The URL can be used to link to this page

Home My WebLink About20211043 Ver 1_R-5709_4C_Drawings_20210505 North Carolina Department of TransportationProgram p, 4�� Hi tiway Stormw., .,_. Highway Stormwater m e STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS — �'�o.,..N/ WBS Element: 50205.1.1 TIP No.: R-5709 County(ies): Hoke Moore Page 1 of 3 General Project Information WBS Element: 50205.1.1 TIP Number: R-5709 Project Type: Roadway Widening Date: 12/14/2020 NCDOT Contact: Paul Atkinson,PE Contractor/Designer: Matthew Cook,PE Address: 1202 Birch Ridge Drive Address: 8601 Six Forks Road Forum 1,Suite 700 Raleigh,NC 27610 Raleigh,NC 27615 Phone: (919)707-6707 Phone: (919)653-7350 Email:patkinson@ncdot.gov Email: mcook@rkk.com City/Town: Aberdeen,Raeford County(ies): Hoke Moore River Basin(s): Lumber CAMA County? No No Wetlands within Project Limits? Yes Project Description Project Length(lin.miles or feet): 15.648 MI. I_ Surrounding Land Use: Farmland,Woods,Residential i ME Proposed Projectexisting Site Project Built-Upon Area(ac.) 222.7 ac. 63.3 ac. Typical Cross Section Description: A typical cross-section-178 foot-wide will be used;which will include four 12-foot travel The existing typical cross-section is 24-feet wide with two 12-foot travel lanes and lanes with varying grass medians(23 foot,30 foot,or 46 foot). It also contains varying varying 8 to 10-foot unpaved shoulders. exterior shoulder sections where 10-feet is paved,curb and gutter,and open shoulder section. Annual Avg Daily Traffic(veh/hr/day): Design/Future: 16,100/22,300 Year:2022/2040 Existing: 10,000 Year: 2001 General Project Narrative: R-5709 is a roadway widening project of NC 211 from the existing two lanes to the proposed four lanes in Hoke and Moore Counties. The expansion is 15.648 miles long and (Description of Minimization of Water begins from US 15-501 in Aberdeen to east of SR 1244(West Palmer Street)—SR 1311 (Mockingbird Hill Road)in Raeford. Wetlands,perennial streams,and intermittent Quality Impacts) streams are found within the limits of the project area. The jurisdictional streams within the study area have no impairments and do not provide habitat for any threatened or endangered aquatic species. Design Mitigations for wetlands and streams include: 1. Steepening of roadway fill slopes within jurisdictional areas. 2. Stormwater was designed to avoid direct discharge into jurisdictional features to the maximum extent practicable. 3. Stormwater design velocities entering jurisdictional features have been mitigated to be non-erosive(less than 2 fps). 4. Open shoulder sections were maximized to promote sheet flow from the roadway. 5. Diffuse flow provided at outlets that do not have a well defined outfall. Waterbody Information Surface Water Body(1): UT to Devil Gut Branch NCDWR Stream Index No.: 14-2-11-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SA,SB,SD Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) North Carolina Department of Transportation moo, 4N I'I . t_A ay 41111111awarar Highway Stormwater Program S. STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS .,o„,.,,,. WBS Element: 50205.1.1 TIP No.: R-5709 County(ies): Hoke Moore Page 2 of 3 Additional Waterbody Information Surface Water Body(2): Devil Gut Branch NCDWR Stream Index No.: 14-2-11-7 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SC Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(3): I Quewhiffle Creek NCDWR Stream Index No.: 14-2-14 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SE Buffer Rules in Effect: I N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(4): I UT to Quewhiffle Creek NCDWR Stream Index No.: 14-2-14 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SF,SJ Buffer Rules in Effect: I N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) e Surface Water Body(5): UT to Mountain Creek NCDWR Stream Index No.: 14-2-16-(2) NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SG Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) North Carolina Department of Transportation eo.° 4, I Ihway 4rorxY-1war7°- Highway Stormwater Program STORMWATER MANAGEMENT PLAN (Version 2.08;Released April 2018) FOR NCDOT PROJECTS P WBS Element: 50205.1.1 TIP No.: R-5709 County(ies): Hoke Moore Page 3 of 3 Additional Waterbody Information Surface Water Body(6): UT to Buffalo Creek NCDWR Stream Index No.: 14-2.5 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SH Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) Surface Water Body(7): I UT to Toneys Creek NCDWR Stream Index No.: 14-10-1.2 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: Swamp Waters(Sw) Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SI,SM Buffer Rules in Effect: I N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) i MP Surface Water Body(8): UT to Rockfish Creek NCDWR Stream Index No.: 18-31-(12) NCDWR Surface Water Classification for Water Body Primary Classification: Class B Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? No Comments: NRTR Stream ID: SK,SL Buffer Rules in Effect: I N/A Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? IN/A Dissipator Pads Provided in Buffer? IN/A Deck Drains Discharge Over Water Body? N/A (If yes,provide justification in the General Project Narrative) (If yes,describe in the General Project Narrative;if no,justify in the (If yes,provide justification in the General Project Narrative) General Project Narrative) h I \ See Sheet 1-A For Index of Sheets Se-, Sheet 1-U or n vent/coal SvrvaolS STATE STATE PROJECT REFERENCE NO. SHEET sneers r �� OF NO �� CAROLINA �., 5 SO; t . N.C. R-5709 i BEGIN ,�!� DIVISION OF HIGHWAYS STATE PRO1.NO. P.A PROI.NO. DESCRIPTION PROJECT :,-_�.: t;� ti, 50205.1.1 PE dee i` ,�„aer ..,.'. 50205.2.1 ROW 50205.2.2 UTILITIES 4� �k 50205.3.1 CONSTRUCTION o• ,�a_ 15 ,AF�Irqq MOORE /HOKE COUNTIES O > 501 eighfs ��l I `\ END V, 1 ,1 �. Ashmont PROJECT LOCATION: NC 211 FROM US 15/US 501 IN ABERDEEN TO SR 1244 ,. y9nq 1t % (WEST PALMER ST) /SR 1311 (MOCKINGBIRD HILL RD) IN RAEFORD �%Ai$14►��i��`�«� �,... ° Pine HiII �, Montrose lr.O. TYPEOF WORK: ,� # � • • ° a;nts e°°°°�. �kg EGRADING,DRAINAGE,PAVING, STRUCTURES AND SIGNALS �,�t `I�pH° CFoarland Airport SYP ,. V 401 F4 Timberland. R-i dC�; 50, �ry� sp„ng ``�41 WETLAND AND SURFACE WATER IMPACTS PERMIT DRAWING W A �ffi �;®,,�� SHEET 1 OF 60 ta — L -Y7- PERMIT DRAWINGS VICINITY MAP (NTS) E INDIANA AVE la AI SR 2075( 11 66 12 13 I GLI A 1 9 10 `441�=5-7� 5 16 SITE 13 -Y9B- RESERVA ION ROAD 'Y ABERDEEN RD - CENTRALST 8 ,V,0 �G 1�1718�8• (SR1228) -Y5D- PEE DEE RD 14 MAIN (SR 2063( 7"4.0" 19 67 68 4ga20 2�� END TIP PROJECT R-5709 \`� -SR2- C' OLINA RD ,�"- E(S 12)T 1 SITE 7 (SR 077) BEi RU2125VE b SITE 8 !n'�/��• 69 —L— PT Sta. 835+30.00 rtIllY4- �0� DEEN E SOUTH ST Z Z t(J .% . 24 ABERDEEN RD (SR 2064)KEYSER 55A S ,v E OAK$T OW 00 2••I W.�Ir. 26 -Y10- BEGIN TIP PROJECT R-5709 (EYSER S •it SITE 6A (5R 2D73) w ASHMONT RD -Y,- ��'y SITE 5,6 °= SITE 9,10,11ii � Ls (SR,225) 11� —L— POT Sta. 10+32.11 MOFIELD WAY -UNE Y9E- US `�n�, 29 30 06- 15.501 UNE AVE -Y9D- TO Ag �, (S' SITE 3,4 RESERVATION 22B) RD 73 SITE IS '1 �+ 31 SITE 22 eROF,N ` SITE 12,14 •'�• SITE 21 -Y2- T 98 GLAS•2W ST SITE 1,2 o�iG''r,�o�`0't' ASHMONT RD SITE 22A -L- POT STA.362+18.44 BK= (SR 1225) oRo -L- POT STA.361+50.00 AH 71 ja vN�F 31 -Y11- 72 1 t OLD NC 211 McCAIN SITE 16 (SR 1318( -Y12- OLD NC 211 McCAIN �,`•`0 (SR 1318) �� 65 62 V64 4401W3 � V� _Y27_ 34 35 70 6 �71 , „„.„ 33 � 38 SITE 17 59�60.�� '�i ll .��%'I 40 41 42 SITE 18 SITE 19 54 �I��_1_�\ ,,� '''- _ 0 3 `r�`j��'�' 44 4 5/Vil i�'(r� r; �, ��'�� 46 52' i wi 47 51 �� ED 48 49 50 V�� SITE 20 ry NOTE: ��`I—�\' y 1.A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ��, u, THE TOWN OF ABERDEEN & THE CITY OF RAEFORD. INCOMPLETE PLANS - 2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS 00 NOT USE FOR RAW ACQUISITION c ESTABLISHED BY METHOD II& III AS DESCRIBED IN THE GENERAL NOTES. DOCUMENT NOT CONSIDERED FINAL PROPOSED SIGNAL L, 3.THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS UNLESS ALL SIGNATURES COMPLETED • • BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. a / _ PLANS PREPARED BY: HYDRAULICS ENGINEER ET V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH R ( ( 8601 s Forks Road Form ,Sune 700 RALEIGH,NORTH CAROLINA Suite27615-3960 L ADT 2024 = 16,400NC LICENSE NO.F-0112 50 25 0 50 100 ADT 2044 = 23,400 LENGTH ROADWAY TIP PROJECT R-5709 15.607 miles 1-888 521-4455 OR 919-878-9560 K = 9% FOR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION io ®qg�"4 w D 60% LENGTH STRUCTURE TIP PROJECT R-5709 0.031 miles 2018 STANDARD SPECIFICATIONS �0 "' PLANS s T 21% * TOTAL LENGTH OF PROJECT R-5709 15.638 miles SIGNATURE: P.E. 50 25 0 50 100 **V = 50 MPW60 MPH RIGHT OF WAY DATE: Brandon McInnis, PE e M j y * TTST = 16% DUAL 5% APRIL 23,2021 PROJECT ENGINEER ROADWAY DESIGN A r 'PROFILE (HORIZONTAL) FUNC CLASS = NCDOT CONTACT ENGINEER ��R ®'�'v _t t MINOR ARTERIAL LETTING DATE: Mary Mays Yahl, PE °R ?Roe 0 L 10 5 0 10 20 REGIONAL TIER NL Cr ` Elmo E.Vance,Jr. MARCH 19,2024 PROJECT DESIGN ENGINEER . i I 1 I 1— **DESIGN SPEED CHANGES PROJECT MANAGER P.E. Q J PROFILE (VERTICAL) SAT COUNTY LINE SIGNATURE, J oP PROJECT REFERENCE NO. SHEET NO. 0' N DETAIL B - al DETAIL A DETAIL C DETAIL D DETAIL E PM SHEET NO. SPECIAL CUT DITCH LATERAL'V' DITCH SPECIAL LATERAL'V'DITCH SPECIAL CUT BASE DITCH R-5709 -/ (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) SPECIAL LATERAL'V'DITCH ROADWAY DESIGN HYDRAULICS (Not to Scale) ENGINEER ENGINEER°< Front b Ditch _1 Fill Ground ...7 A.\°t�\ Slope GNround 3. \ 1"/Et. Slope Natural 3'� et Fill Ground 3. T $'� Ditch \ 7 3'• Pe +1t I I Naturalural Front A'• t Fill °hej! D D Ground 3,7 of ° Slope iD Slope Ground S\O a Slope Min.D= 1.0 Ft. Min.D= 0.90 Ft, D a I °Pfj D o� b= SEE BELOW 4.=.! Min.D= 1.0 Ff. °he B= 10 Ft. -L-FROM STA.81+00 TO STA.89+50 RT Min.D= 1.0 Ft. _ Min.D= 1.0 Ft. -L-FROM STA.94+50 TO STA.97+50 RT -L-FROM STA.367+50 TO STA.371+50 RT,b=5' -Y14-FROM STA.11+00 TO STA.13+00 LT -L-FROM STA.113+50 TO STA.116+50 RT -L-FROM STA.391+00 TO STA.393+00 RT,b=2' -L- FROM STA.467+49 TO STA.468+04 RT -L-FROM STA.179+00 TO STA.185+00 LT -L- FROM STA.134+00 TO STA.135+75 RT -L-FROM STA.393+50 TO STA.396+00 LT,b=2' -L-FROM STA.479+00 TO STA.480+50 RT -L-FROM STA.189+00 TO STA.194+00 LT -L-FROM STA.144+50 TO STA.145+66 LT -L-FROM STA.499+50 TO STA.502+00 RT;b=2' -L- FROM STA.502+00 TO STA.503+00 RT -L- FROM STA.226+00 TO STA.230+00 RT -L-FROM STA.156+00 TO STA.157+00 LT -L-FROM STA.707+50 TO STA.708+27 RT,b=5' -L-FROM STA.505+35 TO STA.506+00 RT -L-FROM STA.368+00 TO STA.371+00 LT DOCUMENT NOT CONSIDERED FINAL -L-FROM STA.165+50 TO STA.169+50 LT -L-FROM STA.711+50 TO STA.716+40 RT,b=5' -L-FROM STA.545+48 TO STA.547+00 RT -L- FROM STA.379+50 TO STA.380+50 RT UNLESS ALL SIGNATURES COMPLETED -L-FROM STA.174+00 TO STA.175+00 LT -L-FROM STA.736+50 TO STA.737+93 RT,b=2' -L-FROM STA.568+50 TO STA.569+00 LT -L-FROM STA.387+50 TO STA.389+50 LT -L-FROM STA.191+50 TO STA.192+50 RT -L- FROM STA.743+50 TO STA.745+00 RT,b=5' -L-FROM STA.716+39 TO STA.724+00 RT -L-FROM STA.426+00 TO STA.428+50 RT -L-FROM STA.194+50 TO STA.195+00 RT -L-FROM STA.747+00 TO STA.748+50 RT,b=5' -L- FROM STA.825+00 TO STA.826+50 RT -L-FROM STA.430+50 TO STA.432+50 LT PERMIT DRAWING -L-FROM STA.223+00 TO STA.224+50 LT -L-FROM STA.750+11 TO STA.756+50 RT,b=5' -SR1-FROM STA.15+00 TO STA.17+50 RT DETAIL G -L-FROM STA.477+75 TO STA.479+00 LT -L-FROM STA.227+00 TO STA.227+50 LT -L-FROM STA.751+00 TO STA.753+50 LT,b=5' -Y9C-FROM STA.11+00 TO STA.14+50 LT -L- FROM STA.480+50 TO STA.483+00 LT SHEET 2 OF 60 -L-FROM STA.238+05 TO STA.238+50 RT -L-FROM STA.768+00 TO STA.772+00 LT,b=4' -Y11-FROM STA.11+08 TO STA.11+50 RT SPECIAL CUT DITCH -L-FROM STA.480+50 TO STA.498+00 LT -L-FROM STA.266+00 TO STA.268+00 LT -L-FROM STA.806+50 TO STA.808+00 RT,b=5' -Y11A-FROM STA.10+25 TO STA.11+50 LT (Not to scale) -L-FROM STA.376+00 TO STA.376+36 LT -L-FROM STA.812+30 TO STA.813+50 RT,b=5' -Y11A-FROM STA.11+00 TO STA.11+50 LT t Front -L-FROM STA.498+00 TO STA.499+37 RT ° Ditch -L-FROM STA.507+50 TO STA.511+50 LT -L-FROM STA.398+50 TO STA.400+50 LT -Y11-FROM STA.10+64 TO STA.11+00 b=2' -Y14-FROM STA.10+50 TO STA.14+50 RT Natural A',ge< Slope -L-FROM STA.524+50 TO STA.526+91 RT -L-FROM STA.415+64 TO STA.417+00 LT -Y11E-FROM STA.11+00 TO STA.11+50 LT,b=2' -Y15-FROM STA.11+75 TO STA.14+50 LT Ground 47 D F\° -L-FROM STA.568+50 TO STA.569+00 LT -L-FROM STA.424+00 TO STA.424+82 LT -Y12-FROM STA.11+00 TO STA.11+50 RT,b=2' -Y15-FROM STA.12+50 TO STA.14+50 RT d -L-FROM STA.573+50 TO STA.576+83 LT -L-FROM STA.428+00 TO STA.428+50 RT -Y22-FROM STA.11+00 TO STA.11+50 LT,b=5' -Y20-FROM STA.13+00 TO STA.14+90 LT -L-FROM STA.685+50 TO STA.686+25 RT li r -L-FROM STA.435+44 TO STA.439+50 LT -Y20- FROM STA.13+00 TO STA.15+10 RT Geotextile Min.D= 1.5 Ft. -L-FROM STA.698+00 TO STA.700+50 LT-L-FROM STA.464+50 TO STA.465+50 LT -Y23- FROM STA.10+85 TO STA.11+50 RT Al.��, -L-FROM STA.472+00 TO STA.477+75 LT DETAIL F -Y23-FROM STA.10+96 TO STA.12+00 LT Type of Liner= Class B Rip-Rap Max.d= 1.0 Ft. -L-FROM STA.767+50 TO STA.769+50 RT -L-FROM STA.484+00 TO STA.487+50 LT -Y24-FROM STA.12+00 TO STA.13+37 RT -L-FROM STA.820+50 TO STA.822+49 RT -L-FROM STA.520+00 TO STA.532+00 LT SPECIAL CUT BASE DITCH -Y26-FROM STA.10+45 TO STA.14+00 RT -L-FROM STA.385+00 TO STA.386+00 LT -L-FROM STA.822+96 TO STA.823+30 LT -L-FROM STA.544+00 TO STA.549+50 LT (Not to Scale) -Y26-FROM STA.15+00 TO STA.18+50 RT -L-FROM STA.471+00 TO STA.471+50 LT -L-FROM STA.832+50 TO STA.834+00 LT -L-FROM STA.551+50 TO STA.552+00 LT -Y26-FROM STA.19+50 TO STA.25+00 LT -L-FROM STA.541+00 TO STA.542+00 RT -DR3-FROM STA.12+50 TO STA.13+15 LT -L-FROM STA.572+50 TO STA.573+00 LT Natural A of -Y26A- FROM STA.10+50 TO STA.11+00 RT -L-FROM STA.772+00 TO STA.774+00 LT -DR4-FROM STA.11+00 TO STA.12+50 RT Fill -L-FROM STA.772+50 TO STA.773+48 RT -Y9A-FROM STA.32+70 TO STA.34+00 RT -L-FROM STA.578+00 TO STA.580+29 LT Ground 3.7 3'% shec Slope Y26A- FROM STA.10+50 TO STA.12+50 LT -Y9B-FROM STA.14+00 TO STA.15+30 LT -L-FROM STA.592+50 TO STA.596+00 RT d`: D P° -Y26A- FROM STA.14+50 TO STA.15+50 LT -Y9C- FROM STA.14+50 TO STA.15+40 RT -L-FROM STA.623+50 TO STA.643+00 RT -Y27-FROM STA.11+12 TO STA.13+00 RT -Y26-FROM STA.11+41 TO STA.12+48 LT -L-FROM STA.642+50 TO STA.670+50 LT Geotextile lel -L- FROM STA.656+00 TO STA.665+15 RT Min.D= 1.0 Ft. -L-FROM STA.671+20 TO STA.676+00 LT Max.d= 0.5 Ft. -L-FROM STA.676+50 TO STA.678+50 LT B= 4 Ft. DETAIL J -L-FROM STA.681+00 TO STA.684+00 RT Type of Liner= Class B Rip-Rap -L-FROM STA.685+50 TO STA.690+00 LT SPECIAL CUT BASE DITCH -L-FROM STA.692+00 TO STA.696+00 RT -L-FROM STA.426+00 LT TO STA.431+00 LT (Not to Scale) -L-FROM STA.699+00 TO STA.700+00 RT -L- FROM STA.701+00 TO STA.707+50 RT -L-FROM STA.708+66 TO STA.710+03 LT Natural \ et Front"o -L-FROM STA.710+00 TO STA.711+50 RT DETAIL H Graand c., TD tQ°n °i,`; -L-FROM STA.715+00 TO STA.715+50 LT MEDIAN V DITCH + -L-FROM STA.725+50 TO STA.726+50 RT (Not to Scale) W Min.D= 1.0 Ft. -L- FROM STA.726+50 TO STA.731+50 LT Shoulder Shoulder B= 4 Ft. -L-FROM STA.730+00 TO STA.731+50 RT Pointo t Paint -L-FROM STA.733+50 TO STA.736+00 LT F/o6e°•7 Ao F�°�o -L- FROM STA.596+00 TO STA.607+00 RT -L-FROM STA.736+00 TO STA.736+50 RT -L- FROM STA.718+50 TO STA.719+00 LT -L-FROM STA.743+00 TO STA.745+00 LT -L-FROM STA.745+00 TO STA.747+00 RT -L- FROM STA.746+50 TO STA.751+00 LT -L-FROM STA.753+50 TO STA.755+00 LT -L-FROM STA.368+04 TO STA.368+50 Median -L-FROM STA.756+50 TO STA.757+00 RT -L-FROM STA.389+50 TO STA.390+50 Median DETAIL L -L-FROM STA.766+50 TO STA.768+00 LT -L-FROM STA.397+50 TO STA.398+52 Median TAIL BASE DITCH -L-FROM STA.769+50 TO STA.772+50 RT -L-FROM STA.398+52 TO STA.399+00 Median (Not to Scale) -L-FROM STA.773+48 TO STA.775+50 RT -L-FROM STA.415+00 TO STA.416+00 Median -L-FROM STA.778+50 TO STA.782+50 LT -L-FROM STA.437+50 TO STA.438+28 Median DETAIL K Natural Natural DETAIL M -L-FROM STA.778+50 TO STA.779+50 RT -L-FROM STA.458+00 TO STA.460+00 Median SPECIAL LATERAL BASE DITCH Ground • 4-7 T A.\ Ground SPECIAL CUT BASE DITCH -L-FROM STA.786+00 TO STA.786+97 LT -L-FROM STA.465+00 TO STA.466+50 Median (Not to Scale) D I Not to Scale) -L-FROM STA.786+50 TO STA.794+32 RT -L- FROM STA.473+00 TO STA.477+00 Median -L-FROM STA.795+28 TO STA.795+65 RT -L-FROM STA.478+00 TO STA.483+94 Median Min.D= 1.5 Ft. -L-FROM STA.808+00 TO STA.809+54 RT -L- FROM STA.498+36 TO STA.499+34 Median Natural A� t Fill 6= 4 Ft. Natural \ Front -L-FROM STA.809+00 TO STA.811+00 LT -L-FROM STA.513+00 TO STA.515+00 Median Ground o� 3.7 D ° Slope _ _ Ground 3.7 D $'' Ditch -L--L-FROM STA.812+30 TO STA.812+33 RT -L-FROM STA.524+50 TO STA.527+50 Median F7ohe °t BegI.5358.94;End EI.TA.665+15 =358.68 DDE 633 CY �� Slope -L-FROM STA.814+00 TO STA.815+00 RT -L-FROM STA.547+50 TO STA.549+33 Median B Min.D= 1.0 Ft. B -L-FROM STA.815+00 TO STA.816+50 LT -L-FROM STA.562+50 TO STA.563+50 Median -L-STA.773+35 LT(RT OF RR);S=1.25%;L=40'; Min.D= 1.0 Ft. -L-FROM STA.572+00 TO STA.575+50 Median 6= 4 Ft. EL=297.00;End EL=296.50;DDE%;L CY B= 4 Ft. -L-FROM STA.818+50 TO STA.820+5016 RTBeg -L- FROM STA.821+50 TO STA.822+96 LT -L-FROM STA.582+50 TO STA.587+61 Median -L-STA.773+35 LT(LT OF RR);S=1.08%;L=28'; -L-FROM STA.822+50 TO STA.822+64 RT -L-FROM STA.594+00 TO STA.605+56 Median -L-FROM STA.445+50 TO STA.447+00 LT Beg.EI.=296.19;End E1.=295.89;DDE=16 CY -L-FROM STA.445+50 TO STA.447+00 LT -L-FROM STA.826+50 TO STA.827+50 RT -L-FROM STA.499+34 TO STA.501+00 LT -L-STA.774+00 LT;S=5.24%;L=63'; -L-FROM STA.832+00 TO STA.834+00 LT -L-FROM STA.619+00 TO STA.6 +50 Median -L-FROM STA.717+00 TO STA.718+50 LT Beg EI.=299.80;End EI.=296.50;DDE=35 CY -L-YF- FROM STA. A.12+505 TO STA .15+00 LT -L-FROM STA.629+00 TO STA.633+50 Median -Y24- STA. STA.15+00 LT -Y9A-FROM STA.26+00 TO STA.27+00 LT -L-FROM STA.640+00 TO STA.647+75 Median -L-FROM STA.810+49 TO STA.812+30 RT -L-STA.812+30 RT;S=0.00%;L=68'; C -Y9D-FROM STA.11+80 TO STA.13+00 LT -L-FROM STA.654+00 TO STA.659+00 Median Beg EI.=280.58;End EI.=280.58;DDE=120 CY rn -D -Y9D- FROM STA.15+00 TO STA.15+50 LT -L-FROM STA.659+50 TO STA.665+15 Median • L-/-Y11A-FROM STA.376+00 TO STA.376+39 RT -L-FROM STA.696+00 TO STA.697+50 Median ,°, -Y21-FROM STA.10+81 TO STA.11+50 LT -L-FROM STA.701+00 TO STA.706+00 Median o -Y21-FROM STA.10+71 TO STA.12+00 RT -L-FROM STA.716+39 TO STA.717+50 Median DETAIL N DETAIL 0 DETAIL P DETAIL Q -Y22-FROM STA.11+00 TO STA.11+59 LT -L-FROM STA.724+50 TO STA.727+00 Median SPECIAL LATERAL BASE DITCH LATERAL'V' DITCH SPECIAL LATERAL'V'DITCH SPECIAL CUT'V'DITCH u -Y26-FROM STA.14+00 TO STA.14+50 RT -L-FROM STA.752+00 TO STA.753+00 Median I Not to Scale) (Notto Scale) (Not to Scale) (Not to Scale) -Y26- FROM STA.18+50 TO STA.23+50 RT -L-FROM STA.758+00 TO STA.760+00 Median o -Y26A-FROM STA.13+00 T TA. 15+1 RT -L-FROM STA.763+50 STA.764+50 Median b o -DR1-FROM STA.11+00 TO 12+50STA. LT -L-FROM STA.773+41 TO STA.775+00 Median Natural \ot Fill Natural \ Fill > -DR1-FROM STA.11+00 TO STA.12+00 RT Ground 4. $' et Slope ' Fill 3'. et slope Natural \°t Fill _ -L-FROM STA.778+50 TO STA.779+00 Median ��D \off Ground :) D V.M. Slope Natural on A' et O -L-FROM STA.780+50 TO STA.781+50 Median � F d Ground ?) D otF Ground .7.7 D F\o' Slope m -L-FROM STA.788+50 TO STA.790+50 Median l "' Min.D= 0.65 Ft. d n Geotextile LO -L-FROM STA.796+26 TO STA.803+50 Median B= 4 Ft. Min.D=1.5 Ft. -L-FROM STA.810+67 TO STA.815+00 Median Ge°textile Max.d=1.5 Ft. Min.D= 1.1 Ft. Min.D=2.0 Ft. - i -L-FROM STA.817+00 TO STA.817+37 Median Maz.d= 0.5 Ft. cJ -L-FROM STA.391+00 TO STA.393+00 RT b=5 Ft. Type of Liner= Class B Rip-Rap c -L-FROM STA.505+50 TO STA.506+00 RT Type of Liner= CL B Rip-Rap i - -L-FROM STA.480+50 TO STA.481+00 RT o, -L-FROM STA.393+00 TO STA.393+50 LT -L-FROM STA.542+00 TO STA.543+00 RT -L-FROM STA.489+50 TO STA.498+00 RT -L-FROM STA.407+50 TO STA 415+64 LT -Y12-FROM STA.11+07 TO STA.12+00 RT -L-FROM STA.496+00 TO STA.497+50 LT s -L-FROM STA.498+00 TO STA.499+37 RT -L-FROM STA.506+00 TO STA.507+50 RT o -L-FROM STA.787+79 TO STA.800+50 LT -L-FROM STA.731+50 TO STA.733+27 RT 0 i N C E E C L EN INEERING 1223 Jones Franklin Rd. ETH ERNG Raleigh,N.C.F-0377 License No.F-0377 C Bus: 919 851 8077 Fax: 919 8518307 N rRAsro EN wors,uN-BRIDGE/STRUCTURE a4M DESIGN-GIS/CYG-COxSrROCrION OBSERVATION 60 RK/f( ti P:(919)878-9560 8601 Six Forks Road,Forum 1,Suite 700 U NC License No h,Nodh Carolina 27815 3960 N Tu Engineers I Construction Managers I Planners I Scientist N=LL rraw.ticconl vCCli Responsive People I Creative Solutions Cr PROJECT REFERENCE NO. SHEET NO. Cr R-5709 2D-2 DETAIL S RAN SHEET NO. DETAIL R SPECIAL LATERAL BASE DITCH DETAIL T DETAIL V ROADWAY DESIGN ENGINEER HYDRAULICS SPECIAL LATERAL BASE DITCH (Not to Scale) LATERAL BASE DITCH ENGINEER (Nor to Scale) (Not to Scale) DETAIL U SPECIAL LATERAL BASE DITCH (Not to Scale) Natural of Fill I b { SPECIAL LATERAL'V'DITCH Natural t Ground 3•) 3•' \\et Slope Natural �-- (Not to Scale) 3. o Fill \O d I J. Fill ,\ •((� Ditch Ground 3) 3'� Slope Ground )• A.\\yet Slope di D Ground / D g'.\ lift. slope \', Front Natural Fill A. F\o Natural h' Q\P' SlopeD d " ' D Geotextile B GEOTE%TILE�~ B Ground 3') D OL d _ Geotextile �rii,. Min.D= 1.0 Ft. Min.D= 1.0 Ft. d Geotextile In Min.D= 1.0 Ft. Max.d= 1.0 Ft. Max.d= 0.5 Ft. Min.D= 1.2 Ft. B= 4 Ft. 'When B is< 6.0' B= 8 Ft. Geotextile Max.d= 0.5 Ft. Min.D= 1.0 Ft. Max.d= 1.0 Ft. Type of Liner= Class B Rip-Rap b= 2 �. B= 4 Ft. Type of Liner= CLASS B Rip-Rap Type of Liner= Class B Rip-Rap Max.d= 0.5 Ft, B= 6 Ft. Type of Liner= Class B Rip-Rap -L-FROM STA.431+00 TO STA.432+50 LT Type of Liner= CLASS B Rip-Rap DOCUMENT NOT CONSIDERED FINAL -L-FROM STA.543+00 TO STA.545+48 RT -L-FROM STA.831+00 LT TO STA.832+00 LT -L-FROM STA.418+00 TO STA.420+50 LT Y14 FROM STA.13+00 TO STA.14+50 LT -L-FROM STA.497+00 TO STA.499+34 LT -L-FROM STA.715+50 TO STA.717+00 LT _ - UNLESS ALL SIGNATURES COMPLETED -L-FROM STA.500+50 TO STA.501+00 LT -Y14-FROM STA.13+00 TO STA.14+50 LT PERMIT DRAWING SHEET 3 OF 60 • DETAIL X ,idWI POND OUTLET CONTROL (Not to Scale) DETAIL W TYPICAL OF DAM BREACH DETAIL Z DETAIL AA BERM DITCH i 3'1 SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCH 04 Y (Not to Scale) Fi ' 2 G (Not to Scale) I Not to Scale) d F 6.5 3:1 Fill Natural 0Slope Natural _L b.:‘ Fill 4.5 Ground 0.7 D Ground 3) D Slope ?)' JP-' 48"RCP CL III 8 DIP d Io.o v.c. D 48"RCP CL III Geotextile RETAIN Min.D= 1.0 Ft. Min.D= 1.4 Ft. Min.D= 1.5 Ft. Type of Liner= Class B Rip-Rap Max.d= 0.5 Ft. - -Y13-FROM STA.11+50 TO STA.12+00 LT -L-FROM STA.378+50 TO STA.384+50 LT -Y13-FROM STA.15+50 TO STA.19+00 LT REMOVE 8"DIP TO THIS POINT I -L-STA.168+02 LT DETAIL BA DETAIL CA DETAIL DA DETAIL EA DETAIL FA SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH 10'WIDE BERM STANDARD TAIL'V'DITCH SPECIAL CUT DITCH I Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) R Front tch Natural \at Front Natural 1 of Front I 10' I Natural i Natural Ground and tural OR F<q) AOR F� Slope Ground 3• 3' et Ground 3) A' '' Fro Ground \ Ground �F D d ) �D \oiy Slope d) D F\o Pe 4:1 4:1 / 3.) g. d R Ditch Ditch II D Geotextile B Geotextile g ac Distance Varies Depending Upon Specified Elevation / ='I Geotextile Min.D= 1.0 FL Min.D= 1.0 Ft. Min.D= 1.2 Ft. Min.D= 2.1 Ft. D I Type of Liner= Class B Rip-Rap Max.d= 0.5 Ft. Max.d= 1.0 Ft. Max.d= 1.0 Ft. I '/ -L-STA.448+96 TO STA.449+78 LT;S=0.33%;L=82'; D=Varies;f Distanceer �\ y -in wNot ral Beg.EI.=473.74;End EI.=473.47;DDE=5 CY -L-FROM STA.146+00 TO STA.146+50 RT B= 6 Ft. B= 8 Ft. from Top of Berm to ��11L..�� Natural Ground Type of Liner= CLASS B Rip-Rap Type of Liner= CLASS B Rip-Rap lowest control point or Proposed Ditch -L-STA.656+70 LT;;S=0.85%;L=39'; -L-FROM STA.458+50 TO STA.459+50 LT Beg.EI.=362.33;End EI.=362.00;DDE=4 CY -L-FROM STA.700+50 TO STA.708+27 LT -L-FROM STA.415+64 TO STA.417+00 LT -Y14-FROM STA.10+50 TO STA.11+00 LT -L-STA.386+00 LT;TOP ELEVATION=447.3 -L-FROM STA.686+92 TO STA.687+42 RT;S=5.00%;L=50'; -Y14-FROM STA.11+00 TO STA.13+00 LT -L-STA.407+50 LT;TOP ELEVATION=447.8 Beg EI.=343.60 TO End EI.=341.08;DDE=6 CY -L-STA.471+50 LT;TOP ELEVATION=447.0 -L-FROM STA.772+50 TO 773+30 LT(RT OF RR);S=6.34%;L=82'; -L-STA.518+75 LT;TOP ELEVATION=447.5 Beg El.=301.7;End El.=296.5;DDE=9 CY -L-STA.708+44 LT;TOP ELEVATION=349.2 -L-FROM STA.772+94 TO 773+36 LT;S=6.45%;L=62'; Beg El.=301.0;End EI.=297.0 c -L-FROM STA.774+00 TO 774+19 LT;S=4.00%;L=30'; m Beg El.=299.8;End El.=301.0 -Y9C-STA.14+50 RT;5=3.5%;L=100'; oo Beg EI.=448.2;End EI.=444.7 -Y13-STA.12+00 RT;;S=0.48%;L=44'; o Beg.EI.=473+95;End El.=473.74;DDE=4 CY DETAIL GA DETAIL HA DETAIL IA DETAIL JA 1 TOE PROTECTION LATERAL BASE DITCH Norm scale (Not to scale) STANDARD TAIL'V'DITCH SPECIAL CUT'V'DITCH ( l I Not to Scale) (Not to Scale) � met b _ \ Q Natural G1 Natural 1�o`\S\oQo Ground 3) •'\ lift. Slope Fill Natural Natural +'7 pe Ground •) \ Ground GNround 3•)� -0,turalt Ditch ^ Ground b Q d 4 N. D Front 9 �e Slope CC I d Min.D= 1.0 FT. D d= 3 Ft. Min.D= 1.0 Ft. c b= 5 Ft. Geotextile B= 4 Ft. b= 5 Ft. -L-FROM STA.479+00 TO 479+18 RT;L=74' Min.D= 1.0 Ft. m Type of Liner= Class B Rip-Rap S=0.95%;Beg EI.=436.7;End EI.=436.0;DDE=11 CY -L-FROM STA.579+50 TO STA.582+17 RT c -L-FROM STA.527+84 TO 528+41 RT;L=113' o -L-FROM STA.14+22 TO STA.15+92 RT -L-FROM STA.607+00 TO STA.610+77 RT S=2.27%;Beg EI.=426.4;End EI.=429.0;DDE=17 CY -L-FROM STA.690+00 TO STA.692+00 RT -L-FROM STA.34+63 TO STA.35+50 RT -L-FROM STA 612+00 TO STA.622+00 RT -L-FROM STA.526+91 TO 527+36 RT;L=120' -L-FROM STA.165+16 TO STA.166+00 RT -L-FROM STA 811+07 TO STA.812+30 RT S=3.48%;Beg EI.=431.17;End EI.=427.0;DDE=18 CY -L- FROM STA.168+20 TO STA.169+35 RT -Y26A-FROM STA.11+00 LT;L=219' ,• -L- FROM STA.210+75 TO STA.212+50 LT c -L-FROM STA.337+00 TO STA.338+50 RT S=2.28%;Beg EI.=283.0;End EI.=278.0;DDE=24 CY E -L-FROM STA.396+00 TO STA.397+50 LT c -L- FROM STA.419+00 TO STA.421+50 RT 1223 Jones Franklin Rd. -L-FROM STA.483+00 TO STA.484+46 RT ETH ERILL Raleigh,N.C.27606 > -L-FROM STA.556+50 TO STA.560+00 RT EN RING License No.F-0377 C -L-FROM STA.557+80 TO STA.559+75 LT Bus: 919 851 8077 to -L-FROM STA.561+50 TO STA.565+50 LT Fax: 919 851 8107 -L-FROM STA.566+35 TO STA.568+00 RT IAANSPORTATIONPLANNING/DESIGN-eruoGc/sraucrsrrorsIGN f -L-FROM STA.585+00 TO STA.587+60 LT GMI/SITE DESIGN-GIS/CYS-CONSTRUCTION OBSERVATION CC -L-FROM STA.590+00 TO STA.591+50 LT w a -L-FROM STA.614+00 TO STA 616+93 LT R ( f n -L-FROM STA.831+30 TO STA.832+00 LT -L-FROM STA.831+30 TO STA.832+00 RT 8601Cxrsso 8a01 Six Forks Rood,Forum1,Suite 700 -Y11B-FROM STA.10+35 TO STA.11+40 RT Raleigh,North Carolina 27815J960960 o -Y11D-FROM STA.12+53 TO STA.14+75 LT NC License No.F-0112 -D` -Y12-FROM STA.11+00 RT TO STA.11+58 RT Engineers l Construction Managers I Planners I Sdentistin _ -Y26-FROM STA.13+50 LT TO STA.14+50 LT wxw.rkk.com i CE Responsive People I Creative Solutions o• PROJECT REFERENCE NO. SHEET NO. Cr R-5709 2D-3 co DETAIL LA DETAIL MA DETAIL NA DETAIL OA DETAIL PA R'W SHEET NO. SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH LATERAL'V' DITCH ROADWAY DESIGN HYDRAULICS (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) ENGINEER ENGINEER Front Front of Ditch of Ditch b Natural 3', et SlopeNatural 3A• 6, Slope of \ t Ground `?'/ Q\O Ground 3) F\p� Pe Natual .\ `f- Fill Natural A� of Fill Natural 3' ogg Fill D D Ground :) D 1^iFt. Slope Ground .- D F\off Slope Ground 3.1 D 0t\ Slope d d d Geotextile Geotextile Min.D=2.0 Ft. Min.D=1.5 Ft. Georexrile Type of Liner= CI I Ri Ra Max.d=1.0 Ft. Type of Liner= ClB Rip-Rap Ra Max.d=1.2 Ft. Min.D=2 Ft. Min.D=0.0-1.0 Ft. Min.D=0.5 Ft. YP P- P YP P Max.d=1.5 Ft. L--FROM STA.204+50 TO STA.205+00 RT L-FROM STA.53+00 TO STA.56+00 LT -L-FROM STA.14+15 TO STA.15+00 LT -L-FROM STA.489+50 TO STA.498+00 RT Type of Liner= Class B Rip-Rap 6-5 Ft. -L-FROM STA.274+50 TO STA.275+50 RT -Y1-FROM STA.11+00 TO STA.12+50 RT -L-FROM STA.38+00 TO STA.39+40 RT -L-FROM STA.496+00 TO STA.497+00 LT -Y2-FROM STA.14+50 TO STA.15+50 RT -L2 FROM $S 0 TO STA.39+40 LT -L-FROM STA.496+00 TO STA.497+00 LT -Y9E-FROM STA.11+00 TO STA.12+00 RT -Y2-FROM STA.19+25 TO STA.20+50 RT -Y2-FROM STA.TA.15+15+50 TO STA.16+38 RT DOCUMENT NOT CONSIDERED FINAL -Y3-FROM STA.18+20 TO STA.18+90 LT -Y5A-FROM STA.10+66 TO STA.12+00 RT UNLESS ALL SIGNATURES COMPLETED -Y4-FROM STA.12+00 TO STA.14+50 RT -Y4A-FROM STA.11+00 TO STA.11+85 RT -Y4B-FROM STA.10+50 TO STA.12+50 LT -Y5-FROM STA.11+00 TO STA.12+00 RT -Y6-FROM STA.13+00 TO STA.14+50 LT _ -Y6A-FROM STA.11+22 TO STA.11+75 LT DETAIL QA -Y9F-FROM STA.20+50 TO STA.21+00 LT DETAIL VA DETAIL SA DETAIL TA DETAIL UA LATERAL'V' DITCH LATERAL'V' DITCH SPECIAL LATERAL'V'DITCH SPECIAL LATERAL'V'DITCH SPECIAL CUT DITCH (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) I. b i DETAIL RA Front Front Ditch Natural \°t Ditch p< Ditch Ground 3 \ Fill SPECIAL LATERAL'V'DITCH Natural ''' get slope " Fill Natural ____L iu 8 Slope 1„� Natural Fill Ground / F\o \ t Slope Ground 4: \og ,) D 3•. Slope (Not to Scale) Ground 3•) D $•� lift. Slope d D GNround ?•) Q Oge ) D Min.D=2 Ft. D Min.D=0.7 Ft. Fill Min.D=1.0 Ft. d < Geotextile b=5 Ft. \e slope 6=5.0 Ft. Min.D=7.0 Ff. ,r Natural -'AO Geotextile J Ground ?'