The URL can be used to link to this page

Home My WebLink About20201520 Ver 2_B5614_UE_WETLAND_20240605_20240606C F- L N 0 O a E L a i T S 3 O L O } C N E C O L C W F— w (L N 0 <7N aoa L a o_JC1 in Ta C7= 5 ,1_!O �Ir} 00 04 • c: �d O' s Pa Gilead tea. 1119 1118 oy BEGIN F �QreS PROJECT F 1112 Mouth OF Creek Rd. 1118 0 1 3 STATE OF NORTH CAROI[ INA TtANG PAMLICO DIVISION OF HIGHWAYS B-5614 uE-1 RIVER PRELIMINARY PLANS to NOT Um FOR WNSTRUGTfON :ND 'ROJECT 1189 ,a. nel god 113F 11112 Gaz e� 1111 d^ah 1103 ' _ F Ana 1115 C°tt°r, Path Rd.1116 I VICINITY MAP NTS f BEGIN TIP PROJECT B-56I4 -L- STAII+OOAO 101114 EK R0) SF S cfk (00 gLOU /s UTILITY ENVIRONMENTAL PERMIT DRAWING LOCATION: BRIDGE NO. 9 ON SR 1112 OVER BLOUNTS CREEK TYPE OF WORK: TELECOMMUNICATIONS, POWER RELOCATION, AND WATERLINE RELOCATION ��/ END CONSTRUCTION ESRUE-21-1 / — ( —%� STr4.I2f50.00 L��,"B'E'1&0&_ED' / \ `t. BLOUNTS BAY / SR 1;l12 % � •k '� 0 `� ' • ' •" ' z-\ END BRIDGE -L- STA27+38.88 BEGIN BRIDGE GRAPHIC SCALES INDEX OF SHEETS Law—=_ QENCRIPTION 1 25 0 50 100 I UE-I WETLAND IMPACT TITLE SHEET UE-2 through UE-S UTILITY WETLAND IMPACTS PLANS I UE-6 WATER PROFILE SHEET 25 Q SQ 100 I UE-7 POWER BORE PLAN AND PROFILE SHEET i UE-8 through UE-10 POWER PROFILE SHEET PROFILE (HORIZONTAL) I 5 0 10 20 it PROFILE (VERTICAL) UTILITY OWNERS ON PROJECT LUMEN (CENTURY LINK) - TELECOMMUNICATIONS TIDELAND EMC - POWER WATER AND SEWER OWNERS ON PROJECT WATER - BEAUFORT COUNTY EvSTEWART 46vhb Engineering NC, P.C. it, 500 40 Main Campus Drive, Suite 500 . Raleigh, NC 2�606 B URNS, PE PROJECT ENGINEER ROEMER PROJECT DESIGN ENGINEER UE-3 END TIP PROJECT B-5614 -L- STA.32+00.00 SR p01NT RpJ � SEAL PERMIT DRAWING Revised May 21, 2024 I COMPLETE PLANS NOT USE FOR R/W ACQUISITION D CUMENT NOT CONSIDERED FINAL UN ESS ALL SIGNATURES COMPLETED UTILITIES UNIT 155 MAH, SERVICES CENTER RALEIGH NC 27699-I555 PHONE (919) 707-6690 FAX (9I9) 250-0I51 HAMDAN UTI77LI77ES REGIONAL ENGINEER W. STALLINGS UTITILFHES ENGINEER SAMPSON 11TTT7LITIES AREA COORDINATOR W. STALLINGS UTITILTTIES COORDINATOR PROJECT REFERENCE NO. I SHEET NO. N 0 NOTE: CONTRACTOR IS REQUIRED TO ENSURE ALL BENDS UTILIZE JOINT RESTRAINTS. NOTE: THE ESTIMATED QUANTITY OF DUCTILE IRON WATER PIPE FITTINGS ON THIS PLAN SHEET IS 990 POUNDS. THE ACTUAL QUANTITY AND TYPE OF FITTINGS