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Home My WebLink About20050785 All Versions_Application_20100726^VV " y.ny Qw. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR June 4, 2007 Mr. William Wescott U. S. Army Corps of Engineers Regulatory Field Office Post Office Box 1000 Washington, NC 27889-1000 Dear Sir: 4 ?//wFr DFN d '?0? ?hDSA as CR?? gcr;?,o LYNDO T IPPETTRBflIgHCEj SECRETARY Mr. Stephen Lane Division of Coastal Management N. C. Dept. of Env. & Natural Resources 400 Commerce Avenue Morehead City, NC 28557 '06 OSo-7$5 V-5 Subject: Request for Modification of 404 Individual Permit, 401 Water Quality Certification Permit, Tar-Pamlico Buffer Authorization, and CAMA Consistency for the proposed Washington Bypass. US 17 From South of SR 1127 (Possum Track Road) to North of SR 1509 (Springs Road). TIP Number: R-2510, Federal Aid Project MAF-75-3(26). Debit $475 for WQC Modification from VMS Element No. 34440. 1.1 Reference: USACE Action ID 199301143 DWQ Project No. 050785, WQC No. 3527 Coastal Area Management Act Consistency Concurrence The North Carolina Department of Transportation (NCDOT) is requesting a modification to Permit No. 199301143 for wetland and surface water impacts associated with R-2510A. Included in this package are the following: additional wetland impacts, Tar-Pamlico Riparian Buffer Impacts, and revised utility drawings. The revised design does not compromise NCDOT's compliance with the existing permit conditions. The revision has been evaluated for compliance with the avoidance/minimization criteria and is in compliance with all previous issues, including the following: • Protected Species • Aquatic Life passage • FEMA compliance • Cultural Resources Summary of Changes NCDOT proposes to hand clear 0.15 acre of non-riverine wetlands (refer to sheets 9 & 10) and to hand clear 343 square feet of riparian buffers in Zone 1 (sheet 21). This work is required for the relocation of a power line. MAILING ADDRESS: TELEPHONE: 919-733-3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1545 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.ORG RALEIGH NC RALEIGH NC 27699-1548 N General Proiect Description The NCDOT proposes to improve existing US 17 to a high speed, multi-lane highway that bypasses the City of Washington. R-2510A will include the widening of approximately 4.2 miles of US 17 from South of SR 1127 (Possum Track Road) to South of SR 1149 (Price Road). The proposed roadway will be a four-lane, divided highway, with grass shoulders and ditches, and a 46-foot wide grassed median. Tar-Pamlico Buffer Impacts The total Tar-Pamlico River riparian buffer impacts associated with R-2510A at site BZ 1 (sheet 21) consist of 0.01 acre (437 sq. ft.) in Zone 1. Hand Clearing Additional proposed impacts to CWA jurisdictional areas of R-2510A consist of 0.15 acre of non- riverine wetlands (refer to sheets 9 & 10). PERMITTING ACTIVITY TO DATE Clean Water Act Section 404 Individual Permit The project received a Clean Water Act Section 404 Individual Permit (Action ID # 199301143) from the U.S. Army Corps of Engineers (USACE) Wilmington District on November 28, 2005. This permit authorized construction for Section R-2510A. A modification dated January 17, 2007 to the permit was received by NCDOT. Section 401 Water Quality Certification The project received a Section 401 Water Quality Certification (DWQ Project No. 050785, WQC No. 3527) from the North Carolina Department of Environment and Natural Resources, Division of Water Quality (NCDWQ) on September 6, 2005. A modification dated February 13, 2007 was received by NCDOT. Tar-Pamlico Riparian Buffer Authorization The project received a Tar-Pamlico Riparian Buffer Authorization (DWQ Project No. 050785, WQC No. 3527) from the NCDWQ on September 6, 2005. A modification dated February 13, 2007 was received by NCDOT. Coastal Area Management Act (CAMA) Consistency Certification A Consistency Certification was issued by North Carolina Department of Environment and Natural Resources, Division of Coastal Management (NCDCM) on October 31, 2005 for the entire R-2510 project. MITIGATION Jurisdictional Wetland Miti ag tion: NCDOT does not propose mitigation for these impacts due to handclearing. Tar-Pamlico Buffer Miti ation: The powerline is crossing the stream at a perpendicular angle. Therefore, the impacts are exempt and compensatory mitigation is not proposed. 2 REGULATORY APPROVALS The NCDOT respectfully requests that the referenced Section 404 Permit be modified to reflect the changes in jurisdictional impacts as outlined in this letter and presented in the attached drawings. The NCDOT is also requesting a modification to the 401 Water Quality Certification and Tar- Pamlico Buffer Authorization from the NCDWQ. In compliance with Section 143-215.3D(e) of the NCAC, we have provided a method of debiting $475, as noted in the subject line of this application, as payment for processing the Section 401 permit modification application. We are providing five copies of this modification application to the NCDWQ for their review and approval. Additionally, NCDOT certifies that the proposed activity remains in compliance with the enforceable policies of North Carolina's approved management program and will be conducted in a manner consistent with such program. Please find the attached updated permit drawings. If you have any questions or need additional information, please call Mr. Chris Underwood at (919) 715-1451. Sincerely, , IA49? Dr Gregory J. Thorpe, Ph.D., Environmental Management Director Project Development and Environmental Analysis Branch Cc: W/attachment Mr. John Hennessy, NCDWQ (5 Copies) Mr. Travis Wilson, NCWRC Ms. Kathy Matthews, USEPA Mr. Ronald Mikulak, USEPA - Atlanta, GA Mr. Clarence W. Coleman, P.E., FHWA Mr. Gary Jordan, USFWS Mr. Ron Sechler, NMFS Mr. Michael Street, NCDMF Mr. Steve Sollod, NCDCM Dr. David Chang, P.E., Hydraulics Mr. Greg Perfetti, P.E., Structure Design Mr. Victor Barbour, P.E., Project Services Unit Mr. Mark Staley, Roadside Environmental Mr. C. E. Lassiter, P.E., Division 2 Mr. Jay Johnson, Division 2 W/o attachment Mr. Scott McLendon, USACE, Wilmington Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P.E., Programming & TIP Mr. Art McMillan, P.E., Highway Design Mr. Brian Yamamoto, P.E., PDEA Mr. Carl Goode, P.E., Human Environment Iimwm G*mVn -7.- "mom g T laa•aa 1 Y ? I I ? 1 3c i ? _x ?" x !YC F p r RS I r 1 ?a?W Ux , I ? 3 I ; - s ` Egli ? I 1 ¢ ?gY, = Y ? ° ? I I ? a I I a • 10z??? x ???? 1 I II?? II?? H W W 2 x `4?? 1 1 I WE? NV=? _.x x _ x I I ?10 xr___s ?I I g 1 wt _i 1nWWy vWia ( / p it r 18 WE c Y ?. tDW J a i ~ c/I ?1° 3Q 3t IT- ??? ? ?%J ?1 I 1 I r'? ? 1. I 1 1 1 Z AI 1 ? I I =° k I ; ?s fig{ ? 1 !? ii l ; ®?YY 1` S I e?= 56 Y $ Y I 1 1 >9 t g i I ? I ?98 ? ? '° WE ? vIi I I ? ? IVE ' 1 ra mE/ ' I I 1 I 1 I ? 1 ' k I q I I ;? ? 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I T A ?h$? \ It d ? ado?ti¢?? 1 I I Y$ 1 El _ I I I I d I Ia tee 1 t - o ??II ilx a. ob i t` 1 II I ???o 0 0 0 0 w i ?s S 11 : ,.on 8„J vc [ • as a•: I t Ri axuo W ?y? rriwran-n ?w^» 06 1331/5 335 PDf5i7Y,15 -7- 3MIHGLM 7N MOMS Ol 8l/ 7311,•1 NO V/1 9 MOM 035/A3M'!80/SZ-1604 1 bf-Wn-.19 03Vd 0 ; e9NL; SV M MONS till1!/I VW 0.7, NO .410M 3MYpll 31Mdd M f6ll -/+ Or+prZYLS -77- - N MM3NMp p3rp113161/ 733W 1Wd NO )'V3&9 M31B 553,1,W JJ? 035/A3M 90 90-0?OZ-lI NOIS/A31 .W a F 0 a CL a See Sheet 1-A For Index of Sheets See Sheet 1-13 For Conventional Plan Sheet Symbols i0 N ?i 1 00 kwiIIi +?• °'r). ,154' 4e I / '" .' ' J 11 r( N e?' ?' °'° I t .1L. END PROJECT?1?1 ° ll BEGIN PROJECT v 11,3 Q la 8R , '13 x t,d 1 11 Q?l/ l 3? „ ..r{.. *? ' G T? ?'n .1FUTURE U PASS 11 ( i 1 1127 VICINITY MAP STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS BEA UFOR T COUNTY LOCATION: US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE,, AND CULVERT T 1V' A2 NC GRID ? Byg5 9 0 4 5 6 g ?- US 17 TO NEW BERN 0 la gig -4 OD r NH ? 0 EINTPPROJECT OA N1 b -L-POT STA 20 00.0 N ?y ?ry BEGIN PARTIAL CONTROL S D OF ACCESS. pUG t ? 2005 GRAPHIC SCALES DESIGN DATA 50 25 0 50 too ADT 2006 = 10200 VPD ADT 2026 = 17000 VPD PLANS DHV = 12 °k 50 25 4 50 100 D = 60 % T = 12 % a PROFILE (HORIZONTAL) V = 60 MPH ,0 5 0 Ito 20 V i11tUUftmw---' -- ` TTST 7% DUAL 5°/A PROFILE (VERTICAL) )UTHERN RAILROAD II 12 13 D NEW RN e. ?W a Ap r ?N L" /4 0 'ATR W.A PRO=r RPPBI M N0. ° NO ece R-2510A 1 _ Rrets emaNa P.A.Paa.xa FPecavnox 34440.1.1 MAF-75-31261 PE /6 18 19 20 21 yr ?o ? e c Jis0 J o Q Rp? " U y a 4 D TIP PROJECT -L-POT STA241e65A0 END PARTIAL CONTROL OF ACCESS 17 -Mt US OCOWINIt'l (O CN FUTURE US 17 BYPASS coliDIA NOTES: AR1 I D ACCE55 PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. IS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHODXOR TO R /W WHEN INDICATED ON PLANS. PROJECT LENGTH Prepared [R The Offl. W CarternBurgess Csnsultanle in Planning. ti d C-tructl- Management and Rebtetl Services HYD ULIC GJNEER I-PItELIR?IINARY PI.ANS1 00 NOT USE FOR CONSfRUMON I ` - - ------ DIVISION OF HIGHWAYS STATE OF NORTH CAROLnVA rp p y IDPpEI.y'.0'LIS ?? lk 5811 Cl-ood Avenue, Suite .700 ?0 NOT USE 51RL'CTION _ I a Raleigh, North Caron- 27612 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 2002 STANDARD SPECLMATIGNS PE. LENGTH ROADWAY TIP PROJECT R-2510A = 4.198 Mi RIGHT OF WAY DATE: R. DONALD HURLBUT, PE sIGN""'` ROADWAY DESIGN ENGINEER Pa. 198 Mi TOTAL LENGTH OF TIP PROJECT R-2510A = 4 ROADWAY GROUP MANAGER STATE DESIGN ENGINEER . MARCH 18, 2005 LETTING DATE CARL L. BUSH III, PE PRELIMINARY PLANS I DO NOT U8E FOR CONSTRUCTION I DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMJNISTRATIO1 DECEMBER 19, 2006 PROJECT DESIGN IWGDERR - ' CATHY S. HOUSER, PE NCDOT CONTACT PE APPROM) . ROADWAY DESIGN PROJECT ENGDMM SIGNATURE; DMSION ADMGIRSTRATOR DAIS Note: Not to Scale *S.U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.• State line .-------------------- .---------------------------- .--------- ... __. County Line -- -------- ---- .---- .------------ .........-------- ............. Township Line ......... ................................................... City Line ...... ......_.._.__ .............................................. Reservation line ........................................................ Property Line ................................................................. STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS Existing Iron Pin .......................................................... Ep ........... Property Corner ............................ ... .. . . . . .......... .. Property Monument --------- ....---- .----- .--------- .------ ------- ..... Parcel/Sequence Number- -- - ------------- Existing Fence Line ---------------------- ---------- _ ................ Proposed Woven Wire Fence _...._... _.._ ............. Proposed Chain Link Fence ------ - -- -- ------ Barbed Wire Fence - -- ---- ------------ --- - Existing Wetland Boundary --- -- - --- -- -- Proposed Wetland Boundary - .......................... me Existing High Quality Wetland Boundary - ---- Existing Endangered Animal Boundary -- -- -- Existing Endangered Plant Boundary ------ - BUILDINGS AND OTHER CULTURE: Well .....------------------------- .....---- ------ .----- -------------------- ...----- . o Small Mine ---- .------------------------ .._---- . --------------- .............. x Foundation ................................ Area Outline ....................... Cemetery .---------- ._ ...... ................... . ............................. Building ..... ............................. School ............................................... ............................. Church ............................................... ............................ HYDROLOGY Stream or Body of Water ...... .......... ..... ......... ........ Hydro, Pool or Reservoir .............................. 0 River Basin Buffer ................................ ....... ..._.......... _-Ra6- Flow Arrow ................................................................. E Disappearing Stream ............................................... Spring ........................... .....................__................._.... o----------------- Swamp Marsh ........................................................... Proposed Lateral, Tail, Head Ditch False Sum - - RIGHT OF JAY Baseline Control Point - - -- --- - -- -- - Existing Right of Way Marker - -- ----- --------- - Existing Right of Way line ........... .__--------- ._... Proposed Right of Way Line -- - -------------- ....... Proposed Right of Way Line with ........................ _ A Iron Pin and Cap Marker Proposed Right of Way Line with Concrete or Granite Marker Existing Control of Access -+ - Proposed Control of Access - ----- ..-------- --- Existing Easement line ............................. --E-- Proposed Temporary Construction Easement Proposed Temporary Drainage Easement........ Proposed Permanent Drainage Easement Proposed Permanent Utility Easement --------- ROADS AND RELATED FEATURES: Existing Edge of Pavement - - Existing Curb ._ ...---------------------- .------- --------- .------- ..... Proposed Slope Stakes Cut -------------- ---- ---- ----- - --- c --- Proposed Slope Stakes Fill -- --- -- . -- --- f--- Proposed Wheel Chair Ramp - - -- ........... .. -- we Curb Cut for Future Wheel Chair Ramp ........... ccr Existing Metal Guardrail - -- -- --- - - Proposed Guardrail ................................................. Existing Cable Guiderail Proposed Cable Guiderail -------- ------------------- .......... _ Equaility Symbol _ ---------------- .----- ..--------- ........ Pavement Removal .................................................. VEGETATION.• EXISTING STRUCTURES. MAJOR: Bridge, Tunnel or Box Culvert ........ .. --- - GaNc Bridge Wing Wall, Head Wall and End Wall GGNG WW? MINOR: Head and End Wall .---- .---- .------------- ----- .-------- .------ CONG HW Pipe Culvert ----------- .-------------------- ._------ .----- .---- ......... -- Footbridge ..------------------------ ....------ .------- .....------------ .----- ) ---< Drainage Box: Catch Basin, DI or 16 -- ?- Paved Ditch Gutter ---- ......... __ ............._..... Storm Sewer Manhole - _---- _ _-....-....._....----- 0 Storm Sewer UTILITIES.• POWER: Existing Power Pole ...................... .................. ......... Proposed Power Pole ...... b Existing Joint Use Pole - - - --- Proposed Joint Use Pole -. Power Manhole ----- .------- ---- ...._..------- ........... ._..... Power Line Tower ........................................... ...... Power Transformer .......................................... ........ LkG Power Cable Hand Hole -- -- - - - -- Q . H-Frame Pole ............................ ............ Recorded UAG Power Line- - - --- Designated UAG Power Line (S.U.E * TELEPHONE: Existing Telephone Pole . ..................... a Proposed Telephone Pole ----- ------ -- ------------ ------ Manhole ................................................ 0 Telephone Booth ................................. ....... ...... ........: 0 Telephone Pedestal - . ..... ................. 0 Telephone Cell Tower _...------------- ........_.__..... Q U4G Telephone Cable Hand Hole ........... ........ Q Recorded UAG Telephone Cable ---- --------- -- - Designated U4G Telephone Cable (S.U.E.*).... Recorded LUG Telephone Conduit --------- --- Designated UAG Telephone Conduit (S.U.E.*) Recorded USG Fiber Optics Cable -...........-- Designated IJ?G Fiber Optics Cable (S.U.E.*) WATER: Water Manhole .----- __ ..---------- .------ .------ .------ ........_..._. Wafer Meter _........ ....... ................................... ............. o Water Valve ................. .............. ..... ........................ ... ..................... Water Hydrant ...................................... Recorded UAG Water Line --- -- ---- -..- - Designated UG Water Line (S.U.E.*)- ---- Above Ground Water line _ _ aG Water TV: TV Satellite Dish ....................................................... TV Pedestal ................................................................. ... N Tower .................................... _ ...... ... U/G TV Cable Hand Hole -------- ------ --- -- - -- Q Recorded USG TV Cable ...... _...---- .------ .........-.._. Designated WG TV Cable (S.U.E.*) ------------ --- Recorded WG Fiber Optic Cable -------- - Designated UIG Fiber Optic Cable (S.U.E.*)- GAS: Gas Valve ------ -- .------------- .--------------- ----- ...--------- .._...... 0 Gas Meter .................................................................. Recorded LVG Gas Line ........... ........ ..... ..._. Designated USG Gas Line (S.U.E.*) - --- -- Above Ground Gas Line -- -- -- ------ -------- -- A/G Gas SANITARY SEWER: Sanitary Sewer Manhole .................................... Sanitary Sewer Cleanout - -- -- LkG Sanitary Sewer Line - Above Ground Sanitary Sewer - ........... . aG Sanitary Sewer Recorded SS Forced Main line ................. -- - Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole ................................................................ 9 Utility Pole with Base -_..---- ....- - --- --- -- -- 0 Utility Located Object . -. ------------ ----- o Utility Traffic Signal Box -.-------- .....................--- -- Utility Unknown t.UG line ......... UAG Tank; Water, Gas, Oil ......... - _........__.....-. AIG Tank; Water, Gas, Oil -....- a UAG Test Hale (S.U.E.*) ......................................... m Abandoned According to Utility Records - AATUR End of Information .................................................... E.O.I. REFERENCE NO. SURVEY CONTROL SHEET R -2510A 1 r ?• NCDOT CPS STATION R251OA-3 LOCALIZED PROJECT COORDINATES -Y- NCDIZ CPS STATION ORDINATAiES N = 625463.1360 OCALIZ ND PROJECT COORDINATES NCDOT CPS STATION R251OA-4 NORFOLK & SOUTHERN RAILROAD NCDOT CPS STATION R251OA-2 E = 2559018,4080 LOCALIZED PROJECT COORDINATES -Y3- E = 2558111,5770 LOCALIZED PROJECT COORDINATES N = 626739.9700 SR 1152 N = 621502 7750 E 25591671740 BARR E 25583457420 RD. TO BEr°N l US hIWY I7 L -? SR 1155 Y4 r FREDRICK RD. -Yl- SR 1168 SR 1134 SR 1127 UNION CHAPEL RD. OLD NEW BERN RD. POSSUM TRACK RD. Y? NCDOT CPS STATION R251OA-5 LOCALIZED PROJECT COORDINATt N = 635130.4550 E = 2561358.4150 -L-STA 10-WDO BEGIN LOCAUZED PROJECT I N - 619961BI47 E • 2558263.8933 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "R2510AW-2" WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF NORTHING 665164.189(ft) EASTING 2569499.835(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99989282 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "R2510AW-2" TO -L- STATION 1000.00 IS S 13°57'32.7" W 46,577.903 (ft) ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 34440JJ NOTES. -L-STA 241.65.00 END STATE PROJECT 34440JJ LOCALIZED PROJECT COORDINATES N - 6420309137 E • 2564314J995 I NCDOT CPS STATION R251OA-6 LOCALIZED PROJECT COORDINATES N = 636165.2790 E = 2561976.5870 -Y6- SR 1150 HARDING RD. SHEET NO. NCDOT CPS STATION R251OA-7 LOCALIZED PROJECT COORDINATES N - 644318.6170 E = 2564590.4640 TO WASHINGTON NCGS MONUMENT PITTMAN LOCALIZED PROJECT COORDINATES N = 642922.5180 E = 2564549.9810 THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT. HTTP. \WWW DOILDOT.STATE.NC. USPRECONSTRUCT/HIGHWAY/LOCATION/PROJECT 0 INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED USING HARN MONUMENTATION SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. NOTE: DRAWING NOT TO SCALE I GPS CONTROL NETWORK MAP I PROJECT REFERENCE NO. SURVEY CONTROL SHEET R -2510A GPS CALIBRATION REPORT PROJECT 34440.1.1 TIP NUMBER R-2510A USER NAME BREIGNER DATE & TIME 8-0801 AM 8/14/2003 POINT CA'(TON - WGS84 NORTHING 556029.427SFT POINT CAYTON - LOCAL LATITUDE 3515'40.10765'14 EAST ING 2599879.407SFT NORTHING 556029.426SFT COORDINATE SYSTEM US STATE PLANE ZONE NORTH CAROLINA LONGITUDE 7659'25.02715"W ELEVATION 30.321SFT EASTING 2599879.399SFT 1983 3200 HEIGHT -91.171SFT HORZ ERROR 0.008SFT El-EVgTI?N 30.286SFT HORIZONTAL DATUM MAD 1983 (CONUS) VERT ERROR 0.035SFT UTILIZED HORZ ANG VERT VERTICAL OAT UM NAVD88 GEOID MODEL GE01099 (CONUS) 30 ERROR 0.036SFT QUALITY SURVEY OURLITY COORDINATE UNITS US SURVEY FEET i DISTANCE UNITS US SURVEY FEE; POINT R2510AW-2 - WGS8 NORTHING 665164,189SFT POINT 13 2510AW-2 -LOGO HEIGHT UNITS US SURVEY FEET LATITUDE 35:33'45.20023:N EASTING 2569499.835SFT NORTHING 665164, 189SFT -_..__..__._..-._._-._._......... ._.___. __..... ........ LONGITUDE 7705'05.91014' W ELEVATION 3.368SFT EASTING 2569499.835SFT HEIGHT -116.598SFT HORZ ERROR 0.0015F7 ELEVATION 3.367SFT THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION USES A LOCALIZED VERT ERROR 0.OO1SFT UTILIZED HORZ AND VERT COORDINATE SYSTEM 30 ERROR 0.002SFT QUALITY SURVEY OUALITY WHICH IS VERY SIMILAR TO NORTH CAROLINA ZONE 3200 FROM WHICH IT IS DERIVED. POINT R2510A-7 - WGS84 NORTHING 644318.613SFT POINT R2510A-7 - LOCAL PLEASE LAKE CARE IN UTILIZING THESE COORDINATES TO EL1hI l HATE CONFUSION OF LATITl10E 35=30'20.00930'N EASTING 2564590.467SFT NORTHING 644318.617SFT THE TWO SYSTEMS. LONGITUDE 7706' 10. 14123' W ELEVATION 38.893SFT EASTING 2564590464SFT THIS FILE IS TO AID IN THE USE OF REAL. TIME KINEMATIC ( RTK) GPS DURING HEIGHT -81.299SF7 HORZ ERROR 0.005SFT ELEVATION 38:872SFT CONSTRUCTION LAYOUT. VERT ERROR 0.021SFT UTILIZED HORZ AND VERT --------------------------- .-------------- .------------ -- ._.-.... 30 ERROR 0.021SET QUALITY SURVEY OUALITY DATUM TRANSFORMATION PARAMETERS POINT PITTMAN - WGSS4 NORTHING 642922.518SFT POINT PITTMAN - LOCAL LATITUDE 35.30'06.21209'N EASTING 25645499805FT NORTHING 642922.5185FT DATUM TRANSFORMATION COMPUTATION NOT REQUESTED LONGITUDE 77:06'10.95348'W ELEVATION 41:233SFT FASTING 2564549, 981SFT HEIGHT -78.973SFT HORZ ERROR 0.001SFT ELEVATION 41:211SFT --...-... _._-._.-._....-..._..__-.-_-_ ............ .._ --- -- 'E" 'R"' 0.022SFT UTILIZED HORZ ANG VERT UPDATED DEFAULT PROJECTION (TRANSVERSE MERCATOR) DEFINIT ION 30 ERROR 0.022SFT GUALI T. SURVEY OURLITY UPDATED DEFAULT PROJECTION NOT REQUESTED POINT MCKREEO - WGS84 NORTHING 636792.404SFT POINT MCKREED - LOCAL LATITUDE 3529'02.51477', EASTING 2580630.185SFT NORTHING 636792.412SFT __._--..---._---------- _ _ ........--."..._-. _._-._ _ ----- _.- LONG I TUBE 77 02'57.9G732'W ELEVAi!ON 33.448SFT EASTING 2560630.179SFT HORIZONTAL ADJUSTMENT PARAMETERS HEIGHT -87.034SFT HORZ ERROR 0.010SFT ELEVATION 33.416SFT VERT ERROR. 0.032SFT UTILIZED HORZ AND VERT NORTHING COORDINATE OF 30 ERROR 0.033SFT QUALITY SURVEY QUALITY ROTATION CENTER 638753.152S'Fr EASTING COORDINATE OF POINT R251OA-6 - WGS84 NORTHING 636165.281SFT PAINT R251OA-6 - LOCAL ROTATION CENTER 2560248.737SFT LATITUDE 3528 59, 88014'N EASTING 2561976.565SFT NORTHING 636165.279SFT ROTATION ABOUT THE CENTER LONGITUDE 77=06'43.62562'W ELEVATION 46.309SFT EASTING 2561976.587SFT POINH 000'00' HEIGHT -73.924SFT HORZ ERROR 0.002SFT ELEVATION 46.362SFT TRANSLATION NORTH -2.835SFT VERT ERROR 0.0535FT UTILIZED HORZ AND VERT TRANSLAT [ON EAST -0.989SFT 30 ERROR 0.054-Fl OUALITY SURVEY OUALITY SCALE FACTOR 1.000(0736 POINT R2510A-5 - WGS84 NORTHING 635130.457SFT POINT R251OA-5 - LOCAL -.-_ ..................._ _..-_..._....._-__.-.-._... ..._.__..- LATITUDE 35,28' 49.76373' N EASTING 2561358.4105FT NORTHING 535130, 4555FT VERTICAL ADJUSTMENT PARAMETERS LONGITUDE 71^0651.33671W ELEVATION 48.173SFT EASTING 2561358:415SFT HEIGHT -72.060SFT HORZ ERROR 0.005SFT ELEVATION 48.209SFT NORTHING COORDINATE OF ORIGIN VERT ERROR 0.03GSFT U1ILIZED HORZ AND VERT POINT 702368.588SFT 3D ERROR 0.0375FT DUALITY SURVEY OUALITY EASTING COORDINATE OF ORIGIN POINT 2486939.7575FT POINT R2510AW-1 - WGS8 NORTHING 629921.299SFT POINT R2510AW-1 - LOCA VERTICAL SEPARATION AT ORIGIN 0.12GSFT LATITUDE 3527'56.77524'N EAST ING 2569177.394SPT NORTHING 629921.302SFT 114PPM SLOPE NORTH -0 LONGITUDE 7705' 18.02592' W ELEVATION 34,557SFT EASTING 2569177.393SFT . SLOPE EAST -1.080PPM HEIGHT -85.840SFT HORZ ERROR 0.003SFT ELEVATION 34.558SPT A?T TM DESCRIPTION A VERT ERROR 0.001SFT UTILIZED HORZ AND VERT ?J 1'1 ...._._---_-"__-"._.._.___.._.._-...._-__-.__ __._-._. 3DERROR 0.0035FT CUALITY SURVEY QUALITY GEOID MODEL DEFINITION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT POINT LATITUDE Rzs1DA 4 - Wcsea z0saa M 35=zrv NoarHlNC EAS7INC szs739.97®sFT 2559167.172sFr POINT R251001.---LOCAL C 626739.970SFT NoRTHIN I9 BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY ceurD99 IeO,usl UDE . 19 . 4574 77 07 T 7 ON FLEVAfl 6 14S 5 2559I ESTING i NCDOT FOR MONUMENT "R2510AW-2" _..__ HEIGHT 6625F - 64 ERROR HORZ 0.002SFT EVATION 55.640SFT E RESIDUAL DIFFERENCES BETWEEN GPS (WGS84) AND LOCAL COORDINATES VERT ERROR 0.026SFT UTILIZED HORZ AND VERT WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF 30 ERROR 0.026SFT QUAL ITY SURVE Y QUALITY 189(ft) EASTING 2569499 835(ft) NORTHING 665164 SUMMARY POINT R25IOA-3 WGS84 ' ' NORTHING 625463.139SFT POINT R251OA-3 ' LOCAL . . THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT MAXIMUM ERROR ROOT MEAN SQUARE POINT LATITUDE 14.60892 3527 N EASTING 2559018.406SFT NORTHING 625463. 136SFT ERROR LONGITUDE 77-07'21.83552'W ELEVATION 57.0795FT EASTING 255018.4085FT (GROUND TO GRID) IS: 0,99969262 HORIZONTAL 0.01OSFT 0"002 MCKREED WGS84 HEIGHT -63.205SFT HORZ ERROR 0.003SFT ELEVATION 57.0675FT VERTICAL 0.053SFI 0.008 R2510 -6 WGS84 VERT ERROR 0.012SFT urILTZEO HORZ ONO VERT THE N.C. LAMBERT GRID BEARING AND THREE -GI MENSIONAL 0.054SFT 0.008 R2510A-6 HGG84 3D ERROR 0.012SFI DUALITY SURVEY QUALITY LOCALIZED HORIZONTAL GROUND DISTANCE FROM POINT RESIDUALS POINT R251OA-2 - WGS84 NORTHING s21502.775SFT POINT R251OA-2 - LOCAL "R2510AW-2" TO -L- STATION 10+00 00 IS LATITUDE 3546'35.57313'N EASTING 2558345.743SFT NORTHING 621502.775SFT . WGS84 COORDINATES CALCULATED POINT LOCAL COORDINATES LONGITUDE 77=07'30.86874'W ELEVATION 57.846SFT EASTING 2558345.742SFT S 13'5732.7" W 46,577.903 (ft)' FOR DISPLAY ONLY HEIGHT 62.46lsFr veal ERROR e mO4sar O veal a iiRi oN a N Hoez ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES POINT MIDDLE " WGS84 NORTHING 702368.588SFT POINT MIDDLE , LOCAL 30 ERROR 0.0I4SFT DUALITY SURVEY QUALITY VERTICAL DATUM USED IS NAVD 66 LATITUDE 35.40'07.69972"N EASTING 2486939.757SFT NORTHING 702368.584SFT LONGITUDE 77 21'37.60140', ELEVATION 42,102SFT EAST NO 2486939.754SFT POINT R2510A-( WGS64 NORTHING 620029.2205FT POINT R2510A-1 - LOCAL HEIGHT -75.377SF7 HORZ ERROR 0.004SFT ELEVATION 42.064SFT l.AT1TL0E 3546'21.04579"N EAST ING 2558111.579SFT PIORTHING 620029.221SFT VERT ERROR 0.038SFT UTILIZED HORZ ANO VERT LONGITUDE 7707 34.03443 W ELEVATION 60.371SFT EASTING 2558111.577SFT 3D ERROR 0.036SFT DUALTY SURVE'! QUALITY HEIGHT -59.944SFT HORZ ERROR 0.002SFT ELEVATION 60.394SFT VERT ERROR 0.023SFT UTILIZED HORZ AND VERT 515SFT POINT ?ROVE WGS84 NORTHING 727662 POINT GROVE - LOCAL 3D ERROR 0.023SFT OUALTTY SURVEY QUALITY : LATITUDE 3543' 58.69914'N EASTING 2592422700SFT NORTHING 727662.517SFT LONGITUDE 7700'13.30912"W ELEVATION 36.663SFT EASTING 25924'22.706SFT HEIGHT -82.526SFT HORZ ERROR 0,006SFT ELEVATION 36.674SFT VERT ERROR 0.011SFT UTILIZED HORZ AND VERT 3D ERROR 0.013SFT QUALITY SURVEY QUALITY POINT TEE - WGS84 NORTHING 611044.350SFT POINT TEE - LOCAL LATITUDE 3524'59.40821"N FASTING 2518048.596SFT NORTHING 6ll044,343SFT LONGITUDE 77.15'40.02676', ELEVATION 40.213SFT EASTING 251A048.603SFT NOTES HEIGHT -79.5835FT HORZ ERROR 0.009SFT ELEVATION 40.237SF7 : VERT ERROR 0.024SFT UTILIZED HORZ AND VERT 30 ERROR 0.02GSFT DUAL.I TY SURVEY QUALITY SHEET NO. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT m ? HTTP:\WWW.DOH.DOT,STATE,NC.USPRECONSTRUCT/HIGHWAY/LOCATION/PROJECT 0 0 INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. NETWORK ESTABLISHED USING HARN MONUMENTATION PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. SURVEY CONTROL SHEET R -2510A BASELINE DATA m w i " ui m Ei N BL POINT DESC. --- NORTH --------- -- EAST -------------- -- ELEVATION ------- ---- --- L STATION --- _.._------ ----- OFFSET ------ -- ----- 1 ------- - ------------- GPS R251OA-1 - 620029.2210 2558111.5770 60.39 1043.59 160.76 LT 2 BL-2 620591.7423 2558264.9030 58.48 1622.83 94.30 LT 3 BL-3 621186.6056 2558359.3259 58.13 2225.13 90.97 LT 4 BL-4 621760.1824 2558476.5311 59.74 28.09.84 61.89 LT 5 BL-5 622330.4312 2558569.4044 61.25 33.87.57 56.36 LT 6 BL-6 622841.2995 2558645.9934 60.26 39.04.15 57.94 LT 7 BL-7 623337.6928 2558718.7136 58.03 4405.83 61.16 LT 8 BL-0 623811.4925 2558844.8557 59.45 4893.26 8.15 LT 9 BL-9 624391.2694 2558931.6963 55.00 54-79.50 10.02 LT 10 BL-10 625027.6119 2559027.9207 55.87 6123.08 11 .18 LT 11 BL-11 625634.5866 2559128.5468 57.09 6738.29 3.54 LT 12 BL-12 626205.7099 2559208.2475 56.41 73+14.90 11.16 LT 13 GPS R251OA-4 626739.9700 2559167.1740 55.64 7836.79 132.59 LT 14 BL-14 627308.2820 2559311.3333 54.50 84.20.37 76.08 LT 15 BL-15 627887.5944 2559422.5816 53.69 9009.85 53.75 LT 16 BL-16 628474.7429 2559510.8917 53.99 9603.60 55.29 LT 17 BL-17 629061.7216 2559589.2285 51.94 10195.67 66.66 LT 18 BL-18 629634.4107 2559686.3990 53.61 107.76.47 57.25 LT 19 BL-19 630144.0593 2559767.4802 56.33 11292.52 54.21 LT 20 BL-20 630657.6962 2559846.2404 58.19 11812.16 54.06 LT 21 NCGS HADDOCK 631239.6579 2559914.5181 59.16 123-97.75 74.62 LT 22 BL-22 631811.4640 2560023.1530 57.23 12979.41 53.74 LT 23 BL-23 632385.1241 2560098.4258 52.65 13557.86 66.13 LT 24 BL-24 632946.2817 2560171.7096 53.66 14123.60 78.59 LT 25 NCGS FLEMING 633481.5555 2560318.9368 53.41 146.60.76 76.18 LT 26 BL-26 633994.4592 2560683.2467 49.91 152.78.68 9.97 LT 27 BL-27 634533.0249 2561003.5704 49.10 15905.30 11.54 LT 28 GPS R251OA-5 635130.4550 2561358.4150 48.21 16600.17 13.70 LT 29 BL-29 635642.5305 2561681.9385 46.24 172+05.70 1.08 RT 30 GPS R251OA-6 636165.2790 2561976.5870 46.36 176.05.57 14.40 LT 31 BL-31 636681.3619 2562294:3857 43.40 18411.62 6.60 LT 32 BL-32 637201.6269 2562596.8855 45.32 19013.37 14.06 LT 33 BL-33 637786.8974 2562952.1180 45.89 19698.00 9.65 LT 34 BL-34 638330.9183 2563225.3946 43.58 20308.20 10.42 RT 35 BL-35 638904.1446 2563382.0781 41.35 20902.25 2.80 LT 36 BL-36 639468.3117 2563549.3500 37.81 214.90.69 3.17 LT 37 BL-37 640050.4887 2563711.0972 34.21 22094.83 13.96 LT 38 BL-38 640640.2068 2563884.7460 31.92 227.09.58 15.50 LT 39 BL-39 641253.7097 2564002.8272 33.90 233.31.30 77.07 LT 40 BL-40 641782.3358 2564236.6161 33.95 23904.62 3.56 LT 41 BL-41 642344.1551 2564329.6567 38.49 244.69.67 74.41 LT 42 NCGS PITTMAN 642922.5180 2564549.9810 41.21 OUTSIDE PROJECT L IMITS BYl POINT DESC. NORTH EAST ELEVATION ------------ -- - YI STATION -------------- -- OFFSET --- ----- ---- ---- 43 -------- --------------- -- BL-8 -------------- - 623811.4925 -------------- - 2558844.8557 - 59.44 OUTSIDE PROJECT LIMITS 44 BYI-44 623628.5611 2559411.3042 57.83 OUTSIDE PROJECT LIMITS BY2 POINT DESC. NORTH EAST -------- - ELEVATION --------------- -- Y2 STATION -------------- --- OFFSET -- ------ ---- ---- 45 -------- ---------------- -- BL-11 ----------- - 625634.5866 ------ 2559128.5468 57.09 OUTSIDE PROJECT LIMITS 46 BY2-46 625581.5305 2559720.5716 57.83 OUTSIDE PROJECT LIMITS BY3 POINT DESC. NORTH EAST ----- . --- ELEVATION .-...-----.-... .- Y3 STATION - -....------ --- OFFSET ...