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Home My WebLink About20231164 Ver 1_BP8.R006_Permit Drawings_20220503 (1)_2023082110 0 0 See Sheet 9 A For Index of Sheets See Sheet 9 B For Conventional Symbols 157 1155 } �� ICHMOND \. COUNTY i / I ANSON COUNTY i M 1148 Ln Ln I > b � o , PROJECT BP8.R006 1151 1150 1149 100 Bruton ' Cemetery 1146 entzi�00 - 1148 1319 0 ' \ 1339 1005 1 1307 L� L146 L e� 147 VICINITY MAP entzton a 1148 o a O 0 0 0 0 1005 0 1307 a� DENOTES OFF —SITE DETOUR `LO V RICHMOND COUNTY LOCATION: BRIDGE 1110. 91 ON SR 1148 (GRASSY ISLAND RD) OVER COLEMAIVS CREEK STATE STATE PROJECT REFERENCE NO. SHEET NO. TOTAL SHEETS N.C. BP8.RO06 I STATE PROD. NO. F. A. PROD. NO. DESCRIPTION BP8.R006 PE TYPE OF WORK: GRADING, DRAINAGE, PA VING, AND STR UCTURE WETLAND AND SURFACE WATER IMPACTS PERMIT TO N BEGIN PROJECT BP8.RO06 —L— POC STA. 13 +15.00 BEGIN BRIDGE -L- Sta. 15 + 85 +/- -L- SR 1148 (GRASSY ISLAND RD.) BRIDGE 91 END BRIDGE -L- Sta . 16 + 40 +/- END PROJECT BP8-R006 —L— POT STA. 19 + 40.00 SITE 1 TO ELLERBE PERMIT DRAWING SHEET 1 OF 5 3/182022 ti INCOMPLETE PLANS DO NOT USE FOR R % W ACQUISITION THIS PROJECT IS NOT WITHIN ANY MUNICIPAL CITY LIMITS DOCUMENT NOT CONSIDERED FINAL CLEARING ON THIS PROJECT SHALL BE PERORMED TO THE LIMITS ESTABLISHED BY METHOD UNLESS ALL SIGNATURES COMPLETED el GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared in the Office of: 2610 ROAD HYDRAULICS ENGINEER ,.WYCLIFF SUITE 410 ••, Dewberry PHONE- 50 25 0 50 100 ADT 2022 = 150 ADT 2042 = 300 K = % LENGTH ROADWAY PROJECT BP8.R006 = 0.108 MILES 919.8819939 ''�'' FOR NC DIVISION OF HIGHWAYS n 2018 STANDARD SPECIFICATIONS PLANS D = % LENGTH STRUCTURE PROJECT BP8.R006 = 0.010 MILES PE a 50 25 0 50 100 T = % * TOTAL LENGTH PROJECT BP8.R006 = 0.118 MILES RIGHT OF WAY DATE: BENJAMIN STORMER, P.E. SIGNATURE: � o ROADWAY DESIGN', V = 60 MPH /TTST = %+DUAL % l MARCH 2O22 ENGINEER a �� o��Q PROFILE (HORIZONTAL) PROJECT ENGINEER 10 5 0 10 20 FUNC CLASS = LETTING DATE: ANDREW TYSINGER o� ynp��Q LOCAL NCDOT CONTACT: TIMOTHY F. WELCH, PE NOVEMBER 2022 PROJECT DESIGN ENGINEER PE PROFILE (VERTICAL] SUBREGIONAL TIER_1101111 SIGNATURE: f w n i CO tN z O W W 36' towel Dewberry mi C LSD D- i i c9 El CZD rr 00 w m / C 3 L C� — N, N EL N C O< N L, CL 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 \cncP THE N.C. LAMBERT GRID BEARING AND x O LOCALIZED HORIZONTAL GROUND DISTANCE FROM B5750-2 TO -L- STATION IS ALL INEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 P/ St w 8.43 � = �° 03' 30.6" (RT ) D = 2° 5/' 53.2" L = 3/6.20' T = 158.43' R = 2,000.00' DETAIL A SPECIAL CUT BASE DITCH (Not to Scale) Natural A Front Ground 2•� D `) Ditch Slope Min. D= 2 Ft. B= 1 Ft. FROM STA. 14 + 75 TO STA. 15 + 85 -L- LT z 00 N � NOTE: LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT o BETWEEN PROPERTY LINES. NO RECORDS FOUND Im O EVERGREEN TIMBERCO NC LLC DB 1870 PG 01 DS = EXISTING SE = EXISTING o RO = EXISTING - �'--- _ _ _ _=_ _-_-_-_-_- _ _ 216- _ --�^� -\"�------ ,�/ �jj // I IIIITm l 111 lrl l�l III ----------—Lr�ll�C.l�.l5� L / ------- =-'2- � __ --------------- - ---- - - --- �--- LL�i�TT-C:1=--��__ II 11111111 I - �ztt� -'-ze9----' -' --------.