WILL VARY BASED ON FIELD CONDITIONS. NOTE: UTILITIES IN BUFFER AREAS HAVE BEEN QUANTIFIED UNDER BRIDGE REPLACEMENT ENVIRONMENTAL BUFFER PERMIT DRAWINGS TIDELAND EMC TEMPORARY OVERHEAD POWER LINES TIDELAND EMC UNDERGROUND POWER CABLES TO BE INSTALLED WHEN NOTIFIED BY ENGINEER LF OR w a c TIE TO EXISTING N WL- Sta. 5+00.00 C \ f On o_ o �oODf9 PAC v 1HE cREE OSTIAOf / QP 111E -\\•A �, EXISTING BRIDGE ABUTMENT REMOVAL DETAIL (NN to Swl.l REMOVE ABUTME YI - EXISTING BRIDGEti TO ELEVATIOBACN=+/-4.0' rVERTICAL AND SLOPE K TO / ABUTMEN=-- NATURAL GRO UND AT / A 3:1 SLOPE TO ELEVATION=+/-4.0'AND SLOPE CHANNEL BACK TO NATURAL GROUND AT A RETAIN EXISTING EXISTINCJ 3:1 SLOPE BULKHEAD ROAD TOTAL EXCAVATION-50 CY TIDELAND EMC TEMPORARY ` OVERHEAD POWER LINES IIE TO EXISTING WL- Sta. 8+73.14 PROP 45°BEND -WL- Sta. 8+63.14 TIDELAND EMC �w\� TEMPORARY % POWER POLE r - - L --F-%Tt J__ '. " WATER SERVICE LINE Be 5T�!Rw+25 `irvFa PE'(Cl P °ITE RAL 'V' DITCH SEE DETAIL 1 ALPERN trARDS, Jr p O V��s ww' LI. LEWIS. et x 4!� !i m sa R ° �� Ao PROP 8 1 TIDELAND EMC VALVE OVERHEAD aN N / • POWER LINES o" U\\ PROP 11.25°BEND BEGIN TIP PROJECT B-56I4 -WL- Sta. 5+10.00 —L— POT STALH400A0 TIDELAND EMC y OVERHEAD POWER LINE _N TO BE INSTALLED AFTER PROJECT COMPLETION SITE 1 E E 0 0 W W a 10 DETAIL 1 DETAIL 2 DETAIL 3 SPECIAL LATERAL DITCH TOE PROTECTION LATERAL V DITCH I Nw ro Smlej (No110 s.de) (N.11° Scde) oT N°Nr°I 3.1 °�S� SFill I 3. �'•` � Fill Ground b F\ mun .� D 1"R1. slope D d Min. D= 1.0 F. d = 1.5 Ft Min. D= 1.5 Ft. b- 1.5 F. Geoletlile Type of Uner= Cl... B Rip-R°p FROM STA. 15+35 TO STA. 17+38 -L- LT FROM STA. 12+50 TO STA. 13+72 �- RT FROM STA. +29 TO STA. +63 - RI - SIT FROM STA. 11+29 TO STA. 11+63 -DRIVE- LT TIDELAND EMC TEMPORARY PROP 8 0 0 OVERHEAD POWER LINES ALVE TIDELAND EMC N TEMPORARY�f POWER POLE c ° 0 a o BRIGHT$FLEG OGF e UNDERGROUND �w a COMMUNICATIONS is\pGf �0 +° CABLE C\ Q GR \ es\' OOP Os r DITCH T i i .\ 7 SEE EXISTING BRIDGE -ABUTMENT REMOVAL DETAI Fg°M gz \ Q ROP 5 O ALPERN a°P oi° T" 9° EXISTING RI� �Pi COMMU 71 s`al/ / / �� m eTE °peg TIDELAND EMC �Rw / RIP UNDERGROUND POWER CLASS ISPuw 1RE ° . EST 2 S -_ �E CABLES TO BE INSTALLED LBOS DUE sY ABANDONED WHEN NOTIFIED BY i ce. cvx isEasea ENGINEER UTILITIES BY OTHERS/UTILITY CONSTRUCTION NOTE: ALL PROPOSED UTILITY WORK