----- --- --'- 47 ---'---- ---------------- -- BY3-47 -------------- - 631398.3273 ------ - 2559330.5878 57.35 OUTSIDE PROJECT LIMITS 48 NCGS HADDOCK 631239.6579 2559914.5181 59.16 1560.67 24.1 1 RT 49 BY3-49 631146.9861 2560340.5508 56.02 1993.59 31.02 RT 50 BY3.50 631122.9523 2560618.8161 51.08 OUTSIDE PROJECT LIMITS BY4 POINT DESC. NORTH EAST ------------ - ELEVATION --------------- -- Y4 STATION -------------- --- OFFSET --------- ---- ---- 52 -------- ................ - SY3-49 --------------- - 631146.9861 --- 2560340.5508 56.02 1032.69 39.4 7 RT 51 BY4-51 630897.5747 2560320.6977 56.83 1281.76 15.66 RT BY5 POINT DESC. NORTH EAST ELEVATION --- - Y5 STATION --------------- --- OFFSET -------- ----- --- 53 --------- ---------------- - BY5-53 -------------- 634617.4058 ---------------- 2560396.2288 ---------- 53.01 10.03.68 18.69 RT 54 BL-27 634533.0249 2561003.5704 49.10 16.16.84 15.51 RT BYG POINT DESC. NORTH EAST ELEVATION ------------ - Y6 STATION ------------ --- OFFSET --- --- 55 -------- -------------- - - BL-34 --------------- - 638330.9916 --------------- 2563225.3946 -- 43.58 10.06.73 49.1 7 RT 56 BYG-56 638328.1340 2563444.7666 43.12 12.17.98 19.9 6 RT 57 BYS-57 638538.0415 2563816.8084 41.63 OUTSIDE PROJECT LIMITS BY7 POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET ............ ---------------- ---------------- ------------ --------------- ------.........- ---------------- 58 BL-41 642344.1551 2564329.6567 38,49 OUTSIDE PROJECT LIMITS 59 BY7-59 642000.3375 2564905.0815 23.99 OUTSIDE PROJECT LIMITS BENCHMARK DATA ........................................ BMI ELEVATION • 62.48 N 622484 E 2558526 L STATION 3533 123 LEFT RR SPIKE IN BST 4 RR CROSSING BM2 ELEVATION • 56.68 N 625542 E 2558994 L STATION 6626 122 LEFT RR SPIKE IN BST O RR CROSSING BM3 ELEVATION • 54.67 N 628837 E 2559496 L STATION 99,59 125 LEFT RR SPIKE IN BST a RR CROSSING BM4 ELEVATION • 61.27 N 631257 E 2559834 L STATION 124.03 157 LEFT RR SPIKE IN CP&L POLE-RRC44 BM5 ELEVATION • 55.88 N 633011 E 2560132 L STATION 141.80 128 LEFT RR SPIKE IN BST @ RR CROSSING BM6 ELEVATION • 55.14 N 634607 E 2560351 L STATION 156.34 609 LEFT USCGS MON 'D 26' SM7 ELEVATION • 49.20 N 637378 E 2563054 L STATION 193.99 288 RIGHT RR SPIKE IN 24" CEDAR TREE BMB ELEVATION - 33.81 N 639755 E 2563866 L STATION 21856 218 RIGHT RR SPIKE IN 15' GUM TREE BM9 ELEVATION - 40.94 N 642557 E 2564323 L STATION 24644 N 62' 25' 55.1' W DIST 143.96 RR SPIKE IN 42' OAK TREE ........................................ NOTES. DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "R2510AW-2" WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF NORTHING 665164.189(ft) EASTINGG 2569499.835(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS 0.99989282 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "R2510AW-2" TO -L- STATION 1000.00 IS S 13°57'32.7" W 46,577.903 (ft) ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD.88 THE CONTROL DATA FOR THIS PROJECT CAN BE POUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT HTTP:\WWW..DOH.DOT.STATE.NC.U&PRECONSTRUCTIHIGHWAYILOCATIONIPROJECT 0 INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT, NETWORK ESTABLISHED USING HARN MONOMENTATION. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. Disclaimer: This coordinate list is provided for the convenience of interested contractors and is intended for use during the project bidding process only. Coordinates are localized to this particular project and any conversion to state grid coordinates or other formats will be the responsibility of the recipient. While every effort has been made to provide up-to+date, accurateinformofion, NCDOT makes no express guarantee as to the validity or potential for revision of this information prior to project letting. I bW SHEET NO. II PRRLIMIN4RY PLANS M NOT USA NO++ CONSTRUCTION Point # Chain Station Northing(Y) Easting00 1 L 10+00.00 619961.8147 2558263.8933 69 L 78+00.00 626683.5411 2559292.6759 137 L 146+00.00 633395.1499 2560365.6835 205 L 214+00.00 639380.4737 2563526.5491 2 L 11+00.00 620060.6636 2558279.0225 70 L 79+00.00 626782.3901 2559307.8050 138 L 147+00.00 633487.1554 2560404.8295 206 L 215+00.00 639476.3305 2563555.0355 3 L 12+00.00 620159.5125 1558294.1516 71 L 80+00.00 626881.2390 2559322.9342 139 L 148+00.00 633576.8453 2560449.0239 207 L 216+00.00 639572.1873 2563583.5220 4 L 13+00.00 620258.3615 2558309.2808 72 L 81+00.00 626980.0879 2559338.0633 140 L 149+00.00 633664.1752 2560497.7277 208 L 217+00.00 639668.0441 2563612.0084 5 L 14+00.00 620357.2104 2558324.4099 73 L 82+00.00 627078.9368 2559353.1925 141 L 150+00.00 633750.1806 2560548.7465 209 L 218+00.00 639763.9009 2563640.4949 6 L 15+00.00 620456.0593 2558339.5391 74 L 83+00.00 627177.7857 2559368.3117 142 L 151+00.00 633835.9994 2560600.0801 210 L 219+00.00 639859.7576 2563668.9813 7 L 16+00.00 620554.9082 2558354.6682 75 L 84+00.00 627276.6347 2559383.4508 143 L 152+00.00 633921.8182 2560651.4136 211 L 220+00.00 639955.6144 2563697.4678 8 l 17+00.00 620653.7571 2558369.7974 76 L 85+00.00 627375.4836 2559398.5800 144 L 153+00.00 634007.6370 2560702.7472 212 L 221+00.00 640051.4712 2563725.9542 9 L 18+00.00 620752.6060 2558384.9266 77 L 86+00.00 627474.3325 2559413.7091 145 L 154+00.00 634093.4558 2560754.0807 213 L 222+00.00 640147.3280 2563754.4407 10 L 19+00.00 620851.4550 2558400.0557 78 L 87+00.00 627573.1814 2559428.8383 146 L 155+00.00 634179.2746 2560805.4143 214 L 223+00.00 640243.1848 2563782.9271 11 L 20+00.00 620950.3039 2558415.1849 79 L 88+00.00 627672.0303 2559443.9674 147 L 156+00.00 634265.0934 2560856.7478 215 L 224+00.00 640339.0415 2563811.4136 12 L 21+00.00 621049.1528 2558430.3140 80 L 89+00.00 627770.8792 2559459.0966 148 L 157+00.00 634350.9122 2560908.0814 216 L 225+00.00 640434.8983 2563839.9001 13 L 22+00.00 621148.0017 2558445.4432 81 L 90+00.00 627869.7282 2559474.2257 149 L 158+00.00 634436.7310 2560959.4149 217 L 226+00.00 640530.7551 2563868.3865 14 L 23+00.00 621246.8506 2558460.5723 82 L 91+00.00 627968.5771 2559489.3549 150 L 159+00.00 634522.5498 2561010.7485 218 L 227+00.00 640626.6119 2563896.8730 15 L 24+00.00 621345.6996 2558475.7015 83 L 92+00.00 628067.4260 2559504.4841 151 L 160+00.00 634608.3686 2561062.0820 219 L 228+00.00 640722.4686 2563925.3594 16 L 25+00.00 6214445485 2558490.8306 84 L 93+00.00 628166.2749 2559519.6132 152 L 161+00.00 634694.1874 2561113.4156 220 L 229+00.00 640818.3254 2563953.8459 17 L 26+00.00 621543.3974 2558505.9598 85 L 94+00.00 628265.1238 2559534.7424 153 L 161+00.00 634780.0062 2561164.7491 221 L 230+00.00 640914.1822 2563982.3323 18 L 27+00.00 621642.2463 2558521.0890 86 L 95+00.00 628363.9728 2559549.8715 154 L 163+00.00 634865.8250 2561216.0827 222 L 231+00.00 641010.0390 2564010.8188 19 L 28+00.00 621741.0952 2558536.2181 87 L 96+00.00 628462.8217 2559565.0007 155 L 164+00.00 634951.6438 2561267.4162 223 L 232+00.00 641105.8958 2564039.3052 20 L 29+00.00 621839.9441 2558551.3473 88 L 97+00.00 628561.6706 25595801298 156 L 165+00.00 635037.4626 2561318.7498 224 L 233+00.00 641201.7525 2564067.7917 21 L 30+00.00 621938.7931 2558566.4764 89 L 98+00.00 628660.5195 2559595.2590 157 L 166+00.00 635123.2814 2561370.0833 225 L 234+00.00 641297.6093 2564096.2781 22 L 31+00.00 622037.6420 2558581.6056 90 L 99+00.00 628759.3684 2559610.3881 158 L 167+00.00 635209.1002 2561421.4169 226 L 235+00.00 641393.4661 2564124.7646 23 L 32+00.00 622136.4909 2558596.7347 91 L 100+00.00 628858.2174 2559625.5173 159 L 168+00.00 635294.9190 2561472.7504 227 L 236+00.00 641489.3229 2564153.2510 24 L 33+00.00 622235.3398 2558611.8639 92 L 101+00.00 628957.0663 2559640.6465 160 L 169+00.00 635380.7378 2561524.0840 228 L 237+00.00 641585.1796 2564181.7375 25 L 34+00.00 622334.1887 2558626.9930 93 L 102+00.00 629055.9152 2559655.7756 161 L 170+00.00 635466.5566 2561575.4175 229 L 238+00.00 641681.0364 2564210.2239 26 L 35+00.00 622433.0377 2558642.1222 94 L 103+00.00 629154.7641 2559670.9048 162 L 171+00.00 635552.3754 2561626.7511 230 L 239+00.00 641776.8932 2564238.7104 27 L 36+00.00 622531.8866 2558657.2514 95 L 104+00.00 629253.6130 2559686.0339 163 L 172+00.00 635638.1942 2561678.0846 231 L 240+00.00 641872.7500 2564267.1969 28 L 37+00.00 622630.7355 2558672.3805 96 L 105+00.00 629352.4619 2559701.1631 164 L 173+00.00 635724.0130 2561729.4182 232 L 241+00.00 641968.6068 1564295.6833 29 L 38+00.00 622729.5844 2558687.5097 97 L 106+00.00 629451.3109 2559716.2922 165 L 174+00.00 635809.8318 2561780.7517 233 L 242+00.00 642064.4635 2564324.1698 30 L 39+00.00 622828.4333 2558702.6388 98 L 107+00.00 629550.1598 2559731.4214 166 L 175+00.00 635895.6506 2561832.0853 234 L 243+00.00 642160.3203 2564352.6562 31 L 40+00.00 622927.2823 2558717.7680 99 L 108+00.00 629649.0087 2559746.5505 167 L 176+00.00 635981.4694 2561883.4188 235 L 244+00.00 642256.1771 2564381.1427 32 L 41+00.00 623026.1312 2558732.8971 100 L 109+00.00 629747.8576 2559761.6797 168 L 177+00.00 636067.2882 2561934.7524 236 L 245+00.00 642352.0339 2564409.6291 33 L 42+00.00 623124.9801 2558748.0263 101 L 110+00.00 6298461065 2559776.8088 169 L 178+00.00 636153.1070 2561986.0859 237 L 246+00.00 642447.8907 2564438.1156 34 L 43+00.00 623223.8290 2558763.1554 102 L 111+00.00 629945.5555 2559791.9380 170 L 179+00.00 636238.9258 2562037.4195 238 L 246+44.18 642490.2384 2564450.7004 35 L 44+00.00 623322.6779 2558778.2846 103 L 112+00.00 630044.4044 2559807.0672 171 L 180+00.00 636324.7446 2562088.7530 36 L 45+00.00 623421.5268 2558793.4137 104 L 113+00.00 630143.2533 2559822.1963 172 L 181+00.00 636410.5634 2562140.0866 37 L 46+00.00 623520.3758 2558808.5429 105 L 114+00.00 630242.1022 2559837.3255 173 L 182+00.00 636496.3822 2562191.4201 38 L 47+00.00 623619.2247 2558823.6721 106 L 115+00.00 630340.9511 2559852.4546 174 L 183+00.00 636582.2010 2562242.7537 39 L 48+00.00 623718.0736 2558838.8012 107 L 116+00.00 630439.8000 2559867.5838 175 L 184+00.00 636668.0198 2562294.0872 40 l 49+00.00 623816.9225 2558853.9304 108 L 117+00.00 630538.6490 2559882.7129 176 L 185+00.00 636753.8386 2562345.4208 41 L 50+00.00 623915.7714 2558869.0595 109 L 118+00.00 630637.4979 2559897.8421 177 L 186+00.00 636839.6574 2562396.7543 42 L 51+00.00 624014.6204 2558884.1887 110 L 119+00.00 630736.3468 2559912.9712 178 L 187+00.00 636925.4762 2562448.0879 43 L 52+00.00 624113.4693 2558899.3178 111 L 120+00.00 630835.1957 2559928.1004 179 L 188+00.00 637011.2950 2562499.4214 44 L 53+00.00 624212.3182 2558914.4470 112 L 121+00.00 630934.0446 2559943.2296 180 L 189+00.00 637097.1138 2562550.7550 45 L 54+00.00 624311.1671 2558929.5761 113 L 122+00.00 631032.8936 2559958.3587 181 L 190+00.00 637182.9326 2562602.0885 46 L 55+00.00 624410.0160 2558944.7053 114 L 123+00.00 631131.7425 2559973.4879 182 L 191+00.00 637268.7514 2562653.4221 47 L 56+00.00 624508.8649 2558959.8345 115 L 124+00.00 631230.5914 2559988.6170 183 L 192+00.00 637354.5702 2562704.7556 48 L 57+00.00 624607.7139 2558974.9636 116 L 125+00.00 631329.4403 2560003.7462 184 L 193+00.00 637440.3890 2562756.0892 49 L 58+00.60 624706.5628 2558990.0928 117 L 126+00.00 631428.2892 2560018.8753 185 L 194+00.00 637526.2078 2562807.4227 50 L 59+00.00 624805.4117 2559005.2219 118 L 127+00.00 631527.1381 2560034.0045 186 L 195+00.00 637612.0266 2562858.7563 51 L 60+00.00 624904.2606 2559020.3511 119 L 128+00.00 631625.9871 2560049.1336 187 L 196+00.00 637697.8454 2562910.0899 52 L 61+00.00 625003.1095 2559035.4802 120 L 129+00.00 631724.8360 2560064.2628 188 L 197+00.00 637783.6642 2562961.4234 53 L 62+00.00 625101.9585 2559050.6094 121 L 130+00.00 631823.6849 1560079.3920 189 L 198+00.00 637869.5699 2563012.6110 54 L 63+00.00 625200.8074 2559065.7385 122 L 131+00.00 631922.5338 2560094.5211 190 L 199+00.00 637956.5161 2563062.0004 55 L 64+00.00 625299.6563 2559080.8677 123 L 132+00.00 632021.3827 2560109.6503 191 L 200+00.00 638045.6987 2563107.2098 56 L 65+00.00 625398.5052 2559095.9969 124 L 133+00.00 632120.2317 2560124.7794 192 L 201+00.00 638T37.2528 2563147.4004 57 L 66+00.00 625497.3541 2559111.1260 125 L 134+00.00 632219.0806 2560139.9086 193 L 202+00.00 638230.8960 2563182.4489 58 L 67+00.00 625596.2030 25591261552 126 L 135+00.00 632317.9295 2560155.0377 194 L 203+00.00 638326.0956 2563213.0431 59 L 68+00.00 625695.0520 2559141.3843 127 L 136+00.00 632416.7784 25601703669 195 L 204+00.00 638421.9060 2563241.6845 60 L 69+00.00 625793.9009 2559156.5135 128 L 137+00.00 632515.6273 2560185.2960 196 L 205+00.00 638517.7627 2563270.1710 61 L 70+00.00 625892.7498 2559171.6426 129 L 138+00.00 632614.4762 2560200.4252 197 L 206+00.00 638613.6195 2563298.6574 62 L 71+00.00 625991.5987 2559186.7718 130 L 139+00.00 632713.3252 2560215.5544 198 L 207+00.00 638709.4763 2563327.1439 63 L 72+00.00 626090.4476 2559201.9009 131 L 140+00.00 632812.1741 2560230.6835 199 L 208+00.00 638805.3331 2563355.6304 64 L 73+00.00 626189.2966 2559217.0301 132 l 141+00.00 632911.0230 2560245.8127 200 L 209+00.00 638901.1899 2563384.1168 65 L 74+00.00 626288.1455 2559232.1593 133 L 142+00.00 633009.8063 2560261.3596 201 L 210+00.00 638997.0466 2563412,6033 66 L 75+00.00 626386.9944 2559247.2884 134 L 143+00.00 633108.1091 2560279.6636 202 L 211+00.00 639091.9034 2563441.0897 67 L 76+00.00 626485.8433 2559262.4176 135 L 144+00.00 633205.3339 2560303.0038 203 L 212+00.00 639188.7602 2563469.5762 68 L 77+00.00 626584.6922 2559277.5467 136 L 145+00.00 633301.1126 2560331.7066 204 L 213+00.00 639284.6170 2563498.0626 SHEET NO. c m a Y B N N PAVEMENT SCHEDULE PROP. APPROX. 212" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, C1 AT AN AVERAGE RATE OF 140 LOS, PER SO. YD. IN EACH OF TWO LAYERS. PROP. VAR DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A, C2 DEPTH. TO . PER L BS. IN DEPTH. BE PLACED EXCEED PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE 89.6C, C3 AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C4 OS. AN AVE RATE OF 1 L .L DEPTH. TO R E BE PLACED LAYERS EXCEED N DEPTH IN C5 PROP APPROX. 114" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 140 LOS. PER 3O. YO. D1 PROP. APPROX. 21g" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.09, AT AN AVERAGE RATE OF 285 LBS. PER $0. YD. D2 PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB, AT AN AVERAGE RATE OF 114 LBS. PER S0. Y0. PER i" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 214" IN DEPTH OR GREATER THAN 4" IN DEPTH. D3 PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 119.OC, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE , D4 TYPE I19.OC, AT AN AVERAGE PATE OF 114 LB3. PER 80. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2114" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE S25.OB, AT AN AVERAGE RATE OF 342 LOS. PER SO. YD. E2 PA OP. APPROX. On ASPHALT CONCRETE BASE COURSE, TYPE B25.OB, AT AN AVERAGE RATE OF 570 LBS. PER $0. YD. E3 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE 825.08, AT AN AVERAGE RATE OF 114 LBS. PER SD. Y0. PEA i" DEPTH. TO BE PLA ED IN LAYERS NOT LESS TNAX 9" IN DEPTH OR GREATER TNAN B" IN DEPTH. E4 PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.OC, AT AN AVERAGE RATE OF 513 LOS. PEA SG. YD. E5 PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 570 LOS. PER 60. Y0. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OC, E6 AT AN AVERAGE RATE OF 114 LAS. PER RA. Y0. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 5 IN DEPTH. j PROP. 10" AGGREGATE BASE COURSE. P1 PRIME COAT AT THE RATE OF .35 GAL. PER 80. Y0. R3 5" MONOLITHIC CONCRETE ISLAND. (KEYED IN) T EARTH MATERIAL. U EXISTING PAVEMENT. W1 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL SHEET No. 2) W2 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL SHEET No. 2) NUIC: rAVLMCNI tl t JLUreS AXC 1:1 UNLC33 3MU"N UIMCH-C. C3 D4 D3 E6 ?i£ ? 'L:1i4• C4 U\ 914' MINIMUM 119.OC 3' MINIMUM 825.0C DETAIL SHOWING METHOD OF WEDGING W1 -L-,-DETI-,-DET2- 3'S95C BEGIN OR END CONSTRUCTION SEE TYPICALS FOR LENGTH C4 C3 REFER TO WEDGING DETAIL U ---------- ____----- .f- - -?` S, MILLED NOTCH TO KEY-IN S95C Y S95C DETAIL SHOWING TIE-INS AT PROJECT TERMINI X74 t Mrr"rmV A y Y MINIMUM B25DB DETAIL SHOWING METHOD OF WEDGING W2 -Y2-,-Y3-,-Y5-,-Y6- ROADWAY DESIGN HYDRAULICS ENGINEE0. ENGINFFR PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION Carter-mBurgess Co..Wtante In Planning, Engi i q, Arehitectore, ConetruaUon Management a d Related Service. $811 Glenwood Avenue, State 300 Raleigh, North CoroAna 27612 KO & ASSOCIATES, P.C. Consulting Engineers CNAUB nx SUTB #202 1011 SRALGIGII" N.C. 27606 NOTE: SEE SHEET NO..2 FOR WEDGING DETAILS PROJECT REFERENCE NO. SHEET R-2510A 21 RAY SHEET NO. LOADWAY DESIGN HYDRAULIC ENGINEER ENGINEER PRELTMIN RY PLANE W NOT USE PO CONSTRUCTION Carterm-Surgess c=t-ti " MUwUq.me?.l . R. d S.-I... RUII.Iph. N- Ca oli,a 276123 K& ASSOCIATES, P.C. Consu ting Engineers 64m, 1011 SCHAUB DR, SUrrE #202 RALEIGH, X.C. 27696 USE TYPICAL SECTION No. i *STA.23+1653 TO SU.29+04.07 -L- LT. (MEDIAN VARIES FROM 12'TO 461 STA 29+04.07 TO STA.232+10.94 -i. LT. & RT. STA 232+10.94 TO STA.237+95A7 -4 I.T. NOTE I: EXISTING PAVEMENT WIDTH AND LOCATION VARIES NOTE 2; 5& PUNS FOR LOCATION OF TURN LANES AND TAPERS TYPICAL SECTION NO.1 ?_-L- ?_-DETI-.-DET2- C (P V Q Y Z L D m N 0 USE TYPICAL SECTION NO.2 STA.12+66.71 TO 18+58.65 -DETI- 80.10+00.00 TO 15+86.97 -DET2- NOTE 1: EXISTING PAVEMENT WIDTH AND LOCATION VARIES NOTE 2: SEE PLANS FOR LOCATION OF TAPER USE TYPICAL SECTION N0.2A IN CONJUNCTION WITH TYPICAL SECTION 2 TRANSITION FROM EXISTING TO TYP. SECT. NO.YA FROM STA. 20+00A0 TO STA. 20+58.08 -L- LT. B RT. STA. 10+00.00 TO STA. 12+66.71 -DRTl- STA.15+88.97 TO STA. 18+58.65 -DET2- STA 240+65.00 TO STA 241+65.00 k LT. NOTE 1: EXISTING PAVEMENT WIDTH AND LOCATION VARIES NOTE 2: SEE PLANS FOR LOCATION OF TAPER C PAVEMENT SCHEDULE Cl 21'2" SF9.5A C2 VAR. DEP. SF9.5A C3 3" S9.5C C4 VAR. DEP. S9.50 C5 11/4" SF9.5A D1 212" I19.OB D2 VAR. DEP. I19.OB D3 4" I19.OC D4 VAR. DEP. I19.OC E1 4" B25.OB E2 5" B25.OB E3 VAR. DEP. B25.OB E4 4.5" B25.OC E5 5" B25.OC E6 VAR. DEP. B25.OC Ui 10 " ABC P1 PRIME COAT R3 5" MONO. ISLAND T EARTH MAT. U EXST. PVMT. W1 WEDGING DET 1 W2 WEDGING DIET 2 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. TYPICAL SECTION NO. 2A OAIGINA ORIGINAL GROUND TYPICAL SECTION NO.3 USE TYPICAL SECRON NO.3 AS FOLLOWS: LINE ROAD NAME STATION TO STATION A B e -YI- POSSUM TRACK ROAD SFA.11+14.04 TO STA.13+00.00 10' 6' 9' -Y2- UNION CHAPEL ROAD STA.11+11.62 TO STA,13+00.00 7.5' 5' 8' 46- HARDING ROAD STA.11+12.90 TO STA.13+50.00 10' 5' B' NOTE I: EXISTING PAVEMENT LOCATION VANES NOTE 2: SEE PLANS FOR LOCATION OF TURN LANES, TAPERS AND ISLANDS ORIGINA ORIGIW L OI a a m a 1. TYPICAL SECTION NO.4 USE TYPICAL SECTION NO.4 AS FOLLOWS: LINE ROAD NAME STATION TO STATION A B Be YY KARR ROAD STA.12+78.95 TO STA. 14+78.00 10, 8' TI' -Y3- BARR ROAD STA.17+82.66 TO STA.19+82.97 10, 8' 11' -YS- FREDRICK ROAD STA.13+00.00 TO STA.14+97.95 10, 6' 9' NOTE I: EXISTING PAVEMENT LOCATION VARIES NOTE 2: SEE PLANS FOR LOCATION OF TURN LANES, TAPERS AND ISLANDS GROUND GROUND PROJECT REFERENCE NO. SHEET NOTE: SEE SHEET NO.2 FOR WEDGING DETAILS R-2510A 2E RAV SHEET NO. ROADWAY DESIGN HYDRAULIC ENGINEER ENGINEER RPRELIMINA RY PLANS W NOT USE P03 ? CONSTRUCTION Carter=Burgess Conatrc t onl Nanannin9. tan C Re atedoServtceee .gem 5811 G1--d Avenue, Suite 300 Raleigh, Ne Lh Carolino 27612 KO & ASSOCIATES, P.C. Consulting Engineers 1011 3CNAUB 11R SU17 4202 12ALB1G11, N.C. 299 PAVEMENT SCHEDULE C1 21t" SF9.5A C2 VAR. DEP. SF9.5A C3 3" S9.5C C4 VAR. DEP. S9.50 C5 114" SF9.5A D1 211" I19.OB 02 VAR. DEP. I19,OB D3 4" I19.OC D4 VAR. DEP. I19.OC E1 4" B25.OB E2 5r' B25.OB E3 VAR. DEP. B25.OB E4 4.5" B25.OC E5 5" B25,OC E6 VAR. DEP. B25.OC 11 10 " ABC P1 PRIME COAT R3 5" MONO. ISLAND T EARTH MAT. U EXST. PVMT. W1 WEDGING DET 1 W2 WEDGING DET 2 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. GROUND ORIGINAL GROUND PROJECT REFERENCE NO. I SHEET NO. RAY SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMIN.4RY PLANS DO NOT USE P0s1. CONSTRUCTION - W V S 0 V 0 0 m N N DETAIL A STANDARD BASE DITCH ( Not to Scale) roam ,, --F -!' ma It a Min. D Ft. = B • Ft SHEET ROADWAY STATION - STATION SIDE BASE 4 -L- 20.00 RT 4 10 -L- 91.78 - 93+50 FIT 4 10 -L- 9910 RT 4 13 -L- 138+26 RT 4 14 -L- 149.07 FIT 2 16 -L- 174.09 FIT 4 17 -L- 184.93 RT 4 DETAIL J SPECIAL CUT BASE DITCH (Not to Scole) of Front Hinge, d1 et Slime Po t Nal2rol- Natural croend dy u?;1al Ground e Min. D • Ft. SHEET ROADWAY STATION - STATION SIDE BASE 4 -L- 20.05 • 24.28 RT 2 6 -L- 43.77 - 48.00 RT 2 6 & 7 -L- 48.90 - 57+40 RT 2 16 -L- 155+00 - 155.43 LT 2 16 -L- 155.43 - 157.00 LT 2 18 -Y6- 11.00 - 12.50 LT 2 DETAIL I DETAIL B SPECIAL CUT DITCH ( Not to Scdal root I at Slope Natural _1_ R? Ctel Slope Ground Min. D - Ft. DETAIL C SPECIAL CUT DITCH 1 Not to Scale) Front Ditch Natural ?LeI Slope Ground 3:7 D Xo Min.O Ft. SHEET ROADWAY STATION - STATION SIDE SHEET ROADWAY STATION - STATION 4 & 5 -L- 24.28 - 36+00 RT 4 -L- 20.00 - 24.28 5 & 6 -L- 36.00 • 43.77 FIT 4 & 5 -L- 24.28 - 35.50 6 -Y1- 1 h05 - 13.50 FIT 5 & 6 -L- 35.50 - 48+30 6 -Y1- 11.00 - 13.50 LT 6 -L- 48.30 -50.50 7 & 8 -L- 57.50 - 66.65 RT 6 -Y1- 10.93 - 13.50 8 -L- 67.67 - 69.00 FIT 6 & 7 •L- 50+50 - 58.00 8 -L- 69.00 - 75.50 RT 7 & 8 -L- 58+00 - 70.50 8 & 9 -L- 75.50 - 77-50 FIT 8 & 9 -L- 71.00 - 86.00 9 -L- 77+50 - 86.10 FIT 9 -L- 86.00 - 86.66 10 -L- 93.30 - 96+00 FIT 9 & 10 -L- 88.66 - 91.60 10 -L- 96.00 - 99.05 RT 10 -L- 82.40 - 92.65 10 & 11 -L- 99.10 - 107+00 RT 10 -L- 92.73 - 95.60 17 -L- 108.50 - 110.50 RT 10 -L- 95.60 • 98.69 17 -L- 112.50 - 114.50 RT 10 -L- 98.69 - 99+00 12 -L-/-Y3- 121.00 - 19.59 RT 11 -L- 105.19 - 111+50 12 -Y3- 19.59 - 20.00 RT 12 -L- 117.00 - 118+26 12 -Y3- 17.30 - 21.00 LT 12 -L- 118+26 - 124.00 12 -Y3- 21.31- 22.00 LT 12 -Y3- 11.00 - 14.50 12 -L- 124.75 - 129.00 RT 12 -Y3- 13+00 - 1450 13 -L- 135.50 - 138.27 RT 13 -L- 134.50 - 138.04 13 & 14 -L- 138.27 - 142.00 FIT 13 & 14 -L- 138.04 - 145.00 14 -L- 148.00 - 149+07 FIT 14 -L- 145.00 - 151.00 14 -L- 149.07 - 150.50 RT 15 -L- 154.50 - 155.00 15 -L- 156.20 - 159.00 RT 15 -L- 157+00 - 158+50 15 -L- 159.00 - 160.98 RT 15 -L- 159.50 - 162.37 15 -L- 161.33 - 162.69 FIT 15 -L- 162.37 - 164.00 15 -L- 162+69 - 16400 FIT 15 -Y5- 11.60 - 15.35 15 & 16 -L• 164.00 - 170.00 RT 15 -Y5- 12.50 - 15+35 16 -L- 173.00 - 174.10 RT 15 & 16 -L- 164.00 - 174.14 16 -L- 174.10 - 175.00 RT 16 -L- 174+14 - 175+50 16 -L- 178.00 - 180.50 FIT 77 •L- 185.00 - 186.37 17 -L- 181.15 - 184.00 RT 17 -L- 186+37 - 187.50 17 -L- 184.85 - 195.00 FIT 18 -L- 202.00 - 20410 18 -L-/-Y6- 195+00 - 12.00 RT 18 -L- 204.10 - 206.00 18 & 19 -L- 205.00 - 213.50 FIT 19 -L- 212.50 - 214.50 20 -L- 221.50 - 223.30 LT 20 -L- 222.00 - 224.49 20 -L- 225.30 - 226.50 FIT 20 -L- 225.35 - 226+00 20 & 21 -DET2- 1189 - 15.87 RT 20 -L- 227.80 - 230.45 21 -DET2•/-L- 15.87 - 241.70 RT 20 -L- 230+45 - 232.10 21 -L- 240.00 - 241.50 SIDE DETAIL D SPECIAL MEDIAN DITCH 1 Not to Scale) Roaadwa Roadwa V ones, s:'?4iFS Jkya?:? 1 er D Min, D - Ft. SHEET ROADWAY STATION - STATION SIDE 4 & 5 -L- 29.50 - 31.00 MED 5 -L- 31.00 - 34.75 MED 5 & 6 -L- 34.75 - 44+00 MED 6 -L- 44.00 - 48.00 MED 6 & 7 -L- 4920 - 56.50 MED 7 & 8 -L- 57.10 - 66.50 MED 8 -L- 66.50 - 68.50 MED 8 -L- 68.50 - 70.50 MED 8 -L- 70.50 • 73.50 MED 8 & 9 -L- 75.50 - 77.50 MED 9 -L- 77.50 - 83.50 MED 9 -L- 84+50 - 87+00 MED 9 -L- 87.00 - 88.65 MED 9 -L- 88.65 - 90+00 MED 10 -L- 90.00 - 92.65 MED 10 -L- 92.65 - 95.75 MED 10 -L- 95.75 - 98.00 MED 10 -L- 98.00 - 96.67 MED 10 -L- 98.87 - 99.50 MED 10 -L- 99.50 - 100.50 MED 10 -L- 100.50 - 102+40 MED 10 & 11 -L- 102.40 - 103+80 FED I1 -L- 103.80 - 105.20 MED 11 -L- 105.20 - 107.50 MED 11 -L- 107.50 - 109.61 MED 11& 12 -L- 113.50 - 116.80 MED 12 -L- 116.80 - 118.27 MED 12 -L- 118.27 - 120.00 MED 12 -L- 120.00 - 122.00 MED 12 -L- 122+00 - 123.50 MED 12 -L- 124.50 - 126.30 MED 12 -L- 126.30 - 127.00 MED 12 -L- 127.00 - 129.00 MED 13 -L- 134+10 - 136+00 MED 13 & 14 -L- 138.04 - 142.80 MED 14 -L- 142+80 - 145+00 MED 15 -L- 157+00 - 158.50 MED 15 -L- 161.00 - 162.35 MED 15 -L- 162.35 - 163.50 MED 15 & 16 -L- 163.50 - 168+00 MED 19 -L- 212.00 - 213.40 HIED 20 -L- 225.50 - 226.50 MED 20 -L- 227.30 - 229.50 MED 20 -L- 229.50 - 231.50 MED 20 -L- 232.50 - 234.50 MED LEVEL SPREADER DETAIL (NOT TO SCALE) PLAN VIEW PIPE OR DITC NO RIP RAP IN OUTLET CONC. DITCH OPTION I I? La / /I l 1 / m, O do W i I ? rl ? 1r I=- va A A w CD J j I I / Z w N? M I Ul J > L'i II ?~ SECTION-AA CONCRETE PAVED DITCH LEVEL SPREADER 0 er Soil Reinforcement Mat (` `NATURAL GROUND (PSRM) GO DC 1.0' minmin. _ 2' max. conc. ditch std 850.01 3' min. PREFORMED SCOUR HOLE PLAN VIEW or en oil ' fa I-loll 1 veland flush Pipe or Ditch S with naturalground. outlet A A Square Preformed Scour Hole (PSH) (4 In t J 4 (Rip Rap in B bOSln not shown for clarity) 1 D gr. See taco . W-`? d 0.5' SECTION A-A Pipe a? 6iv:n we.1 PSRM D11'mia) d Natural _ Ground ?..B? 1' tuck Liner Class ?ip Rap i2telok with Filter Fabric SHEET ROADWAY STATION SIDE 20 -L- 223+39 RT 20 -L- 234.05 RT SHEET ROADWAY STATION SIDE LENGTH 15 -L- 154.70 RT 19' 15 -L- 156.20 RT 14' 17 -L- 184+00 RT 12' 20 -L- 225.35 LT 21' 20 -L- 225.30 FIT 16' DETAIL E APPROX. EXCAVATION H- 8 CY INLET CHANNEL -L- STA 57+23 +/- LT. DETAIL F CLASS RIP RAN - 1.6' THICK W/ FILTER FABRIC 0' NEY (AS SHOWN ON PLANT (TYP.) NOTE: RIP RAP ONLY APPLIES TO THE FIRST 20' OF THE OUTLET CHANNEL. OUTLET CHANNEL -L- STA 57+45 +f- RT. DETAIL G :1 SHELF LOW FLOW -? BACXF ILL CHANNEL EXISTING CHANNEL I ?. IVAR. 6 8 TO INLET CHANNEL -Ir STA 224+45 LT. DETAIL H LOW FLOW -ry 1:1 SHELF CHANNEL I BACKFILL EXISTING CHANNEL CLASS 'I' RIP •` 1.6' THICK W/ FILTER FABRIC 1.0' KEY AS SHOWN ON PLAN) (V (VAR. (TYP.) BID 7 8'ro 0' NOTE: RIP RAP ONLY APPLIES TO THE FIRST 20' OF THE OUTLET CHANNEL. OUTLET CHANNEL -L- STA 224+63 RT. FALSE SUMP tNet to Scale) o l L Cutsipe Ditch Traea Floe t 2 - -.plz.D? 0 --- GI .- S- eI` S - Ditch Slope (i Proposed Ditch Con Ilants Planning, Enginee ing Architecture. I Construction Management and R elated Servlcee Raleigh. Glen North C aro line 27612 500 KO & ASSOCIATES, P.C. Consulting Engineers h4hi, 1 011 SCHAUB DR, SUITE #202 RALEIGH, N.C. 27606 v INTERSECTION DETAILS R SEE SHEET 6 FOR PLAN NAD 3,95 PROJECT REFERENCE NO. SHEET NO. R-2510A 2D RAY SHEET NO. ,OADWAY DESIGN HYDRAUUCS ENWNEER ENGINEER PRCLIMIN RY PLANS DO NOT USP. F01 ? CONSeRUMON Com4uctionl MCnogehrmnt0ond RalatedcS -I...- 5811 CA--d Avenue, Sle 300 R,Wgh, North Carolina 2al1612 NOTE. ALL RADII ARE MEASURED FROM THE EDGE OF TRAVEL LANE SEE DETAIL `B' m v 2 a S e 0 o i L1 i ?n 0 0 -YI- POSSUM TRACK RD. DETAIL 'A' DETAIL 'B' W INTERSECTION DETAILS o SEE SHEET 8 FOR PLAN NAD 3995 IJECT REFERENCE NO. SHEET NO. R-2510A 2E MY SHEEF NO. kDWAY DESIGN _ HYDRAULICS ENGINEER ENGINEER PRELIMINA RY PLANS DO NOT USE FOR CONSTRUCTION Cartern-Burgess C ..t ..COO M.g-;A - aeiai?a sere iiwg . • L -Y2- UNION CHAPEL RD. INTERSECTION DETAILS (TIE TO EXISTING) -L-Ful JIO.IGY' -73- Ml W-.16 150-50-150 5.00s PCSta.16.56.77 123-201 Wza- EN 136 4? 4- 4 N _ 1- N ? a 350J10'TAPER 100.00'TAPE ------------- 'ER I I2pDO71 --------------- 119?91J7 ?W 47.00 II.00 W fNDTMER roti 300.09 TAPER 1189( IWO 01 r a j 6 m N DETAIL 'Al N PROJECT REFERENCE NO, SHEET NO. R-2510A 2F AIN SHEET NO. ROADWAY DESIGN HYDFAWCS ENGINEER ENGINEER SEE SHEET I2 FOR PLAN PRELIkIIN RY PLANS DO NOT USR PO CONSTRUCTION ? 3195 CarternBurgess ConaliucGOn Mofw9 9e t - Relot 0 S-ic e- 5611Ge,ne00E Avenue, 6ulle 300 Raleigh, NOrlh Carolina 27612 NOTE24LL RADII ARE MEASURED FROM THE EDGE OF TRAVEL LANE fN0 RAILROAD vrvuv rvu uvrc TAPER CROSSING roves TAPER 8Y OTHERS r •1 _ 129d».90 ENO TAPER ?.. g W 1303229 23 00 i 12531.40 150-50-150 6300 m TAP ER BEGIN , w? / 5.00$ m ° 9 322 al . /1.0 0 • ,: . - ?, 124086.0ER 12' -- - 12' 14 ors r - rz „. 1? M? 12' rz per' N 2 06.4' ooDarAPER 350,QY TAPER 12, -- . , . M m. . _ ,.?. rz .y .. .. , . , .. ., SEE DETAIL 'A' ° AP s 150 5 0 33 28.36.02 o ' ?- 0 oo a 5p A00 16-94.30 16-93.43 r5o-5a15 1 5.0 0$ n ; 16.67:. 025 p . 16' SEE DETAIL 'C' (TIE DETAIL -Y3- BARR RD. DETAIL 'C' INTERSECTION DETAILS t2 PROJECT REFERENCE NO. SHEET N0. R-251010 2G RW SHEET NO. ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER SEE SHEET 15 FOR PLAN PREI.IMIN RY PLANS W NOT UG6 PO ft1N57RVCTlON ? 3q5 Carter-cm-Burgess ConnN[ants in Planning, Engi ' g„4ch(lactvr Construction Management aM Related Servioeee. 581101--d Pv__ Suite 300 Rohigh, North 0-11- 27612 NOTE: ALL RADII ARE MEASURED FROM THE EDGE OF TRAVEL LANE 115 LANE w i 1 ? ?QS. Q 3.00 END TAPER V 162•%b5 165.14.37 w m 153.8051 o 2 w 150-35-150 t • s' 3 'p ?S p p 159184.37 59100 23DO 51D9 m 5B D9A6 3 0 D$ R i s b55 1 5 . 4Im , _ ,..-. . _ .•,..,. ,,. .:.,>.. , ,..,,.... 4,.:. ?.,..,, .. .. _, ..<,. _.. ,...::, 'v 13 1 tf?t RVt N ? t 170'FU(L LANE -6,11 175' TAPER 4-- ,159,00 H? 154.87.39 `U -- 7 ,R i 1r \ 1? !1,00 -------------- N r1 M? ? a i? _ _ s 4 u? N 30,5YIOSE 23IXI L; ? ^F RodFus z N 0.90 3100 SEE DE(AIL `A' c m v m a v c m m rv N 9 V U 0, o o1 ?v V1 Oa 15848,1E 1 - / t 1427 Li 1583990 096 s 158.3229 158^42.34 9 A 1519 14.90 159.13.63 14 158.323 158.8026 159•!7.45 55°MON 158.82.37 2 1957 -Y5- FREDERICK RD. DETAIL "Al 1516 159.51.86 -4- par SYn 1FQ.9FLG4 DETAIL `B` t ?o INTERSECTION DETAILS SEE SHEET 18 FOR Woo ?l 3195 Q, C0m v 203, O 3A0 202, U 47A( 01, N 2036096 x w 7547 °W ti 20398.86 4X11 II o , ? SEE DETAIL 'B' PROJECT REFERENCE NO. SHEET NO. R-2510A 2H RW SHEET NO. ROADWAY DESIGN HYORAOIJCS ENGINEER ENGINEER LAN PRELIMIN RY PLt\NS UO NOT U9R RO CONSfRUCT10N Carterv-s-Burgess C.