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Home My WebLink About20191250 Ver 1_09_Elliott Road Plan Sheets_20190919U C N a a a a 0 Y 0 0 3 0 0 0 Q a i T E Y 0 T) U 0 0 s O N 0 0 3 3 c N 6 U a 0 N O N a O E ry c 0 a 0 Q a 3 U 0 U a N 0 Q a U Q 0 0 C U i 0 E L 0 0 a a 0 C O U 3 0 E 0 END PROJECT BEGIN PROJECT BEGIN PROJECT I I ES 5t° - FRIG �— BEGIN PROJECT Wiao# DR. olLLo QR° 4 �I VICINITY MAP END PROJECT NOT TO SCALE BEGIN PROJECT BEGIN CONSTRUCTION -L - POC Sta.13+44.00 INDEX OF SHEETS ELLIOTT ROAD EXTENSION M W Q 0 LOCATION: ELLIOTT ROAD FROM APPROX. 650' WEST OF FORDHAM BOULEVARD — Ld CY) 1h 00 TO EPHESUS CHURCH ROAD; FORDHAM BOULEVARD FROM APPROX. 400'SOUTH OF I o a ELLIOTT ROAD TO APPROX. 430' NORTH OF ELLIOTT ROAD END PROJECT END CONSTRUCTION -Yl - POT Sta. l8 +16.00 4 j-1I �►�- E—TO E FRANKLIN SHEET NO. DESCRIPTION 1 TITLE SHEET 1A PROJECT NOTES 1B CONVENTIONAL SYMBOLS 2 THRU 2C TYPICAL SECTIONS 2D DRAINAGE DETAILS 4 THRU 6 PLAN SHEETS 7 THRU 10 PROFILES GEO-1 GEOMETRY SHEETS TMP-1 THRU TMP-13 TRAFFIC MANAGEMENT PLAN SGN-1 THRU SGN-6 SIGNING PLAN PMP-1 THRU PMP-6 PAVEMENT MARKING PLAN EC-1 THRU EC-3 EROSION CONTROL PLAN X-1 THRU X-17 ROADWAY CROSS SECTIONS C01-1 THRU C01-8 CONCRETE BOX CULVERT PLANS CO2-1 THRU CO2-3 STEEL PIPE CULVERT PLANS 6 ELLIOTT RD. 01 BEGIN PROJECT BEGIN CO ST RUCT l0 , ' , " �� -Yl - POT Sta.11 +56.0Cf / 0 BEGIN PROJECT BEGIN CO ST RUCT 10 -Yl - POT Sta. 9 +23.00 END PROJECT END CO ST RUCT l0 -Y2 - POC Sta. 35 +28.69 5 j i APAR47NT DR. h ra OR END PROJECT END CO ST RUCT l0 -Y2- POC Sto. 20+21.55 170% RIGHT OF WAY PLANS BEFORE YOU DIG STOP CALL 1 800 632-4949 N.C. ONE -CALL CENTER/ This document, together with the concepts and designs presented herein, as an without written authorization and adaption by Kimley— Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. for which it was prepared. Reuse of and improper reliance on this document instrument of service, is intended only for the specific purpose and client. GRAPHIC SCALE 20 0 40 PLANS 20 0 40 PROFILE (HORIZONTAL) 5 0 10 PROFILE (VERTICAL) 0 Z c U Z 9 U p Z �H�rr rS 9 Z Z m U o rn O U U 3o o �O� W � U m 52 a_ o00 Q m m Q O N o Z Z o y _ 00 L.J _j U 3: U Y Q U) Q W U ILL]U) 0 0 U I— W W C/) W J Ua_ Z ZJ 0 J 0 Q Z o O 0 � J V! °W ILL �Z�Q F_W<= 0��0 X a LL 0 J W J W Z= J W 0� Q U SHEET NUMBER 1 11■ GENERAL NOTES- 2018 SPECIFICATIONS w Q 0 GRADING AND SURFACING OR RESURFACING AND WIDENING - CLEARING - THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT I I o ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A I I cn cn PROPER TIE-INoLd CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD Ill. SUPERELEVATION- 0 Z ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. �� N SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL z SECTIONS. O Z cn Q W 2 ry SHOULDER CONSTRUCTION- � 0 o ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF Q O O SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 N ^ Q 00 0 D�� V) w cn SIDE ROADS- 0 � °' �_? W Z Y J THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE w �' z SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. Y Q THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED. � O N ■ w DRIVEWAYS- 0 0 DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 M USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER° STREET TURNOUT- F 0 �® STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING THE RADII NOTED ON PLANS.z UTILITIES- UTILITY OWNERS ON THIS PROJECT ARE- w o 0 N Z m O m v O � Ln W CN ~ \ m } WATER AND SEWER- ORANGE WATER AND SEWER AUTHORITY �_ o o m o ATTN. NICK PARKER = 00 � ui 0 � PHONE- (919) 537-4201 Y a V) w 0 a 0 w U TELEPHONE- AT&T ATTN. BILLY GRINER PHONE- (919) 788-2752 U) W CABLE- TIME WARNER CABLE ATTN- GEORGE STOTLER PHONE- (919) 573-7667 0 z POWER- DUKE ENERGY ATTN.- EDDIE WATKINS PHONE- (919) 882-5001 U W GAS- PSNC ENERGY ATTN-BECKY POOLE PHONE- (919) 367-2705 O ry ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT AS SHOWN ON THE PLANS. RIGHT-OF-WAY MARKERS - ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. U z_ ZJ 0 CURB RAMPS Q-, 0 u CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS° J _ Q z CONSTRUCT ALL CURB RAMPS ACCORDANCE WITH STD 848.05 and/or 848.06. = o 0 0 _j L W �zLOL�lQ F_W<= 0�a-C) X�LL J W O J W z= I J W 0< Q u SHEET NUMBER 1A Note: Not to Scale *S. U.E. = Subsurface Utility Engineering BOUNDARIES AND PROPERTY.- STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN RAILROADS- State Line County Line ___ ___— Standard Gauge CSX TRANSPORTATION Township Line __ __ RR Signal Milepost VILEPOOST 35 City Line _ _ Switch SWITCH Reservation Line RR Abandoned Property Line RR Dismantled ------- Existing Iron Pin ° RIGHT OF WAY.- Property Corner Baseline Control Point o Property Monument EC Existing Right of Way Marker 0 Parcel/Sequence Number '23 Existing Right of Way Line Existing Fence Line —x X X- Proposed Right of Way Line R Proposed Woven Wire Fence Proposed Right of Way Line with R Proposed Chain Link Fence El Iron Pin and Cap Marker Proposed Barbed Wire Fence ^ Proposed Right of Way Line with R Concrete or Granite Marker Existing Wetland Boundary - - - —WLB— - - - Existing Control of Access /C,, IAA Proposed Wetland Boundary —WLB Proposed Control of Access Existing Endangered Animal Boundary EAB Existing Easement Line E Existing Endangered Plant Boundary EPB Proposed Temporary Construction Easement- E BUILDINGS AND OTHER CULTURE: Proposed Temporary Drainage Easement TDE Gas Pump Vent or U/G Tank Cap O Proposed Permanent Drainage Easement PDE Sign S Proposed Permanent Utility Easement PUE Well w° Small Mine ROADS AND RELATED FEATURES: Foundation Existing Edge of Pavement Area Outline Existing Curb — Cemetery t Proposed Slope Stakes Cut - - - C - - - Building Proposed Slope Stakes Fill - - - F - - - School Proposed Wheel Chair Ramp In Church Curb Cut for Future Wheel Chair Ramp qCCFD Dam Existing Metal Guardrail T T T Proposed Guardrail T T T T HYDROLOGY- Existing Cable Guiderail n n n Stream or Body of Water Proposed Cable Guiderail n n n n Hydro, Pool or Reservoir ----� Equality Symbol Jurisdictional Stream ,S Pavement Removal Buffer Zone BZ 1 Buffer Zone 2 BZ 2 VEGETATION - Flow Arrow <-- --- Single Tree Disappearing Stream Single Shrub Spring Hedge Swamp Marsh Woods Line Proposed Lateral, Tail, Head Ditch Orchard �2? 1�3 0 'E� FLaV False Sump <> Vineyard Vineyard SHEET SYMBOLS EXISTING STRUCTURES: MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert 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 U/G Power Line Designated U/G Power Line (S.U.E.*) CONC CONC WW C CONC HW >----------< CB O S P — — — — P — — — — TELEPHONE: Existing Telephone Pole f Proposed Telephone Pole -0- Telephone Manhole 0 Telephone Booth 1fl Telephone Pedestal ❑T Telephone Cell Tower U/G Telephone Cable Hand Hole HH Recorded U/G Telephone Cable T Designated U/G Telephone Cable (S.U.E.*) - - - - —T— - - - Recorded U/G Telephone Conduit TC Designated U/G Telephone Conduit (S.U.E.*)- - - - —TC— - - - Recorded U/G Fiber Optics Cable T Fo Designated U/G Fiber Optics Cable (S.U.E.*)- - - - -T Fo- - - . WATER: Water Manhole OO Water Meter o Water Valve 0 Water Hydrant .0 Recorded U/G Water Line Designated U/G Water Line (S.U.E.*) - - - -�- - -- Above Ground Water Line A/G Water TV. TV Satellite Dish C TV Pedestal TV Tower U/G TV Cable Hand Hole HH Recorded U/G TV Cable TV Designated U/G TV Cable (S.U.E.*) - - - —TV— - - - Recorded U/G Fiber Optic Cable Ty Fo Designated U/G Fiber Optic Cable (S.U.E. —TV Fo- - - GAS : Gas Valve 0 Gas Meter Recorded U/G Gas Line Designated U/G Gas Line (S.U.E.*) - - - -G- - - - Above Ground Gas Line A/G Gas SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil U/G Test Hole (S.U.E.