SHOWN ON THIS SHEET WILL BE DONE BY OTHERS -- n� .smnartinsmm E. 9A0 Mai iPCDus� �E°Ite 50J STEWART Vnnuu PRELIMINARY PLANS / DO NOT USB FOR DONSTRUMON PERMIT DRAWING SHEET 2 OF 11 -e * -Rl / * Lr ii if pip 2 TONS 7 BY * + T DPERXE 2N OO * * \ \\ \ / +00DO tt�ypE PROTECT / V SEE DETAIL 2 \ TOADRAIIII I TIDELAND EMC * * * * * I \ OVERHEAD * * * * D CONSTRUCTION I \ POWER LINES * * *I ik * * * * PROP 45°BEND -WL- Sta. 7+79.95 PROP 373 LF SISI WATER LINE TIDELAND EMC HAS CONFIRMED THEY WILL OBTAIN THEIR OWN EASEMENT FOR RELOCATIONS SHOWN OUTSIDE EXISTING ROW AND PROPOSED PUE TEMPORARY J WORK BRIDGE 40 LF 12 EMENT PIPE! STEEL 05 HAND CLEARING (NON -GRUBBING) a PROJECT REFERENCE NO. SHEET NO. B-5614 I UE-2 THIS SHEET CORRESPONDS TO RDY-4 EXISTING BRIDGE ABUTMENT REMOVAL DETAIL DETAIL 1 DETAIL 2 DETAIL 3 UTILITIES BY OTHERS/UTILITY CONSTRUCTION (Na10 xole7 REMOVE ABUTME(IT SPECIAL LATERAL 'V' DITCH TOE PROTECTION LATERAL Y DITCH I Nw�o S 1l) INe�le S 16) IN.. Swle) l EXISTING BRIDGE TO ELEVATION= VERTICAL AND SLOPE BACNOTE: ABUTMENT NATURAL GROJNr-rn�� A 3:1 $LOPEI o Nr I\`S\aHlNOTE: LL PROPOSED UTILITY WORK CONTRACTOR IS REQUIRED TO ENSURE ALL IE`''° ��- d MIO.D- 1oPl. SHOWN ON THIS SHEET WILL BENDS UTILIZE JOINT RESTRAINTS. 1 I I I J d-,.5 I ��I �°�T h= 1.5 k. Geolegib I I I�—f—T—f T Min. ,s FL. BE DONE BY OTHERS Type of user= class BRip-Rnp FROM STA. 15+35 TO STA. 17+38 �- LT a &REMOVE VERTICAL UTMENT lJlISTING FROM STA. 12+50 TO STA. 13+72 -L- RT FROM STA. 13+71 TO STA. 17+79 -L- RT NOTE: TO ELEVATION=+/-40AND SLOPE CHANNEL FROM STA. 11+29 TO STA. 11+63 -DRIVE-LT BACK TO NATURAL GROUND AT A RETAIN EXISTING WSTING VNB Engineerin Nc, THE ESTIMATED QUANTITY OF DUCTILE IRON 3:15LOPE BULKHEAD ROAD TIDELAND EMC TEMPORARYs,BM.inrouo �SbS�4s r. TOTAL EXCAVATION-50 CY O 6 pzieign, nce WATER PIPE FITTINGS ON THIS PLAN SHEET PROP 8" o ,OVERHEAD POWER LINES o �STEWART IS 990 POUNDS. THE ACTUAL QUANTITY AND TIDELAND EMC TEMPORARY VALVE TIDELAND EMC _pa TYPE OF FITTINGS WILL VARY BASED ON 1 OVERHEAD POWER LINES. ' TEMPORARY PRELIMINARY hLANS 1 FIELD CONDITIONS. P POWER POLE oo NO7 UmBDLR DDNSTLR°DTLGN I IE TO EXISTING ,. � � e`"' t � WL- Sta. 8+73.14 NOTE: R 2HTSPEE_W N °E ERMIT DRAWING UTILITIES IN BUFFER AREAS HAVE PROP 45°BEND Ln N1 GROUNND a BEEN QUANTIFIED UNDER BRIDGE -WL- Sta. 