-t-Pion MMm cnnin9• teanE Rel.! d 5 ?evioe'• s yeme 5811 Glamroo0 Avenue,..te 300 Raleigh, North Cmoli- 27812 NOTE: ALL RADII ARE MEASURED FROA THE EDGE OF TRAVEL LANE 4o f1R? o ----------- t I -Y6- PI Ste 1324.30 A- 4526' 447' (LT) D • ll'4Y349 L - 422.87' T • 225,6!' R • 490.00' SE - 08 INC • 18 G, r N 0- -o i a DETAIL `A' -Y6- HARDING RD. DETAIL 'B' RAI-NEWCOMPUTER,10111I2004,RARoadwaylR0Wd2510eParceftmes.xls STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS PARCEL INDEX SHEET PARCEL No. SHEET No. PROPERTY OWNER NAME 1 4,5 JOHN JAY WAL_TO_N_ - - --- ---`--- - - 2 - 4A BESSIE C. CARAWAN 3 4A BOBBY MITCHELL ADAMS, et ux _ 4 5 REBECCA S. DAY 5 _ 5,6 JAMES A. POLLARD, et ux J -- - - - - -- - _ 6 6 SONJA P. LANE _-_ _ _ _ _ _ __ 7 _ 6 _ RICHARD D. PEED, JR., et al _ 8 6 LINDA AVERY ROWE 9 6 RANDY K. TYLER, et ux 10 6,7 FRANK R. KLINGENSMITH 11 7 JOHNNIE DOUGLAS CLARK, SR., et al _ 12 7 TERRY D. ANDREWS, et ux 13 _ _ 7, 8 J. M. HILL, et ux 14 8 NORMAN WRIGHT 15 8 MELINDAWRIGH_TGASKINS 16 8 MAXINE W. ALLIGOOD 17 _ 8 PATRICIA ANN EDWARDS 18 8 DON WILLIAMS - 19 8 EARL D. CLARK, et ux 20 8 LELOND D. CLARK, et ux 21 8 UNKNOWN 22 _ 8,9 MICHAEL EDWARD PARAMORE, et ux 23 9 ROBERT M. KIMBLE, et al 24 9 WILLIAM EARL CLARK, et ux 25 9 FRANCES C. TETTERTON _ 26 9 DAVID D. HARDY, et ux 27 9 THOMAS G. CLARK, et ux - _ _ 28 9,10 D. H. BRIGHT 29 12 JOHNNIE M. SMITH, et ux 30 10,11 ADDIE ELIZABETH F. GALLOWAY 31 11 ANNIE MAE FURLOUGH 32 11,12 MAUDE ELIZABETH WHITEHURST 33 12 J.M. SMITH, et ux 34 12 MAUDE N. WHITEHURST 35 _ 12 TOMMY WHITEHURST, et ux 36 12 JACOB F. ROWE, JR., it ux _ 37 12 WILLIAM R. HARDING_ - 41 12,13 R. GUY MAYO, JR., et ux 42 12 ARLEY EUGENE MEEKS, et ux 44 12 ANTHONY DWAYNE BUCK 45 12,13 TRAVIS EARL HUDSON, et ux 46 13 JOHNNIE R. JACKSON, et ux _ 47 13 TRAVIS EARL HUDSON, et ux - 48 13,14 J. J. COOK, et ux 49 14 J. J. COOK, et ux _ _ 50 14 CHARLES R. SPEIGHT, et ux 51 14 JOHN W. KOLIBABEK, et ux 52 14 JAMES R. ATWELL, et ux 53 14 JOSEPH M. KOLIBABEK 54 14 JAMES KENNEDY GIBBS _ -- 55 14,15 KENNETH A. WILLIAMS, et to 56 14,15 WILLIAM L. HULSLANDER, et ux _ 57 14,16 ICELEEN W. WHITFIELD 58 _ 15 BETTIE A. STARKIE -- 59 -- 15 UNKNOWN 60 - 15 MICHAEL MIZELL, et ux 61 15 CHARLES R. SPEIGHT, et ux J - 62 15 BOBBY GENE WEATHINGTON 63 -- 15 BILLY RAY BEASLEY _ 64 15 LINDA B. EDWARDS, et vir PARCEL No. SHEET No. PROPERTY OWNER NAME 65 15 BENNIE HERMAN STARKIE, JR., et al 66 15 SAM JASPER BOYD, JR., et ux _ 67 15 FRANCES T ETTER TON 68 15 _ _ ROY MITCHELL CLARK, et ux - - 69 ----- 15 ------ - ---------- --------- CARRIE M. TURNER, et vir 70 _ 15 - DANNY SMITH _ 71 _ 15 BETSY ROSE HADDOCK _ 72 15 BILLY J. HADDOCK, etux 73 15,16 HARRIET CHAPMAN 74 15,16 BETSY H. LEWIS 75 16 EDWARD A. BUCK, et ux _ 76 16 PATTIE LEE WOOLARD J 77 16 BETSY ROSE HADDOCK 78 _ 16 GEORGE T. BUCK, et ux 79 16 MARTY THOMAS BUCK 80 16 WALTER GAVIN BUCK 81 16 WENDY_ANN BUCK _ 82 16 JULIETTEBUCKSYKES,etal 83 16 DALTON RAY BUCK, et ux _ _ 84 16 - WALTER GLAVIN BUCK _ 65 16 JULIETTE BUCK SYKES, et al _ 86 16 JULIETTE BUCK SYKES 87 16,17 EDWARD A. BUCK, et ux 88 17,18 DALTON RAY BUCK, et ux _ _ 89 _ 16 ALBEN THOMAS LOKEY, JR., et ux__ 90 _ _ 16 DALTON R. BUCK, SR. 91 16 __ CEMETERY _ 92 16 CHARLES L. TYLER, JR. 93 16,17 JOYCE D. BRIGHT 94 17 _ JAMES ARL EY BUCK, et ux 95 17 _ CHARLES L. TYLER, JR. _ _ 96 17 ERVIN RAY A RNOLD, et ux 97 17 _ SALLIE BLOUNT TOLER 98 17 C. DOUGLAS BRANCH, et ux _ 99 17 MARK WAYNE OSNOE 100 17 BARBARA HARDY BARR _ 101 _ 17,18 GUY HARDING LOLLIS _ 102 17 ERMA LEE COOKE, et vir _ 103 17 CARL DOUGLAS BRANCH, JR., et ux 104 _ 17-20 TERRY T. PATRICK 105 17 JOHN W RICE, et ux 106 20 _ STEVEN KARLE 107 20 JASON C. SHEPPARD _ 108 20 A. FRANK RESPESS _ 109 20 MARVIN J. HARRIS FAMILY TRUST _ 110 20,21 SCOTT ROBERT BATEMAN, et ux 111 20 MARVIN J. HARRIS FAMILY TRUST 112 20 WALTER R. O'NEAL, et ux _ 113 20 CHESTER L. CRAIG, SR., et ux _ 114 20 LAUREL CRAIG, et ux 115 20 _ MARVIN HARRIS FAMILY TRUST J. 116 20 _ _ MARVIN J. HARRIS FAMILY TRUST _117 _ 20, 21 RAYMOND J. ANDREWS 118 21 RICHARD D. PEED, JR.; et ux 119 21 JOHN E. TAYLOR ' _- - O4POISaa1, CU [A1L: CHM"Iff F6 IAH ewtm STATE OF NORTH CAROLINA R-2510A 3 $ DIVISION OF HIGHWAYS EARTHWORK SUMMARIES IN CUBIC YARDS STATION STATION TOTAL UNCLASSIRED EXCAVA77ON UNDERCUT. ErCAYAilON EARTH EMBANIOAENT BORROW TOTAL WASTE -L- 20+00.0OTO 241+65.00 81197 44298 25824 Yi 10+75.OOTO 13+00.00 391 309 5 -Y2- 10+75.00T0 13+00.00 194 77 98 .Y3. 12+78.85TO 15,50.00 242 33 201 -Y& 17+10.00TO 19+82.97 298 186 63 46- 13+00,00 TO 15+35.00 172 148 13 -YB 10+75.00 TO 13+00.00 168 427 368 SUBTOTALS 82658 45478 381 26191 Waste TOR are Borrow 381 381 SUBTOTALS 82858 45478 25810 Loss Due To CMTing And Grubbing Estimated Undercut in Wetlands Lose OUe TO Clean And Gmbbin Estimated Shoulder Construclion Select G-lar materrat in feu of 13- SUBTOTALS 62858 45478 25810 5% TO REPLACE TOPSOIL IN BORROW PR GRANDTOTAL 82658 45478 25810 ISAY 83000 46000 26000 NOTE: ALL DRIVEWAY SEE SHEET 22 FOR -L- PROFILE PROJECE REFERENCE NO. SHEET NO. CONNECTIONS ARE 6' ABC SEE SHEET 33 FOR -DETI- PROFILE R-2510.0 4 UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS My SHEET NO. ALL DRIVEWAYS ARE 16' WIDE WITH ROADWAY DESIGN HYORAUUCS 10'RADIIUNLESS OTHERWISE NOTED ENGINEER ENGINEER PRELIMIN Y PLANS p 3195 9?'JU DO NOT USE PO CONSTRUMON N m 0 a ti q m N 0 VANGUARD PARMS,INC ', A ( D8 967 - PG 607 t PC E - SLIDE. 87-1 SPECM DUCH GRADE (SEE PROFILES( SEE DffCH DETAIL C 7-1 _V _ 19-65LU EX RIW -DETI- PI Sta 10,90J8 PI Sto 15+5820 A° 8'35 437' (RT) A- 8'35 437 (LT) D 44626r D -,f 46287' L • 180.02'' L -18032' T • 90J8' T - 9OJ8' R -1,200410' R • 1200.00' SE • 08 SE • 08 INC • 2T INC - 2T' NATCHLIBE •L• OFFSET 390,00' SEE SHEET 4A I i? t. N ? 1 PAUL A, LEE DR 849 - PG 488 MG 14 -PG 18 Carter--Burgess 6611 GlemoeE avenue, ..It. 300 R,I,Igh, North C...11- 37613 64h" & ASSOCIATES, P.C. Consulting Engineers loll SCHAUB DR, SUITR #202 RALEIGH, M3.276o6 U) W H W h d J Z 39000' SEE SHEET 4 4 4 19'0350 20.50A0 m 51850 2 1906A0 .. 539.60 ME ME 20,97.00 54346 v , ?.__ ..... ..... - w ,.r. REMOVE ` 59973 2102.00 f m ME ME 60357 1 6770 21-02A0 622A0 i 625,00 O m 0 o < °m C - m BESS!E C. t:ARAWAN DB 526, PG 283 PROP. DIMENSIONS TAKEN FROM A COMBINATION v ? O r OF DEED,MAP,AND TAX MAPS O u g wg W ° x m v ?+iL Gnl'tAGL {' BASE TAIL DITCH 3 O 1840 LF Q 0.3% GRADE EST 1450 CY ODE t l p l it 1 E SEE DITCH DETAILA i?11 v., p't BOBBY !I. ADAMS, et ux 1-2- DS 1132, PG 806 855A0 ` ? ? ? m 1 I _0?p t Ptl 908DO ? ' 1 Is. 1 } I r9.69AO 985A0 16F ERA 20'08.00 ` ' ? . 1039.10 ` t"- F , c m 0 V O t 4 O N n? LL J? ?q. ?C. L v? a395 ? m F O W 0 U { n b MN. m T X \', Gk.:mcE P„S, nATCHUNE •L OFFSET, 120000' SEE SHEET THIS SHEET PROJECT REFERENCE NO. S1EET NO. R-2510A 4A ENGINEER ENGINEER PRELIMINARY PLAN$ W NOT USE F01 ? CONSTRUCTION Carter=Burgess C-X Ult tioo IA-g me?0l.old Rel. S-i- 58th 0- ..n A--.11 1 300 Raleigh, N-th Carolina 27812 6q,,, & ASSOCIATES, P.C. Consulting Engineers 1011 SCNAUB DR, SUITE #202 R4MIGB', N.C.276M i i EXISTING POND NOTE. ALL DRIVEWAY SEE SHEET 2C FOR DITCH DETAILS CONNECTIONS ARE 6'ABC ALL DRIVEWAYS ARE 16' WIDE WITH UNLESS OTHERWISE NOTED 10'RADIIUNLESS OTHERWISE NOTED ?N? 3N5 MATCHUNE •L• OFFSET 120000' SEE SHEET THIS SHEET NOTE: ALL DRIVEWAY SEE SHEET 23 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET NO. CONNECTIONS ARE 6'ABC SEE SHEET 2C FOR DITCH DETAILS R-2510A 5 UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH AW SHEET NO. 10' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN HYDRAUUUCS ENGINEER ENGINEER NAp 3195 I PRELIMIN DO NOT USE FOR RY PLANS CONSTRUCPION Carter=Burgess Consultants in Pb-ing, Engineering f Ihitecture. Cmriruction 0.90-A mE Re..e Services 5811 Gb-.. Avenue. Suite 300 Raleigh, N°rlh Carolina 27612 ILO & ASSOCIATES, P.C. I^ 1 (``` rtis Consulting Engineers ,. toll SCAA[IB izi su78 #2e2 ,.; M RALEIGH, 27606 4 m i R 3 V i 0 5 N N L NO Op O/ Iv 7 A ro a, v `00 SPECIAL DITCH GAAD>E (SEE PROFILES) SEE DITCH DETAIL D BL-4 PINC 22+70.78- -L- STA 28+09.84 r'1 'z_ r? t -_ ffs a s s;o? 8'4?064'E_ PAUL A. LEE hl ("' ?- DB 849 - PG 488 ? M9 14 - PG 1e SPECIAL DITCH GRADE (SEE PROFILES) _ % ? SPECIAL DITCH GRADE SEE DITCH DETAIL D t!. ;,_..•- (SEE PROFILES( '?•rm_. SEE DITCH DETAIL C SPECIAL DITCH GRADE (SEE PROFLES) ? SEE DITCH DETAIL C ^$ SPECIAL DITCH GRADE (SEE PROFILE L-5 SE. DITCH DETAIL D _ _ L STA 3S;97_._5 _7 BL-6 56 36 LT PINC 33+65.12 -L- STA 39+04 15 ? . ,794 ? , w v r , • ,?? ' I .. ?. ... {--' { + .4 _ T = C- 58 39 93.73 wM ..,...-c'nr r_.,.?. d•, :. _:. n.:ir ._1..,.r? ??, ..*:.,...,,. .. -_.r.• 66.03'LEFT C ELEVI 2.48 2. ___ r ? _ _ _ 0 • _? 8 34?'?f M14:.w • i . . if°8 0`03 8 ?f _ }._ , I 1 1 .,.?c 2850.00 BOOAO • i ` 2100 j ? • ck `, l` --- . 31?OO..fO !04 O 60 ACCESS , BREAK 1 REBECCA S. DAY -r De 1131 • PC 154 1 - , SPECIAL DITCH G`?ADE; 1S1t1L5US , 5 F •-^I : NU E PROFILES) • DITCH DETAIN B !_ ? ( 1 R JOHN JAY WAL ON 78 5 - PG 101 ; L 02, ;21w•? " i -__. M84 - PG 38 'L , i m ?[] • : ,5 i c • Na " REMOVE ,e^ colas r• ..,.. ,... .. y .: ?.... ... CLASS ro?P RAP EST 2 _ ?? . Z ST 7 SQ YD FF ----------------- ------------- -------------------- _ ___ ----- ____r GRADE LIL B O CLASS RIP JAMES A. POLLARD, et ux EST 2 TONS DB 569 • PG 392 EST 7 SO YD FF SPECIAL DITCH GRAI (SEE PROFILES) SEE DITCH DETAIL B A NOTE. ALL DRIVEWAY SEE SHEET 23 FOR -L- PROFILE Carter" BUr? ess CONNECTIONS ARE 6" ABC SEE SHEET 32 FOR -YI- PROFILE In Planning E„9,,,,,,;,,g, Mast,,. UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS Como-fl- Ma w9 nl e tl Related S.-i... SEE SHEET 2D FOR INTERSECTION DETAILS Ra'd, Na th Co all o' 27612'°° ALL DRIVEWAYS ARE 16' WIDE WITH IV &' ASSOCIATES, P.C. IO' RADII UNLESS OTHERWISE NOTED Consulting Engineers !oU SCBAUB DR, SUITS #202 RALETGA, N.C.27606 WEYERHAEUSER COMPANY PAUL A. LEE D8 1C - PG 35 DB 849 - PC 488 I T6 11 - PG 375 MB 14 - PG 18 MB 14 -PC 18 BL-8 PINC 43+57.12 - BY1-43 POT 5+00.00 106Y FULL LANE -L- STA 48+93.26 8.15 LT 3500a TAPER SPECIAL DITCH GRADE DITCH fdADE 7 - SPECIAL (SEE PROFILES) -L-1?fa. (SEE PROFILES) SEE DITCH DETAIL D -- pur s gg „9 YI !o. l 0 0 sEE DITCH DETAIL C SPECIAL DITCH GRADE BL-7 N SPECIAL DITCH GRADE ry (SEE PROfl 38. o (SEE PROF) o SEE DITCH Eo TAIL C -L- STA 44«05.83 .' sEE DITCH orML D v ??• ti s= ?, .? •,.. 4,' _ . 81,16. LT , y w y, v it -A -1 ?a C.... fi,_ C C _____ ___ _ _ kl " rv -: r.i., y „ y LL . ??__ P t r F _T_ ? r ?_ _ ty c -.-_v i. ------------ ? .._ _ -:? - ? ? _. _ ___ N..$°,t-2 .03,8 e - ,. - 3, {. N '. _ _ _ _ "? -,. ? -'Y N C ;?. r ?'*-:r ?? ? > --`c-'= -= 1. a N 12, 1? iz r u c i Nr Z __ l2 N ?N 5, 42' 06.4' E_ -L-, .y r.? 72 ---------------------------- ------ ------- 48'WW FENCE k1v W/ 4350, SPECIAL DITCH GRADE 108.00 1.,., (SEE PRORLE5) SEE DITCH DETAIL R 3.597 62`35 us n ..- SSAJ 6235 335 t77A? 9m 79? 62~.35 3.405 y 5930 us 17 5 ua_ - ff,5 .Y15 915 305 6.440 ADI 2026 f e I X it ? ::.. , d u ?? ao J G1 yJ . ,.. ,? ... .., acv ? ,..., a 300.00'TAPER..a WASS 5 TOhpp61RAP ---- --- ~, I - tt E5T 14 $O FF ! :» NR l ?- ?i C 2' BASE DITCH EST CU 1D DDE 4.088.00 I 49-05 } F NCE AI SEE DITCH DETAIL J 120,E it 12216 I ? 51,50100 D I26DO >r' 4895D0 ` $-ONJA P 53, F i ti 122D0 -DB 1152 -fC 43.3 CLASS ON RIP RAP - lam, UB X26 PG 43 8 END WW FENCE ESf 7 SQYD FF CLASS 'r RIP RAP LIiY1 )WE DA AVERY R( .o 5's s 2'RASE DITCH EST S TONS IEEE FENCE & CA = -- DW 1094 PG 7-17 EST CU YD DDE EST 10 SQ YD FF I , m , U,80D0 _ , SEE DITCH DETAIL J L el ; OlX) s O SPECIAL DITCH GRADE i $ , y; 1 5 a? a NAMES A. POLLARD, et ux (SEE PROFILES} DB 509 - PG 392 SEE DITCH DETAIL B K .? i,:lt 'A iX SPECIAL DITCH GRADE CI k, r (SEE PROFILES) 2 SEE DITCH DETAIL R i RI D. PEED, ?O J." ,?; DDB 1152 PG 36 l? DB 628 C 3 4 w ?? 13'DDAO 44.00 A FENCWIN & CA I 1.100.00 1 x ' -,.,hem i s RANDY K, TYLER, et ux 13OOm u7, -------------- r? DB 698 - PG 184 DS 740 - PG453 EX R1W 41.3,28,07 0.00 l3KBA7 L I -YI-POT Sto.r3 ` j 3• ?? , 3 END (TIE TO EXISTING) oil K INGEf SMITH ?uMARK S. PEED DB 1051- PC 89 DP 945 - PG 306 t OB 1752 - PG 439 a" DE, 626 - PG 43 A 1 /5 s O S ii 4 N, u i PROJECT REFERENCE NO. SHEET NO. R-2510A 6 RM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINA RY PLANS DO NOT USE FO CONSTRUCRION NAD 395 NOTE. ALL DRIVEWAY SEE SHEET 24 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET CONNECTIONS ARE 6"ABC SEE SHEET 2C FOR DITCH DETAILS R-2510A 7 UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH PAV SHEET NO. 10' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN HYDRAULIC: ENGINEER ENGINEER pkID 3q5 PRgELIMIN RY PLANS II WEYERHAEUSER CGMPAJ1Y D8 i082 - PG 35 TB 11 - PG 375 I; MB 14 -PG 18 I Eu? s PIN 4 •43.3 •f,?:. - , 09 PING 1 e0 .2 __.-- W W h 2 LLJ X a m c P WILLIAM C. HADDOCK, at ux OB 1023 - PG 125 TB 12 - PG 532 PC A - SLIDE 104 Carter-Burgess C nsN-Uon ManogemaM5" Rebid Service 5811 GlenwooE Avenue, Suite 300 R°leigl„ North C°roltno 27612 __._._._ KO & ASSOCIATES, P.C. Consulting Engineers ,1011 SCHAUB DR, SUITE #202 RALEIGH, N.C.27606 'L' JIM JY?I J.JV 10.02 LT \ ""^"• (SEE PROFILES) SEE DITCH DETAIL C SPECAL ORCH GRADE (SEE FROHLES) SEE DITCH DETAIL C /001 FULL LANE 1W TAPER 10 LF OF CHANNEL IMPROVEMENTS E SPECIAL DITCH GRADE EST CU YD DD 1 " (SEE m ro ` LET DETAIL ? ` SHIN E DITCH DETAIL D ._ _ SPECIAL DITCH GRADE ?? t A EE PROFILE 01 _ RL 10 DITCH DETAIL D a N INC 55.86.94 P w o mw m I -L SIA61.2308_- 1 T -1' -i ? ?.. t °I I F I'•'rl ? - p• ?...a j 4 ..-??.. 118 L i. .1. +- :3 - .. . I -. l D D ?+--- ----------------------------- Hw 'F F ' _____________ ___ ------------ ----------------------------- --- - - - W , . Y w ?< < . t - SO . < < ... _ W T i i cm -- T T T- , r ? ? 12, ? t 2sr ? h Y tc h "-24'47&' Ej N 3 I 1 ._. ...-__ ..._..._ _._ ___.:_. ._. .. ? N 2GI(Dt 17 0.M 16 _? _ ____-, ?4 N J r- t ?I m b N ; ?1 c N i .,. ?_ . .. • , a0. F iGt,>- k "'a ? 14 i 6CONCPAV7 t c_ . >,t 4. ., ? < y \ < ? < ? < ? V -------------- fENC 55"? L E 62 t \ 59'WAC 2 00 110 00 [UP Rok FENCE ?'?? EST22 TONS FENCE 1oEST 7 SQ YD FF CLASS -6- 22 TONS P EST 108.OP:,i i ' S ? 2' RASE DITCH . . IIOb ? - 7 ,{ 0 1 EST 7 SQ YD FF, r` D EST CU YD ODE ?: B,00 300.0(y BE SEE DITCH DETAIL J 57-27.00 1? ? d > . l SPECIAL DITCH GRADE TAPER EST T CU BASE YD DITCH DDT SEE DITCH DETAIt 1'' 4 CLASS "B" RR' RAP EAST 'I sQNVD FF IlBAO ? ? ., E DITff EST 4 ' (SEE PROFILES) SEE DITCH DETAIL B x J HILL t M ' 1 j f Lip 55'50.CO 113.00 SEE C DET L J a;, ,y 4 . " yyqq?? iF o ?"'? 1MPROVDkNTS . , a u . r RR RAP CLASS ESEST T 7 TOSQ YD NS Ff- OB 630 - PC '25 . .,. l0 i ACCESS W/CL "I' RIP ' BREAK & FlLT R It' FRANK R ,, a EST TONS 12 . 1 KLINGENSMITH -` C FIF aTSQ YD _ ? . S DB 1051- FG 8$ .? DS 945 - PG 366 } ',) ` [ EST CU YD DDE TERRY D. ANDREWS et u? " l SEE OUTLET DETNIf DB 705 - °G 432 I OB '42 - PG 567 `y.1 .. v CLARKI,ESR?et all 'fl 0 1 X0 NOTE: ALL. DRIVEWAY SEE SHEET 24 FOR -L- PROFILE Carter Burgess PROJECT REFERENCE NO. SHEET NO.. CONNECTIONS ARE 6` ABC SEE SHEET 32 FOR -Y2- PROFILE R-2510A 8 UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS ConvWtonta in Plo lnq, EnginerNg, NChltectun. C-t-11- Management One Relatetl 5uvkva PAY SHEET N O. SEE SHEET 2D FOR INTERSECTION DETAILS san croN.oea n-em,e, SWta aoo Rtleign, North ca og a 27612 ROADWAY DESIGN HYDRAULICS ARE 1 WIDE ALL WITH DRIVEWAYS - ENGINEER ENGINEER U RADII OTHERWISE NOTED !0' UNLESS ,KO & ASSOCIATES, P.C. PRELIMIN RY PLANS Consulting Engineers RO NOT USE PO CONSTRUCTION tr `I e a U loll SCfIAUB J1757696 TE #262 RAL6lGf;y N.C.2 95 NAD -- WILLIAM C. HADDOCK, et ux 1 I OB 1023 - PG 125 TB t2 - PG 532 PC A - SLIDE 104 ??- Lf) 21 n, I ? ,c x I Mat _? WILLIAM EARL LEWIS, et x DB 8888 8 PC PG 59 5W8 SPECIAL DITCH GRADE _1 w CHARLES H. PURSER, t .K t (SEE PROFILES) - , ' SEE DITCH DETAIL D$ SPECIAL DITCH GRADE PBi". B?? SLIDE - PG 559 161 ?? - .. (SEE PROFILES) SPECIAL DITCH GRADE SEE DITCH DETAIL C (! Sp' (SEE PROFILES( DITCH GRADE SEE DITCH DETAIL C - + ff PROFILE S) ) DRCN DETAIL D Y2 POTSto 1000IXJ BM 2 % -- -"' BL-11 PINC 62+02.20 :: EIL - 1 BL- STA 60.88.77 BY2 45 POT 5-00.00 67-78.86 n7 V4EFT 3 54SLT 67-38.29 EE 2 P 16 SL.. 73+14 90 NCDOT CPS j R2510A'3 ----------------------------- D --------- ------------- - ------ -- -, fr311- W C ----- -- '? C ----- --- --------------------- Z --- ---- - --- 3 < . _ R I - l "y ? us rr atas7- ?? ?..,- ? vs n / -e 1lr? t0 _ - d N 9* 24'47 0" E '}< - - 20 I In- N- GIIN d B'-42=06.4= Ti.fi.. Ir 1 Z 7T5? 0 , n I L OND - . ~.. ..,. ? ? ,. I D {IRK, Q 300.00' TAPER -. n P 6 Sa,P ' - ... ----? -> ?_? -? ? ' H I' F? "5" D ?nSQ4-? tl F < H, ?,r , , 61L i _ ----------- --------- ^ o: .fir---- 0 I F 69r00.Gb 71-47,00 - w 73-81.00 1. 4e'WW FENCE -`- ??\ i '`. ?, IOJ.00 q ND HW FENE C.--k WJ \,W ", BEG WW 1167- DO FENCE s 1 ' I m ?108.OQ SPEC ?FC?RCH GRADE o Y? :?;? V? ° 7 x f 7M50A0 75,00,00 I? I CLASS "R" RIP RAP AO q 1` (SEE PROFRF$ 108.00 ORCH D Att-, ' NORM A AN JAAdES WHITE Y EST 3 TONS SEE EST 10 SO YD PF m 11 40 WRIGH ( 19 MAXINc W 'ti 73 PC 126 z SPECIAL DITCH GRADEDB 69,1 .. W. ALLICOOD END WIN 66'65.Tp 16 SEE PROFILE 18 DS 693 - PG 444 ^ }?' PATRI A ANN ED t1iiR0S x ('(g 1 If `?? FENCE ?? p SPECAL DITCH GRADE PC 4 A E PROFILES) SEE DITCH DETAIL D GB 887 P? pB tuia 1'G 863 SPECIAL DITCH GRADE E DITCH DETAIL R IN 35A0 DO)}"''lVLL IAMS 1. - (SEE PROF "B" RIP RAP { DB } SEE DITCH DETAIL R ' 2 DITCH DE 43,00 ESCLASS T 2 TONS -- ? r __ 1 s I7 E' 6T 1 (^ `, '[`° 43A0 m 6T 760 YD FF CLASS 'B" RIP RAP EST 2 TONS ` 1220.00 EST 750 YD FF ? E b fi . ( f SPECIAL DITCH GRADE _-- fi BEG WW C7v 1 (SEE PROFILES) 1220.00 4 1 I -FENCE w ," SEE DITCH DETAIL R '" 22 s? EX RIW END >?? x FENCE & CA ?, F t? I i. IS 13.00.00 !Iii 13 J. M. Hft et ux 1 m 40DO 00 630 - PG 23 38L17 A !5 ,;-1 ,.5 I ! (((?'i I o?u? r MELINDA WRIGHT GASKINS EARL D. CLARK, et ux ¢oo0 3740 G us IT 22 3%5 3905 355 6795 37+0 6;A40 W 6335 us n 6o 460 105 61T.U 460 ? 2 All Z" Z2-6 1 1 1300D0 EX R 1W Li ?1. DB 1126 - PG 424 I I DB 526 - PG 310 3 678 PC 52 1 n SIC. IC, P07- m + ? , 1 "` DAVD E. PA2AMORE, eL UX nc no (TIE-T0' EXISTING) ix u9t..,. --;-"" I DB 961 - PC 764 o PC C SLIDE 340 1 Ca rFi '? a,yw' ..,N 0..° 112 2?,;,> I? 1 ^) 9 J .,il 4 13'4e' R 09 E HERBERT HILL, et ux 4 DB 887 - PG 930 I KENNETHRAY WATERS, SR., et ux DB 10' 65 - PG 8?A I ?: NOTE. ALL DRIVEWAY SEE SHEET 25 FOR -L- PROFILE CONNECTIONS ARE 64 ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH 10'RAD11UNLESS OTHERWISE NOTED NXD 3,95 PROJECT REFERENCE NO. SHEET NO. PM' SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINRY PLANS U NOT USE FO* CONSTRUCTION Carter-Burgess r? CHARLES H. PURSER, et ux ro DB 852 - PG 559 1 PC B - SLIDE 161 3 r ro ?' SJ -?',i;' 1 I ? it I a L r'{ I I <: I I 1 C.-vu toe M-gmgeM?and R. oleo Srevi- 581101° ° E Avenue, S.Tte 300 Me",^ N-th C...11- 27612 KO & ASSOCIATES, P.C. Consulting Engineers 1011 SCIMUB DR, SU= #202 RAL8IG8, N.C. 27606 t _ GEORGE N116GIU>, of ux s. DR 1055 PC, 412 SPECIAL DITCH GRADE / 72 - ?G 58& 1 t t ,k k A (SEE PROFILES) " SEE DITCH DETAIL D 1 JOEY RANDY 115'Y0 t ux? LY y SPECIAL DITCH GRADE EE PROFILES) ® E ++ CLASS RIP ? QN FF SPECIAL DRCH G RADE „ 1 .H- ?r D 953 a S E DITCH DETAIL C t 1 F YD F O ISEI PROFILES) 1 + }' m D NLC i DB 10:7 =C 4AC . BL-14 PINC 79.01.00• SPECIAL DITCH GRADE ' BL-PINC13 7 +14.fi9 L -36 .79 h -L- STA 84.20.37 76.08 LT _ (SEE PROFILES) SEE DITCH DETAIL D NCDOT GPS ? 1 '? R2510A-4' ' z D --- •_ .. - ----- --- - -------- r ------- ------- --------------------------- -- ------ ----- ------ ----------- ----- ---- _..: - t . 0 .._, __...-_ --- --' = zr------- _- --- 1 • ---------- --------- _ - -- ---' 0° ' -' - .7,17,7 • ' . r .. 52 N 1 13.7 E V t .. yr .. '--:- ? . REM -- Cc„e?ai orNT - W T 22A _ V U 4 FI -.. .a) ,.. 2GpD1 M a s 6T& N ,. RHk 2G1 D) W;: -1EMff 842064'E4^ ay N " A 1 23 ,RF'' .- - 's ?(L? r . X"- A - p 1 mm* ns rne£R as uu wv£ a ..? ' J . N 1 .{ .d .C ?,. 'z .. ? a, I I ,fin - ., I L 7 V _ _______ -- _ _ _ _ __ _____________ ----------------------- - 41 ?` M > „' r- ' I -- - ? ? ? ?- • ? ,? ? ?",i ,.„ : icy !._.- - R, --- --------- --- --- - ---- ---- - rl. C FENCE C 4e WW an^' 7A50fX1 100 •° t .. '.y` 100 -- 8£G WW FENC 82?A0',? E y T"'? i 86^5000 0? 100DO q A Z A P4 1 100.00 M I' 4 25 r ? - "JA4 r n N?RGV E,, ax 1 60'(r0C£S% M CLASS R RIP; EST 2 TONS 8 -0 ,; 10600 .-_ ??LL DITCNxGAADE , sPEC (SE@RROFILESI-- ?..?t S' . pr 1 n t12ANGES C. TE TRroi - ua fl Bfl?AK m EST 7 54 FF - w ?".. ....__._? - 411 IAL1 EARL SEE DITCH DETAIL B - CLARK, et ur DO 7 8 - PG 723 > DB 801- OG 922 DB 9 1- Fu 572 z,. z; yZ.. -- 5+ 1 A SPECIAL DIT61i? (SEE PROFIIFS SEE DITCH'bETAI(D _t 1 4 14FRI I rR 22' '00 Mi9 a ?6 '- ? ? f x i DB GI FU '10 n(, 9111 9 DA 3 CLASS rY I ? ? f ?' '? - I , ?.? ,?... T ISt NSA t 'ESP87 ?,YOrF,E? ??. i fi O O 1? _ 1 ? ' 1 ,_ :- 1 ° ROBERT N. KMBLE, et alt' ; ' uo roar - r? as , t -? { f 1 fi U?r Ong + xl. 1 U d,ff 20. i 0 O- i rL C ;Omit I ? ? a v w rora o 1 a I m V ? ? N ? W I i n? I J? I E;P -°'1346'W J, JO a t I? t I I su ILI 219 ..W m B a NOTE: All DRIVEWAY SEE SHEET 25 FOR -L-PROFILE PROJECT REFERENCE NO. SHEET NO, CONNECTIONS ARE 6' ABC SEE SHEET' 2C FOR DITCH DETAILS R-2510A l0 SHEET NO. yam.. UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 161 WIDE WITH ROADWAY PDESIGN W S HYDRAULICS 10 RADII UNLESS OTHERWISE NOTED ENGINEER ENGINEER :I -95 PRELIMIN RY PLANS DO NOT USE PO CONSTRUCTION yam" r CarteraBurgess ConsulCants fn PbnNng,E0 n aineerng mcht..t _ ` I { Const-ti" Momgemenld Reloled Services f T 5811 Olen-d Avenue SlIte 300 Raleigh, North Coro no 27813 ?KO & ASSOCIATES, P.C. GEORGE F. WIGGNS: et UX X t ?.._. __...._..,.. , ., ?` i. M- Jc pe 414 Consulting Engineers 1-5 ,1611 SCHAUB DR, SUITE #202 BL -17 PINC 96.76.84• MUGH, N,C.27606 SPECIAL DITCH GRADE -L- STA 10195.67 ? - = PROFILES) 66.66 LT ' DITCH DETAIL D 2 k? SPECIAL DITCH GRADE r L?J BL-15 SPECIAL D TCH GRADE (SEE PROFILES) 7qTc L STA 90 0985 - JON. P' otTARC PNC6_-908},¢5_ SEE DITCH DEraLC BL- 53 75 LT I? L- STA 96+03.60 BM.3 nl Nrlf w l er u 55.29 LT ;HL- STA 94.41.67 ; ue ` i ?-,. .;? ,? ,? 7 .:?, N,, luz;,r EEVO 5467 .,a. _,_ - - -- . n „ SPECIAL DITCH GRADE r CV oar .+4rr r< .. C 6 ?. _ __ C (SE ORO' _ H ETAIL D 4..s-? li F _ __ - .. ' $ W 7.7 7, W zs _ Zg "W D _.x7 36 a5 $9 37 4T6" E En -t. kjM V 1r e :, Y RF1A..- g REM a^ N u n 2GI(D) N 8 42 .4' E ------- 2G1 ).v N ?J 29 2GI(D) I zs - - ?? na n :j " W mm* kl ------------ -- --------------------------------- < > " v _;t 92• I 92°90.00 $ ?`., „1 < < ? - ------------------------- Z 100.00 100.00 k -----------------------------------'- 49" WW FENCE 48' WW FENCE. - -- g < '? 99?A0 '-------'-- rc 935080 100,00 97-40,00 --- R ,F 100.00 SPECIAL DITCH GRADE 0900 9885,00 FENCE yi SEE ITCH SE ?- i . SEE j 93°36b7 CLASS °B` RIP RAP -' SEE DITCH DETAIL D 24BI 107.00 EAST 10 SQ YD FF SPECIAL DITCH GRADE W BASE TAIL DITCH CUSS "8" RIP RAP (SEE PROFILES) 220 LF 69 01% GRADE 92'93B3 EST 11 TONS 99'46.00 SEE LATCH DETAIL B ,tS 10057 SPECIAL DITCH GRADE EST 28 SQ YD FF 4 13500 `C F CY Q. / T4 O DDE ?"- EST 260 SEE DITCH DETAIL A 1 (SEE PROFILES) m CUSS °8• RIP RAP SEE DITCH DETAIL B L t CUSS '8. RIP RAP EST 2 TONS ' OS 79 Pt? 1,. 6f 7 SQNYD FF EST 7 SQ YD FF u ' hT CLASS "B" RIP RAP M1 200.00 A, ;? fl EST 7 SQNYD FF {A NATCHUNE 1 OFFSET 440.W SEE SHEET THIS SHEET .f 4' BASE TAIL DITCH 760 LF (4 0.2% GRADE ___.u..,. 9h80.00 EST 1900 CY DDE i•j.? 250.00 3R5 SEE DITCH DETAILA I t"m a m m z ? 11 d i m ,I t a m 10024.00 99.63.00 46123 47198 /0/108.00 ° g 833DO ?. roa3I50 , ,. ,--' 52752 . 100'50100 84550 3124 ......_- SD@ _ YATCHUNE L OFFSET 440.00' SEE SHEET THIS SHEET NOTE: ALL DRIVEWAY SEE SHEET 26 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET I CONNECTIONS ARE 6' ABC SEE SHEET 2C FOR DITCH DETAILS R-2510A II UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH NN SHEET NO. IO' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN HYDRAUIIa ENGINEER ENGINEER '` np5 PRELIMINARY PLANS ' ,1AID DO NOT USE Po CONMUC71ON C 0 S a. nj 0 SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL D SPECIAL DITCH GRADE (SEE PROPRES) SEE DITCH DETAIL C LLE --n1-r 1 _ 31 d, LIU- _ 711 biI 4?`I , 9us rr „ .r r1,y 0 r, JOHNNiE M. SMITH, et ux t 06 976 - PG 34.3 PC i. - SUDS 98-7 i BL-16 ` i. PINC 102-57.71 L STA 107«76.47 ., ^, ?,n??;;T?w: :rti;n;;r.?u .. as .. ,,:r? _;=tir ,r ?N-:r ? ?-wti r wti.pui?,;y;: R-;,"; -4- -7i--- , ,,. .,t._'r, ?. f'-•1t. ?_'y1`^,i f?.t?i ',lf??. ?-r?.._. ?'t 1:nLt? _ f'...f..'tl?? ...^ ...t.r!.._ _r.?...', r! .. ------------------------------ --- 3 rr u ti 7. N 9 4761"_? 33 J -N Tl2 2 t . u• N 8'4006.4'E L 34 5611 Gbnwood Avenue, Suite 300 Rotoigh, North Corod- 27612 ,KO 6 ASSOCIATES, P.C. Consulting Engineers roll SC&IUB DRx,cSU27ITE? #202 I?ICStca,. c ................ _ L V-8- 43 038"°E i' = Ibu'FULL LANE v a - ij R t - __ _ '- ------'- i- ---^--- C r i ---------------- - - ? 00 - -- 112.53 --- Cs: - , 100.00 I ? 32 i MAUDE EI IZABE7H V'!H'dEHURST DB 502 - PG 537 X X f i K h3 III ? It? DB 229 - PG 140 UP 17 - PC AA .v._ WVY FENCE CtA55 •R° RIP RAP 1I ,ts ? 10740.00 SPECIAL DITai GRADE ESEST 8 T @1 ONSYD FF , t [ (SEE PROFLES) SEE DITCH DETAIL R ?4^,' f0500f10 + 123,00 i ,.. SPECIAL DITCH GRADE 30 ?: (SEE IE? i r SEE DITCH DETAIL R ADDIE ELIZABETH F. GALLOWAY J y Y 7 r i r' I -??- SPECIAL DITCH GRADE OB 711- PG ]34 c, SEE PROFILES) SEE DITCH DETAIL D -I ANNIE MAE FURLOUGH 11 )9' LIP T.,P DB - PG 737 5 Y. i? ` i f t} m i ARLEY E. MEEKS, et un 08 914 - PG '251 P _ - ------- ----------- D, H. BRIGHT . _L. u POINT !1 N ' - ,. .-. - 4 ----------------- -- --- 48-WW FENCE 44oAo /00.00 ?SPEC?IALPROD=H FFIGRADE EE DITCH DETAIL D SPECVJ. D.C. GRADE ?E PROFILES) SEE DITCH DETAIL R P-3-9 MA7CH11NE Y3 STA I PROIECf REFEREr CE N0. SHEET N0. or g..oOroU SEE INSET R-25 OA 12 JOYCE CAMPBELL BAKER 33 RN! SHEET NO. DB 1196 - G `G2 v ?' 'G r - ° v ROADWAY DESIGN HYDRAULICS -1 IJ I .S E•. at x12'7895 ENGINEER ENGINEER DB 977 - PG 147 DS 961 PG 3,, I1 U - PC 4 ,fix sta. l2+ DB 1026 • PG 702 92 T. 4 !"-Y•3 Sta .5 l?'7 ,, 1217895 r' ' STEVEN MARK B1A 21 pl, 'X"RRIW 977 PG 481 PRELIMINARY PLANS O U8 DO NOT U88 PO CONSTRUCTION -Y3- POT • ` (Tt 0 1;,7895 BEG. VVN57 U ID A' 1 45.00 L 3 (TIE TO EXISTING) ro« F -; - - - C,, y 1? r, 0 a PI Sta 11'1471 GUY Savo R, et - ? - ? I - - JOHNNIE M. SMITH, at ux a'21-38,46(RT) v D6 976 PG 346 x r .._ 1 j DE 976 - PG 343 D -q3257.5' R 41 , sR6E AL DITCH GRADE .,> Carter==Burgess L '2266 4',r 0 ?? U al SEE DITCH DETAIL C d l co°awc°n1a m vion py. Lnal-°'ma M°nk..t. °, T ' 1147Y G I l 1 # con°w°non N°noy.meM ona Re oe°tl sxwcec Y I 6811 Gtenwo°tl Aveiwe, 6wt° 300 R '60000 P JOHNNIE M. SMITH, at ur, l ,1 11111 GUY MAYO. „N> e4 vA f Raleigh, N°rtn C-6- 27612 SE ' 06 976 - PO 34 l? R 08 INC • 2375' DD 976 PG eA ?- P -Wr ??? St kE 3 .,, KO Fcp pJp ClATl1JLpp ;C IL 'C 56? 1 h +.`- , ?. 1 r ?r- ?J 1 ? I J 'e000 11 Consulting Engineers I ? let d loll SWG DR,S[Q #202 NA H[/N N1R u STEVEN MARK BUC? I RALE1G1l %3.27606 a!\ H OB N 977 - Pc 481 BY3 48 I P NC1B h05. 0 • Ex RaY Ex B H -L- STA 123+97,75 5pEcm EE fr=LEE" GRADE 74.62 LT SEED ZEIA1 u 5 SPECIAL DITCH GRADE BL-20 SPECIAL DITCH GRADE ISEE PROFILES) SPECIAL DITCH GRADE -L' POT Sta 14'1.3.5 • (SEf PROFILESI E r ?? t RALROAO NAM (SEE PRO FL ES) PINC 112+93.41 E DITCH DETAIL D ETAIL C PUT Sta. I6+ A4 M E ` d j C SIN w - •,: ' , r,% ,'-r •{, ..?,r., , SEE DITCH DETAIL C L- STA 118+12.16 , 54.06 LT 1 L5D i ,, - 5 1 I- 5677 PC3Ya t6+ ' A ............................. - , „- W H V ---- -- ` `- C z .370.0..0. c.NE W r - - tN 10° 45'25 8" E a s Vf . I%= J/zq w Y ER - N ? _ m r N ? 1 lr r r lz r _ m --- MftJ50 . ? m _- - ?? N 8 42 06.4' zGImn e _ ', m - 100.-TAPER ?imzz:-L Qu. Lem; - - 1 2G4DI ,.,. ., Q; m- ?iIL_ .. --?7-_ >. ?- a----?- 4 p7 C1 _ J mm% 1 R 300.00 T Y rI - - - - - - - - - - - - - - - - - - ?---- -? --` ?I - -- -- - uAU Na sui Fg RS 1150-50-1500 u7 r-,-, , f J I I 194 ---- --- FENCE WB 68 aaa7 x 5 120-70 a ?qh C D 'AYNE 9G J ` ?SSPECIAL DITCH I H GRADE IC6.OO?S ME iPFCIA4tlOF1tE5) CHI' I DDN 'Z Fv 0 i SPECIAL DITCH GRADE x PROR .- -.l- r ( 4 , SEE DITCH DETAIL B SEE DITCH DETAIL B EEE D?IRH DETAILD r3 •ETONS---- 12700 12305JJ0 E,85 ?. s . 8 RIP RAF CLASS "Off RIP RAP 74 $ T 18.2.00 PI Sto TP75.34 Esr sQ YD FF r ` - r x ESF 10 SQ YD FF ' 'OMMY WHIT[!i:,g>T 56.00 F5T R IONS jlt... 6EY (IT) 'lTRA4 SPC3 91 NUUCG O5 t ux 35 7 5651 D ? 2 X 11Y 59Z - _.' X...._.,.._a _ , 35 A4 920?t P 726 -w-% ,. 1 47 MR4E 10_AUETH WHITPHURST T ° 11858 0g 532 PG 5A7 f Q7 o R • 1,800.00' i 6_ SE : e? I E ?,. 5800 ,- J C - 25, PT Y -- ?_ 1 ,5,? W4y n N I I' i w N ' FENLf'&_,c_A re O x--r.- .r 2 EN RhY + 52.0'7 ? AHL% GCIIiFPIt iEEKS of ux __._? `-- > E r.RlIP 189358 w I s L BEG WN GH ro0 uG 32 SPECIAL DITCH GRADE / I . I b ' (SEE PROFILES) fENCE N D m t G 54 c SEE DITCH DETAIL 8 r Ot & CA O6 921d - PG 896 F' I - I I CLASS "!" RW RAP u'd BY4 61 POT 7+50.20 EMI Esr S TONS BY4 52 POT 5+0 . 0 I 3 _?__ •cX i I -Y3- STA 2p BY3-49 PINC 15+41.10 79 a"con EST ID sG YD FF W 280.86' RT 9-c Y3 STA 19+93.59 - 31.02' RT III r? 20 S AO /9, ?_97_ 59 _.. ! , 1.8297 5200 c v I U. a 0 a e BAR R RD 790 i t 730 f 3845 6SSP 730 790 120 ' 375 r - - US 17 4 us n _42 - 5 aw 355 1 1 1.TD y 7355 355 Al' Z" 60 1 BAR - 1 860 B RD ' ' . ? 3 _ S !0 00 46.V W _ 1 r? T 1 I ? END PAUL - -'-- -- - - L '(TIE TO,EXISTINGA?a ;650.00 6400 WILLIAM R HANDING, et ux GB 781- PG 179 ? Z - 1300 05 605 ' PG 549 LUCY a TAYLOR 7 Sta ? + UB 713 • PG 25 . IrOWE, JR., ct ual N O ION JAG08 INGI DB z57 Pc 6S7 l (TIE T ?. SEE SHEET 26 FOR L PROFILE s' 37 t3} , r T I SEE SHEET 32 FOR -Y3- PROFILE SfE SHEET 2C FOR D(fCH DETAILS U?, 29..7 F I SEE SHEET 2E FOR INTERSECTION DETAILS L WILLIAi R. HA£01NG DS 908 - PC 299 I . r ALL DRIVEWAYS ARE I6' WIDE WITH IO' RAD11 UNLESS OTHERWISE NOTED ,yif 457,.,., SG6°40'34'-Vi 1 c m v, 2 V 0 0 N N 0 O Oi ?m o. l? BL-22 PINC 121 L- STA 1 53,74 LT 5 O R. GUY MAYO,JR. , et ux DB 976 - PG 346 PC E _ SL OF 98-7 NOTE: ALL DRIVEWAY SEE SHEET 27 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET NO. CONNECTIONS ARE 6 ABC SEE SHEET 2C FOR DITCH DETAILS R-2510A 13 UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH RW SHEET NO. 10' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN HYDRAUIC$ ENGINEER ENGINEER N? "_ PRELIMIN RY PLANS RO NOT U5E CONSTRUC'f10N J I Carters-c-Burgess Coneultonte in PlwmingEt dceAng Nchitecture, ConslrucNOn m-,-;n t an Related Servlcee $81101-ood Avenue, Suite 300 Raleigh. North Carolina 27612 KO & ASSOCIATES, P.C. Consulting Engineers lou s=W, R S = #202 MC.176M G CAROLINA POWER & y LIGHT COMPANY AE 633 -'PG 601 IL 1 l`r SPECIAL DITCH GRADE Y. " (SEE PROFILES) i SEE DITCH DETAIL C qtr, 0 1 1818. PG 18 -. 9 c REM - - ------------------------- - W r < W - REM H M - ,:.. 9 15° ,15' '??N ?a a a tv a N J s, ?% c a r ------ --- - ------------------------------- -- ,---- -------`-- -- -----` -?{ • { SPECIAL DITCH GRADE SPECIAL (SEE PROFILE) SEE DITCH DETAIL C BL-23 PINC 130+39.9' -L- STA 13557 .___-RU3_ U_ r ri l 4 n -- ?- ---'? 0 m e,IP v, v ^ 1°_ mmo 'L- 'n 61 .N 7y si ? @ t_ -- -- -- ,. -------------- - - --- - ----- - - t _. - -- ------------ ---- - ' ' ' TRAVIS 'EARL HUDSON ct-,o 45 DB?,914 PG 05 2 ;i08'44 156 11 , 1J'.G? rIP ?` 6 1F w? r - 1- TRAVIS EARL HUDSON at Ux s ?k' Y 59 DD 974 PG 105 Pp E - SLIDE 2-4 JOHNPIIE R JACKSON -, , , T? (G , t U x e r _DB 966 PG 906 it ^Lr,? -. p CHAD D. CLAYTON, at Ux' N Ly-,; y,S DB 1052 - PG 655 6y--" m> I 1LD gg 1 11 n EUGENE N. YOT', JR.f DB 996 ' P6 180 r ? I yCg°' 1 1 i - - r ? r IJOC' P 'i'E __ ? C8° 2d'1.7 lA ? u 26x h ' 5.17' 1 .cC OJ ??.7 WOb 12"[ S .E . _W;82& 0 '66"E © '+"2 F ! I Y N?ul-l--..[ 1.Jl /y "J i, N - ,` C s` 's 138'55.00 139-00,00 0.. W.00 & { 4 SPECIAL DITCH GRADE f ' CESTU5SS 'B' TONS EP RAP (SFE PROFILES) EST 14 50 YD FF SEE DrrCH DETAIL R SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL D SPECIAL DITCH GRADE (SEE PROFILES) Ot m SEE DITCH DETAIL R 4' BASE TAIL DITCH 230 LF 0 0.12% GRADE EST 60 CY DDE SEE DITCH DETAIL A Q 0 ! COOK, at ux 138.95M DS 434 - PG 79 06.50.00 DB 354 - PC 636 320.00 ?i 3?'? E ----------- 4 C m V S C L d ; Ii it 11 i 'I i'I m 1µo ? CAROLINA POWER & , O LIGHT COMPANY D8 633 - PG 601 h I.- b 35 Ir 6V' "ri 1 ?1{I, 4 c iz BL-24 PINC 11?6+05 9`Q .. BM 5 -- -0,4 -BL- ST?k'36!57.' JOHN ALHRIT I ON DS 1025 - PG 441 O PECIAL DITCH GRADE {EE PROFILES) EE DITCH DETAIL C I V 4- s NOTE: ALL DRIVEWAY arter„ urgess PROJECT REFERENCE NO. SHEET NO. CONNECTIONS ARE 6` ABC R-2510A 14 UNLESS OTHERWISE NOTED Gon,uRant¢ in PI-m9. Eng"-Fng. / .hate tune, Con¢tru. l- Monafle-t ono Related Servlcee RW SHEET NO. 5811 Glenwood Avenue, Suite 300 Rolrian. Norm camr? vstz _ ROADWAY DESIGN _ HYDRAULICS ENGINEER ENGINEER N N T KO 6 ASSOCIATES, P.C. ROD EY LAMO T ALBRI TON PRELIMINA RY PLANS DB 1 IDs - PG 414 Consulting Engineers 00 NOT USE PO CONSTRUCTION R, SUITE #202 10II S=d , C. N SEE SHEET 27 FOR -L- PFILE H SEE SHEET 2C FOR DITC DETAILS ALL DRIVEWAYS ARE 16' WIDE WITH - " 10'RADII UNLESS OTHERWISE NOTED TIMOTHY C. NORDECAI 'e ' 1094 - PG 113 PC C E- SLIDE 87-3 0 9 ,rI ? r STA 148+08 BEGIN EXPRESSWAY GUTTER . -? r (SEE PROFILES) "J f 57 _ D u r t . 