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HomeMy WebLinkAboutSW8090118_HISTORICAL FILE_20090302 (2)STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 01 l 4s DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 20001 0302 YYYYMMDD �� OF �F2�i F ��� F 19 ] AT, �Ap'' TOWN of BELVILLE Incorporated 1977 497 Olde Waterford Way, Suite 205 Telephone (910) 371-2456 Belville, NC 28451 Fax (910) 371-2474 March 2, 2009 Certification of Receipt N.C. Department of Environment and Natural Resources 127 Cardinal Drive Extension Wilmington, NC 28405 Subject: Preliminary Plat and Site Plan — K.E. Austin Corporation — Poole Road Commercial Park - Belville, NC Date Received by Mail: 4 QCL�(� aD-1 ,ewe 00.0W$ Received by: I" ti�SO Received: (1) Preliminary Plat and Site Plan Received by the Town of Belville 2/27/2009 @TOWN of BELVILLE 497 Olde Waterford Way, Suite 205 Belville, NC 28451 March 2, 2009 N.C. Department of Environment and Natural Resources 127 Cardinal Drive Extension Wilmington, NC 28405 Incorporated 1977 Telephone (910) 371-2456 Fax (910) 371-2474 Subject: Preliminary Plat and Site Plan K.E. Austin Corporation — Poole Road Commercial Park Belville, NC To Whom It May Concern, In accordance with the Subdivision Ordinance in the Town of Belville, attached please find for your review and comment the Preliminary Plat and Site Plan for K.E. Austin Corporation — Poole Road Commercial Park to be located at 170 Poole Road in Belville. The request for approval of the subdivision plan by the Town of Belville is pending the receipt of all required permits (Federal, State, and Local) and the receipt of any other review comments from select agencies. Should you have any comments you wish to provide to the Town of Belville, please forward them before Wednesday, March 11, 2009 to: Chris Sammons Subdivision Administrator/Im. Town Manager Town of Belville 497 Olde Waterford Way, Suite 205 Belville, NC 28451 8y. M:�o 4 200g Please contact me at (910)371-2456, if you have any further questions. Respectfully Submitted, Chris Sammons Subdivision Administrator/Int. Town Manager Town of Belville Enclosures: (1) Preliminary Plat and Site Plan dated 2/27/09 Coastal Land Design Received by the Town of Belville 2/27/09 L------------- NORTH = BRUNSWICK SANITARY DISTRICT PUMP I STATION X EXISTING MH - RIM: _eAz _ EXIST. IS"� CMP ---'-ice ,'N;T NRDM.aSTER LIST LICOVONE S'tiATERFO \ %' SEC-_. PH-2. ! SEC-'_, PH-2- RESIDENTIAL ASSOC. LOT IU LOT 11 1 DB 7 _(16. ; , L DB 27 IS ! DB 2142 PC, 0] 76 �\ PT, ui45 ! • . PG' U:4c ZONING- LE-R-6 l .