8+63. CQMMAfiiO ° SHEET 3 OF 11 REPLACEMENT ENVIRONMENTAL BUFFER \ \ ABM ' PERMIT DRAWINGS TIDEL P9., L 0 TIDELAND EMC TEMPORARY �r OVERHEAD POWER LINES Ew LTt �+ 5°� m P+6 CRP�pPEVN P PO L E w l ` ° t C P 1 ER sr vDrtc G 1 � EE EXISTING BRID � / ETAI Q ° TIDELAND EMC N m T De J Z P°jGtE UNDERGROUND sF°75 P o POWER CABLES TO BE INSTALLED WHEN O I X III NOTIFIED BYSaJL EN��ER 4. l v`34:I _ I mSTI P°I \ \�, iL `'S \q N �• RW73 Q to tEL �R ♦; _ N DELANd EMC 8� D 3I p\ c*e�a Q c. -� /i-a� + I I r UNDERGROUND POWER �B I \+B 1' '" < In e°E}'LBows 4Fa EST2 SY s' g NO NED CABLES TO BE INSTA 4ED (n WHEN NOTIFIED BY _ S� ENG� EE N1. BOP vO POT cneue wmPOR a LEs— rn } E_9°• dye <� --oP 7cPaB' 40 I . '1 —.�- J�`,.r, _-•— ,e^ RCP-ul RE Fi SBG +44 OF TO -rn - Q _ ' _I IL DRAIN - _ ll 5 11111k Pi `er qvl j ° ^ °• e P - _ RE AB ' NED C BEGIN GI F 1 \ Q • I S NG n sB� Aso +0 .00 P ' 'I \r �j S CLASS DRIP RA 3 - -..� E E E . E ST7 SV / RW2 iN O F - SPECI L _L—STA. J SEE DET L 1 / ti, �E� P P 8 TID LR C Q �. DE EMC AL OVE I SEA N _, I g e TV s P 0 11 EN PROP 40 LF 1 2" B GlN / B-56/4 8. 5+ 00 " ENCASEMENT PIPE ,� PaT TIDELAND EMC SiEE=L 17� OVERHEAD POWER fRUF' 45'BEN U D TO BE INSTALLED ✓ -WL- Sta. 7+79.95 �or AFTER PROJECT COMPLETION PROP 373 LF 8° WATER LINE O J r a r TIDELAND EMC '. HAS CONFIRMED THEY WILL \ \ OBTAIN THEIR OWN EASEMENT FOR RELOCATIONS SHOWN OUTSIDE EXISTING ROW AND PROPOSED PUE HAND CLEARING (NON —GRUBBING) z A 0 AoP 5 B839'4a' 3� f EEXISTING W i % •,,F, {?s RR.38' F,qs N PROP 22.5°BEND BUTMENT REM *i o tiJ n a -WL2- Sta. 5+10.00 ;S m S i`L 2 \\ Ap/A•5 f2/�Z�./Q�C p9nyp0 ' i RA/ \ \+4 �BRI TSPEED 9D RGROUND CO�IMU{^='/ICATIQ- 3 CAN EXIST. .t,P�� RIGHT-0F AY N.-. .t. RVII q.,.. ABANDQp D X \ p, pJ f i S2j3 % \ \ ?�31' •'yam' 9E � � 'q. Bpi N99`BOS'•4• �` \ ?y `qs 1 � 9 _\••9p k UI° \G\\ pB\ \� COMMG AAE RN00NED LINE F TI 0 EXISTING" \ * ° -WL2- Sta. 5+00.00 s9j/3b �• a '�" \\�� \\\* s `A' PROP 22.5°BENDo w -WL2- Sta. 5+28.21 s y\F n �7N DER +� \ CABLES TO BE INSTALLED s c n WHEN NOTIFIED BY rnT Z ENGINEER UNCLASSIFIED STR.EXCAVATION E " 1 (STR. PAY ITEM) SBG 67 EXCAVATE TO o A v l R Gor uiG row cneLE ELEV-4.0' Gor ulc R 3 1nnr UIG Pow LE '71�, 1 WA — TB '2GI CIv�^tI n R 15" RCP -IV R E PUE C y/— PC Sta. /0225J4 CLASS B RIP RAP (STR. PAY REM) 'b E E--E— E JPROP 47 LF 12" ENCASEMENT