*) Abandoned According to Utility Records End of Information OO O SS A/G Sanitary Sewer FSS FSS • 0 O a — 7UTL 0 0 AATU R E.O.I. Z O Cn LJ 0 z z� �z,.a z Cn m m V O Z U U W NO O rn W O N r 52 a_ m m 00 N 0 m p Q O WLLJ Z Z y Y U VI w 0 < 0 _ U J Q z C) 0_J F_0 z m LLB z cn 0 U Ua_ Z zJ 0 Qz2~ o O O J C1) o z � Q F_W<= 0 � a- X a H O JW J w zJ J W 0< Q I- = U SHEET NUMBER 1B m 0 0 Q 0 L 0 I T Y 0 0 0 3 0 0 0 a 0 E _ I Y 0 0 0 0 0 o O 0 0 0 3 0 3 u c 0 0 u 0 a 0 a O 0 0 a a 0 3 u U L 3 0 0 0 a U 0 0 0 0 0 a U 0 0 3 0 E 0 PAVEMENT SCHEDULE Cl PROPOSED APPROX /.5' ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. C2 PROPOSED APPROX.T ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS C`�z PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT LA ERS NOT LESS ERAGE RATE � THAN 15' N DEPTH OR GREATEREPTH TO BE THAN 25' N DEPTH IN //�� DI PROPOSED APPROX.4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119.0C, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. D2 PROPOSED VAR.DEPTH ASPHALT CONCRETE /NTER4iEDIATE COURSE.TYPE 119.0C, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER r DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 2.5' IN DEPTH OR GREATER THAN 4' IN DEPTH. El PROPOSED APPROX. 5' ASPHALT CONCRETE BASE COURSE TYPE B25.00, AT AN AVERAGE RATE OF 570 LBS. PER SO. YD. E2 PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE B25.0C, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER r DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3' IN DEPTH OR GREATER THAN 5' IN DEPTH. J/ PROPOSED /0' AGGREGATE BASE COURSE J2 PROPOSED 6'AGGREGATE BASE COURSE RI PROPOSED 2'-6' CONCRETE CURB & GUTTER R2 PROPOSED 5' MONOLITHIC CONCRETE ISLAND (KEYED -IN) R3 PROPOSED I'-6CONCRETE CURB & GUTTER R4 PROPOSED 8'X18' CONCRETE CURB & GUTTER R5 PROPOSED 2'-0' CONCRETE CURB & GUTTER R6 PROPOSED 2'-0` CONCRETE VALLEY GUTTER S PROPOSED 4' CONCRETE SIDEWALK T EARTH MATERIAL /III VARIABLE DEPTH ASPHALT OVERLAY (SEE DETAIL W) U EXISTING PAVEMENT NOTES. /.PAVEMENT EDGE SLOPES ARE & UNLESS OTHERWISE INDICATED 2.REFER TO PLAN SHEETS FOR VAR/ABLE WIDTHS AND LIMITS OF MONOLITHIC ISLAND. 3. NCDOT M/N/MUM TYPICAL SECTION SHoWN. PAVEMENT DESIGN TO BE INCLUDED IN 907. PLANS. EXISTING 4:1 GROUND v II ES 4 TO ROW r� /O' E VAR/ES 0'-5' BIKE LANE EXISTING GROUND C 1 E2 C3 D2 l %2" OLL L-- - - - - ----�-------3-l- WEDGING DETAIL FOR RESURFACING W EXISTING GROUND 2' ROW I - VA 145' T 23-31.75' 7.5' EGROUND 2�1 r0 4•I Vp�tIES 05' U E/ TYPICAL SECTION NO. lA -L- STA /3+44.00 TO STA 16 +70.00 LT EXIST - 40.75' E VARIES EXIST -24 5' BIKE LANE a 2 C2 VAR I T rII,AL JC1, I I%JIN ICI%,.J. LA -L- STA 2/ +00.00 TO STA 22 +25.00 LT -L- STA 20 +54.40 TO STA 23 +75.00 RT IfV0 - 15' VAR/ES O' TO ll' c� a Q S C/ R5 C2 0.02 J2 D/ VAR/ES 0' -5' BIKE LANE VARIES I8.5" TO 4C //' VAR D/ VAR/ES 0' TO ll' VAR/ES I' TO 2.75' 0.75' � -L- ELLIOTT ROAD EXIST -I 5.5' I 2.75' I 0.75' I 8.25' VAR/ES EXIST TO 35.25' IBM5' BIKE LANE "Ism GROUNDG TYPICAL SECTION NO. 113 -L- STA 13 +44.00 TO STA /5 +80.00 RT O' TO Ir m Lu 05' 3A' 2.5 I R2 I GRADE POINT W C2 Rl VAR `-------------------------------------- ---- - I T U MILL IY2' D/ El TYPICAL SECTION NO. 1 -L- STA 13 +44.00 TO STA 19 +44.6/ -L- ELLIOTT ROAD i I I va 495'- - I E VARIES 18.5' TO 285' VARIES VARIES Ir O' TO ll' 55' TO 8.8 1.5' Q 0.75' 0.75' W a GRADE R2 C2 POINT Q Q R5 VAR _ i TYPICAL SECTION NO. 2 -L- STA 20 +28.00 TO STA 28 +52.86 D/ J/ z O cn > w 0 Z o r\ N U O U Z Z Q F--� 0 U O M � N O _ 00 p cn O M U O Q Ln I Z I N 0 w op O = Q I I �_� � w 0 J Z Z Y J �� U - => z z Y Q 0) �' E0 o � N O Ln ■ �� w 0 0 M z0 a� llyy% m GROUNDG 0 .a z Nm m U Z u u UJ C'1 0) W [If rn ~ ON m m a_Lc) a r m 00 0 m p w w = 0 w U Y 00 Q cn a w N 0 U v z 0 U VJ J Q TYPICAL SECTION NO. 213 U -L- STA 25 +40.00 TO STA 28 +52.86 5' /0' /' BIKE SIDEWALK LANE C/ T 0.02 J2 5' EXIST ROW 05' Ua_ Z Z 0 0 J_ Q z O 0 J o OL w v! 0 �zQQ F_ w a = 0��( J X LL Ny OJ -S 2./ T� GROUNDG J W J 4.•� _ - _ W z J W 0< a u SHEET NUMBER 2 0 0 0 0 T Y 0 0 3 0 Q 0 E I Y 0 0 0 o O 0 0 3 0 3 u 0 0 0 a a E cl 0 U 3 0 0 0 a a 0 0 ID 0 0 0 a 0 t 3 0 E D TIE TO SITE NOTES: /.PAVEMENT EDGE SLOPES ARE & UNLESS OTHERWISE INDICATED 2.REFER TO PLAN SHEETS FOR VAR/ABLE WIDTHS AND LIMITS OF MONOLITHIC ISLAND. 3. NCDOT MINIMUM TYPICAL SECTION SHOWN. PAVEMENT DESIGN TO BE INCLUDED IN 907 PLANS. /0' 5' SIDEWALK BIKE LANE S C/ 0.02 L J2 PAVEMENT SCHEDULE Cl PROPOSED APPROX If ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. C2 PROPOSED APPROX.3 ASPHALT CONCRETE SURFACE COURSE TYPE S95C. AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS C3 PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S95C. AT AYERS NOT LESS ERAGE RATE �112AN15' N DEPTH OR GREATER ETHAN 25' N DEPTPTH TO BE H 1 N DI PROPOSED APPROX.4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. D2 PROPOSED VAR.DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE.TYPE 119.0C. AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I'DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 2.5' IN DEPTH OR GREATER THAN 4' IN DEPTH. El PROPOSED APPROX. 