3 ? r ` itr ? .,r .. r.:.r a` ._ 1,, .?.? .. , . -fir ?- r I St J ?? I x r 1tf CCOOK et ux z 1 CHARLES R. SPEIGHT, et ux - 08 971- PG 947 ... ..~ ' ' U 25. UB 434 PG 79-q DB 356 PG 636 1 PC `_ - SLIDE 67-3 x'- 56 t sR C 141-6105 L TA 146*60 76 618 LT 1 _ . C SPECIAL DITCH GRADE ( SEE PROFILES) DETAIL Ct -- T, STA U9+75 END EXPRESSWAY GUHER WlLLIAhI L. )SEE PROFILES) HULSLAN7EQ et x `^i?? Ntf I_ .,A o6'(O82 aPG 631 4N 1?` C E , - $ i ` L - R ?- t -------------- SPECIAL DITCH GI (17 PROFILES) SEE DITCH DETAIL AAL DITCH GRADE PROFILES) DITCH DETAIL B J. J. COOK, et ux DH 434 - PG 79 DB 354 - PG 636 s,R, r 15" .. 4A• 4 I ------------------- -L- PIS Ste 14230,80 PI Ste 14549.46 PIS Ste 148.6475 es - 3'00' 289 A-16'10'06"3' (RT) es - 3'00' 289 Ls -189.00' D - 3'10' 592° Ls -189.00' LT -126DZ L - 50795 LT • 126.02' ST - 63DZ T - 255Sr ST - 63D2' R • 1,800.00' SE - 07 INC - 27' (SEE PROFILES) IUuL S? OD ML 8 ; S t 146 ENO ?P F NCE 1 1 ? - C CUSS "'ry?SIP RAP II, li UT?NS' 3 EST T ff i 2' BA E AI DITCH ` tom LF pp.E% GRADE M 0 DETAIL A zl' ? 11 Y I? 1 l J 1 ?r} M ? ? Q b I1R 4? a , m r (} ? ?a?a II i. Y 1 I V S ?q I I I °` 149'OO.W EX H/W ?Ta 118 l5 AVEC OR 15! 25 mm ? f 2 1 PINC 147-90.17; tENCE`, app <=? 5" L !STA 152+78168 ? Ag, s f ? 't 8 i G, ?TO DRVN ?- ?-- ''I 76 52,q 8 ....r i. o 4 14,930 l02.2j -, ' ? 4yyl Ei ? "C `I J3 ; q DI}P'GRADE„I r _ "' ,? I IOOAO I -" l5h ax 2 JOSEPH M.KOLIBABrK DB 865 - PG 329 1 I 14 Ibv0 - 1 305.(X1 124.00 152OXL >? 0 120.611 54 AM ES KENNEDI• GIB65 O OB t 128 - PG 1G i KENNETH A. WILLIAMS, -'SPECIAL DITCH GRADE DB , et ar 174 - PG 541 ;ISEE PROHLE? n SEE DITCH DETAIL D D ?)yr I ?Lrrt _ I O JOHN W. KOLIBABEK, et ux OB 1004 - PG 634 3 V r ?7 n o1 v0 ' 1vA -Y5- BEG ?'? f t. Z, 0 11-55,09 EX R/R' 1 ,? N j I ICELECN W WHITPIELDO r % ?r^ i DS 971 PG 842 7 1 PC £ SLID•187.3 v'"? ,,,; v1 UO`A 1? 12.30.E NI I? 4335 r1 ?yU.---}} \ V^ \? l (/' \ 5200 '?r fH,U,SL;L WIL?iDEAM 1. J 31,rEG", HR e B 1067,; Pt 33?- CHARLES H SP, eR ux ?\4 v49 C E ?a IDE 28 9 ?/ \ B 957 PC G 72,1m :" ,.IElll"E 58 I r BETTIE A.STARKIE `' \I DS 1083 - PG 147 ?v ,- I 2'fllSE DIfCFI v SEE ..f v vv v 'j 7 \ DI YD DDE t£ DITCH DETAIL -.;•v ', SPECAL DR CH GRADE SPECIAL DITCH 15E \, " (SEE PROflLESi (SEE PROflLES) SEE DITCH DETAIL C SEE DITCH DETAItt \ $ E5 ?< (A Irv SPECIAL DITCH GRAB i 14.50.00 YD DDE4 tSEE PROFILES) 41.45 SRAE DITCH 153'8500 CT?I P r7l'o/,w" DETA4 15-01.45 157.2000 HILO lANf ?l 156.94,00 8744 SEE SHEET 28 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET NO. SEE SHEET 33 FOR -Y5- PROFILE R-2510A 15 SEE SHEET 2C FOR DITCH DETAILS RW SHEET NO. SEE SHEET 2F FOR INTERSECTION DETAILS ROADWAY DESIGN HYDRAULICS JOHN DB 886 E. 156 ' LL DRIVEWAYS ARE 16' WIDE WITH INEER ENGINEER ?1)?5A9 ?(O' RAD11 UNLESS OTHERWISE NOTED VFCONSfRrI?f'Tor7 \ PRELIMINARY PLANS I I Do NOT USE YO C'ONSfRUCITON c` -Y5- POT SI7.13e00A0 BEGIN RESURFACING IE TO EXISTING) / / ? 0 (T f2„50 LINDA B. EDWARDS, et vir 3OD0 08 858 - PG 195 ?;.r '? \ Carter:-.Burgess 12.4500 ? ?' 40,00 _ csnsukants in Plamirg, Eri9inexln9, bsn lei... nt ord Related Servkea 0 ! \ 58 GI, tion A--.S,1t1 300 Rdetyn, No/M Ca-In. 2761z eo"?c4 13 '? - BENNIE HERMAN STARKIE, JR., et cl 1Z 3000 DS 1129 - PG 936 3?oao s KO & ASSOCIATES, P.C. 50.077 Consulting Engineers tell SCHAUB DR,S[IffE #202 RALEIGH, N.C. 27606 r`! O "1 v b l / CARRIF M. TURNER ei: vir SPECIAL DITCH GRADE DB 1165 - PG 710 NOTE. ALL DRIVEWAY SEE PROFI?I. I CONNECTIONS ARE 6 "ABC i DITCH DETAIL C Y ? \ UNLESS OTHERWISE NOTED r v t3C' V dl P ux 17ir. 14'i SM rr9 v It1 •.? ?'3 1 ?k _ . r1C a sdb PC 805 _ 73 I I ? V2RIET CHAPh6Ati -70 161')00m -._..,? DB 310 - PG 341 p 4 G4 \ 'E6-WIN ?' 139i 105)00 i r • ?? ' FEV 2 CA g2.z4BL-28 PINC l q-11.66 v SPECIAL DTECH E 164-72M -T7-126 PDT (s PRO S DITCH L STA 16617 _ \ F DET Ex av AG 'lam • 1 EP EOPAOH SEE DITCF E N (; ?v as3oGO ,?" s m 13.70 LT _ t A' ,? 49,00 ?' SEE DITCH DETAIL C N BL-27 PINC 154+16?• roem? names ` aeESS ITCH GRADE . \ \ N NS-54 OT i 1?1 .1$ ENQ FENCE BEG FENCE (SEE PROFILES) <\ ?\ 315 8 > STA 159?CS.30 " ?1 6a+r6ib SEE DITCH DETAIL D 167-50 ;tI ti LT E E E m 96D8 E ---------111.-54 - t - Er, GIA SD-? E s E r I. E E E W TAPER E E ..;,r _. .pa/ ? i? r. RY INY? 6ti'? j - 48' WW FENCE Sr W _ fENC r' w0`'?-'` i--- 1)'3 ?,7LFy,ti!1 'r v - , 3?7.00'FUl1 CANE ,`...OT 150 -- - .? -_'1'?V1 EM ?g RY INVERT R m _ r REM 0$• REM -.. .,:. _. _ ...... _. t. .`.7._7 _- i7LY FU1 ,r1YE? - -_ - Y W{ - - _2GI(D) \ r, ~ 4? ~ n v ?L ?_CCDIlT CP .34 -, _ _W - - - -:_w Q GIa 30 44 :8 E15 = f - CdFiTbL roA () R n-5 TT 2rR ? a 1 4 f \ 7us M Flt CONTROL 1-01 T? N .. (, ..., 64? ,..?- W 15" I y5 ?)E 1? C ?s " w. r, 1 . x 355.00'TA'P1ER ,•. ` . AO F - } 100" { 4, v . ??'1 C?-F`" ------ . n5 a -?. -? r - --'' ----------- - ----- --t 5. e? --- --ci T ICODD'v w F --- TAP Ff U L IAN r -`I ..v? ..FENCE FENCE J" LEVEL SPREADER ! !5 • -- , 16P1l00 4 ti I w I r I ?.., 4100.(70 !61 END ? FENCE r 1' r f 453 ,.mss 63 . y 1 ?. v ACOESS - 100.00 161-40 F£N ¢ , Y \. 5v \ y:• '! ` 9 OBT9 S4 Y- Pc 597Y ? ` 159.5i.d0 l ND WIN { '?1 F B EG WW FENCE N.\ S (S EE R FII D TAIIwB I I I r LEVEL FADER T i (SEE OFIL" H GRADE J 14"LON r ` \ Z E SPECIAL I i PECUL DRCH;r BADE \I ; rd z 7 { v ft081 EIJE 'NINb"f'N SPECE1l DITCH GRADE { 159<I1DD SEE PROFI LES SEED H D IL B --. -? , 74 .o -25? EE 55 ?? A DD 4200 PGA H DEfAN B t 1Z D0 j r DITCH DAIL D 62• W' ?72 J. Hal, e 0. mm 7 Ub 1,47 Ux )59Kf I f' 1? a l G Y t I n c I ?\ 71 ??,, t III ??°' 1 t 7 }, 69 v v a W ?:•,? ?. 1 ?; 3 1 ?a 8' ... S ' R;E'1'S'+ RASP H?SiD('£K ' w '• , 4 a ?? T FRANCES 7ET5ER7O;d -A. DB 847 - PC 3E1 MICHAEL MlXELL, et ux I + ILO'' MITCHELL CLARK, e. Ux CB 974 - PG 968 M Fj U8 7049 PG 107 . glT T."11 1 Z t „. ?l DD 77,2f1 F";; 54E „ 'on r 2 vv !T C. to s f 1 .'ll FRE1OERICK RD uin "r m RONALD LEE HUSS F ra i.. All 5a1 1 -WO r ?,'m ....._ I ? yd .d ?; ! .l .,n 970 970 , _ OB 1139 - PG 433 ' 765 ? m 0: 4-6 `7650 65 ?? W `8.'? '•? F -a us i° WILLIAM R. COWARD, et ux 7 o 1 DB 1004 • PG 413 US v 2? II / ? 120 ? BAM- 8.420 in W w c r 10 rL 0 m- e NOTE. ALL DRIVEWAY SEE SHEET 28 FOR -L- PROFILE PROJECT REFERENCE N0. SHAT NO. CONNECTIONS ARE 6' A8C I SEE SHEET 2C FOR DITCH DETAILS R-2510A 16 UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH RW SHEET NO. 10' RADII UNLESS OTHERWISE NOTED ROAH?BIGN NDGN PRELIMIN RY PLANS W NOT USE PO CONSTRUCTION 'oe Flc Carters.-Burgess ff JULIETTE BUCK SYKES con.weo„m 'n Pmnnm oga , e - PC 380 " C-t.u<tloo um, ° t`o?d Reloi a S. ` eo' DB A42 man 5811 Glenwood A --1u4- 300 Rot<I°h, North C...11- 27812 1 2 ZrL Pi O KO £& ASSOCIATES, P.C. I, +? e0 DALTON RAY BUCK, et ux WALTER GAVIN BUCK ? Consulting Engineers ?I DB toga - Pc 453 #202 let? SCIfAUBG1f,R,SUf1B v DH ,139 - Pe a65 =V DN.C. 27606 s I ° I - a ( I DAL TON RAY BUCKJ IS EDWARD A BUCK, et ux 5 et ae I 0B 1 I I' DALt ON R. 73 DD 40.1 - P6 185 D841037 - -0 -053 BUCK, SR. c' S r I w DB 1043 - PC 497 M13 14 - PC 4t JULIETTF t e ',?>„ 75 i BUCK SYKES }I 4n NOTE ` n? ') :?ALBEN THOMAS i OKEYC R a ux 4.r "B -°G 380 DH 1001 P 835 r JOYCE O. BRIGHT 93 n CO NOT DISTURB EDWARD A. BUCK, et ux , r WENDY ANN BUCK 9?< GRAVE SITE AREA r PC E -SLIDE 51-1 .-a*c, -bE3 5$-?D 4 DB 493 - PG 185 ' 1C DB 1184 -'oG 918??, -- (.. CHARLES G TO,.Eft, JR. SPECW. DIT CH GRADE . zy <--T r wQ (SEE PROFRB) U t ' r" I B 1213 - PG 680 M SEE DITCH DETAIL C s j 1 ? ' I -?7 m m ?? sPECUtDYx1 GRID L?) a _? : ,1 S SPECIAL DITCH GRADE (SEE 60' S (SEE PROFITS) 02150100 7-488 I + '.'--- t•? /19.79.99 -._ ..__? B/YE SEE DITCH DETAIL D ] ?p1? $I{ G' F l , , 9483 fPU 1 + R/W ! <?; BL-30, c a a j END WN I °, .. 6CONC ORNE JJ 7 + FENCE ° .. I I ?. PIM 117.44 L RADE STA 178+05.57 6760A0 BL-29 PINC 167+17.37 8, 7 97A0 _I ` sPECwL DITCH G ' 0.00 X R 167?83D0 -L- $TA 172.05.70 (SEE PROFILES] Y4.40??.T A9'f3se CEMETERY -? O, E DITC 5 YRIJ _ EG F NC g SEE H DETAIL C 19 i - EX15R/'N Q 95A0?? 1.08 RT i E E E E C E E W ACE ': U1 - W _,,1- --. f7rC ?, REM RE `u REM1 CG _RDA REM ,R _ LWLI zv IT a 0. > sr CONTROL PoI W 1? S 1 tles N32°1TREn +RFM REn - _.?_ ?- =o d 3), Q - 2 .4"E -TS --- aa?v° a? 15,,N29* 2 _asa ?. OI AM CONTROL ?- h 14 !yR M7- 201 D) ,., II iI ?2GIIDt„-_- 4N 30'53'10 .J E GILD - - ! 11?(Z W 1 I. ,+ a y x 1 4? 4.3 ? t.3 15° I 1 d s it ------ °' ---; 167-50,00` C: i;l 0 ICODQ 1'k Bu, BEG IN s m 3 2 OFENCE I I VIM 1R i I w ? I ? 'v?l ti,Z? i 1r ? PATLIc1 ?, d CI> LEE SPECIAL DITCH GRADE 'WOMRD (SEE PROFILES) ??I f SEE DITCH DEGRO ,,1 ge 932 BETSY ROSE HADOOCKO w? 'PG 966 mp DB 847 PG 361 74 ?,1 ED 0 4 > i I . 4,rEln 96.32' P34aF9 a0 7 41?! .1 1C7 I ci r? 11 ? L L I , C3 4,j W4C? f???3 OJ 117 t' r° I 11 I??? I III ? Y I ,T ? III li ?I -, _ T'DMtlND Y. LEE, JR., et ua ?_ '11PI DB 1168 - PG 73 RANDY EUGENE DB 901 - PG 631 SMITH, et ux DS 892 - PG 973 I I ' i DONNA KAY MORGAN lal 09 907 - PG 625 I. I?t I 1170°-13`3.,,.: r 200.00' 100:YJ` 76.3` 'U N30°4Y5'°E ----------j0-°43`53"f_ N70°a,'6J"E 01 200 ?OL :00ku 9M, 61 SPECIAL DITCH GRAD (SEE PROFLLfSI SEE DITCH DETAIL R 79 MARTY THOMAS BUCK DD 942 - PG 378 YD FF 4' RASE TAIL DITCH 120 LF Q 0.0, GRADE EST 150 CY DDE SEE DITCH DETAIL A O 009DO JULIETTE BUCK SYKES, at al DB 942 - PC 378 DB 810 - PC 743 1 16'ASP.. PAYT L 1 `-- - 100.00 A BITCH GRADE dFILM ( 1 ? E D rc CH D AD,.R I I ' na ?^ 209 v1 ,,1` I I , t-____ . j JUUErTE Bur,?4 ? SYKES, ®: of O ? D8 942 - PG 378 f ' i ti OB 810 - PC 743 + I L ] r i F ? 1 -- - I ('-_.._._.... _ . J Wk..T R CB-AVIN BUCK , .. . DD 942 - PG 382 I PC E - SLIDE 51-1 1 -------- ---- --- - g -- SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL R O EDWARD A. BUCK, et ux DH 493 - PC 185 ---------- l h 1r ? j to Hi r !? ;r NOTE: ALL DRIVEWAY CONNECTIONS ARE 6'ABC UNLESS OTHERWISE NOTED ro E i w ° s , f ra D w DA T RAY BUCK, Pt 3 ux B 1033 PG 453 C r 0 ;JAMES ARLE BUCK, et uz °t..tr I I"?t?-_y w ?? 7 MARK WAYNF. 9 v2l I a._ ? 100 ,? P 'vn O _- D3 508 PC 371 .;;. 96 D 03 PG j SAREARA }1117 BAR Ej S„ u G -a N n 4 920 PG Y5 JO CE D. BRIGHT R4liv RAY FRi'dOLD et ux ? ? ? 19 ? ? `;N l My '? AG 4? OH 598 - Pp 94 t;J S: DH 680 - PG 103 ra P ,? 6 98 eau °> - Wo'? 3 \ SPFCTA?r, CH G DI r ( S1 s._ BL-31' PINC 179 -23.54' ?i 5oco DITCH DFIAH 60'AM 18V88.00 STA 184-11.62 18T-4000 BREA 91,00 END WW FfNC 6.60 LT S J 189 w T f0 m? / 87 -50.00 IesdD 182-79,00 181'50.00 ~P L:3 99.W BEG INN FENCE END FENCE aI E' y " 8?G WW FENCE m 95 1 WIN D L E E PF4y ._ E?r E E 46-4-4 FENCf T. ASPH DANE r REM S ~--_,F ?T _ 6 CONC,,f,?RIYE. 0 ( w FOOT REM" 1 341 `E , w r ?" ?^ 15 2 8 t V) y 'V J V ? rxmm?n m i N di v a m LA / NU O ? O/ N NO' x / M u' 00 SEE SHEET 29 FOR -L- PROFILE CarteraBurgess SEE SHEET 2C FOR DITCH DETAILS .uR< L, , 0, I ?gf,,arz<ng<da<h;tecru,,, ALL DRIVEWAYS ARE 16' WIDE WITH a,< uI mE 5e, «, 10'RADII UNLESS OTHERWISE NOTED R-i h. N,,th ComB,w 27612300 KO & ASSOCIATES, P.C. 3?5 Consulting Engineers ,10J1 SCHAUBGN, N. D%SU1TE #202 jMU3..27606 mw SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINM* RY PLANS DO NOT USE CONSTRUCTION o; _ -ERR Y '• 4 PtLiJGt? 3 ? ?3 I0995 PG 834 PC A SLIDE 84 J "hG 28 Via, I D5 '1198 me 54 i 7316 ? ?-? - -?' 1 114 ?C -A i I ` i0ffn W tlCt I ' DL 833 P I} -14"- PG 9 3 ? 102 L° I r? FR46A LLOUKe. et ?5 ? DO 5 1 PG 524 u' . BL- 2 PIN -16,b-25.04 -L: STA 190+13-37 f ?. CARL 00'I" LAS _ r 1 I ARAN h JP ?D4 exI 14.06 LT LLL???-- e PO 20 vr•,+ E,? f 306 1 1226 - PU' 3 BREAK MR 14 - PG 49 -t, J °j 191 c5 193-4690 I 11.41N96.C0 ' 89 rv r END WW FENCE 0 WW FENCE I E G E ,_. E E B _ _-_------------------ ___ _ 77 ....rt 4Etd t _ _ v S: V r;. V E FOOT I . ti0 Spumm LONG i i ,?0 t_JI +I < ?< ? i-__J I .? -------------------------------- 43. a 18 '. 4 ., 'y60'rAGC'E58 ? , i 6A8 F CLASS '8' RIP RAP REAR TONS ?r Ett 14 SSQ YD Ef?." 188 1 50 184.9E-4 _ ?r SA+]E BUNT TOLER SY v 4' BASE TAIL DITCH ,,e, DO 341 - PG w°2 t ES LF W 098% ..- EST 10 CY 9DDE 8 TOLER, JR. SE: DITCH DETAIL A ARLE?L. DH Is - PG 680 SPECIAL DITCH GRADE / (SEE PROFILES) SEE DITCH ITCH DETAIL B , .1 • ` _____ 0 GUY HA,RDING LOLLIS D6 314 - PG 592 REFERENCE NO. ------------------ ---------- J >D `ti :IAI DITCH GRjq. DE PROFILES} DITCH DETAIL` ,E t i ?C1 _P -cc J SPECIAL DITCH GRAD ff PROFR.KI E DITCH AIL B !83 !b , O I 1>a EDWARD A. BUCK, etua D6 493 - PG 185 /' m ro .I -____- NOTE: ALL DRIVEWAY SEE SHEET 29 FOR -L- PROFILE PROTECT REFERENCE N0. SHEET N0. CONNECTIONS ARE 6" ABC SEE SHEET 33 FOR -Y6- PROFILE R-2510,0 18 UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS RAY SHEET NO. SEE SHEET 2F FOR INTERSECTION DETAILS ROADWAY DESIGN HYDRAULICS 1 ALL DRIVEWAYS ARE 16' WIDE WITH ENGINEER ENGINEER 10' RADII UNLESS OTHERWISE NOTED PRELIMINARY PLANS i DO NOT USE FO CONSTRUCTION 1 ?y n i Carter-Burgess - - i Comultante in Plan ni En ng, 9 iomerinp, PrcNh<twe, Cant,---!- Manapemen! nd Related S-iicee f ' - , 5611 Glenwood Ave- State 300 Raleigh, North Carofmo 27812 ?KO & ASSOCIATES, P.C. Consulting Engineers 1011 SC Mf DR, SUITE #292 i i RALEIGH, N.C. 21606 TREkY `f. PATRICK nH 11±95 PG 834 r BREAK iTC A SL:D'c SL 203.49.00 AOC G 131.00 P4 0 SLIQE ;i17 PC E SUM 55-3 BL 33 PINC 192+09 98 1 BREA4 BO ACCfS$ h i BL-34 PINC 198+18.78 - BY8-55 POT 5+00 00 SPECIAL DITCH GRADE SPECIAL DITCH GRADE SEEff DITCH PROFILIESE C O . -L STA 196+98.00 m I . tsff PaoFILEn SEE DITCH DETAIL C 20908,09 206.50.00 r Cy 19 .00 9.65 LT E .' U 48' ENCf ? ?crtiL + TERRY ir AFRiCi< 202'3411 PC A Sr IJE 8s 2 00 203.OOL0 97,00 130.00 67.00 ?04? E?? ,Ig, Y/ly FENCE FUL E - -- --" W1 . 1 EX Rita' 00 c sf 201+8OJ2 200'50 ' - . -- -- - E E - ? - _- hr - ITEM r } .. .. ' ' M . , irrL.r„_ ..t,: REH _ - RDL IN caN [ _ _ 3 2T ?.. N 15 E ..1 115,31 c Tn Nrc 5 `- A4M 55 SDB ? - 11.0 155 us n us n - qW 75 0 ?_ ?- 5 SLn5 y RJ]D .0 is ? 1 75 Gl5 HARDING RD a D) is, --'--- SPECIAL DITCH GE (SEE PROFILES) SEE DITCH DETAIL s i ' STA 200+00 BEGIN D0'RESSWAY ' GUTTER 175'TAPER 17c, FULL LANE d 1 - - - ---- - ---- ------------------- ---------- ---------- ----------- 201.8DD0 EES7T2TONS?RAP t t , 200.50.00 118,00 EST 7 SQ YD FF 118,00 STA 203+00 t END ERPBESSWAY. rya ?? ?? ,, '- _-- -°---- ------?? Fe--- Ot ? a ?_ _- -" •93.00 r >`? GUTTER 12029?bb V`' d GUY HAAWXe i..OL.ti 106.00 H 3 : - PC yPz -L- POS Sta. 203+5676 - -y6- POT Sho. V l E ? i ? . ?.? FI FTC HDET +: SE JlAIL B D AIL 12. OAO? ?'t i -L- PIS Sta 198+5577 Pl Sto 200*4967 Pis Sta 202e43J4 Bs-3'00'285 A-8.19'10.0'(LT) es --Too'28,9' Ls -189.W D - 3' 10'59Z Ls -18RW LT -126.02' L - 261.36 LT -126,02' ST - 63DZ T -13091' ST - 63.02' R • 1,800410' SE - 07 INC - 27' SPECIAL DITCH GRADE 204'23,00 (SEE PROHLES) Sff DITCH DETAR D 100.00 CLASS W RIP RAP SPECIAL DITCH GRADE TONS E S 0 ISEE DE E T 1 O YD FF S TAIL R SEE DITCH PCSta. 098Fe ?y 12-0000 1 BASE DITCH f04 O it (SEE PROFILES) SEE DITCH DETAIL 1 'TERM' T, PAI F2Ut ;1 d)Ei 3945 -?U 3'A BY8-56 PINC 7+19.39 PC A - au 6a 4y -Y6• STA 121n96 \ ? a\A 19.WRT tr y BEG WW FENCE & CA ?Oe 0 ME,;TQ EXISTING! -Y6- PI Sta 13+24,30 A- 49' 26 44T (LT) D • ll 41' 345 L - 42287' T • 2256Y R - 490.00' SE -08 INC -18 NOTE: ALL DRIVEWAY SEE SHEET 30 FOR -L- PROFILE PR01? REFERENCE . NO N0 CONNECTIONS ARE 6' ABC SEE SHEET 2C FOR DITCH DETAILS R2 2 , /9 1 UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH W S Rnv HEErNO. 10' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN ENGINEER HYDRAIRICS ENGINEER 3R 5 PRELIMIN DO NOT USE PO RY PLANS CONSTRUCTION Np0 a O TERRY T, PATRICK D8 1095 - PO 834 PC A SLIDE 84 v P a T U Carter--Burgess ca so-.hdo`a'in...: i ga`e a mie?`e 581101* -4 A- , 5ait 300 Raleigh,Nath Car.11- 27612 r ?1 ?KO & ASSOCIATES, P.C. Consulting Engineers 1011 SC DRa SURE7606 #202 RALEIGH, N.C, 2 r;. a p 01 U TERRY ,1. PATRICK DS 411 PG R834 0 z c m n m S d cYi a 0 ,rl z ,' ?n J 4 e Ot . n \ L? A FRANK ??, } TERRY T. PATRICK DB "T5 - PG 834 RESPESS PC A SLIDE 84 DB 689 - PG 30BI'l , 2 - 1111 99-E-12 - ?, I 105 a'? ST'EVEN KARLE -] .r xn x D8 1116 PG 827 Y v 1 1f •c,? \ \ h1APVl J. H - rAFJP 7R I '! \ D895 -T ?? '' !sFla ?!S!??SIECUL ITCH RAI E 5 iC 1 iMSEE PR IES1 \ \ >i?2:. - ; I EDIT DET ? Y'. v y?, '. U 21 - , m 222.90.98 II 3 ' i l2 L UI ?S SEND ,LFENCE ',' I ? - C LL1 W c w 7 N 533E ° ? ? I FENC B2fND FENCE LrWi ~ ' ; p.. s e{ N 16° 24 27.5" E I N? ]GI?DI ??? o rl I TAPER ? q a -,35a TAPER LAN . T C ri END N --- GF _y_TIE T W C 48'ww 22h50A0 s; ? i- cac I _ _ 1UULv 107525 0 CL CLASS iVRIP RAP I 1R __j223-22LV' EST 2 EST 7 SQ YD FF m I !08.50 \L ACCESS PREFORMED - 224.25 N BRf,AN.,yi n SE DETAIL 1 LE rl ( 140.w ( r ? L r sk y HE°,11RD TERRY T. PATRICK JASON DS C. 1142 C, PG 1489 DS 1095 - PG 834 MB 14 - PG 02 PC A SLIDE 84 f !v ba,f ? ?--.-1 SIECML DITCH GRADE ISEE V0111 51 E DITCH DETAIL B ILL., t x NOTE: ALL DRIVEWAY SEE SHEET 30 FOR -L-PROFILE CONNECTIONS ARE 61 ABC SEE SHEET 34 FOR DET2- PROFILE SHEET NO. UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS coneiruciwn°e .9 a r.`1= se?ices' RAY SHRET NO. 5 11 Of..... d A--. S.R. soo ROADWAY DESIGN HYDRA LICE ALL DRIVEWAYS ARE 16 WIDE WITH R,I,Igh. N,r h C-Iim 27612 ENGINEER ENGINEER 10'RADIIUNLESS OTHERWISE NOTED KO 6 ASSOCIATES, P.C. PRELIMINARY PLANS Consulting Engineers DO NT L'6R FO CONSTRUMON soft SCHAUB DR, SUITE6 #102 RALEIGH, N.C.2760 v all -- LOTS ANN CRAY O'NEAL JIMMY EARL ki KINS 0f ux h1r'.RV ' l .I' ENGLEWOOD C. FELTON 'r Dr -? DB 9535 - PG 44 it 0 1 z ly, N Lt PC E -SLIDE 65 -2 K? ?N M om.r? tc) :E 114 r I f] ?n? n a ? 117 F YN J. HARRIS P4h4!;5 TRU51 MFf° DB 950 Pf3 895 ro D ,, PG E - SLIDE 65-2 °y b C60? IF -T2267293 °U YD DOE /W ug 232.93J4 UTLET DETAIL G 2 'PINC 22+20.46 2650.00 ,,.N 157,00 LATCH GRADE I61.C(J +TL- t:,; 227+09.58 I:' I u o Y %? $ 1A 'rw n '" (EX RIIN) BL 39 n>am ORLESI END 15.50 L7 S BED WIN C 22 +, 22 f .00 TCH D AI•3285 CA (EX RIW) A23 °B° PIP RAP CA END LEW- 7 LT TONS ENCE & CA FENCE & CA c,{ 50 YD W!D232.93!6 226?50AD 23259 SPREADER RAVEL ORNE ISS'EECIAL ? GRADE Rm 200 G (gym AT SEE H DEML;C SPE hA?L1I11TCH GRADE (EX R/Wl IEX Rn'll D0 -0 SEEi rx232,00.00 2222.3287 SEE DITCH DETX RIW 00 R228.9500 231-50.00 l0?.00 -926-00.00 EG a 3 f 9400 END MV FENCE I B .00 B ENCE d?,'ti , ,r , 1 t CE _ E E E -'? A - 1. roB 8 E E t, W aR tY. ?,. , s' < °"`s E s A V - - • at 79 A, J, I i C?11q . ? s `r l MN1 o? s N 16 2T E PR ° i? 2GR8) Ng -__ m?_ 2? 23 I. `?1GI ISLAND P. 2 8'x r4CBC 6' ENCE ' >. 77 1AT3x n o 5. r TIE v4 RAD.TOFIT r ----------------- --------- ---f 11 r_ \ C 4 N --- -------------------- C .. 1.. 1 74Yr . L SPREADER ?? ?2, , G.., - -V. 1--`_ -C 1, iu W 1480 107.00 224; AO I. m 1 , ,?L y SPECIAL DITCH GRADE 5 (SEE PROFILES) If OF CHANNEL . SE DITCH DETAIL R 1 IROV CL °Y RIP RAP 7 RL1EI FAROC ,r T TONS - • EST SQjYD FF EST CUuYD ODE ,198°g S OUIFET DETAIL H - - f '1 "-6- 233.840 PDE SPECWL DITCH GRADE i _ y '""W1? `? /00 -233.84JJ0 I l (SEE PROFlLE51 SE DITCH DETAIL D y_ AL DITCH GRNE SPEC 12000,, i - a? (SEE IMtORlE51 23400 / SEE DITCH DEVIL D 100,00 z 0 _Yl x - PAP ESTITON S / EST 6 SQ YD FP 6aAL I? R SCOTT ROBERT CATEMAN,et ux $ i ` M :! Y t 08 11$4 PG 216 . .. p y W. V . PREFORMED PC E!,/ SLIDE 9D-7 . - O SCOUR HOLE SEE DETAIL I f _ Y_ ^ 5 a O {+jj N SPECIAL DITCH GRADE PROFILES) S(SE DITCH DETAIL B O \R 0 !n 2 ' -DET2- PI Sta 130078 PI Sto f1+68.80 A= 8'35 437" (LT) A° 8 35' 437' (ITT) D -f 46287" D - f 4628T L -180.02' L -180.02' T • 9OJ8' T - 9OJ8' R -1,200.0(Y R -1,200.00' SE - 08 SE - 08 !1-c - 27' IN = J L/ m S C, -o , m in L ? W i 2395000 ? 105DO E _.f ? y aa_ N ~ _ Ala J .? I 8 JOHN E.'rAYI OR DB 1167 - PG 432 P6 B - SLICE 22 PINC 234-23.24 -L- STA 239.04.62 3.56 LT SEE SHEET 3! FOR L PROFILE PROJECT REFERENCE NO. SHEET NO. I SEE SHEET 34 FOR -DET2- PROFILE R 2W S 21 SEE SHEET 2C FOR DITCH DETAILS Rnv SHEET NO. ALL DRIVEWAYS ARE 16' WIDE WITH ROADWAY DESIGN HYDRAULICS ENGINEER ENGU&FR ENGINEER 10'RADIIUNLESS OTHERWISE NOTED PRELIMIN RY PLANS ff RO NOT USE F01 L CONSTRUCTION ?O5 I Carter mBurgess y; fi li Co C'. e . tructinNaon fn AlPlanni ane9eme ng, nl d Relat Engineering.ed d Servk S-iture. j I nse ea Iyf 581101--d Avenue, Suite 300 l Rerotsn, N Ith caronna 21d1z E ?KO & ASSOCIATES, P.C. '. 4. Consulting Engineers 1011 SCHAUB DR,S1178 #202 IGH N. 76M NOTE: ALL DRIVEWAY CONNECTIONS ARE 61ABC UNLESS OTHERWISE NOTED ENDTIP PROJECT R-2510A STA. rv 4 END PARTIAL CONTROL OF ACCESS rJ r f r? r u L , I SPECIAL DITCH GRAE q iCi, NN 'Vt'. URS"f - t SEE PRO ILESS i ` _SE E DITCH DETAIL 6,f? tl !d 51m, IaD 'rvd r"r ' I 1 249-78.00 241.5546 ? J - rcmc L A / ? ?J ? - _ xs•.?_.. 7't_ - _a 4'R m r- P(L r .{ y 0. i i w JL?I Q4. AJ M L r ?`Od d"a F. Q V i 1 -DET2- PI Sto 13.00.78 PI Sto f/-6840 A° 8' 35 43.7' (LT) A° 8'35' 437' (RT) D •4'46287' D - 446'287' L -180.02' L ° 180.02' R ° 11200-W R ° 00.00' SE • 08 SE • 08 INC - 27'' INC • 27' f, ?1 N ,OJ i i . .. ,.... V!, IFIERNARD NINFIE.LID f .. 9&pr P 071 .,.. ,.. ? „- Ma PG 7 PC E PC 5'4-2 ,.. i I r <- 243.67.40 .f IM66 END WW '. FENCE .,' .. ".?.... ea QSS t' i 'A 11" Ex RBL-41 PINC 239-92.71 • BqM 91 A 1 24h5&50 BY!-58 POT 5-00.00 ®}?iBS 2a,f ss15 E Ex R W L STA 244-69.67 L?qT c W ENNC 74.41 LT E4?? 'aa;ga c, - ° 2 114 , J z_ N ?06 51'14.7" E ?- - - N 1 63Y 02-7'F, 1-7 , I NOULD R a i APEI1' l H Ob';=2185-, .. °?'" ..., - ... B72=138382 `..,. Al? I ,:... -,_.- = -- Ty7 D?.:2... t . _ _;. _ _ -.. ......., .._. _. 100' _-- - - ,.,.SPEGWL'DITCH GRADE.. 1 _ TAPER INSIDE LANE FROM 12 FT AT 1270.60 LEA 10 (SEE PROFI 0 0 f7' A !68b5 SEES DITCH DETAL B w N-0/ RICHARD D. PEER, JR., et ux _ 418 9028 - PO 643 SPECIAL DITCH GRADE PC e ' SLIDE 578 ISEE PROFILES) SEE DITCH DETAIL B I18 10 11 12 13 14 15 16 17 28 29 30 31 32 33 34 35 36 37 38 39 40 40 41 42 43 44 45 46 47 48 49 50 51 52 53 1 64 65 66 67 68 69 70 71 72 73 74 75 76 77 1 -- ?_ ?- - -? - - - - - !00 YEAR HW ELEVATION 5288 FT - -- .6 OVERTOPPING FREQUENCY • 500, YRS Carter- V er1? Coneullenb in Plam 1n, En9 neer ng, I .h tecture. - ConakucGon Management-d Rebled S-1- _ . OVERTOPPING DISCHARGE • 79 CFS sell 01._ea A-no, Sail. 300 ?.. Rolegh, NorU Carol'no 21612 OVERTOPPING ELEVATION 5577 FT --- -- ?KO & ASSOCIATES, P.C. ?Consulting Engineers #zoz 27606 PI 775000 Pl 84?60A0 87 5 RALBf(u? NC z76o6 VC • 500' - VC • Z tact scxaae DR, SUFM ?? - EL i 565' fi@5 VC j EL - 56-' ?- PROP, GRADE -L- -2 _..._..T K -1 K •,i6 PF 50 RCP - K 60 ? I I ? I r I ? oP.sr - - ?? - i - I- - -}-?___ I y- I X721887 7 XI-54297 -- - - H - - --- --- (-)00429Y hX12 / 1g20407 y , (-?02000X ------ OJ(.Ctl%l11E01 _..? I :'CJ(?/14F1?.'? _?'?hMYYA"7 •r-t.- .?1._... _T'- __??.?-__ -___ - - __ - _ - _ - .?- _ ? __... -• ' _ }-••• 0_sC'CtlY iYEO/ ... -IIJ760/ !1f07 - _. •• ,•••". ••, F- - ? •-.-- ??,-,.•? ,r64 ?- .??w y-. 1___ -^ w? #.w 1...? r .._ 062F!/ l.T.v.rti ?._-- -• _ _? -1 077 tail' 1 ' a "- W 0435C/ (47) _ _ --.+.q . I . - lLT1 50- _ -t )5e5i 1 Tr - - wi - - - ?- I I q ! - W - C, I, E I o EXIST GROUND -L G $ g $ o $ m $ m $ PVMT ro aW a w aw ro? I ?hj 7 -t , i I I ?w ?\ I I ' w r t 1 I I I I T ? I I C__ __ ? I ,. 11 T I I I __ I I ? I I r --- 77 78 79 80 81 82 83 84 85 86 87 88 89 90 N 2 -0 4 m R! N N 9 d W N N R ? h W i 0 W 2 a 0 A m Q N w a m N N N A C V P N 0 T v a m N N oI 195 196 197 198 199 200 201 202 203 204 205 206 207 208 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 235 236 237 236 239 240 241 242 243 244 245 246 247 ------7----- 77- ? , I I I t E t; I --- --- ----- - -- - I I I , I I I I i I I ? I t ? ? f I I ? ? N t t t 2 I ? I I I _ I rr PROJECT REFERENCE NO. SHEET NO. ROADWAY DESIGN I HYDRAULICS ENGINEER ENGINEER PRELIMIN4RY PLANS DO NOT USE PO CONSTRUMON N • Carter=Burgess c- tucU, ManaOt ^I^-d Relolee 5 rvlcee KO 6 ASSOCIATES, P.C. Consulting Engineers 1011 SCHAUB DR, SUITE #202 RALEIGH, N G 27606 INGI ? 1 EL - 4.5.35' STA/3.50.00 VC . ?. EL • 43.05 t K -98! FEATNERTO -- ---- --; _._.-. -__ - - - - + - Pf70PGR - 6 , I h y-)0.20007 - -- -_ ----T-- - 27'7 "Tl ?- r v 10 11 12 13 14 15 16 m u ri r? a 0 12 13 14 15 10 11 12 13 14 15 16 17 18 s? h v sk t a Ui N u. 0 N W r c m v a m 0 a s See Sheet I-A For Index of Sheets See Sheet I-B For Conventlonol Plan Sheet Symbols ;_9 N 9 BEGIN END t PROJECT PROJECT I 9 - d II ' A ? 14 -` ?I h a? Gds/ ,•.::?Yy ?. ?? 17 VICINITY MAP STA 29+50 4 5 S E STA 33 50J -L- NI JlHIUtWW BEGIN PARTIAL CONTROL OF ACCESS 1.10 011 ?nr, i ?o $"o ?7 a a Y uea N F- N 7 IN 5:0g STA 57+50 STA 87 0 8 9 arnre rt?re >xorzcr °emuna no. .,Na• ,C• R-2510A g DPI DN STATE OF N®R°J[`H CAROLINA 34440`.1. .1 MAF-75 75-326 PE PE 34440 DIVISION OF HIGHWAYS ,SEA UFOR T COUNTY LOCATION. US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD). Nomad TO SR H49 (PRICE ROAD) BygS TYPE OF WORK: GRADING, PAVING, DRAINAGE, AND CULVERT R-2510_: PERMIT SITE AIAP NORFOLK SOUTHERN RAILROAD ST 104+00 STA 1512 STA 163+35 STA 241+50 +50 BITE - y x ?, g STTA 224+00 STA 119+00 g? STA 185+82 Z 11 12 13 /4 10 0 16 z -L-US 17 ZN g 89+00 S co cbtl co f 0 b ST 65 00 m? OLD N 1134 ERN a u, ap g EON 10- +50 STA 133 STA 108 50 STA 137+50 CROSSPIPE INVERT DEPTHS BELOW BED OPEN ENDED CROSSPIPE DIAMETER OmJES) INVERT DEPTH BELOW BED rceerl 15 0.3 18 0.3 24 0.4 30 0.5 36 0.6 42 0.7 48 0.8 54 0.9 60 1.0 66 1.0 72 1.0 0 ? TO CHOC WINTIY LU .j ?T 010 3a < cc, 18 19 ?16 20 21 U a ui w fHcl?s0 0 Rp? 0 06 Z3 O Fig p 2005 In END TIP PROJECT R- 5f0A DEAR- -L- POT STA,2alf65l? LU VOSANDSW4TE cc T iRL OF ACCESS CONTROL d ; BRANt I I LU a NOTES: THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD-, GRAPHIC SCALES Srl 25 0 50 100 PLANS 5:+ 25 0 50 100 ® ROFILE (HORIZONTAL) V i 10 20 PROFILE (VERTICAL) a.- US 17 TO NEW BERN DESIGN DATA PROJECT LENGTH P `" ' offl. W. HYDRAULICS ENGINEER DMSION OF MGIIWAYS CarternBur ess STATE. OF NORTX'CAROIdNA ADT 2006 = 10200 VPD g €oPJ, on" R.o.C6°1 F<;° ADT 2026 = 17000 VPD W-- .C-1 27 °D 5& ZJ1lf, No- - SIt, 3 FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION - " DHV 12 % L G 2M STANDARD SPECIF70AT7ONS PS' EN TH ROADWAY TIP PROJECT R-2510A = 4.387 Mi D = 60 % RIGHT OF WAY DATE R. DONALD HURLBUT, PE ROADWAY DESIGN ENGINEER PE T = 12 % " TOTAL LENGTH OF TIP PROJECT R-2510A = 4.837 Mi DECEM ROADWAY GROUP MANAGER STATE DEUQV ENGDIEBR V = 60 MPH BER 17, 2004 LETTING DATE CARL L U H DEPARTMENT OF TRANSPORTATION . B S III, PE FEDERAL HIGHWAY AOMJMSTRATIO DECEMBER 19, 2006 PROJMT DESIGN ENGUZUR " TTST 7% DUAL 5% NCDOT CONTACT; CATHY S. HOUSER, PE PA APPROVED DESIGN SERVICES PROJECT EIVCnMM R SIGNATURE; DIVIVON ADUMM A!'OR DATE NOTE; ALL DRIVEWAY SEE SHEET 24 FOR -L- PROFILE CONNECTIONS ARE 6'ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 12' WIDE WITH 10'RAD11 UNLESS OTHERWISE NOTED NAB 3,15 Carter--Burgess Co An tt_tltlon Id InapamerTrt'?m:a Relatae SI- SellGI-oo0 Avenue, SUlt 300 R,I,l(fi.NOrth Carolina'RTM ?KO & ASSOCIATES, P.C. I Consulting Engineers ® I017 SCHAUB DR, SUITE #202 I .. RALEIGH, Me 27606 PAUL A. LEE - c SPECIAL DHCH GARDE ! ` SPECIAL DITCH GRADE SEE PROFILES S - ECW. DITCH GRADE )SEE PROFILES) EE DITCH DEVILD PROFILES) SEE DITCH DETAIL D DITCH DETAIL C E SPECIAL DITCH GRADE ISEE PROFILES) / r SEE DITCH DETAIL C CIAL DITCH GRADE E PROFILES) ? ( lr EE DITCH DETAIL D t? -,_'•. •.y .?, r 'HP'S, ,.- - -, .r r .-. .-, ?. --.,.-v-.r_r ,' .- •. - r l r. .., s. ',. +: ,. - .. „ - - ? _U C U i 8'42'06.4' - C", -- SPECIAL DITCH (SEE PROFILES) SEE DITCH DE O JOIN JAY WALTON SITE I 1 Ur ., ljwo` 104m u REBECCA S. AY ! _ i WOOWN LIMITS \1? 189,57'1 \v soB^2I'srw: t . 4,9 w , 0 - ---- --- - SPEC,,VVp,LLMRCH GRADE SEE'?fTCAIL B f 'c------____ --> > U U m` Ymm /Oaoo JAMES A.POLLARD.et ux -WLB 1 REMOVE CLASS 'B• RIP RAP EST 2 TONS EST 7 SQ YD FF SPECIAL DITCH GRA ISEE PROFILES) SEE DITCH DETAIL 9 WETLAND SITES 1& 2 PLAN VIEW ADDITIONAL IMPACT DUE TO DRAWDOWN SITE 1 0.04 AC SITE 2 0.22 AC PROJECT REFERENCE NO. SHEET R-2510A 5 PAY SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULIC ENGINEER PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION INC®MPLE E PLANS DO NOT USE FOR /4 ACQUISITION GLIS 25 0 so SCALE.? -WLB- WETLAND I DENOTES FILL N WETLAND DENOTES MECHANIZED D CLEARING WEYERHAEUSER COMPANY 12 2 WILLIAM C. HADDOCK, et ux ti? ?JJ NOTE. ALL DRIVEWAY SEE SHEET 25 FOR -L- PROFILE CONNECTIONS ARE FABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 12' WIDE WITH 10'RADIIUNLESS OTHERWISE NOTED NAB 3L95 8Z1 -12548.74 . BZ2 7214.96 STREAM 724.74 $p,l'.;. -.H GRADE ;I SFE .. I 72ID Y ?J I 2GI(DY .. . SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL C To LF OF CHANNEL IMPROVEMENTS EST CU YD DOE SEE INLET DETAIL E IIECT REFERENCE N0. SHEET N0. R-2510A 7 FAY SHEET NO. DWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINA W NOT USE FO RY PLANS CONS RUMON INCOMPLE E PLANS DO NOT VSE FOR /W ACQUISITION Carter-Burgess Conn -t - Manaysnm 4r T_, Q.a .d Se+rv?e EERdmweed A'-'SUit- 700 RW.1014N0rth C-R- 2761E K& ASSOCIATES, P.C. Consulting Engineers 64h, ]OU SCHAUB DR,SUlfE #202 RALEIGH, N.C.27606 GLIS SPECIAL DITCH GRADE )SEE PROFILES) SEE DITCH DETAIL C SPECIAL DITCH GRADE (SEE PROFI LES) SEE DITCH DETAIL D? 00 ? RCBL' - - - - _ C :ONOJVW < < < < < < < < V) - LLI -T - ------- .----- '`T`''? 57f2lDO 1fOb2 2'BASE + EST CU YFJ DOE : pD SEE DITCH DETAIL A S7f9A0 ?b 1B I BDJ ase CLASS B. RIP RAP EST Z TONS 2'BASE DITCH EST 7 SO YD FF EST CIIJJ YD _ET, SEED dCh) DEL UL 1 56f50.TX1 SBI'38.21•w -' EIP IP 3 ?,0 ?•.MNEL J YOCL M' RIP AAP i 6 FILTER FABRIC EST TONS rZ ,?L EST SO YD FF I '? 5: uim ?eTVL, ? lu S? I? 087E98R9 263.70' CLARK,ESRD.?Ot d 3 SPECIAL DITCH GRADE (SEE PROFILES) 0 SEE DITCH DETAIL 8 u cuss R' RIP RAP J. M. HILL, et ux EST 2 TONS EST 7 SO YD FF -y- Ir 25 0 50 - SITE J4 0\ SC4E. r: 100' WETLAND SITES 3 & 4 I EGEN? -WLB- WETLAND PLAN VIEW DENO??f,L.IN ADDITIONAL IMPACT DUE TO DRAWDOWN DENOTES MECHANIZED CLEARING SITE 4 0.94 AC DRAWDOWN ITS CLASS EST 2 W" RIP RAP EST 7 Sp YD FF 1 ? 1 1 1 NOTE: ALL DRIVEWAY SEE SHEET 25 FOR -L- PROFILE CONNECTIONS ARE 6'ABC SEE SHEET 33 FOR -Y2- PROFILE UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS SEE SHEET 2D FOR INTERSECTION DETAILS ALL DRIVEWAYS ARE 12' WIDE WITH 10'RADIIUNLESS OTHERWISE NOTED Cartera-Burgess C-tru floe M-00 ;Apand R a5arvio:: •• PROJECT REFERENCE NO. I SHEET NO. Rk+ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER h46. & ASSOCIATES, P.C. . Consulting Engineers 1011 SCHAUR DR., SUITE #202 RALEIGH, N.C. 27606 PRELIMINA RY PLANS DO NOT USD PO CONSTRUCTION INC®MPLE E PLANS DO NOT USE FOR /M ACQUISITION l4AD 3195 GLIS 11 \\ SPECIAL DITCH GRADE - ' (SEE PROFILES) ,. SEE DITCH DETAIL C SPECIAL DITCH GRADE SEE DITCH D I C CW --------- - ----- I- ------ - - - 15 REM 1 W C e N E 01 m N ' N i w REM" REM 2GIID I 2GIIBJ. o 'GONG 17 r I?I I t?, _, DRAWDOWN LIMITS x CLASS '8' RIP RAP EST 3 TONS EST 10 SQ YD FF SPECIAL DITCH GRADE ISEE PROHLESI SEE DITCH DETAIL B y- -WLB- - - - 2+£000 IJ E Q+C000 JO.0 SITE 4 Con't 'J? ? STA. 65+00 R T?] us n aue PA 8 US n Bow 510 - - --WLB - - A 67+eJ.00 69+0000 I ` `7/ W`'••?."1 _'r? -?I2 N m SPECWFgTCH GRADE -IOEAO f4 SEE PROFILES .:.0 I L?` I7 • 1. y 79+50.00 .75+00.00 N+J5.00 .` SEE DITCH DA1L 8 O ! ( I, ` Im E SPECIAL DITCH GRADE r L _ (SEE PROFILES) ? ( I8 SEE DITCH DETAIL D ! t ; O SPECIAL DITCH GRADE A 43.W CLASS '8- RIP RAP SE(SEE PROFILES) E DITCH DETAIL B EST 2 TONS EST 7 SQ YD ff CLASS 'e' RIP RAP n EST 2 TONS m _ ?u 1 12+20AD;`• / . „ ,? 5 I EST 7 SQ YD FF LI \ SPECIAL DITCH GRADE 0.00 E7 I L? (SEE PR( ILESI SEE DITCH DETAIL 8 I1 13+0000 ?