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HomeMy WebLinkAbout20200469 Ver 1_utility drawings_20200423 Submitted 4/7/2020 o' er 1 r 111) (s) T.I.P. NO. SHEET NO. 0- 1921 j1957 a STATE OF NORTH CAROLINA B-5639 UE-1 Head DIVISION OF HIGHWAYS 16 „ as 1 "` ON 1912 UTILITY PERMIT PLANS M 1955 J �.=rs � w 9 6 � 1 \C) 1919 B-56 , 1955 PROJECT g' DUPLIN COUNTY 1 MauellIi l''ZI 1141 o-a - 1918 -- • • • 41 LOCATION: BRIDGE NO. 36 OVER MAXWELL CREED c.,) 918 0 4 Regist r9 Xea� ON NC 11 (CLODFELTER ROAD) NA D TYPEOF RK• TILL WO U TY PERMIT DRA WII�IGS077 . ild 996 _ „_ VICINITY MAP e,sl°I 4 (NOT TO SCALE) 1111116114 5 16...._ .211111 u E_2 4 u E_3 it_ _F-, , , ,„ BEGIN BRIDGE ct END BRIDGE END TIP PROJECT B-5639 -L- POT STA. 22 + 68.75 � ,, -L- POT STA. 24 + 41 .25 -L- POT STA. 32 + 2 5 .00 BEGIN TIP PROJECT B-5639 � � � � ± ± � � � � � � � � � � � � � WD ± ± ± -L- POT STA. 14 + 0.00 WB 9 If ± ± ± ± ± ± * ± . ± ± * ± ± ± ± * + ± ± ± ± * TREGISTERN C 1 -t— ± + ± + ± ± 0 TO SR /9/2 ± ± ± ± * ± , r , , , , , , , BEGIN DETOUR B-5639 BEGIN BRIDGE END BRIDGE END DETOUR B-5639 -L DET- POC STA. 10 + 2 6 .46 -L_DET- POT STA. 17 + 91 .04 +/- -L_DET- POT STA. 19 + 61 .04 +/- -L D ET- POC STA. 2 6 + 54 . 80 -L- STA. 15 + 06 . 95 -L- STA. 31 + 32 .22 0 0 C 0 C C GRAPHIC PHI SCALES E ' 1( ` r 1 t 1 C C INDEX OF SHEETS UTILITY OWNERS ON PROJECT SEAL • " • PREPARED IN THE OFFICE OF: 50 0 50 100 (1) DUPLIN COUNTY WATER DIVISION OF HIGHWAYS 64 SHEET NO. DESCRIPTION UTILITIES ENGINEERING w itill (2) FOUR COUNTY FIBER 3 AT&T �'`� 0 SECTION w o PLANS UE-1 TITLE SHEET ( ) 7 1591 MAIL SERVICES CENTER C C C (4) CENTURYLINK �� i• cfi RALEIGH NC 2 76 9 9-15 91 50 0 50 100 UE-2 THRU UE-3 PLAN SHEETS •FNr NSQ° PHONE (919) 707-6690 co itill OF TII FAX (919) 250-4151 LLi (n W H- C< PROFILE (HORIZONTAL)cn9z NABIL HAMDON UTILITIES REGIONAL ENGINEER w 10 0 10 2 0 KIFAH KAMIL SENIOR UTILITIES ENGINEER C = I I 1 I KYLE PLEASANT AREA UTILITTIES COORDINATOR PROFILE (VERTICAL) J J� Submitted 4/7/2020 cr PROJECT REFERENCE NO. SHEET NO. •B-5639 UE-2 ID DESIGNED BY: CBT DRAWN BY: WAW CHECKED BY: APPROVED BY: REVISED: p NA NORTH CAROLINA 8� 1DEPARTMENT OF Q TRANSPORTATION UTILITIES ENGINEERING SEC. rir-------- PHONE : ( 919 )707-6690 UTILITY CONSTRUCTION FAX: ( 919 )250-4151 PLANS ONLY rs-----„ S 2/3°Q2 pq•W2.62IA � � m w v " O/31,4 cb 0 67g,6p Ul m N */ N • m N ,SO'£1Z 3 •1S,IZ,91 SIv 0 0 MKILPATRICK FARMS. INC.'6 7 A.M.E. ZION CHURCH citaDB 1326 PG 257WDB 251PG 602w MB 28 PG 185 MB 28 PG 185 w p W m m l' —L— POT Sto. 10+00.00 W z W cis 5,7 w p3°38'4/• END OVERLAY rri ^' © "•,3, £ —L— POT /8+00.00 (Jr) �, t.