5' ASPHALT CONCRETE BASE COURSE TYPE B25.00. AT AN AVERAGE RATE OF 570 LBS. PER SO. YD. E2 PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE B25.0c. AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER P DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN Y IN DEPTH OR GREATER THAN 5' IN DEPTH. J/ PROPOSED /0' AGGREGATE BASE COURSE J2 PROPOSED 6'AGGREGATE BASE COURSE RI PROPOSED 0-6-CONCRETE CURB & GUTTER R2 PROPOSED 5' MONOLITHIC CONCRETE ISLAND (KEYED -IN) R3 PROPOSED I'-6'CONCRETE CURB & GUTTER R4 PROPOSED 87/8' CONCRETE CURB & GUTTER R5 PROPOSED 2'-O' CONCRETE CURB & GUTTER R6 PROPOSED 2'-O' CONCRETE VALLEY GUTTER S PROPOSED 4' CONCRETE SIDEWALK T EARTH MATERIAL VARIABLE DEPTH ASPHALT OVERLAY (SEE DETAIL W) U EXISTING PAVEMENT EGROUND 9' 15' Ir T C2 Jl Dl ROW 0e rze VAR/ES 18.50' TO 28.50' VARIES VAR 0' TO Ir TYPICAL SECTION NO. 4A —L — ST A 32 +51.95 TO ST A 32 +89.86 � -L- ELLIOTT ROAD VAA I VARIES i 18.50' TO 2850' VARIES VARIES Ile 0' TO 7.5' I 3' TO 75' /.5' I I Q I GRADE /5 rc3 � POINT rc3 C2 R5 VAR DI TYPICAL SECTION NO. 3 —L — ST A 28 +52.86 TO ST A 31 +11.80 EXISTING s};I GROUND ES 2;1 T 0 55' 0.02 T E/ Lt- W a T 205' rr r� /2' c2 5' E BIKE LANE C/ ) J2 /O' S 0.02 ROW /' GRE INGSAS SHOWN MCADAMS PLANS — — � -L- ELLIOTT ROAD 3' TO /7' 3' TO /T I 0.75' 0.75' u I W I � I R2 � GRADE POINT TYPICAL SECTION NO. 3A —L — ST A 29 +99.41 TO ST A 31 +11.80 -L- APARTMENT DRIVE I 245' ROW _ 12' _ 2' _ 45' _ _ 5' GRADE POINT VAR C2 "RI02 TYPICAL SECTION NO. 4 —L— ST A 32 +51.95 TO ST A 35 +28.69 T z O > w N U O U Z Z (n Q H � 0 � N O _ 00 p (n O M U O N o w op Z - c0 = Q I I 0 J cn Z O Z Y J J V) U =>Z�� Z Y Q 0) C7 0 o => o L, ■ w 0 0 zz a� �. zo m e ,.a z cn m � � m U o U N 0) [if � Q m m 00 o m o w _ w o -3: U Y 00 Q cn a Li N o 0 U U) Z O U W J Q U L.L Ua_ Z z 0 0 J_ 0 Q EXIST/lyZ G ~ AR�ES 2i TO 4 GROUND = o _ 0 0 _j U W �ZLOL�lQ F_ W a = 0 X 0- LL J W O J W zJ J W O< Q 0 SHEET NUMBER 2A I EXIST ROW TIE TO EXIST H PS VAR/ES O' TO 12' C/ EXIST 125' EXIST 50' TO 4950' EXIST /2.5' ------ - - - - -= EXIST-- -- - - - - - - - - - - -- --------------------------- MILL 1%2" U NOTES: I.PAVEMEIyT EDGE SLOPES ARE & UIyLESS OTHERWISE INDICATED 2.REFER TO PLAN SHEETS FOR VARIABLE WIDTHS AND LIMITS OF MONOLITHIC ISLAND. 3. NCDOT MINIMUM TYPICAL SECTION SHOWN. PAVEMENT DESIGN TO BE INCLUDED IN 907 PLANS. PAVEMENT SCHEDULE Cl PROPOSED APPROX If ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. C2 PROPOSED APPROX.3 ASPHALT CONCRETE SURFACE COURSE TYPE S95C. AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS C3 PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S95C. AT AYERS NOT LESS ERAGE RATE OF THAN N DEPTH OR GREATER ETHAN 25' N DEPTPTH TO BE H IN DI PROPOSED APPROX.4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. D2 PROPOSED VAR.DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE.TYPE 119.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER I' DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. El PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE TYPE B25.00. AT AN AVERAGE RATE OF 5TO LBS. PER SO. YD. E2 PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE B25.0c. AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN YIN DEPTH OR GREATER THAN 5" IN DEPTH. J/ PROPOSED /0" AGGREGATE BASE COURSE J2 PROPOSED 6'AGGREGATE BASE COURSE RI PROPOSED 0-6-CONCRETE CURB & GUTTER R2 PROPOSED 5" MONOLITHIC CONCRETE ISLAND (KEYED -IN) R3 PROPOSED I'-6"CONCRETE CURB & GUTTER R4 PROPOSED 8718"CONCRETE CURB & GUTTER R5 PROPOSED 2'-O' CONCRETE CURB & GUTTER R6 PROPOSED 2'-O' CONCRETE VALLEY GUTTER S PROPOSED 4" CONCRETE SIDEWALK T EARTH 4ATER/AL VARIABLE DEPTH ASPHALT OVERLAY (SEE DETAIL W) U EXISTING PAVEMENT / 6' TO 13.8' EXIST ROW EGROUND 2+� TO 4:1 �pRiEs -Yi- F I I AR/ES IVARIES IB' TO 15Z 1 0' TO 12' /5' 1 /5' I I I I I --+ I I I