_• n, `,,I .. I: 0 EX RAS % 0O. f- ME-TO EXISTINGI ??? ?? WETLAND SITE 4 R5L1JA_/ SCALE, F: 100' 77 CON' T PLAN VIEW F. 2GIIDJ? ?RFM? _ .. REM s i ? c 6+DO - O 1\ I 0 I LEGEND -WLB- WETLAND ® DENOTES FILL IN - WETLAND DENOTES MECHANIZED D CLEARING NOTE. ALL DRIVEWAY SEE SHEET 26 FOR -L- PROFILE CONNECTIONS ARE 6FABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 12' WIDE WITH 10'RADIIUNLESS OTHERWISE NOTED NAD y95 I SITE 5 STA. 87+0 NP 4 0 CLASS 'B' RIP RAP EST 2 TONS EST 7 SQ YD F? SPECIAL DRCH GRADE (SEE PROfIIESI SEE DITCH DE7NL D PROJECT REFERENCE NO. SHEET NO. R-2510A 9 Rho SHEET NO. IOADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMIN DO NOT USE FO RY PLANS CQNSTRUCTION INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION Carter--Burgess con. 1tmtanln Imnlnpa^En0lnaarlna Arohlteoiure. tonal otlo M Oam t and Related 3ervioea SBIIGI-ood Avenu.,Sult. 300 ROISIOh.Narth C-11- 2761E ®KO & ASSOCIATES, P.C. Consulting Engineers ®1011 SCHAUB DR, S[lITE #202 RALaGH, U..27606 GLIS _.lf C m v m E N D. a m v" - / I _ ( YGn01 1515' CREM d I 8 42 06,4' E P _- -r _ I 7 -7. u 15 I M1 \? i -JI 71 T1 _-_1_ { / +? t_ A 7 O ES O: /' 110,00 )0000 CLASS B RIP:RAa ?..._? SPECIAL DRCH :GRADE / 29 O .. EST 7 SQNYD FF ( I /02A0 SEE'PROgIES) _ _ i O SEE DITCH DETAIL B SPECIAL DRCH, GRADE I . (SEE PROF! LESp SEE DITCH+GEfAIG 9 I _y_ 7 I• CUSS RIP. RAP I EST ISTONI , I EST-S7 Sq. W-FF? 1 I Y_ T _ - ? WLB? ? 25 0' S0 .I I ?.e? SCALE: r = 100' _WETLAND„SITES_ 5_& 6 L~I STAT9+00 J PLAN VIEW I ADDITIONAL IMPACT DUE TO DRAWDOWN SITE 5 0.0I AC - LEA , -WLB- WETLAND ® DENOTES FILL IN WETLAND DENOTES MECHANIZED ??'CLEARING. A SEE SHEET 26 FOR -L- PROFILE PROTECT REFERENCE NO . SHEET NO. SEE SHEET 2C FOR DITCH DETAILS R-2510A l0 ALL DRIVEWAYS ARE 12' WIDE WITH RW SHEET N O. I0' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN HYDRAULICS ENGINEER GINEER ENGINEER NAD 395 NOTE: ALL DRIVEWAY i CONNECTIONS ARE 6` ABC UNLESS OTHERWISE NOTED 5 SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL D SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL C ._----_-___ e J . _c 1 01 Z W y 2 SPECIAL DI (SEE PROF! SEE DITCH M m E v a m N N N /' BASE TN' 'r 710 LF@ EST 260 C, SEE DITCH - ?..WLB- ?-- +80.00 _._- v -.- IW OO(,• 47.06 ?oGO m m ?Np? 3q5 >i`fE' 6 m ^` m m _ con t-tion u naaem:'ntt . Rtl t a s. v u °' S 6 AROIonWooE AVmu°.SOIto ] 0 Ral°IaH. NOrH Carollno 2762 KO & ASSOCIATES, P.C. - Consulting Engineers ®]011 SCHAUB DR, SUITE #202 BALLIIGII, M'C 21606 TCH GRADE X51 DETAIL C _ C SPECIAL DITCH GRADE (SEE PROW SEE DITCH DETAIL D m WETLAND SITES 5 & 6 CON'T PLAN VIEW /' BASE TAIL DITCH 760 LF @ 0.2% GRADE EST 1900 CY DDE SEE DITCH DETAIL A 25 0 SO SCALE, P = 100' I 827 P LIMIN RE RY PLANS 00 NOT V6B FO CON67RVRION INCOMPLE E PLANS DO NOT VSB FOR /W ACOU6ITION Carter-Burgess NOTE. ALL DRIVEWAY CONNECTIONS ARE 6" ABC UNLESS OTHERWISE NOTED SEE SHEET 27 FOR -L- PROFILE SEE SHEET 2C FOR DITCH DETAILS ALL DRIVEWAYS ARE I2' WIDE WITH 10'RADII UNLESS OTHERWISE NOTED NAD 3R5 v E a m N a V PROJECT REFERENCE NO. SHEET N7. WW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN . RY PLANS DO NOT USE FO CONSTRUCTION INCOMPLE E PLANS OO NOT USE POft /W ACQUISITION Carter.-Surgess Canaotlo?nYm o?O:iatlerrt mM dai E se"T na SBII r4enwood A -9. N. C-11n. 27 0D ROIdch. OH, No Carolina l+* 7 3 KO & ASSOCIATES, P.C. o b Consulting Engineers 1011 SG'HAUB DR, SUITE #202 RALBIGA, N.C. 27606 JOHNNIE %SMITH,et ux SITE 7 STA. 104+00 GLIS SPECIAL DITCH GRADE ISEE PROFILES) SEE DITCH DETAIL D SPECIAL DITCH GRAD (SEE PROFILES) SEE DITCH DETAIL C I ..... nnw 1- O ADDLE ELIZABETH F. GALLOWAY rJr EIP (SEE PROFLES) o?w,c 3 1 EE DRCN S DETAIL D I, _wLe- _ - - _wLe- - wte --" e i W_ I," ' t ' m SITE B %7rKs' CS tTx J I l1. IVD V DU EIPI ? ?? Dv ?.-O 1GHT PG Mf) PG 68 WETLAND SITES 7 & 8 PLAN VIEW 25 '-JD so SCALE, P: IOD' WLB- WETLAND - - - DENOTES Flu IN WETLAND DENOTES MECHANIZED D CLEARING A NOTE. ALL DRIVEWAY CONNECTIONS ARE 6' ABC UNLESS OTHERWISE NOTED JOHNNIE -Y3- M. sMITH at ux P1 SIC 11+1471 DO 976 - 743 A° 2P 38' 465 (RT) D = 532'575' L = 226,68" T = 1147r R = 60ODLY SE=08 INC - 2375' DP C U £ Y3- PROJECT REFERENCE N0. SMEET N0. " STA/2iCb SEE 1NSET R-2510A 12 ..,,. JOYCE CAMPBELL BAKER O Pnv N SHEET No. 502 DO 1026 - PC p6 - ROADWAY DESIGN HYDRAULICS ?I - DAB 19TT77 - PO N7 J. M. SMITH, at IUn42+IB95 DB 981- PO 736 ENGINEER ENGINEER I P Y3- p07 Sin 12(7895 5+7 15 E+655 STEVEN MARK BUCK- -11 N ffl£ TO EX157INr,!_ 1 +7es . DP . ,- f ., • .CO .. .. EIP 1 I - CI .1 .C R GUY MAYO, JR 3.16 et Ux F ?SISns 39w I' LU - DB 976 - PO I _ _, . ao.r2 IPI I I C., j / ' - \ ; r-? Lt) 1 SPECIAL DITCH GRADE u --Burgess ,? ,'? I E9 I i I )SEE PROFILES) Carter O SEE DITCH DETAIL C C* OH t nn Plannlna. Enamearma AranHaaturs, _ JOHNNIE M. SMITH. at Ux ?? 1 d I C tr-71. Y_.aemant a M Rdated S-1- L 5811GI mood AVI-SUlt 300 R, GUY MAYO, JR., at me ` I RdAIOR North Carolina 27612 P o' ®KO & ASSOCIATES, P.C. P - - l5 123+BOLd Mf I Consulting Engineers • !'(' ^'? STEVEN MARK BUCK E R 1 i :I i I ® 1011 SCHAUB DR) SUnZ #202 A 9TT - PG 481 I I )24+80.17 RALEIGH, N.C. 27606 I . I R SPECIAL DITCH GRADE ;I )SEE PROFILES) SEE'DRCH'DETAJLQ'.• R SPECIAL DRCH GRADE 3,95 . SITE 9 (SEE PROF) ESJ =L- POT +356 = I "I WOO,-, AA SEE DITCH DEVIL C a. 6+ 3A STA. 119+00 - - 0. I YY,r SPECIAL DITCH GRA PK ._T,O......... __... ..,._..._. .. ISfE.PROfILESJ I -- SEE DITCH -DETAL l 'I ? .. h r ; W PiStd.l6+5677 I • --__ - - - - ----__ - ? W ---.- - - - ------------ -- -------- . . R. ? .... REM -. --- ) a 1e r EA , _RE^L <__, N 8 42 064' `f 2GI 2GIN) ?J it C .:MAUDEN,MHITEHU?tST -'-- - ------ --?-- I ? ? 1120+70.? = - t ! )? 4 5Jb r : ?? . m M > •45 /00,00 f'T _ _ _ f C I i. °• •, SPECIAL DITCH GRADE 1 ( ! `- ANTHONY UwAYN6 BUCIC-? SPECIAL DITCH GRADE SEE PROFILES SEE PROFILE (SEE PROFILES) 1 +0060 _ \ \ l PECAL DRCH_GRADE_•• ( SEE DITCH DETAIL B I •..) (SEE:R0.0FIfESI -- SEE DRCH DETAIL Di,. 9 \ 105J'24'W •„ ( SEE DRCH DETAIL B i - - r? \ CI155 'B' MP RAP / _75:6V_ 5w'S3'24' Elp NOB'99'3T'E NI.13' 123+OSDO M . -ESTTONS- - - •` - ;I EST 10 5Q YD FF - _ i - 30170 ro ,,, I -Y3- _ _, _ - _. • 250.00' - - - \ 1- ~ 4WDO P! SIa A+75.34 O .r.; I S8.C0 A= 7'32)16,8' (LT) TRAVIS EARL HUDSON, at Ux TOMMY WMTE}L1RST, ?0.3D = 3'!0'592' RST - at I - 85.63' I T I L = 2368r MAUVE LE(TFHLITE?-M-f -, rte- T I T = 118,58' 25 G so I: - (? 1 - - f8+s3sa R ==180000 ti: r. 56L0 I I , scALE, r _ wa EE - h- u I CJ I I INC = 2` FTSYO.1R+93.58 0 a /8+9358 ...? 1 +15 ) 5 EEKS, e m Ulf ,? '. SPECIAL DRCH GRADE EX, R/W I 260 ARLEY EUGENE M at -.: .. (SEE PROFILES) -WLB- WETLAND ._..... 1 , ..?` : _ SEE DITCH DETAIL 0 Fc-LAss IC EST 3 TONSIP RAP IS ~ ®DENOTES. FILL IN Y is CONC EST 10 SQ YD ff WETLAND DENOTES MECHANIZED lEJJJ CLEARING E N0828'13'E L'n' R" 35.5 SEE SHEET Zr FOR -L- PROFILE 20 - _ - - -rs - 52 I SEE SHEET 33 FOR -Y3- PROFILE . - --? - - " "- __ - - - - NOB48'43'E- - - - -' N08281VE SEE SHEET 2C FOR DITCH DETAILS V .,.,..-. % 4 r .. S l+_ar 96A'W _ Ep )': RR3ti .;ka ;: . 41 r.? ...RZ .,.. R.00' SEE SHEET 2E FOR INTERSECTION DETAILS ALL DRIVEWAYS ARE 12' WIDE WITH END CON TR CT10 IO RADII UNLESS OTHERWISE NOTED 6dS7 R(y M ME TO £XISTING)_ EIP 1 \ ?? '? a4PA R7 AO! a =I` W' N? t.l j ?I W m WILLIAM R. HARDING, at ux T a: pl0 ._ \\ ? .... ? M 1131 v WETLAND SITE 9 E LUCY B .TAYLOR 01 I - 7 w _ _1 JACOB F. ROWE, JR., at Ulf n n PLAN VIEW w a I 50555'01 W 5.4 E:i p? SB4tl4'SB'E 85.00' T 25.ao' -4 AD 5=a WILLIAM R. HARDING \ ? 1 &M a - „JIL l O N082872'E NDB28'IPE SPECIAL DF i (SEE ..: r .. ... SEE; fICHI 41 C- PRELIMIN RY PLANS W NOT USE PO CONSTRURION INCOMPLE E PLANS 00 NOT USE FOR /W ACQUISITION NOTE: ALL DRIVEWAY SEE SHEET 28 FOR -L- PROFILE CONNECTIONS ARE 6' ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 12' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED X395 SOIIN0'39'W 1467.75' SOS'40'39'W 1475.76' l iz?% 0 R. GUY MAYO, JR., et ux SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL C SITE II 0 RR SIGNAL 1 NWOIX SOUTHERN MMAD --1?2p -e_t- u5 0 22'857' ----------------- ----------------- - -- ------ e'EONC 0 EP I I (^v.^'.`'' EIP EI d 1 I 0 'q _ ? I ©co© ? 129f07100 / Q? ?/LJ m13 +50 r/? N 100.00 p.OOTBAIOG (MATERIAL f p 1 0' 100 } - TRAVIS HUDSON et NOB'44'31'E 98.08' NOB'4'37'E `110.45' 1,1064171 156.41' \\ 1 Ds.00' I IOLOP EIP \ 9 0 6,X0 RAIL c S yG m ? /?? TRANS EARL HUDSON, et Lnc A LI ® A JOHNNIE R. JAC ON, u \h1e 1. et LI)c m I CHAD D. CLAYTON, et n SOIL -.I ? 5D49'115E . - 120. o. ' I EIP,' u, NTP. 1-I 1 I NTA HTR ? m I 1 I L DR I I I ? ? ?8 I 4 I I EUGENE H. YOW, JR. 501 it ON I 0828'D2 65 N08'28'I3'E I I I I NOB'28'I3'E NOS28'0'E II 1I SBIZ6'01'E 249.3B' It5,00' 165.31' 15.03' CP 0120 6'0 °• Sj NOB2B'12'E N0828134 NOA2A'IZ'E NOB28'D'E S E 05.01' 115.01, .14.30' 86.OP N0A2813'E 65.00' I I 8'42O1S.4E -L- ,5 -coNCRE "GIIDI ?- ,r k ? C?Tf Of N - DP W GTON ` uP I ? 3 / L I\ - ?« PROJECT REFERENCE NO. SHEET NO, R-2510A 13 RAY SHEET NO. IOADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMINt RY PLANS 00 NOT USE FO CONSTRUCTION INCOMPLE E PLANS W NOT USE FOR AW ACQUISITION CarteraBurgess Cure ibn llunoqm nfn cl a Rata Q S-I- 581QIenvood Avenue.Sulte 300 ROIeICh.NOrM CorWlno 27612 ®KO & ASSOCIATES, P.C. Consulting Engineers 1011 SCHAI7E DR,SC/1TE #202 RALEIGH, N.C. 27606 x GLIS I CA{?p?NA POW MPANQ?Yk LICHT CO SPECIAL DITCH GRADE (SEE PROFIIESI II SEE DITCH DETAIL -C 84' CHL 8 3SBW VM 118'CUP - --- - ------------yi cR < h W us n zra?r I. N` ---------- ---------------- ---- --? 138+0950 138+551X1 SPECIAL DITCH GRADE m m CIAA 'B' RIP RAP (SEE. PROFILES) TT 14 SQ SYD FF SEE DITCH DETAIL B SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL D a m BO0 4' BASE TAIL DITCH 230 LF 0.13% GRADE SITE 10 SEE DI60 CY DOE TCH DETAIL A STA. 133+50 0 m J. J. COOK, et ux 1 11? 138+95,00 320110m _ T?E 1 WETLAND SITES 10 & II PLAN VIEW ADDITIONAL IMPACT DUE TO DRAWDOWN SITE 10 0.18 AC SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL B 25 0 50 SCALE, LEGEN -WLB - WMAND DENOTES FILL IN Y!1llldlllJ WETLAND r DENOTES MECHANIZED '- I I CLEARING C. m 9 N N E ?I v, 0. a m N N w SEE SHEET' 29 FOR -L- PROFILE PROJECT REFERENCE NO. SHEET NO. SEE SHEET 34 FOR -Y5- PROFILE R-2510A 15 SEE SHEET 20 FOR DITCH DETAILS RAV SHEET NO. SEE SHEET 2E FOR INTERSECTION DETAILS ROADWAY DESIGN HYDRAULICS JOHN M. ELL / gg5,5B ENGINEER ENGINEER ALL DRIVEWAYS ARE 1Z W WITH / / - -POT Sta ' 55.09 / O' RADII OTHERWSI EEA107 -ED / ??s3 e 9'S -Y5- POT Std.l3-F00.00 W NOT VSR FOR /W ACOVISITION EIP O ME TO EXISTING) / DP ?P 94 100.0 11+55,09 12M5m Ur ; B EDWARDS, at vtr ? 0"9'S6 ??$? 30m Ere sei4s652'w ¦¦ ( O it •,. sNx5 T3gg4 EX RIW 12+45m e / Carter•Burgess CoroWtante In waceme , Enalneerln0. AroS-I- e. ICELEEN W. WHDTIELD 4am O / DP OF ?.,, B5 O,E 503'98'S9'E EIP N97g51'E Corntrvotlon antl RNateE 5•M 20.15' 68tldanvoo0 AIIvarw?e-5ulte ke 700 Ralelalx NOnn CarolRw 27612 F li+OODO BENPEE HERMAN STARKIFJR, et al u9 0.00 12+30m 7 KO ASSOCIATES, P.C. 4735 , _ 4v % Consulting Engineers q o ?1 Ul ®IOll SCHACBX, N.C 2 DR, SUfIE1606#202 C o O .u 13+00.00 RALETG 2m - P LO EIP^' CARRIE M. TURNER, at vlr WILL)qq?? L - 56@78'3IE O SPECIAL DITCH GRADE HULSLANUFA Bt D.I6 +JOm 70 (SEE PROFILES) I CONNECTIONS ARE Of 0 CHARLES R SPFIGNT et ttt _ mA?• ?p c?p/? ? 4249 V W SEE DITCH DETAIL C UNLESS OTHERWISE NOTED A. \ spa JASPER { ?5 BETTE A STARI(IE \ \ 5eE BOYD,JR"at 13X SITE 13 tiB \ , \ i. ?OAy9D? •? S41.56'45'E STA. 162.35 DANNY SMITH ?e% O 2'&15E D H RC 'm ER CD YD DDE HARRIET CHAPMAN ,c SEE DITCH DETAIL 1 16180m : v , \ GLIS \ + LJ SPECLLL DRCH GRADE SPECIAL DITCH GPADE \ \ i (SEE PROflIESJ (SEE PROFILES) ' SPECIAL DITCH G E SEE DITCH DETAIL C SEE DITCH DETAIL.C 1 9 (SEE PROFILE +72m S) '162fmm CIAL DITCH GRADE -:15+30m _ SEE DITCH DETAIL 4+ gqQ SEE PROFILES) 1 T' BASE DRCH SPECIAL DRCH GRADE qg,(p SEE DITCH DEVIL C ESr. CU YD DDE (SEE PROFILES) 41.45 161+5000 +33m fpm ' 153+85f1Q,;,_ SEE DRCH DETAIL 1_ _ SE&DRCH pETAIE?` 15+01.45 \ SPECAL DRCH GRADE ` r 16357 r? -154+6530 l?+ 1.p 151+20m •, \ E R \ \ 159+5178 08m 118m (SEE PROFILES) b m E R, 158+24.96 \ ;(OZN t, 1 E Ib4f18m• SEE DITCH DETAIL D 167+50 1. 96AO.i 156+94m EIPY _ ?, / ---? F 961M: 41 W.44 Gh \ E E '' E 1s' G FE E E E y W E- ---E -- / P _- --- ---- EIP -G W EIP ?? _ - _ ?, F1P 1 REM 1 1 --__.__.. ,. ... ------'- -'--'-- -'• '.. ,- - REM ' 15. 2GI(D) 15, 15' \ « ,. \ . / . Q R.+A ?) `I f 6p ?J DP -s S ?-z ??? Ir -17 25.3 ' • 1 .F L I 1 ` J ?0 1 15' 15. ' IS C „ r. 67.91'17'E 164+Wm --? s• P's is s fF -1-4 IT\ LEVEL SPREADEk in I + •' 1 1604f1m -,; a. ! 14'EOM'G .. ? m '' !61+50 R `^ , m f loom I , Ns a r 100m m 6 ; GRAD I j .6 r` - SPECIAL DITCH ! BILLY RAY BEASLEY 159+5100 LEVEL SPREADER 122,,00 ( L .... m (SEE PROFILES) ?--- ?? 0 SPECIAL DITCH GRADE SEE DRCH DETAIL R l 119'LONG SPECIAL DITCH GRADE PECUL DRCH-Y?RADE SEE DITCH AIL B z I m N PROPI LTD BOBBY:GENEW6,THINGTON R eaoflLES jymm a (SEEPROflLES(' 74 89 SEE DITCH DETAIL B EE DITCH DEVIL D v, '.. I 0 t '1 bys 3? , N ) 16 +50 72 - i - s N m -L- rPOT, Ste. 159+26 4 = 12 m r' I . Lj - _ l?T f BELY J HADDOCK, 7 A A95 t?JAJ yeJ I `» f at UX 1 1197 43E ?- o V 4 O O SSpq, . N 0 ?- \ t J O e° o,A - I 7! T? I \ ° 4 EIP N305134E BETSY ROSE HADDOCK S31V3'16ry sp?5? FRANCES TETTERTON 7-7 99.95' DP 108.731 \?t MICHAEL IBZELL at Lax ROY MIT CHELL CLARK, at LI% \\ > SITE 12 ?"> '? N:., 6tl ? STA. 155+50 , TLAND SITES 12 & 3 '`..1 ' .. 1 ' >b 9.9?L? •sr ?' ? I± E w 5 ,P 7 EIP ` =DI I 5I0 -- PLAN VIEW ` S3 - S32'2B 27'W 96.06 ?. 1 \ - _ 201.56 ,-s72Y6I26'w ' v m ?• + SCALE.V p01 6158 iPI m I i r - - - _ _ - _ RONALD LEE RUSS .. r 53228 27-W - a e 257.63' WLJJAII R. COWARD, at LIX ADr WX w9 ?' ? ur n I/s n ?gp L91r- 16.839 9 ?- D6•w ?db-?'. 75,6• ryl 9,r•' • ?? 2•f ?2p s; s9gir9P 5z'0p' n S3220'4T'w 123,60' ?K -WLB- WETLAND f77A7TPna DENOTES FILL IN WETLAND ® DENOTES FILL IN SURFACE WATER DENOTES MECHA14ZED D CLEARING PRELIMTN RY PLANS W NOT U92 PD CONSTRUCTION INCOMPLE E PLANS CI 01 NOTE: ALL DRIVEWAY CONNECTIONS ARE 6 ABC UNLESS OTHERWISE NOTED oa N Nd DALTON RAY BUCK et ux IF 150.00. S30'46:40'W ,r . N70g63'E•..^- - 19997 r `, OJ MARK WAYNE OSNOE yJ - JAMES AALEY BUCK et ux °. A f ti , 96 JOYCE D. BRIGHT L ERVIN RAY ARNOLD, at ttt m m 96 1 ( o k m,, r ..?-T _ I 1 O'u Z?? Z I I? 4 1 JSPECUL;ARCH GWROE / (SEE PR6HLESI I l ,:N7655'99'W _ _ _ s _ ?• ? SEE DITCH-oETAIL -- 104+SOm ' 0m 90 m I E L C b W 8? d Y 3 ti t9 PFAt . ...," J 1e14Nf CHARLES L. TOLER, JR. DB IM - PG 680 SEE SHEET 30 FOR -L- PROFILE SEE SHEET 2C FOR DITCH DETAILS ALL DRIVEWAYS ARE I2' WIDE WITH IO'RADIIUNLESS OTHERWISE NOTED ?p0 N7172'79'E 279.26' ,O -WLB- BARBARA HARDY BARR ' If Ce V .\ m? n oA 1 m U wT )t 95m., . 717p E E C 6' CONC. DRIVE 15' EIP "' `%' - I - Carter••Burgess PROJECT REFERENCE NO. R-2510A c-ttrr ,tlon? wanaa lMer:t ane aaaea s-foo, ?' RN! SHEET NO. RNet1Gh.Nortth Carolina 27612 ROADWAY DESIGN ENGINEER ?KO & ASSOCIATES, P.C. Consulting Engineers EPRELIMINARY 1011 SCXAUB DR.,SUITB #202 RALI IGX, N.C. 27606 GLIS N30'49'19'E 202.04' O TERRY L PATR I ..I KK -TERitY' L. BUCK o 1D N O ml. I LS ? _- EIPI ER '30-49'19'E ?•, 150.77' I f16? A9,1 wLe- _ JOHN W. RICE, ; 30'49'19 . Ux y- y- 50.00, ERMA LEE COOKE. at - " _ /, ,' u N £ 0 Y o r m O H R L 1 . p r? BRCAt4ARLCH JRe S LDC a 191+f661b . rf.. .iL E ! E-Vim---E r- E ?E- r? -___- Ais. 15' 15 .. 'iN3 15' 15' 1GI N 2GIro} t _- I(,I --------------? ---------R--------'- f? &5+06110 /r06DO 1 MESFASS •B• RIP RAP 5 TONS 19?Dm EST 14 SQ YD F f j 1 f ' 00 f94+91m i 1050 '--'I O J SALLIE BLOUNT TOLER j 4 BAS TAIL DRCH E j 1 so tF Q 0.9 Gktt? Il JI EST 1 E 0 CY DD ? SEE DRCH DETAIL A ,r SPECIAL DRCH GRADE - - - -"' (SEE PROFILE( ^ - - . _ .... _ _ EE DITCH DETAIL B - - -L- H e3. REM. - 4 ----____`C-_- 193+50Do - T(SE RCH DEVIL B • f. GUY HARDWG LOLLIS SITE 14 WETLAND SITE 14 STA. 185+82 PLAN VIEW ASPH. 25 0 50. ?. SCALE: P=100' LEGEND -WLB- WETLAND p7A7TT1771 DENOTES FILL IN rld!!!1lld SURFACE WATER SHEET NO. ENGINEER PLANS OT WE Po CONSTRUCTION MPLE E PLANS USE FOR /1Y ACOVISITION SPECIAL DRCH GRADE (SEE PROFILESI SEE DITCH DETAIL B 183+92L0 O m EDWARD A.BUCK,et ux P C: EIP ' ' 141:75' .,.., .. N35'21_g2'E TERRY T. PATRICK n O I STEVEN KARLE 7J r A. FRANK RESPESS O Z h W y `Y Y Z l EIP NOTE: ALL DRIVEWAY CONNECTIONS ARE 6' ABC UNLESS OTHERWISE NOTED SEE SHEET 31FOR -L- PROFILE SEE SHEET 35 FOR -DET2- PRO) SEE SHEET 2C FOR DITCH DETAIL ALL. DRIVEWAYS ARE 12' WIDE WITH Carter-nBurgess Cone...I"lnMano0_n+ nd Qe .d°.-I... ei 58110hrn0.0 Av.-SNt. SOO 1O'RAD11 UNLESS OTHERWISE NOTED KO & ASSOCIATES, P.C. Consulting Engineers 1011 SCHAUB DR, SUITE #201 RALEIGH, N.C. 27606 PROJECT REFERENCE NO. I SHEET NO. RAY SHEET NO. ROADWAY DESIGN HYDRAULIC ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT USE PO CONSTRUCTION I14COMPLE E PLANS DO NOT WE FOR /w ACOUI9ITION EIP4d N16!4f2IE N6'34'21-E 239.96' 251.22' f. L..1 r,- 4 'l LOIS ANN GRAY O'NEAL JIMMY EARL rAWKR efux - NAHHYI G`IS r NI670'35'E N16 30'76 E 239.91' . M6'3036'E 260.00' - - -- q? N673'25'E 2E346' - - --?' 325.55' EIP 100:21 q0O$' 160.03' 100.00' ` 99.62' E1p7 EIP 148.73' y A T ' j Su E ENGLEWOOD e.FELTON F, ?5 IN s y -? : _ _ ?? 114 p MARVIN J. HARRIS FAML?' TRUST ?r N ) K NI670 36'E m m ?? ! r i 1 r? J. J5666 .. .r ., r... IS'CONC ,,.RZ 1 c.r4'9?o5 _ .? r X28+7283 ... 5 y{ u i > F y ^ 22? EX R1W 226+50.00 mL.Y TRUST LEVEL SPREADER :f -04 C 232+7289 m Z1' LONG 22?+.7P85 / . x 57.E i _ \ (r(S SS R' IP RAP _ CC I !EX R/W1 1 , 60 LF OF CHANNEL 232+93J6 IMPROVEMENTS 7 SQ YD FF ` U EST CU YD D26+50,)0 PROFIIF) SEE OUTLET DETAIL C. E SEEARCH DETAILC ?PECD(E .00 ( R?1Y) ?I R7 0!10 E PR EEIpRLESIIpppp L C P7/{7281 SEE b1FCH DETAIL C RM' r H r.. _. N. I` 224+80!00 00A0 00 LX tvw 231+501,7 60 1 r J- IOAO 5. , t e I t„r /?/ DP i EPA _ -E EIP ,E r FJP E `OP E-- IP - C .? 2 EI 1 -E jF:i +;; :x < --i < < 5'. IB 1 _'8.:. MH ,fig I REM ,i 2,7465 REM <A AUA RFk - / / R A6 I REM RIW 2GIIB1 _ < Ts N 16 02T E - - GI(B) ' S. - - - iJE- =r- ) 26118) ? A ,.i._. - r , `2GI?B) I . 1 P. 2(09? 8' R T RCBC PAD. TO FIT St +71 I N -? --- - R= ----------------- ------------R c r? 225+37,10 2YOfl5QO SPECIAL DITCH GRADE .`Y. ..... 5EE PROFILES) P2 JXl ,., . '?'... SEE DITCH DETAIL D MEN SPREADER ?SPECIAL DITCH GRADF. 16'L NG (SEE PROFILES) 755 OV F CHANNEL SEE DITCH DETAIL 9 ' Ip ?F5 i SCOTT ROGER ATENAN, of ux ES5T? TO SQ, S ff - - / / EiT CIW YD DDE - --I 4 0 DETAIL H t it ?W?B? - SITE 10 STA. 231+0 sn48.74' • 48.74' S WETLAND SITES 15 & 16 Szoo<?w 292.2 'N 1`1.4 VIEW c c PA69 ?'`?Ots?7Y Sit ASA'w t ?F ? 273 '' OO,p 1 + 233 8 4.60 ' ' sFECUI DITCH GRADE L +8 ? - 'F?DJ 3 ,L (SEEIOFILES) SEE DITCH DEAIL D 2 4 01 1Lq . . U LASS *B" Rip RA'P t) 1TONS E5T 554 YD FF PREFO E O M OLE nL SEE DETAIL I T 1 j,NN ? SPECBLL DDCH GRADE ITCH kF DETA D IL B ' I N A:G.! 2J4+JE ' ? f(7B3f 234+76 ,Et } O 1?i V 25 000??.--- s50 SCALErP 100' -DET2- PI Sla 1340078 PI SN 0468.80 A= 8 35 437 (LT)A= 835 437' (RT) D = 446'287' D = 446287' = 1 T = 1 8' T 99OOAf 99OOJ 106 106 SE SE = INC - 0, INC = 2T a N N E t v a m N N O: N ? EIP' ao JEJP uw J £ 134.83' ,-, ;:DP m: 6 NI 5+50l70 i rosin I M , ` . W y Z f :I 119 JOHN E. TAYLOR SPECIAL FILCH GM 7E PROFILES) SEE DITCH DETAIL f 240+18A0 _ -=---- e-7/190E a - - - ` -1/GS L----I- SPECIAL DITCH GRAI `- - - SEE PROFILES) ?/ --- ? SEE DITCH DETAIIe Ip" N2 e N m pm N-4I/ RkHARD D. PEED. JR„ et ux GRADE UL B 118 131 s? m w 2L - W01 ?m Ir ? 1 ?J 'v I C ?; ND T1 END P, SEE SHEET 32 FOR -L- PROFILE SEE SHEET 35 FOR -DET2- PROFILE SEE SHEET 2C FOR DITCH DETAILS ALL DRMEWAYS ARE 12' WIDE WITH 1O'RADIIUNLESS OTHERWISE NOTED 3A5 APO ? GLIS )I a Po N 900A L OF ACCESS PROJECT REFERENCE NO. SHEET NO. RW SHEET NO. ROADWAY DESIGN HYDRAULIC ENGINEER ENGINEER PRELIMINP RY PLANS M NOT USE PO CONSTRUMON INCOMPLE E PLANS DO NOT USE FOR /W ACGNSI'3TON Carter-Burgess C- Itmte In Planning, Enaineerlna.AroN+eo+Gre, Can +rwtlgn manageman+ az F.,Tetl S-1- sonmenv11g AVe.we. SOlte 3M Rdelgh. North KO G & EnASSOCIATES, P.C. Consulting Engineers loll SCHAUB DR, SUITE #202 RALUGH, MC.27606 NOTE. ALL DRAIEWAY CONNECTIONS ARE 6' ABC UNLESS OTHERWISE NOTED N W. HUIST 14, ALICE AN 1 - I- 41+55.46,; ? f + ' h 850 imy n EDT R/ PM NAIL 0 ?- -tea G E17 ,'r E d• I fJ/ f ?l II ? oR,9? `? $ ! R oo }I{ 43 C N ? I '. /?$ .40 ro SITE 17 h STA. 241+50 N i Pl Sta 13+00.78 PI va 1174158,80 m co 0= 8 35'437(LT) -A 8'35'437(RT) If D - 448'287 D = 446 283' T=80 -1880.0 SE -1 ,2006 X1 ! 08 m? INC - 27' = 27' a m >! 1 W. BERNARD WPIFIELD WETLAND SITE 17 PLAN VIEW 25 D SD SCAR LEGEN PJl/I?TJA DENOTES FILL IN Y??!!?1![7 WETLAND DENOTES MECHANIZED CLEARING t_. 7,s a? w PROJECT REFERENCE NO. SHEET NO. R-2510A 31 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMINARY PLANS D. Nor V59 FO coNSracrnoN Carter.--.Burgess .. C.rut_tl.. In Nuf.p. Rlamtrp, Rn t d atne.rtnp.tsE 6.-I... SSIGI u.Nn m.n . RN.lw. Ral.lon N°Or°mA C-11 o 276p? h4v& ASSOCIATES, P.C. Consulting Engineers 1011 SCHAUB DIL SUM #202 RALEIGH, ME 27606 BENCHMARK • 9 EL 40-1W RR SPIKE IN 4Z OAK 8186' LT OF -BL- SFA 2418915 236 237 238 239 240 241 242 243 244 245 246 247 EGEND DENOTES M RI WETL" OJECT REFERENCE NO. SHEET NO, R-2510A SITE I MWAY OMGN HYGRAOUCS ENGINEER ENGINEER PRELIMIN RY PLANS W NOT USE RO CON STRUCTION 20 20 15 10 o ono o ,? 6a - - - 15 - - - - 10 5 6.1 DA 7 SA 56.3& ID 5 29+50.00 5n ?ASz ---------- ------------------- 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS 1...E7GEND ;.!ENTES FILL TLANDS rl '? _NOTES EXCAVATION k!r L1 Wk. TLANDS BEAUFORT COUNTY X" SECTI®1? 34440.1.1(R2510A) 1L l? US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) SITE I ^ c TO SR 1149 (PRICE ROAD) ` STA 29 + 50 VLIJ HORIZONTAL SCALE; I'= 20' VERTICAL SCALE: I'= 20' DATE; AUG-04 SHEET _ OF _ P0.01ECf REFERENCE NO. SHEET NO. R-2510A SITE 2 >ADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT USE PO CONSTRUCTION 20 20 15 ago 1 8.484) ON o 15 cy; 6d 6d 5 S.D. 33+,i?or.oo 50. 59.472 - 5 0 ----------------------------------------------------------- --- --- ------ p LEGEND DENOTES EXCAVATION t IN WETLANDS X-SECTION SITE 2 STA 33 + 50 DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.IJ (R-2510A) US 17 FROM SOUTH OF SR U27 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) GLIS HORIZONTAL SCALE. P = 20' VERTICAL SCALE. I'= 20' DATE- AUG-04 SHEET _ OF _ 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 NORTH CAROLINA PROJECT REFERENCE NO. SHEET NO. R-2510A SITE 2 DADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION 24 15 _ _ om? oc e.??ao oso 14 -? '? - - ---------- ?' ea . 6094! 5 S.D. W.781 33+,5.00 5,0. 53492 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------ 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 LFr.END ® D ES EXCAVATION It iLANDS X-SE V TIO tl SITE 2 STA 33 + 50 GLIS 20 15 10 5 0 NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 3444011(R-2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) HORIZONTAL SCALE.-I'= 20' VERTICAL SCALE; I'= 20' DATE: AUG-04 SHEET - OF - PROIEa REFERENCE NO. SHEET NO. R-2510A SITE 3 ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMINA RY PLANS W NOT VSE PO CONSTRV0.U 20 15-- 10 - - S.S. 64 0 - ___________________________92A-__...__..___.._.___._.... .._____G.OP.7LA7 ? ! +56 20 15 10 5 ter--- -_---. _ 0 8 80 70 60 50 40 30 20 10 C 10 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY LEGEND X-S CTI®N 34440.I.I(R-2510A) DENOTES FILL 1Le IN WETLANDS DENOTES EXCAVATION J1 IN WETLANDS ???? aD q US 17 FR0?1 SOUTH OF SR 1121 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) S ll A 57+50 HORIZONTAL SCALE: I'= 20' VERTICAL SCALE: I'= 20' DATE: AUG-04 SHEET _ OF - PROJECT REFERENCE NO. SHEET N0. R-2510A S/l-E .1 ROADWAY DESIGN HYDRAUHCS ENGINEER ENGINEER PRELIMIN UO NOT USE 10 RY CONS PLANS TRUCTION 20 15 10 to I 69 .91 5\ - 5 6.1 5 0 Sd 55250 DP• 6.9 SDG ---65-?0.00----------- --- 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 LEGEND X-SECTION DENOTES FILL SITE 4 GLIS IN WETLANDS STA 65 + 00 e: 5 yyq M ? N 7 NORTH CAROLINA 20 15 10 5 0 DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.1.1(R-2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) HORIZONTAL SCALE. V = 20' VERTICAL SCALE: I'= 20' DATE AUG-04 SHEET _ OF_, PROJECT REFERENCE NO . SHEET NO. R-2510A SITES 5f ROADWAY DESIGN HYDRAULIC$ ENGINEER ENGINEER PRELIMIN RY PLANS 0o N;m V56 F0 CORSTRVR ON 20 15 10 5 0 ------ ?G a o Tod GAG 0b - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0-4V39 - - - - - - - - - - - - - - -------------------------------- SCC SA 5012 87-1-00.00 SITE 6 20 15 10 5 0 80 70 60 50 40 30 2- 10 0 10 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY EGEND X-S CTION 34440:1.1(R-2510A) TRACK ROAD) DENOTES WETLANDSL SITES 5 US R FROM SOUTN OF SR 1127 ROAD) TO SR 1149 (PRICE R ROAD) GLIS ® DENOTES EXCAVE -'v STA 87+00 HORIZONTAL SCALE: I'= 20' VERTICAL SCALE: P= 20' IN WETLANDS nATr.A[Ir--na currT Ar 20 20 15 15 10 10 o,? o? m o? ono 5 7 651 °" 1b59 6.1 -- 5 i-- - - - - - - - - - - - - - - - - - 0 ----.--DDS ------.-_. 0 ------ - - --- ---- SS =52 6DG 104+00.00 SD. MW 80 70 60 50 40 30 20 10 0 10, 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS X -SE ?T BEAUFORT COUNTY X-SE ?TI®l? 344401I(R-2510A) LEGEND US 17 FROM SOUTH OF SR Ipl (POSSUM TRACK RI DENOTES FILL SITE Q TO SR 1149 (PRICE ROAD) ® IN WETLANDS STA 104 * 00 GLIS HORIZONTAL SCALE. P=20' VERTICAL SCALE: I'= 20' DATE: AUG-04 SHEET I PROJECT REFERENCE NO. SHEET NO. R-2510A SITE B ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS W NOT V59 FO CONSTRtl=ON 20 15 10 T-i 0 3.? 6:1 . - - -" - - - - - - S.D. S'SY 6LG 108+50.00 5°.5O? 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 GEND dOTES FILL ?JJ?ETLANDS TOTES EXCAVATION NETLANDS X-SECTION SITE 8 SPCA 108 + 50 GLIS 20 15 10 5 0 NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.11(8 2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR K49 (PRICE ROAD) HORIZONTAL SCALE: I'= 20' VERTICAL SCALE: I'= 20' DATE: AUG-04 SHEET _ OF _ PROJECT REFERENCE NO. SHEET NO. R-2510A SITE 9 DADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMIN RY PLANS DO NOT USE PO CONSTRUCTION 20 1.5 10 5 0 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS - BEAUFORT COUNTY E D E N X °S SECTION JJ 1127 DENOTES FILL - US 17 FROM SOUTH OF SR SIR l RCEP SSUM TRACK ROAD) TO 1149 ROAD) IN WETLANDS SITE 9 ` L DENOTES EXCAVATION STA 119 * 00 GL?S HORIZONTAL SCALEI1' 20' zA IN WETLANDS VERTICAL SCALE:r 20' DATE: AUG-D4 SHEET _ OF'_ PROJECT REFERENCE NO, SHEET NO. R-2510A S17?E 10 DADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMIN AY PLANS 0o NOT USE FO CodSTEUCTIUN 20 - 15 - 10 S.S. SS!!s (, o' m 55.51399 5 f 6J - 69 6J 6 64 .97877 133'??.00 ---------------------------- 0 ----------------------------- 20 15 10 5 0 80 70 60 50 -40 30 20 10 0 11 20 30 40 50, 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS -- BEAUFORT COUNTY LEGEND X"S1L' CTIO 34440.LI(R-2510A) 1? J? 1?, f? l? US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) DENOTES FILL IN WETLANDS SITE 10 TO SR 1149 (PRICE ROAD) f DENOTES EXCAVATION G`IS STA 133 + 50 HORIZONTAL SCALE; I'= 20' IN WETLANDS VERTICAL SCALE: I'=20' DATE. AUO-04 SHEET _ OF _ PROJECT REFERENCE NO. SHEET NO. R-2510A SITE f! ROADWAY DESIGN HYDRAUUCS ENGINEER ENGINEER PRELIMINA RY PLANS DO NOT USE PO CONSTR6CTI01' 20 20 15 15 10 6 10 G D150 0? I?13 OIDfO , - 61 _ ?d ld ---- 5 O --------- -- ------------ --------- O OP. $2157 l SD. 5149 IJ p•M SA 51ZM 80 70 60 50 40 30 20 10 0 10 20 30 40 LEGEND X-SECTION SITE ]11l DENOTES EXCAVATION 7//1 IN WETLANDS STA 137 + 50 50 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY 34440.1.1(R-2510A) US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) GLIS HORIZONTAL SCALE. I' = 20' VERTICAL SCALE: I' = 20' DATE. AUG-04 SHEET _ OF bw? PROJECT REFERENCE NO. SHEET NO. R-2510A SITE Ic' ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER PRELIMIN Iq NOT V59 PO RY PLANS CONSTRVCTION 20 20 15 N 15 I.Ol4 4Dif0 q gip 0. m 10 --- ---- 6d _-_ 4¢? 6? 10 5 DP. ff-W 5 SS *.925 - - - - - - - - - - - - 54 ---------------------- . --- .------155+50.00------------------------------------------------------------------ 0 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS BEAUFORT COUNTY XI-SECTION 34440.1.1(R-2510A) LEGEND US 17 FROM SOUTH OF SR 1127 IPOSSUM TRACK ROAD) SITE 12 TO SR R49 (PRICE ROAD) ?77J?J? DENOTES FILL GLIS IN WETLANDS ??? ??? ?? HORIZONTAL = 20' VERTICAL TICAL SCALE. 20' DATE. AUG-04 SHEET _ OF _ PROJECT REFERENCE NO . SHEET N0. R-2510A SITE 15 ROADWAY DESIGN HYDRAUUCS - ENGINEER ENGINEER PRELIMIN RY PLANS ,. Of+ NOT V59 PO COvSTRVCTION 20 20 15 o,?w ow N o o 15 5? 4„ --- 10 _ 3a 61 10 5 - ---- ---- D.P. 9827 --- 5 S a072 + 5 . 2 00.00 ' 0 -------------- -------------------------------------- ----------------- --- ----------------------------------------------------- --------- 0 20 20 15 d 15 10 10 D.P. 30.413 5 ????_ ------------ 5 sa me 0 ------------------------------------------?24?------------------------ 0 80 r 0 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS X-SECTION y BfAUFORT COUNTY 34440.1.1 (R-2510A) LEGEND ?'ifa US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) 1L TO SR 1149 (PRICE ROAD) ® DENOTES FILL STA 124 + 00 & GLI IN WETLANDS HORIZONTAL SCALE. 1' 20' ST A 125 + 00 VERTICAL SCALE:V 20' 1? DATE: AUG-04 SHEET _ OF 20 17 20 15 15 10 5S. ]51126 10 5 ---------- 1_o u, m cm? amp 5 6J 61 3-0S? 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 w.7a 0r. X,70 233+50.00 ------ --' 20 20 15 15 10 N 10 5 -------- --, a ono o M 5 4 Jy ` 6d - 5639 1 0 ---- ------------ G9 ------------ ?. ? - --------------------------------- 0 5A .taat - i OP. -? -- - - - - - - - .. SDG 23000.00 - - 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 NORTH CAROLINA DEPARTMENT OF HIGHWAYS X-SECTION 4 BEORT COUNTY 34440440.1.1(R-2510A) LEGEND SITE l(G US 17 FROM SOUTH OF SR 1127 (POSSUM TRACT( ROAD) TO SR 1149 (PRICE ROAD) DENOTES FILL STA 231 * 00 & GLI$ IN WETLANDS 233+50 HORIZONTAL SCALE:P 20' STA VERTICAL SCALE: 1'= 20' ST DATE:AUG-04 SHEET_ OF_ w 20 20 15 o 61 15 E 10 10 11 61 -? 5 5A a?z 5 SA TSbv 0 241+50.00 ?y -------------------------------------------- 0 80 70, 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 LEGEND ® DENOTES FILL .IN WETLANDS ® DENOTES EXCAVATION IN WETLANDS d].l-S w'V TI®N SITE 17 STAB 241+ 50 GLIS n h See Sheet 1-A For Index of Sheets See Sheet -1-B For Conventional Plan Sheet Svmbols 0 N \154 / i ? ? \1 J V+ rv ? ? ?I _ U1 ,1 v ?? x Q d. 1 / •` "1156 I 1 END ll BEGIN VI PROJECT / I a 1; ?t 11 5 1 ? Ul 17 Q 7 fia ??g 11 a , i1 ? 118 11 ? II ?, ? 115 . '; ?\ 117 1136 _.._7 I- Q r/rl "1123 FUTURE,' F L', z i7 1139 US IT BY PAS , !1127 I(((J 1137,?? ' VVV I?'i VICINITY MAP 7 ? 4 6 US 17 _ TO NEW BERN ZN Q y,C ? gs Y u qw .? N 1- ? O EG1N TI PROJECT R -2510A N? v -L- POT STA. 20*00.00 1 N BEGIN PARTIAL CONTROL r 0 OF ACCESS ( I V a s 1 t s1? \ J t t . ?l / d L ?I I ` `? ? ? ? i ??N I 1 V .- lf ? ?. t. t .. ;t j-1 1 ? f , .a. l J ti BEAUFORT COUNTY LOCATION: US 17 FROM SOUTH OF SR 1127 (POSSUM TRACK ROAD) TO SR 1149 (PRICE ROAD) TYPE OF WORK GRADING, PAVING, DRAINAGE, AND CULVERT T { mN 0 ? AN 9 ? !f 121 13 w !? Aw rn OA ®N 14 n tll@ffNV11A5 FEB 0 3 2005 DENR - WATER DUALITY WETLMLIS AND STOROATERW*0 16 ° , ., NC GR1D D ?@IR0w NA 55 D FEB 0 3 2005 DENR - WATER QUALITY WETLANDS AND STORMWA R BRANCH 18 19 20 IYy6 40pz) 0 J1S0 *01 0 -C'rUl ?/A.LYllDj.UU END PARTIAL CONTROL. OF ACCESS 21 0w,Nin US 17 ` C t0 CIAO 1 1? FUTURE US 17 BYPASS r O o. ? w y ? 