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Home My WebLink About20150257 Ver 1_04_EB-5508 New Hope Rd Multi-Use Path 75% Plans (2015-03-05)_20150310CMF REE D Y B RAN CH CMF 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ t s h .d g n GRAPHIC SCALE PLANS PROFILE (HORIZONTAL) PROFILE (VERTICAL) 0 2010 42 1 SHEET NO.PROJECT REFERENCE NO. N A D 8 3 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS EB-5508 OWNER: ENGINEER: SURVEYOR: GEOTECHNICAL: MAYOR ALFONZO KING 2010 C 2015 CITY OF GOLDSBORO PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 (EB-5508) NEW HOPE ROAD MULTI-USE PATH CITY MANAGER SCOTT STEVENS jason.lawing@kimley-horn.com 919.677.2153 JASON LAWING, P.E. CARY, NC 27513 3001 WESTON PARKWAY KIMLEY-HORN AND ASSOCIATES, INC. 0 0 jhamm@falconengineers.com 919.302.9758 JEREMY HAMM, P.E. RALEIGH, NC 27607 SUITE 110 1210 TRINITY ROAD FALCON ENGINEERING, INC. PAVEMENT MARKINGS AND EROSION CONTROL TYPE OF WORK: GRADING, PAVING, DRAINAGE, LOCATION: FROM HARE ROAD TO WAYNE MEMORIAL DRIVE bcroom@goldsboronc.gov 919-580-4278 BOBBY CROOM, P.E. GOLDSBORO, NC 27530 200 NORTH CENTER STREET CITY OF GOLDSBORO rcoley@goldsboronc.gov 919-750-0219 RONNIE COLEY GOLDSBORO, NC 27530 200 NORTH CENTER STREET CITY OF GOLDSBORO NTS VICINITY MAP 70 BUS INDEX OF SHEETS SHEET NO.DESCRIPTION TITLE SHEET1 GRADING AND EROSION CONTROL PLANS MULTI-USE PATH AND DRAINAGE PLANS MULTI-USE PATH AND ROADWAY CROSS SECTIONS CD-1 TO CD-5 2 CONVENTIONAL SYMBOLS C-1 TO C-8 S-1 TO S-? -L1- STA 10+04.58 BEGIN PROJECT EB-5508 -L2- STA 58+04.85 END PROJECT EB-5508 1 2 3 4 5 6 7 8 (SR 1003)NEW HOPE ROAD C ASSE D ALE D RIVE C O M M U N I T Y C O L L E G E E N T R A N C E T O W A Y N E (SR 1570) H A RE RO A D ( S R 1 5 5 6 ) W A Y N E M E M O R IA L D R IV E NEWHARE DRIVE R E E D Y B R A N C H -L2- STA 40+00.00 -L1- STA 35+96.07 T O M M YS R O A D W A Y N E ME MO R IA L D R . END PROJECT BEGIN PROJECT R D. NE W H OPE H ARE RD . 111 P A TETO W N RD 111 CIT Y LI MITS C ITY L IM IT S GOLDSBORO, WAYNE COUNTY N A D 83 X-1 TO X-10 EC-1 TO EC-13 PROJECT NOTES, TYPICAL SECTIONS AND CONSTRUCTION DETAILS BOARDWALK AND BRIDGE PLANS * * TO BE INCLUDED IN FUTURE SUBMITTAL 3 / 3 / 2 0 15 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ t s h .d g n O Proposed Power Pole P U/G Power Cable Hand Hole Existing Joint Use Pole Proposed Joint Use Pole R } T p Q O O GAS: Gas Valve Gas Meter Recorded U/G Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Recorded SS Forced Main Line Designated SS Forced Main Line (S.U.E.*) Above Ground Gas Line Above Ground Sanitary Sewer MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil Designated U/G Gas Line (S.U.E.*) U/G Test Hole (S.U.E.*) CB Abandoned According to Utility Records S P P Underground Storage Tank, Approx. Loc. Geoenvironmental Boring Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Baseline Control Point RIGHT OF WAY: Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access Proposed Control of Access Proposed Right of Way Line C F Existing Easement Line Proposed Temporary Construction Easement Proposed Temporary Drainage Easement Proposed Permanent Drainage Easement Proposed Permanent Utility Easement HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ; z v W K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Power Manhole Power Line Tower Power Transformer Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole l e ] / b H-Frame Pole POWER: TELEPHONE: Telephone Cell Tower Recorded U/G Power Line Recorded U/G Telephone Cable Designated U/G Telephone Cable (S.U.E.*) Recorded U/G Telephone Conduit Designated U/G Telephone Conduit (S.U.E.*) Recorded U/G Fiber Optics Cable WATER: Water Manhole Water Meter Water Valve Water Hydrant Recorded U/G Water Line 4 I H a TV: TV Satellite Dish TV Pedestal TV Tower U/G TV Cable Hand Hole Recorded U/G TV Cable Recorded U/G Fiber Optic Cable Designated U/G Fiber Optic Cable (S.U.E.*) r | I ] n c d o A/G Water A/G Gas Above Ground Water Line A/G Sanitary Sewer F S 3 ? CONC CONC WW v v Drainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Corner Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M WW S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW Designated U/G Power Line (S.U.E.*) Designated U/G Fiber Optics Cable (S.U.E.*) Designated U/G Water Line (S.U.E.*) Designated U/G TV Cable (S.U.E.*) *S.U.E. = Subsurface Utility Engineering WLB EIP B ECM CONC HW CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Note: Not to Scale WLB EAB EPB R W R W R W C A E TDE PDE PUE T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland Proposed Permanent Easement with Iron Pin and Cap Marker Proposed Temporary Utility Easement TUE Iron Pin and Cap Marker Proposed Right of Way Line with DUEProposed Permanent Drainage / Utility Easement AUEProposed Aerial Utility Easement CRProposed Curb Ramp STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS UST Known Soil Contamination: Area or Site Potential Soil Contamination: Area or Site Concrete or Granite R/W Marker Proposed Right of Way Line with C A Concrete C/A Marker Proposed Control of Access Line with SHEET NO.PROJECT REFERENCE NO. EB-5508 2 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ t y p .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 (EB-5508) NEW HOPE ROAD MULTI-USE PATH Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is CD-1 NOT TO SCALE AND GENERAL NOTES STANDARD DRAWINGS LIST OF ROADWAY LIST OF ROADWAY STANDARD DRAWINGS DESCRIPTIONSTD NO. 200.02 METHOD OF CLEARING - METHOD II 225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL 1101.01 WORK ZONE ADVANCE WARNING SIGNS 1101.02 TEMPORARY LANE CLOSURES 1101.04 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 1110.02 PORTABLE WORK ZONE SIGNS 1130.01 DRUM 1135.01 CONES 1145.01 1150.01 FLAGGING DEVICES 1180.01 SKINNY DRUM SHEET NOTES SITE NOTES UTILITY NOTES STATIONARY WORK ZONE SIGNS GENERAL NOTES DEMOLITION NOTES TEMPORARY SILT FENCE1605.01 1606.01 SPECIAL SEDIMENT CONTROL FENCE 1607.01 GRAVEL CONSTRUCTION ENTRANCE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: DESIGN BRANCH-N.C. DEPARTMENT OF TRANSPORTATION-RALEIGH, N.C., DATED JANUARY 2012 ARE THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY TEMPORARY SHOULDER CLOSURES 876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS BARRICADES - TYPE III DEMOLITION NOTES (CONTINUED) TEMPORARY ROCK SILT CHECK TYPE ’A’1633.01 1630.06 SPECIAL STILLING BASIN CURB RAMP (PROPOSED CURB) AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES OR FUTURE SURFACE AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADE LINE: ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS, DATED 2012. MULTI-USE PATH, BRIDGE AND BOARDWALKS. ALL CONSTRUCTION SHALL BE IN THE PROJECT GENERALLY CONSISTS OF THE CONSTRUCTION OF A 10’ WIDE STATEMENT OF CONSTRUCTION 2012 SPECIFICATIONS SO THAT TOPS/RIMS ARE FLUSH WITH FINISHED GRADE UNLESS OTHERWISE NOTED. ALL UTILITIES THAT ARE LOCATED WITHIN LIMITS OF DISTURBANCE SHALL BE SET AGENCY, OR COMPANY. OF ALL EXISTING UTILITIES IN COORDINATION WITH THE APPROPRIATE UTILITY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION "NORTH CAROLINA ONE CALL." LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT 1-800-632-4949) AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (TELEPHONE 300.01 METHOD OF PIPE INSTALLATION 838.01 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS - 15" THRU 48" PIPE 90 SKEW 840.31 CONCRETE JUNCTION BOX - 12" THRU 66" PIPE 840.54 MANHOLE FRAME AND COVER 846.01 CONCRETE CURB, GUTTER AND CURB & GUTTER 848.05 852.01 CONCRETE ISLANDS ALL RC PIPES SHALL BE CLASS III OR CLASS IV AS SHOWN ON PLANS. PONDING. CONTRACTOR TO GRADE FILL SLOPES AROUND EXISTING MANHOLES TO AVOID TRAFFIC CONTROL DEVICES) AND NCDOT STANDARDS. ALL SIGNS AND PAVEMENT MARKINGS ARE TO MEET MUTCD (MANUAL ON UNIFORM WHEN WALKS ARE 10’ WIDE. MATCH WIDTH UNDER 10’. PROVIDE CONSTRUCTION JOINTS IN CONCRETE WALKWAYS EVERY 10’ MAXIMUM NOTED. CENTER TO CENTER ON STRIPES, AND/OR TO FACE OF CURB, UNLESS OTHERWISE ALL DIMENSIONS ARE TO RADII, EDGE OF PAVEMENT, TO CENTERLINE, PROVIDED IN THE CONTRACT DOCUMENTS. FIELD CONDITIONS BE ENCOUNTERED THAT VARY FROM THE INFORMATION CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY SHOULD ANY ORDERING MATERIALS. ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION OR BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION, ORIENTATION, AND LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL FOR ANY ADDITIONAL INFORMATION ON EXISTING WATER AND SEWER UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY AND FOR DAMAGES RESULTING FROM FAILURE TO DO SO. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES ON THESE PLANS ARE FROM CITY AND UTILITY COMPANY RECORDS ONLY. LOCATIONS AND SIZES OF EXISTING PUBLIC AND PRIVATE UTILITIES SHOWN LIMITS SHOWN. ALL WORK MUST BE COMPLETED WITHIN EASEMENTS AND CONSTRUCTION THERMOPLASTIC AND/OR PAINT PAVEMENT MARKINGS. ALL PAVEMENT MARKINGS USED FOR PROJECT SHALL BE NCDOT STANDARD APPLICABLE PERMITS AND THE BID DOCUMENTS. TREE PROTECTION MEASURES SHALL BE PROVIDED DURING CONSTRUCTION PER MULCH, AND STOCKPILED FOR FUTURE USE. ALL TREES AND VEGETATION NOTED TO BE REMOVED SHALL BE GROUND INTO OFFSITE UNLESS OTHERWISE NOTED ON THIS PLAN. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE DISPOSED OF LEGALLY WITH NEW GRADE. THAT ARE TO REMAIN, SHALL BE PROTECTED FROM DAMAGE AND RAISED TO FLUSH CLEANOUTS LOCATED IN AREAS OF DEMOLITION OR SUBSEQUENT CONSTRUCTION PROVIDER(S). RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY ALL DEMOLITION WORK WILL BE COORDINATED BY CONTRACTOR. AND DEBRIS. FEDERAL REQUIREMENTS REGARDING REMOVAL AND DISPOSAL OF MATERIALS THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FROM THE CITY AND/OR NCDOT. EXISTING TRAVEL PATTERNS ON ANY PUBLIC STREET WITHOUT PRIOR APPROVAL THE CONTRACTOR SHALL NOT MAKE ANY LANE CLOSURES OR CHANGES TO THE THE CONTRACTOR SHALL NOTIFY THE CITY PRIOR TO STARTING WORK. BE REMOVED. INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY, DRAWINGS. AND REUSED ON SITE WHERE POSSIBLE IF IT CONFORMS TO SPECIFICATIONS AND ALL GRAVEL TO BE REMOVED (SURFACE OR SUBSURFACE) SHALL BE STOCKPILED PERFORMED IN ACCORDANCE WITH SPECIFICATIONS AND DRAWINGS. CLEAN SOILS SHALL BE UTILIZED FOR BACKFILL COMPACTION OF THESE SOILS AT THE CONCLUSION OF THE PROJECT. CONDITIONS AND TO THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION CONTRACTOR SHALL RESTORE THE LAY-DOWN AND STAGING AREA TO ORIGINAL ARE MET. APPROVE ALL SAWCUT LIMITS PRIOR TO REMOVAL TO ENSURE THAT CITY STANDARDS ASPHALT DRIVE AT LIMITS OF NEW CURBING TO OBTAIN A CLEAN EDGE. CITY SHALL CUT TO OBTAIN A CLEAN EDGE FOR NEW CONSTRUCTION. SAW CUT EXISTING REMOVE EXISTING CONCRETE (WHERE REQUIRED) TO FIRST COLD JOINT OR SAW OF 3 FEET FROM EDGE OF TRAIL OR AS DIRECTED BY THE ENGINEER. ALL SIGNS SHALL BE MOUNTED WITH SIGN EDGE AND TO BE LOCATED A MINIMUM SERVICE PROPOSED FOR CONNECTION OR USE ON THIS PROJECT. LOCATION, SIZE AND MATERIAL COMPOSITION OF ANY EXISTING WATER OR SEWER THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE ACTUAL AND EXACT PERMISSION OF THE OWNER. CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE EXPRESS WRITTEN SHALL BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF IF DEPARTURES FROM THE DRAWINGS OR SPECIFICATIONS ARE DEEMED NECESSARY ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS RECORD KEEPING. GIVEN TO THE ENGINEER AT REGULAR INTERVALS THROUGHOUT THE PROJECT FOR ACTUAL LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE AND/OR METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS DRAWINGS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SHALL BE PERFORMED IN COMPLIANCE WITH STANDARDS OF THE NCDOT STD. TRAFFIC CONTROLS FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY REMAIN IN PLACE DURING CONSTRUCTION. OBTAINING ALL REQUIRED PERMITS. ALL TREE PROTECTION FENCING SHALL APPROVED BY THE CITY . THE CONTRACTOR IS RESPONSIBLE FOR IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS SET FORTH AND ALL DEMOLITION, AND ANY SUBSEQUENT CONSTRUCTION, SHALL BE PERFORMED BEST AVAILABLE RECORD DRAWINGS. ARE BASED ON A FIELD SURVEY PERFORMED BY THE CITY AND THE EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, 1515.02 FIRE HYDRANT SURVEYS HAVE BEEN PROVIDED BY CITY OF GOLDSBORO. EXISTING SURVEYS: SHALL CONFORM TO NCDOT 2012 STANDARD DRAWINGS FOR TRAFFIC CONTROL. INCLUDED IN THIS PLAN SET. ALL TRAFFIC CONTROL DEVICES AND OPERATIONS TRAFFIC CONTROL GENERAL NOTES, DETAILS, AND A LIST OF STANDARDS ARE TRAFFIC CONTROL: ENGINEER PRIOR TO PLACING EROSION CONTROL MEASURES. BY THE ENGINEER IN THE FIELD. THE CONTRACTOR SHOULD CONSULT WITH THE THE FINAL SIZE AND LOCATION OF ALL EROSION CONTROL DEVISES MAY BE ADJUSTED EROSION CONTROL: ADEQUATE PROJECT LIMITS, FENCING, AND SIGNAGE. PEDESTRIAN AND BICYCLE SAFETY MUST BE MAINTAINED AT ALL TIMES BY SAFETY: INTERSECTION WITH TRANSITION TO 10’ WIDTH OF MULTI-USE PATH. CONTRACTOR TO ADAPT STANDARD DETAIL TO CONSTRUCT 8’ MIN. DROP CURB AT ALL CURB RAMPS IN ACCORDANCE WITH NCDOT STD 848.05 AND 848.06. CURB RAMPS ARE SHOWN ON THE PLANS AT APPROXIMATE LOCATIONS. CONSTRUCT CURB RAMPS EXCEPT AS SHOWN ON THE PLANS. ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, DUKE ENERGY AT&T TIME WARNER CABLE CITY OF GOLDSBORO UTILITY OWNERS ON THIS PROJECT ARE: UTILITIES: PARTICULAR ITEMS INVOLVED. PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SIDE ROADS: THE TYPICAL SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE MULTI-USE PATH IS TO BE SUPERELEVATED AS SHOWN ON PLAN SHEETS. SUPERELEVATION: BY METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED CLEARING: 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ t y p .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 (EB-5508) NEW HOPE ROAD MULTI-USE PATH Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is PAVEMENT SCHEDULE PROPOSED COMPACTED EARTH MATERIAL PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.C1 T GROUND EXISTING TYPICAL SECTION 02 J3 J3 02 1 :1 6" POINT GRADE 5’5’2’2’1 :1 02 02 CL GROUND EXISTING C1 1 3: 1 08 3: 1 J1T T 6" CD-2 TYPICAL SECTIONS 3’ MIN 6’ MAX 5’ MAX 4’ MINCL MULTI-USE PATH PAVEMENT MARKING LINES & SYMBOLS LEGEND NOT TO SCALE J1 J2 J3 PROPOSED AGGREGATE BASE COURSE (SHOULDER) PROPOSED 8" AGGREGATE BASE COURSE PROPOSED 6" AGGREGATE BASE COURSE CL POINT GRADE 0202 GROUND EXISTING 2.5’5’5’ 6" 1 :1 2’ 08 -L2- 2 -L2- STA 57+44.67 TO 57+62.98 TYPICAL SECTION T C1 J1 -L2- STA 40+43.98 TO STA 57+44.67 -L1- STA 30+26.98 (END BOARDWALK) TO STA 35+53.17 -L1- STA 10+62.84 TO STA 28+93.95 (BEGIN BOARDWALK) SEE NOTE 4 SIDEWALK CONCRETE EXISTING REMOVE -L1-, -L2- EXISTING CURB & GUTTER 1 SIGN PLACEMENT DETAIL KIMLEY-HORN AND ASSOCIATES, INC. 5’ 50’ PAVEMENT MARKINGS DETAIL P2 PH SIGNING AND PAVEMENT MARKING NOTES: PAY ITEM NOTES (SIGNING): C. REMOVE AND STOCKPILE EXISTING SIGN(S). B. ERECT EXISTING SIGN ON STEEL "U" CHANNEL POST. A. REMOVE AND DISPOSE OF EXISTING "U" CHANNEL POST. PAVEMENT MARKING AND SIGNING DETAILS 5. VARIES TO 5’ WIDTH IN SELECT LOCATIONS (SEE CROSS SECTIONS). NATURAL GROUND (SEE CROSS SECTIONS). CONTINUING 0.02 FT/FT SHOULDER SLOPE UNTIL TIE-IN WITH 4. SLOPE SHOULDERS FOR POSITIVE DRAINAGE. OFTEN REQUIRES TRANSITIONS. (2% MAX SUPERELEVATION) 3. SEE PLAN SHEETS FOR MULTI-USE PATH SUPERELEVATION 2. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE NOTED. 1. SEE PLANS FOR SPECIFIC MULTI-USE PATH LOCATIONS. NOTES: 3:1 DIRECTED BY CITY. 6. RETAIN ALL OTHER EXISTING SIGNS NOT SHOWN ON SIGNING PLAN UNLESS OTHERWISE GOLDSBORO TO USE AT THEIR DISCRETION. 5. CONTRACTOR TO STOCKPILE ANY REMOVED SIGNS AND PARKING SIGNS FOR CITY OF 4. DO NOT PLACE PAVEMENT MARKINGS WITHIN CROSSWALKS UNLESS NOTED. WITH PROPOSED. 3. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS AND/OR SYMBOLS IN CONFLICT 2. CONTRACTOR SHALL TIE PROPOSED MARKINGS TO EXISTING MARKINGS. 1. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND/OR PAINT. C2 PROP. APPROX. 2.0" ASPHALT CONCRETE SURFACE COURSE, TYPE SF9.5A, AT AN AVERAGE RATE OF 220 LBS. PER SQ. YD. SEE NOTE 5 KIMLEY-HORN AND ASSOCIATES, INC. 4 J2 C2 HEAVY DUTY ASPHALT DETAIL 020202 POINT GRADE EXISTING GROUND ASPHALT, OR TIE TO SIDEWALK, GUTTER CURB & TRANSITION TOP OF CURB TO GUTTER ELEVATION KIMLEY-HORN AND ASSOCIATES, INC. PAN UP TO TOP OF CURB ELEVATION * FOR TIES TO SIDEWALK, TRANSITION GUTTER 6’ TRANSITION R=20’ 2’ FULL DEPTH ASPHALT C&G 20’ 3 CURB TRANSITION DETAIL 7" UM - THERMOPLASTIC 12" YIELD LINE TRIANGLE (90 MIL) UI - THERMOPLACTIC ALPHANUMERIC CHAR. (120 MIL) UD - THERMOPLASTIC COMBO. LEFT/STRAIGHT ARROW (90 MIL) UB - THERMOPLASTIC RIGHT TURN ARROW (90 MIL) TQ - THERMOPLASTIC WHITE CROSSWALK LINE (8" WHITE, 120 MIL) TE - THERMOPLASTIC WHITE SOLID LANE LINE (4", 120 MIL) T2 - THERMOPLASTIC WHITE STOP BAR (24" WHITE, 120 MIL) PH - YELLOW SINGLE CENTER LINE (4") P9 - 3FT.-9FT./SP YELLOW MINISKIP (4") P2 - WHITE STOP BAR (24") P9 THIS LINE GRADE TO GROUND EXISTING 11" T 6" D1E1 1 :1 (MAX) 023: 1 (M A X ) 3:1 (MAX) R1 18" MIN2’5.0’ C3 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0B, E1 AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. D1 TYPE 119.0B, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. IN EACH OF 2 LAYERS PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, C3 R1 PROPOSED 2’ CONCRETE CURB AND GUTTER 3 TYPICAL SECTION ASPHALT PAVEMENT SAWCUT EXIST -L1- STA 10+51.49 TO STA 10+90.32 VEH I C LES TU RN I N G 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ t y p .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 (EB-5508) NEW HOPE ROAD MULTI-USE PATH Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is 6 A B C EQ EQ EQ 1’ - 6’’ 4’ - 6’’ 1’ 4’’ A B C METAL HAND RAIL 1’ - 1.5’’ GRAVEL BASE 6’-6" FINISHED GRADE 8. ON CONCRETE SECTIONS OF TRAIL, INSTALL #4 BARS UP TO 1’ X 1’ SQUARE FOOTING 7. CONCRETE FOOTING TO BE 1’ X 1’ SQUARE 6. ALL WELDS TO BE GROUND SMOOTH TO THE TOUCH OR AS DIRECTED BY THE TOWN. 5. AFTER INSTALLATION PAINT ASSEMBLY WITH 1 COAT METAL PRIMER AND 2 COATS BROWN ALL WEATHER ENAMEL 4. ALL JOINTS TO HAVE A 1/2’’ FILLET WELD AT ALL JOINTS. 3. INSTALL NO CLOSER THAN 1’-6" FROM THE EDGE OF THE TRAIL 2. TYPE OF PIPE TO BE USED IS 1-5/8’’ MAX. O.D. STEEL PIPE 1. ALL CONCRETE TO BE 3500 P.S.I. COMPRESSIVE STRENGTH NOTES: CONCRETE FOOTING CD-3 FROM STA. 30+34 TO STA. 30+88 -L1- (RT) FROM STA. 30+34 TO STA. 30+61 -L1- (LT) FROM STA. 25+92 TO STA. 28+89 -L1- (LT) Fill Slope3:1 or Flatter b= 2.0 Ft. d= 1.0 Ft. Type of Liner= Class ’B’ Rip-Rap b DETAIL 2 Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 3: 1 3:1 D ( Not to Scale) STANDARD ’V’ DITCH FROM STA. 28+94 TO STA. 29+16 -L1- (RT) Min. D= 1.0 Ft. DETAIL 3 Ground Natural Ground Natural ( Not to Scale) TOE PROTECTION d FLATTER3:1 OR FROM STA. 33+90 TO STA. 34+60 -L1- (RT) FROM STA. 30+88 TO STA. 31+50 -L1- (RT) DETAIL 4 b b= 2.0 Ft. d= 1.0 Ft. Type of Liner= PSRM GROUND NATURAL SLOPE FILL NOT TO SCALECONSTRUCTION DETAILS ASSOCIATES, INC. KIMLEY-HORN AND AS SHOWN ON PLANS PROPOSED ASHPALT PATH D HI-VISIBILITY YELLOW STEEL BOX PAINT 2"x4"x1/4" CHANNEL D D D FOR ANCHOR BOLTS " STEEL BASE PLATE-DRILLED D BOLTS-D. 12" " DIA ANCHOR D CONCRETE FOOTING CAST IN PLACE D 2 .0 ’ D D 3 .0 ’ D D D 2 " D 1" DESIGN AS APPROVED BY THE CITY. * CONTRACTOR MAY PROVIDE ALTERNATE BOLLARD HINGED BOLLARD* 1" DIA STEEL ROD HINGE PIN HOLE, DRILLED FOR PADLOCK HASP " DIA STEEL ROD LOCKING LUG WELDED CAP D 2 " D D 2 " 4 " 2 " 2 " D D " 2"1" D 2"2" 2" 2" D 2 " D 1" D D D D 10 ’ 1’1’ MARKINGS DETAIL TYPICAL BOLLARD BOLLARD DD CL BOLLARD HINGED NO SCALE TYPICAL BOLLARD PLACEMENT AT ENTRANCE 5’D D 3 .0 ’ D M I N . D 5 BY THE CONTRACTOR. 3. BOLLARD AND SIGNS TO BE INSTALLED INTERSECTIONS IS A MINIMUM OF 5 FEET. 2. BOLLARD PLACEMENT OFFSET FROM BE REFLECTORIZED. 1. BOLLARD POSTS AT INTERSECTIONS TO BOLLARD NOTES: PH BOLLARD DETAILS 5’ ( Not to Scale) SPECIAL LATERAL ’V’ DITCH 3: 1 D FROM STA. 51+50 TO STA. 54+00 -L2- (LT) FROM STA. 48+00 TO STA. 51+25 -L2- (LT) FROM STA. 34+00 TO STA. 35+00 -L1- (RT) FROM STA. 26+00 TO STA. 28+94 -L1- (RT) FROM STA. 21+40 TO STA. 22+50 -L1- (RT) Min. D= 1.0 Ft. DETAIL 1 Ground Natural Flatter3:1 or Slope Fill 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ t y p .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 (EB-5508) NEW HOPE ROAD MULTI-USE PATH Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is 1C CURB RAMP NCDOT TYPE 3 NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES. 1. REFER TO ROADWAY STANDARD DRAWING NOTES: 1B CURB RAMP NCDOT MEDIAN ISLAND NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES. 1. REFER TO ROADWAY STANDARD DRAWING NOTES: CONCRETE ASPHALT PATH MULTI-USE (PLAN VIEW) 8’ DROP CURB CONCRETETRANSITION 6’ CURB TRANSITION 6’ CURB TO EXISTING CURB AND GUTTER TIE PROPOSED WHEELCHAIR RAMP EXPANSION JOINT SCORED CONTRACTION JOINT CURB AND RAMP TRANSITION TAPER FOR EXPANSION JOINT #848.05/#848.06 (CURB RAMP) APPLY. ALL REQUIREMENTS OF NCDOT STANDARD DRAWING SEE NOTE 2 "CONCRETE MULTI-USE PATH CURB RAMPS" "CONCRETE MULTI-USE PATH CURB RAMPS WITH DETECTABLE DOMES" AND PRICE PER EACH: 3. CONCRETE MULTI-USE PATH CURB RAMPS WILL BE PAID FOR AT THE CONTRACT UNIT AND NOTED ON THE PLANS. 