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Home My WebLink About20110300 Ver 1_Site Plan_20110331 MAR 2011 DENR INATER QUALlyy AIDS AN STORMWATER BRAWv, e , s PERMANENT IMPACT TRIBUTARY AREA 11 263 q. ft. PERMANENT IMPACT TRIBUTARY AREA lev: 39.65 0.26 acres 3 0:1 6sq. ft. .07 acres. -istina Culvert Ex ):��i LOU 37-83 (To,R�,mairi)\ LOU 4' 1-65- 23 166, 167 L68 L 6 L2 . . . .......L5 L42 Ll L71 40 L 0�: L35 3 L36 7 d UT� Outlet Pr ection U217 --L1 9 Elev: �25 @ Existing'001 9 5'�,RCP ,i,,(Tq Be Re m- L ... ..... �0.17%" ax) s� p e 93LF 2411 RC, P 0 17% < 2PLF 36'!,RC p Existing I rt- 46 0.17% (To Be Removed) tio B nc n ox 44.:00, Ri'r'n nv! 7. 30 ETLAND& AREA L q. ft:. s �00 015 acres 0 --V� PERMANENT IMPACT TRIBUTARY ARF=A5 1 751 sq. ft. E 0.04 acres W 4 RAR PA U I E�TLANDS AREA 25LF 24" RCP: @;0.1 71X unct 1 ,502 so ft CAi� J ion Box Rim: 44.00 0.03 acres,,� Flo "Inv: 38�' F SEA Junction Box .5bUn1 Rim: 44.00 I nv: 38.74 -2, RCP Junction Box 0.21% LEGEND Rim: 43.00 Creat , Js2 Inv: 37.75 UIT"' , UNNAMED TR'I'BUTARY - RCP 1 51-F-3-6" > (aD 0.00% ., CONTOURS EX,I,STING ........... JURISDICTIONAL TRIBUTARY JURISDICTIONAI-713IBUTARY JURISDICTIONAL TRIBUTARY JURISDICTIONAL TRIBUTARY .............- P S BEARING LINE LINE BEARING D18TANCE LINE BEARING DISTANCE LINE BEARING DISTANCE i:�DISTANCE EXISTING STORMORAIN N L78 N04olO'39"E 14 L64 263LF 36111 RCP L5 N23oOO'36"W 4o.,,16 L24 54.34 L N48o56'43"E 56.63 N01 o42'45"E 58.91 62.37 56 N010 PROPOSED STORMDRAIN N22o48'35"E L6 36.97 L25 N05o4O'26"E L45 N46o49'23"E .42 L65 171 9"E @ 0.1, 7% L7 N13o24'25"E 60, 35.90t L26 NO 1 o25'1 6"E 43.70 L46 S44o42'0 7.10 NOOol4'09"W 42 ...... 2"E L66 L8 S88o33'45"E 21.75 L27 NW17'2311E �, :'20.18 L47 S450-17'02"W 43.83 L67 NO2o55'26"E 58 PER ANENT IMP, .24 M L9 S80o24'1 8"E 28.43:: L28 NW21'21"W�_ 8.21 L48 S49oO3'55"W 54.01 L68 N01 o36'55"E 59163 N3637'30"W 46.09 L69 L10 N68olO'30",E 35. 0: L29 59.77 2 .51 L49 SW13'02"W NOOo37'56"E Existing Culvert L11 S07o2846"E 28.32 L30 N3704223"W %30.19 �50 S57o59'33"W 43,57 1-70� N01'58'52"E 58,29 TE M P 0 R AR.Y IMPACT (To Remain) J,unction Box L71 55.29 L12 S40o13'51"E L31 NIP T '33"E 15.38 L51 S 1 Oo54'47"W 33.59, NOOo3l'51"E Rim: 43.00 L13 S49o46'09"W 9.09 L32 N4q-46 b9"E 11.22 L52 SOV45'30V 55.63 L72 N89,029'43"E �12 52 .66 -0'04"E 35.56 L73 N45131'49"E 53.95 Inv: 38.21 158LF 36" RCP L14 S 1 7o 1 0'33"W 9 L33 S02oo L53 SOOo22'1 3"W 53.88 @ 0.15% L15 S43"14'07"E 34.37 L34 S0501011111 50.26 L54 SOV38'26"W 53.98 L74 5820 L35 N42o3O'41E 60.84 L16 S47o48'08"E 17.75 so 1 o 1 1,46�1 64.10 L55 S03o57'12"W 37.92,1� L75 N39P39'33E 59,18 L17 S25o59'58"E 20.17 L36 SOV26'34"W 81.87 L56 N72o59'36"W 13.86 L76 L57 L77 NW27`22"E L18 S0739'04"E 29.30 L37 SOW28'36"W 54.14 NW12'45"E 69.72 L19 SOOo3O'O3"W 33.38 D8 SOV46'34"Wl 78.35 L58 NO2o45'5O"E 54,43 78 S49033'31"E 7.26 R EV 1 NS W�- 65.38 23.33-�: L79 S4 68.34 50' 100' 50' 0 L20 SWOT36"W 38.47 L39 SO 1 o25'1 3" L59 N06o-13'36"E W19'30V �R USACE'REVIEW 03/21/2011 34.50��' 63.69 L60 N05oO6'40"E L80 S42oO9'49"W L21 S04044'46"W 43.52 L40 S01 o2l'02"W �E S43o1O'O SCALE: I"=50' (Horiz.) L22 S07o3557w 42.16 L4 1, S03o42'031 49.82 L61 NO3o38'113,! 62.59 L81 8V L62 L82 -W 9.56 S46056'37"W L23 S88o 19'34' S02004'03',W 48.00 NOV12'54' 57.05 60.04 5842 NW03'08"E-� 69.65 'L 3 NOO'59'09"E N46'59'09"W 6,8C (oM&C FILE NUMBER DATE: JAN 2011 AL PCN Exh1*11D] t MCE PROJ. 5972-0001 # & HORI-ZONTAL STEVENSON, TOYOTA D E ALER SHI-P DRAWN R \C DRAWING NUMBER i 100, evel"IsO.In DESIGNED RAM 0 ou n t N C On sl w C y) VERTICAL. �El243., N�ortb Front Street RAM9 in ton, North Corolina 28401 PROJ. IVIGR. RAM A 9 Temporary Wetland (D:,n:,,d 1 0yo CX L./ qZial,ership (910)343-1,048 Fax: 1 -8282 Ph 6n e: '910)25 D. 1C Aor' Permanent Tributar Impact: D e t.:ol I '02667 EB0006691 'A 0 Onslow County, 1\4 y STATUS: :REVISION FINAL 'DESIGN www.mckim creed,com 0 n � s . . r r r 0 :,3t' .wx:.�-.. ,.U r s. r K . k k: .S� F ,.�. rw.•.•�. ,fie+ . Q r k r � � R 1 iH , t Y a I x 5r ppyy� - ,k 6 p� ra. 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INV, FL, 40,8jS INV� EL, 46,133 0'ICKET FENCE C�P L (a"��"L�, - -- — --OH HIGH A,006 Ipp LPP OHE -tiv IT 2 #,JHK94 it 18" R'A, CHE OH], P, LPP OHE OHE p #j #jHK95 PICKET r- —A_XL E nn�Unt: 0 E HE' E 01- E 1.1 L _#J8V49 2!iE I I- 6H L ()H t'e L "-A V 4 4 -44, IN V,:EU I V;7�1, 45 ------? ?4 ELL e _- ----------L----------------- 4 -45 R If BC A A INV, EL. 40.52 INW EL 1�0,47:7 RCP Is- RCP- r j7,7 W 4 RCP 4 �f C RCP V_a4 AO�34- EL. 41L.2L7 82___�: IN V� EL. 41.15 41.40 415 NV INV. EL� 41,21 INV. EL. 40.54 F INV, EL _�T T7 — — —I�,-——-—- 7' S P H EL, L4),� A'V m INV, T 7 _n�c, 'n��—-I——---4&��,�.L ____ S1 TE T —45 4-5 4 4 45 17� L 11 4 4 4 4 A 44- -45 11b 0 4� 14� —44 ---------- 86 A S P HL A L T P U TO C A L E 2'F!U A IC 13161--fl'Of,WA)" P A�V E N T INV� EL. 41. A T t y M A R NOT '33"E 847,94' 62.06' 4 N P K F W 48"04'27,,IE RCP, �2 =--n-t__._TV7 -A 3 4_ 4 3 7 2 4��A ----------- 4 4 4 24" RCP r HIGH" INV, EL� 41.9 7K_ CONCRETE SIDEWALK W d I W5 OW L r LPP 6 H I GW IG LE N EL 42.42 243' 851 L ___11,. - - -1�'-""'_��- I r L L L I V�'FL 40.21 4.5 H #82931 eILLBOARD 4 VALVE� CONCRETE'S'iDF-WALKL WATER�VALVE 0 RCP 2 NUT EL�r 41.49 20 :HIGH POSTSL RCP J50 tNV, EL x_ ELECTRIC E30X' \...3 HIGH L, 3 T ESS POS7SL A P T 4.,155 S411 P5633"E FOUND N.C.G.S.L MONUMENT:L r.FS_f x TL�E'L.L, 54 ,4, uh* �:,GRAVEL:4Rf- 117.'00' TAr T�' A: DA, "CARTER" EL j,� j I'jo,r N 3,82487.65 Dr TEr USr (PUBLISHE jr EXISTING LAND E 0 E 2488381.90 (PrUBLISH �SJTS PRr 'PED,TRAC A S P H A L T , r 11! r I - L I L8Y 04801 )I/ - L"�LV I T THAT N OW V E M 'f: t4 U P A p NT. -HWY 17 ON,ONE BOUNDARY AND LEVATION�'46.55 #8 VACANT LAND ON SIDES,"WAREHUSEr ON TH D I R SIDE. L OL 0 S E G R 2. ZONING INFORMATION' SIDE A LK A V E L INC. RAYMONDL JURISDICTION: CITY OF,JACKSONVILLE P 38 NG-DISTRICT: B-1 x D.B.234 r E I TIN.G:ZONl TRACT 2 M.B-46, PG.239 WF �tr 2)7 PVC RE JL HUMPH N NC P IN :43880492 947 I V, FL. 41-5-3 y 350-111 M LE F. HUMPHR ELECTRICx 15' ARC,EL, 2 TAX 0 :ID E INV. EL. 2Z3 r ZONE :-INDUSTRIAL PVC �\,C STUBOUT 27" PVC r D. A 7 �2.350, PG L 0 0 5 E L 4 69 x G R A� L TRACT 7: NC pr 8 IN x 4-3882071992 �*:PA SURV . L LEGEND bUSTRIAL ZONE �-_2"4" HDP Y E D A,U G JUS 0 1 0 HIC IN V. EL D 8, 40 k4 C K I M A N D C R SURE R k F b ME D PDP 24" PDP PG1 E PAC INV. EL. 0.47 HORI ZON TAL, ROUND IN U.S., SURVEY AL.- DISTANC 7 VC IVI B A P E EL FEET LIN L SS OTHERWI SE S H ON JV i C'TILE IRON PIPE DIP DU' E,,ARNGS, BOUNDARY AND. EASEMENTS BASED ON AN A! TA/ACSN11 AND SURVEY PREFOf3IMED BY LANIER �SURVEYINGJ R C�P REINFORCED CONCRETE PIPE 1 TLE D— 0 P A N OF RAILROI SPIKE -E STREET, JACK VII L E NC, 28540, 9 1 4 5 --889 ;ENCHMARK PVC' 'HLORIDE� PIPE L POLYVINYL C NEW BRID I E�LEVATION 44,67 DATED SIEP EMBE' 200 NOT ALL B 0 U N 0 A R C 0 N R�S HDP R HIGH DENSITY PLASTIC PIPE 'IFIED. VEF FES FLARED END SECTION D 'p HEREON ARE BASED ON /LPP 4. ELIE'VATI ONS AN 0 N TOU S SH OWN r #81'V%15 INV, INVERT NC�RTH ME-RiCAN UM OF 1988, /E D T' EL, ELEVATION S 5L RE:-�'EENCE AS SHOWN N A P. OHE OHE QHE_ PP POWER POLE 0,H OHE -PEN N�VESTIGATION OR INDE , DENT LPP' SUVEYOR HAS NlADE'0 1 /t LIGHT POWER POLE S,L,OF RECORD' CU M SEARCH FOREASEMENT B R A,N C E S PKF : WIRE PK NAIL FOUND TRIC IVE COV NANTS,� 'OWNERSHIP, TITLE.EVIDENCE, OR 0 OHE kip T E A AGCURAI ED POINT� ANY OTHER FACTS, TH T AN AN CURRE E ��T TlT� E, A CH mAy.btsCL IRF IRON ROD FOUND -ti QM& MAILBOX U T1 LI -E ABOVECROUND ��SHOWN ONLYNIHER SERVICES WERE VISIBLE� 'SON RCP JOHN 0.STEVEN" 'RIP RAP y I NV� EL 41,53 NOW OR FORMERL 0''D 00�, D ENVIRONfI, ,'DITIONS 'WERE NOT 47' FIRE HYDRANT 16.72�C ESL GRAVEL�R P,�GE 8 MAP B v Y. NO EXAMINED OR CONSIDERED AS A PART OF THIS $URM11 DEED BOOK 3150vRAG, WATER METER HE EXISTENCE OF ST TEMENT IS MADE CONCERNING T UNDERGROUND OR OVERHEA CONTAINERS OR FACI I LI-IES cy) PIP.RAP W THAT M c\j AY AFF�.Cln IInIE, USE OR DEVELOPMENT OF' THIS TRACT, POWER POLE IDS ON IIENCE OF WETLA GROU 41.45 ND SPOT ELEVARON,� INV. EL.L x SLBJEC RO P P ERTY HAS NOT BEEN DETERMINED BY THIS' SUR TELEPHONE PEDESTAL,, GN I 0_ SUBJECT TO ALL RIGHT OF WAYS, AND ()R T T�flS PROPERTY, OF 30 11 EA EMENT S1 �MAY A ACROSS�,TRACT 6 SEE Tp ND RE -ORDE PR P ��"kEEM HE i'8 /* EN, 6 'SE )JR, 47 ASPHALT I ' NO SEWER OBSERVED ON OR A TY A DJACENT :TO SUjErT o �L A tj Or LLER. A A R E A ,�p CONCRETE OVERHEAD UTILITY WIRE FLAGPOLE 2 4 RCP IFINV, EL.' '3746 24" RCP INV. EL�l 4" PVC LINE TABLE 8,44 INV. EU 3&95 =M IN V. EL, uw� 13EARING 4 S83�38!17"W 21.65` L2 D N86048'46"W 18. 