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SW8060740_Approved Plans_20231031
1 1101110“a•MMIWA*1 I " ) I Imlapronsitio.........MEMINVE.1.14%.11..IMISNIMCWAWAIDIMM•010%spONMait•PlareMIIMMINIMOMMOgIamo.14.01.01WMOVIMWOMIIIM.W.64.111.9•••....IIMIWI.0140.0.1~..1.1.1 0.1.1%,••••1m 140. ' 1 . / \\ - N. ,( _________ , \ , \ \ ___---- 1, ' ci• §1\N , __...*--. ......--- --.----- _..----- In .---- --, X ......---- ;,,,,•-c,_ ,, , :,-, 96,CV toKs ..... \ „ , \ V \ o,,p1 , LINE DIRECTION LENGTH \ i NELLIE C. BENDER E 199,91 N-E, / \ „ 7,. LIFE ESTATE \ \ \. \ / I / ?.,,,‹ :\ (c---- ,..„1, , L,.; ... N, 1020'p7 E 50,00_ - Einwl.:>-'/ DB. 9908, PG, 3190 ,i'le1-0,0'7,„-- L3 IN 79' 6'59," w 210,60 ,s,. E VICINITY MAP / \353-0FIR-CP5-1JE:1-°:C iiit47)(' -4:,' .. \ ,,, `140°. -.7• , / UTILITY .....„0, 00 `\ ••,, ci.„;.,, , .4, L4 N 101221" E 15,09 . 5,9„,... ,/". 1.- \EASEMENT-,... ---- r?,..:11- „....,"" \ \ \ r''1'., ' °O, 45 N 79'38'56" W 111,94 ' NOT TO SCALE ..-- ---, .,,,,v... . \ \\.,,,,.. --DRAINAGE.-.., '' 0 — „ ! ( s. t• ..,.... 1 ' ,-- EASEMENT 'N.. ..„.../.. \\ ' ,: ,„ Le N 26'37' 0" , 78,22 -- . ‘...) .... cl\ \ \ \IRS ,.. \ \ , , LE N 26'2E22" E. 130,04 ( ...1 ''• ........‹......_ ............. \ \ \ t5' 1-8 S 79'34'18" E 274,11, — — ____ L9 IN 102Q:Q7" 2, .,,100.99 \0.74-6 ACRES ' \ ,,- , — .2. \ . 6, r-) -- —.. ' , ... \ \c) ...,„ \ 'cl,,,,.' NP$ Ll 0 NI 7936'45" W: 241,90 WACHOVIA BANK ‘-'/, ' OUT-PARCEL A '-`-4.- — - — \ NEW HANOVER COUNTY, NORTH CAROLINA AND TRUST CO. , ,,, — — --- — —, ,,, L.11 N 254136" F„. 140.70 1, MARTIN R. STOUGHTON, PLS L-3727, , o'. c)s ,. IRS ---"\ \ i) 't1,, DB, 1505, PG, 0946 0 L12 N 10'2438" E: 125,35 CERTIFY 'THAT THIS PLAT WAS DRAWN UNDER MY % Ebv,, ,,' , '..4\ (5 \ < L.13 N 608'19" W 24.19 SUPERVISION FROM AN ACTUAL SURVEY MADE (4... ...j.4 Nt. UNDER MY SUPERVISION FROM INFORMATION IRS 11. .. , Ll 4 rci, 10.43',7° E 54,20 HOME DEPOT USA , INC. ,,,, L15 N op §3, vki 59.86 \„. ,- SHOWN IN DEED BOOKS AND (OR) MAPS \ D.B. 5106 PG. 1294 \cfs\ cp E — REFERENCED ON THIS PLAT; THAT LINES NOT IF .c3EY' \ TCN NP \ \ V"P ' <6 I-16. N ,',0'59,2 30.17 ' -. ,..„)., 10.2 ACRES * 'cs, ACTUALLY SURAYED APPEAR AS BROKEN LINES L17 7417' :" : 136.92 TO' ,: ' -.0- AND WERE PLOTTED FROM INFORMATION AS NOTED Ear.) ..' -k \ \IA ' cP \ \ Ei-,,> .. •••••••Fmr.r...r..p. .—..-- \ 1„.1 8 .,'2 N_Q" ,, 61.84 ON THE PLAT; THAT THE RATIO OF PRECISION AS \ ,,e4tE.'1'c L " ,- , OUT-PARCEL 3 .cp."- . , , 't, \ \ ' \ \ 0.): , L19 S 071 7';0” ,W' 25,15 CALCULATED BY LATITUDES AND DEPARTURES WAS IRF\ c,E.E. \? p.482 1 ,!Is .'4\ L20 . E.", ' ':7" ' 85.06 GREATER THAN 110,000; THAT THE AREA IS COMPUTED BY COORDINATE METHOD; THAT THIS PLAT WAS 10' UTILITY RUSHER E ALAN \ 23 NELLIE C. BEN DER,,,,2,0 \ \ ,..., 4 v,, EASEMENT '1 .'0 , _ 440 PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED, 40 C440 \ -.. LIFE ESTATE \ t.„22 s /p,10' ;" Yv 16.36 ;9 ,00.* i."......, WITNESS MY ORtGINA,L. SIGNIATUR ,„REGISTRATION \ A414 RESTAURANT ----- 1PF„ ,\ , \s. ‘,„ \ \, ,, \ -,,. D.. 9912, PG, 3193 L23 S 64'31'06°' , 86,32 it , -iP1444414ii<S4p NUM , A SEAL THIS THE.....E __DAY OF---------- . IRE DB. 2700, PG, 0294 - ) i i69) c„) ...k \ ,, , Z '' '1,. \.,-, .,- ,E- ; . L24 N 0,9°.55' 5" E' 74,40 eli, I A,D., . c EC)\: \ \ \ . .—._ CHISELED 'X" i : SEAL, 1 — L25L26 NS :Q9:4°'61''50*1:"...' IWW ()46673 \ GTE MOBILNET, l r-1 \ , --...,. --- -._ 'a gI 1. .,,. 1.-3727 i g .///27 , \ .---- ------ , IRS „,... \''...-. \ ......„..., ..., ,..---- 4) 1,7 'irlf AN/ 4: i.,,,, „...--------- ----E.-7_5c- FORCE MAIN EASEMENT do•11.0 %It ----.....,-. --.---..---------,---- ; , . feiCt"?` • # M-ARTIN R. STOL/G L.-3727 r„, r ,.......'" ",„„ ,,ORNERN-,,, &fa 34 PC 37 l,213 S i 418X. w' 532.7p SA/...44U , % PROFESSIONAL. L 0 SURVEYOR , . --... ........- . --.... , __\---- 411 lilt 8 SS0'-'4 .---. ,. _____ LLI-L!.2)091 ,.., !Q:611:40t2213,5;'" WwW.. 5673;4506452'49:, ,.0, , ,---- =,--c ..........-- ..--" N: ,,,,a,, ,N> "NE , PKS .----- 9G• \ 0\\ ').• ---,., \ ----RICHARD T BASS "-- CARLOS .----- ,.....,....- v QIN ,-----'- ,t.,\ N, ,,, L33 N 05s'pi g, \--- PKS ,-i,. 0 ..„...,-- ,"-0'. -I \ ..---E- '''.\LAANGDNA AL RA Us'1 RNA° r:Li'', \-• „,c)(,,,-01) : , ,„.....-E ,---''' , ,--. ..,,,,,,,,,,,,b NN \ '''''Nt L34: N 79'53'15" W , 140.B0 „ ' ,- 1:51-- _... " ,...---E' i ..„.....--- ---- ..- „..),. , --' \ ;\ \,, THIS SURVEY CREATES A SUBDIVISION OF LAND D . 2323, PG. 0789 ..-E.- '-- 16 ''..- '' s ,..,--"' '5( WITHIN THE AREA OF A OUNITY OR MUNICIPALITY 20' SEWER EASEMENT , 0304 s-'''' Cd) ,, ,...s ,t2§-,'S() ,...-----. ..,..-'3). , THAT HAS AN ORDINAN THAT REGULATES PARCELS ...-EE ,, .....E...\c, ' 1,0 S 1 i " 1 OF LAND, . 2302, PG, 127 ‘ s.5 s'''' Z.*\ c,i,: \ \ \ MILTED INC. IRF,,,) ....'" E6' ' ek04,0, ON \ "\\ \ .........,......,*,,,,, ... ...n.m.,...................-1,.................••••••••••••t..................m.r....••••,.........er—rn ' ,......„....'....'-' 6 S3'.‘ ,,7, c, , DB, 4246, PG. 0945 -."" crioc.' ' EN.° ,-.'" `)..'• \ TIN -a \\, - \ '\,\ \ _ , - (;) , CURVE TASLE CURvE . DELTA RADIUS ARC i---E.. ---E- r ‹\\, , • '"'39 \ \ , C01‘4FOL': \, \ 10.054 ACRES \ \ ' PKS .s:.)\ ,.--- C1 37.131.37", 310,00 203.04 CH(111,6'37E1":5" e CH191D43, OERTIFIC/,),,TE OF OWNERSHIP AND DEDICATION,. - ' ' c \ ''. as CORNER \ OUT-PARCEL C \ ---- . iRS ..,-, " - C2 43'10'27: 268:95 203.44 N Op'38'17" vy l'8fLe6 --- \ \ .\6:t, C3 Oly:37" 240.97_ , 2753 N 1.5:9q'Q97,C ,27.52, I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND DESCRIBED HEREON,OTI,PAfr{pi ael tjEBRA PUBLIC i EASEMENTS HstostEA T I HEREBY ADOPT i \ \ \ EASEMENT <4>\ \r'''.- \ \):4%S\ '')4\ THIS PLAN OF SUBDIVISION WITH MY FREE PLCNR0cFOTIuNvsRAASTIIT'ATEEENR0,TEE::AINEDAS r_:,, \ ,.2 \ \\----\ \ \'oa sreE\s\ Ifs \ 1 . -- ..., \ \ \ \,, DEDICATE ALLOTSHATREDRSEEARATNSED,sAuHAsi.TAEI ALLEYS, WALKS, PARKS, CONSERVATION a ----E ,..$ NOTED.SPACE ANALDL -ROADS, \ \\*.I.,\\. , E--\,... \ , , r, .. ,,,,..,._ \ '-i.R tE. \ \ I , , , IRS ..1"— s,_,„ rn O'' DHEFTAN7/18:kSiC IRS \ ,,,,--- , \ \ ,,* ,,,,,, '0 -,,,-. tp ' DcEEDRITCtrAyTE,T . • 721,--- , \\.(0i.c...,,. '''? , ,,,,, I^ - \ V\ 4RSE.---- „,,,..... * WE. t..AND AREA "G" THE SUBDIVISION JURISDICTION OF NEW HANO -,..„, !PE \\, ,.-E'' \ --,..___ •E„„,_ --.. \X l''''' -\\ \ -E. _.... , „ 1 .-'---* 4\cfli2,,,,c \ JAIvIES T. SR,' \ , --,....„ 7 60'! •c\a\ ''," ..-, , --„, MYRTLE GROVE 1 AND B-ETTY \ JAMES T. SR. AND c",-.L \ - \ \ \ 0' , ,..„„ T..., , ',,....„ )1 vER COUNTYITHIN TURLINGTON ' BETTY TURLINGTON '''' \ ---- 1‘ V \ -,xk\,,,to \ --,„, -, \t... \ PRESBYTERIAN CHURCH ,r,i,- CITY LE ..' * EIriRl'E RSHI* DA , Q.B. 9992, PG. E756 \ DB, 9992, PG, E758 \-1.-PF\ N'..----E. DB. 2736, PG, 0527 -... _ - ....---- , p• 1\- \, \ \ - -'''''.0 S". 14..1.& ---\- 4fr, IPF „... \ „.-' tNSt-.,----- .r.` ,-" ----' • 1 . .'"' ......, / , 1 E AIN; , , " ,r,' t),It ''' ' I. ',A,, INC. , \ I, DATE ., . \ \ li\ Thomas K. Anderson ,1, ....- ---- \ 1 ,...-. Corporate Counsel c:- \ --;--- ,, ) ci „ \--- -- LUCILLE B. PINER 0, \ \ \ \ \ .\ , DB. 2531, PG. 0443 .----- ao., \\ C\ \,...,-N I ' -.S• \ „....- P' \ ‘6' t,,, \ STATE Of NIORTH CAROLINA — \ \ i *!4.. \ k ,,, COUNTY OF ..1:;11i..Nd „k4b,A.C4v.ci.a. \ \t.,c (-) 1 , l'›N ,' AND CATHERINE ,70 TRACT D L.,_ ' • . ....„,.... COUNTY-, CERTIFY TO THE BEST OF MY , C) LEDBETTER 't, \ \ 5 1 0,4" ) ; to,\;•-..- 13 'I \ 25.555 ACRES \' tA KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH DB. 2109, PG, 0771,. E`--- \ rn 1 in ' Ir,--4 THIS CERTIFICATION IS AFFIXED MEETS THE „..- .------ 1 \ 1 STATUTORY REQUIREMENTS FOR RECORDING. a PORT CITY LIMITED PARTNERSHIP \ r. \\\\ /P6 . /,,---- IRS 0 E'''/.\ rn ' ' '1- \ ( F ':\ ...-- U.B.D.5. 510e, PG, 1248 \ i 0 \\,,, 4,i In '-• - ----E\e -- z A \ 0 ,. ,----- 0,:-/, 010"-c--- --.\ ' ,,-F• DATE: ....._(2-V-i'-.1/-0 1 14r, \ ., ..-/- \ , •- ------ ....,..„-IP IRS \ \ \ \ / ' tri ,..s.,..-' ,,-" _..... ' ;.., '. \ 4) WITH THIS RECORDATION NEW HANOVER COUNTY ACCEPTS ./.,. (-E \ .0_ -9,A, ,,,,..-E C \ \ \ \,,,,- . ,,,,,--- / 3 '''n EA%,MLA)13 '''' V . . ..---‘----- THE DEDICATION FOR PUBLIC WATER AND/OR SEwER PURPOSES "t1 4- *- \ \ MICHAEL B. DAVIS - \ 1, . -, \ . 7 \ \ - \\ , ---- G 84 , ..----- 41,1t6&077, 2:...—Itili.4 / ... I- 7 \ De. 4243, PG. 0543 \\\\\ on\ e oe '-' ,,,,,,,A, Pt I? I THIS PLAT SUPERCEDES THE PLAT RECORDED IN , UNTY ENGIN R 11 --E ' ...r ,,.,R -\--- ,,,,, 01 .---"' \ , ,---'" , T,i,v, ....,____..----- ,I<S',"----- 0,00- •-•-"..WETLAND AREA I WETLAND AREA "H"- MAP B00K51 PAGE 251 OF THE NEW HANOVER COUNTY \ ,1-'.\\%TP'\ \ \ ,1-.1- 1 731, .; .---- ....i ,--- REGISTER OF DEEDS. THIS PLAT CORRECTS INACCURATE --...,-- --, - - \ ..----- N 0 iz's '1, , —. - t ACREAGES AND MODIFIES THE EASEMENTS AS SHOWN. 0 A cr). ----- --- (6. * CERTIFICATE OF APPROVAL. \ \--- ,5,.. \ -4,-\ \-- .4;1\\\. C, 4,9' '10,04 ACRES -- NEW HANOVER COUNTY PLANNING DEPT. `32-,' ‘4:`t, \ 1.?. \ CAMPBELL FOODS TOO LLC ''‘ , \ '\'1;\ _ 1 N,,-., ___ , ---51',.:-------------_cce,ss .p,,, ..,1°7 '1'‘)IPKS''' „.\.----°4\-1----------'---\\ NI N 1 OUT-PARCEL C \ , . x> \ -4 --• tirt\ ,c\i' 7----c*-----21:11114°--;v:,:5011'5' ,:-.---":49..- ::-.4.: ':-P.Ks.°....:---7---° ---a- C/O FAMILY FOODS INC. _Nt' \\ 4' LI\ . A\ _0 . ol C. C/ kr•.1.04, \ DB. 3928, PG. oi 44 ...- •co ‘1,P, .,...-----' C•4' I--; i, NOTES: DA -- PLANK& 01k CTOR — ----- \ WETLAND AREA "F" -- INO c', dt --r---;---::::.-To 5) 6(''' 9cctip.' '‘R: ---s ----:--- ----- \ \ '(;":-) 0,4f - 1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS ..---"'- \ OTHERWISE NOTED. _,....... -- 164.0 0,..„---- 2) ALL DISTANCES ARE IN FEET UNLESS oTHERwisE NOTED. , .--- 4.1 ,_---- ---• \ ,----. -\'5'02 -E---...---- \ \ ....--------- \ \ N LEGEND tc,4 3) IRON R. 7,I ARS HAVE z'',., EN SET AT MOST PROPERTY CORNERS. R/W RIGHT OF WAY 4) THIS PROPERTY IS IN FLOOD ZONE X AS SHOWN ON FEMA ' CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY cgc WATER/SEWER AVAILABILITY \ ,,-E ....:>,,-, 69 . 'f''' PKS ' ' EASEMENT OESORI BCD ZN. \ ...---' ....---- IPF IRON PIPE FOUND FLOOD INSURANCE RAT MAP, COMMUNITY PANEL \----C-.;ULFSTREAM SHOPPING CENTER \.\ -..„..------ , ---- IN PLAT BOOK 35 PG 287 ------ 1 ,,, IRF IRON REBAR FOUND NUMBER 372031 3400 4, DATED APRIL 3, 2006, NOTWITHSTANDING NEW HANOVER COUNTY APPROVAL OF THIS PLAT, LOTS SHOWN ON SAID PLAT MAY NOT RECEIVE HEALTF: ...... BY HOBBS SURVE4NG \ \ \ L.M, AND DONNA ..,"`i! -- soo(c\ , _ . ,----' IRS IRON REBAR SET 5) DEED REFERENCES AS NOTED. DEPARTMENT APPROVAL FOR ON SITE SEWAGE DISPOSAL. SYSTEMS, NOR FOR INDIVIDUAL WATER SUPPLY SYSTEMS, NOR DOES D.B, 2188, PG. 0482 -----" --- , SUCH APPROVAL GUARANTEE THE AVAILABILITY OF WATER OfR SEWER SERVICES FROM NEW HANOVER COUNTY, \ - ROACH z .B. 4765, PG. 0004 .......- DA, ' .I''' ----"'' CMF CONCRETE MONUMENT FOUND 6), SURVEYOR MAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR gAsEmENTs OF RccORD, ENcumBRANcES, ____, J. W. ETAL HEGLAR PKS PK NAIL SET RESTRICTIVE COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR 1 CERTIFICATE OF DISCLOSURE - NORTH CAROLINA COASTAL AREA MANAGEMENT ACT I (WE) HEREBY CERTIFY THAT PRIOR TO ENTERING ANY AGREEMENT OR ANY CONVEYANCE WITH A PROSPECTIVE BUYER, I ()EVE) \ \ . -- _____ ..------ -- _, 1.----',.--',.„7.-----. .., _„.----- ..----I---,-- __...., tccsacif‘,.„--.$•'------- et) ul , \ \ \ \ \ \ I ,,,,, ,,. , \ \ DB, 2561, PG. 0063 ESW EDGE OF' SIDEWALK IBC TOP SACK CURB LP LIGHT POLE SSMH SANITARY SEWER MAN HOLE ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 7), UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ABOVE-GROUND SERVICES WERE msieLE. a), SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT, SHALL PREPARE AND SIE.?N, AND THE BUYER OF THE sufeJEVT REAL ESTATE SI4ALL RECEIVE AND SIGN, A STATEMENT WHICH FULLY .--.-- .-- ' 1 - JOSEPH FRANKLIN JR FREEMAN \ \ ......-- ,, \ SC SEWER CLEAN-OLIT WV WATER VALVE ExAmINED OR' CONSIDERED AS A PART or THts suRvEY, No EcEi ; . .. i: AND ACCURATELY DISCLOSES THAT THE BUYER MAY HAVE RESPONSelgTY TO OBTAIN A DEVELOPMENT PERMIT (MINOR OR MAJOR) \----- .------ .._„.., ---- \ STATEMENT IS MADE CONCERNING THE EXISTANCE OF AND THE AGENCY TO WHICH AN APPLICATION MUST BE FILED IN ORDER TO OBTAIN AND PERMIT PRIOR TO ANY UNDERTAKNG ,---.-"' :4' j=:4 DB. 4117, PG, 0693 \ \--- '-----\ ---- 1,4 lat.2.:A:57 , \I„i, 3::.413_, GP GUARD POLE UNDERGROUND OR OARHEAD CONTAINERS OR FACILITIES -E" \ OR ACTIVITY SUBJECT TO THE REOuiRENt1ENTS OF THE NORTH CAROLINA COASTAL AREA MANAGEMENT ACT. ,---- 1 CLARK STORES LLC __--- EM ELECTRIC METER THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS TRACT. WR WATER RACK , .---- \ . , 1114.1.4-7.1___------.-- _ - , , .64e44?___ De. 4276, PG. 0293 \ "NION.,...,,,,, \ A _.,- ....--- IF TRANSFORMER 9), PUBLIC WATER AND SEWER ON SITE, BY. DATE : CIEY MIT4E-D --- v7(7' T8C TOP BACK CURS '10)- THE WETLANDS SHOWN ON THIS PLAT WERE DETERMINED TO _ SC'il : r 4N 100' ,------- -- N L.M, AND DONNA EOP EDGE OF PAVEMENT SE ISOLATED AND NON-JURISDICTIONAL BY THE U.S. ARMY I 1), DC'rfl;IAEPwiNAGSEOF:FMtLEENENTSPRNEOSEviH"OWINt:EDACBWFpEoziTDAKAmo#ENSuA:toFRW:TE-4°°A7N ENGINEERING,- 8ALJ2T-OCCD INC. eliwi j 63- ROACH FEE FINISH FLOOR ELEVATION . , NC:GS "BRYAN" DR DEED BOOK 'OME 0 ' U.S.A., INC. N=141,369.25 \c,r., DB. 4765, PG. 0004 0 50 1 NO . ,Oo PG PAGE E=2,334,390,81 _._ MB MAP 900K \....‘ CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS - 01 . . DATE REVISION INITIAL Rg- W 6El) SUBDWISION PLAT . I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY SHALL, BE R,ESPONSIBLE FOR MAINTENANCE OF ANY STREETS, -ttE\\ce'''' * . , PROJECT # : 01228-0005 , PARKS, DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE p:ESIONATED FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR 5.-..\* : ,, OF PROJ. SVYR ' OS TO CONTRACTING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN STATEMENT WHICH DISCLOSES THE EXISTENCE , AND LOCATION OF SUCH PRIVATE AREAS A:NO SPECIFIES THE, MAINTENANCE RESPONSIBILITIES FOR SAME. WHEN APPLICABLE, THE 'f''V1r; E '' ' — 4 TR A C.',TS DRAWN BY : RMR „, ' COriviisEHPLEI.DEFTBILKE; : V9102-012280b 05 STATEMENT SHALL DISCLOSE THAT THE STREET(6) WILL NOT BE CONSTRUCTED TO MINIMUM STANDARDS SUFFICIENT TO AL THEIR \tr ' INCLUSION ON THE STATE HIGHWAY SYSTEM FOR MAINTENANCE, FOR ! ... -- . --N. :PORT crry LIMITED PARTNERSHIP 4---7 3904 Bus, Hwy. 17 East Bolivia, North Carolina 28422 , OF 701 EAST BAY STREET „10. r. isp+44 1,4,04 NCGS "ENNIS" - Phone: (910)253-6622, Fax: (910)253-6634 1.5-Kft P-0.,-,- ITY LIMITED /I ,, RSHIP ,Ar N=136,262.39 6 ;, _ ...... CHARLESTON, SC 29403 , E=2,332,81 0,04 • DATE: APRIL 26, 2007 SCALE: 1" = 100' • ' D ATE: ,' , otsAfie .A., ITZ " Internet Site: http: //www.mckimoreed.00n) ! DATE: FEDERAL PONT TWSP. NEW HANOVER COUNTY NORTH CAROLINA DWG, # • VB102-012280305 , , W.S06.16.,••••WWillat...11MIKWIL.31.0606.1.0 I ,_ ©g oo po. &I'. cs)er„,,,,.0, Vkaa."A. 4,-Cat-pLAtiA ic Zo 01 o8Rj )41,4"PA"I; 51-41.--4/47341 9/02-2-- , , , - I ...t .A.amasetworMimMeammegOalionaligairattriofttarAiikin,0,111114:..9'1, 1 .. VICINITY MAP SCALE: 1" = 500' NORTH SYMBOLS LEGEND / y EXISTING CONCRETE f TO BE REMOVED EXISTING FULL DEPTH ASPHALT TO BE REMOVED EXISTING ASPHALT SURFACE TO BE REMOVED EXISTING UTILITY LINE TO BE REMOVED EXISTING STORM STRUCTURE TO BE REMOVED EXISTING SIGN/LIGHT/UTILITY POLE TO BE REMOVED EXISTING ELECTRIC TRANSFORMER TO BE REMOVED EXISTING FENCE TO BE REMOVED �Q TREE PROTECTION FENCING EXISTING TREE/SHRUBS TO BE REMOVED EXISTING BUILDING/STRUCTURE TO BE REMOVED DEMOLITION NOTES: 1. CONTRACTOR SHALL REFER TO SHEET C-1.0 GENERAL NOTES FOR DEMOLITION NOTES 2. ALL UTILITIES SHALL BE ABANDONED AND/OR DEMOLISHED AND CAPPED PROPERLY IN ACCORDANCE WITH THE UTILITY OWNERS RULES AND REGULATIONS. 3. CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY OWNER/PROVIDER FOR DEMOLITION. EX. VEGETATION NOTES: 1. CONTRACTOR SHALL REMOVE SHRUBS AS NECESSARY ALONG THE BUILDINGS FOR CONSTRUCTION AS LONG AS THE SAME QUANTITY AND SPECIES ARE REPLACED WHEN CONSTRUCTION IS COMPLETE. POLLUTION PREVENTION AND EROSION CONTROL COMPLIANCE STATEMENT: PARAMOUNTE ENGINEERING, INC. (THE "CONSULTANT") CONFIRMS TO TARGET THAT CONSULTANT HAS PREPARED THESE PLANS IN ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) AND/OR, STATE AND LOCAL POLLUTION PREVENTION AND EROSION CONTROL REQUIREMENTS. FORE6AY c1 I \ INV (NW): 19A5':l0 BOT: ,a.95'19 RW ELEV: 29.09' —M U—M U) W Q D o W DI RIM EtE-V: 1A 19 fiD:9.24 � W J O G? � W M I G RI ELEV: 23.i4 9.Bf' EXISTING s COMMERCIAL V� •� �.� III � �_ I V� •,'y� COASTAL IMF A :.. '. HIGH SCHOOL INC PARCEL ID: %%%%%%i�i�%%%iy%i��%i•% a } kill IIIIIIIIIIIMI �J� r 5 iEXISTING •CO , , • r •• 5.2 'lu PARCEL I:�' co II - 1 • , �'• uj D.B. • •J M M La FULL DEPTH PAVEMENT REMOVAL (TYP.) ftIM ELEV:22.05 i-- ACIM"AI r [+1 I11r—A P4— IA. /T\/Y1 . '- z RIM ElEV: r2IV 1 SDT: I .ie' \ 0" COME RAIN OR SHINE LLC ' f ' PARCEL ID. R07614-001-006-000 �� �p D.B. 6615, PG. 2106 I 1 X _-, (14) 5"-7" LIVE OAKS IN MEDIANS 1 �' � � �1 0' ACC ALONG KINGS HIGHWAY TO BE ' D.B. REMOVED OR TRANSPLANTED; ®' X ' D.B. SEE LANDSCAPE PLANS INV M'1. Wfi RIMELE+(j0.46 I fiDl. i3-aY' ' X SHEET 2 - EXISTING LIGHT POLES TO BE DEMOLISHED, TYP. AMWO NORTH CRRMW AL "M EVENT COMMISSON Date ,20_ Stormwater Permit No. S V �g&c qo ROADWAY E/'cc"�� D.B. 2170, t EXISTING UTILITIES, TYP. EXISTING EASEMENT, TYP. COME RAIN' OR J 5 r , �r.