ORDHAV BLVD. 0' TO 125' TYPICAL SECTION NO. 5 —Yl — ST A 9 +23.00 TO ST A /8 +08.90 _ 5' 45' EXIST 5' BIKE LANE S RI 0.02 _ T D/ J/ 16' //' 3650' TO EXIST 12' X/5 %2' EXIST C/ VARIES 0' TO 1Z ------------- - - - - -- - U MILL IV2 • El DI C2 ■[[= _ 35 _ T I0.02 c vle"r 12' LT I -USE PATH i Yri%..,HL Zock,IIUN NU. DH —Yl — ST A ll +75.00 TO ST A 12 +73.00 �-Y2- EPHESUS CHURCH R 16' //' 5' BIKE LANE � a I I ~ C2 iGRADE C2 POINT VAR VAR ---------------�-- ---------------- I 1 (/ J/ JD1 TYPICAL SECTION NO. 6 —Y2 — ST A 11 +56.00 TO ST A 13+92.15 —Y2 — ST A 15 +33.02 TO ST A 19 +24.23 T 85' OAD ROW /O' S OA2 V AGROUNDG iEs 2iTD 4� z� c• ROW TYPICAL SECTION NO. 6A —Y2 — ST A 15 +33.02 TO ST A 19 +24.23 >_ m EXIST Li ROW � GROUNDG z gRiEs 2iT� 4i _ N U EXIST emit Z z ROW vi a a � N O _ 00 p < O M U O Q N 0' w 0 op O Q I I 0 J cn O w LL,LJ Z Y J J � U Z - => Z Y Q 0) C7 o O N => 0 ■ w 0 EXISTING GROUND zz a� F 9 Z, m rr � � .a e z � cn m � m U o UJ N 0) O w [ifLn Q C4 m m 00 o m o w _ w U Y 00 Q cn a w VJ z 0 U w J Q U GROUNOG Ua_ Z zJ O 0 J_ z o O 0 J L.L � VJ U- 0 w �zLOL�jQ W a = 0�0C) J X 0- LL O LLJ J w zJ J W 0< Q u SHEET NUMBER 213 EXIST ROW NOTES. I. PAVEMENT EDGE SLOPES ARE Id UNLESS OTHERWISE INDICATED 2.REFER TO PLAN SHEETS FOR VARIABLE WIDTHS AND L14/TS OF MONOLITHIC ISLAND. PAVEMENT SCHEDULE Al PROPOSED 8"PORTLAND CEMENT CONCRETE PAVEMENT (PAVEMENT WITHOUT DOWELS) Cl PROPOSED APPROX 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. C2 PROPOSED APPROX.3 ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C. AT AN AVERAGE RATE OF 168 LBS. PER SO. YD. IN EACH OF TWO LAYERS C3 PROPOSED VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S95C, AT AN AVERAGE RATE OF 112 LBS. PER SO. YD. PER l" DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 1.5' IN DEPTH OR GREATER THAN 25" IN DEPTH. DI PROPOSED APPROX.4" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE 119.00, AT AN AVERAGE RATE OF 456 LBS. PER SO. YD. 02 PROPOSED VAR.DEPTH ASPHALT CONCRETE INTER4EDlATE COURSE.TYPE 119.0C. AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER r DEPTH TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. El PROPOSED APPROX. 5" ASPHALT CONCRETE BASE COURSE TYPE B25.00, AT AN AVERAGE RATE OF 5TO LBS. PER SO. YD. E2 PROPOSED VAR. DEPTH ASPHALT CONCRETE BASE COURSE TYPE B25.00, AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER l" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3 IN DEPTH OR GREATER THAN 5" IN DEPTH. J/ PROPOSED l0" AGGREGATE BASE COURSE J2 PROPOSED 6'AGGREGATE BASE COURSE Rl PROPOSED 2'-6" CONCRETE CURB & GUTTER R2 PROPOSED 5" 40NOLITHIC CONCRETE ISLAND (KEYED -IN) R3 PROPOSED 1'-6- CONCRETE CURB & GUTTER R4 PROPOSED 8718" CONCRETE CURB & GUTTER R5 PROPOSED 2'-0'CONCRETE CURB & GUTTER R6 PROPOSED 2' -0' CONCRETE VALLEY GUTTER S PROPOSED 4" CONCRETE SIDEWALK T EARTH MATERIAL w VARIABLE DEPTH ASPHALT OVERLAY (SEE DETAIL W) U EXISTING PAVEMENT EXIST EXISTING 115BE 0 W wu �-Y2- EPHESUS CHURCH ROAD ROW I /6 ll' 5' 2' 8.5' I I I I I C/ I _ EXIST EXIST _ - - - - - - - - - - - - - - - - - - - I_ - - - - - - - - - - - - - - - - - - I MILL lV2" I U TYPICAL SECTION NO. 7 -Y2 - ST A I9 *24.23 TO ST A 20 *2I"55 70' R 29' -4" 20' - 8" 20' LANDSCAPED ISLAND COLORED CONCRETE CIRCULATING WIDTH VEHICULAR APRON GRADE POINT R3 V2" EXPANSION C2 JOINTSI DI Cl VARIES (0.005 TO 0.03) lu T CONTRACTOR TO REMOVE EXISTING PAVEMENT AND SUBGRADE AND REPLACE WITH TOPSOIL IN ROUNDABOUT AND PLANTED SPLITTER ISLANDS VARIES (0.005 TO 0.03) U O GRADE TO THIS LINE -CONTRACTOR TO REMOVE EXISTING PAVEMENT TYPICAL SECTION NO. 8 LANE 85' s 6' El T ELLIOTT ROAD AND EPHESUS CHURCH ROAD ROUNDABOUT /0' 1 1 /' L 0.02 EXISTING GROUND %4RiEs 2iTD 4i W Q 0 Z O U) W 0 z J� a� F p J� A.4 z� �e ,.a z a cn m m V O Z U U LLJ (N 0) O W � `n Q m m m 00 o o Q D N w z z Y Y00 U 0 w 0 Q� 0 = U VJ z 0 U ��W v! J Q U Ua_ z zJ 0 0 J Q z o O 0 J `r i LL 0 0— �zLDL�lQ W a = 0 0 X a L.L 0 J LLJ J w zJ J W 0� Q u SHEET NUMBER 2C DETAIL 1 STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground ?� ,LA Ground D Min. D=1.0 Ft. FROM —L— STA. 22 + 70 (LT) EXISTING GROUND INSTALL 2.0' OF CLASS // RIP RAP TO TOP OF BANK GEOTEXTILE DETAIL 2 LATERAL 'V' DITCH ( Not to Scale) Natural Fill Ground ?.