0 S$2'20'1 5"IN 42,89' L4 Y -01 y S730,34'49'W 24,57' , '�IRIP RAP CURVE TABLE A R E A w JOS CURVE,,. RAD LENGTH I-TAN < GENT BEARING CHORD DELTA cl 3100 a705 160,09'43, U-) 2 LO c 0�01 87�15 16,09,43 24F, HDP INV., EL 37.25 4 2" DIP INV EL 38.90 0 D -24" PVC N/ INV, EL," '24�..�_)'F; 6 380 SF WETLANDS EL�COLLIN,�,,ANb%OTHERS oa7 0Q4127RW` 685-39' IS48 D,B PGA451 \", , � I I I I-- M B PGL,f$ C�P 24' HD 7 INV,go N/F N L' PIN 438820, AX RWK INVESTMENT P RCE 50-56 24" P VC S,LLC. T "A IN V. EL., 38.46 D.B.1716, PG - .135 ZO E -12 0' TRACT 5: 6 OF N/F M.B.46L PG.230� WILLIAM TROY'HUMPHREY P .539 PORTION OF TRACT2, _Ar PIKER MANUFACTURING D.B PG 1,65 C A LEI',,, 1 &0' H o r 11 z. M.B.41, PG,62, D.B.1,463,"PG.223, M.B.3, PGA57 0.02 ACRES NC P IN :438820911475 NCPIN :4388049370731, ai PARCEL ID :35&- TAX ,: I I TAX PARCEL ID�*:350-103 ZONE : RM-5, ZONE IRM�-5 0- E EAL DATE:SL Q7 'JAN 1 SICA T AL MCE PROJ, # c x 101 A 5 g,7 i Z 0 N T AL:H U JVjCjQM&CREED :31:24 NEW BERN HIGHWAYL DRAWN RAC OLIt 2,0 =�o Ebst Morehe Q DESIGNEDL RAC, C ' VILLE N-,'C JA K 1610 Charlotte NOL 18207 VER T1 QAL: H ECK 243,; ;North Front Street, 0 ED 02,5503 W p Q4;365.311 60 f 70*�365i 1 1 il f-n gLt RAMz N/A s w6ti6n. ww.omkingeon t com, e 02/0/n I I R BID A tU D ITI S 048 Fa x: 9 10)2-51—8 82(910)343 2 olinc 28401 on, North C r A TRC CO EXISTING CON P,ALA60 T C D W 5 T fL U C T 1 0 ft ;kEV.NO;' DA 7 _x 60 _x L\ -S, m e Co rn SION �w, ckimcre d VII, FOR B'I D ---------- ....................... .............. ............... �7 77 A NEAR SIDE *DENING. NEAR SIDE WIDENING� FT FULL STOR G 266 FT FULL:STORAGE &'200 It E,,&.:'260,FT DECELERATION TAPER LENG I H, DECELERATION 'TAPEW:LCNGTH NtVV btmN AY CE (1 6Z,PUBLIC R IGHT OF WAY) 77 ........... �PKF 7777777" PROPOSED:SIGN- V ASPHALT GREENWAY PATH 8 0 �V,ACCESSIBILITY STREET 8004'27" 7� ROUTE 4� K 849-87' E:SJDE-WAL P RAMP.WITH--�- D SLE WAR (TYP4) 0 GREENWAY EASEMENT 24 BAR (TYP) S41055133"E TOP GREENWAY/B STOP SI I GN STOP SIGN STOP SIGW'' FOUND N.C.G.S.,MONUMENT MINIK M�BUILDING LINE -YP) ry,, :DRIVEWAY CRO.S C14 STRAIGHT ARROW (T �(56' OFFSET):e "CARTER" N 382487 65 (PUBLISHED) +4-H W RATE NAN R 1w - CONTRACT ANbi CONTRACT ORAWINGS E 2488381 90 (PUBLISHED) 01'5 LF V CONCRETt��MtDIAN---_ R 0:�UNOER -SEPE 2 CUXtS A 4" CUMS A 6* STAND UP GLITTERS (jyp) 0)26,0 cu a I F, z VINIMUM C OFFSET) TOP' SIGN :SITEDATA, BUILDING,LINE 26 0' (6 �N/F w 1, EXISTING LAND USE�, 81PARK NG 3 2 6,0' 1 1 Njw� RAYMOND DOWNEY INC PREVIOULS* DEVELOPED,TRACT I HAT Nb .S1TS AUTOMBILE SALES LOT I SPACE PER 600 SF N/F b DE PIED BY US HVVY17 N 26.0' bN DNt:POU ARY , D, REQUIRED PARKINQ�;�142 SPACES W.TROY HUMPHREY&WIFE RA PC W VACANT LAND��ON 2 SIDES,:WAREHOUSE,ONjHIRD,SIDE. MYRTLE�F �HumPHREY COMPACT SPACES;ALLOWED: 32 SPACES CONCRETE APRON NG PIN, 4,-$�,80492194 AROUND:, -OMPACT SPACE8�PROVIDED:4 SPACES D.B'2350:,PG.17 BUILDING TO BE 6.Q!, FLUSH,INITH ASP TAX PARCiEL ID . 2, PRO POSED�LAND USE TOTAL CUSTOMERA SALES PARKING: 138 TRACT 7 M.B.4-7, PG.85 ZONE�:IINDUSTRIAL STREET CURRENT LAND USE: .'43, 882071 4 AUTOMOBILE SALES LOT TOTAL PROVIDED,1,P I ARKING (INCLUDING NC PIN 9928 A EXISTING SF =0 -56. WAREHOUSE INVENTORY): 556:SPACES TAX PARCELID .350 3 78,085 SF SALES CENTER' 6 994..SF�.DETAILCEN ER'' DUSTRIAL ZONE : z__ TOTAL PROPOSED SQUAREFOOTAG8 =-85,0'9�SF` VEHICULAR ACCOMODATION AREA: CURRENT LAND USE: 11rp 8.5, x 18, H 'Z --! PROPOSED 5' TOTAL IMPERVIOUS AREA-BUILDING AREA VAA 8' X 18' W/ 5' WALK NOTES AUTOMOTIVE uj 3. ZONING INFORMATI,ON: 431,400:SF-60,09&.SF� 3711310SF DEALERSHIP ETE SIDEWALK JURISDICTION:,CIT.Y;OFJAQKS 8' X 18' W1 8' WALK ONVILLE OVERFLOW PARKING --42 �;1,�'� � 1) ar kFt 6.0, z Zb.0 EXISTING ZONING"DISTRICT,�,B' 10AMPFRVIOUS.SURFACE AREA: 2 6-.01=!-- AS,NOTED FOR TRAILS AND GREENWAYS AIND/OR REQUIR D'SIDEWALKS SHALL BE UNOBSTRUCTED FROM.6 INCHES t 431,400 SF SINGLE STORY W/ MEZZANINE BELOW.GR�ADE TO 10 FEET A VE GRADE.(OVERHEAD CLEARANCE). 4. PARCEL DATA {30 -T- AUTOMOTIVE. SALES AND TELEPHONE PEDESTALS ELECTRIC7 �INLETS EXISTING EASEMENT/ TOTAL SITE 16,72ACRES -0 z z CISTERN .260,- KING STALL-1-052-0 5'X55') PROPOSED RIGHT�OFLWAY F' OTHE.R OBS R CTIONS SHALL BE REMOVED AND/OR rfp PAR ES OR ANY ROUTE CITY OF JACKSONVILLE TOTAL OPEN SPA' 46 ACRES, t IMPERVIOU,'S'SURFACE RATIO: TRUCK-,-_ SERVICE CENTER CE: 6. 66% ERVASE-1100- (78,085 SF) RELOCATED IN ORDER 'REATEAND MAINTAIN:THIS CLEARANCE DISTURBANC .72ACRES_ TO C FFE: 45.10 AREA OF E: 1,6 7, AND:SHALL,BE FREE OF CRACKS AND DAM 317' 26' FIRE ACCESS AGE PRIOR TO THE QKS PROPOSED'E�YDEVEL BUILDING �8ETBA OPER 11; LANDSC APING AREA EXTERIOR mAT'L: STUCCO ISSUANCE OF A FINAL CERTIFIC RIGHT OF WAY-_L50` ATE OF OCCUPANCY,. --MINIMUM BUILD LINE REQUIRED: 44,557 SF 7 CORNER,-SIDESETBACK. 35' (36' OFFSET): �PROVIDED: 65i2lZ SF ,-FIRE 2. EACH;LARGE TREE AT THE,TIME,OF PLAN 'ING SHALL BE A REAR COLLECTCIR�STREETSETRC,K 35:�: T HYDRANT MIN MU 6, INUtltf6JN�CALIBERIAND EIGHT,(8) FEET IN ro K ASSEMBLY 427 PAGE FIRE , 1 REES t_,_ TORE LARGE'DECbUOU8 HALL BE AT 2 T HYDRANT MAP Bb HEIGH TREES z ASSEMBLY DEED BOOK 3150 PAGE,423 STOP 810 WHEN.,MA 67 N 1111h, REQUIRED AST FORTY,,](40)FEE 0 =T1 HIGH AN b VE A MINIMUM'CROWN WIDTH r Z>IUN, I PROVIDED: 67 STV ORTHTY'(30)FEET. THE DF-VE 'OPER MAY.SUBSTITUTE ILLE (FUTUR �5. WATE R PROVIDED By- .'�,CITY bNV. LANDSCAPING'SPECI E&AS'LONG�A8 THE CITY LANDSCAPING jjj 11 '14��:SHR BS (LAR 6� GE &,SMALL), JOHN O..STEVENSON ORDINANCES ARE',MET. SUBSTITUTION&SHOULD'BE CONFIRMED �CITTYOF JACKSON 1 F U 6 QED BY� ED'.,�%134�(SMALL) 200(LARGE) IR 1672 ACRES 43.d' WITH THE PLANNIN DIVISION PRQVIDEQ'�2W�SMALL) 200,(LARGE) MAP BOOK 47, PAGE 85 '00N TR :NjE, .01 L 7, STORMWATER TREATMENT_QN��ITTE% 1 DEED BOOK 3150, PAGE 423 TLAN 2 3. EXTERIOR' GHTING SHALL NO 26w 26.0' T ADVERSELY AFFECT ANY ASPHALT:SURFACES TO BE ASPHALT UNLESS, CURRENT LAND USE: 8' STREET TR AFFIC OR ADJACENT PROPERTIES, Z9 4 0.FHERWISE SPECIFIED AUTOMOTIVE Ll z �SITE SUBJECT OJACKSONVIL ' T LE COMPREH ENSiVE,BICYCLE MF �LqrE I I :ANDPEDEST141AN PLAW �7 OVERFLOW PARKING (7) DEALERSHIP im (Ej, -7777777777, w uj Lu REAKDO, N u N 77) 1 �W INVENTORY'�:: ALL.$IDEWALKS.:FRONTING THIS PROPERTY SHALL BE -KS,.BREAKS OR OTHER DEFECTS 'OR - 1 CES,Y JT,51PA lNsTALLED:ANQ FREE F�CR 0 ,AC PRIOR TO ::,C1U,STO,MER,(SAILES,-SERVICE, PARTS 1*07 SPACES REOEJVING�A CERTIFICATE:OF OCCUPANCY. I y PROPOSED 5' 'THIS APPLIES -TRUCK ROUTE & TO BOTH H CONCRETE SIDEWALK MPLOYEE& 3,1S,PACES AND THE PROPOSED ROAD TO THE FIRE ACCESS [CONCRETE S 8 NORTHEAST OF'THIS PROPERTY. I IENP 6 6. SITE LIGHTINGSHOWN FOR ILLUSTRATIVE PURPOSES. LIGHTING ESIGN BY.OTHERS. X-X 1IN Ew I,I 4Tn Lly............ I EWA ROUTE PSTERS LK V C&G(TyP) 2 TR'SH 0134 0 5 S15T SIGN I'CARDBOARD RECYCLE BIN WILK E SURROUNDED NTH;130 MPH ACK RATED DUMPSTER SCREEN TRUCK Re, 'UT 4' BL INYL COATEID FIRE� ACIC.ESS L TRUQK:',ROQT- L4* ACCESSIBILITY CHAIN LINK:FENCE, FIRE--/ HYDRANT 'ESS Kuu 1L- FIRE ACC A TY 6' ACCESSiBILI ASSEMBLY RQU4,\ -LLLOROPOSED 5* CONCR SIDEWALK ETE Al 1[)ZL CON$Tk,UCTED3: 7 20.0' C4 WETLAND� 1 SINGLE STORY K RQV,�,-'s WETL NO 26.0 _C A 2 AUTOM(PROPOSM --8' ST 26�0' TAU CENTER REET K994 SO E)OSIING EASEMENT/� DE )TIVE CITY�OF JACKSONVILLE FFE4 45.00 -,DONE WAY-;- NOT ENTER Uj 23' EXTERIOR 23 0' MAT'L: STUCCO KELL*:LbbP:Rb 1321 /7 60"i X 6 0', X X_ 120' 4' BLACK VINYL COATED W 8 CHAIN UNK:FENCE SCALE,� Aj , 11 .1 : __ 1 01 ARLINE K. COLLIN&AND OTHERS MINIMUM BUILDING LINE-/ 6,380.SF:WETLANDS .(35' OFFSET) D.B. %,.S480 427Y 6.1211-:PG.445 0 _- -- - - -- -- - -Z M.13.23,� 0158 P PIN :438t20719890 NIF MENT/ EXISTING CASE TAX PARCEL ID 350-56, PROPOSED RIGHT--OF-WAY RWK INVESTMENT8.LLC. CITY OF JACKSONVILLE 13 ZONE M-5 D.B.1716 PG. 5 CURRENT LAND USE: N/F TRACT 5 S t T,E, VACANT M.B.46, P0.239 WILLIAM TROY HUMPHREY CURRENT LAND�USE- NG INC. D.B.539, PG.165 PORTION OF TRACT 2 VACANT;. :' D.B1 1463, PG. 22 M.B.3, PG M.BAI, PG.62 .1,57 223 NC P]N 4388049-37073 0.02ACRES NG P IN :4388200� 1,475 -106.11 T LAND,USE: TAX PARCEL ID :35Q-1,03 CURREN TAX PARCEL ID 350 VACANT ZONE : RM-5, E.: RM_' ZON 5 �M'AR ROT TO SPA CURRENT LAND USE:,VACANT eo 00 -SEA(:, F TE -VEN.SON TOYOTA.. iA ,bA SCA �, STE S 1:0 1 4MCE PRO . Kr,I 7"777-77777 3,124 " NEW BERN 1-11GHWAY ':RAC, uite, 200 MCBB4&CREED 1610 East Morehead S '60,' RAC , , ESI GN ED: 2 2071, 943 North Front Street ACKSONVILLE, NC Charlotte, NG 8, VFERTiCAL, 01 �CHECKED, 'i RAM, 2 5503� p 704.365.3160 704.36,5.311' �Wilrhington, North Carolina 2840`1 www.omkingconstructiomporrIj P �A PROG 048 Fax: (910)251-8282 4 0 :Phone: (910)343-1 :A RE AA0002667 E800066�1 A OVERALL SITE PLAN rSTA ESCRIP P' L! I ESCRIPTI C '0 C DATE S :RE\ O� w.ww.m ckim creed.com : t FOR 81 D C77 7 7 ............. ........... -------------------- ........ ...... ................. ......... ..........-- ---------- ------------- ------ ------------- j .......... 7.1 ..............-------- ........ NEAR SIDE WIDENING: 20 1 0 FT FU I LL S I TORAGE & 200 FT__\ NEAR SIDE WIDENING 200 FT FULL STORAGE & 200 FT E A &CEL R TIONI TAPER LENGT DECELERATION TAPER LENGTH ................ ------------ --------------- .............. ---------- ------ ..........-. IGHWAY Ica (1 62'PUBLIC R IGHT OF WAY) -------- 21,5 LF NCRETE:MEDIAIN---�� d]D)MH 7 ------------ ...... - ----- M_FTELD-ADIUSTED-- - ----------- .......... -- --------- ........ -:-N48?0Zr3" 847�94!_--- PKF IRF 7- ...... --------- PROPOSED SIGN 0 ----------- 10' ASPHA K -------------- 4- ACCESSIBILITY E' Y PATH EENWA 8' STREET ------ - 7� ROUTE PROP _N_ 4�7 LT S50o5j'28"W --------- 08ED 5' �CONCRETE SIDEWALK J 849.87' Ir �8-22 1. AREAS NOTED FOR TRAILS�Mb�,QR ENWAYS AND/OR DETECTABLE WARNING R11 '47' IM 43 53 FE INV 40.39 INV 39.75 S RUCTED FROM 6 INCHES INV REQUIRED SIDEWALKS'SHALL B&UNOB T, DEVICES (TYP N ES OT HANDICAP RAMP WITH R26' -16' GREENWAY 4,1-00�,J,, t S41, 3TE FOUND N.C.G.S. MONUMENT BE LOW:GRADE TO 10 FEET ABOVE GRAD 24" STOP BAR (TYP) STOP SIGN IN E�(OVERHEAD CLE RANCE), -117.00' TELEPHONE PEDESTALS, ELECTRIC IGHT ARROW RIM 4% "CARTER" .11 SET) TRANSFORMER& DROP INLETS, DRIVEWAY CROSSING (TYP,) INV 40,25 (_4 4 (TYP) INV 40.23 INV 39. 9 FENCES-OR ANY OTHER OBSTRUCTIONS.S A E REMOVED AND/OR M T 9_,.- A N) CB-2 STOP SIGN CB U BUILDING LINE GREENW Y/BIKEWAY Rft.�,�RA TOP,7Gt*Im 43.47 RIM 58 8 3 ,B N 382487i65 (PUBLISHED) H LL 7 P I ROPOSED ROAD UNDER SEPERATE IN THIS CLEARANCE RELOCATED IN ORDER TO CREATEANDI MAI:NTA CONTRACTAND CONTRACT,DRAWINGS E 2488381.90 (PUBLISHED) 6&5 LF 2'. CONCRETE MEDIA j, AND SHALL BE FREE OF CRACKSAND"DAMAGE PRIOR TO THE 4.- T ISSUANCE:OF A FINAL CERTIFicA 0, 3" STAND TF OR, 66PANCY. j D B C"' CUR AN F24 4�_ UP CURB GUTTERS (TYP �i26 G R (fY C� 0 6 1 , 2. EAC R LARGE c� MINIMUM BUILDIN&IINE TREE ATTHE TIME OF?LANTING SHALL BE A if STOP SIGN EIGHT(8) FEET IN IIPIT IVI,ji JL; f�DI�, RIM 4,3.25f N 0-\ (61-OFFSET) RIMCB�235 Li I i i ; MINIMUM OF TWO (2) INCHES:IN CALIBERANb B 6� C1.3 IM "i,00, HEIGHT. WHEN MATURE 2�78 B B RIM7 R A1ARGE,DFCIDUOUS TREE SHALL BE AT --,RIM -43.50 INV T AVEAMI'NIM 0'76 RIM 42.78 t�j INV 0.49 01�1 ---CI3-24 LEAST FQRTY,(40) FEETHIGH.ANID H i 26. I_'�2 1-3 INV 39.63 INV 4 11 UM CROWN WIDTH if 'RA�C_T 2 -3f, OFTHIRTY(30) FEET THE-DEVEL pi -1 , i I f RIM 43.50 1! OPER MAY SUBSTI CB-15- INV 39�211 -8. r"21 LANDSC AS THE CI LAN ,'26 APING SPECI ES 2. �*V_3 E F , ) ��RIM 42.25 v CONCR RON `FIRE TY DSCAPING r G T BE 01- ORDINANCES.ARE I ET,'SU,BSTITUTION&SHOULD�BE CONFIRMED �2 5(1, ft`C!,1`7 -6 0 F M 41 A NTH ASPHALT r HYDRANT CD ASSEMBLY CURRENTLAND,USE: 7 i� it v �7 WITH THE,PLANNING.DIZISION. z �8' STREET It 0 GB-2 WAREHOUSE 3. EXTERIOR LIGHTINOSHALL N DVERSELYAFFECT ANY "Al 1,3i"L:I D:' :��24 V!� liv" R 4COO 0 r RIM 42.15 IN 37.81 7, PROPERT[ES, DNTE- INV 3&23 ------ TRAFFIC OR ADJACENTi B 3 3 COMPACT CAR SPACES (4) i;.A CURRENT:LAl4D:0SE:, ........... 18' TYP 8.5' X f"', RIM SITE SUBJECT TO'JACKS ALLE.COMPREHENSIVE BICYCLE INV 3 PROPOSED 5' HANDICAP..SPACES_(6)_. - � , �. I I I , I i 4'. i E ONV AUTOMOTIV F. ---------- CONCRETE SIDEWALK J, TYP 8' X 18' Vil 5' WALK : DEALER§HIP' AN PEDESTRIAN PLAW B_ TYP X 18' W/ 8' WALK 6.0, V 4_3 I"N 2 M 43.2i5 0 ERFLOWPARKING RIM' 6.0' 1 V -Oq 26.0' ALL SIDEWALKS FRONTING'THIS PROPERTY SHALL BE 38-62 'V 38.40 -CRACKS, BREAKS OR OTHER DEFECTS SINGLE STORY W1 MEZZANINE INSTALLED AND FREE OF i : f AUTON/IOTIVE SALES AND 2 ING A CERTIFICATE OF OCCUPA �,,::,PRjbR TO RECEIV s EXISTING CISTE NCY. THIS APPLIES RN 32.0' PROPOSED RIGHT-OF-WAY TO BOTH HIGHWAY AND THE PROPOSED bAD TO THE TRUCK SERVICE CENTER (5'X55') '17 YP��PARKIN TYP�PARKIN 10'X20' ROuTE if TALL f!............... CITY OF JACKSONVILLE NORTHEAST OF THIS PROPERTY. B4 f 0- (78,085 SF) QTH WSENOTED i-RIM-43.26 f FIFE: 45.10 CB-3 26' INV 37,&17 FIRE ACCE�� 4419 EXTERIOR MAT'L: STUCCO INV 38.'53 T 6 SITELIGHTINGSHOWN,FOR ILL08 RAT E:PURPOSES. LIGHTING MINIMUM BUILDING LINE DESIGN BY OTHERS.. (35' OFFSET) q, FIRE HYDRANT ASSEMBLY -4 0 R 0 STOP SIG cz IM 1`5.: FIRE INVC'40. DO HYDRANT BLY ASSEM 0 /-1-2 RIM !!4 .2.70 if \�04 g INV 37.�2 SIvtr SIG 74.�4_ _j N _7 f 01 if 2, 4) vlHi 43.0' 2 .0' I B-40 I.C483-, WV 3&25 RIM-43.95', if 1-14" 46 INV 37.79:� ...... LJ__LL 83 ............. ------- b. D zE P A,2,3 2 2 0'---- -wft 2 .0 A� If 215.0 w INV 39121 8' STREET r4m 42.25 CU C, RRENT LAND USE: ------- -2D AUTOMOTIVE M 43.75 B-5 V 38.110 RIM 43-12 if f; DEALERSHIP Z 0' 1 1 ! � � vA 'j" I i " 3 INV-3b.94 -7-_71--.1 OVERFLOW PA z f, RKING .01 A Ir CB-17 f, �42�-643.30 �IRIM .30 53 43 RIM 42.95_jj�' I�V_36. R 8" THICK 4,000 PSI INV INV 38.7,4 -37:0 INV 38.2 :1 44.31 43.35 3&62 _M40 37�56` RIN If CONCRETEPAVEMENT IM 4,3.221 RIW4Z p ii PROPOSED 5' �AREA 123 451 SF + /-TRUCK ROUTE CONCRETE SIDEWALK F IRE ACCESS 1 f TE CONCRE ------ 71 CB 27 216' RIM 84 q INV 3 66 RN 4& NY 40, 00 W 37 CID - J SS 42.52 SS SS 0 _44 4',O�STE INV 37.18 7_- RIM 44*2 RM 4&9� V wy 37.7V� DMH-4 RIM 44.00 "KIM 42.52 1 UGK- 1 EWALK INV 38.44 . ......... 36.18 2' C&C (TYP) 2 TRASH DUVI STERS ROUT f I CARD J3 0 STOP SIGN BOARD RECYCLE SIN SURROUNDED WITH 130 MPH 2 FES 14A DUMPSTER SCREEN T 6.0 IM, 4' BLACK VINYL COATED7t��,� S.,38 3 FES IF 3 FES CHAIN I K FI BILI 0 .4 c 6' ACCESSIBILITY 'ASSEMBLY ROUTE RnI 11 f --------_-- PRODOSED 5' ------- "r:i E 0�0!BWG 0 )LIT 36.23 UUNCRETE SIDEWALK A 4�, RM 4152 N47'?9'f5'E G1 C2 0 48"OT3�"p-/ 'I_E .0, (FES --IN ()l 8 0 T E S TR` 48� SIN 77� GLE STORY WETLAND 2 !ay 1 20 .52 �215 0,` AUTOMOTIVE EXISTING E4SEM,ENT/ 7,, RISER-BARREL STREET S, PROPOSED, RIGHTL.