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Home My WebLink About20200469 Ver 1_B5639_Utility_Permit Drawings_20200407Submitted 4/7/2020 Cp\ M ti H 1921 1958 19 57 ~eQd 1737 1141 1957 16 1912 1955 µ�a 1919 B-56 1955 P PROJECT o 1141, 1918 Register VICINITY MAP (NOT TO SCALE) STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS UTILITY PERMIT PLANS D UPLIN CO UNTY LOCATION: BRIDGE NO, 36 OVER MAXWELL CREEK ON NC II (CLODFELTER ROAD) TYPE OF WORK: UTILITY PERMIT DRAWINGS T.I.P. NO. SHEET NO. B-5639 U E-1 Nq1 4-1 "483/2(;77 Oil UE�2 4 U E�3 5 BEGIN BRIDGE —L— POT STA. 22 + 68.75 END BRIDGE END TIP PROJECT B-5639 —L— STA. 24 + 41.25 �0' —L— POT STA. 32 + 25.00 BEGIN TIP PROJECT B-5639 � � � � � � � � Ae 14+ 0.00 —L— POT STA. 9 �� WB� � � � NC 1 TO REGISTER TO SR 19/2 —L DET— � � � � � � � � � � � � � � A, wC BEGIN DETOUR B-5639 BEGIN BRIDGE END BRIDGE END DETOUR B-5639 —L—DET- P O C STA. 10 + 2 6.4 6 -L-D ETJ POT STA. 17 + 91.04 +/- -L-DET- POT STA. 19 + 61.04 +/- —L DET— PO C STA. 2 6 + 54.8 0 —L— STA. 15 + 06.95 —L— STA. 31 + 3 2.2 2 GRAPHIC SCALES 50 0 50 00 PLANS 50 0 50 1001 PROFILE (HORIZONTAL) io o io zo PROFILE (VERTICAL) INDEX OF SHEETS SHEET NO. DESCRIPTION UE-1 UE--2 THR U UE 3 TITLE SHEET PLAN SHEETS UTILITY OWNERS ON PROJECT (1) DUPLIN COUNTY WATER (2) FOUR COUNTY FIBER (3) ATG'T (4) CEIYTURYLIIVK SEAL NABIL HAMDON KIFAH KAMIL KYLE PLEASANT PREPARED IN THE OFFICE OF. DIVISION OF HIGHWAYS UTILITIES ENGINEERING SECTION 1591 MAIL SERVICES CENTER RALEIGH NC 27699-1591 PHONE (919) 707-6690 FAX (919) 250-4151 UTILITIES REGIONAL ENGINEER SENIOR UTILITIES ENGINEER AREA UTILITTIES COORDINATOR Submitted 4/7/2020 PROJECT REFERENCE NO. SHEET NO. -8-5639 UE-2 Lo DESIGNED BY: CBT DRAWN BY: WAW CHECKED BY: APPROVED BY: N,4p� REVISED: NORTH CAROLINA 8� Q 1 DEPARTMENT OF TRANSPORTATION UTILITIES ENGINEERING SEC. PHONE: (919)7O7-6690 UTILITY CONSTRUCTION FAX:(919)25O-4151 PLANS ONLY v S -3°Q2 pq. W 2.62. z co N 0131'4 t w C? v 178.6p% "' 0 nl M � N ca N ,SO'£1Z 3 •15,IZ,91 S 2 M co KILPATRICK FARMS. INC. z A.M.E. ZION CHURCH co 4 DB 1326 PG 257 W co = DB 251 PG 602 w o MB 28 PG 185 w MB 28 PG 185 w 0 rn —L — POT Sto.10+00.00 W z W co w " p3°38.41• END OVERLAY ^'Ln 2"• �3 £ —L — POT /8+00.00 N m O A.M.E. ZION CHURCH z b. I �� -�,�e-�� W DB 505 PG 573 O \ W ANTHONY K. DEVANE MB 28 PG 185 o o A.M.E. ZION CHURCH DB 428 PG 168 a �; WATERLINE 10'X 10'X5 / �_ N EVELYN J. DEVANE DB 949 PG 157 m MB 28 PG 185 t' N _ BORE PIT • -� 0 EI OVERLAP ARE EA A ym ov O • O EIP EXISTING R/W )o — —T— TT— — 'Fq T— —T — — — -- T' — TO SR 1916 (LANDFILL RD) N /2. 