� D 1'%Ft. Slope D = 1 Ft. b = 4 Ft. FROM —L— STA. 20 + 69 TO 22 + 66 (LT) FROM —Y2— STA. 15 + 80 TO 17 + 00 (LT) FROM —Y2— STA. 18 + 23 TO 19 + 00 (LT) DETAIL 4 STEEL ARCH CULVERT EXTENSION ( Not to Scale) 3 La 14' —Il" X 9' —I" STEEL ARCH UPSTREAM EXTENSION APPROX. 60' WIDE FROM —L— STA. 16 + 78 TO —L—STA. 17 + 68 (LT) XCAVATION CLASS // RIP RAP TOE KEYED—lN ON WALL BANKS ONLY 2.I OR FLATTER EXTEND 2 FT BELOW BED DETAIL 3 SPECIAL CUT DITCH ( Not to Scale) Front o Ditch Natural Slope Ground 2'J D d Geotextile ___/ I Min. D = 1 Ft. Type of Liner= Class B Rip -Rap Max. d= 1 Ft. FROM —Y2— STA. 18 + 49 TO —Y2—STA. 20 + 00 (RT) EXI ST ING GROUND INSTALL 2.0' - OF CLASS // RIP RAP TO TOP OF BANK GEOTEXTILE nCTAII r- RCBC CULVERT EXTENSION ( Not to Scale) 3 @ //' X ll' RCBC 111—DOWNSTRE4 EXTENSION APPROX. 35' W IDE XCAVATION \— CLASS // RIP RAP TOE KEYED —IN ON WALL BANKS ONLY 2r1 OR FLATTER EXTEND 2 FT BELOW BED FROM —Y1— STA. 12 + 84 TO —YI—STA. 13 + 45 (RT) W Q 0 z O U) W 0 Z o N U O U Z Z cf)Q w= Q� O 00 U O (DQ M O � I Z I �\ N 0 o ao 0 Q �� W 0 cr) J Z ofZ Y J Ld cn � z U a- Z Y Q p O N = U) - W rn O rn F p J� A.4 zm rr � 9 az Cn � m � m L)O Z U U LLJ (mil O W a_Q m m m 00 C) p Q D _ N w z U z Y U Y 00 Q N Q w U 0 w 0 0 0 = U Ua_ Z zJ 0 ry U J_ Qz o O 0 � J LL o n �zrLyLlQ w a = 0E--- rLyL,0 XaH 0__j J W W zJ T J W 0n Q U SHEET NUMBER 2D c Ns F BR CHAPEL HILL, LLC, v. u. , F-6. 538 P,B, 14, PG, 118 PIN 9799346446 N 00 Q z TINY STEPS PAI TOS CH b,B, 11, PG, 177 P B 3, PG. 53 55 NIF� SPIN 799340248 tg0R S R SRN � loo' TAPER 0 17 U i • / 7E:0 2 9 Z � ' P \ 15" RCP -I + ( yro PROP SED HEA ALL �� N RCP -IV 1 P-IV 70 07 may/ � CB GCB • s \ 040 END 2'-6" TIE TO EXIST •� �G \ /MH U` JSE.� CB CB- S /F -L- STA15+95.65 ' r\ �10' .. " - ' No ' o A 1 GP -IV TT o TRIANGLE V II ':. N �' �. ,5' o ELLIO oy cR D.B. 1213. PG. 155 + '- 030 DI - _ --- 84' 24' 22.4" E P.B. 57, PG. 43 8.85 LT < o PIN 9799242361 I 30'R - I ' - ' - 11' 825' i / 30'R `r I D I K 0\ / !� 20 � ` 1 " RCP -IV �! • �'6 LIOT oof?O �D � � I � � 5.5' ll' 10' SIDE`��" ♦ \ / � UPPER g 5 R - o ----- - - - - _ - - - 300'R \ / 15" RCP -IV 36" RCP -IV �Q / 50'R 1 \ REMOVE EXIST 36" RCP PAST - / � - - - 0705 \ \ \ Cg i� REMOVE F O \ STRUCTURE # 0208 • � 0308 E 15" f��P- N � � CR CR � 1 18" RCP -IV \ ♦ \\ \ 021 _ "RCP -IV OUTLET PROTECTION TB TB �- +7 00 _ _ _ _ _ _ - \ \ N 690 29' TO E CB CB C CLASS B RIP RAP I C - F RCP -IV \ EST 3 TONS 0 01 N/F \ CB BEGIN GUARDRAIL DE EST 10 SY FF 030 END SIDEWALK , � � � F JEANNE C. JAMES � o� � � -L - PT Sto. l.9/ GREU TL-3 P TB _ 060 ss -L - STA 16+13.� ��' -fir L - S A 19+4/.45 u -LCLB. G r48.JO \ „ � a \ � 18 RAP -IV _ 5'R i6 \ 1 V TLC PROTECTION re o O R7�TURN 1ANE O CLASS BRIP RAP � OUTL T PROTECTION ENC.� GUARDRAIL / tLO3Sg EST 2 TONS re rl v ��350' LT TURN LANE CLASS)B RIP RAP Y FF � 8 1 co •. ra��ra� _ EST 15 TONS -L�� STA23+75.00 150 RT TURN � •• � TB EST 37 SY FF , O �' 10• y� I (3) _� N L :EL IMPROVEMENTS ► ' / O � ..` I • � , I � • TURN TAPE �► � � I � 15" RCP -IV • � � • CLASS II RIP RAPm � ♦ �\ V S0 EST 165 TONS FEMA 100-YR � 1 END GUARDRAIL _ • " 12' EST 120 SY GFD FLOODWAY / �\ O CBo� GREU TL-3 / I I , � 1 e SEE DETAIL 5vSHEET 2D f (TYP.) B.�P=1V -L- STA19+05.00TB '�� TB 18 IV TB F r - I RCP � I� 1 re � OA 500-YR , I TB PROPOSED 3 @ 11 X1/ RCBC EXTENSION FLOODPLAIN ♦ _ I I Q 50 = DI SEE SHEETS COI -I TO COI-8 (TYP.) - / 488 PROPERTIES, LLC. ! -L - POT Sto.19+92.61 = 1 I = 4 L �, END 2'-6* C&G • 020 -L- PC Sto.14+85.78 D.B.DB4453, PG. 7 -Y/- POT Sto.1 + 1.03 GRAVEL II CB J FEtiIA 500-YR �� • / / P,B, 18, PG, 111 / I p ' 18" RCP -IV W 050 -Yl- STA12+73.00 N/F FLOODPLAIN �- ♦ _ - I 2 18 C END GRAVITY ALL �r PIN 9799245059 . A. 90° 05 56 _ I ll 48.5 y//r-Mnw _r/_ T / + PAUL GREGANTI (TYP.) SA268.53 *N MATCH LINE -Yl- STA 12+50.00 (SEE SHEET 6) 5- 00 V�\ 5'R N 37' 45' 4/.3' E • • CBS 4 � 15" RCP -IV , � •'� � yy BRICK - _ 4 op- .00 / 0 01 SHED \ L- PT Sto. 13+91.96 REMOVE EXISTING PAVEMENT 001 BE ALK ` . 