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REFERENCES NOTES EXISTING FEATURES MAP
MB 35, PG I f 7 f .ALL AREAS 11A1/~ BEEN CALCULATED BY COORDINATE GEOMETRY. 5~~ 51TE DATA BLOCK OF FEATURES
MB 36, PG 23 I 2. TF115 MAP 15 OF A SURVEY OF AN IXISTING PARCftq'S) OF LAND. EXISTING U5E 5 : VA ANT C
MB 37, PG 104 3• ~LITY LINES DRAWN FROM JACK50NVILLE PUBLIC WORKS, 51TE PLANS SQUARE FOOTAGE Of: EXiSTlNG BUILDING 5 0 SF SITE ZONING: B- I I BU5 NE55 I
MB 38, PGS 84 ~ 84-A AND ACTUAL LOCATION. MB 46, PG 15 I ALL ELEVATIONS ARE RELATIVE TO NGVD I a29. TOTAL ACREAGE: 13.59 ACRES
MB 47, PG ! 3 I 5. Tt11S PROPERTY IS ZONED B-! (BUSINESS ONE) 6. FIELD WORK COMPLETED OPI 03/ 14/06. ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE: A 0 CRES NUMBER 01' LOTS, „w„~ ...w„~ I n ww~.~~
MB 47, PG 143 7. 71115 PRrJPER1Y IS NOT LOCATED iN A SPECIAL FLOOD HAZARpOUS ,v,x ^1 MINI ~ MUM LOT SIZE. N A h ,r
MB 5 I , PG 34 AREA AS DETERMINED BY TfiE 1=EDERAL EMERGENCY MANAGEMPNT 4...w., rw,,..,.....~ i" ~ti h'~ A E T ~ V RAGE LO SIZE. N/A
AGENCY. REF: FIRM 37204371300J, DATED NOVEMBER 3, 2005. VACANT R> r,'Y t lii n r w ` r i rt > t~ NUMBER OP UNITS: .•t r' 4~.~ ~•~w ~1! , r.. ~ has .wm• w,hw n,~ TYPE OF UNITS. ~ a~Y.. N!A , her I '
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SITE DATA BLOCK O~ F~ATUR~S
LEGEND NOT~S O PKS P.K. NAIL SEf ~ PPM FROPOSE t . BOTH ER0510N CONTROL (FRf?M TFiE Cllr AND STORM WATER (FROM O EIP EXISTING IRON PIPE SITE ZONING: B 1
PROPOSED F1RE HYDRANT TOTAL ACREAGE: 13.59 ACRES
TT1E STATE) PERMITS WILL BE REQUIRED FOR Th11S PROJECT. a cons coNC~re MoNUnn~n~r sEr P~ PROP09E • RB3 RfBAR SET N yy~ PROPOSE 2. ALL ROADWAYS MARKINGS AND SIGNS MUST BE IN ACCORDANCE WITH ~R ~ PROP09ED BLOW OPf HYDRANT APPROXIMATE LINEAR FEET OF NEtN STREETS: 0 LF
THE MANUAL ON UNIFORM TRAFFIC CONT~OL DEVICES, (MUTCD) AND IN R/W RIGHT-OF-WAY -w- PROP05E ACCORDANCE WITH CITY OF JACK50NVILlLE'S CODES AND OKDINANCFS. Mai MINIMUM BUILDING LINE -55- PROPOS2 EMH IXISTING 3. SURVEY TIED TO NC6S MARKER. o e ov~e~~.Ga,7o Q.E`ICTRICAL LINE O pMH FROP05E 4. ALL 51DEWALK,S TO BE FREE OF CRAC AND DAMAGE PRIOR TO w PROPOSED TREEilNE b STORM W ISSUANCE OF A FINAL CERTIFICATE OF O CUPANCY. TEMPORARY 5ILT PENGE TEMP. RO 5. NO PORTION OF TI1E PROPERTY IS IN UQED IN ANY ADOPTED CITY PLAN. p SILT BASIN PROPOSED WATER VALVE ACREAGE Ild ACTIVE RECR~ATIOIV SPACE OR OPEN SPACE: 0 AC PROP05ED 6" WATER LINE NUMBER OF LQTS EXISTING: I
~p w......._- .,,w..,,,,. ,mow PROPOS20 8' S2WER MAIN NUMBER OF LOTS PROP05EQ: I
IXISTING MAN MOLE MINIMUM LOT 5lZE: WA FROP05ED MAN t10LE AVERAGE LOT 51ZE: NJA
6. STORM WATER DIRECTION OF fl0'W MAP BOOK AND PAGE NUMBER: MB 5 I PG 34 ~ ~~,d TEMP. ROCK 51LT CHECK DAM TYPE B DEAD BOOK AND PAGE NUMBER: DB 919, PG 520
VACANT KENNiTN P. WhiICNARD, Jr. 6. PEDPSTRIAN CR05SWA!_KS AND SIGN NEED TO BF INSTALLED AT ALL VACANT 5ar eASire (~wx~)- TAX MAP AND PARCEL NUMBER: 345-9.32
/4" SLOPE PER FOOT / 3/4" CHAMFER D8 919, PG 520 (a CORNERS AND INTERSECTIONS. S. DOUGLAS PADGEfT, .J I". M~
7. FIRE LANE TO BE PAINTED ON GROUND, AND 5110WN ON 516NS P05TED DB 140! , PG 264 ON AND NEAR BUILDINGS.
8. THERE ARC NO ARPAS OF ENVIRONME TAL CONCERN OTI1~R TI1AN
d ~ a ~ d a . ~ 2.0" BIT CONC. SURFACE THOSE 5F10WN ON TI1E PLANS. E
4~4 ~1~ O a~O4 O 4O 4 COURSE TYPE I-2 'P~ 3 , r ~ ' ~
4 ~O ~n~ ~~i 4 ~ 'Q J
~ ~G~i~CT'V' ~ 04 ~ 4 ~ O~ G~4Ci~.~4 Q Ci 4 4 4
' PROPOSED WOODS UNE
4° 7111CK CONGRtTE WALK ~ 4 ~ 4$ 4" 4 4 OG~ 4 na,~~ REINFORCE WITH ~ l 4 O O 4 V 4~'~Y4 O ~ ~
6X6/ W i .4xW I.4 W.W.F. ~ 4~ ~l I
O~ ~3 6" ABC STONE BASE PRIVATE ACCESS ROAD V J i~ ~ V V ~
a SIP PROPOSED WOODS LINE ~ 4 N 5 ~ °o i'S5" E 1004.78 (37' B/B PRIVATE) Q Q Q SIP ~ ~ ~
6" 6" ~-`a . ~ ~ n O
~ ~ ~ N N
STOP I 31.0' ~a t'<. Y~~ ~ ~
THICKENED EDGE WALK DETAIL ANG~ ~°i! ~?Itfi ~:'.7t3 ~ H Z
TYPICAL PAVEMENT SECTfON ~ CURB WI ~ O NAT ~ ~ ALL CURB~SIDEWAlK W
as.a INTEI25ECTIONS {TYP) I Z ~
N'fS ~s.a ~ z i o.a I I € . N U
OC
FUTUtZE BUILDING PAD N ~ ~ F
N AREA TO BE GRADED PER ~ g ~ Q GRADING PLAN TO ENSURE Q z W ~ ' ~ 1 Owner:
3.0" BIT CONC. SURFACE a / COURSE TYPE I-2 O Q ~ so.a P051TIVP DRAINAGE t€ I i iF Kenneth P. Whichard, Jr.
