~f~,r~, ~y~f~1r. e ®ra- ee r ~l
FILL SLOPE Planten~ Dates Grass Type _ P®undslAcre -
~ ~/"~~l
I ~ i~ri !ref 2~1 SLOPE MAX a ~~ti/i~ ~ C7 / ~r~ Dec.1 -Apr, 15 Rye (Grain) _ 120 _ Kobe Lespedeza ~ 50
, ~ ~
`4 CRASS SECTION ~`~~`~i Apr. 15 - Aaag.15 German Millet... 40 w ~
_ 9" Q° , II II II ~ ~i Au..15-Dec.1 ~ R e Grain 120.. _ ~
APPROVED SILT 14 GAUGE WIRE w ANCHOR Pp I V ~ I I I I ~~I I I I S TI E GRADE 1,O/ MAX _ ~ ~ ~ ~
I I FILTERING FABRIC BACKING (6 x 6 o DITCH UPSTREAM SLOPE ~ _ I MAX, OPENING) I I ~ ~ I I , , Lime , 3 Ofl0 ~ ~ _ 2 ~
II II W II I I I I--1.33 L81FT STEEL I( W I I /~~/Ffffl,~~f '~~/t/f~f~f~~1/~~/~~jljfl1/iff/Ff . ~~ertilizer 010-1 _ 800 ~ z Q W _ _ m.
U U POSTS L1 U SIDE SLOPES a ~ ~ ~ ~ Mulch Straw ~ _._.4,000 ~
2~1 MAX ~ FRONT SECTION , LI_ ~ I
NOTES \ \ I ~ ~ 6" MIN. - ~ ~i~. - ~ ° r
A. POSTS SET AT DEPTHS OF 4 FOR EARTH BACKFILL. ANCHOR DITCH IS 9x9 AND FILL IS TO BE COMPACTED. ~ \ \
B. PROVIDE ADEQUATE EXCAUATION AHEAD OF SILT FENCE TO ACT AS A VELOCITY BREAK AND SILT TRAP. ~ ~ ~ ~ \ ~ ~ 2~a_~~~ ' C.CDNTRACTOR MAY USE ALTERNATE MATERIAL OR METHOD UPON APPROVAL FROM ENGINEER ~la~;?tlrT~ Dates_ Grass Type Pounds/Acre_
' 21°-3" COARSE 5e~~. I -Oct. 31 Tall Fescue 200
~N ~ INSPECT SL ~~~iRE I T FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, STEEP CUT OR AGGREGATE _ ~ Rye ~~grain) _ ~ 25-~. _ i
MHitE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC of THE SILT FENCE COLLAPSE, TEAR, FILL SLOPE DECOMPOSE OR BECAME INEFFECTIVE, REPLACE IT IMMEDIATELY AT NO ADDITIpNAL COST TO THE pWNER. ~ VIE MAINTANANCE FOR CONSTRUCTION ENTRANCE' MAJNTAIN THE GI #INTAIN THE GRAVEL PAR IN A CONDITION TO PREVENT MUD _
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PRpVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN OR SEDIMENT LEAVING THE CONSTRUCTION SITE, THIS MAY REG THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH Lime 4,000 _
AND TO REDUCE PRESSURE pN THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT, MAINTENANCE FOR TEMPORARY DIV R ION DITCH INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND AFTER EVERY RAINFALL, IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR DIVERSION NECESSARY. IMMEDIATELY REMOVE ALL. OBJECTIONABLE MATERIA UCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS Fertilizer ,,.IO-10-10" 1.000
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. RIDGE, CAREFULLY CHECK OUTLETS PdJD MAKE TIMELY REPAIRS AS NEEDED, WHEN THE AREA PR07ECTED PUBLIC ROADWAYS. IS PERMANENTLY STABiLIZED,REMOVE THE RIDGE AND CHANNEL TO BLEND WITH THE PROPOSED GRADE AND JABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO Mulci~ Straw 4,000 _
PROPRIATELY STABILIZE IT, 4~
~ , SILT FE CE ~ CONSTRUCTION ENT NCE = 4 SEEDING SC~IEDULE
2 4, TEMPORARY DIVERSION DITCH 13 'NOT TO SCALE 13 NOT TO SCALE ® ~ n,
13 ~ NOT TO SCALE. 13 NOT TO SCALE ~.L
NOTE DC NOT PLACE CHECK DAMS IN L ~,,~T~ F , ~~,rrE ii€Trui, 1 ~K DAMS IN LIVE STREAMS.
