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Home My WebLink AboutNCC231779_Site Plan or Location Map_20230613 \ 1 BUILT UPON AREA SUMMARY _ Y $F I A° \ \ / NOTES PROPERTY 2,598,790 59.66 \ J THOMAS ENGINEERING, INC. / 1. PROJECT'JET'IS A PROPOSED CONSTRUCTION PROJECT AT THE CARGILL- JURISDICTIONAL SURFACE WATERS LOCATED ON PROPERTY 17,000 0.39 NORTH FAVETTEVILLE PLANT.THIS PROJECT WILL INCLUDE INSTALLATION OF A NEW \ \\ \ \ PROCESS BUILDING(WITH A THAT CIVIL ENGINEERING & PLANNING EXISTING B.U.A. 788,230 18.10 / TRUCKS LOADED WITH RAW MATERIAL.OTHER PROCESS EQUIPMENT TO BE PROJECT AREA PROPERTY MINUS JD WATERS AND EX.B.U.A.) INSTALLED AS PART OF PROJECT]ET INCLUDES:A TRANSFER CONVEYOR WI ( 1,793,560 41.17 \ \ BRIDGE,TRUCK SCALE,CONTROL ROOM,DUST COLLECTION,AND ACCESS (CALCULATION PER ISA NCAC 02H.1003(i)(b)) / \ STAIRS/PLATFORMS. (SEE SHEET 4 FOR LOCATIONS). EXISTING B.U.A.TO BE REMOVED BY PROJECT JET 5,270 0.12 2. EXISTING'BASE'INFORMATION SHOWN ON THESE CONSTRUCTION PLANS I$ 143 Charlotte Avenue,Suite 104 NEW B.U.A.ADDED(ORIGINAL 2015 PERMIT) 83,480 1.92 \ / 100 0 50 100 200 DERIVED FROM SURVEY INFORMATION PROVIDED BY CARGILL. THIS'BASE' Sanford,North Carolina 27330 B.U.A.ADDED WITHN-S ROADWAY AND TRUCK QUEUE PROJEC T / \ \ .. INFORMATION SHOWN REPRESENTS A COLLABORATION OF SURVEYS FROM (919)777-6010 phone 246,190 5.65 (MODIFICATION#1 TO2015 PERMIT N/F ARIOUS DATES.SURVEYS ARE ON NAD 83 AND NAVD 88 DATUMS. FOR CLARITY, B.U.A.NET)ADDED WITH PROJECT WOLEPACK JOHN B SMITH, JR, OT ALL SURVEY INFORMATION PROVIDED BY CARGILL IS SHOWN ON THESE www.jthomasengineering.com 45,850 1.05 I SCALE:1' =100' (MODIFICATION F2 TO 2015 PERMIT) CURTIS B & SUELLEN S CARTER LANS.THE CONTRACTOR IS URGED TO REVIEW ALL AVAILABLE SURVEY DATA license no.C-3389 N 80'S2'4"C ROVIDED BY CARGILL PRIOR TO BEGINNING WORK. NO FIELD SURVEY HAS BEEN NEW B.U.A.ADDED WITH PROJECT JET 4,810 0.11 TRUSTEES --- \ 39.19' -�- LINE TABLE ONDUCTED BY J THOMAS ENGINEERING FOR THE PREPARATION OF THESE \ TOT=B.UA.ADDED UNDER PERMIT(B.U.A.ADDED-EXISTING 0448-67-8942 \ ONSTRUCTION PLANS. B.U.A REMOVED) 375,060 8.61 1 Cb LINE BEARING DISTANCE -- __ %B.U.A.(0 0 i AL B.U.A.