20020512 Ver 1_MAPS_20020404

IMPORTANT NOTE! ~ .~j r, r:4a~w ! t`rire i / ,.?Yi, /r;\\~ ! I t CULVERTS
_ NOTES: _ J" N ~ ,
~S ir-- OTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS r . .i ALL N TO 1. DATE OF TOPOGRAPHIC SURVEY NOVEMBER 14, 2001. % r r. - - r ! . " ~ ~ r r,, r , a ne , ,:',fa'r';.,. ~ a.
y BURTON LN THE RESPONSIBILITY OF ALL CONTRACTORS AND TRADES = ' ~ ~ r` ~ N COORDINATE THE INSTALLATION OF THEIR WORK WITH THE 2. LOCATIONI ~ UNDERGROUND UTIUifES IS BASED UPON r J % , . r' ~ ~ r , .z , s , , ; PEE TYPE SIZE LENGTH SLOPE UPSTRM DNS M rc r fr~ i~ a I r, -~~t,k ~ e a f ~ i , , ~ _ '?,a ~ e ' , ~ I ` ~ N0. IN. FT. X INVERT IN T
y INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND ylg8~ EVIDENCE IN THE FIELD. ADDI110NAL UTILITIES MAY r' ~ f' ~..-'%'y , r' x. t s-,ti ~ ELEV. 1
~ F TRADES. THE REQUIRMENTS OF THE DRAWINGS, GENERAL EXIST. CONTRACTORS TO NOTIFY APPROPRIATE UTIIJTY ~ ..x~'r' ni",.. ' ~ ~ 4 W SEANEW RD , i f .i' r^+..~ r SITE ~ ~ REQUIRMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. ' r -4^k ! 1 tom. ~ t.f ::r" ! ; ,5„t~,K % ik.~ j t r .sr~, " ~ i ~ 1 ~ ~ 1• RCP 30 83' 0.5 14.42 14.
~ ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES, _ ? P 1 i t
EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE , 't~;..~.,~o•,;~/~ r , ~ Z a~` 3. INDIVIDUAL TREES SHOWN ARE REGULATED TREES. " .^..,,{.'r_ ' ~f; , ci` CONTRACT DOCUMENTS FOR HIS EMPLOYEES' USE ON THE I ~ t~ ~ ~ ,~R _ ` , ,.,ar.~~ -r 5-_. _ • .tfa',~ ~ , 2 Rf~P 30 78 1.0 15.20 t4. 2
~ ~ PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED j 4. TOTAL DISTURBED AREA = 6.82 ACRES " _ t r`~ ` u•o.~ r ~ _ . a~"CCg i~ ~ ~'v. r..,L [•,v v ,7 n-f l~e~&''P. '(i0a lg 1~ ~ , ~ i - i , ' 3 RCP 30 125 0.5 t5.82 t .
D AND INSTALLED WITH THE WORK OF OTHER CONTRACTORS AND I ! , nr~ / TRADES. '°°="'S. SPOTS SHOWN NEAR CURBS ARE AT GUTTER ELEVATION. ; _ _,..,~.:;~,w, r;' ; ' r ~ fw.. ~fl.4~.~ .L ~'ihk ~ I
.r n- +rnak 4 RCP 15 84 4.3 19,36 15.2 ; , ~ r;{ j ~
' ~-r? ~s~ . ~ ~ ' j ~ - 5 RCP 15 73 0.5 19.74 19. /t , -t % ~ 9 cruc 'l^ ~ ,4aV =19.78
f ' r, ..tom ,;'::ic?~ ~,,'~1~'' I { ! fr-R;s~=v4.35 ifi . ' ~y~ t~4s:,,,,,4 ; I {p ;nv=as ~3 ® 6 ADS 15 48 0.5 19.97 19. 4
r' ~ ~,r~K,- e 7 ADS*' 15 64 0.5 20.27 t9. 7
~~W C.t ~ r ~ 1 ~ ~ j - rk / ~ H s c>?lMN~y w _ RIP-RAP OUTLET 1 ~ i r
_ - PROTECTION 1 : , , ; r i r • - i p ' ~ ! r ~ ~ s " ® 8 ADSr+ 15 65 0.5 20.05 19. 4
8~ y ~ . - i I 1 ` `!1 • ThFR HILL VALLEY - , y;. "t / ` N'~ ; 'nk w ~ ~ I i ; ~ e 9 ADS"' 15 52 0.5 20.33 20. 5 ty ~ r r'r.-\ 4,. t ~ 18 i'il?@ r~ -..-~tf~Ou~ ~ fj{.f,i" , r
~ c v J. . N i W ~ ARM D ~ ` ~ _ , _ ' ` ~n .a"- 1 r ,r',; ''~'"`5i+a~'na!{~ ~ ~ v:~/,.~' $~`~T'Gy~,~e ~'~'~~K ~ ~ ~ 10 RCP 30 67 0.5 16.15 15. 2
7 if„ 4. , f J, ' Y j : i~N r 1.1i/ 1~I~Y Fs,. " ; k : r~k. ' ~ { i~~ , m 1 .51 16.1 ~ ~ ' 11 RCP 30 73 0.5 6
A J ' t ?I ' `s tea= ~ AICQUILLAN DR _ :~,•,.y _ r ~ ~ 1' i• u•, 2 ~ ~ ~ a M r v;i ~ 'I
4.-- ~ ~ 1 ~'f ~ ~ t,` ~ ~ . `I 7 12 RCP 30 105 0.5 17.03 16.51 1 - ~ + ' ~ ~ ~ r i..!'~ 1'f g . ~~liv~ iar., ~)'k t to ..Gaj ~i dC M , ! { I j
a LOCATION MAP _ - ~:v: - _ ~ , ~ ~ ~ t ~ ~ ~ `i' "`0"' ` ~ F~ z ' ~ + , ~ ! 13 RCP 24 64 0.5 17.31 17. 3 1. , 1 ~ r CQK
~ - - ~ ~ \ 6°deay ~ (NOT ib SCALE) .'fir' , ~'Gt,~ t t - 6 FCf,i , / r t`'`•ai ..,uey A, TMIF ~ w'~.~ ~ I I, ~ i 4
9 q 1 r j / / ~ ! ti _x~A 4 8'^;~ " ~ \ L. ~ i i ` 1, 1 ~ ~ , r~,3 ( ~ ,'s.„~ i ' ~.~a .v:~. ~ RtiA~-_3, ~ 1 ~ ,E 14 RCP 18 164 ~5 18.13 17.31 1 ~ ,rte ~-~4 { i . t i!f';76s Z4"Cep ~"`ti. h., L.~ n.; l~..Ai.: `"^k ! ~#i;r\? `~i^,E ~ i ~ i
r ~ ly"P.,`2 i ~ J `~~ti'ir;.x ~ C'~d~'. h ~ A - N` ~i,~~~. ~ { / ~ ~ s ~ ~ ~~r fi,4rh'~ nt ~;r :t,«Y.~' \ t t .1 , `ice.. ~z.~~ ~ ~ "!kir ?a , :>u>t,;~,, ~ ! ~ ~ _ ; ~ ; i, 15 RCP 18 75 0.5 18.49 18.1 r "Svc, f, v,i i7F ,ts^~ r'ih~, rr~t`;' 1
aW J / , It~i ` ~ /~':;r ^.t~ti;,~y f i ;5.'. e I.'.'~ks E~:xf ' ?e• ~ ~ ~ \ ~ ~ ~ t~} ~ i? j 1 ~ , ~ ~ <~t':., ~ x ;rt ; ~ s u,K , ` ~ r 'n"G~e ~ ' 16 RCP 15 75 0"5 17.87 t7. 1
i , ~ti°~,r,- . ss 17 RCP 18 31 0.5 17.44 17.28
I l ,r ~ , t ~ 'Fire ,A ~ !Y. ~ r,, g'..,r } ~ ~'"'~'r" - ~ 18~ RCP 30 70* 0.5 14.35 14.
r ~r'~;`~i;' . ~ ~ 18'Pine 1 ~ ~ .v. ~ \ ~ \ ~ •i a
. i ~ ~ i ,'~,Fil , ~ ~ r F , V I r ~ ; ~ " \ , ,o- • ? ` ' / r ~ 1~, ~ i ! 19 RCP 30 110 0.5 14.90 14. 5 : ~ '
~ '1 r 1 ' l t. f ne - ~ e:, 1 ~"D,. / ~ 1 _ 'g R.n a' t.'.'~Nk n R Irk 1 j f k , I! ir.. ~ ~ ~ 'r 1, ~ ~ 8 20~ RCP 48 89 0.5 13.00 12 6 ~ , i
r f l , : eta:' ) : , ~ ,A;"fl' .i 1 ~ ~ ~ ' 1 as°r;;;~ i~,~ - ( PROPOSED SILT FENCE {TYP.} ~ ; ~ t ~ ` / \ t I ?P"Pine i f~ ~ ",',n^ 1{ t ~ ~`ji}r r C ' ~ f~ r / ~ 5, 4' ear ; u;~y\ I • LENGTH INCLUDES FLARED END SECTION
i E ~ ~ ~ . . N-12 CORRUGATED POLYETHYLENE PIPE BY ADS OR APPROVED EQU
E~:, ! z ~Ft; ~r;~ , f OVERFLOW ~ n'a ~;;e ; { ~ ; ~ , ?;,~~,~.t.3 CONTRACTOR TO FlELD VERIFY ASSUMED ELEVATIONS
~ - ~ ARKING ,4R ~ ~ ! , - AND NOTIFY ENGINEER OF ANY CONFLICTS. r i Vii;' I I ~ ~ I,' , r ! '
,2'~ ( I i~ ` l.'v r , ,~r..~„~k I
~ i ( ~ ~ 2 ~ t ltir~: R i ~ ' e ~ v. s~ r-v •vr.. ~ '
r' 1 f to v~;~ ~ ! , I ~ , r rL 23.85 ~ 24 ~ ~ ~ 24x00 t ~ F i ' _ _ , ~ . ` , , ~ , . t DRAINAGE STRUCTURES
r ! I t f t~ ~;G'.ion ~ u_w.._ _._.v ~ - , \ /^t i i1'7ui; d'#b - ! 1 I z3s4 23.25 ~ INV.~20.4T ; r ~ 34Tf-4" PVC~OUTLET '0°~'~~'~ ` - _ _ S ~ y tvT. .a V.fk
~ ."8 / ` 23.25 - Ri{~~.. ~ - l f i i ! ' i ~ tir~~z~ Yd ,r3',F i~~- - ~Y ` sEF D~raIL ~ i . ' \ \ ~ r,,;K ~ , , i ; < STRUCT. TYPE STRUGTURE RIM OR STRUCT.