-- --.'''''D / A.M.E. ZION CHURCH z I ` _�`e_ ' co DB 505 PG 573 0 0 W MB 28 PG 185 \ W ANTHONY K. DEVANE o A.M.E. ZION CHURCH WATERLINE 10'X10'X5' �� ±_ _ N o DB 428 PG 168 a �; EVELYN J. DEVANE N DB 949 PG 157 m MB 28 PG 185 BORE PIT ` _ _ —"Le CD POSSIBLE ov EI OVERLAP AREA — 0 \N cn Air d 0 DPEXISTING R/W li. ✓'� _F _w- •�• -.---. _ _ O T= =T—— r — — T— — I I _ — — —T- —TO SR /9/6 (LANDFILL RD) E) c = N /2°09' 40.3° W II O EIP NC HWY I/S 22'BST I : —w N _ N 12°06'32' W — — — — — 711.48' EXISTING R/W ` _ —T FO— 7c 1. - _ -- . _ ._..„, v , WOODS DPP / --- 1111111161111111 WOODS / ND ) \ / !• , / 9cJc ± JcJ� ± ± ± ± I III / ± 1 1 ± 1 ± ± z / / ± ± ± 1 1 ± ± J ,/± * ± ± 1 ± ± ± I U • ANTHONY K. DEVANE EVELYN J. DEVANE DB 949 PG 157 or or ffA fA fA CD or Z w n -64 -64 E5 ff} 69- z A0 f 0 ff}ie 09 Einr ff}fA fff.69 fA w L 2 I—EA-a V)ff Z >-e o V)EaLL EA fe(f fAf9 ffl ff}fAf9 \ \ . Submitted 4/7/2020 PROJECT REFERENCE NO. SHEET NO. •B-5639 UE-3 DESIGNED BY: CBD DRAWN BY: WAW APPROVEDCHECKED BY:BY: REVISED: NAicI_ NORTH CAROL I NA 8` /4 O� DEPARTMENT OF TRANSPORTATION DENOTES 5' AND 20' WIDE UTILITIES ENGINEERING SEC. / PHONE: ( 919 )707-6690 FAX: ( 919 )250-4151 UTILITY CONSTRUCTION EXCAVATION IN WETLANDSPLANS ONLY N SITE 1 N N M 0 R.J. & co p C/OCARRIE NATHANELROBINSON BONYHEIRS I O N DB 428 PG 338 W SHOWN PER DUPLIN CO GIS D KILPATRICK FARMS, INC. DB 1326 PG 257 MB 28 PG 185 WATERLINE 114'X20'X5' I— LJJ Sta . L 26+46 W I i t q 10/X10/X5' t/) A2=0 . 02 ACRES O r A1 = . 002 BORE PIT W G Sta . L 27+50 LJJ m ‘= Sta . L 26+36 N * ± ± ± 1 ± ± 1 ± 1 ± ± 1 ± ± ± ± ± 1 ± ± ± 1 1\•, 1 ± 1 ± ± ± Jc ± ± r. 1 1 * 1 1 ± 0 �. ....y O \• 15" W,ELBOWS 4 4 4 WOODS 4 _ ± R * * V— * * * :=// !` �C * �c ± ± 1 ± ± ± ± 1 1 1 ± ± ± PROP U/G WATER LINE PROP U/G WATE�L�I �� U/G WATER LINE PROP U/G WATER LINE \ F ± ± ± 1 1 , JS W * ± i�•tet 1 ± ± ± ± 1 ± 1 1 ± * ± ± ± °8``a�o KB r a=sa, d43g — _ - - - — - - -- 'G R/-.. -000�oo♦oo�oop�oo�oo�oo�oo�o o0 00 08�o'o'�oo�o- ,�; ♦`='�-, C-% -.'��'•� - - —T — `0°900� 00�• �,, ��0°00 o°a0 0�°• F - -WLB _ - - - - - - WLB-- - -- —•� '�i 1 1 ± 1 F- - - - s s o o - - -. . f" - .1 _ _ —cxv- _—w�6 — — — . 30•00t00*00•00\o-*•:)—ata o�l30 ,ovo Ao,,*v.oa.-o. o. • o.:o. •,4 oo�:- V0*g0*1,0 — �A2<, _mac •o- 4"-4.�oo�_oa♦ — o� — — — — — —WLB O ��:�2`.== $ ,,-l�-� = 8 =� =� :�2=��b=.. 4=�4: d= = fig/L ,: �b:�d,-. � � / �� 11�R7� �� .a: -T-- meow i — T— — — —T-- — — - - ILI E664 _ - -- -- ��_��- g�,j — i(v - P v0 / � Ir 7_ 100 NC HWY 11 5 " BST IL>•�� - ' Q _`�— �= iii=F=rte =z17; s—Ii'\ti,_w•�.— -- ---_ -\,IK♦}klli� ir —_- — a �imJ�LP: _ — - —'_ �!�! , - — — -1 — �TFO ��— r�br ��+�w —iFO- - - - *•2 �Z ��ii��-�_ — '� - FO �C9.- _�— TF� � � TF� -- TFO= / • �Ly l�ctcf ist� ♦ ` ` - r�� -- �i+aiT^— MTING-VW— — B- — — ve WLB IN $oF' b2 CS o C�o C�o 5- �o �o 1.