` ZONING LE-R-6 ! ZONING LE-R-6 , I -Ir!ST,.NG .:A I ER METER �' ! WATERFORD OF THE CAROLINAS N;F ILAM N•F I SEC IC,PTI-2, l? F ! ME ! NSF SAL.DLTTI LOT 86 DB 48? PALMFER i PALMER ; MEADOWS V'IETS ' I JOHNSON ,� SEC ", PH , H PG 1068 - SEC-2. PH _. , SEC-1 YH-'. -\ i SEC-2 PH-2, H SLC-2, PH-2. H SEC-2, PH 2, LOT /„ , ZONING LE-R� LOT L' LOT 13 � LOT 14 ! LOT 15 ! LOT I6 99 \ DB _4_-. ! DB 21`49 I DB 2048 ; DB 2-3j DB 2127 DB 2100 `, PG 1016 I PG 0604 ` PG Ub06 ' , PG 0556 ' t PG 0823 ! PG UU L'_ - \ ZONING LE-R-6 ! /� i ZONING LE-R-6 ! ZONING LE-R-6 ! ZONING LE-R-6 ! ZONING LE-R-6 ! ZONING LE-R-6 i ! . , , , , , N89-44'47-� 1534.80- (TOTAL) \ i/ __ ,4 Il D-Vtl i LO I I J 111 l Ott PI:OI'OSEll S101.11U1L41A IiC\ 5 �B_J PROFILE ON SPIFFY 1) ` i (SEE 1 - PROPOSED STORMDRAIN RUN 67 • N89 48' 5"170 69 N 9.48' E'170- 1 iSFE PROFILE FILE ON SHEET 2) Q' \ Z `--PROPOSED STORMDRALN _ 1 � >C) O RUN - OUTLET (SEE CB-7 1 �STORYIE CB-6 ! PROFILE ONSHF.F.T'_3 i � ! I LXNTtT Ye9SS ! 0. SEI'ti I oVIA 001 I! �.. RELOCATE DITCH INSIDE _ al a- - �!-- -- - _� - LOT .� WISI ERLA %kAY R.V.W. ! 'I - '_ _ , i WI N, w ✓ - - ac. 0 LOT 7 LOT 6 �W o _ 1.00 ac. 1.00 ac. ! o! 1 °! • ! IU` I'TILITA.. I t.ANDSt APE, i:A'SEN _'d-1 7 OF104 NISTLIUA M%AY - •" t k (MIR 10 PG :59) ! ! ! ! 1 I FUTURE WATER i E' rFUTURE SE1V•ER , , tSFRVIC LSTENSiO'.S , i Fi T P.E SEVI EK 3 {( SERVICE EXTENSION ! 7t! _._- ..._________ ! SERVICE EXTENSIONS _ __—___ _________ ______ _J !L_______ _________ ________ _ ____ _ ____ _____ I 1 II t N89'48'05"E 170.67' N89°4e05"E 170 69' 1 N89`48'05'E 269.72' \4;1II-:RF.iNTE lot E„A 4" RCP, .�X15T7Nf:.i!"GRAVITY�SEV<-TTt 4ESEWER i_Rv'E RE EXISTIN{,MH �•... SEWER RIM 25.19 SEW EXISTINf1'.it-I 1 , SERVICE 1NY : 18?p SERVICE EXTENSIONS EXISTING MH Ri M: 22�^ 1 v i W , 1: �£=XTENSION Rjkj INV: 1935 1NV:.3 INV.: 1;.31 � ! , 1 i ? t W > LEXISTIN(, R.O.W. C) 1 i O 00 , ; I PROPOSED STORM DRAIN RL-N 4 .-- (SEE PROFILE ON SHEET 2) STORMDRAIN - EASE1F.NT(TYPi FUTURE WATER SFRVICF. EXTENSIONS EXISTPI{, S.D. LOT 4 2.00 ac. V:F N-F N4 i N%F i NT N(F NSF NSF ` POWELL 1 HALLIDAY ! AVERA I UPTON I LAKATOS 1 BENOIT I WILKINSON I COVINGTON SLC IC PH-2, ! SLC iC, P11--2, ! SLC-IC PSI-_, SLC IC-, PD-2, ' SEC_t B PIZ-? ! SEC- IB, P11 ?