I , F I 23,20 23.37 i'v:Kvtl" t ~ ,;.r,, s8"Gag - ~ ,~r°P?;a > NO 1 i ` ti ~ ~ r TYPE GRATE BOTTOM
1 1 k k 24.00 ~ i?n~ ~ ' ~ \ i, ! ~ 1 t N 23.95 ay' DISTU1iBANCE \ ~ ~ ~ ~,s~=, r 1. , ~ ~ ~ .'°k; I ! ~ ~.:s ELEV. ELEV.
j ! L ' ` s~ ~ ~ l t ~ r' ~ :3 r INSTA~.I. SILT, FENCE, % . - ! ~ ~ ONGE AREA S ~ / U so"er7k' i Ci k
y t r r 301.E-8 SDR-35 ,'-yf~ cn ~ a;,,,~;, ~ ~ ~ I , r F` r ~ ~ g ,T ~ wok ?2'cak / ~ a ' ~ 14.42 I BEEN {GRADED ~ , ;'4,~Iy; i ~ 1 MH 5 FT DIA 2Q.50
f I ! PVC 0 0.5;K., 'v - , ~ t r ~ , i + ~ ~ .95 V i~J ilo.. , la \ s ~ • l ~ \ ~ . - ' ~ !i;;'c~~k { ;t. 2 MH 5 FT DIA 20.50 15.20
' ° ~ ~ I ~ ~ I .ENV. 21.00 ~ ~ ~ i~ ! :I ~ ~k ` - ' , ~ _ ~ 3 MH 5 FT DIA 23.50 15.82
t ! t~~r,~~ ~.~u ~ 0 ~
{ I ~,,,~r / ' ~ IN~L~n21.30 INV.=20.941 ~ 3 ~ , ~ 1, A i dv ,i, ~'~'~w' s- :rah , ' ~ ~ ~ ~ r~ ~ 4 DI 2 X 3 FT 23.75 19"38 " : a ' fr~ ~ ~ ,
~ I ~ ~ !e,~' SX 1.5X ~ ~ 71LF-8 SDR-35 nr ~`t , a ! ! ° ~ 0 0.5X`. S"~' ~ ~'e• ~ ` 'm` ~ ~ _ ~ ~ i; ,an, , ! I - 5 YI 15 X 15 IN 23.50 9.
I , i i j ~ : is"P:na k PVC h ~ ~ • ~ , ttt ~ 1 ° n ~ I ' ! " ( I ' , 1t N ~ ,i SDR-35 PVC • ~ ` , a ,ma`r'. f° ~ ~mr ' (Jl'$. {i ~ ~ 1 i I '~,i->~ 'fi'x n°. ~rl/. N :,9K t ~ % ; ~ . .a ! ' ! 6 YI 15 X 15 IM 23.50 19.97
' `~•r i .Z ~>tr .5 1 ;;~~LASS 8 P-RAP Tom: ; s
+ ' r t f 23,50 • 24 ~ '~~.r;r ' , , ( 23.50' 2.00 ~r `;r - .n, i t } ~~,r na.~s!~ ,~`~;k ~ ~ ! s 7 YI t5 X 15 IN 23.50 20.27
. ( I ~ ~ k (SEE ARCH. PLANS FOR DETAILS PROPOSED ±a 2 i ` I R~/ Ord 1 fa'{~!:1(_~•!/. / ~ i %;h": 1 ~~~ttt 8 YI 15 X 15 IN 23.50 20.05 2i~°ci~e., t~','y w~ `•'i ~ .'.;c. r , ItE°Fae
' ' ~ ' k f -SILT FENCE ! t' ~ ~ ~ i REGARDING PROPOSED BUILDING) ~rr'~n 'I v;,~~;fi ~,r;,. ~;~.v i~ o','~, rs~.^' ~ G> f t5'f~e ~ 9 Y) 15 X 15 IN 23.50 20.33
~ ~ ~ 1 ~ ( ~ ~ ~ it i 1.5X 1.5X 23.35 r~ < ~ t INV.=21.40 \ `j r,~ ~ ~ ~ I
i i t ! ( ~ i / 23.8D i ';~,~^'l ,1.`A~ ~ I t: ' 17.50 ~ ~ ' ;,:i~ ~ MH 5 FT DIA 21.30 16.15 r - , ~ 1 1 ' I : inz ?ine - ?2 Pme i' i"-'•'
j ! 1 1 f I i ~ 14 i ia'Oo!< •~~lr `,2~"0!k a"P,~e ~~i~ 5U8MEi~fl OU~,[TS. ~:=!;r i' : '`y a•;;~°~ s~ I>' ~ t1 q 4 X 4 FT 22.50 18.51
, j i ~ ! I /~.T 23.1 23.18 ..r r , s'. - i• i" gQ""ine i;l; - ,?5"r"4.ie = !Qi ~ ~ RIP RAP OUltlrT~:~ ,~:,°e,;~. ?2"c:;: i .:'ooh r` ~u,~-;~'~~. II s~-~ k ~„i - ~ 12 MH 5 FT qA 2275 17.03 ~o. Yt PROTEGTION N01' .qua. , w~~ ! A A~: , ''2'~'n; 3 L, i
1,V. 2400 ~ 1 ! i i 1 REQUIRED. y ~m ?2'c~,e~.~f~ / ~s'Psn=, I 13 DI 2 X 3 FT 22.38 17.31
i j i ~ i ~ / 1 `,i; ~ i t ~ / / , ` f 1 ` ' ~ NOTE: REFER TO ARCH. PLANS ~ ; , ~ ~ ?0`v~k ~ 't'!,~ i :8"Gc~ ; uric ?2"~tne
I. I j { I ( ~ a~t,~k ~ ? 5 FOR DOWNSPOUT LOCATIONS \ , ` I ' F~'" ~ ` ~Vi r ~ ~ ?g pa ~~"n' i - 14 22.39 18.13 _ ~ ~ C~° ~ DI 2 X 3 FT _ 1( ' I i ~ "~I/i f8"F!fle A . 1" ?2"Oakes ~C' - ~e `a ~.~.1>/ -
I t ! ~ zaoz j ' ~ ~ 6 23.70 5 AND TIE-INS TO HEADER PIPES ~~f e ' ~ , ' ~ ° r ~ ~ ~ ~ f ! .02 23.02 ~ t ,r ~ i„T, ,1;~n.\~/f ~ ~ oak ?z"Pf e ?,I. - ! ~ ~ t5 b" . Ly'~i$ ?a'?+re ~ .2" . ~1 ~ q 2 X 3 FT 2250 18.49
I ~ f I ~ i ~ { ) 22.60 ~ ~ ~"hic9nur;a ~ ~ „ 1 i i t, ~ ~ ~r r .y f sr ~ti+cr : "Oak i,, , r a 18
i f i 1 ~ ~ air , °{h:~ i~`c>k ~ ~ . __a LET OF ,iDISfUR CE L 'tf ~,j; TEMPORARY ROCK CHECK OAM ~ I ~ t ! ~ ~ , ' ~ _ ~ 'h ~ ~ I,\~~3`~k-~~ . ! ~ ~ q 2 X 3 FT 2238 17.87 k tl,.v P 'r, nom' !~"-0. 'rre v .~,M 0"Oak ~ 1't"O.k 18 „ak i5 ,r7K t ~ • i`r,. J ,,-.may ~ 2~°a~ne fz"o;~ z , 17
j , ` i 'S ~1 ~ i y Tn ~ REMOVED ONCE AREA i 'ti ' ' ,i LL i ~ ~ ~ t t, ~ f DI 2 X 3 FT 21.76 17.44•"
i 'l 1 ~1 I ; ! i ~ 1 ) I '"t. - ~ HAS BEEN TABIL~D) , i ~i g(y~ j~'•~~ `i ' t ~ ti ~t i ~d ~.r I f~'i'il:'~0!,. 1, a}. t' '..i 7 ~F..f Z~ ~ , ~~'f: v 'v' q'b?a~nc:~af ~fi»~,;ne/;s, ;ti: ~ MH 5 FT DIA 2200 14.35 ~ '~4. ~..~~k ,t l 4ea.,. ~ ~ `12"Fide ? ~ ~I
~ ~ t ~ v ~ i~ 24.00 24.00 - t tiF,~ 'i, J ! ~ ~ ~,1 l t A ~ i 1 tt i fP".i,k l , ~ 22.60 23.4 ? Ofl. , ; V u,~ ~ ~ ~ r i r a C.. ?p"O"'k ~ {^"ioiS ` " ~ v~;, ' I`i';'tk~~ J'' CO ° 7 19 MH 5 FT DIA 2240 14.90
i ~ 1 ii / ~ '~"L~8("t , ~.~~'i . J0.%i. Q~?. 4, ~ '-t , ® OS 2 X g FT 19.00 13.00
i ~ t ~ It 1.5X / :z 1
, i, ~ •i~ ~ 4i 23.67 ~\t8'aek \ l , `i ~ V 22.80 23.70 ` ,l " ~ y ~ ~ l0'Onk ~ r ~ '~~;~,;;F f jl ,r ~ ~ ~ ~ 21 YI 15 X 15 iN 23.75 20.95 5. jy~,~ ) r i1'~9k ...x n rink f ! !2„l'`7!r ' V i ,
~ i i l 8 v ~ i. ( " ~ i , ~ i MH ~ MANHOLE
} { ~ 0000000 fi;, ~ ~ 1 ,ti ~ , 18 "vab: ; ~ ~ ~ ~ Di =DROP INLET •Y i ".~Y."p~''~ ~ '"~?ak .,fir r' M;~ T ~1'_/ t ! I. ~ x „ ' OS =OUTLET STRUCTURE
t ~ I 000000 e:. 24.00 i .i, , ~ ' Yr NYOPLAST DRAIN BASIN BY ADS .1°: I'' ;I SEE NOTE A80VE
• 34.00 f 24.00 'f, 1 t 00 00 / ~ ~ t ti 0000000 ~ 1 j "".mss-J~r•.J=..~A.~ ',.i~t,.~,,~.~~.~w ~F,r s<, cy ~;rk~,, 1 ' ' a"rrs % r, t ii
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00°$0.0 i~;"LICK r / ~ 'R-'1 OOD000~ ~ ~ , A ~ 1 ~ 1~ x40000 ~ ~ t.1 - / jf:f 4 k?G"ynL=!:u i 1'1'-:i G~tdcQ!~OSyS ;tSaw4 1 ii
' ~ m 0 0 0 0 0 ~G_ S~RUCTI ~ - ,.1 - a ~ ,a ~"~Ic~<e ~ 1 ~ 000000 ',i ~ : e, ~ 1 23.58 000000 ACE 9 I ~ , ~5 ~ ~ ~ry ~ ~ ' LEGEND "1~/' ~?r°~?9Cj^r i,S Jai, ~..Yr'L. '.fat •.7? ) ~ 'a~,., i~
'~1 1 , 23.56 ~ 000°0° - - r , t , ; , ~ 0 0 0 0 0 0 ` ~ 24.00 1 ' ~ _ ~ 4 . r t k 1 . - °~4'o t '^n1y~ ~`~,;f,, 'Jam' r7a - !
