20070042 Ver 1_Site Plan_20070108

TKTENSIaN of TdN9RfaGE Rada CENTERLINE aEtE~ETRY El(TEN51aN aF SbPdRTdN aR€~E GENTERI€NE OEOIVETRY V I our T 4 RIM N . N N OTAI, ACRES 27. CB1 27.27 24.9 4. ZQ/~NIN~ PERFORMANCE RESfDENTlA1, ~-~5 1 £
PaTNT PQTNT 7 , N V r Q~ LCT' 68 2~.so ~ AVE, LOT SIDE 1a ~0~ S~`
TYPE STATIaN NE~TNIY1 EdSTt]<} '~pE STdT14N NaRTHtY1 < EdSTt%1 P~ O~I:aO 19$523=9139 23515?2~R?57 p~ O~V3.00 1s3470.3607 2351S6o.1°u33 C83 2$,59 23.77 23.77 ~ ' n A[ ' c v RECEI~~~ TRAM ~v~wE ~~cT\
27,9aaa N 1s°36'3oa 406.9327 N 59`21`3&" ~ Pv &+27.99 ~ # 192550.43t2 235t531,6a40 pf1E 4108.43 163678.7903 2351536.3493 t ~ ~ ~ STREAM CLASS SA Ce4 .9 24.60 , f
1.C= 64.1666 G0=19~22~57~ Rc= -zaa,oa~ aG- 2s 3a ~2 PT 0+92.19 192613.4619 23§1542.258& I~lRERV~Ot~S AREA RJR 4~p~ SF X9.24 ~ ~
140,&237 N &`13'33" E PG 12.91 ~ ~ ~ ~ 162714.2947 2351542.5557 C 29.65 t IMPERVIaUS ~ t~5 22.89 ~ ~ CI~~ ~ k ~ LOTS X85 ~0~ SF
tC= 72,7549 Ca•~ Ya+5ai34k RG= 200.D0a0 QC- 2a 39 52 c ~ 3a.33 ~ f B 27.33 ~ ~~A~~ S ~ CDS 29.3 ~ ! z
PT 216§173 1627a5.3433 2351556.&241 NESTFdiRE COL4'IT £ENTERL1tA: GEaI~TRY 101,6217 N 21'04'07x E ~ S~~EI~ALK~ 2~,0~~ CH9 29.53 ~ r ~ TOTAL ~ 4~1,~~~ ~F
PG 3167.35 ~ 182990,2216 2351592.5raS7 POTNT LG= 64.4116 CD= 2'27~37~ TYPE STdTlikt NI~TN4Y1 EdST1%1 CB10 29.31 25.81 ~ ~ o TOTAL In ~~~~v~~us CB11 29,31 25.1 ~
RG=-iSQQ,iuToO QG= 3~49ii P~1 G+QQ,GH7 1B4ia1.66Q9 2352iifi,424~3 fp PT 431,16 162940.8060 2361614.9135 93.ita3 S 73 43 as C617 3U,38 _T__. 25.87 ~ ~ ~ ~ 1 ~ P CB 8
154.6154 N 18'36`3&" E PG 0+53.71 0 1 ~ 164236,6011 2352767,4805 PG 626,37 ~ k 193125.2472 2351676.5147 LG- 62.69TT Cfl- 35.55123m CE12 29.24 , iCA
1.C= 105.a1Q6 Ga= f2"a2 Qa RG= il3Cl.~4a aC~ 5T 17 95 RG= 50Q.46Q0 OC-11'27'33° Pi 1116.41 " ~ ~ 1942&1.8941 2352918,9642 ~ CB1 29.24 .11 j `u-~, sw+u. Hor 0814 9.42 t
PT 7+3f 138 19322019323 235172(1,1999 3612065 5 37 47 36 E ~ 290.312? H 30°36f30" E POE 121&1 164113.2821 2392@41,1322 CS15 29.2 L6.~L J ti ~ A w
P€ 10121176 183470,3607 235f86a11833 173.647§ N 30'3&`30° E CD17 26.66 i `1-. r J >3s+3n"~ CI316 26.56 t J
PC tf14514a 1936t917620 235t956,69§8 LG= 75.2237 G€1= 21.'33`00" CokSr' gO,OD j j f __.-_.,w.__._ ! f
RC= 200.a0aa aC= 2a"38`52" ~ . Yx1D ' PT 1217&163 saa61§,8$17 L3~gnru,f§97 V.~, s~ppyy ' ~ J Q ~FM 1. SITE
478.9135 N 521 t 30 E ~r _ PC 1749.§4 193969.4264 2352384.5290 ~ 1 ` 1 1 _ J r ~ _ J t ~