2. DETECTABLE DOMES SHALL ONLY BE PROVIDED ON WHEEL CHAIR RAMPS AS SHOWN AND A 70% CONTRASTING COLOR TO THE SIDEWALK. 1. CONSTRUCT THE WALKING SURFACE OF THE DETECTABLE DOMES WITH SLIP RESISTANCE NOTES: RAMP CURB CONC. 2% MAX 8.33% MAX 8.33% MAX 8.33% TYP 6’ SEE PLANS VARIES 1A PATH CURB RAMP CONCRETE MULTI-USE ASSOCIATES, INC. KIMLEY-HORN AND CONSTRUCTION DETAILS CD-4 NOT TO SCALE 1D CUT THROUGH CURB RAMP NCDOT MEDIAN ISLAND WITH NUMBER 848.05 SHEET 3 OF 3 FOR ALL RAMP NOTES. 1. REFER TO ROADWAY STANDARD DRAWING NOTES: 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ t y p .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 (EB-5508) NEW HOPE ROAD MULTI-USE PATH Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is D E P A R TE N O F ANSPORTA T I O N T A E OF NORTH ROL N A W O R K Z O N E TRAFFIC CO N T R O L D IV ISION OF HI G H W A Y S T S C A I M T TR -Y- LINE STATIONARY SIGN DIRECTION OF TRAFFIC FLOW MAIN ROADWAY WORK ZONE LEGEND GENERAL NOTES CONSTRUCTION LIMITS LIMITS CONSTRUCTION LIMITS CONSTRUCTION -Y- LINES ROAD WORK END 48"X24" G20-2a 48"X24" G20-2a D E P T . O F T R A N S P O R T A T I O N D I V I S I O N O F H I G H WA Y S R A L E I G H , N . C . D E T A I L D R A WI N G F O R S T A T E O F N O R T H C A R O L I N A T WO - WA Y U N D I V I D E D WO R K Z O N E WA R N I N G S I G N S HIGHWAY WORK ZONE ROADWAYS INTERSECTING ALONG 2 WAY UNDIVIDED WORK ZONE (Y-LINES) SHEET 1 OF 1 X X X X AHEAD WORK ROAD ROAD WORK END WORK ROAD AHEAD END ROAD WORK END ROAD WORK AHEAD WORK ROAD AHEAD WORK ROAD 48"X24" G20-2a 48"x24" G20-2a TWO-WAY UNDIVIDED ** (L-LINES) SIGNS AS DETERMINED BY THE ENGINEER. - ** TWO-WAY UNDIVIDED ADVANCE WARNING SIGN CONFIGURATION MAY BE USED ON URBAN MULTI-LANE FACILITIES WHERE CONDITIONS LIMIT THE USE OF DUAL MOUNTED - DO NOT BACK BRACE SIGN SUPPORTS. - WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01. REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SPLICED POSTS. SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110. 3 LB STEEL U-CHANNEL POST ARE ALSO ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD POSTS, 3LB STEEL U-CHANNEL AND SECTION 1094-1(B), MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE - USE 3LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3LB STEEL U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION - ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. IS USED, SIGNS MAY BE PORTABLE MOUNTED. THIS SIGNING APPLICATION IS OPTIONAL; MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING APPLICATION - SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, - DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK. - USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED WORK ZONE SIGNS. 48"X48" W20-1 48"X48" W20-1 48"X48" W20-1 48"X48" W20-1 (M.P.H.) POSTED SPEED LIMIT SIGN SPACING MINIMUM RECOMMENDED X > 55 < 50 500’ 1000’ X X SEAL APPROVED:DATE: WORK ZONE WARNING SIGNS UNDIVIDED AND URBAN FREEWAYS DETAIL DRAWING FOR TWO-WAY NOT TO SCALE GENERAL NOTES TRAFFIC CONTROL NOTES AND DETAILS TRAFFIC CONTROL CD-5 THE "TEMPORARY TRAFFIC CONTROL" PAY ITEM. S) ALL ITEMS DESCRIBED ABOVE AND IN THE TRAFFIC CONTROL DETAILS ARE CONSIDERED INCIDENTAL TO THE PROJECT. R) INSTALL TYPE III BARRICADE WITH "TRAIL CLOSED" SIGN (R11-2, 48" X 30") AT BOTH ENDS OF Q) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION. MISCELLANEOUS WORK AREA. MOUNT "SIDEWALK CLOSED" SIGNS ON EACH BARRICADE. PLACE A BARRICADE AT ALL APPROACHES TO THE CURRENT P) WHEN CONSTRUCTING NEW SIDEWALK OR MULTI-USE PATH, CLOSE EXISTING WALK WITH TYPE II BARRICADES, FENCING, AND SIGNAGE. O) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS, PEDESTRIAN AND BICYCLIST SAFETY N) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY’S OPERATION. M) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. DATED JANUARY 2012 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS. L) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES AND ROADWAYS AS SHOWN IN THE PLANS. K) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE OF THE MULTI-USE PATH PAVEMENT MARKINGS AND MARKERS CLOSURES ARE NOT IN EFFECT. EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE J) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), TRAFFIC CONTROL DEVICES ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER. WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE SIGNING BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS: H) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO PAVEMENT EDGE DROP OFF REQUIREMENTS A TWO-LANE, TWO-WAY ROAD. G) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL. AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY BY BARRIER OR GUARDRAIL. NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER. D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE LANE AND SHOULDER CLOSURE REQUIREMENTS C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES WITHIN THE PROJECT LIMITS. FROM 4 PM TO 7 PM B) DO NOT STOP TRAFFIC WITHIN THE PROJECT LIMITS FROM MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND MONDAY THROUGH FRIDAY FROM 6 AM TO 9 AM AND FROM 4 PM TO 7 PM A) DO NOT CLOSE OR NARROW TRAVEL LANES ON ANY OF THE ROADWAYS WITHIN THE PROJECT LIMITS FROM TIME RESTRICTIONS WHEN OTHERWISE NOTED IN THE PLANS, OR DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT REMOVAL OF DEVICES. UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE ADAPT THE CONSTRUCTION PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE W V S IG N BOLLARDS 16" D.I. WATER 1 6 " D . I. W A T E R (60’ PUBLIC R/W) (SR 1003) NEW HOPE ROAD ( S R 1 5 7 0 ) H A R E R O A D EXIST 20’ UTILITY AND MULTI-USE EASEMENT 1 STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 0 0 HORIZ VERT 2010 42 3 / 4 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 1.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-1 N A D 8 3 DRAINAGE PLAN MULTI-USE PATH AND M A T C H LI N E - L 1- S T A 1 5 + 2 5 ( S E E S H E E T C- 2 ) 10 11 12 13 14 15 112 116 120 124 128 132 136 136 132 128 124 120 116 112 DRAINGRADE TO INV = 120.2 ELBOWS18" CSP W/12 LF - EST 23 SY GEO EST 10 TONS OUTLET PROTECTION CLASS ’B’ RIP RAP ELEV = 124.31’ -L1- STA 10+62.84 BEGIN GRADE GROUND EXISTING GRADE PROPOSED PI = 10+72.84 EL = 124.34’ (+)0.3000%(-)2 .9200% (-)0.3128% (-)0.3128% PI = 11+04.00 EL = 123.43’ K = 15 VC = 40’ K = 6 VC = 20’PI = 15+10.00 EL = 122.16’ VC = 70’ K = 25 BEGIN CONSTRUCTION -L1- STA. 10+04.58 BEGIN PROJECT EB-5508 TIE TO EXIST CURB FIRE HYDRANT RETAIN EXIST "ENTRANCE" SIGN REMOVE EXIST 7’R 2’ GRAVEL SHOULDERS MULTI-USE PATH WITH 10’ WIDE ASPHALT -L1- EASEMENT (TYP) CONSTRUCTION TEMPORARY CURB RAMP PER DETAIL 1A/CD-4 CONSTRUCT MULTI-USE PATH 0 2 F F C F C F C F F F F F F -L1- PRC Sta. 11+45.39 -L1- PRC Sta. 11+15.72 -L1- PC Sta. 10+61.68 -L1- POT Sta. 10+00.00 PI Sta 11+30.67 L = 29.67’ D -L1- PI Sta 10+89.38 D L = 54.04’ T = 27.70’ R = 100.00’ D T = 14.94’ R = 100.00’ CURB TRANSITION SEE DETAIL 3/CD-2 FOR 1 5 + 0 0 STOP VEHICLES MOTOR NO 24" X 24" W5-3 -L1- STA 10+68 RT T YP POLE AND GUY WIRES RETAIN EXIST POWER 20’R P2 PH 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL -L1- STA 10+62.84 BEGIN GRADE TQ TQ 10 + 0 0 18" X 18" R1-1 -L1- STA 10+68 LT T Y P 0 2 PI Sta 14+07.84 L = 510.83’ T = 262.45’ R = 903.00’ PAVEMENT MARKINGS REMOVE CONFLICTING T2 UB UD YIELD TO VEHICLES TURNING -L1- STA 10+98 RT 30" X 30" R10-15R -L1- STA 10+33 RT 18" X 30" R4-7C P9 P9 PROP 12 LF 6" X 12" CURB 4" B25.0B 3" S9.5B, 4" I19.0B, AND PROP ASPHALT PATCH PROP 53 LF OF 2’ C&G (SURFACE MOUNTED) 9 SY MONO ISLAND REPLACE WITH PROP AND BOLLARDS REMOVE EXISTING ISLAND LOCATION RESET IN EXISTING SEE NOTES A&B/CD-2 EXIST STREET SIGNS IN RAMP AREA ENSURE POSITIVE DRAINAGE LANDSCAPED ISLAND LEFT TO 6" CURB TO MAINTAIN EXIST REPLACE MONOLITHIC ISLAND ON SEE DETAIL 1D/CD-4 AND DETECTABLE WARNING DOMES MEDIAN ISLAND WITH CUT THROUGH W V W V WV E X . 3 0 " R C P C U L V E R T E X. 24" R C P F L O W INV.(OUT)=119.05 INV.=117.84 FO BOXFO BOX 16" D.I. WATER E X IS T . 1 2 " D IP S A N . S E W E R EXIST. 12" PVC SAN. SEWER INV=101.20 TOP=122.59 S/S MH INV=97.22 TOP=122.06 S/S MH (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) N E W H A R E D R I V E P.C. "M" SLIDE 53-J CITY OF GOLDSBORO EXIST UTILITY EASEMENT FOR STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE 1 P.C. "G" PG. 210 D.B. 1616, PG. 494 0 0 HORIZ VERT 2010 42 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 2 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-2 N A D 8 3 DRAINAGE PLAN MULTI-USE PATH AND MA T C H LIN E - L1- S T A 15 + 2 5 (S E E S H E E T C - 1) M A T C H L I N E - L 1- S T A 2 0 + 7 5 ( S E E S H E E T C - 3 ) 112 116 120 124 128 132 108 16 17 18 19 20 132 128 124 120 116 112 108 R E T A IN SYSTEM RETAIN EXISTING POSITIVE DRAINAGE 45 LF TO ACHIEVE DITCH APPROXIMATELY CLEAN OUT EXISTING NCDOT STD. 838.01 ENDWALL INV OUT (S) = 117.84 INV IN (E) = 118.8 INV IN (W) = 119.1 INV IN (N) = 117.84 TOP = 122.9 NCDOT STD. 840.31 AND 840.54 TO EXIST 30" RCP TIE PROP JB W/ MH DRAIN GRADE TO INV = 120.2 ELBOWS 18" CSP W/ 12 LF - INV = 120.7 W/ ELBOWS 12 LF - 15" CSP (SEE CROSS SECTIONS) FROM STA 15+50 TO 15+78 -L1- (RT) AND ROADWAY SHOULDER BETWEEN PATH SHOULDER FILL IN EXISTING HOLE INV OUT = 117.7 24 LF - 30" RCP-III EST 23 SY GEO EST 10 TONS OUTLET PROTECTION CLASS ’B’ RIP RAP GROUND EXISTING GRADE PROPOSED (+)2.4364%(-)3 .0000% (-)0.3151% (-)0.8435% (-)0.8435% (-)2.3672% PI = 15+65.00 EL = 123.50’ VC = 40’ K = 7 PI = 16+10.00 EL = 122.15’ VC = 50’ K = 19 PI = 16+83.00 EL = 121.92’ VC = 90’ K = 171 PI = 19+77.00 EL = 119.44’ VC = 60’ K = 39 ELEV = 117.77’ STA 15+64.08 PROP 30" RCP AND WATER VALVES RETAIN EXIST FIRE HYDRANT 2’ GRAVEL SHOULDERS MULTI-USE PATH WITH 10’ WIDE ASPHALT EASEMENT (TYP) CONSTRUCTION TEMPORARY 2 0 + 0 0 F C F F C F F F F C C C C F C C C C -L1- PT Sta. 19+36.07 -L1- PRC Sta. 19+13.75 -L1- PC Sta. 18+69.09 -L1- PRC Sta. 18+91.42 -L1- -L1- PT Sta. 16+56.22 PI Sta 14+07.84 D L = 510.83’ T = 262.45’ R = 903.00’ PI Sta 18+80.26 D L = 22.33’ T = 11.18’ R = 200.00’ PI Sta 19+02.63 D L = 22.33’ T = 11.21’ R = 100.00’ PI Sta 19+24.92 D L = 22.33’ T = 11.18’ R = 200.00’ -L1- -L1- POWER POLE RETAIN EXIST POWER POLE RETAIN EXIST RIM ELEV = 122.08’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE RETAIN EXIST TWC BOX RETAIN EXIST AT&T MARKER (BY OTHERS) MARKER RELOCATE AT&T MANHOLE SANITARY SEWER RETAIN EXIST 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL T YP 0 2 T YP 0 2 P9P9 2" SF9.5A, 8" ABC. SEE DETAIL 4/CD-2 -L1- STA 16+37.17 TO 16+77.17 PROPOSED HEAVY DUTY ASPHALT W V E X. 3 6 " R C P F L O W INV.