t, 1, A _ ~ PROP r n'~,,," ` ~ 23. 23.92 •1 Y . ~ t, a AODITI ~ , i , / y;,yv:0.,ria!in ,,r1~A 1 JeF . ~ y ' ~~,+c~r s,:. _ z s ~(ISTING FEATURES
~ ~ s. ~ nn t t, 1 ~ Sii~D 't+. r v.S ~ ,..,~,A.. ...1,, P'~ rf ~ J T ` 1 _ + i ' SI w LIGHT POLE
~ 23.50 ~n,, c,~i~. 24.00 _ 23.67 / CONTRACTOR SHALL R t~\ thq{,;:, t OSED tiAi.l. '~`.'\.J. ~ rr { ~ ~:Ay?~ STORM SEWERS AND S ACTOR SHALL REMOVE EXISTING . j,;+~ , ~ , ; SEWERS AND STRUCTURE ~ ~.7 ~ ! GUY ANCHOR - - UT1UlY POLE f~:~
1 23.$4 k 23.84 ryr i ' - N` r ~'4 _ __~-1sn-,,;~,,..•r` r ~ t 1 t' +i. v~ - CQ 4, ~ t , , r rX ~4 ~fngr...,. a ~ ~ ~ r.. '~r~~; r ~ . I " aECTmc TRANSFORMER : p! WATER METER
N ,1 , .J _ t ~ 4j : , _ ~ ~ ,
' ~ ' V~t.L ti ~ w ~ ~ . ~ . ~ ' ~ .t ~ ~ / I TELEPHONE PEDESTAL CLEAN-OUT
j ! ~ ' ; ~ r , ,z .23.00 ,1 ~e--l- M i- Iw M - ° SANITARY SEWER MANHOLE a DROP INLET M W: ~ - - ,y,j. r~... ..:M
i t (SEE ARCH. PLANS FOR ~ I ~ r~; 5 ~ > FlCATIONS TO EXISTING'. ~ ~ _ ~ r° STORM DRAINAGE MANHOLE "
j ~ ~ ~ t ~i i:a t i ~ .c ~ ~ t , r . , ...r , . sC, ~ , , `CHURCH BUILDINGS) a . I f 1 ~ . , , STORM DRAIN LINE sr _ ,
5X - ~ . - j I ~ 1.` ' 1.5X < CONTRACTOR TO REM ~ ~ j , R ~ ~,r, : ~ < . , I -tom' ~ Kr ~ " OVERHEAD WIRES
- ~ . ~{EXISTING PLUG dt A ; I ~ I ~r I 1 . ! { .~s i` r., , M ( ~ r~ `NEW 18 FfCI' TO EXI51~1 PEE. - ~ i 0' .e~ ~ ~ ~ 404 WETLANDS BOIMIDARY - . . . ~ , ~ Lf L f. „ v
I 4 ~ ``1 7 ! ! I .~4~ r'r`' i~~T: ~ v E 1 , ~ ~ CONTRACTOR`TO MA NG„j~ I t I ~ . ,u ~ r ~ EDGE OF WOODS ,-v\r v''rvv^rv"tip
' ' INVERT ,AND NOTIFY EEi~ j { ` ` ~ i ~ - ' i I i OF ANY CONFLIOTS. h, ~ f / ~ t. tt- ,
, s, ~ PROPOSED FEATURES
_ k v ~ , I r t y al tilt N is
I J i ,v N ..K.. ....,:~ti~ .,•~a STORM DRAIN LINE
' - SILT FENCE n fl a o -v- ;
! 23.12 ~ 23.12 ' ,k w,r~~ ;e~ j , '-`r""~ ,.4~'~7''•~~ M'..~~ c ry N, OMIT OF gSTURBANCE e ~ r` .
22.60 ` , , ,d..~v~ ~._.~,x~,...~~u.~ A.1 , n, _z~ DROP INLET
i g"`'gym > stir t , • , "t 7 t,5.~ . ' z / Vin:, ,x ~ t%` OP RTY TH T UPON INLET PROTECTION
WE HEREBY CERTIFY THAT WE ARE THE CURRI , i u, ~ ,ate ,r ` . r . ' ~ . ' 22.84 ' ~ ' 22.as ° v_..:. ' ~ , ; ~ . ° ~ RECEIPT OF AUTHORIZATION-TO-CONSTRUCT" U2E THE CURRENT OWNER OF THE PR E AND A -CONSTRUCT'" ANY CLEARING, GRADING, CONSTRUCTION OR I HEREBY CERTIFY THAT 1HIS PLAN HAS BEEN PREPARED IN o0oooooaooooaoao
I ~ DEVELOPMENT, WILL BE PERFORMED IN ACCOR LIED IN ACCORDANCE IMTH THIS PLAN AND THAT THE ACCORDANCI_ WITH THE LATEST NEW HANOVER COUNTY ORDINANCES CONSTRUC110N ENTRANCE o00000000oooooao
~ ~ ,t t~.u; ~ / 000 0 ° 0000x000 t ~-k.,`TIr'_ u,::._:_.~ APPLJCABLE ORDINANCES AND RULES OF NEW 1 a oo°°° { _ ~,~/=z:. is r~iu=22 s~ CAROLINA AND THE FEDERAL GOVERNMENT A~ lULES OF NEW HANOVER COUNTY. THE STATE OF NORTH AND STORM WATER DESIGN MANUAL,.
{ i ~ o°o°o°o°0 0°o f r~ aAf?K;i ..,•I t`,' + ,d, a , OF THIS PLAN. AS THE OWNER, WE ACCEPT }VERNMENT AND ITS AGENGES WHICH ARE HEREBY MADE PART ~ NEE ACCEPT FULL RESPONSIBIl11Y FOR THE CONSTRUCTION RIP-RAP
ti 1 l ~ ~ t 0000000000000 °o r PR~(~ED ,::M", ' AND OPERATION AND MAINTENANCE OF THE P SIGNATURE: NCE OF THE PROPOSED FACIIJTiES. WE WILL NOT ATTEMPT TO
I ' ' ~ / C STRUCTION - • , 'i 1 '2°ot z3.2s ~ TRANSFER THIS RESPONSIBILITY WITHOUT THE ' p~ITRANCE ~ , WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER PRINTED NAME AND TITLE:
• , ~ N_ , o s _ COUNTY. GRAPHIC SCALE
SIG , - f,.c NATURE: r { i , t ~ , ~ : Y' •f ~>-3~`v ~rs^ k , ~ . . u,.,. ~ .y.. ..u , ..r _ .,..::..,x , m, _ DATE: oa o 20 ao as ,so
PRINTED NAME AND i1TLE:
REGISTRATION NUMBER:
DATE: ( IN FEET )
1 inch = 4Q ft.
H AS NOTED iMLMINGTON, NC 28401 3 t IMMACULATE CONCEPTION 4
rJRB JECT MANAGER DRAWING SCALE 909 MARKET STREET RELEASED FOR DATE F S • WN BY PROJECT DATE APPROVALS DATE [phone] I P_am 12/3/01 SEAL CATHOLIC CHURCH GRADING, DRAINAGE &
APPROVED BY PROJECT NUMBER BIDDING DATE A ~~d2 Asheville, NC Columbia, SC
PER CITY, COUNTY AND US ARMY CORPS COMMENTS 5/20/02 10366.303L Engineers • Planners • Surveyors Atlanta, GA Hidcory, NC CONSTRUCTION DATE ?y { 0 Z .S 6650 CAROLINA BEACH ROAD EROSION CONTROL 2
REV. N0, DESCRIPTION DATE FILE NAME PLOT DATE Landscape Anhitects Charlotte, NC Raleigh, NC WILMINGTON, NC 28412
REVISIONS TOP02-SITE 5/22/02 Wilmington, NC RECORD DWG. DATE , ~?Q fk~
~'jnencniN~'~

IMPORTANT NOTE! NOTES: , r"' ~ r ~ ter-^r t. ` ,~i: ~ ~ t t CULVERTS
~ / sn, c 3y. ~
38 ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS 1. DATE OF TOPOGRAPHIC SURVtIf NOVEMBER 14, 2001, % - ..q~ i., ~ C7: r % }'u'~1 . i ^l., . V j":',,n I I ?A'* ~ ` ~ 1 r~ if ,~1x ~ ,`.~,e. ~i i.\\ .Y~. ;
BllRTON LN THE RESPONSIBILITY OF ALL CONTRACTORS AND TRADES 0 ~ i h ~ ~ L;' N COORDINATE THE INSTALLATION OF THEIR WORK WITH THE 2. LpCA~pN OF UNDERGROUND UTILITIES IS BASED UPON ~ . ~ ~ ,I ~ r"' s ; ~ , PIPE TYPE SIZE LENGTH SLOPE UPSIRM DN y~ - , ~ % ~ . , N0. IN. FT, X INVERT iN T
y INSTALLATION OF WORK SY ALL OTHER CONTRACTORS AND ; yl~g~ EWDENCE IN THE FlELD. ADDI110NAL UilU11ES MAY ~ , _e; ` '~I~:,; ~ 4~r,': ,~Vi( ?I { ? GILD.
~ ~ TRADES. THE REQUIRMENTS OF THE DRAWINGS, GENERAL r x.,~•~ r ~ EXIST. CONTRACTORS TO NOTIFY APPROPRIATE U11UTY ~ , 4 W SEAVIEW RD ! ~ ~ SITE ~ ~ REQUIRMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITIES' f ~ ~ , 5,:~ k r 3' ~ ~ 1 ~ ~ .
r a Y ON ALL CONTRACTORS AND TRADES. ;z~'" 5 i A o ARE EQUALL BINDING ~ `~,h, H / ~ ~ ~ 1* RCP 30 83+ 0.5 14.42 14. . w : I ~;,r Eck ( , ! A 1 d , i ,
EACH CONTRACTOR IS REOUIRED TO MAINTAIN FULL SETS OF THE ~ 3. INDIVIDUAL TREES SHOWN ARE REGULATED TREES. ~'~,;,'~`~'.1u / ~ , cs'' CONTRACT DOCUMENTS FOR HIS EMPLOYEES' USE ON THE } J„ - _ y;_~--~d ; _ 'ry"'`~t.~ _ , r i ' 2 RGP 30 78 1.0 t5.20 14. 2
~ PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COOROINATEQ 4, TOTAL DISTURBED AREA = 6.82 ACRES ~ r yr'' _ `!~",ail ' t - ; R ~ t _ - r; f,;:e ,~d ; ! % ~ 3 Rf3' 30 t25 0.5 15.82 15.
~ ~ ANO INSTALlEO WITH THE WORK OF OTHER CONTRACTORS AND I I ~ ~ :.,t,^~`` ~ i = TRADES. ~ N AT ATI r" + ''4~ y. n ~..~.R ;~i~e ` ,
~'.5. SPOTS SHOWN EAR CURBS ARE GUTTER ELEv ON, .1i ;r -d~ ~,~r v „n~, ~ % • _ - ~ : f- .,,,K t 4 RCP 15 84 4.3 19.36 t5. 2 :v
r d j • r;lhp ~ ~ ,r"~. ' I' ~7 `1. r'\ ~ :;u. ~ ~k~r i .I ~ ~ 5 RCP 15 73 0.5 19.74 19.
3 ~ ~ ~ r-•~ ~ , ' cK "7`'~'' ~ r ! Rid=21.45 ~ % , s ,t I, ~ ~ ~ r„ r~,,g ~3 ® 8 ADS 15 48 0.5 19.97 19.
r + 1, t ~Y. , r ~ rC ,;a;iv t "ji > 7.~';- : ~ ~ It ~ 7 ADS++ 15 84 0.5 20.27 19. 7
~~W a i ~ I I t .t S N S CH1M/yEy ~ ~?•..w • RIP-RAP OUIU:T ~ i ~ ,-~,r.}_.~, r _ ;2°;,~ ~~.~}~~r~: ; : i 8 ,qpS*+ 15 65 0.5 20.05 19.