/ D F°g Type of Liner= CI I Rip-Rap Max.d=0.5 Ft. Min.D=1.0 Ft. -L-FROM STA.120+50 TO STA.121+50 RT -Y9E-FROM STA.12+00 TO STA.13+00 RT dr -L-FROM STA.73+50 TO STA.74+50 RT -L-FROM STA.34+00 TO STA.34+60 RT Type of Liner= CI B Rip-Rap Max.d=1.0 Ft. -L- FROM STA.127+50 TO STA.128+25 RT -L-FROM STA.263+00 TO STA.264+30 LT -L-FROM STA.243+70 TO STA.244+80 LT -L-FROM STA.264+50 TO STA.266+00 LT Geotazfile Min.D=0.75 Ft. -L-FROM STA.253+00 TO STA.255+10 RT -L- FROM STA.40+35 TO STA.44+90 LT Type of Liner= CI B Rip-Rap Max.d=0.75 Ft. -L-FROM STA.254+85 TO STA.260+30 LT - -Y9A-FROM STA.11+56.50 TO STA.12+85 RT -L-FROM STA.49+00 TO STA.51+76.69 RT -L-FROM STA.60+32.75 TO STA.60+75 RT -Y6-FROM STA.13+00 TO STA.15+00 RT DETAIL WA DETAIL XA DETAIL YA DETAIL AB DETAIL BB SPECIAL CUT DITCH SPECIAL CUT DITCH CUT DITCH STANDARD 'V'DITCH STANDARD 'V'DITCH (Not to Scale) coca: t Sl) (Not to Scale) (Not to Scale) (Not to Scale) Front Front Front Ditch t Ditch t Ditch Natural Natural Natural A�otgt Slope Naturalp�ogt Slope Natural p�og< Slope Natural Natural Ground 2;y \ Ground Ground 3•) D F\og Ground F\og Ground o')o D F\og Ground 3.) ,j.\ Ground D /' ha D d Min.D=2.0 Ft. Min.D=0.5 Ft. Min.D= 1.0 R. Geotextile Min.D=0.75 Ft. Min.D=1.0 Ft. -L-FROM STA.134+20 TO STA.135+75 LT -L-FROM STA.170+20 TO STA.172+00 RT -L-FROM STA.146+50 TO STA.151+00 RT -Y9F-FROM STA.20+00 TO STA.20+50 LT Type of Liner= CI I Rip-Rap Max.d=1.0 Ft. -Y8-FROM STA.10+39 TO STA.11+00 RT -L-FROM STA.45+50 TO STA.45+79 LT DETAIL CB DETAIL DB DETAIL EB DETAIL FB DETAIL GB BERM DITCH z BERM DITCH z BERM DITCH SPECIAL CUT DITCH wnHINGE TOE PROTECTION I-" w Not to Scale Not to Scale Not to Scale 0 F (Not to Scale) W_ O F (Not to Scale) W_ ( ) Z ( ) ( ) LnGI uF 0,w 'uF OF WF Natural O� 5.0' 8' S.0' 5.0' 6' 5.0' V Ground GROUN D F\Y�`-� l g 4' S.0' 8' 5.0' L A'\,,et �d Ditch 4 4, .) D F\p Slope 10.0'v.C.?) D IJP3' 10.0'v.C.?) D J d= 2.0 Ff. FILL - lo.o v.c. ?) D.JP�d d.o' Min.D=1.5 Ft. 6= 4.0 Ft. SLOPE Min.D=2.0 Ft. Min.D=1.0 Ft. Type of Liner= CL B RIPRAP Geote#ile -L-FROM STA.108+80 TO STA.112+10 LT yp -L-FROM STA.128+18 TO STA.131+50 LT -L-FROM STA.35+45 TO STA.37+60 LT .0r -L-FROM STA.156+00 TO STA.157+50 LT -L-FROM STA.27+00 TO STA.30+00 RT Min.D=1.0 Ft. -L-FROM STA.147+25 TO STA.148+50 LT 00 -L- FROM STA.32+00 TO STA.33+00 RT Type of Liner= CL I RR Max.d=1.0 Ft. -L- FROM STA.157+50 TO STA.160+50 LT u -L-FROM STA.161+25 TO STA.163+50 LT _L_FROM STA.24+50 TO STA.27+00 RT V o -L-FROM STA.33+00 TO STA.34+00 RT 0 r x cr e DETAIL HB DETAIL IB DETAIL JB DETAIL KB • in SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH SPECIAL LATERAL BASE DITCH ^ in (Not to Scale) (Not to Scale) (Not to scale) (Not to Scale) ,�, I w �i Natural of Fill Natural of Fill Natural 1 0< Fill Natural \of Fill N Ground �. A.\ g< Ground 3 A.\ gt Ground ) A' get Slope Ground 3y A' ggt Slope Or ) D i\og Slope ) D \o\t Slope D F\o D F\o s dl dl Min.D=1.0 Ft. LJ Min.D=1.0 Ft. Geotextile f' Geotextile `` PERMIT D RAW I N G o` B=2.0 Ft. B=3.0 Ft. 9 Min.D=1.0 Ft. Min.D=1.5 Ft. N Max.d=1.0 Ft. Max.d=1.5 Ft. -L- FROM STA.79+50 TO STA.81+00 RT -Y9A-FROM STA.14+15 TO STA.21+50 RT SHEET 4 OF 60 B=4.0 Ft. B=4.0 Ft. -L-FROM STA.199+50 TO STA.201+00 LT m Type of Liner= Class I Rip-Rap Type of Liner= Class B Rip-RapE -L- FROM STA.237+50 TO STA.238+05 RT c -L-FROM STA.78+50 TO STA.79+50 RT -L-FROM STA.244+60 TO STA.244+80 RT -Y9B- FROM STA.18+50 TO STA.22+75 RT ° -L-FROM STA.201+00 TO STA.201+80 LT -DR4-FROM STA.12+50 TO STA.13+00 RT 1223 Jones Franklin Rd. EN INEFRING Raleigh,N.C.27606 License No.F-0377 w Bus: 919 851 8077 Fax: 919 8518307 N rnArsrxnr00DNrurvnwwcestGN-avouasraucruVEar01GN 001950E DESIGN-GIS/CYS.coesnROCnON 0rsrrv0TION III60 /� a RK�c� el P:(919)878-9560 8601 Six Forks Road,Forum 1,Suite 700 oi 9 NC License NoNorth CF-0112 arolina 27815 3960 NTv Engineers)Construction Managers I Planners I Scientist'. Nx- anus.fuconl V6LLL Responsive People I Creative Solutions o^ PROJECT REFERENCE NO. SHEET NO. a• R-5709 2D-4 co PM SHEET NO. DETAIL LB DETAIL MB DETAIL NB DETAIL OB ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) Natural of Natural o< Natural of Natural \of Front \ Front \ Front \ Front Ground .i!J A' het Sloe Ground 3.) A' het Sloe Ground 3•) A' Rt6t Sloe Ground 3•) �D '•+' het Ditch d) D F\a Ditch d D Fla Ditch d D Fla Ditch FM SIoPe Geotextile B Geotextile B Geotextile B L.B Min.D=1.0 Ft. Min.D=1.5 Ft. Min.D=1.0 Ft. Min.D=2.0 Ft. B=2.0 Ft. Max.d=1.5 Ft. Max.d=1.0 Ft. Max.d=2.0 Ft. B=2.0 Ft. B=2.0 Ft. B=4.0 Ft. -Y9A-FROM STA.21+50 TO STA.26+00 RT Type of Liner= Class B Rip-Rap Type of Liner= Class B Rip-Rap Type of Liner=Class B Rip-Rap -Y9B-FROM STA.10+00 (CUL-DE-SAC)RT DOCUMENT NOT CONSIDERED FINAL - -Y9B- FROM STA.14+00 TO STA.15+30 LT UNLESS ALL SIGNATURES COMPLETED -L-FROM STA.212+50 TO STA.216+50 LT -L-FROM STA.230+00 TO STA.232+50 LT -L-FROM STA.232+50 TO STA.239+50 LT PERMIT DRAWING SHEET 5 OF 60 DETAIL PB DETAIL QB DETAIL RB DETAIL SB DETAIL TB LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH (Not to Scale) (Not to Scale) (Not to Scale) (Not to Stolle) (Not to Scale) y Natural b Natural I b Natural b Natural I-.-• Natural I..- I >♦i, Ground 3• \ ��- Sill Ground Z• Fill Ground '' Fill Ground 3 .•' Fill Ground 3 .\ Fill , 1�1'II'�� i� d l .7 D g'. rm. Slope d I,.. D 1'; 1"Rt Slope d /,.. D 1"/Ft. Slope d l ) D 1Rt. Slope d I D 1iPt. Slope ' 1 GEOTEXTILE--"•A' g GEOTEXTILE-�f GEOTEXTILE-'"-r In GEOTEXTILE ' f GEOTEXTILE�' Min.D=1.5 Ft. Min.D=1.0 Ft. Min.D=1.0 Ft. Min.D=1.0 Ft. Min.D=2.0 Ft. Max.d=1.5 Ft. Max.d=1.0 Ft. Max.d=1.0 Ft. Max.d=1.0 Ft. Max.d=2.0 Ft. "When B is< 6.0' B=4.0 Ft. "When B is< 6.0' B=5.0 Ft. 'When B is< 6.0' B=3.0 Ft. 'When B is< 6.0' B=2.0 Ft. 'When B is< 6.0' B=4.0 Ft. Type of Liner= Class B Rip-Rap b=5.0 Ft. Type of Liner= Class I Rip-Rap b=5.0 Ft. Type of Liner= Class I Rip-Rap b=5.0 Ft. Type of Liner= Class B Rip-Rap b=5.0 Ft. Type of Liner= Class B Rip-Rap b=5.0 Ft. -L-FROM STA.74+50 TO STA.78+50 RT -L-FROM STA.208+50 TO STA.210+50 LT -L-FROM STA.208+00 TO STA.210+00 RT -L-FROM STA.167+65 TO STA.168+27 RT -Y9A-FROM STA.11+22 TO STA.14+15 LT -L-FROM STA.230+00 TO STA.232+50 RT -L-FROM STA.360+50 TO STA.362+00 RT DETAIL UB DETAIL VB DETAIL WB DETAIL XB DETAIL YB DETAIL ZB SPECIAL LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH TAIL BASE DITCH (Not to Scale) 'I (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) Natural I b I Natural I b 1 Natural f-1 Natural b Natural b 1 Natural Ground ?) \ 1'?t. Cut Ground o'.) \ Fill ?. \ Fill Ground • \ 1Rt. Fill Ground 3. \ Natural Ground \ Groun 1"iFt. Ground 7 1Rt. ) 3' ) 3' 1"/Ft. Fill 3•) 'y'• d I D '1-: Slope d( -, D Slope d I D 'I:: Slope Slope Slope D/� GEOTEXTILE-.n Min.D=3 Ft. GEOTEXTILE •. _ GEOTEXTILE in Min.D=1.0 Ft. I•�•aI Min.D=2Ft. Min.D=0.0-1.5 Ft. g Max.d= 3 Ft. Min.D=2.0 Ft. Min.D=1.0 Ft. B=2.0 Ft. B=2 Ft. 8=8.0.20.0 Ft. F�=�1 B=4.0 Ft. Max.d=1.5 Ft. Max.d=1.0 Ft. b=5.0 Ft. b=5 Ft. `When B is< 6.0' b=As needed for 'When B is< 6.0' B_2 Ft. 'When B is< 6.0' B=4.0 Ft. -L-STA.232+50 RT;S=0.33%;L=75' Type of Liner= CLASS I Rip-Rap 28"clear recovery Type of Liner= Class B Rip-Rap b=5 Ft. Type of Liner= Class I Rip-Rap b=5.0 Ft. -L-FROM STA.244+80 TO STA.245+35 RT -L-FROM STA.262+00 TO STA.263+00 LT Beg EI.=383.75;End EI.=383.5 -L-FROM STA.246+80 TO STA.254+00 LT -Y9D- FROM STA.11+80 TO STA.15+50 RT -L-FROM STA.123+50 TO STA.128+18 LT -L-FROM STA.262+00 TO STA.262+30 LT -L-FROM STA.207+00 TO STA.208+50 LT -Y9D- FROM STA.15+50 TO STA.18+10 LT -Y9E-FROM STA.10+90 TO STA.11+00 RT DETAIL AC DETAIL BC DETAIL CC DETAIL DC DETAIL EC DETAIL FC TAIL BASE DITCH STANDARD BASE DITCH STANDARD BASE DITCH TAIL BASE DITCH TAIL'V'DITCH STANDARD 'V'DITCH (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) Natural Natural Natural Natural Natural Natural Natural Natural Natural Natural Grou d Grou d 3. \ Groun Ground 3• \ Ground Ground 3• \ Ground Natural Natural Ground ?. T \ Ground n ,g,) -� ,3\ Ground �� / ��/ Ground 4 b.� Ground 7 p �' 1U � � � �D / d, Min.D=0.0-1.0 Ft. g Min.D=0.0-1.0 Ft. I B I Min.D=0.0-1.5 Ft. I�xa Min.D=4.0 Ft. g B=2.0 Ft. B=3.0 Ft. B=4.0-10.0 Ft. B=4.0 Ft. Min.D=VARIABLE I Geotextile Min.D=2.0 Ft. c -L-FROM STA.237+50 TO STA.237+50 RT;S=0.6%;L=25'; -L-STA.253+00 RT;S=0.3%;L=100'; -DR3- FROM STA.10+20 TO STA.11+50 LT -L-STA.128+18 RT;S=0.3%;L=267'; Max.d=2.0 Ft. -o Be EL=393.15;End EL=393.0 BegEL=413.0;End El. EL=451.8;End El. -L-STA. RT;5=0.4%;L=120'; Type of Liner=Class!Rip-Rap 1.5 -SR2-STA.11+40 LT;S=0.5%;L=40'; Beg BegS EL=4520 End 0. %;L= -Y7-FROM STA.17+25 TO STA.18+50 RT -L-STA.269+20 RT;5=0.3%;L=56' 0 Beg EI.=442.2;End El.=442.0 Beg EI.=411.0;End El.=410.8 e 0 L U V O O >- e DETAIL GC DETAIL HC DETAIL IC DETAIL JC o TAIL BASE DITCH PIPE OUTLET CHANNEL STABILIZATION TAIL BASE DITCH LATERAL BASE DITCH Not to Scale (Not to Scale) � (Not to Scale) I ) Natural Bed (Not to Scale) U Natural Elevation Natural �_ Ground T/ Natural atural Nafvnl Ground T/ Ground c ?. + \ Ground Grovn Grovnd 4 + \ Ground NaturalFill m J D 1:• ) D R'• Ground d l 3;) D o�.'x Slope 0 1Rt. 0 s Min.D=2.0 Ft. Min.D=AS NEEDED B GEOTEXTILE�r o B=2.0 Ft. B= 2 Ft. Min.D=2.0 Ft. o` Channel Bed - Max.d=2.0 Ft. -L-STA.168+00 LT;S=1.67%;L=18'; Length=18.0 Ft. (variable) -Y9D-STA.11+80 RT;S=1.2%;L=546' 'When B is< 6.0' B=2.0 Ft. 9 Beg El.=422.1;End EI.=421.8 Type of Liner= CL IRip-Rap-Keyed-In Beg EI.=402.6;End EI.=396.0 b=5.0 Ft. c Type of Liner=Class B Rip-Rap E -L-STA.168+20 RT -Y9D-FROM STA.18+10 TO STA.21+03 LT c 0 E INEERING 1223 Jones Franklin Rd. ETHERNG Raleigh,N.C.F-0377 License No.F-0377 w Fa 1 51 07 Fax:n 919 8518307 N tnossroot000s O -GISsOnnlCN-BRIDGE/STRUCTUREa61GN V14SlnE DESIGN GN-GIS/CM-CONSTRUCTION0&SERVAV0005 CC RWK „ P:(919)878-9560 8601 Os Forks Road,Forum 1,Suite 700 9 NC License NoNorth CF-0112 arolina 278153960 N Tv Engineers I Construction Managers I Planners I Scientis NI a. wew.rkk.com ,CCL, Responsive People I Creative Solutions CP PROJECT REFERENCE NO. SHEET NO. 0' R-5709 2D-5 DETAIL LC DETAIL NC DETAIL OC ROADWAY ENGIN ER DESIGN HYDRAULICS DETAIL KC DETAIL MC SPECIAL CUT DITCH SPECIAL CUT BASE DITCH SPECIAL CUT DITCH SPECIAL CUT BASE DITCH TOP OF BERM FALSE CUT (Not to Scale) (Not to Scale) (Not to Scale) I Not to Scale) EL=409.0 (Not to Scale) SPEC DETAIL Front Front r 2,0• /2-GI of N.G./F.B. Y/// t Ditch c Ditch I A'� et Fill '\° Slope Natural Ot Front '\° Slope Natural Ot Front O� Neural R' H°c Ground 4• T b.,...,..,„., Dikh Natural f+'• , pe Ground 4• Q, et Ditch \ 4.5' Slope Ground 4/ F\° Ground 4 F\ p N 3' .7 D D slope / D F\° slope Pipe�` } Min.D= 1.4 Ft. Lit] Min.D= 1.4 Ft. Min.D= 1.5 Ft. W Min.D= 1.5 Ft. B= 2.0 Ft. B= 2.0 Ft. Exist.Ditch FLOW -L-FROM STA.281+50 TO STA.282+50 LT -L- FROM STA.283+50 TO STA.284+40 LT Bed -L-FROM STA.273+00 TO STA.275+25 LT -L-FROM STA.286+60 TO STA.295+00 LT -L-FROM STA.284+40 TO STA.285+00 LT -L-STA.302+59 TO STA 303+86 LT -L-FROM STA.276+10 TO STA.281+50 LT -L-FROM STA.315+00 TO STA.329+50 LT DOCUMENT NOT CONSIDERED FINAL -L-FROM STA.336+00 TO STA.339+00 LT UNLESS ALL SIGNATURES COMPLETED -L-FROM STA.348+50 TO STA.352+00 RT -L-FROM STA.358+00 TO STA.358+88 RT -L-FROM STA.359+50 TO STA.360+50 LT -Y10-FROM STA.15+00 TO STA.15+85 RT PERMIT DRAWING -Y10-FROM STA.18+00 TO STA.19+50 RT SHEET 6 OF 60 DETAIL PC DETAIL QC DETAIL RC DETAIL SC DETAIL TC LATERAL'V' DITCH BERM DITCH LATERAL BASE DITCH SPECIAL CUT DITCH wHINGE STANDARD BASE DITCH (Not to Scale) (Not to Scale) Z (Not to Scale) (Not to Scale) (Not to Scale) 'a ie - b ,i Natural Natural • b 1 w r 2 f Natural ram_ Natural Ground 37 .j;\ Ground O 1,� Fill Ground Ill J Natural Fill "'� Ground ?•I \ d( D � , AI Ground 3.7 .y� 1"ift. Slope 5.0' VAR 5.0' d �D '�' Slope ' of Front D Min.D= 1.0 Ft. VAR GEOTEMILE�r pi I 4'/ D F\°-oc Ditch Geotextile B� Min.D=1.5 Ft. Min.D= 1.4 Ft. III Max.d=2.0 Ff. b= 2 Ft. B=4.0 Ft. 3.7 Max.d= 1.4 Ft. 6.0' Imo- Min.D= 1.0 Ft. 'When B is< 6.0 10.0'V.C. D d 'When B is< 6.0' B= 2.0 Ft. -L-FROM STA.302+50 TO STA.303+00 LT Geotextile Type of Liner= Class BRip-Rap b= 2.0 Ft. -L-FROM STA.330+50 TO STA.333+50 LT Type of Liner=Class B Rip-Rap -L-FROM STA.352+50 TO STA.359+50 LT -L-STA.208+50 LT;S=6.0%;L=25'; Min.D=1.4 Ft. -L-FROM STA.313+25 TO STA.314+50 LT Beg EI.=373.4;End El.=371.9 Type of Liner= Class I Rip Rap Max.d=1.4 Ft. -L-STA.644+46 LT;S=0.33%;L=60'; Beg.El.=364.00;End El.=362.00 -L-FROM STA.310+00 TO STA.311+50 LT DETAIL UC DETAIL VC DETAIL WC DETAIL XC =o LATERAL BASE DITCH LATERAL BASE DITCH LATERAL BASE DITCH FALSE SUMP I (Not to Scale) (Not to Scale) (Not to Scale) N (Not to Scale) I O Natural ,C./I,./a I b Fill Natural Aj••, r b Fill Natural /c3')Or f- Fill Outside Ditch �2.0'� Ground chor D '\ 1 sloe Ground °he D \ 1"iFt. Ground oor D •' V2Pt. Traffic Flow '\ 20;1 d p dl Sloped( Slope '\�' GEOTEXTILE-'. GEOTEXTILE- GEOTEXTILE-iti GI Min.D= 1.0 Ft. Min.D= 1.0 Ft. Min.D= 1.0 Ft. Max.d= 0.5 Ft. Max.d= 0.5 Ft. Max.d= 0.5 Ff. r$- etc. 'When B is< 6.0' B= 4.0 Ft. 'When B is< 6.0' B= 4.0 Ft. 'When B is< 6.0' B= 4.0 Ft. S=Ditch Slope c Proposed Ditch Type of Liner= Class B Rip-Rap b= 2.0 Ft. Type of Liner= Class I Rip-Rap b= 2.0 Ft. Type of Liner= Class II Rip-Rap b= 2.0 Ft. -L-STA.113+00 TO STA.120+00 LT -L-FROM STA.402+50 TO STA.407+50 LT -L-FROM STA.389+50 TO STA.393+00 LT -Y11C-FROM STA.10+67 TO STA.11+28 RT -L-STA.135+89 LT -L- FROM STA.557+00 TO STA.557+75 LT -DR3- FROM STA.11+50 TO STA.12+50 LT -L-STA.201+20 RT -L-FROM STA.737+93 TO STA.741+34 RT L--STA.299+30 RT -Y11E-FROM STA.10+64 TO STA.11+50 RT -L-STA.311+30 LT -L-STA.314+80 LT -L-STA.320+80 LT -L-STA.339+30 LT -L-STA.361+05 LT -L-STA.378+00 LT DETAIL YCDETAIL ZCDETAIL -L-STA.390+00 RT FALSE SUMP MP FALSE SUMP III ,a-II �f -L-STA.397+31 LT-L-STA.402+00 LT DI SPECIAL CUT DITCH (Not to Scale) (Not to Scale) -L-STA.421+88 LT (Not to Scale) Outside Ditch -L-STA.529+00 LT Front Median Ditch I' Traffic Flow / I_ -L-STA.555+80 LT o Ditch • -'1 2'f ' 20' '7 -.I 2'f.- -Y9B-STA,10+00 RT NGatu d 4./� \e�,°< Slope � -Y11A-STA.11+39 LT D (See Chart Below) 20' ►I GI GI D=variable 0 to 2' �-S- etc. .-S- etc. S=Ditch Slope CL Proposed Ditch S=Ditch Slope Proposed Ditch FROM STA.172+75 TO STA.173+17 -L-RT -R Ditch Grade L Ditch Grade L 0 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' -L-STA.157+50 TO 165+10 LT m Over 2.0% To 4.0% 30' Over 6.0% 50' -L-STA.97+40 LT 0 195+75 L -L-STA.173+19 MEDIAN -L-STA.303+50 LT u -L-STA.264+30 TO 269+12 MEDIAN -L-STA.314+30 RT -L-STA.185+20 MEDIAN -L-STA.385+12 RT C -L-STA.195+85 MEDIAN -L-STA.422+00 RT o -L-STA.201+20 MEDIAN -L-STA.555+63 RT _ -L-STA.207+20 MEDIAN -L-STA.569+00 RT 0- -L-STA.284+00 MEDIAN -L-STA.644+63 LT m -L-STA.286+30 MEDIAN DETAIL BD in -L-STA.311+80 MEDIAN BANK & SCOUR HOLE STABILIZATION cc -L-STA.314+30 MEDIAN (Nat to Scale) Natural Bed - V -L-STA.320+80 MEDIAN Elevation c -L-STA.359+23 MEDIAN atom! Natural m -L-STA.361+OS MEDIAN Group -Ground m -L-STA.376+31 MEDIAN c -L-STA.387+14 MEDIAN 1.25'�" 2:1 or o -L-STA.400+78 MEDIAN FlatterTVP) 1. -L-STA.401+63 MEDIAN Geotextile Existing Scour Hole 9i -L-STA.407+62 MEDIAN Length= 38 Ft. o (Variable) -L-STA.413+00 MEDIAN Cs e) (Vable) c -L-STA.426+00 MEDIAN Type of Liner= CL I Rip-Rap-Keyed-In E -L-STA.453+00 MEDIAN -L-STA.14+62 LT;Length=38 Ft. c -L-STA.489+00 MEDIAN -L-STA.34+64 LT;Length=26 Ft. 1223 Jones Franklin Rd. O -L-STA.507+00 MEDIAN -L-STA.528+69 MEDIAN ETHERILL Raleigh,N.C.27606 c -L-STA.555+63 MEDIAN EN INEERING License No.F-0377 Lu -L-STA.607+35 MEDIAN Fax: 1 851 07 -L-STA.633+64 MEDIAN Fax: 919 851 8107 0 -L-STA.650+39 MEDIAN xsPORrnnox PLANNING/DESIGN-avoGE,sraucnuRE DESIGN -L-STA.699+57 MEDIAN CM4SlntDESIGN-GIs/GPS-CONSTRUCTION OBSERVATION cc w -L-STA.708+43 MEDIAN QQ� i -L-STA.731+49 MEDIAN R "X -L-STA.740+50 MEDIAN P:(919)878-9560 -L-STA.758+00 MEDIAN 8601 Os FOrkS Road,Forum cu' -L-STA.782+69 MEDIANNC 711, 60 O o Raleigh, No CF-0112 27815 3960 y. N Ta Engineers I Construction Managers I Planners I Scientinl ram=a wew.rkk.com v62. Responsive People I Creative Solutions PROJECT REFERENCE NO. SHEET NO. R-5709 2D-6 _ RW SHEET NO. DETAIL CD DETAIL DD DETAIL ED DETAIL FD DETAIL GD ROADWAY ENGIN ER DESIGN H N S GINEER STANDARD BASE DITCH SPECIAL CUT DITCH LATERAL BASE DITCH LATERAL BASE DITCH LATERAL'V' DITCH (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) Front b b b Natural Natural of Ditch Natural I f— I Natural I♦— Ground ) ry.V Ground Ground 'J b�p�pl Slope Ground 3') 1"iFt Fill Ground ) 1"ht Fill Natural �— �• 7. Fill Fo p' D Q d l D Slope d{ D 'I'' Slope Ground d :) p 3' 1"iFt. Slope he Min.D=1.0 Ft. LBJ Min.D= 1.5 Ft. GEOTEXTILE Min.D=1.0 Ft. GEOTEXTILE--A' Min.D= 2.0 Ff. Geotextlle B=2.0 Ft. Max.d=1.0 Ft. Max.d= 2.0 Ff. Min.D=2 Ft. (DITCH CLEANOUT)STA.146+00 -L-RT -Y10-FROM STA.18+00 TO STA.19+50 RT .When B is< 6.0' B=2.0 Ft. When B is< 6.0' B= 4.0 Ft. Max.d=1 Ft. Type of Liner= Class I Rip-Rap b=5.0 Pt. I Type of Liner= Class I Rip-Rap b= 2.0 Ft. I Type of Liner= CI I Rip-Rap b-5 Ft. -L-FROM STA.306+59 TO STA.307+50 RT -L-FROM STA.311+50 TO STA.313+25 LT FROM STA.14+32 TO STA.15+45 -L-LT DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING SHEET 7 OF 60 DETAIL ID DETAIL IE DITCH BLOCK RIP-RAPPED ENERGY DISSIPATOR BASIN (Notto Scale) • TO BLOCK 1'BERM RGW FROM ROAWD AY ELEV.= 424.0 Al H DIM. RIP RAP BASIN # RIP RAP NOT SHOWN --j11— —E- —Sy (ft) 1 2 3 A 2.5 2 2 I\ �, 1 .1..1 B 2.0 1.5 1.5 CULVERT 2:7 I F APRON 4 S=Ditch Slope 4 Proposed Ditch C 2.5 2 2 I FROM STA.254+80 -L-LT D 2.1 1.7 2 T J +7 E 11 9 10 h \J \ F 38 29 37 RIP RAP NOT SHOWN G 21 17 20 ALL DIMENSIONS APPROXIMATE PLAN G E DISSIPATOR POOL_ APRON 'Vol, BASIN # LOCATION (AT OUTLET) CULVERT 1 -L-STA 279+02 RT `"° _ NATURAL 2 -L-STA 303+03 RT _ GROUND 7:/ D 2:1 3 -L-STA 312+00 RT c B' A GEOTEXTILE c SECTION 7N8 -L-STA 279+02 RT -L-STA 303+03 RT -L-STA 312+00 RT c DETAIL IF DETAIL IG DETAIL IH OUTLET CHANNEL INLET CHANNEL SPECIAL BACK OF CURB CUT DITCH (LT TO RT LOOKING DOWNSTREAM) (LT TO RT LOOKING DOWNSTREAM) (NOT TO SCALE) 0 NOT TO SCALE NOT TO SCALE 0 .NATURAL 0 D = VARIES 2'TO 3' FILL& GRADE D = 2' GROUND TO DRAIN — _ u FILL EXCAVATETOWARD EXCAVATE o NATURAL f NATURl�L CHANNEL NEW J 91 _ T;RODN6 `,7 D YYCi CEOUND NATURAL NATUR�L�— c GROUND '7 • GROUND x a CLASS 'I'RIP RAP I CLASS'I'RIP RAP 0. '^� I W/GEOTEXTILE(NP.) �,4 I W/GEOTEXTILE(NP.) -Y8-FROM STA.10+41 TO STA.11+22 RT m III ---III C III�� III Lo CHANNEL WIDTH CHANNEL WIDTH cc VARIES FROM VARIES FROM 1 c 4'TO 6' c EST TON CLASS'I'RIP RAP = 74 TONS DDE = 30 CY EST TON CLASS'I'RIP RAP = 29 TONS DDE = 15 CY s EST GEOTEXTILE = 100 SY EST GEOTEXTILE = 40 SY 0 1. oi FROM STA.14+10 -L-LT FROM STA.14+65 -L-RT 79 N C O E C 0 L C W CD I— f CC LU RWK ti P:(919)87R-9588 0601 Ss Forks Road,Forum 1,Suite 700 c,0 NC License No F-0112 Carolina 27615-3960 N TO Engineers 1 Construction Managers I Planners I Scientists N=m waor.6JLOUcr VALli Responsive People I Creative Solutions m �P \\\ / PROJECT REFERENCE NO. SHEET NO. \\� \\��—� CURB + GUTTER LOCATIONS * * DENOTES MECHANIZED -L-(NC 211) US 15-501 R-5709 4 ti \ / * * * ADT 2a.1 23,90a ro\ \ \ \ \\\ / DESCRIPTION ALN STATION STATION LOC CLEARING DEN SHEET NO. \ 2'-6"C+G -L- 10+16.82 141-70.74 LT ]500 ROADWAY DESIGN HYDRAULICS \ \ \ \\\/ I ENGINEER ENGINEER \\\ \ \ �\ / / 2'-6"C+G -YI- I0+4IA0 I1+40.08 LT / DENOTES FILL IN vv N-2» \\\\ \ 2'-6"C+G -Yl- IO+'I.S• 8.45 RT - / WETLAND — aga _ 1 \ iDD a 2°° INCOMPLETE PLANS /\\\ \ F '• \ / 2'-6°C+G L- 17+a6.40 22 96.82 LT I� �, j DENOTES HAND 340 0o N� USE FOR z/w ACQUISITION / \\\ E I'-6C+G -L- 10+'2.04 23 38.59 MEDIAN CLEARING 11 a2a �" 2'-6°C+G -L- 10+ 9.48 22 66.57 RT ' \ lA US s o1 T`." \\ip \ KEES APPIANC DENOTES TEMPORARY' 4 \\ ` vv / ��i;! '/� IMPACTS IN SURFACE WATER \ AG \ \ \ \r '\ \ \s\\\ '- \\ /// DENOTES IMPACTS IN DOCUMENT NOT CONSIDERED FINAL \ \ \ \ X \:G<, s \\ - \� • RETAIN / SURFACE WATER M UNLESS ALL SIGNATURES COMPLETED � \ \\ \\ svvv\��vy v / DENOTES EXCAVATION / �\ \ \ \V � v� y'5 Op,i ��/ IN WETLAND o / V I am �� z �x, v vypy \ \ \ \\ � \ m\X I ISMTLBUS �•\ S. � • \ \ V \ \A\ \\ Q o-5z =av},. F' PERMIT DRAWING v \ \ \ \\\\\\ \ \\ 85r 1 T' L\Dlea�x�w/CLIRIPRAP \\\ T r ?' '" '' � ��A SHEET 8 OF 60 ,, B570 J �' ALICE P.HEINS,ET ALS \ S' DFr y, T 62 TON • \^N! \ • �. \ \od' \ \ TOWN OF ABERDEEN EST'7 SY GF� A\\\\ SPECIAL LATERAL'V'DITCH \ d x m4 \ G \ SEE DETAIL ER e� t \ \ \ \ \ \ \ _RETAIN \� 1 `X = "y B F\\ �'• ��/ RCP-v O SITE 4 \ D I LJ `!�j 1 \= SYSTEM ;1 \k ��- SITF L7 \� $ CB ICE P HEINS,ET ALSSITE3 , \ WOODS CL I RIP RAP ONE\ I Q \ \ \ WOODS \Fks _ W/LT ©' J'�?,� \� - P \CB \-��_ BANKS©FON \ \�\ t \‘?' ♦ D vVV oo' ■ o' oo' / EST 26'TON \ / ��\ IA►,g� ■ ■ ■ ■ ■ ( 4 PUE F/ 7 C7 `� r O E II �! / �, , of ■ ■ ■ ar.�f mt d,-.� \ - 33 _ • �� GRAPHIC SCALE �� A4 4 , \ \ F ' �� :: .-4 .. .. .. "Qi � '� '•• • ��% . ArAk EXISTING a g. T T '•- J I'a J N'^ `.. \ simMIM r - R-'C ESS NST w- •. ♦ REMOVE w \ F " . D STE k , I \ a 5 f F T tillnillit O iiiiialkilliiiii 1 \ + —"—so FP —+ to 15 REP-w-� NW N _r • ...=-' -I �1C/� TMED -ICYJIi._��ILl•• —11y@lam �{{�� _ Yr;z° r w�.ze� CB CB •rs'es • «� [[�yyyy _�r�7 I = CA ® — -- I ��'\ \ 10+00 2� — Aillia ,•� L- �ru7 N 79 38'07.4°E 'EMOVE W w \* Ba esr M1 REMovE — \0_ _ I AMA / r7, z to ` \ P —j - R MOVE q� 1 [E !V.1 '/'- -M L J I -,, s�':`r P —ICB 15., ly'"RCP_IV'LF tlt'a� 15"RCP-IV Cb C j _ C_y 'CP-IV ''CP-IN CB 4 - AI: I = 9. V jiiil V A '� 'v4�E�' — Pas ��' '�l�l�r � REIDOR CORPORATION ti•. �\ \N\ \\ / / - ^ `r�\. r--- Pao rx Pox a TEL axes _ v orx vow a. ��R�rO ,1 Vx O C1 / I� TOE P•OTECTION l '. SITE 3 I [`^ ��v 4� .. N. ,, \ \g \ \\ \m // ler �\B DETAIL GA ` /�( `'� A I SUE E` 1\ I" � � \ \ \ \ �''��• a�iJ pUE��ul I ISMTLBUS v v • INos �� 01.401,3ql. G \`' �\ \ \ �I r / v Access I Sa*\ ,� 4%,, to \I d ® I ��H ��oq Ylcoti Q �iaR�l-n� SITE 2 I � I L z 11 II z Sr. �� 4 �� \ ` / ` c '¢Wi T ., w. ✓ I 6r \ I XE ��',I' I aGI 7� e 3 ��21 Jt jw1(�1I�7x�'. Acc s oWc 4 1��VNW p P. fir / �,, \ \��®/ J e f'�'i,/ I BRE. O 444, �<i 1 ��, ' an �• c \ a: 'Eg' / 1 INLET CHANNEL 4,� I HP —��. \ PRIME REALTY,INC o _•;9 �I� I RSR GROUP,LLC j ® G -I-- to/3+26 l�•'� �rt 0' V A\ ��\ \ \\ \ A� C 5 / tE Q�� r�'. At_ DETAIL IG I I B57 C "�•®� \ \ \ \ \ g // Q�N 1 I 15"RCP-IV ♦S.e�L,1 • I • VECIA ISMTLBUS \ \\ \ \ \\ \ "? \ y 1 n L➢ SPECIAL CUT DITCH+ _II /� 1IE L9LE•: '�,,, y \1 \ \ \\ N\ o\ p/� FS , y. 104," V MTL BUS // SEE DETAILA Op•� '�so , ifr. H".. 7 t f3 i� - V \ \ \V A \ es� J1.. /_�f �Qv \V ,1 i / I ti%' / S 85"' / ,E/fir'A•"h/I� �� log \ \ \\ / It 4 o ISMTLBUS / S � �027. \\ \ \\ \ \\\ A\\V co \ A V\\r�( / O�ti / / A i,cp�i/`!"` i \ / / /I /4////*X/ ' r 7 \ \\ /5 '' \ \1'1'9<<‘,po •A I 441114k * IS, ,,,, ,,,,-, ,,,,....--- „.....--..,-A \,, \ \ \\\\,,- ,/ A.: No. / 4./,.._:-. ,,ass ] /o �� 1 VA \o \A � zlG.� �� / /e h i1 4" mom° m h ‘..4. \ ,,,, ,, \,;\,, \-\- ,___ o, Z \ 0‘ / \� \ VA\ � � 1 �3 •4 / Q� c I t \ \ \\\ \�-�\\\\ \ 1 ' ' _'\ , , , ."7 ____\M NIrHIES RSI A T- ON 1 �' ,r� o X i�l \\ //\\\�/\ \\\\\� \\\ I l l / //9-(40NYk k� 1:1,� 12237oneeFranklinRdVA \ 1 _ �/� / MURCHISON R lei h N.c.276o6 J V ,,,\ . \ \ \ \ / _ �( -� 1� � I / IL ETHERILL a 9 m� \ \ 4I / E INEER ILL License No.F0377 w \ \\�\ i1 \ , / FOR -L- PROFILE,SEE SHEET NO.74 Bus: 9198518077 \ \\ \ V, / - / / Faz: 919 8618107 \ \ \ - - 1RANSPORTAi]ONFLWNINWnBIGN-&UWErSTRUCI,,e,,,IGN ,( \\\\ \\ \ \ �'�� ^ FOR -EYI- PROFILE,SEE SHEET N0.104 x\ \ \\ p \ \\ \\A\ rn \ ' // / FOR -Y1- PROFILE,SEE SHEET NO.104 CrvlusRaDESIGN-mSraPs-CONS,wNCnoNOBSERVATION a \I \ \\\\ �\ \ \\\\ 0 3�® / / FOR -Y2A- PROFILE,SEE SHEET NO.104 RK� c + II \� \♦�\\ \11 GRAPHIC sca oLLAR / / FOR —DR1— PROFILE,SEE SHEET NO.121 p:(gig)878-9560 R\ 8601 six Forks Road,Forum l,Suae 700 \ \ WOODS ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,North carollna 27615-3960 o,▪-e \� \\ \\\ / 10-FOOT RADII UNLESS OTHERWISE NOTED NC ooev,e Na F-0112 °o \ \ \\ FOR -L- USE RADIUS TYPE DRIVE TURNOUT Engineers IConstruofionManagersIPlannersISBienasts =a Si A� \ \\ PROPOSED SIGNAL FOR DITCH DETAILS, MATCH EXISTING DRIVE TYPE UNLESS '^°D°m ICY ,�t , \\I S, t SEE SHEETS 2D-1 THRU 2D-6 OTHERWISE NOTED Me,povswePeDRle Crean°esmanNNs Dr,G ' 1• / a: �1 �� ' // \� , \ PROJECT REFERENCE NO. SHEET NO. \\ CURB + GUTTER i0cATIONS I...,a' z (\/ w ,, • * L-INc 211) US 15-501 \ �,�� `� � DENOTES MECHANIZED gDT2024 ,� R-5709 4 " ` DESCRIPTION ALN STATION STATION LOC * AIN 2044 23,900 �' \ CLEARING RN SHEET NO. '; `a 2 6°C+G -L 10+16.82 14+7074 LT ROADWAY DESIGN HYDRAULICS �, `' / `iy, ` 7so° ENGINEER ENGINEER ` DENOTES FILL IN 2 6°C+G Yl l0+ I1+400� LT „ a + �?6°C+G YI / 11aI 29 48.45 RT City I 4/77/ / WETLAND 340 5826 896 � 2 6°C+G L 17+n6.40 22 96.82 LT �ti / ioo 00 INCOMPLETE PLANS 4 � ii DENOTES HAND DO NOT Uss FOR RBW ACOVISITION l0+'204 23 3 59 ME lAN Bn62e �� `, Q !,to# CLEARING 00 \- �� X 2' 6°C+G L l0+ 9.48 22' 657 RT \ 1\ •:I\ us u'soi st) �>.� $" x w DENOTES TEMPORARY 1't .5+ \� o, w / K ES APPIANCE ^� GLI �\ \ \ �2� AA '\ / IMPACTS IN SURFACE WATER ,i( l lit \ \ \ A DENOTES IMPACTS IN i DOCUMENT NOT CONSIDERED FINAL Ir ` \ \ * II �\ w m UNLESS ALL SIGNATURES COMPLETED 1 m w /// SURFACE WATER \ \\ \ \ z ,N 3 , j DENOTES EXCAVATION ^Meet �wwe� \w� V A \ \ \', x �� 9£ ��///, IN WETLAND met£ \�� f \\\,, \s\ \ \ \ it ISMTLBUS 1 ,. iii,F \, bry.0 ££ `� V10=52cfs s it. F \ \ \VA \ \ � �\ X 10 "°� PERMIT DRAWING \\,,\\ \ \ � \ \ `�®� SHEET 9 OF 60 Ott\ ' TLDI�11,iRIP - ET AL\‘ �_ x \ \ SDETaRk 1� 65YGF��• \• �p' Q GFv `-SP€YIAL LATE ITCH8££ \ `,c� td� _� L�� TOWN OF -:ERDEEN '0 SEE DEfXI �\ \_\ \ _ T�� a`- 'ZE 77 �1 , \ , G�' a\�� _RCP-V ��l M I \ 3y\ \ �'M 'y �^ �� •2P SI�TLPf('�1. :.T F � � V � ��N `n �16�,P ALS � �/{� �\ LIFsI� - �� - w \� cp �� / FriPi� - .\. ;�� 3 8 SITE 3 '�74. V ��1043 os k w \\\ \\\ \\ `r'2'. f wiL 0� 3�i,,�` \�� 1_= G�,\\. F CBpit - \ ‘,_.. -% s Iv-—NA Ilioimi --,---.--,----- —4._ IbE 0 0' 100' C E• n�a7It*i ..i". 0 IIii ^_� ■ ■ ■ ■ ■ `� ' '�� o. g .,! iii.h....,\Nk% GRAPHIC SCALE ` \ \ z � ea N � — _ o\.AJ/'l= � O�IFi ai —�-`v% St ��.��-1- I lij CY w \\ \ t — ��-"�EC6ED�3TFEL != � - ._._.. =a3 r N W w \\ - i� -15" Alija= �' .s .5 I. :La'-1 15"R •-IV 1"'CP-IV CB F IN 1 a: - e=/171ii. 8 1 s4, 9 ,� CB LR� .�'B57 m R \:, s —\\ / - ,211 RAEFORD RD B5S_:±EkND �� m -- __ - --_ r L71 -s J,J LT) ZZI O+OQ \ -G '�I• Yt 345 �` W P� n 1, .r � " / ; =NL79 38'07.4"Es H P enF sl.e 1 W W Milk ,e \w* r B-�'saesr V i' e E .`- �)."a.\R. + n•sorr —— \ \ AgfW .526 ---Z N 6� _ -- - --- COLS OY ^ I • c.!'p �RCB IS„ , �I �' I - B CBS. CP-IV 'GP-Ib\.F'CB IV ~ aCB IMF ~ Z Lcc y 'vim \ \ \ I� ', i/ / r _1rli-vk ‘, rfif(ip a I _ .. F F ' ,ate w / ,e 7 •5°RCP-IV C ^bg RCP III I r ' IIIPIMI lifil u.: .. o" S\ \ \ / J 14,) 1 � RROR OM POW a T`, �►'s"" � � ®�� :., \ \;. \ w— ► SITE 3 —� 7011. Aii: 4tifiv .0.44i to W A tiw.J.� I sMTLe s 1 A A ��m /� � . :c� r I I 4.. :5 \ \ w F• //:, / �'d py �0�, )111 \ �,�,► ►• .H va" I 11 11 rL� 2GI•i �.��/� , li '' e %mai//-- d� it ` arepir SITE 2 I 1 II rue- ��//I �iligi ,i G $ \� ®i �mJ" � ir��`Hil ' BR' coNc O / I 1y� 1�. nl�a�� ,. V y l s \ PRIME REALTY,IFfC ii i 461100 r ��• �� L' A N:L wI ..��N m \ n/ ¢ d .�?s,^EE D TA N I o RS GROUP LLC " DR to + Al. t/11. A B \ „�\\ mA\ V A co �� is 1 1 RCP-IV �, "- �� \ \ �� \ V '$, 1/111 1 �9 SPECIAL CUT DITCH _ 11////IIILLL� 0 �" �1Z,,.l. aP\ \\ \ \ -.\ c i II ' I MTL BUS / SEE DETAIL A *ro_�iij�� / O� µ',' z: \\ \ \ \\ \ \ ' ,4 ..1;, s\, \� \ ilk 1_ , / ArA // eftMOVE19 I5, y� \ \ \ w ,Pit /�j J �k:Alf Z 0 Arl‘ /- i 4r/Ar. , f . , mo m �c,,S �p�� / A \ V\ V/\ /liko, Off, ��- I xI 4 %\✓/ i \,/,\A \\ \N \Q \ a ,\ \ a<�N5 r_l w // / �� 1. deirilliA j j 414 �I ::::: cL 4 , ( \ A \ \I 0\\ ' * \ \ / , i , ''/- U iiir , \-4 '-'-\ , \\\\ \,!_, =, __ --;",\ _ 1.•--- \ , -v.\\ \ \'. \\0 \ m OVir .., I \. \ f\ \\\\ \ (\\1 \ 1 1. ca, / ("( / HE RSRT gi C. l lUUUE A \,< \ \ \\\` \ 1 ,` �ww V l 7 � �ko X I \ \ \ \ "'� ) / / Jq��• / �/ TONY MUR ISON 12237onesFranklin Rd.\ 1 / Raleigh,N.C27606___ \�,\ \\ \ ` M 4. �" .1 l l I" S / IENEERING UGensa N.F0377 W,,. \ \ / FOR -L- PROFILE,SEE SHEET NO.74 Bus: M218077 � • . \ \�� \�� > M / / Fax: 919 851 8107 ��1\ \\\\ \\ \ 1 w /e, d FOR -EY1- PROFILE,SEE SHEET NO.104 \ \4\"'\ FFFF 1 A'A- 4 lRhN5PO2WI0N PLWNING/OgIGN-BRIDGE/STRUCTURE DESIGN cc X \ \\ \\ \w \\ 1 / CIVIL/SITE DESIGN GV CONSTRUCTION OBSERVATION / FOR -Yl- PROFILE,SEE SHEET NO.104 a \ \\\ \"\ \111 yc FOR -Y2A- PROFILE,SEE SHEET NO.104 RK ( 1 \ j \ \\\I £ / / �= FOR -DRI- PROFILE,SEE SHEET NO.121 p(919)878-9560 1 0 \\ 1 6 4 / / / 8601 Six Forks Road:Forum 1.Suite 700 J� \ y ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,North Carolina 27615-3960 o°, , 1 \ \\\ \`1 /,' s" m / / //�10—FOOT RADII UNLESS OTHERWISE NOTED NC enseNoFore �. �� /(�Q� FOR —L— USE RADIUS TYPE DRIVE TURNOUT Engineers IConstmmon Managers I Planners IScientists N= 1 A - \\ \ 1 m\\I ��'i \i * PROPOSED SIGNAL FOR DITCH DETAILS, MATCH EXISTING DRIVE TYPE UNLESS ^d °m Q�': Hja �, \I " i SEE SHEETS 2D-1 THRU 2D-6 OTHERWISE NOTED ResponsvePeopiel Crest,eSowoos �O 0 5 10 PROD.REFERENCE NO. SHEET NO. N i rsJ R-5709 Si X-3 1 �� 1� �� I �� 1111111111111111111111111111111111111111111 "n .o ;i ;in �I, u� �� r� 100 110 � 120 130 140 150 ■■: .. ...... ..... ......... ...... . ...... ........ ..... ...... . ...... ..... . ...... .... ,11111111111111111111111111111111111111111.■■■■■... ■■■... .. ■■■... ■■■.■. . ■■■... ■■■. J .. PERMIT DRAWING .... j■I■■■ii.II"ii'Ii■■■■■ii■I■■■■■■I'II"iii■I■■■iiii'II■■■i■I■■■■■■II■I■■■■i■II■■■i■II■I■■i■i■I■■■. ,h■■■■■iiiiii■ii■h■iiiiii■iiiiii■I■II■■■iiiiii■� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SH1T1° r F6° ...� ,, mmilillirmm1111111111Immlirm . : @l11 1111 111 MI11iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii GLI y1hill11IIIIIIIIIIIIIIIIIIIIIIIIIIlSIIIIIIII1111111111IIII111111111111111111111 ! M1 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I • Il lifl 1"'° "111111111111111111111111111111111111111111111111111111111111111111111 I ....W .. 