Loading...
HomeMy WebLinkAbout20090189 Ver 1_More Info Received_20100201Dc? -0189 C The Curry Engineering Group, PLLC LETTER OF TRANSMITTAL To: Ms. Annette Lucas 401 Oversight/Permitting Unit NCDENR Raleigh Office 2321 Crabtree Blvd., Suite 250 Raleigh, NC 27699-1650 Phone: 919-715-0425 I Overnight No Yes X We are sending you the following: ? EC Plans X Prints/Plans ? Contracts ? Permit Applications These are transmitted as checked below: ? For Approval ? As Discussed ? For Review and Comment Job No. Z-2007-016 Job Name: Autumn Care of Fayetteville Fayetteville, NC Date: 01/29/10 Sent By. Don Curry, PE ? Construction Plat ? Site Plan Drawings ? Site Work Calculations ? ? For Your File ? As Requested ? For Your Signature, then return to: Copies Date Description 1 January 29, 2010 Revised Autumn Care of Fayetteville - New Footprint 10) -`g 2010 tlyETII?IDS AND STOR?ATEIteRAN Remarks Enclosed is an updated C-05 for Autumn Care of Fayetteville per our discussion this week. Please contact me with any Questions. Thanks, Don Copies To: file The Curry Engineering Group, PLLC PO Box 2018 133 Spring Ave. Fuquay-Varina, NC 27526 doneurry(ci?c?u? ryes ;ineerinz?*,ruup.co?n ? Computer Disk ? For Your Use Don Curry, PE 919.552.0849(0) 919.552.2043 (F) 919.880.9857 (C) µww.curryen?neenn?;t,roup.corn ~ ~ ~ \ ~ , °W 1 o \ 223.10 223.10 e z ~ ~ s PROPOSED STORM DRNN LINE ( ~ 2z _ PROPOSED CURB INLET (CQ I r ~ \ ` w Z J L! ® ~ ~ ~ Q J Z U Q uiou PROPOSED 2'x3' INLET 223.25 ~ PROPOSED FLARED END U FFE SECTION (FES) / ~ I ~ FFE-223.25 ~ ~ e a ~ ~ i ~ ~ ~ ~ 223 ~ ~ --182- EXISTING CONTOUR ; ~ ~ ~ a n~ ~ s ~ PROPOSED. CONTOUR ~ A : 222.95 ~ ( ;223.20 178 ~ ~ I / ~ I 1 z4.5o PROPOSED SPOT ~ I \ ELEVATION ~ ~ , I I . ~ ' . n: ~ ~ °o ~ N 4 ® O 0 n - LIP ~ ~ I ~ 1 ~ = SPILL. H w ~ 2~. ~ ~ .O ~ ~I ' 7C 222.85 `l 4 CONC RIP-RAP OUTLET PROTECTION ~ FLUME (TYR) TC 