5" 4ONOLITHIC 000 -L- $� l +44.a0 _ CONCRETE ISLAND BI 1& 2' -6" C&G NOTES: TO EXIST-` 1. RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT STA13+44.00 LT & RT l PROJECT UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS) 2.TURN LANE TO BE CONSTRUCTED FOR PROPOSED B C NST RUCT ION RELOCATED DRIVEWAY IN PHASE 2 PER APPROVED ` • L S`t .13+44.00 SITE PLAN. -L- POC Sto. I3+00.00 _ II 1 D PI (�JECT �.I I •�. 1\ J_ L END C015TRUCTON I 11 F, v � - J l oil 118+08.90 I I � � I. 0601 11 I r III 1 II II POT OO11 - $t , 11 11 rc N/F III 1 �I 1 IyI&H HOSPITALITY, LLC I 1 D.B. 2440, PG. 179 2 ` 1 PI 9799245697 END Y 6' C&G � 1 N TIE TO EXIST I III o 7 �/ N/F 11 \ Yl- STA +08.90 I 0 � 1 u I KLAUSE E. FORD • 1 - _ 1 16.r50 7 I I II ' y � I�� DP,B. /43, • �' a03 • X PIN 9�9340588• I I I � I _� III GQ i - o \\ - L r \ - / X 0 I I~ \I\ D 4' PS ♦ Op p \\ �� L L fl JI III - STAI/7+322/ •! Q C) _ \\ 1 �11 � � 1 a ,l 501� Q \\ -L .00 _ I• I O all ` \\ L L C� Q 0 RETAI N/F �. L _F - \\ a f -Ir I� - - - ��II I 3 .3 3.2 WPC, 0511 ONTJES PROPERTIES, L J - J -� ♦ II Z 15" CP ... u.ts, �rJL, rla. LyJ \ __ P.B. 43, PG. 53 -_� -� 4I II J ' N . � I �I CB� •� - •`PIN 9799340467 L N I / / 6'C \ r 0510 1 � ' TO �EXIS �. L z I O _ ` % N/F 1 -� I �• l S 15+ .83 .•� �- \ I f TRIANGLE V II �' I 1 �' • %♦ I I b. I�. 1213, 155 I ' E D OV / + . � 1 I �1�" -Iv I � ST5 2 AO 1 %Y \ lk P B, 57, PG, 43 :1 % ` ` � 9799242361 = 6 1 1 1 / .5' I T Bi U GUARDRAIL GENE R. S INBERGER & • CHANNEL IMPROVEMENTS z ' 12 - STA15+72.00 PH �T ERGER 1 CLASS II RIP RAP _ _ - J CB D.B 317 , PG, 2 • EST 345 TONS \ 1 - _ +16.00 I I 49. 0 I �I EMOVE EXIST "�' DI 'EST 255 SY GFD _� 1 S SEE DETAIL 4/SHEET 2D \ J I 1 I TRUCTURE �#060 �� I \ OPOS 3 l4'-Ir x 9'-l" ELLIPTICAL \ 1 � �J 1 STEEL ARCH CULVERT �� - �1'o II IW 1 II I I io 1 o I 300' AL lT TURN L ES SEE SHEETS CO2-1 TO CO2-3 _\_ 1 ill w END GU AIL � RETAIN \ 1- - "' GREU � -3 � I •' � I rn LATERAL"V" DITCH 07 -L- PT Sto. 17+�3 -L- l8+ AO 2' II 1 1 + SEE DETAIL 2, SHEET 2D l TURN BEGIN GUARDRAIL �� I 60 50'RT U N LANE NE CAT -/ CUT MEDIAN SLOT \ J I 34' lN C. ± v, -L- STA16 86.00 -L- STA. 17+57.00 F 15 � I 1 B � M w ♦ - I I I o� PDE w BEG TI of -L- STA 6, I N I y I• _ • � � \ � I I I I RCP -III - - _ 1 BEGIN 2'-6" \ r+16. 0 + I 48.50 I 72" F I15" C ' IV TIE TO EXIT S\ ♦ � 0 I ♦ F -L- STAl6+6/F 18" RCP -IV o� I TBJBW/MH 1 0211 L 15" RCP -IV I R I CR 0 t 36" RCP -IV O�'� 0401 040 E 576' SIDE ALK O - - R = R I •i // C B -L - P1 Sto /2 +92JO P1 Sto 16 +37.69 P1 Sto 22 +87.62 0 = 57" l9' 59Z QT) A = 57" 49' 56.3' (RT) 0 = 26" 06' 29.9" (LT ) D = 26" 02' 36.7" D = 20" 50' 05.4' D = 9" 32' 57.5" L = 220.14' L = 277.58' L = 273.41' T = 120.28' T = 151.91" T = 139.12' R = 220.00' R = 275.00' R = 600.00' z 1 o N U O U Z Z T F-- �i■■� Q 00��CA 0 cn oL0c) (n on O Too 00 Iz�`°= Q I I Z��r W 0 J Z w Z Y J -3:: U �3:� z Y Q rn ch 0 o � O N ■ �� w 0 0 M Z z p. z �o �J U �o �o �z o m H U 0 w NN II O F O 52 a_ Q N m } m o o m o a 00 0 N w Z Z Y Ua_ z zJ 0 0 J Qz O O 0r Jo `r i ILL 0 0- z Q Q F_ w a_ OF--- X a L.L 0� J W w zJ J w 0 Q 0 SHEET NUMBER 4 c '4113 BEGIN TO SITE &G LAURINDA OUEEN BURLESON - + \� -Y TA 11+4 D.B. Y2 POT t . l \ \ \�\ \ \\ 2 S 5.84 P.B. sz. \\ 24" RCP -IV = \ END CONSTRU \ \ \\ k56 - PIN 9799358050.001 \� \ \ -L - POT Sto. 11 + T TIE TO \ \\ 0 w \ 6? N �� VA \ \ • \\ V A\ 0 06 \ \ \ TIE TO ROADW AY \ ` IMPROVE4IENTS AS SHOW CB \ -, 0) \ \ \\ \\ \ \ ON PLANS BY 4ICAD CB \ \ EPHESUS CHURCH ROAD co \ \ \\ \\ \ 080 o 5 24" RCP -IV Q \ \ \ PROPOSED SITE Q \ \\ \ \ DEVELOPE4 NT. S E ` _ _ + PLANS BY CADAS TIE TO SITE / N \ �\ 2 PC Sto. l3 0/.25 / F Z \ N� KINGS A MS, LLC. \ 8" HDPE \\\ O 0A D.B. 5908, .,G. 47 \ \\ \ \ BR CHAPN/FEL HILL LLC \\ PIN 9799442785 \ �, \ \ \ \\ \ u, � ��, PG. 538 � .�� A 06 \ \ \ \\\ P.B, 14, PG. 118 - \�\ ' ' Q �\ \ \ \ \ \\ \ r PIN 9799346446 r o[rFRy CB 1 - \ -L- PT Sto. 36+74.38 I I II III I— � i l �Fck Fqo 080 02 0 � � :.f \ II III � _' � ,-- - � � 24RCP-IV \ ......... 