1111hI!IIIII111111111111111111111111111111111111111111111111111111111I11!:;iiII � _ r. =■ccea -tee ■ ■-- _■- -- -.■ .p.l .■.i....p.■■........■■.■......■..■■.■��......■■.. .... ■.. ... .i■ .■i 9 111■ii1f111111111111111111111111111111111111111111111111111111111111 MI1111111!!_ �11111111111111111111111111111111111111111111111111111111111111 ismi1111111111 1 IIIIIIIIIil11111iiiohil1111111111111111111i ■G■:i::::::iinunn■io:iiiiiii.uni::a.-::.e_I1111111111nn1■--II-_1�_ull-_ 1 3 0 !I F''' 330 11111111 111111 320 Hill!I 360 OP.""""""""""""""""""""""""""""""""""""""11111 1Miil i i 1i111iiii ii iiiii iiifiillll MII1111111111111111111111111i1 I' 1941 1ii11111111iiiii 1111111111111111111111IIII.11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1E IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,11111111111111111111111111111111111111111111111111111111111111111111111M 111 /ii IIIIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I11'IIiI1111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII/ 111111iii11:I!!19IIIII 111111111111111111111111111111111_11;11I11111!!!!:11:ii1�i11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111fi1111iiiil..r■===■---s■-.I-■---■G ■ 11111::11:::R!!11!! INIIIIII .111IIIIIIIIIuIIIIIIII111111111111111111111111111111111111 01.1100010010100100101010000 - � 1 III I� I II!I000 I fl I III 1 11 1 li itilli iiiiiiiiiiiiiii 11111111111111111111116sullill I1010110011.I� �� __= 1001101111010111010 -- l r,IIIII 11111111111111111111Ill ii:■.�. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111-IIII1111l:1■IMI1111111111111111111111111111111111111111.011.111111111111111111111111111111111111111111111111111111111111111 ,11111111111111111111111111111111111111111111111111111iiiiiliiiiiiliiiiiiiiiliiiiiiiiiiiiii I n■CCG�n■�'��'�1"�'�P II IIII ii111111111111111111111111111111111111111111111111111111111II111-111illllai ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiII1IIIIIIl1111111111111111111111111111111111111111111111111111111111111111111111 11111-1111111111111111111111111111111111111111111111111111111111i 11 c .■.■■■..■..■■.■■..■■■■■..■.■■■■■■■■■■■■■■■■■■■■■■■■■■■'■■UU..: - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllii:11111111111111111111111111111111�111111111111111111111111111 111111111111111111111111111111111111111111111111Ii!IiiiIiIII111111111111111111:Gi11111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111i111111�i:1i:11111111111111111111111111111111111111111111111111111111111111111111111111111111u.1111111111111111111111111111111111111111111111111 n::a' nnnnnnnmmn nln:23:.:innnnn3:::: - 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111i111111111:11:.�=- ■G__�•___•G__■� .....IIIIIIIIIIIIIIIIIIIIIIIIIIIII mini X �-Pnd�-��-dn��nnd�-Pi.��PP�C 'iIHhI■PndIPT•iI..Ii. U... ■ .. • 111 1 1 =-- --- - n:1_P(r.J1,Jr.1111111;1111:111111:11:111111:11111111111111111111111i111ii111■:■i.1.Ii11ii111ii11111111111111111111111111111111111111111111111111111111111111 Illllllllllllllllllllllllllllliiiiillllllllllllllllllllllllll111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII lilllliiiiiiiiiiil IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII"II"II"I"I"I"I"IIIIIIII II"II"I"I"In"I"I"I II"III"IIIIIIIIInII III II III IIIIIIIIIIIIIInIInIInIIIInIIIIIIIII--IIIIIIIInII IIIIIIII'•IIIII--III IIII II—IIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-IIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIII IIIIIIIIaIIIIM"I"II"II"II"IIII"II"II"II"II"IIIIIIIIIIIIIIIIIIIIIIIII 32 0 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111•IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111Millll 11 1111111111I11I1I11I1I11111I11I11I1I1II I35I I I I1mIII nnI-- E nIIIn nm I■■■■:'ii■■■:'ii'i■■:■:'i■■■■: --■ -11 » ___-- - ■■ ■ o - c-- ---. u 0---- • iil Il n 1111111111111111111111111111111111111111111111111111111111111111111111111111 i"i 'hill '"i '"i'i ';11;111""""""""""""""""11111911i1111111i11111111111111111111111111111111111111111111111 - i111111111111111111111111111111111111111111111111111 "IiI'.IIIIliiii111111i111111111111111117^111111 11 11 111111II1111ili11111111111111i;111111111111111111111111111111111111111111111111111111111111111i1111111i; ,;IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII lil111111111•..Ui11,,, .iiiIii1„ .ii...i.iii....Ui.ii..Ui.iiIiU 340 w - 1 II IIii1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iCIIIIIIIIIIIII11II11IIIIIIIIIIIIIIIIIIIIIIIIIIiIIilIII ! lliliiiliiiiiiiil .IMINI111111111111111111111111111111111111:111111111111::11;iii1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111:1iiiiiii bul11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iIM III __ IIIII;;;liiiiil111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111!IIIIIIILII!11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 w 14 -i VV.VV a �y 32(i) �o —I o�m — ALL \ ";' 140 130 120 10 100 90 80 70 60 50 40 30 20 10 0 10 20 30 4° '9 69 79 99 9 100 I,0 120 130 140 150 cr -L-(NC 211)-Y2-(GLASGOW STREET) -L-(NC 211)-Y3-(KEYSER ST.) '• o/� 4 0\� \ m PROJECT REFERENCE NO. SHEET NO. Es ADT ADT 2024 756 ADT 20ADT 24 728 C \ 900 eo0 \ * �\ \\m PVC R-5709 5 50 i2e $ � / `' ��\ \( \ \ .- r--_ . PVC ss� R/W SHEET NO. zoo Roo Ha_ x00 1 100 sloe ! E 25/`�° \ - ROADWAY DESIGN HYDRAULICS -- NC zN r Nc 2n ✓ 7 a2 4 / / w \ _ --/SHiLOME • \ w<s. `�' -�_\* ,o -BLUE DV LOPMENT Cd' INC®AI�L E`IE 1�LAN5 9W0 s/ Y\ N .* / DO NOT USE FOR SAW ACQUISITION -Y2-SR 2066r(GLASGOW ST.) -Y3-(KEYSER ST.) ��jl, / / S F / < / // qP \� BRY�N WXMARH )( F�,r� �� // m E \�� ,- RETAIN .� t __________:___________----,_____________,..----- --_, V * Cl-e RI �..F .t ,7 syFFsT EST 2 TON EST 7 SY ,A� , T -q CQ� r \\ t DOCUMENT NOT CONSIDERED FINAL 2i x �✓ Er T UNLESS ALL SIGNATURES COMPLETED WOODS //0-44f. / .� �� X� \ //: _* ,/ ©/ . � �� ,o S SPECIAL LATE',- V DITCH \ - .� Y' **ter a-- @ETAIL MA I �_ _ OO BLATRLCE O�TE"S // �/ CL B RIP RAP �, S. y, `1 S� 'F , >r� EST 2 TON L ^1 x' / Z. / Y' y, EST 7 SY GF d.�I, �\ V C 1 / d CIAL LATERAL'V'DITCH 36°WD.. 'F >2 5 !� \ s .ETAaMA 's- �' / =x i �� SITE 6 D-PARKER�LYyCH // //� ��W/ l WOODS SITE 6 , '� '� /`� ► i y 50 S / Q. �I / L�EOUILLA M.MORRISOf� HEIRS '2 e i; D.PARKER LYNCH •k I I PUEII I\�T. 'L .7 ▪ 'E t Q / _ _ ROBER L DBE II I w /- -4u Jl� CD Z I /I 4 _ 7z^cI1La3ssw p 1 t * F \n, r � / :^.. _ ' X X / L ; :/:WLE [R El ISBLKBus V1� 'i:\ �\ �_�_ \� tWj.IIENIR.M V Y UE �� 15 I -'- `, _ i"� � ,1G >'; , ARKS Q m` I 77/ ® WOODS CONC it: $ * ,O E J /� ) /'i� \ j. : : ; 7u _ - WALLf�( ri Y'�g� R _ IS ALETHEA S. Y'i'y 1711; woods \ - ivILn to, �•1 1 II i �LIv NcWLT S /LT �.� -_ I ,r C /,z /rvr I �= ► I� -NW o n , I g� PROP MG3 //� �'• 1� u. -▪--i/ °x , - - Q - Q• 1�� u �l F \F �, .GR,. �,. BA - F WEAR 4' I_ GR Q N r h35BN! EI'� r- -1 RE R - til COLLAR e ��I Vv 2 / F 1F 5 -- - F `°� H Lu _ di _ . rarmo��-L��.>,� --Id- - .. \� M N LLI TRENCHLESS �n - - - -- _-- • CB 24"RCP-IV , CB 24" I.nI c.i - G_ -__-F INC 2U RAEFORa(70 39'B57 -G a-•- e+oa- 2'STEEL 24"RCP-IV 25 PR Ll..l LU "'Zak WNW N �� - .ar a 'tl✓� ... .n.. _. ,...s sR1 WOODS • - _ 15"RCP-V V y Z �� ANGLE ��SD -,R, LLI ww�v J 4WCOLLAR .IFIEIo -_ _, IRON 18"RCP-IV �+ _ 18"RC-IV ° 'Cm IVr / CB GCB N �L x.raDm.�a,®�rial r441tmv •�w.� .ca� miucc:r�zr r �a��='4M 0 IQ / ■ J // �-: LLI di ISBLKD Rc\ I LLJ / X 9 C UNKNOWN 'z ISED I / f „AIL ROCERS COR EY %�m� d.. ��W� �w �f: 2GI III _� /,� �LLJ 4_ �� • ..�_•• _� CRIMMONp I GRADE ��a�-� r �, �� a , -�•,�+��-� � ANNA LET•RUNE BYRD H LEN ��]� aLL �_�7.4. I Im- \ w, oL\ , PD �� =i� ram_. - �� i it 6 9 rl 'pile,� OS ROGE®N PD �7` �. PDE ��-.��wf- �- <I U \. s SPECIAL CUT DITCH ` 'GO,-- �.a, o BERM JCL I RIPRAP PDE i / - il►i� •« �' SEE DE A �� o B SEE DETAIL D BERM DITCH a 1 \,a, ``gym\ SEE 170 'N A F THOMAS E.TYSON PDE '!� � � B x+dCL I RIPRAP W F �I EST 170 AND WIFE, E / ��DE -""��-`1�� ►°�1� `"'? � 1 SEE DETAIL EB Q / ERNESTINE M.TYSON / --_ O } i/- �� L p i; '00 \ EST 157 SY GF < ` / I 0 (--°-- i •-•�RY • I/y HEI'S �� WILLIAM HENRY VC FLEN S.F I / MARKS qqq / SLOPE SITE 5 PUE \` By,: I R1PT ® S PRESTON o 2GI / TO DRAIN WOODS ODS O\ .'. T EVA M QUEEN S. DET E // / / ,,nn,, REAV S,JR. ��KF_ a ' 1 �� A.L' . Tt,Y ( k.Ji ' �\ cwsilrvc H/w s- z e ATO Ii- I/ k`kI f� i 0 LOWERI �11 - tkiliritill:"EB'Atz-:. -_ � E�nvnav�lam::Q / 1 .7 Z.f / I l .,ING R/ • OIH POW6 iE�cri \ /ici � ��/ eR /� PUE/ = R * PUEisi_E / $ \ h ABERDEEN ® / _ F• - TpECPUo GEORGE MCCRIMMON HEIRS ' ELEMENTARY SCHOOL MOORSCOUNTY a SALISBURY-ROWAN m BOARD OF MOORCOUNTYi`Sc� WILT /8 EDUCATION BOARD OF /T IMMUNITY SERVICES COUNCIL/ NPERMIT DRAWING HEAD START \ -- �IIEDUCATION I '� cr, iiik SHEET 11 OF 60 m I X ' to UNKNOWN o I • VELYN C.HUSTON cc = CURB + GUTTER LOCATIONS , OWNER ' 1 J_c 73 a DESCRIPTION ALN STATION STATION LOC / /� DENOTES HAND I m L_ u, r woods/ n CARL G.SEAGRAVES.HEIRS c' 2'-6°C+G -L- 17+06.40 22+96.82 LT / CLEARING I x / ©)�� 0 3 2'-6°C+G -Y2- 17+67.53 /8+50.33 LT 58 a 2'-6°C+G -Y2- 18+0502 19+12.00 RT DENOTES FILL IN 1! i© � ST.JOSEPH AME 0 2'-6°C+G -L- 24+67.45 29+71J8 LT // / WETLAND \ � a ZION CHURCH • �. „ g y _ 2'-6°C+G -Y3- 15+74.58 /6+6522 LT I - I W ,� GLI 2'-6°C+G -Y3- 17+07,87 /6+13.07 RT _ * * * * DENOTES MECHANIZED O * * SOBBED I Iil f,a / ®SZIONSCHU AME FOR DITCH DETAILS, 2'-6'C+G -L- 16+ 38+38.59 LT 1� * * * * * CLEARING o I'-6°C+G -L- 10+72.04 23+38 59 MED/AN 4 1223lanes Franklin Rd. l'-6°C+G -L- 24+81.52 26+ 7.9 MEDIAN W/ - SEE SHEETS 2D-1 THRU 2D-6 DENOTES IMPACTS IN Ni/LT ILL 19 7, " ,�,�\\ E SNEER NG Raleigh,N.C.27606 1. _ I'-6°C+G -L- 28+8/.52 30+57.97 MEDIAN Ro 9 N8.18377 w PAVEMENT REMOVAL Bus: 919 851 8077 co 1'-6°C+G -L- 31+53.80 34+9/J7 MEDIAN SURFACE WATER Iiiti fl0P° Fax 9198518107 cIGN 2'-6°C+G -LY2 10+79.48 22/6+46.07 RT ////// F i\Q FOR -L-Y PROFILE,SEE SHEET NO.74 MNSPoRTADONGN GI0GPS CONSTRUCTION CTI ROCIURATION RE: - aWDOO°max-NING/0Bc 1.060NaesTDSSSN 2' 6°C+G -Y2- 14+8788 /6+43.O1 LT DENOTES TEMPORARY �,/ FOR -Y2- PROFILE,SEE SHEET 104 0_ 2'-6°C+G -Y2- 16+54.48 17+19.49 RT II I _T FOR -Y3- PROFILE,SEE SHEET 105 2'-6°C+G -L- 24+4227 30+10.38 RT IMPACTS IN SURFACE WATER m-r°`° tt _� cA FOR -DR1- PROFILE,SEE SHEET 121 �� P:(B19)878-9560 2' 6°C+G -Y3- 14+12.46 /4+99.03 LT oo' o' L� 7 e \� FOR -Y2- & -Y3- DETAILS,SEE SHEET 2E-1 8601 Six Forks Road,Forum l,Sude 700 N� I z ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,North Carolina 27615-3960 2'-6°C+G -Y3- 14+5427 15+41,33 RT o i o - d S JOSEPH A E 10-FOOT RADII UNLESS OTHERWISE NOTED NC License No F..0112 �-o� 2'-6°C+G -L- 32+34,66 39+03.7I RT csrrg. X ION CHURCH L nglneers don anegens)Pl-ers)Seo,NAIG N=s 2'-6°C+G -DRID- 10+90,67 /2+12,38 LT/RT FOR -L- USE RADIUS TYPE DRIVE TURNOUT VALLEY GUTTER -Y3- 11+00.00 /2+5000 LT OVA SCALE i y5 MATCH EXISTING DRIVE TYPE UNLESS www.rkkcom RILE OTHERWISE, OTHERWISE NOTED Responsive People l Creative Solutions 4111 \ �\, 1 3s PROJECT REFERENCE NO. SHEET NO. m -L-(NC 211(-Y2-(GLASGOW STREET( -L-(NC 211(-Y3-(KEYSER ST.) \ 9°p \ � ao.2044 9 ao.2044 0008 \ \ R 5709 5 NC " 200 2 57sz 200 1W sloe / 25 •'\ _ ROADWAY RN SIGN SHEET NO. HYDRAULICS tt _F ENGINEER ENGINEER 8- s C'u, ///S ILO ' E \�. \ , 'twze : : n D '_ 1• CO'e zoo aoo us 5 752 VA_ iao SA -� <ZI I N f ,� SE Toz- was T6- r6s q1C / '•\ \ 34e INCOMPLE I E PLANS _ \q`� \ 341 p0 I USEFOR 'B WACOU451TION a6 920 ti � • :,-Y2-SR 2066�o(GLASGOW ST.( -Y3- KEYVR°ST. /ji" Al / / Q�; \N' \ N .* * .�F a �: ,(s \ \� -` 339� p \ BRYl�N Af HV ` t ��3TFg �� s. �? RETAIN .Y i�N EST 2 TON EST 7 S 4 �`Ug FtiFF�T� J < ItC?^,�T \!�! DOCUMTNOTCONSIDEREDFINALpis' 2iX '~ `f w ^�'' i�,� 41 4 , UNLESSL SIGNATURES COMPLETED /0 WOODS /A .* I �s ££� i SP 1.J TCH mac£ `S' _ _ MA 1101i. B o `r�..L �� 1 �o°' U�a O� �lir RIP RAP eV � V. , _ �`y � ?86S :`..� j5££ - �. ill 1 m 2 TON 17 \ rl y^ ^1 , s �� •, ",'' �`� ot I k �;� * SITE 6 .PAR R L / j ._ SE07 ---- _ ' �� SITE 6 ��6 /� .®�� ' ■pic: / / bloc, .44 3�i �.' \Nair w x!;' / �EOUIL A M. ..s.•RI,, HEWS t /�/� ; D.PAR C 1y, /� 1eir I PUE \ '� , Q e€ illie cNLasssw � RO L. €D:_......).L....:....." /ER I� ( -� �� F �� .� �'�,• _ X x �a-e p ,. - AND W *Egli "R. .-� 4 WIL ° Q = LEY wI5 5 1 `. ;fre tFi C ....,...,/_�� ♦A}71 / ISBLKBUS p ir II ISBLKCH ® �� :64.1,.......01,....tiri: 42 60' ill 11 � �I7/% rt -wL��`� -� o � •-I' 41-1 .�l?�= coNc �11 w,[T � frw� L � �� ' , et£ � �, (/E'" I'� '• /x mw n i dlxe.� '� I -, p w/LT +c -_ F --3' _ N P z - _ !/ �e _ nNG n,w -_ DN _ .-.litarA _.fin a a eaoe o yrilil Zvi I /." 11 \�\ K •. L: y EI•- _� >I��T� f�' REBAR ��y�/ Ie N• G /� \ 1.L_- " 1 51 /- GR \ :A' W i F I�t19� GR '� ` F .....7J 0 '40 - l5 �� Z F I•PVC- v/T GR" \F � ' 4: $E i �\ -__F- �� .'. •�- -• H W � �IdA REP V o `� r_ o �� r c � ..* _=� 5-�'_�/ \ _sl:_--- - T- voteg � M • ��/471.� -/Y'114 -'"IYlWI- -IIi�l1.� -14'y-:- 1 ' M N LLI I p "� 15"RCP-IV 15"RCP-IV CP-IV -'�-- 15"RCP-IV ' 24"R P-IV CB 24"II�-• - CB C� �R CB CB iII�� CB ICary N \�V NN/ _ - FotiY 2/I RAEFORC(SD 0 2'STEEL •�' 24"RCP IV n� y� N 75 38 0 �" --- - - P. LLI LLI Fda �til.• •r-R a,r�_ �-=_ ..""-''wI^w L -�� TB-2 _ --_ -� - w llitY ppw J COLbR �� • �� .�-.�♦ _ ID/ TS LV •� �r��iv.�:��i��%•? --N �om�ry • � �.., �O .1i 1• • .,WI lid f./) S. A iii `,_ 1A7M=Mnl<-u /v / _-�� '�Y� � fie. ��J W � m ® ♦ rtif ? \ Cs /yc�FI RO TS COREY 1Wg r_� -ii �.: .-�� .: m o jrill- c, 01 0 �L�CP IB /�r�9_+ ,:_i'`'401�ZL L II_=_,� ems.--- ��ii o= 1 is_ TUNE BYRD F �� .Ooa� G..DE � �L� �s'a�•..p .'�xr'e'i aj -.- reT 9 TO. ..IN . _�- ®\av� r �,\.,. PIE ,- -a��i �• ; ��■ kN �- - �` QS40GE• °i PD PD �� \ AL C T DI CH GR � s B � � A � / �� ♦ 1 Y'= .L I RIP Parea D 1/ 2- �f'ri♦! SEE D.I.-+; S / it ,y DI7C DITC- ' Zb '° \\ • A �� INESTINE•IF 14 / 'D 3&7 _te _iaDE IF-x 1 `amc��;90 FS��, I CgNZ £.... 1� EE DETAIL Dol/CL I RIPRAP+ it �° , r I ,I�`- �EE DETAIL EB• VL I`1.ttlitillii J } r. f0.00 - / . EST 157 SYm6-" nr; 1 •ITv $ EN Fn•1mi �'L I'PC'' - 2GI / S f `zP11 `%. • I VA E„ 1 a2 DET /./ mt. P: 70N ) TO DRAIN worik,s 2 \ w 6 ® 1 .V �� 't 1• s �� ;.fir �'-�..F ", v� Si1,RR LEE :5q X Q ��LS `'� FI a/w ��. �' TREA A•r WIF •� itiO - f� a 2aPvc_--- �� "�� *I -- --;�, - �� /- £ 0 GREGOR ��1� P �$rxsR 20T2 B a vo "°n a.+a'�� 11firia' /�1 n . . 0 y PUE _, M, 3q 0: rr• 0,,, / ,•AD, • S 11 "•E a NTT / 5 "• ,, P E'm�, 1' . N ' 1• PERMIT DRAWING4 •r m BOaCAr OF MOrR `' w/LT4,„\i, �Qa ovik,„ 411NE\ SHEET 12 OF 60 ��, �� +3141144111 �`' N CURB + GUTTER LOCATIONS /cci° \ \ K 0 - it � DESCRIPTION ALN STATION STATION LOC DENOTES HAND 9LE il WOODS VEs.HEI s • m 2'-6°C+G -L- /7+06.40 22+96.82 LT CLEARING CLEARING ��[ �c k MiiU - 2- l �DENOTILIN itiramt"'"Virm,- 2- ��// TADsee L- 4+67.45 29+7IJ8 LT-Y3- 15+74.58 /6+6522 LT / , / -� �� ° _ 2'-6°C+G -Y3- 17+07.87 /6+13.07 RT _ ** ** * • DENOTES MECHANIZED y�' I ::,II/ � 'I•.° �Gs ` „, * 7 _ 2'-6°C+G -L- 16+13.07 38+33.82 LT * * * * CLEARING sKeu 4 CHU^ FOR DITCH DETAILS, o l'-6°C+G -L- 10+72.04 23+38.59 MEDIAN `I / SEE SHEETS 2D-1 THRU 2D-6 122Raleigh,NaCk27606 l'-6°C+G -L- 24+23.33 26+06.7/ MEDIAN W// DENOTES IMPACTS IN 0, w 11�? ``. ETHERILLW _ l'-6°C+G -L- 28+8/52 30+57.97 MEDIAN / C E INEERING License 8518077 I'-6°C+G -L- 3/+5380 34+9/17 MEDIAN / SURFACE WATER __- I ) PAVEMENT REMOVAL Bus: 919 Fax 919 851 8107 2'-6°C+G -L- 10+79.48 22+66.57 RT / rF /� DENOTES TEMPORARY / w �� FOR -L- PROFILE,SEE SHEET N0.74 �N *En DaGGGIswPSsONMIDGE/STRUCTUREnx� 2'-6°C+G -Y2- 14+87.88 /6+43.01 LT /' F FOR -Y2- PROFILE,SEE SHEET 104 2'-6°C+G -Y2- 16+54.48 /7+19.49 RT IMPACTS IN SURFACE WATER s` --, a FOR -Y3- PROFILE,SEE SHEET 105 R1,17 2'-6°C+G -L- 24+42.27 30+10.38 RT A cq FOR -DR1- PROFILE,SEE SHEET 121 o0 00' 1Ir i P:c9191 s7a9ss0 2'-6°C+G -Y3- 14+12.46 /4+99.03 LT L • � FOR -Y2- & -Y3- DETAILS,SEE SHEET 2E-1 88015ixForksRoad,Fomml,5ude700 2' 6°C+G -Y3- 14+5427 15+4/.33 RT • • • • .• 'M TALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,North Carolina 27615-3960 o�o • • • • JOSEPH AMEN�10-FOOT RADII UNLESS OTHERWISE NOTED NC License No.F.0112 N Y 2'-6°C+G -L- 32+34.66 39+03.71 RT ' I I ION CHURCH ,�cG PHIC SCALE FOR -L- USE RADIUS TYPE DRIVE TURNOUT wears�ConsWdon Managers I Rulers ISe ent Ms Ns 2' 6°C+G GRID I0+9067 /2+12.38 LT/RT Y,� ) r MATCH EXISTING DRIVE TYPE UNLESS wwwrkk.cero Q � VALLEY GUTTER -Y3- 11+00.00 /2+5000 LT l��11 I �� / / 3e / / 10; // m� ti OTHERWISE NOTED Responsive People ICrean°e Sol.ons �O 0 5 10 PROD.REFERENCE NO. SHEET NO. N R-5709 Si X-7 IIIIIIIIIII IIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIII IIIIII1 IIIIIIII1I IIIIIIIII IIIIIIII1 IIIIIIIII IIIIIIII IIIIIIII1I IIIIIII IIIIIII IIIIIIII IIIIIIIIIIIIIIIIII IIIIIII1I IIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIII IIIIIIII11 IIIIIIIII IIIIIIIIII IIIA P 'Nee DRAWING IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIII SHEET 13 OF 60 HI I I IIIIII l ll l 111 l ll l ll llll l ll 111 l l ll IIIIII l l ll llll l l l lllilll ll l llll 111 ll IIIII 111 ll ll 111 IIIII ll ll l llll l l l IIIIII l l l l llll ll l l IIIII l ll l l ll l ll l llil ll II I ■ �•••••• ... 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 .G EI ■ 111I1111111I iliiliiiiliiliiiiiliiiiiliiliiiililliliililliliiiiliiiliililiiliiliiiiiiliiiiii I A !! ! !! IIIII A IIIIIIIII 1 1 1 11 1 1 1111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■IIIII 1 IIIII 1111 1 1 111 1 1 1 1 1 111 1 1111 1 1 1111 1111 1 1 11 1 11 1 1 111 1 111 IIIIIIIIIIIIIIII Ii11ii11i11ii11i11i1iii11i1iii11i1i11ii111i1iii1111i11iii1i11iii1i11i11ii11i11ii.................................... PI!!!IIIIIIIIIIIIIIIIIII 11111111111111111111111 iiiiiiiiiiiiiiiiil1 1ii11i1iii1ii1iii1iii1ii1i1iiii1ii1i11ii11i1iiiliiliiiiiiliiliiliiiiliiiiililiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii IIII � 111111111111111111111111111111111111111111111111111111111111111111111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ZO 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 360 '4■■■I4Rnn■IInn■II■in■n■inin■II■in■nI4iin■I■innnii■in■ �. �nn■��n ■■■■■■■■■ ihhh111hhhhhhhh11hhhhhhhh11hhhhhhhhh1hhhhhh1 ■■■■n■■■■ ■■■■■■■■■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■I■■II■■■I■III■...■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■ I �N ■■ ■■ ■■■■..■■ ■■■■■ ■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■::Y.....= ..Y 14111111111111111111111111111111111111111111111111111111111 1111�!!I1111111111111111111111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ii,■��■■ Z W ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ were .s 350 1■■■ mnn■ ■�' �— 0.020 �r�1Y1■!Wi!!i uu�■.`ii- II ETLANDS VII . �.,an ■ nn _ �—' __==' r � _■_ — ■■nmmnnnnnnnnnnnnnnnnnnnmm�mmm� _- - E _ _ — — — r.� n■oo n■a■sna■aon■ ■ = ■___ _ 11 IIIII■ _ _ _ i -_-_ ..i.Gii 11111111111111111111111111111111111111111111111111111111111111 - •• I --■•- ■ 1::::::::::::::: �� 111111111111111111111111111111111111111111111111111111111111111111111111111111 unnonnnnnnnnonn nnnnm v1 J r 111111111111111111111111111l.1►11111 1 ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1 �, ., :�■=:■�1 1 1 1 """"" 1111111111111111111,11111111 IIIII ,IIIII 11 ,Illll. 111111111111111111111111111111111111111111111111111111111111111 ■■■■■■■■■■■■■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■ ■�■■ ■ •■�■■ ■■■■■ 1111111111111111111 1111111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■ ■■■■■■ ■■ ■■■e. 31 1 ■■■■■■■■■11111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111 1 1 1 1 1 111 1 1111 1 111 1 IIIII 111 1 IIIIIIIIIIIIII ' 1 ' ' 11 ' iI III�iI IIIII IIIIII iI IIIIII II IIIiiI IIIIIiiI IIIII IIIIII I IIIII IIIII I IIiIiI IIIIiiiiI III iiIIIIIII iIIIIIiiI IIIIII iI IIIiiI IIIII IIIIIIiiI IIIII II IIIII IIIII I IIIII IIIII I IIIII IIIII I III��I I I��I �I III��I IIIII �I I �II�I IIIII IIIII I II �I I II �I III ��I��I��I��I��I��IIIIIIIII IIIIII II IIIIII IIIIII I IIIIII IIIII II IIIII IIIIII IIIIII IIIIIIIIIIIIIIIIIIIIIIII��!��!��!��!��!!!!�� !!!!��!!��!!!!1111��!!��I��!!!! IIII �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiIInnnl.■I■.. I■■dul■II■■...■In... U. nd■Ilud■II■In■d■Ilnn ......................... ■.............,.. ■ --■G-■■. ^.r.�i.ii mi '■nmno ■ omnnnnnnn■■nonn'•'••111111111111111111 --IIIIIIIIIIIIIIII!I!!t�IIIIIIIIII!!IIIIIIIIIIIIIIIIIIIIIIIII_ __=■===aG .r�r��. -_ unnn■nn■nuunu■ue munnnnnnnn�sun■nnn■no■mn■'!Il ■:■ ��i in ■■EA■■■■■Ni o _.. -__G7i .. C� 02 �■■I■■■��■�■■■ ■ L 'I■■�_. .__..- _ i ■■■IIIIII 111111111111111111111111 ilE034.' IIII ••••�• • �• 11:■/Ii11111111111111 ■ ■ ■■■ ■ ■■■■■■11■■■:■11■1■■■■:■11■■■■■11■1■■■■■11■■■■d1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111;;111�A!I1 111'i °�11��11••••••••••1::::::::::::. 11 " i111;I:I1111IIIIIII11I imILEFIEFIEFIEEFIEFIFIEE:iiiiiiiii;;;; ; •••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 111111111111111111111111111111111111111111111111111111111111111111111 iii i ii IIIII ii iii liiiiii • .i .• •••••••••••••••••■■• • IIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111�� I. ..IJ�._.I�� -__ _- - •--■■-- ='= 1111111111111111��1111111 II�III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIinnifillll 22 + 50.00E II 11001 III 0 1 0 1100000000000000011000100 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 3s. 3L60 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII AIIIIII��Illiillllllllllllillllllllllllllll 11111111111111111 n--- ■11111111111 Lt�Jnn -- -------- - -- ---- _■ 1111111111 ■'Jcun��1�,� �I��n 1111111111111111111111111111111111111111111111111111111111111111111111111111�iilllll_� :�� ,:__ " ' " _-_ _ -1--- ------ ------ ------ - ■••• __.a.11�A IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111 I' 11TEli:iif11111111111111111111IIIIII11111111111111111111fiiialllllllllllllllllllllllllllili!9iii1fi11111111111111111111111111111111111111111111111:::�iid111111111111111111111111111111111111111111111111111111111111 WETLANDS fiiiiiiiiiiiiiiii fl1111111IIIIIIIfifIIIIIIIfiiiiiiiiiiii A 11111111111111111 11 li '� 340 IIIIIIIIIIIIIIII111111111111111111111111lIIIIIIIIIIIIIIII!IIIIo 1111111111111111111111111111111111111111111111111111111111111111111111111A11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Ww S 1111330 II o 320 320 0 N 4 Nam' 1'0 .II . .. . Pr •' :. . ' P01. /' ' o ' I. II II ll II I. :. -. PU Si .' II .0 50 cO 0 5 10 PROD.REFERENCE NO. SHEET NO. N ■. ■TT R 5709 Si X-166 AI i Ii II II II II II II ll II II II II II II II II Ii 1 110 120 130 140 150 PERMIt DRAWING 1"'""' l i l i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii I . :■■ ■ . 4 0 F 6 0 • minim ..■■■■.■.■.■■.■..■.■■■..■.■■■■.■..■.■■■■.■.■■■.■■..■■■■■.■..■■■.■..■■■■■■.■..■■■■■..■..■■..■..■■■.■..■.■■■■.■..■■■.■..■.■■■..■.■■■■■■..■.■■■..■.... ��::::: IIIIHIIIIIIIIH111111IIIIIIIIHHIIIIHIHhIIIHHIIIIIIIl1111111111111111111: 111111l111111l1!l11111!l111111l1!l111111l11111l111111111l111111l11l111111l111111111l11111!l111111l1!l111111l111111l1!l11111!l11111111!l1111III iiiiiiiiiiiiiuiiiiuuuuuuiuiiuuuui •J��i��i��i��i��i��i��i��i��i��i��i��i�� . -.... .............. 1 1 1 _''0 350 liliill -•- . ••• M. ICI!!!!!!!!!!!itiiilliii!!iiliiii!!li!!iilliiilll!!liiiliiiili!!I!!I!!II!!IIlIIII!!II!lIIIIlII! -- • '-- -- `• •--• -�- 340 0 - - • 00 00 330 1 = 1 1 0 IJ! i W IL.�a' 350 o II HII w _ --- "`iiiiii rib-A-uuIiiii:1 -- -- _ -- -- -- _-- _-- u III II III II liii 1I II 111 !11 ••• !11 .. ... .. .n o. o o. .. .. .n . . o. .. . ■ G .�� 1 �� I ... o. ■■ ..■ 111 �� .. _ 340 I- 0) o ■ ' � ' I Ilil '33 ,� 1 y 11111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiiiiiiiiiiiiiiiii11111111111111111111111111111111111 ,�. ,i .a .i ..i i �', ., ' rI i/ •' 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 FRANKLIN KIMBLE PROJECT REFERENCE NO. SHEET NO. m / -L-(NC 211)-Y4-(SOUTH STREET) CURB 4- GUTTER LOCATIONS SHE iN -Y4-(SOUTH STREET) \ R-6709 6 DESCRIPTION ALN STATION STATION LOC ao'as RN SHEET NO. co 2' 6°C+G -L- /6+/3A7 38+3382 LT ROADWAY DESIGN HYDRAULICS 2'-6°C+G -Y4- 10+41.00 /1+/6.99 LT ZACHARY MARTIN NG 211 124,800 500 / ENGINEER ENGINEER 2'-6°C+G -Y4- 104-52.96 10+7059 RT A Loa INCOhIPLET PLANS 2'-6°C+G -L- 40+6228 50+9753 LT �� a / Z� / \ DO NOT USE FOR RI W ACQUISITION 1'-6°C+G -L- 3/+53 80 34+9/./7 MEDIAN �� l'-6°C+G -L- 35+79.63 39+31.87 MEDIAN 36"R P-IV° ��✓' I ® BRENT R.DUPLESSIS \ lip J /,,, , ' WG2 PERMIT DRAWING AND WIFE, / 1'-6°C+G L 40+30.40 42+23.46 MEDIAN °ti 1 I� JOHNSIE T.DUPLESSIS / / I'-6°C+G L 42+8796 47+24J5 MEDIAN Y \s. , / a� 2'-6°C+G L 32+34b6 39+03.71 RT /� s� �� &G $ 6A SHEET 15 O F 60 DOCUMENT NOT CONSIDERED FINAL 2'-6°C+G -Y4 4- 10+90.02 13+10.96 LT N°9 \ � 100' 0' 100' UNLESS ALL SIGNATURES COMPLETED 2'-6°C+G -Y4 4- 10+90.00 13+11.93 RT .4P�� "l 2' 6°C+G -L- 41+35J9 43+90.6/ RT •oQ ?��j >, , SPECIAL LATE L / / a, e♦ 1 ti0" 'V'DITCH C SEE DETAIL M,SRAPHIC SCALE • 2'-6°C+G -Y5 4- 11+6629 /1+90.84 LT 'b F o ��'i,•.,y .� AN'Akk rai ® P M0ti 2'-6°C+G -Y5 4- 11+59.76 12+OOJ8 RT REMOVE .;" v -� r. ��• ARC/HDS MOORE APARTMENTS CORPORATION o�,e �%Li 2'-6°C+G -L- 46+06.52 47+69.30 RT 4:,41 .��`FAQ F �p o v N. ss\ \ / �� / RUMPTON HRIS- N. fQ p�F wiLr /�� ^c \/......,,DELL PANk. f F�\ � , y ' �o" JANICE BRODY �� ISFD / CAROLYN J.HAGY F �\ e�° pUF �/ �� SFD Q BANK&SCOUR / / \ r \ x C ' HOLE STABILIZATION G Q /� /C� / 4 iro 4 c SEE DETAILED_ // \ _ ' rep, �0/ „4,4 A� S CLAESTI4 PTO, \ // .I © \ . :�\ a box E / p l �C 4J�F 21 EST 67 Sv GF \i \ \�, \ ....w OF a DELL .. F �°• 'BG7/4L RAL *4 °'/YS" CRUMPTON k W G /� AD .HAILEY �� E TAIL.H (� ®��/#� �� Q �� 1 AND HUSBAND, " °,17��1��.��F JOSEPH _ _�..- _ ,IA HINTO DAVID L.HAILEY P `• a ENGLE / .• Y HAILEY �-_ �� .,�� . WOODS AND I �P�X�. l�P .;"� —_� ��ew p PBOWENSA ,11' • uT II ;- �� , CL I RIP RAP TOE PROTECTION ei WOODS P �`��`—�� B ' ®\ TIARA SEE DETAIL-BD vdCL B RIPRAP -- 15'IN "RO' RTIES,LLC Napxgl�� //,�\ EST D TON 4 i'. SEE DETAIL GB-\ -r � \�� . ��IlkL� 1 �� ll ' ('4,4 1 �ELpQERTITpPIRLABB FINLE 'IN \r� 4 ,,, ' / BEST 35 SY GF \ \ �,I.�� -,��Ia.�L�Y� w pG -WWI" TOWNHO E OWN'e�• �`�'P�•'P SATE 6 _ --'*/, 0 �� Ewa �� ST c FIELL MPTON \ %* �t 25BK APT T114:GF ASSOCI•TION" � WILLIAM HENR'� . 4 --- " / C] �1 �� \ 2s a. 'N ,, 6 MARKS a UJKNOWN O14N,R V'DI .L t�E— SITE 6 �� `�'.e'IL 1.. \ "�°, O .` of �• t SITE 8 Y SE DETMLiVtr B RB UE C ' E NCDI ES 4 a - g F/ G vdCL I RIPRAP E R ERAL V-D \ 4 ---"� a EST 90 TON 1 \ a+< n\ a p A iiiFFF�s / 4 I' 'T y-- PR BY TAN m �� \ --'� $ A. EST 146 SY GF Ip 0 y' _- HUR H ��,, F CI NC ONC \ 'M'p. .> .� \ \ �. RAIN 5T 4 -- \ PUE - OO _E �k lip ";' ��►` y-. POE c� o l.1 —_� C PON a TEL L _ _ l ."14 I� • E F as.,,3 ^' ,,,,, ..,„-_-1-,,�,;,,�,lE* Jt1� a..:.3;��. .a.la" -_ _ - _ �_ _ a�`�°++�'a wia2v3f�'�.�®�� cx sr ��• FiA1N ' ci /"1;41146,t._ all u� —�� " t7can63.T � z'' •' E a�Rww— • RCP-IV ,J> ti.rz,_�_ ,r.,.,-y, � 4.-�,,;,:.- - .. M — — - o " cB �Fnr�>, _ O CB C CB -IV CB > �_______ IFIL IMIIIiI4 ill-RCf � P"IV P�,H 2D b 24"RCP-IV o -i 18"RCP _, U _. • Ao$ REMOVE ,AIM 4 Fp O LLI- _ _ - PLUG 1 ND FILL az N �s -M1141 im �� J c ��heir -rc _xisoso Riw - - �— _:BAR �D _ �N 7+. -.-.-__. -1117771 i LL \ ~v ca O , /,„,. CB 1 „R P CB _innhArily F�I— Z r° ®AIL RQGERS CORLEY 04 .04 5. AtiS _M N W J -+. • � -� _ �I� ' - _ DA PHILLIPPS -11 �� _— �_= � Z R /N n _ `' a S P F J N ` � SITE 7 F \ r F HLOE I��r '1� 1d"LO@RbTECTlO �j�//c V ■. t N$@E DETAIL GA ��/ // vffRCP-IV W - o SH, QRNE MCCOY Q �eT _ - W ,IV, \ , `'�� . , � , WOODS '''AAA.... ,„........... F W N I M - \ \ G 'E.°t4.6 , Vh \ \ .,TR CBtArfi, '' ,nd&,n/"'• .._ _ T7i IROODS T I) 7 y 8 A \ -x\ -_:k ° ® ._ V- oP o/x ow �L C a n yCO� WILLIAM HE 'Y M•' \.. SCOWNER /T� i;7 \) 1� * ISFO ��P PUE .-�L Pur _NE r ' 01 111/ A SITE 8 2 _\ woods j o �► �� ? I ' WOOD E® H 1, SPECIAL LATERAL'V'DI • ) /`+ / ',I �"-w 03 vdCL I RIPRAP - --- Y'\ , e c' SEE DETAIL TA p Y, = 50 00' s (NO GEOTEXTILE) \\ \ \ Z'b �` o��,igNk ® ,� ® - . �•-�/Ah7�7� �` SPECIALP 'V'DI • THELMA D. a y :AJ• \ ��`�� Tb'RA .D.HOLME Pa ABITAT FOR HUIGANI T �' w/C P , ARLES HOWARD 3 SPECIAL LATERAL'V'DIT•H u \ s -. - v✓CL I RIPRAP F Fp\\ \ GAIL ROG S CORLEY / ., p _i ISFD © \ ' �� EST 41 ON `TANCILr' �, ?�LLED SEE DETAIL TA d g,p ` 4� ./7 `w S° \�•'. � \ c' b ��'!1�I .. , ., EST 12 SY 7 \\ \ \ , ' VP DIT..LATERAL . J.RE1r11C � ® o..}e�4 m \ \ \�\ x�F t�'��!�°Ij / SEE DETA`,•; O �� N'w MARGAR.T R.MANSON to '• / J <CC q CB. WOODS ;oM>../ 74 ALGENE JOHNSON AB 2 IOW ��/r\ s 'N., ti �I r 1► 0 '' l8 4/ "�� 4m2 �� ® ��jry/ � 'aeF��C \..... „QIIRIPRAPRAL'V'DITC01 y °syy -s,'/ LONNE LITTLE `� WILLIAM H.MARKS ��+++\I•:>// M"M"�� CB y� N 2/ �yF� EE DETAIL NA R' �" / - + Q�, REMOVE 85 JOHNNY J.REDDIC �" EST 41.TOY GF Le ,/� \ g gpI��' ". � �� ilk,/ JOHNNY J.REDDIC �• ^ A� �'R� JOHN CALVIN HILL �F qeF Rp //// DENOTES EXCAVATION s el eR FFN j` ,'hp 1223 Jones Franklin Rd. IN WETLAND —� ,y, z FOR -L- PROFILE,SEE SHEET NOS.74 & 75 ETHERILL Raleigh,N.C. 8077 w \® (/F�/ E INEERING License No.F0377 ARDELLA WASHINGTON FOR -Y4- PROFILE,SEE SHEET NO.105 Bus: 9198518077 Fax: 919 851 8107 DENOTES FILL IN / ` A 4144 B..IL 1-.'A . yv ,4PACTS IN FOR -Y4A- PROFILE,SEE SHEET N0.105 BRIDGE/STRUCTURE PIANNING,DEsIGN- E/STRUCTURE DE9GN �� WETLAND ■ °'•A E WA FOR -Y46- PROFILE,SEE SHEET N0.106 a U9TEDE9GN GI CONSTRUCTION OBSERVATION FOR -Y5A- PROFILE,SEE SHEET NO.106 RK,z/( 60 a * * * * DENOTES MECHANIZED ��/ E w �1tES TEMPORARY FOR -Y4 Y4A .-Y4B- & -Y5A- DETAILS,SEE SHEET 2E-2 ,INK 7� ** * * * CLEARING ��' 1• 8P601Si(919)a7a9sR IMPAt IS IN SURFACE WATE ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH FOR DS 2 DETA LS, 86015ix Forks Road,Fomm i,Sude 700 o,0 10-FOOT RADII UNLESS OTHERWISE NOTED SEE SHEETS 2D-1 THRU 2D 6 Ricuce'nseNo Carolina 27; FOR -L- USE RADIUS TYPE DRIVE TURNOUT Engine'sl Construction Managers 1 Planners'Scientists N= \ MATCH EXISTING DRIVE TYPE UNLESS X PAVEMENT REMOVAL N.rkk.corn � � OTHERWISE NOTED ResspoxsxeP,°Fl,I Creative SxluODDs ^�� FRAPI CLIhTI MBLE 370 \` -L-(NC 211)Y4-(SOUTH STREET) V 1 I PROJECT REFERENCE NO. SHEET NO. CURB + GUTTER LOCATIONS \1\ N ;2TR : DESCRIPTNN 388 9 I ENGINEER ENGINEER 2'-6°C+G -Y4- 10+5296 10+70.59 RT e " `ter A.