14,000 SF f ~ f 125 Edge Brook Drive
Greenville, NC 27858
G~44 4 4 4 4 4 v ~ u w 2e.a 2 i o.a 28 I ~ ~ I ~ ~
4 4$~O4 ~O 4~~ ~ 28~. ` ~ si.a ~ ~ ~ ~ ~
~ a ~ as 4 a 30.0' - Developer:
~'4 $ ~ 4 4 C~. 4~a0 Midland Development
a 4 404 4~4 Q rn FUTURE BUILpING PAD ~ ~ ~ ARFA TO BE GRADED PER Q PROP05ED can 11 I ~ ~ ( ~ ~ Group, Inc.
4 ~ 4 a4 4~ ~ ~ ~ 4 wGRADING PLAN TO ENSURE ASPHALT PAVEMENT $ ~1 ~y ~ ~ [ 1021 Oak Street
8" A8C STONE BASE P051TIVE DRAINAGE ~ 9 5 9 5, ~ E 3 Jacksonville, FL 32204
59.8' f 2,00 SF ~ q STOP 2e.a 30.5' A ~ j F } OP 8• Qy 3 a .a SIP S 50°59'49" W 240.00' ;n ~ ~
s i .e~ TYPICAL HEAVY DUN 461.4 ~ b~'Z 1 .O' O I I .5' u ~ t
~ ~
PAVEMENT SECTION 9.5 Q TYP ~ ~ i
NTS a
=y'
Q 1 ~a ~
0. 9.5 ~ F£ a}' I
~ Q 0.3 CA/ 400
e 9.5 ~
O i~ I Q &MOO
n . r r r r r r r r ~ 1 / 1 1 1 1 1 1 1 ~ e` / '1._/r f.
~ N PROPOSED ~ 9.5 ' ASPHALT PAVEMENT , rrP. a ~ RESTAURANT ~;J I J V L 028913
VA ANT 37.9' • 17.7 30.0 2• o ~ BEST LOCATIONS, LLC M-,~~ ~ QU:GD
r. r-- R~ w z4.a 19.a D$ 2465, PG 386 ~ c~~ ~ ' i as ~ sL
I- D6 9 l 9 PG .~20 Z (V II. TRAGT I ~ (D ~ ~ C~~~
z II Z O 12 N 0 lD - O 5' WIDE CONCR~t'E 1 1 ~ } SIDEWALK Q ' Z Q ~O Q ~ W ~ ~ ham. Mill 11.C. HARK155 JR.
Q U 0 N ,t ~t , , _ cry I
W O ~ I I ,5 0 9.5 Q m ' ~a~
= u m w _ _ 2.5 - HANDICAP CR055WALK
~ U Q w d • N ~ 9.5' TYP. Q $
~ oC N ~Ig-IQ~ o , I I 0 ra ~ ~ S 0
cp 59,9 • ¦ ~ c~ • 11AN 1CAP IGN oN v LL! ~4t' ` ~
37.9' Z Q n:1~+.1 ~of>.:~23 V ti11. ;3:a.'ifi
' 58'X7q~' 30.0' ~ .3
GOADING ZONE o W 9.5 - Z ~ ~ R I
~ N PROP 05ED m ~ ~ ENGINEERING 4.
Q N ASPHALT PAVEMENT ~a ~P v 3 U Q Z SURVEYING, P.A.
0 I - co ~
52,0' 915 Q I I . m 21 G Main Street
30.0' ' N ~ ~;1' t15 z ?~v. Winterville, N.C. 28590
o I I ,5 za.a Q 3o.s .4 ."v" i.1 i 252.32 I .5607 (o)
I I b.6' - ~ dols R~ 9. ' ~s:~ PROP03ED PEATUReS MAP 91TE DATA 6LOCK O~ P~ATURG5 252.32 I .G208 (f)
R7-8 Q TYP d 45.0 R~ D(15TING USE (S): VACANT ,d.~ PROP05ED USE(S): COMMERCIAL. R~T'AIL [e-mail]
NOTE: N N ~ •A ~ N N ~ ~`r ~ SQUARE FOOTAGE OF PROPOSED BUILDING(S): 68,639 SF
SIGN TO MEET ALL 5TATE 0 Q ~ - ~ - ~ ~ 5(~UARE FOOTAGE OF EXISTING BUILDING (5): O SF ~ ~ 51TE ZONING: B- I
LOCAL. AND ADA REQUIREMENTS ~0 ( TOTAL ACREAGE: t 3.59 AC SITE DEVELOPMENT
rn v PROP05ED A ~ I, , ~ ACREAGE OF LAND TO BE DISTURBED AND EXPOSED: 13.59 AC PLANS FOR:
A5Ph1ALT PAVEMENT NO SCAM 8 , 0 y t~ ~'f::3 x ACREAGE IN ACTIVE RECREATION SPACE OR OPEN SPACE: O AC ~ :ia 1~~~::'":: RESTAURANT ~ ~ NUMBER OF LOTS: I
FUTURE f FUTURE BUILDING PAD ,e' Cf11CK-FIL-A, INC. ~ MINIMUM LOT 51ZE: WA KOHL'S
AREA TO E ~ GRADING P z REA TO BE GRADED PE R zADING PLAN TO ENSU ' RE ``Y DB 2297, PG 163 ~ AVERAGE LOT 51ZE: WA NUMBER OF UNITS: I (COMMERCIAu
a P051TI t~ V 30.0' POSITIVE DRAINAGE OWNERSHIP STATUS: TPNANT OWNED Department
_ 18, c~ ' N 18 245 SF ' -z c~ TYPE OF UNITS: TILT UP CONCRETE PANEL CONSTRUCTION / CMU CONSTRUCTIO ~ NUMBER OF STORIES: I TRUCTION Store Gateway
N i ~ ~ DENSITY: N!A
R~~ NUMBER OF PARKING SPACES REQUIRED (I SPACE PER 200 SF IF GFA): 68.639 SF / 2 Y NUMBER OF PARKING SPACES EXI571NG: O 39 SF/200=344 South Sho~pmcj
i NUMBER OF NEW PARKING SPACES PROPOSED: 370
145.0' w; ~ ~ ~ NUMBER OF COMPACT CAR PARKiN6 SPACES ALLOWED: 93 ,„1, Center
'a L ; NUM6ER OF COMPACT SPACES PROVIDED: 0 f? °'""""f TOTAL NUMBER OF PARKING SPACES PROVIDED: 370
er 4 , t h~ ; ~ ~y N ; HANDICAP ACCESS , ~.I` ;4s •r#'~ CURB WIPE DOWN A ~ ~ TI1E MAP BOOK AND PAGE NUMBER: M.B. 5 I , PG. 34
'~N.\ A W N1'~ ,f~ Hti a h , w „L., L Q T , i~ !':r3 •?:,,YV h./•t:.• ALL CURB SIDEW / ALK ii~i~`. tic} L..,~a, r; DEED BOOK AND PAGE NUMBER: D.B. 9 19. PG. 520 TAX MAP AND PARCEL NUMBER: 345-9.32 P.O.B. :°x. ~,3r;