�-__zms---_'�/ _-_-_-_E_Ci�SL=T 1T11 I II 1 _______=- '_ =---zee---_____-_ - - - -- ----- - - - - ---207--' -- _ _ - .' _ - -- /- �i--------- --------= --,2n-_-\'-_ __ - 20 - _ -- —_ &{i: —1—T //i/1/11 �1 1111 II R` -- - _-- _ _ ----------- - - - -- -,zm6-__--_--'--------'/- -----------=_a0=_==-_ _-_��'T 204- _ -=�d- - - - -- ' '- __ -----_ _ -- ' _______ / W-�----- -- - - - _- / --- - - -- - - - �__ _----------_--- L�_J� C ----_ /-- _ _- �----------'-'-_-- i�/// /_ - -'i-�--' -_-_ _- -%_ -- / — — —— _--/__ -- -- _— —' - - - - - - - - -� - - - - - - - - --J- - - - -_- _ -_- - _- - - - - - - -a - - - - X C�RRSS� L w N AD S(d� /48 I - Ic. ` _ _ _ _ - - _ _ _ _ _ - -' /GASSY ISLAND ROAD SR IM8 I 19.5I FA_VED_ RGIABW"A _ -' P 4 9DkY o I, i Or _ _ _ _ -187- - G3, _ - - - - - - - - - - ------------- �' TI G R/W Exls ,- __,_ a<---' _-__'� -183- 26.5' EX.ILW CLASS "II" RIPRAP 82, = ,\ -=------------- W09DS \-' i // -40.00' RT, \ .---------_/'WOODS '- ,- - /-----,a,-' �,_-',---- `� 9" ARMdR-EEXIST BANKS AT 1.5:1 WITH CLASS 11-RIP\RAP Of STREAM - AND DOWNSTREAM OF -EXISTING EVERGREEN TIMBERCO NC LLC /\ - ---'� DB 1870 PG 01 N q �' '' 1 MUD SILLS. SEE DETAIL B. �/ \ l5°35' q3„ W N \5�eg8' BEGIN PROJECT BP8. R006 -L- STA. 13 + 60.00 BEGIN BRIDGE -L - Sta. /5 f84.38 DETAIL B INLETOUTLET 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 r 11r r zzZZ4,A 2610 WYCLIFF ROAD SUITE 410 RALEIGH, NC 27607 PHONE: 919.881.9939 NC GOA No. F-0929 DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER SITE 1 EVERGREEN TIMBERCO NC LLC DB 1870 PG 66 NOTE:LAND POSTED WILDLIFE GAMELANDS/CONSERVATION EASEMENT BETWEEN PROPERTY LINES. NO RECORDS FOUND + 10.00 40.00' LT O N PROJECT REFERENCE NO. SHEET NO. BP8.RO06 EC-5/CONST.4 R/W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLETE PLANS DO NOT USE FOR R / W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 3 OF 5 3/1 &nz- 0 2 2 IMPERVIOUS DIKE ID APRRO H SLAB Sta. 2.5/- �,. #I tELE\VATIOIv = 183�16' EIR 1 \ nor q`.\\ ; \� - ;-=" N �Y7953,7 E 17331781Cf \ \ IS BL STA\TION +85 84' LEFT RR SPIKE \IN BIASE OF 28, PINE \ 1 1, \� \ \\ � \ C�\. � �' i\ --__ �--89-_ -- __'-----_'- - - �" �� \ \ I I \�1 „{ „1 _ \ \ ` \ ` \----- ----\ / \ \�' f SIP 1 \ +50. i] 30' TAPER \ \ \ \ . < \ /' ` ,aa - 1�k��BB \ —CLASS N\ RIPRAP 1 40.00' LT / \ \ \,/ , - \ \ \ f O \ ` LT&RT W/O \ \ \ \SIR \ R MARK lam. \ > I' +50. 0 \_� ''B�\\N\12°10'27'� _ _' /\ \�\�a \\ RETAIj� r EX. RYW\0 S 1 1 O - - lazes' \ - - - = - - - �\ 1 I U € ISTtNG R/W 1 I lE hi,� _ .. .. _ f O � _ �11,�C,Lr!—�zi�`-z� — _ -184_ _ � \ 1 \ I _- - - -_- _ _ _♦ �,a _ - - - - 6 IAI,FrG GRE�TV _ _- =Eg1-- ___ _-� -__- ___-__=--- 1�"9P --------- - ---0 ---- - - - - -- _'----- - - - - -- _, EL— o w -L — GR S�F7A1NlLBIl�fDI�D R0 ll�? 1148 /' TO ELLERBE P 40 GI f o IIIIIIIIIIIIIIIIIIIIIIII'w — 1----n -- -- - -- F ------------- ---------- - - ---��------ ---- --- '--- BL-102 i,• --- ___ -. _ .- -12 _ _- -.-_ .----. -._ r e 15'^ R -V +50 0+ -__� --_---� \\ L \�I\ r i EXI ING /W. \ W{iitl lr BRI _ GE E +83.00 EX. ,',26�5'- - \-, � \-\\\\� i\-� `-\ \�\, HOOD & EL 40.00' RT +50.00 TYP. WOODS �'\--_WOODS 4 / +57.00 +83.00 40.00' RT \-_- //lilll --- EX. RxW EX. RYW'; ez;_ i I'il'I 45.00' RT 45.00' RT ,, II\ +57.00 CLASS B RIPRAP \\ 40.00' RT l YON ii it i 5<'SY GEOTEXTILE / ^ - / 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 / 1n SEE SHEET 5 FOR -L- PROFILE L'L■Ci■LLLJ■ ME■■■■■■■■ -mmmmmmm ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■ -�-----M■■■■ SEE SHEET 4 FOR ■■■■■ ■■■■■ WETLAND AND SURFACE WATER 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 I (ac) Permanent SW impacts (ac) Temp. SW impacts (ac) Existing Channel Impacts Permanent (ft) Existing Channel Impacts Temp. (ft) Natural Stream Design I (ft) 1 15+90 to 16+29 Riprap Bank Stabilization 60 75 TOTALS*: i i i i i j 60 j 75 j 0 *Rounded totals are sum of actual impacts NOTES: 2018 Feb