`.:.••':" 1 �,- .,t` ....... ,....�.. v mvMkztSc•: ' / ,•� SHINE LLC — ..� — "� sT — 1 �= _.. —_-- _ -\ T®A (� PARCEL ID: — F Ss- ss ss-- IS -!� is ss == ' = RNELEV-.n.a' R07614-001-0^L' r-In RNI FiEv: za.Yp• =I A! INV MW1: is.]a - �V INv (SEF ,9.BC ;. .� cT � 84� t' 3 wk• 5 9�eL+di ��stJ ^v�at+'v: = 41 lv , Te i ( _F lion Y 1 zy txl5 I INU PARKING;(?II EXISTING PARKING RI INV ELEV.twktsan' 2E.21' f:. 4Yt` ❑❑❑ I '❑ ❑ Pam*` .�`. ' INV lEk 183r a-, I M M M M M M M U j I I I I EXISTING PARKING 12 • D.B. •99 PARCEL ID: R07610-004-015-004. •a • PG. 839 CI RIAI ELEV:20.ts CIE ): 1989 Ytwz,sps' 127 a iV/ D.B. 6615, PC.EXISTING PARKING AREA ACCESS O _ of IL II EtEv 2].] 1F. INV (N) 22 09 ' 1 ' I / 9E - •.�" '�` ^Y"+• r- r l zz RIM ELEv: z>: DI EXISTING POST OFFICE4 J - �� :��:''�'-•��.:. \ �.F ' .'� y win.• - � �•...� - :'.•`3. PRNATE ACCESS J I Z ' J DR 22t0 PG 941 _ \/\ NRD 83/ 2011 / ENi .1 N:141818.81 E:233477027 r 3 SIDE N`� M ND p� 9 N 09°07'17" E �/ 11 -- — - 421.22' - ��- r.� \ s,oara:•w er.: aa. f e w '�"---n6 s9'rs vc 2, — JJ �.e___.. _-- J.� — .�"j t + sczs P ip]Y•VN \ O / SS --1L6 � LY(Y SEME DdD9Y9 p>3 PG ]Gi) IYEASEMENT f/ LIMP C7 C \J JN3"35V3 n — f _ H. - W t 9z d m W IS RIM ELEV: 3,.a5' _ 03 d a )1 r T - �' ' iFILLED WITN �DR< 1 +� m COOK OUT CAROLINA / n RIM ELEV:3p.5]' j J "LEDWITNDEDRI6 I EXISTING COMMERCIAL I I� EXISTING COMMERCIAL EXISTING COMMERCIAL PTR j { PARCEL ID: 8 I CLARK STORES LLC I l Fj-� RCF N RIMQ9.1] / jl m g RD B158 54 PG 344 EXISTING COMMERCIALT LEDBETTER I / I . CATHERINE D T _ SHAKA A LLC JED WHITE r P D.B. 6603, PG. 491 ( �T� PARCEL ID:. PROPERTIES LLC J l ~�-I R07610-004-016n� PARCEL ID: PARCEL ID: �4 R07610-004-025-OC On-7a4 A nn+ nnA D.B.5975 nn� / D.B. 6592 PG. 1 4EXISTING PARKING EXISTING PARKING EXISTING PARKING PG.21,J, T V, 21 j O JA6L..-:u ItN (S).27.a R(M ELEV_a059' G � ® f 1 1 �- PfFEND INV IYJ�'1Z.90' WV RM E3EV: TSYS mm- I--- 6 ' INVIakm—,E�.e�,as�. 310 �� 3H �— RIM (15 2p.9,' INV iE):2].3a' SHEET 3 SHEET 4 "°'&j21 r� lW -- CAROLINA BEACH ROAD - (US HWY 421) "' NCGRID(NAp8312rol' PUBLIC RIGHT OF WAY W gnu Q ; (WIDTH VARIES) EXISTING LEFT TURN LANE GRAPHIC SCALE 0 30 60 120 240 SCALE: 1 "=60' RECEIVED OCT 24 2023 F--I VICINITY MAP SCALE: 1" = 500' NORTH SITE DATA TABULATION PROJECT NAME & ADDRESS: THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 PROPERTY OWNER: BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 TAX PARCEL IDENTIFICATION #: R07614-001-010-000 PARCEL AREA: ±28.55 ACRES (1,243,638 SF) CURRENT ZONING: B-2 PROPOSED BUILDING HEIGHT: 30' PARKING STANDARDS REQUIRED PARKING - NHC UNIFIED DEVELOPMENT ORDINANCE: RETAIL SALES, GENERAL: 2.5 SPACES PER 1,000 SF (150,818 SF) TOTAL REQUIRED: 377 SPACES INCLUDING 8 ADA SPACES TOTAL PROVIDED: 424 SPACES INCLUDING 16 ADA SPACES REQUIRED PARKING - TARGET MINIMUM REQUIREMENTS: RETAIL = 4.0 SPACES/1,000SF OF BUILDING AREA: 150,818 SF/1,000 = 151 * 4 = 604 SPACES TOTAL PROVIDED: 2.84/1,000 INFILL RETAIL DEVELOPMENT: 1. THE PROPOSED BUILDING AND PARKING AREA ARE IN A PREVIOUSLY APPROVED "FUTURE DEVELOPMENT" PAD FOR THE VILLAGE AT MYRTLE GROVE SHOPPING CENTER. IMPROVEMENTS INCLUDE MODIFYING EXISTING PARKING, DRIVE AISLES, & UTILITIES WITHIN SHOPPING CENTER. TRAFFIC IMPROVEMENTS: 1. TIA WAS PREPARED FOR ENTIRE SHOPPING CENTER; ALL APPROVED TRAFFIC IMPROVEMENTS HAVE BEEN INSTALLED. NO ADDITIONAL IMPROVEMENTS REMAIN. SITE LIGHTING: 1. ALL STREET AND PARKING LIGHTING WILL BE MODIFIED AS NEEDED. PLANS OR IN -FIELD MODIFICATIONS WILL BE PREPARED AND INSTALLED BY DUKE ENERGY IN ACCORDANCE WITH NHC UDO REQUIREMENTS. SURVEY & UTILITY NOTES: 1. UTILITIES SHOWN HEREON ARE FROM INFORMATION VISIBLE IN THE FIELD AND MAPS PROVIDED BY OTHERS. UTILITIES OTHER THAN WHAT ARE SHOWN MAY EXIST. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE. 2. WATER AND SEWER IS BE PROVIDED BY CFPUA ON SITE. TREE SURVEY NOTES: 1. THE PROPOSED IMPROVEMENTS OCCUR ON PREVIOUSLY CLEARED AND CONSTRUCTED PROPERTY. ANY TREE SURVEY AND REMOVAL WAS PERMITTED PREVIOUSLY. EXTERIOR SIGNAGE: 1. EXTERIOR SIGNAGE TO BE PERMITTED SEPARATELY AND MUST COMPLY WITH SECTION 5.6 OF THE UNIFIED DEVELOPMENT ORDINANCE. IMPERVIOUS INFORMATION EXISTING IMPERVIOUS TOTAL 1,065,346 SF (24.46 AC) EXISTING IMPERVIOUS TO BE REMOVED BUILDINGS 8,806 SF PARKING/ROADWAY 250,868 SF OTHER OSF OFFSITE 0 SF TOTAL: 259,674 SF PROPOSED IMPERVIOUS BUILDINGS 150,453 SF ROADS/PARKING 235,788 SF OTHER 0 SF OFF -SITE 0 SF TOTAL 386,241 SF NET IMPERVIOUS BUILDINGS 214,939 SF PARKING/ROADWAY 530,210 SF OTHER 319,825 SF OFFSITE 0 SF TOTAL IMPERVIOUS AREA 1,064,994 SF FUTURE IMPERVIOUS AREA 352 SF 1. SEE EXHIBIT DA-MAP FOR BREAKDOWN OF STORMWATER DRAINAGE AREAS LEGEND: - 16 -- EXISTING CONTOUR — — — — — — — EXISTING EASEMENT ® EXISTING STORM DRAIN STRUCTURE EXISTING STORM SEWER W EXISTING WATER LINE SS EXISTING SEWER LINE - -- --- OVERHEAD POWER LINE — UG-- - UNDERGROUND POWER LINE ASPHALT OVERLAY SECTION FULL DEPTH LIGHT DUTY ASPHALT SECTION *^ FULL DEPTH HEAVY DUTY ASPHALT SECTION HEAVY DUTY ASPHALT SECTION ;- HEAVY DUTY CONCRETE SECTION LINE BEARING DISTANCE L1 S 79044'44" E 35.60' L2 S 10019'06" W 30.50' L3 S 69017'26" E 20.02' EXISTING STORMWATER BASIN; w NAD 83 EX. PERMIT #: SW8 060740 MOD " DATED 01/23/2009 N: 141 (2011) EX PROPERTY LINE TYP EXISTING PAVED AREA TO REMAIN PROPOSED TRANSFORMER PAD 5,590.72 PROPOSED TARGET PROPOSED GENERATOR PAD SUBDIVISION BOUNDARY COASTAL CHRISTIAN UTILITY TRANSFORMER HIGH SCHOOL PROPOSED LARGE RETAIL LOADING AREA; 4 PARCEL ID: TRUCK BAY ACCESS TO BUILDING SWITCHGEAR '06" R07614-001-009-000 s 1 °1 W (TOTAL)-281.77 D.S. 6618, PG. 503 51.27' 1 L2 ' 'm 25R 64. 665.90' 7 3 R 13 Yk 3'R ERV S ICE DRIVE 1. t . 1Qg APE LAND SC MEDIAN, TYP. 751.0' EXISTING STAPLES AND 3 3'R COASTAL CHRISTIAN ASSOCIATED RETAIL TO (15) BOLLARDS EQ. ' HIGH SCHOOL INC REMAIN F SPACED BY DEVELOPER. e � PARCEL ID: N SEE DETAIL € R07614-001-00$-000 n n �3282331.86' S 09°57'46' W 70 EXISTING PARKING 004y TURLINGTON JAMES T SR BETTY PARCEL ID: R07610-004-013-000 D.B. 9992 PG. E758 ACCESSIBILITY STANDARDS COMPLIANCE STATEMENT PARAMOUNTE ENGINEERING, INC. (THE "CONSULTANT") CONFIRMS TO TARGET THAT CONSULTANT HAS IDENTIFIED AND USED THE CURRENT VERSION OF ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY GUIDELINES FOR SITE ACCESSIBILITY THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH, BUT NOT LIMITED TO, CITY, COUNTY, AND STATE ACCESSIBILITY CODES, AND THE CURRENT VERSION OF THE AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN (ADA STANDARDS), AS AMENDED. D.B. 6594, PG. 2790 r DRIVE UP CANOPY PROPOSED RETAIL BUILDING 150,453 SF �. Firm. X COASTAL CHRISTIAN (� � W HIGH SCHOOL INC — e g 3R _. _ (V PARCEL ID.CO W R07614-001-007-000 D.B. 6594, PG. 2790 4 - n,E , O `•'one ' 3'R to tr `- 8 1 s o' W a PEDESTRIAN CROSSWALK TO 1 ` FRONT DOORS, TYP. ' ROOF CANOPY k ' .p.,.,. • 10R10'R .dhi 10R 10R 3•R 3'R 31 3'R 3'R 3'R .vim1 610'R 10' 101,R 3'R 3'R 10R10R 3R 10'R ((��/^�. y '-"t;s`j�tt •ky' 3, _ i3R jjy 3 3'R. 3R 25R ;, w 'I COME RAIN R O�e ��q. --..... e SHINE LLC PARCEL ID: ® ® I I ® 5 R07614-001-006-000 ® 1r-.1 ® D.B. 6615, PG. 2106 W _ _ ADA PARKING SPACES � PROPOSED TARGET SUBDIVISION BOUNDARY i� I ( STRIPE PAVING INDICATING R RETURN TO 2 LANES .r 17 19 19 20 20 19 19 17 ���; 17 19 19 zs t0'R i T FUTURE EV PARKING AREA N 09'07'17" E 421 22' 25'R _...._ Ll N 10°0658' E 15R ._ 43.Bg• V✓ 303,46' - _ 60'S& — aro eaew — — X 4 v.o�,ea°ors �°°UMPSTER T-d gH 16'R I ,68A EXISTING COMMERCIAL COOK OUT CAROLINA I I CALM III, LLC EXISTING COMMERCIAL BEACH INC I EXISTING COMMERCIAL PARCEL ID: PARCEL ID: I I Ro7610-a04-o19-000 R07610-004-015-000 h a I g D.B. 5815, PG. 344 a D.B. 6459 PG. 839 I , 12.511 LEDBETTE y 5'R CATHERINE II JED WHITE PARCEL ID:: SHAKAWA LLC I PROPERTIES LLC MODIFY EXISTING ENTRANCE 3'R P\RCEL ID: PARCEL ID: TO PROVIDE THROUGH ACCESS D.B. 6592 PG. 1 5.R R076 0-004-025-000 EXISTING PARKING I R07614-001-004-003 TO SHOPPING CENTER BEYOND D.B. 5975, PG. 2133 I D.B. 4248, PG. 240 I 5R I En N MODIFY EXISTING ACCESS TO I EXISTING PARKING ( EXISTING PARKING RIGHT IN / RIGHT OUT WITH _ MEDIAN FOR SMOOTHER J t TRAFFIC CONTROL INTO 3 �c.Ze�b� . 3Ho Ho 3Ho — — o — — SHOPPING CENTER 3HQ 25.5'R V ADD LEFT TURN LANE INTO SHOPPING CENTER'S MAIN ' CROSS ACCESS DRIVE EXISTING POST OFFICE COME RAIN OR SHINE LLC ' PARCEL ID: f- R07614-001-006-000 O D.B. 6615, PG. 2106 I H--•I EXISTING PARKING AREA ACCESS U / NAD 83(2011) I N:141818.81 E:2334770.27 O ADD TRAFFIC CONTROL STRIPING ADD PROTECTED LEFT TURN — O MEDIAN AS CONTROLLED ACCESS INTO EXISTING RETAIL; REALIGN/STRIPE ACCESS LANES CLARK STORES LLC PARCEL ID: ! I R07614-001-003-000 '� D. B. 6603, PG. 491 �ll ADD TRAFFIC CONTROL STRIPING 1 ADD PROTECTED LEFT TURN O R MEDIAN AS CONTROLLED ACCESS t 00 INTO EXISTING RETAIL; REALIGN/STRIPE ACCESS LANES 1 3H0 3H0 ( h NEW MONUMENT SIGN TO BE CAROLINA BEACH ROAD - (US HWY 421) EXISTING MONUMENT SIGN TO BE F--� WITH NEW SIGN (19.5' INSTALLED WITHIN MEDIAN PUBLIC RIGHT OF WAY HIGH, REPLACEDll'WIDE) (14.5' HIGH, 11' WIDE) (WIDTH VARIES) - NCGRID(NAD8312011 EXISTING LEFT TURN LANE GRAPHIC SCALE 0 30 60 120 240 SCALE: 1"=60' r7 , cis Z O w � N 0 � 0 F-1 Z o n ~ 0 O H `L Z U Z �\f w J M rW U 0 o z _ oc) N t` 0 z Or N Q�aU w �J /1 U`O U W t` N Op 0 z w o H O Ln d— � � N Z H O F-1 Ln (h O of (n coo mm� � C) o Q » ~ 00LLz O O< g3 f•— .�yZc)'O U a� z q Z FQV5o W IL W g 0 c o O U -D�w o > w ci > z Z Y `� 6j j(D3U Of ZWZJ d UU d E K L.L �QfAdW O U) 0 0 0 S EAL ��\\\ 111 I 11111 �N CARoZ \ $�-,,.1°° = 031591 _ %gyp P. BK\- 11111110\�� \ 1010612023 C-2,00 PEI JOB#: 22156.PE o�errE n 5ai Aa VICINITY MAP SCALE: 1" = 1,000' NORTH KEY MAP N.T.S. NORTH ISITE DATA TABULATION IPROJECT NAME & ADDRESS: PROPERTY OWNER: TAX PARCEL IDENTIFICATION #: PARCEL AREA: CURRENT ZONING: PROPOSED BUILDING HEIGHT: THE VILLAGE AT MYRTLE GROVE RETAIL 5613 CAROLINA BEACH ROAD WILMINGTON NC, 28401 BVC MYRTLE GROVE, LLC 176 N. MAIN STREET, SUITE 210 FLORIDA, NY 10921 R07614-001-010-000 ±28.55 ACRES (1,243,638 SF) B-2 30' x �W ¢�q THE HOME DEPOT 3 Bu1LDING792,as2SF VESTIBULES 3570 SF d 10G43z CENTER GARDEN C20;988 SF ba 0i ' =ova -- — — — — � t. r } e r o �Zcoo " w Q uj Q SHEETI SHEET 3 r Z ~ DA f 1 ■ O W d Z Q d := Z6.04 Ac. W f zA I II -. ( .... .-_ ._..._. ... _._ r Al i D"1 v 1 NCGRID(NAD8312011) POND #2 EXISTING STORMWATER MANAGEMENT BASIN NCDEQ PERMIT #: SW8 060740 N.A"..:\nr. x,Ax.�X- ! l i \ I/+-'--°�� I'�' `; sa;; — \\1 ,M7' + "�"►� ram.. /� w A n 1 U f; - mowmi a 29 q i �i:-__ m.o A� ( UMPSTER cD 77 9FIO 4 J q SHEET3 SHEET4 r ' CAROLINA BEACH ROAD - (US HWY 421) PUBLIC RIGHT OF WAY 0 (WIDTH VARIES) i Q _ W W 1 � O / I / I � V ' GRAPL SCALE 0 50 100 200 400 H SCALE: 1"=100' (T , Z O r V\J W�y/ Uo �4 N O VJ 00 �ZZ Z O Q z L z U 0 z U U � N N Z p W O 0 W V U N � O 0 W W xo wU00 H � N Q zZ O F-4 L �ommm �oEL(LIL Z O 00 Z O `� gg ���ZU z W ( < 0 VJ� W _ LI °w LWL Z Z Y q 6i—j U Z a °U d� 0 O V 0 0 U SEALCA °Q SE = 031591 FNGINE��°`�� 0/11111100 1010612023 C-304 rPEI JOB#: 22156.PE POND #1, ®� ✓ / OUT—PAI I / 0.86 �o , ON Nk' 4z M, M pu Ramww son low aw aft' -ffio � �AOO DA #3 FOREBAY POND #2 left 4% #1 �^Y2.42 Ac.'` � � 7" HOME DEPOT -o' 10.37 Aq. 0 k-i L IJ DA #1 04 A■fia SOUTH BOUND LANES k-1 I IJ ... .... .... r iP—J I ............ . . ...... T77 4- 4,5 wo NORTH BOUND LANES SOUTH BOUND LANES Ok 000 C) GRAPHIC SCALE 80 0 40 80 160 1 Inch = 80 Feet i ' APPROVE[ NORTH CAROLINA ENVIRONMENYAL MANAGEMENT COMMISSION/ DIVISION OF WATER QUALIT 2t)0.4 j ME, 112 2008 L.of-- uq QT 1A r �AROLINA BEACH ROAD LIS HWY 421 w as w z 6 z 0 Fn 5; Ld U C4 0 F- u 0 LL- u z F— z O LIJ F=777- CD C)o \—'D z C'A 4-J t3 p z (D —9 Ej, L Ljr) z U -e U � w mmm (L IL tL Ce w Z G)Irl 0 F= < F- 0 Li- (f) g z Lud z w IDOL SEAL C'4 ess r 0 L 0315 it E C4*OA PEI OB#: 06130.PE a POND #1 DETAILS 1'RUNOFF STORAGE EL - 15.60 - FOREBAY POOL EL - 14.00 - 1 FOREBAYx 1� TOP OF RISER = 15.60 2" SCH. 40 PVC OUTLET 1" STORAGE ELEVATION = 15.60 NORMAL POOL EL. = 14.00 61 E� PE 2 FT MIN. 6" EXTENDED BASE-/ EMERGENCY SPILLWAY (SEE D EL OVERFLOW STRUCTURE (SEE DETAIL TOP EL FORE BAY EL 15 8 tDD YR. EL - 18.77 - _ _ _SO YR. ELt - 1&16 VEGETAIiVE SHELF - 25 YR. EL - 17.a _-_-_-_- SLoff_ 10 YR. EL - 18.83_ - AROUND POND _ 2 YR ET-. - 15.74 _ RUNOFF STORAGE EL. - 15.60 - - TPERM ENT POOL EL (NORMAL WATER SURFACE) 14_00 CREST OF LOW FLAW WEIR 1 POND BOTTOM EL - 7.00 , FOREBAY AND STORAGE POND #1 SECTION NOT TO SCALE GALVANIZED BAR GRATING 1" x 1 /8" BEARING BARS. FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE 24" CULVERT INV. EL. = 13.00 4'x4' REINFORCED CONCRETE BOX POND #1 OUTLET STRUCTURE SECTION_ NOT TO SCALE SOD ALL SLCPES ABOVE PERMANENT POOL EL. 6:1 SHELF BELOW PERMANENT POOL PLANTED WITH SUITABLE WETLAND SPECIES 3 OR VEGETATION, -11 10' -_ PERMANENT POOL EL 14.00 3II 7' POND POND #1 SECTION II _ �1� SUITABLE Pl-ANTS NOT TO SCALE ARROW ARUM BLUE FLAG IRIS OUTLET PIPE TO STORM DRAIN MANHOLE (SEE DETAIL) 24" RCP CLASS III INV. IN = 13.00 INV. OUT = 12.30 LENGTH = 92' SLOPE = 0.8% CANT LILY PICKEREL WEED CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACH OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES OF PLANTS TOGETHER. INSTALL PLANTS 14" O.C. IN A CHECKERBOARD PATTERN. STORMWATER NOTES: POND O 1TOTAL ON -SITE AREA = 6.04 AC TOTAL OFF -SITE AREA = 5.03 AC TOTAL DRAINAGE AREA = 11.07 AC 2. % IMPERVIOUS FOR PROPOSED SITE = 344,995 SF / 482,209 SF = 71.5% 3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 344,995 SF Paved Area = 40,075 SF Building Area = 0 SF Sidewalk Area = 0 SF On -Site (Out Parcels) = 148,103 SF Off -Site Area = 156,816 SF Total = 344.995 SF 4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT POOL SHALL BE PUMPED. TOP OF DAM EL - POND #1 EMERGENCY SPIL NOT TO S, GALVANIZED BAR GRATING 1 FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4" GALVANIZED ANGLE FRAME, MORTOR FRAME TO TOP OF OUTLET STRUCTURE TOP OF RISER = 19.00-s PROPOSED YGRADE� PROPO:.__ PROPOSED 24" RCP INV. EL. 12.30 EXISTING 66" CMP + � o ° SECTION A -A NOT TO SCALE PLAN NOT TO SCALE 8'x8' REINFORCED CONCRETE BOX EXISTING 66" CMP t / EXISTING 66" CMP EXISTING 66" CMP EXISTING 66" CMP (LOCATION TO BE FIELD VERIFIED BY CONTRACTOR) PROPOSED 8'X8' RISER STRUCTURE I ( EXISTING 66" CMP (LOCATION TO BE FIELD VERIFIED BY INV. EL. 12.30 PROPOSED 24" RCP (FROM POND #1 TOP OUTLET STRUCTURE) NOT TO SCALE CONTRACTOR) GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. TOP OF RISER = 20.35 FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE 4" SCH. 40 PVC OUTLET41 1" STORAGE ELEVATION = 17.60 (2) 36" CULVERTS NORMAL POOL EL. = 16.60 1°A INV. EL. = 16.60 6:1 SIDE,- oQ�/ 2 FT VIN 5/ �•4. ... (` 7 6" EXTENDED BASE B'x8' REINFORCED CONCRETE BOX POND #2 OUTLET STRUCTURE SECTION NOT TO SCALE OUTLET PIPES (2) 36" RCP CLASS III INV. IN = 16.60 INV. OUT = 16.60 LENGTH = 36. SLOPE = 0.00% � U 30.0' EL. 22.25 0.5' EL, 21.50 Q U 6" THICK CLASS 'B' RIP - APPROVED Q )NORTH CAROLINA ENVIRONMENTA' 0 POND #2 EMERGENCY SPILLWAY J MANAGEMENT COMMISSION NOT TO SCALE DIVISION OF DATER OUAI ITY W I� SOD ALL SLOPES ABOVE PERMANENT POOL EL 6:1 SHELF BELOW PERMANENT POOL T PLANTED WITH SUITABLE WETLAND SPECIES - OR VEGETATION. Q STORM WATER NOTES: 2 - I I I 1 I 10' RMANE POOL -� ER NE OOL EL 16.60 POND #2 co 1 1. TOTAL ON -SITE AREA = 32.23 AC _jl 7.6' POND 1 2. % IMPERVIOUS FOR PROPOSED SITE = 1.065.042 SF / 1,403,939 SF = 75.97E 3. ACTUAL Paved a = LIMP AreDRAINAGE AREA FOR 545 290 SF POND: POND #2 SECTION Building Area = 2PLANTS , SF SUITABL 16` NOT TO SCALE ARROW ARUM Sidewalk Area = 16,779 79 SF 1 FLA G I On -Site (Out Parcels) = 302,742 SF BLUE ` BLUE ULY1 'IVE "� Total = 1,065,042 SF J PICKEREL WE CANA9, 4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT WET DETENTION POND PLANTING POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT CONTRACTOR TO INSTALL ON THE 6:1 POOL SHALL BE PUMPED. % SLOPED SHELF, EQUAL NUMBERS OF EACH DEC 1 2 200 OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES OF DWQ O.CNTS IN AOGETHER. INSTALL PLANTS CHECKERBOARD PATTERN. 24~ t'YZOJ # 8 ��2 H hop FILTER FABRIC OD 00 O O C a 3 O ci z Z g a 5 z 0 H �U I r-1 Cd rA W 4 4 e-1 z p r 1 O < ,� U o U z h t z 0 w � J U �t- INO Z r- z rU0 I � Q v o 1 z (D G�`? z w W C� v� U �1�4 Q�C Q W U Q w C n 0 nQmmm 01 -0- �zzzz S V) I-- � > �K 0 SEAL ����a��ttttuu,,,. �`'� A CAR ''t► '� O Q•. ".._ ter, SEAL 03�51 210o8 x GINEE� .ter 'af�uiiu�w,�0 C8*4 PEI JOB#: 06130.PE _j I ; !�;I t 0 I N I I `'I I Z I '�21 II I ! Ji i t t 1 � III II \ t 1 ld _ - i I I I I \ 1 I ' ' i I 1 II I� 30' ACCESS EASEMENT fi I i I I I t 4 I I IIII f1 30 I I I ' =I I 1 I,v ' JAMES T. SR. AND7u I I I 1 ! I I\`\ II BETTY` TURLINGTON 1 � `\\ D,B. 9992, PG. E758 II ZONED B 2 r ,{ 11 ,,f 1-1 d `-�, , iI t ta- r I li vI i I i 2111 I 11 I �11' I i I I ¢ i 1¢,�t ii I II. H #5 I I 1 !I!SI !I r tl7+ �J"R- I�Jff - - - , ;Eis� � I'1 BETTY TURLINGTON I i ! 1 � I• liil #� i1 it A D.B. 9992, PG, E758 i i i I 1 Illi til¢ III ! I - ZONED B 2 1 I a 11,, II I ,ii 11 I ! i" ,?1 1 I I 4 II 1 1 4 1 I t t i1¢1 l¢ 7 I 1 I I III 11 # 1 t I it7. I I #iili IIE{I i 11 � I gc I1 1 II `'i; i ii I iI i ,., II < '�t 1 I 1 +II 4 3� :- 41 1 m, ,. , CI24A 1 TC26.03 I BC-25.83 .... TC-25.86 v - :- TC-25-80 TC 25.21 BC-24.71 1 T 25 80 ,BC-25. - _ 2a30 \ / TC-26.1 Bo-zaea TC- : gs _- - - '- $ QTA1► Po- TC-R8.59 NBC-26.09 24.83 ' . PSI.2�iE,'t 96 PO,iS96 # N ///���\.: -.., ..:...: . ' 1. .. :POTS. I" I 1 �p . TG- .18 BC_ 4.88 C-24 8 . �G025.96P6-26;,1& • ,, .2591:6 TC=26 95 - . P9!IiII4 1i-25f t 11 x TC-2a z1 _ eo-z5.77 DI-23 �%! , -24.2 , -� ►. 