222.46 ~ TC 223.40 223.40 ~ \ ` ~ a ~ . u N 22252 1 / ~ C7 ~ , r ~ ~ _ TC 223.Ob ` ~ e N/ ~ ~ ~ c- c c c c ~ . TC~..223.30 , Diu o " I ~ w ,hr w \ ~ ~ c W W W - E ° a o TC 223.00 ~ ~ w z . . ~ 222.55 ~ %!'INSTALL CUR 1 ~ ~ TC 222.50 ~ e M? v N M~ N m a~ LL CURB C 222.58 ~ 222 M? u E; FLUSH, WITH 'ITC 2 5 i, WITH 222.2 5 C 222.65 ~ j ~ ~ ~ ~ 222 TC 222.50 PAVEMENT,,, vIENT,, ~ 222.90 I ! 0 1.99 y~ ~ TC 222.6 ~ y, v ~ ~s ~ 222.52 ~ " b` ' ~ ~ ~ F N 3 ~ b ~ \ ~a + 1 12" FES ~ I ~ w..._u . C9 r 222.50 222.00 c N P 222.50 - a22so 12" RCP 1 ~ INV.=217.9 as A N `-43 LF -43 LF ®0.30 82" LRCP 4' CONC ~ 45 LF ~ ~ N i 12" RCP LY; I )2" RCP sa 221.27' ®0.30% i 12" RCP ®0.30 ~ FLUME (TYP. r! CS f ®0.30 ~ ~ ~ e ' ®0.30 2 4 CONC ~ ? ~ , ~ f i ~o ® ~ i~ \ ca FLUME (TYP.) I 1 JJ d, ~ a r ~ ~ / \ i ~ ' TC 221.25 i ` ~ ~ a I " ( W ~ ~ ~ ° 12" FRCP d.30% ~ - ~ ~ 15" FES \ f r ~ ~ INV.=217.75 r - / I 222.50 ~ C 2 222.50 ~ f I ' °I ~ ~ I \ ,`L TC" 222.33 V o ~ r N ' ( 222 ~ 15" FES.. s Q ~ p o / _ I}v Y. < 'i ~ / i I ~i ~ 3 b, ~ ~ 21 INV. 213 ~ 9 t.. I z. ~ , o ~ / ° zzz, o ~ ~ 222.14 11 72 LF 3_ Q` ~ 15" RCP ~ ~ `~`F', V O ' ~ L'. ~ ~ ®0.30 r,- 'f \ ~~,e l~ ~ ~ TC .222.10 TC 20.94 222.50 I " 't ~ ~ 4, ; I , ~ I 22200 I i": ~ . Y ~ 222.80 222.14 2ja f C 22 A8 I ~ ~.Y; I 1 - • ~ f ~ i TC 221.86 ~ i. ; , 221.77 - E _ i 4' LONG W- N N Y 222.50 'i _ . ° „ q TC 222.26 ~ ~ ~ FLUME P. I _ ~ , ( ) N p i ' , E. "222.83 21.85 222.50 ~ ~ ~ ~ ~ ~ I ! C 221. 7 - " ~ i` ~ .i. . N ~ .n g N nr A ea ~ / ' `222.05 ~ ~ e 12 r FES n ° , - , , TC 221.86 INV.-218.7© i ; ~ ' / / ti~ / N \ TC 221.60 22 ~1, f / - i ~ ~ TC 721 95 I . zzzs0 ~ - ~ w;.