LC= 7s,42a3 GO* b'S3'S5~ -~x' _ 1 p , • , N~_ _ r ~r l1 J f I 1 ~ . 1 J
PT 16127.96 16461719935 2392446.1066 - . • - - 51°17'3 "E _ "°.,x • -EE~Gb~R~~ 307, 2210 N 5 _ + . 1`4 fa.1QQ2 23S2nS5,8479
~ LC= 52.1&71 C0= 29 54 a4 ~ ' `f ~ _ _ 5 " ~ ~ ~ ? ~ V.". RC= wl0alaoao t~=57174§ V-' ~ 57 1 f
' ~ 1 PCG 2197»37 1842§1.6649 2352716.424& ~ $ f ~ Y 25 f , CC= t43.3242 Ga= 54` 12 ai ° ~ T ~ ~ y~ 1 t "J
_ l a r RC= -100.00 aG= 571145 ~ ry y,.+' iV~ '.i'• 1 f OD. g1 PT 2240:64 184344.9379 23527021320. r ~ ~ ~ }
293.5191 1€ 3148' 30 ~ ~ i 1 } i 1 PaE 25184,27 '189591, 3847 235252213543 ~ ` .r ' l r ~ i "r. ",,,yam > ( J ~ M .w-- J ( ' ~ ~ j COlISTRUCTXIli 1
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,r " ~ ~ t 1 t ,..,3.....-- ~ t ~ ~p X 38 RCP 1 tt [ ~rz~} '`.;,`aP r7/~' !qj ~ J r EH~Y AT'OR,, ~ f ilQ.3;l "'-w ` ' ! rte! j j M J e, ~ J cp r 7 J
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.ti i -~~:~e~o r f r ~ i ~Q 1 , I $ A k " „y^; ~ `-,f.' f . 1~P RAP SJ~LN!aY , ~ + D 'fee ~ ~ 1 >s 4 j
i ~ l 1 1 1 I rte. SLOP S~ J f 1 _ ~ ~ee~ J DITCH / 4 r } *e~ ~~~P~f11YE PROYpE SRT l
1 t ...-y- ,,,,r ~tr?° RCP M ~ S^ t ~ k t$ FETICH dVER ALL PpES l~ ~ ~ ; ` OR t
t y s ~ =a.. ~ ~ ti , tie 'fie t5`~i l~ ~ - e4ee r ~ ~~S' J ~ [SGpN~ GRkD[NG T[} ~ - Cis ~ a YFP. 'H" CURB C TO BE -
e„ °'e'1~' (/fed ~ J ~ INF[LTAhTIOhd CF STI~~Ef[', WLITATE OF STCI WATER
t IFFIGtN rb 5PAR1'~! Rt1~l1 its r~ ' ! Sh aRAVC>~13~1$F t b1r?'?x,,~.,•s ~ V ~ C86 a ° ~W„~'•• '"~•ti. _ ~ Y 1t: , ~ 11 t , 2 ~ , EtiI~Y DIS~'AiflR
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Yy"~ k .~.:.;,;,;ti~PY t 3Ell1ffN'iTRFr TYPICAL CUL-DE-SAC DETAIL
2~" RCP ~ ~ !
d1.5X k t I1~I,lENGTl1250+ w» t l F ~ ` . a SA 5F SN.T ~ l ~ PROVE ~ ~ ~ ,m9~ ,
FACE a+IER P„a~c o AROLt~ sTOa~ r - J~
1 ~ f n Qua R.,... a~r~€T frYe ~ r X08 '~'t'~; , t t ~t,,t,, ~ R ! ~ r w..-.-„ ~ -'''RCP ~ki~:' I~C PEE a+r ~ ~ ! ~~u ATQR fTYP1 ti3 a 4 R~^ ~ ~ ~ f , k t ~ 74 pjy{pY~'W~~y.~y~~y (6] ~SX f t!"RCP , 1 ~/F.• IlllYf\ ..,.nV•""••1-~ ~ 1 ~ Y fl \ i
1 t ~ RCA k 0.3X . ~ ~ tA>Rt1ER DRIVEWAY 1 ~ J ( t EASE~~ """""W..... S ~ r Ig" RCP ~ F. 'KiyP~1~ ~ J. ~ ~.i •.,,ti ~ ~OGa11QH ~ a h? I ~ ,I` ~ 1
t t ~ , ~ ~ ~ ° yplCl ~f# k w CIh~t12" TNip( ~ ~ t
~ / 1 i ~,ti;, . BYPASS SYSTEtuI ~ , 1 1 ',11;; r,s ~ I~AY _,„.~+,_,,.-•.-i't~+ ~sa~+wr a ~+`°'r yE5ti11'~M11/ ~ei~ ~ ~ s~ f ~ j ~ J
t DETd~. 1 t ewe rsae~er~~ ,,.'~^o,~~ ~ k l i ~ ~ ~ NY. r84 tr>°w e e t> ~ ~YPI !