�:OF-WAY 1 INV OUT 38.00 2 6.Of DETAIL CENTER Ill All' CITY, LLE 'T' (6,994 SF) E WAY- FFE: 45 00 w 23 0 ALTERNATE BID ITEM L)IJ NUI E T 'UTFALL 23' co EXTERIOR - OUT 37.25 Lo AT'L: STUCCO LO RIM 42.00 CB-4 -42.50 INV-35.35 INV 38.50 RIM 4-4'00 41 0, INV X62 U) KELIJUN4 1,,00P ROAD -!327f 4' BLACK VINYL COATED "A: HAIN LINK FENCE �Q 0 C -/DMH 0 '0 LL 1 N S A No -1 E R`,-3I INIMUM BUILDIN ARLiN `,K_:(`, iiLINE S IM -10 R 43.0 SOMH RIM 43.00 (35' OFFSET) INV 37.30 S48o0427W /68 INV 38.21 E`.12 P 0 ------- DMH-2 RIM 43.01[�XISTING E EASEM NT/ 6, NffotA-6�bSED RIGHT-OF-WAY D. -6: CITY OF JACKSONVILLE C01FIENT LAND�%OSF.. 4",": VACANT�,.' A T�A,-- CURRENT LAND USE: < `3 3 VACANT > �22' U '12 iN IIIJ c1j CURRENT LAND USE: i'j/\t"I T5 G 60 0 120' 04 Z__ VACANT F, CURRENT LAND USE: SCALE: I"=60' (Ho' riz.) ..VACANT (D 7 o) SEAL SEAL r 0`M&C FILE NUMBER DA TE: 07 JAN SCAL STEV h U'A -102 cs 5972-0001 HORIZONTAL -:3124 ,:�NEW.. BERN HIG .. DRAWING NUMBER _C E PROJ. # �AY �DIRAWN RAC MqKIM&CREED Suite 200 1610 East Morehead DESIGNED RAU ..JACKSON VILLE, 243 North Front Street Charlotte, NC 28207 VERfICAL: 02bbU:3 J'e f 704Z65,3101 ' Cl-ECKED RAM p 704.365.3160 4ij Wilmington, North Carolina 28401 PROJ. MGR. RAM N/A 02/22/2011 ww w.a m ki n g c on st ru cti o n c 0 M c PERMIT AND CLIENT�REVSIONS Phone: (910)343-1048 Fax: (9110)251-8282 o 8 ISSUED FOR bib' 02/09/2011 A I C:R VIEW COMMENTS 01/31/2011 COMPOSITE SITE AND STATUS: REVISION A King ,�L) P, C, 0 N? S- T R V C T 1 0 N IREVAO, DESCRIPTIONS RVASIONS www,mckimcreecl�com UTILITY PLAN ISSUED FOR BID 4G i8 4 rRI 2 IN N .......... ------------- A 4 ---------- ------------ ------------------- -- -------------------------- L ------------ ............ .......... ---------_ ............ .............. ------------ .......... ------ ----------------- ---------- _7 4444 4443 4445 4435 44-40-1 -MATCH 1 44.47 MATCH EX EDP- ....... EXI EOP 44�44 44.45+ 44.' 4' 44.2� 44.22 43-70 ------- Mft-/ 4510 -------------------- ............... SHL ------- ------I . ... --- ------------------- ------ R M A DJUSTED SHLUR I V,39,6 45,10--\ _'44,20._',' SHLDR-., ------------ ...... C ------------- DITCH -w- _TC a� 43,70 LID! 4t75- -bi' TC 1� DI TC-H ............. .........--------- INV DITCH j _: , -287 -12 4 DITCH (� _-- �_11 -1 - ," 1�11 1. 1 . 1. 1 1-11.1 45,40 SHLDR-.-..,.:.INV DITCH 22:, - ! T061 CB 33 LF, 58" , '" 70B 4 RIM 4 �53 RIM 43,47: 'DIA DITCH To RIM 42.�b 3 INV 4175 41.14 43.18 EP 44.0 �44.0 4362 EP 40.62 42.80 40.75 4089 41.32 15' TOB- 33 LF @ 0.5% TOB, INV�39.75 JOB INV 39.56 INV Tob 43.68 TC INV 40.40; .12 TC 43.40 42.80 44�.O ------ �44 -1 5"DI A' 44�P 44 48 1E --------- /43.58 3.75 /,43.61 42.87 43.3,0_1_ 3 i 4390 4436 44.0 __60 43.46 33 LF B- 3 44.20 /-43.94 .16 44 51 43.61 EP I B-2 R11 1 t3. 43.92 E C 31F 4 44.11 TC 15" 4 93fLF' 15"DIA 'DIA 43.30 RIM 44.23 E SEE SHEET CT-101 FOR ROADWAY AND DITCH GRADING +3.92 EP 44. /43.68 TC 0.57. RIM 42.70 3.14 IN W.25 -43. 24 OIX 5% 44.73 TIC INV 39.59 INV: V 0. IN 39,40 43.04 E ------- 0 017 4486 V3.86 /4 'B 3.18 EP 41 43.54 - . .1 L_11_1___1_1 r-l".1 L, � _�Z TC, Z 44 /-43.3+\ /45,04 44�58 4-3,84 i 43.1 18 EP '44 3,� '\4 43'06 ,EP iL k� 3 2 4308 rl I I 3.7 2.861 J 43 1 8 EP 44,158 TC 3 EP, i 43.83' E EP 3 tC 44.3S, /! 44.04 1 3.0 43�56 TC jV C , 1 43.5 4 .157 EP j"I'43 8 TC\ .7 EFj J _F' I 44'� 3.69 1 : 3.7 J1 43.40-\ 3.55 00.5 46 EP 43.42 TC P 42 84 43_04�� i'i: ,,4. 4336 TC 42.86 EPI 43.27 TIC 42.9�15�/-__ 43. , I I 18"DI 4 42.92 42.75 43.36 TC 43 13��' 13.40�"; f42.79 E 8 43.72 3.59 EP�4 43.73 3.81 4-3- 415 3.83 §65 :,TC,. 44521 ----------- 43.29 TIC 76 LF 44.09 TO, 43.7,1 3.49 43.4 4. 7 4. 0 LF 3.59 E n J 43 3 90,' 4 3 DMH+,6. 3 U"� ... ... 42.57- 42 62 EP 15"DIA 42.4 42.62 4,112 TC -;,_o7CB-14 RIM 4 �5 3-_1 4.04 II-1 :,; ,,;, , ' -oo: i I MI 44. 3.4 43.42-\ 2 A V 39-76 41-71 4 ",, '. , .I -_ : i " , , "1 1," i ;'?'" 1 14 V 39.49: 43,7 4_,_RIM_42.78 RIM--42 78 44.11:). 1!, i �.2 B-8 42.49 ' A 42 18 3.6' 5 7 qV-'38:8 S d, INV '39. 6 R IN --V �\� 42.62 EP i--INV,,39.63 2 38 EP' 8 E )43.83 EP 423 43.12 TC V! RIM/43 51 3.76-EP" 62 LF 3.7&\ 4, 18,-IC 42.71 EPj 43.69 ...... 4.25 o __42..E V' 39 21' 44.26 11 42.88 TC 43.21--TC- CB-151 3.91 LF IN .64 43.03 3 0 4.31 42.20 EP 42.7 4 .91 " � 1� /4 ---------- 4�.'20 E RIM 42.25 44.52 4.2 0 % -.27 EP� 44..65 El 5-1. 3.81 3. 6 42-.34 INV 39.36 42.78 E 42.70 T _ - J:1,,,2_4 DIA U TC 43.28 T 4 4 9 . �: k29 E 5 2.18-- 2.74 @ 4.39 4 4 4+, 44 39' 4.771 T0 A,4115 TC', �4.42 TC' K -,r4 �05 4.22 2.42 EP V\ 44 20�, 'j 4.24 IfO, 4,2.34-/ 42.51Z .39 �EP � 1 1 44 4:4.55 43.24 TC 4 39 39\ I - .1. 1 t�., : I� 79 T 2.78 k4 0 4 91: 42.22 EP- 2.22 EP 4.18 42.92 TC 44.48 44 C' p CB-2 92 �22 E �4 26' j_ .72 2 44 ITIC 44. 1 -3 44.76 *�.,65, RIM 44,00 m zi -TC il 42.72 TC 42.72 43, 4 28,L 4 4.17 15"DIA B. 42.61 EP 44:69 _f; @ 0.5% RIM 42.15 43.11 TC 42. INV::37.81 �fI3 E /-44.85 4,19 E0."I KJ INV 38.23 44.6 44 -TC: 5 4 .52 -33 43,28 B 44,6, T :)f4,"�5`EP � \-C 9; C 44,55 Ef. ; *��_/444.1!��4.7445.05 TC......44.95 TC RIM 44,02' 10 c \\-44.64 14 4-5.02 45 A 5 INV39 33 44,8 EP-,:` 44.42 EP -------------- d 45.02 - 45.0 A4:93 45.02 1: 44.92 TC co z 1175.02 4&02k� A 45.35 7 45.0, 4 45.04/ 4 4.68 41 B-19 45.02 > 5'_0 44.9�� -10 5.04 -44.31', 45.1 0-ki_3�� --RIM -C 6 5-10 24.1143. INV'3& 44.75 EP 3 7 7 2� OD 43:7 �71t 43 44 C 4f 45.10 _j -41 3 45.02- r q , I - k5 .62 43.4&V4.1 k 2 TIC 43.27 EPP 0 INV-j28.- P 43.7 TC\ .52 Ep 45.25 TC 45 .62-EP .02 T r44 81 75 E-P 4 73�., 68 E 43.31 EP 45.48�TC, \43.31 EP 44.-18-7C--- 52 4� 3 LF 43.81-�10p i p 4 43.81 TC L4!2 r E3 -4 4*98 467 RIM_43.26 -- - ;-.11-11 _ C 3 7.70 '45.0'___ 10 INV 3 41 44. 8 E 0, ED 3.92 EP p �4 45.10 2 EP 2 INV 3 43.59 44 0 4374 EP R14,4 .7 C 45.o4�Tt 4424 4.6 2 TC 444 TC 38.5 _TC 4 j 3 59 EP 4,54 44.2 4409 44:78, 4.61 E .98j 4.42 TC /4 44:09 TC 44 45�35 TC - 444 -4511 TIC '\ I; " 1 "\4 4�98 T - .95 44-36 EP 4.46 /4 /r43.76 i . r44,85 EP t44.98 TIC 44.77 ,44.85 FFE: 45.10 4 45.02� 4 27 4,07 4.13 473 4502-- 3.89 EP 44-30 44.49 C 4.7 44.02 EP 44. 44.2 3.74 44.69 44.90 >44.95 45.10 457 [486� J TC 44.69 4 .88 4 .49 B��0 4.84 9 TV' 44.2 44.61 44.52 44.3 44.6 45.10-,,, RIM 4 "0 INV 4a.51, 4411 44.2 4413 p 44.98- IN 4.33 44.98- B 2 45 1 ''4�_ 44.14 f-44.21 .6 4462 44 "4 0 447 44.85-%\ 45.1 D .0 4 RIM.,44.'04 43.89 E �Jf44.28 42 144,91 44 TC V 37- .3 ........ '1 0.IV '�-44.98 44�59 4 A V4 4-1�0 \; 4 .50 EP, 4.10 44.17 43. �4.18 N4 60 EP P/ -85 _6'_E 4. 44� E DIG f" ��i-45-00 TC� 44.6 45.10 TC 1 TIC 7 4.0 EP 4 .3 45.1 5_TC 4 4 655 AA �4.37 EP 44-00 4 3,Ej _J�191_40 4.35 EP 44.87 TC 44. TC 44.50 44.83 TC ----------- 45 02� 4498 A 43.73 EP 44.85 TC 44.1 �4 02 C LL�--T, L FKLL .98 44.65-J& RIM-4-3-96", 45. 44 12 EP 3.93 44.23 TC INV 37.79 WITH 48hi�MTICE, 72 LF 44.62 3.77 18"DIA 45.107-< -43 92-- 44.08 8_Ei��' @ 4.56% 43.7 45.02�- 4�.02 )45 4498 A A4 43.7 4� EP 4 .2 -20 -44:9 ----------- 4,��00,- 0 4.58 T p 1 4 A 43.75 632449 3.73 2::TC 4 8 TG 4,0 EP IN'/ 38.50 0=5 OD RIM Ila CO 4 TC 43.72 0,4� Ln INV36.94 (A LD NC ONE CALL CENTERIJ, CD> z C)0 -6 B _j DMH--�5 �_CB-1_7 -RIM 43.30 MM-,44 00 44. 29 L R 43.80 E 45.1 0;-< '�4 1 _ ___ I I� "I z, I , , , I , - I NV 38 74 Z11 B 95,-. INV 36.53 17 7 �Rl� 42. DERG�ROUND 44,30 45,02_��_ 45.02, EXISTING �U N, UTILITY NOTE:�, 15"IDIA I B-:-35 01.0% INV 38.21 CA 44:6 P' 5 RIM 43.22 3.35 1 ALL EXISTING UNDERGROUND UTILITIES SHALL BE LOCATED AND FLAGGED PRIOR TO START OF 41-35,\.11 --- 43.66 EF� 4 .947- EP 4 12�1_)_k --44.16-T 43 2 INV37.5 Z__-_ -_ --_ '3 4�, CB-1 /r43.66 C p EXCAVATION OR DEMOLITION. CONTRACTOR&. SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND �43 7 TIC 45.02�_ -45.0Za 4.98 4339 EP 4 _43.8 RIM 42.95 '143.51 - 4.9& UTILITY LINES, IN THE. AREk AT 'LEAST WORKING DAYS,,�.