r r 5V.~ ~,p N\\',..... .Nw..,,.N,NN,W j2,•firr ~~h 1 v • INTERSECTIONS t.... . NY~~Ia i 75•~ ? t'`}' +.•+1! \:t 1 , ;v''•'~ f a )rf, { ::~ri.i J` r:: n• , •7) ~ ~ h iJh ' r, t . 6:..) , ~'SW.~ ~ k'1 t; ..S i , f.•a / j1 • ~ :V r. \r ~ /~,A .~l ~':*t ~ CALCULATION OF REQUIRED LANDSCAPED AREA:
~ ~e;4~! • `fit); ;<n, r 1' .hN..w.. r~r' .,,,,MA,.,,M,,..,.., w,NAh.. n r .NNNNI wN,hNA. rx n rr\ ~ ~ M'• .IV • 'a•'a t •ItS Aaa\,W.aY aaNWMNNaN\NWNNa\N•M .\alaawnN,•.wMN~ ~,.~I•Y•••• r; r t 4aaw,..NN44aw w44.NN4N,.r waaw~Nww • %::s,i n, r ~1. • } '(v \`.d•\.• 1M f~•lf ,~t3i~ N4 nhw .44a, t`) + :y NNNVNNN\NWN.• NMNn\NY,\NnNw y . ,J ! •,SS WNMaMnMMhNNY ? j%'~ .MV.aNNNN•nN,N k;~I; >~i~~~. t ~~L': >rl ~titiR'~ :i~•Vr~Kmi:~''. ~~J~'• CALCULATION OF VEHICULAR SURFACE AREA EXISTING: O SF r~" "~G'~'~'~ ~ CALCULATION OF VEHICULAR SURFACE AREA PROPOSED: 286,667 SF SITE PLAN
,,,d' .rte /•r,~ 4aN4Naa4 NNNa4a4 j f\C:t NNawN NVANaN a .N ' ' v n ?1 r} V V" V \/•}:,f µN•.aaN ..,Nw..N ' y?f wow 44..w..w r /K~, t:' !St wN,aa4. N , as It' t ,a .wa,. •,a w•..4w •/i'•., ?{t V••/.~, as w r ~7 aaa\w ~ tY#'4/t\ S N4N YMawN j'.j~ ~ ,r NANaaaN Nau.NN. .4N4 9" ~ r.~ •WNN• NWNN N \NNN N\\NV M\~ . N1~4~ ~~y ` m~ ~mm~ CALCULATION OF VEHICULAR SURFACE AREA EXISTING 4 PROPOSED:286,667 SF SF
5 50 9 W 76~ 0 f ~'Ah'" 1 ; 3 hvwrN wwwM MYW V ,hhNN ,INh,N NNN, ,N,Nh' IUNhh. NMM, ,NMN .O~ N,hMh hN N4 \\M.W+.1Mx 'WhN .N,N,,, MhNhN,IVMNLVNVVINNIMN 7 ,i,Kir hN?NaNMhNnNNMMNNMN~W ,~M 6.`y4~~ v ? ]1 MANV A?MAN VYVNN MNr\W VNM,•. .\1'.1M` ANYN YNNM M1MY MWY 7 4. y N\Y MNW \N\,N .NN\\' j V N \\\VII/• M+N\' M\1W NNN1 M\~}, ~ N VN1Na AMYaV MNU.. 4VNN aww .aawN• waaa. .Na4aa w •unNa aNw, aaaa4.4.a .4.Mw ' N•e w.a4w Na4•A. .a4w4wvN•V W1IY1N NMMN W1111NV ~NNY aaN11N Ata\aV \N\a„ ,NNW ANA\V h•A\w NN\hV MN N\YraY N\N\\ N\\\w M\Ww VA 'C}~ NA NNNIy~\4„AN\N,aM~~N4aN~NaaN,,••y+V.aaNN1N44+1, NN •\NWP ~VH•N1 •1N\N A\NW 4N1aN .aNNy yNHia• NN\N IAYM• ~\aNN\ N\Y•/•a .Y/MY WNyN .\NNV .NNW HANN .hN'NM HNWr ~M 1 MNN• NN1N Y/•hNY ,N•M• vMNN MNW NNNa V,MN1 M\NY NY.aN .NY•W M1N IIMMIIr NVWW VN',fM \\YNN v~\Y? 5J W\NN M,MY ,IIIaWN NM/.N MN'N' YI1MN NNW' wNl•YM YMYN M,NW +aV.NN a A,M1\W NN,M yNYAy ANaW WMN AyaNV. MNN\ MY,N` NN1N N1NN• ANYYV VNWY. LAWNY 1NaaN 4. N4lN. MNV,. MA4N,. wwv 4N,w ,4,w1 MN,4aM w4N• 4 NN4 .V.AN• NNN, ~a,N.Y Y•MN • HNN4YNN\N' h• `,{J g-~~~~~'a S 50°59'49" W 240.00' DRILL PROP05ED IMPERVIOUS SURFACE AREA (F.~(CLUDING BUILDINGS): 286,667 5F ' ~ ~ HOLC IN PROP05ED IMPERVIOUS SURFACE AREA (INCLUDING BUILDINGS): 355307 SF
f ~ 7~~ PROP05ED 5 C f NNN\ •N\lW MNM'A 1\N\'N A\\N\' N\VK, .N1WY nNNY s1\KN •1 .N1NN ,~NW1 .WNW NNV•, .N1Y.Y AVAyµ ,yMy. 111y1MY NN,N wf..Y t,4NN .N•w. N4wa JMN4. N44hV „NN4 .N4w.• NMaN a•4a,N Now. 4•..aN• •.Nw.Y N4Nw. MN4N .N.NVN\NN"~` rE SIDEWAL 81.4 K ROPOSED 5 3 CONC REQUIRED LANDSCAPING:
. ~ I 7 .\..N~ t i•,1,•~ ~'jf~t$ :a, ~ II ~ CONCRETE 51DEWA jr PROPO LK SED 5 REQUIRED INTERIOR LANDSCAPING: f 7,200 SF ~>~b ~ V~ PROVIDED INTERIOR LANDSCAPING: ! 7,802 SF
t;~i CONCRETE SIDEWA + ::Y.~F:~, _ ;~'~f:, ~•afi LK NN!,, f B L r { = € PROVIDED F~CTERIOR LANDSCAPING:
AA,NhNAh. , urex~ ..~a.aeM .A~wer ,~,..aer• Aeee~aM .,awa•• „aaw~• ,axe Aaaa?M Nua+ae^ wMW" Ae 5 y~.N;.~~ nwwhNV ,\'Wtlltl„"•\?NWhu•,+h?'h,.^MCENw'~4AAMu~'WIYIu"~ltt~v~'K.,.~tKN.N""\t~VE,..~titiVl(~,. ^~N44.LwNt7M?.u~'AN\„~, ~.7 ~ r f~'•'•~~ ,NVM, hNMV ,MVN, NNNV . NNM WMAh M"NI11 NhhMA ~Nh,W lIAY.4 „NhM W.VAY .,,,h,V Wl1Wl MANY NN aN NU0.UM aAA1V"' AA'~S`• hAYeOXn'.h+AKW N'l'a1kN• NU1V.a4 ApaV?4• NVpyQ+, ,nNM•4•+.aq}ppSN aww aww .auAw ,4w.N Na4a4a .N44N. •A,w. !LwNt>~,u•"•AN\u a i0.\'fi!w"4Y,1rN, a •v '~N~WnNM'M.N4a'M\tN•4"sNY4..'AS.i!MNN•Q,OM....4•MVN.aF•NVN..'4 , aw.•.ww .hNNN,.NaNa. 4aNaNaY.VMw AMMV haVMNNNau.u WAMWN,Maw .