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- NCDOT CLASS "A" STONE 1-III' Fapal ~ ' ~ . i.~l~- hand~mpaet~ ~
t2 TO 6 INCHES) .t11 Ali (fsiand) Stabilize : Q ~ _1,~' Tap at ~ 4 mn ~i
TIE ~~T~~h( '~'`7 ~ry ~ ouflet ~ ~ I - ~tiverslan X n__I I~ ~1 k~ A 05'rtwn I~
MAINTENANCE FOR TEMPORARY ~FDIME T TRAP~~ INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST ONC W o E A EE AND , K - NSP C ' I E T BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH ~ ,Q ~i l l 11- ~ Natural ~ 15 mn ; ~ ~ ~ groarr~~ 7'mn F 91 ~ ~
ER .EACH SIGNIFICANT t1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT, AND RESTORE RAINFALL SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR., DECOMPOSE, OR BECOME THE TRAa TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE INEFFECTIVE, REPLACE IT PROMPTLY, REMOVE SEDIMENT DEPOSITS .WHEN IT REACHES °3 ~ ~ ~ ~ ~ ~ Ur.~-}IIlI~1111~- :ui~ iilll -iil~l~ ~ _q ~~ii),,l~r ~~i ~ - r 4' min ~ 0lvers~on i~ fr -9 ~
TRIG. PLACE THE SEDIMENT THAT IS REMOVED ON THE DESIGNATED DISPOSAL AREA, ANp REPLACE THE PART OF THE GRAVEL HALF FULL fib PROVIDE ADE DATE STORAG c o " ~ " Q E VOLUME FOR THE NEXT RWN AND TO REDUCE ~ level section I channel ~ , :•vi _ _ _ _
FACING THAT IS IMPAIRED BY SEDIMENT. CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY PRESSURE ON BAFFLES, TAIfE CARE TO AVOID DAMAGING THE BAFFLES DURING L C EANOUT. CHECK THE DEPTH 4F THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT 4F THE EMBANKMENT, SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH, AFTER THE O I- ~ ~ _ _ W
IMMEDIATELY FELL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE, ANY RIPRAP DISPLACED CONTRIBUTING DR,NNAGE AREA HAS BEEN PROPERLY STABLIZED, REMOVE ALL BAFFLE
FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY. MATERIALS ,SID UNSTABLE SOIL AND GRADE ACCORDING TO PLANS. SECTION ON II ~
T PO ~ RY SEDIME_T T PS UVIT BAFFLES
` STONE CHECK DAM 13 NOT TO SCALE ;K DA ~ TEMPO R SLE D I J
` "3 `NOT TO SCALE 13 NOT TO SCALE ~ ~ ~
~u m
p _ ~ ~ i _ ~
~
lOQ Year A
F/aad Plain t ~i 1 PUMP SHOULD DISCHARGE m ~ ONTO STABLE VELOCITY ~
MN / h ~ SS DISSIPATER MADE OF RIP RAP
i ,
/ PrapErty / Corner APPROVED DEWATERING DEVICE tSILT BAG)
i D Pra er t p Y ~ ~ Corner PROVIDE POSITIVE DRAINAGE FROM SILT BAG
, ~ s n 4 , , TO STREAM STREAM DIVERSION i ~ m
~ ~ c~ ~ ~ PUMPS
I ~ RIP-RAP ENERGY ~ v` , COTES l ~ ~ 4 ~ DISCHARGE HOSES
t~ a © C7 ~ s DISSIPATER ; Q , ~ 4 Q ~ tSEE DETAIL 9 ~ / ' ~ 1. CONSTRUCT ENERGY DISSIPATER IN STF INTAKE HOSE ~
/ ~ n THIS SHEET) OF LOW STREAM FLOW AND DO NOT S( 'ATER IN STREAM CHANNEL DURING PERIOD R DO NOT SCHEDULE CONSTRUCTION IF A ~
~ ~ ~ 'i ti ~ ~ ~ RAINFALL PRECIPITATION EVENT IS FORT VENT IS FORECAST DURING THE WEEK OF DEWATERING PUMP ~
G J ~ ~ ~ QP o„ SCHEDULED WORK. ~ ~
~ ~ @ F , Q~ 2. INSTALL DEWATERING DEVICE PRIOR TO ~E PRIOR TO CONSTRUCTION AND MAINTAIN v ~®®~ee+eeas®®e®~ i
P ~ / ~ UNTIE DISSIPATER IS INSTAEEED. INS) tLLED. INSTALL TEMPORARY PUMP AROUND ~ ~~~~a
~ ~ STORM DRAINAGE DURING CONSTRUCTION. SEE DETAIL ' j5 ~ , i @ SEE DETAIL 10 THIS SHEET, ~ ~ ~ r~ ~l -,~~@'~!,~,~
~ ' ~ ~ UTILITY EASEMENT R V _ ~ ~ f 3 PRO IDS RIP RAP ENERGY DISSIPATER DISSIPATER FOR A LENGTH OF 10 FEET IN FLOW FLOW ~ ±®4
ra ~ THE LONGITUDINAL DIRECTION OF THE ON OF THE CHANNEL, CENTERED ON THE - ~ 4
~c~, % OUTFACE PIPE. INTAKE HOSE - ® 4
t'' 1' . ~ 4. TRANSITION SLOPES TO EX. CHANNEL C CLEAN WATER DIKE--?- ; ~ b' , ~ ~m~N~ ~ CHANNEL CROSS-SECTION WITHIN 15 FEET mmmmmom ~~®®6
~ UPSTREAM AND DOWNSTREAM OF THE I SEDIMENT DIKE-?- ~R1C .AM OF THE LIMITS DESCRIBED ABOVE. IN ~~'~~BQ,~®®®a~®~~~~~°`
~ TRANSI110N AREA PROVIDE RIP-RAP OP c~ RIP-RAP ON THE CHANNEL BANKS ONLY,
/ -
~ Gt, Property -
. ~ Corner NON WOVEN FILTER SUMP-HOLE OR POOL
a ~ FABRIC KEYED INTO ~ ~ o TOP OF SEOPE TOP OF RIP-RAP INSTALLED (12'° TO 18'° DEEPS 'I FLUSH W/ EX. CHANNEL BOTTOM 2' DIA.)