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} / f i%:`, '(`7v~y ~ `vNN~ '~"!3 \ 19~. f~'6'~`iy t , it ~ 4~'~,»e F sa ynn!;n . ~.i/ ~ ~ Z~y ~'e ~ ti„~; , l i 10 RCP 30 8T 0.5 18.15 15. 2
S Ili R A ~ - _ _ ~ \ r; ~ ~ !`,a~Y r ~ k ~ ~ . ,Ili ~ .2°o,:k . t?r4 `a r„ ,L ~ I, ~ i icy) ;~-r~, 11 RCP 30 73 0.5 18.51 18.1
~ l \ ~ MCQUILLAN OR _ ~i~r'is ~ ,l 1 r"' t ~,s j , 3
iz"Oak , _ ` ~ ` i :t ~ ~ ; ~ ~ ~~'r ~ ~ ~ ~ V , 12 RCP 30 105 0.5 17.D3 16.1 ~
o LOCATION MAP Z ~ 2L °htl ~ ! , .r ,1 S)+7; 1 r r! "J~`~t S°w' ~ ~ s ~ ! I i l~i:t' ~ ~ ~ ~ z cn~ , ~ 13 RCP 24 64 0.5 17.31 i7. 3
: - me ~-t.. ~ ~ ~ ~ Y ~ T 1p c ~ y b \ ~ ~ ~nk1n~,, %-"<`.iir7k ~ ~,rlfi~",4ss. ~ t \ ~ ~ f'\' ~ I 9 y ~ ~a i
5, t ~ ` ~ ~ a~P- I ~E?+I~r. .^ss.r ~nGM1 .'y,A~,~. ~ Ii l~+!?t ~11 ' Vii, r ~".r` . i ~ , ~,,~e.. ~a~ U„ ~ it ` 14 RCP 18 184 0.5 18.13 17.1 ~ i.~;~`F ;V~:i7a ,.d.` X' ~ $ ~~rk ~ ~ ~ '~r.'.'q ! r~l °irte ~ ' ~i
r , 1F"~ A ..A I / ~ / ` 'Cl.~s ~ ~ ~,r' 'r ~v ~ v,P ?tr R n..~ ~ c n F~1 ,~;a 1 ~ + s~.` i P e~2 . ~ ~ ~ ~ t~ (f ~ ~ ~ r •1-'' I ~,Tn.~IS' it 4d.~. ,~±f^`. \ .a ~'\1` \ itrri~l i 1.`.~ ,~"o~~ ; h`~ ~ ~ ~ - ~ ; ~ 15 RCP 18 75 0.5 18.49 18.1
a f f i ,r , rx n'f.~~~H r•v'S`~ne t? °•iicR - ~~k °^e ~ \ ~ 7 ~ ~ J( tr 'v 1 ~ ~r~,~: ~ (r` ~ ~ ~'i~,. , ~.r~,~,~ ; t; o. ~ ~ I , 16 Rt3' 15 75 0.5 17.67 17. 1 1 ~ - i2"v54 :,E w ti I ri`tFae , ~ 1
" r \ S ~,.I; ~ N"Orin n~ ~ ~ ~ L:i ~ ` , 4 ~ ~ a°~~ ~ .'li; u ' ` ` ~ ~ 17 RCP 18 31 0.5 17.44++* 17.28 + r ~ ~ + ~
~ ~ ~.1f~'.~I/ f fir,, - ~ A ~ ` ~ r.,.e ~ N "3fi ~
~ f ~ 1~ ? " ~ r;;P II 18* RCP 30 70+ 0.5 14.35 14. •i
` ~ ~ 19 RCP 30 11fl 0.5 14.90 14.5 I 11 i . ~ j ~ r 1 ).~'~q, tom, '~r'+,.'~:1 ! `i
i't 1 ~ A s ~ I ' ~i 's ~ ,v \ t, ln`~: , ' ~ ~ ,li,%* ~ { } i Q 20' RCP 48 89 0.5 13.00 12
~ / i ` ~ ~ ~'ne r , ~ PROPOSED SILT FENCE IYP. ; ' ` ~ ~ I ' .C w';nv , t i ~ ~ ~ "~6K r ! ~ ~ f ~ ~ ~ l`~ ~ n"~c I * U]JGTH INCLUDES FLARm END SECnON
d 1 ^~y~n A r,J ~ '•r' i ' ~ ~r,~,. ~ 6 \ ! i ~ ~ N-12 CORRUGATED POLYETHYLENE PIPE BY ADS OR APPROVm ,0
' I 1 ~ ! I i ~ + v ' I I t ~ + i + i j~ 7 ~ i - ` ' ~ CONTRACTOR TO FlELD VERIFY ASSUMm ELEVAnONS i I OVE1~lOW •'ii'r~;.e -c } i rt!~t=2B.2.3 , ~ ~ _ ~ \ AND NOTIFY ENGINEER OF ANY CONFLICTS. _ . ~ ,x, i?RKiNG AREA 4 ' ~ , ! , . _
t ~ ~ Ili E " Y ~ t~
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l C"'~S'.i ~ a 1 ~ I 1 ~ ~ 23.85 + 24;1!0 v~ ~~:m rat' ~
' , + ~ ~ j ~ r'~ -fit ....t_..._ ~ e.: 24,QQ ~ ~ `w ! 7 ~ (r"w i1 G m o? .,4 • .lti . I r r i I ; d..4'•Ucd ~ r t. .-N_., ~ ~ ~ _ ~ v , !O JaR •4+77 `D 5 , _ ti << ~ DRAINAGE STRUCTURES _ ,
f I' ~ i 23.64 ~ ~T' 1 INV.=~2D.47 W \ ` • IO t~k'op!e 1 f ~ ~8 23.25 23.25 2 ~ ~ ; r. i` ~ 31~F-4 P1~C\OUILET ~ - -
I ( 3•°'~k I I ir„ Ini)~-r~ : ti` ti 1 SEE DETAIL \ ~~1;', ~ Y 2.20 !6lYrIt;7Ft5s~ ~ ` d ~ ~ ~ i,i. ~ ~ ~ I ! i 23.20 23.37 , 1 . si`tt~f<1u''m ? ~ `3°Ook ~ ~'r~ f I i i~','~.>rrT!::? ! LIMN' OF ' ~ j r~;k~. ~~i ~ ~ ~ ; STRUCT. TYPE STRUCTURE RIM OR STRUCT. , ~ s. , , `
j' ) ! k i 24.00 i •tlgk ~..~5. ` ` '1 ~ f t N N 23.95 + . ;r. DISTUIiBk+,NCE \ ~ ; , ~ • ~ ~ ; ` , ~ ~ ~ t i _ Na. TYPE ,,.,n~' ,~"c.~ ~ GRA -~u , ~ F \ ~ • °:gnu , , I ~ '~..,r ELEV. EU_V.
i ~ i ~ ~ ~ , i ,i ~ ~ ~ ; itl + ~ ~ t 1 ~ t ~ INSTALL SILT FENCE, ; ~ 'y' ~'tTs- s~ n J ! ~ ~ ~J ~ I i, :t d'iir ' i' I
i ~ i ' i j E 16 i 30LF-8 SDR-35 ~ ~v ~ 't , \ 2?"Ua~ 'ONCE !AREA Hi~S t ~ a ,..~.i , I'~``~,k ~ I BEEN GRADED v ~ - ~ ; r; ~ i 1 MH 5 FT DIA 20.50 14.42
~ ~ i l l r r f PVC 0 0.5~,~~ v - Ds , A 1 t i . ~ ; ' , ` ' , ~ 'r,.: % I . ~ 2 MH 5 FT dA 20.50 15.20
i 1 I j ! ~ j ~ ` ~ .4,, ,1 ~ 1 t # , ~ I` ~ i ~ r- ~ I .INV. 21.1)0' „ _ ; ~ / „k ~a. ~ s` _ ~ tom" ~ ; F? I r ,
' ~ r ! ~w ~ ~ ~ i~ ' - ~ _ _ ~ t; 3 MH 5 FT DIA 23.50 15,82 . , . _ ~ i w ~ @(i"tern -~4'~;t ,fir 'y~.R~ ~ ; 1 j Czrh ''',IL,~' I , ' ~
I INYn21.~ INV.=20.94. ~ ~ 1 ~ ! _ ;~k 1 ~ I ~ ! ~ 4 DI 2 X 3 FT 23.75 19.36
j ~ 3 ; P c I ,,n , 1.57E t.SX ; ~ ~ s~ ~ ~ _~r~ •v. A + . ~ ~ ; I ~ ~ ash;;, L f' k~ ~ ~ ~ ~ ~ i; , ! , ~ ~ ' 5 Yi 15 X 15 IN 23.50 19.74
1 1 • ~ "~~r' ,,k,,r,'*. ,Jai. ' ~J ~ 1J (n vab; ~ ~L.
I I r t ~ a 4~ r- rn ` SDR 35 PVC ~ ! r,..~ • 8 YI 15 X 15 IN 23.50 19.97 .ASS B,,RIP-RAP Erg` , i ~ ~ J
i , i 23.50`, 23.50 2 .00 ~ 24 4 ~',r*~f° ~:;ti- ' ~ cry , i `~.rn~~„il , ~ t,, ~i 7 YI 15 X 15 IN 23.50 20.27
':~"Qrti ( t ~ ; I ; ~ ~ (SEE ARCH. PLANS FOR DETAILS PROPOSED ~ t: I ir`' 1 .'l~~/f ,n"r.,, :_~v;k ,;1:~,Y" f'..I y, +4 ~:[:~i.1"Lrp:~, n„ 1?•4Yk ?3°Fi':C`t'~/i f` t• { 8 YI 15 X 15 IN 23.50 20,05 7u "InC-~. ~ ,iaF 1 ~Ju`P jp i.
t i r i f ~ ~ k 'i . • r i , ; { ? c ~ REGARDING PROPOSED BUILDING) SILT FENCE r. I ~;II,' ~ ,;;a ~ 9 Y1 15 X 15 IN 23.50 20.33
~ r ~ ~ INV.=21. t \ , ~ t` i 1,57C , 1.57r 23.35 I C , t 1~°i;~
tj 1 , j ~ 1 ~ ~ t 23.E t> i 1 e: 17.50• 1 ; ~ 7,. ,~a °In , ~ .i.~ ;~,r~ r 10 MH 5 FT DIA 21.30 18.15 i
I ~ !t?"~a:~ p 8 r I ,l r I ' 4 ` - i.. ~1 .~1fC~ . 2.4^Onk ,1 ! ~ ~ 1 8 -r+, , ' . w, 41 , one ^_°a:ne ~ r~: i2"Pine a iw' 11 ~ . ,n~ . r , 22.50 18.51 SUBME~ OU11,ET'S. ~ , :y a .;a~ ,ji/ 11 Q d 4 X 4 FT
' : ' 1 „-~k. ~ 4 'Ic"na:: ,;may 1 1 3? tea. j . ZO"First ? i'~` ,i5"Pine ' RIP-RAP OU ,ra" , /~l~ iz°~~: / ~ ~u>%,~: in- . \ i 'I~' i! h ~ 12 W 5 FT OUI 2275 17.03 ~ PROTECnON NO _s-~~;: , f ~ „l-: , ~ t2`;xre ~r L!
• ~ I \ ~ %~,5nf; 23. 23.18 ? •'t y • I 1.r.. 23J8 • ~.•~y•'•' 24.06 .e. ~ ~ ' ! ~ 5"Oak i 1 1 REQUIRED. ~ ./t,~~. ~ ~i \fI ~ '
. \ / f t I i ! ~ . NOTE: REFER TO ARCH. PLANS ~ ! ' I ~ i2~F~~„% r~ , ~ `~5'P",e; ,L,' 13 DI 2 X 3 FT 22.38 17.31 ~ ~ - I 1o t~ is'oa~ ~ 1i8'ca ss'aas< ~ t2'Pb~ ' I to"oaR ~ /Iii ~ ; ~ ;r.