\N\NNahVAaaa \YAW.N\Nh•M• .N\MMNIV.V4a• M4N\N•h•N.4•.4~ A\YNLYMNwr, NNNN\NN••.N NNNNNI.yy,V .WAMA »1YY„!w N • , '•AVda••.Vt4~•y/~4••VAx/.QW44y\~VN•~~,4V U~ti~4,a•,~y~~MwV N4NV .4M4K aN,w 4NaaM ,Ww. N[Y 44~~N•.V•~•.~4•A4W'4bP•~V.aV41,(`•^Y.4Wy,dN N1(a1{4V4•4..~,A:4•A•~'aVjNaM a' NMIN~NtiN.1.a4a A1.V,W)NVAVANI \7,1t\~,,NM1ti?1y(E4N' ,MX,,4N,4,kN.aN a,M1MNMM}.1aN V,1pVMVN\V,M.4N '•\.}~!I,NNM~4a4~ ~\7QP7.N,l+Xa4a, •1:a'M.NN,pO(W. YOX61aM{YMN. q~1YM~..a4N~, a~ YA1YA NVN/aY NN•M N\\\\\ Ma • VNNA N\hV.V 4aa•/M W.a•Aa .•.aY.W YANaa 1I••.H•W .f~'V~aN,MN4(~ N,IIM\ N\NN AMVW NMM\ '.NM1NY MN1\• N1aN\ M1aWr M•NN\ IM,M\ N111NY 1Naa\1 MVMV NM'M TIIYV,N MWN 1\NM. WN,M M\MV NNN, NNt\N M\V1Y ,WN1\ AWNY .\W'M1 ,NNN • M f••a } •aNV1M1' NVM\ N1\,hY MV.N aaN,M •WMY ,MVN\ M1NY, MVNY NVYN, NVNN•* m~ ~ M ~ 'TOTAL DEVELOPMENT IMPACT AREA (DISTURBED/EXPOSED AREA): 13.59 AC z..._.,~, ^ ~ „~...,.,_..,n...~..~...............,w ,...v...~ .............W ,......._.._......,.._...,....:..Y.~MPERVIOUS SURFACE RATIO: 0.600 ISSUE DATE: 513 I X07
~M1~.Y ; r. .V,tN YMhM ~ MAM?M MANN ANNM N\,\K NANhh AMAAY MAYAN ANIW A\MIN YMMA .V.\NM WMN ..vA\\ INN\T •IN\\ ..YM\ MN\Y 'M\'•Fl •W.\tV MNW a\N\N ?M\W Nvi\N NYMI AV.{.,y NN\4• 44MM .M4N4 ,MMM` NNbN •IMINa ,,wM• Nw„ N\Nay YANa• yµMaR AwW WMNA NW.,y MNw aMhaN N4,Wf •NNw 4a ~ n\YA 11NW, .W.Na AM1aaaV NNM\ .WNW yhaaW .MY.N ANYA• \Nwa M\N\ .V4,\w aaaNN .haN,Y ANNY wNM MNaN rAA•//J aYw4 .44W,/•• 1 NNW NV.Na > # OF TREES REQUIRED (AT LEAST 40% t1AS TO B~ EVENLY DISTRIBUTED WITHIN TI1E INT ~~S # OF TREES PROVIDED: 84 bnclud+ng 20 trees around pond) I THE INTERIOR: 4G DRAWN BY: mJt
r ~ ~ ~ ~ NhhhN .VAw.• ii'~\i~r'\~( t \ , UE ,MINA. .NMAh MA.N,. M,MM,. ..ANN„ M,NM. V,.,.,hN .MY,,,,, M,,.hN .,A,MA .NNV,. , , , ~ ~ , r ,,N„N. MyMA ~ W ,`t.Aw. .YnN•Y A~,W. ,•Apy~ NMIW, , p awaNU. NNWa .,a\1W •a n44a .NN,M NM4N NaaN ~ ~ / a\\ WNM1N YEN ~.a•.,~ vYNW N N AWM• • Ww ~ w , a4 ~ ~ I~ }YMNN MNN• ANNY aaNV ,WMV nNNY NVM\ . \\NY WMY VM\ .NYNY N\\VW YN4N\ ANVVI a1NW NNaW aaV.W NaWN' NAaay •A\aaN NNNy •ANaY ,,NaaV Vµy, .VA,W haaNN A,NW AaN,Y +aNIN' M1aN4Y KaNN A,VAY YMW NwaY .NNaN # OF SHRUBS REGTUIRED: 229
, 1y` i p.. . , , ~ r f t t i W + ~ +.4.ys.. N~au w.yA 4N•^ Maa•{ : ( i ;NN"" "'.'M' a`aa• ''?`aN• Aaw•AY •hy+w' 4h~wY. N}rv,a. ..+wu Y.}w. ..vaw aNnYN .N+,w' A44aau aat4.a .NNw a N 4 .4441 v .aa4w: N . .N .a4 u 4aN wA ..w.w .u ! y ~ ~ S l ~ ~ f i } 1 ~ A~a• 1 = a ~N i ~ _ ,w , = a ` 44•~N aay4. u1 V.Y.. w•} N~ aV = i~. ~~M~~ ~ OF SHRUBS PROVIDED (AT LEAST 40°k I1AS TO BE EVENLY DISTRIBUTED WITFIIN Tt1E I ~ 3 ~E ~-~I~.~:^~~~E"<:)~i,?c~~.~ :a~~ 6 (including 63 shrubs around pond) 11N THE INTERIOR: ChKD BY: -MDT
< )r ) ~ ` ~ Z ra"",A~~ ; ~ „hw , ~MAVA .MArAM G ` i ~ ; ; ? •~\.N.AN ..~'v~ . ,NNN ,NM.M 5 H OPP ~Y ? + ! t S Z ! ; ~ i + +i t ~ }t ~ S ~ } yy _ ~ } } } ' } ~ } ' i i Z i ~ i i } } i i OFFING CENT ~.N } ~ _ JOB NO. 07-038
,a A.. , ~ i3.. R NCHM A , S v,u~ I:;~,,a , ~ ~3:rk Yf BONNET BOLT ON EXI571NG Fh { DWG. NAME: 070313-5P.61wg
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All construction must be completed in accordan.~e with the City of Jacksonville's Manual of Specifications, Standards this manual rs available in the Public Services Dei:2artment at Jacksonville city mail* Bards, and Design. A copy of
DWG. NO
BEFORE YOU DIGS
North Carolina One-Call Cer III Center, Inc.
Prior to commenting construction, the contractor shall schedule a preconstruction conference with the City of Jack Contact the City of Jacksonville Building In5pect:ion5 department of schedule an RPZ inspection prior to installation. Jacksoville at City 11a11. Call 48 hours Before You Dig)
i -800-632-4949 .51,
anon. [phone].