_ 1 SECA B, PH-2, i SEC-i$ 1`14-2, LOT 85 LOT 84 LOT 83 LOT €2 LOT 5 ; LOT 54 LOT 53 LOT 52 DB 2454 I DB 2232 ! DB 2551 I DB 2582 ! DB 2640 ; DB 2''',U'' I DB 2630 ! OB 2651 PG 1141 ! PG 1384 ! PG 1263 ! PG 1092 ! PG 0763 ! PG 1148 ! P{i i)783 ! PG 1113 ZONING LE-R-6 1,ZONING LE-R4,, 1 ZONING LE-R-6IZONING LE-R-6 !ZONING LE-R-61ZONING LE-R-6IZONIN{i i_E-R-6 1,70N'ING LE-R-6 20' LANDSCAPEIBUFFER I i `-PROPOSED STORMDRAIN RUN i-3 lSEE PROFILE ON SHEET 2) LOT 3 2.00 ac. , I , I i 1 ; , ! ! SERVICE EXTENSION'S -- - ____--- -- ------------ EY WATERLINE TEL AND VAI VE N8904805 E 21800' 11 .. EXISTING S.0 =M EXISTING LOT LINE STORNIDII41N EASE iE i'T,Ti I - �'" -- _ -.. EX_ =6 RCP STOR.VIt�AtsN -21` EXISTING S.D. BOX • TING S- ;AVI I"EWER LINE _._.-. FL IURE ..,.' R.Ci.VV. • - ,. .. _.. ,.. ....._ KITER TRENi ____ EXISTING\ MIU_ STRUC'IL_RE LSJSTLNGBt" -_ GRAVITY SEWER LINE -- •••••...... REM: 2577 ER 1*.l•-_'O.q? SERVICE X SERVICE L_XTEti3iONS EXTENSIONS �INTERF€PENd; _1 INN.. 2-1-.46 T - SITE NOTES: Z ! 1. BRUNSWICK COUNTY TAX PARCEL �t ! NUMBERS 0470003608 AND 0470003609 Ln 3 2. DEED BOOK 2720 PAGE 340 +I I 1 3. SUBJECT PROPERTY IS 14.1 ACRES T. 4. SUBJECT PROPERTY IS ZONED I N GRAPHIC SCALE 60 0 W 60 120 ( IN FEET ) 1 inch = 60 ft 5. 6. 7. 8_ 9. 1©. 11. 12. 13. 14. 15. 16. 17. (INDUSTRIAL) SUBJECT PROPERTY IS WOODED ZONING DATA PROVIDED BY THE BRUNSWICK COUNTY GIS, CURRENT AS OF JANUARY 1, 2009 7 LOTS PROPOSED AS PART OF SUBDIVISION SETBACKS FRONT 25' REAR 10, SIDE 10' CORNER SIDE 12.5' WATER AND SEWER TO BE PROVIDED BY NORTH BRUNSWICK SANITARY DISTRICT WATER AND SEWER LINES ARE EXISTING IN FRONT OF THE SUBJECT PROPERTY UTILITY SERVICES TO BE INSTALLED AS PART OF INDIVIDUAL SITE PLAN APPROVAL. THIS WILL INCLUDE THE INTERFERENCE STRUCTURES AS NEEDED ALL RIGHT-OF-WAYS SHOWN ON THE PLAN ARE EXISTING, NO NEW ROADS ARE PROPOSED FLOOD ZONE X. PANEL 2197 SURVEY PROVIDED BY GARRASON SURVEYING, PC. 810 BLUEBIRD LANE, WILMINGTON, NC 28409 910-791-165T ADDITIONAL TOPOGRAPHIC INFORMATION PROVIDED BY THOMPSON AND COMPANY, 5707 MARKET STREET, WILMINGTON, NC 28405 910-791-2733 PROFILES BASED ON MEAN SEA LEVEL. RECEIVING WATERS: C; Sw 18-77-3. NO WETLANDS ON SITE. NOW OR FORMERLY cXi � 41 HOLDINGS, I_LC LOT-1, SEC H HON-3 DR 206, PG 0339 "ZONING LE-R-6 STORM Fn SEATR " MEANHOLL NOW OR FOR M FR ICY DHP, LLC LOT-1, SECTION-2 (� DB 1929, PG 1312 ZONING LE-C 2) C:) 0 LOT 1 y~il , 2.00 ac. , , I ! i NOW OR FORMERLY EX`U,M HOLDINGS, LLC LOT-=, SECTIONN-2 DB 2496, PG 0339 ! ZONING LE-C-2 ' EL i URE SF%vFR FUTURE i�. ,A I ER i SERVICL E\FLNISIONS SERVICE EXTENSION �• —____ _ __ -_ ____ - ERN I N89 48 05'E 218 UO' �T E TR�iSEb,x - -. - EX.Ix"HOPE -- ..