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HomeMy WebLinkAboutNCC230886_Site Plan or Location Map_20230418 Winston- offs Is an �E1"�Y Siem •Greensboro Elizabeth City* Durham *Wilson *Asheville *RALEIGH *Greenville 0 Vass *Goldsboro Vj n *Charlotte *Fayetteville Lumberton Elizabe wn *Wilmington � ERTO1�� • MEREDRMST p a u 3 FURMIW DR ° SITE T wo° ,FF 305 N. Chippewa Street �K Lumberton, NC 28358 Office: (910) 671-9530 Fax: (910) 618-0838 - Q . Q$. Email FxJST ss �� andersonengineeringpa@gmail.com VICINITY MAP Licensure #: C-0793 / SqN SFWF Ss SITE NOTES C.O. C.O. O6R� 1, TOTAL AREA: 1.30 AC. ��iZc 2. TOTAL DISTURBED AREA: 1.30 AC. 1 E EC EXIST.SSMH \ 4. LAND USE: 3.216(MIXED OFFICE USE) s PROVIDE 8"x6"TEE 6"o G.V. B p s / VJ� RIM=132.32 E UJ w/F.H. (AMERICAN DARLING / T, . `\ BLDG.FROM R/W: 40' FROST-FREE STYLE WITH A I PROP. CONC. :.::::: w FLUME \��� GN FROM R/W: 10' 5��STORZ STEAMER CONNECTION 4 1 BLD N 0 WITH CAP& (2) 2.5" NST SIDE �o S6 F�j INV.=131.50 S o, , SrJ \ 6. MAX.BUILDING HE GHT=35 FT.,PROP.BUILDING HEIGHT=27'±. FXJS DISCHARGES) JI/G T/NG Z F w CpN � „ `4Sp�q ' / �' ZOO , C. �V ELEC. BOX \ s 23(PREMIER)+15(TENANT)=38 TOTAL 0 j _ <rp 1 © WM ASK EL. P-ED_1 8. PARKING SPACES PROVIDED: 42 TOTAL L�- J G' STANDARD(9 X20). 40 1 1 Q PROVIDE RPZ WIT ACCESSIBLE(8'X20')+5'AISLE): 1 s FREEZE PROTECTION VAN ACCESSIBLE(11'X20')+5'AISLE): 1 / f PROVIDE RPZ WITH ,P ? s ENCLOSURE 9. VEHICLE ACCOMMODATION AREA: 20,253.30SF CL -.../ U Z 1 ` FREEZE PROTECTION �q N \ 20%=4 050.66/707=5.72=6 TREES REQUIRED(1.5"CALIPER AT DBH, ,�♦7"' ENCLOSURE LF n „"'�► FX/STJ 1 ` LapF TE PIED. ~ Ijs.T 8'MIN.HEIGHT) -r`, �-- 0 \ TREES PROVIDED=6 W V C, w o O3, 10. TWO EXISTING LOTS TO BE RECOMBINED TO FORM ONE LOT. O C A<k 1 f 'y/ri 11. A PORTION OF THIS PROPERTY IS DETERMINED TO BE IN THE 0.2% G � /'\ 0 Z`'' r v ! PROP. CONC. TO .. .MA (�/ k F ANNUAL CHANCE FLOOD PLAIN ACCORDING F I R.M P# 11 EXIST.TREE ss h' FLUME 3720030200K, DATED DECEMBER 6,2019. 0 0 1 j o INV.=131.82 `��'' 1 . . .... p {TYP.) 12, SURVEYED BY ENGINEERING&ASSOCIATES. W a 1 . - y W = am 1 .. _:._. Y�pR'FCO�Q...Q:.....:::.... ..-..... . .... ::..:.. 4cr: b \ M=131.29 LEGEND T SSM .....:::. ....... ....... .:::::. .:. ... .. ai.: :: :. :.::.. 