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N rn v ~ f S i } SQUARE` fOOTAGI~ OF PROPOSED BUILDING(S): 68,639 SF SQUARE FOOTAGE OF EXISTING BUILDING (S): 0 SF ~s Winterville, N.C. 28590
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, r ANDICAP A r ~ . 5 ; CURB IP 1 :.V• WED r E a OVtiJN AT ~ ~ NUMBER OF COMPACT SPACES PROVIDED: O TOTAL NUMBER OF PARKING SPACES PROVIDED: 370
W.~ ~ ~~E. ~.4 . , ~.,:4: ALL CU I 1 .N Re DEwA K • r r, ? , r~~NTERSECTI 0N5 ;l•.• r i.-M1rr•e l: rl.,,w 1 + ~ J~ ~.~57(..;h~ p,,.~.~ i TF1E MAP BOOK AND PAGE NUMBER: M.B. 5 t , PG. 34 Store Gateway
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. r.,W N~ 5 5D° }1 ? 9 W 7~~. ~ ~ ~'ii 'w ~j M'l i.r T Nll4VY MMAV •,•+~•A•'I MMK, ?M/W.V M ,tw\W ,NVdV.• WIVw, AN W.w,IY . • 1 !i uwwN wMMV MV?w wM.. .w.K• nvw Mvv.• N.ww r1Vww IwvMM w. a M1lvMl .M1wlw M~w.v 4WNN vam .,l+ml AY,wv 1)p V.~, 'V'l'yr . F~`~• ~'~3 CALCULATION OF VEHICULAR SURFACE AREA EXISTfNG: A 5~ CALCULATION OF VEHICULAR SURFACE AREA PROPOSEb: 2$6,667 5P Center
NNV Aw.w ~ MaMM aaWN MMN•' aMa..u NaWa .aaNM~ UgaN NalM4 ANaM. aNNU NNN4 aNNY Waaaa MaaW aaaalu .NalaM NaWU ..GaOMY aka • Y +wMV MNaM wWwV alalav NaMN~ MNIa. .AIMM NMMI~ 4.MW aa•M.M wllaw laalw NMMM .aNwav awwaa avlNh ANNY N'~:~d~~~~i'`?rV l.d t.? Y ' i~+ 1 ~ M4W ,4NW ,M„w MW lllW ,,,lNr .YAWN ,NilrrA ,M1W.M' ANMV M4,\N MMW wMV VA4M4 \lN,,, ?,\YAV ANNV N,,,M M,wV wYM, 4lNAw .NNM• M„w, M,NMM A.MW V.NVA ••n4,W ,NMIN KKN\' wl,4lY ,mN, rMMY wNVM• NMM, w ~ ' ,NA,M N,,,lr AwMA wl,Nr ~r .r,VIN. M 1/IIVUb MN\VN MMMM1 M4,W VMW MANr .M,,,M VxAM M,l'w4 NWm\ ANNV 4N\W MMwr MVNV ,lN„4 ,'MMr M4„V NMIH, MIMV MM\M M1NM1 MMW Y4VNM MM1M NNraY r'AM'1A xwWY rMNY W~INM ANNV NArM\ MMYr •M'VM1•N.w•N• UM V.wM W.lM4 ill,\W 41,NN 1 11IVNIil1' wwAw M1V1M, PIIHI,tl VM\W WAVw JAW.V VAVN\ M,MVr !w-V~wll'6~ AAN,V H,MV NV.NV MV.N• ,N,N, VNA,M1 MA\W ,MMM wVM1V ` AVMVN ,1,AIAA •'NM'x VNhM NM4M IVNAW ?rNVn wWAY 1•wl•M MA,YII MM,Y •WINr .WWIM Wn1VMV.M,•"a•M1' Wu.w 5 50°59'49" W 240.00' DRIII CALCULATION OF VEtiICUWR SURFACE AREA F~(ISTING ~ PROPOSED: 286,667 SP HOLE IN
;n : ~ t~ r,> , PROP05ED ' ~ 5 CONC LK . RETE sIDEWA ?j R0P05E A f D5 ^ f CONC PR0P09ED IMPERVI0U5 SURFACE AfZPA (EXCLUDING BUILDINGS): 286,667 5F
~ PROPO s~o i:. aaN~ ~ n• ; y ~E l ` CONC F 5 ~d'~I` 'rH~ CONCRETE I • 0 5 DEWAL P05ED 5 K } , } f~ ~ Y1 )NCR~TE 51DEtNA ~ ~„P.lw~ ~ . 1 ~ ;;r- LK t , ~',N' PROPOSED IMPERVIOUS SURFACE AREA pNCLUDING BUILDINGS}: 355307 SF REQUIRED LANDSCAPING:
~ ~ . ~ tt , i f}~ 1 f..• NN4luaa. aA.~T.~l aa~Y{5~r1~ ~ .~.M N ~RMV' •p,~ Nac®~ IaS~QPl ..4~T~Lw Ma+....Y' •~WPOP"- MIRi[' A~OM 4 4~IQCA ••AQ~,CY ..~.~a a Atr~L}a N~MYi .Ni ~ , .,.r1. ~ i ..h . •r, o ~ ~ ; ~ , + REQUIRED INTERIOR LANDSCAPING: 17.200 5F
a.aaaaaM. .NWVNM aa.RllNa.a1\NMY aIyNMVM•WM4M AMIMM•MhYNW1`•MNMYyMVNroNMANV..MMMYV MMMMMWNYM\ ••W1M\Y a•V1ANri.N4\4NV. ~ Y aM Y. N..VA. N•Ma. .Naha. WNM •VNN ~MN4 NNw •NVAM.•~MNMa~a\WYm•NlW1hlN\VN.N,N1 4•+' ~Y ~4~`f~ MNaw l4A.M ~lµaly NaNaa~ .•u.NM IaMINa alyyy My,M• yaaaM .w.w aM4N. NaaaW AMaN. aM.aW .a.aNa~ .A.,a. 7~ :r.: 1.aw aNWa Maaaa aMaaN M.laaw Naaw .aaNY ANMy alyya .Mayy aMWy yy~Maa ~ { ; M..tYAQId`•„'~7k"^?. •Yi 2:i`•'a~:7"MY',M1~M,M1^n A+:rW +M1+wn .rwnv nvww .mvw .vwwws' 1 •4`?A'OtM1V?^"OPO\MA+'MP701M1V"900PhJ'11~0QCI,YWAY\\rn`• ~?~,.yM:>v+o.^ A,n+atitiwatryM. •r.,xnx..wuv?M1V ` ~ :.i W 4al'MhW\VN.N,N\LNA,••.4'Awl„ +JA\W/4 n/N N»•M M\wv AvnN, ..nnN AMVW MAl'M>A4NM'•h dY~wMMr,' .MfMXWUh,'N ~,yn .aWSPPOVnI,CI~ :~V~twS00lw' ,WOOPCVMROYh•• I10001%Iw,Xb0r"'•' IDA1W01w~'M'•„1?AµW ? ,,,AIIMAV y4,lVn4Wr?,4^• w.aw u.awa~ .AM.,. „M..,, .?M.AU ww MOOOOf` ~wJ00iCA'n,1D0.YY•M1n.AKV9^'Mq~M~OVOpWV~ACOpYNw,p%4wNIVG0A`^'„aoiPM'• 4awnvWw'~.,, rnw~'AwwwA wMw'~wvMV A\vww+~\N.., .\\\vlwwwaA., wwAwvwlv?v MI++mAr\vvMnr ~I+,A ?n+wiMwllnw.. vMM+,AM1w\w. .ww,nvw\vH.w M,vwva,~,~lA... vlwvwAwxM1wM. ww Awww?AU4. ~ ' ~ ?,~w,I~yy~ ""v"p wu,w, wwww ,,,vw wlww MMa„ w.w,a w.ww •w?„v w,,,w .,,ww ,w.w vnww Amw 'MVM .,vMr Awrw ,a„w, ww,w www vwww Mww wwAr .Nww aMAri ,rw,rM wxm• w,w urNw• MAaw „ww w?vM MMw wvw Mvwv •M,w w.ww y \J M1 Yw'~ 7~ ww~,M.M1~M1V.~'ww~~~~\w\I, ~~M y'^ d? PROVIDED INTERIOR LANDSCAPING: 17,802 5F „ ~ ~ ~ PWOVIDED ~CfERIOR lAND9CAPING:
NNN4 MNW V1111NM MMW IVIW.a MMNN ~Y NNW1 .WaIY MNW aNWN .aMMY 1V/aN a f, ~ f y 1 L r Y„ ` r S ,NWN MIMY AV/IIYY Mmr AlmY M1r1\4 rM,1 tuA44, ,MYU'4?A,YW Mme{ .MVM M4MV 4uA4V MN,W MN.,4 w,VA4 W44,4 M4uA• ?M44w .,MNU MMU4 ala,,,r ?44NAU K„A44 AM444 M44w• ?N•M4 44M4u ?M4uM 4Nw4N yy~y ,Wwu ,aM,u ,M,I.M ,44w4u www, ?M4Nl .M4w1 4w1Aw M4444 ~w. ,uNYr \M1NrN,L,,\ ' n t I nM,W r M1, (1 4MM4, ,4M44, M.4,u ~ 1 I/ / / „w44 ~~'111 J lV I r ~ V t' ~ y. .,1 G• ! w y ~ ~ w~ ~ ~ W~. ~ ~ ~ ~ ~ TOTAL DEVELOPMENT IMPACT AREA (DISTUR6~D/PXPpS~D AREA): ) 3.59 AC LANDSCAPING PLAN