---__.__- HYU F L'T RE ✓ G I nNT£RFERE4CF ES 36"RCP STORMDRAIN S�iRLCTLRE ` FUTURE SEWER EXISTING 8" GRAN SERVICE EXTFN,SIONS EXISTING CENTERLRVt EXISTING S.D. BOX _—_____ ____________- EXISTING R.O.R'. EX. OR] VEWAY (T 17'.) SEWER LP iE...............................o........�.®a. f>n!'af 0 4 2003 PRELIMINARY DESIGN FOR MUNICIPAL REVIEW ONLY NzM Leland, A��� !North Carolina ;r Vicinitv Mar) - N.T.S. LEGEND EXIST_ PROPERTY BOUNDARY - — EXIST, ADJOINING PROPERTY PRO. LOTLINE EXIST./PRO. EASEMENTS PRO. LOT SETBACKS tXIST. PH YG'M'EIV 1 EXIST. GRAVITY SEWER LINE EXIST. WATER LINE STORMDRAIN -- - -— ROAD CENTERLINE EXIST. CONTOURS PRO. CONTOURS = FUTURE SEWER SERVICE FUTURE WATER SERVICE CB-1 STORMDRAIN LABEL Owner K E Austin Corp 3301 Burnt Mill Dr. Wilmington, NC 2$403 910-762-4700 Coastal Land Design. PLLc Civ1 Bogl+»eing / Lame Ado t Carmen Md�e� P,OJMK 1172 Phone: 910-254-9333 WRmhob^NiC28M Fac910-254-0M www.CoastalLandDesign.net DRAVN : F. BRAXTON PROJECT NUMBER 280-01 DESIGN L CARMINE CHECK: J. PETROFF SCALE : V = 60' APPROVED : J. CARMINE DATE : 27-FEB-2009 FlLE NAME : (K.E. Austin Tract) Site Plan SHEET NUMBER 1 of 2 34 --- - 34 32 �= ri 30 3U '-IR 28 R1G8T OF WAY 26 26 24 24 GRADS _ GRADE VARIES 1 GRADE VARIES W W V.ry-ci+CE 2_ _,. flAawAYASPHALT GRADE 0 '0 STORMDRAIN FROM STA. 16+00 TO END \ nn SEWER e 28 AND DITCH FROM STA. 10+00 TO 16+00� �Rn° i 1 J (SEE PLAN FOR SIZE AND LOCATION) LINE (SEE PLAN WATER LINE J FOR LOCATION) 16 16 (SEE PLAN FOR LOCATION) POOLS RQAD 14 14 TYPICAL CROSS SECTION IM A SOME —4 10 00 11 -00 12= 00 i 3 00 EXISTING POOLE ROAD PROFILE (STA. 10+00 - 13+00) HORIZONTAL SCALE: 1"= 50` VERTICAL SCALE: I" = 5' - - - -- - -- _ - _._ - ------ -- - -- - - -- -- --- --------- - -- -- - - --- - 34 30 30 8CE 2` b 2b NTERLINF 26 U� coo 24 74 22 22 208" Sewer Line J '0 is i8 16 16 14 14 12 12 13+1HI 14+00 15+00 16-00 17-W 18+00 19-. w 20+iH1 21-'-()0 22+ik1 23 *00 24-00 25-4H7 26-00 EXISTING POOLE ROAD PROFILE (STA. 13+00 - 26+68) HORIZONTAL SCALE: I" = 50° VERTICAL SCALE: 