" ~ ~ ~ (TYP,) fix. Channel wolf rt (INSTALL RIP-RAP 27" DEEP) WORK AREA
~ ° ' (Sfo e Vanes) „e, ~ p ~ ~ ~ ~ ~ Sgt . ~r,;: Ex.6rade LENGTH NOT TO EXCEED
~ THAT WHICH CAN BE
Cp r a~ COMPLETE IN ONE DAY
f ~ o , 5 / ~ e ~ ' i'~ ' ~ o~ ~5 ~ , t~P~''-'-~ ` NON-WOVEN FILTER
~ ~ a. /r ~ I ~ G' 18 RCP STORM SE~rER OUTFACE Q o FABRIC KEYED INTO O
~e, ~ ~ ; ~ U ~(r1 ? / J1 :tea SLOPE {TYP,)
~ ~ 1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM DESIGNED BY:
_ A ~ / Ou . RIP-RAP PIPE OUTLET PRO TLET INV ~ 39,37 TECTION ENDS OF THE WORK AREA AND STREAM FLOW SHALL BE PUMPED AROUND JAC.
~ AND EMBANKMENT STABILIZATION ~ Property ~ (SEE DETAIL 9 THIS SHEET) 18 CLASS B THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY 'DRAWN EY: tNCDOT CLASSIFICATION) DISSIPATER CONSTRUCTED OF RIP RAP OR SANDBAGS. i JAC 1 JTH
Corner Property line 1$" CLASS 'B' " ~ SSMH RIP-RAP ON SLOPE
i (NCDOT CLASSIFICATION) /I RIP RAP ON SLOPE 0~_0~~+ 2~ 2. WATER FROM THE WORK AREA. SHALL BE PUMPED TO A SEDIMENT FILTER- CHECKED BY:
"Property - ING MEASURE SUCH AS A DEWATERING .BASIN,.. SEDIMENT BAG, OR OTNER FDR
Corner ' ~I APPROVED-DEVICE. THE MEASURE SHALL BE LOOATED SUCH THAT THE
~ ~ NOTE TOTAL OF 27 CUBIC YARDS (MINIMUM) WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM PAO~ECT N©,. ~S (MINIMUM) OF CLASS 'B' RIP-RAP REQUIRED. SANDBAG DIKE WITHOUT ..CAUSING FURTHER EROSION BETWEEN THE SILT i 3134-8
. ,o BAG. ANC STREAM. ~ DATE:
I OUTSET STRUCTURE ~ ~ , , :RAT STAR DR~,~E OUTLET 3, AT THE END OF EACH WORK DAY, THE DISTURBED CHANNEL SHALL BE JULY 2011
10o Year s RCY DISSIPATER AT STC ~ ~ - Fload Plain 13 NOT O MATTED. scALE:
' T SCALE i
I r~ 4, CONTRACTOR SHALL BACKFILL TRENCH AT THE END OF EACH DAY AND ' AS NOTED'...
` ii a ~ i ~i RESTORE AREA TO ORIGINAL CONDITION.
' ,
0 Wooded I tIvIIJUKAX a iVt ,%)1U'IN PUMP Ut I iL SHEET 13 OF 15
i 13 NOT TO SCALE
A -
H - CANNEL PROTECTION PLAN VIEW
13 NOT TO SCALE f,
l

I
~ ~ ~ I~I~.~I
i. i
f G~ i
. 4" CONCRETE PAVEMENT ~ d 2" ASPHALT SURFACE COURSE S9,SA i~~a M ..'"6' ' rv~/ ~
FINISHER GRADE ~ ~ ~ ' ~ r ~ ~ _
iV ~~r I BI f~ ! FT (UNLESS i ' ~ C.? 1 ~ ~ 1 <C
6" COMPACTED AEC ~ ' ~ ;q a OTHERWISE SHOWN} y\ ~ ~ J
~m- _ ~ ~ ~~.,w. ~ ~ ~ ~ i~ -
~ NOTE STONE TO BE d ~ PROOF ROLLED PRIOR
TO PLACEMENT OF
ASPHALT ~ r'~'~ ~ ' Q ~
VARIES ~ ,~<~~ytv" 95% COMPACTED SUBGRADE SPREAD 3" SHREDDED
CONCRETE WALK SECTION ~ ~ i LIGHT DUTY (PARKING STALLS, TYP.) HARDWOOD MUIGH. KEEP
PLACE TOP OF ROOT AWAY FROM SHRUB BASE BALL LEVEL Wf SUR-
JOINT SEALER CONFORMING TO PLACE TOP OF R00T SPREAO 3" SHREDDED ROUNDING SOIL