~ ~ ~ s I ~ !!y~(~`../ll f U~ l .NNa•a aMaNa • w NNW wWw WMb aaMMU ~MMW MMaM .a 4 hMVM MMMa AMMM aaMaV VMaNY AMaW NINM JAVwa' .MNM• al1NM . :\.}~1. a f .i i1 MN NW Iy.NN M 1 W aallM. NMW M i i t } Nyaaw .lywa ,aa~... MaMW MMa\. aNNV' .IMNV M \ ~~3 vxly ~ 1 r „llrlr ?,l,lw A1„AV NWN, M11VY N\Yn• ~ ~ ia.A MMVA ?~14W •A,MU ,M„44 wW , • u.MM, • „4Mw N4,M, N,MU AM4,a .,a„4,• aa„N.• M.4WA MVAU MauM 444w, W.uu ,M„M ?IMa4,• MM4Y .wwl4 .4 w i ' ~ + Y w4,k +Yti •`?A}"" ^~^M+A •y'M?'r l+l?/t ! } _ ~.wa, ~..ww, ~ww 4~.w,,. ..1.wa u~AMU avM,. ,.y.,aM A~44,u ..tMU .,\,M4 ..AMU M\„w .4.,,44. .,..,4u. n „ ..4w,. iN w. wuM. .w.,w Mwu 4„4w wwM. .Wwn ww,+avl t. } 2 2 } S. ,.l F.•' : IMPERVIOUS SURFACE RATIO: 0.600 # OF TREES REQUIRED (AT LEAST 40°0 11A5 TO BE PVENLY Df57RIBUTED WITHIN tHE INT~RIO ~ ~ ~'~f ~ Of TREES PROVIDED: 88 bncluding 2~} trees around pond) INTERIOR: 46
h~ } t 3 ~ r t ~ # } t ~ } :Y e. ! 7 4 ! : ; ' ; } ; !y y} i} t } ~ , 2 )t } } } ?y,aa } } ..ayA44 ~ 4Mt,,4, 44W4 4.. 2 u ,44,,, M4~w. ."p. ww~.. uA4tu w,4ya w .u.M:4 wM a^"n^` MNV= ~ • 3 ~ } a 1 l y y G Ct } ~ a G!\ i} ay[{W ~ } y S 44~ C 1 2 l yy 1 #i t7 } } t } } } 1 R ! Z # i } 1 } 1 y ~ 1 ~ i ~ } } ~ } } ~ } R ill ? M1.~. 1, + a t . ? 1 ~ a t ) y
7 ~v.va. .a ta.N... ..NaN. N,....A ~ } !ar ~~i..a ~ \M+l. aa~~ r 1 ~ 7 ..........lu., ~a.N. a...a.....~ ENTER h PPING ~ ~ ~ l 5 a l 1 y ~ 1 y \ \ } \ y \ y Y y \ Y ; t}t _ •414 t 1, } • } a } } v t ~ } } , } } + ` + v : } y Z `a ~ } l i t } } } l{ } i ( 1•r . V • y 1 ! 1 \ l r 1 a 1 } 1 l y 1 • ~y \ I } 1 Y \ } } 1 } a 1 1 Y ~ ~AM1,4, ''S'.or~+` t} y t i y } } i ~ ? ~ } ~ } 1 y i } } { } } ~ } ~ } } ~ } t } t ? t I } 1 , } ? •Mx,Y # OF SHRUBS REQUIRED: 229 E # OF SHRUBS PROVIDED (AT LEAST ~}O% F1AS TD BE EVENLY DISTRIBUTED WITHIN TI1E INTE "t~" "M" ~ 467 (including 63 shrubs around pond)
_ ~ , .,a,,,, r ~ Ml ~,NN R1M~ J~'~ • Y 4 \ r.J~~M,rv.~~:: r iltit~ }:::•fCr rr~• K i C: i :~^•'!r~(~ 71~!'' yr} } a ~ A BONNET BOLT ON EXISTING FH :r,.~(:. ~ ~ , ~,4 "I1E INTERIOR):
it' • 7 "r . ! 1, f. r 1' i..S .,r.~ , • } = ELEV. ~ 51.50 } o ; 1. I`r f:.,rNA,. ~ ~ (NGVD ! 929 y~ r.. ,c•^~`r,.Al,.r `°a`~~''"~.~Y;:? ~ ~ .M` ...w......~# . 22084 S.F INTERIOR PLANTING ISLANDS 2.358 S.F. EXTERIOR PLANTING ISLANDS
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~ ~ ~ ~ UVETLAND / AQUATfC V'~~ETATION PIANTiNG S~A50NS:
i off.
~ ~ TREES /SHRUBS OCT to JUNE ^ { JNE GROOVE END ON OUTLET END SECTfONS
E~55 GATE A ~ 4 IIERBACEt7U5 PIANTS (SHALLOW LAND) OCT to JUNE JNE ~ END SECTION DfMENSIONS TONGUE END ON INI.kT END SECTIONS
~--___L_ L___~ 11ERBACEAUS PLANTS (St1ALLOW WATER MARCH to JUNE ~ JUNE i DIAMETER A B C D D E
46 MID-SEPT to MID- I ~ GRASSES YEAR ROUND to MID-OCT ~ 15" 0'-6" Z'-3" 3'-10" 6'- I JND 18" O'-9" 2'-3" 3'- ! O" 6'- I " Go-1 14 2'-G" Go- I it 31-x111
24" O'-9 I i2" 3'-7 I /2" 2'-6" 6'- I ! /2 ( 30" 1'-0" 4'-6" I'-7 3/4" 6'- 13!4 36" I'-3" 5'-3" 2'-1 O 3/4" 8'- 13 4 42" I '-9" 5'-3" 2'- ! I " 8'-2" 11211 41-O'1
-~.0 44 PROPOSED 4' H GH CHAINLINK FENCE GENERAL NOTES: 61-1 3/4" 51-0"
~ J r (BLACK OR GREEN VINYL COATING} PER PLANTING OUT OF SEASON fS NOT RECOMMENDED. IF CONSTRUCTIO CITY OF JAi K50NVI REQUIREMENTS SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS (UPLAND AREA AN ~ APPROPRIATE TEMPORARY COVER CROP AND EROSION CONTROL MAT PI~WTING SEASON. 81-1 3/4" 61_011 81-211 GI-611
"RUCTION SCHEDULE AND PLANING ~ 48" 2'-0" 6'-0" 2'-2" 8'-2" AREA AND SHALLOW LAND) WITfi f 81-21' 7`-O"
• 4 O ' VEGETATIVE SHELP ~ ~ ~ :OL MATTING UNTIL APPROPRIATE Z w
. ~ 6 x 8'L x 22 Th •Cfl ~ I MINIMUM SLOPE, ~ 4• ' ~ • F~ROPOSE SCREENING VEGETATION AND UNDER9TORY
CLASS 'B' g LIN FOREBAY ~--38~~0 TREES PER CITY OF JACKSONVILLE REQUIREMENTS (SEA P~MS SHOULD BE INSTALLED AS LARGE DRIFTS (i.e. MASSES OF A Sl 7F1EIR RESPECTIVE PLANING ALAS. OV~RLAPP(NG OR WEAVING OF Thi ~h VEGETATION PLAN FOR DETAILED PLANTING INFORMATION) RECOMMENDED. i OF A SINGLE SPECIES) WITHIN ~ NOTE:
TONE APRpN 5PILLWAY WITH 2' '-36---~ .6'W x 'L x 22" h IG OF TF1E PLANINT AREA EDGES iS
~ T I K lASS' ' TON L} C~S'B' DESIGN OF END SECTION SHALL ALL
W TO E AP O ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWL ~ CONFORM TO STANDARD REINFOR S GROWING WILD WITHIN 100 SECTIONAL CONCRETE CULVERT PIP ANFORCED
. ~ MILES OF Tt1E PROJECT SITE. IF SUITABLE STOCK CANNOT 6E OBTAIN~ ' GENETIC PROVENANCES MAY BE UTILIZED WITH THE APPROVAL OF THE AGENCIES. OBTAINED, PLANTS OF OThER ERT PIPE.