1 0 ``� C. M WATER METER Q UJ Q f o... :: X : . .. ....... :::.;:. :;rt:. PROP. 16 LF OF J .... .. ....... .............. / O :::.::-:... �� a LU c, / VI _. .. . .... ,. . .... . © ..::: s� .. : �`' \Li 15 RCP Q EXIST.CLEANOUT 4ca �, / Q• ' ' :d© g,::.: ::.::.:::.: : \ S SLOPE @ 0.50% - cc G ti cn ::: . ,� \ PROP.TREE FOR SHADING. . .: 1 4 5� s� { ....... .............. . :.:.: ... Q rr�,�`r,l�\ PROP.24 LF OF 15 RCP - / PROP.CONTOUR00 S ::. . . :. Q _. . .. . cz,:: :.: . ...... gF :. \G �' SLOPE @ 0.50% EXIST. C.B. g . ...... .... ...� �\ PROVIDE :: :.. .:........:. 1 WOODBRIDGE SUBDIVISION co _ .. ... g.. S ..... .ra... ... s . : 5.. . ..__. .. : _. . :-::.:. _. `. PROP. C.B. T.C.=131.46 EXIST.CONTOURS �r "�.: d .:::. 2�....::...... ....:... :.. .. .. . . . H/C RAMP .. . . . . . .... .:...: ... . OF _ P.B.43, PG. 10 _. a . . 1 PR - .: .. ..::... . INV. - BETTER LIFE PROPERTIES LLC. C a NV.-128.76 -W PROP,WATER f� :::. ......::: ::.: JVCQ'A. 4:... 129.95 D.B. 2273, PG. 654 h �1b :... ..... .. . . . .: : SQ':::.. . S.g 4. 1 __ ._. ... ___.... ?:kd . .. . . -SS PROP.SEWER °1raovp .. ... . p t ... ... .: .:... p .. r .�:: i:.i:: - - .........:......:::: �...:.:... . . . `v . :...... C.B. :.. ..... G EXIST. C.B. _...g .. . .:.. . ........... _ - - . . _ SETBACK LINE / Z _.... = tk T.C.=131.49 „ $ 1 -:...: :..... -: :::...:. .: _9 ,... ..: 13.:.. ...:.� :..:...... . . . � T:C. 131.88 L PROPOSED 24 CONC. tip . q / a . ...:. .......:.. . .. s ................. .....::..:.; :.::: INV. IN=129.87 ::: : �S INV. IN=127.52 .... .. . . . .... .... . ............ PROP.4 X4 _ _ - P F ASPHALT GRADE CURB &GUTTER / .: O 1g. ..:.: INV. OUT=128.88 INV. OUT-127.14 ASP:134.3 PROPOSED TO O (TYP.) / SIGN ON "�. .: a , g6 ': ,� . ��`,<`+I>I .: ...... a ..- 0 BUILDING �. ^� ... .QU0... :.:::.... Ln EXIST. 12"0 CONC. PIPE Tc.=134.3 PROPOSED TOP OF CURB GRADE ,4°, / ... . .. .. . .... ... . f `, a ' (AS SHOWN ON DWGS. BY s • S< a L.L.&J. ENG. DATED 9/30/2010) rsw=134.37 PROPOSED TOP OF SIDEWALK GRADE d .•"4, S �'q'•.�Tj ; l� a c2 . o+� 1 _ _ „ EXIST HIDDEN J B. i SEAL � J --.: 'v0, / ,Q Q' .,, •' a ' • f � (AS SHOWN ON DWGS. BY FL-134.37 PROPOSED FLOW LINE GRADE 13325 ,,�,,�• �/�� PROVIDE ACCESSIBLE < PROP. INV. L.L.&J. ENG. DATED 9/30/2010) �7 Q� 1 PARKING SIGNAGE .::.:. .:: ..:.. :... o'Q °•.F PROPOSED CONC. o�q ..:..... a ....... .. . ` 1 ` . .p •;l'GIN �:. ! - a / A �. (TYP:OF 2) =128.64 ,,� PROP. 24 LF OF 15 RCP PROPOSED ASPHALT DUMPSTER PAD / . ..._._. d` m o ... . ...... ........ ........... / \ f Q cs' M / 1 PE @ 0.5010 /�Np �. WITH WOOD FENCE : ::: : :: ::: O Q' r"y I ti SLOPE \ f O PROP. 3.5 X7 / a :,:. .:!s'::.. ::. .::: ` 1 � PROP. 28 LF OF 12 0 CONC. PIPE PROPOSED HEAVY DUTY ASPHALT ornr� a a o 0 / Q 't4 vo SIGN ON 1 c�.......... .. ......: 1 / SLOPE @ 0.50% A.. �/ tL BUILDING / :a: pO, t PROP. D.I. :.0 PROPOSED CONCRETE • �/ � a ;:::... .... .. The creation of authorship contained in this drawing including ... ..... ..... a . \\ �'a �. ©\ ` �nN TOP=131.63 but not limited to all design, text, specifications and images, ti \ 4,r �? 1 Q . 5 ,`' `� 05t Ov ® are owned, except as otherwise expressly stated, by \ Q �:' 1 : 24 O / pR0?��IW Q INV.=127.92 PROPOSED SPILL-OUT CURB _.... ... O , Anderson Engineering&Associates, P.A. and are protected \ \ 1E by copyright and other intellectual property laws. This drawing ul Q r`Y "' R� cm`ti, may not be copied, reproduced, transmitted, displayed, ,V © / /Q Y P P \ / O Q © /1 Q• oI Q 1 j c3, distributed,sub-licensed,altered,utilized for other projects or ! \ otherwise used in any manner without the prior written .--- \ �% f a�J' \ °�r1 consent of Anderson Engineering &Associates, P.A., except \ \ / h `� to the extent that such use constitutes "fair use" under the IN, 1 C�':... ::..: s \ / \ Copyright Act of 1976(17 U.S.G.§107),as amended. Project \,� �^,� '�..,` ,-- �, --- "� �-- / � .� /- f *► owner may keep one un-altered permanent copy to be used \ f ; C3. ♦ for intended project use only. / EXIST. 12��0 CONC. PIPE ,►♦♦♦'� (AS SHOWN ON DWGS. BY , goc� L.L.&J. ENG. DATED 9/30/2010) 60, <� e . , ♦•♦ �N �l� l SITE PLAN EI B \\ o `\ ♦♦ .�, EXIST. HIDDEN J.B. ♦♦ CP (AS SHOWN ON DWGS. BY �, \ ~� / go PROP. 3'X3'STORM DRAINAGE BOX ISSUE DATE: 1-19-2023 1 �� !� J ♦♦to♦ WITH 45°V-NOTCH WEIR L.L.&J. ENG. DATED 9/30/2010) PROPOSED 8' HIGH---' F ~\ hC I / ♦ REASON ♦' V-NOTCH INV.=129.55 NO. DATE CITY OF LUMBERTON REVIEW - - WOOD PRIVACY FENCE qsF `` J o 19C a, ♦,�♦♦ PROPOSED TOP=131.50 c NOTES,- - - „ „ tig9° \ 3� o/ /gp.C• o_ ♦♦ TREE FOR SHADING INV.=128.06 �'v„^ �N 1 2-22-2023 NOTES,SCREEN,ftPZs,FH.,DUMPSTER,SIGNS (TYPE C SCREEN) �r \ ^� 5 Z S T �- 10 6 3g'♦♦40 014C.p`PF X (TYP. OF 6) cQ•. /�•-134 00''__yam♦ lPL - - - - -- - - - - �-'" D 18C JONATHAN DAVID EDWARDS \ - - - - - - - - - D.B. 1059, PG. 852 \ WOODBRIDGE SUBDIVISION EXIST.STORM MH P.B.43, PG. 10 - - - - - - - - RIM=134.14 DARAH, LLC. EIRB \\ D.B. 1764, PG. 269 - - - - - - - - - \ - - - - - - - - - - - - - - - - - - ,� SCALE:. 1"=20' 0 DRAWN BY: DJ \IN,.� Know what's below. a CHECKED BY: LWA \\\ Cal I before you dig. bO PROJECT NO.: 10-1923 GRAPHIC SALE CU DRAWING FILE: 1923, zo o so 20 ao so _ FILE NO.: 1923 a SHEET NO. o { IN FEET ) 1 inch = 20 ft. (Horizontal) C 101 m N a N