-E(IS1 ING B.U.A.IO BE REMOVED)) L14 505'29'26"W 15.87 - DIVIDED BY(PROJECT AREA)) 20.9% 3. °ORDINATE THESE DRAWINGS WITH THE LATEST DRAWINGS OF BEAN L15 505'29'26"W 15.00' OADING IMPROVEMENTS,STRUCTURES AND MACHINERY PACKAGE'PREPARED BY `"_ - Z L15A SOS'29'26"W 16.75' AA ENGINEERING,PLANNING,AND DESIGN SERVICES. - _ '., L16 N76'22'S1"E 107.05' 4. ROPOSED LIMIT OF DISTURBANCE IS ONE(1)ACRE.A NCDEQ LAND �'. `" - CVS7ER /{1/E SR 1 723 60- �- _ _ O \ L18 513'37 09"E 30.00' ISTURBANCE(EROSION CONTROL)PERMIT IS REQUIRED. • " --- w i CJ \ 5. O JURISDICTIONAL WATERS TO BE IMPACTED BY THIS PROJECT. \ \ \ 6. E TN CTON(IERVI AA RS WH j 1, HIHER S PR ISOJAECT.E ANDE AMENDMENTREASEOF BUIL TO THE-UP NCDEQMP PHASEOUS)2 STORMWATERREPOPO PEREDMITIT 4 O o OR THIS FACILITY I$THEREFORE NOT REQUIRED. \ \ 7. EMOLITIONED ITEMS TO BE DISPOSED IN ACCORDANCE WITH LOCAL L17 EQUIREMENTS. i 5 L18 111# \ \ 8. ONTRACTOR SHALL NOT REMOVE EXISTING TREES ILANDSCAPING UNLESS A t - - I - - - -- PROFESSIONAL ENGINEER'S SEAL f ONFLICT WITH NEW CONSTRUCTION AND APPROVED BY THE OWNER. / N/F SOS'29'26"W 1 , \ 9. WNER RESPONSIBLE FOR OBTAINING TEMPORARY CONSTRUCTION EASEMENT JOHN B SMITH, JR, $10'46'34"E 121.05' \ (OR AGREEMENT(FROM ADJACENT PROPERTY OWNER(S)FOR ANY WORK THAT I CURTIS B Sc SUELLEN S CARTER 26' `L• ' N. MAY BE REQUIRED ON PRIVATE I PUBLIC PROPERTY(S). I i TRUSTEES 514'47'54'E Ilksr\ \ 0. UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. 0448-67-8942 I 66.95' ADDITIONAL UTILITIES MAY BE PRESENT WITHIN THE WORK AREA.CONTRACTOR -_ 1\ \ TO LOCATE ALL UTILITIES PRIOR TO BEGINNING WORK. I I HARMON LF KI VETT \_ '3' 103'2930"E • \ ° 11. CONTRACTOR TO CONTACT POWER COMPANY WHEN EXCAVATING WITHIN 15'OF Q Q 0448-68-8507 O ' I - 1 , \a \ THEIR POWER POLES. 7 L �G,T '-.�1 L '1 \\ 12. CONTRACTOR TO REVIEW SITE ACCESS,MATERIAL STORAGE,AND STAGING I I "I- / / 1 1 0 \ \ AREAS WITH OWNER PRIOR TO BEGINNING WORK SO TO MINIMIZE INTERFERENCE F- / __ \`I °�C (J•1 4..°� \ WITH PLANT OPERATIONS. �O/ I 'V°�E P ,�00 -sx'5. F.F. ` / /FEMA 100LPIN R\ \ 1 we \ \\ 13. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THESE PLANS WITH ACTUAL Ce - / r NNQ- / / FLOODP 'O FIELD CONDITIONS. NOTIFY THE ENGINEER OF ANY DISCREPANCIES FOUND. I 3 \ 0 L_- / : q•4�. 14. SITE LIGHTING DESIGN BY OTHERS. Ct p <<.532'44'17"E $'L OS 0' ` i m 'S ? ��- ' V/k 85 82 °i�°`(+ l / I 1S. STRUCTURAL ENGINEERING FOR ANY PROPOSED STRUCTURES BY OTHERS. T -^ \!^ \ 16. CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS(EXCEPT AREAS Z I.