,_J ~ FOF~BAY Y FOREBAY OF THE LOCAL REGULATORY ~ p~N
~ d ``rte ~ ~ a a ~ z
Q may. IRR16ATION MUST BE PROVIDED FOR SHALLOW LAND AND WAtEK ZONE r DROUGHT DRAWS WATER LEVELS 6" OR MORE BELOW NORMAL POOL D SUMMER FOI.I.OWIN6 PLANT IN5TALLATION. 'EK ZONES IP PROLON6E0 j
34 _ POOL DURING THE FIRST
O - ' 34 ~~~-36 C-~I B O
0 ' W o. 3 6 38 o'"' I TREES MUST BE FLAGGED IN Tt1E FIELD FOR EASY MAfNTENANCE AFTER . AFTER PLACEMENT IN St1ALLOW
. u, 3 4p.~_ can n I LAND AREA.
Q ~ ~ 4~-'- UNE FOREBAY ~ ~ I ~ DO NOT PLANT CATTAILS. CATTAll5, ALTHOU6t1 A WETLAND PLA MOSQUITOPS AND WILL TAKE OVER AND CROWD OUf OTHER VITAL VEG
z • L~ SPILLWAY WITH 2' d ~ z AND PLANT. PROVIDE A FIAVEN FOR BAR OR 5TEE1. ~ ~ ~PM~ ~R 'ITAL VEGETATION. FABRIC REINFORCEMENT ~F GV~V~R~ zZ>
W c~ ~ T I K C S 'B' STONE 'Q ~ L_~ O w
,,,6 VEGETATIVE St1ELF PIANTIN6 SPECIFICATIONS: ~ U
. ~;4 •
~ • Tt1E VEGETATIVE SFIELF FOR THE PROPOSED POND IS AN AREA 12 FEET ~ 'p'~~~ 6: I AND WILL EXTEND A MINIMUM OF 2' BELOW TFiE SURFACE OF THE P w ( BE VEGETATED WfTl1 AQUATIC VEGETATION FOR PEI21v1ANENT STA6LIZATI I LIMING -APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. I SLOP ~ NOT KNOWN, AN APPLICATION OF GROUND AGRICULTURAL LIMESTONE 70NSdACRE ON FINE-TEXTURED SOILS (5 USUAlIY SUFFIG~NT. APPLY U INCORPORATE INTO TI1E TOP 4-6 INCHES OF TI1E SOIL. SOI15 WiTFi A p ` t LIMED. 12 FEET 1MDE W(TIi A SLOPE NOT TO EXCEED I ~ p ~ i1C •
~ ~ 36 a c.,~ w W ' N w ~'c OL ~ ~F THE PERMANENT POOL. TF11S 511ELF WILL 'A6LIZATION. Owner.
• SECTION END VIEW
vN- 3 'IONS. IF Tt1E pfi (ACIDITY) OF TI1E 501E IS Kenneth P. whlchard, Jr.
• ~ 4 b , ` 6~ ~ ~ I.OP 4: t SLOP STONE AT THE RATE OP I TO 1 ~ STANDARD FLARED END SECTfONS 125 Edge Brook Drive
. 4• APPLY UMESTON UNIFORMLY AND WiTFi A pH OF 6 OR HIGFIER NEED NOT BE NOT TO SCALE Greenville, NC 27858
~38- s.
• ~,36 s~. n FERnUZER -BASE APPLICATION RATS ON 3011. TESTS. WHPN THESE A ~~~I GRADE FERTILIZER AT 700- I ,000 !6 /ACRE. 60TH FERTILIZER AND LIM it Th1E TOP 4-6 INChES OF 5c~1~L. rf A IIYDRAULtC SeEDER IS USED. DO N Tt1AN 30 MINUTES BEFORE APPLICATION. Developer:
• d\~34 STORMWATER ~ ~ • • ~h' ~ TREATMENT AREA ~ • THESE ARE HOT POSSIBtF, APPLY A I O- I O- I 0 AND LIME 5hi0ULD BE INCORPORATED INTO Midland Development
D, DO NOT MIX SEED AND FERTILIZER MORE Group, inc.
3. _ , • 3 . 1021 Oak Street
PkANTING ZONES: US Foundry 2' Foundry U5F-4135-6230 Jack5onve I le, PL 3 2 204
• 'S 37
. 3 • ~ VEGETATIVE Sh1ELF ' ~ ~_~UTLET STR GTU lI UPLAND AREA:
-~T6: I MINIIy1UM SLOPE ~4Q • ' • MIN.
• ~ , - 41• TF1E UPLAND AREA PERTAINS TO ALL AREAS BEYOND THE ELEVATION 6" VICINITY OF THE DETENTION POND. THIS AREA WILL BE SEEDED WITIi A PERMANENT SEEDING SPCIF(CATIONS SHOWN ON THESE FANS. PION 6" ABOVE THE PERMANENT POOL iN THE
WITIi A WARM SEASON GRASS PER TFiE ~ 2 MIN.
42 I
N ION BOX 5HALLOW LAND: 1{{{
J ~ TF1E 5FIALLOW LAND AREA 19 AN AREA TI1AT BEGINS AT TF1E PERMANENT TI1E SLOPE QF THE P(3ND EMBANKMENT TO 6" ABOVE TI1E PERMANENT SHALLOW WATER: ` 6" MIN. MANENT POOL ELEVATION AND DCf~NDS UP PIPE
~1ANENT POOL. j 2" PVC WEEPHOL.P p~~ 4~~ FILL TO CITY PIPE 51ZE TO BE
DETERMINED BY THE
CITY ENGINEER. ~O '~~i NO4
TF1E SHALLOW WATER AREA OF THE POND 15 AN AREA TI1AT BEGINS AT T AND EXTENDS DOWN THE POND EMBANKMENT AT A 6: 191DE SLOPE FO WOODS LINE PERMANENT POOL ELEVATION. RIN LINE
SINS AT TI1E PERMANENT POOL ELEVATION • ~ I OF PIPE .OPE FOR 3' TO A DEPfIi OF 6" BELOW TI1E t ~ ~ 1
PROPosEO wo STORMWATER QUALITY POND DETAIL • A. .'A. 4c: ...'A•:. ~ .:::.11.'.::. : ' A:: ...4• •:.:....C~::... 0289
DEEP POOLS: 3000 PSI CONCRETE ~ a f*GIN c~
•.~.~:.•::.•:.o a:::::::.•.~::........ N.T.S. .•o'.•:.•:.a•::.:•A.•: ~•:.•:.•:::..0.•::...: A: •::::.~:...4....ii•.