�,BUT NOT MORE THAN 10 WORKING DAYS, INV 38.50 /43.35 \ i 1 4 5.0 2 3,60 EP U-t LF 4�98 ').62 44.31 TC 44.10 TC 4 3.81 EP 4,5.79 EP,\ V",,,8 N-44 p w ? 43:�89 T 1(h , _QIA �.r4 2 EP 4z3 3.94 EF-11 1 4 43.53 TIC 43 46 E. 44.2 4-TC- 4.13 31 f 44.4 43.96'TC t-F 44. TO ANY EXCAVATI*�. OR DEMOLITION. 43,03 E 9 T, 4 44.82 TIC V�:O 1.80% -44.15 5.02 7 AT 1 8-00 632-4949 43.78 /43.71 435 -N TA,C 1-43.96 TC 435 43.89 C Q, NA ON E ',,C' -4 - -4 44 21� UANULI,' B 43.6 41 82 44.98%4 -2 44 98' 4�1.0 43.2 3.61 RIM 43.84: 436 44 4N 43.62 @ 4 �"r : 43.8�y4ilB 44.01 43. 44 171' ,,+ , �I i I f 3.74 3.7 43.93 E .87 43.6 44.01 __-,4�4,.64 EP)' 4.92 EP 4,4 INV 36 66 44.43 TC 43.81 143.0 p 43.47-\ /43.46 5 3.98 5.42 TIC .1 4 EP -\44�24 485 44.13 B- 18 44 LF _q4 IM 45.35 TC > 43.38-/43.14-/ �c, 3.14�/ 43.47-/ 43.0 43.38 3.7 0 rR 42.52 144.85 ' i 3 :DRAINAGE NOTE&' I V 6 -44 STORM N 3718 5.04 EP 4.78,EP 44.78 EP 00 4367 24"DIA 43 44.20 -45.28 TC 45.28 TC @ 0.21 4453 EF"i-�, 45.54 TC ; ORM: PIPE SHALL BE REIN IW3 i st :FORCED CONCRETE PIPE,, CLASS 111, NCDOT APP�ROVED (RCP) WITH 6.41 I - - //� -./,�', ' ' _ , - I X" r 42.83 81 fi 1! .,17 EP 4.31 E 45 03 TC 45.17 E ; �5:67 TC 44 52 E WATER-TIGHT JOINTS SPECIFICALLY CONFINED, O-RING CASKET RUBBER OR 'NEOPRENE UNLESS 14 4333 .0j I 4�5.67 TC 4.81 TC SDMH 4 -HERWISE APPROVED BY ENGINEER AND CITY 01 RIM 44.00 CB 43.61 E A 5.02 TIC 4, RIM 42.52 v 44.34 NV 38.44 __\4 A �11 Tr. 5 X Y�x I, 3.47 V 3 .1 ��30"DIA 44.84 TC 45.67 TIC 2. STORM PIPE AN TURES WITHIN TH E ORTH CAROLINA .DEPT. OF TRANSPORTATION (NCDOT) 6 8 3.0% RIGHT-OF-WAY SHALL COMPLY WITH THE NORTH�11 CAROLINA DEPARTMENT OF TRANSPORTATION �3,L (FES 45.24 EP RIM 42.77 STANDARD SPECIFICATIONS.,2 S AND ST CTURES, LATEST EDITION. % 'Dlk� 36.00.' INV 36.38 45.74 TC; RU' T, 01 1 45.11 EP -3 ( O� .4 FES) T� U T 36.00 262 LF -24�'DIA@`0 6-37. 61 3. STORM PIPE LENGTHS AND' SLOPES SHOWN ARE APPROXIMATE. el� 45.00 p 45� �5 N jl� STORM PIPES SHALL BE LAI:D .ON STRAIGHT ALIGNMENTS AND UNIFORM GRADES.. 581 LF ii�i _43.50 TC 41�,,32 4450 3 5. STORM PIPES SHALL BE INSTALLED IN ACCORDANCE WITH THE, FOLLOWING STANDARDS IN ADDITION TO _\45 bo IPE CROSSING -INV 35.14 (18')-- - @ 0.1 OTHER NOTES AND SPECIFIC�fib,NS AS PART OF THESE PLANS: '44 �TOP 371A�L (18")�,' .32 14V.37.92 X �J24")��'--,- 47 LF' A. No �,MORE THAN 50'0'� LF�,�Qf TRENCH MAY BE OPENED AT ONE TIME. 30"DIA I "14 I E PI-ACED ON THE UPHILL SIDE OF TRENCHES. B EXCAVATED MATERIA ALL B 7 SER-BAR FLUENT FROI T C. EF, A DEWA ERING OPERATIONS SHALL BE FILTERED AND PASSED 45.00 ENGI N'EE R-AP PROVEb�'S! "E'D IM ENT TRAPPING DEVICE AND DISCHARGED IN ,A MANNER THAT INV OUT 38.00 E 43 21 LF Y :AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY A 4 A 1 EP DOES N OT ADVERSFL, 43.71 TIC A il TG 0 43 07 EP CHANGE THE �EROSJOWAND�,�_SEDIMENT CONTROL MEASURES AS INDICATED ON THESE PLANS.. INV,36.62 UTFALL 7 TC OUT 37.25 44.49 Tib 7. IF ANY��..EXISTING TO REMAIN OR PROPOSED STORM _PIPES AND STRUCTURES ARE DAMAGED DURING CB-4 4 r . -4 4 EP 4,s 4 CONSTRUCTION, IT SHALL BE 'THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE �FM �2.50 ........... RIM 42.00 42.94 TC PIPES- AND.. STRUCTURES AS -NECES �Y INV 35.35 42.61 EP 45.62 TC '43.11 TC 4 P '...,FLUS -ARE AND SHALL HAVE - 4 A, E b 3 SHALL BE' H WITH PAVEMENT, \42�7 It 3 53 E 8. STORM� SEWER MANHOLES' IN TC 259 LF/36"DIA @ 0.17%- _X 43 24 TQ 44.03 X�x TRA ES IN UNPAVED AREAS SHALL BE 6 INCHES ABOVE FINISH FFIC. BEARING' :RING & cbYE'RS.'',MANHOL "DIA-@-0.17-7.- -------------- --263-LF-36 GRADE. LIDS SHALL BE LA B E LED tfQ R M SEWER". 43.00 EP EP < r 43.50 T -2 DMH-1 SDMH I I ; I: :I i� Cq 417�-TC f SDMH 9. THE`OWNER OF THIS PROJFCT MAY'�,BE.� ELIGIBLE FOR�:A:�PARTIAL . REDUCTION IN THE MONTHLY RIW 43.00 RIM 43.00 i RIM 43.00� INV 37,75 INV 37.30 A INV 38.21, STORMWATER FEE THAT WILL �B'E CIATED WITH THIS'--,DEVELOPMENT. TO QUALIFY FOR A FEE ---- ------ ------- ------- ....... CREDIT THE OWNER WILL� NEED TO111PROVIDE TO THE CITY'� ENGINEERING DIVISION UPON COMPLETION 9 LF :E, vT A -ISSUED OF TH ,PROJECT A COMPLETED cR'E PPLICATION 'ACCOMPANIED BY A COPY OF THE STATE -A 361v STORMWATER PERMIT AS -WELL: AS:kCCiPY OF THE SITE �PL,ANS. 00.17% 50' 0 50' 100, 10. EXISTING DITCH ES: ARE NOT TO� BE,"DISTURBED AND IF EXISTING DITCH BANKS ARE DISTURBED, THEY NOTE: SEE SHEET 17 FOR DETAILED CONSTRUCTED WETLANDS: -GRADING 0 F "A AND THE CENTERLINE GRADED TO SHA, DED :TO HAVE 3:1 R TTER SIDE. SLOPES-'. PRODUCE:"POSITIVE DRAINAGE. SCALE. 1`50' (Horiz.) 0 0 0 00 M&C FILE NUMBER DATE: 07 JAN 11 SCALE STEVENSON TOYOTA SEAL S7, CG_101 ",A, AC MCE �59,72-0001 A 0 4 NEkTAT/ HORIZONTAL: DRAWING NUMBER 0 HW AY DRAWN 312 BERN -H[0 , ' 'RAU 1"=50' V) 0i r� MCIGN4&CREED RAC 1,4 1� I-, - g 4 1610 East Morehead Suite 200 DESIGNED :NC s L I JACKSONVILLE, VERTICAL: Charlotte, NC.28207' 243 North Front Street CHECKED RAM , 025503 p 704.365.3160 f 704.365.3101 M) N/A J, PROJ, MGR., RA 0, D REVISIONS PER USACE REMEW 03/21/2011 4Q i Wilmington, North Carolina 28401 www.omking66nstructi' ' g 9? C �kE�ISIONS FROM BID/PERMIT REIAEWS 02/24/2011 Phone: (910)343-1048 Fax: (910)251-8282 C) C) 02/09 Km i ISSUED FOR BID /2011 GRADING AND DRA'[N-A:GE : PLA,N C) ...... AA0002667 EBOOD6691 STATUS: REVISION COMMENTS 01/31/2011 TRC KVIEW ?�it 1 T R kJ C T 1 0 X Rtv�Nbj DESCRIPTIONS www.m ckim creed.com ISSUED FOR �BID REVIISIONS A�7 SD Aory-NA N PN44 p C L - - I I , I � , I I -,::� 1, ,, ,I t,,-_�_�"t: � I I I - , I I �I I I I � I I I I I I , I "I I�I , ,I ,", � - �!2- , �: ." "I-2 11 �, - I , e:P, I I I -1 1, I � I I I I I 11 �I I I � I I I I I I I � � I I I ��.1 I I- .-I I-. I I I I � � I I I� �, I I � I I I , 11 I , , i : "" ,�:,I"i,"",i 11 I '�/, " I �� I I I I I I I I I I I I - 1:I': I " � �,�� ,, ,��', 4 e �, , , e ,� i, I I I I I I I I I I I I I I I I � 11 � I I : �,��i , I �I. 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I , � � ti I ,� __ - A i 1,,,,�,/ I("it, , " . �# 41 _,J,� ml f �E ,�( I , C R f" , J' I'' 1,9,� ic ov, I ,h �5'- U � : �� ,� I I I i li' 'i 11 !��ty !,t "i �i, � , ,: ,, , ALL,)CONSTRUCTIONi MUST BE COMPLET-D. IN A '01 DA ,CE WITH I'l-iff � I I I I 1. I I�,I �0 I I I I I ; I ! I? I I , ? / i �w It p,�, , , , 11 - I I I I -, it 3, All Sewer, Lines shall have � � ,n I , er de';5t ,b#' nles� -, I the �i i I I - � I - !"'; 1. , 2 - � C, mr �rn�", , � sp ecifical I y., n oted otherwise on t tt-�-,.- _� . I I / 1�ii' � W)TI)p I I � - � I f W - ;I'll 1, I'll, I i : __ , , i- - _,-,-__-,, t '%� , I � 11 I � 11 I I I I I I , F � I I I E t : i 1� I - ", 41,111 I i ��,,`1 1"O'; I CITY I r I I I I 1 I I I I , ,� I I �_ � i I I I I ; : I 1.! I I I ; - it�, I 1�I ,I! I I - P 1 C3.1 S. � I I � I r 1 4 j � I j�! �,,, __ I I �it0l'i C SONVILLE: MANUAI OF SPECIFf,CAT 011h,lS, STANDARDS AND I � I 1, I - � I I 1: I I 1� , : I i , , I i,�--_ 4-i --- - i��t `� , " I ,OF JA K -, I I - ;l: , � , __. I I - " .,- I 1 11 I I I I � I 11-1 11 I 1 � 11 I I ; i ----.-. -,- ;.1 I / #f f!/ ": I � ,!j T q I - __ __, !,/ ��w -.- - i j�' � I I I 1 h � W, ' t I I i ; ;;; i 1 _�il ,. I ,- j"g, �!/ ,; ,, DESIGN. (MSSD)-, :A ' AIL -1-1 E 'I 4.-. Sonitcry Sewer S-ervicez; ��hall b 6 'St(��,H:40 Pt VC" to t 6 Bqil i g _Ite'r� Service 1,� , I . i ."I I I I I� , �', �I;, , : , , ,0 n . ,,, I I � I I �1: I � ,�N - i# "I . f i,! I I I I � I �I 11 , 1 I � 11 � I it : t I i i I I ��,CORY OF THIS ,, AV I I , :, I - . 11 I 11 I i 1; I I I I ti! I J�':',��! - q I I, le 1 MANUAL IS -ABLE IN I I I I i____-_________ t . � "-, I I - " ",,`��/ I I � . I t ,g, , , -�i, � 11 ;i I I : � I . I I I I tt, i ,,,,/,� � . � � : i�! I I -- .'