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Home My WebLink About20231164 Ver 1_BP8.R006_Permit Drawingsco F 0) 0 0 0 00 rn U) L 0 0 E O L c w Nw{� c) G N (� N_Q o �: N Lu LLJ o� Orr-% v 0 v See S Peet S A P or Index of S Peets See Sheet I B For Conventional Symbol s 1155 R ICHMOND COUNTY ANSON ! OUNT Y i Ln N 1148 Ln b !� 70 G� tit , PROJECT BP8.R006 VICINITY MAP DENOTES OFF -SITE DETOUR STATE OF NORTH CAROLINA DIVISION or HIGHWAYS RICH.,V40jVD coujllljj� VTY LOCATION: BRIDGE 1V0. 91 ON SR 1148 (GRASSY ISLAND OVER COLEMANS CREEK TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE TO NO 109 THIS PROJECT IS NOT WITHIN ANY MUNICIPAL CITY LIMITS CLEARING ON THIS PROJECT SHALL BE PERORMED TO THE LIMITS ESTABLISHED BY METHOD BEGIN PROJECT BP8.RO06 -L- POC STA. 13 +15-00 -L- SR 1148 (GRASSY ISLAND RD.) BRIDGE 91 rklr% nnlr%f-r END PROJECT BP8.RO06 -L- POT STA. 19 + 40.00 STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. BP8.RO06 I STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION BP8.R006 PE TO ELLERBE PERMIT DRAWING SHEET 1 OF 5 3/1 s2022 GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared In the Office 0 261610 HYDRAULICS ENGINEER WYCLIFF ROAD SUITE 410 '••+ Dewberry PHONE"�NC 27607 ''��'' 50 25 0 50 100 ADT 2022 = 150 919.8819939 FOR NC p W�Qp ADT 2042 = 300 K = % LENGTH ROADWAY PROJECT BP8.R006 = 0.108 MILES DIVISION OF HIGHWAYS 2018 STANDARD SPECIFICATIONS PLANS D = % LENGTH STRUCTURE PROJECT BP8.R006 = 0.010 MILES P.E. 50 25 0 50 100 0 * T = �0 TOTAL LENGTH PROJECT BP8.R006 = 0.118 MILES RIGHT OF WAY DATE: BENJAMIN STORMER, P.E. SIGNATURE: ROADWAY DESIGN', V = 60 MPH * (TTST = %+DUAL %) MARCH 2O22 ENGINEER a� PROFILE (HORIZONTAL) PROJECT ENGINEER 10 5 0 10 20 FUNC CLASS = LETTING DATE: ANDREW TYSINGER LOCAL NCDOT CONTACT: TIMOTHY F. WELCH, PE NOVEMBER 2022 PROJECT DESIGN ENGINEER P.E. PROFILE (VERTICAL) SUBREGIONAL TIER SIGNATURE: 1 w w i to Z O N w N -I r A5' A3" VJ \62.36' C LD CD cn i O c9 w C3 m m / C 3 L 0 CV +'a C1 N EL CV C 00, L- > �L 0 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "B5750-2" WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF NORTHING: 480012.111(ft) EASTING: 1732106.299(ft) ELEVATION: 192.756(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.9998735818 MCP THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ��- "B5750-2" TO -L- STATION IS ALL INEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 P1 StV�A+58.43 A = 03' 30.6" (RT) D = 2° 5/' 53.2" L = 516.20" T = 158.43' R = 2,000.00" DETAIL A SPECIAL CUT BASE DITCH ( Not to Scale) � N � N z 00 NOTE: LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT C BETWEEN PROPERTY LINES. NO RECORDS FOUND Im Natural 1 Front Ground ?.� D Ditch Slope LBJ Min. D= 2 Ft. B = 1 Ft. FROM STA. 14 + 75 TO STA. 15 + 85 -L- LT O EVERGREEN TIMBERCO NC LLC DB 1870 PG 01 DETAIL B INLET/OUTLET CHANNEL ( Not to Scale) VARIES EXCAVATION SEE SITE PLAN CLASS II RIP RAP @ 1.5:1 OR FLATTER TO TOP OF BANK (2.5' THICK) SEE STRUCTURE PLANS AND QUANTITIES l,/,ll �l/ /Ap,,III SE = EXISTING � '--- - RO = EXISTING _=----____-----21 �_ -_-_-------_---♦ -z1s-_ #// / Illll/� Illlllll/l�I II III _ ___ $AS_E �A_TC:H 2e9- �'� _-- ------2a9---- '-- / /�Illlll IIII II' III \ O ------ _--------�+1s____2a8----_---_--34,5�- ;�/,II„I llllll II' I \R, /- - - - - -- _--_ --___ -_=_=_______� -------_'_---------------_ __- _--------_ _ -----_ -_ _ _ --- - ----_- ^ - -203-- --- /�- - -�' -- -p- _ -- -- ---' / // /'--- - _ ---_ _ _� -202 - -- _-- / / - _ __ _ /i --__ -Kill _ 9 1- .GRASSY ISLAND ROAD SR 1148 w� L AD Sly /48 Lr TO �-�� - G -75-60 ___-- ISTING R/W -lea__ �„w __-//�/_�-- 26.5' EX. RW -----------EX- \-- "---_-182------��;'_____- ,' 1 Zl`P. +75.00 CLASS "II" RIPRAP -WOODS ��- I / 40.00' RT _/ _- -- - - -- - /'WOODS ;'"" �/-----,8,-= - /'� `\`''9 ,^ ARM61t XIS�dNG BANKS AT 1.5:1 WITH CLASS II R1RR14P I.APSTREAM AND DOWNSTREAXk OF EXISTI_N_G EVERGREEN TIMBERCO NC LLC / \ _ / -' - - -' - N- A, ,' I MUD SILLS. SEE DETAIL B. `� DB 1870 PG 01 35q3 W N �550,Aa' BEGIN PROJECT BP8. R006 -L- STA. 13 + 60.00 BEGIN BRIDGE -L - StG. /5 +84.38 II Illlls_=j_`; Dewberry 2610 WYCLIFF ROAD SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC COA No. F-0929 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER n SITE 1 EVERGREEN TIMBERCO NC LLC DB 1870 PG 66 NOTE:LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT BETWEEN PROPERTY LINES. NO RECORDS FOUND IMPERVIOUS DIKE \ + 10.00 40.00' LT t \ \ \ / HIGH rrBRl G ANOOD I& O N PROJECT REFERENCE NO. SHEET NO. BP8.R006 EC-5/CONST.4 RNV SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER DO NOT USE FOR R / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL I UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 5 3/18/2022 D APRROA H SLA #I LE\VATION = 183 16 ' '' �\ \ \\_ ` I \ \s `\\ \ \ \ \ �\-;\\-,\", -_ =�- -= __� �'= IN 47953� E 17331781Of -_ BL STATTION 10+85 84' LEFT \ \ \ ` / /h -_=_= _ _;=_-= _= 9 g === ,, , RR SPIKE\IN BASE OF 28Y PINE\6�'§ �' 'r -__ 1a-9=- ---- ----- - --mac /� ` I _ \ \ - _ - _ _ / \ I 1 r I \ \ +50.00 _ \ ` \ \\ \ �-a/ / \ \ ---_ __ =_\/ /'\ \. �! SIP\r CLASS „N" RIPRAP ` 30' TAPER -/ \\ \\ \ \ \ - ��/ `use /' --- ----\ - �' _,8g \ ! O I\ \ \ I 40.0 LT WO0¢S `� \ \ \ I , \ \ II b rR M1R< is0. \; +50. 0 LT&RT \,� '183\ N`�2°I(3'27 `�__� /\�\�\-=> ` IRETAIIf EX. RW 30.1 ��; \\- \ ` i !--J. ISTuVG R/W __ - __-__ -__-_- __-_-_184-- �1 \-�_-----_--� _' -186- _ -- -�£8I- - - - - - - - - - - - - - - - - - - - - - - - - - - 48[- -- - - - - - - - - _ - _ - - - - - _ TL-- -- - - - - --------____i G}�P---------- - - - - -- O - -EL - o o w -L - /GR S _`RASSY ISLAND ROAD SR 1148 1 TO ELLERBE �w S 58° 43' 28.1" E - - - - t_ -_ - I�.� PavED ROADwaY 40 GI 6 o ---- ---o-- - - - - -- F------------------------------ %RJ------- __�` BL-102 -� -�./ - _ EU- --- - _1a2 -------------- -- -- - _ --_- _ - a4 ___\ ,__---------- ------ --- 1 - - - = -ai_Ir _- _ - - - ---=---181---=---------------=====1a2�- 40 _ 15'.RL1 V + - - �i� -� I l- - �EXI ING /W' +50 0 _ y,_�_ ! , �'+83.00 EX- � 26.5' - --✓ /' �� \-\ -� J -�`_ __WOODS EL 40.00, RT +50.00 TYP. WOODS / -��/ \ -��- 'g'I \-i __ �--------- --18'a4 s `-- tm57 00 +83.00 40.00' RT /' \-- ,� r ------- = 3,�'�;-----_- rX. RNV EX. R/W \ / - - � 45.00' RT 45.00' RT- I 57.00 4000' RT CLASS B RIPRAP / _- 1 TON I / ��q, / ` _ - \ 5,-SY GEOTEXTILE 8 - _ , � � � � -,,'if lid \ \ 71 1 - - END BRIDGE -L - Sta. 16 +4/.63 END PROJECT BP8.R006 -L- STA. 18 + 40.00 0 0 CAROLINA & LIGHT O DB 680 PG 543 + NOTE:LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT O O NO RECORDS FOUND O O BRIDGE APPROACH SLAB 0 PROP PAVED SHOULDER w w w / U) SEE SHEET 5 FOR -L- PROFILE