~ , I I \ u, ~ ,~~,~:i r ~ ~ A f ; I ~ { ~ &"yM~- \ ? 5 FOR DOWNSPOUT LOCATIONS \ ! : ~ ti.` ~ l `i ~v/~ j J ~ ~ ~ , r-~~~ ~ 14 DI 2 X 3 FT 2239 18.13 s2'P~u I ~ ~ to"Pig ±~"oar I ~3~~;~!/ % - .
t ~ 6 5 ~s•~i~ e t j ~ ~ 23.70 AND T1E-INS TO HEADER PIPES r-' r ~ ~ I ~ ' `~J,~ 3.02 23.02 23.02 I 1, ~ ~ \ ~ ; °a. ~ k' .2 ~ ~ - _ ; ~ ~ , ~ ~ 15 d 2 X 3 FT 2250 18.48 20`Qoz ~ ~el~- 8..ae ~~.i`"F ~ ` i~;r.~l' 'I~ ~t"/t~;dp..
t f ' I I + ~,k" ~ \ may' .I 5+1 t / v ~ ~ h. ~ ~ ~ f I~ ~ I i~ t l I 22.60 + < ,,r{,( 4!.cynu;:a Tye k R rte- Q 18 22,38 17.87
t I i - 1 { 'V ~(„S..t ~ . ,..,r. la•Ook I``9ak ` t l;, a LIMIT ~tIF t?IS111R~ANCE y+;l ~s- ; , , ' '~,LL ZG°Q~ 1:"tug 18 .,K .5"(e~.. E ~ ~ :.~~~ink~ `
u TEMPORARY ROCK CHECK DAM , s' ~ ~ ` i ~ ~ ! t ~ 1 ~ ~ ~ ~ I i ~ ~1.. TO BE REMOVED ONCE AREA ~ ~ ~ 2^"?Toe ,';~~~Y z~ I 17 DI 2 X 3 FT 21J6 17.44'*' -c: d
c i I 15 14 ~ ~ i t l I; w i I i I + '1 1 I ~ ( ~ HAS ~1 TABILZED) ` l~ q ~ `T `Y ~ ` ' ° ~ 18 MH 5 F7 DIA 2200 14.35 'r. ~ , ~ 12 ~IuK r w tl
~ 4 t ~ ! 24.00 24.00 : ~ k \ f. • i I, it } i + ~ Y ` 1 C:'S,.,.iy ~ \ t ~ ~ 1 t . i,ia"^7~ ,r,~n~ ~ r~; 19 MH 5 F701A 22.40 14.90
i ~ ~ ~ i~ ~ 22:60 23.4 300 , +~v•' 1 ••-V+ ~v~. ~,.g,.n: t { ~ t S ~ k / ~~~hsscy ~ .%:'i~ Jt,~NC.~ OGy. 20 2 X 8 FT .00 13.00
r~ i l rr ~ ~ 1
1 l t ~ l s} 23.67 !~i'On:: \ , , 1 t i < ~ ' ~ ` ,1 22.80 23.70 \ ~ ~ iu"t1,k l ~ ,~h ( } f , ;a i 21 Yl 15 X 15 IN 23.75 20.95
r ~ i:. JCR ~ S ! , , MH • MANHOU:
I t i ~ ~ 0000000 ~ ~ ' f 18 i ~ ~ r-~ ~ ~ DI DROP INUIT w ~ I r`°u ~ ~ R 1-; I ! ~ OS =OUTLET STRUCTURE
: 1 1, + 000000 24,00 5 ~.j " t 1 f - ~ ` s tq r, , ; , / t,;,~,~ ~~.~r;~, ~ 11((~~.. '~"~~r j YI = NYOPLAST DRAIN BASIN BY ADS ~ ,e, ~ ,~ayj.;:,`~ d•~;nk ° m~ p ~ f ~ SEE NOTE A80VE
\ .30 ~ r f / ` 0 0 0 24.00 24.00 ~ 'r : t\ f o a o o / i' '~.:t i` 4 y/~„i } e,.l~„~'+!'*,,,Z^YC~ ~ ~":1(:~ 4i1;:a" ,N / ..P._/~!.i\.I`._04.: a,...~ ...F `t~ ` Gat1 ~ ~ A•a,d I" I i~ I
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i ! ~ 23.56 23.56 000000 9 / ,•;"r; . ~ ; ~ l + ~ ~ 000000 j ~ 24A0 ~ + 4'F«aGled~~~
~ ~ , , • ~ 23: ~ 23.92 t' `i ~q'r t~ . , • r 4 I +`a~a;:~olta 3 EXISTING FEATURES " 1 I ~
, ~ f ! ~ }:I ' ~ ~ ,`t ~ ~;,"Gc,~ r SIGN LIGHT POLE `
Si+~D CGPd^ ti w..S 23.67 •J~.n~;,..,.r,. ;S,' % ~9 ~L. t ~ y 23.50 24.00 ~dQ"" / CONTRACTOR SHAIi r: t h t ~ : - ROPOS® >n~l , STORM SEWERS ANt (TRACTOR SHALL REMOVE EXISTING , ~ , RM SEWERS AND STRUCTURE'` ~ ~ GUY ANCHOR - UnUTY POLE
: , . 23.84 1r``~ : , . r r•„ ADDITION ! ~ ,,.,,..~.~r ,1 r 23.$;4 N y ~v a ,U. ~6.~a ~ _ r F . ~n,,,x n U ~
. ~ ~ , ~ EU:cTrnC TRANSFORMER ri wATER METER ~ ~
' TELEPHONE PEDESTAL CLEAN-IXJT w ~
1 ~ ^ ' .23.00 `,t M ~w w I ~ ~ PLANS FOR v i ~ ru; SANITARY SEWER MANHOLE I~~ DROP INLET ~`TI ,
: , : ~ % r a (SEE ARCH. ~ ti t I_;,~ ! > > MODIFlCATIONS lO ElOSTING ~ ~ ~ ~ ,F~~~~ , a t-°' LL:,: STORM DRAINAGE MANHOLE~~~:;
I I ~ j ` r , ~ ~!?K+?':., t ~ CHURCH BUILDINGS) ~ , : - ~ ~ a''" i STORM DRAIN LINE s;, .
. ~ 1' t.57r CONIRAGIOR T'O REM ~ + ' ~ .5X - • - ~ r •`r• ~ ~ ~ OVERFIEAO IMRES ,
4: • n EXISTING PLUG ~ A _ ; , v 1 _ . i ~ • 1 l ; \ + ~ NEW 18• RAP TO EXIS~I PIPE. ~ ~ .,."'sa =~'t , h, 404 WETLANDS BOUNDARY
~ u t ~ 1 ~ 5,: CON CTnR, TO ~ ; ' ~ ~ 1, rl.~!„ G y G:'_1~.~ mGE OF WOODS ,~~":`r'rYr~rY~~', ,
i ~ r` 'r INVERT ;BIND N~IFY EER I " r r ~ _t.ag ' f ; r~ = T' i't ~Jf U1 'i. ~,i ICJ \ } 1 F_li I> I L. v'
r , 3,u., ~ ti. _ • t j ! OF ANY CONFLICTS. ` ' s ~ , ~ u , , 1 v, ~ i ? ~ PROPOSED FEATURES
' I I ~ j zi +R;tk ~2.Gr' i 1 ,
~ I ~ ~ • ~ , t ~ I ,M 1 l~w~ a'~j`~ ~;:Lty ltr'RC". ~ _ ! ' ~;Ik+~ , _ 1 1 ,4. ,,'S i ! - • ...Y:.,,.r . ~ ~ STORM DRAIN LINE ,.k_k~.._. _n
1 ~ ~ 1 5 C riA. L... I ~ d ~ fr yi. r , , L ~1;:~'(AR r ,"~i 7. ~ vrc>.: ~r. \s11.i~ Jv t~'1:4 % a ~ SILT FENCE a o o-~-v- 'i d'!
+ w!n.F.~ w4 r,,. I ~ i 23.12 23.12 e~r~ f~ a, w'e.,n'!?"""'et 3i' ~ ``S, , : . r ~ 5 j 7 3 GJ LIMIT OF DlS1URBANCE
I ~ t w . n'a v...h~.w.,,.~.~.~.._~.,...._. : , e , s,.~ ~ ! . y., dZOP INLET
y ~ `u a vp~~,r r ~ : r ~ ~ - • ~ / ~ ~
WE HEREBY CERTIFY THAT WE ARE THE CUI , ~ . ~ I i ~ 2'2sa . 22 os s~.._1~ , ~ ~ ? , ~ , . RECEIPT OF 'AUTHORIZATION-TO-CONSTRUt ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON INUIT PROTECnON •TO-CONSTRUCT" ANY CLEARING, GRADING, CONSTRUCTION OR I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED iN o0oooooaooooo000
1 + ! ~ DEVELOPMENT WILL 8E PERFORMED IN ACC )RMED IN ACCORDANCE WITH THIS PLAN AND THAT THE ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCES CONSTRUCTION ENTRANCE o0oooooaooooopooo
~y ' ~ I ~~,T~ ~ o°o°o°o°~°o°~°~° ~ ~~'"r~='N~y'' APPLICABLE ~ INANCES AND RULES OF NI ? RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH AND STORM WATER DESIGN MANUAL.
I ~ ' . o° °°°o° r r:;t~-22.i r'i~=2...s~ CAROLINA AND 1HE FEDERAL GOVERNMENT t 0 0 0 0 0 0 +"''i GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART ~
i OF THIS PLAN. AS THE OWNER, WE ACCEP i~ ~ O O O O O D O AND OPERATION AND MAINTENANCE OF THE ER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSIRUC110N RIP-RAT' SIGNATURE: VANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO
+ 110N ' i ;~`'~r' 2x.25 CO,~ISTRUC ~ TRANSFER 1HIS RESPONSIBILITY WITHOUT T} •1 ~ QITRANCE i t r ~ _ _ n WITHOUT THE WRITTEN AUTHORIZATION OF NEW HANOVER pRiNTED NAME AND TITLE:
. I ~ r, ~ • ~ SIGNATURE GRAPHIC SCALE
I t ~ ~ ~.w- :mot _ .n. ,.,~w_.~ F. _ DATE: ~ o so w sa teo
PRINTED NAME AND TITLE: REGISTRATION NUMBER:
DAIS: ( tx ~>;r )
1 inch = 40 ft.
pRELIlA1NARY dRA -
OA
PROJECT MANAGER DRAVANG SCAM 909 MARKET STREET RELEASED FOR DATE
MNH AS NOTED MALMINGTON, NC 26401. 3 ~c IMMACULATE CONCEPTION 4
DRAWN BY PROJECT DATE (910 762-4200 APPROVALS DATE JIB 12/3/01 SEAL CATHOLIC CHURCH GRADING, DRAINAGE &
APPROVED BY PROJECT NUMBER DICKSON BIDDING DATE Asheville. NC Columbia. SC 9742 5 40
20 S ~ PER CITY, COUNTY, AND US ARMY CORPS COMMENTS 02 10366.30.WL Engineers - Planners - SwvelpTS Atlanta, GA Hickory, NC CONSTRUCTION DATE ~ l~3D 6650 CAROLINA BEACH ROAD EROSION CONTROL 2 1%/- WILMINGTON, NC 28412
REV. NO. DESCRIPTION DATE FILE NAME PLOT DATE Landscape Architects Charlotte, NC Raleigh, NC N TOP02-SITE 5/22/02 Wllmin ton, NC RECORD DWG. DATE rr~
REVISIONS g
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, ~ ( V'~
IMPORTANT NOTE! i - - - ~ ~ NOTES: _ , _ r ~ ' r t2'Pine ' , ~ : ~ +,1 Pap ~ T-~~... `i t CULVERTS r 1 ,^ery.~ ~ ,r ~ i 1 1 ,',t{/IL°Pine ~'~r~,~~~~~'.v`ikk'~
~ ~ f .J~- ~,ss / r f/~~~%i~'FinE I~iA":-'ine - I"".~, i~ ,+,~m;~
~Y~ V-- ALL NOTES APPLY TO ALl DRAWINGS AND ALL TRADES. IT IS 1• pAh OF TOPOatAPHIC SURVEY NOVEMBER 14, 2001. ~ ; % V, .:.;e ~ ~ ~ - r° _ -t PIPE TYPE SITE LENGTH SLOPE UPSTRM DNSTRM ~ t~~:~i~a ~//~,(J' 1 i~"~'inp /:~,?I~ ~ '1~~ x~{~'+. s ~ '1 0 , i N0. IN. FT. X INVERT INVERT
euRmN w THE RESPONSIBILITY OF AIL CONTRACTORS AND TRADES TO i ~ ~ / f', " ~ 2 COORDINATE THE INSTALLATION OF THEIR WORK MATH THE 2. LOCAl10N OF UNDERGROUND UTILITIES IS BASED UPON " / ~ ; i i ~ y-'-:.'+;-.o"pine ~ ~ e`anh i i ~',;i ti ( ELEV. EIEY.