* S baa 8 a 2'-6°C+G -L- 40+6228 50+9753 LT 'B •� sod a �Q INCOMPLE EW PLANS l'-6°C+G -L- 31+53.80 34+9/./7 MEDIAN �� N ��• / Z es, \ DO NOT USE FOR 9W ACQUISITION 1'-6°C+G -L- 35+79.63 39+31.87 MEDIAN 6"R '-Iv. /✓ i / Al` (� BI NT -.I PL S'IS n \ l'-6°C+G -L- 40+30.40 42+23.46 MEDIAN °N 44;r '4 3c V V �-+ PERMIT DRAWING AN I w E• / / \ /lA�� © JOH SIE T.D PL SS S I'-6°C+G -L- I1! 47+24J5 MEDIAN /� ' HT16OF 60 IAN \\I 100- - ,/43+906/ RT ... i t ,,, ----- •,1'C I TE , / m ®i 7 a1 ��►K.w 7ti° - !T RAPHIC SCALE / ' 2'-6°C+G Y54 /1+6629 /I+9084 LT AGR j c\�,�'�'�� '�.�i<�+� _ IL 44 "'" 2'-6°C+G -Y54- 1/+59.76 12+00.18 RT --- REMOVE ' °r` i1ir-Ej''. 3 1�� f °�� RE ART S C R-IRA ION �!, 0�i`�� ' '�iLs 2'-6°C+G L 46+0652 47+69 30 RT — F N y- ��♦ F ip �- A lic...� a ��s� wi J� ' DELL �'. 1 w �� 9 .y /l RIST°' w 36 /� lt.,* - pF 0 ., 0`" �'� 7 E. PANS � 39 s " `V F ♦ )1k% * ,{l a ISFD r A'0 Y J. Y 345 B &SCO-' � s�. qo^Gy F COI p / . A°016.- 11,04-.0001k ��C / It * offt$ • 41 i HO-STD I IZgA1T.N Ge' .. °ag \/ 7 E.T 44 irrx ir,C� N 77°19 604C E - \,?4,7 /4�F m I�` 7� � I11\4 i _4 E5�67 Sal'52'GF �kA� \\ E' \ c �IJ ;�o � 3' • �� * b —� F\ _ SPECIAL ERAH �•e '�Y5 /;�/ CRU - • �� V �tiir �� 5 TAIL �� _ 't � � `�CIT•�� an t; roWG Amy ARY HAI Y �"1• � � F OSigg ��± � �! S,- D H :AND ., �. . ?J JIA HINTO". I,'• LILE` �£ ' �'- ? 1 -_ �� 392 4t R✓ Y HAIL 355 -__ -i'`J\, 7A ��.�-�Sl► �� .,�� ,oD A pt. ` , rg ` •a - wOn�.- _ y.. - \_—s�`—P—®L .tfo �A� -:•WENS r'— '. • y� `I . x ,SL.i. P:. a •:OTEC ON 353 e 5 �r� lY'� ��L[�7L�� ' , :\� w IT E.,LLC A 54 tEl RIP P & 'IN '•�' _ -,1 ?�' - i \µ PI s Q7AIL B6 FINL� ,G:o- 1ST 35 O .- 3a. =29 FT TOWNH 'E • �' / Via: IL G �,., �� C ® • SLOPE 5 5% ASSOC!. •1.,-�A WILLIAM NO ' - _ -� 11111,411-07--,. ® °or sILO ES714TONti E 1 F ,•70,*MA• S eIt ® /'2sL \\� B,�A'T EST 30 SY GFuI.N •0".R VIP- SITE 6 ! 3:. #)10 PD45ETSOL O47i 50 LT64 SITE 8 CL I !` _ W \ LATERAL V-D .�"� STAf lJ I '�S- AtL=.. 4 s 6 .t¢ a alidp O I tea'- T./ .X�_ R: C 1 • \ ��, ` : • IT 4B1 SY�P ' �.,:... -"" �ST 1 PRE IAN - / {�►�, .,� ,.] N' IDETAIL \�2 *ES O71' w UR H .a E ES7 157 TON r, N O I 6I � `•• - I� \A\ _ / A ~ \ ® l P l�11.. 1 O —._ - R A - •• �� - , C yy� lipriarr_-,„,,._.--,=i.--....,HHwzi!,4"' r' ----jglifr.,,_ '-,,.,�„ =s�w.� -. °3'Z's .:.. ._. ,a� _ '- _s_,_>s _.-.:. �r$'�'. '. �` e�Fx� - '-,.ct�� - - '1'' � 'a<<l� ��,Y4X'Jia I�+ - -- ,�' c "'�' ' ,,,. -_.: ._..-:�' I !�7:i1/i�T► z .. ,�' ,ram= =��.:� �� ,. _. -�� I��.��'-- LO (� =tea-� -��_�� - ''Oi�� 1CB18 RCP-IV CB � _Qi—_ `IK �� RE aOVE��1W� " - gl O I NniiiilLuilm. �i� - rely 11w�MPJA 7® r --AIL , � INTWiirMi WAmin__ It SIaSe ctz `9 N ®� , q , W N iil,c.li' ""—� �m��m� O� ��-..�-IxnIz-.i��ae� J IY"roomII ® . 4111.1\�l, � � R •NDAP. I -c. �� 7T 411,7, 1111117 I -L Lij iriAint ,.._ � �� ' Ail • � SIN2 SITE 7Lei ' I i +�� '•ear' wile., .r'� a V +�. AIL• � VW/ w Q xo �� Ipp� \ .Wit:�TR� QI�NE • / woods Z W C IV * 11&.., / / , ilt..11141-047,1111 ilri 0 ' 111.. ‘ 1 y cr -'68.19:44•P".6" i -.... ._ . „to 4, af,,,,..,yip A, 1► • ih. :,�.-,.��.J� �0_N _ ' �'•� G \I �� l� ° I..... �� I� �Y��I w•/P ® �U 1 SITE 8 ; w\ w.o• 4 p Z�/.i42!. Q b ��I!'r'� DOD ® - 9 CAL LATE L'V'.I �� l / .� //L G gL��{yyy£b ye./ t I RIPRAP - Y'\ 52 "� 00��` a• \®l `'� � 1 \�� I �Y/��' TAT n �, 9- 1 SEE DETAIL TA 5 3 S_ ` ��3"ff•' y O GEO7EXTILE/' * 1f F SPECIAL V'DI} '.g; ELM:` '., ;i�' ,D HO M.' •.BITAT FOR HIP,,,,..: 0 • HO ARD `� -o �� ( '� 11 ��.IL -i0 5 C1fE�©� �kjy�� SEE OE I ,N , o, �°SC'•:. ' • :{� \ iriliiikilik 3— (4/ 'V'7 � P,. ,,,, tki,„ D ` % ' ��,� EST�2 OSY -� ./*VIIVm fie.- 140# xi h I EODE R I� J.- •I. t.-w '-•.-. R. !1•L`.¢ k��.. sss � , NN CB riQ/� � wou _ E T�� g.Av p .„7,f,ti� � AL •°NSON I'� N a r W v s \ / �� p�P C I lerq! rcp� ....., Cto y' �. J C m Cr PECIL LATE. V4 t 1 ,g, i 3 y C \09 WILL AM AR 3' 7A. y' `Ilb r r CB LONNIE L TLE '�s , �zN EEL DE AIL�NA .F 1 t .,,/ '%7" w9 �s ' i, unO � REMO E JOH NY,J.-EDD E�41.OY GF O 99£ \ EXIT N ♦ �� - $ w T,,r \ J NNY RED.C •m �a9, `�y e �' •^•/ ��7 J HN A VIN HIL O1 AgF Op\ N o -- i� ; � �. \� GgEN e�' ,^/ �' �` ��k ��SE m d 1223 Jones Franklin Rd. �� o4'/ FOR -L- PROFILE,SEE SHEET NOS.74 & 75 S ETHERILL Raleigh,N.C.27606 3 L E IN EERI NG Ucense No.F-0377 w DENOTES EXCAVATION `el )N FOR -Y4- PROFILE,SEE SHEET NO.105 y Fax: 91985181107 co ///// IN WETLAND //� DENOTES IMPACTS IN FOR -Y4A- PROFILE,SEE SHEET NO.105 Wt➢ TRANSPORTATION PIANNINWOESIGN-BRIDGE/STRUCTURE OE9GN SURFACE WATER \ FOR -Y4B- PROFILE,SEE SHEET NO.106 w CIVIL/SITE DESIGN-Grs/Gn-CONSTRUCTION OBSERVATION W i FOR -YSA- PROFILE,SEE SHEET NO.106 RK,k/( i DENOTES FILL IN / DENOTES TEMPORARY FOR -Y4-,-Y4A-,-Y4B- & -YSA- DETAILS,SEE SHEET 2E-2 384 wms `GLI WETLAND /' \ P:(919)878-9560 / //� IMPACTS IN SURFACE WATER ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH FORD CH DETA LS, 8601 Six Forks Road,FoiurntSude 700 N� 10-FOOT RADII UNLESS OTHERWISE NOTED Raleigh,North Carolina2761ss960 o�o * SEE SHEETS 2D-1 THRU 2D-6\ NC License No.F.0112 DENOTES MECHANIZED FOR -L- USE RADIUS TYPE DRIVE TURNOUT - * $ \ \ gnaws Construction Managers Planners Scientists :_ q * r * * CLEARING MATCH EXISTING DRIVE TYPE UNLESS <x}\ X X PAVEMENT REMOVAL J.Ors -....cc�� OTHERWISE NOTED N N.\ \ \ \ Responsive People I Creative Solutions ,O 0 5 10 PROD.REFERENCE NO. SHEET NO. N `-1 1177 R-5709 Si X-15 IIIIIIIIIiIIIIIIIIIiHIIIIIIHHIIIIIIHHII I IIIII11IIIIIIII��IIIIIIII11lII1III1��lIIIIIII�1IIIIIIII11lIIIIIIII�IIIIIIII11IIIIIIIIO�IIIIIIIII�IIIIIIIII�IIIIIIII��IIIIIIII�11111III1�lIIIIIII��IIIIIIII1�lIIIIII Mill l00 110 120 130 140 150 ............••••••••••••i••••••••••••••••• h •11111111111111111111111117111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 llill 1 ::::::::::I PERMIT D RAW I N G . 1��111�A �lui 1 ..�I :u��r ' '' II IIIIIIIIII�IIIIIIIIIIII�I�� lIIIIIIIIIII1I1111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIl��I!'IIIIIIIIIIII�IIIIIIIIIII I ill SHEET 17 OF 6 0 : 360 IIiiil IIIIIII IIIIIII IIiiiIiiIIIIIIIII11-i1�!llli:��iiiiiiiiiiiliic IC::11:::1l11��11111111�11i111111111111111111IIIIIIIIIIiiii 111111iiim1111111_I11Iee._.__ __ __ WIII I III __ I___I __ !!1 -IlHiiiiiiilllllliiilllll I!!! !: i11I1ii11111111111111111111111111111111111111111111111111111iii111 I! 11!!! 11 IIIliillifiiillllliiiiillll111iiIIIIIIIIIIIIIIIIIIIIIl1111111111111111111111111111111111 II i - - - - �� :I ' ■ . •� I: - IlI�JII ll_!l! 11''°"'°- ' : !. --1!"1'"' -- - ... - 350 0 iii ! ' GLIS�I 11 I: :I� . _ .. I:II:11:11111 c � JOOH 1 il 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111+IIIII ■■�„IIIIII r `Y:ya`,I 1 IIIIIIIIIIIIIII11111111111111111IIII:11111111111111111IIIIII:111111111111111111111111111111111111111111111111111111111111111111111111111111: 111111 :1��._,.Ir,. • munnununnnu.■. -emu`' ■ ■nn ■ ■ ■ ■ n■ ■ ■ ■ 360 II II :::::1:::::1•••••••••••••••r�r��i.■.■■■■.■...■■■..■■.. ■.■■...■.■■■■■..■■.■■■■■■.•��EI�::111111:::1111:11111111IIIIIIIIIIIIII11111111111111111111111111111111:::::::::::::::::::::::::::::::::::::::::::::::::1 IIIII 1111111111111111111111111111111 II 11 _ i.►.11_ - -''-"'•`_° •••••••••'•• •••••• I I 1. � A11.... u l[I ea = ==iiGi==.G==.oeaee- nnnnnnnnnn n.o,rni ...�=e�.e==. - _ :--. -- ===•°__ - III11IIIII11I111IIII11111II11111111III1111I111III --°e 3-50 ::::::::::::::::::::::::::::::::::::::111111111111:::1111111::::::::::::::::::::1111111Illigiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii � ■�� ■�■��■�IIIIIIIIIIIIIIIII IIIIIIIIIY 1111111111111111111111111111111111111111111111111��1��IIIIIIIIiuiuuiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,!1IIIII11 11111111111111111111111111111111111111 340 : 11111111111111111 1111:1111 .' 111111111111111111111111111111111111111111111111IIIIII111111111111111111IIIIIIIIII111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111 111 111111111 it 111111111111111 1:::::::::::::::11111: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::1 111111111111111111111111 �11111111111� IIIIIIIIIIIIIIIIIIII I 1111111111111111111111111111IIIII1111111111111111111111111111111 11 1 II I IIIII IIIII I IIIIII. ��I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIL..IIIIIIIIIIIIII IIIiIIIllllllllllllllll IIIIIIIIIIIIIIIL.■;;; ....1......1.11....11.... . . .. . .... . ..... . WET . , . IIIIrii�HIII::::::binnui111111111111I!'! !"!!IIIIIIIIIIIIIIIIIIII!IIIII.x ;; NDS 360 Ilil,Ylll I IIIIYlI, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII::::::::::::::::::::::::: : •1 -------- —--del • -7Y1:� - IIIIIIIIIIIIIIIIIIIIIIII ::::::::::::::: - IP••••" ■■■■■■■■■■■■■■■■■■■■■ iii i %yes ' I no ' ariii:fl.1■1 111111111111111111111111111111111111111 ininiiiiimitiminimin ....cr1'° IIII 111111111 ■n■■■nn■■■■■■nn■■■nn■■■■ moo• • • •• "°• 1111111111111111111 IIII . ■■ . ■ ■■■. :::::I:::::::::::::::::::II:::: - :11111111111111111111111 IIIIII.■ ■■■..■ ■ ■..■ 11 ::IIII :::::::::::::::::::::: IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 .... 11111111111111111111111111111111111111111111 �� IIIIIII 1111:1111111111111 I III II'IIII�I�IIIIIIIIIIIIIIIIII• ■••••••■■■■ " IIII�III��III��I�I�I��I��IIIII��IIIIIIIIIIIIIII::::::::::MIII:::::1111111111111IIIIIIIIIIIIIIIIIIIIIIIII 111EIN11111111111111111111111111111111111111111111111111111111M111111111111111111111111�s 911111111111111111111111111111111r•11111111111111111111111111111111111111111111m:::;: ■■■■::::::■■■ •• 3 • ::::::••••••::::::::::::: 1.1 III:IiI11111111111111111111111111111111111111111111111111111111111111111 ' �I11111111111IIII:111111111111111111111111111111111111111111111 1■■■■i■111■1i■■i■1 I�■ ii ■liii■11■■■i■11■1■■■»■1■. ■■■■ :::::I::I::::::I::::::I::I:::I:I1:::::::::1l1:!!l1111111:::II111:C��E �:::: "'IIIIIIAI:111:::1111111111111111111111C1.!� n..a...- :111n;11111111111111111111111111111111111111lI '• ■■■■■■ ■■ ., l�ee!I!!!IM111III1III:11:::IIIIIIII::i:::II::::::::::11I111I11111__ �.1...��.11.. - -- - -- n.■.II: :■! :■•_!.. m.pnn .. '■--a.....=.a�__■._�_ ��'•,■r•: I - - ■ -aeiin:nnnnnnnnnnn...................... ' '_ !__ _ illllli li111 IIIIIIII IIIII IIII�� II IIIIII II IIIIII IIIIIIII I IIII IIIIII IIIIIIII-Illli "I IIIIII IIIIIIIII III IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IiIIiI�Nlllllll :: I■IP1'!■II■■■■■I!■■■■■Ii■I■■■■■■I■■I■■•••■I■■■••• ■I■I■■ ■I■■■■■■■I■■■■■■ ■II■■■ ■II■I■■�■�■I■■■■•••�■I■■■I��■■■■■■■I IL •' ! IIIII]IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ..i i IYL'II�YI:F. - .'. 11 II • 'll I a II II,�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIII��I�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIII IIII I I IIIIIII 1 I III I IIII I I III IIII I I II i II J IIIII I III I I III I IIIII II 1i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EIIII::IIII:1:1:1:::::::::::::1:�___11:::1:IIII,,,,,Il2�r.�I..1_______ ____________ __ _ ___ __ ___ _ _ __ __■■11_I__-- =1_■ ' I•II 11 I I I» II I III ' III Il l IIII II II II ' III I�__ -- - ... .. ._ �... .- -- _-- 1�1� r 111 1 1 II 1 1 11111111111111111111 IIII 1 1 11 1 11 J IIIII 1 111_I �111 ��IIIII 1 1� III n. • - 11 n- .•_.:■■IG■.iinl:..i E::i 11 I - ° °■. • I ��I11111111111111111111111111111111 �III11111111'1 ,'1 III III II � III II 111 111� •• •I :�!1 �� : :: III IIIIIIIIIIIIIIIIIIIII111!!!II!1::Iliiii11111111111111111111i111 IIII___IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _ 1., 111111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIII11111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111111111I11ii1:11::11Cii111111111111111111111111111111111111111 i!' 0111,10101011001010010100100010 340 .■■. mil - 11111 360 E IIII::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: • II ::II::::::::::1::::::1::::::1::1: � WETIP.NDS nl. II I ` -------•■uoini ililiM1111111111111111111111111111111111111111111111111111111111111111111111111111Il.■:11ii1111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ` 1111111111111111111111111111111:'-e: ----- ,-11______________________________________________________________________ �-- '' :I ' w, IIII R%1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII:IIIIII:111161111111IMINIIIIIIIIIIIiiil:::::::::::::::::::::::Ilia::::!IIIIII:11111111111111IIII:::111111111!!11111111IIII_:IIII:111111111111i111_11111111111111111111111111111111111ill11111111111111IIIII::111:1i11111111111111111111111111M1 w _ _ 9,81111111111111111111111111111111111111111111111111111111111111111111111111!lIII:MIlii i11i11111111111111111111111111IIIII�I1111iiii111111ii11111iii SUG IC::1l1!111lIliilliilll11111I111111111111IIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIII 11111111111III III - - r; i ' II r, iiii ' y 1 c o. 1' 340 o7 , � II II II II 0 100 90 80 I 1 1 1 cl rl 11 1 rl �1 1 11111111 1 n.I n 1 II a 50 0 5 10 PROD.REFERENCESi NO. SHEET NO. el ,JDN R-5767 IIIIIIIIKiillllllliid11111110M111111Hd1111111i11'1111111111'NIIIIIIIN81I:IIIIII 1I::III:aN111111billi illia111111hill111116111111111 11111111d111111111'III::IIIIYii11111111iN1111116111111111r 11111111iri11111111.N1111111 11111111N111111:H . 100 110 120 iiiiIiiiiiii � "Iiiiiii"'I""I 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111! 11111111111111111111111111111111111111111111111111111111111 II!lI I!I!III!I!!!IIIIIII!!IIIIIIIII!!!!!II!!!III !!III!!!IIIIII!!IIIIIIII!IIIIII!!III!!!!III! ;C. ►,, ,v;i Iu: r.. I11IIIPERM • , _.• :•.■I ..• ■1111111111111II111111111111111111111111111111111IIIIIIIISHE11[""..' `:;::::::;, 1! miiiiiiiiiiiimmiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii IIIli19II11I1III1II1III1III1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11I1111I1II1III11iiiiiiIIII11I11111iiiiii111111iiii WETLAND !!!1!!!!!!11l111!!11!!l111111111111111111111111111111111!!!!!!!!!!!!!!!!!!!!!!!!!!!!1!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l111!!!!!!!!!!! 1!!!!!iiiiii!l111 ■■■■■■■■■■■■■■■■■■■■■■ lIZEMMEMENNEMMEMMENNNMENNEWEEMMENNEMMEMMEMENN ii*-T. - :hull 0.020 I.: . = 3:1 . - - -- ••==■e_: ri 441 11 ■■■■■■■■■■■■■■■■■■■■...■■■■■■■■■..■■■■■■■■■■■■ 11 31 II — — "'•''"' ■■■•■ 1 ' -_. = --- " 362.49 .... 1111111111111111111111111111111111111■■■■11111111111111111111111111111111111111111111111111111111111u111f1111111111 i'PlA••' -- ••••••••••••••••• E •••••••• 1111111111111111111111111111111111111111111 1111111111111111111111111111111111111 11111111111111111: ••••••� .. ...... . ....... .............. ■. ■....... . . 12 + 00.00 111111111111111111111 ■■■■■■■■■■•••■■■II 1111111111111111111111111111111 1!!1!11111111111111111111111111111111111111111111111 i••i••••••i•iii•••••••i••••••••••••••»•ii•••••••i•0»•ii� ••••�•• 1111 .■.>~I/ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11,■■• 111111111111111111111111111111111111111111111111:::11111111111111111111111111111111111111111111111 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1111111111111111111111111111111111111111111 111I1111111111111111111111111111111111111111 '•••••........................••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1111111111111111111111111111111111111111111..... 1•••••••••••••••••••••••••••••••••• ....II1111 1111111111111111111111111111111111111111111111::::::■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 111111111111111111111111111111111111 1 IIIIuIIIIlIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIlIIIIIIIIIiiiiii■■■. IIIlIullIIllIIIIIlllIllIIIIIllllIllIllIIIIIIulIlllII I :::::::::■��■■■��■��■■��■��■��■■��■��■■r■ 11111111111111111�111111�11��1111111111 " 111111111111111111111111111111111111111111111111111111111111111 IIIIII;l;��!!!!!!l1I��!!!!!!!!lI��I��111111i11111111111111111!!!!1 1!!!!!!!!!I•••••••• 111111111111111111111111■■■■■■■■■!!!!!!!!11!lIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ... ,.,; ......................................... IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■■■■■■■■ !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l1111!lIIIIIIIIIIIII11I11111111 I:,... ■..1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I1111111111111111111111111111111111111111111111111111111111111I ::::::::::::■■■■■■■■■::::::::::::::::::■■■::::::::::::::::::■■:: ii::: nm�ncr.L�l� �1W�A _ ___ __ I cm Ia. s=■_o■=__ lil W II■II _ - 11/■■■ ■ II■II _ ■ 0.02: u nILNI II I ■ci, III _ac:ai ■■ _ ■CCC■e-. ■■■i m =-= 361.90 1 - -ca5:: - ". nnnnnnnnnnnnnunnnnnnn■ 1111111 4 4nnn nn n nnn n n 11 +.I0' • •••11111111111111111111111111 ::::::.:::::::::::::::::::::::::::::::::::: nun :� nm "n"u"d "n"o"o"nnd111111111111111 1111111111IIIIIlhln I: dII■III■II ::1:11n■d::■■■■■■I ■d■ .......1:11:■■..... ..:......... .,•nn•••,••nn'n■ ■ nn'nnn'n 'nlllnn111 ! ■ ■■■ ::■ 11111111111111111111 In;II;;II;■;IIII■InI■;; !!!! u ■■■:::■■■■■■■■■■. ■ ::■■■■■■:■ ■:■■■■■■::'::::■■:■ I I ■■■■■::■■■::■■■■::::■:: CC■■■■■■..■■;;■ I 1IIIIIIIIIIIIIIIIIIIIIIIII ......... I I 11111111111111111111111111111111111111111111111111 •••••••••••••• 1 1 1111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiil::rn: ��nn••n••••••n11111111111 •�;;;;:::::::::::CCC::::::::::::CCC::::::::::::::::::::::::::::!!!! IIII !!!!! :�C��::!!!!!■JJ■LL.■■■ :::::::::::::::::::::::: �»�CD�I�IIIIIIIIII 1 ■d�■��■ ■nmd�■��■■■■■n`nnnnnnd�■��■■■d��■��■��■■■■■■Wn��■■■■d�■�W�u�mn`I■IIInnn■Fnnnnnnni4iiinn■i4ii4iii■■■ni■■■■ui■■■■■i4iuiui■■■■■■4iiii■■ ■■■■■■■I4III4■■■■■■I■I4I a::! Illii'P111111111111111111111111111111111111111111I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■.■■.■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1iIWf1111 ' 111111111111111111111111111111111111111111111111111111111111111■■ .11■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ....■...■■.:111111111111111111111111111111111111111111111111111111111111111111 ....■.....■.........■....■■....■...■■.....■.■■.■....■.■...■....................................■■ 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■111111111111111111111111111111 11!!¢yMlII1111111 �!� !!!!!!! IIIIIIIIIIIII ! 1!!!!!!!!!!!!!!!!!!!!!!!!!!11 • •••• IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'liLfllll 1!l1111!!!!!!!!!!I!!!II!!!!!!!U!!!!!!!!!!!!! :::: 11111000UUUUUUU1!!!!!1!!l111 !!!!!!!!!!!!!l111111111111111111111111111111 - - _ 111111111111111111111111111111111111111111111!!1111111111111111111111111111!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l11111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ . L..e- ■rr er ter.._ _ n � - __'■--.■e.■■.-_ r ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ llmw..l.ww =Ca�c. .. .- ■■n■ nnnn:nnn■nnnnnnnnnnnn■■nnnnnnnn■norm■nnnnnnn■■■■■■■■■■■■■■■■■■■■■■■■■e»�■■■ 1!lliiiiiii!!!!!!1!!lII1IIIII!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!.� _.=■CCC ■..... -- ■...■■ . . 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iifl!!1 ■■��■��■■�■��■■�■� ■■��■��■■��■��■��■��'•� 11IIIIIIIIII11111111 n nnn 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ■■II■I•I•"•I•••••N UUI...... •••IU■■■■■■■■■■I�■IIII••••IIIHH.l. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII;!!!!!l;;l;;;11111111111,■■::a.: ■ ■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■ ■_.. ■■■■■■■■■■■■■■■■■■■■ 111111111111111111111111 r IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 �I ::: J 1111111111111111111111111 !!!!!!!!!!!!!!!!!!!!!.!!!!I!!I�1IIIIII11I11III1IIIIIIIIII111I"""11IIII111III1;1111I1I11111IlIlIlIl11111111111IlIlIIIIIlIlI11111111111111'111111111111111111111111111'I11111111111'11'II LO II CO II � I .I 1 III .. ••• ••• •• •.., -- - -- - ••• ••• ••• �� 1111 111111111111111111111111111111111111111111111111111111111111 11111111111111111 11__I!__I!_..Ir..l11..1■::.i■.ii.�ilI111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 I I III III I II II III — — — — — — — ::iiiiiliiil1111ll!!!!!!!!l1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I!Illl III�� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII��IIII�III�IIIIIII�I�h�III��II��... III�IIII11111111111 :::::�:::::�::: ::::::1: :::::::1 :::�::::::c:�:�::::::�:�:::::�:::� ::::::::�:::�::::�::�::�::::::�::�::::::�:�:�:::::::: :�: E1 0 ± 5 1�:1!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1 Lii H- 6 LU w Oy „O �O _Y4 _ II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII r, �e■o 30 20 10 0 10 20 30 `O 0 5 10 PROJ.REFERENCE NO. SHEET NO. M IliIiilild R-5709 S1 X-168 N ® 1° III"' 10 20 150 40 :0 120 10 100 9C BC TO GO 50 40 30 ►i . . sa i.... 1111 • • • ' S • . ` . - 1111 II I I 11111 II III '��7 ir'��MIIII 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 iiiiiiii;;;;;;;; 1111111111 �� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIW1111111111111111�� 11111111111 ••••II "I■■■■■■■■-■■E iimininimmila ��,p.n� 111 ■:■11:■■■■■:■■11■■■ ■■■■ ...WETLANDS iMM 370 pp WETLANDS, 370 0.020 0.007 — — WI 3F0 _ - - - 3 - - - - �_.%- 360 -- - - -- - - - - - 361.63 14 + 0.00 .... 111, 350 .. 350 ■■■ ■■ ■■■■■■■■■■■ ■■ ■■ ■■■ ■■■■■■■■■ ■■ ■■■■ 370 I • •••• 370 0.020 0 A20 360 — — — , _ T — — -- — — 363.48 .■■■:` `_ - - — — — — — 360 13 + 50.00 iii 350350 350 •11111111111 11111111111111111111111111111111111111111111111111111111111111I11111111111 - ■ 1111111111111111111111111111111111111111111111111 111- • moo370 ■ • 370 0.020 0.02011 ■ 360 — — — 365.27 360 — 13 + 00.00 H-I 750 350 •• •• ••••• •••• •••• 111111111 11111111111 EE! ... ••• !.. IIIIIIIIIIIII IIIIIIIIIIIIIII 11111-■ 1111111 • —111 11111 111 380 • •••• •••• 380 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ■11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 7.. 370 -- - ---- �� - - � 370 3IIIIIIIIIIIIIIIIIiIII11111 0 it 11 � - - - - - � . - _ 1I I .I WI TO . 3F — — 3 60 • Eo 1 I 1511 111 I I I w '50 1 350c0 I 1- i' c w .p o.m _Y4 _ NL, IDS ,�N 150 140 130 120 110 100 9C BC 70 60 50 40 30 20 10 0 10 20— 30 40 50 60 7C 90 90 "00 110 120 130 140 150 PROJ.REFERENCE NO. SnET SITE 8 PERMIT DRAWING -L- STA. 34 + 62 SHEET 20 OF 60 355 GLI 3 :1 (skewed 88.4*) EXISTING ROAD AY _7 350 /S / I � I � I , 1 66" RCP-IV (BURIED 1 ') '''_-/ 1`l , � --- --- -1 V (length = 1521 ' , 345 NWS=344.9' PROPOSED ELEVATION =345.20' F' 12- '�% NATURAL GROUND J 340 PROPOSED ELEVATION =341.85' -100 CL 100 N 30 O„QI MM PROJECT REFERENCE NO. SHEET NO. CURB + GUTTER LOCATIONS I R 5709 /5 DESCRIPTION ALN STATION STATION LOC PERMIT DRAWING * * F DENOTES MECHANIZED* co SHEET 21 OF 60 CLEARING I �000 DENOTES FILL IN WETLAND ROADWAYRN DSIGNEETNO. HYDRAULICS /'-6"C+G -L- 155+0461 /60+296/ MEDIAN I ENGINEER ENGINEER /'-6"C+G -L- /6/+/8.55 /63+93.98 MED.LT - I'-6"C+G -L- 161+18.55 /63+93.98 MED.RT SBG -L- /65+23.9/ /69+57J0 RT 'co' o 0o \ Q GLI INCOMPLETE N T USE o�Tw PACQUISITION — GRAPHIC SCALE I \\\9O 8 > I \ ' \ L / DOCUMENT NOT CONSIDERED FINAL \U UNLESS ALL SIGNATURES COMPLETED \ CD \ w DONAL A E.ND GILLIS r — I �� .� '�' CHARLES R.GILLIS \ + + \ I , , + 1}6a N wo W W \I + + 1 t \\ ` \' THE NATURE CONSERVA�NC1 U * /� z �aPPRoxIMATE cRavE LocaTloN� 1 \ �' NATION O. RETAIL o ® \MAYBE MORE ARAVEs IN THIS\ 1 \' PROPS•ITIES,LP • aREa THAT ARE UNMARKED \ \ , CHARLES R.GILLIS - ++ SEEBERM ETOAID6 • \1 4? RIsrE4Y-`.•:78' AND WIFE. - pQE __—I_ CEMETERY 1\\\ �,y LINDA GILLIS • } k, • .4 , l'i T I PUEI�I I ' DOE / �- \__,,,„, .. �a / 7 \GR I -a ,,, \ 'Y T ��5 x BERM DITCH • • , p \ '^ la_, ....,_ O E �QR BERM DITCH ISEEDETIJL '/ / , R-G\ R / i0 G PROP PUE _PFUFy ' . ©,- SEE DETAIL CB EIP41, Rape olx P. T -.�_� s P orx POW TEL a OATS LINE N6lHixDYTCidL s vat,"I O O S' L CU D�1 - 1► It. EL��`Er / ��u„ Q'SEE TYPICAL A O O l t1Zz _ > BDO` • O1C woods zGl-A 30^ \+ '' �� - `�zGl-A 30" I N 36°56'57.2"E I� imi •r W r .42' MIL,. w �-_� REMOVE_ .� r QI— ,r i - .. - 7•'_T T wit P'�-. . - .�- - - 1� RCP i_ Q H W - g W-- - - .. ._ — 1/ I—W v)w ;I_5°sS ;§°E € -L- +' S138°03'02.8°E v)LJ I N —. KS-———————————— T�e--v—�T ——- as—— -T —T so T I ———= w,�� Poo PR Cl' T - -f = — —_ — - _ I W NC 1211 R4CF.'O RDRD 42'OTT - -- - I W LU Z v)..PR WOODS - REM.i' 7 TT T 50 PR o — �� y� --~—— W N —1YID1J• 12•RCP fl a,•` 2 oRCP .. - 7 ,31 - ' WOODS �� T — i £° t S� \ I \ Bj� L _ 'VI �[� �r — '� B a CHLe/ 'I, 1 -a. E I: la = V h 11 , • ,sa�� ,. sir, G — 4 essm-7�iww \--' -T—_F V ® y� `'/ E - a �a�" ji B' I-- \ CHURCH 0/I:F'JC�_��'�� \ 7, , Q ��'�IKI.PUE I� P. - PUE P E - PUE-o I �� _�� I ' 1 r --l° D p uJ } M. RUINS iwoods 11 \I111 I ,%.9 Bost;, Of11 GA �' - �:r 10 al M /�I 1 sFD I RUINS I 0 L--J \ I128 ---y 'E r,:,,: ;p ,'_�pU 'q I I * ISET _-/ _ --� I w/LT 0 1 /L eL f �I X T.I -' SPECIAL CUT DITCH I \, L�,� / �' o ISFD �. 1 J - _ SEE DETAIL A LLI a eR _ I O{y o O - I E CUT DITCH INTO �E I — \ HOLLI CH I .AI„,/ 'E EL B2 T. L1 t{h' XISTING SW_LE 0 / "` pp �!i, 1 CD?, ,kit• ® 1 ©, ® 0 / e' ST.b q10€0 7 fsa cry� x ®4 ANNIE LOIS MALLOY } r - ® ® STEVEN TODD ROCKWELL �'I SITE 9 W� LJ I MARGARETr� - !�� PERRY To • : ALLEN LELA McNAIR BRENDA AHRNDT WIFE, ' '.1' / 1 7{'91 ® ® MORRISONjiii � \ �, yi n C 6. • WOODS I a ELIZABET OOD JOHN W.MCMILLAN F • I II * <a AND WIFE, L-IVY J.HINT\0 _ r \ -o w. JANIE MCMILLAN WAND IFE, N, 4 * * \) s x x �' S 1 G R/VV 2 - • THY 'HINT�, • I P \ yi yi //\ ® I a. sFD PUE/ w \ m T ~ o r s ..x.- > x X. -. x. -. x x - -. - - , �� // CARO YN McNAIR,ET ALS m �l� o� ._ CABLES� �. ��. c\r i rn ROTE IbIN � �:,, ' z . CD STRBAR,LLC ETAIL GA ®; ;,,,.r __L__ m ,•• A �, —defil flVit1 4 1 ai E 1 — ••••••••., 3Ept , �i=/� \ FOR DITCH DETAILS, L �I SEE SHEETS 2D-1 THRU 2D-6 1223 Jones Franklin Rd. I * PROPOSED SIGNAL ETHERILL Raleigh,N.C.27606 ENGINEERING License No.F-0377 W , . , !ag• Bus: 919 851 8077 E �� Fax: 919 851 8107 PAVEMENT REMOVAL TRANSPORTATION PUNNINWDESIGN-BRIDGE/STRUCTURE DESIGN 1 .0 W 30 pCLE55 EASEMENT CMy9TE DEIGN-GISIGPS-CONSTRUCTION OBSERVATION i Ds,,,,PG,3z x 30®' FOR -L- PROFILE,SEE SHEET NO.79 Midi — GRAPHIC SCO L/ B FOR -DR2A- PROFILE,SEE SHEET NO.121 P,Igiels7asssg t AL BACK OF ® ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,Forks arod,F2761 l,0960700 ' ABERDEEN RI KFISH RAILROAD Raleigh,North Carolina 2761S39fi0 omo URB CUT DITCH E$ 10-FOOT RADII UNLESS OTHERWISE NOTED NC License No.F•01I2 E DETAILConstruction\�C : Engineers l Construction Managers l Planners l Scientists 2,c MATCH EXISTING DRIVE TYPE UNLESS www.r1Q.com OTHERWISE NOTED� Responsive People Creative Solutions Cr C - / I / / \ \ / PROJECT REFERENCE NO. SHEET NO. CURB + GUTTER LOCATIONS PERMIT DRAWING r DENOTES MECHANIZED //// DENOTES FILL IN R M SHEET /5 co DESCRIPTION ALN STATION STATION LDI SHEET 2 2 O F 6O * * . CLEARING F F / WETLAND ROADWAY PM SIGN NO. HYDRAULICS r r w l'-6°C+G -L- /55+04.61 160+29.61 MEDIAN ENGINEER ENGINEER /'-6'C+G -L- 16/+18.55 /63+93.98 MED.LT l'-6"C+G -L- 16/+18.55 /63+93.98 MED.RT o0 0 IOU SBG -L- 165+23.9/ 169+57J0 RT •• •••••••• Q GLI IDOO NOT UUS�ORR1EW ACQUISITION`SI A IILGRAPHIC SCALE IM '9 _ _____-A/' A 12, 9x f x 896 �I _Ag, / `e9 ^ \ � DOCUMENT NOT CONSIDERED FINAL % a 96 \ /3-/ UNLESS ALL SIGNATURES COMPLETED � A t s � � \ Nei/ p 446q 1 ss .INALD E.GILL J � z I ktI ARLES I eILLI \ 996 aS w w p6 + yJ , Q •t� 5\'�(�NC. ` /,..-*- -- It T x ��6 • lifAPPRO IMATE GRAVE OCATI:'NS \ \ �, ATION; 4).„)11%," 1 M E MO.' GRAV:S IN TH" \ 01 AOP •REA T ARE AMARKED ��'. f� I CHARLES 'A <J a }} ERM .IT.H • 1\ \ , n 6� ;1 •s ...78' AND WIT ` r hPSEE AI DB \ \ k!•' q62 L /A CILLIli 65 .It CEM Rv 1\\ \ aI * ,yIII ". tit \ � till �I 4. \ P ,I / 4. �1 I , 11 yj 1 A,1/4‘,41L, GR dill, 1114111*64$1. ---11"..I.Ord.4,gefrl / -t.-,•-•.--vw-r-,__.4.7 .,,,„„="48 ,..._..1 ,,,,, \ i . SEE DETAIL CB !� o,'ni �� ore Ifilintrit%X .: !Ilk P ti BDO i r1. 30', A '� 2.2:41r —lbw' ► I�R :111611Perrirfillill7----"IP"-""iirnmq--77---4—:" O \,:�— >L__ C ' W00i a ' IIt11��,I i' �O75" WOOD: _. FS ,�� 'j,, ' ,,7 =' 1��.� T tr) -, Air 2 :A . .. .4* !!!!!!!!!!!!!!!!!!!!Pir W____ RAFF.1T67Ro 42 Bsr I woo f:'— �. _ ,- ' (il Now 4270,k? 0 VJ I''' M' �A \di ��,,, Ins rgh-- - 7 — ak: A ar �I "-lpu'a:31 �_ �_ �_ 1�., . [o�� -.� Q i �� '1 a �� .d11. dal,. ivr I w .. i � =.�� _ _1- C ��1. I I P - PWE Y 'I L "0.2 V ;111r 5 91 '. ' IA L.��1•0:'�__i /� �j�<,.ti.PUE �. _ -I ii Rums WssDSAle TOE PROT �zfi� -44r �•.idwit/' O M ��I� IRDINS I .II 1 1_ do4-4441-,-",_, ,,ct. P ' � IIT � W/LIN froI4 � .� / oI\ SP - CUT. fi,---,,,,,,4" ISFD0 0 - — .:— -- E CUT DITCH INTOQ D AIL - e(R;l) RA dil �1* W Qh IXISTING SW E �. I •',.y -IH Ala S +'�1! x11107‘C? '©4 �+ ll `�,�t �� ® ST EN TRO W ! �Iipl:/) SITE 9jr, WJ r 6l is77�aLJ iii � �i� I MAR"ARC ANNI . MALLOY - 3[1 , ill..... Nk D R I'RRY } �, 5 C3 illL E8�1 BRE,IAH• D '0 )`• l:-� raj 01 kil. __ D** IRRISON � i1/4 'N :. • 4AsfI 10 o *19woods !.iLIZ1fNi Ills e F �0 x �� 37i' J.HINTVO° V ')14111‘11k41--. "*." \‘ ' 4.,*- IN% Er 1 •IFE �` \ In t* IffT 11111111111.1 i. i'I y 19 .. 11. 459 11 .1i -•�\ .61 , V: vy 6Fx b£6 936 q a _ y� '79 ® \ IIIIN\.