09 40.38 W EIP NC HWY US 22' BST N N 12°06'32' W ------�_ - -- - --- -��--- - — -w------ ----- ------ -- - - �� --------- 711.48' EXISTING R/W — — — — _ �� ` Q — — — — — EIP e F� WOODS w000s — — � � 4 �k �k J l AOND /\ / �0 I / Jc 1 A i W / I �k Z / / I0 J U F- ANTHONY K.DEVANE EVELYN J.DEVANE DB 949 PG 157 14 w n - � nC) Q) ti z �o -EPf� w* V)* V)I& *'R (A kn *69- Submitted 4/7/2020 PROJECT REFERENCE NO. SHEET NO. •B-5639 UE--3 Ln DESIGNED BY: CBD DRAWN BY: WAW CHECKED BY: I�jgpy_ APPROVED BY: REVISED: NORTH CAROL INA 83x2 Oil DEPARTMENT OF TRANSPORTATION DENOTES 5' AND 20' WIDE UTILITIES ENGINEERING SEC. PHONE:(919)707-6690 UTILITY CONSTRUCTION EXCAVATION IN WETLANDS FAX: (919 )250-4151 PLANS ONLY N SITE 1 N N M (� R.J. & CARRIE ROBINSON HEIRS C/O NATHANEL BONY p I N DB 428 PG 338 W O SHOWN PER DUPLIN CO GIS KILPATRICK FARMS, INC. DB 1326 PG 257 MB 28 PG 185 WATERLINE 114'X20'X5' LU Sta. L 26+46 LU _ � q 10'X10'X5' O A2=0.02 ACRES N O BORE PIT A1= 002 , . LU / Sta. L 27+50 LU r2 Sta. L 26+36 I Ac 2k �k A 2k �. I-Y 2k �k I O \ �C �� '� �� '1^ r�CJC `�L:CJCJCJC �' '� �' I'� !k IJC I �k A O `i'��C R 15" W/ELBOWS �k �k I OPROP U/G WATER LINE PROP U/G WATE OP U/G WATER LINE PROP U/G WATER LINE F ` F Jc is 4, F �c k 1 1 k k o o ok WLB' _ ...._. ,...__ — oo moo 00 00 00 00 00 00 0�00 0�0 moo moo 00 0 00 0 — T _ �g . 0°00 o poop _ a o� ` - - -- WLB - — _— -- — o°op o°a0 og° F / -� -- — — — , — — — — _ — — - - - — - — — -- — — —WLB — — (- WLB - 1. -- —_ G R/ .. — — — — — — — o— _ —T— — T— - — — —T— — — — —w16— - —T— 1z A- --- -- -- 6� -T— =T-— EL- F- Q$ , Q NC hw 115 BST Q T FO o o — o — ooe — — —i FO— o� o C� o oC� o �� o o� oo� 0 0 0 0 0 0 0 -- — — — /may — FO — — — T F y� T FO— -- — — — — — —_ — T Q 00 �6" oo` moo' �oo�oo �oo moo' moo' o'go `Qo8008008�0 o 6, LINK oc3 oo�oaoo o of C F ` La — — — — — — — — — — wl6 — — �crs TTflc -irn� — F — C — — — — — — — — — wl6 — F C o — fr, — — — — — _ — F :k �' �t� E G� �C �k �C J -� — o w �' F E F �. �_ — F WOODS --- — —-- --- ---- �/ 'jai F E F wL6� F F E LU �k�7e _ E / i0 2k :k :k 15" W/ELBOWS 2 \ �k I � /-- TJ ` — - — WLB — ` ` `I' `� � J' li 1' •li `2k '� '� 'i' 2k i I �k O O ANTHONY K.DEVANE EVELYN J. DEVANE DB 949 PG 157 KILPATRICK FARMS, INC. 4 O � ? DB 1326 PG 257 MB 28 PG 185 GARNETT MCCALOP & LOIS CHASTEN, HEIRS DB 828 PG 778 SHOWN PER DUPLIN CO GIS -64 C3 o 14 -6q14 w U�iq �-64 Eq� �-64 -64 �A �� Submitted 4/7/2020 WETLAND PERMIT DUE TO UTILITIES IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands (ac) Temp. Fill In Wetlands (ac) Excavation in Wetlands (ac) Mechanized Clearing in Wetlands (ac) Hand Clearing in Wetlands (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design (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. (Revised September 2014