~2 D1$50 OR GALL LEVEL Wf SUR- ASTM ROUNDING SOIL „ ~z FED. SPEC. SS-S-1401 HARDWOOD MUIGH. KEEP 3" EARTHEN AWAY FROM TREE TRUNK SAUCER
d
r, ' ~ i ASPHALT SURFACE COURSE S9.56
- - I/a" R ~ I ~ ~ ~ ~ ~ ~ ~ ~ I G ADE FN R FIN GRADE ~ ~ ` r"
, ~ ~.~~~f -
i 6" COMPAC D C I TE AB
PREMOULDED EXPANSION
r JOINT FILLER CONFORMING - PREPARED PLANING SOIL ~4" EARTHEN
TO ASTM D1751 OR D17S2 TO DEPTH of TO xr" / ~ BELOW ROOTBALI SAUCER TO AlD _
CONTRACTION JOINT EXPANSION JOINT ENT~pNER REr- A ~
95% COMPACTED
SUBGRADE .REMOVE GONTPINER
REPAGVE ALL BURLAP ANDfOR BURLAP FE~GM ROOTBALL IF PREPARED PLANTING SOIL FROM ROOTgpJ-L
HEAVY DUTY (DRIVES AND ROADWAYS, TYP.~ UNDISTURBED SUBGRADE PLANT PIT 2 TV 'CANT PIT 2 TIMES SYNTHETIC. ROLL TO DEPTH OF TO 6" PLANT PIT 2 TIMES - DAWN OR GUT AWAY BELOW ROOTBAIL DIAMETER OF ROO7BALL
TO HOLD ROOTBALI DIAMETER Df RDCI IAMETER OF RGOTBALL IF NATURAL FABRIC UNDISTURBED SUBGRADE TO HOLD ROOTBALI
1
NOT TO SCALE 14 NoT TO scALE 14 ~ T ~ T
14 NOT TO SCALE )SCALE 14 NOT TO SCALE.
mss....,.
W - SIDEWALK ta' STD.j -
, ~ ~o 3 R 8 A B CI
r~ ~ ~~D UTILITY STRIP O.Oi (MIN.) - PROP GUAR ~ DETECTABLE .0.02 MIN. 0.04 MAX.) A" TURNDOWN
BOLLARDSI 6" STEEL PIPE ENCASED ° ~ti°5 ~ 1sro. e'-s cuAS r;;a I~,b oaMES ~ o.oa ~Max.~ -o.p~ NORM.) - 121 121 & GUTTER SROWN) 0.04 (NORM.) SIDE~tALK ~ - - ~ MAX, ~ MAX. . r.
IN i2" DIA. OF 3000 PSI CONCRETE. ~ ~ ~ BOLLARD ABOVE GROUND WITH A BURY ~ ~qc tTYP, 4) 'k pF ~ ~ WqC StD~h - 9" , -,-,"_""..--'2 7_MAX. RAMP _y~ ~ ~
DEPTH OF 3'. ~ r
J , 6' HIGH CHAIN LINK i „ ~ 3, ~t~oRQa * i_ X FLUSH 4V/ ASPHALT ~
6 STEEL PkPE FILLED ITN ~ ! ~ ;~~'.4-. \ 7 -B' FENCE Wf VINYL SLATS ~ zM - - CONCRETE ROUNDED OFF AT TOP r~, ~ ~~"4~ SECTION_ B-B U ~ ` _ _ ELEVATION i
(PAINT TO AVOID CORROSION ? ~o z J
b ° ~ COLOR TO BE SAFETY YELLOW) 1 ~ ~y~ ~ ~ , SIDEWALK @' p" 3' 4„ 8,-O„ _u TOP OF r„~ ~
~ r~ ~ ~ DUMPSTER DUMPSTER tBY OWNER) (BY OWNER) EI.EVATSON' ~ CURB MIN,-r CURB ~ CURg TRANSITION CURB ( TRANSITION ~ (7 ~
' i:-~ I-' z w ~-"'-•^-.m„~ --GUTTER >
~ 12" CONC. SLAB OR r 'f VARIABLE SLOPES NOT ~ / l % f TO EXOEEO i2:7 ~6:33~5) ~ _
, FINISHED GRADE fr' SECTION A-A DOWN DOWN ~
N I r ~ FINISHED GRADE ~ i --.de- tp < ~
~ j 0 a. ' ISOMETRIC VIEW o ~ ~ ~
r ~ _ ~ - _ p ~ ~ ~ 6" STEEL ~ ~ ~ ~ v ~ ~ ~ , ~ SIDEWALK EXPANSION JOINT ~
CONC. FILLED ~ a (SEE STD. 84B,01)'~ NOTE: A PORTION OF ONE OR @OTH RAMPS X LAND~NV ~ )'I'
tTYP.2> f j ~ 1 _ ~ NDTES: MAY EXTEND OUTSIDE THE RETURN. LLJ (NOT TO EXCEED ~1 I a ~
i iD DBL, GATE ~ i. DETECTADLE WARNING WMES SHALL CDVER 2`-0" LENGTH AND FULL WIDTN OF THE r W! WHEEL ~ ~j ~ RAMP ELOOA AS SHDWN aN THE DETAILS. ILL WIDTN OF THE ~ _ _ SLOPE IN ANY DIRECTION?