\\.:: '26 w a A3 1� gJxcx ao- 1 7O s / 2x a •G AR,LLC x m ae 11 b 43z q�3s FOR DITCH DETAILS, E a dx _431 q33 3q SEE SHEETS 2D-1 THRU 2D-6 ems. x v - 1223 Janes Franklin Rd. C 429 * PROPOSED SIGNAL o ENGINEERINGT ILL Raleigh,N.C.27606 /� License No.F-0377 W , mN Fax: M 861 V07 CO 11111111" PI Ste 12+14.47 �< PAVEMENT REMOVAL \ TMNSPJRTATION PLANNING/DESIGN-BRIDGE/STRUCTURE DESIGN efb -- CIVIL/SITE DESIGN-GIS/GPS-CONSTRUCTION OBSERVATION NENT / p = 70 54'49.7"fRTI a o'De 413T cc r3z p541 a D = //4 35'296° FOR -L- PROFILE,SEE SHEET NO.79 �� 455 456 —�� N A L = 6/.88' FOR -DR2A- PROFILE,SEE SHEET NO.121 ■`1_ h 5C> P:(919)878-9560 •0, 4Sq T = 35.61' 8601 Six Forks Road,Forum 1,Suae 700 'r A :6,CK OF P a~ 44aALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,Nodh Carolina 27615.3960 ABERDEE RI KFISH RAILROAD R = 50.00' om„ CUT TCH10-FOOT RADII UNLESS OTHERWISE NOTED NC License No.F.0112 -0 C M Engineers I ConsWcBon Managers I Planners'Scientists N=0 yv �/ MATCH EXISTING DRIVE TYPE UNLESS wwK.rk.gym N _ :E DETAIL /� QCC� `% I \ I I l // - OTHERWISE NOTED `O IIIII 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 5 10 PROJ.REFERENCE NO. SHEET NO. N S 177177H R-5709 S1 X-79 iffiffillidEIMMINI111111111111111111111111111111111 I 1�; 40 30 2G 10 0 10 20 30 50 60 6 90 100� 110 120 130 140 150 IIIIIIII111111111111111111i�i1111111111 111111111111111111111111111 _ 0.020 : '.020I I ii�l._,,1- .l 1....MEN - I : _ PERMIT D RAW I N G 11RTi7�r,111111111111111111111111111111111111111111111111111i11111� • ' 434.37 SHEET 23 OF 60 430 • m m - ___ _ Will 1111111111111111111111111111111111I!!:ailllllllllllll n■■iniiniiin:ini:nii:niiniioi■■n.r■ - - - - ,^ ease_= ■■. ■■ 11111111111111111111111111 425.731■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■lIlI11I11IIIIIlII11I11IIlII11111II11I111111111IIlIII . 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 _ 9 IIII!IIIIII!1111111111111i111111111111111111111111111iIIIIII!��mmini111111111i��mminiIIIIII!IIIIII!IIIIII!111111111i111111i111111111i111111! 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 tNGLI IIII�l111I1II11I11IIIIIIIIIIII11IlIIIII111IIIII1111IIIIIIlI11IIIlIIlI11II11IIIII11IIlIIlI111II1II11111II1II11111II11I11111II11II11111I11III1111I11 11 11 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 eiIIIIIIIII . II1Irr1111IIIIIIIIIII 4/0 :: ■'■ 11111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111!1!l111111IIIIII111 I.I 1111111_I_II-1111-I1111111-1111111111111111111111MM 11111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '..I_III�L�LI1_II i 1I1_UI --- I ___-__•••• "••,11Fe11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111P1 1101111111111111111111111111111111111111111111111111 --: i6 , 1.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ m. 1::::::::::::::::::::111111111111111111111111111111111111111 11111111111111R q„_ .! . ,.:,::::: ::::.:.: :::..:��::; - 430 11111111111111111111111111111e::211111111111111111111111i11i11111111111111111111111....G.=aCo==.___ __ __ ___ __ ___ ___ _ 11111111111111111111111111111111111111111'. III111111111111111111111111111111111111111111 11111111■■■■■1111111i11111i1111i::iii.i1!!!! 11111111111111111111111111111 IIIII 1iiiiiiiiiiiiiiiiiiilliiiiilliliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii IIIII IIIIII — — — — — — — — -hi or,. _ Iluuullluu►Illu► " ' _ IIIIII�I 1 — - 166 + 50.00 420 r 4/0 11111111111111111111111111111111111111 Tr" .. 1 �� ini11111111111111i�n�ni��mmini��mminiIIIIII!IIIIi111111111111i111111i111111i11i111111iIIIIIIi1111i1111111111i1111i1 1u,,IIIIi111111111111111I�11IIIIlIIII!�119111111111111111111.su��11111�111 IIIIIIIII 1111111111111111IIIIIlIII11IIIIIIIIII' .:II IIIII IIIII IIIIIIII IIIII I IIIIII IIII r :-- 9.l1..._ __.•-__-_ I!■■ II■■■ II■■■■■■i■II■■■i■II■I■■■ii■I■■n I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIUIE�ii!111111111111111111111111111111111111111111111111111111Iiii _ =-- _ 7 .M, .■■..■■■■■■■■■ - - ,IftV■,r _ _ -- 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 _ --ME... iG=° _ -- — _ . 0.024 2. 111111111111111111111111111111111111111 ---■Gi.o 9, IIII noon _---_ 1111111 111 1 111 1 1 IIII 1 IIIII 1 IIIII a24.s iiii IIIII��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II II II I II III iiiiililil " " ".." R " Illllliii::lllll.. ■■___.••• 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 i1 • 1 1 1 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� IIIIIIIIIIHhIIIlAIIIII IIIIIIIIIIIIIIIIIIIIHIIIIIIIIIIIiIiiIII 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIi21111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111IIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11III 11111111111111111111111inniIIIIIIl111IIIIII1111111111111111111111111111111IIII1111111111111111111111111111111IIII11111111111111111111111111111111IIII1111111111111111111111111111111IIIIII11111111111111111111111111IIIIII1111111111111111111111111111111 1 :1 IIIII•IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ' 11+23.82 El 111111111111111111111111111111111111111111`i /"1 .. - - ■.■■Llfll - _._- 1■ IIII■■ IIII■ IIII■■■■■ IIII■■ ■ IIII■■ n...... ..... ...... ■ ...... ..■■■■■■■■■■■■■ � - ..--- - - III. I■■■ II■■ 1I■■■■■ I■■■■■■1■II■■ I■■■ ■11■■■I■1■■■■■■II■I■■■d■11■. _ _ _,- v -- _ _ :._____-- - 111... _.___7C__=._=C.000 - Gd6-i6--4.-iC__ _CiGGiG.iiG.B.r.iGdo-iC== '. .I - �1�iii11111111111111111111111111111111111111111111111111111111111111111111A9E11111111111111111111111111111111111111111111111111111111nilliiil:::1MI I --1 -.M . !"""""""` ' .11 1 1 IIIII �11111 1 IIIIII 11 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111117Enn111111111111111111111111111111111111111111111111111111111111111111iiil —1e�r:�!��'�! Ili e1I11111111 11111I1;1111111111111111111111111111111111 1��1111111111111111�1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I1ifiiiii:IIIMIIIIIIiidi IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111thi11iiii� 11 i I!!!II1_l_II11111111111119III i 420 __II . 1 11 40 4/0 I 00010000000100000000001110001001000101011110100010101001110011001011001 1 IIII III 0-1440 Illllllllllllllllllllllllllllllllllllllllllllllll_1_ll!!!II!l1Il1I111111111111111111111111111111111111111111111111111111h1 ��1111111111111111111I�lIIIIIIII�IIIIllllllll_111111111�1�E1'�IIIIIIIIIIIIIIIIIIII,�IIIIIIIIIIIIIIIIIIIIIIIIIIIIII III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 440 111 IIIIIIIl1111111111111111111111111111111111111111111111111111111111112ET!!11!lS1L'11111111• a1in111111iii1111i1111111111111111111111111111111111111M11wl111111111111ii11111111111111111111111 iiii111��Iiiiii111111!l1111111111111111111111111111111111111111111111111111111111111111 0.012 F13#111111111111111111111111111111111111111111111111111111-1111AI IIII ___ __ ___ __ 11 _ p9.1nYr1 --- ETLANDS I • Illiiii1111111111111111111111111111111111iG..!lIIIIIIIIIIIIIIIIIi s� ... ..:�. E 1" .G=ae_ee pIIIIII .1.■■■■■■■■■■■■■■■■■■■■■■■ 1 1 I ._eleIIIIIIIIIIIIIiIl111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIeIIlII111IlIIlIII11I1I111III1111IIII111I11I11I11iiiiiiilEiMMI 1" """"" w 4 0 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111I111114111111111114!11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111Iz 11 1- Cr II 00 4/0 -0 0 N-0 Q � 1'II II 0 .0 1 1^; •I :1 I :1 I ...I 41 11 11 II 1 1I I I ..1 f1 a :I a i8 11 .8 .I II 0 I PROJECT REFERENCE NO. SHEET NO. R-5709 /6 m A * CURB + GUTTER LOCATIONS RhV SHEET NO. —_ I DESCRIPTION ALN STATION STATION LOC \"\ GLI ROADWAY DESIGN HYDRAULICS 1 ENGINEER ENGINEER SBG —L— /65+23.91 I69+57J0 RT 8� SBG —L— 179+34.90 181+9222 RT INCOMPLETEPLANS A� / DO NOT USE FOR RBW ACQUISITION / I E i Ixie �I \ DOCUMENT NOT CONSIDERED FINAL 0 \ THE NATURE CONSERVANCY UNLESS ALL SIGNATURES COMPLETED m \\t \\ ❑ PERMIT DRAW NG , 1\ --- _ 11 SHEET 24 OF 60 WI �\ I NOTE.THE POND IS BEING ELIMINATED, I _- \\� III r' � A T THE WETLANDS ARE BEING MAINTAINED CONS I t EJ H'- p B,1 RETAININIG A PORTION OF THE EXISTING \ I I 11 RET OUTLET CONTROL STRUCTURE CON.BOX W/8"DIP LOCATED OFF 5 J \ ` ! CO Wr Orae• qCE ( RAN) Q (!�, STACI PRICE MILLS I II �!�, xY l aC L SEE�POND OUTLET CONTROL DETAIL X. S 4Y AND HUSBAND, _/ W ,y - raP /' 32a' ❑ I I 00❑THE NATURE CONSERVANCY • v,. [[ �'IAIL BASE DITCH ® STEVEN D.MILLS wOOC._ '1' SEE DETAIL GC qa"CRL 'y PUEyE•'coNc •w -PUE I I 1 BETA 1 v� 'y-, i THE NATURE CONSERVANCY a ,—r I > B<:DIP �' j(0,� m •UE P PUE-\--''' —" PUE PUE L 4�!�p PUE PUE—�PUE --r-0. /H PAW rEL a CAry INE• a61EdAJbaA.rEL a cary rxx PUE SPECIAL CUT DITCH ..' m PROP o/x Pax TEL: ry CxE. <1 PROP OM Pow rc x cnry v _ -* •�� ALLOW `., ISFD w — PUE �'G 0 Jt.. HW 0 v® '� ` m •� -O �• 'GIPxaP OM r°Yv uxe ❑F SPECK CUT DITCH .r PV O 2GI-` \!_ C IC - \`�j' SEE DETAIL Ea '\ PUE CD 30" woODs c 2GI-A \ © PROP o,x r, I SPECIAL CUT W H ..i 4Y _�C^ry carve Arab, 4 REMOVE SEE TYPICAL SITE 10 cryr ; It Q;i I 1 " �-„.,, W 401�7B �� )L-- . FN. O H W �� i�� 170+00+ fxs6 wo Fs AV T40F S-- �I11. N w GRADE T CAMP — S 38°03'0 8"E —L— f a r — wa J N� Leo _ r- r Po-- j —� -- __� �4 �. �. '�- EN 1LU r L�!��♦��7MISI --- 2GI o -41 w w c 'S 5— - _ - _-- L_ 1 411• ' IG-;NO-FItt-- -___ --- _ PR �__I SL'= �I 2VC __ __ -r 200 urae� Z v) _.__.__. � ,,- _ ,..•EMOVE _ X X _�� — g 2 OEIP P E_5 5 ECIA - _ _� --=� CONC.HW/W i `1 RE NV=441 0'I• 25 PRe. _ _ Api ww S ARE � � 1 I * ATE.•�V DITCH lialt d I r I I KEBAB F -r=r_- Z — •NM i ~W N 4P5T SEE D AL r, ��G�� LBO 1 U �. '�I Ili f � - M. ,07, C)0° ' 3�� _ .,--„,,:Le F �� - -�3:T7:71R�!?.fl. --,.. / _ _ � I �ISO Plt O— � I I (; 11" Ruws .— W ' ®� ;I* ' ^ SPECIAL CUT W CH__ I SE CDETAIL ADITCH _�I WOODS II ` ® ' I I�� \ gry c eieb � A I W W IE• E DITC .� SEE NPICAL - , 4111--"i'‘::r CL RI P �� I-� DA IGHT UE 4.1 v f fw Cyr y V �� 0.3 GRADE TO I E• I C3I I GR N O 1 ,4 - I GR I \ \ CHARLENE DENISE SIT F I 1 N \ a J ;Y I Z t DET9lIL 5B g,l, B RIP ' P I-- -+ /y� CLI RIP RAP OUTLET Y I F 2SFD E T.11 TON• -- 1 \ \ / II I / \ \M �� YdA•a I` ' C �II,,EL STABILIZATIbN I W * ES.28 SY GF \ W \ 1 \ / -� �� j 1 SE DETAIL HA -'/''-, l F 0 ❑ ISFD 1 1 Ir� \\ N.\ - / �I _ ® ELIMI • CUT DITCf4 1 _ _ m • �� 4, i� R I I I t // TIE TO E. TING 1\LEI t. U EST.33 TO• ,a /i WDL-*1.# R—--..._ / I .i I ', • x ❑ VD �" © 1 0 I MA-,Y BETHEA MITH 1 I ii.J, -,Y �,/, '0 vi I , i/ j1II ` I TIMMOT;'Y CLAREN BETHEA . 1 I EL•. NTOE CU DRAT tl CAROLYN AIR. /PARK,- D.LUNCH y.! , Ytx I \ , I1jI a I ISFD ` •w ;I� ET ALS • >y II ❑ 1 I s � >�� © y1I�1 11 0 1 1 0003�. + * ,, , FALLOW I mll 1 I • b /I i © / �' . s o �� \ I 1 1 M a x 41 CD 11) c2, WILMINGTON TRU 1 �_ JEREMIAH N.RHOADS I I �CLARENCE BE`�FiEA N PARKER D.LYNCH I X p • W / EIP REBAR -_I I �' ° cn CONC. HW/W •., 'EIP 1. a 1+ ��pp�� X to iAR orlsorifir," .•1' INa0 Io i�� iiii: DENOTES HAND ��' 'i ❑� CLEARING � !LIL,.II1 +�+!' DENOTES FILL IN E �' �:��1� ' ❑❑❑/ / WETLAND o =�I•.g1f�1 J/b�//I_I/I.IIP//III/Irp/1111f/IIII'�e1 1223 Janes Franklin Rd. I'_I/,;I/Iy1I11I//II/11f/- IIIIIfi ETHERILL Raleigh,N.C.27606 c "`�!'� ��1 ��i� r1 .nrILI�I/Ip11 * * DENOTES MECHANIZED RING License No.F 0377 w *iJil1�//N�-� �;` _�_ y� FOR DITCH DETAILS, Bus: 919as1sm7 "�+i%:�co y ~I�� * * * * CLEARING SEE SHEETS 2D-1 THRU 2D-6 Fax 919 851 8107 • FOR —L— PROFILE,SEE SHEET NOS.79 & 80 ^"� "'�xa„Ax�,��'�oN m' An„'�" cc DENOTES IMPACTS IN FOR _ /(W Ae i oo' o' oo' LE,SEE SHEET NO.121 W/ SURFACE WATER FOR -DR2C- PROFIILE,SEE SHEET N0.124 Midi '...411111111410. 04/ .4./131DIkAir 41111111111 .......... DENOTES TEMPORARY 8601 Six Forks Road,Foruml,Suite 700 N' ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH aleigh,Noah Carolina 2761S3960 o�v sm' GRAPHIC SCALE / IMPACTS IN SURFACE WATER NC LicenseNaF.o„2 N� .. 10-FOOT RADII UNLESS OTHERWISE NOTED Engineas ConsWc onManagers Planners'Scientists N= A GRAPHIC SCALE MATCH EXISTING DRIVE TYPE UNLESS wwx.,kk.Am �� OTHERWISE NOTED Responsive People Res Pso Creative Solutions m I -: \ \ 9 \ \ \ \ \� ( \ \ "�/ �� sZ\/ qs9 q PROJECT REFERENCE NO. SHEET NO. 4 //�� , ,, R-5709 /6 co / Nm \ . IC�' 6�UTT LOCATI 466 66B GLI ' SHEET NO. p w DESCRIPTION ALN STATION STATION LOC ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SBG -L- /65+23.9/ 169+57J0 RT 46 SBG -L- 179+3490 /81+9222 RT 464_ INCOMPLETE PLANS / m ` ` / q6 DO NOT USE FOR RBW ACQUISITION m 3 P �I / - w `s q61 462 yv N 46B Y' a6 9 DOCUMENT NOT CONSIDERED FINAL li \ f \ w p 457 4$g T' CONSER,ANCY 66 UNLESS ALL SIGNATURES COMPLETED 4S6 - ►. ss PERMIT DRAW N G � � SHEET 25 OF 60 WI \ ••TE HE •• D 1�B ING LI A ED, 4' n - lip \\� I 1 '1 a� THE WET AA ARE BEIN• I D W/LT \ 'I _ �':- �" Y'TAI INIG A RTION O:T E E STI 4a r 1 .- E RET 1 , a T C• TROL TRUCTURE( •• .:O .i8 a' .••• ED ••F- •' 1 ¢C EJ -_ PRICE MILL \\ i I i I �!l, 466 '-• .. _sY PAC SE •P•IJD UTLET ONTROL aEI �• AND :AND. \ ' I II W ® LsAs:DITCH STEVEN D.• y5 I I } THE NAT CONSER NCY/ .i sh I OOD• S E ..: IL _ PUCNcKHL •w45s ••UE- RETAI 7 _- i•!%J100-3.28'..2' �i/pT U-E COS 'V•NC c,"" a I P ,_f > j I I I yBeDIP- / _ I PUE*� 'UE pU_•I ^ a *o_ CIAL CUT DITCH PUE > .`--. �.-- ,, a P e—L'� ,�mEatalla. TaL a r� 11.10 w�11 ID:14 illirdmif C7 ` b. P ;e F4LL�wO HW O m b ` Uy PEC DI_ � `_ �� m ,— * � I�5 EUDETAIL E ' V � ----VIP � — 0 law 1 re .°...- P PUE O -- 3a ` �voa � _ _ II) ®\ 1� xoP o�"P•, d Y .,,, �tra SITE 10 allibumw..111A agLaftdMIMIL." ......,...._'''''''""•••••••....................rA * .,... • � _ v� ►. � �1 r -. 411 ._ * ‘.01.-417 0 \._,-, ... .ei. ve . p f DgR.'.:rrr'f 'Rl�BS® s j -_----- r—P- _ _J O 1 LL —REMOVE ��wof =�i ��Ne �..--il! ® _ —. O �� aa ► rs► r� �- eya•u�luasm.2 '''Zriaibm to 71 Ill al --- .....,....., EL¢ows I► � �11� 0+ w�+ �._-s „�\ 7 � �. r, ... i _ I j I;L._ fs— V ,Mes * 1V\ht ir- ,_ _ _, ..„,,,,,,,,.....,„. i i E *4- s.. �• I 1414w -.y'] a I 4 cUL D -- �* , 1 I Ru s �� .4,,,, _ ,.,,___ ,,,,,,,„..,..„.... -4 V) 4- W W LATE' Ef DITC ».y - �' 11i ` D IL q� I �,a'' WKL I III P F �yS%c G'C T,D E UE 7 I 1�,�� Z V)SEE DETAIL SB ��ji`�;„a �, ' tG -� IGH lr. A`LLf3 / >s '' ''� t'• .� u°mr.- n B RP • 'ENV S.1I I_ I 1 V.O. CL RIP RAP OUTLET v_ v� , 1 '�2 S -\ I T CHANNEL STABILIZATION 1 -- - a (28 5 I \\\\ ps ,' I / ` •L`i.; �q \ d " \ \ / IMIT• .UT DITCf4 ,SEE DETAIL HC 0 /;� __R� , /I p E TO�E' G LEST.33 TON$ 4Nikk * I I of 1 \ -- 6/ / tat rF, �,y ;, /: .,iF wD /° J 9�I I-1 p L. A`,N BE EA TH \ 17 F I� tr,14,] : 4xz ix� © 1�1 F ,-- A D1 p IaI. 4. s 9IcII T MaT: CLA: N BETH • �� FCAOLY • -5,• PARK,R D.LOCH I ♦ NII I o a I e-� `�./j...• ' I 13 ,\\ I Igor o. ` 1 `s9 __ \\\ Off`', 31 fair s ° �w aw . s I o '! 1 CO y� I I a4q *I..' � WILMI'0 ♦ TR ,, - ,y T'/ J�• IAH .RHO•DS I �C •RENCE :•E`TFiEA / P•RK D. I 443 X ilk -10 Ili i ,I I \ � et- ..EIP�, • a'ESA'. °6 Se 1 _ 1t/ .. 1 1 fir.---- IP a 1 � P a a as. 1111 al 1 tin x� L I m rre iP J. V 455� 0 b m \ 3 a Ip a n CC N = El / ' 454 N / by do �rx C I q 42j CI a \ �� e DE COLEARINGND 1,3SN E \ / F DENOTES FILL IN • /I WETLAND v 9 i o --_ --- Zy ZnJ 2 / 4S7 1223 Janes Franklin Rd. > "" " " DENOTES MECHANIZED ETHERILL Raleigh,N.C.27606 E : ' e ! # "♦ FOR DITCH DETAILS, ENGINEERING License No.F-0377 W Bus: 919 851 Sm7 4Th-----4,7\,/,N_ ME • . CLEARING SEE SHEETS 2D-1 THRU 2D-6 Fax: 919 Esl Elm ~ \ 22 FOR -L- PROFILE,SEE SHEET NOS.79 & 80 "" ^Tn""""'"waaw�"-amoGaiaReaEo :wm °e 4 //� DENOTES IMPACTS IN PI tea"-�:��-en" Demo"�aa�Anon SURFACE WATER FOR -DR26- PROFILE,SEE SHEET NO. Midi >` oo' o' oo FOR -DR2C- PROFILE,SEE SHEET NO.124 DENOTES TEMPORARY P:(9,9)E7&ESEO 8601 Six Forks Road.Fomm i,Sui[e 700 IMPACTS IN SURFACE WATER ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH aleigh,Nodh Carolina 2761S39fi0 o yr NC License No F0112 2-0 GRAPHIC SCALE 10-FOOT RADII UNLESS OTHERWISE NOTED EngineaalConswmonManagaslPlanne 'Scientists N= / /// ( •mh MATCH EXISTING DRIVE TYPE UNLESS ,n„.rrk.som �� r I ( 'e. OTHERWISE NOTED RasPon:;xeP�Ple creacxesomuona ,.O 0 5 10 _ PROJ.REFERENCE NO. SHEET NO. Nup R-5709 Si X-80 .n 'I I I I I1 1 fill 1111 ■` IIII L11 IIII Ili 61 'A ,, d 61 i111 IIII &I .il 'Ai IIII id u`I 0 120 1 1,I 150 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII - -- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PERMIT DRAWING. " IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1� a • SHEET 26 OF 60 H! III E1 .. . . I 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ° � 111111111 11 ! • III IIII III III! I I ° �'l II I �'lIIl I ° I ' IIII � lllllllllllllllllllllll !! ! 11111111111111— 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIuluuwu11111u11111111111 Illlllllllllmll�l IY11111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIItIII111111111111111111111iiIt111111111111111t 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1.020 _11:::::::::.•::::::::::.1 0.020 Illlllllllllt!- IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _- al■■. ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ..,_- - -_ 'II �� ulullle -:_.:■■:.m1A11111111u11uu1umumuuln :11 � :, I a_ ! _ - _ 000�n 1In■ ■�■n:•Rnnn■ nnnnnnonoono■o■000■000■o _ .\CNII ..■._.- - ■� ■m nnnn■i■:gin mnnmm�mm� .oc.L . 4 ' , ' �R 'n�c�'■'��' "'��'�'�� '� '��'��"'�'� ��" 1i '4� A — _ � �1�111111111111111111111111111111111111111111111111111111111 430 . ■■ r� ■ o■.■..u■.■..■... I I000uuo ■u000uoou0000u0000 ;; ouuoom.■Loo ■ - ==a.==_ c. : _ ■ o00000000_ 111111111111111111111111111111111111111111111111111111111 1 111111111111111111111111111111111111111111111111111111111111111111111111111 1 ___■___■___�.___.___ -_■ _. �.lIIIII!11111111111111111111111111111111111 11 �" 1111!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! I I I I I P■■4��■P■ ■4P■■■��4P■■��4■■■�4�4nn�4�nn�■��■�n■��■� ■ ■■�4�n1��'Z�D��■ �� ■ �� ■4��4nn4�� uu■in■riiI n■i■I■ii■ _ __,� , 1■■cii�ii ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■� _ea,.� ■.■..■■.■■■.■..■�■■■■■■■!!l1111!!!!l1111!!!!l11 ;;;;1111!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!l1111111:i1tt1�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIu 420 1111111111111111111111111111111111111111111111111111IIIIHI111111111111111111111111111111111111 G ■■�■._��■■■■■■■■■■■■■■■■■■■■■■■ ..... . ...ETC'�'�TGTC...».�....�.0.��....��....�.��■.:_ . 169 + 00.00 �1��!!l�1��1�!!!l�1��!!!!l��I�!!!!!��!■■■,■Q■��■■■ . ■■■ . . ■■■ . ■■■■ ■ ■ ■■■■ ■■■■ ■ ...L�ZI�I .■.■■...■.■■.■....■.■■.....■■.■.....■■....■.■.■■.. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4/0 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 11!!!!!!!!!!!!!!!!!!!!!!!!!!!l111 ■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ .. :1!111!!1!!11111!!11111!!1!111111!1��111��1�-.....:T: 'I•••••• ■■■■■■I ■■■■��■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I ■■■■■ J �� I IIIMI - -- -- — -- init ...... ■ __.-- . 3:I�.L�Id . _ I --- —_ 1 1111111111 IIIII)=_ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■::■.■=a■R�.■...�� .":�.■ee�e�_■__. ■■i ___ -° 1i11�111111111111 i - 111� 1111111111111111111!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiii IIIIIIIIIIII:'IIII11111111111111111111111111111111111111111111111�I:■■., 1 I t! IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIEIIIIIEIEIIEIEIIIIIE111111111111111111111111111111111111111111111111111111111111111111111111iii11111111It�i dlii._i!lIIJiiiH!!IH:Hhi:I!!!HiH!!HiHi W..■ !!!!W■■■.WW■■� W■WI�III�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIImum ■.......... IP! mii■m■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ......■�........................ _ 0.020 11IIIIIIIIIIIII�IIIIIIIIIIIIII11111111-11 0.020 .. ....................................................................................... I .anaR., I■IIoiounod■IIod■W■I■■ e:c■■1 °--- "'--'"�— — ----,�000■■■■r�oom1111 ::■■1:: L 3.7 - �1��ln::■1 ■d■W11■n 11'!!'i:11 i1:11:11:::i i1i!!!i:11:::i:1 i1!!1�:1::::!!! ■■i:mm■■rA;■■:1■■■■.:.....-- ••�..�••��:...••..•.... �.G�.C. ..CCG�... .CCG.C�..G.CC... .CD.....CG.CC...�.CG.C...».C.......:11;;;;: .• - r�� --■c,_ •mw 1iU 11= WETLANDS III nnmmnmm�nWl�s.^■11 IIIfi1i'fI11111111111t 11111111111111111111111l�llaillllllllllll 1 :::IIIIIIIIIIIiii!l111111111 ■■■■■■■■■■■■■■■■■■■■■■■.fl '■ 11Gl1 IIL 11111111111111111111 dil._,,I.,. WETANE��IE 11 I_ C . ... I11111i111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111i11111i:: __ �� _" °° " Ililll �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiilllllllllllliliiiliilfililliiiitlliiiilliilliiiliiliiiiii1111"11","1"1191"111"11"11"11111"11"1 ill I •�� J 420 1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111��1:,.� " " "" "" " """"""" """""" " """""""""""ii111111111111111 �'!'�Illl��CI�I��G�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 410 4 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ' "� .■ ■■■■::■:■■■::■:■■■:■■:■::■■■::■:■■■:■::■■:■■■:l!!!!!!l!!l!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!IIIIII!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! ■■■111111111111111111111111111111111111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIIIIIIIIIIIIIIIIIII o, ■ I t III11/III - _ J G - - 161IIL 11I i\I ■ N 1I : 14 1 ..=i III _:a'iIl_ 1 II _ -:I- ■I, ._ 1"m■ ii - 430.60 . !!!!m - - - - 430 C II =__ --- iiliiilil1111111111111111111111111111 =__.E-_„ 4 0 1■■■nnnnnnnnnnnnnn000nnnnnnnnnn ' II IIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ "' - ■ 1 ............. ' 11111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111 �11III11!IrIIIPIFII IIIIIIIIIIIIIIIIII1111 ay 4,-' � ► �� I �� : IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiii11111111111111111111111111111111111111111111111111111111111111111111111111111111111111�111 (. 111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �i1 `I�111:1i111�1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 O 'A 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111i111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111IIIIIIIIII�IIIIIIIIIII I 1 111111 �1111111l1111111111�111111 �� i .. .... ee . .. - • .. e J .. .. ... .. .. �.!!loWu�ao■on6��noou6'noon��■ e mo- \ PROJECT REFERENCE NO. SHEET NO. PERMIT DRAWING R 5Y709HEETNO 18 03 SHEET 27 OF 60 ///i/ DENOTES FILL IN ROADWAY DESIGN HYDRAULICS ENGINEER WETLAND ENGINEER lco- * * * * DENOTES MECHANIZED ^ INCOMPLETE PLANS * MI* *wI * CLEARING �Ay83 DO NOT USE FOR UV; ACQUISITION GRAPHIC SCALE DENOTES HAND CLEARING GLI DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED — \ ® c,„ ,s THE NATURE CONSERVANCY `L B Q ® WOODS 3 RONALD C.PRICE AND WIFE, JEAN M.PRICE ( O ,,nn,, SPECIAL 4'LATERAL BASE DITCH SITE 11 r 0 ti.5 SEEDETAIL HB --- 1 SITE 11 W M PUE ��'�E�� ,-. WOODS � F . - 1' S „' SPECIAL LATERAL C •_ - _ ,��/r - 1 �vw � "l ,,. .- 2 BASE I H PUE - jj� �_/ �I �� *-. I PUE - - PUE PU SEE DES IL JB PUE i - T7 , _4., ' ' -X ��' SPECIAL LATERAL Vallff Yy' PUE)r PUE fa yL� ..,i.1C_ILL'Pr. .:• d;d J��yY .. --� - 0tok O` O 'UE PIPE SPECIALL1rt— le ra,p ATV LINE PROP o/H � O woocs " — a d1_.�0�' �.c , Q TeL a Tw LINE. ,c3 W c °� ��' — — W C _ 400 -. 0— C,-2GI EO OI F -. -- -- -- —� ryj a + (TYP) - POS . --- - _ t i J M m CABLE& WO p T - T- - - - V- 1 W _ PLU AND FILL =w- y W 0- «- �I� --T- - —vF— --� — — � I --- Z� w 2E'BS — --- -= wT- MMIMM N W _-:-__ __--_-_ -= NC 211 ABERD.EN 7 _ — w r. !i _, . 24" . TWO pi, Mp _ - -- Si II cy —-------.-.-, 1'- 11-- e' .ii i 41 I I 11_ ,,.,itsii .,.,u..riill 11 .....aa,-,0 I I I I I I I I I I I I I I I I I 111 I I I PI 1'....... 12 W w.[-' --, �-^— _ _ - ��,'-` - ILINI11 \,,, SPECIAL LATERAL W LLI �► ��. -Iir - N \ F SEE RAIL LA----- .....__,._-. F ZN _ - .wcS,w ,I ,-\ \ ,, ice.--------- *lliplr • woods \ 1 M 1RI \\ r fl (TIT) o /i \ \ / \ �/ CL TRIP RAP ,y EST 17 TON _ — / —> 2GI dal \P\ 2SF0 + // Q \\\\ 2GI m f • -8 EST 38 SY GF C C — _ \ woods Q C3 _ m ..„\ U 0 0 c c �.\- a G7 , /// /� — — c %Vi __ — @ I 1— —_rAf �� -. O PUE SPECIAL CUT DITCH G \\ i / \\\\ m o. SEE DETAIL A yq I I \ \ / ,, , • p •. \ ' pot 1 I 0 \ \IRfit SILT 0 / I \ cnc I I \\\ i \ \ a \ \ s� I I \\�� Rio \\\Q a p Q \\\\ 4 I \ \ �. \\ \ \ JOHN E.BOLIN CD a •(F \\\\ \ ( BOI \ KGOIN \ \\ QG u / a rn x O o` m V C N E C 0 1223 Janes Franklin Rd. ETHERILL Raleigh,N.C.27606 ENGINEERING License No.F-0377 I' \ .-- WCO Bus: 919 851 8077 Fax: 919 85 1 8107 \ TRANSPORTATION PunN wWoeneN-TR I/siwmRA DESIGN CIVIL/SITE DESIGN-ewers-CONSTRUCTION OBSERVATION w FOR DITCH DETAILS, R� i SEE SHEETS 2D-1 THRU 2D-6 di CURB + GUTTER LOCATION FOR -L- PROFILE,SEE SHEET NOS.80 & 81 86091Ex8ForkkS Road,Forum l,Sude700 N' DESCRIPTION ALN STATION STATION LOC ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,Nodh Carolina 2761S3960 0 NC License No.=a, f SBG -L- 205+73J4 206+00.00 RT 10-FOOT RADII UNLESS OTHERWISE NOTED Engineers I Construction Managers I Planners I Scientists N. ConstructionMATCH EXISTING DRIVE TYPE UNLESS www.rkk.com Q� OTHERWISE NOTED Responsive People I Creative Solutions c PROJECT REFERENCE NO. SHEET NO. I PERMIT DRAWING R 5v70HEETNO l8 J SHEET 28 OF 60 / / DENOTES FILL IN ROADWAY DESIGN HYDRAULICS WETLAND \ ENGINEER ENGINEER * * DENOTES MECHANIZED low ` ` CLEARING s \ \--so,- INCOMPLETE PLANS d \�/qp y�83 DO NOT USE FOR Si ACQUISITION CLEARING WLE DENOTES HAND � � �/i��// iiN N as ..+.GLI ,,1 2rs £ DOCUMENT NOT CONSIDERED FINAL eta UNLESS ALL SIGNATURES COMPLETED e xb % 0 IEb bts .Ib s7b er,b L7b 2 T NAT E CONSERVANCY lO c 06 e M ` is ? . 4 _. a t§' m 6 "n 6 fb / W ODSF' INAa I 4m3" *0 D r,E. ' _ e N ama J0 N M.'RICE O ,- 6 ;. 'F IAL 4'LAT'RAL: L E D pm0 .0� am6 1 O a x s SEE xETA 5Irrrni POE ' O ,,, 40 1 Q wows It O * r SPE IAL•.TE. UEI SE .� '� i -*•,I7 , r n 4sC° Q _ SEE DEL IL J. h LEI_� �1 � sG� a..� �O a _im ,,,,,..,6,5,.,„ . SPECI L LAT L VPB�"'. M. #Ti PU �� U. MI or oix - 1� \ ..1/.1L44r :,:�'d+a d vya,.-�` — r Cr. UE 0 3 ° P _woods r :,`M.!*-- _. -c - �� .m w•m" _ „ im-v7 �..._.......,.........„,.,.,...„,..gg n,�, ari�'"'��T' Q W 0 „men TEL a wrs E `w' o mI:✓o_ a � � �,—i- ! ��'��- = isik __,.., ,, �/, N ill ,,,,,. ler Tr--w _____ -- 0,0 ,,,, a:z, (3 ,,,a,,..1111--,4114110:zipp . , — r 7 �` M �� cnsL:a WO Pos�1. i e4. - �_ � � � - - - — w. — ir e, U N — �U r � r�R_ Mi CAI �� _— �--�7 ft� ji:_�'° .,. • Z v� A�A 25FD� + ? FS �� 38 S G 01,: V v WOODtL �� lik I"' 0 0 _�_ fb * �� L'>\ r I —W_ ��`y�— W N Q m A PUE w ICI \ lnalsa �.� �� sod wo 75 'ECIAL CU DITCH a. G 4 II 4, Ai;,__\ S E DETAIL \ I !� \ h NE I Q \ \*�, W/LT ,* I" mz..r \ \\ a� a \<�,\ur 1Ir r * *a \ V s max , I I \ _i I 6d \ \ '.. q'1 0 1r �\\\\i////O \\iko E� Q �, \ \ p ir =� 0 .3qq ., 3q n 4' 398 0-•• #,,,,‘-4\ `2,\ \x N m \ I I \1 - ✓It <d = 2 Q I - a34 ALMgVCC..BO LIN a N C m C 3 N11 O 6,n r O 6 rn m in n m kpti a6 S E , m E C d33 429 qao �x 98 = 1223 Jones Franklin R6. 'Ti % ETHERILL Raleigh, No.F7606 W �� / �p"� M. 919 NI V70; \� m ENGINEERING F B76 e f\ ranrvswnrnnox vun Fax 919 851 8107 =s0ES8eNawwa/sraucruxe o.E rrx� w / 42' vb \\FOR:--t#L- FOR DITCH DETAILS, °"` 0�'ox-ew�s_coxsmurnoNoaseavnnoxa �� ! SEESHEETS2D-1 THRU 2D-6 R� 1 o q3d/ p33aaCURB + GUT ER LOCAT/ PROFILE,SEE SHEET NOS.80 & $1 P Is1sla7assso 8601ex Forks Roa6, 2r11,3ude 700 , ,,,, / 1 a DESCRIPTION ALN STATION STATION LOC Ralegn NoehCaroIna27slsasso o2 p ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH NCLcenseOF.onz tie SBG -L- 205+73J4 206+OODO RT 10-FOOT RADII UNLESS OTHERWISE NOTED Engineers IConshuchon Managers I Planners IScientisto N= aim \ MATCH EXISTING DRIVE TYPE UNLESS www rkk corn Q� / 7 ' / \ OTHERWISE NOTED Responsive People l Creative soloriaoa PROJECT REFERENCE NO. SHEET NO. KT R-5709 /9 NV-4° GLI ROADWAY D SIGSJ-N EET NO. HYDRAULICS 8� ENGINEER ENGINEER INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PERMIT DRAWING MATCHU E SHEET 29 OF 60 SEE SHEET 19A a PPP «, / 0, e e 0 )\ I� P P �. P P P P /r. • PP P P.• •,P, P * .36'NDX /P P P SI 1S1 1 \ 1: p 111141111 m 11 I I 1p 0 \ \lP P P /, PPPPP *\\ II \ 14P F *CND I \ \1J.R.COT HRANPti �'- •wiLirrnn,, ANDWIFE,Y DBYCOTHFfANm WN`= ;. ,P� . woodslig° Q ��\ KATHLEEN C.PRICE,ET ALS • � • AVj . 1•%P +7•.r. -ITI © \ \ WOODS PASTURE sJl�AOKI ��l�I�Ey��1`�Q�-Air � � ® , • �'�� KATHLEEN COTHRAN PRIG" * I S CIAL CUT _!I _-� 25FD I I 2' E:IfI WOODS i. O YW1 SITEviz:" 3i: /, ` .. _—� aPOE Lv�� * I j* P E B RIP• 0 rs t . m,"' •; R �� -�Q l �i � •.• * SEE DETAIL LB O _i... 6►4?.Ars •` �� 0; s� • PUE UE P E PU PUE PUE 0 `O erg, �� `;� L+\ �� _ . E : �1 UE ,II, II :Ik `.. _sA rrx t; rI/EIR r V� 1 /R , Y�ry a-. — Est- O O �F4'ir"'��" �Af�+/ ��A -•J_�,�� -� EXISTING R _ ,PV� n S•l C ' ifir P' O ia �-'-W 24" ,ELBOW ./ `�Apii � - ' —� . ,_ ----_ _ _ Y•. I - 't:.T ' -TV vo \ r r -- O s/.�1 .: 48 Fo r Ro �...,. ...... \ �\ -a¢ ,... \ c, p s Q R ION 42" TEEL24 FO \�C 24 FO ___ ,—— _ TV Ra 7 S�E3 200 PR, NW T- zr,�:. •t1 ! !J WM • — — ro -rn -- CV _r :'- - !.. 2/I+/I -T L �� --'�lSfUu so PR - --T- N W W W 2G1 �� I I icd -L- -!. 5 29 Sl'44.0:lE a. m _ L 1 _ _ ,W a W MON I = ZN TRENCHLE55 INSTALLATIn �• • w• � 5' r - to RE ••E� CHORD _ N Q5 WELDEDESS STEEL 'vat� EXIST Nc ___ EWIP __,...."%, eir J 7. W ,,,,redjrin _...........•%.____., i -'- *imliffilit �. ; -�� S F -.mum War �� T ¢�1,I1/`�j l� C , WOODS 1 WOODS woods I��l•CJf n J ��,�� VWL kliff _ - - - - - 1 .. aI — - - i ' "v✓ELBOWS �� N 42" DED FCL RIP RAP 411k.:( �. orR R . PeoP orx Pow Tei a caiv u�EsF 7 ,EST89SYAP r //�► PUE oa'rev a r.a,v crxe _OA � \ , [vi PUE PU PUE V \— cnc Q �I �� / / / PDE PUE •1 RJ PUE , _ 1 1. W. �!r n y" i � I -� REMOVE EXIST. 60" N oLn �'ai POE E I I -i A-__= „ ii NIPPIP L // 'y ,v E' I I NANCY STALKER WENNBERG - m / * / LATERAL 3'BASE DITCH ALLEN M00 * vnCL I RIPRAP I I (NI GI AND /'y >Y (y- / SEE DETAIL RB I Ilit. -)Cf�l NA M.ADAMS L,,' r ... SITE 12 i 1 N %l ar_A r �A c I - rn I V10=84cfps Lc L, / Q10=84cfs .� terAlfikir; /`�E 50' 0' 50' • y 0111D\ 7 \ DENOTES IMPACTS IN /O/ D JOHN E.BOLI \I ////� SURFACE WATER S) S 2GIKGIN / / DENOTES EXCAVATION i 1223 Jones Franklin Rd. Raleigh,N.C.27606 W `�— / ///j IN WETLAND 00' 00' ENG NEERING Dowse 9 851 8077 � DENOTES FILL IN •■•■ ■ ••• ArAi Fax: 919 851 8107 F / ■ ■ ■ ■ ■ PLANNING/DESIGN- NSTRUC ION OBSEURE RVATION DESIGN / WETLAND GRAPHIC SCALE TRANSPORTATION oeseRvanoN Lu •' DITCH DETAILS, �� i * * ** * DENOTES MECHANIZED CURB + GUTTER LOCATION SEE SHEETS 2D-1 THRU 2D-b 1 0 **** * CLEARING DESCRIPTION ALN STATION STATION LOC FOR -L- PROFILE,SEE SHEET NO.81 P:Is1sIa78-ssso 8601 Six Forks Road,Forum 1,Suite 700 / SBG -L- 206+00.00 2//+26J7 LT ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH RalegN,Nonncarorina27s1s-asso 0 NC License No.F-0172 N �/ DENOTES HAND 10-FOOT RADII UNLESS OTHERWISE NOTED N� SBG -L- 206+00.00 209+50J7 RT gmeers 1 Cormimdim Managers o Planners 1 s..bsts _ CLEARING MATCH EXISTING DRIVE TYPE UNLESS wvn.kk.cwn �� OTHERWISE NOTED ReePooemaPeoPlel Creative Solutions )1--- r \ \ PROJECT REFERENCE NO. SHEET NO m R 5709 /9 PM SHEET NO c0 (41O LI \ ROADWAY DESIGN HYDRAULICS 8 ENGINEER ENGINEER if, \ \ INCOMPLETE PLANS DO NOT USE FOR UN. ACQUISITION ) n'--- DOCUMENT NOT CONSIDERED FINAL \ UNLESS ALL SIGNATURES COMPLETED BS p 9 PERMIT DRAWING rp N SHEET 30 OF 60 MATCHLINE A 4,5 SHEET 19A ` a A SEE . a4 ,,,, N -ram 0/�.