4 NOTES: THIS IS A PARTIAL CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II OR TO R 1W WHEN INDICATED ON PLANS. GRAPHIC SCALES 50 25 0 50 100 ?i I I I:T?I?11 PLANS 50 25 0 50 100 ? [11 [?_1-ate PROFILE (HORIZONTAL' 10 5 0 10 20 01 DESIGN DATA PROJECT LENGTJY Prepared In The Office Of mB t C HYDRA ULI S EN WEER DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA e er- ar urgess , R1:1, 411 N,'RV 9 d A ADT 2006 = 10200 VPQ 8o;rf«`on M.-Ime M.-R hg chlectvre gant one eliatl sere cee °o ,, In FOR cuusn c^1oc --- - -- - - 21 k 1.1f.,1 i, PLANS,, DO \Ti M FOR 9YS91tlri^'lU\ ' ADT 2026 = 17000 VPD 5811 Genwootl Avanue, Sake 300 RolegM1 N-11 C.-i- 27612 _ - - ; FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DHV = 12 % 2°02 STANDARD SPECIFICATIONS P•S. A E -----"- -- D = 60 % LENGTH ROADWAY TIP PROJECT R-2510A = 4.198 Mi RIGHT OF WAY DATE: R. DONALD HURLBOT, P E IGNATAR : ROADWAY DESIGN ENGINEER TOTAL LENGTH OF TIP PROJECT R-2510A = 4.198 Mi _- . ROADWAY GROOF AL9NAGRR STATE DESIGN ENGINEER _ T = 12 % V = 60 MPH MARCH _-18, 2005_ LETTING DATE: DECEMBER 19,.2006. CARL L. BUSH III, P?_- -- PROJECT DESIGN E"GwEar` f `?}Sti,i 1 aAR?t IaJ i 1:51I „n I+r MR cos NI r DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATIO TTST 7% DUAL 5% R PE __-- NCDOT CONTACT.' _---CATHY S. ROUSE PE Arreov_En----,____-- ROADWAY ASSIGN PRO?CT ENGINEER SIGNANRE: DIVISION ADMINISTRATOR DATE N N&NE RBPPACM1CO N0. i -?0' {- w ?_-- R-2510A B1YT81RW V ? A PRW M10. e&Cq?i'ION 34440.1,1 MAF-7531261 PE Note: Not to Sole *S: U°E° = Subsurface Utility Engineering y C II k CONVENTIONAL PLAN SHEET SYMBOLS BOUNDARIES AND PROPERTY,- RAILROADS. State Line Standard Guage County Line --...-_-- RR Signal Milepost Township Line Switch City Line -- --------- RR Abandoned Reservation Line RR Dismantled Property Line - Existing Iron Pin o RIG15FT OF WAY., Property Corner Baseline Control Point O ' - - - - - -- Property Monument i Existing Right of Way Marker ` Parcel/Sequence Number 123 Existing Right of Way Line .. Existing Fence Line - Proposed Right of Way Line °- ?-- Proposed Woven Wire Fence Proposed Right of Way Line with Iron Pin and Cap Marker Proposed Chain Link Fence - Proposed Right of Way Line with Proposed Barbed Wire Fence - -- --- Concrete or Granite Marker Existing Wetland Boundary --- - -- -- Existing Control of Access -n -_ .- Proposed Wetland Boundary Proposed Control of Access ? - --?-- Existing High Quality Wetland Boundary - - -- Existing Easement Line - - --- - E - -- Existing Endangered Animal Boundary - -' Proposed Temporary Construction Easement Existing Endangered Plant Boundary -- -- -- --- Proposed Temporary Drainage Easement - - - Proposed Permanent Drainage Easement -- BUILDINGS AND OTHER CULTURE Proposed Permanent Utility Easement - - -- - - Gas Pump Vent or U/G Tank Cap 0 Sign _ 0 ROADS AND RELATED FEATUP-WS<° Well _ ° Existing Edge of Pavement Small Mine Existing Curb Foundation Proposed Slope Stakes Cut ._._.. _.._ _ _.... __ -- C Area Outline Proposed Slope Stakes Fill F--- Cemetery r L Proposed Wheel Chair Ramp Building - - - ?? Curb Cush for Future Wheel Chair Ramp '- cr School __ ....... ?` Existing Metal Guardrail Church Proposed Guardrail -- ----___-- Dam Existing Cable Guiderail Proposed Cable Guiderail - -- - ---- -- --- --------- HYDROLOG Y. Equaility Symbol Q Stream or Body of Water -- Pavement Removal Hydro, Pool or Reservoir - i River Basin Buffer VEGETATION., Flow Arrow Single Tree Disappearing Stream Single Shrub Spring Hedge Swamp Marsh Woods Line Proposed Lateral, Tail, Head Ditch Orchard ._-- False Sump Vineyard ... y r _ _ EWISTING ,STRUCTURES., MAJOR: Bridge, Tunnel or Box Culvert oric Bridge Wing Wall, Head Wall and End Wall a,c W• MINOR: Head and End Wall __ oN H - Pipe Culvert - -1 _...._._..... Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole - - Storm Sewer UTILITIES°° POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole - - Power Manhole - Power Line Tower _ ._.... _. _ Power Transformer U/G Power Cable Hand Hole - H-Frame Pole Recorded LYG Power Line - Designated LVG Power Line (S.U.E.*) - TELEPHONE: Existing Telephone Pole Proposed Telephone Pole - Telephone Manhole Telephone Booth Telephone Pedestal Telephone Cell Tower - -- - LPG Telephone Cable Hand Hole - Recorded LUG Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded LUG Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber Optics Cable Designated LUG Fiber Optics Cable (S.U.E.*) ` CCU 0 -6- 7 M Ls e-s -0- 0 D7 M 0 0 WATER: Water Manhole Water Meter Water Valve _ Water Hydrant Recorded U/G Water Line - Designated WG Water Line (S.U.E.*) Above Ground Water Line - - 0 0 n?a waa=-- TV: TV Satellite Dish TV Pedestal . 0 TV Tower LVG TV Cable Hand Hole Recorded U/G TV Cable Designated WG TV Cable (S.U.E.*) Recorded U/G Fiber Optic Cable - ---- Designated U/G Fiber Optic Cable (S.U.E.*) GAS: Gas Valve Gas Meter Recorded U/G Gas Line - - ---- Designated LPG, Gas Line (S.U.E.*) Above Ground Gas Line FIG G- SANITARY SEWER: Sanitary Sewer Manhole - - -- 0 Sanitary Sewer Cleanout -- - p U/G Sanitary Sewer Line .------_--- Above Ground Sanitary Sewer aic sanaory Sees, Recorded SS Forced Main Line Designated S5 Forced Main Line (S.U.E.*) - -------- ------.----- MISCELLANEOUS: Utility Pole _.. Utility Pole with Base 171 Utility Located Object Utility Traffic Signal Box - --- - Os Utility Unknown URG Line - -- - - ---------- U/G Tank; Water, Gas, Oil AiG 'rank; Water, Gas, Oil U/G Test Hole (S.U.E.*) -- z Abandoned According to Utility Records AATUR End of Information - --- E.O.I. f PROJECT REFERENCE NO. R2510A SURVEY CONTROL SKEET R--2510A NCDOT CPS STATION R2510A-3 LOCAUZED PROJECT COORDIN.47ES NCD CPS STATION R2510A-1 N ° 625463.1360 LOCALIZED PROJECT COORDPdrGES = 2559018.4080 NCLOT CPS SiA71ON R2510A-4 _ N = 620029.2210 NCDOT CPS STATION R251OA-2 LOCA iZ.ED PROJECT COORDINATES -Y3 E = 2558111.5770 OCAL1ZU) PROJECT COORDINATES N 626739.9700 SR 1152 N = 621502.7750 1 E - 25591671740 BARR RD. E 2558345.7420 .F TO BRIDGETON -Y/- SR 1127 POSSUM TRACK RD. HWY 17 -L- 1 _ =Y2- -Y4- J t SR 1168 SR 1134 UNION CHAPEL RD. OLD NEW BERN RD. NCDOT GPS STATION R2510A-5 L0CAL7ZED PROJECT ^OORD!NATk h1 , 635130.4550 - = 2561358.4150 L STA 1000.00 BEGIN LOCALIZED PROJECT N = 619961.8147 E = 2558263.8933 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "R2510AW-2" WITH NAD 1983/95 STATE PLANE GRID COORDINATES OF NORTHING: 665164.189(ft) EASTING: 2569499.835(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS: 0.99969282 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "R251OAW-2" TO -L- STATION 1000.00 IS S 13°57'32.7" W 46,577.903 (ft) ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 34440.1.1 NOTES. -L-STA 241-65.00 END STATE PROJECT 34440JJ LOCALIZED PROJECT COORDINATES N = 6420309+37 E - 2564314.1995 1 NCDOT CPS STATION R2510A-6 OCALIZED PROJECT COORDINATES N = 636165.2790 E = 2561976.5870 Y6 SR 1150 HARDING RD. SHEET NO. NCDOT CPS STATION R2510A 7 LOCALIZED PROJECT COORDINATES N 644318.61?0 E = 2564590.4640 1 TO WHINGTON NCGS MONUMENT Pi IIMAN LOCALIZED PROIECI COORDINATES N = 642922.5180 E ° 2564549.981.0 THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT. H`fTP. \WWW.DOH.DOT.STATE.NC. US/PRECONSTR UCTIHIGHWAY/LOCATIONIPROJECT 0 INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NETWORK ESTABLISHED USING HARN MONUMENTATION. SEE GPS CALIBRATION SHEET FOR HORIZ7ONTAL AND VERTICAL COORDINATE VALUES. NOTE .° DRAWING NOT TO SCALE j ( Oo?nt? . I ?a a ?? ?oon? , `'6e NORFOLK & SOUTHERN RAILROAD I? SR /155 FRED-RICK RD. GPS CONTROL NETWORK MAP I PROJECT REFERENCE NO. SHEET NO. R2510A 1D SURVEY CONTROL SHEET R-2510A OSF ,.i_ ?I 'iNfh i , . ..- c 1+: ZJTJ 77 W1 :qr,'i? - p rll15f1{ f` Fir P I=L:E rgr?.'iCi&. 'il 6r:I IN6 - _'T rrlra ,?? 'DC L5. ^27J t r?? :JTI -'T H, I i o,. I L" 1 i' u !? u i . I?soF n: aye - Goa w K{. ?F - I , ' fl i LR'0 L 4l{C i. i2 i LiY f{L n?.4 YLHI ?... r -•ere;t7 ';Fli 't1> = iI „ oIt ".F 7 ,) 30 ti Ala N i Ii. FR? I i. f I'IJ'F - - 1 T , ... _ P r N rrF.n,S ' NOTES, DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY NCDOT FOR MONUMENT "R2510AW-2" WITH NAD 1983;95 STATE PLANE GRID COORDINATES OF NORTHING: 665164.189(ft) EASTING: 2569499.835(ft) THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT (GROUND TO GRID) IS 0.99989282 THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM "R2510AW-2" TO -L- STATION 1000.00 IS S 13°57'32.7" W 46,577.903 (ft) ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT.- HTTP: \WWW.DOH.DOT.STATE.NC. U&PRECONSTR UCTIHIGHWAYILOCATION/PROJECT 0 INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BY THE NCDOT LOCATION AND SURVEYS UNIT. NETWORK ESTABLISHED USING HARN MONUMENTATION PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM, SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES SURVEY CONTROL SHEET R-2510A PROJECT REFERENCE NO. SNEEF N0. R-251OA 1E Location and Survevs BASELINE DATA L31 POINT OESG'. NORTH EAST ELEVATION L STATION OFFSET BY7 - -_- -_........ ..-......------ - '.. .. -----_ ------ ---------- ------- -- --- -- ------ .. _ _ __ POINT DESC. NORTH EAST ELEVATION Y7 STATION OFFSET I GPS R2510A 1 620629.2210 2558111.57'10 60.39 1043.59 160.76 LT .--------- .. -------- -------- -_.._....-------- ..------ ..------ -,---_.._ ... ----------------- _---.__-_.. 2 BL-2 620591.7423 2558264,9030 58.48 1622.83 94.30 LT 58 BL-41 642344.1551 2564329.6567 38.49 OUTSIDE PR6'JECT 1_IN,TS 3 BL3 621186.6058 2558359.3259 58.13 22 25.13 90.97 LT 59 BY7.59 642000.3375 2564905.0815 23.99 OUTSIDE PRCJECT LIMITS 4 BL--4 621765.3824 2558476.5311 59.74 28-09.84 61.89 LT 5 BL-5 622330.4312 2558569.4044 G1.25 33-8-1.57 56.36 LT 6 BL-6 622841.2995 2558645.9934 60,26 3904.15 57.94 LT 7 BL -7 623337,6928 2558718.7136 58.03 44.05.83 61.16 IT 8 BL 8 623811.4925 2558844.8657 59,46 4893.26 8.15 LT 9 13L.-9 824391.2694 2558931.6963 55.00 54.79.50 10.02 1.T 10 81-10 625027.6119 2559027.9207 55.87 61*23.08 11.18 LT BENCHMARK DATA 11 BL-11 625634.5866 2559128.5468 57.09 67 38.29 3.54 LL 12 BL-12 626205.7099 2559208.2475 56.41 73+14.90 11.16 LT 13 GPS R2510A-4 626739.9706 2559167.1740 55.64 7836.79 132.59 LT BMI ELEVATION , 62.48 14 BL-14 627308.2820 2559311.3333 54.50 84.20.37 16.08 I_T N 622484 E 2558526 15 BL-15 627887.5944 2559422.5816 53.69 90 09.85 53.75 LT L STATION 35.33 123 LEFT 16 BL-16 628474.7429 2559510.8917 53.99 96.03.60 55.29 LT RR SPIKE IN BST 0 RR CROSSING 17 BL-17 629061.7216 2559589.2285 51.94 101.95.67 66.66 Li _+••_?, ,, ,,,,,,,,,,,,,, ,,,,,, ,,,, ,,,,, 18 BL-I8 629634.4107 2559686.3990 53.61 107-76.47 57,2E LT 19 BL-19 630141,0593 2559767.4802 56.33 112'92.52 54.21 LS BM2 ELEVATION 58.68 20 BI-20 G30G57.6962 255984G.2404 58.19 118.12.16 54.06 LT N 625542 E 2558994 21 NCOS HADDOCK 631239.6579 2559914,5181 59.16 123.97.75 74.62 LT L STATION 66 26 122 LEFT 22 BL-22 631811.4640 2560023.1530 57.23 129.79.41 53.74 LT RR SPIKE IN BST 8 RR CROSSING 23 BL-23 632385.1241 2560098.4258 52.65 13557.86 66.13 LT 24 BL 24 632946.2817 2560171,7096 53.66 141.23.60 78.59 IT 25 NI,,GS FLEMINC 633481.5555 2560318.9368 53.41 146 60.76 76,38 IT 8M3 ELEVATION 54.67 26 E31- 26 633994.4592 2560683.2467 49.91 152.78,68 9.97 IT N 6?9837 E 2559496 27 BL.-27 (334533,0249 2561003.5704 49.10 159.05.30 11..54 LT L STATION 99.59 125 LL.FT 28 OPS R25JOA-5 635130.4550 2561358.4150 48.21 166.00.17 13.70 LT RR SPIKE IN 8ST N RR CROSSING 29 BL-29 635642.5305 2561681.9385 46.24 172-05.70 1.08 RT 30 ORS R251OA-6 636165.2790 2561976.5810 46.36 178.25,57 14.40 Ll 31 BL-31 636681.3619 2562294.3857 43.40 164.11.62 6.60 LT BM4 ELEVATION - 61.27 32 BL-32 637201.6269 2562596.8855 45.32 190.13.37 14.06 LT N 631257 E 2559834 33 BL-33 637786.8974 2562952.1180 45.89 19698.00 9.65 L.T L STATION 12403 157 LEFT M DESCRIPTION DATUM R 34 BL-34 638330.9183 2563225.39466 43.56 203.08.20 10.42 RT RR SPIKE IN CP&L POLE?RRC44 :35 B1..-ss 6369104.144s 2563382.10731 42) .35 229•02.25 2.80 LT THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT 36 BL-36 639468.3117 2563549.3500 37.81 21490.69 3.17 LT 37 8L.-37 640050.4887 2563711.0972 34.21 22094.83 13,96 LT BM5 ELEVATION . 55.88 IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY 38 BL-38 640640.2068 2563884.7460 31.92 22709.58 15.50 Li N 633011 " E 2560132 NCDDT FOR MONUMENT °R2510AW'2° 39 BL - 39 641252.'3097 2564002.6272 33.90 23331.30 77.07 LT 1. 5 fAT10P1 14i?810 128 (.EFT WITH NAD 1983195 STATE PLANE GRID COORDINATES OF 40 - 40 40 BL L 641782.3358 2564236.6161 33.95 23904.62 3.56 LT RR SPIKE IN BSI & RN CROSSING 41 BL-41 642344.1551 2564329.6561 32).49 244.69.67 74.2)1 n NORTHING: 665164189(11) EASTING: 2569499.835(ft) 42 NI-GS PITTMAN 642922.5180 2564549.9610 41.21 OUTSIDE PROJECT L IMITS THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT BM6 ELEVATION . 55.14 N 634607 E 25610351 (GROUND TO GRID) ISI 0.99989282 L. srari5nl 156.34 e109 LEFT THE N C LAMBERT GRID BEARING AND BY1 POINT DESC. NORTH EASr ELEVATION YI STATION OFFSET OSCGS MGN '0 26' . . LOCALIZED HORIZONTAL GROUND DISTANCE FROM 43 BL-S 6238;1.4925 2558844.8557 59.44 OLITSI06 PROJECT LIMITS BM7 ELEVATION 1 49.22) S 13°57'32.7" W 46 577.903 (fl) 44 BYI-44 623828.5611 2559411.3042 57.83 OUTSIDE PROJECT LIM116 N 6',37378 E 2563054 , ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES L STATION 19399 288 RIGHT " VERTICAL DATUM USED IS NAVD 88 RR SPIKE IN 24 CEDAR TREE . BY2 POINT DESC. NORTH EAST ELEVATION Y2 STATION OFFSET . y? ... --- _-------------- -- -------- .----- . ...-_._._. . .-_-.-.._-..._ ._ ... . -__..._.-. _.. .----- _ _. BM8 ELEVATION - 33 81 45 BL-11 625634.5866 2559128.5468 57.09 n OUTSIDE PROJECT LIMITS N 639755 E 2563866 46 BY2-46 625581.5305 2559720.5716 7.83 OUTSIDE PROJECT LIMITS L STATION 218.56 218 RIGHT RR SPIKE ......... IN 15" GUN TREE .......................... ..... BY3 BM9 ELEVATION . 40.94 POINT DESC. NORTH EAST ELEVATION Y3 STATION OFFSET N 642557 E 2564323 ---- -------- _..-_-__..-_. _. ._._.-- -_._.. ---------------- . ................ .. .....---- ----- ----- --- ---- ---- L STATION 246,44 47 BY3-47 631398.3273 2559330.5878 57.35 OUTSIDE PROJECT LIMITS N 62' 25' 55.1" W GIST 143.96 48 VCGS HADDOCK 631239.6579 2559914.5181 59.16 15 60,67 24,1 1 RT RR SPIKE IP: 42" OAK TREE 49 BY3-49 631146.98f1 2580340.5508 56.02 19 93.59 31.02 R( . ...... ............... ....... .... .. ... 50 By,-q-52 631122.9523 2560618.8161 51.08 OUTSIDE PROJECT LIMITS RY4 POINT BESC. . NOR FP{ . EAST ELEVATION Y4 STATION _. OFFSET - - - 52 ......... . . BY3-49 ^.. .. 631146.9861 2560340.5508 56.02 ...I- 1032.69 -.--, - 39.4 -, - 7 RT 51 BY4-51 630897.5747 25603216."6977 56.83 12.81.76 15.66 RT NOTES. BY5 POIbiT OESC. NORTH EASF BI_EVFl T ION YS STATION OFFSET THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING ----- .. ----_------ ------- _ .__ - ----- --------- - - -...---- - --- PROJECT CONTROL DATA AT. 53 BY5-53 634017.4258 2560396.2288 53.01 10.03.68 18.69 RT 54 BL-27 634533.0249 25611033.57104 49.10 1616.84 15.5 FIT HTTP.•\WWW.DOH,DOT.STATE.NC.USPRECONSTRUCTIHIGHWAYILOCATIONIPROJECT 0 INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL BYe BY THE NCDOT LOCATION AND SURVEYS UNIT. POINT OESC. NORTH EAST ELEVATION Y6 STATION OFFSET . -- 55 ------. . ....-------------- -- BL-34 ---------------- - 638330.9918 -------------- . .. 2563225.3946 ------.---. -- 43,58 ------- --_.. _...- 10.06.73 _._--- 49.1 -_.. 7 RT NETWORK ESTABLISHED USING HARN MONUMENTATION. 5G 8Y6-56 638328.1340 2563444.7686 43,12 12.17.98 19.96 RT 57 BY6 57 638538.0415 2563816.8084 41.63 OUTSIDE PROJECT L.1MJFS PROJECT CONTROL ESTABLISHED USING GLOBAL POSI770NING SYSTEM. SEE GPS CALIBRATION SHEET FOR HORIZONTAL AND VERTICAL COORDINATE VALUES. PROJECT REFERENCE NO. S.EET NO. R 251?A If RrW SHEET NO. Disclaimer: This coordinate list is provided for the convenience of _ ROADWAY DESIGN interested contractors and is intended for use during the project ENGINEER bidding process only. Coordinates are localized to this particular project and any conversion io state grid coordinates or other PRELLAIMA. R Y PLANS r formats wil l be the responsibility of the recipient. While every no nir, n ro. ?un::nm?rio> u effort has been made to provide up-to-date, accurateinformotion, NCDCIT makes no express guarantee as to the validity or potential for revision of this information prior to project letting. Point# Chain Station Northing(Y) Easting(X) 1 L 10+00.00 619961.8147 2558263.8933 69 L 78+00.00 626683.5411 2559292.6759 137 L 146+00.00 633395.1499 2560365.6835 205 L 214+00.00 639380.4737 2563526.5491 2 L 11+00.00 620060.6636 2558279.0225 70 L 79+00.00 626782.3901 2559307.8050 138 L 147+00.00 633487.1554 2560404.8295 206 L 215+00.00 639476.3305 2563555.0355 3 L 12+00.00 620159.5125 2558294.1516 71 L 80+00.00 626881.2390 2559322.9342 139 L 148+00.00 633576.8453 2560449.0239 207 L 216+00.00 639572.1873 2563583.5220 4 L 13+017.00 620258.3615 2558309.2808 72 L 81+00.00 626980.0879 2559338.0633 140 L 149+00.00 633664.1752 2560497.7277 208 L 217+00.00 639668.0441 2563612.0084 5 L 14+00.00 620357.2104 2558324.4099 73 L 82+00.00 627078.9368 2559353,1925 141 L 150+00.00 633750.1806 2560548.7465 209 L 218+00.00 639763.9009 2563640,4949 6 L 15+00.00 620456.0593 2558339.5391 74 L 83+00.00 627177.7857 2559368.3217 142 L 151+00.00 633835.9994 2560600.0801 210 L 219+00.00 639859.7576 2563668.9813 7 L 16+00.00 620554.9082 2558354.6682 75 L 84+00.00 627276.6347 2559383.4508 143 L 152+00.00 633921.8182 2560651.4136 211 L 220+00.00 639955.6144 2563697.4678 8 L 17+00.00 620653.7571 2558369.7974 76 L 85+00.00 627375.4836 2559398.5800 144 L 153+00.00 634007.6370 2560702.7472 212 L 221+00.00 640051.4712 2563725.9542 9 L 18+00.00 620752.6060 2558384.9266 77 L 86+00.00 627474.3325 2559413.7091 145 L 154+00.00 634093.4558 2560754.0807 213 L 222+00.00 640147.3280 2563754.4407 10 L 19+00.00 620851.4550 2558400.0557 78 L 87+00.00 627573.1814 2559428.8383 146 L 155+00.00 634179.2746 2560805.4143 214 L 223+00.00 640243.1848 2563782.9271 11 L 20+00.00 620950.3039 2558415.1849 79 L 88+00.00 627672.0303 2559443.9674 147 L 156+00.00 634265.0934 2560856.7478 215 L 224+00.00 640339.0415 2563811.4136 12 L 21+00.00 621049.1528 2558430.3140 80 L 89+00.00 627770.8792 2559459.0966 148 L 157+00.00 634350.9122 2560908.0814 216 L 225+00.00 640434.8983 2563839.9001 13 L 22+00.00 621148.0017 2558445.4432 81 L 90+00.00 627869.7282 2559474.2257 149 L 158+00.00 634436,7310 2560959.4149 217 L 226+00.00 640530.7551 2563868.3865 14 L 23+00,00 621246.8506 2558460.5723 82 L 91+00.00 627968.5771 2559489.3549 150 L 159+00.00 634522.5498 2561010.7485 218 L 227+00.00 640626.6119 2563896.8730 15 L 24+00.00 621345.6996 2558475.7015 83 L 92+00.00 628067.4260 2559504.4841 151 L 160+00.00 634608.3686 2561062.0820 219 L 228+00.00 640722.4686 2563925.3594 16 L 25+00.00 621444.5485 2558490.8306 84 L 93+00.00 628166.2749 2559519.6132 152 L 161+00.00 634694.1874 2561113.4156 220 L 229+00.00 640818.3254 2563953.8459 17 L 26+00.00 621543.3974 2558505.9598 85 L 94+00.00 628265.1238 2559534.7424 153 L 162+00.00 634780.0062 2561164.7491 221 L 230+00.00 640914.1822 2563982.3323 18 L 27+00.00 621642.2463 2558521.0890 86 L 95+00.00 628363.9728 2559549.8715 154 L 163+00.00 634865.8250 2561216.0827 222 L 231+00.00 641010.0390 2564010.8188 19 L 28+00.00 621741.0952 2558536.2181 87 L 96+00.00 628462.8217 2559565.0007 155 L 164+00.00 634951.6438 2561267.4162 223 L 232+00.00 641105.8958 2564039.3052 10 L 29+00.00 621839.9441 2558551.3473 88 L 97+00.00 628561.6706 1559580.1298 156 L 165+00.00 635037.4626 2561318.7498 224 L 233+00.00 641201.7525 2564067.7917 21 L 30+00.00 621938.7931 2558566.4764 89 L 98+00.00 628660.5195 2559595.2590 157 L 166+00.00 635123.2814 2561370.0833 225 L 234+00.00 641297.6093 2564096.2781 22 L 31+00.00 622037.6420 1558581.6056 90 L 99+00.00 628759.3684 2559610.3881 158 L 167+00.00 635209.1002 2561421.4169 226 L 235+00.00 641393.4661 2564124.7646 23 L 32+00.00 622136.4909 2558596.7347 91 L 100+00.00 628858.2174 2559625.5173 159 L 168+00.00 635294.9190 2561472.7504 227 L 236+00.00 641489.3229 2564153.2510 24 L 33+00.00 622235.3398 2558611.8639 92 L 101+00.00 628957.0663 2559640.6465 160 L 169+00.00 635380.7378 2561524.0840 228 L 237+00.00 641585.1796 2564181.7375 25 L 34+00.00 622334.1887 2558626.9930 93 L 102+00.00 629055.9152 2559655.7756 161 L 170+00.00 635466.5566 2561575.4175 229 L 238+00.00 641681.0364 25642102239 26 L 35+00.00 622433.0377 2558642.1222 94 L 103+00.00 629154.7641 2559670.9048 162 L 171+00.00 635552.3754 2561626.7511 230 L 239+00.00 641776.8932 2564238.7104 27 L 36+00.00 622531.8866 2558657.2514 95 L 104+00.00 629253.6130 2559686.0339 163 L 172+00.00 635638.1942 2561678.0846 231 L 240+00.00 641872.7500 2564267.1969 28 L 37+00.00 622630.7355 2558672.3805 96 L 105+00.00 629352.4619 2559701.1631 164 L 173+00.00 635724.0130 2561729.4182 232 L 241+00.00 641968.6068 2564295.6833 29 L 38+00.00 622729.5844 2558687.5097 97 L 106+00.00 629451.3109 2559716.2922 165 L 174+00.00 635809.8318 2561780,1517 233 L 242+00.00 642064.4635 2564324.1698 30 L 39+00.00 622828.4333 2558702.6388 98 L 107+00.00 629550.1598 2559731.4214 166 L 175+00.00 635895.6506 2561832.0853 234 L 243+00.00 642160.3203 2564352.6562 31 L 40+00.00 622927.2823 2558717.7680 99 L 108+00.00 629649.0087 2559746.5505 167 L 176+00.00 635981.4694 2561883.4188 235 L 244+00.00 642256.1771 2564381.1427 32 L 41+00.00 6230261312 2558732.8971 100 L 109+00.00 629747.8576 2559761,6797 168 L 177+0000 636067.2882 2561934.7524 236 L 245+00.00 642352.0339 2564409.6291 33 L 42+00.00 623124.9801 2558748.0263 101 L 110+00.00 629846.7065 2559776.8088 169 L 178+00.00 636153.1070 2561986,0859 237 L 246+00.00 642447.8907 2564438.1156 34 L 43+00.00 623223.8290 2558763.1554 102 L 111+00.00 629945.5555 2559791.9380 170 L 179+00.00 636238.9258 2562037.4195 238 L 246+44.18 642490.2384 2564450.7004 35 L 44+00.00 623322.6779 2558778.2846 103 L 112+00.00 630044.4044 2559807.0672 171 L 180+00.00 636324.7446 2562088,7530 36 L 45+00.00 623421.5268 2558793.4137 104 L 113+00.00 630143.2533 2559822.1963 172 L 181+00.00 636410.5634 2562140.0866 37 L 46+00.00 623520.3758 2558808.5429 '105 L 114+00.00 630242.1022 2559837.3255 173 L 182+00.00 636496.3822 2562191.4201 38 L 47+00.00 623619.2247 2558823.6721 106 L 115+00.00 630340.9511 2559852.4546 174 L 183+00.00 636582.2010 2562242.7537 39 L 48+00.00 623718.0736 2558838.8012 107 L 116+00.00 630439.8000 2559867.5838 175 L 184+00.00 636668.0198 2562294.0872 40 L 49+00.00 623816.9225 2558853.9304 108 L 117+00.00 630538.6490 2559882.7129 176 L 185+00.00 636753.8386 2562345.4208 41 L 50+00.00 623915.7714 2558869.0595 109 L 118+00.00 630637.4979 2559897,8421 177 L 186+00.00 636839.6574 2562396.7543 42 L 51+00.00 624014.6204 2558884.1887 110 L 119+00.00 630736.3468 2559912.9712 178 L 187+00.00 636925.4762 2562448.0879 43 L 52 +00.00 624113.4693 2558899.3178 111 L 120+00.00 630835.1957 2559928.1004 179 L 188+00.00 637011.2950 2562499,4214 44 L 53+00.00 624212.3182 2558914.4470 112 L 121+00.00 630934.0446 2559943.2296 180 L 189+00.00 637097.1138 2562550.7550 45 L 54+00.00 624311.1671 2558929.5761 113 L. 122+00.00 631032.8936 2559958.3587 181 L 190+00.00 637182.9326 2562602.0885 46 L 55+00.00 624410,0160 2558944.7053 114 L 123+00.00 631131.7425 2559973.4879 182 L 191+00,00 637268.7514 2562653.4221 47 L 56+00.00 624508.8649 2558959.8345 115 L 124+00.00 631230,5914 2559988.6170 183 L 192+00.00 637354.5702 2562704.7556 48 L 57+00.00 624607.7139 2558974.9636 116 L 125+00.00 631329.4403 2560003.7462 184 L 193+00.00 637440.3890 2562756.0892 49 L 58+00.00 624706.5628 2558990.0928 117 L 126+00.00 631428.2892 2560018.8753 185 L 194+00.00 637526.2078 2562807.4227 50 L 59+00.00 624805.4117 2559005.2219 118 L 127+00.00 631527.1381 2560034.0045 186 L 195+00.00 637612.0266 2562858.7563 51 L 601-00.00 624904.2606 2559020.3511 119 L 128+00,00 631625.9871 2560049.1336 187 L 196+00.00 637697.8454 2562910.0899 52 L 61+00,00 625003.1095 2559035.4802 120 L 129+00.00 631724.8360 2560064.2628 188 L 197+0000 637783.6642 2562961.4234 53 L 62+00.00 625101.9585 2559050.6094 121 L 130+00.00 631823.6849 2560079.3920 189 L 198+00.00 637869.5699 2563012.6110 54 L 63 +00.00 625200.8074 2559065.7385 122 L 131+00.00 631922.5338 2560094.5211 190 L 199+00.00 637956.5161 2563062.0004 55 L 64+00.00 625299.6563 2559080.8677 123 L 132+00.00 632021.3827 2560109.6503 191 L 200+00.00 638045.6987 2563107.2098 56 L 65+00.00 625398.5052 2559095.9969 124 L 133+00.00 632120.2317 2560124.7794 192 L 201+00.00 638137.2528 2563147.4004 57 L 66+00.00 625497.3541 2559111.1260 125 L 134+00.00 632219.0806 2560139.9086 193 L 202+00.00 638230.8960 2563182.4489 58 L 67+00.00 625596.2030 2559126.2552 126 L 135+00.00 632317.9295 2560155.0377 194 L 203+00.00 638326.0956 2563213.0431 59 L 68+00.00 625695.0520 2559141.3843 127 L 136+00.00 632416.7784 2560170.1669 195 L 204+00.00 638421.9060 2563241.6845 60 L 69+00.00 625793.9009 2559156.5135 128 L 137+00.00 632515.6273 2560185.2960 196 L 205+00.00 638517.7627 2563270.1710 61 L 70+00,00 625892.7498 2559171.6426 129 L 138+00,00 632614,4762 2560200.4252 197 L 206+00.00 638613.6195 2563298.6574 62 L 71+00.00 625991.5987 2559186.7718 130 L 139+00.00 632713.3252 2560215,5544 198 L 207+00.00 638709.4763 2563327.1439 63 L 72+00.00 626090.4476 2559201.9009 131 L 140+00.00 632812.1741 2560230,6835 199 L 208+00.00 638805.3331 2563355.6304 64 L 73+00.00 626189.2966 2559217.0301 132 L 141+00.00 632911.0230 2560245.8127 200 L 209+00.00 6389013899 2563384.1168 65 L 74+00.00 626288.1455 2559232.1593 133 L 142+00.00 633009.8063 2560261,3596 201 L 210+00.00 638997.0466 2563412.6033 66 L 75+00.00 626386.9944 25592471884 134 L 143+00.00 633108.1091 2560279.6636 202 L 211+00.00 639092.9034 2563441.0897 67 L 76+00.00 626485,8433 2559262.4176 135 L 144+00.00 633205.3339 2560303.0038 203 L 212+00.00 639188.7602 2563469.5762 68 L 77+00.00 626584.6922 2559277.5467 136 L 145+00.00 633301.1126 2560331.7066 204 L 213+00.00 639284.6170 2563498.0626 °r PAVEMENT SCHEDULE PROP. APPROX. 212" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 140 LBS. PER 50. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE SF9.5A, G2 T DEPTH. TO E O i T R L H. BE PLACED IN LAYERS NOT TO EXCEED IY2" IN DEP C3 PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.6C, AT AN AVERAGE RATE OF 168 LBS. PER S0. YD. IN EACH OF TWO LAYERS. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, C4 DEPTH. TO RATE OF 1 . PER R E , L A BE PLACED IN LAYERS NOT TO EX6EED 112" IN DEPTH. C5 PROP. APPROX. 11" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 140 LBS. PER SO. YD. D1 I PROP. APPROX. 212" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OB, AT AN AVERAGE RATE OF 285 LOS. PER S0. YD. PROP. VAfl. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D2 TYPE I19.O B, AT AN AVERAGE RATE OF 114 LBS. PEN SO. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%" IN DEPTH OR GREATER THAN 4" IN DEPTH. { D3 I PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.OC, AT AN AVERAGE RATE OF 456 LBS. PER S0. YD. { PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D4 I TYPE 119.OC, AT AN AVERAGE RATE OF 114 LEE. PER SO. YD. PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS THAN 2%,r IN DEPTH OR GREATER TN AN 4" IN DEPTH. E1 ? PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE 825,08, AT AN AVERAGE RATE OF 342 LBS. PER $0, YD. E2 ( f PROP. APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE 825.08, AT AN AVERAGE RATE OF 570 LBS. PER $0. YD. PROP. VAR. DEPTH ASPHALT CONCRETE SASE COURSE, TYPE B25.OB, E3 i AT AN AVERAGE RATE OF 114 LBS. PER S0. Y6. PEA 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER THAN 512" IN DEPTH. E4 ! i PROP. APPROX. 4.5" ASPHALT CONCRETE BASE COURSE, TYPE 825.00, AT AN AVERAGE RATE OF 513 LBS. PER 30. YD.. E5 f PROP APPROX. 5" ASPHALT CONCRETE BASE COURSE, TYPE 825.OC, AT AN AVERAGE RATE OF 570 LBS. PER $0. YD. ( PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.OC, E5 AN AVE RATE OF 1 BE PLACEDRINELAYERS NOTi LESSSTHANR390INYDEPTHROR GREATER TO ` THAN 5112" IN DEPTH. -i ° PROP. 10" AGGREGATE BASE COURSE. p1 ! PRIME COAT AT THE RATE OF .35 GAL. PER S0. Y0. R3 '{ ( 5" MONOLITHIC CONCRETE ISLAND. (KEYED IN( T EARTH MATERIAL. r U EXISTING PAVEMENT. kk W1 f VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL SHEET No. 2) W2 4 VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL SHEET No. 2) C3 D4 D3 f6 C4 U ???? _ 2V4. MINIMUM 119.0c 4 3" MINIMUM B25,0C I DETAIL SHOWING METHOD OF WEDGING W1 -L-,-DETI-q-DET2- 3"S95C BEGIN OR END CONSTRUCTION SEE TYPICALS FOR LENGTH C4 `- C3 REFER TO WEDGING .;>;... DETAIL ----------- - ` U MILLED NOTCH TO KEY-IN S95C-1 34 S95C -4 DETAIL SHOWING TIE-INS AT PROJECT TERMINI C5 D2 D! E3 (,f C2 ffrr` V ) 2%44 MINIM///UM 119,08 J ty Y MINIMUM B25.OB i DETAIL SHOWING METHOD OF WEDGING W2 -Y2-4 -Y3-, -Y5-, -Y6- NUlCI rAVtM- -Vt LLU-0 HHe c URLLJ0 ON- VIMCMg1JG. NOTE: SEE SHEET NO.2 FOR WEDGING DETAILS I 3(Y 8' J2 fz .._ _.._.... ...... _. ----- UWE LANE 6 lY W/CAR IT n' SHLD 4' 2 FDPS FDPS' Y' GRADE C3 POINT p_OB J ,Oy5 0025 F4FT 0.025 F[?FT o25' O,08 . - . EXISTPAV? 221 / ) 6:1 6:1?= 61 2.0 ORIGINAL GROUND T _ 12.0 C3 j ?C3 T I ?g C. VARIABLE SLOPE N 6:1 MIN. TO 3:1 MAX. 2'X 1N E5 ES - ORIGINAL GROUND, , - . - .. ---------- .GRADE TO THIS LINE ------ USE TYPICAL SECTION NO.1 STA 23+76.53 TO STA. 29+04.07 -L- LT. (MEDIAN VARIES FROM 12'TO 461 STA. 29+04.07 TO STA.232+10.94 -L- LT.& RT. STA. 232+10.94 TO STA.237+95.47 -- LT. NOTE I- EXISTING PAVEMENT WIDTH AND LOCATION VARIES NOTE 2: SEE PLANS FOR LOCATION OF TURN LINES AND TAPERS O' LANG UVYC 17 wihtt j SHLD 2, 4 FLIPS FDPS ? ? ? ICI i GRADE POINT ? C3 D3, me nn25 FGFT I 025 GRADE TO THIS LINE----- TYPICAL SECTION NO.1 2iy (5;o i ' xIW I j ? ? O ? sc ORIGINAL GROUND L E, -DEf I-,-DET2- _ _ VARIES d-23' 0'70 /Z 81 15' 6 0 5 LANE L?WE-..__,.-IYW/GR SPILL) ? 1 18 +58.65 DET-- 2 66 71 T FDPS FDPS , g, 4 11 . 1 + . O STA 15 NOTE 1: EXISTING PAVEMENT WIDTH AND LOCATION VARIES k NOTE 2: SEE PUNS FOR LOCATION OF TAPER GRADE C3 D3 POINT ?' OOB VAR . i VAR, SEE PLANS 'l VAR. SEF PLANS - _ __ 0.08 1 4 ORIGINAL GROUND l , - 6 7 w-VC e l VARIABLE TO THIS LOVE SLOPE TYPICAL SECTION NO.2 l0 r ... ? 12' _ ir wiGR 1 LANE USE TYPICAL SECTION NO 2A IN CONJUNCTION WITH TYPICAL SECTION 2 ?S o-y o- 4^PS . TRANSITION FROM F%ISTIIJG TO TYP. SECT. NO.2A FROM aIV ''. ? ?? ' STA. 20+00.00 TO STA. 211+50.00 -L- LT. 8 RT. W u- c5' W o cD,o STA.70+00.00 TO STA. 12}66.77 -0ETI- =1u- I alll I? STA. 15+88.97 TO STA.18+58.65 -DET2- , Zi y ?¦/ ? STA. 240+65.00 TO STA. 241+65.00 -L- LT. I ® I NOTE 1: EXISTING PAVEMENT WIDTH AND LOCATION VARIES I -"--'. - - D Je J I I i??I aa25 ELF 0 NOTE 2: SEE PLANS FOR LOCATION OF TAPER ORIGINAL GROL,.IND 6.1 10 g - VC--_ b.l Y ? 