� li" I , E I � ' ' in I ; ,N� _____ , , -�I i � )�,P - -- 'I 1-1 ��rorr, the main throu'gh 'the�mat I I it, I ____ ;,��` pq, I %,- ,S t PARTMENT A T .jACKSON VILL' , CITY HALL. shall be D 1; 11 .1 11 �e.r to ,the, buii.di : � ; ! I I tt,-, - I I_� i "� I , � .�, 1,� I I I i , I __". i. -,,, , , .. PLfBLIC 'SERVICE , I I I ; , ____ - I I I - j� -,-- !1i � I� I 'll . 1, I L . I I I I ; ,,-�I�, 1 t� __ I I I I , I . I I � II i � I I jr � I .."al li - __ , -1 '' ' 'I I � I I I I I, i I -I; /1 I I I I , ! t � ,4 I I �� ,1. I ",�,, I fl? , � 11 I I I 5� Dry utility routing is not pl.art of,.t,his�,Plqn. '' I - 1�: I . fl I ; ; I I 11 1�'1.1� � � �,/ �11 I ,, ?i'/ I I I � I I I I - �� I i , , I I I ,i 11 I , I � I I I I j , I I I I ! . � 11 � /-'i ,,y . - . I/ i fi��!i " f;, I" ! � I I ; ;; ': _.� - "" t, I I I I - :!--- .,---,- t i �`U I , I I I 1, - I , I I I I - I I 1 1 1 1 - I tt,' ,, I I I I C� - 11 el� '10d, � if- cl�Jor Rims: and Inv&ts. � i � I . I I I ; I I , I , ,t: I I �tr.,' .� i, ____ "�,, -, ii�'�,"!, I uld b I I ; i � 16, �yi,,,;4ina Manholes sho , ��V,e r�I,1 e I . I I ��: I - �, ,- , ;11 I I I I I I � � I I � ,�i i 4 f 1_11.__1_.___ - ,,� V . 1 I I I I ' ' ��i I i : I I I i � t � i; I I t.,", _ "" -------- it, A� , - -.1 I � 21 1 1 1 . 11. I I j � I , I r h,7 1 _ i,� I I I T I � I ' 'I I I I , -b 'n I I 1 t I ;:; � I I :�, / , I I I - , shall be overned by,i'th -I dtel t �,6ditiohs 6 f th Statd M 'z-J,_afl6cil, Plumbing, !!! � f 5 M I P i�i � 11 �"I"il I e , I P S ,,, , � : � xt �;t I ,, , ,, i I 1 17� All wor� 9 I I � o I I 1111 " 11 � 1;I..-------.____ 1 ; I I 1 , I ;-, I � ` I , i .I- /I I .. I 11 I I � I , I I t � I ; ; _: , I I --- ,- ------ � ./ /, , "", , '?, I I I ; , . I , i , ;I , I I � I I , ,!� _ - 11 _1 11 I I I I I ;j� I �... - I N I ' bi.erly Conservcltion,. Handicap : cic I t"';" I AV I I 'P I I � uil, G`8�e I � A' ' essibility, I i I I ! t t - Electrical, Fire Protection, 6 di�hlg ,,,, ,�,� I I , I I . I I I I ,�il ___ � ''. ./ , ,� �I I I I � , i f I,---- �1 i" , I I � I . I I � 1 �;; . : I . I I _____J 1: �t � 9 __ �'; I I I 11 I I . , � - ,��_,� -,, - I I �f I I I 1 . 11 I �t i -i � I' ' I I I - A I I I I i I i: � I I I , .1!7 tir I � , I I - an `i�',, Fire, P�rbteptjon Associated Cod'er"*'�" Ind I I ! ! I ; ;1. I .1 I � h9 I I I I Nci;onaI Eler-trical Codes : a No-tiono - 'al, I �cls adopted �! � t I I ( I i I:ic'/ �t ��,- I ,;��,, , .1� , �� ,r , , , " � , I I . I I � �.�' � I- I , I I". I , , 1, P'. I " I I - , I I � :�t__.......______ I � I ; t �'Ip 1!1 11 I , I 0 I I I I I ,� r , . , - � � __ "i, / I 11 � di 1111 I I... 11 � � 1 , 1, __-.,-.---,---,.----�.---,-,"""I I it i I -. 4,_____ I !,� 11, I ; r �;� I I ,i I . I I I I 1, r I I I I il, I 1 *g 1 �_' 'i 1�. , ,I I ,I I I � I I , , �; I _ - - " , I I I I j , , '7 I � I i , � I I le I I : I f I I 1 � I f I -it �, .�i j --.,. � il;i' ---�� I j I � t , ; i.18 I I I - ,��r,�_ b y the A ut Ih ori ties ho,An jpris Jnc lo . "t I,It' �1 11 � I I I I I I I , � ,� , �. I 11: ; - . �1, __ Y , , .""" f. I ,� � 11 I I I "i ,�� 11 I I . I t,� I I : I -----,_, ; I �jt .-Z - I I I :.� I ; i � 11�1 .., i�, -'t, " �� ,, I 11 � , - , 11 i � i � I , , ... ,, ! I .1 I I I ; ,� � . I I - � , , I I I � I 1& The r_�ontracto,r sfhqlt� 'ob.tain:i�an "pir �alf,lpsp 6o,si, certificati8risi : qu,ipment, , �t ------1__._______, ; t, I I �� I f �t:,� i# �r P-1 i / y - I 1 I f 1, ,- I I , I hi, I �'111 I t. I 11 1, 1: I I I I I , I '!�, I � ; t:, A � ,.,fl�l S,/ 11", I t , . I Al . I� I I �� I I I I i Kli I I J: '' I I I . I I I e , �%, 11 I 11 :1 - __, � " I , I _____ , I I'. ,I 11 i It I I , , ,0��,Oqy f � ,�� , , I I I t � ! 1 � I Y1____._ , . ��` I -- ; I ` � ,,,e,.c,,,,i ,q I � I :;. I 11 ` - -nay be requir,ed I I I 1� 1; I'll, - � . I I I t ; I ! I � , H I.)) � I I .1;il __ f v I , �I 11 .1 I I I - " I I . 11 1 I , � I I � i I 11 I 1 j ii-- , )) � , _� . . 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I" I I I� 11 " I I I I . �) , � ; I "I 3�;�� ,1;1 I � .� I I 1,,� �I I I I I I , I I i;, I .--- "I I , � - I � 1`�'�l , 1, � t1_1 " I 7' I ",y -, -1� 'th,e pro as �se, �:,Tpfrth in these 01 : ,; ossocia-ed viit� _C I I - I I I I � � I -11 I I I �. I I I I " � I � I I I I � I � I �� _ I .1-1 � � . I , I � ,.1_.V ., "� I`)I� Occulpct'lionol Health and Scif6t ' " i " t tich,,�(OSH A) :siori I Kd f r excovationsf � 6 900 BEND, � i ,,4 it! I I , " :`... � - I e I � "' I I I y� bdrhinis ra: _s 0 1, I I I % I i -�. "I "p- I " .) I I ;i� I I ". � I : f, I I I � , I � � 11 I I I I . --' - ___-',� I ' I I I # 1 zRl . I - i I k� I I � � I I , � t � I I ` I 11� . I I I I I� I X; l iii I I _�" ''. I I I � I;jl, I " 'i I I � 1� " 1, I I I I I i t�l -- I I P I I � I I . _ _` � f � 11 � I 'PROP. I ,� � , "P" op I ''.0, all excavations� oxc.ee I I t ; I ,:� I --tit It I q"I � .., t I I .� 4 s rt; , ding 5 feet, ,in depth. i * �� t I final ru�c 29:C'R Part. 19'6, subpa ��o FIRE ' "i- , i I I . , , ,p iesj I I , 11 � I I I - "J� - I r . I I r', I , 11 �- 1 � �, ", I I � I I ", � - , 6 TEE I I . STOP WATERLINES ; ; i I .-I--,---I* I I I I I 1,I --�"_I I "I --- ��11 !,, 1 3 '41'r t I r I � . ,�,,I I� I I I I : � ,3 1 - I I o _- ,A-111 e , ,-.7_,�----_-�-- ,I i ! �.11,, I � �I ", ,, 11 , � I _:��_ ,-- 1, , 11 i I 11-11-------- I �* :, I I I ,I I � �1� 1, - I � 1�1 ; I I �, ", :HYDRANT � ,11/ 'A- �,,',,�;'- I:- 11 I - ' th d * " f t n I - I 1_�� I � I I i I , r, '2,2'. E x i_-�.......a I;o r, e,x c e ed i n g T-tvienty, (20' Fe'-_t,�_ in,:,dep,th requires e. .. esign o a re cft I � I � ,� I _- ," , I I I I I 'It �� .. � i , : I -, - , I t � : 11 i! �i� �.; I I ": , I �- ___ I ,, I f � t, I I i' 1 2t_"'j, �_ � I ," � I I --- I 11.1 j , -----, , 1� I I I 'I" I I ,,.7,r,_ , j, i , " , I I �, � - � . I I � ; I I I I � I�i�,, I _t,tli11`1. ;. � I I I I n by a registered Profession,al. En' blin;e-f6f', � I If ,jt __111,_ "A I 11 I s,_,fe�y s�stei � , : : - 1 5' FR,OM BUILDING i 11 I I ij, I I . � '11� � ,� / I jl", . I� - I 11 I I I I � I I I I I I I I _': I /,l " -11, fl? -,! t, r� I � � "' , - I I I � I I , I _-1.I-.------, ____ "I t , 'i I �_ I -1, I 11 1 I I 'll 4at'. 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I—: I I I 11 I i- r - 111_ I I '' I' ll'' I I 11 U�� ; WATER MAIN , , D ,:�' I I I I 11 I I I I I I � I �...i_';��k ��:,d�.',il � I - � 11 I . - � I 11 11 � I 11 11. I "I W � : IN - VW\�'A 1 - I:, 1� 1 � - I ,,, "t"t, " A,q i i � . ''I'll . � I I e I I I I I " I I, I I I I I I I . I I I � ,�114:,11�1_ , I 1 .1, � I I I i I , ,� I 11 � n,� , I I I I I I I I I I I - ] I os the sew t I in � I I I I � � I ... , 1 1 1. I I I \,L im � _Z111 ,�,,�I 11 � 1 N,,S,,T.A LL�i � 11 I I -I- :Wbter Main , s I same,- renc er,,� 11.e,,_,i:with the Water Main , W , , I 1 2, T� � aid in th'e,,,:� 'i '� i , " h , , I : V� : �,�i _____ * � I Sri , I I , : , , i 11 � I I : I I I i,1 � I I � I i ,1 I I I I * - ,'_ I �_ I I ; I I I I I I 11 I I I I I I I I I - I e Sewer I I I I � __ � I I I , � I located at one�.-side ont ' b' " ��o un i urped �earth ond��dbiove: the: ,to . .of th I I 11 '. I I t, � � I � �:r�I_Zz_� ,,o��- le'r.li��c��1.1��.,,,,,,'�� I 1, � I'If I �%, 1,ut . C_!�,, I 1 I1 r.. " I __ - 6 1; 8 Y 0 THER S �.I I I � I I I I I I I I : I �Iil�lk_ - ,__ I I -11 '11r - I I'll , e � 11 -,,, - , % IP I I � 11 , . . . I , , , ; I - f � R� I 1. I , �', , . � ::__, ,r I ,� , I I I I I 1� I� I � I I ;, � 110_�. �... I ,I I ,r I . � I� � I � -1 r:, I 11 � I I I 1, 11 11 I � I � , I I ...... I I I I 11 I ---Am I � f I I I � 11 I I 11 I 11 t , " I I I - m., -K I I I I I I I I ?y I _Rtv_ I 11 I , , � B I � 11 wer�� 'a I, I I I �s � Ss M - � /i�ti � I 11 I - L I � i 1 I I 1 � Crossing a r Water Main Over,,.q�:�t , I , : i��i�i, � I I I I i� ,S � 1, SS - ss",- SS, S SS - SS ---, -O- ss , : :2 - I I � , , I I I I I I I 1 I I 11, i", I I 1, - ... 