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Home My WebLink About20201784 Ver 1_Design/Maps/Site Plans Revised_20210429 (3) Wanucha, Dave From:Parker, Jerry A Sent:Tuesday, April 27, 2021 8:19 AM To:Wanucha, Dave Cc:David.E.Bailey2@usace.army.mil Subject:New Hope Church Rd Utility Crossing Attachments:New Hope Church Rd (Bridge 99) Utility Crossing.pdf Dave, The attached plans show the location of the utility line crossing on New Hope Church Rd. It is a perpendicular crossing and it is a natural gas line. Let me know if you have any questions. Jerry Jerry Parker Environmental Supervisor Division 7 North Carolina Department of Transportation 336 256 2063 office jparker@ncdot.gov 1584 Yanceyville St. P.O. Box 14996 Greensboro, NC. 27415-4996 Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. 1 DETAIL A DETAIL B PROJECT REFERENCE SHEET NO. 'DESIGN EXCEPTION: - - SAG VERTICAL CURVE K SPECIAL CUT DITCH BANK STABILIZATION ,�1 VERTICAL SSD INw re Scale) (BANK RE-ESTABLISHMENT) rl� ROADWAYI DESSIIGGNNGE 99 UG-1 HYDRAULICS W" o4 INwro Scala) / _\ P ENGINEER ENGINEER Winne! d 41 D 1 y'�ma Slope %/i_ T,/ PO q, Gemaxale EXCAVATION - MWS CLASS II Min.D= 1 R. GEOTEXTILE SZ IP RAP FILL Type of Liner= CLASS B Rip-Rap Mae.d= 1 R. Type of Liner= CLASS II RIP RAP T=Varies 2'-0' -L-STA.13+00 TO 13+75 LT -L-STA.15+75 1 -L-STA.17+00 TO 18+80 LT -L-STA.16+19 -L-STA.16+94 TO 17+87 RT 4 -L-STA.18+07 TO 18+80 RT 0 0 MOTT MACDONALD 18 E,LLC NOR ENGINEERING y. N LICENSE NO.F-0669 LICENSE NO.F-0116 1 in o N DOCUMENT NOT CONSIDERED FINAL CLASS II RIP RAP ' UNLESS ALL SIGNATURES COMPLETED 'UYO STEPHEN& AMANDA MANESS UP TO ELEV.487.5'(TYP.) J;' 4 Prepared in the DB 5466 PG 124 (STRUCTURE PAY ITEM) rL�r PB 42 PG ITS Office of: M RICHARD C.PHILLIPS M Po ay-]aD s SARA JO PHILLIPS Moir FuaaoY-Vanna,NC 2]526 Ji -L- PT Eta.13+50.00 END BRIDGE '/ DB 6144 PG 497 ACDONALD,w,V..marlme=.comAmerica, -L- PC Sta.10+00.00 BEGIN BRIDGE -L- Eta.16+47.50 • I`.' ' END APPROACH SLAB -L- Sta.15+42.50 3 HDR Engineering,Inc.of the Carolinas _ -L- Sto.16+59.50 �,� 556Rlrenemoesr,S.iN900 Raleigh,NC27601 BEGIN PROJECT /7BP.7.R.1// EXCAVATION !) N.C.B.E.L.S.License Number.F 0116 LIMITS o ./ -L- POC Sta.13+00.00 BEGIN APPROACH SLAB @ SPECIAL CUT DITCH END PROJECT l7BP.7.R.1/1 VERTICAL SCALE HORIZONTAL SCALE j0 -L- Eta.15+3G.5G RCONC EMOVE EXIBENTS / / +85 SEE DETAIL A 1 2' 2' S' • OT Np +00 AND APRONS I1 +60 70' EST.??TONS RIP RAPiiii L POT Sta.19+00.00 Qp Q�p ®GUY 6g \\ EX.RM' A r 70' 75' EST.??SY GEOTEXTILE O SPECIAL CUT DITCH 75' +00 GUY EXIST. 8" PLASTIC ` J W N IX.R'W GUY ;\ \ c ' �� SEE DETAIL A O'TAPER GAS MAIN D.A.T.U.R. WOODS �.� �' 'I D �' U WOODS 60' EXIST. 8" PLASTIC +00 GUY \ \ EST.??TONS RIP RAP +15 �-`� �� DUE DUE GAS MAIN D.A.T.U.R. EX.RAN \ 6 EST.??SY GEOTEXTILE „6 DUE 'UE ' E \ \ $D' DUE oUE T�DUE_ DUE 55' \ DUE DUE DUE r PUE \" \ \\\ �_ �I PDE .. .. - ;E -L- POT Eta.2I+90.00 \ u 7 _ �D O'TAPE• PUE �L BMI \\ -- yiWiiii r,' AFALyg:i', lrrr rG i- EXISTING R�< \ 1, ..