-- o / i r ! w~ 23 / zzz.5a I ; - ~ < ~ 65 LF' - 12 RCP TC 222.24 ! o - ~ 0.50% V ~ I ~ ~ i I ~ ( I I I TC 222.50 ~ I / 222.50 i '222.50 f f TC 221.25 / f ~ 222.50 222.50 / 222.25 - ~ ~ e 7` ; lf, ~ ff ~Nw ~ I 1 j j i~ I ~ ~ ~ rl I~,~I _j 222.50. `2, 221.0 ~ ~ + ~ I _ _ ~ 221.04 ~ °J / _ ~ 222.25 / / / / ~ , / ~ `f 221.00 / ~ 'j ~ ~ ~ ~ _ 220.40 ~ ~ 1 I 222s° AUTUMN CORPORATION / 22aso . , ' / ~ , ~ ~ ~ ~ ' 'ten ~ Tc 2212 h ~ ~ CAPE FEAR I 1 .P I I / ~ s ~ ~ ~ ~ 221.70 ~ ~ ~ i i ~ 221.48 N ~ 53,510 SF - N ~ 220.6 ~ r., 4, , ~ 22o.is INSTALL CURB . " FFE= 22~°0® \ FLUSH WITH / % 22o.os AVEMENT `l / ! -~,R T \ is ~ ~ 4s- ~ ~ ~ i1 222.25 ~ 220.84 ~ ~ ~ ~ f f j` I + / '~Nry ~ 220.81, f i f ~ = '~l ~ 222.50 ~ 221.39 ~ ~ 12 FES ~ o 0 o a I ~ a ~ - 222.50 ~ ~ ~ ' 1~ ~ TC`221.15, ~ 220.30 Nw f ~ q . INV.-218.32 ~ f , I 4 CONC TC 221;62 ~ ( ~ I ' r ~ ~ FLUME R - ~ ~ Ii I i E ~ ~ ~ A , ~ 222.50 A~ \ ~ ~ - ~ I ~ _ ~ x~ / ~ti~ ~ TC 21$.16 " o , - 1 ~ ~ ~ ;C 218:99 ~ r' , ; ~ ;r ~ tv ( , ~ TC 221. 0 i ~ 222.90 I r ~ / ~ _ - ~ 1 ~ TC 218.45 % ~ ~ ~ % ~ / 222so ~ ~ r ,~1 ~ ~ Icy N I • ~ i r ~ ~ s , :TC 219.32 i ~ ~ ~ ~ r ' I ~ ,f'' a Tc 22osa I ~ N . ~ - ~ ~ e ~ , ,.i , ` ~ f ~ ~ ~ l ~ ,~~a l ~ ~ fir.,- 5 _ ~ ~ I ~ I I ~ - --L_...__ i ~ I 1 ~ ~ .02 ~ l ~ i ~ l r / tSL~ ! I` ' `r~ f~ r - J ~ o ;TC 217.67 ~ ,-y''~ r r ~ TC 221.62 ~ 222.50 ' ~ \ ~ ! y ~ ~ ~ ~ti ~r y 222.50 i' ~o ~ ~ ~ ~ t 2~~~ ~ ti~ ,ti ~ ~ ~ ~ ~ ~ ~ t F~ 218.46 ~ ~ I I~ ~ ~ s ~ C-22~'.62 . dddl ~ N h ti r ,r'~ \ \ t _ ~u , ~ - ~ o o I ~ ~ - t ~ ~ ~ r ~ ~ _ _ 175 LF ~~N ~ ~ ~ ~ ~ ~ ~ i ~ ,;r~ o~ ti° _ ~ / , ~t~' 8 DIP ~ ~ ~ ~ ~ ' - ~ N I~ _ ~ ~ ~ ~ C 219. 8 % ~ ~ 6.00 ~ ~ ' t /y ~,r ~ ~ t ~ A ~ ~ r ~ ~ ~ i 16~ ~ ~ ~ ~ ~ rn o~ V i N ~ fi ~ ~ N 'GONG r 'f.~, > N i' - ~ . ~ i~ ; 1 ~ \ O o , ~ ~ e ~ % / ~ / ~ n ~ Q , m ~ ~ ~ ~ ~ rn ~ ' ~ ~ ~ FLUME ( P.) / r N! ! / 222.A4 ~ j ~ ~ 7 ~215t ~ ' ~ 01 f ~ ~ I Ev I / ,J / 1 ~ ry dd ( J ~ ~ ~ i li v ~ / ~J' / ~ ~3:1 MAX s~ ' ~ ~ TC 21;4.50 , ~ ~ j ~ ~ ~ ~ ~ 9 \ / / ~ ryti i ' ' r, N ~ W ~ a N " f ; 1 t ,i ro,~° w U z J i ~ ~ _ \ ~ _ ~ _ l 222.30 ~ ~ ~ / ~ ~ ~ ~ ~ Q p _ ~ , z ~ a L~ ~ YID ' ~ _ I ~ o - ` _-f 222:90 _ ~ 222.90 ~lJ`-,... T~~ / /f / ...214 { ~ l m \ ~ - I ' ~ ~ - _ o~ o f ~ f j i 4 lF ~ f ~ ~ ~ f 12 RCP ~ ®»~05% ~ ~ ' N z / ro ( ~ ~ u~ W ~ ~ ~ I ~ i / % ~ ~ .222.85 - / ~ ~ 4 t ~ . 