� iff a .3,c4:1) ii..._ C?/ 0. ' Ar' "/4) i P *P . .e.. /..."4.#411401;' '. :1 ''? k%1 E \•\ "A- Ilk 1 14111k,\\ I1 VW �� ., '4 � `c 101 cpNp _I \1: J.•.COTH'AN. // y7/. �.aR�. =, .T •Ii D WP E. �� ofr +,� �,_`. .. �� I . \ .4. 'DB' COT' AN !ii, • t 7,j7,�� '' *\ba: s111 jTEER9re i .Air A IA #2,I re-4 0 0044 elf . A . #4,0‘ ''1 . WN •,444,0A 4 it **IpkV,T 1 �SP**6IALCUToSITE 11 ��— ..►lfl�rir 110.00� p I vaLLERPW00053. .vim �� E00 '�':. [fir T. SEE DETAIL LB C� �o� F 100.00• TOE Ta.iC51 I k PUE Pr _ SI 14 00, SEE DE _ � 0 � 0 N co �:.s.s,IIr Arm nor, r r a_ _j,,z �:= Ii!� _lift ��III�� c Ll V_ , r— V► s— 8'�`�+� �a"/f �`'jI '\ ...{fin E 417 0, u C .:..... _ J _� �, r:::::::::::::::::=71 ...ii.. -rvr �— 419 _ � ��, - _ �� 48 FO �R \s W � -. 7dq 415 __ - _ FQ-W '� 2 dr ter- '" er g —_ -T. F * : - T 24 ��_,- � T oo P r NO N I = / M -TE 14 E Y =IIMIMMIMIGELI=KEN -44!I N ��a► f II 'ELW-iWIWWM __ ~= I---w LLJ LLJ /� l 11'. i 11_ rd. � _ • r •i= "_l ado. O MON 1 = Z(11 .M.s.._,..,ifilgraitaria, p;Irm, HIV& .mtT---0-0- t- - ini.'iwinh‘ i.ftiiiIIIIW. Namilm.i-INIIII 4wikli., ........_ --,v) II 3111111FIC=IIIIIIMMINII I I • „al VA" ''' Al in --sim—_- . m.! ( I m...k I _..II 0- �., . W W v) I__ _......................................v4,1r iffi.,p 3 ir - .� ,p5 V 15, w/ELBOW' lir WOODS IlLillk F F i8�j�� a /; ,te�ry ———Eggss LINE % n,a TEL y CATV LTn, ..—� a,AT En r� tom' / 0 �AIE E.r.„., tk , , (///.••• /��I^'® ��]I/J!� i t. 0iff E PUE 0 ' i 1 cr. .4„, .„,_0, v. CI_ 0 _. ,,,. _....., : )4F,r ,., T s t, ,W ,y /�F • / , e 0 I Ii NAN Y STALKER 'ENNBERG o- �I�o�\� v,: 8 �5/ LA RA 3':AS D1TC I I ARY AL EN MUO r, .� >Y w ��/ s SEE a ETA! RBtC) I I� IAN• MADAMS CC () 6 \v I I m J N �_..�k tiw SITE 12 A I ti a I ._ m rn V102\Of•s wy w c Q10I 4 a �9 x I l � o \ 2 \ ,,,,( 1 / DENOTES IMPACTS IN R IFUL ) ////z DENOTES EXCAVATION *,� DENOTES MEC: ANI ED .. IN /` IN WETLAND ///� SURFACE WATER * * . CLEARING L / �' d (POND) _a / 1223aones NC 7 27606 w o �' ENGINEERING Raleigh, se199198518077 �_ ///� DENOTES FILL IN ETHERILL censeNo.F0377 ,n 369 F Fax: 919 851 8107 WETLAND (� DENOTES HAND CLEARING1 �_ITEoE� "GN�� -' R �aUCTION po�ne w `e a FOR DITCH DETAILS, a , CURB + GUTTER LOCATION _ SEE SHEETS 2D-1 THRU 2D-6 Midi u �� DESCRIPTION ALN STATION STATION LOC \o' o' oo' FOR -L- PROFILE,SEE SHEET NO.81 asol BaSFo k5 R0aa Comm isuge Too DI �' °^ •\ SBG -L- 206+00,00 2//+26J7 LT • • • • ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH RaielgN,North Carol lna27615-396o O o NC License No.F 0112 10-FOOT RADII UNLESS OTHERWISE NOTED -o SBG -L- 206+00.00 209+50J7 RT GRAPHIC SCALE gmeera I Construction Managers I Planners I Scientists ,_ a \ I MATCH EXISTING DRIVE TYPE UNLESS wvN.nx.00ro � � \ OTHERWISE NOTED ResgoosmePeoPielcreaeesoimmae it A A A \ PROJECT REFERENCE NO. SHEET NO. ' DENOTES IMPACTS IN _ R-5709 I9A ///� SURFACE WATER \ PERMIT DRAWING Nv...40 ROADWAY RN SIGN SHEET NO. HYDRAULICS (POND) \ \ 83 ENGINEER ENGINEER \ SHEET 31 OF 60 \a INCOMPLETE PLANS \ DO NOT USE FOR 8BW ACQUISITION \\ �\ 100' 0' 100' \ s\� ± * — GRAPHIC SCALE vv '` A, Jo Jo I DOCUMENT NOT CONSIDERED FINAL I s UNLESS ALL SIGNATURES COMPLETED I `\i o2 'o A I I 1± NAM- - \ I� ± ± ± J \ / \ — 976.83' t,0 * ± ± I N 32°293.87 W / } ic \ I 489.81' //} ± i s` W N • NN I I , , PA2 0 /f," \ RD AND WI PRICE // \——// 0�/ KATHL DBN 200 TPG 65 PRICE AN M.PRICE '/ YYY YYY \ D CE D8410 PG 776 V\ :,1WN\ 0 P /meµ . P I P P P ' Q '• • P P \ F rn I' P P P P P P P • t.j. . . °-• TCHLINE SEE SHEET 19 �/�ATCHLINE SEE SHEET 18 ISI CC LO a / C 2 N O MM ti O W ON wr— w� a)E L Z i --Ifw— .J LLI 1223aJones Franklin Rd. IQ Z LLI T LLI N y T ...11181. 41.111 ENGINEERING License N' 98518077 leigh,N.C.27606 CC Ny Ro Fax: 919 851 8107 o.F-0377 ELIJ 4 w IvesTEDESIn-crS/ees-CONSTRUCTIONOBSERVanON IQS tNworsrcN-ea,oevsrRucru919851 WOW GN v) N P:19191878-9560 8601 Six Forks Road,Forum 1,Suite 700 p 8 o NC Cerra No.F.6112h,North Carolina 27615-3960 ��s_ Engineers I Construction Managers I Planners I Scientists NS C www.rkk.cou VLL `esponsive People I Creative Solutions c A Jc \ PROJECT REFERENCE NO. SHEET NO. ' DENOTES IMPACTS IN R 5709 /9A cc ////� SURFACE WATER \ \ PERMIT DRAWING NV.,10 ROADWAY DESIGN SHEET NO. HYDRAULICS (POND) \ \ �83 ENGINEER ENGINEER \\j, ± Ac SHEET 32 OF 60 k ± .t-, INCOMPLETE PLANS DO NOT USE FOR 8B1V ACQUISITION \\ R R R1\ 100' 0' 100' \\ \ s\� W� N� �� GRAPHIC SCALE \\„ \ I1 DOCUMENT NOT CONSIDERED FINAL \ I UNLESS ALL SIGNATURES COMPLETED \,, \ \ \ \ ) \i ce / N •23'36' // r / 976.83' �e ,, : A : :ci, .i. ) ,, \:Ili v 9 ) . .. m / — sd - 4 A . A A ± } ''-----'''''''''''''''....:--------- ••• \ N ...:.... \Ilk ) .. • 11, .,..a i:#1,'..''' _ , 71144 aa , ''\'' ,\ 'r t .V, a \... an, ar ) .1' 1 �R�r ''� \ K T L N��A PRICE \\ D AL I C. IC / ��L 11, _ . .� 2 PG 65 / 41 P TE �' / D 6 F —+ tl r/;?. . ppr. /7,. . it , i i / ' / 61 V t 4. \'''\ \ ANdrA R o :,�/,, .fi' .r C AA ° re ,. TCHLINE SEE SHEET 19 CL Mp,TCHLINE SEE SHEET 18 El CC rn a / IT C 2 N O ti MM O W ON wr— w,—. N E Z L Z L i J 1.1.1LJ TTJ--LLJ j 1223]ones Franklin Rd. Raleigh,N.C.27606 LO ~N T ENGINEERING License s: 9 518077 F V) vD Fax: 919 851 8107 EW 4 w movesTEDESIn-crS/ees-CONSTRUCTIONOBSERVanON ww `S ING/DESIGN-aRIDGE/ST ICTURE DESIGN CL WOW P:(919)878-9560 8601 Slx Forks Road,Fonda 1,Suite 700 p 8 o NC C 27615-3960 License No.F-6112 ,_C Engineers I Construction Managers I Planners I Scientists NSwarwskIccou vCC� `esponsive People I Creative Solutions PROJ.REFERENCE NO. SHEET NO. M CD SITE 14 -L- STA. 208+07 PERMIT DRAWING SHEET 33 OF 60 400 ,,1I\GLI SI 4:1 (skewed 108*) 3:1 (skewed 108*) 395 390 XISTING DAM 385 EXISTING ROADWAY 380 NATURAL GRO► ND 375 L V 72" RCP-IV (BURIED 1') 7306P80. 50SE'D ELEVATION (length=300 ) NWS = 372.4' 370 o — W 80% WI a0 PROPOSED ELEVATION -150 -100 -50 CL 50 100 150 = 370.90' N=W Q�� `O 0 5 10 PROJ.R57EFERENCE09 SiSH X NO. EET-95 NO. N R- � . .cccao: i!111111!P! 10 i1 111111111M11111111Q11111115Q1111111Hd11111111d1111111N11111111Ni11111111i1111111111111111111iN1111111iN111111!ri11111111i111111111k11111111YA1111111111111111116111111116111111111611111111rN1111111iiN1111111iN111111A11111111k111111111NN1111111g'1�1111111i1'1111111Kii1111 1Ii1111111iiil IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PERMIT DRAWING 1! 11111111111111111amo...... 111111111111111111111111 SHEET 3 - 11 • F 60 iI IIIIIIIIIIIIIIIIIIIIIIIII I I I I I l IgIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I� III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ...... ..I 11111111111111111111111111111111111111111111111111111111111111111 : ':':: ::::::: :::::: '::': "'::""::::::■■■„■,■,■ - ---- ��:::::::�� 1111111111111111111111111111111111111111111111111111111111111111111 '�' CIIIIIIII' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII""""""""""I """"'iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil ,. 1111111111111111111111111111111111111111111i1111111111111111111111i111111i111111i111111111i111111!■1i11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 G L I r . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111111111IIIIIIII1111111IIIIIIII liii 1!!l111"'II ummi ii11111I1111111111111111I1111111111111111I111111111111111111111111111111111IIIIIIIIIIillilllilli111111111111111111111111111111111111i111i111111i1111111111 minim 1 III II II I II IIII III III�� 11111 11 11 11 11 1111 1 I II III II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�� ..... �...,,.�.... HIIIIIIIIII .■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■. .:: ._ IIIII � ■.1d....IuuII 11111111 5 nnnnnnnn:::;; randnnnn �""�`�111111111111111111 111111IIIIII111111 II III LAN ...:IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiNi�liYl�l��ll�lll�l��lll�l��l�llll�l��lllll��l�■■■■■:: _ 111IZ'�i111 r n: :::::■,,,■, ■,,,,■ nnmmmnmm�ununnnunnmm� '��111�1111111111 1 390 :1 : s mmn �..a_ �� a rac�La:oa�i -a_ nnuom - �.- '■111111111111111111 ELI - __ II ...o�� Wail I I _ 380 II II ea.�.eo. I I 1 1 : '1 11 1 1 1p 1 1 .... 111111l11l1 1I11I111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111 IIIII. ...■.11.1..■.■.1::::::::11::1:::::::::1::1::::::1::::::1::11:::::1111:::1111111::I II1:I:�IIII11111111P11111111111111....11111 , „2 , ■ 11111IIIIII11111111111111II11111111111111111111111 1111, !111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111191�111111111111111111111111111111111111111111111111111111111111111111��lIIIIIIIIIIIIIIIIIIIIIII+IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIII r■■r��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I� ;. i��.....■■■■■■.■■■n11111Ir lIIIIIIIIIIIII, �j111-uu!n:: ■■■■■■■ - .�� :::::::::::::;::::::::::::::::::::;;;;;;;In IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■■■■■■■■ ... - - --- - - - - __., __ _ .. ............��iii111111III�iiiilnl.l_1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111�:i'�s::11111111111111111111111111111111111111i1111i111111111111111111i1111111ineiiiiiii1111111111Illllii1111111111111111111i111111111111111111i1111!lFE9�ElIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIi11�1111IIIIII11111.11111111111111111111111111111111111111111111111111111111111111111111111111111111111 .`!�� IIIII III11111 I, III � � b!!! IIIIIIIIIIIIIII!II!Illllllii!!III!Illlllilllllllllllllll_II!Illlliil-IIIIIII I� (IIIIIII _ ___ ___ __ ___ - L �I IIIII 11 l 11111111111111111111111111111111111111 WET NDS I11I� 6fll i_i111111111111111111111111_I.1lllliiilliilill!l1111.1.1111111111111111111111IIIIIII1_II;111ii11111lllllll1111111111111111111111111I11111iliill1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111III1111111111111l1I.I_11111111111111111 ° III111111111111111111_IIIIIII.111111111111111111111111111111111111IIiliiiiiiiliCi11.1iiiiiilllll11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111ii' .■..,.I„ r ;111.,.if:r111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111iniiiiiiiiiiiiiii.l.n 3.7 0 IIIIIII IIIII IIIIIIIIII11111111111111111111111111111111111111111111111111111111111111111111111111111111I11111111111111111111111111111111111111 / 1 1 1 iii11•••::11:1::::::11:::::11:1:::::11::::::1:11::::::1:1::::1::1:::1::1::::::1:11:::111::::::111:1:::::1liiiii i 370 ■ ■■II■■■■■I■■■■■■■■111111111111111111111111111111111111111111111111 """""""" """""■■''■■■■■''■■■■■■■■''■■■■■''■■■ �■ ■■■ 111�11111111111111111111111111 1� ,''"""""" """""""' ii'i" 11111111111111111111111 ' 1111111111111111111111111111111111 1 360 1 ■■■■■■ ■■■■■■■■■■■■■■■ ■ ■■ IIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiiii ' ""' ' ' 111111111111111111II.i.....�..�...... ...��....... 11....11.... ■111.1�.. ■111■■�■11■■■■■d■11■■d■11■1■■■■ 1 1111111111111111 11111111. 1 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ k. 11111111111111111111111111111111111111111111111111111" ■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■•■■ : IIIIIII 400 I nm y�y�rui yr. 91YIiiI��s� 1P■■ 11111111111111111111111111111111111111111 400 �, .." Illlllllllllllllllllllllllllln■n■nnn■nn■:::1: - r IIIIIII ■■nn■■nn■::::::•II'-- - - ■...___. - -p��.v � A■ �,_ ■ ■■■■ _ 1 rS.w:r ■m ■ nnn n ■ nm ■ ■ nnn ■ nn �ru�lema�� I ' 39° ■:� ■■■■::■1■■■■■■1■■1■.::■1■■■■■::■1i■■■:■i■■■■�:1■I■_n.:lihi..iiu_�_u:iv RI 390 C'--il.n of 11111111111111111111111IIIIIIIIIIIIiiIiii11111111III11111111 .._ ■■■■■■■■■■■■■■■■ " """"" 11111111111111111:111111111111111111111111111111111111111 l IL...I - ===.Goifi��.---iC==7!O_! IIWHILi ' nU r- - --- =a II■■■.I _ - - _ - .e_e - ii:::a_a ii 380 cw, ....■..�........CNiA��._ is s�.GC=7i:i • ` ` ' �.,. . ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1111111111111111111111i�ii::11 elii!11::1111:11.:aioe�..111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111ii1:11111111111 i■I/ n��■nnn��■■ d�■��■nn��■�n �■ ndu ■ ne��■.■■d■ ■■ nd :=aeo_.i... '1 4 w 3 0 : •J,n. 111111111111111111111111111111111111111111111111111111 ,■ ___•_- =■e = —- 'iIIIIli7°ii11::32E1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 07 + 5/ .01 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 w :.11...:.11.1....:.11.....11.1.....11....:.1.11...::.1.1.::.1:.1...::.1.... .1.11....11....:.111.1:..:.11...:.11.....11.11...:.11.1...::.1..... I ,I �0 360 — N � cO I 1 n u a a I rr, r :r r r .r r cr rr 10 0 1D rr cr r :I .I EI :I I ril n l r u ;1 �- v / I \ - PROJECT REFERENCE NO. SHEET NO. //) ,_ \\ DENOTES IMPACTS IN PERMIT DRAWING R-5709 24 . \ RNJ SHEET NO. c \ //�/ \ , GLI //// SURFACE WATER SHEET 35 OF 60 • \, 1 `? / ��(T / ROADWAY ENGIN ENGINEER H YDRAULICS �'a I ywwtiw W kJI / \ DENOTES TEMPORARY �� / ��s B \/M *- CI //i�� '// IMPACTS IN SURFACE WATER 100 c' 08' INCOMPLEIlE PLANS * // CHRISTOPHER FOGLE 'S/0 ' /,/ 9e\k / DENOTES HAND W NOT USE FOR i/W ACQUISITION 4i(47 _//^0�/ 0 3 /4 CLEARING GRAPHIC SCALE .Z` Cl P/ / / //�_� V / / / // '' - \-19 '�\\� woods j / / / / / / / DOCUMENT NOT CONSIDERED FINAL 'T ® ek t /// \i / / \ / / / I UNLESS ALL SIGNATURES COMPLETED �/` ,—' ti 0•\\ s/ry R\ • // / .. "// / ARTHUR S.JELLISON / }\ / /\ / / / \ / / / / Otis/ / \ s I / L7 / 7." P /:p,� //ter o, \ S.� p% //� k / / // e3.e3e 2s\ TRAVIS D.ALFRF04,c��\ / // � AR -% //0/ 4x o \fie / A ® e / ,,,w h/ // X c\ V~ / Tom'' / <� / \ JOLLY GARDENER PRODUCTS,INC / / �%�T rS I / / // // /- ,,,,4r. ....." / 44 EDWARD GI 1S /// // I� h0 // kos P R 1 \ ///41 - / °°N / N 3i3r °'2 / / l l c� l� c ,. �. a // \// °s6, w // / l 2SFD /\ / d \ \ \`e�"'Fr iv, 1 1 \ 0 0111,) 3 / / a .'k / a �� \ -- WH°,Cary \ _/�Jg / PAN- OTA AND NIS ARK \\ \// / gggg��TT J. / Q/ " /I 0.01 \ �' \ rs'e. \ \ MICHAEL DIGONIe ) b :ETHCeRLY / O/ .. / 70.00' .� /•0 '\\ k }�vtV��'`' P \-....,_// %// ANkJ WIPE ./\_� // �c� I ® p \ \\ �� UR \ UNDA $. y / \ / PHILLIP A.ROBERSON �4/ \\� \ ��"' �' �S y"'�'?�/ THEfY,"�,/. CD 2\ \ /"P• / 1 AND WIFE, / G +31.00 \ ` A / oyw/ / H' k - \ I I MONICA K.ROBERSON 50.01' \\ /N `Tz \ \ \ woods / n <n[ !• / 70.00' .� V 99-14 1;q ;A / \ 531 . mac,/' YLLIS SARAH BYRD \\/ I /\ J I / PASTURE ' \\\\ \\�-R 90�\� EST S ONS \ \\ \/ hy /q� / �+-� ,'�` / I I / ` \\\ \\� Bsr \ST 10 G\ y \ //4 / "S/ Q p 'v' k \k / / I I 2'BASE SPECIAL CUT DITCH d \\ \ F r� '' P �a`` / / / /� k k /a I 1 // SEE DETAIL LC \�:\\\R�p � F ,;, ''"9s„ 'cc, \ / Po\ i i / \ O // /k/ I 1 45 / \\ ES B SY 90 Yi a,..AIN RiR4a s v Nip f 2 ANGLOBA PROPER D DE ELOPMENT ES *ANN W- 41, IPAA I I / °��a3\ \\ A a WIFE. \ (�// If O �_ \ �� ±iLi o \\�' \\ �. a*TV P se 8m. r ce t; /-\/R o _ \-- ES 0` �/ / ',Vs / / W000st \ \ w - Ti sY er 4T / /� CV ~ / / , SEE DETAIL 3 27 100 �� tk v)w //. I 2G1 \� �� _ r " �t 2.�. ..E IAL 4W30PiTC `� ., S 60"Q8'28.7°E / -L- y.RC•VO ` OVE%S ddd DETAIL LC a o et —' ( .. , \ 4\. / \ r, ♦: ' .'vh-, JAMES S.FAIRCLOTH �� _ �� \ _ �� 1.06 F �pii, ECIA 4�1T . �-.BARBARA FAIRCLOTH REASON W / J.. Isif��.��_ �,��\•� �'F J �� "'�IF *'DEVIL•C � 7. n**....... SPEC7ctUTE'IL�DITCH �� `� /�/\ O DITCH WILL TIE TO .. _ �y V CL B 7" - , / `_vY<�q,., +lam / \ U �jN , ii e Q�� I NATURAL GROUND /� EST 1 TOIIL.1 7� 4/ �//*AP 1\: "Ch \\ \ � / \�9 Q ( :I SEE DETAIL SV GF _ / //© ' `1�j®��\ �6 F°, \\ \ \ . �j \ // UE I— PUE PUE UE PUE © ® ♦ / \\\ z' '��'"' ti, F/L OF V A c �• P �' Q �� E 15 \ M°� l � a3 P�// , Qom`` ��%'''' , iz4f � I / ry��00 r / / 1v.:,%14, � Fes/ , �� ,>��m yr FILL POND WITH AN, . , �, a I \ SUITABLE MATERIAL ` X RIP RAP Ea- 7// ` (1 �cp, • \ //xi/ %/ ENERGSEE DETIL ID c�ASTURE \Fj3\ CV(0 y / - - `'. ,v-• (V 00 I1M ii.. .., / /„//4,/,4 / E , A....‘ii„... ---_ ,/ AND WIFE /� o ``�F±/i'-..-- \ \ \\\ i' \°\\\ STTEFFANIE R.WALTER \ �L' ___ _ ,,_. , ,. ...... , ...... , , ....... , ai 4., •••- oy 1de (., -_,. w " si* / \ / ` ' PGF _ 1223 Jones Franklin Rd. / Cr Q ETHERILL Raleigh,N.C.27606 EN INEERING U<ense No.F0377 Bus: 919 851 8077 /l,��/. 7 / d Fax: 919 851 8107 ■�`'�I� SJ \ S 3P22'97.3°E LLIY 1410- la `/ /� /� TRANSPORTATION rntvsrrE DESIGN-G6/GPS•CONSTRUCTION OBSERVATION /►,* V / ��°�wy \ \ FOR\-L- PROFILE,SEE SHEET NO.83 ;70(0( PQF�' aFOR -Y9F- PROFILE,SEE SHEET NO.111 9560'o \ •' ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITHs RaaQa2761 Forum 7,3960te 700 S Carding 276153960pi r50' 0' 50' a F-0112 To • • • • • 10-FOOT RADII UNLESS OTHERWISE NOTED l Construction Managers l Planners lsdentlsts N?i GRAPHIC scaLE // / / � PAVEMENT REMOVALMATCH EXISTING DRIVE TYPE UNLESS rsv-CC� OTHERWISE NOTEDnsive People 1 Creative Solutions °� v \ PROJECT REFERENCE NO. SHEET NO. /,__\\ PERMIT DRAWING R-5709 24 ° \ +tP // \ GLI /// DENOTES IMPACTS IN SHEET 36 OF 60 ROADWAY DESIGN SHEET NO. HYDRAULICS • 1 2 Jt �(T SURFACE WATER ENGINEER ENGINEER I Ca�2. / /W �,a // wtiw o-tieW k / / / DENOTES TEMPORARY 100' c c� / ,/Mr<k /, INCOMPLETE PLANS (7 •�, // a22C TOPH FOGL aq :. / •:W IMPACTS IN SURFACE WATER W NOT USE FOR i/W ACQUISITION t�� q2z w k !^/ 3 ,y /ej DENOTES HAND GRAPHIC SCALE v(�`szr // ?IF / `F /�/ ? i� // CLEARING �—�4 /7 f �s fi. "� r W°a /// ® / / �Q /„ ,'o// / DOCUMENT NOT CONSIDERED FINAL Q !' �/ / / / UNLESS ALL SIGNATURES COMPLETED / /j�� aw / / / "THUR S. ELLISON �i / 2 �W / / I / / �'\/ .3�5 �� / / o �// �- / //k lW / ////'- / Fes' 4e // °�m� I / /� / A v / / Cl l rliJr• / .o' 9 3g. VIS R / uti / A/ �`R /A \,„ P/ 419 t` ,�(b/ AR ti /BB�p 2s'P\ °N° // / ae / ' /S R / CS//r \ imerik. Y Y Y Y / \ 42 1 / SK #� �� o .w ,Jr`� /aa x rNc ° \k4b +�0C ( 7A�-•• L..tt / \ JOLLY G•RO ER PRODUCTS.INC / % �, I - ///- :a,," 11111440 .... // ,,,,•,,,7,%•.,...7*;,,,,.,.../ \ �g4f / /i t�2=yJillhil ' - / �� U . / = /Alt �, L \ 0.k \ _ /•V ��\ \0' Wa as OF��., at6 \\\ //. OTA AIGDONIS ilir7" \\. \// / / 421C7 n, :tt f `� J. YaL O/ Q �° / ..01•• �� y ��v �k rae. y� vv / MICHAE� DIGONI 1pD / ,. • k W11SE _ ,/ PHILLI' A.RaBERSONOaU � � . ^ / M°'M�� DA 62. A (;�) ANn 'IFS. / rD 4 r,: NLEd� y Cy / 50.01 0.. �at v c, �{— o� 4444 yw k V /I MONICA K.ROBERSON/ 70.00' .� / ,.. �'-;.��1• �a 4z6 at ,/ WOOD ` �h \\ �`� LLIS SARAH BYRD �� P - '' / \ a I I -- TURE °' �� \ � �s *` a.,+ oN `�v, /�5�'� /R / �- ! a zks o 0Illb St lie �k � '/ I 2'BASE SPECIAL CUT DITCH v-- v /S. P / 2 SEE DETAIL LC � '47 v�� Rc ) JI �/c s t � �� a ! I 1 ♦ �� ° "Pow pt, / / IA // ® . o THIN i / /°p �. .ND D- E T. �F Q ��.. • ��• ►I - — /; tri,itisiort30,; 10,..* � �� \ te( AaWIFE. ,\ 2:\ ,� �� —L P-- -`\� REMQyE ;'��fi�� P ••N- OTC TANYA - / \ i at ioe + �— . ✓ Ale F � � �- vw � '> e CL P/' P /sa ,r �, 0 / v/.4/N % r.(v� fj-A \.....> \ 2 e��ECIA \ W ES O. B (r /�' 21 sv . s i'R °p°s CV N A I •IIIIIIIIP.�- SET DETAIL�� \ y�/,: / -all .1111114, a A F1 \ LIrir N= S 60'08'28.7°=� S„Rc•va.. ► �� ovE/s / • :ETA IIAL J /- � . I —_. • �. .. \ /'- \ \ etih r, S S LOTH (/� — '- mP "'y' AND — ` — fir- `\�� ` \� _` r E'.. 4'�1T :ARBARA AIRCLOTH REASON / LLI LLILLI ;��.► V/ /I A _ �� 4 4 1 ii�.� '• P� rV � .i 4 4416..i •C lik Z V) N�0 / / I Ilr i •r I —4,e rv, �Vim\.. '\ .„,/, - : Is • L DITC. WILL TIE TO ` b I�� f0 \ \ �� / F NA RAL DETOAIL U \CL EST 1 TON �:., , a / %r l bt i�`-. \\\�\ �...\ j �al ///�\R\ Q f J SV GF / 111NO 411, �� I, , C a' / 7fir �Q E Q / PUE PUE 'UE PUE . 11 ,/1, � �< `� SITE 15 � _ 2�M�'� iilk� "`�� F ""<T /t i / A� 413 ��I / WPM% �2 ary •144: L7‘ , *., -....., 4- * Q a ,, / 1 \ 7\ SU a O E a ERIAL m�. / /•; \ \\ r A fil) 4 \ V I P`/ > \ S;3r �� I s \V FILL POD W I � \ '� a v 2 RIP RAP \ \ 2 _ lb Q! �1// 2 1 1 # / ENERGY DISSIPATOR PASTU:E09 F', (V h / CP PHIL LIP A.ROBERSON / SEE DETAIL ID ` r csi AND WIFE, I �2 m/ W/CL RIPRAP; j • to 'r ONICA Kcc / .ROBERSON / �/ -Y Q y �C/ 1� 11III / �,6/ 3 17 \ 7�kI o, e3s�. \ A 1 �e� ;ra ii �� me r� � v IAAND WIFETERm 7 1 44 m �409 Cg. ��J A t 14 v�q v ST FFANI R.WALT R ke 4/ 411 C .. \ (-�-- 404 rt," , •9.. a0^ \ 'v' p(/ ;- 1223 Jones Franklin Rd. > y 5 Raleigh,N.C. 0377 w q0q / ' EN SNEERING U<ense No.F-0377 ESIGN N \ / Bus: 919 BSl 8077 > rv. TRANSPORTATION PLANNING/DESIGN Fax 919 881 8107 S 2' 7.3°E nmwol�Crv-amCTION BRIDGE/STRUM.ION /\ T CIVIL/SITE oaslcry-as/oascorvsmurnon OBSERVATION CC LU F/OR\-L- PROFILE,SEE SHEET NO.83 ;70(0( m6 p0e o FOR -Y9F- PROFILE,SEE SHEET NO.111 660 o s Raad Forum 7,Suite 700 'o FORDITCH DETAILS, ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Caralina2761S3960 O em o.F0112To SEE SHEETS2D-1 THRU2D-610-FOOT RADII UNLESS OTHERWISE NOTED Construction Managers l Planners l scientists ,.` / / � xPAVEMENT REMOVALMATCH EXISTING DRIVE TYPE UNLESS m,CCU /// OTHERWISE NOTEDnsive People I Creative Solutions \ PROJ.REFERENCE NO. SHEET NO. N PERMIT pRAWING SHEET 37 OF 60 SITE 15 —L— STA. 278 + 80 420 •L.GLI ill 4 :1 c skewed 72 . EXISTING ROADWAY 415 NATURAL GROUND 2@4 : " RCP—III - • • i. =174' ,/, ,, 410 E NWS = 410 .2 ' /1 . 0. 98 /o L U PROPOSED ELEVATION 1 =409.40' . 1 PROPOSED ELEVATION w 405 07 col E —100 CL 100 w a ]o N�m N Q N=W ,CCD I `° 0 5 10 PROJ.REFERENCE NO. SHEET NO. N R-5709 Si X-229 Eiiiili°Rllllli lllllllll°IIIIIIIF IIIIIIIIIL"i1111111L' 11111111Ni111111011111111i111111110111111r IIIIIIIE11111111110111111Ni1111M111111111i1111111L11111111 II111111IINIII1111E11111111111111111113i111111111i111111M11111011111111;IIIIII 10 t 20 0••• 140 150 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111IIIIIIIIIIIIIII 111111111111111111111111111111111111111111111111111111111111111111111111111111111111 PERMIT D RAW ING • 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SHEET 38 OF 60 : n„ ■■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIII 1lillllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIi�IIII �� 111111111111111111111111111111111111111111111111111111111111111111111111111■■■■■■■■■■■■■ ��■`■■■ ■"■■■��■ ■"■■■��■`■■■ ■■`■■■■■■ ■ ■■■■■��■■■■■■■ ■ ■■■ ■"`■■■■■ ■"`■■�111111■■■�■�■■■■�■��■�■■■■ 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111•��11111111111111111111111111111111111111111111111111WIY1111WW11111111111111111111111111111111111• ••1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111�IIII 111«•°1111111111111111111■IIIIII;111111111i11111111111111111111111111111111111111111111 11111111111111111111111111111E !!!!!!II 1 .-0w0= : i -- "'11111111111111111111111111111111111111111111 1111111111111111111111111_ " " " - --- ■!__�.=__■�_. -•...�■■.. 1 1 IIIIII ■ 1: 1'-:::a° .............1....-■ ■ -- ■===■ ■===•::::::::.:::.:::::::.......... .. .■■■ ■ . _ ___ --=■-__ =a■==: - . . : ; '.C;"111......'2:::.::.:■■■■:.:■..■■■::.:■..:■::■..::.:■11 iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil 1111111111111111111111111111111111111111111111111.......1111111111111111111111111111111111111111111111111111111111111111111111111 1 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 1111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 12 + 50.00 ■ 11111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII "'••••••••••••••••••••••••••••••• ••••••" " 111I11I111111I111 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111N111111111111111111111111111111111111111111111111111111111 1111111111i111„IiiiiiiiiiiiiiiiiiiiiiiiiiiIIIII�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii Illll1 " " " " """ """■■"" 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 lllllllllllllllllllllliiiiiiii1111111111.....'...■' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■:11111111111111111111111111111111111111111111111111111111111111111111111111111111111.I.........................................................■■■ ...l '•.::.::nd...nd.::.:n....:n....::.:nd:.1 .ono■ 1 .d■::nd:.:■::nd:.:..dn:on■d.::nn■:::nnnWW■d.:::■■■.l11111111111111111 -.41E . 111111111111111111111111 ........................� ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■11111111111111111111111111111111111111111111111II!1AAPI ........IIIIIIIIIIIIIIIIIIIIIIII.................■■■■■■■.IIIIIIIIIIIIIIIIIIIIIII ....................................... 1111111111111111111 IIIIIIIIIIIIIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■o■■o■o ■■■■o■■. ■■■■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ nnn nnn ■ n. ■ ■ n .:: d.��.: d:.:nd::::.: d:: d:.::. d:.:.1d:.W::. ■ ■n n nnn ■ nn■ nnm ■ n ■ ■ 1 111191111111111111111111111111111::■■■■■■:■■■■■■:■::■■■:■::■::■■ :::::::::::: 3 0 ••••••••••••••••••••••••••••••••••••••••••••••••••• . . .... :.:...:..:......:.::.....::�......:.::..:.:::. oea.n 020 0.1 e ■ -'-I •--•■ '""" 1111I111111I111I1111iiilil11111i1111111111111111111111111111 IIIIIi11111111111111111111111111111111111111111111 b'' .�.■... ■■■■. ...■■ ...■..■■...■..■■■I 11I111I11I11111I111111111II111111111i1111111111. .■..■■■.■■■.■.■■■■■..■■.■■■■■■■■■.■■..■■■■■..■■■■■.■■..■ ■■■111 ■ moom m■m■�oom■mm000■o■oom000■o■o■■o■nnn. ■■■■ nnnnnn■■nnnnnn.mnnnonnnnonnnnnnn■ niio r ` 1 2 + I � . S o.d.Wun.d.:n■d.W.:n■ .:nn■ 1i111111iiuiiiiiiiiiiiii1I111111I1i11111111111111111l11111111111111111111111111111111111111111 ••••,1111111 '1:1 . i. ........... 1111111■■■■ ■■■■■■■■■■■ 1111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111111111111111111...■...■..■......■..■...■. .....■■.........■......■..■...■....■■■..■...■■■■......■■■■...■..■■■....■...■..■.. ■"1111111111111111111111111111111' ' ■■■■■■■■■■■■■■■■■■■■■■■' iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 1 ■ no.. .� �:.:nnn:.��nn■::4r ■i■ � S�� i::P �.�� .�.��. nn.Wnn:: 111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiil •••■■••..............................■■■....... ■••••••■•••■• nn.n. ■�J1■ nonoononoo■■■..■■nnunnn. :io■loeiia .■...■■. nnnrAa■o■ ■ 3:\ 0.020 — WM ili_11111ii11i11i1_1i111_ __ _ __ ___ ___ ___ ■ 11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII :■C=-■C--=■...iG..a■--■■-- __ ___ =ii---■===■G==71= ■�__ __ ■■___.___ ■===7C--a■...■sa■:r IIIIIIIIIIIIIIIIIIIIIIIIIIIII ■■�_ - "r' I i ■■■■■■ "'■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIAIIIII 1■.�4' ■..■:.11 )- ''7 1111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII;;IIIII 11 + 50.00 ■■.■...■■.■.■■...■■■■■.■..■. 11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■■■■■■■■■■■■■■■■■ E 1111111111111111111111111111111111111111111111111111111111111111::: no■ :.:n.d.W.:m nnonnnnunnonnnnnnnnnnnnnnnnnnnnnm 1111111111111111111111111111�1��111�1��1��111 ■...■■.:.■■...■■■■■....■■■.■■■.■.■■■....■■.■•111111111111111111111111111111 111111111111111111111111111111111 ■•••■••■••■•• I 1 11111111111111111111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiill11111111i111111111111111111111111:1iiiiiiiiiiEEiiiiiiiiiiiiiiiiiiiiiiiii!!:::nnnm. imnn..:onn,.:nn,.:n.: ,':'nn■n I IIII III 1■■■n �.��.� .��.�non�non�.�� nmm�nommim,nnnmmnmnnnnonnnnnn■.■■.■■■■■■.■■..■■ �� ,■^■��...��.� ��.�nnn�.��nn.��4nn. .�n.4��■■11I111111I111111I11I111I11I111111I111 X ■■■�� i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■111111I1111111i111i11111111111i11i11111111iIIIIII�11111111111111i11111111111111111111111111111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ a ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1111111111111111111111111111111111111111111111111' ---- '7L'�6d Co•JL" 1I - _ _ _ _ __ __ ■---■_ .. =■---.. ..---■---.. =■---■. .■ ■■__-... ■. •••••••••••••••••••••••••IIIIIIIIIIIi::�1111111111111111111111I:11■•°°•°_= G■■■■G■ __- ;;iiiiiiiiilillilllitiiiiiiiiiiiii:■ii■■■ilillllllllllllllllllllllllllllllllllllllllllllllllllllllllll1111111111111111111111111111111111�11 111 I fit I IIII IEIIIIII IIIIII I IIIIII IIIIII 1111111111111111111111111111111111111111 III IIII IIII IIII I IIIII IIII I I IIII III �l��IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■■■■■■■■■■■■■ 111. ... . ■... . . ■... . ■... :: . ... . ... . ...... . .... . . .... . ...... . ... . ... . .��...��.IIII,11�111111^I��11111^,�111111�1^III,1��11111,1��11,1�^I�1111,1�1111,1^,� �1�111��1��1�111��1�111111�111111�1��111111�111111�1��111�1��1��111�1�1111�1��1�1111�1�1111�1��1�11 ��1�111��1� 1��1111��1��11111��1�111��1�1��111�1��111��1�1��111��1�111�1��111111�1�1111�1��1�1111�1�111111��1�111�1��111��1�.��...... ...... ........��..... ,,...... .■...,.��.....,.��..,.��.�....,.�....,.�,.�.... 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111`i�IIAl�ilii Rilii��IIIIIIIIIIIiiiiiilliiiiiillllliiiilliiiiilllilliiiilliiiiilliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii1111111111111111111111111111111111111111 C C o IIIIIIIIIIIII 1 II I I III - 11111111111111IIiIIII, ,II,I,,,,,,11 i l o ■ l .■■l,-- -- ,- - --I -- -- , - --- I - ,- I - ,IIIIII ,II ,, III ,, ,I , , ,II, II 4 ! I,,,I,II,,,,,,I,I,,,,I,II,I,,,,I,I,,,,,,II,I,,,I,II,,,II,I,II, I,I,,,II,I,,,,,,I,II,,,,,III...,, ■ II„I■ I, ,■ ,II, „ ,I,I, I,Illlll I 10 + 50.00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII o!w a a a o o I 1 1t� II Pp ii I1 i1 11 1� _Y90 ..:1r 111111111r.�111111111c�1111111 _.� 11111111.�11111111 1111I►�........p..111111 1111 111111111111111111111111111111111111111111111111111111111 QcC� p' PROJECT REFERENCE NO. SHEET NO. p, INSET A SHEET R 5' 35 c. 00 RAN SHEET NO. I V ROADWAY DESIGN HYDRAULICS II ENGINEER ENGINEER 'yyQ 1) U rDOCUMENT NOT CONSIDERED FINAL 0 UNLESS ALL SIGNATURES COMPLETED 1 1 _ COLI.T 1 ° t fit fr SG JIA� '' rj, F di g/ " T ID A' LATERAL - - via. W��'— 4'BASE DITCH 1 W/CL B RIPRAP - , \ O ('v'� I SEE DETAIL R 4,011111' owl.,,,-4' SPECIAL CUT 4' M P1.E E� LIZ C �I'i V: O RPRAP H BASE DITCH W SPECIAL CUT FALLOW A E. - \ ` /I1,,,, � uc B� W W EMOVE HW 6'BASE DITCH 0 E--- C--------------E ? 7f \4 SEE DETAIL SEE 6ETAlli s _ E----E E E AND W/CL B RIPRAP QO�/, � ' / I REMOVE HEW _ �� LUG &FILL SEE DETAIL BA E AV tr_ ---"-----_�`_ / lim_glA n 'EXISTING R/W C MON. - P' I,Y`AY q ---��D----�—T � _ ..—��WI TOE P.