1 .'il TC-26.56 BC-26.06 Tc- BC- l 2575T - ❑• _ :: :# " TCr26-28 25 81 BC-25.76 , _ , 2511 "" 1*fi 'TC_28.481t: E __ 'C,44. r�.'� % ,.I 1 I TC B88 2, 5.8 rc- 581 :r.. V V0 FE=6() ' - ! , I ,\ j i TC=28,39 I ' ec-z5.ea A DI-22 I I t ! Ii 24. i t 1 ., I I II 11 i II 11 -- -- -- -- -- I �'i r !C- I 26 i jjj I ¢ ( I I ` t i t 25t i`' r 2 82� 11 it i I I, I I TC�tt EI�2a a42 I it 11 11 i I! I B gzt5 i 1 !1 t I _ r, I T 7� i I i as I 5.81 I V j I; \ I 11_ q \ I e1n CI-21 -25.11 a41 I' I I 1 I., TG= P�2 t 1 I 11l - Bo- .,a _ - I - I i ,, t -p � t ¢ �� I I � I '� TG_: 1 k - -R \ 1 , LUCIL LE B, PINL. I T 5 .49 - I 1 1 I{( it ; N / t } 7.5 1a I A I I ¢ I I1 I- 10 DB. 2531, PG. 0443 - --i ^ ,�. jBG- ,si 280 C I t! I I}t 11 i I I� `+ \ !�k` CS-2a23 1 1 _ s I ill _ - 7 I TC-2 , # I , I It 11 , I ,. - ZONED B 2 ;�,` ', BCr28. I i 1 t I i' i J .'b))}' I ► i l ¢ 1 i ! ,' I ! -t t' I / I 7.s t I I I 1 I r I. t_ 270 I I Bo-zzts I �I I I a� I? I y" I I I � i II ', I �F' Y 1/rj I ��I E 11, 1 I II 'I lI i1, I I; / 1' 1 , it I' , Y` ilyl` RUSSELL N AND -11 v TG=2� I 1 1# I I 11 11 i I I' \To- a so'; Tc-2aa� t V � I I I II 4 ER I 1 I I DBETT CATN ERINE L_E A i - !r t � I= I - Ill 1= ' BC-: 9 s d 1 I I i i \ i" I � 1 2 r t- 1 t i 1 1 I I i I p I d 11 , I I 1 tl I\� _ 1-' 1 ..�I .11 ac, as ,. R% I t ` 1 IiI1 \ ', S� i gas - 7' \ I ZONED B ! t I' I I } :: i ' zalss I i I I /I i a �! I I I sa i _ I �OO i t1 II i I t 1 t I ! I i E i I .-,I_ _ _ _ _ _ _ _ REST. Iilli I 1! 1 1 I I 111 I I I t., t l 3. -- '.':.. n 1 i I , -, -B I L I a, I I I¢ i I , I I• I I FF -2�,Q I it `:f iI. I-' : -:: 11 Ill I' I I i 1 I 4 ¢ 1 i It I I I •:'9 1 d t t ! 1 I I I I Mi I t V I t I I I r t I i A I ! I i 4 11I '$ L i rl 1 t I - t. f - E I c t; f ;` I I all DAVIS B I ICHEA L B. D C� � - I I M �� I � ¢ 1 I \ g 1 'R `r t I �� -. � w.l.:: i I 1 ! I I I jjj 1 I t 54.E t 43 PU. 0 . ri I I 42 1. , '� i i¢ I , $ t ' f 1 I r i 11 1 , I \ l' ,, s I I I \ I I, 't J I � { 11 I q } - 1 I r 1 i B L ,I ZONED t ' Z I \ �, k iI I t I �Iil I I I i 1, it t 'e� \- ' I f n t I i _ _ 1 i y _ -- Fl i i '2 ::a ,-,, f I 1 I g t I I I! I I I I I i N I d. 1�- � 1 t y I IE I I I: I 'i / 1 t it 1 i 1= I ' Y. II I. c> 1 1 T t t 1 1 I} 1,;, i l #: /: e I 1j�, M I 4 1 i I t # ¢ 4 , I \ I �i l I t l ¢. : 1147 l l I ¢ I 1 1 11 -t ,y t i ¢ / 5. t1 I I I iIIiI I I i iI. I i t I l t i l i # 2 .4X : ..� I 11 i i iI. ! i I i , Tc-z 9z I , I -' f, •• ' f i i ¢ : q 1 I { � 1 4 I Bo- z d I i r' I II I � 1 it i ! t / rp ' 1 i I 111 1 !ul , I; MICHAEL B. DAVIS DB. TCr 75 -❑�❑ I,i - t , `, `� P I I, 7 I li I\ i 6 11 25 ` 1 1 I i # I F 1� I 11tI t AI05 3 _ I II443PGrti2 J +I 1 I / ! 11 � 4 _ i BC 28,7a t TC+29.39 1 I 2As I t .py P' - I 1 BF' 1 'Pla i g II q t i I ZONED B 2 Z ON 1 I I I I ,: TC- ¢! I i I l'¢ I �) I l I CI-53 pf i t I t I # 6 -.,.._ -- To- 2 �. z9. ao-za3s i t I I ¢ I To-z i d ecr 2& 3 i ( II �t j ;p 5 'C i 1 t I ( ! I m Y /BG,Y62 W I I t ¢' I v 11 I, II I C_ CI 52 /�+" t' z9.2 Q 11 ! 1 11 ¢ I I !71, a zM75 BC�28.7 r Z ,: , i_ J / II I -{ ' r I � I - I f 5 I G512a TC 1 1 1 ,_ i � 2&09 i I f I I I 111 I �,-291 5 (, ,o I II II 1 1t i !I/I Ii ¢ ! / I I I 11II3o CI-51;. Bc't I t I f 7t Z // II , 29.0 TC- 94 1 1 II I I I I u ,. 4 d � I I it I .. I _ I 1 t V J "'I V1 \`■V `a iW. I 1 � II T r I I 1 ul I - C I I ¢ p � E 5� \ 1 Z I I 1 11 P I O J } r` I :1 I I t P. J 4 C ' ' 1 �.. � li I ,\ / t ,I 1 2 I \\ I I I I \ 'N I M I } � ; tl I 0 ,�..._ I ill I � , 5 Pr, TJ I; k;ll I \ G ULFSTREA SHO�PIN � J I t; PG I 216 LATER D. '� I t I I \ ltl I \ r,�1i I EI \ v N 1 \ I .d , ti 0 2 � r : I }Ili1. 1 I _ {tI I. Ni I 1'o ild¢ I,f ZON B - 211 _ I I I . 1{ 0 II¢ i � b H�' \ w 4 � 9a p I \ \4 I' 2 Ii / I # aP/,,d dP/ r t t ; .T, , 43 { ,6 0 I fI- l 2 \ - .- - - - y I1, 11-1 , \t `t I II w 11 , I D- \ 1 I II I o V C� - M I \ , �I N I I a ;'�3�IQIQI?tlt4k� O 1 a; Ii� 1, ¢ I t i I R' STORES LLC 0 I I , 1' I }I, / I ID I . ' I +D . 4276, PG, 0293 # I ; / /C 01( it I ONED B-2 I / I 1 / � v, ,_ \ tj ' N t �� I I I I 21 Ii i i I �; i i ITID1 ,i I I{1, , r I �Itlfla 4) # I t t i 1 -( � I iai L. 3�-�I_99"11 i .r I I i I i� X 4' f 1 1 r 4 I I € / 11' . I I I iV 0 I I \ / IJJI I v I/ 11 1 4 JJ q I I I n_ qqI��I 1 Ij I 3 m iI I 1/1 0� 1 1 .Ir-11 r f I 1 � 1 1¢ , f t 11 1 D� l It.i I, 11 .I 11 i mI I4'- _ ........ w.__ '�� I �i 1 li do i LIMITS OF GRADING 1 I \ ,_.. 112 � ",__11" o f a 1,, 1 � rI 1 6 I IN I I r - " 1 .. 1 LIMITS OF GRADING & �&217(0!�,DRAIN_ _. CI-11A 8l(�>10cj Q l,kK) 6AAAP>n1 j-Xj7UD �L E C.)t,d ri +o �a,q c.," i\� t�-C:--" N, , N%, I z , 3 1 1 WETLANDS (AS DELINEATED BY HART & HICKMAN ON 06/30/06) \ (TYP ) --- jj �1, "5', j , �� , �-i (1) PT ZX12 ATOP SHEET PILING FOR FULL LENGTH OF TOP OF BAFFLE WALL. FASTEN TO 2X4 LEDGER W/ (1) Bg EXTERIOR USE WOOD SCREW O 16" O.C. MAX EACH SIDE (1) 1.0 GALV. BOLT O 16- O.C. MAX TO FASTEN PT 2X4 LEDGER TO SHEET PILINGS FOR FULL LENGTH OF BALLFE WALL (1) PT 2X4 EACH SIDE OF SHEET PILING FOR FULL LENGTH OF TOP OF BAFFLE WALL CAP DETAIL PT LUMBER CAP. SET TOP OF WALL O SEE DETAIL POND 16.6' ELEVATION. 1, STEEL SHEET PILES: SECTION PZ22. CONFORMING TO ASTM A572N GR. 50 OR APPROVED EQUIV. SHAPE. 2, COATINGS: BY GLIDDEN OR APPROVED EQUAL - GLID GUARD BITUMASTIC, 2 COATS, 6 MILS DRY/COAT, BLACK. NO. 61776. . UNLESS NOTED OTHERWISE, COAT AS FOLLOWS: A. SHEET PILES: BOTH SIDES - UPPER 8' B. ALL RODS. MISCELLANEOUS PLATES. . ESTATE I�ililill'ViNII�IIIVIRI�VIIII�IIIIIIIINIIIPG. 3193 .v3.. •1RIr 18nt 1�� ___ x TC-24-31 \ CI 1, �,, To-ssaT I G-24.22 TG_2 //^/�J _23.a7 BG_23.e, `\ \ ELEVATION VIEW - SHEET PILE j BC-23.72 BC_ 95 "�' `: BC-23.47 TC-24.3 24.24 TC=23 9 ' - '` ' - "' -"-, \' McADAMS To-24.29 TC-24.31 .._ - Pti86. 11 /06/D6) BC=23.79 ' _ BC-23.81 ' - ~,- --'1 ,r- rG 24:os m TC-24. f *•. - . P.lr2334 :. �e ' BC-24. 1 __._... BC-23.60 ' SC-23:56 N RIP Rftr i 1 \ �.,. 5 , ~ � ...;,. SHEET PILE DETAIL :. , . .33, :, TC-24. t; ;iC-23.95 TC-24.16 Y e % _L i __ TC-28.45 i T i. TG-23.17 , ' BC-23.45 � ' 5 L._:O G" , `.L : , w-W�w_ APR i `-,.. _ 1 \ d°0L� ► '' \ BC-25.95 BC-23 B6 DI-12 if BC-23.66 - TG-23.69 ' OUTLI T #1 ,--v DI-16 1 ro-z3a5 cs-23.89 SHEET PILE oy NOT TO SCALE }`-!, 90 TC-24 5 t , . : . : ' - ' __.9p.21oy1 BC-24:61- .f _aG,23.35_'" ,a -titi { S H OF - ( `�"" „ ' _-_.710�7 rG_2 sEE DEraL)` \ _ .� 1 - pyT7.. , pp.�7 � .86. ' \ I \\� _ _ __. _ q,, �� 58 "`^ ` :^. . .. _7� ., ,i,.. .$. `` ",r, a. �-TC-24.-00�?;'�,.n�t� f'"'� •�f- t r "^-7 .. e.•a«... 6 R .} ,' 1 r -_ .� rc-2 1 I art TC=24.06 t. FOREBAY #1 ;,'l r / ,� : I.: �.,}, I ' s , , i % �, 2 - : #:Ylr*. D: , `: ' :. s c ,,: j BG= 85 TC=25.67 = BC-23.56 , ' � . 7' , .. , 5 .. I r: r ,...,:.,... M:,.2i-..- . T..,. ,...1.. +,,,,; C-25.07 TC-24.1 t \ P - -- 1 {�g� r , . .-I: " . ice. .r.. T 28.89 _ : _ 24.3+ f - ;w L. + 1, (� GS_24.25 24.10 71 'f < _11:.;:.I:::..,1. ..1`1 1 gg T 25.75 3.. _ /' 1 J;!`2 \ ' t -rc G_;1 I TC=1r5.14 TC-24.07i \ TC-23.95 TCr24.18 i^ �" 1 O: i . w _ t3 5 = BC=23.57 BC-23.45 BC- f/ i li l� ,., .: ..1. i.::, b F,„ , BC 24.64 ENTERP > f,, i 1 ', ! t } 1 \ 1 1 'A11-TC-25.07 I TC-23.97v , � "I% BC 25.17 1 a\, rc-25 08 1 0 4 2 1 ...BC 24.5 BC 23.471 r e ..... . • .. , - . .......) 6 . :40.42::. _ / ., "� .11 _:r ~l .,, $C=24:96 TR� i,' t . , 1 1 `ry7 / .• / i �, TC 2 .OB i t a � F 350 PG. 0497 n� 'Y6.2a .v -- 2 50/�. t �ao-27 \ /'Z 1 ,-.. � BG � .58 � � - B6fr28.44 BC-26.50 \ •! ' ` Sf,- 56%14 I.�I^�+BC-23. r} t // #t,Ifl:.f, f r,/,.-..NE'F.._ ".\4 TC-28.75 DI-1 S 1 DI-15 �_._ .. _ ". _ . �;' N •-buy fii,, 1 . t "v,,.I 2,� `•' TC-26.75\, TC-24.94 T 23. - i--24.45 DI-13 C=2tt,30 : 1 : :. _ {%I BG=2825 , _ C-23:95 ..... , - : 8 , , . . - : O Z O N E D B 2 . t t : \ -2 - - -4 *... ..,. --=c - CI4 I, , .. TC-2 9 TC-24%7 11, t� t 1, - _..1 ^^4. t a 0�6.81f "^_ TC-2. __ I 26. [' 25.38 i 9:=24.33 .:: r: " ' \ \\, _ �• :•. f fG 28 2 ,. { BC- 4.09 BC-23.83 BCr2 [� Ii j' e 2 \ 21 ., , Bc-za43 I Bc- 24.es l 4 I �t '1 :; : ::: INV.I f, i � �111 i - f C_25.87 L TC 25.01 ! a N \ • /Y TC 27.08 r iC-2h ,.,.. 25.81 \ TC-24.58 s,s:: ;:. ., .:... ::.::.'v .: ,. 1,'r ,.. .. fl '. S-F . ..':... 1 /a "u • ,may > BCr28.58 '� •a BC-28. ;,tr 25.07 ' 2a31 \ 24.0BC ..... , :.. , .. ; : - r ! �7 �1 P r � I i !, I 7 t \ -.-. r m � w / FF1=Y25 25 / un t` /l i J ? `. ■ N 24.81 - 'r J,f 1 � Irl eI t `V W- W- W- MF-� r1M-MINI- wr- SEE ARC it I1:C NRAL /f t'r C t _ _ i ' ' i % ro-27.s5 \,\ \ ro-zs. �/ \ \ -31 I : PLANS FOR TRUCK WEL.. ..:..: t i ;I % 0) ) ? III 1 1 'v TC-2 7- 4.78-.BC-24.30 ,\ Bo-z%57 i 1 , Bc-27. :/17-!rC-24.. ,-::.::. • TitOICH . DON : DETNL :' : t i` ` \J t Bo-25. CE TC=L TC_2 ✓ 1 ti ...,. , � BC-2 33 r `? r 24 t >G ,c t _ .T 4.58 - CS- 4.75 .� / ! TC_27.88 TC-26.9l T C-27.88 , TC_2 ._ C-25.08 / r v�. 291 t 1 `t i1 � � BC-24.08 /,� I t - 7.38 BC-26� i ec z Bo�z7.3a a-zB.a B`' 't` rC-24.69 }' a, - CI 5 I 1;11r, d/P , \ I" } } " TC-�.95 ' i TC-26. I ` C-25. - ■ TC - :::: ::: ; :. „„ .: [ % 11 : . /,r t t t t TCr28.30 TCf28.50 f / ! DI19 ,lr-.241 B 4.41 >s*4,: .:--.. [-....:-.:.:.'' - I 1 I' /.;i / \ tl } 1 .17 BC-27.80 BC-27 ': BC-28.00 "'a. 25. 24. �f) j . t I TC :9, t POND #2 r t 1 ,t \ l I r si' t t TC-24.81 t - I �, , s. .a r � 5 i `hl t� t PF 1 BC=24.3, . ' f r TC-28.33 h_ I .*/ Cf`tt f. 1 , I h \ :fit:' ��k f ' / BCr27.83 .E,y� BC-27.83 1 / TC-25.20 \ TC-25.13 :-� t.�<L '*�.✓{ ,,.i 1.r¢ ,t j� t �' f d , 6.7 1� ✓�� `;TC-28.53 .29 ` I // BC=24.70 1 BCr24.83 - j ,:i _ �if , `'',t'i I "`„• P}� v rr ! \ '8 \ / s TC 5.36 .:.:.i ..:::1.. ::- .--. - '.: ! 4 `\ .1 rc-2 a1 ; rc-za53 _ C-25.08 l r t� ¢ ,r r`f rC-2s.63 _ � PROPOSED EMERGENCY 1 B TC-2a 2 .88 TC-25.43 2a03 TC-28.39 / 24. TC-25 F; ! I, f. ,, �+ �- r 1 25.03 `� I '' B 27. BCr 4.9 - - za c-27. 1' s.,e z _2 SPILLWAY. SEE SHEET C84 E 1 IN ,I t _ ,. YN4 1 _ r , _ 27.ae : 1 i \ z7s6 DI-14 �r : 4.V �,4 { 1. ,'x FOR DETAILS / t TCL 7.12 i 5.�f i 4r 7 - i BC-27. DI 1 za i BC- .82 t r \ \ `:; BC-25.3 , ei t� 7{ i'-: 'i ! f ¢.,. ^' 1 ,� r, '; 28.55 . rr / e�A���::c.i� tt1 ( ,- 6a 1 1-.L:r1:. 2Q,- S 16 1 I r 1\+ \ 1 1 ! I ON C-2aO5 <Y a 1 t � TC-25.2 f \ y:' t t t I �,_ t t ! l 0 : 65 ':: BC-z i FE 26:25 �I,; 1 ,' t �1 1 - Tc- ! I I r g TC-28.00 1 } 1 C-2 .80 ---f T PROPOSED OUTLET STRUCTU -. BC-25 0 e ¢ RE Bct2s.so � i \ \ N ,< SEE SHEET 8. FOR DETAILS I� C 4 ET z � 1 ', 2I 9T is �.. TC t ..� 1 e2 1 t1. R;i >� � rc-zs. -- --`N i. 'F .76::1; BCr25.28 4 41 7.82-28.44. TC_28.28 / 2 .32 T i , L 2 } 1. } r i ._. �,'. fi , BC 4 BC- .JB. �„ .:.... . r `s.: - .: .). tti ,} ,✓ f / { %� _ 1 a� , DOWNTOWN TWO, LLC �,i� •ar ' v i ( `Yl \1 --- J I TC=27.9 I is �: .so -28.Y I i r 2a / s - - - r } ,,.-- - � i j } (� r ec-27 4E LJ , 4 1 i Il _. 1 r AOt:LL -• � � • -�- . =':t' / �. :^=-.-- . _ ..OUTLET 3 �e ` t r # _ - r`--., is 'CI-7 - 0 G .. Tc-25 T t' _aTe=zs.s -.� �_ ::�:_ � ZONED R 15 r 2ata rc=z6 . (`' �. BC= `a . � 1r2 _ + I L -. t, 5 _ . I : d' r ! �. __ t. t DI 44 9 , ::, ........ .... , RIP RAP ` i f _ _ _ µ� ...,,.,.._ 15-.....,,- 1 _ . w \ .... .w a N' ¢ ..... , r J 8 f I: , r rl APR i _ 7:7. 4 / ', l,.,< ^� r ! i " �. I J I , i a / �` 7 1 TC-�8.44 a I il 1 PROPOSED STORMWATER 1 6 :1:: I T • , . --:. .'MANAGEMENT POND. SEE YCe28. .k r.. i Ofl S. �` , DI 46 t 25 1 ,t, �il � t T�27.,3 T''--_ �.' -:: , Yam:.. =.... :: j:-- >.. `-`rd-i r,� i 1 { rc-29b5O Tc-zaz4 `. =:tip_ r _ I SHEET C6.4 FOR DETAILS 1::;:: IBC-27 BCr27.74 d., -. "� •--^-..k. �-'_'„».RG^G7G5. ll .%. .-.- �.;:: :4,;' Il iiil ) I I i TC-26.83 ` 4 �. r \ \ -`t `i:.{ .'t �::,n :: B > d t}11 t. t , 8. i TC-2a30 za7, \` \: t d r TC-2 ./ , rr r fi 1!6efa ! . i -w r t 1\ ^' r 29.79 x,. n 7.eo Bct2 . t- t , . ry BC-2 t..-- - BC-27 ( j,� "�s 1 t d8.2 831 t ,',, .' i� Z. d:,,,. i ti �`-"`-=t\ '*' - \ 4.:i 1: -Y 1 t� - r:� �.. jr � 1 `--\ % 1-,. '' n:l ., - TC-26.80 -_... -:7; ._ -, , . - [ .Y:. .i:.. .` - :f, rrl'i ';`l \ -r C•28.521 I TC-zB.5 1. 28.83 TC-27.98 ,. TC 27.15 ,: 4 i.. .:.... -: - . _ . \ ... N . \: �s. t , t . - .} t -•�' "� j t ii�. ,30 L. 1- - ' I t V i BC_28.86 Bc-2s .- -. ' . . "` tt BC- 33 , BCr27.48 l.'C �- . �f � . l d '- "" `w I J ( i = . 7 : a ti -' \ �' - r Qn'rJ2» Vd q ! 3 I 1. � d �'- v f "" tl I r, :� 1 26.89 t" w r d Tc-z :.. - r / =' n GS-27.76 5 .i - 7.87 TC_288 t< 3' ,t\ TC-2 . ., + ; TC 2 '' F 'I F' �'�� :4--� �: ''. - 'l: -- 1 109 i - '' 7.86 k' BCr28.39 - BC_28.62 P - . \ _ - v "' ! ; 1 ri I ps "v - : BC-2A& BC-27.80. BC-27.37 s BC-28.35 ...-:"-`' - \ : -i:. � .• 3 t 1 . ,: �.:;.-� /` / \ / I -... / T 'rC-26.94 :-. ,:...:. \ '---} r t?r, / \ a I TC-26 . 5 . �c- - / 1 - . f � / WETLANDS / i I / ec- f - �G'S-26.7 /'./ 'V I BG26.25 1 / I _ �' t'" �'kv � - ce� ! �f/! � (TYP.) z,= d P \ ,; f I / ,, TC-2&51 70 iCt2877 L t. ))(( It711 `1 / \ l` I 51 - eo-2a.27�. -26.78 7 1 ! �----•.,, ..... .a } / \ ' i 5 ____ z� / -� 1. 2 Bo-za .2a 1 , , / r ( Bc= . s 7 I I . Tc_ 9 ! �.. i -yam kr r i / 32 ` TG-25.9 TC-28.84 28J1 k i - �': - B 29 / , i , za 'UI rc-2a.3� rc-za v.4e j BCr 7 Bo-27.87 ' Bc-27 82" 26.98 DI-42 , 1 _ I . ` \• _ _ -1 IF ;, r ✓ / r iT t (j :.i i. - ::':i'::::'::'r-: �.,F::': ": 1i - \ ,r ♦ \ \\ I 28.78 ! 2d TC-28.77 . 5 t I / ,r r .as - 1 .:., -.:,.. , t-:. :$:-: : -26 / .. / 4� \ i Tc=z -2z7o D141 i-'..-., ':.:... / 11, I / i 8., i 7G-27. 7 .26 <p 27.58 .�, / 27.20 BCr28.27 b if f f B 26.35 .:.�4 .:.•A I': / ! i / \ ? / / t ,'� ¢ & I 1 f __ _ r # 1 / - 2 s t TC-26 8 f �, ,1 ,I � i F� 1 � i �' 1 \ 1 I' ,:1: r" W W _ W.-_ ! I { f i,t Bo-2.za0�--I\'�.- i f 1 w W---,e-.e,� 3 I ETC-27, j \:' f- !/� / 1 t I t i ��3o Bc-za.eo r zoz \-:::::: :1:::: i:' 1 1 / j i BC-27. 1 t /t i _ r, BC-2611 :I:': f, , :.;r. ' _ 26.52 f`' ::.,:: T 2 50 ( t ;J. 1 1 7 J J` I 5 TC.7.53 T�-27.59-,-:TA�L• B 2 00 F: /t(� . ! i Y. '"'". `\ J J / / 1 TC=291 '!S _ 1 \ \ t �. TC-2a44 7'. e' t H 27.09 ac-,W-. -�\ f P 1 B�C�28.71\ B(`r _ 2a6s 4 BC-27.94 1 , 0}7=e,��%�5,. r_ /1'' .:::::. ,''.�.. �x.1'1 .:::./::::::::: \ rfj �'f ) `�.. t \\\`,, -""� .r' .l t l,�I '` E3 EXTEND SHEET PILE WALL INTO BANK A MINIMUM OF 5'-0' EA. SIDE r STORMWATER MANAGEMENT POND PROFILE (APPROX.) SEE SITE PLAN VIEW FOR FURTHER DETAIL PZ22 GRADE A572 (FY-50 KSI) STEEL SHEET PILING AS REQ'D FOR TOTAL LENGTH OF BAFFLE WALL SHOWN, MAX FREEBOARD HT= 7'-6' MIN. SHT PILE EMBEDMENT - 14'-0' I e 8c -�a.aa / 7.1 1 BC-2 9 -: \ , it_ 1 I t 2a811 I 25 i _ - 1 ,- 1--I zssa , ;.-,-,26.7 , - i' t To-27,33 .,'.r :,: 8.9a ,�.. f -_.-' , t ;4 -.-.�. -•:, ,. TC-28. TC-28.40 TC-27.28 r � r ._�':.. ::1t•: :;k 4• f /� \ i 29. a.- . I . BC-26. :--.T EI 48 ❑❑ 6.2 ' /e,<; x t C- .84 ' - - - -- BG=2a38 I -\ Cr26.7B 5 ...' ''v'-,i i,: 1 f '`,o-2s.38 - 'I , TCf28. TC-29.04 '� ' �i�; BC_ 7t-. \' r_�t d. �. ,f„ / I � , f. �p 1 NOTES: / a53 h ' ❑ TC=2 _ i TC-27.52 J BC= rt r' > � . BC-2&54 I I 4-.: J, c-2ao3 / 1 SEE SHEET C8.5 FO 1 R STORM DRAIN SCHEDULE. *� zo2 / , .. -. " ''•. TC- 8:04 ? ; .' fiC-28.36 `' : \ - 2S7D ETC 2 82 r r 35 ' . t3 TC•29.08 4 I .0 _ - 85 ¢. i TC 27. TCr29. BC! 79 \ 1 8 2 12 '.lJ ,- r , I 9C-27. - -\ J _�� - C-27.54 2 SEE SHEET Bc-z� ►�.BC-z& �- ��'.: - a _.__ ,, - e J ) E T C1.1 FOR GENERAL STORM SEWER NOTES. j .= :.ter-i:� ', - r: _. _,1. // ., _ _-_ -_ /, t e -, n, _ 1 w _ _ -__, I >.:.., fC 28.72 Vii' ` I'--..._ / 7. / r 2a35 'a ¢I... _ 1 ,�}/,(/ l - - 29.26 )-> OS-27.32 - , ! _ 32 } kk .` 1? \ E:. - !'� ' i t ::1. : : '-' •' - ::: 2a22 :: 27.85 e: ._ SEE SHEET C8.4 FOR I- ) . ._ .. _ _ °' ` '--'--- �' '� STORMWATER MANAGEMENT zs.es / 2a� POND DETAILS. f \ ) .I -:. L` .>;r' 1I 11 rC 2 1 gt i. t TC-2 5' I, 1. 7A. _ k ,. } t \ ! BC-2a51 I / ``� 2&87 :'•L-'�`'--. -t-,` '�` C-8.43 BC-27.41` ,i`R'-^.-•"' BCr27 } , : 4 ,` BC-27.e3 r - `-- ~ ` __ 1 . `' . zz6o DI 28 \ n ^ ^ _ _ _ \ _� 4) ALL RUNOFF FROM PROPOSED BUILDINGS SHALL BE DIRECTED TO ��. "T(Y29.70 _'. TC-29. f- _- .,: . ,'.. 2.,t. ! } BG,�2a66 TC=2&33 I 'S / ! , _ �. � \ e- \ 29. BC-29.02 ','�' � f-:" ,. _ - 1 d l - 27.79;,..%,;, 1 ,,., _V_28. : ;;: �!,rf!�!' V T-� ',� `C',- », _TC=25.3E1 /4fRON L �'!'• 'r, \ - _ \ ON SITE ST R rr .D i' f ii 0 MWATER COLLECTION SYSTEM. L.• _ TEM. BC-2 83 ; ; \ r ! { _ _ a.- :. " } :; I TC=28.94 ~ f < / PC-27rt29" '1 'mow ``t . �TC 84 8.57. �` � - �, . J BC-2k,.88 ,,.'1 \ \ mot` I •`\ > � � DI 49 -\ A ��/�� j To-27 s iczs.oY e `. .': 1i�E%F Bc-2a44 \ rc-za.n / Bc- a \ 1 1 \ : , i; , - :_ 1 TC+ .32 : 'BC-27.81 `-.-BC-2 27�3=_' .....2 27.5� I rr. \ _.--. g - . M rc-ia:46 ro-za CI-27 i ? 5) S SHALL HAVE FLARED END SECTIONS. 1 1 / 3d>�0 I �.._ ___. y` ALL OUTLET PIPE a- ec- a2 ��� t '11 9 _ 16 0�� " ' _ _ I'$ I �., .:.. To-2as2. �PDI; cza,32 ,. ap- \ ¢ I �` DOV�NTDWN TWO l < v.:. .....:. :......:..: ., _ N . c-2aoz / ro-2s.er'.,_. Bc-2z z Js , , -: i - \ 2d - _ .. - tal..,_.-:_:_- '..,ji TC_28.5, t, rit t �- rG-29. D B 2368, P G 1 - - .. • - j Bc-27 a+ Bc-zao, rc a. l I l ! I ! r / T 0 - I- - K' 9.16 TC-2 .39 TC-28.68 I i i 8 8 TC- 2 I I i Il, e t / BC , TL7-29.3F 't��-. ll:'.a't,=.'::.:.•:: s Xi BC-2&79 TC� 8.39 { i 1 Ij rJ I'' / r _ : , 28.ss Bc-2ae9 0 rc_2es _ i 1 sc--. y - '' - - / 2 rc-z{ rc=2e;77 Bc-zza9 Bc-zzt i 3 I i ?'tJ ✓ -' _ "....•- -a Bo-,& ¢t i i 1 II r }; I 1. _.