PIPE a `TEMPORALLY STEEL E WORK BRIDGE a PROP 90°BEND / SBA +67 -WL2- Sta. 6+12-53 PROP 22.5 ° BEND — STA2i1 IEDn -WL2- Sta. 6+84.47 / �/ �lu.iviw.uv m PROP 22.5°BEND a -WL2- Sta. 6+94.53 PROPOSED 18 LF N 3/4" WATER SERVICE LINE u, m "= RECONNECT WATER METER ° PROPOSED 18 LF N 3/ " WATER SERVICE LINE E E o PROPOSED 20 LF 3/4" WATER SERVICE LINE W PROPOSED 29 LF 3/" WATER SERVICE LINE W PROPOSED 21 LF 3/ " WATER SERVICE LINE PROJECT REFERENCE NO. SHEET NO. B-56I4 UE-4 THIS SHEET CORRESPONDS TO RDY-5 DETAIL 1 SPECIAL LATERAL DITCH UTILITIES BY OTHERS/UTILITY CONSTRUCTION I nol to sol.) Naluml 1 3.1 NOTE: G—d3T D R Slop ALL PROPOSED UTILITY WORK SHOWN ON THIS SHEET WILL °- ,.5 Ft. SHOWN DONE BY OTHERS FROM STA. 10+51 TO STA. 11+50 -YI- LT PROP 377 LF 8 FROM STA / FROM STA. 29+79 TO STA. 31+00 -L- LT Ra \ WATER LINE � �, a"""'��'��b VHBE"9(("eeE"�N, 94U Main Campus3lBe Suile 50U ww � "'g"• nL z,bob BANDON 306 LF OF S T E WA R T 8" UTILITY PIPE \ PRELIMINARY PLANS 00 NOT UM FM UONBTRUCTLON REMOVE WATER METER se s� PERMIT DRAWING SHEET 4 OF 11 04 Revised May Q 4 Jx Q S�,IM0�2� g Z ABANDONED NOTE: �� CONTRACTOR IS REQUIRED TO ENSURE ALL PC LATE 10EttAND EMC PROP 8 BENDS UTILIZE JOINT RESTRAINTS. SE ETAIL' OVERHEAD It1S RAP VALVE LINES // CA B R P RAP ic i END T/f PROJECT B-5614 EST 2 TONS NOTE: Sp RAP � �S 83.45• EST 7 SY * —L— POT STA32+00.00 THE ESTIMATED QUANTITY OF DUCTILE IRON C 2 T � ` /10 PECIALLATERAL'v'DRCH � `' �. WATER PIPE FITTINGS ON THIS PLAN SHEET ~\ SEE DETAIL 1 , / IS 1335 POUNDS. THE ACTUAL QUANTITY AND * , TYPE OF FITTINGS WILL VARY BASED ON GRADE lU DRAT Rw9'�� FIELD CONDITIONS. f? . Rai E NOTE: \ — ooDED UTILITIES IN BUFFER AREAS HAVE R / �� BEEN QUANTIFIED UNDER BRIDGE �F NOR° EL-34*3 "S 6 �� = PffiT` REPLACEMENT ENVIRONMENTAL BUFFER ul' "eve PERMIT DRAWINGS 18" RCP- nxG LVM TIE TO EX STING 53 F E SAD -WL2- Sta. 8+77.21 �\ �� AG POSE zSFO s 9s� � 'V UIPP 11 .25°BEND 36• Pp &� N DETAIC>WL2 Sta. 8+56 . 6 9 1747 °OOF f 7S CHA/N Ff\ f N' FUFMpN. et �Ir 5 p FT r S �'°q'>rArej3iz,2j. RF�ECCP 9oz PG N A SPO O S97p ,\h M h S / 3g 3�� 32. 