•TECTION a Alit'-'' � //r1� 1 � W W y.J ui.r r. t r�I C —��/i�-_ iy SEE D' IL GA SPECIAL CUT CH ii r '-. •••• ' anrr nuuurnrrrnnnrrrnnrrnrn- �. BRIC _ SEE DET'L A L v Li j .ne.. nnunnnr `., !,r.a �FiL7 G--- c -- �� „��_p_ . s" Ari m N N :RICK `,--0' n, .�F \ r,,. REMOVE HW 0 0 W..c �__I/%II%II/ �► :I ` - -}\ R r r rr i r r r __REMOVE EX. ____ ___0II W= icu�w '-___ 'I WW " \ uu RE TALL• •• 0 0 __�___ - Fo——— J N -M -2 . , s i s _`r v :�� S._ - BST y, HW TRENCHLESS INSTALLATION O r7-ra--s----z--- �.r� s J,UAL rrr6---s----�- �I — � ————— ro ry ra Q O -� __ ____ __ r '= 3Y SST�� 4;}GELDED STEEL Fa rva ---- • O o IIGI 0 •0 ---- -- r--- NC 2II ABERDEEN RD 25'SST \WPM ——T— 00 GUARDRAIL !r♦1•'SIYIA ,�•. ,r2 -FQu rir MTL'__� -- CO .R ——rr—— —— —=rr- - - •q e �" limo.. rum—mil__ �.. .. .. Ahabdb J. ii e _.6 r. . „„ .r r. s. W W .4 .Y�e.J. —100 PR I BS-1 SEE 15"RCP-III 2GI-A 'm _uWOOCS D� ETAIL YC 2GI FS-II SEE DETAIL YC � INr H AIM %, PJN 15"RCP-IIIPifflE 11111ffl 1 _� � - N rilailiffliP t •f FS-III SEE DETAIL ZC ...PECIAL LATERAL V DITCH viol 1 �► 2GI —00-400 WILDLIFE tn ��) 1/11/110111//11111/dRu• C __-- �..:1 �I W 5,.R?Al 2GW�.00S CROSSIN _---_ �G ��1// /IIII�I��•r-_.• SE.DETAIL E J 41111111111 -0 Zzcl In _„_. -_III �h d�11 \�ICppl F _� 1111111•... ..�� ' ��cn /, � AIIIiiirAl __ -�: rsR1l r•1I IY911-I-n•i(�� .� exlsliNG ww _ J . i?. ,r�l �1 © 11 uric //�,, 2GI , 6r • , v +� BM 26. �= �� =� TOE PROTECTION 1�1,1 N AIM,: 1 LJ QC F ENE 4742688' �J ®F s9t� E INSETsEq ETAIL GA `` G ' E. 4 : STA. 408+45,56 1' .517 G't.if` 0 • SITE 16 s F RR SPIKE INGHT G tikla"' 0 REMOVE PIPE Lc) VP .. / FI •TERAL 4'BASE DITCH CV I- :> SG E ,, ;;, ,, •,, SEE DETAIL WC 0 U V -, I i > 25 0 25 50 PERMIT DRAWING w I. " SHEET 39 OF 60 cn 2 SCALE FOR INSET DENOTES IMPACTS IN CC SURFACE WATER YYQQ i ,_1 _�__ %�✓// DENOTES TEMPORARY Mfd( 0 rjQ 2rj 5j0 100 ,-1 �' /j° / IMPACTS IN SURFACE WATER P:(919)878-9560 �' " +r I NC $i,Forks atoll,Forum 1,Suite 700 .11� Raleigh,North Carolina 276153960 r' I. NC License No.F-0112 �� SCALE Engineers I Construction Managers I Planners I Scientists N= www.rkk.com vISC' Responsive People I Creative Solutions 0- 0, PROJECT REFERENCE NO. SHEET NO. INSET A R-5709 35 RMI SHEET NO. ��'ir■.SA'" '.1. — ROADWAY DESIGN HYDRAULICS - _= ENGINEER ENGINEER Y— v/ fr I \/11,0 U �425' � : 1 '' O , DOCUMENT NOT CONSIDERED FINAL �f UNLESS ALL SIGNATURES COMPLETED ¶1 ' L L �1 -1 fill4 ` S��, ice. - _ , � 455Itio 1 O FS\ ,. ____ _____�I em F 440 455 it �: IP o 44 %�� 45m 455 , �� \ fN _ 10 4 446, —� a u lIC ' �1 470 HID \ '`N ._._ /® •ECIAL ERAL — 4 DI •H W /CL: RIPRA 2 ONS L B ;• mG' - }�j 7 M M E D-.4 R •;P W SY _ t2L., " 1./ L 4 SPECIAL CUT�4' p� 35 ,� yE- C G •TEXT'E �A , A T1/ . /CLBH iET ' . W I.•.• SPECIAL a L... E-- E 7 1r*s' sEE uc, a �� W 0 • LLJ 4 E E 2 •VE H ....... -n :n655 rmi..O.I r....•tC C ® OV\E'H� T �� - LUG &FILL •. '.L i t, en J.-. r E _ _ _ - I liiA y Ey I 4ry 4 rimy 2 A ikl1 E Y. i R,L q• to �`�� IS N �.y� G 11 nn Gjig n "4�P- w,.. .TOE'PRO•E CTI•N • - w - -_ rit`� A ►i • zxr n nrr .ri.. :.- Y r r ri .. '-- Door ....... e ---`.i '75„.. •S -_ LL1 iIr Y4 .. li bb . 5� IY Lu e imur rn.c....r...... ...... ... ......ve....aul2A_!l2LOAAn'AAA3p[VPifiI/4A�trK i 7li iilr.L'ip. ii;�iiplh�r'°i?i9l'rriii auurr n-r .. C SEE DETAIL GA �- DITCH , _ "'I' �_�� ! f ,RIP RAP W2 n asA. `u L. -- .-aa. rr auie•:_... - / !'-r"3_-;14; ZGEOTEXTIL— _ ni W N gr",-:.11 i IDn111='Ililii F 9• en:..'l' is RE— fr _ _- 15` 4 awm- " i 11 nii" ..-......�_y__ s-- -,• y, _. R�_.i-W�I�3•LL114. �� ;y �� -:C+-f• p � }� � FA �, :ENCHLESS-tN V� s LAT - 1�1j �� N O __ RENCHLESS INSTALLATION h _ ,54"4Vr� ST 0 --- -- e TB� s .. �_ �.r � :ERDE 11 r - �• _ `� COLL•R R MOVE 77 - f �ry�{1 `� - -- -- i 15".CP-III IS t• - ' _ �' � - WOoi � ffr aim mI�In,` `/__ FST-II SEE DETAIL YC _ ,• . =KM ��,10/1 Z,I�I"' ,M/-WN I— U9 faVASI NIII1■M r N / 1-RCP—III WIFE A__ 430 0- _ 1 �� , �� 11 Niii13,.;i__ TERAL e il ___ ...,„ Tri- J ir- - IF( � SPECIALDETAIL E ITCH,ch I W-° - _ -n I• .. 1f_ --„ _III CR.,SSI _- Pr �J 11r s aAflfO •• a f®fflik - �� LLI \_ _—_ 2GI. _ - 4�i: O.r 'tol111 7 2GI % - ` 4' iffilliffibTakil ...nA. 6'6 F11 I� 4��dar Z o L J— S� 4.._- �- I k t.h go iLititt.„,,f,„i�I. /f■•f �, EX,G-w n --I I /\ 11 O I J m 57 TO.. CL •'I. / �r1 45 `� _ , ,a �g • B RI' y� ,, is --"A AP W/10 r , 2_ RAP y EO / I� ri V V 2GI._ .� -CEOT I x if ' F' ryV=42G 1. �� ®C_: i114,v E E . AIL e 8 1•/ 10 k Ilt.'• 3 TON' I U - 474`517 S / /' . 'IP RAP -•2 40 .'' iir F EOTEM _ ,-.- A 408+45.56 i0 I P SITE 16 'S_ - __ 8.9U•RIGHT :AN SO. ':G .� �7. c-�a, F - OFIKB"P 1 ,r /� Y \, - •,•I W m �� 42m W/7 1 •sH E• �.�I v��r ¢ �" �� „ .TE ILL'TCH ASE • N -425 `� s ' W/CL II RIP't P % - SG � 9 vss SEED AIL C 0 U V ;. m O m 0 N E C 0 > 25 0 25 50 PERMIT DRAWING LS 1'i"ii......._ SHEET 40 OF 60 ., 2 SCALE FOR INSET �// DENOTES IMPACTS IN I co /�// SURFACE WATERLo YQ i %�✓///* DENOTES TEMPORARY P.`560 ft rjQ 25 50 100 ,�; w' ��° IMPACTS IN SURFACE WATER P:(919)878-9560 -. i'i" w 1 8601 Six Forks Road,Forum 1,Smte 700 .11� Raleigh,Noah Caroline 276153960 0 t NC License No.F-0112 A SCALE , Engineers I Construction Managers I Planners I Scientists N=m www.rkk.wm vCCL, Responsive People I Creative Solutions a- PROJECT REFERENCE NO. SHEET NOcr R-5709 tj ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SITE 16 -- - S T'A. 8 PERMIT DRAWING - SHEET 41 OF 60 llll sti STA.103418.,_ = STEW — 14:I NORMAL) (4:1 NORMAL) 440 '- • 440 k 430 — - — = 430 • • TING '=v• �Ri-lllllllllllllllll� IIIIIIIIIIIIM-lllllllllllllllll� 420 1 E EVATION s 26.51' -- — ---__ -- 420 0-1 EXISTING ELEVATION — 427.86' IS NG PROPOSED ELEVATION = 423.93' ELEVATION=421.77' O cc CO co U a- tP CQ C 60" RGP L m (not buried) (length =244') c, Rice![ P:(919)678-9560 8601 Six Forks Road,Forum 1,Suite 700 Raleigh,North Carolina 27615-3960 9 NC License No.F-0112 �-D v Engineers Construction Managers I Planners I Scientists E 250 200 150 100 50 0 50 100 150 200 250 w015.rkkcom (ec_ Responsive People I Creative Solutions PROJECT REFERENCE NO. SHEET NO. cc c' \ 25 0 25 50 PERMIT DRAWING ///F/ DENOTES FILL IN R PAN SHEET 45 co SHEET 42 OF 60 // WETLAND __ RAN NO. '' SCALE FOR INSET ,yo SURFOTES ACE WATERTS IN --- ROADWAY ENGINEER DESIGN HYDRAULICSENGINEER DENOTES TEMPORARY �QO Exs NG<R 0./w _ /�// IMPACTS IN SURFACE WATER 50 25 0 50 100I G I I ** DENOTES MECHANIZED 3 I. " L * ***** CLEARING SCALE j.0 DENOTES HAND x x IROBERT IF LEE � X -' \ N .,. I AND WIFE, .• SYLVIA D.LEE X—X \ .. , SITE 18 fxo— EXtS'0./w X X � l x RR X� SITE 17 7 i �X X X X X X- �.•72"WD AND DEBORA`B MICHEAL R.WALLACE, 72^wD 72 wD • _ JORGE M.FERNANDEZ x c 3�k• A WIFE, x X - "" - "- •- AND WIFE, ro r x I JARROD MURPHY X x X X ANGELA P.JACKSON -• -- -- - JOHN GANLEY MAURICE A.SHANNON JR,v/ BRIAN W.JONES X AND WIFE, 4,72.WD JOSEPH SMITH LEAANNA L.FERNANDEZ AND WIFE, AND WIFE, k x� JOSE CARLOS AND WIFE, 3 x' CYNTHIA MURPHY 4 DARRTH McNEILL AND WIFE, JULIE A.GANLEY NI N KELLY SMITH x / LILY SHANNON-NEGRON / X - AND WIFE, NX a AMY E.JONES EEilIN MCNEILL I LOUIS C.THOMAS X a F ' r—©� KRISTIE COMETTANT" X'_ X '1 `x 72.WD a X // ICONC X S 72XWD X X X 2SFD • WOODS _. *_X X 48�" D L X I x� �X X 1 yi Cr IllI MTRI2SFD �rMTR � II I 2SFDSFD MT25F0 .�s2SFD NI.jBj� IIa qMTRa / \ Q -i _ II /,/ 1... ; ) _ * / v AA/� VI0=0.34 ws \ E3 _y_ it A C `* 3 ONSY GEOTEILEP / 1F�/ © % �\ /e PEDEST L 1 w / w• ..,.� L�CONC CONC o z SECOND RY e/ r pNC /% CONC o CONC CONC E-I / �� PROTT��/�[ IONS CL B RIP RA; CONC— ` \ /� z z ON WC3 / - . I rE �\ �� AIL GA;f� W/7'SY GpEOTEXTI� s �ONDARY _ 7SEE _= �� U I o M �/--- -a - - COLLAR AND // , , rI ► 76 W awv:i>fi .xar>:ax s .y.:� r �� !a;, PV !.'2-E r E r1 l� — EN. W ' S"HOPE. /e/ �� .'T.►TI� .� o fPUE 5'B5T PU �I�E 3 PVA�g J �t I r45T /6'BST t�P pp W Il tea ' r --ft" .r o .rII .,:.+ ): an -1 i'm r - rpA . i�l 0\. si.TA /\ Ma Lipar � � `y�w;iww_ yam♦WC_ ___O D' -�' BST [ ____' �� - �rrr ill• - - ✓gE�,, �� _ TION 2GI 2GI a e, ww00.v LLI_ C� DAYLIGHT DITCH F •• e siiN 7I 2GI �it A �- .N* I. pa• -- L GA m mnnunrn -. T ♦� c & ILL Ii ti,. _ nmmnm]m . y 7_ 1-I--: -- -- r F0-- - _ _:`,rc_ .. z �'�r o -F - iw _Fo --T- -r - - GREU TL 3 REMOV'. _.__ �ir -'-r r ° ' rT r e°-- r-- -N LLI Q3—_ I tEMOV —_-- -- .�_ - - - --- - _ NC 2/I.QRERDEEN RD 24'BST _ T T T IW/� CO .. 2 _--- rFO- - - - r a l-� p��AL-Ism _ rFH°r---- r --------4---- -- ABw/TnH +R 48 FOxx °R W> X — REBARe 5552'�� 7E87R0 --- 56O+OO- - r F ----- .. v70 C3xC1QQ�CJ(J(3V BL-158 x X X X X SPECIAL MEDIA DETAILHTCH 18" -RCP-III • - Q XI2')WD I< 1 �y�/'� �. I I I SEE NDI H. 'ti. N ? s3ta pC>t5r 2G —��1 .. ...L.. W .r.r .� ..�' ' . .� rim.Q �� c'7J -B * 4f1_�®COLLAR _ _ .- - 11°.: .,1 ./ii�l �.�i�.�e 2GI 15"RCP-III 2: - 2GI •�C,• 7 L-3 ep •'� 2GI 15 RCP-III- .5�� LO J 444 PHILLIP E.HARTE .�5-III E DETAIL ZC WOODS �S F WOODS AND WIFE, TOE PROTECTION F ' j- ❑ F. KRISTEN L.HART u m.uanu.m.uumnunu.uu.Fu. SEE DETAIL GA �� __________________F_______ ________ _/__ W -NA ____=1-_____-� - --a -- �mnnm \n F ,/��/Iy® / �\ F /\ . F^a7 NC 7 v —2SFD - L ' /W * F �-A_!1�l` *�� ° -N C v L TOE OTECTION ' J _ E E J I— X MTR '�' ��/ /* 1 T I r 1D \ �� X72'wD ?SFp •i: ,. -r r;, � �� e a .�I ,� E DETAIL GA /x, R ,Ls 0 U p\\ �dVID MMER'ELDT I* �,��.iillr'� I�n1�E ` T �:,u�rn¢u-�.. !�` \4e / /� ,y ��\ '' W ram' SHEREz C- pFT\ / FE c \v� :y � / Z v ANDUSFOUSEY 0 t 1 yi p'"" c 1..� 1 ,I, \ / \L ROBIN L.$. UMMFrtF EL DT \ *, 13 TONS CL I*IP RAP 4. I/\� �, yT \�� / i"i yi I' J -o JERMAINE E. C TT f' 4,W/3O Y GEOTEXT y'X / 'I' o „ C _ � ��7 SEE � SETBT s BYI5-34 o zNC \ \% 'y ,y .), 44 0 ,y Io SY EORTIP EP* / \ yi 4, �i / x c /c, / \ �n, ,y ,y UNKNOWN OWNER/ / 'Y / V o' -I-- -`-r=ter =-_ = rv=_� �W S „L WP �, (2,D=2.0,ds ,y \ , SH 44 'Y ----�_ ; a o aH\ SEE INSET A�V10=0.59 i4sr , \ ♦ MARK A.PULLEY —— �, 010=31.82 cfs �� 'Y >0 '1'v fy W 4, 'Y 1� N a PS p xe AND WIFE, Aq, V10=2.02 fVs �, ,y \ 4'GARY M ILLANA' /� ' �� - mow-_ —�� R`/� /600 C.N� �' TERIN L.PULLEY \ * >0 / >0 >0 >0 \ I W �' / o -0 �_�Q � -- % / �// \ \\ �' ,I�y 'I• 4, 4' �, �' \ I48 1 '� �Y //4V10 42.08 Ws y o 0 /jJ� \\ Ld2 -4�" N\ 20 TONS CL I RIP RAP 0 // I U h I o // ey \ \\\\'L / \\ �i W/39 SY GEOTEXTILE N SITE 18 U CONC 1\) CONS_,‘ /` 4rNc \ \ \ yi AO ONNVAN350 92 LY 2MTt:, c°?/N e/ SITE 17 \ INSET B .p \ B ,,,, INSET A � m,_ R 2SFD w• 2SFD ` \ IS'RCP \\e \\ , I _X 1e 2 --T-- \� / /, CASH E. x sFp �.•- \\ A F //�/u�!/// i r'!�E ANDT WIIFE, - g 0�0P \\\ /� � it u. a KIMBERLY T. 3 / `q\\ /(1I Ad 60.1Iiif alall//_in N �fir, o SUTTON \\ • Ij�R� I z Elna DAVID H.DIOKNO \\ Ifl1, yUpllyjy:va• '//.• I/PP/JPP AND WIFE, MICHAEL J.SCHNEIDER \\ G rci�yz w NATASHA DIOKNO x AND WIFE \\ 11414106. •. s.. ` TARA K.SCHNEIDER \\\ I / Z CB CC NIIIPF \ r -.;% - " ti o V P(919)878-9560 8601 Six Forks Road,Forum 1,Suite 700 '" Raleigh,No/h Carolina 276153960 0 NC License No.F-0112 IREBAR N, x EngineersAlm Construction Managers Planners Scientists vwsw.rk 4,0 v�yi Responsive People I Creative Solutions cc PROJECT REFERENCE NO. SHEET NO. cc c' \ 25 0 25 50 PERMIT DRAWING Mili ///F/ DENOTES FILL IN R 5709 45 co SHEET 43 OF 60DEN/ WETLAND __ RAN SHEET NO. '' SCALE FOR INSET %j SSURFOACE WATERTES TS IN --- ROADWAY DESIGN IGN HYDRAULICSENGINEER ' %�✓// DENOTES TEMPORARY Nii +�0 ne a/w x�° IMPACTS IN SURFACE WATER ,-' 50 25 0 50 100 + DENOTES MECHANIZED 83 i'i"� A°�I +*+*+*+ CLEARING SCALE DENOTES HAND �/� CLEARING I ROBERT W.LEE '� T.----Li NN � I AND WIFE, SYLVIA D.LEE X__x ,NG as p, :: W ❑ X I X X—X SITE 18 s. X— iii Iv SITE 17 U �. 385 — . • ^wt � LWALLACEz wD I �E ,CHEA R.WA LACE r a 20b 1 KSON JO '"L MAURI •.SHA •ON R. ', D BORA.D WIFE, X BRIAR W. p •• 66 t . JORGE M.FER DEZ •' I o AND WI" J Rt LEAA•,A L.F:- •NDE' aIFE pNt FIFE, k 3g JOSE CARLOS t Asp 'F T McNEILL I41151" J I A GA�'L. 0 DWI C N. IA Y t,-- b W.ssNO x COMETTANT Y E Ja IN MCNEILLAND WIF - I D S C THOMAS 40 Sm Sb �h �� t'Io'er I KRIS TIE ET TANTANT2 a r 1 I D ti ICO am �co X �� 1 ,i2XW� X L xi c I. ligiAla "Mil 1 2. D �� e 3sp , X 1 �X I .--- -r.' '' -W'' 25FD rrx jl, \ z t I 1 1lr,' VII ,,,,, , . D �_,1MTR a'. D \ ` 2SF MTR t 4MTR 2S I _ MT 2SFD�,II MTR,, __..., „....._r: /7ry�.wrag �+ Q70=12.23 ch 11 Wp Q10=1.21 cfs r :�\ // ... _o *Ye'- j IT'. V10-3 89!V 1 1 1 VI0=0.34 Ws I � itb7, ' ,oT,� l' ,_— `a5 c� :* .. s' E / . / !R'ur'� * �-,� ii'1 el W 111.111111k4� r - 1 rf COLLAR AND wAN ��,��V / ., 1__ 9 LA , _ .�t 1-�,=, ��L f - i ^PUF . `D 1 Ri - w. r "44, .'T Y, 2 E n[rs:� ��Alm.----; PUE EXTEND PUE a /3j7fY� � 31�J�` — e ..�; ....,, ��:_„�,� • : �G�h, , ��e1 r N 457�� /\ /\ i. ri iin i y urw W -�r� sL s ioo MAP D r �: _ INIIMIII� /111�II[Fa _ _ /w ;acx,dii3 • r �r.� -F vr�iro A\ :L _ ^ /v� W W J 0 D- �� ll. !1c .9 a ��tl� a� I �j C� _9 � ��v a o LLI 1- C_I,___-\-I * c, Sri - � 7 . ETLAND - i�l��' v ..DDtw�� sEE1�C '� — G— i - -- !D ��atnn • ,GHT DITCH :dam t 9617, �ss�,r f:a V ' PLUG 8 FILL 'b _ �I� .... __ __ _ - ntoiu...- 5�- I Q C:-:- a- = __ �y-.' -- _ -- 'tea - n - -- - — - _. a + t: .. , �_ 555+00�wI - _ ro 560+00 ° SP ,,,,.. _.. D�� . 565t00= R �_ N Ils, rl® �a,-,as r� _ _ �� A�. _ T ��., ..w�=_vs� �r, ��. { �-rcur �» �i�� SEE DETAIL 1ff � _ �.��.+.i�/%��I7�sGOL AR = = - =re gaw� ��. , _ I '�+ mIbtl.• Y lIIIII ��NUIWHIMI J1 SSFA �I! 1146 W Aa► Ge a�I 'reds + Q ili "' Mi`IMEMIIIi r,:IIII,awIIIR LL«IIIIB�W.�i�.�s�.�.��i�.i V1.ge�s�A, IMkt1M 1 CO ,r 10- / �® �/4- .�.ar�1.�.� r.�.�1 ..N.6.Nx... . wgW jdf,MG 'Jj' r�AVoP/�1••0 ODS \\ F F FV. i ,i6 OOt cn 11 7, • J 9 • lrgirlitila 'TOE PROTECTION F F F- 6.....: -..w 3 d, 1 ONC 0 ifif / - t.t u u `.. SEE DETAIL GA � c A F 9 - ^ ) .K ' ' '�_ atigimu_HI ( ,t t.itttt monk Z 0 ��- ilzsFD r� �1�\m�� y, p 'n:. o F F �' �� D „ / I� F , F a J ! ' . MTR '� _�'� ii _ n,w• F F F.or `Vr �� S ' E Tln f� •�a• .�• t J 3 U �� ,\\ \ 0dVIDI e ELDT v Sr s' nm I .ut u" t..D ,, t' LL .HERE•i . T\ / %F'� w rl J �y '.::`, �/�i - ,A*4414,,inevali,iv: Z_ v .ND' :I'll-Si \,, ROBIN L.L U , -FELDT i13 0.,5 L I'IPD'•'I • r * ME ,.xE '.5CDTT \ o p1 • , �% s wrap Y .E. ExT: 1, "'� ON tl al'i'i �- 4' EE .� ET B s - c�q,-i /o� J ,y • SY 365 a-1 -i • •• _ - - iv=_� c, �„ '•` �. W I' �,A Q10=2.01 cfs ,y D Qom /' Se'y a S H , " V m —L=' _ _ S.4111k. _ rY � • T'„y o=os9 Ws /`5 4, ,�/ ¢ I 4' - -.L 9F \ Q10=31.82 cfs 'Y r yi 'Y ///J'Y 'Y , � tx ,�s??� A I ' . OX£ V10-2.02 ft4 £ �, �'GARYWM� o SIIIII, gm �� 3 • >Y >Y \ YY Q10=47.76 /s a+", a \ a `, / A/5'+ ,,��',:**N2Ak., . 'Y i' ! \ (j W >y / V1o=z.oaWso itx�o mw *�. ham' '- S�f \w * W * 1 „ , /0 / E \\L \ en,,,, ' >I 20TONS CL I RIP RAP 1 \\ 10 / �flsN7<N SITE 18 W39 SY GEOTEXTILE 411,,, \ ON BANKS ONLY •4111 So INV.=350.92 c. __,-, 12MT� �oNC�� o?�N qw.. aSITE 17 INSET B m R 25FD ' 2SFD I5'R P c,. - ��+ , 111111111111011 IlLx >fr x I / dSF0 0- P- -_ ,,;,: %, 1•� F \E J \ mowmiiiik ''^-w- �1 Wn�....- tfUTTON r \ w +' O AND WIFE• : - PF'• `/,. _ c0 KIMBEHLY T. '- \ laidi rn o BUTTON �. '\\ D .,�N DAVID H.DIOKNO % P01l1ll11111 to 111, mandli MillEIH � rAND WIFE• MICHAEL J.SCHNEIDER VA h1''''" ' / w NATASHA DIOKNO X AND WIFE \\ _ tat** t** \ TARA K.SCHN�IDER 0 ... .. vvireo,„7_,..„, cc War o 7 h,North na IREBAR Engineers comnsWdion Managers)Planners Scientists vtYL, Responsive People 1 Creative Solutions `o I 0 5 10 PROJ.REFERENCE NO. SHEET NO. N • 111111111111111111 11 MTr R-5709 S2 X-100 • 10 111111111111111131 11 X 40 50 _ 60 70 •8 40 100 -: 120 130 mum—AM _ � �Imum—AM11 ■■ SITE 17 -11 PERMIT DRAWING _,;_ SHEET 44 OF 60 ' IIIIIIIIIIIIIL WETLAN e E 780 mommor ,J lhflhlilllllll-11 4�'� ■_ ._■ s I... ,=111111111111111 MS ____ _r___ _______ _ II M .360 5I liii 350 9 .II1 � ■■ `11. 1111111111111111111111111 ,,,11I IIIIIIIIIIII111111IIIII .119ii11F .I; . :: �� YLaYG.6YIYY: IIIIIIIIIIIIIIII :t - 0.020 .�11�: ,.: ._ -- 1 Ih�E�Eillllllll II� —-----I— 38�, _ _ ;! - - ` 1 ``��IIIIIIIIIIIIIIII-II .. 37, ■■■ 1I 1111111111111111 1■1.11111011111IIII I • gn 11;;;;;:::: ■■ IIIIII1111WETLAND ■ — WETLAND ■ U. fii ai ■ ■■ Imo. 383.95 ■■ M■■ 380 ---- ------------ -- -- -- I■■"■■■III ;;- E / (' ,J 1 I _i_ ----------... 1 II , 37, ------- .... 1111111111111111111111111111111 �n I..... ... ... _ 11 1 tt .. .... ... ■. ■ N IIII11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111i1IIII -'■ ■■■■ 0.020 0.020 — 3 �� +.I h�Ili IIII ii 380 //—/ \ EM : \ m 8:7 9-1 P 3/666 �� w 70 �� w 557 : 111, •�� ,i' P:( B �ic� 560 � I 8601 Six Forks Road,Forum 1,Suite 700 .. ifjn I Raleigh,North Carolina 27615-3960 • NC License No.F-0112 o i0 i • Engineers i Construction Managers I Planners I Scientists r,i_Tm IIII www.rkk.com y 50 140 30 ;0 0 00 90 90 70 60 50 40 30 20 10 II 20 30 40 50 60 7-0 90 90 00 0 Responsive People Creative Solutions vrrL_ f P \ 0 5 10 PROD.REFERENCE NO. SHEET NO. -SITE 18 WETLANDS .a_..__.-5_�1�-104 150 CO MN MEN=MM= . MENNEN 140 130 120 110 100 90 ®0 7C 60 5C 40 30 20 `-� `• C 0 40 a ■Ir._■1EillIMMcri■c'I. L ■iL•�■lCL•■■�SCL•�411." 3Rl2 N■ r mioll ii 0.020 1-iiiEZZE 7i � __ I -- �i_ ' 020 ii i�•MM-1 PERMIT DRAWING MMIII II I�IIMIIM•I�I� ------- -III MIME . II ' - I�11■11■•I�I� 1- IIIMM.. • II I IIIIII■I I - ... ..... �_11 ■■■ ••• ■■ • ■■■ ■■ ■■■■ - �� 11 1�1:1\11■1111•11111111111 565+ 50.00 .340 T 3 Rn .pmmmmmmmniru • �■�iuVA.-■■!w YY L!1 D _ , Z`-= --- - ilimmill MEN '�!II� 374-48 •1U' IiNI•HhINIII� ` 370 370- ��1i■� -- - �_:1oll® ---- A II II 360 —------ -----IllI 380 _■■_ ■■ ■11_ II - ---------- -------- ---- ---- - - - - ------------ 150340 740 • .380 380 0 '2® .. ,� 1 370 -------- — - -- __ T-_ y �_ }- �r __ 37365 ��3) 170 • 360 366.79 ____- ---- .__ - 36n w - 1- .. . . 350 150 X, 564+ 50.00 340 740 Lo cL 380 380 aa CP ----- —1 ilp_ -41L------ --- ii a " 370 i' .- - - -373.f ----• ------------ `) .370 3 - - 0 --------------- 360 - 0 E C 0 i C w, .350 cra 5• r- + 00.00 RK4 w P:(919)878-9560 ,i 8601 Six Forks Road,Forum 1,Suite 700 0 340 Raleigh,North Carolina 27615-3960 NC License No.F-0112 o i0 —/ — II • Engineers i Construction Managers I Planners I Scientists T" p(� www.rkk.com v¢�, 150 140 130 120 10 100 ®0 70 60 5-0 40 i 100 10 20� 30 40 1 i —'l 90 I00 0 r Responsive People 1 Creative Solutions 0' PROJECT REFERENCE NO. SHEET NO. 0, R-5709 46 PAN SHEET NO. N./..10 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 25 0 25 50 PERMIT DRAWING C� DENOTES FILL IN \ N i " SHEET 46 OF 60 /y/ �I WETLAND \ SCALE FOR INSET j DENOTES IMPACTS IN \\ // SURFACE WATER DENOTES TEMPORARY \ 50L 25J 0 50 100 %\\ IMPACTS IN SURFACE WATER \ DOCUMENT NOT CONSIDERED FINAL ■1■"1 A M1 1 DENOT \ UNLESS ALL SIGNATURES COMPLETED ES MECHANIZED SCALE CLEARING \ RFeQR \\ THE NATURE CONSERVANCY • I \ • '''''''' FR0F \N RR R/ TN--_„,.........„ WODDS 44, _ ' e4, C • SITE 18 KENNETH McNEILL • OUENZELL T\OMAS No. '`' 4114100/0100441466 ,i ,_/ I DARRIN McNEILL -- - 0 i DARRIN McNEILL AND WIFE - \)S�7W, LOUTS C.THOMAS KAREN RAY THOMAS 'WQ ,�Lc) _ SH �`UINJ yE \\ �.� �TOE ROTECTION 3/TONS CL R RIP RAP/O SY L B RIPTILE 0 ISFD `$E DETAILGA MTR � IIIII SEE INSET A SPECIAL LATERAL DF H rC I �� SFoPROPER TEESANC. w000s '. ^• yLLI —�� 010=7.17 c$ SEE DETA C �` Q .. .. .. .. W/LTl IN nR d , \RRR �� , V LL.I �f V10=0.48 Ws J _ VQ a w Z W ., s- • i Q ''. PUE . - PUE _DUE D■ DUE _ __ Q \ WOODS PUE DU coNc _lj -L_ _ —a \ • W �® '�-- �T pt �'UE N F.• /9I �```` :,�_ \ /) v� I \\ V DIT.Fl SEAL 0DETAILE VE SPEC T.DITCH _ LL.I �M7A/i��f- •- �I 2GI ..�_. \ .'IAL CUT'R R� p `�� • 07: --_ C-- •" 73f�AR'7,_.ni,.,�,., N • AIL A _ y F ` N ��- -_ ..FS-I SEE DETAIL XC 4 e _ --- `- g / I S - __S1R5 __ _________C W 'LUG ELL '-_ _ ✓ - -e. :AR -- eeaRQ—RM E R �N—.IeoR\�\\ J\l � SEE DETAILA _-- \ Y�F Q SPECIAL CUT DITCH 709 2525�( 11.1 O — �� ——— — - • _ .- ` ,�.� - �— _ �� T-- @tlgp 1 :_Jl1 — =FO--- —i— —� - O NC 2/I ABERDEEN RD 24'8ST c 1 - - _ _ _ __ _ _ _ �O �� r 570+OBI -L 15" CP IIIvc y 0 .Of tan? �� s --- — — — — ems±. MONK I BL 161 �� • Ln FT( i7�r JCL I _ y�� Mii �. — 0 r�, S W 1 Kamm IfE It \o - m-7— r ,� �V LOUI51C.THOMAS C'L`'1 2GI O ,oMTR Ga N �GREU TL-3 1,, io J� �# AND WIFE, TOE PROTECTION + �" EE DETAIL ZC J " 15 •_ _ c,/ �TE�-ILE r d I I� /,/ �' - , —� to/� BEATRICE M.THOMAS SEE DETAIL GA__ ...4 '"I _ __ z 0 nmu } inirmni.nu "` C W /�� nn:iini:n:ii' - _________}Y0V_ C C - SY GEOTEXTI11 -__ ____ � tCmor SON$CLB RIP RAP 4p O � �' II� J iffigh cli Z .,I •p'ii0 MO, 1 0 L L I • �/ FV i,l/��ariti— • IJ" .—A—• CHO.. � t.� 7 W s J _,�d•��-i�, '®T E W PUE PUE a / PDE ��E ' ;0 a Z ��. ,�'��'•`� WOODS -o� 0J UCH ,o ISFCR �i © I I ��I �� .1 v MTR m LATERAL ASE DIT E V /�' PUE ,REBAR Q •DDAyy/LL�RAIS �/ SEE D TAIL YB Q `� T '; t,I' L ICY / • , • - .. .- .. - C EURI:HL�LI eY, f E E � ,v� M 'Y C�RIS 2 -o '/ ` \\ WILLIAM ARTHUR McGREGOR • a�.�� : J RUINS \.,• — ". .. • © I /Rs TOTAL PRAISE m GARY MCMILLA ELBERT MARSHAL GREENE BM "30 = II h Lc Fi 0 1 CHDURCH OF GODS \� / N 4614. 'REBAR II I„ ELEV=61941 ' WOODS I ¢ E 1,90 516 RUL.LPH S.BALDWIN / BL STA 56'3+09.88 M.RY G.BALb�{�1 I "� N SARAH GILMORE AND WIFE �I C 214.68'RIGHT t;i I o RR SPIKE IN BASE I a OF IS"PINE \ ! it i m MARY C.HARRIS 0 48"CPI-/ ------- �7' 11 INSET A ROD J . (f .•:*p ln / / / . I F b�.i o �C MARY E.BALDWIN � LOUTS C.THOMAS '7 e` PI BEATRICE MAND IFTHOMAS 24" i > ----14—'ic C RC w to N • Ri 0_ . - ClC P.(919)878-9560 8601 Six Forks Road,Forum 1,Suite 700 N Q PLLLG FILL / Raleigh,North Carolina NC License No.F-01120f ,,a (� I I 1 — ( EngineersAm Construction Managers Planners Scientists viww.rk Q�IL / Responsive People I Creative Solutions Cr PROJECT REFERENCE NO. SHEET NO. Cr R-5709 46 RMI SHEET NO. NI.41,0 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 25 0 25 50 PERMIT DRAWING C� DENOTES FILL IN \ N �' " SHEET 47 OF 150 ��y WETLAND \ SCALE FOR INSET j DENOTES IMPACTS IN \\ // SURFACE WATER DENOTES TEMPORARY 50 25J 0 50 100 %// IMPACTS IN SURFACE WATER — DOCUMENT NOT CONSIDERED FINAL i l■ll ,/ 1 \ UNLESS ALL SIGNATURES COMPLETED DENOTES MECHANIZED SCALE CLEARING RFeQR \ THE NATURE CONSERVANCY ( j �_ �''�' ExST N� � 56C �� •ooas s 4111 SalIllillgirakgL � �� •PROF 8� cn m ,� r . DA:RIN M NEILL AND IFE tail*-��• � NV D N:EN ' 6 OUENZ- L TH\0 S T D ' � 5� LoU o Slc KA EN RA THpMA: III liAl � �� Cro wQ , ',� S I F �� 3b g, TOE OTECTION All� � SEE DETAIL GA 1� � � �� - W •I 11111FD � �MTR �'�' ~ ; t� / �,�'III� : . �� / 5' •. T;. i w ISFo PRO'ERTEES AI C. woods�6 1� w, ► ,•. 1 ctto zv�F. ) r _� m l I 7 I � Jor m ` \' �y W W��7� �� , n. nI 'NC. ' � T1 7f j�V'�110=0.48 fbs a QV� CONC. 1. �^ I R R w 6� 58 w\_ �� N�IAis� 7pi"� ��i�11�' o� ��- �� wo,.sr. PUE UE " DU DUE ' JW 4�aD• DUE E ,� W LLI efeite, .L�1lbw __� / `/\_ �� IAir ¢� VryASE:•DETAIL E� w 3q0 ,�> UE SPEC E 73 TT DITCH \� Lu - s i\ /\mil /\ �i�a� ;s�.•c ie �, �.•r �. NLLIlpL 4 III -- ___c ---T --- - ..- --_�1� , a AIL XC �0 ` • iyhy�" - I O 1 II SPECI C -_ --- O mJ i - r `� _ '_ \_ a '•RQ T'i.....� 71�rtYWF� �- _ A.ETAIL A H � LLl �� Mt •� �a wage el orris —, -- TT n.. =r.� � �Fna '� I _ + 1 r � � )r •.� -7©-FQ -Fj,- - REMOVE _ -e'3 :� —* _?e1,r�' i - 0 Lowitalarizoir I-Ww _.•W_�ti:..t� -- — - -- - -- H'_ o 11zs ®1riwgis irmiwL%%amm .� SI• l ®FT - �' ao 1-FAMINAMINI/101/1111ASIIIIMUIMM e. �{� I__Strilryiliti�• ..� oMT• .'?' - sores ,},rnJ��O� • ' .EraLzc �_ 9, WW-giTi 0 01 j I em tillIPA.." �,� � � v) 0 L' ...r • am I ' llibili �_.ge16 . \ l/\i " !i _!d J�fi ,0. ��fiQj� -15 .'� pp :mrsairs>K3,* tArof s, I. i � o WJ xi U a✓ /•�, �V.,.A/°' � REBAR Q � . , I E .,TAIL YB .1 / 7 �ir— � ■ t. , , ifki,r a a T.I .� •, v• iol, E E 0i �•. ' M•'Y CatRIS 2 ..., it----iikLz °' 0 A P•-AI$ ••ulNs .. �'.'ma`s'.._ Ale - © © S� I I I .o a s w t i- G9 i o �-a M r. G• A D D:LIV:RA CE '•'SHe - . 3:. i 4Y .�.II Lc / a, - .• z woods t piH RC 0' C� ,.►� 8 3O T 190 �+09.88 I SARAH GILMORE�. RUr:i ', :�DWI lI L 214.68'RIGHT I o RR SPIKE IN BASE I "Nap, a OF I5"PINE \ - 1I i/Q�; MARY C.HARRI: o cno 1. V Is _ INSET A Raoilk. . # y f ,. F, l _.::1 cn r R /`�_ - L. , MARY E.BALDWIN I lifir .a �• C.THOMAS i _� AND WIFE, B'ATR CE M.THOMAS o " qt/•. /p , • • ,,,H A ra4e li cL ' I 1-\, .I a _, P:(919)878-9560 r: - v :.-yam. ii`:-_ - 86019 ix Fmka Road,PoNm 1,Suiteo 700 0o m - _�./ NC License NoCF-0 i'a 276153960 2 N- -- ._ Al N= y— ---/r L Enginrkkwm Construction Managers Planners Scientists xvw v�• Responsive People I Creative Solutions 0' / PROJECT REFERENCE NO. SHEET NO. cr R-5709 53 / RAN SHEET NO. / ROADWAY DESIGN HYDRAULICS x ii ENGINEER ENGINEER Y EXISTING R/W I T v 00 ic.,., ISFD ROD DOCUMENT NOT CONSIDERED FINAL - � airs - � e UNLESS ALL SIGNATURES COMPLETED 60.00' • / X N x II x w O . �Ir I iJ 1 w �� 111 Ox ,1 { f r- __",...,,, : ELE'C/, 39 31' I r ' {.=2, s ,I -N 456,873 0 0 ems - - i BL S-I 912 7822.65 I I ISFD WOODS 'X 247.36 L * CChN 1' RR SPIKE IN BA C I 1», W " W a� '- OF 12"PINE aaI MO I 48"WW 258W I M V le * * 0 0 // ---,� X R AR 48"W 250W REB ••EgpR EXISTING RR R/W __ I _ �n �C#- GAZEBOEIP / - �� 0 0 3 C3 { II3 EIP j N WOODS o—l1 0 0 0 . . p ,A0 1 I 'ABERDEEN&ROCKFISH RR 4 lji BA .W IB" CP CIW I I II I I I I I I I I I I I I I I I I I I I 1 I I I I II I I I I I I Ii ' W,, . .- .. -. .. •TANDD IT 1 N SEE DETAIL BC " MILEPOST 13 I W, SPECIAL CUT DITCH PLUG & FILL ilk Ci C C ——T—— �!� — C SPECIAL CUT DITCH I _ /9^.% C _SEE DETAIL S ,\ SEE ET ILA ___�q�B____ N --T-- -T- T - �-' ,RE OVE- - __ _EE DETAIL C -- R r rdoEa i', — HW aaEo :F r d„EQ �——___—_.E-=—=—�o�—————————— e� — '=r� T —fi�® } _ e® �L__�g _fie® ', W _ 661 i �n—�i gip - m II .i_ Nl'2/I ABFROEEN RD 24'BST I_ I �—___ a_ O p 1 .,�1 �I� Wes - — �„ 7 TEn = p� W �� — —�O O I BL 170 __ � Cy) W S. I Ia EXISTING R/W I T � � ' MEDIA's DITCH 665+/17 �A.' SEE Da$LH —_�i— 'ems=\, NO• H IIINMILIM M I IL 4 • e NV 4. Awoods woods I SPECIAL CUT DITC • \' STANDARD 4'BASE DITCH ` } — F---- F J SEE DETAIL A • SEE DETAIL L _-- --- --------- `----- --- F WOODS Z J 2 NS a B RIPRAP in��, ,.F. W � F C W Y TEXTILE `` © 0 �\ ,IA .I\ / C c J PUE PUE PUE .�� PUE F�O�� —PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE -o = F E / '\ LF �'Q. • * u PUE :> C PUE ,a, UE J Q • 1 SITE 19 ' \ - • o-, \, . Lo co N \ 0 0 _ to U V N c \ \ \ C m \ O \ m N E C 0 i PERMIT DRAWING w SHEET 48 OF 60 to 1- 2 //C/ DENOTESWETLAND IN MYD� 0 50 25 0 50 100 ,IA > R:Islsl No/h C0 o i `' " f I 8661 Six Fod s Road,FONm 1,Sui a 706 Raleigh,NeN.F-0112276153960 N m NC License No.F-o112 rv"t-,U, SCALE \ 9'neers Construction Managers Planners Scientists N=a .rkk.wm vIYLL \ Responsive People Creative Solutions Cr / PROJECT REFERENCE NO. SHEET NO. R-5709 53 / INN SHEET NO. ( ROADWAY DESIGN HYDRAULICS p0K ENGINEER ENGINEER I X EXISTING R/W nix i;.. ISFD ROD DOCUMENT NOT CONSIDERED FINAL to 6 UNLESS ALL SIGNATURES COMPLETED 60.00' k F it, X X X © a -----...0.--, _____Iii !; • �� , -5'CON� �T_ 36 m a - a 1 ,P A.,.?35 r �� o I .- _ Ee'Cv-s36o ff��,, ff��,, m 365 m • .EN 456,873 is t,3 I • 5 ; s� I 912 788 I I I !� LJ --I 6 N 3 BL S ' 22.65 L- ISFD WOODS I. P P Q ,t 247.36 L c _ Ir 0 yiO4 S R: �PIK NNBA-. iIJ * j a 48'WW 2SBW ��kk.. '2'il #� # * ,-� y- R :AR,.:J� :8 W 2SBW I ..'. I:E;•-,,. emu • n:T,' m .� r•. _ _ - "d%:'..i �n .tGAZEBO EIP_ / _‘ lilr C2 CNI :41/4/ R Ww u WD... o-i x € f 0 0Lo Aik Q 10 1— _ -_ ___.� T-n-_.__ _•ERDE ,. _ �.L-. — Ini I Q toIr I LLI uJ y„ •.- _ .. _ _SPECIAL CUT DI i i i -� ~ - ., - i -- / �'- - IAL CUT DITCH 3 7 (W - - ---- --_— eG & 11!�i�_ �� -- - - �833---- ___- -- � Ny 3'e. .y \�C��1C•� __ I C AIL A- - S.3€- �5 _ `--- ___ W d.Ea __. 7] a --'i < —'Two— �9 s= =aGO£ '_- € _—— T -- TI< — i F® �, N Op — �— -- — — --- p " -- NC 2/I ABFRDEEN RD 24'BST I O —_ OI �1T'- S I�-M. 1 r• — — -4, ,- - o 170 f' W .p_ 1/O� T III I �iS.TWT T --c-7 � v, i7c MEDIAE . Y '.' - '9 ��'� -lommmmi �I�7 SEE D �t� -.�A ^ ♦^� , 'WW1 1= I 161 Si Si IM r ..- -, ., g .5�\ - woods 1 _la , ~ Q 'IL,.' ' SPECIAL CU DIT-- 68 S -'D 4'BASE DITCH `� _ _ -- - J�s �•, L SEE DE<'„ • e. + E DETAIL L :C�i I ____ _ _��\ F i :.' �� 1 �r�i F F WOODS F \ I,I W\fi�4. 2 ,. B .. 6 \ F I r �/� 0 n.TEXTILE_ `�h = 0 _ T �L� / �� /\� /\ I\ /\ -a Z I � -� •!f, .� vO `�\, 14/ Kil W \ �� my-- 2SFD `- ` BIA /,_Z o J PUs p1 PUE ..��'� GF. \�� F —PUE PUE PUE- 'U •UE PUE PUE P/ �If ,�' ,I o $ � LF �+�, PUE m * PUE #�� PUE 0 0 PUE ,a, 'U� �! to ', 1- - .. \E �� WIC w#D OOPUE .. ..� U I-- . QC 'I 09E. ace : � '65.00 ...14:.00' A 1 x G\ '�,I ' ,131.00 SITE19 ,46.DD' 1 , \ \ 7 N \ 0 E \ \ \ _ I O \ 7 R) N \ E C 0 PERMIT DRAWING w SHEET 49 OF 60 1- 2 \ d //C/ DENOTESWETLAND IN \ RYD� 0 50 25 0 50 100 , -+, P:(s1s)•a7e`essXg `' " 1, a I 8601$i,Forks aroli FONm 1,SOi0 700 '" Raleigh,Nwih Carolina 276153960 o NC License No.F.0112 U SCALE Engineers I Cons6uction Managers I Planners I Scientists N=a www.rkk.wm QCCIL Responsive People I Creative Solutions `o 0 5 10 PROJ.REFERENCE NO. SHEET NO. C." � R-5709 S2 X-143 CO 150 140 130 120 1"0 100 90 BO 70 60 50 i 30 20 10 0 10 20 30 40 50 60 7-0 BO 90 100 0 120 10 140 150 NG SITE 19 PERMIT SHEET 50 OFI 60 •WETLAND . _ . n: /m: — tiAi/ti �:N-- _ _ _ iAil4i ____760 60 4 j`360 28 -- �- 361,62 3�n 667 + 00.00 Al�, ''n 370 .370 =mu, — . i — _MTV -- - - _ la: - •:1 A. — --�. '-- - _ ai: 360.11 MFLA 350 3,n 370 370 ■ . Al 0 it i ---- ---- ire Ia: t -'. -.--._ __-- - . . =a a-_ ____ a .. .4•rw�iaa: . �Mi _ �n cr4- ' 1IIW�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 4'= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 -o w 370 37(1■■• J x . 1 •. .._.m ii-- � s -- ---- i -- _ _ z ix ■ 0,1 0 H. L-vf:k �_ fcL on fr lY:Ar i N ooc 3in 11010,iiiel•t•lt• ' • �� MAN �� ■■ ��IIII111111111111IIIIII11111111 11111111111111111111 111111111111111111111111111111111111111111 IIIIIIIIIII IIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III ".IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 C ni lei ' _ wrap 4.9,7:/ 4.570 _---—- 0.020 �. w ,.i: `I 63.04 • .,: U7 ---- - -. - III 1111 1 .. --- . - _ - --- I §i3rai7 35$99 ■ iu■ iu■iui RK•kft Lu 3gn ■■ No • ■■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII (9,9)67&9560 8601 Six Forks Road,Forum 1,Suite 700 Raleigh,North Carolina 27615-3960 -• 6:,:5 + 00.00 • NC License No.F-0112 o i0 Engineers i Construction Managers I Planners I Scientists \ m" - www.rkk.com rc = \ Y • • • • • .