-.11 C IJ 511'51 28'E ,, p. // I J Vi SPECIFIED TO BE PLANTED WITH SOD)UPON COMPLETION OF CONSTRUCTION, �N/ W LLI 513'25'42'E 206.17 __. ,,y092. 6',_' \ \ /\ • .4 \ SPECIES SHALL BE SIMILAR TO EXISTING GRASS ON-SITE. 1.1. W I- 25.14' ` I 3� j- \ I . • 17. CONCRETE PAVEMENT SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF4,000 a O Z 507'19'36'W 1-/.mil , - - 50-°'39 j %O % O1‘ , PSI,UNLESS SPECIFIED OTHERWISE. DESIGN FOR CONCRETE PADS SUPPORTING W J 526'03'45'E \ • Z Q 84.71' I 150 29. S11'S1 28"E ,-_2Z'' j •OOO��O \ \ PROPOSED BUILDIN /Q PMENT BV OTHERS. J i-"`. _ ,_ OF op,PIE BRANCH �- ONG CIL i ' O 1 _ o \ \ � W > Zri lam Q i ,\60 JURISDICTIONAL WETLANDS - I- I of - \�.....--- , A • * \ \‘‘ \ cc LU � •\\� lh,� cc F - SQC°e ' ' \• \ \ \ a u o I_ A" 513'06'2'E 141.6 / / i'� _ •j" PARKING 1, . ***NO ' \ . \ \ Ct 13 \ LI. Z � EXISTING EMPLOYEE • __--,-- ,,01, .*-.. , -•\7.,„:„ \ , 0 _ _ 9.-iii-................. . ....... - ,. _.1...:.• \4\ \\ \\\\‘ LU CO i N � " 111, E \ EXISTING OFFICE AND N rva \ N-B ROADWAY AND TRUCK QUEUE PROJECT MAINTENANCE BLDG -•• • ' 6jj \ \ U y / \ (PREVIOUSLY APPROVED) !1 ¶tt I'M M ,• ,,,,,,,...... . \ LZ _ % ..,,, 2 III • • 4 /4'' ' ''' e.., 4, \V\ 4111111p /�"_®®�®�®0®cam••=O��_,•" �_ ImEmIlliMEN `yj REVISIONS O. ilit - _- // - JURISDICTIONAL DITCH \ MENTS i ❑ 27 SEP 2022:CUMBERLAND CO.SUBMITTAL COM u ,__. FROM SUBMITTAL 1.ADDED PROJECT AREA TO ----- �,^ •`� ;/ 7 \ v°°iis _ \ \ DEMARCATE LIMITS OF PROJECT WOLFPACK 0 I t...s. Z 7P 19 OR 2022: ISSUED FOR CONSTRUCTION I N00'35'47"E 534.87 \,;, • • I / ❑ y CARGILL INCORPORATED II \-',,,, mEC \V l541 ♦�� 0448-68-0915 �n :;A;FP.R7D7 I1F \ of I I m -2a O , I I / & \0 III \�02 o OI ♦\\ZpI I /PROJEC \ O \� II I / JET r1W1 , \ I - ,q] �I1I�III \ JI R N/F I 1 'WA I / U GILBER44MITH FA411�Y, LLC w o I \� /T; �� I� \ \ 6w 0 8 68 0 \ �''°"i ISSUED FOR w a \ CONSTRUCTION " I 1 N ---10 FUTURE ROAD R1W_._---- -- -- - - - - y - Scale. \ E I 1 9 W 376.72 �� NO'26 0 W ,n,4y^ • A • Drawn by: o' _.__._-.__._ p W 06.49 N7. • 1" / N _'_- 15.28' E TOM _.__._-----------'-- -_-_3 8.81 NOT'13'27• MIDDLE ROAD SCALE BAR JRT � - - - - - -` _ _ _ - - _ - - _ _ _ SEES ' NO2'S1'39"W �,E. RIVER ROAD SR 1714 VARIABLE R/W e 3' - Sheet: Designed by: 0 - JRT o _ - - - - 1 - - N0133'25"W '2 - - - 142N01 43' Reviewed by: .8 R=2494.28' v L=140.26' 2 of JRT j CHORD N1°10'39"E Project Number: Date: 6 14024 il 3'13'19" 21-015 04 MAY 2022 ' II"