933'01•E � ��, 1 3 F 53.05� s xoe* m 3/ �� ALLOWABLE IMPACTS ZONE 2 z m '-RETAIN EXIST. BULKHEAD YIN)�." <•. . n N n nmi = Nrn R rn tv �r O C L4 n W I p 'Q O O TIE TO EX -WL2- Sta. 5+ PROP 22.5°B -WL2- Sta. 5+28. CABLES TO BE INST. WHEN NOTIFIE� BY ENGINEER F 67 3 47 F 12 ' � EN SE PIP STE L PROP 90°BEND W 2- Sta. 6+13.53 PROP 22.5°BEND -WL2- Sta. 6+84.47 PROP 22.5°BEND -WL2- Sta. 6+94.53 e2 PROPOSED 18 LFI 3/a" WATER SERVICE LINE " WATER SERVICE LINE 13/4" WATER SERVICE LINE PROPOSED 21 LF PROP 22.5°BEND -WL2- Sta. 5+10.00 PROP 377 LF 8" WATER LINE BANDON 306 LF I 8" UTILITY PIPE BRIGHTSPEED UNDERGROUND COMMUNICATIONS CABLE ABANDONED LATE -k1b AND EMC UL1 I OVERHEAD 9" TO ELEVATION -+/J.0'AND SLOPE CHANNEL BACK TO NATURAL GROUND AT A RETAIN EXISTING EXISH Ll SLOPE - - - BULKHEAD ROAD BRIGHTSPEED UNDERGROUND COMMUNICATIONS CABLE i� #V ,��/ i / i i • ��' �c'�� fir �, � Jill Ic,'• �' A �� y EXISTING BRIDGE ABUTMENT REMOVAL DETAIL Nwro W I REMOVE ABUTMENT — EXISTING BRIDGE TO ELEVATION=+/-4.0' VERTICAL — AND SLOPE BACK TO/ I ABUTMENT NATURAL GROUND AT DETAIL 1 _—. _ A 3:1 SLOPE SPECIAL LATERAL V DITCH UTILITIES BY OTHERS/UTILITY CONSTRUCTION 7 No t, sml.l NOTE: ALL PROPOSED UTILITY WORK SHOWN ON THIS SHEET WILL BE DONE BY OTHERS FROM STA. 10+51 TO STA. 11+50 -Yl- LT FROM STA.29+79 TO STA. 31+00 -L- RT FROM STA. 29+85 TO STA. 31+00 -L- LT nnn *, wi�95%�5 VHB Engineering NC, \ ��`i/'yµ�J WMain gh,N�.Se,JSui` SW STEWART^ " "'"`— PRELIMINARY PLANS DO NOT USB POR CONSTRUMON �\ �•sF ERMIT DRAWING SHEET 5 OF 11 s N Rmised May 21, 2024 a \ coo \ t ux Q off' ie � p l 50A5 PG �A,9 aop oe c s��' ec NOTE : PROP 8 CONTRACTOR IS REQUIRED TO ENSURE ALL VALVE BENDS UTILIZE JOINT RESTRAINTS. ID TIP PROJECT B-56I4 NOTE: - POT STA32f00.00 THE ESTIMATED QUANTITY OF DUCTILE IRON �! WATER PIPE FITTINGS ON THIS PLAN SHEET IS 1335 POUNDS. THE ACTUAL QUANTITY AND TYPE OF FITTINGS WILL VARY BASED ON FIELD CONDITIONS. E NOTE: 1 UTILITIES IN BUFFER AREAS HAVE BEEN QUANTIFIED UNDER BRIDGE / 9 Q/ 4.T REPLACEMENT ENVIRONMENTAL BUFFER F,v PERMIT DRAWINGS L TING �+77.21 a O �tr \ FURMAN. et \ p� '!W M N X M t 9d ig. h �� ALLOWABLE IMPACTS ZONE 2 SHEET NO. PLAN VIEW G -SHEET-7 OF-T -L- S a. 11+ 7.94 Offs 34.9 ` LT w MO 7HOF HE REEK ROAD -EddWa[er BZ 2 r Pole PUrPole ao BLOU NTS CR EK TOD of Se ,r MO OF THEC EEK ROAD or (ell Lane (Gard °aal s.ro wwn awa __ _ _ — K2 P rPde m ----- -- ----- ----- Bz, as �mm Patl. e 12° Pre Eary rC coM a Sp nt Caemms P PT Hai -Curve As Per Power ale 20 0' Radius I — SPnnlCom PC Haimn ICu UTH OF TH CREEK ROA