61 12W VARIABLE SLOPE ORIGINAL GROUNL -GRADE TO THIS LINE TYPICAL SECTION NO. 2A ORIGINAL- GROUND PAVEMENT SCHEDULE Cl 21/2" SF9.5A C2 VAR. DEP. SF9.5A C3 3"89.5C C4 VAR. DEP. S9.5C C5 11/4" SF9.5A D1 21/2" I19.OB D2 VAR. DEP. I19.OB D3 4" I19.OC D4 VAR. DEP. I19.OC E1 4" B25,OB E2 5" B25.OB E3 VAR. DEP. 825.08 E4 4.5" B25.OC E5 5" B25.OC E6 VAR. DEP. B25.OC 11 10 " ABC P1 PRIME COAT R3 5" MONO. ISLAND T EARTH MAT. U EXST. PVMT. W1 WEDGING DET 1 W2 WEDGING DET 2 NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. NOTE: SEE SHEET NO.2 FOR WEDGING DETAILS G SEE TABLE VARIES D'TO 35 8' B I A I A B 8' __, 8 W/ GUARDRAIL, GUARDRAIL VARIES, 0`10-3.5'i- i ?y z; I o? C1 GRADE i tX31 POINT I iii i ORIGINAL GROUND U'24 O08 _ .025 - 0.025 FThT y _ 0025 FEfT 1,025 0.08 / L --,-GRADE TO THIS LINE- -1 ORIGINAL GROUND TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO.3 AS FOLLOWS: LINE ROAD NAME STATION TO STATION A B B' -Yl- POSSUM TRACK ROAD STA. 11+14.04 TO STA. 13+00.00 10' 6' -Y2- UNION CHAPELROAD STA.11+11.62 TO STA.13+00.00 7.5' 5' 8' -Y6- HARDING ROAD STA.11+12.98 TO STA.13+50.00 10' 5' S' NOTE 1: EXISTING PAVEMENT LOCATION VARIES NOTE 2: SEE PLANS FOR LOCATION OF TURN LANES, TAPERS AND ISLANDS i Y ORIGINAL GROUND VARIES 0 TO 35'' SEE TABLE r ;VARIES 0' TO 35' B A. A B B W/ GUARDRAIL' z z' n oD C1 GRADE DIi R3 / POINT i MID I zoo I ZO ill __08 .025 0__•-_025 tPr_T 0.025 FLFf , 2 0- pB TO THIS ORIGINAL GROUND TYPICAL SECTION NO. 4 USE TYPICAL SECTION NO.4 AS FOLLOWS: LINE ROAD NAME STATION TO STATION A B 8= -Y3- BARR ROAD STA. 12+78.95 TO STA. 14478.00 10' 8' -Y3- BARR ROAD STA. 17+82.66 TO STA. 79+82.97 10' S' 11' -Y5- FREDRICK ROAD STA.13+00.00 TO STA.14+97.95 10' 6' 9' NOTE 1: EXISTING PAVEMENT LOCATION VARIES NOTE 2: SEE PLANS FOR LOCATION OF TURN LANES, TAPERS AND ISLANDS ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND ORIGINAL GROUND PAVEMENT SCHEDULE Cl 21/2" SF9.5A C2 VAR. DEP. SF9,5A C3 3" S9.5C C4 VAR. DEP. S9.50 C5 11/4" SF9.5A D1 21/2" I19.013 D2 VAR, DEP. I19.OB D3 4" I19.OC D4 VAR. DEP. I19.OC E1 4" B25.OB E2 5" B25.OB E3 VAR. DEP. B25.OB E4 4.5" 825.OC E5 5" B25,OC E6 VAR, DEP. B25.OC J1 10 "ABC P1 PRIME COAT R3 5" MONO. ISLAND T EARTH MAT. U EXST. PVMT. W1 WEDGING DIET 1 W2 WEDGING DET 2 NOTE: PA4EMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINARY PLANS DO NOT, USH I'O CONSTRVCTION DETAIL A DETAIL B DETAIL C STANDARD BASE DITCH SPECIAL CUT DITCH SPECIAL CUT DITCH (Not I. S-10 (Not I, Saolol (Not { S-10 flu al [4t_. ? ) Mlcht p( ?Iopd Gr ao J 3 I 5 G and Natural 1 A'? Ntot Slop< Not...I ... I_., k? K\e1 Slope 'U D cmura \/ D 1° Goane-'.. J.7 D ho B Min. D = Ft. .. -- B Ft Min. D • Ft. Min. D ^ Ft. SHEET ROADWAY STATION - STATION SIDE BASE SHEET ROADWAY STATION - STATION SIDE SHEET ROADWAY STATION - STATION 510E 4 -L- 20.00 RT 4 4 & 5 --L- - 24.28 - 36.00 RT 4 -L- 20.00 - 24.28 LT 10 -L- 91.78 - 93.50 RT 4 5 & 6 L 36.00 - 43.77 RT 4 & 5 -L- 24.26 - 35.50 LT 10 -L- 99.10 RT 4 6 -YI- 11.05 - 13.50 RT 5 & 6 -L- 35.50 -48-30 LT 13 -L- 138.26 RT 4 6 -Y1- 11.00 - 13.50 LT 6 -L- 48.30 -50.50 LT 14 -L- 149.07 RT 2 7 & 8 -L- 57.50 - 66.65 RT 6 -Y1- 10.9} . 13.50 LT 16 -L- 174.09 RT 4 8 -L- 67.67 - 69.00 RT 6 & 7 -L- 50.50 - 58.00 LT 17 -1.- 184.93 RT 4 8 -L- 69.00 - 75.50 RT 7 & 8 -L- 58.00 - 70.50 LT 8 & 9 -L- 75.50 - 77.50 RT 8 & 9 -L- 71.00 - 86.00 LT 9 -L- 77.50 - 86.10 RT 9 -L- 86.00 - 88.66 LT 10 -L- 93.30 - 96.00 RT 9 & 10 -L- 88.66 - 91.60 LT _ 10 -L- 96.00 - 99^05 RT 10 -L- 82.40 - 92.65 LT DETAIL J 10 & 11 -L- 99.10 - 107.00 RT 10 -L- 92.73 - 95.60 LT SPECIAL CUT BASE DITCH 11 -L- 108+50 - 110.50 RT 10 -L- 95.60 - 98.69 LT (Nat to S-1.) F[ant 11 -L- 112.50 - 114.50 RT 10 -L- 98.69 - 99.00 LT Mnge N?1 e( ouch 12 -L-/-Y3- 121.00 - 19.59 RT 11 -L- 105.19 - 111.50 LT Point o Slept 12 -Y3- 19.59 - 20.00 RT 12 -L- 117.00 - 118.26 LT Nalurgl_ i __ Na,{oraf 12 -Y3- 17.30 - 21.00 LT 12 -L- 118.26 - 124.00 LT Aoime dy - T- ,101 Ground 12 -Y3- 21-31 - 22.00 LT 12 -Y3- 17.00 - 14.50 LT ID f o``e Min. D Ft. 12 -L- 124.75 - 129.00 RT 12 -Y3- 13.00 - 14.50 RT 1-B 13 -L- 135.50 - 138.27 RT 13 -L- 134.50 - 138.04 LT 13 & 14 -L- 136.27 - 142.00 RT 13 & 74 -L- 138.04 - 145.00 LT 14 -L- 148.00 - 14 -07 RT 14 d-- 145.00 - 151-00 LT I4 -L- 749.07 - 150.50 RT 15 -L- 154.50 - 155.00 LT SHEET ROADWAY STATION - STATION SIDE BASE 15 -L- 156.20 - 159.00 RT 15 -L- 157.00 - 158.50 LT 4 -I.- 20.05 - 24.28 RT 2 15 -L- 159.00 - 160.98 RT 15 -L- 159.50 - 162.37 LT 6 -L- 43.77 - 48.00 RT 2 15 -L- 161.33 - 162.69 FIT 15 -L- 162.37 - 164.00 LT 6 & 7 -L- 48.90 - 5740 RT 2 15 -L- 162.69 - 164.00 RT 15 -Y5- 11.60 - 15.35 LT 16 -L- 155.00 - 155.43 LT 2 15 & 16 -L- 164.00 - 170.00 RT 15 -Y5- 12.50 - 15.35 RT 16 -L- 155.43 - 157.00 LT 2 16 -L- 173+00 - 174.10 RT 15 & 16 -L- 164.00 - 174.14 LT 16 -Y6- 11.00 - 1250 LT 2 16 -L- 174.10 - 175.00 RT 16 -L- 174.14 - 175.50 LT 16 -P 178.00 - 180.50 RT 17 -L- 185.00 - 186.37 LT 17 -L- 181.15 - 184.00 RT 17 -L- 186.37 - 187.50 LT I7 -L- 784.85 - 195.00 RT 18 -L- 202.00 - 204.10 LT 18 -L /-Y6_ 195.00 - 12.00 AT 18 -L- 204.10 - 206.00 LT 18 & 19 -L- 205.00 - 213.50 RT 19 -L- 212.50 - 214.50 LT 20 -L- 221.50 - 223.30 LT 20 -L- 222.00 - 224.49 LT 20 -L- 225.30 - 226.50 RT 20 -L- 225.35 - 226+00 LT 20 & 21 -DET2- 11.89 - 15.87 RT 20 -L- 227.80 - 230.45 LT 21 -DET2-/-L- 15.87 - 241.70 RT 20 -L- 230.45 - 232.10 LT 21 -L- 240.00 - 24150 LT DETAIL I °REFORMED SCOUR HOLE PLAN VIEW ? Pe mpn tySo l Rginfo Fe e', last alll-I.nd flush wth natural 9-rd. Pipe or Ditch tt 9 fPSRM) OUtiel, A y\ A e el.rmtd SRuare P Sc- Hal WSW -? l4 typ] 4' (Rip Rav B hoe n not show, for aror tyt D \Sead N_) t ' 9 sn qt slat 1 w 4-' d 0.5' SECTION A_A A PSRM. Dclminl t d - Not,ural - ---- -?" - I ?r 1NGR G Grourd •-s-? Liine r: Class dip Rap J 1 ?,or .bthick with Filter Fodric SHEET ROADWAY STATION SIDE 20 -L- 223.39 RT 20 -L- 234.05 RT DETAIL D SPECIAL MEDIAN DITCH ( Not to S-10 Roadway, Roadr'o -mar ?MgRiF 165.,5 r?nen S I aPa AO D Al Min. D • Ft. SHEET ROADWAY STATION - STATION SIDE 4 & 5 -L- 29.50 - 31.00 MED 5 -L- 31.00 - 34.75 MED 5 & 6 -L- 34.75 - 44.00 MED 6 -L- 44.00 - 48.00 MED 6 & 7 -L- 49.20 - 56.50 MED 7 & 8 -L- 57.10 - 66.50 MED 8 -L- 66.50 - 68.50 MED 8 -L- 68.50 - 70.50 MED 8 -L- 70.50 - 73.50 MED 8 & 9 -L- 75.50 - 77.50 MED 9 -L- 77.50 - 83.50 MED 9 -L- 84.50 - 87.00 MED 9 -L- 8700 - 88.65 MED 9 -L- 88.65 - 90.00 MED 10 -L- 90.00 - 92.65 MED 10 -L- 92.65 - 95.75 MED 10 -L- 95.75 - 98.00 MED i0 -L- 98.00 - 98.87 MED 0 -L- 98.87 - 99.50 MED 10 -L- 99.50 - 100.50 MED 10 -L- 100.50 - 102.40 MED 10 & 11 -L- 102.40 - 103.80 MED 11 -L- 103.80 - 105.20 MED It -L- 105.20 - 107.50 MED 11 -L- 107.50 - 109.61 MED 11& 12 -L- 113.50 - 116.80 MED 12 -L- 116.80 - 118.27 MED 12 -L- 118.27 - 120.00 MED 12 -L- 120.00 - 122.00 MED 12 -L- 122.00 - 123.50 MED 12 :L: 1 - 126.30 MED 12 -L- 126.30 - 127.00 MED 12 -L- 727.00 - 129.00 MED 13 -L- 134.10 - 136.00 MED 13 & 14 -L- 138.04 - 142.80 MED 14 -L- 142.80 • 145+00 MED 15 -L- 157.00 - 158.50 MED 15 -L- 161.00 - 162.35 MED 15 -L- 162.35 - 163.50 MED 15 & 16 -L- 163.50 - 168.00 MED 19 -L- 212.00 - 213.40 MED 20 -L- 225.50 - 226.50 MED 20 -L- 227.30 - 229.50 MED 20 -L- 229.50 - 231.50 MED 20 -L- 232.50 - 234.50 MED LEVEL SPREADER DETAIL (NOT TO SCALE) PLAN VIEW PIPE OR DITC NO RIP RAP IN OUTLET CONC. DITCH OPTION ( I? ¢ Ow i mI, n LLJ / W A / aV) A LL Z / F- Z / m n / taJ II i N m/ -51 > T 1---? I ?00 1' 1 I? 1 t" SECTION-AA CONCRETE PAVED DITCH LEVEL SPREADER Permeaant Sail W Reinforcement Mat , NATURAL GROUND (PSRKI 03 4 0' 1.0' nim. 2'ma. cone ditch std 050.01 -3' min.- SHEET ROADWAY STATION SIDE LENGTH 15 -L- 154.70 RT 19' 15 -L- 156.20 RT 14' 17 -L- 184.00 RT 12' 20 -l- 225.35 L7 21' 20 -L- 22530 RT 16' DETAIL E APPROX. EXCAVATION +/- 8 CY L?Q INLET CHANNEL -L- STA 57+23 +/- LT. DETAIL F CLASS '1' RIP RM1P 1.5' THICK M/ FILTER FABRIC 0' KEY (AS SHOWN ON PLAN) ITYP.1 NOTE: RIP RAP ONLY APPLIES TO THE FIRST 20' OF THE OUTLET CHANNEL. OUTLET CHANNEL -L- STA 57+45 +/- RT. DETAIL G :1 SHELF LOW FLOW-•I BACKFILL CHANNEL EXISTNG 0 5' CHANNEL ? ?IVAR. w=»+B'TO 0' INLET CHANNEL -L- STA 224+45 LT. DETAIL H --? LOW FLOW CHANNEL 1:1 SHELF BACKFILL EXISTING CHANNEL 0.5' 7.5' THICK CLASS 'I' RIP WI FILTER FABRIC 1.0' KEY IAS SHOWN ON PLANT (V IVWi•) (iYP.) NOTE: RIP RAP ONLY APPLIES TO THE FIRST ' To' "TOO' 20' OF THE OUTLET CHANNEL. 'I. OUTLET CHANNEL -L- STA 224+63 RT. FALSE SUMP r Nat to Some) r tH e FD;Iw .. i .. .. -_ 20:7 .POI. Y ) . s =m S - Ditch Slope Propesetl O'tch Carter--Burgess Constrvctionl Mananni,q, Enond R.1. d S-iceae gemen K& ASSOCIATES, P.C. Consulting Engineers 64h, 1011 SCHAUB DR., SUITE #202 RALEIGH, N.C. 27606 a - rnt lilt Q -e 41f 350.00'7 APER PROJECT REFERENCE NO. SHEET NO. R-2510A 2D W SHEEP NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SEE SHEET 6 FOR PLAN °REL[?I?N uo Nor nsw nn RY PLANS . coasrnocrmv WIN -sxb 3q5 Carter-Burgess Cone Rants M Planning, Enqi q Ar Ntecture Construction anagement anE Relolad Services 5811 Glenwood Avenue, Suito X00 RaleigM1, NorIM1 Carolina 2)612 N OTE; ALL RADII ARE MEASURED F ROM THE EDGE OF TRAVEL LANE all a? ------------------------------------------------------------------------------------- --------------- -------------- ------ 49.39.66 53.8028 c; 48.52.15 ff '? s I Its v° 21!70 23.00 'v a W N.DO m w ? ? 1r ? 12 pn r2' MM ?. 1r L N 4 N V? 14 0 NIA N ? ? ?? ,? ?y: ? g 49.39.94 Nwi ? 52.80.28 iv 548028 N?,Qi rt 1324 ?- N IL00° 23.00 ' gA i\y NI n 493028 -- N va h n.E T`n a?4 ??d 44-1141 SEE DETAIL `A' 47.00 474541 jq 01 1 48689! 4947.4 0 822 0 59.08 8.70 TAPF? I'IIIF.6.. i G13 ' 461. ?- 1613 !q SEE DETAIL `8' (TIE TO EXISTING) l5 -YI - POSSUM TRACK RD. DETAIL 'B' DETAIL 'A' INTERSECTION DETAILS 2 1.00 o SEE SHEET 8 FOR PLAN T\ PROJECT REFERENCE NO. SHEET I R-2510A 2E RAY SHEET NO. IOADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Phi NA RY PLAKS7 oa lM' Y7St f'0 WNYf RItCY'fbN Carter.m.-Burgess ConsNtcnts in Planning, Engineering hi!ectura. Conalr?ction Management and Related cServicee -Y2- UNION CHAPEL RD. r INTERSECTION DETAILS PROJECT REFERENCE NO. SHEET NO, R-2510A 2F W SHEET NO. ROADWAY DESIGN ENGINEER HYDRAUUCS ENGINEER SEE SHEET 12 FOR PLAN PRELIMIN 05 xr, u;a u? RY PLANS aomsrxlrrrmN 1!p5p 3195 Carter Burgess Con t_t,_ 0.lonagem9eM lgil -d Related Services 5 B11 Glenwood Avenue, Suite 300 Releigh, N-th Carolina 27612 NOTE: ALL RADII ARE MEASURED FROM THE EDGE OF TRAVEL LANE N I I?d.. ?, N -C rvl JTGr1Z911Ja0 ` I -Y3- 1,07 G. 6* 33.U4 1478.95 149892 150-50-150 ? 16.00 18.00 y 5.0 0$ L. EI- J? RAILROAD 7APER? 1 .770.00'l ULI. LANE ------- --- -- ---_-__.__. 16.5.W.-. TAPER .._---- J _ CROSSING 4 PCSt0 16.56J7 . B orHER5 -1 161 _ ' 2 ?? 129-01.40 END TAPER D 59,00 9 1303 22 2 123-20.63 1 0 125 40 12 5 ? w 23,00 ¢ 47.00 , , 150-50-150 63.00 m BEGIN TAPER ? V 0 END TAPER 01, 5,0 OS 'v a ( 11.9.3 9 .66,40 0 47, - 2 -41 / 0 0 BEGIN TAPER 1.36 a . ~ Il' RV y 124 86D2 6 ? N. Iw 12' 09 7 4- 1L o ? . 1? " M? rr tv? 12' 1+ 1c' " " " - - - - s0.cn TAPER 4° E L - -- '' N 2 06 r !r , 1r ? . 00.a0' rA ER N GODO'TAPER 350.00'TAPEH u.? l2' '? 12' ?1 0 ?? `4 ' y ? `? e y 12 ?1 t7 ?? B _ 12' T BEGIN TAPER = - GIN TAPER 37 119.91 W 1 •00,71 I SEE DETAIL 'A' f' I50-50'150 IZ5.03J3 'v?u ND TAP k 128.36.02 - -- ---- ------- - . ? 47.00 123.00.71 aW L I 11M 11.00 END TAPER m ti 59.05 w e ' 150-50-150 1 5.0 OS 47,00 &9430 039 16-93 1000 .43 1!8.91.37 0 - 300.00 TAPER ------------- --? 5.0 OS 02 - 1 16-95,69 16-96 .31 11.0 HE;67 025 - 02 0.79 12.28 - L- POT Sto. 124-13.56 e SEE DETAIL `C' - Y3- POT Sta. 16-JJD4 ;'AYONO C C 124-93.01 0.8297 17.8297 ISLAND ON 21.00 18.00 18.00 e 123,85.55 21.00 51 MONO I 53 15-39J8 4 12J-88 37 124,16.32 147 71 0'(5 025 _ 23-41.37 E36 1 20.30 1714.57 124-93.01 15,00 O 15-59.47 /5-55.40 256 17.19.40 5-94 - 10.37 4.75 15.00 1-14-87.65 00 15 00 K 15,70.17 14, f5 00 U ( . 124-86.02 . . 0.96 DI N I 123-34. Phoo 91 2029 X60.. 02 124-42.40 • 5.d7 PR 039 _,.? 15,73JI /5,7/.75 DETAIL 'A' L -Y3- BARR RD. ME TO EXISTING) DETAIL "B" DETAIL 'C' C INTERSECTION DETAILS PROJECT REFERENCE NO. SHEET NO. R-2510A 2G RAY SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER SEE SHEET IS FOR PLAN r.o Itm' aw: t? i'nvfil'KVCf10N ?AD yq5 Carters.-Burgess Conslruct?on Mlano9em9entno d Relat d Setrvie R,I, Glenwood Avenue, Suite J00 Fnle ee igh. North Carolino 1)612 NOTE: ALL RADH ARE MEASURED FROM THE EDGE OF TRAVEL LANE 16 _ _ _ RS_.IHT TOPER 19.5 155 I CONTROL P01NT 159. ' ?e I t I O, 3.00 ENO TAPER 165.149 W u tt? 84.3 ?? 159.89.37 162+96.65 51 ,00 ro . 153.8051 3 0 d - 15?-35-?5G S OSO 59.00 23.00 S / I V ' .5! 158.04.46 47.00 3.0 O$ B ? 1 b 2 23.00 N H ----- 1 7 4- N _i75' TAPER L79 FULL LANE 59.003 ~ 154.67.34 ------ -- ---- 74 r 74'R , vl l /? -- ----- /? N J:i / r I ? ? N L4 E 52'R N 30' 53'10.5'E N .R y RvdNs t iv 80 -DIL v, CONTROL Po7NT 1 . 158.8!27 159+5326 8fGlN TAPER 82.39 Ih I° 4233 58 0.90 74 1b5 3.00 I ` w 153.81.34 3 W m N00 W ? tu ti m Nr 6 NIA— SEE DETAIL `A' - rrU vn. rnwir Y -Y5- FREDERICK RD. DETAIL 'A' DETAIL `B' INTERSECTION DETAILS 0 N PROJECT REFERENCE NO. SHEET NO. R-2510A 2H _ RAY SHEET NO, iOADWAY DESIGN HYDRAULICS ENGINEER ENGINEER P?kELIMIN . RY PLANS m 0 o ? o 198'0!93 19838.49 9682 4726 N 20332B2 77 96 h . SEE DETAIL'A' H N CONTROL POINT o 20308.09 p 5.00 2112-28.09 NI -- U ,n. " R ?2)p. e Tjp /35., ry ?? o n ? $ 19963.09 25.00 UrV ? b 20099.34 aa .? 23.00 '- OIW 20"38.09 20277.14 -??OSIA W? 3'00 47 05 . ane c+? Onx ,9;979 . Zu ? SEE DETAIL V DETAIL "A" -Y6- HARDING RD. C...Ntante m PJ-i- Engineering, Arch"ilectu Construction Management a,d Relo Id Services 5811 G11-l4 Avenue, Suite 300 Rokigh, North C-6- 27612 NOTE: ALL RADII ARE MEASURED FROM THE EDGE OF TRAVEL LANE t N N'R Nla N 23? J -y N h? sass. ' r 18.32 r 6 ;4~ I t 1 t PC 5 A ? 722 10.98b8 0.00 15' P3B6 P-24.5 70 4,00 DETAIL 'B' T - 2256P R • 490.00' SE • 08 INC • 18 NOTE: ALL DRIVEWAY SEE SHEET 22 FOR -L- PROFILE PROJECT REFERENCE NO, SHEET NO. CONNECTIONS ARE 6" ABC SEE SHEET 33 FOR -DETI- PROFILE R-2510A 4 UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS WW SHEET NO. ALL DRIVEWAYS ARE 16' WIDE WITH ROADWAY DESIGN HYDRAULICS 10'RAD11UNLES.S OTHERWISE NOTED ENGINEER ENGINEER PIZI LIMIN RY PLANTS] ??? ?C 09 60: OYP, YG . C06'R4P,Cp4'IGN Carter-mBurgess Coo1.1-t. in Plonnm En91 ANChiieclure, Construction Mw° ,e , ntl R°I°tad S--- 581, Gle -d Ave — S-l 300 R°Ieiph, N-h Cor°lina 27612 KO & ASSOCIATES, P.C. Consulting Engineers 1011 SGM UB DR., SUITE #202 o RALEIGH,, N.C. 27606 N N ? o M C) - Ld O? ... 00 ° .In u) C14 SPECIAL DITCH GRADE ?.__. _ ... _-.. .. _.... .... _._ _.. __.... (SEE PROFIIESJ P' C4 SEE DITCH DETAIL C Z a Q F-C) F- r, I 8 TIP PROJECT R-2?/?A 2 0, rEH Nslot EraJa A,v_e_FROw u.r NCDOT cP ? n 1 rn DA 2„ m °m Ar o aooo TO Iz Fr AT Is' aos -L- PO STA. 20+00.0( TRANS)T_IGN - - - - ?"0.00, FR _ - - -- - - _76-Ex grlNo _ N 11 32' 56.011 E -N 9°01'09.6" E - - - - -- --------------------------------------------------- ---- C ---- - - - y - '? -. - REM w N REM EM&T 18, c .. ° ? .._-._-.-.-__ 0 0 y N 5p w 19'65.00 RFAti ?, „ _L- N v?? a n? e,il tn Ex Rev N 8 42 - A ° ?1 N a 5 YGgD? N a ---_-- - _ -21 _. - --- - - -- ---- -- .... TAPER snlo w,Brn TO tx?s; INC a r FUTURE LANES O -_, ' - - -- - ° ° 1, ?? ° TnNSIrloN SUPER To E !s m6 raPER -- (GRADING ONLY) C rz -- - - - - - - --- --- - - --- °-------- - - -------- ---C - _ -_ - o U - T r OI Di --_F w a 28'00.00 .I Y o " 102.00 C o F - - N 8 42' 06.4" E 2 ,ate r r a a -- .__ a J C X 19'65.00 2775.00 23-80.00 FENCE 106,00 01.00 2? 4,50.00 BEGIN C/A 19'92.00 m '-+ 20.33A0 2' BASE DITCH I 113.00 CLASS "B" RIP RAP BEGIN AV FENCE RT 10536 10438 EST CU YD DDE EST SQNYD FF I SEE DITCH DETAIL 1 I SPECIAL DITCH GRADE CLA EST 3 TOt ,RIP RAP I S _j SEE DIT?H?DETAIL B PTStO.11"80.02 EST 10 SQ YD -D 1- C a.Ia00.00= /-POT to.20-50.00 135.00 LT-) 20'09.00 '" 0 O N 227.00 I !? BASE TAIL DITCH 1L840 LF (lµ 0.3% RA GDE EST 1450 CY DDE P+. SEE DITCH DETAIL A m ' I -DETF _ o PI Sto 10.90.18 PI Sto 15.5820 m d°8'35'43.7(RT) 0°8°35'4371'(LT) D ^ 4' 46 28.7° D = 44628.7' L ° 180.02' L =180.02' T 9OJ8' T 90.18' - A R 1200.00' R 1200.00' m , SE ° 08 SE -08 INC • 27' INC - 27' m MATCHLINE •L- OFFSET 390.00' SEE SHEET 4A NOTE; ALL DRIVEWAY SEE SHEET 2C FOR DITCH DETAILS CONNECTIONS ARE 6' ABC ALL DRIVEWAYS ARE 16' WIDE WITH UNLESS OTHERWISE NOTED 10'RADIIUNLES.S OTHERWISE NOTED ?p y95 9 3,95 PROJECT REFERENCE 1,10. SHEET N0. 0.OGI/ln AA R1Y SHEET NO. ,DWAY DESIGN HYDRAULIC: ENGINEER ENGINEER PRELIMINARY PLANS c0 NOS USE 80 WBSTINCSION CarternBurgess ConsWtanla In Planning, Engi inp, fvchiteclwe, ..1 Construction Management oad Related Services 5811 Glenwood Avenue, Slit, 300 T Raleigh, North Corollno 27612 KO & ASSOCIATES, P.C. 19'030 50 20-50.00 ° ' IIATCHLINE -L-OFFSET !20000' SEE SHEET THIS SHEET 516.5 Consulting Engineers 90600 5250 , 1011 SCHAUB DR, SUITE #202 RALEIGH, Me 27606 539,60 T D E TDE- 2097.00 rn 593.96 20-60.00 1252.00 RFMOVF _.!91200 593.73 m 0-021X1 TDE ME 603.57 !96770' 2-0200 622.0062500 O 4'BASE TAIL DITCH 0 1840 LF 0 0.3% GRADE m EST 1450 CY DDE SEE DITCH DETAIL A a 1-40,00 0 1470,00 4' BASE TAIL DITCH O 1840 LE 9 0.3% GRADE _ ,- EST 1450 Cy DDE - SEE DITCH DETAIL A nI o? MATCHLINE •L-OFFSET 1200.00' SEE SHEET THIS SHEET j? EXISTING POND NOTE: ALL DRIVEWAY SEE SHEET 23 FOR -L- PROFILE CONNECTIONS ARE 6"ABC SEE SHEET 2C FOR DITCH DETAIL UNLESS OTHERWISE NOTED All DRIVEWAYS ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED Wo-,,,, ---&3g5 IrM rot SPECIAL DITCH GRADE SPECIAL DITCH GRADE (SEE PROFILES) SPECAL DRCH GRADE SEE DROFILOETAIL D SEE DtiCH DETAIL D (ffE DITCH PROFILES) DETAIL C SEE SPECIAL DITCH GRADE (SEE PROFILES) BL-4 PINC 22-70.78= SEE DITCH DETAIL C SPECIAL DITCH GRADE P 'S (SFE PROFILES) L STA 2809.84 BL-5 SEE DITCH DETAR D 61.89 LT PINC 28.48.54 _ -L- STA 33.87.57- BL-6 56.36 LT PINC 33.65.12 -L- STA 39+04.15 57.94, LT -' ©M 7 -_ BL- STA 29.93.73 66-03 LE, T le ELEV- 62.48' W - - --------------------------------------- c-- ---- ----- c c i 9° 00.8 E N 8' 31 34.5 E N 8° 20'03.81" E a KM N S 4Z (16.4" t -L- FI? I 129](D) al I 141 C Ss '8' RIP RAP n J v EST 2 TONS d'= I EST7 SQ YD FF m- <` ? _ U C< _< _____ _________________ - ? --------- -- Q - ---- - ---- 46,ww --- R 0 C 48'WW FENCE -ri - NCE 28.50.00 - 36.00.00 3 1020000 I07D0 3(•00.00 100.00 106,10 A.E$S Ib 104.00 05 CLASS "B" RIP PAP) EST 2 TONS EST 7 SQ YD FF . :. .. --. :. ,, SPECIAL DITCH GRADE SPECIAL DITCH GRADE : (SEE PROFILES) (SEE PROFILES) SEE DITCH DETAIL B O SEE DITCH DETAIL B SPECIAL DITCH GRADE (SEE PROFILES) ':> SEE DITCH DETAIL 8 NOTE: ALL DRIVEWAY SEE SHEET 23 FOR -L- PROFILE CONNECTIONS ARE 6" ABC SEE SHEET 32 FOR -Yl- PROFILE UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS SEE SHEET 2D FOR INTERSECTION DETAILS ALL DRIVEWAYS ARE 16' WIDE WITH l0'RADII UNLESS OTHERWISE NOTED 8.15 LT 350.00' i APER ` SPECIAL DITCH GRADE SEES DITCH DETAIL D -L- POT St .48' 4.77 ` SPECIAL DITCH GRADE YI- POTSta. I0'00DO SEE EE DITCH DETAIL C SPECIAL DITCH GRADE BL-7 - N - SPECIAL DITCH GRADE N (SEE PROFILES( (SEE PROFILES) C SEE DITCH DETAIL C -L- STA 44:05.83 SEE DITCH DETAIL D 61.16 LT _ L -- -- ----- ---- C ------------------------------------------------------ ------ L WL1 C------`- ------ . >. , ------- r ----------- ----- -- - - ----- C ----- - > C N 8° 20 03.8" E - ni 4- 12 1_ 31'06:9' E ? !7 ? N 84206.4 E 14' d ?. 2GI(D) L? cJ N? - ........ NAG. -. NI... N E?ol(R) REM LA ?j :v °" 'v 1z F? J - - - ------------- BL-8 PINC 43157.12 - 1!g) 395 BY1-43 POT 500.00 -L- STA 4M3 26 I0o'rULL LA E --------------- 48'WW FENCE C SPECIAL DTCH GRAI (SEE PROFILES) SEE DITCH DETAIL B 3580 X35 US 17 _3590 0 ;135 3,740 -'*b 6.447 3590 X35 3.405 5,930 0 05 US 17 -3.740 ff5 375 315 305 6,447 °z H'5 2d6 ADT p Sb 615 0 615 ry6 h _? 700.00'iFiPER „?Ja R B0? _ "S' RIP RAP' - ' CLASS ---- --- - - -- T 5 TONS - ti I q, 12 - EST 14 S( YD FF !. .0219 !C F 2 .: '9211 11 R c us wo - - C ? --- - 46' i ?E,T BASE DITCH ' ENCE CU YD DDE 47.88,00 49'05.0 FENCE DITCH DETAIL 1 12000 12216 O 51-0.PC 48'95.00 12690 CLASS RIP RAP / MT 122.00 0 52-4L1,00 ---- EST 2 TONS 11-80,00 ENO MY FENCE EST 7 Sq YD fF CLASS "B" RIP RAP - -'?46 . !2' BASE DITCH EST 3 EST 0Sq TONS YD FFr A A W U1.8 FENCE & CA ` IESTCU YD DDE --( 80.G0 LEE DITCH DETAIL 1 O Op0 SPECIAL DITCH GRADE ? i ?(SEE PROFILESI SEE DITCH DETAIL 8 a SPECIAL DITCH GRADE Ci I7/ (SEE SEE DITCH?DETAIL 8 I I O ! IF ?' ! a C 13-00. 4 r' ' o 44.00 A g ENO WW FENCE & CA 13'00.00 13.00.00 I \? \ , 5290 7 EX R/W 40.00 13'2807 -YI- POT Sta. 0-00.00 0-HM 13ODAO - EN CON U lON 0.00 (T7£ TC EXISTING) o /5 NOTE. All DRIVEWAY SEE SHEET 2.4 FOR -L- PROFILE CONNECTIONS ARE 6" ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH !O' RADII UNLESS OTHERWISE NOTED awign, norv ®Ki h c?D , 10, BL 9 PING 49+43.36- -T3- 109 PING 10+06.25. -L- STA 54.79.50 SECIAL DITCH GRADE 10.02 LT EE DPDOHLEDETAIL C SPECIAL DITCH GRADE ISEE PROFILES) SEE DITCH DETAIL C 10P'EJLC UWE 100'TARER _ LF OF CHANNEL PROVEMENTS SPECIAL DITCH GRADE T CU YD DDE ISEE PROFILES) ro w E INLET DETAIL E SFE DITCH DETAIL D SPECIAL DITCH GRADE (SEE PROFILES) L 10 SEE DITCH DETAIL o PINC 55+86 .94 -L- STA 61+23.06 11.18 LT - ------ -------- ------- ---- ------ ------------- ----- ------- -------- --- - -- --------- - W - 41 < GRAU 350 < '? a < < s 2 Vf Lai Lai Ln /- r o ?- W W 2, - N, 8 24 47.0 2G1 ?m .- N35:58 E -RE-MOVE _ ?? E ? ? Q gg fo ? N.. 2Gijoj zGgo1 _ N 642'06.4' E L- N'1 > N4: REM -D7 _. REM _ REM 1-..N. 2GIIDI ti v < .. ul - v 1 c C Y L-ZT"T CAT -1 2 6"CONC.PAV?.. - -- -------------- 4 - - - IrAr l ------- ------- ------------------ - -- ----------- --- -- -- -- - - • C I. air FENCE I / -TDE 6hnnon CLASS RIP RAP FENCE 55r00.00 5772.00 1/0.00? 108,00 110.62 CLASS ^B" RIP RAP 57?27A0 .00 EST 2 TONS ?- 2 BASE DITCH / 11150 ' 11857-72,00, EST 7 SD YD FF EST CU YO ODE 118.00 54-08.00 BEG ENCE SEE DITCH DETAIL I I y7.27.C0 2'BABE DITCH BEG SPECIAL DITCH GRADE 118.00 (SEE PROFILES) L- ESE CU YD DDE EST 2 2 TONS RIP RAP I T CH SEE DITCH DETAIL B CLASS "0' SEE DITCH DETAIL 1 EST -I• Y BASE TO EST 7 SO YD FF I EST CU YD DOE r- . SEE' DITCH DETAIL 1 \ - CLASS °B" RIP RAP EST 2 TONS 56. 113,00 40 LF OF CHANNEL EST 7 SO YD FF 1RIPROVEMENTS /U 60' ACCESS W/CL ^P RIP RAP BREAK & FILTER FABRIC . EST TONS 12 EST SO YD FF EST CU YD DDE - SEE OUTLET DETAIL F F C'D EST 2 TONS ---- EST 7 SO YD FF .300.00, Carters-m-Burgess PROJECT REFERENCE NO. SHEET N0. NOTE: ALL DRIVEWAY SEE SHEET 24 FOR -L- PROFILE M R-2510 2510A & CONNECTIONS ARE 6" ABC SEE SHEET 32 FOR -Y2- PROFILE „ P, E„„„,,,„9, -hit-,I,°, UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS =I...t- M^ .,. ° Rimed s PAW SHEET NO. SEE SHEET 2D FOR INTERSECTION DETAILS Rsa"md un, `h° H°.on c ""°^"° 27612 ° ROADWAY DESIGN-" " HYDRAULICC,-J- us?z ENGINEER ENGINEER ALL DRIVEWAYS ARE 16' WIDE WITH KO ASSOCIATES P.C. 10' RADII UNLESS OTHERWISE NOTED - , Pf81uLXMIN Ri' PLANS Consulting Engineers P, mnorxn ulx 1011 SCHAUB DR., SUITE #202 RALEIGH, N.C. 276606 'SAD 3N5 o SPECIAL DITCH GRADE IS EE PROFILES) SEE ORCH DETAIL D SPECIAL DITCH GRADE SPECIAL DITCH GRADE - - (SEE PROFILES) (SEE PROFILES) SEE DITCH DETAIL C SEE DITCH DETAIL C - _L_POT Q. 67+15.4-3 SPECIAL DITCH GRADE Y2- PoTsta. 10°00.00 SEE DITCH DETAIL D By, 2 BL-11 PINC 62+02.20 = L 12 sl- sTA 60-88.77 BY2-45 POT 5+00.00 PINC 67+78.86 11745 LEFT -L- STA 67+38.29 -L- STA 73+14.90 Lt-Ev. •-se,ea' 3.54 LT 11.16 LT ------ ------- --- ----------------------- ------- Z C ------------------------------------ - - C ------------------ - - - - - fa3'= -C W W _ W v REM EM REM: - ------------ -- 0. N 9° 24'47.0" E N 7° 56,39.7" E -- REAL N0. O d _. -. .._.. .. REM R611 zU 15" 2GI(U) - REM A REM scgDl ,9 sGIIEI v REM: d N0. N 8'42'06.4PE - ?a REM 2 - = -- --- - - rr ° - ---- - r ?.? 15, ?- a ---- i C --------------- Q 3000G' PER 4W WW FFNrF - - - --- __ __---.__? i?p 14 2 ,d6' 4 C -_ C 02 10,(-0 _ WW FENCE ?81 YE resR1 1 , .. 6?OO.00 11.00 ? 00 73.81.00 I l 67°83.00 - ", FENCE 00.00 76 ITT CLA55 "R" RIP RAP I END WW FENCE B G I K !08.00 SPECIAL DITCH GRADE O 7450.W` rg-00,00 108.00 / 11°35.00 E PITCH E l6 10.00 108!!0 1 ----..._/ 1 SEE DITCH DETAIL B O EST S3 S EST 10 SO YD FF rn 40.00 (7 74011.00 66,G5p0 SPECIAL DITCH GRADE END WIN L SPECIAL DITCH GRADE i15? (SEE PROFILES) FENCE ISEE PROFILES) SEE DITCH DETAIL D EE ROFRES) GRADE SEE DITCH DETAIL R &35.00 L SEE DITCH I?(.IJI 40,0 43.00 ESCLASS -B- T 2 2 RIP RAP DETAIL B EST TONS _ ?EST 7 SQ YD FF CLASS "B° RIP AAP ' 43.00 A y m - _. EST 2 TONS ..- 12.00.00 l2?20.00 - _ `, EST 7 SO YD FF 30.00 SPECIAL DITCH BEG WW - - - `- - -. (SEE PROFILES) GRADE 12.20.00 II FENCE & CA SEE DITCH DETAIL B EX RAN 13 FENCE & CA 07 .. 13°00.00 ?1? ?Arn 13"00.00 38.00 40.00 5 O 3'740 E440 us R 725 355 _ 3,%5 6795 !.905 b65C 3740 6;440 0 6.335 285 460 J US n 60 -X5 105 6650 285 \ 460 h a w °z A01 2006 285 285 ?6 46J + 097 NOTE. All DRIVEWAY SEE SHEET 25 FOR -L- PROFILE CONNECTIONS ARE 6' ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH 10'RADIIUNLESS OTHERWISE NOTED 00NAp 3+95 °v ro SPECIAL DITCH GRADE (SEE PROFILES) SEE DITCH DETAIL D SPECIAL DITCH G CLASS °B" RIP RAP )SEE PROFILES) EST 2 TONS SPECIAL DITCH GRADE SEE DITCH DETAIL c C EST 7 SQ YD FFJI I (3) IEEE PROFILES) SEE DITCH DETAIL C BL-14 PINC 79-01.00- SPECIAL DITCH GRADE BL-13 (SEE PROFILES) PINC 73+14.69 -L- STA 84+20.37 SEE DITCH DETAIL D L gTA 7836.79 76.08 LT 132.59 LT ICCOTGPS..- _.- R2510A- 4" N 14°14 00.8 E W N 4° 23 4,6-Z) . I. REM p --------------------------------------------- -- ---- -- ---- --- - - - - - - - ----------------------- -------------- > > > -; ' " -. > . N 10 57. 13.7' E tL ?? _. _. .. _.. '" REM C, .Irj f'L'r?T -- v vq LI a 91 24 1 - . 22 2GI(D) .2 .. )).. 2, _. -. _ .. .._ .. _.. _.....-. _. V `N REM > _...?, 15'- ' -?.- , 2GIID) .. 2GI(D) N N N 8'42'06.4'E? a RE' - Nla ti REMI `---- -f 75 TAPER ao ------------------------------------------------------------ F -? ? -------- -?t -------- 77- ----------------------------- -------------- _______C C 48'µ1y FENCE C 77-50.00 _ 79Wt.00 Le'•00.00 -. 8650,00 '4 f00A0 BEG µM' FENCE O 0 - 100,00 j r0.00 cuss ^e° RIP RAF 0 .-I SPECIAL FITCM GRADE 24 60 ACCESS, 4 ro ESEST 2 T 7 SQHYO 102.0 ff / 28 S (SEE PRO?, EE DITCH TCH DE DE BREAK - - S / EE FAIL B - O SPECIAL DTCH GRADE (SEE PROFILES) DITCH. IL B ... „ ES CLASS B RIP EST T 15 ON YO P? .: . F,F na n? C1-- M --iiTg Cone ! lion ange 'nEt 0 SSif Cienw°atl -- Suite R°iei9h•NO?th C°r°lln° 27692 KO & ASS ConsulriR rare scxnuB xAr.?rc r 01 W 2 H W d i T L 09 SPECIAL DETCH GRADE (SEE PROFILES) SEE DITCH DETAILD 9he0.00 250.00 0 m I O m m TDE 30 ^O 4' BASE TAIL DITCH m 760 LF @ 0.2% GRADE EST 1900 CY DDE SEE DITCH DETAIL A a 0 m tl m a U m a 0 m m 9963.00 100-24.00 46823 100'3750 .... 9 7700 ,9- . ::.. 5,27,52 _ .. _ 53124 ..: _. MATCHUNE •L- OFFSET 440.00' SEE SHEET THIS SHEET NOTE: ALL DRIVEWAY SEE SHEET 25 FOR -L- PROFILE CONNECTIONS ARE 6"ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED _ tppJ$3N? 1 m t O m 0 m PROJECT REFERENCE NO. SHEET N0. R-2510A 10 RW SHEET NO. IOADWAY DESIGN HYDRAULICS ENGINEER ENGINEER Fl8Ll,5 dN RY PLANS Carterm-Burgess Consultants in Planing. Enyi g, Architectvra. Conetrvatloa IAanogement and Related Servkes 5811 Glenwood Av<nva, Suite 300 Roleigh, North Carolina 27612 ,KO & ASSOCIATES, P.C. Consulting Engineers 1011 SCHAUB DR.,SU17E #202 RALEIGH, N.C.27606 n NOTE: ALL DRIVEWAY SEE SHEET 2.6 FOR -L- PROFILE PROJECT REFERENCE NO. SHEEi NO. CONNECTIONS ARE FABC SEE SHEET 2C FOR DITCH DETAILS R-2510A r UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE (6' WIDE WITH RN! SHEET NO. 10' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER q5 PRPLiNlIN R3' PLANS 3 \IAD Ag NOT 1168 Ad CONSTRiC110H Carterm-.Burgess Consultants In Planning, Engi g• H,hit-t.- Construction Maaog-m t- R.I.ld S-1- 581101enwooE Avenue, Sale 300 Raleigh, N-th C-Ii- 27612 ®KO & ASSOCIATES, P.C. Consulting Engineers O ®1011 SCIfAUB DR,SUITE #202 RALEIGH, N.C. 27606 0- SPECIAL DITCH GRADE AL ISEE P SEE DITCH DETAIL D SPECIAL DITCH GRADE BL-18 SEEE DITCH ?DETAIL C PINC 10257.71 SPECIAL DITCH GRADE -L- STA 107+76.47 SERE OirCH DETAIL C 57.25 LT BL-19 PINC 107+73.77 -L- STA 11292.52 54.21 LT O N tai F -------------------- - -- -- --- -- - 3, _ N 9 37 47 6' C Fs - N 9 2' " ' ' ' " i H ?a 22.4 43 03.8 E 9 E .. °a N 8 W 4- . - saFU1-1- A E -- --- -- - as r ? -- - y ? f n o moo ?? ;a Q . _- REM _ >. M N v 24„ u 2 N 24sa N 8 ,4c? 06.4E A^ L 34 r R au c O REM 2GIID) 32 REM i q V > LTR _ ?I - -. o 2vg-„'p.1 4®1 '" i as CON15'0!PC - ?- -ij _----- _-._ _____ __----------- c --._ -___ ---------------- - 49N4N FENC E . ___ - _-_-- -- 4 112-53.00 100.00 100.00 SPE CIAL DITCH GRADE - FENCE I 8 RIP RAP EBT a S , DITCH GRADE EST 1Yi SO YD FF OFILESI (SEE ISEE llZ'95•CO 113"53.00 I SEE 120.017 121.00 PROFILES) DITCH DETAIL D CH DETAIL B /0500.00 123.00 ( 32 SPECIAL DITCH GRADE CIAL DTCH GRADE I S C L ? ` - EE DT H DETAIL B E PROF LES] DITCH DETAIL 8 QSEE CIAL DITCH GRADE E PROFILES) DITCH DETAIL D llkrcrcENCc Nu. ..v ..I 10, ,. - UALC-HONE •Y3' W. ''u:f-o SEf INSE r R 2510A 12 3 I i I ? PAY SHEET NO. 1 "12.7e'5 I 11, ROADWAY DESIGN HYDRAUUCS rl ' ENGINEER ENGINEER EX R11y PTStO, 12-26.68 d _ t Y3 .. I t. 124895 - .• _..'?- 1 1 m 1 ?1. PflT $t I12.7?5 l St, 127895 45 Ex R IN PRELIMIN RY PLANS If -Y3- P Sta. I1- OA e ! (TIE r0 .. .. l !2'789$ W NOT IrSF. !'0 CONSTRUCTION BEG CONSTRUCTION EXISTING) 4$.00 (TIE TO EXISTING? G' z, t 1l PI Sta 11+1471 W 21'38'46e(RT) i .. LD ° F226.68' ct 32575 h ' ?! mECUL DITCH GRADE °Burgess Carter O I IEEEITCH E 7 T ° 114.7[' - ' SEE DITCH DETAIL C O coaw lomc P],, E °eer qt,ed a< SMteme.e. /0.00' 5811 W I L G1 Clon MAYO to d Rela R ° 6VVNV ervroes Q Tl? 1 tl Aroma. S,it, 300 SE ° 08 RoleOleawoo ? ? n(; `, ? r I i I 5811 G1 NOrlh Carolm 2)661 12 INC ° 2375' Ir /KO & ASSOCIATES, P.C. I I5 23'8000 $ I. Consulting Engineers NL/N -y . ? rR sTeveN • Ex Rrv E I ' 1011 scHAUE DR SUITE #202 MA MARK Buck BL-21 PING 118+79.36 ,I 24.8000 A , RALEIGH,N.C.27606 HIS yEEr DB an - ac Bat BY3 48 PING 11+05.10 Ex Rln SPECIAL DITCH GRADE -L- STA 123+97.75 ; (SEE PRO", I 74.62 LT SEE DITCH DETAILD SPECIAL DITCH GRADE BL-20 SPECIAL DITCH GRADE SPECIAL DITCH GRADE - 7R95 I -? 078E - p 3,95 ISEE PROFILES) PING 112.93.41 (SEE PROFILES) (SEE PROFILESI L- POT Sta.f24d356 ' RAILROAD NA DITCH DETAIL C Sta./6e3304 SEE DITCH DETAIL C 54.06TLT118+12.16 SE RCN DETAIL 0 SEE .:. _:.- -. c 1501?-50JS-150 R tai vZi c PCSta.16+5677 c /50-50-/50 - - -- - - - q _ W I D? - ----------- ae,? -- - `; -- -'-- - ------- --------------------------------------- 5O __ lw,;?FULL LANE Z w ? < - - - _ .., -< - - ? y, __. LA _ J N- 10 45 25 8" E a 2 1n - - tWi1 ' N 8° 43' 03.8' t 41' 29.6" E 1 ` r _ r 12' W 8 5'TAPf R__ o N M? _--. _/? -1? 12 0 V1 g' z N I' : 12' 120 _ `? .. .. N 2GI(D)) V "..... ^...... 350.00'TAPE, -... -. w4 REM .)50.0'71WPLR 3R RRU ....: REM < ! 37 2c1(D) N i` ' ? xu ? ?N 10 •d N .,100.00'TAPER -?- , 401(0) NNI W .__. .. - .. _ 12 2, -00 I NR . 41 0 300.00 I APR ?, . i F F 0 0I °'R 150 50150 ` -- ---- 34 - - ------------- ? ?,F )t 150-50150 (_ ?l - - - ---- ? ------- FENCE '.... - --- i. 5.0 OS 4r WW FE,. a e-E -'tea48d7 9 i 124.95.00 12070.00 R --, ?-r-- l 45 100.00 (~ - _ - IC - 106,00 SPECIAL DITCH 6.00 GRADE C 1 SPEC SPECIAL DITCH GRADE SEE DITCH DETAIL D (SEE PROFILES) - ??! -- •8 ? _ $ - ULDRCX GRADE (SEE H I PROFILES) TCH D - SEE DRC DETAIL R 127,00 p? 7 (S SEE EE'PRORLFSI ! 0.850N DITCH DETAIL B ! EST3TONS _ 122'00.007 !23'05.00 A _Y3_ CUSS 'B" RIP RAP CLASS B' RIP RAP EST 10 SO YD F!_ 130.00 - - ES1 74.00 35 _ EST 7 SQNYD FF E5/ o PISto l7+75.34 --- 45 -..