DEEP POOLS EXTEND EXTEND FROM AN ELEVATION 6" 6ELOW TFiE PERMA TI1E VEGETATIVE SI1El.F WIiICti ENDS AT A DEPTH OF 2' BELOW THE PER ZONE SPECIES COMMON N UPLAND AREA E PERMANENT POOL ELEVATION BOTTOM OF INVERT OF BOX TO BE
"NE PERMANENT POOL. FORMED TO DIRECT TI1E
SCALE : I " = 20' FLOW OF WATER A5
~ St10WN.
MON NAME j NOTES:
SEA SEEDING SCHEDULE I .PRECAST CONCR~TTE BA5IN9 TO BE ALL0INED BY PERMI5510N FROM TI1E CITY EN 2. IF Tt1E 2 I "MINIMUM CLEARANCE IN OPENING OF BOX CAN NOT BE OBTAINED BY CITY ENGINEER
SHALLOW LAND CORBELING THE BRICK, A CONCRETE SLAB SHALL BE USED. 3. CONCRETE PIPES INED BY f PIPES SHALL BE H,C, HARK159 JR.
CUT FU1511 WITH INSIDE OF BOX.
SCIRI'US PUNGPNS COMMON THRE 5CIR1'U5 CW~RINUS WOOL GRASS 7N TI1REE-SQUAI~ 4. ALL CATCH BASINS OVER 3'-6" IN DEI'TIi TO BE PROVIDED WITIi METAL STEPS ON CENTERS. 'T[T' ON 11-211 ENGINEERING
BRASS 5. ANY DEVfATION FROM TFifS STANDARD SFIALL BE APPROVED BYTFIE ~NCIN~ER O REPRESENTATIVE. 'O'OINEERORIIIS SURVEYING, P.A.
CARF~( LONGII LONG'S SEDGE SEDGE 6. ALL WALLS OF TFiE CATCH BASIN SFiAII BE CONSTRUCTED VERTICALLY. 7. FOR 8' IIEIGIIT OR 159 U5E 8" WALL, OVER c3'-0" IN FIEIGHT U5E 12" WALL TO 6'-0" FRO OF WALL. AHD 8" WALL FOR Th1E REMAINING 6'-O".
SHALLOW WATER FOR 8'-0° IN 2 16 Main Street
'-0" FROM TOP Winterville, N.C. 28590
PONTEDERIA COIZDATA PICKERELWEED :~yyEpp 8. TI1E POURING OF TIi~ FLOOR SLAB TO BE ACCOMPLISHED BY U51NG CORMS. 9. JUMBO 6RICKS WILL BE PERMITTED IF NOT EXPOSED. M5• 252-321-5GO7 (o)
PPLTANDRA VIRGINICA ARROW ARUM ARUM J O. WEEP F10LE5 2" IN DIAMETER SI1ALL BE PLACED ON EACH WALL. 252.32 I .G208 (f)
SAGITfARIA LANCIFOUA DUCK POTATO OTATO hcharris@ hcharris. net
DEEP POOL
STANDARD DROP INLET
NUPFiAR LUTEA SPATTERDOCK NOT TO SCALE RDOCK SITE DEVELOPMENT
NYMPNAEA ODORATA WATER LILY LILY v,.~.~....w..~............~.Wy....._...~WW..........~..w....wwW..w._...w.._..W.~..~.........._..._...,._,.~..V,...... PLANS FOR:
GALVANIZED FRAME I1ND GRATE NELUMBO LUTEUM AMERICAN WATE IERAL NOTES:
(V-5660) . A AN WATER LOTUS K011L'S
~ . • . . ~ . ~ I '-Oa i
Department
GENERAL NO MORTAR JOI g ~ ~ CUiSS "AA" B This POURIN ~ ~ ALOL DROP IN • PROVIDED W CONCRETE B r. Store Gateway
RTAR JOINTS I J2" ± !/8" THICK 5S "AA" CONCRETE TO BE USEp.
POURING OF FLOOR SLAB TO BE ACCOMPU5FIED 6Y South Shopping
:MING. DROP INLETS 01/~R 3'-6" IN DEPTIi TO BE
~VIDED WITH MEl'AL 5TEP5 ON I'-2" CENTERS. Center
JUMBO BRIC SEE PLAN FOR CRETE BRICK MAY BF USED IN LIPU OF CLAY BRICK. IBO BRICK WILL BE PERMITTED. f
f i
' • PIPE SIZES . ; ~ , ~4• ' j. a. AND LOCATIONS. 4° TNI2EADED • EAST JORDAN IRON WORKS 2EADED C.O. CAP
PWN GALVANIZED FRAME AND GRATE + (V-5660) a• UNLESS i ~
orhe~se f I' i t GRADING, PAVING ~
NOTED
TOP EL. 44.67 4" I'VC ~ EROSION CONTROL
f I . . ALUMINUM GRATING BOL'~D TO ~ FITTING EL. 4 f .00 ~
a° uN~ss I EL. 44.00 4" THROAT OPENING A5 DEBRIS O TEMPORARY WATER QUALITY GUARD (ALL 4 SIDS) DETAILS
07HPRWISE POOL - EL- 44.00 (BYPA55 WEII~ .0' I ISSUE DATE: 5/31/07
NOTCD 8.. t( DRAWN BY: mdt
I I _ g~ EL. 21.00 (iNV. 2" ORIFICE) PERMANENT POOL ~
6" GATE (SEE ORIFIGE D~f'AIL) EL- 4! .00 (BYPASS WEIR > 4" PVC CAP W/ CI1K'D BY: MDT
Q VALVE 3/4" ORIFICE JOB NO. 07-03-8
EXTEND WALL PIPS TO POND 7.5' WATER DEPTH FROM PERMANENT POOL t ~ SEE PLAN FOR f DWG. NAME: 07038-5P.dwg
BOTTOM ± 30 LF °Q ~ ' ' PIPE SIZES.
6" PVC WALL PIPE EL. 33.5 (POND FLOpI~ F SCALE: A5 NOTED
F10RIZ:
FILL OUTLET STRUCTURE WITH I I
WASHED SAND OR X57 STONE VERT:
EL. 3 1.0 SECTION A-A DWG. NO
SECTION &B ORIFICE DE ICE DETAIL €
OUTLET STRUCTURE DETAIL \I L NOT TO SC T TO SCALP
NOT TO SCALE D=NW 0
5HEET 10 of 15
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11.C. HARK159 JR.
ENGINEERING ~
SURVEYING, P. A.
2 ! 6 Main Street
Winterville, N.C. 28590
252.321 .5601 (o)
~A~llfofnac A~!~i~s+,e#~1~urNUr+ww 252.32 I .G208 (f)
[e-mail]
~?fi~AILD ~A'~~ ~ ~°'s
SITE DEVELOPMENT
PLANS FOR:
KOHL'S
Department
Store Gateway
South Shopping
Center
f y
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WATER SYSTEM
DETAILS
•
• 155UE DATE: 5/31/07
DRAWN BY: dt
CI1K'D BY: MDT
JOB NO. 07-038
DWG. NAME: 07038-5P.dwg
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DWG. NO
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SHEET 12 OF 15
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