=104.56 INV.=103.13 FO BOX WOODS 16" D.I. WATER EXIST. 12" PVC SAN. SEWER EXIST. 12" PVC SAN. SEWER INV=94.26 TOP=114.89 S/S MH INV=92.59 TOP=104.30 S/S MH (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 53-J CITY OF GOLDSBORO EXIST UTILITY EASEMENT FOR STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 1 0 0 HORIZ VERT 2010 42 3 / 4 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 3 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-3 N A D 8 3 DRAINAGE PLAN MULTI-USE PATH AND M A T C H L IN E - L 1- S T A 2 0 + 7 5 (S E E S H E E T C - 2 ) M A T C H L I N E - L 1- S T A 2 6 + 5 0 ( S E E S H E E T C - 4 ) 120 116 112 108 104 100 21 22 23 24 25 26 96 120 116 112 108 104 100 96 R E T AI N INV = 109.8 28 LF - 18" RCP-III INV OUT (N) = 104.56 INV IN (N) = 104.56 TOP = 114.7 NCDOT STD. 840.31 AND 840.54 TO EXIST 36" RCP TIE PROP JB W/ MH 24 LF - 36" RCP-III INV OUT (W) = 105.3 INV IN (S) = 105.3 INV IN (E) = 109.0 TOP = 115.0 NCDOT STD. 840.31 AND 840.54 PROP JB W/ MH INV = 106.0 36 LF - 36" RCP-III NCDOT STD. 838.01 ENDWALL INTO EXISTING TIE PROPOSED DITCH (SEE CROSS SECTIONS) FROM STA 21+40 TO 22+19 -L1- (RT) RE-ESTABLISH 6 LF ROADWAY SHOULDER DETAIL 2/SHEET CD-3 EST 200 SY GEO EST 90 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH GROUND EXISTING GRADE PROPOSED (-)1.0662% (- )4 .005 7% (- )4 .005 7% PI = 24+26.00 EL = 112.35’ VC = 60’ K = 20 PI = 26+00.00 EL = 105.38’ VC = 80’ K = 31 (-)2.3672% (-)1.0662% PI = 21+54.00 EL = 115.25’ VC = 60’ K = 46 ELEV = 105.42’ STA 21+61.40 PROP 36" RCP ELEV = 110.54 -L1- STA 22+50 DITCH GRADE RT END SPECIAL ELEV = 113.19 -L1- STA 21+40 DITCH GRADE RT BEGIN SPECIAL (-)1.63% E L E V = 112 .2 1 - L 1- S T A 2 2 + 0 0 E L E V = 111.3 8 - L 1- S T A 2 2 + 19 (-)4 .3 7% ELEV = 103.64 -L1- STA 26+00 DITCH GRADE RT BEGIN SPECIAL (-)0.26% ELEV = 103.51 -L1- STA 26+50 (-)1.4644% (-)2 .71% GROUND EXISTING PI Sta 22+47.63 D L = 283.59’ T = 141.85’ R = 4,000.00’ PI Sta 25+89.47 D L = 27.12’ T = 13.80’ R = 60.00’ PI Sta 26+19.60 D L = 32.76’ T = 16.80’ R = 60.00’ -L1- PT Sta. 23+89.37 -L1- PC Sta. 21+05.78 -L1- PRC Sta. 26+02.80 -L1- PC Sta. 25+75.67 -L1- PCC Sta. 26+35.56 -L1- METAL BOLLARD REMOVE EXIST RIM ELEV = 112.75’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE RIM ELEV = 105.36’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE -L1- RETAIN TWC BOX 2’ GRAVEL SHOULDERS MULTI-USE PATH WITH 10’ WIDE ASPHALT EASEMENT (TYP) CONSTRUCTION TEMPORARY FIRE HYDRANT RETAIN EXIST 2 5 + 0 0 0 0 F C F F F F F C C C F C C F F C C F 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL + 8 5 .5 6 0 2 + 9 8 .0 6 0 1 TREE REMOVE EXIST F 21+73 (LT) -L1- STA 21+33 TO SEE DETAIL 6/CD-3 PROP METAL HANDRAIL T YP 0 2 0 20 1 P9 P9 WOODS SWAMP WOODS SWAMP FO BOX BOX CULVERT 7’x6’ DOUBLE CELL INV/CULVERT=93.19’ TOP HD/WALL=100.98’ WOODS R E E D Y B R A N C H 16" D.I. WATER 16" D.I. WATER EX. 18" PVC SAN. SEWER E X I S T . 2 4 " S A N . S E W E R E X I S T . 2 4 " P V C S A N . S E W E R EXIST. 12" SAN. SEWER EXIST. 12" PVC SAN. SEWER INV OUT=99.39 INV IN=101.46 TOP=114.92 S/S MH INV=89.20 TOP=99.50 S/S MH INV OUT=86.11 INV IN (N, E)=86.86 INV IN (W)=87.42 TOP=101.38 S/S MH IPF (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 82-D EXIST 20’ UTILITY EASEMENT P.C. "M" SLIDE 39-B EXIST PERMANENT UTILITY EASEMENT P.C. "M" SLIDE 99-J EXIST UTILITY AND MULTI-USE EASEMENT P.C. "M" SLIDE 99-J EXIST UTILITY AND MULTI-USE EASEMENT 1 STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 1 STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1503, PG. 821 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1503, PG. 821 0 0 HORIZ VERT 2010 42 3 / 4 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 4 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-4 N A D 8 3 DRAINAGE PLAN MULTI-USE PATH AND M A T C H L IN E - L 1- S T A 2 6 + 5 0 ( S E E S H E E T C - 3 ) M A T C H L IN E - L 1- S T A 3 2 + 2 5 (S E E S H E E T C - 5 ) 114 110 106 90 102 27 28 29 30 31 32 98 94 90 94 98 102 106 110 114 (STRUCTURES PAY ITEM) CLASS II RIP RAP TO ELEV. 101.1 (STRUCTURES PAY ITEM) CLASS II RIP RAP TO ELEV. 101.1 FLOODPLAIN 500 YR FEMA FLOODPLAIN 100 YR FEMA FEMA FLOODWAY FEMA FLOODWAY FLOODPLAIN 500 YR FEMA FLOODPLAIN 100 YR FEMA DETAIL 2/SHEET CD-3 EST 35 SY GEO EST 15 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 2/SHEET CD-3 EST 20 SY GEO EST 10 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 3/SHEET CD-3 STANDARD ’V’ DITCH DETAIL 2/SHEET CD-3 EST 200 SY GEO EST 90 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH SHEET CD-3 DETAIL 4/ EST 40 SY PSRM TOE PROTECTION PI = 29+79.34 EL = 103.33’ PI = 29+88.87 EL = 103.33’ (+)0.0000% (-)0.5735% PI = 30+90.00 EL = 102.75’ (+)7.5082%VC = 115’ K = 14 GRADE PROPOSED (+)0.3053% PI = 28+39.00 EL = 101.88’ PI = 28+84.00 EL = 102.94’ (+)2.3556% PI = 29+03.95 EL = 103.10’ (+)0.8020% VC = 20’ K = 13 (-)1.4644% VC = 70’ K = 18 (-)1.4644% ELEV = 103.31 -L1- STA 29+73.95 END BRIDGE ELEV = 103.10 -L1- STA 29+03.95 BEGIN BRIDGE ELEV = 103.11 -L1- STA 30+26.98 END BOARDWALK ELEV = 103.02 -L1- STA 28+93.95 BEGIN BOARDWALK ELEV = 99.00 -L1- STA 29+16 DITCH GRADE RT END SPECIAL (-)1.45% E L E V = 10 1.3 3 - L 1- S T A 2 8 + 0 0 (-)2.00%ELEV = 103.51 -L1- STA 26+50 GROUND EXISTING PI Sta 26+92.59 D L = 114.02’ T = 57.03’ R = 1,800.00’ PI Sta 28+46.63 D L = 31.85’ T = 16.31’ R = 60.00’ PI Sta 28+78.44 D L = 31.78’ T = 16.27’ R = 60.00’ PI Sta 30+05.13 D L = 50.47’ T = 25.78’ R = 100.00’ PI Sta 30+87.75 D L = 112.79’ T = 57.94’ R = 200.00’ -L1- PT Sta. 27+49.58 -L1- PRC Sta. 28+62.17 -L1- PC Sta. 28+30.32 -L1- PC Sta. 29+79.34 -L1- PRC Sta. 30+29.81 -L1- PT Sta. 28+93.95 -L1- PT Sta. 31+42.60 -L1- -L1- -L1- -L1- 2’ GRAVEL SHOULDERS MULTI-USE PATH WITH 10’ WIDE ASPHALT RIM ELEV = 112.64’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE EASEMENT (TYP) CONSTRUCTION TEMPORARY 3 0 + 0 0 0 0 0 0 F F F F F F F F F F F C C MANHOLE SANITARY SEWER RETAIN EXIST MANHOLE SANITARY SEWER RETAIN EXIST SEE STRUCTURE PLANS -L1- STA 30+26.98 END 10’ WIDE BOARDWALK AND GUY WIRE POWER POLE RETAIN EXIST AND GUY WIRE POWER POLE RETAIN EXIST TWC BOX RETAIN EXIST S LI P P E R Y W H E N W E T S L I P P E R Y W H E N W E T T YP 0 2 + 7 6 . 9 8 0 2 + 5 1. 9 8 0 1 + 4 4 0 2 + 6 9 0 1 1/CD-2 SEE DETAIL T YP 0 2 1/CD-2 SEE DETAIL -L1- STA 28+85 RT 12" X 9" W8-10P 18" X 18" W8-10 12" X 9" W8-10P -L1- STA 30+37 LT 18" X 18" W8-10 -L1- STA 29+73.95 END BRIDGE SEE STRUCTURES PLANS & DETAILS PEDESTRIAN BRIDGE PREFABRICATED STEEL PROPOSED 10’ WIDE -L1- STA 29+03.95 BEGIN BRIDGE SEE STRUCTURE PLANS -L1- STA 28+93.95 BEGIN 10’ WIDE BOARDWALK SEE DETAIL 5/CD-3 PROP HINGED BOLLARD P9 P9 SEE DETAIL 5/CD-3 PROP HINGED BOLLARD PKNF W V WV S IG N 3 6 "S D 3 6 "S D 3 6 "S D 3 6 "S D 18" RCP CBL BOXATT BOX WOODS WOODS WOODS CBL BOX STOP STOP 16" WATER EX. 18" PVC SAN. SEWER W V P O WE R U N DE R G R O U N D SANITARY DISTRICT) (FORK TOWNSHIP 6" WATER ATT BOX CBL BOX CBL BOX EX. 18" DIP SAN. SEWER INV=107.18 TOP=121.94 S/S MH INV OUT=103.58 INV IN=105.52 TOP=118.11 S/S MH (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) C A S S E D A L E D R I V E P. C. "M " S L I D E 82- D E X I S T 25’ P E R M A N E N T U T I L I T Y E A S E M E N T P.C. "M" SLIDE 82-D EXIST 20’ UTILITY EASEMENT 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1503, PG. 821 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1893, PG. 173 0 0 HORIZ VERT 2010 42 3 / 3 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 5 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-5 N A D 8 3 DRAINAGE PLAN MULTI-USE PATH AND M A T C H L I N E - L 1- S T A 3 2 + 2 5 ( S E E S H E E T C - 4 ) MAT CH LINE - L2 - S T A 4 2 + 0 0 (S E E S H E E T C- 6 ) 128 124 120 116 33 34 35 40 41 42 112 108 104 128 124 120 116 112 108 104 INTO EXISTING TIE PROPOSED DITCH DETAIL 4/SHEET CD-3 EST 50 SY PSRM TOE PROTECTION DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH RETAIN EXISTING SYSTEM PI = 32+73.00 EL = 116.49’ (-)2.2486% VC = 70’ K = 7 PI = 34+50.00 EL = 112.51’ (+)7.0323% VC = 160’ K = 17 PI = 35+43.00 EL = 119.05’ (-)1.9666% K = 2 VC = 20’ GROUND EXISTING GRADE PROPOSED ELEV = 118.85’ -L1- STA 35+53.17 END GRADE (+)7.5082% ELEV = 112.90 -L1- STA 34+00 DITCH GRADE RT BEGIN SPECIAL ELEV = 114.93 -L1- STA 35+00 DITCH GRADE RT END SPECIAL (+)2.03% PI = 40+84.00 EL = 122.13’ (+)7.9940% VC = 50’ PI = 41+86.00 EL = 123.85’ (+)1.6863% VC = 30’ K = 8 K = 12 ELEV = 118.93 -L2- STA 40+43.98 BEGIN GRADE STA 40+42.22 EXIST 36" RCP PI Sta 33+87.28 D L = 144.64’ T = 72.67’ R = 600.00’ PI Sta 34+85.07 D L = 48.77’ T = 25.82’ R = 60.00’ PI Sta 35+30.70 D L = 43.37’ T = 22.68’ R = 60.00’ PI Sta 40+88.91 D L = 55.61’ T = 44.94’ R = 27.00’ PI Sta 41+28.29 D L = 57.16’ T = 28.70’ R = 250.00’ -L1- PC Sta. 33+14.61 -L1- PRC Sta. 34+59.25 -L1- PT Sta. 35+51.38 -L1- PRC Sta. 35+08.02 -L2- POT Sta. 40+00.00 -L1- POT Sta. 35+96.07 -L2- PI Sta. 40+35.98 -L2- PRC Sta. 40+99.58 -L2- PC Sta. 40+43.98 -L2- PT Sta. 41+56.74 -L1--L2- -L1- -L1- -L2- 2’ GRAVEL SHOULDERS MULTI-USE PATH WITH 10’ WIDE ASPHALT EASEMENT (TYP) CONSTRUCTION TEMPORARY RIM ELEV = 121.02’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE 3 5 + 0 0 0 0 02 0 0 C C C F F C F F C F C F F F C C F F F C C C RIM ELEV = 118.62’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE CABLE BOX RETAIN EXIST AT&T BOX RETAIN EXIST CABLE BOX 6" CURB TO MANTAIN EXIST REPLACE RIGHT FLARE WITH CURB RAMP PER DETAIL 1A/CD-4 CONSTRUCT MULTI-USE PATH + 7 1.7 8 7.7 8’ R=25’ CURVE WIDENING CURB RAMP PER DETAIL 1B/CD-4 CONSTRUCT MULTI-USE PATH CURB RAMP PER DETAIL 1C/CD-4 CONSTRUCT MULTI-USE PATH STOP VEHICLES MO TOR NO STOP 24" X 24" W5-3 -L1- STA 35+48 LT VEHICLES MO TO R NO -L2- STA 40+36 RT 24" X 24" W5-3 P2 0 .0 7 + 10.6 7 0 1 + 8 5 . 