1N VISIBLE EVIDENCE IN THE FlELO. ADDITIONAL UIWTIES MAY i' i "r ~ r ~ STALLATION OF WORK BY ALL OTHER CONTRACTORS AND
~ rs ES. THE REQUIRMENTS OF THE DRAWINGS, GENERAL T. TRACTORS TO NOTIFY APPROPRIATE U1ILITY ~ ~ ~ TRAD EXIS CON ~ _ ~ ~ SITE 4 W SEANEW RD REQUIRMENTS ANO AlL ITEMS OF THE CONTRACT DOCUMENTS COMPANIES PRIOR TO ANY CONSTRUC110N ACTIVITIES. i .1 ~ ~ ~,,,f i°fk ' c = .°`,J;n / ` ~ t RCP 30 83 0.5 14.42 14.00 f fk i2°Cak ~ ~ '7 ~ ~.\IJ+=~ p , :i 1 C' t' i r • t~n~'"t la.~ , ~ " i ,x~~ ''%i;~ i?`%in~ ..`~i.,,., '"I;ine -•~"v, '2 h e / i ,
v o ARE EQUALLY BINDING ON ALl CONTRACTORS AND TRADES. f r. i ;~4, a ~ T AINTAIN FULL SETS OF THE ~ J S _ ! J ~ fc rnk %~;1y `.,~:`IG• ~ ~ ~j , t l 2 RCP 30 78 1.0 15.20 1442
EACH CONTRACTOR IS REQUIRED 0 M 3. INDIVIDUAL TREES SHOWN ARE REGULATED TREES. ! J~ ' , _ ~ ,'rv``~ ' ~ ~ _ z CONTRACT DOCUMENTS FOR HIS EMPLOYEES' USE ON THE ' r , T
m PROJECT TO ASSURE THAT ALL WORK OS PROPERLY ; 4• TOTAL DISTURBED AREA = 6.82 ACRES ;rj ~ ~ti ; ~ ~ ,,":rk ~ ~ ~ ~ ~ .A,r~ , <?-,,;np ~ '2'P.,e ~a'O~k ,~v ~ 125 0.5 1 . 3 RCP 30 , - ~ _ ~ / . , ~ ! . ' 4 RCP 15 $4 4.3 19.36 15.82
~ > COORDINATED AND INSTALLED WITH THE WORK OF OTHER , , \ ~ I ! v ~ ,c'bak `i ' ! 19.74 19.38
CONTRACTORS ANO TRADES. a.,.>5. SPOTS SHOWN NEAR CURBS ARE AT GUTTER ELEVATION, f t ~ , ` ;f ! ; v / ~ '`l. f r ~ i. I i ~ 5 RCP 15 73 0.5
( I f r dt ~ I t~~ INllil~j=iV.`. i^ v~''Y ~"j ~ L-. ~~'1 ~ ~ '~7"ock ~ ~rr 1 ; ftl±4 X24 S'i 1 ~ , 6 ADS'* 12 48 a5 19.97 19.74 . raw ~ . ~ ~ ! ;:v- ; O _.v
t~,3.:°,_.;{,~~.~.,\~•,-~! ~ ~ !2''~~ 1 ! 7 ADS•* 12 64 0.5 2x27 19.97
_ ~ .Gak z ~ ~~a /
? ~ v ^1 v ~ .y, i I l i i , , a crf ~ J^ • R~-RAP OUTLET I I I v f Y,,. ~4. ,~1 ~ r * a5 20.05 19.74 ~ ~ h .2"O~k ~ ~ s ~ 8 ADS' 1 Z 65
~ r+ tni _ - ` _ PROTECTION ~ ' i ; 't r`~ / ! ~ ~ ~ ~(i„•; :,"imk j ! ~ Ic, *s 0.5 20.33 20.05 y~`Fioe , ~ ~ I A"oak ,~rv ~ ~ j I 9 ADS 12 52
~hJf Hkt VALLEY WAUC - ~ . . . € ~ \ uNu -~ti;i, / f ~ "i, , v~~. Pine 12ar~ I~;:: ~ ~ I~ 10 RCP 30 67 a5 16.15 15.82
t~ ` ~ u4 vK. !il"(+inp s }1a(.?diQ 1 y. ~ k, • f! ~ : V • A` ~ .l 1,~,`.ti, :~"i4~F;e'~E!n~ •JI``~,'~~ ~ t ; 16.15
~ s~ ~ _ _ _ - ' ,y"Cnk. A~~ ,8""'n4 ~'Plnp 11 RCP 30 73 0.5 16.51
F .r 24"YIYIe v,; r y ` \ J'+ ~i7 ~ , ~ 11000ILLAN DR r, - - ~ S 'i ?"i~Wk ~i~' r; : s Faae ~ r, -~ti3'Gak~,,,,, ~ ; ~ 12 RCP ~ 105 0.5 17.03 16.51
Y .2 Ou~c ! \ l i ~ A I i 1 rT`!" A ~ zo°P,;e 'i al'Ikk ~ : 13 RCP 24 64 0.5 17.31 17.03 r ~ , y ~ rak -~~;~'n,~"Ffr:'jii'~,~2' s r, +
. I.OCATIQN MAP ~ - ~ , f ~i•~ j i •,n;ry + ! • ~ ~y ' ~ ~ . 18 164 0.5 18.13 17.31 ' f 1 ~ 14 RCP
C t~T ~ .Tway v~GY t 'I"iJk ~`„g."' tv ii0n ~ ~f: Sf.~ ih,. ~ , ~ i t ~ ~ ~ I l.K~F' ~ ~ tn•Cck r-'R`+" 1 It, 'v~?~{ it"i'i~ ~5t~„C'•Ork ~:NCi2'CCk ' I, 1 ' ~ rR" rY'a ~ H
f ~ ;a^~ k x ~ ; ~ a'Ga~ ;fit „~i ::Gi~, i ! 18.13 %+~oc~l ~ ~o. 2~ ,a,,~ 't~' ~°onk ; . -X i Crr," 2 e ~ ~ ~ I i 15 RCP 18 75 0.5 1&49
r 15`:~I? i4°' ~ / ~-6'Uak 'Vli J. ~ c:`~;k J. r- u.gr!k \ ~ ~ \ ~ ~ "n~ j , .~}i1-~~" ' Y,~ , / ~ ~~fi' ~+sac~ a.>u+:~~,~ ~ V , ~y~ p- ~ `.rte " l~;T.,_''_ k ~ ~ f' ~ ~ Y x ' 'iA"Gak ;5'Pme ~ RCP 15 75 0.5 17.67 17.31 p s ,,/r'~~ ~v ~ ~ ~ tA'Piy;p ' i1;i ~ E (+or fir. A,o~ ,,rid f i.i ~ + I j 16
m~ ~ 7f /11,~~' / ! S"Gsk _ ~ 11"Cray. _ 8`Crok Ii`oak~,4'r~"' ~'s,~,q ';C"~k:t ` \ \ \ K \ ~ l f 15"nine . 't;',`~- ~ , ~ \ \ 1 1 ~ i / Y, thy- i' ` \ !2`(lok ~ ,-"ti~•"~ ~ ~ ~ r \ ~`'Ir - , s'+~°" ; ; 1.., i i ~ r 17 RCP 18 31 a5 17.44*** 17.28•*'
F ' l t` rl r % .~i/ i 8"t7ok j _ ~ ~ \ ~ ~ t I~ i2"Pine \ ``y-rip, ~~y ,I in\ S"Ock j `
r r ~ /i~~ ~ ~ , . ....z ~ ,4°~ ;a I 16• RCP 30 70' a5 14.35 14.00
..y 1 r ~'~""Tire i;~~lr,,;~ "J 19"p¢,,; \ r ti•,', \ . , \ / A x-. , a'Gia{ 1. 3 k ~ ~ ` n 110 a5 14.90 14.35 j v, ~ 'r ~r+, ~ a ~ ! 19 RCP 30
~1lir i ~ , r ; A°aak ! 0.5 14.00 13.66 r\. - ~ za"P;na. -~:y f;'i, ~°caR ' ! ' 3 RCP 36 69*
r I5 :na ~ ~ ' as I / ,\li,f ~ ~ , 1 ` , ; / ~ ~ ~ , + I ! a ~ ! oN x~- Ili' ` ~°Gak 15"a;ne ti ! * tENGTH INCLU~S FLARED ENO SECiI
1 I 1 t` ~ • i~~!. -1 ~ PROPOSED SILT FENCE (TYP.) j,. f , ~ \ ~ ~ , 20"~ne ~ 'l~„~ ( ' V i6 ,,.a ~ tJ I 1 ri ~ 1v A~ A ~ A ~ ;2"oak ~ ~ / ~ ~ ~ ~ , ~ •I `i ~ ! 1~ ! N-12 CORRUGATED POLYETHYLENE PIPE BY ADS OR APPROVED EQU
l t ~ ~ r ~ I' I ~ 11 12'a~k , 1 t.,~, ` / ~ ?~"a;~ . ~ T r 1R.tne ~ ~ 1 r ;rr q \ ~ t2"^wk ( ~ ' r ~ !~,~k'~e ~ ! ! ~ ;r;v=zc.~s ~ (~NTRACTI3R TO FTEI.D VERIFY ASSUf~IEO ELEYAl10NS
~ "P'sse , I;r ; w i. ~ ~ ~ ; , u + , , . AND NOTIFY ENGINEER OF ANY CONFLICTS, KING AREA ° , ~ ;
V r i + I I ~ 24"Pin ~~y ~ ~r~ purr , ~wF~k' t ~ / v r,, ~ ; ~ \ 1 / I~' ~ ~ ~ ~ ~ ~ ~ t ~ ~ + t ~ ~ ?;~2"Cj'd; ~ it
~ \ ~ ,n"C~' ~ ~ 1 } J. t, ~ ~ ~/11v9"~~ + iii
( , ( ~ I , f f ~ `~~".i.~'0 `~`'~it ~`b}~;,.,~`t' ?tl~^k ;~Jq i li i \ ~
r ~ i ~ Y~( , 24;00 ` - \ ,}apt ` r~ !r , ( ~ f ~ ~ ~ ,-rN 23.85 ~ 24 11 ` ~ \ i ~ \ 1 ~>Li(!4 ~ , y"g . r' , ~ ~ ~°~,r~~,~:. 'I;; ~ t DRAINAGE STRUCTURES
. ( i w r Ir'~,k t 23.6a / INV.=20.47 ~ ~ ~ -4" PVC? OUTLET '°"~'oaia ~ r- -
' r ~ ~ 23.25 ,oo ~ 1 ~ 34LF v I t ' 8 f 23.25 - ~ <ot ;q NIM +'~^`,C`r"~,'"~~ 1 \ ~ ~ ? Ira'Rlr~)=~ 5 - \ QSEE DETAIL) \ 1 ~ ; ~ , ~ " ~ ' ~ RIM OR S1TtUCT. u ~ 1 I" y ; ` ~ 15 "nk~,. '~,u ~ ~ f ' _ SIRUCT" TYPE STRUCTURE I A V \ - ~ i • r i \ w ~ - N0. TYPE GRATE BOTTOM
( I l,ak 220 iN'~A~;Plints, nc. 1 .,r i A iif"Gak ~ 1 -V ~ 'V!2'pr,2 ~ I I I ( ~ 23.2b 23.37 ±NY"v?JTa=t5.. ' 11i,,1T ~ LIMIT OF ~ ` ~ ~1 ti ~ I % ti \ ~ ! I ~ ~ + ELEV. ELEV.