PT Ho bl Curve 900' R dius s maM1br Ptle sp [Comms Pe. Buffer Zone locations shown on the plans are approximate and for PROFILE VIEW informational purposes only. 0=2 0= IT Propose I Entry 1r v Daaec e.lt Tanaea,os.03• iiJ1� ra° °t olss rcwar at apea Rpea 3a• ° r 12°Gu 335.1P 12°Curve 41� 15Uo• 1lus Te 775.53• 1601Y Ratl UE-7 C Z 0 m n� O C Z 0 W O X m 0 M ram_ 1 BRIGHTSPEED UNDERGROUND iA PERMIT DRAWING SHEET 7A OF 11 BORE DETAIL -Y1- SR 1112 Mouth of the Creek Road) ROAD SURFACE E-35' 724' 30'-)F24�F-18'� 0 NWS = 0.00' A \ / (- - 'I (1' 0' min below creek bed C BORE DETAIL B-5614 BLOUNTS CREEK, NC i BORE PIT 9 UE-7A 50 u 35 30 �H N Q 25 N 20 n G J c 15 I0 5 O1 0 0+00 GROUNDLINE 3- NOTES: 1. ALL POLES UNLESS OTHERWISE NOTED ARE 40', CLASS 4, 6' EMBEDMENT. 2. SAG CURVES ARE FOR TYPICAL DESIGN TENSIONS FOR CONDUCTORS SHOWN. ACTUAL STRINGING TENSIONS MAY CAUSE MINOR DIFFERENCES. 3. GROUND CONTOURS ARE FROM NCDOT PROJECT B-5614 DRAWING SET AND BEAUFORT COUNTY GIS DATA. /4 ACSR 60' INITIAL g4 ACSR G 120' FINAL 140' PHASE NEUTRAL 26.0' U E-8 PERMIT DRAWING SHEET 8 OF 11 "T' 9 03 178' 04 � n 1-2-2+50 3+00 PROFILE A -A 50 45 g4 ACSR G q0 60' INITIAL ___ ___ PHASE �G.So' _______________________________________ __ ___ NEUTRAL 4.00, 1 p4 ACSR 120' FINAL 25 O H 0_ 20 15 U] N J 0 10 5 GRONNDLINE 0 264' -5 05 -Io 4+00 4+50 1— 5+50 —o PROFILE A —A 155 U.S. HWY. 70 WEST TIDELAND ELECTRIC MEMBERSHIP CORP. N.C. CORP. C-1063 Utility PANTEGO, NORTH CAROLINA IT �'lectrical MOUTH OF THE CREEK ROAD onsultants PLAN VIEW PRELIMINARY Tideland EMC C" PC DRAWN BY: ABB JOB NO.: 22-2162 CHECKED BY: TBP CAD FILE:GLOUNTSCREEKPP SCALE: 1" = 10' Real People. Real Power. caR PH ,�NORTH 81-14 0LINA APPROVED BY: TBP DATE: 03/03/2022 1 SHEET NO. 2 OF 4 50 45 0.33' —_— — — -- 35 2.83'T ]0 25 1� J + 20 T� w IS I J � Q 10 GROUNDUNE 5 ° oz -5 -10 O+Oo PHASE CROUNDUNE I 31.2' �Ir .r J Q sic.T1�,T:m,. NOTES: 1. ALL POLES UNLESS OTHERWISE NOTED ARE 40'. CLASS 4, 6' EMBEDMENT. 2. SAG CURVES ARE FOR TYPICAL DESIGN TENSIONS FOR CONDUCTORS SHOWN. ACTUAL STRINGING TENSIONS MAY CAUSE MINOR DIFFERENCES. J. GROUND CONTOURS ARE FROM NCDOT PROJECT B-5614 DRAWING SET AND BEAUFORT COUNTY GIS DATA. y4 ACSR 60' INITIAL ACSR m 12 120' ANAL %- U E-9 PERMIT DRAWING SHEET 9 OF 11 15:* ,f,�, A Z 9' SOIL 011� ,( I in Oe 295' , i a 1+00 1+50 2+00 2+50 3+00 PROFILE B—B 50 y4 ACSR 0 5 y4 ACSR ® 60' INIIPAL �0.75' 60' INITIAL \ --f0.50' TT 40 4.00' 3. 