2 ~ I l ~ J ,12" FES ~ ~ ~ IlYiii ~ ~ V .i~.. , I I 4 I~ I ~ A \ _ ~ ! ~ w 4 i ~ ~ i ~ t INV.=~O8.00~ a~ ~ ~ s~ ~ z ' / ~ ar n e ~ ~ ~ / ~ ~ ~ ~ ~ w ti A, ! ~ A ' ~ - - Cr22 ~ - ~ Y.A \ ~ ; ~ ~ a TC 222:70, iNSTAL~CUR ' ~ ~ ~ , r % r? TG 222.70 N~ A - ~"C. , ~d FLUSH WITH 'a s W ' b A / / vo 3 x ' ~ ~ ~ ~ ~ y ~ ~ 7 0 ~ ~ -12" FES _ C 221 1.8 PAVEMENT 222so \ A \ ~ ~ _ / - / TC 222.3 INV.-216.75 TC 222.27 { _ _ I I 220 = TC 222.31 ~ r ~ f N ~ l I ~ ~ a ~ ¢ p ~ ~ A ~ F„~ ~ ~ ~ ~ ~ . _ ! „ _ ; ~ / ~ ~ 222.2' ~ b 222.27 / ~ ~ ~ ~ ~ ~ ~ / ~ ~ , , ~ ~ ~ \ ti ~ ~ Tb 19.4' w ~ / ~ ~ J ~ n ~ . ~ _a° ~ ~ 5 ~ ~ TC .220.90 TC 222.22 ~ TG TG 22b:98 / v / ~ % 1 I l g P N o d \ TC 21 .50 5 " ~ V , C 222.22 a - 12 RCP ~ A ~ ~ a~ / r C 222.22 ~ ~ ~ ~ NN /r ~ e n NNE / / ~ ~ ~ r ~ 0.45 o TC 221:18 _ ~ ti 18.73 ~ ~ 222.51 ~ ~ r N / N/ 1 / ~ g a ff p~ ~ N ~ I T'C ,22 .85 ~ ~ ~ / ~ ~ ~ ~ ~ ' " ' ~ co ~ m ~ ~ ~ ~ $R a e Ni^. A ~ / \ ~ ~ C 220.98 ~ A ~ ! / ~ I ~ ~ ~ I 4 ~ \ ` \ ! r ~ ` , ~ J ~ ~ ' ~ ~ ~ , ~ ~,~w i / / l ~ e ~ u~ f jj( ~ ~ ~ ~a 4 ~ ~ ' ~ ~ ! r.~ ' , , ~ ~ ~ v~, ( ~ ~ i I ~ ~ ~ a ~ ~ ~ \ \ 1 i T 220. 0 < l ~ ~ ~ 1 f ~ / ??1??mo?~iq~ d ~ ar W ~ ~ W \ I ~ ~ ~r ! ! j ; ~ ~ 222.2 i~.. ti, \ i o / ~ - ~ ~'"~p ~ ~ \ - ~ ~6 ~ " / ! / ~-219--~..~.~'~, ~ ,,,~.,.....5----."'°°".. 6 \ \ I, ~ ti ,12 FES / 21 s. ®~....o-..--Z \ INV.-216.50 ~ \ / 9 & ~ ~ ~ \ r 213 ~ , ~ ~ ~ ~ ~ `,211--~.~~, \ Vl \ ~ C 217.16 ~ i ~ ~ 2 ~J- ~ ~i 11.. ~ J o ~ 1 ~ ~ ~ L~~ ~ ~ ~ m~~~ ~~~Juuuu?p~R~p6~01~~'9 Nx . ~ ~1 , ti ~ ` I ~I - r r` ,209--. ~ \ z.~ uav z . k u' Cl) SEE S~iEET C-04 V) w r „ r \ I o \ \ FOR ADDITIONAL \ l i GRADING r'~ I f 0 30 ~60,5 gr C 15 w05