6 7 0 2 T YP 0 2 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL PH 1/CD-2 SEE DETAILPH P2 01 + 8 8 .9 8 0 1 + 03.98 02 T YP 0 2TQ TQ -L1- STA 35+53.17 END GRADE -L2- STA 40+43.98 BEGIN GRADE 18" X 18" R1-1 -L2- STA 40+49 LT 18" X 18" R1-1 -L1- STA 25+48 RT STOP PAVEMENT MARKINGS REMOVE CONFLICTING SEE NOTES A &B/CD-2 STREET SIGN EXIST DIVIDED UI STOP UM UI TE T2T2 YIELD TO VEHICLES TURNING -L1- STA 35+53 LT -L2- STA 40+36 RT 30" X 30" R10-15R TO HERE YIELD HERE TO YIELD36" X 36" R1-5L -L1- STA 35+87 LT 36" X 36" R1-5R STA 35+41 RT RELOCATE TO -L1- SEE NOTES A&B/CD-2 EXIST STOP SIGN P9 P9 P9 FIRE HYDRANT EXISTRELOCATE W V E X. 3 0" R C P 16" WATER EX. 18" PVC SAN. SEWER EX. 18" PVC SAN. SEWER RWM RWM INV=107.71 TOP=123.80 S/S MH (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1893, PG. 173 0 0 HORIZ VERT 2010 42 3 / 4 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 6 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-6 N A D 83 DRAINAGE PLAN MULTI-USE PATH AND M A T C H L I N E - L 2 - S T A 4 2 + 0 0 ( S E E S H E E T C - 5 ) M A T C H L I N E - L 2 - S T A 4 7 + 5 0 ( S E E S H E E T C - 7 ) 136 132 128 124 120 116 112 42 43 44 136 132 128 124 120 116 112 45 46 47 R E T AI N GRADING IF NEEDED. STAKE OF PATH TO ROADSIDE DITCH AND PROVIDE MINOR CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM SLOPE FROM STA. 42+90 TO 55+00 -L2- (RT) DITCH AS MUCH AS POSSIBLE TO AVOID UTILITY CONFLICTS. POSITIVE FLOW. MAINTAIN EXISTING LOW ELEVATION IN CLEAN OUT VEGETATION IN EXISTING DITCH TO PROMOTE (-)0.7388% PI = 43+20.00 EL = 122.86’ (-)0.3048% VC = 40’ PI = 44+25.00 EL = 122.54’ (+)0.5000% VC = 40’ PI = 45+27.00 EL = 123.05’ VC = 40’ PI = 46+07.00 EL = 122.81’ (-)0.3000% VC = 40’ (+)0.3000% K = 92 K = 50 K = 50 K = 67 GRADE PROPOSED GROUND EXISTING PI = 47+47.00 EL = 123.23’ VC = 40’ K = 24 PI Sta 45+59.08 D L = 40.84’ T = 20.42’ R = 750.00’ PI Sta 45+95.14 D L = 31.27’ T = 15.64’ R = 750.00’ -L2- PC Sta. 45+38.66 -L2- PRC Sta. 45+79.50 -L2- PT Sta. 46+10.77 -L2- -L2- 2’ GRAVEL SHOULDERS MULTI-USE PATH WITH 10’ WIDE ASPHALT EASEMENT (TYP) CONSTRUCTION TEMPORARY RIM ELEV = 122.92’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE HYDRANT AND WATER VALVE RETAIN EXIST FIRE 4 5 + 0 0 C C C C C C C C F C C F F F F AT&T MARKER RETAIN EXIST T YP 0 2 1/CD-2 SEE DETAIL T YP 0 2 P9 W V 15" RCP18"RCP F/O BOX EX. 18" PVC SAN. SEWER F/O BOX INV=108.13 TOP=123.13 S/S MH IPF (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1893, PG. 173 3 D.B. 1892, PG. 813 CITY OF GOLDSBORO 0 0 HORIZ VERT 2010 42 3 / 4 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 7 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-7 N A D 83 DRAINAGE PLAN MULTI-USE PATH AND M A T C H L I N E - L 2 - S T A 4 7 + 5 0 ( S E E S H E E T C - 6 ) M A T C H L I N E - L 2 - S T A 5 3 + 0 0 ( S E E S H E E T C - 8 ) 136 132 128 124 120 116 112 48 49 50 51 52 53 136 132 128 124 120 116 112 GRADING IF NEEDED. STAKE OF PATH TO ROADSIDE DITCH AND PROVIDE MINOR CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM SLOPE FROM STA. 42+90 TO 55+00 -L2- (RT) DITCH AS MUCH AS POSSIBLE TO AVOID UTILITY CONFLICTS. POSITIVE FLOW. MAINTAIN EXISTING LOW ELEVATION IN CLEAN OUT VEGETATION IN EXISTING DITCH TO PROMOTE DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH INV OUT = 121.5 INV IN = 121.7 40 LF - 15" RCP-IV INV OUT = 121.4 INV IN = 121.6 36 LF - 15" RCP-IV GROUND EXISTING GRADE PROPOSED ELEV = 121.60 -L2- STA 48+00 DITCH GRADE LT BEGIN SPECIAL ELEV = 122.58 -L2- STA 51+25 DITCH GRADE LT END SPECIAL (+)0.30% ELEV = 121.70 -L2- STA 51+50 DITCH GRADE LT BEGIN SPECIAL (+)0.30% PI = 48+00.00 EL = 124.29’ (+)2.0000%(-)0.8400% VC = 50’ K = 18 PI = 49+75.00 EL = 122.82’ (-)0.8400% VC = 40’ K = 24 PI = 51+50.00 EL = 124.30’ (+)0.8457% VC = 40’ K = 22 PI = 52+89.00 EL = 122.91’ (-)1.0000% VC = 100’ K = 71 ELEV = 121.52’ STA 47+95.47 PROP 15" RCP ELEV = 121.62’ STA 51+45.47 PROP 15" RCP -L2- 5 0 + 0 0 F F F F F F F F F F F F C RIM ELEV = 123.23’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE AT&T BOX RETAIN EXIST AT&T MARKER RETAIN EXIST HYDRANT AND WATER VALVE RETAIN EXIST FIRE 2’ GRAVEL SHOULDERS MULTI-USE PATH WITH 10’ WIDE ASPHALT 1/CD-2 SEE DETAIL T YP 0 2 1/CD-2 SEE DETAIL T YP 0 2 EASEMENT (TYP) CONSTRUCTION TEMPORARY EASEMENT (TYP) DRAINAGE PERMANENT P9 P9 EASEMENT (TYP) DRAINAGE PERMANENT WVWV WV 15"RCP 15" RCP WOODS 34" OAK CBL BOX 12" WATER 16" WATER EX. 18" PVC SAN. SEWER 16" WATER SANITARY DISTRICT) (FORK TOWNSHIP 6" WATER CBL BOX E X . 1 5 " P V C S A N . S E W E R INV OUT=109.10 INV IN=109.13 TOP=127.47 S/S MH INV=108.56 TOP=123.68 S/S MH (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) ( 8 0 ’ P U B L I C R / W ) ( S R 1 5 5 6 ) W A Y N E M E M O R I A L D R I V E EASEMENT AREA EXIST PERMANENT UTILITY P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT RAY OF HOPE CHURCH 3 D.B. 1892, PG. 813 CITY OF GOLDSBORO 0 0 HORIZ VERT 2010 42 3 / 5 / 2 0 15 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ N e w H o p e R d _ r d y _ p s h 0 8 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH C-8 N A D 83 DRAINAGE PLAN MULTI-USE PATH AND M A T C H L I N E - L 2 - S T A 5 3 + 0 0 ( S E E S H E E T C - 7 ) 136 132 128 124 120 116 112 53 54 55 56 57 58 136 132 128 124 120 116 112 GRADING IF NEEDED. STAKE OF PATH TO ROADSIDE DITCH AND PROVIDE MINOR CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM SLOPE FROM STA. 42+90 TO 55+00 -L2- (RT) DITCH AS MUCH AS POSSIBLE TO AVOID UTILITY CONFLICTS. POSITIVE FLOW. MAINTAIN EXISTING LOW ELEVATION IN CLEAN OUT VEGETATION IN EXISTING DITCH TO PROMOTE DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH GROUND EXISTING GRADE PROPOSED ELEV = 128.00’ -L2- STA 57+62.98 END GRADE ELEV = 122.45 -L2- STA 54+00 DITCH GRADE LT END SPECIAL (+)0.30% (+)0.3992% PI = 55+27.00 EL = 123.86’ VC = 100’ K = 56 PI = 56+60.00 EL = 126.78’ (+)2.1955% VC = 30’ K = 30 (+)1.1847% 5 ’ W I D E S I D E W A L K PI Sta 54+60.84 D L = 91.86’ T = 45.99’ R = 750.00’ PI Sta 55+84.64 D L = 155.30’ T = 77.93’ R = 750.00’ PI Sta 56+99.81 D L = 74.73’ T = 37.81’ R = 200.00’ PI Sta 58+05.38 D L = 89.15’ T = 68.64’ R = 45.00’ -L2- PC Sta. 54+14.85 -L2- PRC Sta. 55+06.71 -L2- PCC Sta. 56+62.01 -L2- PRC Sta. 57+36.74 -L2- PT Sta. 58+25.88 -L2- EASEMENT (TYP) CONSTRUCTION TEMPORARY 5 5 + 0 0 0 0 0 1 0 2 0 0 0 1 0 2 C F F C F F F F F F F RIM ELEV = 123.17’ CAST INTO A FLAT TOP SECTION. GRADE. MANHOLE FRAME SHALL BE AND COVER FLUSH WITH PROPOSED AND WATERTIGHT MANHOLE FRAME AND REPLACE WITH A FLAT TOP LID EXISTING ECCENTRIC CONE SECTION RETAIN EXIST SS MANHOLE. REMOVE AND GUY WIRE POWER POLE RETAIN EXIST TREE RETAIN EXIST TREES RETAIN EXIST WATER VALVES RETAIN EXISTING AT&T MARKER RETAIN EXIST GUY WIRES SIGNAL POLE AND RETAIN EXIST 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAIL 1/CD-2 SEE DETAILPH T YP 0 2 + 0 0 0 2 + 2 5 0 1 + 0 0 0 2 + 150 1 END CONSTRUCTION TIE TO EXIST SIDEWALK -L2- STA. 58+04.85 END PROJECT EB-5508 PROPOSED CONSTRUCTION LIMITS REMOVE EXIST SIDEWALK WITHIN WITH 10’ RAMP WIDTH PER NCDOT STD. 848.06 CONSTRUCTION CURB RAMPS -L2- STA 57+62.98 END GRADE IN CONCRETE ENCASE COMPLETELY PROP GRADE BOX FLUSH WITH ADJUST AT&T CABLE P9 P9 EASEMENT (TYP) CONSTRUCTION TEMPORARY CMF REE D Y B RAN CH CMF K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ E C - 1A .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 5 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH (SR 1003)NEW HOPE ROAD C O M M U N I T Y C O L L E G E E N T R A N C E T O W A Y N E (SR 1570) H A RE RO A D R E E D Y B R A N C H N A D 83 EC-2 EC-3 EC-4 EC-5 EC-6 EC-7 EC-8 DENUDED AREAS 300150 EC-1A NARRATIVE PROJECT DENUDED AREAS DISTURBED AREAS NEW HOPE ROAD MULTI-USE PATH IMPERVIOUS AND PERVIOUS SURFACES IN ( S R 15 5 6 ) W A Y N E M E M O R IA L D R IV E PROPOSED PERVIOUS SURFACE = 2.53 AC PROPOSED IMPERVIOUS SURFACE = 0.98 AC vegetatively stabilized with grass and permanent plantings. during the construction of this project. Also, approximately 2.53 acres will be citizens at the Wayne Community College. Approximately 3.51 acres will be disturbed near Hare Road and the existing sidewalk on Wayne Memorial Drive and access to connectivity between the existing multi-use path at the Goldsboro Worship Center pedestrian use. It is being constructed by the City of Goldsboro to provide The New Hope Road Multi-Use Path is a linear multi-use path for bicycle and Project Description Total Disturbed Area (shaded) = 3.51 acres EC- 1 1.42 AC 0.49 AC 1.58 AC 0.02 AC (NoA, Ra, CrB2, CrC2, Js, KaD, NoB, Ex, Go, & Ly). The soil types throughout the project limits are mostly sandy loams Soils show signs of significant erosion soils. The fill slopes and drainage ditches around the project appear to be stable and do not by the Neuse Riparian Buffer and contains a 50-foot Riparian Buffer protection area. River thus no new drainage patterns will be introduced. The Neuse River is protected series of existing ditches and storm drain systems and eventually flows into the Neuse fully developed. Drainage from the project site sheet flows or makes its way through a bordered by moderate slopes. Land use along the project is undeveloped as well as The site is generally flat and contains one drainage way, Reedy Branch that is Site Description along the south side of New Hope Road to the intersection with Wayne Memorial Drive. project site begins at the intersection of New Hope Road and Hare Road continues west The New Hope Road Multi-Use Path is located in Wayne County, Goldsboro, NC. The W V 47 S IG N BOLLARDS 16" D.I. WATER 1 6 " D . I. W A T E R 125 125 125125 125 125 125 (60’ PUBLIC R/W) (SR 1003) NEW HOPE ROAD ( S R 1 5 7 0 ) H A R E R O A D EXIST 20’ UTILITY AND MULTI-USE EASEMENT 1 STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 1.d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-1 N A D 8 3 M A T C H LI N E - L 1- S T A 1 5 + 2 5 ( S E E S H E E T E C- 2 ) (APPLIES TO ALL SHEETS) LEGEND CONSTRUCTION LIMIT (LABELED ON PLANS) LIMITS OF DISTURBANCE C TPF PROPOSED CONTOUR EXISTING CONTOUR (SEE DETAIL SHEETS) STORM DRAIN INLET PROTECTION (SEE DETAIL SHEETS) WATTLE CHECK (NCDOT STD 1630.06) SPECIAL STILLING BASIN (SEE DETAIL SHEETS) TREE PROTECTION FENCE (SEE DETAIL SHEETS) TEMPORARY SILT FENCE TYPE A (SEE NCDOT STD 1633.01) TEMPORARY ROCK SILT CHECK DAM, ENTRANCE (SEE NCDOT STD 1607.01) TEMPORARY CONSTRUCTION (SEE DETAIL SHEETS) SILT FENCE OUTLET SPECIAL SEDIMENT CONTROL FENCE/ F TREE PROTECTION NOTES GENERAL NOTE NATURAL RESOURCES DIVISION OF WATER QUALITY. ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011 WITH THE REGULATIONS SET FORTH BY THE THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY TIMEFRAME EXCEPTIONS IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 7 DAYS FOR SLOPES GREATER THAN 50’ IN NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. LENGTH. NONE NONE 14 DAYS 14 DAYS 7 DAYS 7 DAYS 7 DAYS ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 SLOPES 3:1 OR FLATTER SLOPES STEEPER THAN 3:1 HIGH QUALITY WATER (HQW) ZONES PERIMETER DIKES, SWALES, DITCHES AND SLOPES GRAVEL SHALL BE CREATED TO PROTECT THE SOIL. THE ROAD BED MATERIAL SHALL BE REPLENISHED AS NECESSARY TO MAINTAIN A 6-INCH DEPTH. IF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED, A ROAD BED OF 6 INCHES OF MULCH OR 11. ANY ROOTS DAMAGED DURING GRADING OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW.10. CONSULTING ARBORIST. ANY GRADING, CONSTRUCTION, DEMOLITION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS MUST BE MONITORED BY THE 9. SO THAT APPROPRIATE TREATMENTS CAN BE APPLIED. IF INJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCTION, IT SHOULD BE EVALUATED AS SOON AS POSSIBLE BY THE CITY OR AUTHORIZED AGENT 8. USED ON SITE MUST BE TREE-SAFE AND NOT EASILY TRANSPORTED BY WATER. ANY HERBICIDES PLACED UNDER PAVING MATERIALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTICIDES 7. BY A QUALIFIED ARBORIST AND NOT BY CONSTRUCTION PERSONNEL. COORDINATE WITH CITY PRIOR TO PERFORMING ADDITIONAL TREE PRUNING REQUIRED FOR CLEARANCE DURING CONSTRUCTION MUST BE PERFORMED 6. NO MATERIALS, EQUIPMENT, SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOSITED, STORED, OR PARKED WITHIN THE TREE PROTECTION ZONE.5. THE PROTECTION AREA, THEY SHALL BE TUNNELED OR BORED UNDER THE TREE. ALL UNDERGROUND UTILITIES AND DRAIN LINES SHALL BE ROUTED OUTSIDE OF THE TREE PROTECTION ZONE. IF LINES MUST TRAVERSE 4. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST REMAIN OUTSIDE THE TREE PROTECTION ZONE AT ALL TIMES. 3. REMOVED WITHOUT THE WRITTEN PERMISSION OF THE CITY OR AUTHORIZED AGENT. TREE OR GROUP OF TREES. FENCES ARE TO REMAIN UNTIL ALL SITE WORK HAS BEEN COMPLETED. FENCES MAY NOT BE RELOCATED OR TEMPORARY FENCES SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFINE A SPECIFIC PROTECTION ZONE FOR EACH 2. WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS, AND TREE PROTECTION MEASURES. BEFORE BEGINNING WORK, THE CONTRACTOR IS REQUIRED TO MEET WITH THE CITY OR AUTHORIZED AGENT AT THE SITE TO REVIEW ALL 1. TREE PRESERVATION CONSTRUCTION SPECIFICATIONS: 45 FILTER SACK INLET PROTECTION INLET TUBE "SILT SOCK"/ NPDES GENERAL STORMWATER PERMIT SITE DESCRIPTION SOIL STABILIZATION TIMEFRAMES STABILIZATION TIME EROSION CONTROL PLAN BE REPAIRED AT THE CONTRACTORS EXPENSE. EXISTING CURB AND GUTTER AT OR NEAR CONSTRUCTION ENTRANCES MUST PROJECT DURATION UNLESS DIRECTED BY CITY ENGINEER. ANY DAMAGE TO TO THIS PROJECT ARE FREE OF DEBRIS, DIRT, AND EQUIPMENT DURING THE CONTRACTOR TO ENSURE THAT ALL ROADWAYS AND CURB LINES ADJACENT DRAINGRADE TO INV = 120.2 ELBOWS18" CSP W/12 LF - EST 23 SY GEO EST 10 TONS OUTLET PROTECTION CLASS ’B’ RIP RAP D LIMITS OF DISTURBANCE, TYP DD ENTRANCE, TYP GRAVEL CONSTRUCTION INSTALL TEMPORARY D LIMITS OF DISTURBANCE, TYP D SILT FENCE, TYP INSTALL TEMPORARY 200’ OF SILT FENCE), TYP (MAX. SPACING EVERY FENCE OUTLET SEDIMENT CONTROL INSTALL SPECIAL STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. 0 2 F F C F C F C F F F F F F 1 5 + 0 0 T YP 10 + 0 0 T Y P 0 2 W V W V WV E X . 3 0 " R C P C U L V E R T E X. 24" R C P F L O W INV.(OUT)=119.05 INV.=117.84 FO BOXFO BOX 16" D.I. WATER E X IS T . 1 2 " D IP S A N . S E W E R EXIST. 12" PVC SAN. SEWER INV=101.20 TOP=122.59 S/S MH INV=97.22 TOP=122.06 S/S MH 115 120 120 120 120 120 120 12 0 1 2 0 12 0 12 0 12 0 120 120 12 0 (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) N E W H A R E D R I V E P.C. "M" SLIDE 53-J CITY OF GOLDSBORO EXIST UTILITY EASEMENT FOR STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE 1 P.C. "G" PG. 210 D.B. 1616, PG. 494 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 2 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-2 N A D 8 3 MAT C H LIN E - L1- S T A 15 + 2 5 (S E E S H E E T E C - 1) M A T C H L I N E - L 1- S T A 2 0 + 7 5 ( S E E S H E E T E C - 3 ) EROSION CONTROL PLAN R E T A IN SYSTEM RETAIN EXISTING POSITIVE DRAINAGE 45 LF TO ACHIEVE DITCH APPROXIMATELY CLEAN OUT EXISTING NCDOT STD. 838.01 ENDWALL INV OUT (S) = 117.84 INV IN (E) = 118.8 INV IN (W) = 119.1 INV IN (N) = 117.84 TOP = 122.9 NCDOT STD. 840.31 AND 840.54 TO EXIST 30" RCP TIE PROP JB W/ MH DRAIN GRADE TO INV = 120.2 ELBOWS 18" CSP W/ 12 LF - INV = 120.7 W/ ELBOWS 12 LF - 15" CSP (SEE CROSS SECTIONS) FROM STA 15+50 TO 15+78 -L1- (RT) AND ROADWAY SHOULDER BETWEEN PATH SHOULDER FILL IN EXISTING HOLE INV OUT = 117.7 24 LF - 30" RCP-III EST 23 SY GEO EST 10 TONS OUTLET PROTECTION CLASS ’B’ RIP RAP STOCKPILE/STAGING AREA STOCKPILE/STAGING AREA D INLET, TYP AT PROPOSED PIPE IN EXISTING DITCH INSTALL WATTLES D FENCE OUTLET, TYP SEDIMENT CONTROL INSTALL SPECIAL D SILT FENCE, TYP INSTALL TEMPORARY D LIMITS OF DISTURBANCE, TYP D (50’ SPACING), TYP IN EXISTING DITCH INSTALL WATTLES D LIMITS OF DISTURBANCE, TYP INSTALLATION SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. D PROTECTION, TYP INSTALL INLET DENSE, VEGETATIVE COVER. SEEDING (SEE SHEET EC-9), AND MULCH TO MAINTAIN A VIGOROUS, DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL4. DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS3. IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED2. CLEARING AND GRUBBING IS PERFORMED. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY1. BRIDGE AND CULVERT EROSION CONTROL PHASING: 2 0 + 0 0 F C F F C F F F F C C C C F C C C C T YP 0 2 T YP 0 2120 120 W V E X. 3 6 " R C P F L O W INV.=104.56 INV.=103.13 FO BOX WOODS 16" D.I. WATER EXIST. 12" PVC SAN. SEWER EXIST. 12" PVC SAN. SEWER INV=94.26 TOP=114.89 S/S MH INV=92.59 TOP=104.30 S/S MH 105 10 5 105 105 105 105 105 10 5 110 110 110 110 110 110 110 110 110 110 110 110 110 110110110 110 110 110 110 110 110 110 110 110 110 110 115 115 115 1 1 5 115 115 115 115115 115 115 115 115 115 115 (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 53-J CITY OF GOLDSBORO EXIST UTILITY EASEMENT FOR STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 1 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 3 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-3 N A D 8 3 M A T C H L IN E - L 1- S T A 2 0 + 7 5 (S E E S H E E T E C - 2 ) M A T C H L I N E - L 1- S T A 2 6 + 5 0 ( S E E S H E E T E C - 4 ) EROSION CONTROL PLAN R E T AI N INV = 109.8 28 LF - 18" RCP-III INV OUT (N) = 104.56 INV IN (N) = 104.56 TOP = 114.7 NCDOT STD. 840.31 AND 840.54 TO EXIST 36" RCP TIE PROP JB W/ MH 24 LF - 36" RCP-III INV OUT (W) = 105.3 INV IN (S) = 105.3 INV IN (E) = 109.0 TOP = 115.0 NCDOT STD. 840.31 AND 840.54 PROP JB W/ MH INV = 106.0 36 LF - 36" RCP-III NCDOT STD. 838.01 ENDWALL INTO EXISTING TIE PROPOSED DITCH (SEE CROSS SECTIONS) FROM STA 21+40 TO 22+19 -L1- (RT) RE-ESTABLISH 6 LF ROADWAY SHOULDER DETAIL 2/SHEET CD-3 EST 200 SY GEO EST 90 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH D FENCE OUTLET, TYP SEDIMENT CONTROL INSTALL SPECIAL D ROCK SILT CHECK, TYPE A, TYP INSTALL TEMPORARY D SILT FENCE, TYP INSTALL TEMPORARY D LIMITS OF DISTURBANCE, TYP D LIMITS OF DISTURBANCE, TYP D (50’ SPACING), TYP IN EXISTING DITCH INSTALL WATTLES STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. INSTALLATION SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING D INSTALL INLET PROTECTION, TYP DENSE, VEGETATIVE COVER. SEEDING (SEE SHEET EC-9), AND MULCH TO MAINTAIN A VIGOROUS, DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL4. DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS3. IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED2. CLEARING AND GRUBBING IS PERFORMED. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY1. BRIDGE AND CULVERT EROSION CONTROL PHASING: D -L1- STA 21+40 TO 22+50 RT INSTALL TEMPORARY LINER: JUTE NET D -L1- STA 26+00 TO 29+16 RT SINGLE FIBERGLASS ROVING INSTALL TEMPORARY LINER: D -L1- STA 25+70 TO 27+50 FOR ACCESS IN WETLAND INSTALL MUD MATS AS REQUIRED 2 5 + 0 0 0 0 F C F F F F F C C C F C C F F C C F + 8 5 .5 6 0 2 + 9 8 .0 6 0 1 F T YP 0 2 0 20 1 1 0 5 110 115 115 WOODS SWAMP WOODS SWAMP FO BOX BOX CULVERT 7’x6’ DOUBLE CELL INV/CULVERT=93.19’ TOP HD/WALL=100.98’ WOODS R E E D Y B R A N C H 16" D.I. WATER 16" D.I. WATER EX. 18" PVC SAN. SEWER E X I S T . 2 4 " S A N . S E W E R E X I S T . 2 4 " P V C S A N . S E W E R EXIST. 12" SAN. SEWER EXIST. 12" PVC SAN. SEWER INV OUT=99.39 INV IN=101.46 TOP=114.92 S/S MH INV=89.20 TOP=99.50 S/S MH INV OUT=86.11 INV IN (N, E)=86.86 INV IN (W)=87.42 TOP=101.38 S/S MH 95 95 100100100 100 100 10 0 100 100 100 100 100 100 10 0 100 1 0 0 100 105 105 105 10 5 10 5 105 105 105 105 110 110 110 IPF (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 82-D EXIST 20’ UTILITY EASEMENT P.C. "M" SLIDE 39-B EXIST PERMANENT UTILITY EASEMENT P.C. "M" SLIDE 99-J EXIST UTILITY AND MULTI-USE EASEMENT P.C. "M" SLIDE 99-J EXIST UTILITY AND MULTI-USE EASEMENT 1 STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 1 STREET CHURCH OF GOD TRUSTEES OF CLINGMAN ROGER B. WADE BILLY REX GURLEY WILLIAM CRUSE P.C. "G" PG. 210 D.B. 1616, PG. 494 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1503, PG. 821 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1503, PG. 821 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 4 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 4 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-4 N A D 8 3 M A T C H L IN E - L 1- S T A 2 6 + 5 0 ( S E E S H E E T E C - 3 ) M A T C H L IN E - L 1- S T A 3 2 + 2 5 (S E E S H E E T E C - 5 ) EROSION CONTROL PLAN (STRUCTURES PAY ITEM) CLASS II RIP RAP TO ELEV. 101.1 (STRUCTURES PAY ITEM) CLASS II RIP RAP TO ELEV. 101.1 FLOODPLAIN 500 YR FEMA FLOODPLAIN 100 YR FEMA FEMA FLOODWAY FEMA FLOODWAY FLOODPLAIN 500 YR FEMA FLOODPLAIN 100 YR FEMA DETAIL 2/SHEET CD-3 EST 35 SY GEO EST 15 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 2/SHEET CD-3 EST 20 SY GEO EST 10 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 3/SHEET CD-3 STANDARD ’V’ DITCH DETAIL 2/SHEET CD-3 EST 200 SY GEO EST 90 TONS CLASS ’B’ RIP RAP TOE PROTECTION DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH SHEET CD-3 DETAIL 4/ EST 40 SY PSRM TOE PROTECTION D UNDER CONSTRUCTION ENTRANCE INSTALL TEMPORARY 15" PIPE TPF TPF TPF TPF TPF TPFD PROTECTION FENCE, TYP INSTALL TREE D LIMITS OF DISTURBANCE, TYP D ENTRANCE, TYP GRAVEL CONSTRUCTION INSTALL TEMPORARY D SILT FENCE, TYP INSTALL TEMPORARY D (50’ SPACING), TYP IN PROPOSED DITCH INSTALL WATTLES D STILLING BASIN, TYP INSTALL SPECIAL D LIMITS OF DISTURBANCE, TYP D SILT FENCE, TYP INSTALL TEMPORARY D FENCE OUTLET, TYP SEDIMENT CONTROL INSTALL SPECIAL INSTALLATION SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. COFFER DAM IS INCIDENTAL TO CULVERT INSTALLATION) OR PROVIDE COFFER DAM AND PUMP AROUND. COFFER DAM DETAIL MUST BE PIPES SHALL BE INSTALLED IN THE DRY (WITH A MIN. 3 DAYS OF DRY WEATHER DURING STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. DENSE, VEGETATIVE COVER. SEEDING (SEE SHEET EC-9), AND MULCH TO MAINTAIN A VIGOROUS, DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, AFTER BRIDGE AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL4. DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS3. IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS. GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) CONTRACTOR TO ACCESS BRIDGE AND CULVERT LOCATIONS USING PROPOSED2. CLEARING AND GRUBBING IS PERFORMED. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY1. BRIDGE AND CULVERT EROSION CONTROL PHASING: UNDER CONSTRUCTION ENTRANCE INSTALL TEMPORARY 15" PIPE DD -L1- STA 26+00 TO 29+16 RT SINGLE FIBERGLASS ROVING INSTALL TEMPORARY LINER: D BRIDGE CONSTRUCTION GRAVEL WORKPAD FOR ONLY WITHIN WETLANDS BRIDGE/BOARDWALK FOOTPRINT MINIMUM CLEARING WITHIN D -L1- STA 30+27 TO 30+77 FOR ACCESS IN WETLAND INSTALL MUD MATS AS REQUIRED 3 0 + 0 0 0 0 0 0 F F F F F F F F F F F C C T YP 0 2 + 7 6 . 9 8 0 2 + 5 1. 9 8 0 1 + 4 4 0 2 + 6 9 0 1 T YP 0 2 100 100 PKNF W V WV S IG N 3 6 "S D 3 6 "S D 3 6 "S D 3 6 "S D 18" RCP CBL BOXATT BOX WOODS WOODS WOODS CBL BOX 16" WATER EX. 18" PVC SAN. SEWER W V P O WE R U N DE R G R O U N D SANITARY DISTRICT) (FORK TOWNSHIP 6" WATER ATT BOX CBL BOX CBL BOX EX. 18" DIP SAN. SEWER INV=107.18 TOP=121.94 S/S MH INV OUT=103.58 INV IN=105.52 TOP=118.11 S/S MH 105 105 110 110110 110 110 110 110 110 110 1 1 0 110 110 115 115 115 115 115 115 115 115 115 115 115 12 0 12 0120 120 120 120 12 0 120 120 (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) C A S S E D A L E D R I V E P. C. "M " S L I D E 82- D E X I S T 25’ P E R M A N E N T U T I L I T Y E A S E M E N T P.C. "M" SLIDE 82-D EXIST 20’ UTILITY EASEMENT 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1503, PG. 821 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1893, PG. 173 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 5 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-5 N A D 8 3 M A T C H L I N E - L 1- S T A 3 2 + 2 5 ( S E E S H E E T E C - 4 ) MAT CH LINE - L2 - S T A 4 2 + 0 0 (S E E S H E E T E C- 6 ) EROSION CONTROL PLAN INTO EXISTING TIE PROPOSED DITCH DETAIL 4/SHEET CD-3 EST 50 SY PSRM TOE PROTECTION DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH RETAIN EXISTING SYSTEM T P F T P F T P F T P F T P F T P F TPF TPF TPF T PF TPF TPF TPF D TYPE A, TYP ROCK SILT CHECK, INSTALL TEMPORARY D LIMITS OF DISTURBANCE, TYP D LIMITS OF DISTURBANCE, TYP D SILT FENCE, TYP INSTALL TEMPORARY D D 200’ OF SILT FENCE), TYP (MAX. SPACING EVERY CONTROL FENCE OUTLET INSTALL SPECIAL SEDIMENT DITCH (100’ SPACING), TYP IN EXISTING/PROPOSED INSTALL WATTLES D PROTECTION FENCE, TYP INSTALL TREE STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. D EXISTING CURB INLETS, TYP INLET PROTECTION IN "SILT FENCE"/ FILTER SACK INSTALL INLET TUBE D -L1- STA 34+00 TO 35+00 RT INSTALL TEMPORARY LINER: JUTE NET 3 5 + 0 0 0 0 02 0 0 C C C F F C F F C F C F F F C C F F F C C C 0 .0 7 + 10.6 7 0 1 + 8 5 . 6 7 0 2 T YP 0 2 01 + 8 8 .9 8 0 1 + 03.98 02 T YP 0 2 110 115 W V E X. 3 0" R C P 16" WATER EX. 18" PVC SAN. SEWER EX. 18" PVC SAN. SEWER RWM RWM INV=107.71 TOP=123.80 S/S MH 120 120 120 120 120 120 120 120 120 120 125 (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1893, PG. 173 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 6 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-6 N A D 83 M A T C H L I N E - L 2 - S T A 4 2 + 0 0 ( S E E S H E E T E C - 5 ) M A T C H L I N E - L 2 - S T A 4 7 + 5 0 ( S E E S H E E T E C - 7 ) EROSION CONTROL PLAN R E T AI N GRADING IF NEEDED. STAKE OF PATH TO ROADSIDE DITCH AND PROVIDE MINOR CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM SLOPE FROM STA. 42+90 TO 55+00 -L2- (RT) DITCH AS MUCH AS POSSIBLE TO AVOID UTILITY CONFLICTS. POSITIVE FLOW. MAINTAIN EXISTING LOW ELEVATION IN CLEAN OUT VEGETATION IN EXISTING DITCH TO PROMOTE D LIMITS OF DISTURBANCE, TYP D LIMITS OF DISTURBANCE, TYP D DITCH (50’ SPACING), TYP IN EXISTING/PROPOSED INSTALL WATTLES DD SILT FENCE, TYP INSTALL TEMPORARY 200’ OF SILT FENCE), TYP (MAX. SPACING EVERY CONTROL FENCE OUTLET INSTALL SPECIAL SEDIMENT STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. 4 5 + 0 0 C C C C C C C C F C C F F F F T YP 0 2 T YP 0 2 W V 15" RCP18"RCP F/O BOX EX. 18" PVC SAN. SEWER F/O BOX INV=108.13 TOP=123.13 S/S MH IPF (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT 2 COMMUNITY COLLEGE TRUSTEES OF WAYNE D.B. 1893, PG. 173 3 D.B. 1892, PG. 813 CITY OF GOLDSBORO K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 7 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-7 N A D 83 M A T C H L I N E - L 2 - S T A 4 7 + 5 0 ( S E E S H E E T E C - 6 ) M A T C H L I N E - L 2 - S T A 5 3 + 0 0 ( S E E S H E E T E C - 8 ) EROSION CONTROL PLAN GRADING IF NEEDED. STAKE OF PATH TO ROADSIDE DITCH AND PROVIDE MINOR CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM SLOPE FROM STA. 42+90 TO 55+00 -L2- (RT) DITCH AS MUCH AS POSSIBLE TO AVOID UTILITY CONFLICTS. POSITIVE FLOW. MAINTAIN EXISTING LOW ELEVATION IN CLEAN OUT VEGETATION IN EXISTING DITCH TO PROMOTE DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH INV OUT = 121.5 INV IN = 121.7 40 LF - 15" RCP-IV INV OUT = 121.4 INV IN = 121.6 36 LF - 15" RCP-IV D DISTURBANCE, TYP LIMITS OF D LIMITS OF DISTURBANCE, TYP D DITCH (100’ SPACING), TYP IN EXISTING/PROPOSED INSTALL WATTLES DD SILT FENCE, TYP INSTALL TEMPORARY D SILT FENCE, TYP INSTALL TEMPORARY 100’ OF SILT FENCE), TYP (MAX. SPACING EVERY CONTROL FENCE OUTLET INSTALL SPECIAL SEDIMENT STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. 5 0 + 0 0 F F F F F F F F F F F F C T YP 0 2 T YP 0 2 WVWV WV 15"RCP 15" RCP WOODS 34" OAK CBL BOX 12" WATER 16" WATER EX. 18" PVC SAN. SEWER 16" WATER SANITARY DISTRICT) (FORK TOWNSHIP 6" WATER CBL BOX E X . 1 5 " P V C S A N . S E W E R INV OUT=109.10 INV IN=109.13 TOP=127.47 S/S MH INV=108.56 TOP=123.68 S/S MH 125 125 125 125 125 12 5 (SR 1003) NEW HOPE ROAD (60’ PUBLIC R/W) ( 8 0 ’ P U B L I C R / W ) ( S R 1 5 5 6 ) W A Y N E M E M O R I A L D R I V E EASEMENT AREA EXIST PERMANENT UTILITY P.C. "M" SLIDE 82-D EXIST 25’ PERMANENT UTILITY EASEMENT RAY OF HOPE CHURCH 3 D.B. 1892, PG. 813 CITY OF GOLDSBORO K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c 0 8 .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 5 / 2 0 15 0 2010 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-8 N A D 83 M A T C H L I N E - L 2 - S T A 5 3 + 0 0 ( S E E S H E E T E C - 7 ) EROSION CONTROL PLAN GRADING IF NEEDED. STAKE OF PATH TO ROADSIDE DITCH AND PROVIDE MINOR CONTRACTOR TO ENSURE POSITIVE DRAINAGE FROM SLOPE FROM STA. 42+90 TO 55+00 -L2- (RT) DITCH AS MUCH AS POSSIBLE TO AVOID UTILITY CONFLICTS. POSITIVE FLOW. MAINTAIN EXISTING LOW ELEVATION IN CLEAN OUT VEGETATION IN EXISTING DITCH TO PROMOTE DETAIL 1/SHEET CD-3 SPECIAL LATERAL ’V’ DITCH D RETAIN TREE D RETAIN TREE D RETAIN TREE D RETAIN TREES D DISTURBANCE, TYP LIMITS OF D DISTURBANCE, TYP LIMITS OF D D DITCH (100’ SPACING), TYP IN EXISTING/PROPOSED INSTALL WATTLES D ENTRANCE GRAVEL CONSTRUCTION INSTALL TEMPORARY D DISTURBANCE, TYP LIMITS OF D SILT FENCE, TYP INSTALL TEMPORARY D SILT FENCE, TYP INSTALL TEMPORARY 200’ OF SILT FENCE), TYP (MAX. SPACING EVERY CONTROL FENCE OUTLET INSTALL SPECIAL SEDIMENT STORMWATER PERMIT. REFER TO CROSS SECTIONS. OR AS REQUIRED BY NPDES GENERAL STABILIZATION ON ALL SLOPES WITHIN 14 DAYS CONTRACTOR SHALL PROVIDE SOIL NOTE: SLOPES ON THIS PROJECT ARE 3:1. WITH CONCRETE WASHOUT STOCKPILE/STAGING AREA 5 5 + 0 0 0 0 0 1 0 2 0 0 0 1 0 2 C F F C F F F F F F F T YP 0 2 + 0 0 0 2 + 2 5 0 1 + 0 0 0 2 + 150 1 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c - d t l .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH NOT TO SCALE DETAILS EROSION CONTROL Shoulders, Side Ditches, Slopes (3:1) Date Type Planting Rate Jun. 15-Aug. 15 (Nov. 1-Mar. 1) combinations are possible. those which do well under local conditions: other seeding rate vegetation of denuded areas. The above vegetation rates are for additional information concerning other alternatives for Consult Conservation Engineer or Soil Conservation Service or Add Weeping Lovegrass or Add Hulled Common Bermudagrass Tall Fescue *** & Browntop Millet *** or Sorghum-Sudan Hybrids *** (unhulled-unscarified) & Tall Fescue Add Abruzzi Rye Sericea Lespedeza may be shaded out. grow over 12 inches in height before mowing, otherwise, fescue desired permanent vegetation. Do not allow temporary cover to *** Temporary - Reseed according to optimum season for SEEDING SCHEDULE Date Type Aug. 15-Nov. 1 Nov. 1-Mar. 1 Mar. 1-Apr. 15 Mar. 1-Jun. 1 (Mar. 1-Jun. 30) (Mar. 1-Apr. 15) (Mar. 1-Jun. 30) Jun. 1-Sep. 1 Sep. 1-Mar. 1 Tall Fescue Tall Fescue Tall Fescue Tall Fescue Slopes (3;1 to 2:1) & Abruzzi Rye Hulled Common Bermudagrass & Browntop Millet *** or Sorghum-Sudan Hybrids *** Sericea Lespedeza (scarified) and Add Tall Fescue 25 lbs./acre 25 lbs./acre 12 lbs./acre 35 lbs./acre 30 lbs./acre 50 lbs./acre 5 lbs./acre 8 lbs./acre 35 lbs./acre 30 lbs./acre 70 lbs./acre Apr. 15-Jun. 15 1) 2) 3) 4) 5) 6) 7) seeded and planted to a depth of six inches. After rough grading is completed, till soil in areas to be disturbed areas to be vegetated. Apply agricultural lime, fertilizer, and superphosphate to 40 lbs. 50% superphosphate/1000 sq. ft. (1750 lbs/acre) 35 lbs. 10-10-10 fertilizer/1000 sq. ft. (1500 lbs/acre) 90 lbs. limestone/1000 sq. ft. (2 tons/acre) Seeding permanent grass. November 15. February 15 through May 15 or August 15 through 3.0 lbs. KY-31 tall fescue/1000 sq. ft. (130 lbs./acre) during -OR- sq. ft. during November 15 through February 15. 3.0 lbs. KY-31 tall fescue and 2.0 lbs. annual ryegrass/1000 of 3 inches. Mulch around shubbery and trees with pine straw to depth Temporary cover -OR- 1.0 lbs. brown top millet/1000 sq. ft. May through August 25. 