r/ SUPPORTS ~ P') 14" DIA. Iv1IN. ~ ORTDARK~DN-L~GHTASEOUENCEICOVEATNGHTHEJENTTAE AAfdpACE, EITHEfl LIGHT-DN-DARI 2ITHEfl LIGHT-ON-DARK, v!, y" - FxFH?iS70"i,JOINT ~ a~ ~SL._ ~~Q. 548.p1) PLAN MEIN ~ ~ ~
- - CONCRETE ~ ~a SEE NOTE 1 n ~ ,G <F ~ ~ s a^ < s
PLAN RAMP WIDTH AREA IS YARIABIF 1~,~F+'~~~, ~ EXPANSION JOINT ~ ~ (l~
6x6 - W2.9 K W2.9 WWF - cc> o T w ! ~s ~;rl'PT ~ {SEE STD. 84@,01 )j ~ W A W+A+9" X B t ~ LIJ
i ~iJ? 5' 6' p:A` B.8' 5,8` 5.0`* ~ i l ~ \ SIDEWALK
. ~ y - ~ BASE DIAMETER- g' ~ 0.45"R To 0.70"R 7" 8' OA" B.8` 8,8' 8.0'"" , ~ ~ EPRESSED CURE TYPE P 7 O.0 7.8 7.3 8.5 k* ~ q
t0 NOTE CONCRETE TO BE ~ I'; " ` ` e' m w TaP oIAMET€R oP No I€ss , L€55 8' D.0' 8.8' 7.3` 8.5' ~ ~ 1AOkE 5' 2A` 7.8` 7,8' 5.0 THIS PORTION OF RAMP
4,5D0 PSI AIR-ENTRAINED ~ ~'I ' iHAN SO% TO NO MARE S~ 12 ar iHAN es% of rnE ansE 5' 2" CLR. tT"(P,) WITH 4" OF ABC STONE r OIAMffER ASE 6' 2.5' 8.3' 8.1' 4.8' MUST FALL WITHIN M' CROSSWALK LIMITS. -l L~
BASE s' ~6 REBAR 5` 5' 3.0' 8.8' 8.3` 4.4' {SEE NOTE 13) , ~ ! I C[] 5' 3.5' 9.3' 8.4' 4.1' ~ ~ ~ ~ G~
i ~ I s' r-a" 5 S' 9.0" 9.8` 8.8' 3.8' 5` 4.5' 10.3' 8.T 3.4' ~
- 5` 5.0' i0.8' B.B' 3.1'
PAD SECTION av ro o.c~ I.~° to A = A- (Ai ~5EE NOTE_i
1.4" ~ i N)N ~•d" 9 = DISTI @ = X-(A+0°) SEE NOTES CJ) ~I`.~. B =DISTANCE FROM FRONT EDGE OF SIDEWALK 2, 12 $ 17
' 2 ~ * BACK DF TO BACK POINT pF 12t1 {8,33 a) SLOPE. I * BACK OF SIDEWALK DROP REQUIRED FOR ALL
f._ ` ~ ;1' PGfcASr anss 'e^ SIDEWAL ff88~~ ppp ~~~g SIDEWALK SLOPES. PLAN VIEtlV A J ~ I~ @ACK OF SIDEWALK DROP REQUIRED FOfl _ y /1
N0 O SC ~ ~CUNCNf fF BADK DF NOT TO SCALE 14 T T ALE GIDEWAL 14 DETECTAtaLE WARNING DOMES SIDEWALK SLOPES 0.04. DUAL RAMPS ~W®80A0i®& ANY AAAII 1 ~aed~ ~~PPD~~t
40" MIN. FLOOR WIDTH ~ ~U~` { ) 14 NOT TO SCALE o~0 0.~ a,,a;w„~ mad ; m me ~
QCs, FESS~ ~oQ~~ ~~y~~
v ~ ~ ~ ~ EAL a ~ ' { ~
I~ THIS SIGN USED ONLY AT 1 ~.a~f}®aw ~ 1 a4b$ ~ 0b ~~W~ ~L V
~ VAN ' ~ LOCATIONS INDICATED AS CATCH BASIN f a °®°~®m®~~~oM°~°~
ACCESSIBLE; "VAN ACCESSIBLE" ON PLAN. I ~ SIGNAGE AS REQUIRED , _ - 0„ 1,_0.. 0 `1°2°I~
' FIN. GRADE BACK OF CURB
RESERVED ; ~
PARKING R7-$ AND R7-8D SIGNS ARE -
- ~ USED AT ALL ACCESSIBLE „ „ s'-0" tTYP.I , ASPHALT _ Go
PARKING SPACES AS U SHAPED GALV. o STEEL POST S H INDICATED ON PLAN. A P AlT
~ - ~ 1"' CROWN AT TOP ~ I PAVEMENT ~
I ~ i -
I I - _ I _ I,; I ~ II ~
~ _ R7-$ 4" DIA. x 0,1$8" GALVANIZED ~ r II ~ - I CUSTOM CURB GUTTER GUTTER
STEEL PIPE FILLED W/ CONC. ~ _ ~ DESIGNED BY: - _ . -
- PAANT 4" PIPE BLUE WITH MAXIMUM TWO COATS OF EXTERIOR
_ }oo°°~Ofl ~ c~ Qa Q , ~ ENAMEL, I - ~ o c o ~c_ ! PENALTY I 84" ABOVE FINISH GRADE ` ~ ~'Q" ~t", 5' TAPER 5' TAPER JAC! PHC
~ ~ jj „ W W ~ HE D S I N PE E T I ALK $250 ~ .RAN ~ 6 1 0 DRAWN BY: 0" JAClJTH'
PASSES BY OR UNDER SIGN; ~
1" CROWN AT ToP ' FIN, GRADE EDGE OF PAVEMENT ~ ~ cHECKEO BY;
60" ABOVE F NISH G ADE ' I ;4 R - "7 FDRJPHC, I~
WHEN PEDESTRIAN WALK ~ ~ DOES NAT PASS BY CR I~ ~umr~ ~~~~iT„~ ~ - , ASPHALT ' PR©JECT NO.: L'
UNDER SIGN, o CURB GUTTER TRANSITICJN AT CATCH BASINS 3134.8
= _ ' 'DATE:
RESERVED C° JULY 2011 ,
PARKING SCALE: j'i
WHEN MORE THAN TWO SPACES ~ „ AS NOTED,',
ARE BANKED TOGETHER, USE Y CUSTOM 1$ SPILL CURB ~ GUTZ ARROW AND ONE SIGN AT EACH _ IRB & GUTTER
000 PSI END SPACE. 1 A° ~ y-`'°,~~ CONCRETE FOOTING
NOTE SEE STORM DRAINAGE PLAN i I FOR LOCATIONS QF SPILL Cl 1NAGE PLAN ~ _ _.__s.~.