^ -! -_ uaa/ phrtitif R .: rF m-nndr"vrtif Jilin . .' '�� 4- )5' o AR�:t�•wore.� 1F'�rrr1 I' "'L 1Br F�I 'r -L SR 1723 NEW HOPE CHURCH RD. TO -40 c @ r i . N 48 49'32.6"E �� _15.RC -------- • ---- Y` r 0 �, GREU-TL3 ao2 uln� Y1 l I -- "eY /� • .- ,:era mi Iy ��a�J �� / _ .. . '-`"�'+?- CAROLYN M.SOUTHERLAND BST \ 'fie --}-'�g�a,,T- _--- • � A f----1i�F i Lere. - .r�raa#E IM POET-` EXISTING R1ii DB 1109 PG 585 \ � PC.- PB 56 PG 164 ( 2 `ta"' PDE PDE E LIPDE PDE •.......... PDE°-e PD I 4 EIO RPW 4I' ° +00 WOODS PUE l \ i 0t+1 +50 viY° \,�� /� / EX U ` -'�"� 50' +00 LT&RT 0 ' SPECIAL CUT DITCH I OII EX.RAN I"' h o WOODS ''' ' SEE DETAIL A II , +65 +90 o 6708992 m EST.??TONS RIP RAP I EX.RN✓ 2 a CLASS 8 RIP RAP N 4 i EST.??SY GEOTEXTILE I SPECIAL CUT DITCH 50' EX.50 EST.1 TON Ra 11 SEE DETAIL A EST.5 SY GEOTEXTILE N 38-L5'42.W N EST.??TONS RIP RAP 2, m V. WOODS +50 a4 EST.??SY GEOTEXTILE 2 EXCAVATION 9°0O'35'W I 50' �� O LIMITS 19.7I' I I I - MARY DELVIN JACOULYN A.PODGER BANK BZATION N 42'58'37.W �"' DB RIOT PG 542 GENE LONSWAY J PROPOSED TOP DB 4833 PG 59 SEE DETAIL 15.07' e, OF BANK PB 42 PG 46 EST.80 TONS RIP RAP N 3112'02'W 5QGG' O EST.90 SY GEOTEXTILE BANK DETAIL BZATION S 2610'39.W ;. JOHN MICHAEL WALKER SEE DB 865 PG 609 18.79' EST.100 TONS RIP RAP N 15°14'53'E a EST.125 SY GEOTEXTILE PB 29 PG IT4 9.60' �� r N 004.9' E �,' �',. O -L- 24.69' gt PI Sta 11+77.24 3 A = 22'16'54.1"(LTJ N 55°34'39'E .25 11.61' NOAH C.BARGER D = 6.21'58.3' N 22°33'08'E IVY R.BARGER N 1 14.15'2'W DB 6038 PG 293 I L = 350.00' NOTE: 11.26' PB III PG II 14.15' PB 73 PG III ZI T = 177.24' TYPE-III ANCHOR UNITS ON N 05.24'36 W R = 900.00' ALL FOUR BRIDGE CORNERS 13.99' 11111111111111 -L- 530 BEGIN PROJECTI I - END GRADE END PROJECT STA. 13+00.00 -STA.18+50.00 STA. 19+00.00 ' EL = 501.23' -_e44n...tow - _ 520 1 CPANI.1.1D3'.'.0EW .105" BEGIN GRADE W/4•DtEP CI _�� STA. 13+50.00 GP FIN - A94 T$' - EL = 497.40' BLEND -- __ alb" - 510 _ - - PI = 14+40.00 PI = 17+60.00 �- _ �D EL = 493.26' EL = 495.15' ,-'' -_-` EXIST REMOVE VC = 180' ING VC = 180' K = 35 �� K = 29 y��1.n.=� � 500 s. }LrL 0.%ra�8 6 s . 1.1111W _ _ - ,> (k1 BRIDGE HYDRAULIC DATA .- t DESIGN DISCHARGE = 2300 CFS --- q -=4 r �� DESIGN FREQUENCY = 25 YRS 490 c -oo g I0� -___IF= �4,-n:"'\319�1 A=� �� ONE DESIGN HW ELEVATION = 485.0 FT "r ' "' w j ID BASE DISCHARGE = 3300 CFS 1 7'a o�a EX T ',7i ®O\� a u ',,,FG u � BASE FREQUENCY = I00 YRS ° Ml'ri s-Ifo - 4 :AAA i W u iL, BASE HW ELEVATION = 486.4 FT 480' fay OVERTOPPING DISCHARGE = 11800 CFS -o 5 i 9 'A Y ,L,r.l s ; 5^ -=" I (.) ate" OVERTOPPING FREQUENCY = 500+ YRS ID u y a Z° tm OVERTOPPING ELEVATION = 493.7 FT cD u-, CLASS B RIP RA' E Ca W �'� 470 SLOPE I.S'I_C2 Y IKIJ I ."Q p (N4 DATE OF SURVEY = 1I/9/20I7 D_ (ETRUCTLURC PA IT Aj�') 24 W.S.ELEVATION m AN 1 '6:VION 'ORMAL W6 AT DATE OF SURVEY = 474.5 FT o<.m ., :.• NRip RAP .EV.-474_5'. Affe EXL.AVA-ION = 1,62 CY . IVN o� 1• • . .I - 460 °C,7 L 10 11 12 13 14 15 16 17 18 19 20 21 22 0