e , t caw~T ~ , ~ ~i.~o t~YBiiS WG~DN PUMP ~ ~ ~ r~ , it tl r 1 ~ nl t x pow , o ~ 3 NP 3450 RPM • ~ ~ !fir .~Qt M~,~p~}y r 1
t ..b,' ~ 1 ar t °a, %..o. 5 1/2 IMP LLER ~ M? Q 1RZ,7F, f ~ 4l,~+~" ` $ LIN BASIN PE ~ ~ ! t NGTE. ALt ® * ~ t ~ f NOTE: ALL RUNOFF FROM IMPERVIOUS SURFACES
~ • ~ ~ ~ ~ ~ 4G~' =D~E IL `~"'~`RGP ~ x / ! 2 SHALL BE . ® t B,~S ~ ~ D.sz ~ SYSTEM. sTOCtt~EAREA ~ 1 F Y aR TYPICAL CONT R SHALL BE DIRECTED TO PERMITTED STORMWATER SYSTEM. NO RUNOFF FROM IMPERVIOUS SURFACES
~ , n'° ~ ~ ~1 ,t R 1 1 ,,y' ~q~3617' . „ . 44.,.tR ~ Mfs1~ ~ ~ f ! ~o~~s~~ ~ p~ ~ Y ' w gK~ . a t 1 M'•E~E + ~ ~ /t t ~ SHALL BE t ~ 1 ~ SHALL BE ALLOYED TO DRAIN OFFSITE. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING LOTS ARE
r ~ , 1 ~ ~ . Spill AY ~ .s 1 ~ GRADED Tt ~ 2 ~ / COCA f t I` ~ GR:'-DED TO DIRECT STORMYATER RUNOFF TO SYSTEM=
+^p p~ p r~ Y. I i . 1 r f 4t) 1lAiV k V. J ~ ~ 1 [ ~ . 1~ . ~
_ J b \ `y ~ ry X11 A Y ` .1 A 3~I s .,w ~ ~ . ~ [ , i /
,~.-"f t U~, ~E1'ENTI'QN 6Q l ; t + i,~;, j-LEVEL 'S1'EtIADER ..BASIN 3 ° , I ~ .~o t t DIRECTION , ~ ~ ~ ~ 2 ~ sbsz ~ ~ ~ ~ WATER !"LOW LIMITS OF pISTtJRBANCE t ~ ~ t ~ t
t , l ~ ra~x >1'x tiz^ r1~ac STORAGE BAS I N ~ 27.49 ACRES ~ ~ i ~ DITCH cOra
. ~ FOR FIRST 3.0 RAI~3FALL t ~ t t• ;w z L~~#E B~S~I~ PER DETAIL ,Y ATDR ~ ~ ~ ~ o € REGUtaTED WATERS oR us.oR 6k 5'>< ~1 of 24" ~ F~1~~' Et, 2i,$0 ~ 24 ~ i i • v~ « rR7t,Y~. DITCH SHAi.i. !1 ND CASs; 6E 7.4 QN lIPR4
~ SILT FENCE 1 1 1 ~ ~ . r i TYP. I a t 2 ~ f •.4 i ~ ~ ~ ~ AY
1 t , , , t ~ , r ,,,r QIY pE! AEgUl£b ~ \ wl` OurLt? Sr~Ctul~ E C I TY DETENTION ~ , +arLO~c x D•5`DEEP ~~~~p F~ 1 + WFdS WIL.Gt
D1rC11••HO it?~ t F" ~ ~ ~ BASIN FOR SEDIMENT 24 J $S ~~zyao' R.D.w. ~~,SIy~--fiC1yTRACTi1R SHA1 I r
N114171NICIi , w ~GWGi~t17G , 1 12` et~rRacro~ Ft,Yi t r- ° ' ~ Ft1ER ATflR ~ ~ ~ w f r r r ~ / ~ ~ t APPROX. TYPIC~~L ~ __..,.I,~.__..__,, ~ s ~ C~EMUCK BASIN AND REMOVE -RIDGE POIN t TYP I
1s LQGAI. cr ~ w , ~ rtl~X( >a t PNESEftvE ' ~ r.~J 1" r'~ U$E BASIN AS SEDIMENT 1 EKTSTTNG DTTCH Orr cnlUei3~r~ I I ND ~ S,~ t BE,DG FOOTPRINT MENT AS NEEDED A '~r •t ~ SIDEWALK ~ ~ ~ ~ x