OF SPILL CURB
SHEET 14 OF 15
ACCESSIBLE PARKING SIGNAGE 5
TURNDOWN SIDEWALK io CURB & GUTTER e
14 NOT TO SCALE 14 NOT TO SCALE
14 NOT TO SCALE ` (SIGNAGE SHALL BE IN ACCORDANCE WITH THE LATEST
VERSION OF NORTH CAROLINA ACCESSIBILITY CODE 4.1.2)
771 777 -7,

_ __,..-,--.rte.--..~--_-. _ 'i "9 - - -
I NOTE, a
2'-0"Sq GONC I, BACKFLOW PREVENTION DEVICE SHALL BE AR ~ COLL
RPZ, OR DCVA AS REQUIRED AND i' NOTES:
APPROVED BY ASSE, AWWA OR USC 1. DIMENSION "D" SHALL BE LARGE
SHUT OFF VALVE NUMBER 1 & 2 PROPERTY LINE \ ~ f ,r 1/4 TURN FULL PORT BRONZE ENOUGH TO MAKE ANGLE "A" D
B, MAINTAIN 30 MINIMUM FROM WALL p BALL VALVE ON SIDE FOR TESTING AND 12 MINIMUM EQUAL TO OR GREATER THAN 45`. ~ ~ ~
FOR THE OTHER SIDE. ~ 2. CONCRETE SHALL NOT INTERFERE ~ ~ ~
f' ~ i f` \ r'f ~~f WITH VALVE FITTINGS. w
CAST IRON METER ADJUSTABLE I. FINISHED SUBGRADE
12" 80X AND LID CAST IRON MINIMUM TYPE "L~ COPPER ~ FINISHEp GRADE ~
VALVE BOX W/ SWEAT FITTINGS REMOVABLE
FLOW FROM METER QR ~ ? ~ CONC BLOCKING SIZE ~ cc fray SLOPE SIDES AS Q ~
SCHEDULE 8Q f/f ~ / / , COVER LABELED ~ f~ f u ,r ~ ~ ~ ~ti V P ~ ~ WATER (TYP) plpE ~ ~ ° NECESSARY FOR ~
TYPE ~ " C PPER P C IPE ~ ~ c~ L O 12 MINIMUM f~ f~ % / ~ ~i ~ ~IZE W ~ m o r CONSTRUC110N
SWEAT FITTINGS ~ ~ ~ ~ ~ METER QR c~°°~- rr' ~1} ~ m ~ o f~~
SCHEDULE 80 r~ , ~ ~ ~ z
V V AL E I'. V P C IP P E ~ ~_~,7 W ~ o ~ ~f~ UNDISTURBED SOLI
TEST COCK ~ II I 1 ,
I ' SERVICE TUBING, ~ ~ ~ vvv TOP OF PIPE
PLAN VIEW LENGTH AS READ. IW ~ ~ 4~~ d~ ~ ~ 6" MIN,
, ~ z ~ ~ Q~ 4~ . ,
12 2 -3 - m pia ~ ~~T
I LOCKWING METER SETTER ~ ~ ~ ~7~~, PIPE GRADE
W/BUILT-IN BACKFLOW z ~ ~ ~ d~7
SHUT OFF VALVE PROPERTY PREVENTER NUMBER 1 MAIN A A ~ m ~p~ ~~Q D ~ 6" MIN.