� MI-I-38 1p, BG_28.,2 \r I �- a.57 i I I I ,, ZONED R za CI 47 ,To-29.01 / To- a92 1 t TC-28.95 I I; a TC-28.99 , ,. i I . .. BC 28 07 } r: , I. ,�" ` ao-u 51 �Gi24. wi; Bc-za.4s CI 29 I I rc=z5. ¢. - - - - - - - - - - - ■' - �A.. - - '�. 4 , TC-28.37 i : �_ = "-' / ,,.. - _ BC-2. i # ,lt r,t �.. �. , ____ - - o§ r CI 48 2 �' C_27.87, 1 \ i. I i i iir - I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED Mr29:7 49 4 BC-29 rr 'TC-2ae9.,,_35 7G.29.77 2812 _ .�.,,�;- f'` ( I ¢ ry: - IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY TC-28.ai TC 2.9.07 _ To-2910-_BC-2at9 1^�•274 :`?¢ {J DI-30 } r: S,} ` I !y ORDINANCES AND STORM WATER DESIGN MANUAL. BO-2d80 �.BC-2a31 BC=28.57 rr ``. `"� a7"62' --.�_ _ - --- i _ ___- - ...-.___ rr ..__... _ ._ , To- MF- \� + r 1 7, l\ ti \ \ /\ ,�",_ I - / ro-2 7a _ - 26.38 SIGNATURE: 1C-31.79 h �'I -`-••.-'w"' .�; TC-29.42 �--�'7 /r \ A----- -r. -.---.. ..- BC- 2g <, .J� !f 25.��-,� \\ �' t1111t /', ..ram I-¢ \ / is+�, L/ :;, ec-zteo ;� IC-30.89 -"- ___ \\ - - - "� - BC-2a� T a39 \ ft (i1Yi PRFNTED NAME AND TITLE: ROBERT P. BALLAND, PE I BC-30.38 \� :..`"\, �,. :• • "y'' .-- +ri - _ _ . - -- -z \� •.. AfI'I-34 -- - ..� 758 - - BC-27.89 `^ 1 ,.,.:'-. r rC=2a10 y S' ~'7 tt 11Y' `-' � �\ ,- _ l : I TC-30. "" \•. �:..-, -ao„ " '- z TCt2ai 9 _. _ TDt27A4 TC-28.24 TC-28 30 "`r BC-27.60 L f + b -_ iS - - - . �"�I l 3 .- . - - ` ( - BC-z7.69 r►z7.84 BC-77.0 BC-27.74 BC-27.80 I _j jY \ I DATE: z!4/& - �- - - 11; _- ¢ - -___.__,_r,Q. -� . - _ TCr27.65 CI-31 _26.96 ~ ~ i" ^7 I Lam _ _ __7-_' ���'' \ , •- j I ' -'�•- ... - _ " 27.34 TC-2T85 /,---T�47,85--- 1 1 ,F---:, i I t �� _,.*, - - - BCr27.i5 BC-27.35 / BC-27.35 C-2S.45 1 J �� r - REGISTRATION NUMBER: NC P•E. #031591 -TCr29.1 . , I °. _ - - CI-3 - _ �'_ '- - �opol - - - - - _ 1 1 ' r i ° I ! r r \ _ / d \ - - 60 - TC-2. . "2'i _ •$9-2795 TCr27 ~~ r.r l /r/Jf If11 f, \ J - C ` I - -�- - & , - - ,u. C=270 - CI 3� _.._ e27.45 ,-B(r27:45- ..� ,,,..,,\ 'v /:`// I `/ r . /• ` �< \\ i\ 1-- ,. ���_ _ __ \ To-27. �� \ /////{fit: Y€ \\ �\ \\\ i ' \ �`- - - - _ TCr2 48 - - - - -- -_ TC-28:19- - �BCr26. , /--^"""\ ``\ r /! t v /' \- \ \ E A S E M ENT C R 1 B E D - - __ BCt27.69 1 0.2a. 0 \\ \\ //If { `\ `� ; _ 'ME HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON I I N PLAT B 0 K 3 5 P G _ - -- _- - 27.s, - 2 a. BC-25. q-1 t 1 Z\ \�/ r RECEIPT OF'AUTHORIZATION-TO-CONSTRUCT- ANY CLEARING, GRADING, CONSTRUCTION OR #- �/ /I \ DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WiTH THIS PLAN AND THAT THE p -7 p L� O E P H f R A N C\ L I N ► _ ice, '� t �` _ _ ��-- i' / ♦ \ \ APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY THE STATE OF NORTH I S CAROLINA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART _ ' FREEMAN DB. 4117, �_ _ - __ _- 1, ,:_ _w r \ \ \ d \\ ' SURVEYING - --- - y TC_ I 71 /l \, \ `\ / \ OF THIS PLAN, AS THE OWNER, WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION P G . 0693 - i TC-26.73 f BC-2a80 \ \ ` \-„ of I J \ -\ \ AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES WE WILL NOT ATTEMPT TO �- - zao2 ( \ i TRANSFER THIS RESPONSIBILITY WITHOUT THE WRITTEN _AUTHORIZATION OF NEW HANOVER COUNTY, II ZONED B-ice I -`�__- B 25.52 L___ ( \\ \\\ j SIGNATURI`: % PV%-.- _ GRAPHIC SCALE _ _ •�. �_\ ', 60 0 30 60 120 1 - _ - } �' \\ e : i PRINTED NAME AND TITLE: �Ld $ / l /ZoO/�' S z p Ih. p--;""r_4e*,. L,�141y' 11 - �� � \\ r' r DATE. f %I,L'o 0 Il.M. AN) DONN:zwA -� -___,-� Yi Cr ` -- - - .._......-- - - --__- ..------..._ --..- 1 Inch = 60 Feet iI R:AC -^ti\ ` mow' __ <'' t' l i / iI G. 0004 i , I Njr-i t�E�Ni¢\I A / % ' �i I�*_.. Q.B.B. 476., P . --- , / \ z O I _� U I4 z O U 0, PT F- 4 (J ) 44 I_4 O z I rrz V V ) nW 1� z C �9g I V N N ;il AP o a g 5 75 9 tR In 9 0 5F=Is z i Ir r- Z, 0 6 C C to t7 zm§� 0 z aCL V)�3�0I 0 �iR R I; to CU C td A w rA 0 M +' O P�s� 'N Av)N� �44 C,Z P-4 0 I` Ln O^ �w 0O o `J � � Q �O 4 � � .t v 1 r 1 1. ' \ 1'i v z ~ OZ W //�� � J F•�1 U cli t7 O O I H Z N ` N t - +u-I cd V__4 O t- ., 4-4 11_\ 4� Ct3 z ,y�0 -I Z-I te ^ f: - i-I O 0 W � �/ 4 (` W Cd � O . O -4 z O � - T -i . � ;4 T__4 r- w G1 O Z � 4 �� z 1� W W 7 H z �_4 � �o� �Z a Q p 0 . �OP4 `��hh � .J Z U H w �I_1 ray' r " 9 1 1 w0 V 7 7 F--1 f 1 ego o(oaaa �p< ��Irmw 9 !p II p O O H H' N U) 5F � �sa� �9 8 %G rs X zaz gull-KII&IIa c8aa..a Esis SEAL C4,02 PEI JOB fE: 06130.PE PA" -IS EX. SWALE BMP #9 A=(1.46cc) Q=10.05cfs CH 0. C&G -7ti- Pmc 00 �-,2�00. MM ;� 2 / 21 -V cork: C&,G Cq 01 0 V, CB- . el. Q o PROPOSED 275LF X tSILT FENCE. SEE DA#7 DETAIL SHEET 9,064sf (0.21ac) C9.8.2 DA#8 30,180sf (0.69ac) V11 09. '.. LIMITS OF DISTURBANCE PROPOSED 275LF 3.26 Ac. I SILT FENCE. SEE PINER ROAD (�R-1521)', PLAN -f-IN V1 SCALE: 1"=6 40 --- --- Tj -Z 1.0 Ld ------- ------ 00 z C� C.4 Z CY) LJ Z 36; C14 cr r z 1�0 00 00 4 OR 00 CIA n P, -0 --- - -- ------ 0 304 . ...... . ... ....... C4 Z) - ----- -- +-u 4 'to CS 32 110 009 �02 C� �-p M Ilizo + to ------- 04 Z) -Z L0 'A II C) M 1-- 11 Zo + N Ili::) z 0 V) pe) t- >: MG GRADS M F-- ------- < M > > Exis C) V) 28 4 ------- 7 UnEzz - - ----- - --- --------- tI. 7 77. LINE' .7, ------ - --------- 24!.- 190 FT-- ..37% 0- 15pp! LIII LINE 61 164 FT'� '18" 0- 45% -T- ---- --- LINE 5 179 FT LINE 4 192 FT _F 20 !A VAnW AWr I .10.00 0 C� LO C) N 0) r- N 10. 0 00 0 co LO 00 K) 0 0) .00 (o U-) cc, NOD C6 N c6 00 ()6 r, CN r- N CN to (6 N NN ui C4 N t I 0+00 1+00 2+00 3+00 4+00 5+00 U. 0 00. 1"T-) --qt-.1000 1t- -41`T4- - 0A6 qL6 N4 4 N4 C-4 PROPOSED 75LF SILT FENCE. SEE DETAIL SHEET C9.8.2 CONTRACTOR TO REMOVE EXISTING CURB INLET FRAME AND GRATE AND REPLACE WITH MANHOLE RING AND COVER "Iv PROPOSED 515LF SILT FENCE. SEE EX. SWALE BMP #1 PROPOSED 221 LF A=(0.74ac) -SILT FENCE. SEE Q=5.08cfs DETAIL SHEET C9.8.2 41 ZRA* LOD--�� LOD- LODLOD 0 0 11_ �17+8 99 4i EX. SWALE BMP #2 PROPOSED 551 LF ac Q=1.94cfs -SILT FENCE. SEE DETAIL SHEET C9.8.2 GRAPHIC SCALE 60 0 30 60 120 1 Inch = 60 Feet 111.11 001W c!jui C�JF4 u]b Lql06 11]E5 IqIZ'6 1]6� c](0 cO c'� [4- r� I r� to .4-4 K) L0 L6 Lo L0 Lri L0 U� V) Vi L0 Vi Ln U� L0 Ui LO L6 V) C6 N - . N N N CIA C`4 N CIA C14 C14 C14 N cli r1l fl, I 6+00 7+00 8+00 9+00 10+00 PROFILE VIEW HORIZONTAL SCALE: 1"=60' VERTICAL SCALE: 1"=6' SWALE CALCULATIONS_ 11+00 12+00 RUNOFF CHANNEL SWALE # Ad C Qdesign Length Inv In Inv Out S d A. P R V..t..i I Q.ctu., Adequate Capacity A Lining Required? (acres) (cfs) (ft) (ft) (ft) (ft/ft) (ft) (sf) 00 00 (fps) (cfs) (Y/N) (Y/N) BMP #1 0.74 0.35 1.87 464 25.00 24.16 0.002 1.00 3.00 6.32 0.47 0.96 2.89 y N BMP #2 0.28 0.35 0.71 435 25.00 24.00 .0.002 1.00 3.00 6.32 0.47 1.09 3.26 y N BMP#9 BMP #10 1.46 1.07 0.35 0.35_ 3.69 2.71 278 455 27.00 28.00 25.50 25.00 0.005 -0.007 1.00 3.00 3.00 6.32 6.32 0.47 0.47 1.66 1.84 4.99 5.52 y y N N BMP #11 0.48 0.35_ 1.21 325 24.80 21.01 0,012 1.00 3.00 6.32 0.47 245 7.34 y N • STORM SEWER SCHEDULE 13+00 14+00 15+00 16+00 17+00 17+86 Z C H NOTES: 1.) SEE SHEET C9.1 FOR PROPOSED GEOMETRIC LAYOUT. 2.) SEE SHEET C9.2, C9.2.1, C9,2.2 FOR PROPOSED TRAFFIC CONTROL PLAN 3.) SEE SHEET C9.3 & C9.3.1 FOR PAVEMENT MARKINGS PLAN. 4.) SEE SHEET SIG. 1 FOR TRAFFIC SIGNAL PLAN (US 421/PINER ROAD) 5.) SEE SHEET SIG. 3 FOR TRAFFIC SIGNAL PLAN (US 421/MYRTLE GARDENS DRIVE) 6.) SEE SHEET C9.82 FOR SED19ENTATION AND EROSION CONTROL NOTES AND DETAILS 7.) SEE SHEET C1.1 FOR GENER(�L NOTES 107 P� APPROVED & C) NORTH CAROLINA ENVIRONk' MANAGEMENT COMMISSION 19 /0 7 ---------- Line - - --------- ---------- ----- ToLine 1 LineLength 18.36 Iner.Area I (ac) 0.67 TotalArea (ac) 2.73 RunoffCoeff. (C) 0.95 IncrC x A 0.64 TotaIC x A 2.59 .... .... .. InletTime (min) 5 TimeConc (min) 8.7 nt otaiRunoff Rnfall T (oft) 6.6 16.99 - -- ---------------- - -- -- ---- I Flow CapacFull i 111 -1-------- (cfs)(cfs___.__-__..._ffirs) 0 28.71 veloc PipeSize - - in 1 6.37 30 1 Pipeslope - 0.49 Inv ElevUp .- 17.02 Inv EIevDn --------. (ft) 16.93 ---- ---------- HGLUp HGLDn Grnd/PJmUp Gmd/RimDn - - - -------- .. (ft) 04 18.84 18.77 23.33 23.5 ---- ... .. ...... Line ID - 1 --1 -7.5 .- 2 10.87 1 0.75 0.75 0. 95 0. 71 0.71 5 f 5 7.2 3 4 4.03 �.46 43 18.38 26.41 20.38 23.8 23.33 Uni� i 3 1 138.44 0.08 1.31 0.95 0,08 1.24 5 8.2 6. 8.26 . . ....... 7.9 0 8.26 571 1 7.9 I 8 1 -------- 17.81 17.4 20.09 24.2 23.33 I - -. Line 3 4 5 3 4 192.08 179.42 0.22 0.11 1.23 1.01 0.95 0.95 0.1 5 4 66 . 6.9 0 7.42 --0 6.63 - - ---------------- - L- 1 4.47 18 �3�.75 1 0.5 0.5 18.87 1 1987 . 17.91 1897 . 1 22.24 21.15 23.98 24.2 . . . . ........ 232 2249 25.01 ..23.98 Line 4 Line 5 1 - ------ 163.87 189.76 0.21 0.69 0.9 0.69 i 0.95 0.95 0.2 0.86 0.66 5 5 5.8 5 i 6.04 7.2 4.74 0 6.04 8.8 0 4.74 3.95 3. �2 8 3.86 0.7 21.1 2.18 19.97 21.47 23.89 23.35 25.84 25.01 -------- --- 25 27.08 i 25.84 Line6 0.66 7 - - - -------- - - ------- - -- ----- 6 - ------------------- 1 T -4 Line 7 Lin Area InletTime In# RunoffCoeff# Q=CIA -'-Q Carry-over ----66a-'-p'-tu-r-e-d---I- dBypassed GufterSlope Gut#te Idth 16�orois ope, S%CrossSlope, Sx LocalDepr# InietlDepth InletSpread GutterDepth GutterSpread BypassUne No# LGrateArea JunctTvve Curblle!Vh� 1 GrateLength I GnateWIM4 1 C13-11 0.67 5 7.23 0.95 4.6 0 i (sqft) 1 00 (ft) Curb 6 14.64 0.005 - ------ 0.27 0.02 2 0.41 12.37 0.68 9 . ........ ..... 2 MHA C13-2 0.75 0.08 5 5 7.23 7.23 0.95 0.95 5.15 0.55 0 0.55 0 MH Curb 6 4.44 j .005 2 0.�? 0.02 2 0.23 2.92 0.33 1.22 --------- 4 5 C13-4 .22 0.11 5 7.23 0.95 1.51 0.76 0 0.01 1.51 0 0.77 0 Curb- i 6 7.59 6 5.19 Curb .... .... 0.005 1 2 2 0.27 0.27 0.02 0.02 2 2 0.31 0.25 7.02 4.12 0.48 0.37 1.78 1.37 4 ---------- 5 7.23 0.95 6 7 C13-5 . .. . ..... .. 0.21 0.69 5 5 7.23 7.23 0.95 0.95 1.44 4.74 0.01 0 1.44 4.7 0 6 i 7.39 .... .... Curb 6 14.9 0.007 0.006 2 0.27 0.27 0.02 2 2 0.29 0.41 6.17 12.02 --0- - .44 0.6-7 ------ 8.5 6 - --------- . ...... ------ ------ C receivect z 0i z 0 V) Ld rn >,U Cd V) Cd +CIO O 0 < .72 0 U LL- U z z 0 LLJ 0.4 1 0 Wu Cr) F-4 z c1q 00 4 z �5 - ON 0 C/.) _O Z LU U I,j z 0 7j W Z o �� 2. Z Lr) W O V_p U z P4 1� 4--1 00 e LIJ �4 �p".0O w wo o� z z 00 ,z, Sbm , 0 rML z 11 CC x 0 0 V) 80 0 Li- z 50 d L p Z% 0 z 8. Do- W CC: SEAL C es E L 0315 IN OPP. it C 9. 7. 1 PEI JOB#: 06130.PE CLASS IORII MATERIA CONCRETE CLASS I. II OR II BACKFILL CLASS IORII BEDDING CLASS "A" CLASS 1 OR II BACKFlL CLASS BEDDIN( CLASS 1. II OR III BACKFILL CLASS "B" CLASS "C" CLASS BEDDING DETAILS NOT TO SCALE DRIPLINE PROTECTIVE BARRIER MIN. STAKE IGHT ABOVE ADE NOTE: TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUC11ON AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE 11PS OF THE OUTERMOST BRANCHES. NCDOT #5 OR #57 WASHED STONE METHOD OF TREE PROTECTION DURING CONSTRUCTION NOT TO SCALE A 19-GUAGE HARI t ME: NCDOT WAS / EMSTING GROUND COMPACTED BACKFILL TO 95% MODIFIED PROCTOR IF UNDER PAVEMENT COMPACTED BACKFILL TO 90% MODIFIED PROCTOR SLOPE WALLS TO ANGLE OF REPOSE OF SOIL OR AS APPROVED BY THE ENGINEER COMPACTED PIPE EMBEDMENT TO 90% MODIFIED PROCTOR BEDDING "CLASS B" FOR DIP AND C-900 PVC COMPACTED GRANULAR MATERIAL IF REQUIRED BY THE ENGINEER L PIPE WIDTH +24" _I TRENCH BOTTOM TANDARD PIPE TRENCH DETAIL NOT TO SCALE " WIRE MESH 4 • .4 v -_4 . OPENING .-e SECTION A — A NOTE: FOR CURB INLETS AND DROP INLETS INLET PROTECTION NOT TO SCALE n EDGE LINE YELLOW OR WHITE CEN-TER LINE YELLOW sv� VARIES AS DIRECTED BY ENGINEER (6' MAX.) TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. #12-1/2 GUAGE BOTTOM STRAND MIN. #10 GUAGE STEEL OR WOOD POST NOTES: FILTER FABRIC 1. WIRE SHALL BE A MINIMUM OF 32" IN101 WIDTH AND SHALL HAVE A MINIMUM OF 6 FILL SLOPE LINE WIRES W/12" STAY SPACING AND GROUND LINE M 2. FILTER FABRIC SHALL BE A MINIMUM OF (I ADEQUATELYi 0 THEHALL WIREBASFASTENED DIRECTED 6" iv MIN. BY THE ENGINEER \��� 3. STEEL POST SHALL BE 5' 0" IN HEIGHT ������������� AND BE OF SELF FASTENER ANGLE o \ STEEL TYPE (n a o o W _ ¢ Ld I \ \ \ \ \ 4. WOOD POSTS SHALL BE A MINIMUM OF 6' I W N � IN HEIGHT AND 3" OR MORE IN DIAMETER o PO WIRE FABRIC SHALL BE FASTENED TO WOODEN 3 f-O(:yT2'W ffbN13OT LESS THAN #9 WIRE STAPLES \ �\ ANCHOR FILTER \\ FABRIC SKIRT AS DIRECTED BY THE ENGINEER GUIDELINES FOR TEMPORARY SILT FENCE DETAIL NOT TO SCALE 10' SKIP LINES YELLOW OR WHITE GORE LINE I 10,J WHITE 30 DIAGONAL LINE40 2' MINI -SKIP LINES YELLOW OR WHITE YELLOW OR WHITE CROSSWALK LINE I2co �� f 13 WHITE 15 STOP OR TRANSE-FSE BAR PAVEMENT MARKINGS LINE TYP E., NOT TO SCALE RIGHT OR LEFT STRAIGHT ARROW TURN ARROiN 20' W _ A' 12' R *NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST WIDTH APPLIES FOR A 'NORMAL' WIDTH LINE. THE SECOND WIDTH APPLIES FOR A 'WIDE' UNE. 'WIDE' LINES ARE REQUIRED WHEN DESIGNATED IN THE PLANS. OR WHEN COMBINATION STRAIGHT AND LEFT OR RIGHT TURN ARROW COMBINATION LEFT ADD STRAIGHT AND RIGHT TURN ARROW COMBINATION LEFT AND RIGHT TURN ARROW GENERAL NOTES -ALL PAVEMENT MARKING S'MBOLS SHALL BE WHITE IN COLOR -PAVEMENT MARKING SYMEC_S SHALL NOT BE LOCATED AS TO ENCROACH INTO INTERSECTION AREAS. -ON PORTLAND CEMENT CC,CRETE PAVEMENTS, PAVEMENT MARKING SYMBOLS SHALL NOT BE :_ACED ACROSS TRANSVERSE EXPANSION JOINTS UNLESS APPROVED BY THE ENGINEER. P A VE M E ITT MARK ',3` ARR0VLf/ SYMBOLS NOT TO SCALE EROSION AND SEDIMENT CONTROL NOTES EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES: 1. INSTALL ALL TEMPORARY SILT FENCES. 2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. CONTRACTOR SHALL INSTALL SILT FENCE AND INLET PROTECTION. 3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING ACTIVITY. 4. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, 6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT. 7. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY NEW HANOVER COUNTY ENGINEERING DEPARTMENT. 8. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT. MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING. 3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 4. INLET PROTECTION - CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL REPLACE STONE AS NEEDED. STABILIZATION NOTES 1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF GRADING. 2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY PHASE OF GRADING. PERMANENT SEEDING SCHEDULE MIXTURE 5CP Seeding Mixture CENTIPEDE GRASS SPECIES Seeding Dates MARCH - JUNE Soil Amendments APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-10-'10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZ= VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. TEMPORARY SEEDING —LATE WINTER (EARLY SPRING Seeding Mixture Rye (GRAIN) WINTER AND EARLY SPRING ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SPECIES SUMMER GERMAN MILLET APRIL 15 - AUG. 15 - SUMMER SPECIES FALL AUG. 15 -DEC. 30 -FALL RYE (GRAIN) Seeding dates COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING Soil amendments FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. Maintenance REFERTTLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. WIDTH VARIES SEE PLAN SEED & MULCH AFTER I DIGGING DITCH - SEE NOTE BELOW VARIES SEE PLAN NOTES: 1. SIDESLOPE VARIES, SEE PLAN FOR PROPOSED CONTOURS 2. SWALES TO HAVE A MAXIMUM SLOPE OF 3:1 TYPICAL SWALE NOT TO SCALE O � M Q N /1� >,LUCd � M -FA zp U r-I 1- Cd �of U O U w z z Q w_ a J O O d- ZCIA N , . g-f A O 4-4 ti/ [L Q74-4 W � 7 W M r—+ � O 4 A W � W W 0 i� P. 0 U_ U� P4 O Z W ,>� U W fil W 0 zz Z m m m o aaa no(ax:wa O �(n U) rOf- Q oo Z O ILI U) ga J aZwin w w Zwaw W,23.W �dvj4W VaEZ(X D OdV SEAL `,,`Q1H�auieurrrrri .%`�� �H OAR ��'y. � ON O�ofSSSi �. .� ys r EAL - P. BIB; rrrrrerrn16r PEI JOB#: 16130.PE RCIAL SHOPPING 5511 Carolina Beach Road New Hanover Co -Linty, North Carol0 ina PARCEL INFORMATION: DEED BOOK 2350„ PAGE 0497 DEED BOOK 1421, PAGE 0642 PARCEL ID# R07614-001-010-000 CURRENT _ZONING: 132—HIGHWAY BUSINESS DISTRICT MAXIMUM BUILDING HEIGHT: 40 FT. MINIMUM INTERIOR LANDSCAPE ISLAND: 144 SQ. FT. MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA PARKING. RETAIL 1 SPACE PER °:1SF MIN. PARKING: RESTAURANT 1 SPACE PER 3 SEATS, 1 :;'ACE FOR EACH 2 EMPLOYEES SITE REQUIREMENTS+ BUILDING AREA HOME DEPOT - RETAIL - RESTAURANT - TOTAL BUILDING AREA BUILDING HEIGHT REQUIRED PARKING RETAIL - RESTAURANT - TOTAL REQUIRED PARKING PARKING RATIO PROVIDED PARKING: TOTAL PARKING: HOME DEPOT' - RETAIL - RESTAURANT - PARKING RATIO: HANDICAPED SPACES: HOME DEPOT: RETAIL: LANDSCAPE AREA: HOME DEPOT° RETAIL: 106,432 SF 188,300 SF 11,9311 SF 306,663 SF 26'-1" AVERAGE- 1 SPACE PER 400 SF MIN. 1 SPACE PER 3 SEATS, 1 SPACE PER 2 EMPLOYEES 789 SPACES 2.6/1,000 SQ FT 1,486 SPACES PROVIDED - 789 REQUIRED 444 SPACES (266 REQUIRED) [4.2/1,000 SF1 970 SPACES (471 REQUIRED) [5.2/1,000 SF] 72 SPACES (52 REQUIRED) [9.9/1,000 SF_1 4.9/1,000 SQ FT 12 PROVIDED, 9 REQUIRED (VAN ACCESSIBLE) 36 PROVIDED, 20 REQUIRED (VAN ACCESSIEH E) 0.08 x 753,626 SF = 60,290 SF (72,108 SF PROVIDED, 10%) 0.08 x 242,221 SF = 19,378 SF �24,846 SF PROVIDED 0.08 x 511,405 SF = 40,912 SF �47,262 SF PROVIDED NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCkTED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTOR'S SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" .