~ y, r.l z t ~H +w~ NA5IN--CONTRACTOR Si6ALl. U . , ~g ~`I DEl~! 1CK BASIN AND REMOVE ~ a ~ I, . „ . ~ k?N PROJECT COMPLETION ! -2" ASPHALT I` ; ..V~ ,,,,~'aiF ! [ RUNOFF FROM I
~ ~1 ~ . tea"" ' TYPE "H" CUR * , f f ray 5EDI~IENT AS NEEDED AND a ~ x a ;2 ~ D. D.,~ t 2 SAND CLAY ~ p/+{t~3~luG 'aIt+R a ~pQ~ A ~r~rs. p q :~^I yr ~ KINH asrora` ry ~ e w'•'.^ `w IMPERVIOUS TO STREET
~ z4 b1lt?E ~ r t, • ~ ~ , aF ~ UPON PROJECT GOMPLET I ON , I TYPE N CI1RB ~I 2y B'x4'xt2"°• g -0~ , rr , , ~ 5 ABC 6AS~ ~ ~ ~ ~ .
5'RNl 6E xa a ~t~p w ~ rU 1 ~ ~ I f~a p
k...,. NY E ~I. 4 SB~1DfR ? a 1. PU81.IC ~~~ATER SERVICE BY THL CITY OF WILMIISGTQN GROUND~dATER SYSTEM F.7_ , 7 ~f rw,.,,,,, I ~ A 1r rl
R IJh~ : SIJ 1-t:l ~ t 2. PUBIC SEWER SERVICE PROVIDED BY NEW HANOVER t,OUNTY SaUTHSIDE TREATMENT PLANT _ _ F~ a ~ 7~~i ~
T# I li L B UNDERGROUN[1. 3. ALL U TIES S AL E 4, CITY OF WILMINGTON TREE PRESERVATION PERMIT R£OUIRED.
N 5. NCDENR STORMWAT£R MANAG£MN£NT, SEWER AND WATER PERMITS REQUIRED. a• NEW HAIVOVER Cr3UadTY ~v~L ERtta~Oiv ~iD StuiMENrAT'su1~ C(3NTRf1L PERMIT REt~UIRED. ~ Y ,
I ao' a, n. w, M 7. CITY aF W~.MINGTON STORMWAT£R DISCHARGE PERMIT R£Oi~R£D. t ~ u.E TER SfdY.i. ae I
w , 5' 'I' J Ct dW a~ ~ 4" CQNCRETE ----K1 8. THIS PRaJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL RE UlREMENTS, TO PREIt~?t' , r r r r , r M ~ ATRiN FRtD6 8YSTi~ ~ 8 I„_____T._.,,,~.~... 7 .._..~.__.._._.~a ~o r a" I WATER METERtS} CANNOT BE RELEASED UNTIL ALL REQUIREMEN S ARi~ MET AND NCDENR I~AS ISSUEa /4Y L rw LINE
M~ ( SIQEWAI.K :aNCR~rE I coNCRE>'E ~ -~q THEIR "FINAL APPROVAL' .CALL 343-391a FOR INFORMATION. ~ :WALK SIDEWALK i aw IG T41C T It IRS f I Y N~~T[R ~'f1 11~~ ! ~ { 1 aA! k 1 6 q~~~~ C' G(~R TU1fi UI ;`~•.."'i'~' ' 9... ,.0~„RACTOR D£Sr ~S ,..T. iir.rr . ,,R Cvl"sSTR1rCTl0"1 iiE Shl~it,.. Ar , ~.r rN r'~CTGiC~ , Cis, ,,,r„ SERrrCE w<Snr,s::3.~;.i, fi•~:i r'e•%•ryi t:' Ear ~'•ri.~'+?,~`4. ••'sy 77,71
~c 1, lilt's C'9,4 Jr; ~ ~ 9 w , r. , I z" As[}[~aLT ~a~>.,", ~ ~ ANO I~9lIST PROVIDE A REDUCED PR£SSIIR£ ZON£tRP~~ £ACKFLOW PR£VENTIaN DEVICE aN TFilw DEttELOI'ER'S p . Av ~ ~ .,.......,,,,w........~,... ..i:..1..-.,3. 5,4,,: itd.A,<iSiT.4,s aEvt,Q~i >'1'•eS.a +I~a FLA'.' :.'knT.E~: :2~ .