- 179700 Y S56s1 se.0o W, a _ A ° T 32 168 (LT) I I 72 O, +e D • 3'!0.592" ?:T m 47.7 01 02 OS L °236.81' 02 a T • N858 _ 8.9358 a o R ° 1.800.00' SE - RC 58,00 --- r . W INC 25' PTSta r L_-_._ J FENX CA - fp _ ..9.10J5 5 f O 189358 EX j -JI SEW SPECIAL DITCH GRADE 19!2299 1 I BEG IlM1Y "? - I (SEE PROFILES) EX RnN FENCE o S - SEE DITCH DETAILS &CA N ?5 _( 1 a , - CN55 IF RAP BY4-51 POT 7+50.20 BY4-52 POT 5+00.00 _ EM" --- wnT0N5 39 18" 1E" CoN EST 10 SQ YD FF -Y3- STA 20+07.03 - BY3-49 PING 15.41.10 - 280.86'RT -Y3- STA 19+93.59 31.02' RT 1 5 4 , 33'04.1"_W -- 4a : 9a2s7 20 BAR 790 1120 R RD 790 120 7:10 20 3545 65`.07 -.3 6,690 BS 0 750 791 320 1220' 375 505 4$94 us n 7705 60 100 4.110 r 70,55 35 bA0 CbU 265 1585 355 7p60 ADT 2006 2016 355 y 850 SM f &b R RD -EY4 ( W x R W S !0 00 960° W r OT Is _ END PAVING (RE TO EXISTING ??' ) 1 2 ao.a0 1 8 0 21-13.00 - I ',•ri n' L , m. EX R Y P Sta. ?1.00.00 36 m: END C NST UC !ONJPCO1 r { 9 u- (TIE TO--EXISTING) G3 ,. . _1 I SEE SHEET 26 FOR -L-PROFILE m SEE NET 3 FOR -Y3-PROFILE I w SEE SHEET 2C FOR DITCH DETAILS SEE SHEET 2E FOR INTERSECTION DETAIL ' , ALL DRIVEWAYS ARE 16' WIDE WITH I ' ? 10' RADII UN?SS OTHER)"JIBE NOTED r ai NOTE: ALL DRIVEWAY SEE SHEET 27 FOR -L- PROFILE PROTECT REFERENCE N0. SHEET NO. CONNECTIONS ARE 6"A8C SEE SHEEP 2C FOR DITCH DETAILS R-2510A 13 UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE I6' WIDE WITH RAY SHEET NO. 10' RADII UNLESS OTHERWISE NOTED ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ?NAO 3?5 ?1 $ LI YN RY PLANS 00 ,?'0? IISP. AO t'ONSY'RII(::'IRN Carter=-Burgess Coo - ti- IAanaDem9entR- F- d Services 11 l 5 8 G enwood Averua, Suite 300 .. .,..... ........ ..... .... ... .. .. "? Role9h North Carolina 27612 ®KO & ASSOCIATES, P.C. Consulting Engineers M , 1011 S CHAUE DR SUITE #202 RAL EIGH N,C. 27606 O SPECIAL DITCH GRADE (SEE PROFILES) BL-22 SEE DITCH DETAIL C SEE < DITCH GARDE PINC 124"61,40 8L-23 (SEE PROFlLES) -L- STA 129.79.41 - PINC 130-39.97 SEE DITCH DETAIL C I 53.74 LT -L- STA 135.57.86 66.13 LT REM C h I R------------- - 6560' _ h - ' - -___ __ ,. _- ---- -----'--------- - - --- -------- - __ ' W At4 _ 3" E 7* 28'31 N o. " E , Lai T h . , 7 26 25.4 L&I n _ - - - _ -- a" _. g 4-- ..: !r _. IP 0 ,T R M N 'a -. ... :. '. N 842 06.4°E. ' : - REM: ,.. Fy N a.. `V} L 5" s^ R 00. 0 APL h , :., NI4 I :. 12 2GI(D) -? ... 44 N(L N Vi ?{ - - v - - -- -- - --- ------ ---- - - - -- ---- -- o ---- -- iV - -- - ---- -- M o o W ?- ?a 4 Ze ------------ - . --- - 7--77 - -------- ---- - .-- • -- ` ------ ---------------- ------ E a - C - - c • FENC 129'00.00 B !00.00 ._ O 13250.00 100.00 /00 00 0 1 .0950 100,00 - 4$ . .; SPECIAL DITCH GRADE SEE PROFILES •:. LASS "A" RIP RAP NEE 4 N Y ( ) SEE DITCH DETAIL A ST 1 SO D FF _ 45 - SPECIAL D ITCH GRADE ? - (SEE PROFILES) - O SEE DITCH DETAIL D SPECIAL DITCH GRADE .1 a (SEE PROFILES) m m SEE DITCH DETAIL 0 4' RASE TAIL DITCH 230 LF Q 0.12% GRADE - EST 60 CY DDE SEE DITCH DETAIL A ..... ' m m 00 I 13995.00 138.50 . 320,00 1 / 320 ME JJV f Carter-m•Burgess PROJECT RREFERENCE NO. SHEET NO. NOTE: ALL DRIVEWAY -,0 !4 CONNECTIONS ARE 6" ABC -I-1. ;? P,a yam, E 2510 9 NO. UNLESS OTHERWISE NOTED Construction Mo-gement -= Re$, d Smokes P 51 A EE No son cim"ood A...H- suite 300 ROADWAY DESIGN HYDRAULICS Rmei9n, North cororno 27612 ENGINEER ENGINEER /KO & ASSOCIATES, P.C. PRELIMINARY PLANS Consulting Engineers DO NOT use 11o CONMUCTMN 1011 SCHAUB DR., SUITE #202 RALEIGH, N.C. 27606 SEE SHEET 27 FOR -L- PROFILE SEE SHEET 2C FOR DITCH DETAILS ALL DRIVEWAYS ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED Iyp,O \ STA 146+00 BEGIN EXPRESSWAY GUTTER - (SEE PROFILES) SPECIAL DITCH GRADE ,... .. ' (SEE PROFILES) SEE DITCH DETAIL C - 0 h BL-25 BL-24 PINC 141-61.05 L- STA 146+60.76 SPECIAL DITCH GRADE STA 149+75 PINC 136.05.90 SEE PROFILES) ' 76,16 LT END EXPRESSWAY GUTTER HIA 5 SEEAITCH DETAIL U (SEE PROFILES) C BL STA 138.5719 14540.09 6d-49 147-JO,00 55.1,055.8 --d ?£R?AN NC I3A0 aE $RfAN i 1495400 150.25 00 '.._..150.88.00 15100.00 END WW FENCE 13600` ELE!/= 55.8,0 E E W E 8D M N ?G EX R/ P?7 B -26 149'0000 !50.289(, DR. IS11HyJ 136.00 PINC 14 - a 15^ .. E FENCE GRAVE, SA?-- ?,;00 L STA 16278 68 anal 'ate.; 5° 22'44.1?rE E rn., 15130M 17g w BEGIN w,a L= »W x ?R.? RE a E 118.001D 9.97 LT- END-WW FENCE REM T t? 152,60DO Bcww 71 R Q ? E i5^_ F£NC ? J 7J R F W w?1 - gam, 15' ° o I.- G 4T4 ?cN I ?? F7 o - ) O OxAlp (. - y M ,7 x? s d" 2;,, 2G111 ------------------------ c = 62R y a ?- ' - - - ---------- - ----- o o R 144• 1 J looloo C D SPECIAL DTCH . F CHOR GAAD c 147.00.00 148101.73 Y2°.fQ _ C 46°? (SEE PR( FILE51 100.00 It,O.(? F- C 142.93.76 SEE DITCH DETAIL D SPEC IAL-0ffCH GRADY 14888D0 700.00 60'ACCESS 102.12 (SEE IAL DITCH 141 9,30,0D ' 7 !4y 1'04.78 SPECIAL DTCH GRADE BREAK SEE DITCH DETAll6 10227 /Id(A.yE ??C. V 100.00 ISEE PROFILES) SEE DITCH DETAIL B O 148.37.00 ` Q L14990.--.--.73 \ \ ill END WW FENCE ? \-- 2 SPECIAL DITCH GRADE- - - a, _ (SEE PROFILES) 4 CLASS "B" RIP RAP ? DITCH DETAIL 11 EST 3 TONS 52 l51 3000 FENC !526700 Q EST 10 SO YD FF J 10007 POd 0 ? 2' BASE TAIL DITCH i ? AO 161-6000 152-90,00 220 IF 9 0.4% GRADE ,' S3 BEG W'W FENCE 151-76,00 EBB cY D DE WIN FENCE., DE m ]24D0120.00 DO + SEE DITCH DETAIL A m SPECIAL DITCH GRAD (BEE PROFILES) Q -? I SEE DITCH DETAIL D r4?7o:00 305.00 1494 305.00 PIS Ste 14230.80 PI Ste 14549.46 PIS Sto 148.64.75 Bs = 3'00'28.9" A- 16° 10'06.Y IRT! es - -T 00'28.9' Ls =189.00' D - 3' 10'59,2° Ls =189.00' LT 126.02' L - 50795 LT =126,02' O ST 63.02' T = 255b7' ST - 63.02' R =1,800.00 SE - 07 INC = 27' S'EC' SHEET 28 FOR -L-PROFILE PROJECT REFERENCE NO, SHEET NO. SEE SHEET 33 FOR -Y5-PROFILE R-2510A 15 SEE SHEET 2C FOR DITCH DETAILS PW SHEET NO. SEE SHEET 2F FOR INTERSECTION DETAILS ROADWAY DESIGN HYDRAULICS ALL DRIVEWAYS ARE 16' WIDE WITH ENGINEER ENGINEER -Y5- POT Sta.11.55.09 1O' RADII UNLESS OTHERWISE NOTED BEGIN CONS' UCH RRI LTI?IN RY PLANS m xo:IsP ,o, ^a:usTaccann Y5- POT Sta.13.OODO 5?5 BEGIN TO EXISTING) !1.55.09 `/? 0 EX RIW 30.00 0 Carter-Surgess 1245.0 40? - 0 Consu tools n PI°nn n9 En9 neer n9. Ar M1t t 55 C°nslruct on M°,°gemcnt °ntl Re°letl Servcss 5811 Glenw°otl Avenue. Suite 300 3.0000 . c°roro° 27612 F 30.00 - R°iel9M1 N 12-30.00 5 ? 00 0 KO & ASSOCIATES, P.C. Consulting Engineers 1011 SCHAUB DR, SUITE #202 52,00 0 \ m > O O RALEIGH, N.C. 27606 61 13-30.00 C O. SPECIAL DTCH GRADE 42.4s (SEE PROFILES) NOTE: ALL DRIVEWAY END FENCE SEE DITCH DETAIL C ( CONNECTIONS ARE 6` ABC sa m ':R, ?S p 1 1t v UNLESS OTHERWISE NOTED 7d 1 ?. ? 2' BASE DITCH n , -.. EST CU YD DDE - L t 1 14,80A0.-. . ° SEE DITCH DETAIL J L\ T .-- 161,50.001 O. - SPECIAL DTCH GRADE SPECIAL DITCH GRADE R t BEG WW IOSpO B SEE PROF ILES) SEE PROFILES < FENCE & CA BL-Z$ PINC 161+11,66 - SEE DITCH DETAIL C SEE DITCH DETAIL C SPECIAL DITCH GRADE -T7-126 POT 14+16.76 (SEE P""'EiI 164.72,00 o -, SEE DITCH DETAIL C 162'00,00 SPECIAL DITCH GRADE EX R/W -L- STA 166+ ' r 3uuo 00.17 ° pCCES o 2' BASE DIT CH SPECIAL DITCH GRADE 1450.00 t • ?1 ! 49.00 frBDO N 13.70 LT m --- SEE DITCH ?DETAIL c 60 AC 153,85.00 '6REA% EST CU YD DDE SEE PROFILES) 41.45 t1 + !61,50.00 e d0'rL"CESS v 6REA S EX R/W 7 - SEE. DITCH DETAIL 1 SEE_DITCH . DETAIL D 15+01.45 t 6L-27 PNO 154+16.79 5.00 162.33,00 163'13.00 BREAK ?b SPECIAL DITCH GRADE h 108,00 118.00 J. I+ - 55 l5465a0 15557.00 fa`T201J0 EX R/W .q? _,.51?e BY5-54 PDT 1113.18 Eti0 E NCE dEG FENCE ISEE PROFILES) %00 EX RM' 15B R a 1 + L STA 159+05.30 E? 154.1abo BEE DITCH DETAIL D ,96 VD ?24 11 11.5.4 LT E E 6 98.00 16750 I1000'FULL JWE -,75111.00 156•94.00 0 p , E TAPER E 87.44 C?? J 5 E E 15" fi 96 8. W ` - ` E E -?9$"..L`?W 1 -... i _ S_ - E -. _ __..E I `?' v •?.' y ? _ 51 ??_..''_ T WW FfNE E _ W FENCE - -? W ? Z -- _ _ -150.0 _ _ _ _ _ a ? - 7 V1 : r? 48 i - ?2'q l - ' 5H'I• ?S ' d ?-" .. _ 380.0(0 FULL LANE "_ U Z cN EM ?- ?. Em 150-35-15 , REM TAPER - RFM 1? E LLI Vi REM 3.0 0$ -.. ... = _ W 0 1 1 nn_F 1l I rr -._ -- 17, ra1,1r f H /? ?Ia a9 -50 201(0) - ______ 71'/? 11"JI IvCDOT P` -- LO ti _h OL P01?( ?: 2'R C52 A) I!- ' N REM 2GI(B) REM N? N R) ^ 5 d ,d 77 N? - 2018 -__ y 49A Eat, /o FU e TkD IOIIJT? _ T 2 15-,mod 15 - 15 C ?+-, J5500` rAPER _ 164400,00 ale 5 J - F - F G}__7 C_ 00` L -_' ------ ----- - ------ _ - - - Q V TIER ruu LANE COAO - I - --- 484W FENCE R C ??? '/' C JC R 'WW F NCE ?C S ? .. EVE SPREADER. _ 58.73.00' ' sarroo , 14' LONG 100.0(?? ? - - ?? ' 166-06.00 154.53,00 ? l 100,00 100. 0,00 END WW FENCE BEG WW ' 15949200 100!10 `. 60'AC?CI:SS I FENCE 159453.00 ND F NC 161-40,00 •?\ SDI- BREAK SPECIAL DITCH GRADE BV + LEVEL SPREADER ` (? 122.00 BEG WW FENCE SPECIAL DITCH GRADE` SEES DITOCHIL DETAIL S \ 19, LONG \ O SPECIAL DITCH GRADE 159.17 .00 SPECIALPROHLDITCH GRADE SEE SEE DITCH DETAIL 8 (SE E ES EE PROFILES) 121.00 SEE DITCH DETAIL D q - 74 0 - SEE DITCH DETAILS '.. 162'50.00 -L- POT Sta:159+26.94 - 2100 7P n „ i ...10019.29 - ?. _ BZt = 5931,79 STREAM = 313.89 .. " . - FREDERICK RD . • T 2006 590 580 ACT 2026 970 470 - 765 4555 1655 _ *5 460 580 -100 5,025 7?'0 765 9J0'r 100 9420 U5 9 US 4 4&65 120 -?- 705 ) -e,- 5 NOTE. ALL DRIVEWAY SEE SHEET 28 FOR -L- PROFILE CONNECTIONS ARE 6"ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH 10' RAD11 UNLESS OTHERWISE NOTED ?y I - Cartern-Burge C°nsult°nts In M-; g,Engincering,Al.hit"<t- C°nstructi°n 1A°n°q<m<°t -d Relu - Services 5011 CI--. Avenv<, Suite 300 R-igh, North Carolina 27812 eo O KO & ASSOCIATES, I Consulting Engineers C , 1011 SCHAUB DR, SUITE A RALEIGH, N.C.27606 8 NOTE: 75 n x1 Nar asruRe ?? f RAVE SIrE AREA 78 ' SPECIAL DITCH GRADE (SEE PROFILES) , SEE DITCH DETAIL C - SPECIAL DITCH GRADE SPECIAL DITCH GRADE (SEE PROFILES) - - 60'ACCESS (SEE PROFILES( 172.50.00 SEE DITCH DETAIL C BREAK' SEE DITCH DETAIL D 92,OD l1400.lNJ n2w54a 22.00 ENO WW 6'CONC 1JHNE - BL-30 FENCE 175-34.00 PI '.173-17.44 s m BL-29 PINC 167.17.37m E ._. sPECIAL DITCH GRADE' ',5TA 178105.57 EX R 61: 167+60w 167+83.00 BREAK L STA 172+05.70 (SEE PROFILES) X R 15l F? 'SEE DITCH DETAIL f 14.4U; LT 180.-98.00 -E ---- --f--- E- 'E _ E 91 E BEG WW ENC W 95.00 E E E _ -E- -- 1`oa-R-°=?-E - - - - - REM LLJ --- ---- E E A/ I ... - ------------------ REM . _' EM SS R REM REM R W Z ? REM . .. U1 -- - - - ---- -- - -- --- --h ----- - - 4 -° pp W CONTROL f'Olfv- 'Rt w BM N32°17'03.2'EREM REM REM 2GI(D) AYR ,R 33 t5 1515°. ._ s^ 15-N29* 24'28.4'E ts" 15„ .wse9s < S . REM R951 1 8 06-6" GR62F Ay? F. N 30 53 !Ob£ 2G111 t ?CDNTROL POINT , N? 2GIU) < zGgO) N a N D a 2? J i ES CLASS T 5 "B" RIP PAP V '. 17000',`UCL - ?n - -......_... 15; 15" IS" 15" EST 5 TONS 175.00 7APER NL ASPH PAV --T- >n~ > EST 14 SO YD FFJ T __ ___ _ _ ____ -------------------------------- __ _ ___ G ------------- _77 C ?-C- R FENCE C - ---------------------- R\ Q 167+50.00 03+43,00 174+32.0+7 o .. 177+90.00 ' FENCE FENCE SPECIAL DITCH GRADE 03.8200 - a 100100 BEG WW 180+51.00 .00 (SEE PROFILES( 1 lO7,(p e 60 ACCESS 100.00 f1050.00 1743200 S SS SPECIAL DITCH GRADE 105.00 119.00 BREAK (SEE PROFILES) SEE DITCH DETAILS 76 100.00 03-82.00 174+8840 SEE DITCH DETAIL B 12250 O 100700 SPECIAL DITCH GRADE M (SEE PROFILES) SPECIAL DITCH GRADE m SEE DITCH DEFAIL B _..... O (SEE PROFILES) 4' BASE TAIL DITCH - SEE DITCH DETAIL B 120 lF ® 0,0% GRADE EST 150 CY DDE - " O SEE DITCH DETAIL A - - 78 lDE., 74 173+9540 _. ,.. . 82 209.00 17445.00 209.0n 1 84 NOTE: ALL DRIVEWAY SEE SHEET 29 FOR L PROFILE PROJECT REFERENCE NO. SHEET NO. rg - Carter••Bu eSS CONNECTIONS ARE 6° ABC SEE SHEET 2C FOR DITCH DETAILS R 25roA n UNLESS OTHERWISE NOTED ALL DRIVEWAYS ARE 16' WIDE WITH 2o^- - M_ ,"o6d Real a°se RM' SHEET NO. 10' RADII UNLESS OTHERWISE NOTED 581 °°°W° ""°""` 2"° 300 N.- C °roim° ROADWAY DESIGN HYDRAULICS R°roign, z7276Q ENGINEER ENGINEER KO & ASSOCIATES, P.C. PRFLIAIIN RY PLANS Consulting Engineers no rlor oas vn rnre;roa-?ioN 1011 SCHAUB DR., SUITE #202 ?O RALEIGH, N.C. 27606 I ' ; _ 104 m c O?, ? _10.5 O O - - B L732 0.T sPEClu-0lrcH GRADE` PINC 185-190,25.34 DErulc I 14.06 LT L STA 184-11.62 B4.5000 SEE DITCH ESI C STA 190113.37 9s.GO Baacc£s m 6P 161-88.00 I 187.40.00 F, BREAK ACCE5 - m _.. 6.60 LT 88.50. BREAK END WW FENCE 91.00 m - 182.79f10 18 4.51.00 103.00 1 18ASOg0 '.° 1B9'b0A0 N" 193.46!30 181.50.00 m 191•fi5A0 14.96.00 W FENCE END WW FENCE E E`er FE^!CE m BgAO, END WW FENCE WIN FENCE m 9500 -??y gq.? ! BEG W G C R? _ E E E E E _E E E 1+ E? -- -E E _ E BEG WW - = - -. - - =-E'.-E B£ S' _-> A 48"WW FENCE ____--- _- _ ___ -__ ___-. __ ASPH. DRWE W " - - -... i W ;. 5 -__'__:? .. REM REM 6"CONC DRIVE __3 __ W v RE RE L/) EM REM 4- AL W --- of W ~ " _. REM o ... IF- . REM ; N 30' 10' 34.1' E REM REM N_31* 15 21.0" E Q _ .6. a ,. 15" 15". IS 15" 15" sl 1GI D N 30' 53' I05' E -L REM N 0??1 .31 37' 94 Fr T h Nh Zv 2GND) 58 ... 59 2GI)tl) ?- _. _.. _ _ u, -- --- -- J- _ _ _ _ ...- . ..? ?;.. r LEVEL SPREADER W ° h 12' LONG J ------------------------------------------ tl n' - - Z - ---- --- - - - ----------------- ------- 'r C ----' - 98'WV1 FENCE G 48"WPJ FENCE ----------- - FENC 84.44 185 6.00 193.50A0 r 10!•41A0 m BaACCESS I? 10253 ?, 4 . !06:00 ?' !00.00 10040 BREAK '?'^ 184'21 B l 1 m' 6a ACCESS .. 116.00 . G1A55 B' RIP RAP BREAK SPECIAL DITCH GRADE SPECIAL DITCH GRADE `-- T 5 TONS 101 i (SEE PROFILES) (SEE PROLES) 95 EST 14 SQ ID FF 186.00.00 SEE DITCH DETAIL B SEE DtiCH DETAII B 184,4750 100.00 IB3 143.00 184.91.00 0 10000 105.21 - 87 f 4' BASE TAI0L DITCH _ _ . / 50 LF Q .98% GRADE. " BID CV DDE S - --- DITCH DETAIL A - SPECIAL DITCH GRADE - - - - (SEE PROFILES) -- SEE DITCH DETAIL B ' BE = 13192.36 ' SZ2 6815.35 STREAM = 680.19 j? NOTE: ALL DRIVEWAY SEE SHEET 29 FOR -L- PROFILE CONNECTIONS ARE 6" ABC SEE SHEET 33 FOR -Y6- PROFILE UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS SEE SHEET 2F FOR INTERSECTION DETAILS ALL DRIVEWAYS ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED 'JQ5 vow Pla N n 0 N N 13L00??? 60ACCE BL-33 aREA BL-34 PINC 198+18.78 - N 1 2+09.9 6aA?C£SS h SPECIAL DTCH GRADE `v' MI L STA 19698.00 BY6 55 POT 5.00.00 sEE PROFILESI o` dI 195'SD:Hi 9.65 LT I m sEE DITCH DETAIL C 204.08.89 95.00 202.3411 203.00.00 97.00 WP/ F ENE 130.00 204°30.00 X JV E C.' 19 'OO.pO 20200.00 E R/W E -E -94.00 EX R/w alb - _ _ 200,50.00 CSSta. 2018042 E 96,00 _ V7 ? _-_JS r---?-,.? ? C E--------?---E----'--?-E 41 -- C- SPECIAL DITCH GRADE ISEE PROFILES) O ?, y SEE DITCH DETAIL C 206.50.00 0l n 87.00 Z 6 E -, - 100'fU C E LiNNE 35,dTLYCR .?--- ? ?s _ _? - e = IQ --- Rtnl c?ra HoL ? ? N 1'? 15:3' N 26° 40'17.9" E a1_ o - 2GI 15" Jul T ° fi. 2GIIDJ 2GIJD1 fi3A 14' J - _ 15, 15, ° 62 -? - -_-_ - rrl --- --------- FENC t'D -- 48' 01 r.--- ------- -------- J4 GOO _ - 27a ? -_ v o• ? --- - - C lo? Ts rrP _; bT .J - A STA 200+00 62?- SPECIAL DRCH GAADF BEGIN EXPRESSWAY SEE ? ( PRO ILESI GU ER 7C FUll Ia9E?.. - -- I , R F --___-_ ?-.-??, ?-•.._.-_--_--._..__7/5 fN fH LO ?.Lj?(' SEE DITCH OETAILD 79129:76 `---___ s ? - C ,I Ja • \?,. GLASS °B° RIP FAP SPECIAL DITCH GRADE t TONS (SEE PROFLES) gl1o396; o _ _-- - _ _ ____ - -- + `? I EST 10 SQ YD FF SEE DITCH DETAIL B b t 1 ° 99'18.76 cuss "8° WP RA A PC t¢ !0 9 ?8 20h80.00 EST 2 TONS t q1. 60'ACC£SS 115.00 12-00.00 200'50.1 118.00 EST 7 SR YD FF t 45,00 1' &15E DITCH eR - SPECIAL DITCH GRADE 10.00 ?? 01 Ot• t' 185 O TCH DE SPECIAL DITCH GRADE (SEE PROHIFSI ` (SEE IPROFILES) (SEE PROFILES) SEE DITCH DETAIL B STA 203+00 SEE DITCH DETAIL J SEE DITCH DETAIL B END EXPRESSWAY t m O GLITTER BY6-56 PINC 719.39 202.9700 -Y6-STA 12*1798 roBao 11 1996RT -L- POS Sta. 203+5676 = t ' 1? 13.00.00 Fur- ta. 36.00 ' --- SPECIAL DITCH GRADE ' (SEE PROFILES) - 1 v ti EX R/W EE PITCH DETAIL B 1 BEG 0'W f250.OP t FENCE & CA 60.00 ; C_;. 13'OOAo ? GOo EX R/W 13'00,00 • -3y, h? 41.00 ENO WNVL4 QA FENCE & CA B,,F 5,045 8,021 _ 5,025 _5 5010 8,420 '( 155 8`-S? US 17 us n 5p25 8; IW ?\ 75 _gQ ` 420 1 00 ,J 175 50 B,52J 5m5 8.7o z0 so 2006 ADi 2026 75 205 HARUI 75 205 NO -Y6- POT Sta. 13-50.00 O? Q END CON R CTION (TIE TO EXISTING) I e 0' Pls Sto 198.5577 es • 3°00' 289" L P1 Sto 200'49.67 A- B' 19' I0.0" (LT) Pts Sto 202*43.14 9s - 3* 00' 289" -Y6- Pt Sto 1324.30 A= 4526 44.7 (LT) Ls ,189.00' D • 3'!0' 592' Ls -189.00' 0 = IP 4P 34.9" LT =126DZ L • 26136 LT • 126.02' L - 42287' ST - 63.02' T • 13091' ST - 63.02' T - 225.61' R • 180000 R - 490.00' SE 07 SE - 08 INC 27' INC > 18 NOTE: ALL DRIVEWAY SEE SHEET 30 FOR -L- PROFILE CONNECTIONS ARE 6°ABC SEE SHEET 2C FOR DITCH DETAILS UNLESS OTHERWISE NOTED ALL DRIVEWAYS' ARE 16' WIDE WITH 10' RADII UNLESS OTHERWISE NOTED 3,q5 KO & Cons h1w 1011 scil RA, N O BL-35 6 PINC 204.13.04 PINC 210.01.48 -L- STA 20902.25 -L- STA 214«90.69 2080' RT 3.17 LT 5'54A0 SPECALPROFIE DTCH GRADE 135A0 (SELES) - SEE DITCH DETAIL C BL-37 PINC 216-05.71 ?I 213.50.00 935042 2!sosza -L- STA 220+94.83 103.00 „m,A \ T9Fa-oo 13.96 LT -RIWv 8888.00 .00 9500 E -E EN -RAW EX R W 00 E s E E -E E E E E E E E _ s __ 40 WW FENCE --- --- -- - 41 ` - _ A -? - 46"WW FENCE W w /00, Sl'F7 - _. FUJ_ L1N? v d REM nr wiE h a ? 80 0..60 =J=LANE 15.06 67 N 3QL nT 5R a -- - - _ 4- ,.-- - tGIIDI IS" 2Gq I 5X'R ? I5^ O = cs N 16° 53.1" y ?.. 2GI(D) N N 1633'0?-7'E a 2a s R L N 6B ........ .-. 4N _. d 4 _- -. __.. SGRp CONTROL POINT 2GI(D) - ----------- rl N a ' 7? P1 ry tA rl o-- --- ..._..- --- ' -- ---- - - 9a '- - - ---- Il5'TMFR 2 ____ __ ______ ___,\ 100' y _- y A?--__ 1 Al E r _ .______ ------------------------- -------------- ---- f 952-w FENC 48'WW FENCE 209.50.00 SPECIAL DITCH GRADE CLASS 'B" RIP RAP 215.68A0 - 100.00 (SEE PROFIIESJ EST 9 TONS SPECAL DITCH GRADE SEE DITCH DETAIL 8 EST 10 SQ YD FF 100.(X1 216.93.00 ($EE PROFILES) 216.35.00 IC000CLASS "B" RIP RAP SEE DITCH DETAIL D 213.43.00 l2lAO - EST 1 TONS 102.00 0 EST 5 SO YD FF a n` J NOTE: ALL DfI1vCJVW Stec S;ELI w Si', 440"rk - Irr Y , _ 251UA _...._ CONNECTIONS ARE 6' ABC SEE SHEET 34 FOR -DET2- PROFILE , , ° „ q E q Ng N Ml c- `F UNLESS OTHERWISE NOTED SEE SHEET 2C FOR DITCH DETAILS 58 11 Gl,?,o,d A a9ue °Suit, 300 °` $eNrc" D BEET NO. ALL DRIVEWAYS ARE 16' WIDE WITH RNiigh. North C-lina 27612 R?ENGIN R DESIGN HYDRAULICS a lORADIIUNLESS OTHERWISE NOTED KO f0' ASSOCIATES, P.C. -- PRELIMINARY PLANS \ Consulting Engineers m N. USP. 1*011 [tl.N'MUVTIoN I I 1011 SCHAUE DR, SUITE #202 RALEIGH, N.C.27606 i I rc r I ri a I a I e I o h 1 N ` - NP ... „ i i ' N N i °'s TIP N3 -- r> 1• 1°'. I_. ?I_ ..? 1 ?. .. Il6 I - -' -' \• \ ED lF OF CHANNEL IMPROVFMEMS 2267283 •\ EST CU YD DDE EX R/W L- v i 232'9314 109 SEE ourLEr DETAIL G 226.50.1 PING 222+20.46 15(.00 ) BL 39 q (EX - I. cl 62 \ '?•. jb? SPECIAL DITCH GRADE 161.00 "L' ST,A 227+09.58 U No; c 232-32.69 o BEG WW INC 2 8+?45 22 (SEE PROFILES) END 15.50 LT ??r?aw) FENCE & ca L STA 233-31.30 SEE DITCH DETAIL C FENCE 22.63285 a SPECIAL GRADE ! EA 2S TONS IZ WIDE 8' ? 226.50.00 CA ¢EG FEGRAVEL DRIVE (SEECPROHLECS GRADE I.. END WW F Iti 77.07 LT 2323289 122.00 (SEE PROP) FlE S) S} IlOAO ESTLO SL2 YD FF 130-0 ATq SEE DITCH '. DETAIL 223'9800 & CA SEE DITCH D) e. SPECUL,bITCH GRADE FENCE & CA ?• 232'9316 117.00 09 `. r2l !EX RIW) !EX R/W1 SEE. PROFILESI 232 9. r 1 '1-0 8000 ( .980 22 EX R/W I 223.5600 223 " 120.00 \". 120-0 226'30.00 22287 ` SEE BITCH DETAIL C 233-53.00 7.3 9700 110.1 I &24'80.00 IIIDO EX RIW 231 50.G0 24' 239'50.00 1 i 'e 110.00 228.0000 228.95.00 .230.1800 98.00 10D.00 97.00 22"79.1 !4fi ENO WN FENCE { 8EG WW FENCE 1- OR END WW FENCE 82230,00 R •>_ " BEG R 99-0 , E 4 G E E-'--E N E F'NC E E 6 -.-_-c? - W #TSIe n W E 5" - I8, _ 1 C _-? H 18, B" 2z2.75oD BZ T f - dg ?22r65 R ?` `RF `- nom'- - c - sDa.4123 51'28..0" EREM ?Iz W RFM R 5 • - _ II W? 41 BEC wW fENCf \ REM .GO W FM O IF D TO FENCE WIN r ?? FX R/W 4- yj N Q ---- - - _ E 4- ?i REM Q __? - ?n 7 M?010 COHC •.i h N 16° 24'275 E 2c+ ?d ~N 1533'02TE s" s. D Y ?7 N 1GIDREM:. --- N Nq N Y.I PROP.20 8'x T. RCBC 2G110f N Q 2GI181 J'QL - - - - -- _...-- - - - ---- g .......... -- -- a s DET v ? -.0 I TIE TO W/W FRAM '. ? ° 2 fOd - -. .350' TAPER 1 " F 2 !O0' ----- - - -- -- ---------- a_ Z .? TAPER ?--->,FU L IS" MD.10 PR ----------- N S T7 i LaVf - G C fND F NCE F--N "-D"- -- ,_______________ _ - G F C ___ _ -- ---- TIE TO WIN, LEVEL SPREADER R _ C Q Q 48* W# T • ' : (l , 16'LONG FENCE \ 22!•50-0 10751 / lp a ,1 225'33.00 a ?E' • ' '- 233.84-0 I0. _. IR 708.002.00 224'25 W '7 m P4-90e30 107.00 0 60'ACCESS 100,00 CLASS'B' RIP RAP IL 201,,..,• Alf ?I SPECIAL DITCH GRADE o •,1 227.15-0 - - 233'84-0 _ EST 2 TONS N nl Ib07i (SEE PROFILES) SPECIAL DITCH GRADE 120-0. 1 f EST T SO YD FF v PREFORMED - SE! / PD 224-90.00 SEE DITCH DETAIL D (SEE PR >7q 60'ALCESS 'u li l OFILES) 2341.00 SCOUR HOLE SEE DITCH DETAIL D 100.00 1 ^- by S DETAIL I 1401 N BREAK E SPECIAL DITCH GRADE )SEE PROFILES) rLU65 "B' RIP RAP J/ CC EST 1 TONS 5 LF OF CHANNEL SEE DITCH DETAIL B IIO ' EST 5 SO YD FF i 60' W' n IMPROVEMENTS 1 pp? i B IQ7 "' )0¢ , 11 WCL "I" 0.1" RAP ` 1 r `ii 4,' '.v. O M N PREFORMED BE ILTER FABRIC EST !ati TONS SCOUR HOLE ?- ? x O SEE DETAIL 1 _ ` EST SO FF EST CU YD DDE ..__... _.. ... ' t I OUTLET DETAIL H O d ! "' (nN SPECIAL DITCH GRADE (SEE PROFILES) •i ; ? y SEE DITCH DETAIL 8 lODITCH GRADE - -I 74 .. _ `` OLESJ BZ1 - 15STR 0 DITCH DETAIL B mEAM 8,608.98 1 + O =2303- J M ?., O U -DET2- PI Sta 13.00.78 PI Sto 17'68.80 A= 8' 35' 43.7' (LT) A ° 8.35' 43.7 (RT) D • 446'28.7' D • 446' 287 L • 180DZ L =180-2' T • an IR, T , onJB' R • 1200.00' R -1200.00' SE • 08 SE • 08 INC - 27' INC - 2T a SEE SHEET 3I FOR -L- PROFILE PROTECT REFERENCE N0. SHEET NO. SEE SHEET 34 FOR -DET2- PROFILE R-2510A 21 SEE SHEET 2C FOR DITCH DETAILS RW SHEET NO, ALL DRIVEWAYS ARE 16' WIDE WITH ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 10' RADII UNLESS OTHERWISE NOTED H?1b E1 iN., Ry MANS nn ?? !JO ?(Y' II,N, i0 !Yrt;;?l'N.I?C510i1 Carters=Burgess C°na°R°n is in P-° ;°g, Engi q, A-W-t. re, Canslructicn Management and Rel°fed Services 5all G1--d A--. Suite 300 R.Wg , N°rth 0-11 ° 27- ,KO & ASSOCIATES, P.C. Consulting Engineers 1011 SCHAUB DR, SUITE #202 RALEIGH, N.C. 27606 NOTE: ALL DRIVEWAY ARE 60ABC SE OED N UNLESSTOTHERW rR e END TIP PROJECT R-2510A -L- OT 41+ .00 END PARTIAL CONTROL OF ACCESS SPECIAL DITCH GRADE ISEE PI LES) SEE DITCH DETAIL C O PINC 234+23.24 240-78.00 N ; plc £? N L STA 239+04.62 sD ACCESS Rigg Ex R w BL 41 PINC 239+92.71- H g h 235.50D0 ? BY7 58 POT 5+00 .00 , RgEN( 3.56 LT" BREAK Y 2415850 HL Sld 7A,1rLg,, LU , 105.x0 N 236.60.00 2?oox,o0 g L STA 244-69.67 LLVE E Z E E 96.00 96'00 " EX RW 74.41 LT E E E C .o END WW 40.94 y E E E C E E FENCE 4WW W FENCE P EM N 9° 24'.11.4" .E , M - -- - 4- -=- N N 20° 51-14.7" E ° L M 33'02,r E, ?R LL _--" -D ' -2165.09 z 6 TANPELP. M V v q < ?_ SPECIAL DITCH GRADE RZ2 -1383.82 h 7 TAPER INSUr LANE F13OU 12 FT AT IP<10n0 _ J _T--- (SEE PROFILES) < _ - TOE liF 185bb5 SEE DITCH DETAIL 8 C _ 23591,29 SPECIAL DITCH GRADE ?.035' J P'?65' 00.00 100.00 ISEE PROFILES) SEE DITCH DE DITCH DETAIL B !18 ", ? R 29387,40 - +ro 160.86 END WW 0 N FENCE 110 ?,,. ,: _ USF?UR + s N n. of -DET2- P1 Sto 13+00.78 P! Sto 17+68SO 0 A- 635 43.7 (LT) A- 8'35 43.7 (RT) D ° 44628.7' D -,f 4628.7' h L ° 180,)2' L =180DZ co T = 90.18' T - 90.18' R ^ 1,200.00' R 1,200.00 SE - 08 SE - 08 INC - 27' INC ° 27' ? " - PROJECT REFERENCE NO. SHEET NO. R-2510A 22 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .:. ' PRELt?i3N Do NW 058 M RY PLANS CCa'11'RUC"1011, Carter-- Burgess Cc— c a o a `log. i°o d` R,1, a`s°e": Semen 5 811 Gl--d Avenue, S.R. 300 Role gh Nor+h Carolina 27612 70 IRO & ASSOCIATES, P.C. Consulting Engineers r - ___ _ ___ __. _ ___ - _ SC UB ?x so rrE zo2 1611 60 _r _ _ _ _ _ _ d----_ - - - - ° ° __ _ --__--_ ® M 606 RAI.EIGN, N.C.2! EXIST GRWND L 50 50 CIL EXIST PVMT 40 _ 40 .3p 30 20 20 _ 10 10. , . 1( SELL SHEET 5 FOR _L_. PLAN PROJECT REFERENCE NO. SHEET NO. R 2510A 23 . ROADWAY DESIGN HYDRAULICS i - ENGINEER ENGINEER 1°R?LIi 1N €dY PLANS ' .. , I10 Y:Y: ?\V: FO l':, 4'.vTltl'('^1J\ Carter Burgess Pt. 2912500 Pl -34-00.00 o s .11-19 Flcndny E men 9 A, h,• r .•. EL 62.411 E( • 64.10 sen oi< wooa.n <° a swig e o ctea s... <•s VC 200' VC ° 55U PROP. GRADE -L „,n N-th C- Ii- 27512 K -358 K = 975 70, N ®KO & ASSOCIATES, P.C. (10.3519 (102000% H035797 -% ()02065/ Consulting Engineers - - --- - - - - - - - - - - - - - - - - S UB 60 ..... -0]060/ lMEl1 - 03103/ .m 10 11 RALEIGH, DR., SUITE # ?Z _ _ T, MEDI ozsrsr rcn _ f' 1'1 ._ .... ?.. _ 03107Y lMEO) N.C. 27606 ??? ?D3 Rk -a.-.?..rcy ?•/` .m-_ "_a?.. sic rs5s ... e.7 :-s.e ..04559,({RTl R __ -.. 5 ` ,«.,nr i U6R27rpr, -___° i? SEE SHEET '.7 FOR 'C_ PL/. PROJECT REFERENCE NO. SHEET NO. R-2510A 24 ROADWAY DESIGN HYDRAULICS r ENGINEER ENGINEER PRELIMIN RY PLANS - nn nar u,.v ro .. Ncruurnon Carter Burgess o.et -ti - Mai°o? ,, oa,'-d Robc a se° oe;` we 5811 Gle -d Avenue, Suite 300 Rale°h North Carona 27612 SEESHEET 9 FOR _L_-PLAN PROJECT REFERENCE NO. SHEET NO. R-2510A 25 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRRlIMINT RY PLANS DO NOT 1199 M VC, MI C ION Carter-u6urgess t, m MPl-ime g E-i..r'(p dtec\ure genl d Re ale d eServlcee 5811 Cle-ld Avenue, Suite 300 R.Wa 1, NOrtM1 C-li- 2]812 II Rn Tn A.C.MrIATR.C Pr 4 4 70, PROP.GRADE -L- 60 (-)0.8983% -- - - - - - - - - - - - - - - - - - - - - - - - - - - i ? ° EXIST GROUND -L- $ V h N u t , 40 w 2 w CIL EXIST PVMT _ 30. 20, 1251 130 131 132 133 134 70 Pl-:1420000 EL , 5693' VC, 190' K - 240 B . 6® .., a ? e (-)0.47927 710.3113% e' w f 0 PIPE HYDRAULIC DATA PIPE HYDRAULIC D 30' RCP @ STA. 155.45 24q RCP e STA 16235 DRAINAGE AREA - 54.95 AC DRAINAGE AREA = DESIGN FREQUENCY a 50 YR5 DESIGN FREQUENCY DESIGN DISCHARGE • 17DO CFS DESIGN DISCHARGE - DESIGN HW ELEVATION • 46.55 FT DESIGN HW ELEVATION 100 YEAR DISCHARGE 2100 CFS 100 YEAR DISCHARGE ° 100 YEAR HbY ELEVATION °4658 Fl 100 YEAR HW ELEVATION - OVERTOPPING FREQUENCY • 500' YRS OVERTOPPING FREQUENCY - OVERTOPPING DISCHARGE 57 CFS OVERTOPPING DISCHARGE OVERTOPPING ELEVATION ` 5026 FT OVERTOPPING ELEVATION - 70. ° PI.156,25D0 l °w ' ° s PI.161*00.00 °wI EL • 50.10 _ ° ° EL ° 5125' 60 e 8 o K=?2 8 C h f: PROP. GRADE $ c •.556 .. " e . K •1173 N r h ? ` " PROP, 30-RCP 4 W... : 4 W .. y am W AI A SEE, SHEET 15 FOR -L- PLAN - PROJECT REFERENCE N0. SN R-2510A _ ROADWAY DESIGN HYDRAUL 1IBO AC ENGINEER ENGINE 50 YRS " 810 CFS - Pi8?L7RdIN R`T PL-A- 45-90 UO \OT 1,91 CD 4'0'ffRU 0t 9.80 CFS 4619 FT 500, YRS 30 CFS 5086 FT - Carter. Consvllonts in Plonniny Eng near ng Nchtecw, 5.811 11 cl'gn Monggement gntl Relale0 Rerv, ces 5o N-h A.e . Some 300 ' Raleg h, NorIM1 CaroIm a 27612 ®KO & ASSOCIATES, P.C. Consulting Engineers ® 1011 SCHAVB DR.,SU°TE #202 RALEIGH, N.C. 27606 (-)/),f7(20 °, 1.102421% (-X122677 P,?oP.24 RCP 50 - . c -s == ,?? (MEDI ?• •?'? -----. + - Ib36p?WED) -," --. -029037 lM£Dl. _ysuRO? - _ ?_ ______ ,___--_ _.,. 03m?roim D • - os2s9z rxEm '.' - 07675L 26200': an - - ` °______ oaomzran _ _ ..-. 77x7 " ?i I °°. .- J - 24000/, !CT 71471.' 14T1 ,. °- " ? W J h J ° • IRT - _ 40 $ P 8 ? $ S N - -? c? g h o ?. . a p ?,. N m P a. W p. .SIN ? h ? ? 4 W 4 W 4 4W W < l lo ; b V ,lp 4I4. ?'? WW .. .. -41%W aW a'W 4IiW .441 44 20 , BENCHMARK ° 6 EL • 5514' USCGS MONUMENT D 26 598.45 LT OF -BL- STA 151,4791 10 609.31' LT OF -L- STA 156,34.02 153 154 155 156 157 158 159 160 161 162 P7.168,5090 PI • 174*00D0 60 EL° 49,55' .... EL =46.75 _' . _ . . VC ° 200 K • 708 PROP. GRADE. -L- VC ' 200' K • 233 50 4-1 o22s7?. (m5osrl PROP e? - - ?•+?- rr -_ (-X1509!% M0.35007 '??:f IN DI msa. mneR -0-30007 IRTI --- - - -- - -- 4 0 ° 41 ---------- nm.... -----.- •.----t: ? -P3C007 1L71 F. °. - - ...? 1 2762B/!R7) 1 P 3DgBA61R13 ? ?1T1 ?-:.I/ f TI .r '. . F 8 ? ? $ EXIST GROUN a ° ? 2t ? $ e p Y 8 CIL EXIST P6 3a 4 W a ? W R „ $ 4 ? ? p a 4, o g, p N a w a . . W , a w __ 2a . .. . 1Q_ ......................................... 167 168 169 . ................ 170 171 172 173 174 175 176 ?.7114Y. (Rfl -. w $ EXIST GROUND -L- 8 $ h , o µ G 8 N CIL EXIST FVMT d ?T 7 0. y . ... ,..... ... 163 164 165 166 167 SEE SHEET 16 FOR -L- PLAN PI.17'WO'OO EL • 49;50 . VC • tea K!- 257 - (.)0,3500/x.()04286/. _ - -141601 rr? `•- - --- -_-- L 8 l? c ?? w O ro N c hW' 177 178 179 180 181 t PIPE HYDRAULIC DATA SEE SHEET 17 FOR PLAN 24° RCP a STA 18582 DRAINAGE AREA = 29.60 AC DESIGN FREQUENCY . 50 BPS DESIGN DISCHARGE 1400 CFS DESIGN HW ELEVATION - 4301 FT 100 YEAR DISCHARGE - 1700 CFS 100 YEAR HW ELEVATION a 43.31 FT OVERTOPPING FREQUENCY ° 5001 KRS OVERTOPPING DISCHARGE ° 28 !,FS OVERTOPPING ELEVATION ° 45.72 rT PROJECT REFERENCE NO. SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER KEL7NIIN RY PLAN UD n0'c' U6€ FO COMITRUCMN Carterngurgess Consultants In Planning Engneer ng Mchit-ct re Cons tracloa Management and Related Serv ee 5811Cenw11d Avenue, Suite 300 I 4, i • y: SEE SHEET 2I :FOR 'O- PLAN PROJECT REFERENCE NO. SHEET NO. R-2510A 31 . ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ilR?? i RIN R'Y PLANS - axoi usE 'a CONSRUCI ON 7a _ Carter-, Burgess co 1-1- inoagem°= R.1.t d Serw`- 5 B1I Glenwood Avnue Suite 300 ' - RNa 9'^ North CoroLno 21612 60 _ END GRADE ®KO & ASSOCIATES, P.C. I=241-15.00 ELEV = 33.97 Consulting Engineers PI != 237.25.00 (INCLUDES T OF RESURFACING) ® toll sCiLt UB DR., SUtrB #202 50 EL ° 38.55' "END CONSTRUCTION RALE(GF/ NC .27606 VC = 370' PL, 41 65.00 K'=153; PRLIP,GRAOE 1 ELEV -33.38' 40. FEATHER TO 40.,. f,)1.24717 (-111745% MATC EXI IN . 30 -- JPx __-------------------- ___.__ -_------ .?..e ??., 371 ® m ..a^? Pr z?17s. s° gA / 30 _. . ? 3 ? wrz er ze6o> x o o Q EXIST GROUND -L- I 2®_ ' ad N ? o $ C/L EXIST Pykff / 20.__. M w ? BENCHMARK 9 EL - 4x94' RR SPIKE IN 4Z OAK 81,86 LT OF -BL- STA 2409J5 .. 0 235 236 237 238 239 240 241 242 243 244 245 246 247 SEE SHEET 15 FOR "L- PLAN SEE: SHEET 18 FOR -L- PLAN PROJECT REFERENCE No. SHEET No. : _. .:. R-2510A 33 ': ..... ,. , . . ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER PRELIMINA 00 NOT UIP. F0. RY PLANS MMITH(WTION i • a, Carter Burgess n g.Envutmq ??h1•«°, END GRADE Cen.Wt-n U Fl-i STTAIS'8489 Y5 ° c. >v ton uonae•m.nt a R°°a se. <•: Jf JnJV1I7 G -IL- LC 5811 G1 No .-i 27 d A—- .R 1 JI A.l Pr (` , ?LI T R,1,Glenwood 61300 TO EL ^ 50.45', BEGIN 5( CT ION STAl3.00.00 Y5 EL ° 51.62 BEGIN GRADE BEGIN GRADE KO & ASSOCIATES, P.C, Consulting Engineers 1011 SCHAUB DR., SUITE #202 46, RALEIGH, N.C. 27606 EL - 51.550D09 Y5 STA 10.47J3 -Y6- ° END -Y6- GRADE A 203.59 32 -L- EO ,(47.00' RTl STA./J+00.00 EL X EL - 43.25' FEATHER TO (IN6LUD(S 25"OF RESURFACING) EL ° 4582 (INCLUDES 25'OF RESURFACING) " 60 60 60 60 J. = _ --- --- - 40 a 8 R EXIST GROUND J 4 ? ------_ - 40 40, - - (,T, 40 --° $ N N .30= mr) , a. w ? a . a w J EXIST GROUND 30 30 30 ? ? = a N _30. aW aW aW 10 . , 11 12 13 1.4 15 16 10 11 12 13 14 15 SEE' SHEET 4 & 5 FOR -L PLAN 50.. 1 -°- -- -- -030007 an 12/757. (-)020007 MAC PI.12.50.00 6 CONSTRUCTION PROP.GRADE -Y5 EL 4335' STA 13 50DO VC , IOO' EL ° 43,03' -- ---- -----°- (-10.4844% (•)23828% K 98 50 -- --- --- 50 50 FEATHER 70 - FROP.GRADE -Y6- MATCH EXISTING _70__ K =578 PROP, GRADE -DETI 466 70 .. (-)02150% (-)02000% 60 - - - - - - - 60 U, 50 EXIST GROUND _/ 50 40 40 30 _ 30 10 11 12 13 14 15 16 17 18 Y r f 14 SEE SHEET 20 8 21 FOR'-L- PLAN PROJECT REFERENCE NO. SHEET NO. R-2510A, 34 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER .. ....? : PRRL??3?N no \'D'i J¢f! c0 RY PLANS t»n,il kUC;104 Cartern Burgess ET2 D ComiE?gi montion Man 9-4m t -Pei, d S-)... R,Wghe N-h Ca Im. 21612500 11 - KO & ASSOCIATES, P.C. END GRADE ST -DEF A18* 56B5 Consulting Engineers ELEV • 3456' 1011 SCHA UB DR., SUITE #202 , P1=-15*50A0 (MCLUDES.3`OF.RESURFACING) . RALEIGH,N.C.27606 EL ° 36B2 VC - 280' PROP GRADE -DET2 . K > 151 ! DJ261% f 10,7306% 30 EXIST GROUND .. 20 __. 10, 0. . 15 16 17 18 V