5' 1 ---------- ------- ---------- —_ _—_—_—_—_—_—_—_—_—_—_—------ —_—_—_—_—_—___ / 35 y4 ACSR y4 ACSR ® 120' FINAL 30 120' ANAL � J m J N 25 29.5' 28.3' � � � N 20 ,O 15 10 GROUNDUNE 5 ASPHALT ROAD (OLD MOUTH OF THE <m xaum a mE Howl CREEK ROAD) 0 09 10 210' 68' -5 4+00 4+50 5+00 5+50 -10 PROFILE B—B 155 U.S. HWY. 70 WEST TIDELAND ELECTRIC MEMBERSHIP CORP. N.C. CORP. C-1083 Utility PANTEGO, NORTH CAROLINA IT F.n..ky"Qnp.ru for �'kctrical MOUTH OF THE CREEK ROAD onsultants PLAN VIEW PRELIMINARY Tideland EMC C" PC DRAWN BY: ABB JOB NO.: 22-2162 CHECKED BY: TBP CAD FILE:BLOUNTSCREEKPP SCALE: 1" = 10' Real People. Real Power. caR PH ,�9 9) 821C;R 0LINA APPROVED BY: TBP DATE: 03/03/2022 1 SHEET NO. 3 OF 4 w w r0.s0' 35 ____________________________________ }.50 ]0 20 O @ !n y i0 I5 10 5 GROUNOUNE 0 04 -s -m 0+00 0+50 02 85' 0+00 0+50 PROFILE D-D NOTES: 1. ALL POLES UNLESS OTHERWISE NOTED ARE 40', CLASS 4, 6' EMBEDMENT. 2. SAG CURVES ARE FOR TYPICAL DESIGN TENSIONS FOR CONDUCTORS SHOWN. ACTUAL STRINGING TENSIONS MAY CAUSE MINOR DIFFERENCES. 3. GROUND CONTOURS ARE FROM NCDOT PROJECT B-5614 DRAWING SET AND BEAUFORT COUNTY GIS DATA. PERMIT DRAWING p4 ACSRO UE-10 SHEET 10 -- 41 PHASE 50' INITIAL --------- -- -- ______________ __________________ ----------- __________ _______ _____ _______ ___________ ___ _______ _- __4.00' _________________________ _______________________ _____ _____ _________ __________ _____ ___— __— ______________ ___ _______ _— ______ _____ _— ________ _— __ 35 E%I51ING 7 ih 30 ACSR ® "LOW ---_t 12 + 120' FINAL ® 29,7'g,Y I I I 25 I -F J 28. ' I O 20 2 .8' I I 15 I I I 10 GROUNOLINE g 0 f0 -5 307' -10 I+00 1+50 ]+00 2+50 ]+00 PROFILE C-C I+00 0+00 0+25 PROFILE E-E 45 w ]5 ]0 25 20 15 10 5 0 -5 -10 0+50 0+00 PRELIMINARY 1/0 AM 122' 0+50 1+00 PROFILE F-F 45 w }5 }0 25 20 15 10 5 0 -5 -10 1+50 WETLAND AND SURFACE WATER IMPACTS SUMMARY VVETLANDTM7K= 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) 1 -L- 14+80 to 14+90 TEMP. OVERHEAD POWER LINES < 0.01 2 -L- 13+63 to 14+44 OVERHEAD POWER LINES 0.04 2 -L- 15+30 to 17+96 OVERHEAD POWER LINES 0.11 TOTALS*: j 0.16 j i j 0 j 0 j 0 *Rounded totals are sum of actual impacts NOTES: Revised May 21, 2024 2018 Feb