w p TYPE "N" CLiRB 4;'v ~W I ~n/~ ~rnc rss tr7~~ SIDE aF THE WA ER METER as ~ [ a SAND CLAY _ ~ , •:e`r 1a. ALL CaMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY WATER SHALL HAVE :r m,.n.. u,•rr M,rnn wr ~ CURB
to S c7 oiuc, yea (3 d 1 r Lu ifrc n aurco caw „ z m A BACKFLOW PREVENTION HE CITY AND APPROVED BY USCFCCCHR 0 ASSE asc. easy CALL 343-3910 FOR INFORMATION.a
o x ; t I G~d 1 'IPA `;,rll'i a1", ~Y(~ rild"~,t.; w 11. BROKEN OR MISSING SIDEWALK PANELS AND CURBING SHALL' BE REPLACED. -„II
12. ALL PAVEMENT MARKINGS IN PUBLIC RIGHT OF WAYS AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND CUI_ DE SAC TYPic # MEET CITY AND/OR NCDOT STANDARDS. . TYPICAL LOT GRADING DETAIL
FROM: S0 1 -1 13. ALL SIGNS AND PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAYS ARE TO MEET MUTCD NTS
mq ,i+• r' r t MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS: M. THERE SHALL BE A TEN FEET WIDE NON-MUMCIP UTILITY: EASEMENT BEHIND ALL PUBLIC RIGHTS OF WAY. ~ m
: r r EXTEIvO EX, 95" 1.3I 15. NO DEVELOPMENT IS PROPOSED ON JOHNSTON OR i•OROVON SOILS. 16. WETLAND DELINEATION BY ECS, LTD. CORPS OF ENGINEERS WETLAND DETERMINATION IS AS INDICATED.
WITH NEW RCP INTO (2) 36" FES ,r 17. NO PORTION OF THIS PROPERTY IS IN THE 100 YEAR FLOOD PLAIN AS DESIGNATED BY FEMA.
36" RCP--MUD CONNECTION INV. 23.35 TO u n ,..+rt~ t TO r,ni Nnr NO r-Avn +'t tt 7r 5D R. a. w - 18, ALL CONSTRUCTION SHALL COMPLY WITH THE CITY OF WILMINGTON TECHNICAL STANDARDS, SUBDIVISION . .1 (IQ-RQ (f - l .Ahl D (Ill A AR. P/ L , V , T0 THIS HIC PRO E,R ~P 7YAII ND 9 nnflPl Q ul, IAi nrmiNAY.V AiCrQ ANn i:l:uA UU (`i IDL FLI„NILJ C r t \v vl , ~,,,,,t„ L Vt.V n,r L~.t u.u ,Lulu, I. ^
LVE , , ~z i 4" C~N~RETE I 19. TRASH COLLECTION WILL BE BY THr CITY OF WILMINGTON. dCRETE I CONCRETE ; aw 20. STREET AND CUL-DE-SAC CONSTRUCTION SHALL COMPLY WITH NOTES. 312&13 IN SECTION VII f {4~'( QY A E DESC IPTI N
ZE I s SIDEWALK ILK SIDEWALK ag , 1 ` vz ON PAGES 6 & 7 OF THE CITY OF WILMINGTON TECHNICAL STANDARDS. . , r s,,r ,t 1 so t 1,4t ; t I - ASPHALT A~ . •..b w~ 21. PUBLIC EASEMENT OVER PRIVATE PROPERTY TO BE MAINTAINED BY THE CITY OF WILMINGTON. wzs 1 10128105 MODIFY STORM DRAIN
ix2i DROP 28.10 INLET Mc, 4" CONC 2 x 12.0 +x05 PKW#90 010h ION RIM EL. . 28 INV. AS REQUIRED...... ,a Rim jp~~j 2" SAND CLAY 22. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT CITY OF ;WILMINGTON TRAFFIC ENGINEERING TO REQUEST ~
r zw TYPE. CURB KWO A. WOW TO MEET EX. PIPE 24" WIDE INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. I TYPE "H" CURB ~I ° 23, OWNER WILL CONTACT KAREN DIXON AT 341-7813$ TO DISCUSS STREET LIGHTING OPTIONS.