LINE a , , 1/4 TURN FULL PORT 1
BRONZE BALL VALVE BRICK SUPPORTS ` STONE TO BE THOROUGHLY ~ _
TEST COCK SERVICE SADDLE EACH END OF BOX ~ fj ~ 1~ COMPACTED UNDER AND AROUND PIPE O.D. OF
~ CORPORATON S CONC VALVE SHUT OFF VALVE I TOP SUPPORT PROTECTIVE COVERING 12 12" ~ 6° PIPE 6" MINIMUM SIDE
HQT BOXWITH R-FACTOR MINIMUM NUMBER 2, (SEE NOTE 2} CLEARANCE
RATING OF 20 DEGREES MINIMUM. lt4 TURN FULL PORT
FAHRENHEI S F -fi C VER BRONZE BALL VALVE T A E 0 MODEL 235D OR EQUIVALENT -
HOTBOX TO BE ATTACHED 22" MINIMUM
TO SUPPORT PAD 3D" MAXIMUM „ ~ NOT TO SCALE WATER ~ SEWER TRE~ICN DETA ~
SUPPORT PAD 48 X 30 4g THICK CONCRETE _ NOT TO SCALE
WITH 6 X 6 WWF
NOT TO SC JQT TO SCALE
TYPE 'L' CQPPER DEVICE SWEAT FITTINGS SUPPORT L L
OR SCHEDULE 80 NOTES,
PVC PIPE TYPE "L° CQPPER ~ 1/2 L 1~2 L CLASS B 1 2 L 1/2 L CLASS B 1. MANHOLES EXCEEDING 12'-0" DEPTH MUST HAVE EXTENDED BASE SECTION
FLOW FROM SWEAT FITTINGS ~ z CONCRETE Q z CONCRETE 2. ALL UNITS SHALL @E CONSTRUCTED IN ACCORDANCE W17N AND REINFORCED
METER QR SCHEDULE 80 ~ ~ PVC PIPE ~ ~ / ' UNDISTURBED ~ ~ f \f UNDISTURBED EQUAL TO OR EXCEED AASHD SPEC.
~ ~ EARTH ~ ~ EARTH M199-731~ASTM C478) PRECAST C.I. MANHOLE FRAME & COVER REINFORCED CONCRETE MANHOLE DENrEY BROS. MH-RCR-tTB OR EQUAL `C
iv ~ ~ - / - sECnoNS.
SECTION 3. CONCRETE SHALL @E 4000 PSI MINIMUM. C7
~ A A 4. MANHOLE STEPS TO @E STEEL REINF. <C PLASTIC OR EQUAL. U
n ~ ~ HOT BOX APPLICATION 3/4 TO 2 W D GROUT AS REQUIRED FLOW CHANNEL BENCH-SLOPE ~ e`J(
D UP FROM CHANNEL 1~2" PER FT. ~ E:.. ti Z ~
A ~~/~~1~ ~
'/`~r~ / f~ / f~~ EXISTING PAVEMENT CUT WIDTI / z 1ENT CUT WIDTH i~~/~,~~' ~
Q ~ 4 ~ f ASPHALT PaviNG a j~f m MATCH EXISTING ASPHALT DEPTH GRADE RING AS ° ~ p~-
DR 4 MINIMUM I 2 IN G2) 2 LIFTS REQUIRED 4° THICK MAX. ~ ~ I.IJ
{2} PER MANHOLE. MANHOLE STEPS ~ ~ 16~ O.C, ! ~ --I
' TRENCH WIDTH PLAN -TEE
NOT TO SCALE BUTTRESS DIMENSIONS ~ ~1 ~ Q U} ~ ~ ' FLEXIBLE RUBBER SLEEVE ~ ~ I-a- C7
Q PLAN -PLUG ~ ~v-~y}f.~{j ~~-J> ~t ~ t/A MANHOLE STEPS LD. ~ ~ ~ ~ Wj SST STRAP (TYP) ' ® ~ ~
B, D. L H C D ~ NE < AGGREGATE COMPACTED STD ~ ACTED STONEAGGREGATE AT tb' OC ~ ~ ~
UNDISTURBED 2" 0'-1O" 0'-10" ~ BASE Q~ Q'\ BACKFILL ~r MATCH EXISTIN ~7~~~a BASE ~ - IMI EXISTIN ~ ~ COURSE ~ ~ ~ ~
EARTN CDURSE ~ Q 3" 1'-4" 1'-2" STONE DEPTH D IE DEPTH D ~ ~ ~ ~ PLAN I
U fv Q I " ~ ~ 8 MINIM M 4" 1-$ 1-6 ~ ~ ~ ~ ~ f o~ o INIMUM / w ~ p ~ FLOW CHANNEL BENCH _ B 01BW SS~BSTRAPEE~ ~ ~ t~ ~ i a
A f z z / ~"V 0 6" 2 - - o o ~ f 6 2 4 ~Q~1 0 ~ ~ / ~
~t w z w z ~h~~~ TRENCH IMDTN 12 „ ~ w w ~ ti
f/,~,/ / / / f' CLASS B 1o s'-1a" ~-s ,1``~,,~ .~~~~~~\f1~~,}~L\~i\~`~/ CONCRETE FILL ~
' ~ 4,~ CONCRETE ..:.FLOW ~ U COMPACTED SOIL CHANNEL
~ 12" 4'-8" 4'-6" , BACKFILL - 95'1, STANDARD PROCTOR _ m
18" _ G,-2„ D,_D" 6 MIN, ~ B. D. =BRANCH DIAMETER OR PIPE DIAMETER MINIMUM ~ Q
CLASS B ~ ~ ~ ~ x NOTES: COMPACTED CRUSHED SST CLAMP
CONCRETE / UNDISTURBED ~ ~ 1. DIMENSION C SHOULD BE LARGE ENOUGH TO MAKE ANGLE "A" N ~ T ~ 7} ~ J~ T ~ STONE, 8" DEPTH (TYP) , ~ ~ `
EARTH ~ ECUAL TO OR GREATER THAN 450 E 1 1~J I H l ~ v u' o
~ 2. DIMENSION "D" SHOULD BE AS R A I w f LA GE S POSSBLE ITHOUT NAT T~ SCF DT TO SCALE ~ SECTION GoMPAGTEO suecRAaE ~
r ~ f INTERFERING WITH THE JOINT FITTING. `~f f ~ 3. BUTTRESS DIMENSIONS ARE B SED UPON A SOIL R SI T NC .