i ~ . >K 24.00 _ G~ ,~r~ ~STUii6~1NCE \ ' ~ ~ i f ~ , ! ! N N ~ 23.95 ~ _ ~ \ i `s e ~ ~ / INSTALL SILTI~FENCE, ~ ~ r I
~ ~ ~ k > ! 1 i ~ it sr.~ , y' ` •,y ` 'AREA HAS ~ . ~ - 1 z4"oak ~ Wes; \ r 'i ~ ! ~ 1 MH 5 FT DIA 20.50 14.42 ~ ,z"Girok 1 ; ~ j i BEEPI 'GRADED i ,i ~ ?5"Gr.'k t ~1 i ~ ~ \
( ~ I t 16 a r~ ~ I t \ \ , ~ ` , 4 ~ 2 MH 5 FT DIA 20.50 15.20
t 1 ( , 1 • PVC 0 0.5~{~ ~ .100 ,n ~ . ` ,1 ~ , ( i ~ ~ ~ I ..i ~ P 10. ~ I i i r 1 1 ( 1 ~s.9s .t ~ NV.=21.00`• ~ \ ~ ' 1 f / ~ 11 Conk v.~~M ~ ~ ~ ~ , ! i ' 15.82
: ~ ~x 'a":Tab. _ _ . i j ' ~ ~ 3 MH 5 FT DIA 23.50
i ~~fri1v ' I ' 1N~1.=21.30' INV.=2a94', ° 3 v , ~ ~ ! a. ,a , , J ( ( i ~ ~ 4 01 2 X 3 FT 23.75 19.38
I I I 6 ~1LF r ~ 1 I~ , ~-,n" ~ ~ ' + ! ~ 23.50 19.74 Cre~r} ~ J ~ ( 5 YI 15 X 15 IN
j ~ ~ ~ f I I 1.5x 1.5X r ~ \ . sir. e ~ v, 1t r PVC o asx ~ ~ \ ~ , . , I , ' I I ~ 24"Finn k ~ • t.°~"C7Gn \ ~?.`,~j- ~ I I ( + `ice ~ , ~5 \ i' Oak ~ ' / "a~ i (I 19.97
/ t K ' v (`/..'Oak 1 ° 1 ~ ,'~k ,r" ~ , ~ ~ YI 15 X 15 IN 23.50 ~ ~ ~a har ~ iA G~s 1 I i t 8
' ~ N ~ ;CLASS 8 -RAP w : f i i V 20.27 • a. , . 2C wk a .4 ~ , ~ i 7 YI 15 X 15 W 2350 J
I ~ I I ~ I ~ ~ ~ 3.50' 23.50 2 .00 ~ '-s~~ ~ . ~ I + i 24"Pine`J~/,~ ;i f .~~-a , v ti ,s,~ ~ ~ ~ nk~~~-,2"Pine ~ +I ~e'Y. ,,~r~r ~~ly,,to`Cum " ~ I i ~ 23.50 20.05 fi~~ ~ P' l i i -O n, : ~ 8 YI 15 X 15 Ml
i ~ / y ~ ~ ~ \ . " i I i ! ~ ' K PROPOSED s Oae v, ~ I. t f I I i I J x (SEE ARCH. PLANS FOR DETA~S `~Y` ? 1?°Ock h ':3 ~,e~:••/ \ ak 1 ";/tA"Pine I ; 20"Pans' i ` j ~ A'~a;nn!in7('y~. G'Muynal~ /jl\~ y ine ,~?-~j ~~4`"N~ , Ii 23.5D 20.33 r.np , ~1 ~ ~u i. \ 9 YI 15 X 15 IN
• ~ ~ ~ I SILT FENCE \ ~ r:.I , 1 n REGARDING PROPOSED BUILDING) V ' , t ; ( , st ~'i~ y.,h +?°va ~ ,,d•+,~e ~jl'/(' 15bire l? i `•V ~r , , , a 18.15
i t 1 ' I i / / 1 ~ ~ ~ ~ , J i / / 1 23,35 ~ INV.=21.40'.. r + ? - I ~ !~j / 1 i 1~ 1 l 1 j 1.5x t 1.5x I 1 , f't , I J + %i~' "?.k rho`,:,;, r~'ouk •Q,, ;r" ,ti+,- " - 10 MH 5 FT DIA 21.30 7G"Pure .`;I%; ..,,.y ,c Gak ~r,`iu/i,-. ~ ;I ' l /I~`• J ?5"Pyle ( ;I
1 ~ ~ : \ 1 t'b 17.5a ' f r ~ 1 ~ \ 2J.s0 ~ . 1 I } i 1 f~!""ine /i11~ i "P!ne i:`r'p ~ ~!~I~~ 'fnc,~• ~"'t2'Pix 11 4 2250 16.51 /t'Pine SU8f1iEi~(~ OU,~fl~i'S. _ ~ /i;~p Abc~. ~•I/~ •<i
r I 12`Oak ~~f \ 24 oak V i r ~ , ~ I \ r - \ h~ 1! I ~ ~ 4 +a'ook . ,-tea t 1 1 RIP-RAP OU f,;'~ 2;"Pn' .2""vaR 15""uak ' i' i i \t5'Pne ~ a1 I~ ~y~ /y~ 17 `~''!t~\!l".10k .il d~ik / /j/I~" i ~ ~ 1L ~ ~ f1 M1A if.7J .W ti. ~ CA 4•i
. oaR ,5,. PROTECTION NO'F _~v \ / ~ ; / ~ I:J; ~ ~k zl g _ ; . ~ 3 FT 22.36 17.31
I ~ r•. 23.t8 ~ i •'s' \ ~ 1 \ s2tin~„/ 1 ~ , _ ,5 -u^ 1 ui I 13 DI 2 X
' , Y. i 1 " , , C i ~ l i ~ 1 E i I f ~ f ' ~ NOTE. REFER TO ARCH. PLANS -r;',_,1 i 1 ; . ~ ~ 10"Od~ ` ~ 18'Od+ - fSOdc ,2`Pre .t1 i p I 1 k / ~.I ~e"r;~e 14 DI 2 X 3 FT 22.39 18.13
I , \ G, ; FOR DOWNSPOUT LOCATIONS \ : i i " ~ f ~ I ~ I e• \ 5 5 PIPES as°=Vne L ~ \ ~ a~'a.~ ~ , 15 p 2 X 3 FT 2250 18.49
- , 6 AND TIE-INS TO HEADER > `;,~°r,}~ h ( I I t 3.02 23.02 • 4,:; \ , Y , \ i 'h. , 20'Oak ~~0 t8"Pa+e 142' 15.- ~ ~t\ /!l > ~ ~,4; ~.~~4 Jck ~ / ~ ~ Q 16 DL 2 X 3 FT 22.38 17.67
I ! ~ I I ; ~ I: ~ 22.80 .`~t'ucyntia 99^Lt ~iF ',tfi• ~ ~"~k. t t ~ ! ~ S5•iF,k t5^;,~ 115 Cak , ! ~ ` \ : 3~ h°x~" ~ , qtr. ~ ~ ( 1 r, ~ fi". ,2°i~c9 1-','J'Gc< ;5"0+;r, ~ 4'Pi.^.e ~ 12~{1dr~ V
LIMIT OF IS C~ Jck ` 12°::a~-`' _ h 17 01 2 X 3 FT 21.76 17.44•••
, i ~ I Raa~ 1DAMf ~ ; I ~ I I ' ~ , I ~ , 4 !~;vjt'i' anaa.?~c ~ 4;ungn~:;m ~ ~ 18 TIN 5 FT DU 2200 14.35 `,v \ 1 UA', J lA°Pk!e I, `2 I N I i
~ a 24.00 24.00 ~ .i ~ ' ~ , . f ` ~ ti~~~ • ~ . ~ 12 Pine { 14.90 j',r, 19 MH 5 FT OU 2240
7 22.60 23. 44 ~ Vie, rp ,v ~U?ac' pox i; ` "rh'x ~ r~~ ~ I c! ~ - ~ " 20 2 X 4 FT 19.00 14.00
i , ~ ! r\ Top.=.s. ' b + I1 \ j/ 8 ~ ~ ~ i „
1 1 \ ,:x . y~ ~ % ~ ~ ! 21 X 15 IN 23.75 20.95 ' Y IL"Gaf: ~ ~j~. y. l 'C ~ .,,.?a::. i~.s~~~' .TA ! ~ 11 1J , . r. A ~ 1M,' R I I !I U O
I• , ~ 22.80 23.70 \ \ \ \ i, \ `r ~x~ 1 i Gak j ~ O;k ~ '.1"(iak ~ { .i..~ , I ; MH ~ MANHOLE
' , a"C~nk ! ~"crok ~ 1 I 7 % w , ~ ; ~ ; t i s ~ DI =DROP 91LET ~ 18 ' / i ~'Cr~k w rr I ~ ~ 1 r_ i.,. ~ ;i 7~, OS = OUTLET STRUCTURE
4 ' 4 0 ~ ~ ~n - ~ !c r,k • ; ! 111 s NYOPLAST DRAIN BASIN BY ADS
s % { `I ~ ~ ooaooo ~ r•. 2x.00 ~ ~ A > 0 000 .N 1 . j ~ ~ } , , } oo .30 ,4 ~ 1 / `-i„ i"'qas +~-j`"i A"Oak a ~ i~ ~ s SEE NOTE ABOVE / ~.,t~,, J~,.".rt.e:'~.~.1~_h..,~.'LJ~/~.ty'..:'\.~~ n i ,y<.va~ ,~r~- ,..1 ~ w
t 0 0 4 24,00 \ - / ,1 ; r \ o°o°ooooo W j .;•r '~"ur;Glr~ia • , ` ~ ,i -,,aka •1 P',) A'Oak ~ li ~~P ! ~ wait Ouulrr sF~rlanl . , ~ I
~1 .e ~ t w ynv
• Ty p 1 \ ` 1~ 0000000 P k ~ ~ ~'r b`hicae \ \ - ' . - 4 % Vin! ~ t`!~'KNe ' 1' , . ~~~,~~e r , lI, c:~: ~ I LEGEND
~ A o 0 0 0 0 ' STkUCII r ~ ' ~ a1 P \ '1 , ~ 000000 .~,ha~iY t •f 000000 9 ~ ^ 1,"~,,; d . { ° 1 /~'k;u'~r;dra7' ~C-,' 8°Dvk J r - II
23.56 23.5b o 00 0 0 0 ; ~ It - ` ~ 24.00 '1 T' d~ ? ° r ~ 000000 V ^ C •V,A" ~•4^~,k'B , f : ti ~ ;aa:n ~ , ! EXISTING FEATURES / ~ 4,kzgnria
23. j ~ 23.92 / \ ~ . / _ i A l i- ~ 1 I ,i SIGN LIGHT POLE 4~
~;ai; I! SHEl CGtkC, I - 24.00 23.67 ,.,,,,~..4 CONTRAt:TOR SHE ,1 \ 23.50 , . ~ t - - Sr,~.e "..jv~,, SEWERS A ONIRACTOR SHALL REMOVE EXISTING ~r ~ ~~u G°` ~ ` ~ ~ c-- UTILITY POLE
• 1 _ ~ ~ PROPOSED unris STORM ` ; I fr;- ~6vK<~,~~• ADDITION ~..,es;.,..~;r'~ r -r 4, TAI SEWERS AND S1RUCIURE~ 'r , w~' - ~ ' _ i GUY ANCHOR , , vac~n • ~ i
1 l 23 ~ k 2384 4 , Ste'. , : ` ` i f O'~1C, I r - ;a: ` ` r.. 1 ~ 'F ~ ' - ~ °'`9"n'~n ~ ~ ~ ' ~ f' `°r ~ ELECTRIC TRANSFORMER WATER METER yrj . ' w , u;-; r ,
, 1 ~/{S S ~1, ~ I ^/1 x r~ ~ ~ `l1~=i5./c , A ~ _ _ 'lea 1 ~ ~ ~ .a' !"f ~ ` JCl '~l .r~, ~ ,~rEi„Elt`.?~44a ° \ f , ! 1 " e ~ CLEAN-OUT _ ; ~ ,Y,~~ iElEPI10NE PEDESTAL oa.rel.rer ~ , + M r`rrirar ' - , '
'i S k a f r. fT'Yl, WEB! _ _M/ SA~NTARY SEWER MANHOLE DROP INLET ? ; 1r
4 ` - i' ;r(SEE ARCH. PLANS FOR 23'00 , 2 r r ~ ~ eG STORM DRAINAGE MANHIXE ~ n
' i I ~ ~ - ' CT ; > ' `'MODIFICATIONS TO EXISTING r _i n , ..a.r~p=~w. , i - t ~•tl~ I .v ' r 'PAR t i , r ,,,411 P f ~ ~+-.a.~ oVIWINGS ; *r /v , • ~ ~ yam. STORM DRAIN LINE , .r "
~ ~t~ ~ ~~Klr;, s, ''t~IURGi ) - I 1 YN ~ >W-`f ~i.~y4'Vf,:r ,d 1 1. ~ ! ~ 11w 2 3,~x,wr ~;-r I OVERFIEAD Y6RES
i 15x TRACTOR TO REM ' ~ ~;vv=af.4 `a I 404 WETLANDS BOUNDARY • • - . .