,JUNCTION ABC IasE G 24. PROJECT ADDRESS IS 740 WINDEMERE ROAD. I rur
KNOW t0PII i?KA1N1I60 GIRiffIO4 TOP 8 . J 25. STOCKPILE AREA SHALL BE SURROUNDED BY SILT F.P,.NCE AND STABILIZED WITHIN 15 DAYS OF CEASE OF ACTIVITY. SLOPES SHALL BE A MAXIMUM OF 3:1 LOCAL STREET ~ r
st" O tf 5 ii y' RETURN CH W L T 1 26. CONTRACTOR SHALL PROVIDE SILT FENCE OVER ALL PIPE OUTLETS AND DITCH CROSSINGS AS SHOWN FROM: SD 1-01 27. A LANDSCAPING PLAN SHOWING THE LOCATION OF ALL REQUIRED STREET TREES SHALL BE SUBMITTED
9K~IIIA~ PIPS ' ORIGINAL -(:ZNDI ION TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT
ohY1fW ffAINW 5f4xfm IN, 4~l9R FOR REVIEW AND APPROVAL PRIOR TO RECORDING THE FINAL PLAT. PLAN SHALL ADHERE TO SD15-17. 28. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS THE PERMITTED DRAINAGE SYSTEM.
20 IF CONT ArTnR DEVIRIS TO USE ONLY ONE CONSTRUCTION ENTRsNE HE ryn,LL 4 \ tpr,A Dr rwr •4 CONTROL IIN 1 1Vl VS\ L 1 f1 t4 L II Itl.V II Vtt L K WL I I E EROSION PLAN LV ENTRANCEV lNOT USED TO PROHIBIT UNAUTHORIZED ENTRY TO THE SITE.
KW PRO mf Mfg l9 i - ado ; r' 2x2i DROP INLET 60' R.O.W. t t f h- p
ff 90 i; Kam 6 fs,a RIM EL` 28.90 48" RCP FES UTLI~T 5' 1 . ,±f f . INV. AS REQUIRED INV. 23.35 aw 4'r EWALK 8.5t 5r t L1 PDA I F I 16.5 I W r^ p `4at~itlil#l"to Lj/ A
-sw q TO MEET EX, PIPE RIP RAP ENERGY it q1 "SIDEWALK 1k CAa I " 1 I I ?1 i tl0ei~ 6 CRf wN
NN#f(S gpm (IRS Hymf DISSIPATOR Ai 16S I n ~ t~x12 Lx92 T 2" ASPHALT : , a• ; g- +i
-s SS 90.0- Wf4 PKOFOO G IWA WAVIfY %WK zz ~ m ` o I~ TYPE "A' CURB WILMINGTON TOWNSHIP CITY OF WILMINGTON I « m tl r I 2 SAND CLAY * sm V1 MINGTON NEW HANOVER COUNTY NORTH CAROLINA
' 24~ WIDE ' to s cacasE Q ELMORE/LANCASTER • - 21" OWNER: STE DESIGNED: wzs
~.i y- INSET trArr . P.U. BOX 381 ,
STREAM CROSSING CULVERT DETAIL COLLECTOR STREET 1 NOTE: BOTH SIDES ARE 3YMMETR€CAL. 0it!#k LIT ADDRESS: WRIGHTSVILLE BEACH, ~ FROM. SD 1 _01 , BEACH, NC 28480 DRAWN: wZS
o #9015 POW (WORD ~ SCALE. 1 "---50' ff-%oIm PHONE [phone]
r<} APPROVED: JHF
100 0 U 9I+i10f~5 541<f f`~IIG~ j 100 4 . V 200
LtI 1 r N STROUD ( t DATE; 2/25/05 NEE,'RINGI P. A. JHF
0 PW -458 PROJECT NQ.: JA E S _ TEES ? JR. } T lt,20643
I~ GRAPHIC SCAL a_ IC SCALE. 1" W 100r 1 1 102-- CINEMA DRIVE ' WILMINGTON. NC 28403 SCALE: 1" 104'
DRAWING NAME F:/MASS'ER/PW-458/DGN/SKETCH2.DGN ' A (910) 815-07705 SHEE i 3 Off` 14
tanbridge.dgn 101161200610:28:07 AM
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