1"= 5` 34 --------- - --- -- +- - - - -- - - - - - --- --- ---- -- 34 34- 34 34 - -- 34 34 r-- - - - - - -- - 34 34 --- 34 - - -- - -- - _£X1sTjNG =- -- - EXISTING - - EXISTING GRADE D �! GRADE EXISTING -RASE 30 --- - ---- - - - GR.1BE _. - -- -- - - 30 311 30 30 - - 30 30 --- - -- - - - - 3U 30r - --' 30 -- - 28 ------ - --------- -- --- - ---- --- - - -- _� --- 28 '8 - - ?8 28 28 28 -- - -- - - - 78 28 -- 28 — --� - - -- - - -- - -- ---- --- - - - - - - -- - - --- -- - 1'I -6 _6 f, I26 _6 - 6 6 - - - - _ - - --- - -- - '6 -- - - r 26 26 E - ' ' -- -- 2 2 « fl26 24 74 24 1 - 2� - _ -122_ -- -- -- 0 50 I I .. 1 8 nf'_4" RrP k�i 0.50° ?2 20 Av I Zhzl rc . a= . - & , RCT fu {150°'� - 0 - - -- r - C - - - -- - ---- -- ------ - -- 'U 20 -- 20 2 � 20 '0 RCp'o, 0 2 ?0 � - -- - -- - ---- - -- 18 18 - - 18 18 --- 18 18 i s 18 - - --- 18 z z 26 Q--- ib ib I6 Ifi 6 1 -- J -- 16 16 i - - --- _ ---- ----- -- - -___� "----- ---- --- - -- 6 14 -x - R x - 1 - -� 14 14 -- iI 14 f 14 14 34 14 ; a 14 may- - -- - - 1� — ��, �_{— -- — -- - -- ---- �i"" i f v1 I'_ I' v .. i2 1? 12 I� ` M M } I I I0 00 I1-00 12-00 13+00 14=00 14+82.42 1Cv+wtl 10-40.67 Ivoo 10--40.70 1Ct UO 11,00 t?-40 1'-7=_32 10 00 10 69.25 PROFILE - PROPOSED STORM DRAIN RUN 1-3 PRO. SD RUN 4 PRO. SD RUN 5 PRO. STORM DRAIN RUN 6-7 PRO. SD RUNT - OUTLET HORIZONTAL SCALE: I" = 50' HORIZONTAL SCALE: 1" = iO' 11ORIZONT_AL SCALE: 1" = 50' HORIZONTAL SCALE: I" = 59 HORIZONTAL SCALE: I" = SY VERTICAL SCALE: 1" = V VERTICAL SCALE: I"=5" VERTICAL SCALE: I"= Y VERTICAL SCALE: 1" = 5' VERTICAL SCALE: I" = 5' Sewer Line i z � r ---EXISTING ROAD '�----- ci=N rRLINr --- -------- ----`- i E�-10" Se«cr Line,398 0.2y o i=x. iU Sewer Line ` i T o r Y. i I Sewer Inc 1. _ r� ---- --- --Aa3"A---- [x" 10" f1 N MI 1 N N 1 N 1 1 P -5(?° o !l ) d .r, 1 N Leland, North Carolina -N.T.S. PRELIMINARY DESIGN FOR MUNICIPAL REVIEW ONLY REV. REV.BY DESCRIPTION # DATE 2-27-o q Owner: K E Austin Carp 3301 Burnt Mill Dr. Wilmington, NC 28403 910-762-4700 Coastal Land Design. Pic � ckv>'tl�ecringlle.4mhmec�erc.�adiana P.O.Hx I172 Phone: 914154-9333 I 4 NC 28902 Pb= 910-254-0502 www.Coasla}LantiDesigll.net DRAHRd : E. BRAXTON PROJECT NUMBER 28D-D1 DESIGN J. CARMINE CHECK : J. PETRDFF SCALE : i' = 50' APPROVED : J. CARMINE DATE 27-EES-2009 ,,FILE NAME ���.:3■ Wit= • .0.l1 1!; :[+' a (K.E. Austin Tract) Profiles 280 -0 1 1 2 of 2