�T 1-800-632-4949 CONTACT THESE UTILITIES NEW HANOVER COUNTY ZONING NEW HAJOVER COUNTY ENGINEERING (SEWER) ATTN: SHAWN RALSTON ATTN: MR.. ,REG 'THOMPSON PH: 910-798-71151 PH: 910-7,8-71;59 PROGRESS ENERGY PH: 1-800-632-4949 PIEDMONT NATURAL GAS PH: 910-799-7165 EMERGENCY DIAL 911 POLICE — FIRE — RESCUE CITY OF WILMINGTON (WATER) ATTN: MR. JAMES BONSER PH: 910-:43-3977 BELL SDUTH PH: 1- &C,0-632•- 4949 TIME 6ARN;k-R CABLE PH: 910-763-44538 JU Y, 2006 1 � D Port City Central LTD. Partnership 701 Eas.1 y Bay Street Charleston,, SC 29403 (910) 763-7624 VICINITY MAP NOT TO SCALE DEVELOPER: PORT CITY CENTRAL LTD. PARTNERSHIP 701 EAST BAY STREET CHARLESTON, SC 29403 ATTN: MARGARET BELTON (910) 763-7624 ENGINEER (,'CIVIL PARAMOUNTE ENGINEERING, INC. 5911 OLEANDER DRIVE, SUITE 201 WILMINGTON, NORTH CAROLINA 28403 A IiN: RODERT BALLAND, PE (910) 791-6707 PROPOSED WATEF QUANTITY MATERAL 1,840 LF 6" C-900 W;JERMAIN 1,314 LF 8" C-900 WJERMAIN 1,460 LF 12" 0-900 VATERMAIN 10 FIRE HYDRANTS 1 BLOW —OFF 6SEME1_.Y PROPOSED SANITARY Sc 'WER QUANTITY MATERIAL 26 LF 6" SDR 21 FORCEMAIN 898 LF 8" DI SANITARY SEWER LINE 14 SANITARY SEVER Pv1ANH0LE -010 ' 1la17 PW15' ibl ,,v�e� fly rip/Ore e�f4e,, f-crzbad wl she�f p 1es. shQets C4.1 C ¢. Z f C- 6.4 we-e ENGINEER (TRAFFIC): MANDALA SERVICES INC. 2306 MIMOSA PLACE WILMINGTON, NORTH CAROLINA 28403 ATTN: JOHN BAUERLEIN, PE (910) 251-8912 ENGINEER (SITE LIGHTING): CHEATAM & ASSOC. 4806 SHELLEY DRIVE WILMINGTON, NORTH CAROLINA 28405 ATTN: MARK CIARROCCA, PE (910) 452-4210 ENGINEER(GEOTECHNICAL): ECS LTD. 7211 OGDEN BUSINESS PARK, SUITE 201 WILMINGTON, NORTH CAROLINA 28411 ATTN: WALID SOBH, PE (910) 686-9114 SHEET INDEX SHEET NUMBER SHEET TITLE CO.0 COVER SHEET C1.1 GENERAL NOTES �C3.0 --DEM-&E TK N--PLAN-- OVERALL SITE LAYOUT C3.1 SITE LAYOUT C3.2 SITE LAYOUT C4.1 GRADING, DRAINAGE PLAN C4.2 GRADING, DRAINAGE PLAN PHASE -t---EROSION--06NTR8E—Pt�cith ' C5.2 gE-t-EROS ON--CON-TROL"f'tietN- ---- --05� 3----- A-SE--ii—EROStON--eON5-Retz— 'E*W A -St= -tt -ER tT�/ /�[ �c ----V ,-► A-T-'Y�--I�I�'C�Ic HLES -- --- e6:13 OFtL-E-&-------• ---L�ANDSE�RE- f�L %llq - - -- -- ---- . __,_....._..__LAN-DAP-E-PEAf� C8.1 DETAILS C8.2 DETAILS C8.3 EROSION CONTROL DETAILS C8.4 POND DETAILS C8.5 STORM SEWER CALCULATIONS .9: W. 'VI��ATER BC—Ti r,%ILel -lj G8.7- -- - :4: : -WATI1-TA vE-TAtrLS ---••- - G8 Q f1CTA 1LS R PREPARED BY: 1b-1'1%-,AM0UNTF 1-1 E N 0 1 N E t; R I N C 1 N C .jkA® 5911 Oleander Drive, Suite 201 = ' `UL7 P 15 1 A ROVED�Wilmington, North Carolina 28403 =; 2s�&G NGIN� NORTH CAROLINA ENVIRONMLIv I11 (910) '791-6707 (0) (910) 791-6707 (Fij P. MANAGEMENT COMMISSION DIVISION OF WATER QUALITY PROJECT # 06130.PE Z3- �A1v-2CX39' FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION { rn 3 v vi O z I U I w d d M v v c W a� v 0 0 C9 v a� rn 0 w a d M n rn a� as a 0 a (N U 0 r.11 COORDINATION NOTES 1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND THE STATE OF NORTH CAROLINA. 3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. GENERAL NOTES: 1. EXISTING CONDITIONS WERE TAKEN FROM SURVEY COMPLETED BY MSP & ASSOC. LAND SURVEYING, INC., DATED 3/01/06. ALTA SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE AND/OR ENGINEER IMMEDIATELY. 2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE 'OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF U11UTY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. 4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT. 5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE. 6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800) 63.2-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING. DEMOLITION NOTES 1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY 2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIE 3 THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PpOCES,S BY THE CONTRACTOR. 6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER. 7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTIU11ES NOT INTENDED FOR DEMOU11ON SHALL BE MAINTAINED. PROTECTED AND UNDISTURBED DURING DEMOLITION. 8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL 9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES. 10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED. 11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS. 12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE. 13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING TEST PITS BY HAND. STORMWATER NOTES: POND #1 1. TOTAL ON -SITE AREA = 6.04 AC TOTAL OFF -SITE AREA = 5.03 AC TOTAL DRAINAGE AREA = 11.07 AC 2. % IMPERVIOUS FOR PROPOSED SITE = 344.995 SF / 482,209 SF = 71.5% 3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 344,995 SF Paved Area = 40,075 SF Building Area = 0 SF Sidewalk Area = 0 SF On -Site (Out Parcels) = 148,103 SF Off -Site Area = 156,816 SF Total = 344,995 SF 4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT POOL SHALL BE PUMPED. POND 1. TOTAL ON -SITE AREA _ 32.23 AC TOTAL OFF -SITE AREA 9.78 AC TOTAL DRAINAGE AREA = 42.01 AC 2. % IMPERVIOUS FOR PROPOSED SITE = 1.405.681 SF / 1,829,956 SF = 76.8% 3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 1,405,681 SF Paved Area = 545,290 SF Building Area = 200,231 SF Sidewalk Area = 16,779 SF On -Site (Out Parcels) = 302,742 SF Off -Site Area = 340,639 SF Total = 1,405,681 SF 4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT POOL SHALL BE PUMPED. EROSION AND SEDIMENT CONTROL NOTES EROSION CONTROL AND SEQUENCE OF CON 3TRUCTION NOTES: 1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY SILT FENCES. INSTALL TEMPORARY BARRICADE FENCING ALONG HOME DEPOT CONSTRUCTION LIMITS TO PREVENT CONSTRUCTION TRAFFIC FROM ENTERING/EXITING. 2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN DESIGNATED CLEARING LIMITS. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMEN F BASINS, TEMPORARY DIVERSION DITCHES AND TEMPORARY ROCK CHECK DAMS A:, SHOWN IN THE PHASE I CONSTRUCTION DOCUMENTS. 3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING ACTIVITY 4• PHASE It EROSION CONTROL MEASURES SHALL BE PHASED IN TO INCLUDE A TEMPORARY SEDIMEN f BASIN (PROPOSED WET DETENTION BASIN), TEMPORARY INLET PROTECTION FOR ALL PROPOSED STORM SEWER INLETS AND OUTLET PROTECTION DEVICES AS SHOWN ON THE CONSTRUCTION DOCUMENTS. 5. IMMEDIA RELY UPON PIPE INSTALLATION, ALL DISTURBED AREAS ARE TO BE LEVELED OUT, SEEDED, AND MULCHED. DISTURBED AREAS ARE NOT TO LAY EXPOSED LONGER THAN 15 DAYS. 6• MAINTAINS ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLI:HED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION CONDITICNS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES 8. DURING �AADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NEW HANOVER COUNTY EROSION CONTROL DEPARTMENT. 9, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL APPROVAL BY NORTH CAROLINA DIVISION OF LAND RESOURCES. 10. REMOVE THE REMAINING TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY THE NEW HAIIOVER COUNTY ENGINEERING DEPARTMENT. MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION WITHIN 24 HOURS OF ANY RAIN EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WALL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 3. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 4. GRAVEL CONSTRICTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE JR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. 1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF GRADING. 2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY PHASE OF GRADING. T Seeding Mixture SPEC ES RATE (LB/ACRE) CENTIPEDE GRASS 10-20 Seeding Dates MARCH - J11NE Soil Amtmdments APPLY LIME AND FER11UZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE 10-1 D-10 FERTILIZER. Mulch DO NOT MULCH. Maintenance FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS. CENTIPEDE BRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER. Seeding Mixture WINTER AND EARLY SPRING SPELL RATE (LB/ -ACRE) Rye ,GRAIN) 120 ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50 AND COASTAL PLAIN, KOREAN IN MOUNTAINS) OMIT ANNU kL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUAE. SUMMER .5ffs ES RATE (LB/ACRE) GERNAN MILLET 40 FALL SPEC U RATE (LBZ6CRE) RYE ;GRAIN) 120 Seeding dates COASTAL RAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING APRIL 15 - AUG. 15 - SUMMER AUG. 15 - DEC. 30 - FALL Soil am endments FOLLOW REk:OMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. Mulch APPLY 4,00 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL Maintenance REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATEL! FOLLOWING EROSION OR OTHER DAMAGE. SITE gOIES 1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL 'SETBACKS, EASEMENTS AND DIMENSIONS SHN01 HEREON BEFORE BEGINNING CONSTRUCTION. 2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE:, PRIOR TO WORKING IN THESE AREAS. 3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE, 4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, Erc., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION. 6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION. 7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" 13ROOM CLEAN AT ALL TIMES. 8. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE: UNDERGROUND ON SITE. 9. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS. 10. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHAD_ 13E GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COP'f OF THE TRANSMITTAL LETTER TO THE ENGINEER. 11. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER. 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTIU71ES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. 13. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION 14. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE FEDERAL. STATE, COUNTY, AND LOCAL CODES. 15. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. 16. ALL DIML:NSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESS OTHERWISE NOTED. 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 18. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS 'SET FORTH IN THESE PLAN.''. 5JORM 2:WER NOTES 1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER COUNrf AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS. 2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS. 3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. JOINTS SHALL BE SEALED WITH PLASTIC CEMENT PUTTY MEETING FEDERAL SPEC 55-S-00210, SUCH AS A BUM RUBBER SEALANT. 4. RCP(IV), IN THE STORM DRAIN SCHEDULE, INDICATES THAI' CLASS IV REINFORCED CONCRETE PIPE IS REQUIRED. 5. RIM ELEVATIONS GIVEN FOR CATCH BASINS IS THE TOP OF GRATE IN THE FLOW LINE. GENERAL GRADING NOTES 1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE: LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC... 2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTEFPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGUIXIIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY' AND HEALTH ACT. 3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDI11ON OF "CONSTRUCTION AND MAINTENANCE OPEPA,TIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT. 4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. WETLAND NOTE 1. WETLANDS EXIST ON -SITE AS DELINEATED BY HART & HICKMAN, H&H PROJECT Ip ZIF-431, DATED 07/28/05 AND SURVEYED BY McKIM & CREED ON 11/29/05. EXISTING UTILITY NOTES 1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAIUBUTY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING. 2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. STANDARD ABBREVIATIONS STANDARD SYMBOLS CB CATCH BASIN 16 POWER POLE Cl CAST IRON H WATER VALVE CMP CORRUGATED METAL PIPE CMF CONCRETE MONUMENT FND SANITARY SEWER MANHOLE CT CRIMPED TOP PIPE ® STORM SEWER MANHOLE DI DROP INLET FNC FENCE FIRE HYDRANT FND FOUND X 000.00 SPOT ELEVATION G GAS GUY WIRE GALV GALVANIZED IE INVERT ELEVATION - G - GAS LINE JB JUNCTION BOX -W_ WATER LINE MH MANHOLE OT OPEN TOP PIPE -OHP- POWER LINE POB POINT OF BEGINNING -UGP- RB IRON REINFORCING BAR \y/ WET AREA RCP REINFORCED CONCRETE PIPE SS SANITARY SEWER C::> TEMP TEMPORARY W WATER a LP LIGHT POLE OHP OVERHEAD POWER CONCRETE MONUMENT IPF IRON PIN FOUND IPS IRON PIN SET ® GAS VALVE - ---- - CONTOUR LINE ----- - INDEXING CONTOUR LINE SS - EXISTING SANITARY SEWER W - EXISTING WATERLINE CB O - EXISTING CATCH BASIN - EXISTING STORM SEWER ® - PROPOSED CURB INLET = PROPOSED STORM SEWER 0 C.O. = PROPOSED SEWER CLEANOUT DO - PROPOSED DRAINAGE MANHOLE O - PROPOSED SANITARY SEWER MANHOLE - FIRE HYDRANT ASSEMBLY I"I ----SS- - PROPOSED SANITARY SEWER _W_ = PROPOSED WATERLINE - PROPOSED WOOD SHADOW BOX FENCE ----30 = PROPOSED CONTOUR - PROPOSED INLET PROTECTION LOCH LJMITS ^F DISTURBANCE --=-- - PROPOSED SILT FENCE TC=35.10 BC=34.60 - PROPOSED SPOT ELEVATION O FACE OF CURB (GUTTER) " - PROPOSED TREE PROTECTION O = PROPOSED PROPERTY CORNER - PROPOSED DRAINAGE AREAS ® - TEMPORARY ROCK CHECK DAM >> - TEMPORARY DIVERSION DITCH NOTICE REQUIRED ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. CONTACT "CAROLINA ONE CALL" AT 1-800-632-4949 CONTACT THESE UTLLITLES NEW HANOVER COUNTY' ZONING NEW HANOVER COUNTY ENGINEERING (SEWER) ATTN: SHAM RALSTON ATTN: MR. GREG THOMPSON PH: 910-798-7151 PH: 910- 798-7139 PROGRESS ENERGY PH: 1-800-632-4949 PIEDMONT NATURAL GAS PH: 910-799-7185 EMERGENCY DIAL 911 POLICE - FIRE - RESCUE CITY OF WILMINGTON (WATER) r- ATTN; MR. JAMES BONSER PH: 910-3-43-3977 BELL SOUTH PH: 1-800-632-4949 TIME WARNER CABLE -y PH: 910-763-4638 - z 5 N � M O a^�N� Q Uct M OO z lil 0 r-+ p U ,_q iy � F 0 Cr Cr U � o U z F- r z 0 w a v MG z NNr LO t9 r Z yUc 0 0 ZCtV_0 P4 L ^� O z w rW V z O O z O O w Q� Q� Z U W �C (W� �-/ z H g 8<mmm z�zce�W Do a Lt_ 5 :5 9 E. k1 W SEAL QOFe S/ e' s' 0 16�1 GI NE�� . p�'�•`�� V C 1 • PEI JOB#: 06130.PE 7 rn 3 O V) I M U I w a M i v J c v+ N 0 v v 0 C9 a� 0 a>' 01 v 5 w IL 0 tM c`o N 0 a 0 IL Ll- N v W 0 L. d 5111 CURRENT ZO NI NG: 2--HIGH WAY BUSINE SS DIST RICT MAXIMUM BUILDING HEIGHT: 40 FT. S MINIMUM INTERIOR LANDSCAPE 144 Q. FT. ISLAND: MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA PARKING. • RETAIL 1 SPACE PER 400SF MI N. EACH 2 EMPLOYEES 1 ACE PER 3 SEATS 1 SPACE FORC EM PA RKING: RES TAURANT SPACE , SITE IN FORMATION ATION MINIMUM LOT SIZE MINIMUM LO T WIDTH SETBACK STANDARDS MINIMUM FRONT YARD: MINIMUM SIDE YARD: MINIMUM REAR YARD: MINIMUM REAR YARD: STREETYARD BUFFERS MINIMUM SIDE YARD: (PRIMARY) MINIMUM SIDE YARD: (SECONDARY) LANDSCAPE -BUFFERS MINIMUM FRONT YARD: MINIMUM RE AR YAR D: (HOME DEPOT) MINIMUM REAR YARD: (OTHER) ..o A N 2195 85 9.60 SF 50.41 AC ) ( N/A N A r REQUIRED PROVIDED 35 FT 35 FT (2.75 x BUILDING HEIGHT) 71.7' (26'-1" BLDG HT.) (3.73 x BUILDING HEIGHT) 97.2' (26'-1" BLDG HT.) 35 FT 35 FT REQUIRED PROVIDED 19,425 SF (978-201=777*25) 20,171 SF 9,088 SF (873-146=727*12.5) 9,909 SF REQUIRED PROVIDED 0 FT 0 FT 20.0 FT MIN. (ADJACENT TO R-15) 35.9 FT (1/2 BUILDING SETBACK) 20.0 FT MIN. (ADJACENT TO R-15) 34.4 FT (1/2 BUILDING SETBACK) FOUNDATION PLANTING REQUIRED PROVIDED MINIMUM FRONT. (HOME DEPOT) (434'-11" x 26'-1")*.12 = 1,361 SF MIN. 1,361 SF MINIMUM FRONT: (BLDG. 100) (830'-0" x 25'-0")*.12 = 2,490 SF MIN. 3,814• SF MINIMUM FRONT: (BLDG. 200) (425'-0" x 25'-0')*.12 = 1,275 SF MIN. 1,436 Sr MINIMUM FRONT: (BLDG. 300) (415'-0" x 25'-0")*.12 = 1,245 SF MIN. 2,472 SF MINIMUM FRONT: (BLDG. 400) (156'-0" x 25'-0")*.12 = 468 SF MIN. 1,599 SF MINIMUM FRONT: (BLDG. 500) (144'-0" x 25'-0")*.12 = 432 SF MIN. 1,303 SF MINIMUM FRONT: (BLDG. 600) (177'-0" x 25'-0")*.12 = 531 SF MIN. 1,472 SF EXISTING TREES REMOVED: TREE REMOVAL: HOME DEPOT - (9) 4" OAK (2) 4" GUM (1) 4" HOLLY (1) 6" BIJRCH (6) 6" OAK (1) 5" GUM (14) 2" BIRCH ('i) 8" BIRCH (3) 8" OAK (3) 6" GUM (11) 3" BIRCH (2) 112" OAK (3) 8" GUM (5) 4" BIRCH (1) 10" SYCAMORE (1) 8" MAGNOLIA (1) 5" BIRCH RETAIL/RESTAURANT - SITE REQUIREMENTS: BUILDING AREA HOME DEPOT - RETAIL - RESTAURANT - TOTAL BUILDING AREA BUILDING HEIGHT REQUIRED PARKING RETAIL - RESTAURANT - TOTAL REQUIRED PARKING PARKING RATIO PROVIDEDPARKING: TOTAL PARKING: HOME DEPOT - RETAIL - RESTAURANT - PARKING RATIO: HANDICAPED SPACES: HOME DEPOT: RETAIL: - LANDSCAPE AREA: HOME DEPOT: (36) 12" PINES PARCEL INFORMATION: DEED BOOK 2350, PAGE 0497 DEED BOOK 1421, PAGE 0642 PARCEL ID# R07614-001-010-000 106,432 SF 188,300 SF 11.931 SF 306,663 SF 26'-1" AVERAGE 1 SPACE PER 400 SF MIN. 1 SPACE PER 3 SEATS, 1 SPACE PER 2 EMPLOYEES 789 SPACES 2.6/1,000 SQ FT 1,486 SPACES PROVIDED - 789 REQUIRED 444 SPACES (266 REQUIRED) [4.2/1,000 SF] 970 SPACES (471 REQUIRED) [5.2/1,000 SF] 72 SPACES (52 REQUIRED) [9.9/1,0010 SF] 4.9/1,000 SQ FT 12 PROVIDED, 9 REQUIRED (VAN ACCESSIBLE) 36 PROVIDED, 20 REQUIRED (VAN ACCESSIBLE) 0.08 x 753,626 SF = 60,290 SF (72,108 SF PROVIDED, 107) 0.08 x 242,221 SF = 19,378 SF (24,846 SF PROVIDED) / / - - - - - - - - JC, r / / ! C5 1 / / J 0 W)o� / o / wC6Q ! W / / O / ww N / 1 / / / / / / / / 1.S}' / / / I I I t I 1 I I -PARCEL 'A" U � I Za�N m m"'o0 ¢ a 1\ 0 F- T Cz C)0L0 Qa_O 3 oN ------------ - U N E TABLE LINE LENGTH BEARING L1 199.91 N79'31'36"W L2 50.00 S10'20'07"W L3 219.60 S79'36'59"E L4 175.09 S10'12'21"W L5 111.94 S79'38'56"E L6 78.22 S26'37'30"W L7 130.04 S26'21'22"W L8 274.11 N79'34'16"W L9 109.99 S10'20'07"W L10 241.90 S79'36'45"E L11 140.70 S26'41'36"W L12 125.35 S10'24'38"W L13 24.19 S80'18'19"E L14 54.20 S10'43'37"W L15 59.86 S00'13'48"E L16 108.59 S75'01'30"E L17 455.36 S69'14'48"E L18 104.64 S69'16'31"E L19 204.89 S69'14'48"E L20 3017 S26'58'07"W w..•:S•�' J�'.�,�•.',•.••�•�•', v � �:�:���:rs•'•::%•yS!. JSi!.�4�w �rCiL's�'••f •• •❖. �o, r,.