11 f � 1; - I I I , I I � I � I I � : I I... -, � I t I I - I I I I I I I I I I I I I I I - 11 7W - , - . I r'' I � '11,�I . . I I I I I , I I I I I . I I I I I , , - I I I 0 1 1 ,� I .1 � , I _ I I I I I , t., � - I j r , 11 I " I I'll I I I I 1, I � � - I 1. I I I I , . I I I� I Wh I ,Z s in I ecessary, cfr,,a efttert� , , 1 :.-ross,over� 0,`-�tSeWe the Water Ma '' - IR 0� �B EN-D I 11 I 11 ,�4k �is I I � I I !C ��: I I I I I I 1, I . I � I I , I I I ` 7: _ 3 9, 1 1 "" I I enever it i f , �k' lq:ib c I I I I I I I I I � I i I � I I I �', _ , " ,,: �, , , ,, ,,,i,�,e, I I SMH #2 7--�� S ,�,_ , e, I I 1 �� , � I .I �, 7�l�,,!i, _r I % � .I I I 11-I I I r , ,in' I : ,� . " I � � I �: , I I I I I . ,�: ,, � , I I I I I I ''I - ''I I ''I I I'll ''I � I "I I 11 I I � � I I I I ill 11 I ' _ ,1, I I I I _,�,- � I,.,, I- : � I I 5 , � I � , IS , I�� 11 PROP. 8" FIRE I i, I I - I ''I 11 I I I 1 -, _ ,,�at":n �%1_� _ I I � � ,� 16 . �,�� 11 I A , I I I I I � 11, - I , 1- til, -- ------ I I I I , I 11 i , � S, I I �' , � I I I I I I I I 11 I " 107 ',; . mer , ain -8" i ,-, �-1.��.2-,�-f7�-,�,-,-�,,,,�i��--7::!�-" 1 1 ! I ,is I . i,1, I , � I I -e.,e,.. 11�, of- the, 'Wt M i is at le'ast. 1 1 1 1 1 1 1 � I I I I I I " I all be lbid., at.,.'su' .ch, on� ` , * 1 4s�C:-4 , � , "- �' , ,�f � "' ,�,, w sh� I , I valtrron, th;,�it 'th 6,,1166tt6m 1, --- , � f � I ' 'I -1 � I � I "I � I I I I 11 , "I , I I I I I I , , I " , - , I . I I � --_ett�F --- .. I I I ,_N__ ---��it,,',,,to , R 1 � : I I � , ' ' 1, , - I-,, jp I I , � _ � I 1, _ ,- - I I I ._�:''�,_�ii� ., �, ,_:L� , I I I � . �, - , I , I I ��11111 ,%q, I . i I �, I ___.___�,."�', : . 3 i, ..ki 11 I I � 1, ,;: I , I �! I I � r, I f, r � ,;, � , ,� . - ��__�� .1_", t . I I 1 1 , ! ,�,,:_ I I I Al- I� I I 1 2i . ;ort___,�--------_-, I I f . - �L,-,�� . 1, � � le ! - _� - "I I . " , -LINE WITH RPZ - - I 11 I I I " . I t,- I " , 3,7�-_ I I 11 I I 'arn I 1, ; I 1, , -�;� - � I I I I , - 6, _-th hbih ,uhess--,Jdc6l conditions br'ib' ' ers prevent ,on: 18 inch ,' I I i I i 11 /,� �T, - I : . 117-t-_�I,i,,,�, 11 ------_ i-I � � I : 11-1 . 11 � I I :, , I 11 I I ! � � j_Ki.� I I I , I I i 'ff- I .,I , I ew ,��4v , - :44.87 ! I - 1 7 �,it"2�� S I I c-lbove, the, top �e S RIM I 101 .1 � LF - __ , Or t''I I ;! )I 1 1 .- I ,!, - 8-;-) �, � I I �I- I I I I I I I I 11 I I I I I r ,��_ i , _�,% 11 , U I I 1, 11, I I I I I S'_ I 11 - � - � i � I I i '. i , � � , Isr1i - I I I I l;� ,, I , I I ,� I I I , i � . �,��_�,,I SS I Ac 11 I I I I - - , ,�" , I I 11 i - ,-. I I I . I � i . I" ,-, ",'i V) I i : ; s , 11, , i � i 1, "i � ; I 4 fi"', 1 Z i�'j _ I I I I I I I , - �I � I . : I I ---X------_. , I , I 11 11 ` I I � � , ;._,� - �jj , _`_�:�I � 1, � I I - I I 1 � � I I I I �:. t � i J &�k 11 I , -, f , ; I . - . 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I 11;1� ,-5 _�_��___ , f I I 11 I ; I , 1; r 2 , - ...� - 1,� - I � : , I � I , " I I __ - - �t � I : 1 - "I ,:�"! - I I e I I I I � I � - , , , 1 f ;, 8 t T E,E ; r--�_7 ----- 1- i � ,.!�, I I I I I I ,,"Y'liu, , ' A'- I I , I S ,;,, #�� I i -, I 11 I of f errouls materials, an h `6' 1��qr.6 ,equl�qlent .to IliVatier, Van standa s: for a, i:� I 1-1 . I 1 , , t l I I � --- I --- I I � � I I f" I I , 1, - I I I I I I I I I I I ; __-- - , �h--_��,, I I , , 1 I - I I 1 A_��115 ," , . , , �, 1, '' - -0, , , 4 t � � � , 0 2.117 '�' "" I � If,J�,]P ,� �, , , '''' , 1; ,�I,I, , I I , I I 4 ! CROSSING , ',' �,- 6' TEE io , 2 -9: 0 ,:, ) r I I I , , . , , '' , ; I , - I I I I I I I I I t � � ! I - �, ,� 0 � I ' I I I 11 11 Is � , ,�,� I , t 1 1 1 - 11 � I , ,, , , � _11- - I � ____,____ 1'� , i . I 11 � i H! i ! i � � �,t ,,�,_, Z �, I � : - I �, _, -1-1 � I __ I I � ,� , ; t I I '.�. i I I 8rl PVC C �-, .------- , __ ,�_, I ? I I __ I I I I I 1:0 feet on eac : si e 5�,6 f�j �� j ': f , � I I I I - , 7 � -, ��,t,t:,�,I -1 I i I I I I I I i ! ,�,id I ,,, ,�,- - I ; I I I 11 . I ,"it- --I--- t I I I I I I , I I I . ''. ,�� , I ! I ...._ �__ t�� i . ! 1- -.----I- �I , tj _,��-:,J�, I I I I & tance' - In "d � " th n ,O I I , , - ',� i t i I � I � I of 11 I 1 21, ,'' , r I I 01 - I I , I - , � I I I I r I _l'_ _- __f"P_t�� ,_1 , . T pri?��Slrlg; I . I ; . -.-I------ 1: , ,:: ": , I , I I I I I I I , I � I � I i% ; %�"111 :1, I I i -1 I I � � � I __ � ,,--,.,,,..-.,, ,r,, `!"; ; I I I I I -, I I , �_� .. ,.� I . - - �� I : I I I I, -I � � I I - � I � I","�,.,,,� t I � I I I I . I I I ------- I �, . , . - �-_ � ilti 81�,, 1 ;� 1 3 i I I I I I � 11 - � - I , I I I 11. � I I I �, "� I I I 11 I I r 11 I I f ; x , �I I - � I I? i � I I I I I I I I I I I I . 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""��-'t-------'%'--�-�'--"-'-�)' I 11 � 11 I -_,_�_,_:X_, _111.___,_�' --� I I I , ,if I I � I I I I I I I I I I I I 11 � I I � _ t �, I 1� I . 1 I 11� � 1 INV 39 159, LF , � t,l,rN -i't,1Q1� I I I I - , - I I I �, �,,- ,�I I I I � " " __'_�_._ I I ,�__,", �i :_� i 11 ", I %,�y -, '�,� :1� - . � I ' ' I I 11 I I I I ji'n ��arid�:.SeW,6rt��Adnn::,sh, 11 '- q ,con struote&b; � e.rrcus materials ""'d with ' inb� :i6quival6rit", I I 11� 154.37 F : ill 0 I I I i I I I I I I I I � li 11 I � � - M'( I I I I I I ,,, i. i,al , I � I : �, ,�� I I I on, - , I ,a , I :L � i� � 1 .51 (24") ,, - ." I t r I I I � - - � . I H i i I f- 11 ,, _: I I -, � I ;. . ty 8 �, , � , I I I I 11� 1 I I I I I I I I I I e I I I I I I , I ,1 I I I - I ''i, I� I 1. - � � I � ' 'a , , , -, J .- t" - % h I - ' : I I 11 , � I � , __ "� 11 ': �14,4`qPi 11 I I I I I ; I I I I f I �I , : , nd -� ist' ''; ' i f 1`0 10 �",_ �'the � , L le, , , . ., I � I � I � PROP. FIRE z, I I I to Water, Main St i-or.d s I for,�'a d ,t a nbe ��,q, I 7 ki,seet on.i ead st t I - I � I , I I , point 'of :crossing,, I I i ,��, - I ,� I 11 I _,, '''' , IV ; j �9 I I I'll I I I I I I "� '' "i-, � I 11 - I I - - I i " I I I I I 1: 'I'll, ' TOP �38.51+ (WL). 8 -DR 35 1 1 � I 21"_ I � ' ' _H1 1� I if t FUTURE SS'" I'le ''I I : 11 I I I - 1 ' 'I 11 11 I I - � ��. 11,It " "", ;, I I �, I I I � I I � .11�,,i,"r I ,�1.1, , "'' . I , I �_'� :, I 1� I I ! ' 'I "'14.1 1 1 � I � � , 'y �, � � 11 40 I I - I I I - � I , 4 1 1 1 1 St 11�_Vraifn, I i I 8" SDR, 35,: � , - ll! 1 11 "I. , 1, rll N I � � ;I ; I I 1 I I I . I e I er .a,li�,orm' D"- I I I" , 1� I � . � � I - I I I I , , � I � I I I I I - I I I C , Crossing - �d` I I 1 ,- I I I HYDRANT -----I- I I - , I I I I ) e, 6, Sew6r line, 6 I " I I I I I I I I I I I I I ,, ver or un I I I I I I I I I I I I I � . ....... ,;Fvf I 11 1 I I � I I -�, , ! 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I-,"...