w SECTION A ESA E .TRENCH IDTN 12 ~ OF 2000 PER Sq. FT. AND A WATER PRESSURE OF 150 P.S.I. Q
~ ~ P~ECA~T ~A~N~EE DE1~A E m®ea~~,r~ '.~,r_ryrI ~~V
CLASS B A CONCRETE ~ 50 ~ ' 0
NOT TO SCALE , t ~
T ,/i ND TD SCALE ~ , ry
~ i.> ~ i~LV .J
f fti , . ;a ~ RIW DR ~ UNDISTURBED ~ ~
~ EASEMENT f ~ EARTH °p^~mmma ° .
~~~d~~~ t ~ C g V ~ { l~ lJ irl l
24" SgUARE CONC. PAD FINISH GRADE
PLAN -BENDS ~ DEWEY EROS ~
CLEAN BUT TD BE SET MH-VA-4 BUTTRESS DIMENSIONS ~ IN BDX BELDk~ GRADE CASTING w "S" STONE BASE
f PIPE 90 BENDS 45 BENDS 22 1 2 BENDS 11 1 4 BENDS
SIZE L H L H L N L H
„ ff f 2" D'-1O" 0'-1D" 0'-9" 4'-9" 0'-6" 0'-6" 0 -6 0 -6 -f~/f, i
~.Q.~Q . 4 ~ V p 3~, 1'-4" 1'-2" 1'-0" 0'-10" 0'-8" O'-8" 0'-B" 0'-6" p 4 t . ~ q ~ ~ P I
c-! ~7 4 v n i n ~ n ~ n i n r n r n r n ~ V Y ~ fi V~~ ~7 I
4 1-s 1-s 1-~ 1-2 D-1a q-10 D-s a-a , r ~ 24 SQUARE CONC QUARE coNC. SAO
s" 2'-6" 2'-4" 1'-1D" 1'-a" 1'-4" 1'-2" 1'-D" o'-1D" DEWEY BRAS IS FINISH
av a~ MH-VA-4 8 3-2 ,3-0 2-4 2-2 1-8 1-6 1-4 1-2 ~ GRADE
CASTING W~ S ~,~5~, m~._
10° 3'-10" 3' 9" 2'-10" 2'-8" 2'-2° 2'-0" 1'-6" 1'-4" ~ 3(700 PSI ~ SEWER SERVICE DESIGNED BY. COK
CONC ENCASEMENT w CLEANDUT ~ 12" 4'-8" 4'-6" 3'-4" 3'-2" 2'-5' 2'-4" 1'-10 1-8 W ~ R
16" 6'-2" 6'-0" 4'-6" 4'-4" 3'-2" 3'-0" 2'-4" 2'-2" ~ DRAWN BY: E~TEa USE GRIP R1~1CS AT A~~
i COMBINATION WYE COK~~
AND 118 BEND NOTES: BEDS, ~A~.~ES, TEES, REDUCERS ICHECKEDBY:
1. DIMENSION "A" SHOULD BE AS LARGE AS POSSIBLE WITHOUT
INTERFERING WITH THE JOINT FITTING. A~JD E.N, ASSE~BL_ ES. FD~'~ PROJECT NO.:
Z. THE SHAPE OF THE BACK OF THE BUTTRESS MAY VARY AS LONG i - AS THE CONCRETE IS AGAINST FIRM, UNDISTURBED EARTN. 3134-8
300~ Psi 3. BLOCKS SHALL BE POSITIONED TO COUNTERACT THE DIRECTION SANITARY SEWER ,DATE:
OF THE RESULTANT THRUST FORCE CONC ENCASEMENT , CLEANOUT ~ JULY 2011
I ~ 4. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCE SCALE:
OF 2D00 LBS. PER SO. FT. AND A wATER PRESSURE OF 1 SD P.S.I.
i ~ ~ 5. CONCRETE SHALL BE CURED FOR AT LEAST FIVE GAYS SEWER ~~EA~~UT As NOTED
~ PRIOR TO PRESSURING wATER MAIN. DWV PVC SEWER SERVIC
NOT TO SCAL dOT TO SCALE - ~ -
NOTE ELBOW THRUST BLOCK DETAIL SHEET 15 OF 15
SEWER SERVICE TRENCH SHALL BE COMPACTED TO 95% STANDARD PROCTER,
NOT TD SCALE
FORCE MAIN CLEANOUT AND FLUSHING STATION
NOT TO SCALE
r.