+.❖:?r.`•'%.sue s;�;%A'r�:y tiv'sos;ti %°sir �`,��,s',�.••sr,••• r / Lo W '^ J 7J _ T= U O LL omr,a: mpr7Q / , Oc�n W Z Q�Z / om 0 W o N S 23Sp'24" w w O Q z W 2Bp.67 { �...�...r............ ... I r` I a yr �s .r" :a _ rY w .t1 iW O N I c� .7 r z _ •W 4. :1 h-. 7. <, 0 I 5' `i s� T t y - _ 8 } a�or%7e I -PARCEL W z ut rn C1l Juj J ¢ H O M Z ... z ¢ 13. w:�7aQ w m LIJ 1:��Z o" N LINE TABLE UNE LENGTH BEARING L21 281.72 S34'22'22"W L22 314.48 S68'24'53"E L23 136.92 S74'17'32"E L24 61.64 N62'24'10"W L25 27.52 N15'06'08"E L26 226.09 N11'56'51"E L27 28.15 S0717'20"W L28 85.06 N59'46'57"W L2 1 13.33 N55'12'48"W L30 86.32 N54'31'06"W L31 16.36 S26'27'08"W I ono I Li � z N 0o �, , I �_ o I CARLOS AND LAU m U ! LA MARSINO a a I DB.23 0&078 w - I L) I I I 1 I I I I C. mLn om I odm ~a0 I za® Q� W IN W 0®0 I �� ��N I I -----------------I CURVE TABLE CURVE DELTA RADIUS ARC C*'ORL BR CHORD C1 4310'27' 269.98 203.44 S 0-9-3817' W 198.66 C2 3T31'37' 310.DO 203.04 S 122739' E 199.43 a W Cn Q w 0 V) w U ¢ a M S 03'41'24" W v ai zo N w� Q� V)oo m d 10as W U Z �1N 0 I I I I I I I I I I I I I I zz<0- zoWN II i j N I v I - �N ! 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C3,60 PEI JOB#: 06130.PE 2 0 3 H N I M U W n- O M 0 5-1 QI .N 0 C9 (D CD w a 6 M rn a� :4-0 `m a 0 a IV i CA U 0 Q. NOTES: 1) SEE SHEET C8.2 FOR PAVEMENT MARKING DETAILS. 2) SEE SHEET C8.1 FOR PAVEMENT SECTIONS. 3) SEE SHEET C8.2 FOR CONCRETE SIDEWALK DETAIL. 4) SEE SHEET C8.2 FOR PIPE: BOLLARD DETAIL. HEAVY DUTY PAVEMENT ,1 �1 )l I I I I I I I ---------- h i Mp' i i II I� x / i i _ R' ., ........ ..r :......:...- ::s�. s/20 /� ........................ T8 ..... ... ... ... ..............: .. n,'C, 0 � ........................... / "lyssR9AD/ l ............ ... ... ... ........... ............................. .43 .................................:... ..... :::: ..................................... .......................... 0:::.................... . .............. .............. ............ ...........- ..............: .......... . I '!`ftr AND TRUST CO. �{• s4 �f�i% E$r`Q4o3•+!cf<✓rr b r1505, rG. 0946ZONED B-2 i t I I ��" °C'••r'ii<i� i✓i! �•ri?� ia�C�+'�lir`i,•�. 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Of U � U Z z 0 _W M c� M z CIA �Uo - ` •-r W '"cj Z n � W O Q Z O �� - s—• c o G1 Ljr) . z � •-1 l 1W rW V O UZ P4 O � O o P4 o� � � U WO z z MGM 400 IL 0a.1m w A 40 V) ce LL SS.� two 00- SEAL '11 _N Cq�o <, '.�``,0 y AL _ 1591 r4" •�71NP fill C3,01 PEI JOB#. 06130.PE 2 II I I I I I I I F- J I M U I W a- d M J C Qm v v v 0 L- 0 4) v a� rn 5 W a. 0 M ((0 N a� a� a 0 a- u- LL- U A) 0 L- i a. I , I I I I I I I I I i ------------------ �°uin illi 111 - � r4i i i !•� � • ,t � �Yki�tf jjm' Yyy7L s 1. � l •��e-.�,� I I{ _ i I � ;. i C _ ,� Y �,s •7 x ■ I ♦ Iij, e r �'•, _ J INN a min If NINE. I ' h � I I. `t.�� i d..f:,A3.�.i....s.s., .� .I� A�i: >._YY, I� --- � a � : •��,�) �j . • • I r{ � n r�t4. I � � L I fir, � t • I I � ��",I+?..Gt£FS(G�'4Y6•.i'�:r/�i . _ • H " • a: � i i , La• t•��t• ,, t al I / nI �I �I� '� '�' I lingo I \\��i� i� I �k�tz,•. �♦.� % ��.���� -fir .e �-• r �-:� n - �,•.- art , 3� ��.� +�,� .� ' . ►� O✓... 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Cn N `r Ui AJ Cu o T rn V Cn DOWNTOWN TWO, L-I_C o D.B. 2368, PG. 04-14 41 ZONED R-15 N �L DOWNTOWN TWO, LLC D.B. 2368, PG. 0414 ZONED R-15 GRAPHIC SCALE 60 0 30 60 120 1 Inch = 60 Fee:. :a I 'O n Z CA QCl1-+N� L C1 VJ M p0 < 0 U z U z z Q W a J U M dO V� z ON' - iU+ Cd ��A O Z 4-4 W O W ^ Q P4 L n Cj z (7N �W z O Uz 0�0 o �o � r h U W � W O z z mmm (Laa. Z � M F- O cr- LA- Q 6.1 �_ a CIE SEAL S 159, a IN,�`� 1,10#111 list C3.2 PEI JOBS: 06130.PE Q4 J / \ ` Ito /0717' Q CL owe\ 17- \ \ / /DA #3 \\\\ FOREBAY POND #2 � � ` .. � \ \ \ \ \ \ \ \\ ` ` \ ` w OUT —PARCEL A .8 1 � 1 _ t = i - Y _ DA #1 6.04 Ac. OUT -PARCEL B 0.51 Ac. HOME DEPOT PROPERTY LINE FFSITE #1 5.03 Ac. 2.42 Ac. ' I FOFREBAY I ` \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ .s 1 \ \ j v-� \ DA #2 32.23 Ac. ., a II I I I II I I I I ! I! 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V J'V- _.�,...`..'e...:.r....w....y.....ti_,.:»...„..Y�w.-•M^y� .. .._»--„-•-,;• �v_ "'"',i;�`� -"_""--•,'. / �, '_,ter--•, i,�..-_..._...'^. :."'.-___..•� _,...�_'.ti� r^`.. ,..^•__'. _,� •�74-Y' .�. t� -`'1.• v v,�+Y v.`'% I.,r '.-l•- �' ,�;;';�"•\ a �,� ` .,...✓\` /w.,. \ `.w..:.»..;J / S / 6,"r %' ��F ' �~� •_� ..._'` �•-� / v •! MGi Mov r� I N 2 - - -- -- - _ 0. - :- _-4000, fY: _ O-AU O �, � :•,...:' • ���!�.-. � �� � � it a a u O ,a rv�-d••. r.v q ._,. oe Vl r E ,w -0 00 71 J b •:4 J" w M0 .< 0 C� �I r� . oov ,ePZ •68'�Z 1 _ Ld N. ORNT I V O O M I Co11 am Momms J II Y a Y jj 4:O fS " SS `•K � i Y. �Tr;- •f3. 6r � �. • L:S.�a: r a' 4' t1L u N I ...r.. 4 t ;c: r • _f` ; ':. � '.'. - -. j�-.. _ -... — _ _ — - �' , . � 'Yf i +%rr'�..'F�,y. ;.:�,, �,��'� sm..'J^�.. -<�;� V M co •,•�r . ......... ... .. .......... . W 1 O u C ............. . .. ..... .�■a _. _ ._, )fir. u■■■.r MNWMM : 'rdJ,""x" 3•" W�,.awnw.,, Y„w, .y �- >• � t >-{ e�€T" LO .-�5;"" +a�s`i` v..c� ;Y`„ar•'° > '�i'gh•' �� JOO }fgo, fC 3fi- _ xi, }r. - :'.� - ■. f /;� r ` -�� f f f . 1 cfl °0 Q -- u - . Q Wn QNo � oQv 1 z O GRAPHIC � SCAM U 50 0 25 50 100 1 1 Inch = 50 Feet Z 5 0 cd Ln Cd T o F= V (Q 0 Q U Z z z O w a J U _ z N N [��• O r` _ UON Q W �Z� 2 — V-4 V 1 4 _ V) O z W W W hD 0-:� UZ Q o�0 P40 U � W 3P4 � w0 zz 0 75 0 a. o ff$ SEALOM y���♦♦pQ,oFE.SS I� F L 031ss 7, s NQ�!IIyN ♦`� P` (PEI JOB#: 06130YE '7 I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED S� S\ \ \ IN ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY \\ \ ORDINANCES AND STORM WATER DESIGN MANUAL. \ \ \ / SIGNATURE: \ PRINTED NAME AND TITLE: ROBERT P. BALLAND, PE GRAPHIC SCALE � k DATE. /��+ < /i .a - - ` \ \ ` ``� �` \ \llll ! ` / 60 0 30 60 120 REGISTRATIONNUMBER: NCP.E.#03159i 4K« / 1�� �.��\ �` 21,3 \ 1 \�?�` 1 Inch = 60 Feet IF WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON `\�\ ` ` \ ` \ \ 12-2p S �S Of RECEIPT OF "AUTHORIZAT#ON-TQ CONSTRUCT ANY CLEARING, GRADING CONSTRUCTION /� ` IE' yS}er/� f Sto m l l DEVELOPMENT, WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE \ // e ` 2 p L� _ v/1 Groin l l l APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THE STATE OF NORTH \ \ ` _ deterrr l �� dt@r CARQLJNA AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICH ARE HEREBY MADE PART \ / \ _'' ` ` ` \ T # ` end /�Vv�r �e a� p, UnOtj�e OF THIS PLAN AS THE OWNER; WE ACCEPT FULL RESPONSIBILITY FOR THE CONSTRUCTION 1\ \ \ ( ` 1 �� \ S. Ae S;Z / AND OPERATION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO es TRANSFER THIS RESPONSIBILITY WITHOUT THE WWRITTEAUTHORIZATION OF NEW HANOVER COUNTY. SIGNATURE: /�'�.�. \ / \ 1 P OP0 E EMER N ��/ u I \ ° n site \ 1 I SPILLWAY RISER STRUCTURE \ \ ��i 1 \ \ - / eXh b t ;,, �j �j r G,t�G Jpy3._- -•- 1 \ �) 1 DETAIL HEET C8.4. / ?C 1 �� ~ T \ \ t4gp (DS.. PRINTED NAME AND TITLES %loa��S tf� !�", �T L7 jj / `\�4` FLOW PATH: ` pg. JS✓°2� / R PROPOSED OUTLET St�CTURE. / �� \ I FROM INLET PIPE TO \ O DATE: f /�' d u ` SEE SH C8.4 F R ETAIL ss . ` ` ( p � via UTLET STRUCTURE) � 228 LF ll WIDTH OF PERMANENT �7� \ \ PZ 2 GRADE A572 (Fy-50 ksi STEEL SHEET PILING AS REQ'D�I - - / \ \ / CB=27•21 FOR TOTAL LENGTH SHOWN. _ t l\ I IE=23 50 /d (� J ' \ \ J / \ h (CONTRACTOR MAY SUBMIT r \ _ CB 23.10' / NOTES: 1 1 I „ / JSHOP DRAWINGS TO ENGINEER \ IE 18.s7 1) SEE •SHEET C8.5 FOR STORM DRAIN SCHEDULE. �/ \. OR ALTERNATE MATERIAL \ y i I p PROPOSED TORMWA OND �C\ CB=2% / 1 1 1 I .._ � 1 �� g6 ti//' - MANAGEMENT POND. SE , _ ` ` �� / 2) SEE SHEET C1.1 FOR GENERAL STORM SEWER NOTES. IE=23,01 SHEET C7,4$ OR D _T Il #1 e� 3) SEE SHEET C8.4 FOR STORMWATER MANAGEMENT POND DETAILS. 8 1 1 It \ I Is I I I I 1 PZ22 GRADE A572 (Fy=50 ksi 8 _ 1 j C� g`zgRca ` C l24.16' ��„ STEEL SHEET PILING AS REQ'D CITY DIIPAT �" N I t g 5 4) ALL RUNOFF FROM PROPOSED BUILDINGS SHALL BE DIRECTED TO r l 1 \ 1 (=27.96\ ^� ,, 1 i FOR TOTAL LENGTH SHOWN. I - 'Lx17'Wx22- THK " - I `-� ON -SITE STORMWATER COLLECTION SYSTEM. iE=22.69' \0 j f (CONTRACTOR MAY SUBMIT ( - ``'' 1�'` `� \ \ CDOT CLASS / SHOP DRAWINGS TO ENGINEER f I RAP ! �'�-� �1 / - _ 5) ALL OUTLET PIPES SHALL HAVE FLARED END SECTIONS. 1 V ;. , FOR ALTERNATE MATERIAL) � -e �' � - t I \ \ �.o JB=28' ��• ` _ - _ / / �, / \ `77 1 � -2290 CB - u U ah~• o 2 , 2' I - 1 I I ( n / / \\ l /E= 18. IE=9.98 °II (1) PT 2X12 A 'nsPe _ vise oc ` \ TOP SHEET ' 1 - I - - - --------------j -- �- - MP 11--� s PILING FOR FULL LENGTH OF -2 i .87' t \ I 1 1 \\ \TOP OF BAFFLE WALL. FASTEN 8-16.62'(A) f (, . A , S a , _\ ` / CREW I ' IEc 1 1.42'( ) f I 1 \ 4 ! \ \ 1 7 E g \ s' s<, ; ( I \ TO 2X4 LEDGER W/ (1) 88 Ss B� 46 O I I ti \ ` / I '� �i \ APP taken 1 1 f xy ction CB 7 r l `\ \ J / IE-1 A '.ti_ .4 , ;.•,� s \ rOximote EXTERIOR USE WOOD S tlon 16- 0 C. MAX EACH IDE Apparent Nn 15 1 \ 1 / �i B) / ti - - - 55 S I i \ Loco ` . Unable to IE=23. / �. \ 9.27'( �� , C - t 5' a \ �' 1 \ I 1 I from site Pps bi uolly inspect + ) 4, I 's i, exhibit in (1592) 1 1-0 GALV. BOLT ® 16 O.C. D I t i and 10c°te. S - w v1s LEDGER TO SHEET PILINGS FOR ` 1490, P9' AX. TO FASTEN PT 2X4 \ / ° 4 l FULL LENGTH BALLFE LL \/ RF 4 I 4: .. 1 _ �I i Ss I ' , 4. h j. 5 S # 5 S S 1 , s,� 1 I (1) PT 2X4 EACH SIDE OF -_._�T'Ei� ' ,. 1 1 SHEET PILING FOR FULL LENGTH a�C7f9 ~sue I z , t tii:0. 6 SF,. _ # OF TOP OF BAFFLE WALL I II <1 I \ 1 / / tl `I � I � I S .: � 1'',. 1 � 1.' :1.•' 1 + �1 S 7+S �; 4 4 5 S I T 1 I ' i I I ' ' t 5 - ,� r 4. o8�� �, / TOP VIEW - SHEET PILE BAFFLE WALL LAYOUT--, . 1=2 I - ' 57. g I I I I I C I2g I Egg/ 1 I (=t6.57' 1321 24'CMP a, I, DECORATIVE PT LUMBER SET TOP OF WALL CAP. SEE DETAIL POND 16' ELEVATION. II ll1 � I \II Ij \ / .- "� II / - I iI '..... .... .... :. Q � I ` 1 1 \-----• f I i ,i .' I \ f is \ STORMWATER MANAGEMENT'S AI Ii .I I f 1 I /� t l\ I �_-_�- "'" \ 1 t� I , ... ':.....'.......:. . ':.... - I I ! ,� , 1 1;� 1 �, D PROFILE^(APPROX.)--SE.c : a ,,MHM _ i i .- i I 11-; � / 'y ly 1 �.r I \��- 1 �\ I • I 1 1 1 \ \ It \ I I t _ I \ EL EVATION o � /� E V � A :o TI 0 N VIEW , W S HEE I < I T P I ILE c 1 9 i I - j 5 I i I I r i I I i \ 1 I / `: _ i \ B A FF L ! E WA LL I t � L � LA I � -.- LAYOUT 1' I I I � D 2 4 I I� I z 1 I � _1 II _ o \ f l I CI 1- E I _2 '�� I E- � � z i } I I I� I l 1 I 1 I - - - � 1 ® i I 1 1\ i 1 I 4 I CMP •�1 I i ; I I II. ', �� i Z i I I►/ , / \ \ / ` ! \\ , ' 1 ' ` i:. 11►I `\ ` `Illi�� , ,��� �� ; , I� o I �I_ S \ , 1 e k�, \ , I I THE HOME DEP®T. I �\ , , Ili ,�\��,� \ BAFFLE WALL DETAIL / ! I BUILDING 102,862 SF VESTIBULES 3,570 SF I I iJ 1 i N,1 111111\ \ NOT TO SCALE 106,432 SF I j 'I , 1111111 ���1111 \ GARDEN CENTER 28 086 SF : I lloilll Ill 1 \ \ PHASE I. HATCHED AREA ISSUED FOR I I i �t111 iii 1 ) I \ Ii CONSTRUCTION ON i i I, `�� �l l 1�11 I I Illil IrI I T-'-26.2.7 _T '�- +c•----'_'�-_ --„�, _ , / J. a B,'1 25 7-7 1 2 1 9/06 30 - \ (SANITARY SEWER & STORMWATER PONDS ON\' L:\Y .. YBC-25.2 % 1 TC. Bfr25.9 --W. .24�_4. Z=TC_�T-25ME DEPOT W-\25.22 -HO l TC-2S.33 BC-24.6 Etc- -7 27 rc-2s2 p1=2 I I L�9'2U\ IE-2 2.�E=r�zs.eo GRADING DRAINAGE.....\ \ /1 i `'a 11i1II 1I4+II11IIIII1 1II,Ii IIIIII I I I // 11111;11111111 11�1 1`1\ 11 \1l \ 1 \ \ i \-WETLAN DS (AS DEIJNEATED BY HART 6HICKMAN ON 06/30/06)DI 12RCP UMITS OF GRADING d DRAINAGE (TYP.)PLANS BY OTHERS I I ► \ d I { c 6tN II it / I H oaf-26.o9 I 1 k I I I II al+ 1 Iy .I I \LL asra = u �:: U _ =1 1 \ c3''I�:'� � V.:i:.}- . C '-14A ---- / ` II' / / \ 11 V DI=22' S. PER MCADAM (( y I r I 11 I I i" I '�c z4 a ,, il. I ; r i+ 25' � 11 I 1 i i I i I I IIII i I I I I It rce \ ' Tcs as 11�_01 s.21 IE=18.53' I i ti , 11 /06/O6) r -zs.21 I a a.ss x e .c- �' it if 1 I'II I II �DI, B 25.7t,�I1'` #-,'' I I I I IE,27.441 1 I II 1 1i I \ -za.2s r"`� \ I PER McADAM p K T zs.7s II-UMITS OF GRADING do (PER McADAM 11 O6 O6 PER McADAM �.61 \ Am" PER McADAM Fil 4 _ 24.46 11 08 06 11 O6 O6 I I I I I 111 I� I I !a 1 rc- sss I BC- s.n TC. . at itDRAIN Bazs.,a � -g sa ,t C � 11 08 06 111 I � �` N � �; y�:.5 v�- , 411A _CPP i I � 1 III /- 1 �< �i' r .. TC-2 ( - ` --• \ `R77. _ i rc-zs 9, _ -- _ \ , Tc�ia.37 Bc-23.81 CI-1 TLjC_26.46 \ BC- tl _ TC-25. BC-23.72 TC_23.97 ) I 25. t Q �` ' \\ C-23.87 �- y I ; i r I 1 I f Ilg 1 5.61 8f000 SI aC_25.4 __ �x aC_23.47 f 01 TC.24.3 24.24 I I Tc z .6s - s s \, =>, PER McADAMS \ TC-24.29 << Bc- .e9 J 1 1 I I , E 26 25 \ec-zs.79 Tc-2a.3, - 8 2616 I I ! IIIII II I I \ Sit �4 - \ a 11/06 Q6) p\ \ Bc.23.e1 grf \ 1 ( �• T2 _24. 1 TC-24.00 I i I I I I I II I Y.: �r BCr24.55�9\\ 8C_23.50 I I TC=26.39 \ 1, 7 I 11 IIIII I E?C-25.89 1 DI-�9' / Cl26.00 j.'!x� TC_26.45 g\\\ rC.24. TC_ 17 II ��••-s ::' !`3 RIP RAP ( 23.86 r .` ,>rs� BC 2366 \ Iu� BC_25.95 \ APRON ¢1 I DI-16 \ DI-1 I., fir .. \ 11' yytt 1 I i I I I ( III 24.55 25.05 \\\ M1■-::: TG-23.69 i I) IITL> TfF1\� , i c r}A!' TC_24.5, TC-23.85 I I I i i LV: 1.. ! C-25.07 BC-24-M =_ - � 2b.8- =.: \ CS-23.89 1j11 1 � \� ✓�/ I t 1 I I I II I 3:V. E 24s5 I \\ - -, ©iY II1iI I I 1 II 1(I iIII;IIII 1II1IIIIII1 IIIiI!IIIIII I .TaBcGa=-zl 6B1T417Cs - V ' 5C.43I93-21 `B=c2- 2395 ,, E_ ye-_ V}I .1 S2•5'.z_::,'::,11}iI,T, ;C -,.53, T,. . 09 Jz25s5....6s1777_ iI 11 3...B.o055Cs r 2Z�s3.e6% 0..E z J;: lr 1 I I rc GDI 5_ 1725. T �-zs 6 2a.o7k TC-24.16 24.10 57 325.17 =23.97 e=.4TC-25.0C37' ac=za56 BCBc- I1 I _ ^ \ \ / 26.59�26!52 - I - , •cr• Bc z s I.15 \ � r _ J- t c 24. i I I n .- N iC-24.45 n I J T_2 7 T- Q- - C 6. 5 C 24 4 C r BC-2S. 9 - I GS- 25 25.23 -1 i I 1 I1 '� \ ec. I I r i I I �I c_ 2595 I 1 - I II 1 l -z � I , L .. TC 5 `{rii ..� }� �. j ■ I I I r I II I I I 1 SC. // Y6 TC_26.93 T 25.38-2 9 TC=24.33 ,r, -4 art BC_26.6 26.43 BC-26.43 BC-25:Z I� BC- 4.09 I 1 \ \ DUNHILL i I IT I 1 I ,I I I i __- 1 I �V za.aa r ec-z3.a3 1 I I i ( I ( I t I I I I f 1I I 'r % -±�� - _. - - - - - - - 1 // 4 TC.27.0$' �' i- dC�2 8 TC-25.57 -25.87 \\ TC_24. _ - TC-25.01 LANE 1 I I I so-2ssa (� \ I I \ r I I I I I I I I 1 i / // TC. 7.65 ` aC-26. -25.07 8 25.31 \ -24. / BC-24.51 r \ \ ` ` \ V ) SR 2585 1 I i `� 1 i I I I II ,E, ! k/t D// I I 1 Bc-zz,s Bc.27.oz -27. - \ �� ,� I � j FFE 5.25 Y� \ IIII I I II Illi11 /� �•�I •• `- p� �\ ,Z - JjIII `\ > I I I I + III I I / t w u -1 __-� ^ - \\ . I� \ -24.e1 W ( / _ '� r I I I I trtM,t I i -� w N "TC= � TC-27.95 ` TC-26. "� / \ \ TC-24.80 - C-24.31 h I I I 1 I I I I I za.sd\ rc-z9.00 TC=28.e7 % -z 7 sl \ _ \ �? \cs-2a. 1 \ BC-27. BC-25. S2 fit 1 n I 1 1 III I I pm ✓i r- 7 t__- f i I 1 1 I C 27.88 q � TC_2 5 i I / 1 BC_ 1 27.38 5 1 I _ I \ I I / CS_ 4. R B 27. 5 C-2 7 38 e s 78:0 BC. I , }1, r C■ � 1(d� f1 I -I IIII \ TC-27.80 S' TC- .95 iTG=26. I ~ TC-26.3 ' \ C- ' \ TC-2a.69 iC_ i .. �\/ i I-5 BC=27.80 D - � 25. , 1 1 Bc-27 Bc-zs. , azs. - 4,L % n' -\ z9.35 I I 11 I I I i I 1Ii I,II! I1 1II I 1 I Fi II IIII1II II II I I i ! IM'1f .Mr-24_2431 zeTc-TC-28.33 26331 °vt` 1,/-..11 TG2aTC-25.20q7 268C=2a.704.3 II !I .�.y,U. �.-- f ►�I _ / ,I, , �T�� all I I ; ---_----- I l TC-26.03 If I I I I ' -7 1 f I I k �• BC-24.98 444 TC-25.72 T 3SS S 0 l '� \ t \ \ ;-,f -- Bc-zs.22 \ e I I 1 U I \ I T =26 i TC-25.80 �(1.2 SC-25.9 SC-25.40 BC=24,7 B a C-25.72 TC_25.6i p TC 1 I 11 r 8(3.25.22 6C-25.11 i11 i BC I tl3 /I I I \ i TC-28.33 \ CI-24 L I \{ zg_12' DI�29.02 DI=28.9 I I i Bc-2s.e3 TC ` I �_- 14�=____=__� 27.9 1 J _ TC-25.86 DI-29. 2 , II IE-27- 12 RCP IE- r2 RCP JI IE ( I t \ - 6C_25.36 TC-25.80 I 1 I 2Z 7' II II / TC_26.19 _BC_25.30 I I ) 1 I � '�� I Tc-2s.4s VC-26.59 9 25 I gyp- I TC-2 18 a, i 1 i s M -26.21 1 a 01-29.14 /i B 25.71 ' c-;4ss 3 I II I I I I I I-23 IE.27.44' TC4.6, \ TG I i 8.58 QI TC_ 1 I T I I I I I I SC-2s.16 TC_ _ 25.81 I I C 26.28 I , 1 1 I 11 I \ I � I 1 I , ,III III I - BC_25.78 BC-25.11 I I I I TC- 26.46 25.� T . C 1 I I �I 25 I ( 1 , a I 4 t C 96 BC_25. t 1 I 'III II TC 86 TC-25.61\ ^ BC-25.61 \ B 26,16 BCr25 i 1 1 IIIII � II II \ � I 1 ! r IIj11 I TC=26.3s ' rc-zs.00 I I I I I I I BC-25.B9 D -22 BC_25.50 ' ti it 'C-26.22 t I I I i l Ord T -2zs TC-25_ TC=25.92 c-z5.7 BC-25. BC-25.42 BC-271 I / .15 I� TC pal I I 1 BC- 6.17 t ec-zs.,l \ ly ' III II i I \ II � T 5.49 � TC-26.88 Z15 BC eaz is II i ec. 33 T cs-2s.z3 �zs.o3� �_20 I TC- 7A5 i II , 1 I I 1 I I{ /I ` - - I BC_ .65 6C-26.6 B T I I I I I I) 1 I I I II I TC-29. 00 TC=28.87 8.57 I 1 l TC=2 .6 I I I I I 1 BC 18 85 I� 1 1 ' IIIIII I 1 -s I I 1 1 , IIIIII 4l I 2a85 /� ilO } I� I I I I I 11 11 j l I _ i -- 3 TC-25- ' IIIIII t' r I I"II I r amiss' rat IIII n >. ' I ' I I I I I � �+ y^t--. r Y �'•'ti :' i `I I ( IIIIII I I I I I 4 III rc-292 I IIIII . 1 I I I. . I II� i {III I a �,�.. � BC-28.74 i I I Ii I u� I � > r TC-2688 BC-28.18 I C-28. 11 11 1 I / I r FF 29 2 .a7 TC-2 92 2 .9" i I 1 I III I / 1 I BC-2.4z Tc_2e.79 I I I i i iI I I I / It �/ T .2 5 1 1 I TC-29.09 \ I J 1S I i Oil 1 t_ B�zss9 `, 89 IBC-,u II. I Ir - -- -- -- -- - - _ =5 sc- J GS_28.37 ^„-2fl.59 -\� s:-2ao9 TC-28.59 TC-29.2 se_ 28 'Q-OI BC-28.1 1 III BCZ%` 9 -29.52 ; • TC-29.14 TC-29.! 9 24 1iG-� 9.1 / _ `r'1 II 1 I II �� I I TC-29.oa eazls.6s ,` .rF / 1w SC-28.54 I x o ec- s. %� DI-50 B -za41 o I ►I I II I TC _ 67 / y 1\11 11 6 BC_ 9. - 17 r^ za oc ' ' BC-28.61 _ I { . Z ( II TC-32,38 T -31. x 3C-29.08 ;y L:: 78 -29.W 3_29. I z I I TC-32.50 1 BCr2a 35 TC-29.84 f T6.29.Z7 I y -1 b-'I N a B II \\\\ e 2s76i ; �f TC-31. o ' Tc-29.37 nn jj! $ m BC t. 2987t*� / // Li'j � b i TC_ r s _>20 ' Br-noz V IiI,� i 1� I B0' DI49-- i CID 1 r 7C.29.32 tl. I I I / o_ ' BC_ I ` BC-26 82 Z B8.53- ' e / �_� 6a - zap ac- ' / , t - .