♦o �o tl-♦ ��♦ ♦ r . ■ N g , ,g a,00 o Q ♦ 6 UNK i�� �,. CF — — —WLB — — — — 0 o, o e• o o o o F T F - - - - Fail A 44 I�? :• .!\ — F 1� 1 * F•mr-::-lr- ,-ill+ ,,��----- — _--- -•a•r...�� �.owr- • r� — \t— -=-_ — mow -- , T r =.� ,. � =� r_;� .....�.��■■ii�iiia .! M A4 A4 A4 E �c Jt 1 1 Jc Jt 1 Jc 1 1 J _ _ E F T - - - =tea'- - F E / WOODS - F � wLe\ F • l F E E /\ -- / r - - - 1 * ± 1 1 ± ± ± ± 1 1 1 * ± ± * ± ± ± 1 ± . . 0 * *' ! ♦ 15" W/ELBOWS 41• 1 ♦ ± ± ± ± ± 1 1 ± 1 * ± 1 1 1 ± * ± ± 1 * ± * * ± J 1 * * ± 1 1 * * / — — ♦ I * * * * * * * ± ` -WLB- -`� ♦ • * * Jc U , EIP \ •°• ♦ ± 1 ± ± ± 1 ± ± ± ± ± 1 1 ± ± ± ± 1 ± 1 ± 1 0 ANTHONY K. DEVANE EVELYN J. DEVANE DB 949 PG 157 © KILPATRICK FARMS, INC. O DB 1326 PG 257 GARNETT MCCALOP * MB 28 PG 185 & LOIS CHASTEN, HEIRS * DB 828 PG 778 * SHOWN PER DUPLIN CO GIS 0 0 0 f z c 0 0_,E0 0,,o 0,0 0.0o w,u_ r;o. 1_f»ai Vn z fAfAU 0 0-6 Submitted 4/7/2020 0- a, PROJECT REFERENCE NO. SHEET NO. c NCT . B-5 6 3 9 U E-4 N SHEER I spill NcDESIGNED BY: CBT LP DRAWN BY: WAW SO-DEEP I SAM NC,Inc. CHECKED BY: CMG A SAM COMPANY Ill ■ 2800-154 Sumner Boulevard,Raleigh,NC 27616 Tel 919-878-7466 APPROVED BY: REVISED: VERTICAL SCALE rRIZONTAL SCALE 1Y19. 171 1 !°‘1 1 1 1 LI 1 1 9 70 I f Jilinorlhnninilf 1 2 2 5 NORTH CAROLINA 411 � � �� ���� ���� DEPARTMENT OF • II �_� TRANSPORTATION J_O J ellepho n e d Document Not Considered Final + �! UTILITIES ENGINEERING SEC. Unless All Signatures Completed L_p1 60 m PHONE: (919) 707 6690 Q3- • o FAX: (919) 250-4151 UTILITY CONSTRUCTION _� PLANS ONLY `° ` UTILITY ENVIROMENTAL -q> 4 s 70 � � 70 + + Im° a c Z + � ` + + _ fQ , o �Ex ENTRY / EXIT — m — o m COo �`a`_ _ POINT (APPROX. ) a - a FUSIBLE PVC &I _ T� — ~ i• • o TRANSITION 3'-0" a 60 , . ,. 60 _____-_ -- 5 III MIN N. Ex. Grade _ _ _ Ex. Grade COVER— r } A 4" AT&T Duct 50 FUSIBLE PVC ` 50 TRANSITION z N N N ` / N Ijrr 4" AT&T Duct m T J i 40 ' ' 40 z T i" „illimeinemn CenturyLink & Four County 2 0 (2) 2" ducts1 2 0 CenturyLink & Four County (2) 2" ducts 0+00 1 +00 2 +00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12 +00 13+00 st *t *t z CD o -Eft*-E9 LLIEe.LL ift 2 1—Eta cnfft z > CC (f-EftU -WW1" 0}-Eft fA -Eft-9-EA ff-ft-6 -Eft-Eft-0 Submitted 4/7/2020 WETLAND PERMIT DUE TO UTILITIES IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) Site 1 L 26+36 TO 26+46 LT Bore pit 0.002 L 26+36 TO 27+50 LT water line 0.020 TOTALS*: 0.022 0 0 0 *Rounded totals are sum of actual impacts NOTES: Site 1 : Backfilling in the excavated area will be performed with the same excavated soil. NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS April 2, 2020 Duplin County B-5639 38446. 1 .2 Revised September 2014 SHEET 1 OF 1