I ~ ~ EXISIMIG PLUG d: A - ' I , ( i ~ • ~ `--x F 'r''' sJJ.I~ ~-f ~ mot! ~ I ~'d PEE. l.u. i ~ ,`r: , \ \
i ~ l ` 1 ~ NEW 18 RCP TO Elp ' \ ,r - `y CONTRACrTOR~m MA STINGrI,. "y, : , 1 , f.i~; t RIM=2L,o9 -~a,ir' ~ a:; 4~': EDGE OF WOODS rem-v^rvo~v~rv,lr"~ iielS ~ .,v RIhA 25..,_ a.,,,,.,• § y , i'ii',J`i' j~fkiS!{fl'•I,a .:":f-l;.'i: _:;,R,~.4,:.
I ~ I i, 1 ~ WVERT D ~~u' ~ i~~ ~ I ~ .c- ;n'-rr~i`,:a ' . , r I ~ I n cnz OF ANY CON TS. ~ ,J; •I ti~ ~ < z., . ~ _ . ~ .hw _ I ' PROPOSED FEATURES i
~'s, ~ s ' ~ I L„'„I S i G , ,.I..G„ 4,' ,~A.~ 1 3 9
I _ I ~ 1, 1 ~yJ ,7.<9 ~ , ~ i .iy, ' ~ , , ~ ~ ":.}iT C? ,:iV-,q 91~~...1_ -`{.,.x :1PV "~+~j,~ ,G., ,w.... .,~2.> ~e'.1 ~ r- 4..:,:.:~~e.~-:.~ .~a..~. _,...T:,_.« sroRM DRAIN ul~
i ~ ' ~ I\;i .tnn .g RCPT b rc~i , ~ E.a 1 RiM' ~JJ ' / z I ~ ~a P~ w~ , I ` `-~'n ~ r\; s ~l ~ , o~ is-, , + ~x; a. ! t,~ii ~v ~t% SILT FENCE ii
^1 ' 'Tit, m+s>-= ~j `-IhV(,rvjxty.",f? '^~~..~Crs ' C' OMIT OF DISTURBANCE
, t 23.12 23.12 , ~ ~ ~ !14!'",+TJ ;"'I*.." - i : : i t ~ i t NR ~ ~~.n , " a. ~ " ~ ~..:.,~,,~,~,..w...a... , ~ DROP INLET
. w4 - , „ -rr- X91 ' r1VV - ! ~ 22.80 sn -"..1, / r\ a I ~ ' 7, 1 INLET PROTECTION
. } ! r~ ~"_r ~ J % ~~'F,~, HEREBY CERTIFY THAT WE ARE THE t WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON
i ~ ~fr ~ ' _ s. - ~ "AUTH ZATION-TO-CONSTF ' ~ ~ 2.sa 22.06 • _ ` ^.r RECEIPT OF ORI G CONSTRUCTION OR I HER®Y q:RT1FY 1HAT THIS PLAN HAS BEEN PREPARED IN °o°o°o°o°o°o°o°o !IV-TO-CONSTRUCT" ANY CLEARING, GRADIN , ACCORDANCE WITH THE IATEST NEW HANOVER COUNTY ORDINANCES CONSTRUCTION ENTRANCE oaoooooooooQOOOO°
! ~ r r . , 04 ~ ~ ~v/ \ rr~ DEVELOPMENT, HALL BE PERFORMED IN AI ?FORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE
~,.fi,R~ 7 / °°°°OO°°°o0°°°°° ' , APPLICABLE ORDINANCES AND RULES ~ i ~ , i ,c•,• ~ o° 0000000 ~ ~ ~;~.r al;~ =2z.sa CAROLINA AND THE FEDERAL GOV'ERNME~ J ~ 00 00000 00000 i ) "i't=%L.iC 1ND RULES ~ NEW HANOVER COUNTY, THE STATE OF NORTH AND STORM WATER DESIGN MANUAI. 4L GOVERNMENT AND 115 AGENgES WHICH ARE HEREBY MADE PART ~P_RAp
I 1 ' ~ ooo°ooooo °oo ~~AI'=~ !'ARKI~IC, _ ,.+~~.1~:~.. fix, ° ° ° ° ° ° r Y"~ OF THIS PLAN. AS THE OVIMER, WE ACC WNER, WE ACCEPT FULL RESPONSIBIIJTY FOR THE CONSTRUC110N SIGNATURE: ~ 'I"~
'I + ~ o°ooooo°o°ooo ° ~ AND OPERATION AND MAINTENANCE OF T . ~ ~ 7 ~"RUCnON TENANCE OF THE PROPOSED FAgiJiIES. WE WILL NOT ATTEMPT TO
I I 1 i ~ ~ TRANSFER THIS RESPONSIBILITY TROUT ~ ~ r ` ~ 23.25 t ~ITRANCE , r x . TY THOUT THE ITTEN AUTHORIZATION OF NEW HANOVER P r?'~ ~ r ILJ iI~R PRINTED NAME AND 11TLE: ra GRAPHIC SCALE
I b ~ ~ , ~ _ COUNTY. ~ ~ ` I k. , _ . I - I i ~ 3~MIV ;~'~4s,~,.,~ ,~~~,,•~~i, SIGNATURE: I
. . . . I I I ^ o ~ j ~ ~"~'-T`r ~ sty r,~ DATE: ~ w o ~a ~ ~ 160
~N.. .~w~.,.~.,.,. v ~ ~ - - . PRINTED NAME AND 11TLE c. ~ REpS1RA110N NUMBER: ~
DATE: 2 ~ • 2 ,Z- Y" (IN FEET ) 1 inch = 40 PL
r, +~i._
-
T MANAGER DRAWING SCALE 909 MARKET STREET RELEASED FOR DATE d PROJECT IMMACULATE CONCEPTION GRADING, DRAINAGE & 4
NNH AS NOTED W~NGTON, NC 28401
DRAWN BY PROJECT DATE 910) 782-4200 APPROVALS DATE _AftkWK Jib 12/3/01 SEAL DATE j • j , CATHOLIC CHURCH
APPROVED BY PROJECT NUMRER Asheville. NC Columbia. SC s T
10366.30.WL Engineers • Planners • Swwyars Atlanta GA Hickory. NC CONSTRUCTION DATE 6650 M NGTON; rvcEA2s412oAD EROSION CONTROL 12
DATE FILE NAME PLOT DATE Landscape Architects Charlotte, NC Raleigh. NC REV. NO. DESCRIPTION
REVISIONS TOP02-SITE 3/19/02 Wilmington. NC RECORD DWG. DATE ~ e`

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r I UI ' ~ 1 i' ' r j r I / _ 9 ~ REGARDING PROPOSED B LDING) ~ r=' ~ .1 i , r~-~- " ' ~ I ~ ~ ' - ~ , ~ r" COORDINATE THE INSTALLATION OF THEIR WORK WITH THE ; , ~ AREA OF IMPACT - 0.030 Ac. , ~ ~ ~
INSTALLATION OF WORK BY ALL OTHER CONTRACTORS AND ~ 1 ` 1' ~ ~ ' s ~Z TH R IRM NT OF THE DRAWINGS GENERAL I \ i N~ $ II TRADES E EOU E S
c . r,.$~ ~ 4 ~ ~ REQUIRMENTS AND ALL ITEMS OF THE CONTRACT DOCUMENTS
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t• t ~ . y ' ,t , 1 1 t r i ! ! \ 1 -.,1 r~~., ~ 1 ~ i ~ ilk; CONIRACT DOCUMENTS FOR HIS EMPLOYEES' USE ON THE
~ ~ ~ 1- , ~ t2 ~`t i PRO,~CT TO ASSURE THAT ALL WORK OS PROPERLY \ \
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SH A
JECT MANA kPR GER DRANANG SCALE RELEASED FOR DATE H AS NOTED 909 MARKET STREET
wN eY PROJECT oATE ph WK IWLtwIINGTON. NC 28401 APPROVALS [phone] S~A~ juj IMMACULATE CONCEPTION [712 VsI
12/3/01 S CATHOLIC CHURCH WETLAND DISTURBANCE MAP
BIDDING ¦ APPROVED BY PROJECT NUMBER - WDICKSON i i 742 Asheville. NC Columbia. SC :9 , A I D =
10366.30.WL . A . " + 0 . Engineers Planners Surveyors Atlanta. GA Hldc . NC CONSTRUCTION . . ' ~ 6650 CAROLINA BEACH ROAD WILMINGTON, NC 28412
REV. NO. OESCRIPiION DAIS FILE NAME PLOT DATE Landscape Amchttects Charlotte, NC RoleiglT, NC N, c ~ . ti REVISIONS TOP02-SITE 3/19/02 Wilmington. NC RECORD DWG ChOLAS MPS` ,