200' UNIFORM SHIFT 1 7`7 N � � VEHICULAR C NCRE- �� \ �� APRON (TYP 5' DUAL LEFTo S \ \ \ \ 09 24" TURN TAPER op� / I RC��V p II III I I 15"RCP-Iv 100' LT TURNLANE 1OO' LT TURNTAPER 70' UNIFORM SHIFT \ R N� 4 /3 3/.3„ E II III IN sT N CR _ \ s sr o o L �.PC Sto. 32+20.05 TOR OR o ST I\i RqG o p O F S F p o - 24" RCP -IV // 30 CP-IV �I TIE TO CB TIE ��.. LLJ090 F = 071 15" RCP -IV O 072 - - 8" si- N 0720 TIE TO SITE— S 072 S 8" HDPE 0 - - _ - - - - - - - � 1� 10"C 15" RCP -I 8" IP � w 24"RCP CB CB 0714 8" HDPE 24"RCP 0716 - TIE TO SITE 24"RCP 0718 15" RCP -I o 4, I 7 IO' SIDEWALK cR R I SI E O8.28' CB 0C&G Cl��13 oo CR \ c� Q 4' CR e/k cR ALL/OTT ROAD 4F I 7.5Cr , 6 - \ cR -- I- ---4 -L - ll' 3.5 (T uyu -�N C N 11 30'R 30'R CR C 4' a69° 29' 07BO E g CB y �,� / 24" RCP OF C&G pm lV - G E Tq.�D IN j ' > IV SIDEWALK cR l0' SIDEVK a _ - - \ 18" RCP -IV 18" RCP1V - L_F N\\ 18" RCP-IVJ�l �p(j, xLO 73 0715 072 - „HDPE `�� 0 7 &o 15„ /�Gp 72 07 18' RCP -IV F\ 072 ITIE TO SITE TIE TCOTE 00.2j 8 y' CR S „CAP ZH /o A00� 62 DRAIN 30" RCP -IV RCA(( O I pR/L� gRFq TIE E � r-6• C&G ` ' T p LO' LT R A E — _ — — — — — — — — — I 0L URl0 TAPES — ——- N N 1 ��I 7 IF— 1�71 S 4 1 L qL P/AF -L Pl Sto. 3/ = 15 R �V ° S Y2 PT Sto.14'+ \i II 11 1 I I I I 1 IIII � F- -1 \\ BR CHAPEL HILL, LLC. F D.B115112,HU.0.Sts ——�1 �____J—_\——— �L \\ PIN 9799346446 \ i -- — — — — —fi IL- — — — — — — — IL- — — — — —— IL — — — — — — — —-——— — — — — —- — — — — — � -L- PRC Sto. 33+81.17 / L END i36' C&G ;f TIE TO EXIST -L- STA 34+6T.69 — — 5'R a, j �-� 40, W D 15'R I � I END 2' -6" C&GI TIE TO EXIST -L- STA 35+t.69 I jl END CONSTRUCTION L - POT Sto. 35 +28 18 R / I I \B so\ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— E - E E E E 1 r 8 -L- PI Sto 33+09.37 P1 Sto 35 +89.00 0 = 6/" 32' 38.8" (RT) 0 = 6° 31' 47.9" (LT ) D = 38" //" 49.9" D = T 49' //.0" L = 16IJ2' L = 170.95' T = 89.32' T = 85.57' R = 150.00' R = 1,500.00' PI Sto 34+51.25 A = 70" 02' 49.4" (LT ) D = 57 17' 44.8" L = 122.26' T = 70.08' R = 100.00. f,N m -Y2 - 01 m I / / J/V Ili I V.J.L/ A = 26" 21' 32.8" (RT) / / JI /.7 I JJ./.J 0 = 8° 55' 12.1" (LT ) D = 16" 22' 120 D = 134' 5/.6" L = 161.02' L = 249.09' T = 81.96' T = 124.8(Y R = 350.00" R = 1,600.00' m \:J RIDGE NORTH SUBDIVISION .8. 32, PG. 7) GRADE TO F DRAIN S 63" 59' 54.4" E 18" RCP -IV REMOVE R MOVE EXISTING PAVEMENT 5' MONOLITHIC I CgNCRETE ISLAND NOTES: I.RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS) 2.TURN LANE TO BE CONSTRUCTED FOR PROPOSED RELOCATED DRIVEWAY IN PHASE 2 PER APPROVED SITE PLAN. , I � � 1 I �A Y PC Sto.18+28.33 18" RCP -IV 0 18" RCP -IV R 0� 0910 LATERAL"V" DITCH 1 \ CBS Xll SEE DETAIL 2, SHEET 2D o � SPECIAL CUT DITCH 135 TONS CLASS B 300 SY FF SEE DETAIL 3, SHEET 2D N U O U Z Z F- � Q o00�o cn oL0c) (n O M O cl ZL L'cD2 Q I rI � rn w 0 F- LI J Z Vl O_ � � w LLI w w Y U J _ U Y Q U o 0� O N ■ � w 0 0 M Z z p. z �o �r U �o z� �z o m H U 0 w 0c,4 II O O rn F- O r a Ln Q N m m 7_o� 'D m o a 0 N w Z Z Y Y 0 Q W � U) Q (fin 0 � U VP \ ® END 2' -6" C&G z o TIE TO EXIST J Q �,y 0 -Y2 STA 19+34.30 Q J u z — 2~ 0 J o G-p�y oe ° W �zLDL�lQ V w a = 0�� 35'R 0 \\ X 0- L.L J 09 W z — \ REMOVE w END PROJECT �_ O Q END CONSTRUCTION 18" RCP -IV _ \ ~ u -Y2 - POC Sta. 20 +2/.55 SHEET N U M B E R -Y2- PT Sto.20+77.42 0909 f- 0 N M-10 i NSF -Yl - POT CHAPEL HILL RESTUARANT PROPERTIES, LLC. PIN 9799235857 NF .1 • GALLERIA OF NORTH CAROLINA .j.ts, j w i, rG, 556 P,B, 18, PG, 111 PIN 9799230895 1 1 RE40VE EXISTING PAVE4ENT 5- 40NOLIT HIC CONCRETE ISLAND NOTES: I.RADII D14ENS10NS ARE TO THE EDGE OF PAVE4ENT UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS) 2.TURN LANE TO BE CONSTRUCTED FOR PROPOSED RELOCATED DRIVEWAY IN PHASE 2 PER APPROVED SITE PLAN. ATCH Ll 1 1 1 1 I I 1 \I 11 1. -Yl- STA 12+50.00 (SEE SHEET 4) LL- 48.5' CB �1' 050 Q LL o � a = 12.5' O CB L CB 050 - / 050 / 36.5' r 40.5' l0'R I &M 18" RCP -IV +23.01 15" RCP -IV w 1 Q' � I 1 Q AI6 L 1 - l00'R U,ts, J3U4, VU. 'I1 cc PIN 9799340024 o�Q cr- ti z ELONNIE ALSTON, JR, & ROSALYN B. ALSTON DIM 799330915 c BEGIN GRAVITY WALL o -Yl- STA. II +75.00 0 BEGIN GUARDRAIL GREU TL-3 -Yl- STA. 11 +23.00 BEGIN PROJECT BEGIN CONSTRUCT -Y/- Sto. 9+23.00 UNIVERs TY of NC 26 / ; • ` _ ENDOOENT FUND ♦ •�' PIN 9799333628 W Q (n Z O cn W 0 z �o J� z z �e � o z4 m rr � e O m U ON U w Q O II O 0)O _ Lj } r a_Q N m m m w 0 p w _ \ U -3: U Y 00 U w 2 N p p U z J n C) Z zJ 0 Qz o O 0 IY J C/) ° o W 0- z LOL�l Q LJJ a = 0 LOL�'C) J X a- LL O W J W zJ J w OQ u SHEET NUMBER 6