- __ r FORESAY FOR OUTLET ZO F X "X X_X-X X_*_x x �_7 FOR E 8 7 I r S,'5� T =:7 J r J SHALLOW MARSH ZONE M,� 7, 4 W, J/", \Z x, tj ED 1 x J < 20 20' z' X > j 0, m X r z N, Z T r i z CON ::)C;ALL�:' =2 ICTED WETLAI 6, Ov 11-1-11, STRUCTURE K > f ,A\ IN G, NOTE& x. \1�1/\ GENERA PLANT V, PREVEN T FROM COMPACTIN M P OMOTIE HEALTHY WS, j V FO NDITION 7�_ N1, 2 :APPROX1 j :GR OF A 5ALAN03ED S'LO'N, RELEASE _RTIr IZER FF 7 ACH SHALL BE, INSTA Eb� ERSACEOUS LARG�- PLUG WITHIN EGEND NEXTI TO'F _H 1�J1_-_M H A E WETLANQ. :FERTILIZER 'MAY BE OMI'�TTED, IF 6 INCHES 0 c SHAL 'S TH LOW MARSH ZONE (SlA) j TOPSOIL HA EE APP IUQHOUT� Wr /, � /�,\ 'N LIED THRO LANU, _5;=711-7 DEEP MARSH ZONE (D&I) , '\/ / X * r 'N" 3 ALL, PLANTS SHOULb Br% PLANTED I I N THE SPECIFIED ZONE TO ENSURE FOREBAY 7 N11 ZONE (;78) V -1-1 /tl� X OUTLET ZONE (OUT) SURVIVAL. _j 4,, AVOID.,PLAN IING N DIViQUAL SPECIES IN :LARGE CRIDUPS BY SPACING CLUSTERS A APART, DF '10- vy,j i 5. ALL ZONES CO,I JOBE PLANTED �VITH BAR�F ROOT, UGS 0, \TAN R --------- -ING S 'IF LIVE PLANT 3S �A SPEC -IED V - 6. BE�GIN PLANTING bul� itNG LOCAL GROWING SEA SON IIN ORD' TO THAT PLANTS 'HAVE ADAQU'T TIME�10 ESTABI ISH BEFORE SHALL OF OW MARSH ZONE ENSURE WINTER. MONTHS, DEEP MARSH ZONE FRESH PLANTS WILL BE� OBTAINED FIR NURSERY AND VOILL BE 7 TOP OM A STORED WITH ROOM N MOIST SOILS, r I , I il /)0 /t Al I I x r 01 7,4 v SP �8 PLANTJNGS WILL BE INS ECTFFJ AND 1`�.AAINTANNED� ��-`_ANIS WILL 8' x SHALLOW'MAR§H ZONE INSPECTED FOR WSHOU T, �,�i�� IIED OUT PLAN7S, WILL B`r_ ACED. 7, 9. A UITABLE STAND, OF 'NE LAND PLAN WfiLL BE E, TABLISHED W1 20' RIPRAP-LINED OUTLL 'EMERGENCY SPILLWAY a� K40 THS OF PLANTjp,,I(�,�A; SURVIVAL RATE MEETS THIS r SUP J BJECTIVE PI EM IN At..PLANTINGS WILL BE PROVIHO AS NEEDED 4t I ....... 'TO MEET THIS CRITEF?1A IS IN TR(16TMAVETLAND,"OU I LIL --------------- '10 THE SPECIFIED RIALS MAY.BE OBTAINED -RON 1 A NY T M,ATE 'RVATIO RIPRAP ENERGY:DISSIPATOR NURSERY11: rt"'CLUDING� COASTAL NURSE�Y 50,67 TOP OF DAM, X I R x CONNER5:DR' ItbE�TON, NC :27931, 4B2-�7,07� 4 A,) ALLOW M SH Z TOPSOIL�SPECIFICATION8 'ONSTRUCTED. WETLAND ZHELF TOPSOIL, TO BE, A0bEb TO TOP OF C ____,�DEEP MARSH ZONE T 'SUITABLE FOR GROWTH OF SELECTED Zu-, �RAP-LINEU CY'SPILLWA IF ATIVE SOILS AR �NO N CONSTRUMED WETLA 0 #2 PLANT 'SPECIES� TRASH RACK MAL WATER U FACE 7"SW RACK CE O.C. P V: 41.0*1=DVETLAND_-&4 NOR CONSTRV ERMNISIENT POOL- ELE LL 'MIX #5 RE13AR SPACE[> 4 EE OF Tf -BR ItD,� FIR SH, AND� DC NORMAL. WATER SURFACE' R LXR-C 24" CP UNCOW6tb� �ANb �Vbib ,2 AND VOODY PERMANENT POOL ELEV.. 59.0 OUTLET BARREL :24' RCO QVTLET BAR MATERIAL (>3 INCHES).� �30*:RCP 30' RCP OUTLET BARREL �OUTLET BARREL h(0'-I'-belo',, -ermaneitt Do TOPSOIL sH.ALL,MEET THE FOLI OWING SPECIFICATIONS: :Shall' Ma 01) VCR 8 EL 42.5V WEIR B�EL 40.5V ame: lical T. 5-87.� Size QtMnti Cortwwnts� REN 'tF 9 9 L h)",, 219 Sta erVO.C.Ingroups:of7- A�EL iZOV 9 -rr g �0.c.in groups of 7 WER A EL 40.0' A U' Lg'fl 7 cu.1riph) 219 Stad er-.2� PH: 5�0,r CK 6461'w, ed Pool, 219 Stagger 2',O.C.in groups of 7 2, j*, SPACED 4 0 �7 aururop nup :g�Plug'(5-7cd Inch) 219 log er 2':O.C,in group -�9 14' IN THE EVENTjHT SELECTED, TOPSOIL D 0 E5 NOT MEET Lizard'Tal L' 9 s:!Df7 TRASH RACK 1. 1 11 11 "1 — I I 1 1 1 1 t I I I I I - LL 7� -ION #5 REBAR SPAM 4' D.C.7;u�inch) 21,9 f TION LISTED S ft v, SPECIF1 A gger.2'0.C.in groups of7 ABOVE,, SOIL CAN' :BE AMENDED �B) �ADDil U_ 1.1- F :303, Stagger 2',=in roups.'of7 9 C14,�3) RISER,,,, , to V400' 66 Vx5� REINFORCED'CONCRETE C Ch L 6 (5,-7 U-ih 303 Stagger2�0.C.in groups�07-9 ORIFICE IN rU RISER BOX(AST�k: TOPSOIL,. AREA SHOULD -BE LIGHTUY MRCE wv 39.00, REIN! UPON PLA NNT 0 RISER B ju Stagger 2'O.C.in groups'07-9.''SM2 03,ickj 9 5�7.6U,Inch) ox (As*, C TE J.O;L�EN:SURE STABI,UZATION'' QMPAC 2 MATERIAL.- CONCRETE� 5xV REINFORCED 7-,,cu'inch) 5 StaggerZ0TFg'r'oUps,,' f7 RISER BOX (ASTM C1433 (5 4 FT OER CONSTROU 7,cu,,Jnch) ggdr2'0.C,in groups��6 EXC NEIRA�FICKNG OF E IED AR AS:SHOULD: 'BE IDED Weet FIjg Apo Sta gafL2'.0.0n,griDups-' f5 S h) FT 9 4 fT Arro WrAmM Pejtanqra��,('g!411 4g:PI4(5,�4,cuJnCh) :20,- Stagger 2'O.C.in groups,,01`5 T 6.0` PV.C'SCH. 40�PIPE VA SYT 24:* RCP RESAR-SPACED '45 DEG:�BEND, DRILL 3.0' ��B& 12 P� t MP 6.0, PVC SCH' PIPE MTH WVR;B a- 42.51Y 7 _IMQM DEPTH rd ta' F HOLE IN:CAPPED END Lg StaggerVO.C,in grdup,.�Of5 45 DEC BENM DRILL 3,0' �FT I TRASH RACK S� CIP T�L HOLE IN CAP�CD:END Lizard7ail'L U L .5�7��inch) Stagger2'0.C.in grou L WJR'B EL 40.W REB a- 42'0V I'Lplug_ CUL in 20: Stagger 2'0.C.In group6;bf5 V Duck L 5 7 ch _7 _�tagger2'O.C.in_gmups of7-9 .0 inch) 0 WR'A-EL 40.0d 440'� StaggerTO.C. ncin groups) ORIFICE INV 41.00 ft M,4,�: S on tederio"bordatat Lg Pit! 5 1 cu,.inch) 440 Stagger 2*0 7 2e C.in group%s -9 OUnrSARR Lizard Tai I aUrurus,cenU 'Ptug 7 U.Jnch) RCP 440, Stagger2'0�Gjn groups of7-9 LO P 1 0 C, Ur -tru OWLET BARR a ittarlaja� A4 Stagger 2'0,C,in grou�PS 9 ' S ltj§(5 ch) N OURET NV 40�W L 'en arsh perimn t pool) ze 1h) _T 1?4v mw Siie Co L Otiantilt rnm nts Jont�qUtd 1;2:a Stagger 61 0 G.in groups_of 7-9� PVC,SCH. 4,DLPIPIE,�)MTH Gi Lg Plug(5_7r f in 4& 6 0* it tU =1 451 b4iLL a;** 3, terWilov P LgLPIUg(5 7 32T, Stagger6'0.0 )EO SENb,r D6 d on W L�C4 g Plug(5 - 1 n g ro U rS f"7r �qL ih)� ____ HOLE CAP 7 CU.r j FRONT 2,DS B nb __h" arnipus�o 327�: 616—PVC SCH. 40 PIPEVATH P eL Us Stagger 6'O.C.in groups of I I r III 45'DE� SEND. DRILLL:3'0" Z, '39, L L,STLR '41 Ir ce El ft Miliace Plug 5-7�mjnch) 272 Stagger 6'0 C.in grops o,17 HUE�INCAPPED END CIII Ch)L D6eodon ve *cIl groups ofl 9 Tq Plug 5r-7 W.,In Stagger 6'0,C,In -A UCTURE'. #2 OVERFLOW WL :Plug,(5 N,6 t j SCGIre ir A Lon th Q a an USr I n 7 cu."Inch I 272r le jStagger6'O�C.in groups,01, 8- WETLAND #1_nent (4�+ belowpe 0, N6tL tb le weir A 42 Co , N JZ0 L S, Q M Ap Y ZONE 'A�[�'L 'Plug 5 OUTLET ZONE eir B N A M t g"Plug 5- 75, S_taggerW O.C.in group$of 7--,9 SHALLOA MARSH ZONE Z,ON D�%t�,.,FH r : ,8 FROM 8 BELOW PERMANENT lk 0 " 8 N 'd I Plug 5-7 cu,, tagger WO.C.it!groups qf7 9" BELOW (DEPrTHL gth h r, ,a#.:apcua S.'L;.:,' 'r "75r' S FIR FbIl ..e pl, ch) (VAR'E' FROV 0 E POOL) N N L of7 peftlatus PERMA, ENT POOL) BELQ� Weir B E levatin.. L ,4 -7 cu in Stagger 6'O.C.in groups 4 42.5 P Plug 5 c S fuph iwlug(5--1 ru.inch) 0 Stagger 6 O.G.in groups f7_w 9 5L S �,O:Plug 5- 6!04.1wg e ikeru roupg of7-9 E7AJ arts 7 cu�inch) 7 ta CUT &I AN PERMANENTL gen COVERING AROUND r rt�dweecl' Potarn�o Pl''g 5-7 CU.,inch) 7��r tagger6 O.C.ingroupsrbJI7 PLA nNG D L S Nu D.C.in groups'rof7r_�q 4�!yg(5--7 CU.406h) SO Stagger 6' Ph NOT TO WALE ROOTS i B U CU 20 -S I" Eie �Lg,plu cu; Stagger 61 O�C.16 grou 9 F 3 Oeole p rus .9 0 ps ofT� ML e� StaggerV OL.in gf.OUP!;Lof,7-9 Ll I _'o 10 llatqs� ��ug + + Stagger 6' in groupsof7_9r: IN STALL PLANTS, 5r ock L nc71 1 Eil I ED T 1= '"Hway Ele P AMENDED TOPSOIL N h 43� up 7 cv _41 .50 �p j I I Stagger 6 In groups of 7-4,: �L I +K �Spikerusk Eleoc anS,� 5-7 t An W1 FB�3� ERE CkbW + + + 4; + + MIN, 12 IN DEPTH I ch 1 1 , Z. + 9Q L 9:.�1 1 L , L + + + 43 4:5 -Plug 5-77,w O.C.in gro"" WITHr SIL eed__ Potjrn "frbji8tu 1 + + T66& ups of7 > 18" + + + + WIDTH VARIES + nchSURFACE + + + + + + 150, taggerb'U.C.in groups df7 + + + + + + + + + 5, MJK� eS jl�eru 4 Stagger 6'O.-C.in groups of 7 w,9 + + + EXISTING SOIL D NES QUT NeCil P Plug(5L41'7 Cu inch) 150� + 'WETLAND a + + 5-7,0U,inch) --FT CONSTRU" 1150 6'ro in groups of7 PI -CU4,inth) StaiggerIS'O.C.In groups of7 NOT TO SCALIE phat lute g�L' Ug(5-7 4� g Plug 7� er,6'LO.CL in groups:of7,� H R EA Hr ZONE OUT�2 L Eleochaft,-Aci 90�� tagg HE PLANTINGL;,t', -T VEGETATE ZONES AS SPECIFIED T ETER gor ROOT bIAM �Poh# Bed Pblarno rtol, Lg,Plug(5 cu.jhch r f.StLa ger 61 O.C.in,groups Of 7;,,9 E OL 1 57,�j bLEP�MARSH 35% 2.L APPROXIMT, 7. OF EACH ZONE: OREBAY MIN 5' MIN SHALLOW MARSH 35% SEAL A 07 JAN 11 S ON 71r`YQTA D -AL STEVEN M& �5972-0001 z C HORZC I AL� FZ 1 2 T 3 4 N NEW BERN H V j N_ MCI<al&CREED 0 E0Sf III Suite 200 "C ��RAc 28207 arlotte- CL, C H ECK E.25 :17 EALL N ACKSON I LLEIII"� 24.3 No h Fron t Street Ch PL�704.3155.31 60 C> Wilm ingtqn North Carolina 28401 g 'R AM www.0 co Phon (9,10)34,3-1048 Fa x: (�1'0)251—8282 mkin nstruction.com WE', 6_ AA00026 7 �A CONSTRrUCTED �TLA C "0 T RL IL B DATE WWW.ML ' S FOR Lr B c.k.1mcl-eed.com RCM S[O N S: AND D ETA I D Of M PIPE�Wl ' ..............L" ............ ---------