• • • .• • • • • I • v¢� Responsive People 1 Creative Solutions C'cr \ PROJECT REFERENCE NO. SHEET NO. R 5709 54 co RAN SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER \ ESP \\T3 Et 60.00' / - m REONP / KRISTINA STAUB m // DOCUMENT NOT CONSIDERED FINAL I`� \ 0 / '� UNLESS ALL SIGNATURES COMPLETED ROSIE V.MCNATT-WAL X RS—x I �^ \ �ON� Ex�s.mc ae a�W �� ''''��' .. .- .. / X .Y / • �oi�• - �ORIS C.CALLOWAYJACK w .' JAC AND WIFE,L. n x � 0 �// ,, ��•'''•• APU XCAROLYN D.BLANTON * 4• HI / / Apt''' / i`- / \cgs o - , ' ♦ ,\ _ ' -. a �� © ( aR • 4) EEN&ROCKFISH 7.01.� ' ,' � / • � m 48'CHLX ISBKoIn peeaD��''• H 4 , , \ r� Woods ''''''''�� Wco0S e w DORIS C.CALLOWAY .. I coNc W • • • M ��•''' ��W WOODS E SPECIAL E DETAIEAC • m SPECIAL C JT DITCH � N �� G _ E m SEE LU !,^ '��' & ,CKFISH V\ a rt'- -- 6'\� / 0 C "\ • /\,•C - ,�Q EEIP•. DETAILA$ LLl W I 00� IVEHDEEN .. VJ _- _ia'FbL ,- --___��----c __ _ _ _ €V -Tim to uW 00° SPECIAL CUT DITCH q t — �I < T�� f,� b`W SEE DETAIL A _ -- .. .. .. __ -- -- ---- _ __�� ---- J� >.. .. --- - ^ FP6 r—— - r'' P- --T_— 0 (/� �_y_� ====rFro_ {�@--------------FF9--------- ---- -_--__--_ ___-----__-Dais--== ---... -- --------------- 0 Ow ill W _ _�_ ___ — — _ -- — -- — ... — --- -- -- �' t/1 _.- -- — - ,•. _ - ---- — =w- __-- __ =====w------_- we -w— - - - O s +OO VE EIP - �: e Pvc R _ _ :5�00 9€€0-- 2GI-D EXISTING aiw E 772----- ------------ -w--- O _© y L �,- 0 �_— u 680 a + O 2GI S 70'53'53.9"E Os Eli - * = r • SPECIAL LATERAL V DITCH `C3 < DARD TAIL V DITCH r �— �` SPECIAL CUT DITCH -----`" -� SEE DETAIL E C \mow I� SEE DETAIL A ( I �5 CL I RIPRAP WOODS > /> / C�_'h� o SE• ..AIL BB J -'111411 C 3 TONS CL I RIP RAPil. ,�\-- W N0 Wi10 SY GEOTEXTILE i't— =\ \D /\ .`w '\ `_ �, �' _ Z �'J _ �• - - r�, (� PUE r PUE PUE J „odds —PUE—� PUE PUE •UE PUE J - ____ ,�, WILT♦ Y. PUE PUE \ p'IIH I E � "ZI ' 5�\ W PU' p' CAMMIE CALLOWAY M r`tiy BRAD CALLOWAY II giLLii �JS Z; PUE \ JPU \\ \ TI TONS CL I RIP RAP PE „\ RALPH L.GALLON Q � \\ O W28 SY GEOTEXTILE NE 00 II ,I W I I SEE INSET A\ JS\.. L ANNIE BLUE \LUL. 5.NELSON\ ItCANRY \ N C PeNNO� \. 0 o SITE 20] \ ( cr \ \\ 7 r Lc) \ Fr \ • E \ 1 N \ . EL E 347.56' N 4 5,832 u BL STd9A 6469.42 v m 359.35' IGHT tr RR SSPIKEE I NBASE i' \ ,"; rn INSET A i ,-,-J \ x I m E J \ 25 0 25 50 PERMIT DRAWING 4. j �,\\ ,l �' Ti\ w SHEET 51 OF 60 �f► / V-----------is 2 SCALE FOR INSET Wit d DENOTES IMPACTS IN kot S' .. SEEFSOHEETS 2D-11 THRR DITCH IUS 2D-6 RK � �� SURFACE WATER O 50 25 0I 50 100 (POND) FOR -L- PROFILE,SEE SHEET NOS.97-98P;leiels7aesso1 11` I � 8801$i,Forks Roan,aNm 1,Suite 700 ,�, ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH R:9Llio,No.::0_0maz7s1539Go NC License No.F-0I I2 o� 10-FOOT RADII UNLESS OTHERWISE NOTED rn T SCALE Engineers I Construction Managers I Planners I Scientists N= \ MATCH EXISTING DRIVE TYPE UNLESS Qd www.nk.�rs OTHERWISE NOTED Responsive People l Creative solutions O' \ PROJECT REFERENCE NO. SHEET NO. R-5709 54 c0 RAN SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER \ ESP CP % ‘,,) Et / m REOpP / KRISTINA STAUB LOSO DOT.CUMENT NOT CONSIDERED FINAL / I'' \ C3 a I i / '� UNLESS ALL SIGNATURES COMPLETED ROSIE V.MCNATT-WALTERS as /;-� _ ' ��' _.�.- 11,11 ,,, ______ 36 E4�N" . / % \ ) ��' -�� W • YORIS C.CALLOWAY /�\�"1 �� _ T. S S JACK .BLANTON I �� \ N /I / 0 O •'''..� y' �.. ,56 S '... 3 XCAROLYN D.AN IFLANTON S ; 09�,�/ / / kst,._-: _ _,_ ___ •,1 ��' yam' 35 / APU W A.11 40:-'42771-_-__111L,,,,,,,I. ��/Pi -. -- -ems' '.�' D 48 CHL r � y � �;`. EEN&Racr,P;s;!��te�'� r, _�_... t c, � � _ � ISRKD � LU wDO� ''�� G v E M Do Is C.c . �� eoNc w .'' ��, y000s aiw/ ilk 4c<,. • W W - ru -o WOODS C m SPECIAL' T DITCH v, oil" ihr '� - / erallir&WinkE SEE D_ AIL A E W _ +r��. 1=1 .%� �\ r�� EIP., fay W��'�t. �EPDEE EL CUT DITCH ' / J ` �. �11372� g w� � !n� - - N t ,� Lys- .±r:� Ey1y3�.�1 — p' —— O N ��.Ci-f- FL ss w a. NM_rig_ ._a. __ ——— a.— ____ —�`'L O J ;_-��- Vim- r # s"Pv_ C355 -3 _• . _ si Tir- - O. , • __ W Y GS/'r'OO 2G1-D in Y ' ��, E y e -O O • y �� EXISTING Rrw U ta � �IIG`T "— :L;( 01Aklu.....__seprimilitiagW- FIg 0006 - '�_�i - S' IAL CUT DITCH / / \r ' --- a ` / ECIAL LATERAL�/DITC I DARD TAIL tl-PITCH oo, ---- �� 3J�' SEE DETAIL A -.V ' --S E DETAIL E CL I RIPRAP ,�lv55 Sh- -� ` .AIL BB --------- Awl dr illili `► — o WAO SSY G ISLE i� i% ©1 i�. I ^;1 \\ /� iL� I�Ln — MI it tili, 1 apo�s -- wiLT� � S PUE PUE—�+ PUE P 'UE PUE 40\Mast-Z; E��/\�{ / 2'�UEU V J � r,> <i� E jj??",� I :II i W rilk PU I j MMIE CALLOWAY y :RAD CALLO Y III I ,.r H 0 7 ; / PUE vPV `. r ` I 11 TONS CL I RIP RAP' �E ',LPN L.CAL SWAY Q /► + to O I W28 SY�GEOTE%TILE o J NEB .. I W \ SE INSET 345 Z a p � \ to ANNIE BLU NELSO t m '.CAMERON -RRY \ I/ a ~ 3 I NYC S �' , 1L - \ •• . ' �P�, L ` �41I m U $ V I F, n SITE 20 \ _ \ r m C { EL L<7 n \ EL / \ O N f C N 0 ELE 347.56' cn m N 4 5,832 4646 u BL STd9A .69.42 v m 359.35' !BHT m \ ' \ RR SSPIKOF EE I NE INSET A \ \\ • m \\ f I \ . l 25 0 25 50 PERMIT DRAWING 1�t1.., \ "\ w SHEET 52 OF 60 V%�►,.^ nilir;C V SCALE FOR INSET G-a.1 - ��/� FOR DITCH DETAILS, 7 / DENOTES IMPACTS IN \ SEE SHEETS 2D-1 THRU 2D-6 Melt SURFACE WATER 0 50 25 0 50 100 (POND) FOR -L- PROFILE,SEE SHEET NOS.97-98 P:(sis)878-9560 1 11` , I `�' �/ 8601$i,Forks Roan,Forum 1,Suite 700 5 ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH NC License No. 276183960 N NC License No.F-0112 o� 10-FOOT RADII UNLESS OTHERWISE NOTED rv\i T SCALE Engineers I Construction Managers I Planners I Scientists „, \ MATCH EXISTING DRIVE TYPE UNLESS m„.�k.�rs d Q OTHERWISE NOTED Responsive People ICreameSolutions cr �— MATCHLINE A SEE INSET A SHEET 72 PROJEC�RE��ON�CENO. 5HE630. c' / -- C PAN SHEET NO. ro — " _ // �I - - ROADWAY DESIGN HYDRAULICS '/- _------- \8 \-0\ —/ -Y ENGINEER ENGINEER — v -- J ^\; ---- � n / / \ ,__—• EsNd REMOV � _ -��! / — */ // / 11 I1\4j- DOCUMENT NOT CONSIDERED FINAL ,,,,,,,,/ ,3 / — - y UNLESS AL ES COMPLETED UNL L SIGNATURES / ---- � SITE 21 __\ —/// / Eye Q I NAN Y w.•�. ING /' `U y 1 M3 1.-e,• - -r---— / \// NANCY W.DOWNING \.LT\ \`W T-- / / o r �� INSET A /� ///��e ie WT �3 i T I ...."". LT \ C3 C3 1 ' . - S / / 6 ' EMO E AND-R NDE TO DRAIN 1 a e• I -ram / SM`S�eU DANNY PHILLIPS - /BS(—/ qe GON' I I\ t?3 / • / JAMES W.HAYNIE,SR. / —//PIKE 0 /- / \ I I `W \ /w000s ;\'`, > ftIw/ / /tNRj ^'�� {;31 I PUE I T �'j 46, / CONS/ x51� ///R 23 / ISBKBUS ELE.BIg1�' I "' 1 �. 5 /0 PNG REMOVE AND GRADE TO D I — 1�' m 1 �1 I \ ' \ 1 I % -/W� M� ® - LT /� 3t I \ 1 /— / -/ rCONC \ I N ER //�/ 31 000 II { \ I / / o CoN '� \\ ;N;. ✓�R /��i,xstN Pl" f oo o I M INSET A 1 `o / // / /� O / la I I I 1 .' C3C3 _ \ THOMAS F.WRIGHT,SR. 1 W SPECIAL C DITCH // /i' / I I I -u �a I W = SEE DET �% \ ..--"..../'/��/ II m �,� I\ \ I W I _ ' / "� 0.// REPLACE ." -y �' I • \ I (I) �// / / i NANCY W.DOWNING /. 1. I 0 1 \ // \\ REMOVE EX.18'REMOVE EX.18" CB- 24"RCP-III ,\ 4.\ _____- gEMOV r ` ,` L W G / / E E E E = E E D E c ___-- .AFRO.r iiiirmtisr• az.s c,Q,A z7 _ 24 ' / �o`�& r, _ =yam, <� _ s k W W / -___ EXISTING R/W I • , �L Sans \ ' R }! • �� ♦�t'= �� \ I\ EHI51 W _ 6 FO O O-- —— — : iITI -- - —-f= • Waite - `=r —— —— — — —— .. , — —-— ————_T—— T�-— ———--Y O 0 { �_ l B57 ----_, �` ,�PLUG 8 FILL 50 _ _---0 -8 �_ MEM p L Q _ ---EN RD 4 _�J�O fOel -"�jg25F- ———— _— 0 - � -,-Tr-' --_ T,� �I �'r _ OROD - -- 400 PR ---___�_-- _ _ _ - iLT Q8"PVC l -Q---------"-""- \—T— RB r,.. µ,/LT - I 2GI ,/ — - V ov O s —> _ Roo { II -� .ems Ist alL -w '- - - ELF V..C_w s N_FVC_ -.. I `- w- - --GI A- ApE• -- \ �" sTADN AIL HH Q M,M,.rvr,-- P3 I ' DET C8 G W fCB-G WOODS ROODS ' � HI I P.DET. ` G ��N N CB-G 26 TONS CL I RIP RAP N 'TERAL 4'BASE DITCH -------------- -' SPECIAL CUT V'DITCH W/50 SY • SEE DETAIL HA W -I --,IAI-;- ` 'SEE DETAIL;A _ \6'I��' T 5_ III `48 RCP-III _ _ - _ J .. F________ LATERAL V DITCH HW / i __ __ •NS CL 8 RIP RAP W/21 SY �_�\ I • ✓ „ - • - ___ _____ 8 i.EOTEXTI ._. t ``` �_______—_ „ �� `\ 111 4 I F � ��/L�1�� I I PUE , ®PU� ® PUE PUE PUE PUE PUEPUE Di E DUE O ,✓ PUEC� \7 1 II t C' + , I --===_ -=—`+11, i w W F II «« �I DUE II. I ,I :; PUE CL B RI PUE—= �\ O•U AGF �`-11t1'J1I F ,�� V.U SEE DETAI L +rl G OTEXTILE UU a E E `'�.1I i� 4 • F E J Q5 Q WRIGHT, . THOMAS F.WRIGHT,SR, THOMAS F.WRIGHT,SR. SEE INSET B 1 < IGHT,SR. U < •• G� 4� I THOMAS F.WRIGHT,SR. J CB-G THOMAS F.WRIGHT,SR. i• 1 Pi Ii 1.0 ' 4 • THOMAS F.WRIGHT,SR. 1.I f'A/ s ''\ THOMAS F.WRIGHT,SR. 1 1 1I ',NE COUNTY a- I 1• 11 �� i U 7F EDUCATION Lo m cl PSS 1 ;CI - II 0 I I 25 0 25 50 PERMIT DRAWING �1I m WU y/ DENOTES FILL INI II SITE 2 2 SHEET 53 OF 60 /// WETLAND INSET B THOMAS F.WRIGHT,SR. `1�11 x 1 NSCALE FOR INSET j DENOTES IMPACTS IN// SURFACE WATER " . ,1=TM - IIII woo' 1 0 %�yy// DENOTES TEMPORARY W� - f IIII I I E m 50 25 0 50 100 /// IMPACTS IN SURFACE WATER �� -•I I I lii11� . 44��) iiiI w �11 ICIDENOTES MECHANIZEDSCALE 111 N 1 11 1 : ip ;% P III II_1 pi EIP El tnH 111 II- 41 CHRISTOPHER WARRcc TAIL DIT 4I LLI I II 1 RISTOND HE SEE DETAIL L i« I11b — MAUREEN WO( WHIP- EII 1111 owe P:(919)87&0560 O i �"� II N t 8601$i,Forth eretl,a227 11,Suite3960 700 N " NC L9cense No.F-01i12276153960 0! 1^ "RRCRX - r\i Engineers 1 Construction Managers I Planners 1 Scientists (sly m `.t 11 www.rkk.aom v._ 11 1 Q I I II i I o f Responsive People I Creative Solutions �— MATCHLINE A SEE INSET A SHEET 72 PROJEC� O cr REFERENCE SHEETCE NO. NO ke / — vn.� RAN SHEET NO. co IP 8 _— —' / r— — :\ ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER / -\-- r I REMOV��.11 ^^It4r N 6ea7 /---- // // r� \, -- -1 jai Logita -11 ®�� '!1 .2, I I 3(- 1\4j- �338P // / 11 1 DOCUMENT NOT CONSIDERED FINAL irtN � / ,6 / / UNLESS ALL SIGNATURES COMPLETED - \ ?� SITE 21 � ' / / / Eye.,. 1 NA Y W ING i' �y 1 03 1._e,• - ---- / / NANCY W.DOWN! G t,u r n 1 �� INSET A //// 3 ,� 3 WT Ir A 1 /// j� 0 1 I 1 t, ,,5 r/b / a_ _ I 0 1 g / //// / - /I:- OGVE A,: RADE TO DRAIN 1 I p 1 r,i \SMS�-e3 DANNY PHILLIPS / /B� �' HB GGN 1 1 \ JES W.HAYNIE,SR. 1 ///PIKE RD __a, j woos 1 • N /:GP' I% 1 7 I ( 1 ��'', i/ GDN�/> xs"`'RIw� 3/j� r IS Keus ELEE.a 4-'1- 1.o CO i I �' 0 i 6P~' / / /. 5 / i, REMOVE AND GRAoE TO DRPII(J •'�,�. I m 1 II33 1 iii }� 1 _ / / �C1I C LT / LJ ',3, I D ,n ';A Sec, N OR 1 ,Ig /////o/ / 000� 11oNC I11 �/ N 98 co wCX3 ru t / Y /i ,I II o co 11 ' 1 \ / /,./ O 1 1 �I�t,> . IIV. T A ' e,AS F.WRIGHT,SR. I I— w SPECIAL U DITCH f / // / r I 1 I.I 's - 1 LLI LLl SEE DET �. _. %/�j / / I" ■ II 1 /�� 11 - W W { f.�, ///_��/. N-. CY W.DOW NG /o / o REPLACE "Mile" w \A.'C3 I 'D 1 N.004 �//o, �11 �� REM• .18�' EMOVE ER.18" C� 24"RCP III �A /,\ E p /� L ---- W / E CAI E E EXISTING EW �I_ �,I'Y ti_ E di �J[ .P.- ,'\ E 0 4,I'' APA��1ja� \ Leak /\ .► !\ /\�a4.- a :4 N c \ 1� _a e' c __s coe1K“ — ' `-'---- ` - --- -- O -- — 6.0I�——— —� ———--r— —- —_� — 0 �� NC 2ll ABEROEE, -- /�` .141:, >� • --zrze MIMI ___ --",..li: __: • CD 0 - 400 PR 4:O •I - - ROD �� ors. -T�--__ � _ _-- — __ .--tia 0 isiximin_,,, ( -it_ 1 p D 14Mill....01! _ Jv ODDS ET 29 ��W W•ODS I C T SEE DETA IL L E DITCH H VI 4 �- 26 TONS CL I RIP RAP SPECIAL CUT V'DITCH W50 SY E A A ---- F LIT LATERAL V DITCH HW /w✓ 1 J _ _F ' E DETAIL JA I -48"RCP III __ = ! I� J •NS CL B �P RAP WQl �0r %� _% ',�� /\ /\ !\� /\ /\ /\ /\ /\ 0 .EOTEXT%\ /_\ �� — d3 �� I I, a v _ —ff,=�_ ffC17 B SE \ I • III �� Lu ,_ _ _ _ _ , III F ...m III Z o J PUE`+-� PUA PUE PUE P�P J PUE �� •�E •UE r' O ,V PUE \ ' '> (> • Kilt IIII�� • E 2 TO PUE J 01 qm .t I ` IIIII�I CLB RIP P v yT ou 29e . rl' F O•U AG ,��ttt '�.,, U,u� SEE I DETAIL III;, G OTE)RILE V Q THOMAS F. 6 E E ♦ 0 ♦ '1�111. Q5 0 < WRIGHT,SR. T AS IGHT,SR. THOMAS .WRIGHT,0 SR. � �G�'.,I�Jbi N • 4. I g . E INSET B.. c' < 1\n\6r' THOMAS F.WRIGHT,SR. .0141 i I�t . '.E-G , v llllll �I o D THOMAS F.WR, HT,SR. iriP' 4 1\\ _ co '\ \ e 299 THOMAS F.WRIGHT,SR. THOMAS F.WRIGHT,SR. �'g� II I w� il \ /'` I 4 HE HOE COUNTY C' ic 1 2`�m J {I U BOARD •- EDUCATION m 1 1 I I �E — SM o A , ;AI III „ 1 o WU 25 0 25 50 PERMIT DRAWING / DENOTES FILL IN INSET B SITE 22 SHEET 54 OF 60 //// WETLAND THOMAS F.WRIG T.SR. `1�11LJ x SCALE FOR INSET j DENOTES IMPACTS IN ` . Eia,I, n // SURFACE WATER / r ' - %4✓// DENOTES TEMPORARY 1111 IF f I E m 50 25 0 50 100 ��° /, IMPACTS IN SURFACE WATER III AI « ......illilli\- . "111W711DENOTES MECHANIZED 1 SCALE CLEARING ; , - u;l , , t11 il �II�I .i P 1 w __ EIR TAIL DIT�!I �� I LLI �I CHRISTOPHER 2 SEE DETAIL L �i ' WARREN Lo Q II�'�• I MAUREEN� 7 Ina. E CONI ft P:(919)878-9560 ?„ J'20 8601 Six Folks Road,Forum 1,Suite 700 Rdeico m NC License No.F-01orth i12276153960 N= �g•FI EnginersAm Construction Managers Planners Scientists iYyl www v�I Ih` o Responsive People I Creative Solutions `° 0 5 10 PROJ.REFERE57NCE09 S2 NO. SHEET NO.98 R YY■ IIIIIIIIIIii111111iii11111111Ii1111111iiii11111111i'III11111ii11111110111111INI111111INIII11111 rI111111Iii11111110111111101111111N111111101111111t'i111111111511111111211111111 11111111Z111111111i11111111 ri1111111211111111N11111111N11111111 111111111I 120 130 11111CM1111111E01111111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 YY■■■■ 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 PERMIT DRAWING 1111111111 SHEET 55 OF 60 I 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 111111111 I 1 1 1 migian 1 I. I � 11 I� 1111111111111111111111111111111111111i11..1JL.�ISl�J..111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 1111111111111111111111111111111111111111111111111111111111 1 111M11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 , z 1111111111111111111111111111111111111111111111111111111111 I111ENr EM MI11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 - I ' 11111111111111111111111111111111111111111"""""""II 11111111111 a► ii■ YY YYdiiYYY YY■d■ YY ddnnYYY 1111M11111111111111111111111111111111111111111111111111111111111111111111111 I ■■■IIIIII111111111111111111111111111111111111111111111111111111111 ;11E P�1;; 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 IIIIIIIIIIIRItIy�a111111111111■■■■!!!!MI��iilimiiiii1111111111-IIIIIIIIIIIIIR7F,.1, is I■7d - - - 10--------------------- 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111 =====ram _ --'----'------------------ — - 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 _ _ i111111111111111111111!1111111111111111111111111111111111111111111111111111111 111111111111111111111111111111111iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiIiiiiiiiiii11111 ,� ■ �� .... 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111�1111 IIIMA11111111111111111111111111111111111111111111111111111111111 MB.,,-■ Y. ■■■■u YYmYYYmYYYYYYYYYYYYmnn■YYYYYYYYYYYY■■■■■■■■■■ ■■■■■■ ■■■■ifrm■.. 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ; . 111111111111111111111111111111111111.....i11111111111111111111111111111111111111 !11111111111111111111111111111111111111111111111111111111111111 . IIIIIIIIIIIIIIIIIIIIII ..........................I..................................................�......I......................................................I......... I-■r I 1. 11111111111111111111111 ii 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111III111 'n dnYmm ■ °II illiJ/1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 '■■ ■� �■■■■ ■■■■■ iii■■■. .....d...■■■■■■■■i1L■ � 111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ill IL iiii■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::! ,„I„I■■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIE; I • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII _aIC) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIiiiiii1111IIIII1111111111IIIIII111II111111IIIII1111111iiiiii1111IiiiiiiiIII11111111111I1111111111!.020 I IIIII 11111111111111111111111111111■■n■1■Iuiiu 11111111111M" MMII 0111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� III IIIIIIIIIiiiiiiillillllll!!l111iiiiiliilIlls iiiiiliiillliliiiiiiii Ililliiiiiiiiiilllllllllllllllllllllllllllllllllllllllllllllllllllllllllliiiiilliiiiiiiiillllllllliiiillllliiliiilllllliiiiililiiiiiill ., - iiilliiiiiiiiiiiiiiiiillliilllllllllllillllllllllllllllllllllllllllllllllllllllllllllllllllllllllll ' ;I� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111II111111111l-�.,�11� ■r-■n1■c■.e,IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ill 1 I ■■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '.:'.-;.c,: I•I ■11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII■■ 11111 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!IliiiiiiiiiiiiiiiiiiiiiiiIIII:::::::::::::::::::::::::::::::::::::ii:::::::::::::::::::::::::::::■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ X 11n:I1nli/ 111111111111111 11111 11111111111111111111111111111111m 11Y1Y111111111111111111111 111 1 �c•■.�■'nlII.""""I "■■ """ """" "" ""YY ■■"■■■■■■■Y■■•••••Y..nY.._............_nY.: ......... nd: :: ■III■■■■ ■■■■■■■■..-_ 1' '-°_ ; 11111iai ! II11111111111 111111111111111 111111111111111111"n 111111111111 1111..:1..:11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 ■iI :::■: 1 !::::: YnmYYYY """"" ■■ ' A'■■ N 11111111111111111111111111111111111111111111 - '_ - I 1111111111111111111111111111111IIIIIIIIIII1111111I Illllllll AI) IIIIIIIIIIIIIIIIIIIIIIIIIIIII■■■■■■■3 ■■■■ 11111111111 111111111111111111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 1 1111111111111111111111111111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111111111111111 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Y .■■........7 I"' ■■■■■■■ ....... ........ m ■■■■■■■■■■■■■■■■■■■■■■ ■■■■ ' ■■■■■■ ' ■■■■ " ■■■■■■ ' " ■■■■■ ■■ 111111111111111111111111111111111111111111111111111111111111 mmw'ill;l YYY■Y■■■Y�■■■■■■Y�.____�.,i_---_ - -- ■■■■■■■■■■■■■■■■■■■■■�.....■■■■■■■■■■■■■■■■■■■■■■■■■■■■ .. 1 1 _ /_OII__ _ IIIIIIY _ , III11 •----- inalr Inli■■ YYYmYYYYYmY " YY"Y"""Y ■■■ ^ .., YYYYYYY Y _" . 1 Y■■■■■■■■■■■■■■■■■■■■■■■■■■Y■■Y■■■■■ ■■■■ '1 I ■,,, �. .�. ....� ,■� ■ �■■, tc'7 : ■II■■■1■■YnY■■■■ 111Y11Y11Y11Y11n11n11Y11Y11Y11Y11m11 11111111111 ■■a•■ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIY■ 1u1�■Y■.■.II■ 1 YYnm , 111� ■■��■■■■�� ■■■■■■■ ��■■■��■■■ �� ■■■■Y11111111111111111111111111111111111111111 ■■I■■■ - - ■■ ■:�o■- ■■■■::::: 11I■■■■■■■■■■■■111■■:::■■■■■■1■■■■■■:■1= 3 YYIIY■I■III I■IYYYI■IYYIIIYY■IIYYYIII■■II4I4fhII YY:YYY■:::Y■:■::YY■:■:YYYYYYYYYYYYY■YYYYYY■YYYYYYYY■YYYYY■YYY■YYYY■Y■YY 111111111111111111111111111YYYYYYYYYY■■■.■..■■■■■.■.■■ ��4YY:YYY��4nY:��Y■� YY■.......... YnnmYYYYYnmYmYYYYYYmm ■:YY::■ ■:YYYn :QYYYYYY::■■:4n: 1111111111111111 '■■F ' / 1' '� �, ■■■:.11,.':', _ 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111E '/,1II ■■■■■�lea�f,. ■■•r n■1■n■111111>;Illlllls ■ E 11111111111111111111111111111111111111 _zw■■Y r.Ili1■■■----_ _— = ■Y■Y■Y■ ■■■Y■■YY■■■Y■Y IIII� 11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi 4 2 e 1."■■■■■■■■■■■■■■111■■■I■■■■■■■■1■I■■■■■ 111:+l, 111111111111111111111111111111111111111111111111111111111111111111 7 �:, _ • Y■ YYY:::YY■ Y■ d::YY ■ YY■ 4: nnnnnnnnnnnnnnnnnnnnnnnnnnnn YYYYYYYY ■YY■YY■■YYYYYYYYYYYYYYYYYYYi.IY■ �, Y■f.Yr Ir■YYYY■■YYYYYYYYYYYYYYYYYYYYYYYYYYY YYY ■YYm 282.45 _ ■YYYYY■■■■■YYYYY■■YYY■■Y■■■■■■Y ■i.,V■■■■ III11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111`ii iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 11111111111111111111111111111 w I1 i i i ii11 111111111111111111111111111111111111111111111111..■■■■ 111i1i1111iii11111111111111ii P:(9LI1 ce9)n8s7e8-N9o5608601 Fr0112276,5 960 700 1111111�_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II .I PIIIII II ll II II II 1 11 iI I11 fl II II II II II I! I! 1I 1 II R i `nsePeoples tCreMveSoutionsanners Scientists z,_ I �� -I�. FIRE ORTH: FeRQ�,'\w I ,// d PROJECT REFERENCE NO. SHEET NO. �1i 3 SL 3.0 I US . rvNCC g ON00 Rl/oN%s%3 13V {�-.570.9 71 00 ,/��- y, Ji B� RAN SHEET NO. O S�� •1' '%'\ OE •T€CTf pd13 / aY�eyRCP� RD ROADWAY DESIGN HYDRAULICS OP/ 50K0uS E DETAIL a INDgI D NI/ ENGINEER ENGINEER GO( \ \ \ N, _. E Q • 131jC I ;J ,\ \ Yi i niS'' uz\%3 b k +n00' \ 5e c-- ,rut INCOMPLETE PLANS ��63.00 45.00' v V _ % M a .r.. DO NOT USE FOR 1/W ACQUISITION a -1- / / 1-- _ W00 �v� `\ -a �'�a, a J�'SPECIAL CUT \ // NrD �O / �N LLIP R.TAYLOR 11 �, Or '� j<�. � / oi'� Ni Q SEE DETAIL A \ \ • ♦♦I C� - / - WOODS p l'- / a I `AP --.�- loy :�..♦ ,C, �� '� �// \ ISI-D s DOCUMENT NOT CONSIDERED FINAL 1W m II 1V 412C w��'.'.i��Will,��i�,� '�r'►�y"V•� �1 I , \\ y UNLESS ALL SIGNATURES COMPLETED i y = T r, W I Z•6LZ,9 Z...� �.I.I�.,III� i i �Q,'/I •e• C• m ;. 5 tW1 .. 7 .��i� i / i ,j .�,,4 F.BRIAN HINSON II � �Ark: / Q' / .♦ �� \ �00' \k AND WIFE. OE PROTECTION ss ytl s�� _� ��•� �� ILfO �(�� G 1 0500' LESLIE F.HINSON C) I SEE DETAIL GA • - g.�41 '�� /sV / ,.�A .t \ +68.00 \` DB 282 PG 778 BURLIN ON i i �� \ o';°5GTDO wuu.,-� . " rit INDUSTRIES.INC. F/ / \r,4yrat4 47,,4\ 3,6b 81.0 '•u+nirinn:—�� DB Sfl" 415 �7101� / / ,. �� /,, ____ _ MB 4 P 390 i 1 � p�, / 7 It — " =, - 78• %tF`� Q.`�'1 4 TONS L I RIP RAP ,` r -- `�4,\ AO SY ..EOTEXTILE , c.n *.k.- ***Ty \ \ �� •111111 1 POk.\` \Vir` WOODS , 43 0IAA/ Q �a� I VY lit I Pp r, V DITCH CN v• + • ' 50.00' \' � ,'�� IL IA \X SPECIAL�TERAL V DITCH v LV S E DETAIL C \\ a \` O'e9 ,4'\ * �' r P y c�\`� A. ,--.I / ,-, o \ 9_m o 1111146::-\ • 1\****4 \s ``' -',;',„A Iik h�N \g \ \ PF`,��*''\\ `` I \ CD \ X `• `�• '�N•�.\ BURLINGTON INDUSTRIES,INC. DB 588 PG 415 , / \-., 4` • SPECIAL CUT DITCH \\\ � #o\ \ „ - \ SEE DETAIL A \\ `\ N.a�� ``- 0.--p4�1-N- `` CD BURLINGTON \`� \,.`�\\ \, INDUSTRIES,INC. � . .\\ y ; DB SBB PG 415 v G MB 4 PG 9 SL 390 `v �A \ \�\ \ r,n -0OX C\ \\ ,\ \ NWW , L / O \ \A\\\ \ \ / \V y \ \ PECIAL LATERAL V DITCH \ + \ \ \ \ SEE DETAIL C ` v / , ,,v1 \ RETA• \\ / 's;% INSET A \ .. ZS,,,,SO S w cn F R \ \ \\\ • 48 TONS CL II RIP RAP `/,' �,/ \� v �~p \ \\; - I'V C, \ ..r 7 SY G II RIP ILE RA i) YY /�� 1 N F _ - 0- p \ IN STREAM i Y��y 1 x i'-FA •. •RW s , SITE 22A st m \ • 41 D� _ ikwa l v i \ -ktt ii�' \ 4f TO SKI RIF RA REMOVE 0: '`T� -' �Y , V'B7 OTEYTILE �` PERMIT DRAWING 1R �• om N p ON ry ONLY �� ;jV X \ v,Q�o�,o, , 1 - � �7105� ��f,- � l \ E 25L■ ■J 0 25 50 SHEET 56 OF 60 i x \.\ V , , Z� , E ■1■1 1 i// DENOTES TEMPORARY \ y N `,\ v �m �G O_ / /, IMPACTS IN SURFACE WATER , \ Noy \ c' SCALE FOR INSET x e f\ P N,. \, Z y o i DENOTES IMPACTS IN 9 o \ SURFACE WATER \ \cn \ -w• 50 25 0 50 100 , , I x �\ \ \ F ` 1i11� SCALE 8601 Six Forks Road,Forum 1,Suite 700 0icense Noh,No/hCF-01arolina 12276153960 o E NC L U Engineers I Construction Managers 1 Planners I Scientists N=a www.rkk.c m vCDU Responsive People I Creative Solutions cr / �p cr f� �. NOR IH '•k�F R n PROJECT REFERENCE NO. SHEET NO. �� /� FIRE . 3•SL 3 0 \s P` Mla o isx d13�' {�—.570.9 7I 0o C _ `Nf- B� RAN SHEEP NO. F \ RROSCS NIRRnoa� E' k \N \�e c us INI/f \ � • `I ,S� WooDm Za•I!��4 �/ ��. �. �� A % oNDij ``PD 83 ,O 0N�\ LIP R.TAYLOR ��.,.� /,�• �� QJ S. SEEL ETAI I \ //� `` ► DB 956 PG 370 • ♦�q poi \\ 1 OW o P� �1��i< -p w s I '!► `A _ w" .. h,C, �� \\ ` ISFD DOCUMENT NOT CONSIDERED FINAL 'W `LI ►► 1 , 412C _ - '—'-�.�h� .'�y�1'►�y, -Ijl / , NLESS ALL SIGNATURES COMPLETED = / ' 'OA y 1 W I �I� z al- ,�/ -..�.�.,I�� 285 i w,14 G •ATIL Vir �� 1 III �'IiQfri�� Bz za i Ally- 7.�� AA co,' f.AA ' O��v �� F.ANIDNWIFESON G 778 C) �OSEE REOTAIL G N �I(ir, swyd 91�..,.T .!y'�•�i / /� 20, ' / �(��,_t ; LEDBA D F. WIFE, . co�-•� rI ON `/I / /��e'it GTD V�VArl, �'-- ` Ln -,._-,,,Ai, DB SR'1' 1 / / . .. MB 4 F' 390 710 i _� i_ �4�� " / 11 V. r'Cr — "VO ' g•.•CA F ,1 ` Ni.A,,,,,„„*.L. ONS L I RIP RAP �— �I / i``.OF rip'. 10 SY EOTEXTILE Al X N C �� i' I �` \` ,' �l - I P woaos \ \\43 a'� �� I #. F �*A,r4 + \I \ r � '0 Ti V DITCH ��5 �� 1` ./�M t.�1 , ETAIL IA). / 11 r SPECIAL�TERAL V DITCH ` \ ��;'��4"', X LV I S E DETAIL C \ O ,,•N k y 1 v� x � � �� tlOF TO ..A.•/�� a , / ,..,-1, ---- 4.„:1„1.---alooN.V 1 lir , /U — ''''- 4 Nip6.4- —\ , ‘ .1‘4 ..`r4 '33\ 1---, '''', iti: 1 k N, ,, w,*Al pPA\;2_ 0 \ / '>, ilob, ti; 6„.„,404 - ,..,.,.„ cN„ Ni. \ '�N•� BURLINGTON INDUSTRIES,INC. ♦.,,\ MBD4 PG89P SL4390 `1 ‘ ill* "1/4 q I I k' ''�* \ a, n__, \ , / SPECIAL CUT DITCH \\\ . ��a\ ` SEE DETAIL A ,•�.,\ \ " : "\ \:: / ® �'�s X it/\ BURLINGTON �x • ,aF�\\ `1 73 INDUSTRIES, �45C `v . ��VA y 11 MB 4 PG 9 SL 390 �\ � . m , 0 o I \ , \ NO J \ N gC y \ x C / \\� \ \\• 'ECIAL LAT'•.LV DITCH xi / 1 � � v z cr m 1 RETA' Lo i I m� ti yD�\B 4R�a \, 1'/�� ' � INSET A L .i6 ��CS\2�0 o e III, r R D'\� • g� IN�, 'J48 TONS G II RIP RAP A /�� S �` - m F ` IN STREAM AiRII�I�� ,.;w„cn SITE 22A .;t..v m o X JB Oyu 460TF0py�� I ROI RAF V �� RE OVE 7,„ks..L >, ,• J 1 VrB7 OTE 1.ILE IIII �1/4 •et' .0.0, „ ; PERMIT DRAWING ��; =t • N 25 0 25 50 SHEET 57 OF 60 -./.- 1�� - - 1 �1 1�� Z- �\ j�i/ DENOTES TEMPORARY \ p u' y ; r y SCALE FOR INSET // IMPACTS IN SURFACE WATER x \ P N s \` l n e3 I. Po w /,�/// DENOTES IMPACTS IN F�iii \ \ vO -�. 1- 50 25 0 50 100 ,�, .f�-G I W�' / SURFACE WATER \x F`• ; SCALE 1 Mfdt "`\ P:(919)878-9560 \ 8601 Six Forks Road,Forum 1,Suite 700 r NC Licen se No.F-01i12 o' orth Carol 276153960 TU •• Engineers Construction Managers Planners Scientists N=a www.rkk.wm 7172CL, Responsive People I Creative Solutions PROJECT REFERENCE NO. SHEET NO. cr R-5709 I ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER lal, JI.. II -- tea.- I u•\i.i /•LJ•/ IIJI / as I.o•.i ,'U.., .... /•••, - I ISO• .anal�' ' \o Iaaa/ am 1.1 --.7aaar Iaa�'"-- Na. I.. ANEW MEW 1 F.__ __ ,■a■ -d�Yo.•imrMIN ■dVodoaao■ --la--■r- --vr - - ..oa--. --w.^ WI Ara. lard I 1aa•I.I AL I.... . \al-- - II_-JU�■I 1 I 'o'I.Yaai Mr I 1 I lal II -^ I AA Wk.. . \mar- '.A' Iar 1 `aaal Iaaa''-' •.�aaa\ vow-- -- 7000 ' ■I /aaaa•.■aa or I . UMW Iaar'.aal F. ' my, EN = ,.. ...--- PERMIT DRAWING - SHEET 58 OF 60 EN -MN UNE , MN MN �\fi g4F I .:- rMN MN ii- 7111/1aa11' I a acsuLascacauc�� _<'� Ilc/a NM 011 nil[I,\dlc\■IL= 280 280 ,ram ---o-- - ----_ ZZia11:1011a1.21I�If�Tri U_\I11 a noon 11 11 aorl II 1 II - -- II -ooe__ • a - -_ II II 270 n - ____- 270 11 P7..= \1 .ua■.�== - - :In aNnw. IF II ..Z_ _ -- =5/aal,l.n' I M II ..Z_ _ - _- - II I,,aaaaaaaaaaaaaall s_ --- LIIi.11111C!hlC7aa 11 • ..Z_ -� _ II 19■-J1\'IIJ■I/■r\Jllaa!! Td['•J■LI[IIl' II .�7.MMILLU IL ■Ill!7aJaaGiaaaClEl'J[Siia' II ��a�1Ja�1// A II .=-11�a _aarsr II _ - ao•37171 1I 0Ili. aa- _ aaal'9ILf MI I I'I111:\laaa!aaaWJrel� 11 - ._. _L'fi/Nlal�'JIl►laafi JL•'L� ' 260 A .1 260 .1•T ll•L��•ll•i 7aa 1.1anaL\/II••la.••r 11 - JIIa�L41031!1'•JaaU/1'lll II ':I\a■.; C I•I im"11I,1Y1►0NIP�N1/•61II6J 'nI1171U. .-. - er • ,[ Ill_'Ia.IG=r�l�'2'Jn�t'J J.• .Z_ - II -0 - - l.rara=.. .-■aWn N I�IA'i17 lLRPi1.1Iri - ._ N on 51176117/aaa:17.IL7.' .]OiLTSir N 1\ 250 250 1rst 1 to MEEMM JL`I a11-IInIn 71 II' . .u\JL'JGCc I721:1r/I..\I II1'II Io.= - _11111 N C O O 0 to 7 U a- ,_ C Q O 9 C 'trial."Aging •AUUUI 6 a a) 'I'. I I Iaaa UC=J AP II I E I It I II AL\l 1a111/a[--7 lar l/ 0 -I -I 7ac- r2"I/7a---aa IL'a/./Ell I IN//IAI i IL Ii,I II I Ia.--al/aa 1_,WIc I•t 11"J'JI z'IL 7u1 LID!al Mar. w .y E CC . - WO( P: 78-9560 o 8601 01 Six Six Forks Road,Forum 1,Suite 700 -'" Raleigh,North Carolina 27615-3960 No 2 a0000 NC License No,F-0112 CV-0 aaoaaaao Engineers I Construction Managers I Planners I Scientists ,1= 250 200 150 100 50 0 50 100 150 200 250 w,vw.dtk.com WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 14+10-L-LT ROADWAY FILL-WB 0.02 <0.01 <0.01 2 14+50-L-RT ROADWAY FILL-WA 0.07 <0.01 0.04 3 14+30-L- 54" RCP-III (BURIED 1')-SA 0.02 <0.01 183 20 4 22+30-L-LT BANK STABILIZATION-SD 0.01 <0.01 <0.01 20 12 ROADWAY FILL-WF <0.01 UTILITY IMPACTS 0.03 5 23+25-L-RT -Y2-WF 0.02 <0.01 6 20+60-Y2-RT UTILITY IMPACTS-WG <0.01 <0.01 6 18+50-Y3-RT ROADWAY FILL-WG <0.01 0.01 6 36+00-L-LT ROADWAY FILL-WG 0.07 0.08 6 39+50-L-LT -Y4-WG 0.03 <0.01 6A 14+00-Y4-RT ROADWAY FILL-WG2 <0.01 0.03 0.02 7 35+00-L-RT ROADWAY FILL-WH 0.06 <0.01 0.03 8 34+65-L- 66" RCP IV(BURIED 1')-SC <0.01 <0.01 85 53 BANK STABILIZATION <0.01 26 9 165+50-L-RT ROADWAY FILL-WJ 0.01 0.02 10 168+00-L- ROADWAY FILL-WI 0.19 0.06 54"RCP-III -SE <0.01 70 UTILITY IMPACTS-WI <0.01 11 203+50-L-LT ROADWAY FILL-WM 0.07 0.03 UTILITY IMPACTS 0.20 12 207+80-L-RT ROADWAY FILL-WL 0.29 0.06 13 208+50-L-LT POND DRAINAGE-WN 0.06 0.02 <0.01 3 14 208+61 -L- 72" RCP IV(BURIED 1')-SF 0.02 185 15 279+00-L- 2@48" RCP III-SJ <0.01 <0.01 140 11 UTILITY IMPACTS-WW 0.01 TOTALS*: 0.89 0.06 0.37 0.27 0.06 <0.01 709 96 3 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 4-22-2021 HOKE&MOORE COUNTIES R-5709 Revised 2018 Feb SHEET 59 OF 60 WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 16 419+00-L-RT 60"RCP-III-SG <0.01 116 BANK STABILIZATION-SG <0.01 <0.01 20 11 17 557+75-L- ROADWAY FILL-WP 0.82 <0.01 0.08 0.06 18 564+63-L- ROADWAY FILL-WQ 0.53 0.06 INLET,42"RCP-III-SH <0.01 26 CHANNEL RELOCATION-SH 0.02 213 BANK STABILIZATION-SH <0.01 <0.01 15 12 19 666+34-L-RT ROADWAY FILL-WR 0.03 20 687+32-L-RT DITCH TO POND-PE <0.01 21 809+44-L-LT ROADWAY FILL-WT 0.02 0.01 22 810+32-L-RT ROADWAY FILL AND 0.02 <0.01 341 12 TAIL DITCH-SM 22A 25+53-Y26-LT 66"RCP-III-SK 0.01 <0.01 6 BANK STABILIZATION-SK 0.01 23 3 TOTALS for SHEET 1: 0.89 0.06 0.37 0.27 0.06 <0.01 709 96 3 TOTALS for SHEET 2: 1.40 <0.01 0.15 0.06 0.06 <0.01 734 65 TOTALS*: 2.29 I <0.01 0.06 I 0.52 0.33 0.12 I <0.01 1443 I 161 3 *Rounded totals are sum of actual impacts NOTES: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 4-22-2021 HOKE&MOORE COUNTIES R-5709 Revised 2018 Feb SHEET 60 OF 60