\ ,tic_1ti, ,t,•'� r CI48 z 9 �\'- v - 2.169 t 1C-30.88 ��I�1`. lip ,j ' T \ , 14 I i U 't ~ .I�/ - C-24.9� \ TC_24.00 � j � 1 / ---•\ C-24.40 I \ 2 TC-25.0 TC-25.0 TC 5.27 C-2�S SS -•v - J S�. � 25.t =24.SQ -25.601 TC- x LIMITS OF GRADING do ; DRAINAGE ' I Fzu } l Y _�,� / 1 t F TC 2 .02 •f ��. 1Ale Sid i 22.25 f �r F1 6 b01 1 T� 5.z1 DiE-18 3 I " B .71 11 25.76 \ I 7 il`LIMITS OF GRADING & (PER McADAM e • Y BC 5.28 - c-z4.as DR61NNAGE 11 O6 Of TLt- 98 11 - a C-71 VI to C' a6 >°. 1 \' .� N f .4 s D � -Q a TC_2?Z. TC-�4.37 TC_24.22 v :.8 000 SF,\�Z \\ C=23.87 I BC-23.72 (PER MCADAMS E 26 11/06 06) o\\BC=23.79 3 •9\� 'Z' '� C \ 4+' TC.25. ut'y\\\ TC-24. 1 TC-24.00 I; �BC-24. 1lu� r•, „h - -- 3 �' TC-26.45 5\�\ TC-24. I TG-23.17 BC.25.95 \ 8C-23.66 TC-24,85 I TC-25.05 \ \ TC-24.51 TC-23.85 =25.07 SC-24.55 \\\ BC-24.01 BC=23.35' I ___ TC-24.00 I =25.67 \ R(�t� • + TC- _2z 77 TC=24.1 650f� SF j f{ ,. TC=26.69 C=25.17 I .. T 25.75 TC=2S.11 16- / I .: F� 225 , Bc Bc E 17.6 2a.o7� TO 5.67 TC2 7 TC=23.97' r ti - BC 25.17 c� 7 `%.. Bc- .69 , _ BC=24}§ ' BC=23.47, 24, 80-26.52 BCr26.59 5 TG-23.55 , rc-26.75 DI-18 I-15 ' BC=26.25 TC-26.75 TC-24.94 rG-23.7 TC-24.45 wia _ - C-23.95 UNK-990 _TC-26.2 �.�--27 TC_26.93 TC_2f C-26.43 BC_28.43 BC-2. C-27.D8 ' TC-27.08 C-25. C-26.58 BC_26.58 -25. TC-28.07 TC-27.95 SC-27,57 TC-27.88 T 26.53 TC-27.88I TC=2e BC-27.38 BC-27.36 BC TC-28.30 DI.19 5� T�-2� g5 TC=28. ec-v.eo BC-27.45 ' BC-25.! TC-28.3= TC-2833 s� z, i , i Y (1=LL_'. C4 : s 44 =27 9 SC-27.492805 tTC DI-46 TC-27.is BC-27.55 I TC-28.33 TC_28. ' BC-27.83 Dc_27 C-28.5, ' TC-28.' h BUILDING 102,862 SF VESTIBULES 3,570 SF I I \1111 111 t\ \ \.5 106,432 SF GARDEN CENTER 28,086 SF � I ( 1 t t'tt tl tt111t \ o f PHASE I: HATCHED ARE I 1 ( A) ISSUED FOR ,-' 4 CONSTRUCTION ON c j� I 1"\ \ 1�j ���`14 ��11ti i ( 12/19/06 P. (SANITARY SEWER & STORMWATER PONDS ONLY)-i I III � i t�tiii tt1NN t \ II I II I \ 1 HOME DEPOT .. 15 I i I I i i I I 11i1\ �, � .. .,• GRADING .AND DRAINAGE � � � ► II 11 � (� NDS (AS DELINEATED BY HART & HICKMAN ON 06/30/06) t ( Y i �. a .• • + \ •. /. 1 ,T4 •'y�,_ �ti.Ai �{3� .1.. •�. { y !"",. Jy' S { Y�,p 3.-iAu � i:'tit - .,•d • : � y v s• �Y � 3_y ��� SST C. �' t.Q.'',ssn., @•n!m n�.:. xeaw,� 's..c'«:"^i: � Iz Y .`".•,:Ht�ci -- �' Yf i � r.s=s K, a"T f�'w•.. ?'.-::s'"' w i _ . s �> , •.. 9i i� Tj •, ,� 3�• / Y� f" x..0+s�,,,* +•it d �'�a:1£i-. >li" k-0'r y`..7'.. � A 't $t 8� �: 7%%1 Y 24.24 L '• rt *;, bT t ,�y,{be�'�-.,M,-,,,, ,,ny�^�, µ•"'', n 9 ;•S ' ' �f-•^twos 11 _ y"`mw�i.A� -Ran 2 fY,LA RIP RAP APRON #1 S'/9LESYY it;! der tt SCE L �: ... M1, (24.06 ®)�� 23.56 o ® - le, a � Q TC W16 . I y 4, fs®mi®m 1A GRAPHIC SCALE 60 0 30 60 120 iiii !!mill I Inch = 60 Feet i� r 1 1 Is1J 1 d !� 1 1 ,'141.q a f 7�r 24. 2481 MIN !, 4 t n I ?t11GS I. E�_ 1 Th +t'77777 i t tg� t� Y• 1 Jn.. t p1 -: TO TC-2-5 53zt�r-.:� �ra-nr s• „mAm i'ij 'OSED EMERGENCY WAY. SEE SHEET C8.4 -WAY- Al •'+, 'L r «1F.�s4 •. .i ( • � 2' 1a1 ,-:_r:l'�. :1��n,iF - 4 � }44;� �. C � p 71e 3 .,_,.ram . '-._ .'.I�..- ° •= � \ e -i3 _...',• •-' 4 ,.. c 1X �-r- :: �A�:�iltl>2 € ..� ._.. -SEE SHEET C8.4 FOP, DETAILS TC=25.63 BC= .26 Tc-24.69 C=25.13 DID T DI.43 B ' BC=25.6. 5.13 TG-2 TC-26.63 26L (Tl:-:2 tTC27.48 BC_26.65 I BCSj -26C-26.89 I TC-27.12 I.87Za2t Ca 785 C_27.37 BC-26.39 BC-2fi.62 + i TC-26.85 BC-26.35 ' ' -'• ,=�' TC-26.75 fi: TC+2694 BC-26.25 BG=2644 //'�,, .51 ' 7C-28,51 TC-' .70 ' TC-26.77 , 40 I, a01 BCr28.0 -, '3r- 7.20 BC-26.77 " BC_ 6. .'_37 DI-45 I TC-28.37 TC-28.32� T 27.48 TC-25.92 ' TC-26.64 JI �i TG 8_ ,59 - T 26.71�'y}•`�� iC- 9 ;. 27.87 O _ _ 9C-27.87 BC-27.8x _26.98 BC_26.1 a Ir Im _ B 6.21 BC. 5.29 B.76 -26 I TC 65 I�2 � TG-27.37 =� -97 u =27.70 DI 41 TC�Z6.85 L_Lj% r-' TC=28.33 :ry 275o C _ _ _ _ TC=27.7s -RIP RAP -1 r� e•`� BC-27.83 1 '�' TC--25.38 APRON _ { 200 S � TC=28.94 , ' ,BC-27.29 g�77 �4 B��.��-, �`+ 1 �j 1 %• BC.28.44 i TC-28.11 (� TC-27.55 ! TC� .64 *z t I .: ';' TC 8.57 BC-24.88 q /yam 7}28.07 _ .07 -_--FIFE. 30A0 c ' BC-2T61 BC-27.16 BC 27.43 I BC_ i.14 .:: 6C_ G 1' Tc=2a.sz Tc-z694 I-39 I-3b c-,TC-26.46 Tc- BC_2B.02 \ ' I t0-26.e1 28.32 -1; BC-27.96 BC-27. BC-27.82 �4 � � i .TC-28.68 "j I T TC- K �i CI47 .38. 2lz Bc-2a12 ' ce.z7 til�ak 25._284 TC-28.51 TC=29.16 TC-2939 '4 CBC-2a01 6C=25. BC-28C=28.66 C TC-86 TC-2 8-28 8 TCTC-28.20 c-29.01 TC-2 _ r BC-27,89 Bc-z;.7o C-28.51 TC-28.92 TC-2a99 pp q t;` - --- 28 07 TC-28.37 GFy CI-29 BC-28.60 TC-28.8L TC-29.07 'T\C_2869 ,TC_2677-27.8.7 t +1 BC-25. TC-29.10 SC-2827 TC-2750 -2762BC-28.31 BC=28.57 i DI-;hl _ 4<" TC-27. TC_29.42 �1 , TC-2 79 1` Z *. r'" , } _ ^ '' ; rf r� eav'e0 BC-27. .� BC-28,92 \ ` BC- .29 -26.36 '' \ C�iH_)344 I; t3-25.86 30.2 �-- \ ?8 ' .z7.sa ec-z7.as \ .� C-� ra_ �- SS �_ �' TC-28.19 r �� - �ti BC-27.69 ', •2L44 TC.28.24 �'-� TC-28.30 BC-Z7.60 '7 _� -► _ TC-27.84 BC_27.74 BC-27.80 iC_27.65 TC-27.85 TC-27.85 CI-31 -2s.96 ��,�--TC-29.1 "-•• f, ,R / " . _ B�17 52 BC-27.35 EL-27.35 C-25.46 .84 rt TC=28.01 - m. +w\ TCr28.84 '6%- BC=27.51 I�I32 TC-27.95 TC_z7 95 BC-27.45 BC--27.� v - ` ` ....,.`.-N TC-27. 20 a8 r ' = 2 S ' 9 : BC_26.9 TC-26 21 TCs77.91 ` TC- BC-25. 70 ' _ 25.✓i0 -�+�►..�` ETC-26.73 \.\ BC-25.80 i STORMWATER IT POND. SEE FOR DETAILS WETLANDS (TiP.) \F� �r \� O V1r ^ V J NOTES: o 1) SEE SHEET C8.5 FOR STORM DRAIN SCHEDULE. r , 2) SEE SHEET C1,1 FCR GENERAL STORM SEWER NOTES. 3) SEE SHEET C8,4 FOR STORMWATER MANAGEMENT POND DETAILS. 4) ALL RUNOFF FROM PROPOSED BUILDINGS SHALL BE DIRECTED TO ON -SITE STORYWATER COLLECTION SYSTEM. n 5) ALL OUTLET PIPES SHALL HAVE FLARED END SECTIONS. ✓~'�1 rW W 1 HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED ,N ACCORDANCE WITH THE LATEST NEW HANOVER COUNTY ORDINANCES A`1D STORM WATER DESIGN MANUAL PRINTEDNA1dE AND TiTLE ROBERT P. BALLAND. PE O REGISMTIOMNUMBER, NC RE. k031591 WE HEREBY CERTIFY THAT WE ARE THE CURRENT OWNER OF THE PROPERTY AND THAT UPON RECEIPT OF'ALF HORIZATION•TO-CONSTRUCT' ANY CLEARING. GRADING, CONSTRUCTION OR DEVELOPMENT. WILL BE PERFORMED IN ACCORDANCE WITH THIS PLAN AND THAT THE APPLICABLE ORDINANCES AND RULES OF NEW V HANOVER COUNTY, THE STATE OF NORTH CAROLINA AND THE FEDERAL GOVERNMENT AND ITS A 3ENCIES WHICH ARE HEREBY MADE PART OF THIS PLAN. AS THE 0 NER, WE ACCEPT FULL RESPONSIBILITY FOR THE AND CONSTRUCTION OPERA, ION AND MAINTENANCE OF THE PROPOSED FACILITIES. WE WILL NOT ATTEMPT TO TRANSFER HIS RESPONSIBILITY WITHOUT � THE 4VRITTEN�iUTHORIZATION OF NEW HANOVER COUNTY, / �/'C' W S'VNATURE: �""�1 J�7 � PRINTEDNArrE AND TITLE. X":S n / 4,le-S rX_4tG1;�p�N ../ DATE:; �%�'o w v vm H � O ro-"_mj 0 mz x I zGZ>m =cno0 zHor-n x H nDy> cn H � 0 z m o -n m c o � r mmc~n z G) D � Z v 0 Ion > m V1 v O V O Xc z H =vz cu A O 0 z HEET 1 OF 2 840.03 43r' NOTE: USE TYPE "E", 'IF" AND "G" GRATE - -_ UNLESS OTHERWISE NOTED. c� A L --w-A PLAN FRAME,GRATE, 8 HOOD ASS'Y A ALIGN FRAMEu EDGE OF WAL FOR VERTICAL °. WALL SECTION a' SECTION BB v N N 3A of -- �A"f-.- 1� > 31 _3'-0" _ 3 „ 3'- 0%g" " 2'- 0„ " „ - 44„ O rr 17i_„ t►— -2"-11L¢ R-" HCOD ELEVATION FRAME, GRATE AND HOOD DETAIL NOT TO SCALE FORMED HOLE FOR #4 REINFORCING BAR 2' MIN. LENGTH (TYP. EA. PARKING CHOCK) DRIVE REBAR FLUSH WITH TOP OF CHOCK. ARD PRECAST CONCRETE PARKING CHOCK .EL STOP T TO SCALE 4 JOINT (8'-10' O.C.) " DEPTH <•;.;:• 4000 P.S.I. CONCRETE X 6" W2.0 X W2.0 W.W.F. MIN. 2" DEPTH 6" C.A.B.C. ��X\��\�— COMPACTED 'SUEGRADE (95% STANDARD PROCTOR) REINFORCED CONCRETE DETAIL NOT TO SCALE SF9.5A SURFACE DURSE " B25.0 B AGGREGATE BASE OURSE 100% ASTM D698 COMPACTED SUBGRADE 100% ASTM D698 TO 12" DEPTH HEAVY-DUTY PAVEMENT SECTION NOT TO SCALE SF9.5A SURFACE DURSE If B25.0 B AGGREGATE BASE OURSE 100% ASTM D698 COMPACTED SUBGRADE 100% ASTM D698 TO 12" DEPTH LIGHT -DUTY PAVEMENT SECTION NOT TO SCALE ASPHALT 4,000 PSI CONCRETE RETE COWPACTED SUBGRADE TO 95% STANDARD PROCTOR ASPHALT TO CONCRETE PAVEMENT TRANSITION NOT TO SCALE �+3/4 T II I rr h N ►i 21/ N SECTION MM rr �l 4 � 1 o - N i I N SECTION JJ 5 " n 3" R rr 4�S n SECTION RR v m o-31 CDT DETAIL SHOWING TYPES OF GRATES USE ACCORDING TO WATER FLOW. 2U 2'-1co B 1 O —1 Hz�x x m > D ; - TYPE "G"-- TYPE "E" TYPE "F" A A 1 "� I 9%g „ - _ -cn 0 o � _ _ -� b0V H D _� I I 9/g - �- WATER FLOW - SAG -- WATER FLOW - - H N , z1v2„ 1� -------------------------- 1L2„ hil --{ I� SECTION B-B -n -------------------------- 13/4„ 21/„ O 7D z - WATER FLOW — - SAG - - WATER FLOW -- — C SECTION A -A _ rnmcn11111111 - -- O V x z TYPE "F" TYPE "E" TYPE "G" �- TYPE - E _.� � o D D z P _ '9 RAISED FLOW ARROW „ %18" HIGH 2 -_� D N x v ARROW 2 4„�i �� Y16" ED HIGH I - O 12 D �� O „ ,y2„ DzX , r n p z x=0 °� 1/8' \ O 1/8„ 1 p z P I 1 „ 1 n I �g„ \ /1 v2„ ---►1 F�-- f 11/2„R I - 2' -1134 1 �2„ 11�'/g„ I�-�- 2'- 1144' It 1 �. SECTION A -A TYPE - F SECTION IrA--A TYPE G r SHEET 2 OF 2 840.03 RAD0. 1 /8" a ' d .au 4 1/2" JOINT z 1/$" RADIUS, TYP. SEALER DUMMY GROOVE EXPANSION JOINT CONTRACTION JOINT VARIES 3000 PSI -(—� 1 4" PER FT. CONCRETE 4. .d d .7 p SECTION VIEW 6" ASPHALT e . °, a � PAVEMENT A� NOT TO SCALE ' "KED: TARY SEWER ES IP OF )VER �A BOTTOM OF COVER PLAN 1110 NOTES: 25 3/4"4 1. ENSURE 24" MIN. CLEAR OPENING. 2. DIMENSIONS SHOWN ARE T'TPICAL ACTUAL DIMENSIONS MAY VARY. 3. RING & COVER CONTACT SURFACES SHALL BE MACHINED 24 1/8" SO AS TO INSURE EVEN BEARING �.-- 25 1/2"--� OF COVER ON RING. 35 1/2- SECTION "A -A" STD. MANHOLE RING AND COVER NOT TO SCALE FRAME, GRATE AND HOOD DETAIL NIOT TO SCALE 00 A 1 1 8" 1 1 4" rn 4 A I SIDE ELEVATION 10 3 4" on i 12" 1/2" GRADE 60 PLAN VIEW STEEL REINFORCEMENT COPOLYMER POLYPROPYLENE PLASTIC ELEVATION SECTION A —A MANHOLE STEP DETAIL NOT TO SCALE A B C D E < 18" 4' 5" 6" 6" 18"-24" 5' S" 8- 8" > 24" 6' 6" 8" 8" AS REVID 7' 7" 8- 8" AS REQ'D 8' 8" 8` 10" STD. MANHOLE RING AND COVER J o_ z ICON -SHRINK GROUT a (TYPICAL) w a v�1 C M w E ;. 6" MIN. 16" O.C. NON -SHRINK GROUT -j_1 12" MAX ADJ. BRICK OR PRECAST LEVELING RINGS MANHOLE STEPS AS SPECIFIED PIPE 0-A SLOPE 1*/FOOT MONOLITHIC CONCRETE BASE D BEDDING , 6" MIN. NOTES: 1. 5000 PSI MIN. STRENGTH CONCRETE. 2. MANHOLE SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C-478. 3. MANHOLES SHALL BE VACUUM TESTED IMMEDIATELY AFTER ASSEMBLY AND PRIOR TO BACKFWNG. 4. SEWER GUARDS REQ'D IN ALL MANHOLES, UON. STAINLESS STEEL SEWER GUARDS REQUIRED IN MANHOLES LOCATED IN TRAFFIC AREAS. PRECAST CONCRETE MANHOLE NOT TO SCALE `3" USE ON FLAT ` GRADES 2 is AND UNDER EPRESSED GUTTER LINE ELEVATION NORMAL CURB AND GUTTER ON LIGHT GRADES GURM TTER >� LINE USE ON GRADES 12" MAX DEPRESSED GUTTER LINE ELEVATION NORMAL CURB AND GUTTER ON STEEP GRADES 8" 1 a . I VIEW WHEN 8N 6" CURB IS USED IN PLACE OF HOOD aul) I E tV #4 BARS BARS -W #4 B"U" SECTION R-R #4 BARS "U" i 3» IF ,T U SECTION S-S 5' PLAN CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES #4 BARS "V" EQUALLY SPACED 3"s S I-- I 6" t1.5R �a u. a M w S�I PLAN OF TOP SLAB . ► • ®®®�® KOM ��t�7GTi1rYFM; 9#1FL' 11 �1wA • ! : • iF���ay�'�a'�e��c-��■�����I� ��i�._7_:nr��c7.�:i�� • :,• r��'i>.� • •, .�,:. �Ii���li�J���t'l.!i:�I1�L'yl[lmll[li7f�3i©cY3iil�! mom' [7�Il�7f1✓;lirF� • � � • :�! • • ]i��[1QL•711©! �<.�JJF�Cl11[�011[! [�[1Qilil�i t��i�}fit � :,• ikj�:;1t ►� • • ".1 [9i���:"' �3i�Cli��F�QYClQ�3dOfY�1i[�Ci�3i[! �7�� • ,7 � .•: �Tf>• t•��[�I[IIr,[�1P�:���1�Y3� [T7i��OFi�•Si�7QL111��F�y�i�iitl�3i[l�ii[! tr���� � � ��lF?'�i�� • � �i1�31L1�Y� WHERE 42" TO 54" PIPE IS USED. •m�a�mMR1� 111 U-19 I �I PLAN a 00 a 1 = 8" B -I- is a D to T� 1 END ELEVATION WHERE 30" TO 36" PIPE IS USED SECTION 1 1 r ip 8" 8" --- o = A 0 OUTLET SECTION Y- 1/2" R 6" 18" 3" R a N �e a N N � e � i o _ o G LEVEL _ 24" PLAN PLAN -80 a ca x CATCH BASIN NOT TO SCALE (TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND OR AS SPECIFIED BY THE APPROIATE CI/COUNTY ENGINEERING DEPARTMENT OR THE DESIGN ENGINEER.) 24" CURB AND GUTTER (REVERSE SLOPE) NOT TO SCALE GENERAL NOTES: - MORTAR JOINTS 1/2". 1/8" THICK. - CLASS "B" CONCRETE TO BE USED. - THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. - DEDUCT FOR PIPE OR PIPES FROM TOTAL CU. YDS. OF BRICK FORMING. - ALL CATCH BASINS OVER 3'-6" IN DEPTH SHALL BE IN ACCORDANCE NTH STD. 640.66. - USE TYPE -E", "F", & "G" GRATE UNLESS OTHERWISE INDICATED. - JUMBO BRICK WALL BE PERMITTED. CONRETE BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. - IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN ON STANDARD 840.00. - FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-O" IN HEIGHT USE 12" WALL TO W-O" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING W-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY. 1/2" R 18" 3" R 1/8" R 041 T 0' * . • . e o e o 7" o e 0 24" I� 24" CURB AND GUTTER NOT TO SCALE A CONTRACTION JOINTS SKALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SWING MAY BE USED WHEN A MACHINE IS USED OR WHEN SATISFACTOR SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE USE OF TEM ATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGI EER TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY E INSTALLED BY THE USE OF TEMPLATE'S OR FORMED BY OTHER APPROVED M THODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DE P OF 1-1/2" SHAL BE OBTAINED. ALL., CONTRACTION JOINTS EXCEPT IN 8 X 6" MEDIAN CURB SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECT . z 5 z 0 < D 0 LL z F— z w v o �, Opt' O z NON[�- c�Ac1\ o r-- r �Vo 0 V4 Qt>� W "d / . O n t-- W r-. r W rWh V 0 z � P4 oho O U IP4 wo nW z z ^ <mamm �z��� 8 F= r' FF-- L+_ U41 �a)3 Q_ SEAL ,`'` �OF ES� v� ,'�� 41 c EAL �311S/d(o IN •aNunu,a�� C8.1 PEI JOBJI: 06130.PE CLASS I OR II MATERIA CONCRETF CLASS I, II OR I BACKFlLL CLASS I OR II BEDDING CLASS 1 OR II 8ACKFlL CLASS BEDDINI CLASS "A" CLASS I, II OR II BACKFlLL CLASS "C" BEDDING DETAILS NOT TO SCALE -- 12" RESERVED PARKING o s" MAXIMUM PENALTY 9" $ 250 CLASS "B" CLASS "D" �--- 12" VAN 9" R7-8a ACCESSIBLE12"x6• � L RESERVED j PARKING MUTCC - R7-8 12"x18' MAXIMUM PENALTY ! R7 $ 250 12"xgx9• AVEMENT/GRASS O COTES: 1. METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, AS -PA A307-90. 2. POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3—INCH TO 4—INCH LIFTS. THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER. 3. CONCRETE: FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES. 5. TOP EDGE: TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A SUB—RESIISTANT PRESSURE SENSITIVE NON —YELLOWING ADHESIVE, "SKOTCHCAL" TRANSPARENT FILE #639 OR APPROVED EQUAL. 6. REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED BY 3M COMPANY OR APPROVED EQUAL. 7. SIGN LETTERING SHALL BE NIPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS SHALL BE: 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75" SPACING BETWEEN LINES. 8. CORNER (RADIUS OF SIGNS SHALL BE 2.5" ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH. 9. MOUNT ON BUILDING OR METAL POST AS CIRECTED. HANDICAP SIGN DETAIL NOT TO SCALE 0 w a. a- R CD EXISTING GROUND J COMPACTEC BACKFILL TO 95% MODIFIED PROCTOR IF UNDER PAVEMENT COMPACTED BACKFILL TO 90% MODIFIED PROCTOR SLOPE WALLS TO ANGLE OF REPOSE OF SOIL OR AS APPROVED BY THE ENGINEER ` COMPACTED PIPE EMBEDMENT TO 90% MODIFIED PROCTOR \ BEDDING "CLASS B" FOR DIP AND C-900 PVC COMPACTED GRANULAR MATERIAL j IF REQUIRED BY THE ENGINEER PIPE WIDTH +24" TRENCH BOTTOM STANDARD PIPE TRENCH DETAIL NOT TO SCALE " VARIES " 6 —0 FLUSH W/ 6 —0 ASPHALT SLOPE SLOPE'a d a a a !4 a HANDICAP RAMP NOT TO SCALE ' SIDEWALKi 12:1 MAX. AVEMENT CURB SECTION A- A WHEELCHAIR RAMP (DROP CURB NOT TO SCALE INISH CONC. TO DOME 4" DIA. STEEL PIPE SHAPE W/ FILLED WITH CONCRETE SMOOTH FINISH. W/ TWO COATS OF PAINT CANOPY COLUMN GRASS 18"X18" CONCRETE—j CENTERLINE OF PIPE BOLLARD OVERHEAD CANOPY O ° I ° ° •PROP.e'CONCRETE I PAVING — SET POST r• I IN CONCRETE fj SET POST IN CONC. 18" ELEVATION PIPE BOLLARD DETAIL NOT TO SCALE 10' SKIP LINES YELLOW OR WHITE I 10� I r- ®—� 30 44 T MINI -SKIP LINES YELLOW OR WHITE 1 2� I �� ®_ 3 I I 15 #NOTE: WHERE TWO WIDTHS ARE INDICATED, THE FIRST WIDTH APPLIES FOR A "NORWIL' WIDTH LINE. THE SECOND WIDTH MIRUES FOR A 'WIDE" UNE. *WIDE" UNES ARE REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN DIRECTED BY THE ENGINEER. PAVEMENT MARKINGS LINE TY"IES COMBINATION STRAIGHT AND LEFT OR RIGHT TURN ARROW STRAIGHT ARROW 12" RIGHT OR LEFT TURN ARROW COMBINATION LEFT AND STRAIGHT AND RIGHT TURN ARROW COMBIh•'ATION LEFT AND RIGHT TURN ARROW GENERAL NOTES -ALL PAVEMENT MARKING SYM30LS SHALL BE WHITE IN COLOR -PAVEMENT MARKING SYMBOLS SHALL. NOT BE LOCATED AS TO ENCROACH INTO INTERSECTION AREAS. -ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION JOINTS UNLESS APPROVED BY THE ENGINEER. PAVEMENT MAR.KiNGS ARROW SYMBOLS NOT TO SCALE &i z S cMG ° C o z N N � cd i O r'' z Q � � uP4 .—+ r � z C1 W W C� o UZ f:4 �4 (D P4 o� W w0 z z .clnmm Z a� �3 fs �r z Ull SEAL,,.,,,,,,, 2�o P. 181111111104 8*2 PEI JOB�i: 06130.PE —;IIII��I�II11=1��w MAXIMUM LEVEL OF SEDIMENT COLLECTED - CLEAR BASIN WHEN THIS LEVEL IS REACHED. PAJE 5 i\ r FLOOD STORAGE 1 - ' 5' SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY) -_ #57 WASHED STONE- 4.5' MAX. SEDIMENT DEPTH BOTTOM ELEVATION - 9.00 MIN. WN. III, I II I i) I II I II I II I II I II I II I Ii l I,, ; ,i l „I I I, I I I II I II I II I II I II (III _ I II I I, ; ,I I I-1II I III #1 RIP RAP- MIN. SEDIMENT BASIN #1 DETAIL NOT TO SCALE = THE DISTANCE SUCH THAT POINTS B A AND B ARE 01= EQUAL ELEVATION 1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN CIN A FILTER FABRIC FOUNDATION. 2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEE' OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE—ENTERS THE CHANNEL. 4. ENSURE THAT CHANNEL APPURTENANCES, SU"H AS CULVERT ENTRANCES BELOW CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BL )CKAGE FROM DISPLACED STONES. 5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT. STONE CHECK DAM DFAIL NOT TO SCALE DEWATERING CONCRETE BLOCK O O -------------- ,u C� Cl C7 a 0 0 �Q - ©000 q a� Qo O o QOQoo Q—_—�- 2:1 SLOPE,G+RA'vSE FILTER ------------- TEMPORARY SEDIMENT WIRE SCREEN DEWATERING POOL--_— •:L• 1' MIN 2' MAX •;�^::=::�; — 16" -DROP INLET WITH GRATE L SEDIMENT CONSTRUCTION SPECIFICATIONS 1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCT URE ON ITS SIDE THE BOTTOM RC W TO IN ALLOW POOL DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLO( MKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY PLACING ZX4 WOOD STUDS THROUGH BLOCK OPENINGS. 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.. 3. USE CLEAN GRAVEL. 3/4 TO 1/2-INCH IN DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO AN EVEN GRADE. DOT t57 WASHED STONE IS RECOMMENDED. INLET PROTECTION N.T.S. NOTE: LOW LEVEL ORIFICE TO BE INSTALLED AT EL 15.00 _ -S'xe BOX RISER (EL 17.00) W/ (2) 3e BARRELS (INV. - 15.00 O OX SLOPE) TOP EL 21.00 ALL OUTLET LENGTH PIPES SHALL HAVE FLARED END SECTIONS 11 ilAPRONP—RAP STORM DRAIN PIPE PLAN SLOPE = 0% /> / TAILWATER FLOW STORM DRAIN PIPE ` `- - - - - -- -- ' -- - PRO FILTER FABRIC -/ '*-- N.C.D.O.T. CLASS B SECTION RIPRAP, MINIMUM 18" THICK, TYPICAL RIP -RAF' SCHEDULE: UPSTREAM DOWNSTREAM PIPE DIA. (IN.) LENGTH (FT.) WIDTH (FT.) WIDTH (FT.) 1 72 17 18 18 2 54 18 13.5 13.5 3 2 36 12_ 13.5 18 RIP -RAP APRON NOT TO SCALE NOTE: TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. VARIES AS DIRECTED BY ENGINEER (6' MAX.) TOP STRAND MIN. #10 GUAGE STAY WIRES MIN. 2-1 2 GUAGE I� / '2p� DITCH V � NOTES: 1. THE TRAP SHALL BE CLEANED z V'y OUT WHENEVER THE SEDIMENT REACHES 1/2 THE TOTAL V V y Y v V DEPTH OF THE TRAP. V 2. CAATONS. C� V V v SEDIMENTTRAPTRAP LOETS Y r� V V 3. SEDIMENT TRAP SHALL BE REMOVED jc AFTER ACHIEVING A DENSE VEGETATIVE COVER 04 ISOMETRIC VIEW \ r/o BOTTOM STRAND MIN. 110 GUAGE \ .% CARRY CUSS B STONE UP SIDES OF SPILLWAY 5' C.D.O.T. CLASS B MIN. E N CONTROL STEEL OR WOOD POST \ \ / WASHEDTSTONE50N UPSTREAM FACE 2 1 5' MAX. -LOW I FILTER FABRIC NOTES: 1. WIRE SHALL BE A MINIMUM OF 32" IN • WIDTH AND SHALL HAVE A MINIMUM I OF 6 of FILL SLOPE LINE WIRES W/12" STAY SPACING GROUND LINE M �v 2. FILTER FABRIC SHALL BE A MINIMUM OF I i 36" IN WIDTH AND SHALL BE FASTENED 6" `,' BADEQUATELY Y THE ENGINEER E WIRE AS DIRECTED MIN. 3. ST EEL POST SHALL BE 5 0 IN HEIGHT r cn \ \ \ AND BE OF SELF FASTENER ANGLE O[L STEEL TYPE p 4. WOOD POSTS SHALL BE A MINIMUM OF 6' a04 (WIRE FABRIGHT CJSH3m OR ALL BEORE IN FASTENEDTMETER OWOODEN fW2'MIffWt5OT LESS THAN #9 WIRE STAPLES \\ ANCHOR FILTER FABRIC SKIRT AS DIRECTED BY THE ENGINEER GUIDELINES FOR TEMPORARY 'SILT FENCE DETAIL NOT TO SCALE 1' VARIES WITH FILTER FABRIC MIN. DEPTH OF DEPTH SECTION B—B I® METHOD OF TREE PROTECTION DURING CONSTRUCTION NOT TO SCALE I LM%lM YIGYY W MIN. N.C.D.O.T. CLASS B �8 " DIVERSION TO DIRECT RUNOFF FROM R/W EROSION CONTROL STONEF=171 SECTION VIEW -FILTEIR FABRIC TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE TEMPORARY SEDIMENT TRAP NOT TO SCALE x O L) (0 u IP4 C�T � F--�1 W F-j-I 0 I C� nW H z 0 z w O U z w 0 U z W d Z (W O — 5 cd 0 z 0 Q Of 0 z z Ld J U M G U r� z �(V N - 4-J cat (: c, Ll o� z r-4 4-4 W ��� W � Q o �- c. Ir- � ►n o W � �T 44 T1 H 0 I—+ U Z I4 � � � 0 U �0 Z (F� o w ,.✓ 0 IP4 w 0 W zz �ammm Z oz&acK Q n 8 Li Z v)S5 Ld 0 d r 8 SEAL ,.0�p QOFEss�p��2'a 03 151 MGIN�' .,• C8*3 LPEI JOB#: 06130.PE POND #1 DETAILS EMERGENCY SPILLWAY (SEE DE1 EL 1 OVERFLOW STRUCTURE (SEE DETAIL TOP EL FORE BAY EL 15.60 100 YR. EL - 18.77 - _ 50 YR. EL - 18.18- 3 VEGETATIVE SHELF - - _-25 YR. EL - 17.56 - VEG SHELF - SLOPL 10 YR. EL - 18.83 _- AROUND POND 2 YR. EL_15.74 AROUND P D - 1" RUNOFF STORAGE EL - 15.80 - 1" RUNOFF STORAGE EL - 15.60 _ _ FOREBAY POOL EL. (NWS - 14.00 PERM ENT POOL NORMAL WATER SURFACE) 14_00 3 - �1 FOREBAY 1 3 o CREST OF LOW FLOW WEIR BOTTOM EL FOREBAY - 7.00 POND BOTTOM EL - 7.00 FOREBAY AND STORAGE POND #1 SECTION NOT TO SCALE GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE TOP OF RISER = 15.60 2" SCH. 40 PVC OUTLET 1" STORAGE ELEVATION = 15.60 NORMAL POOL EL. = 14.00 2 FT MIN. �D 6" EXTENDED BASE-/ i 24" CULVERT INV. EL.=13.00 4'x4' REINFORCED CONCRETE BOX POND #1 OUTLET STRUCTURE SECTION NOT TO SCALE POND #2 DETAILS OVERFLOW STRUCTURE (SEE DETAIL TOP OF DAM EL. 23.0 EL 18.60 SHEET PILE TOP EL-18.60 100 YRE + 19.31 - - - - 50 YR_. EL 18.80 3 - _-25 YRYR. EL • 18.23 - VEG SHELF - 1 -- -- 10 YR. EL • 17 70�64 1 SLtff-TYP - - 2 YR. El- 18.78 - - AROUND POND i" RUNOFF STORAGE EL - 17.82 _- 1" RUNOFF STORAGE E1 -+ 17.62 _-_-_- FOREBAY POOL q. WS + 16.60 - - - PERMANENT POOL EL (NORMAL WATER SURFACE 16.80- - 1 FOREBAY #1 - - 0 1 OTT ELF - 9.00 POND BOTTOM El. + 9.00 n POND #1 EMERGENCY SPILLWAY RISER STRUCTURE NOT TO SCALE GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE TOP OF RISER = 19.00-\ PROPOSED -GRADE, PROPOSED 24" RCP EXISTING 66" CMP -t- + a �I OUTLET PIPE TO STORM INV. EL.-J DRAIN MANHOLE (SEE DETAIL) 12.30 24" RCP CLASS III a a INV. IN = 13.00 4 INV. OUT = 12.30 LENGTH = 92' SLOPE = 0.8% SOD ALL SLOPES ABO'JE PERMANENT POOL EL 6:11 SHELF BELOW PERMANENT POOL PLANTED WITH SU7ABLE WETLAND SPECIES 3 OR VEGETATION, _ 1 10' ,GI`I ,� I ,_�!/d lYlr��_�6� L__ _1.1,__p PERMANENT_POOL EL 14.00 -I(I- -71 7' POND 11- POND #1 SECTIONSuiT ANa NOT TO SCALE ARROW ARUM BLUE FLAG IRIS CANA LILY PICKEREL WEED CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACI•i OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES OF PLANTS TOGETHER. INSTALL PLANTS 24' O.C. IN A CHECKERBOARD PATTERN. STORM WRER NOTES: POND #d1 1. TOTAL ON -St AREA = 6.04 AC TOTAL OFF -St AREA = 5.03 AC TOTAL DRAINA' AREA = 11.07 AC 2. % IMPERVIOUS RZ PROPOSED SITE = 344,995 SF / 482,209 SF = 71.5% 3. ACTUAL IMPERVICS DRAINAGE AREA FOR POND = 344,995 SF Paved Area 40,075 SF Building Arec= 0 SF Sidewalk Area= 0 SF On -Site (Out arcels) = 148,103 SF Off -Site Area = 156,816 SF otal = 34-4,995 SF 4. AN EMERGENCY SPIWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT POND. FOR MAINTEN*E EFFORTS, STORMWATER STORED BELOW PERMANENT POOL SHALL BE PUMPEL PROPO:._.. SECTION A -A NOT TO SCALE PLAN NOT TO SCALE 8'x8' REINFORCED CONCRETE BOX - EXISTING 66" CMP EXISTING 66" CMP -EXISTING 66" CMP EXISTING 66" CMP (LOCATION TO BE FIELD VERIFIED BY y CONTRACTOR) PROPOSED 8'X8' RISER STRUCTURE I I EXISTING 66" CMP (LOCATION TO BE FIELD VERIFIED BY INV. EL. 12.30 PROPOSED 24" RCP , (FROM POND #1 TOP OUTLET STRUCTURE) NOT TO SCALE CONTRACTOR) FOREBAY AND STORAGE POND #2 SECTION NOT TO SCALE GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. FASTEN WITH J-CLIPS, ATTACH TO A 1 1 /4" x 1 1 /4" x 1 /4" GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE TOP OF RISER = 18.60 4" SCH. 40 PVC OUTLET - 1" STORAGE ELEVATION _ 17.82 0 NORMAL POOL EL. 16.60 - 10 SIDE pE . v. O. 0 00-� 2 FT MIN. Gi� IDA 6" EXTENDED BASE FILTER FABRIC (2) 36" CULVERTS f_ / / cv� INV. EL. = 16.60 8'x8' REINFORCED CONCRETE BOX POND #2 OUTLET STRUCTURE SECTION NOT TO SCALE 30.0' 6" THICK CLASS 'B' RIP -RAP - POND #2 EMERGENCY SPILLWAY NOT TO SCALE STORMWATER NOTES: POND -#Z 1. TOTAL ON -SITE AREA = 32.23 AC TOTAL OFF -SITE AREA = 9.78 AC TOTAL DRAINAGE AREA = 42.01 AC 2. % IMPERVIOUS FOR PROPOSED SITE = 1,405,681 SF / 1,829,956 SF = 76.8% 3. ACTUAL IMPERVIOUS DRAINAGE AREA FOR POND = 1.405,681 SF Paved Area = 545,290 SF Building Area = 200,231 SF Sidewalk Area = 16,779 SF On -Site (Out Parcels) = 302,742 SF Off -Site Area = 340,639 SF Total = 1,405,681 SF 4. AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT POND. FOR MAINTENANCE EFFORTS, STORMWATER STORED BELOW PERMANENT POOL SHALL BE PUWPED. EL. 21.00 OF DAM EL - OUTLET PIPES (2) 36" RCP CLASS III INV. IN = 16.60 INV. OUT = 16.60 LENGTH = 36' SLOPE = 0.00% SOD ALL SLOPES ABOVE PERMANENT POOL EL. 6:1 SHELF BELOW PERMANENT POOL PLANTED WITH SUITABLE WETLAND SPECIES OR VEGETATION. Q PERMANENT POOL EL 16.60 n 40 1 7.6' POND POND #2 SECTION NOT TO SCALE -bUl I ABsr PLANTS ARROW ARUM BLUE FLAG IRIS CANA LILY PICKEREL WEED WET DETENTION POND P ANTING CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACH OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES OF PLANTS TOGETHER. INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN. Z 0 V) S W Q' Cd H Cd n O oUr-.1 ~ 0� O o LL_ U z_ z z 0 w J U 0,4 W 0� c� U Z P� Q 0 W 0 W n V Q � H z� C w0 ZZ n m nQm ��m �o 0 U) Q Ld o o 'Al SEAL C8*4 �PEI JOB#: 06130.PE Line ToLino LineLength Incr.Area TotalArea RunoffCoeff. InletTime TimeConc Rnfalint TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn Line ID (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) - (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 1 Outfall 60 0.49 11.12 0.95 5 11.7 6.9 120.94 232.00 4.28 72 0.30 9.18 9.00 17.82 17.77 23.10 13.00 CH TO OUTFALL 2 1 47 0.44 0.44 0.95 5 5.0 8.1 30.67 186.37 .4.34 36 7.81 12.85 9.18 18.62 18.52 24.05 23.10 C1-2 TO CH 3 1 86 0.40 1.97 0.95 5 6.6 7.8 14.63 31.99 4.66 24 2.00 10.90 9.18 18.88 18.52 23.58 23.10 CI-3 TO CI-1 4 3 72 0.39 1.57 0.95 5 6.3 7.9 11.75 31.99 3.74 24 2.00 12.34 10.90 19,36 19.17 23.95 23.58 C1-4 TO CI-3 5 4 72 0.38 1.18 0.95 5 5.8 8.0 8.93 31.99 2.84 24 2.00 13.78 12.34 19.67 19.56 24.33 23.95 C1-5 TO CI-4 6 5 68 0.42 0.80 0.95 5 5.5 8.0 6.11 10.50 3.46 18 1.00 14.46 13.78 19.97 19.74 25.04 24.33 CI-6 TO CI-5 7 6 75 0.38 0.38 0.95 5 5.0 8.1 2.94 6.28 2.40 15 0.95 15.17 14.46 20.31 20.16 25.83 25.04 CI-7 TO CI-6 8 1 98 0.20 8.22 0.95 5 11.4 7.0 74.98 106.98 4.71 54 0.30 9.47 9.18 18.66 18.52 23.30 23.10 DI-1 TO CI-1 9 8 123 0.13 8.02 0.93 5 10.9 7.0 74.09 107.86 4.66 54 0.30 9.84 9.47 19.02 18.84 23.30 23.30 DI-2 TO DI-1 10 9 110 0.52 7.89 0.88 5 10.6 7.1 73.62 107.72 4.63 54 0.30 10.17 9.84 19.34 19.19 22.95 23.30 CI-39 TO DI-2 11 10 141 0.29 7.37 0.91 5 9.9 7.2 44.66 78.40 0_ 3,55 48 0.30 10.59 10.17 20.12 19.98 23.25 22.95 D1 4 TO CI-39 12 11 94 0.41 1.10 0.93 5 5.7 8.0 8.02 43.46 - 2.55 24 3.69 15.14 11.67 20.62 20.51 23.74 23.25 DI-5 TO DI-4 13 12 116 0.69 0.69 0.90 5 5.0 8.1 5.06 7.43 2.86 18 0.50 15.72 15.14 20.94 20.68 24.05 23.74 DI-6 TO DI-5 14 11 103 0.00 5.98 0.00 5 9.3 7.3 35.98 245.15 2..86 48 2.91 14.67 11.67 20.54 20.48 24.00 23.25 MH-1 TO DI-4 15 14 34 0.33 1.36 0.91 5 7.4 7.7 9.28 50.43 2.95 24 4.97 16.36 14.67 20.73 20.67 23.84 24.00 DI-7 TO MH-1 16 15 86 0.28 1.03 0.89 5 7.1 7.7 7.04 7.43 3.99 18 0.50 16.79 16.36 21.18 20.80 24.29 23.84 DI-8 TO DI-7 17 16 55 0.00 0.75 0.00 5 6.8 7.8 5.16 7.49 2.92 18 0.51 17.07 16.79 21.56 21.42 25.12 24.29 MH-2 TO DI-8 18 17 28 0.47 0.47 0,92 5 5.0 8.1 3.52 4.57 2.87 15 0.50 17.21 17.07 21.78 21.69 24.97 25.12 DI-9 TO MH-2 19 14 82 0.00 4.62 0.00 5 9.0 7.4 27.31 102.32 3.86 36 2.35 16.60 14.67 20.81 20.67 25.05 24.00 MH-3 TO MH-1 20 17 83 0.11 0.28 0.77 5 5.9 8.0 1.84 4.59 1.50 15 0.51 17.49 17.07 21.85 21.79 25.53 25.12 DI-11 TO MH-2 21 19 20 0.40 0.60 0.91 5 5.3 8.1 4.34 10.50 2.46 18 1.00 16.80 16.60 21.21 21.18 24.00 25.05 CI-8 TO MH-3 22 20 50 0.17 0.17 0.86 5 5.0 8.1 1.19 4.57 0.97 15 0.50 17.74 17.49 21.94 21.93 25.53 25.53 DI-13 TO DI-11 23 19 64 0.32 4.02 0.87 5 8.8 T4 23.45 29.00 4.78 30 0.50 16.92 16.60 21.25 21.04 24.72 25.05 DI-10 TO MH-3 24 23 74 0.03 3.70 0,73 5 8.3 7.5 17.78 47.16 2.52 36 0.50 17.29 16.92 22.09 22.04 24.98 24.72 CI-11 TO DI-10 25 24 43 0.16 2.03 0.74 5 8.0 7.5 9.60 16.18 3.06 24 0.51 17.51 17.29 22.29 22.21 24.87 24.98 CI-12 TO CI-11 26 25 82 0.39 1.87 0.70 5 7.6 7.6 8.81 15.99 2.81 24 0.50 17.92 17.51 22.65 22.52 24.48 24.87 DI-15 TO CI-12 27 26 99 0.49 1.48 0.71 5 6.8 7.8 6.86 16.07 2.18 24 0.51 18.42 17.92 22.85 22.76 24.48 24.48 DI-16 TO DI-15 28 27 60 0.29 0.99 0.59 5 6.1 7.9 4.24 15.99 1.35 24 0.50 18.72 18.42 22.95 22.93 24.44 24.48 CI-13 TO DI-16 29 28 111 0.70 0.70 0.52 5 5.0 8.1 2.97 7.46 1.68 18 0.50 19.28 18.72 23.06 22.97 25.00 24.44 CI-14 TO CI-13 30 24 52 0.14 1.64 0.81 5 7.1 7.7 8.30 15.99 2.64 24 0.50 17.55 17.29 22.28 22.21 27.21 24.98 CH TO CI-11 31 30 48 0.29 0.29 0.72 5 5.0 8.1 1.70 4.57 1.39 15 0.50 17.79 17.55 22.53 22.50 26.92 27.21 DI-17 TO CI-15 32 30 79 0.12 1.21 0.84 5 6.7 7.8 5.87 7.47 3.32 18 0.51 17.95 17.55 22.66 22.42 27.65 27.21 CI-16 TO CI-15 33 32 75 0.48 1.09 0.38 5 6.3 7.9 5.14 7.47 2.91 18 0.51 18.33 17.95 22.97 22.79 28.16 27.65 CI-17 TO CI-16 34 33 78 0.23 0.23 0.65 5 5.0 8.1 1.22 4.57 15 0.50 18.72 18.33 23.31 23.28 28.60 28.16 CI-18 TO CI-17 35 23 96 0.00 0.00 0.00 5 5.0 0.0 3.82 4.57 `r0.99 15 0.50 17.40 16.92 22.32 21.99 26.00 24.72 DI-18 TO DI-10 36 21 24 0.20 0.20 0.87 5 5.0 8.1 1.42 4.57 ��3.11 1.16 15 0.50 16.92 16.80 21.44 21.43 24.00 24.00 C1-9 TO CI-8 37 33 8 0.14 0.38 0.82 5 5.8 8.0 2.56 4.57 2.09 15 1 0.50 18.37 18.33 23.24 23.23 26.90 28,16 CI-19 TO CI-17 38 37 68 M `0.24 0.24 0.86 5 5.0 T 8.1 1.68 4.57 1 37 15 0.50 18.71 18.37 23.43 1 23.38 26.59 26.90 CI-20 TO CI-19 STORM DRAIN SCHEDULE NORTH UNES Line ToLine LineLength Incr.Area TotalArea RunoffCoeff. InletTime TimeConc Rnfallnt TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn Line ID (ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 1 Outfall 47 0.84 8.30 0.95 5 11.8 5.2 36.17 47.66 5.12 36 0.51 12.24 12.00 17.91 17.77 24.62 22.00 I-21 TO OUTFALL 2 1 71 0.09 0.73 0.95 5 6.0 6.3 4.25 7.48 2.40 18 0.51 12.60 12.24 19.26 19.14 25.00 24.62 CI-22 TO CI-21 3 2 56 0.19 0.64 0.95 5 5.7 6.4 3.75 4.57 3.06 15 0.50 12.88 12.60 19.49 19.30 25.29 25.00 CI-23 TO CI-22 4 3 93 0.45 0.45 0.90 5 5.0 6.6 2.67 4.59 2.18 15 0.51 13.35 12.88 19.94 19.78 26.58 25.29 DI-18 TO CI-23 5 1 97 0.11 6,73 0.92 5 11.4 5.3 28.87 94.32 4.08 36 2.00 14.18 12,24 19.15 18.97 24.88 24.62 CI-24 TO CI-21 6 5 72 0.11 662 0.95 5 11.1 5.3 28.59 47.16 4.05 36 0.50 14.54 14.18 19.42 19.29 25.06 24.88 CI-25 TO CI-24 7 6 93 0.24 0.24 0.92 5 5.0 6.6 1.46 4.59 1.19 15 0.51 15.01 14,54 20.12 20.08 26.43 25.06 DI-19 TO CI-25 8 6 75 0.35 6.27 0.74 5 10.9 5.3 27.05 29.19 5.51 30 0.51 14.92 14.54 20.17 19.84 25.46 25,06 CI-26 TO CI-25 9 8 187 0.23 5,92 0.58 5 10.3 5.4 26.12 29.08 5.32 30 0.50 15.86 14.92 21.66 20.90 27.15 25.46 CI-27 TO CI-26 10 9 155 0.26 5.69 0.65 5 9.9 5.5 25.78 29.09 5.25 30 0.50 16.64 15.86 22.50 21.89 27.27 27.15 CI-28 TO CI-27 11 10 118 0.30 2.37 0.73 5 9.3 5.6 10.23 15.99 3.26 24 0.50 17.23 16.64 23.65 23,41 28.16 27.27 CI-29 TO CI-28 12 11 66 0 15 2.07 0.76 5 8.9 5.7 9.11 15.99 2.90 24 0.50 17.56 17.23 23.88 23.77 28.23 28.16 CI-30 TO CI-29 13 12 41 039 1.92 0.70 5 8.7 5.7 8.53 16.19 2.71 24 0.51 17.77 17.56 24.02 23.96 27.91 28.23 CI-31 TO CI-30 14 10 34 0 ?4 3.06 0.80 5 8.9 5.7 15.27 22,62 4.86 24 1.00 16.98 16.64 23.36 23.21 27.28 27.27 CI-33 TO CI-28 15 13 106 0.'3 1.27 0.52 5 8.1 5.9 5.64 7.43 3.19 18 0.50 18.30 17.77 24.49 24.18 28.45 27.91 CI-34 TO CI-31 16 14 116 0 51 2.72 0.89 5 8.5 5.8 13.92 22.62 4.43 24 1.00 18.14 16.98 24.05 23,61 26.98 27,28 DI-20 TO CI-33 17 15 70 C 37 1.14 0.83 5 7.8 5.9 5.31 7.43 3.01 18 0.50 18.65 18.30 24.89 24.71 28.09 28.45 DI-21 TO CI-34 18 16 100 0 '3 0.36 0.86 5 7.1 6.1 1.92 16.60 1.08 18 2.50 20.64 18.14 24.83 24.79 27.76 26.98 CI-35 TO DI-20 19 17 118 0 40 0.77 0.82 5 7.1 6.1 3.57 4.57 2.91 15 0.50 19.24 18.65 25.39 25.03 28.29 28.09 DI-22 TO DI-21 20 18 10 0.00 0.23 0.00 0 6.9 6.1 1.24 9.13 W 1.01 15 2.00 20.84 20.64 24.86 24.86 28.05 27.76 MH-5 TO CI-35 21 19 76 C :.4 0,37 0.80 5 6.2 6.3 1.64 4.57 1.34 15 0.50 19.62 19.24 25.61 25.56 27.80 28.29 CI-36 TO DI-22 22 20 28 C 1 1 0.11 0.81 5 5.0 6.6 0.59 9.13 0.48 15 2.00 21.40 20.84 24.89 24.89 27.20 28.05 CI-37 TO MH-5 23 21 27 0 10 0.33 0.75 5 5.8 6.4 1.46 4.65 1.19 15 0.52 19.76 19.62 25.64 25.63 27.80 27.80 CI-38 TO CI-36 24 23 42 3.23 0.23 0.67 5 5.0 6.6 1.02 4.57 0.83 15 0.50 19.97 19.76 25.69 25.68 28.29 27.80 DI-23 TO CI-38 25 16 86 0.37 1,85 0.93 5 6.9 6.1 10.05 15.99 3.20 24 0.50 18.57 18.14 24.82 24.65 25.77 26.98 DI-24 TO DI-20 26 25 87 0.42 1.48 0.87 5 6.3 6.3 8.12 16,08 2.58 24 0.51 19.01 18.57 25.07 24.96 25.59 25.77 DI-25 TO DI-24 27 26 87 0.43 1.06 0.89 5 5.9 6.4 5.93 7.47 3.35 18 0.51 19.45 19.01 25.50 25.23 26.36 25.59 DI-26 TO DI-25 28 27 154 3.63 0.63 0.87 5 5.0 6.6 3.62 4.57 2.95 15 0.50 20.22 19.45 26.11 25.63 27.37 26.36 DI-27 TO DI-26 29 13 93 0.26 0.26 0,95 5 5.0 6.6 1.63 4.57 1.33 15 0.50 18.31 17.84 24.33 24.27 27.37 27.91 BP TO CI-31 70 0 12 0.12 0.95 1 5 5.0 6.6 0.75 4.57 0.61 15 0.50 21.65 21.30 A 24.90 24.89 0.00 28.05 BP TO N P H-5 30 20 STORM DRAIN SCHEDULE SOUTH LINES AUG f � l! co 0 ©z 0o O tom- zg w w� �o �V oor 3w OU U z ww ad z N UJ o S1-1 wIx� Ld Q m O z 0 ►_ Q O z z W J C� M u r., O d z N CIO C/) z N t� Q z W W � O Q P4C �-, z vn O W V J F-1 L.J U � O O � O w 0� W � � U W WU z z �<cacom z �iMcrw Fo V) G FQ- Of lam. 5�.. 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