1.0 lbs. annual ryegrass/1000 sq. ft. August 25 through April. Date surface is uniform and free of large dirt clods. Disk nutrients into soil to a depth of six inches until 1) 2) 3) 4) 5) 6) 7) SEEDING SPECIFICATIONSSEEDING SPECIFICATIONS CONSTRUCTION SEQUENCE MAINTENANCE PLAN fine gravel or sand may be needed to protect the filter cloth. Where large stones are used or machine placement is difficult, a 4-inch layer of If extensive damage is suspected, remove and replace the entire sheet. of filter material with a minimum overlap of 12 inches around the damaged area. If damage occurs remove the riprap and repair the sheet by adding another layer next section as required. Take care not to damage the cloth when placing riprap. ground and where necessary, bury the lower end of the cloth or overlap with the the overlap. Bury the upstream end of the cloth a minimum of 12 inches below Overlap the edges by at least 12 inches, and space anchor pins every 3 ft along Synthetic filter fabric - Place the cloth filter directly on the prepared foundation. layers with minimal mixing. specified depth. Where more than one layer of filter material is used, spread the foundation is prepared. For gravel, spread filter stone in a uniform layer to the Sand and gravel filter blanket - Place the filter blanket immediately after the ground inside dimensions and grade of the riprap meet design specifications. sufficiently to allow placement of the riprap in a manner such that the finished will be at the elevation of the surrounding area. Channels should be excavated material. Cut the subgrade sufficiently deep that the finished grade of the riprap depressions with riprap. Remove brush, trees, stumps and other objectional to a density approximating that of the surrounding undisturbed material or overfill lines and grades shown on the plans. Compact any fill required in the subgrade Subgrade Preparation - Prepare the subgrade for riprap and filter to the required CONSTRUCTION SPECIFICATIONS flow. Control of weed and brush growth may be needed in some locations. vigorous condition to protect the area from erosion and scour during out-of-bank immediately. Maintain all vegetation adjacent to the channel in a healthy, look for indications of piping, scour holes, or bank failures. Make repairs where concentrated flow enters. Carefully check stability at road crossings and promptly. Give special attention to the outlet and inlet sections and other points Inspect channels at regular intervals as well as after major rains, and make repairs MAINTENANCE riprap should be apparent. of the riprap should blend with the surrounding area. No overfall or protrusion of stone sizes to produce a relatively smooth, uniform surface. The finished grade stones. Hand placing may be necessary to achieve the proper distribution of The finished slope should be free of pockets of small stone or clusters of large the stones. stone sizes. Take care not to dislodge the underlying base or filter when placing riprap by dumping through chutes or other methods that cause segregation of final placement. Place riprap to its full thickness in one operation. Do not place be obtained by selective loading at the quarry and controlled dumping during a minimum of voids. The desired disbribution of stones throughout the mass may of the filter. Place riprap so that if forms a dense, well-graded mass of stone with Stone Placement - Placement of riprap should follow immediately after placement RIP RAP (6.15) is an essential part of an effective erosion and sedimentation control plan. maintenance of small eroded areas before they become significant gullies washouts or breaks occur, repair them immediately. Prompt remove all sediment from diversion and other water-disposal practices. If sedimentation control practices, especially after heavy rainfalls. Promptly Periodically check all graded areas and the supporting erosion and MAINTENANCE stabilization of these areas in the plan. make sure they are adequately protected from erosion. Include final 12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and 15 working days or longer. measures on all graded areas when work is to be interrupted or delayed for completed on each area in the grading plan. Apply temporary stabilization 11. Permanently stabilize all graded areas immediately after final grading is with approved methods. 10. Handle seeps or springs encountered during construction in accordance during all phases of development. 9. Keep diversions and other water conveyance measures free of sediment slippage. 8. Do not place fill on a frozen foundation, due to possible subsidence and materials into fill slopes. 7. Do not incorporate frozen material or soft or highly compressible related problems. the layers as required to reduce erosion, slippage, settlement, or other 6. Place all fill in layers not to exceed 9 inches in thickness, and compact building debris, and other materials inappropriate for constructing stable fills. 5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps, other objectionable material that would affect the planned stability of the fill. 4. Clear and grub areas to be filled to remove trees, vegetation, roots, or placing topsoil. 3. Scarify areas to be topsoiled to a minimum depth of 2 inches before it for use in finishing the grading of all critical areas. 2. Remove good topsoil from areas to be graded and filled, and preserve construction schedule. measures in accordance with the approved sedimentation control plan and 1. Construct and maintain all erosion and sedimentation control practices and CONSTRUCTION SPECIFICATIONS LAND GRADING (6.02) TOPSOILING (6.04) GRASS-LINED CHANNELS (6.30) VEGETATIVE PLAN (NCDENR 6.11) retain sediment. Sediment barriers - Use sediment fences or other barriers where necessary to All stockpile areas used shall be stabilized with silt fence and seeded. topsoil is stockpiled in small piles located near areas where they will be used. traffic routes. On large sites, respreading is easier and more economical when Select stockpile location to avoid slopes and natural drainageways, avoiding STOCKPILING basins, diversions, and other controls into place before stripping. generally varies along a gradient from hilltop to toe of the slope. Put sediment soil cores at several locations within each area to be stripped. Topsoil depth but depth varies depending on the site. Determine depth of stripping by taking roadbuilding, or compaction by equipment. A 4 to 6-inch stripping depth is common, Strip topsoil only from those areas that will be disturbed by excavation, filling, STRIPPING identified by their extremely light weight when dry. Organic soils such as mucks and peats do not make good topsoil. They can be if it meets the other criteria listed above. desirable; however, material excavated from deeper layers may be worth storing Generally, the upper part of the soil, which is richest in organic matter, is most thickness affect the ease of excavation and spreading of topsoil. Soil factors such as rock fragments, slope, depth to water table, and layer The depth of material meeting the above qualifications should be at least 2 inches. Sodium - sodium adsorption ratio should be less than 12. Soluble salts - should be less than 500 ppm. it is less than 6.0. Acidity - pH should be greater than 3.6 before liming, and liming is required if greater than 1.5% by weight. Organic matter content - (sometimes referred to as "humic matter") should be soils such as peat or muck as topsoil. loam, clay loam, and loamy sand are fair. Do not use heavy clay and organic Texture - loam, sandy loam, and silt loam are best; sandy clay loam, silty clay handling. Quality topsoil has the following characteristics: Determine whether the quality and quantity of available topsoil justifies selective MATERIALS CONSTRUCTION SPECIFICATIONS to avoid excessive mixing of topsoil into the subsoil. After topsoil application, follow procedure for seedbed preparation, taking care between topsoil and subsoil. after spreading topsoil. A disk may be used to promote bonding at the interface On slopes and areas that will not be mowed, the surface may be left rough high-maintenance turf is to be established. germination. Light packing with a roller is recommended where but avoid excessive compaction, as it increases runoff and inhibits seed Compact the topsoil enough to ensure good contact with the underlying soil, water pockets. topsoiling or other operations to prevent the formation of depressions or wet or frozen. Correct any irregularities in the surface that result from Do not spread topsoil while it is frozen or muddy or when subgrade is SPREADING TOPSOIL the soil to a depth of at least 6 inches before spreading topsoil. the topsoil and subsoil. If no amendments have been incorporated, loosen by disking or scarifying to a depth of at least 4 inches, to ensure bonding of Roughening - Immediately prior to spreading the topsoil. loosen the subgrade Incorporate lime to a depth of at least 2 inches by disking. recommended by soil tests or specified for the seeding mixture to be used. soil is composed of heavy clays, incorporate agricultural limestone in amounts Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the approved plan and do not alter them by adding topsoil. Grading - Maintain grades on the areas to be topsoiled according to the such as diversions, berms, dikes, waterways, and sediment basins. Before spreading topsoil, establish erosion and sedimentation control practices SITE PREPARATION growth. must be stabilized with permanent vegetation to control erosion and weed Permanent vegetation - If stockpiles will not be used within 12 months they formation of the stockpile. as possible, no more than 30 working days or 120 calendar days after the Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon withstand anticipated velocities during the establishment period. Protect the channel with mulch or a temporary liner sufficient to depend upon the severity of the conditions and selection of species. 4. The procedure used to establish grass in the channel will surface water may enter the channel freely. 3. Remove and properly dispose of all excess soil so that preparations and sod buildup. the channel perimeter to allow for bulking during seedbed dimensions shown on the plans plus a 0.2-ft overcut around 2. Excavate the channel and shape it to neat lines and material from the foundation area and dispose of properly. 1. Remove all trees, brush, stumps, and other objectionable CONSTRUCTION SPECIFICATIONS erosion protection for the channel. healthy, vigorous condition at all times, since it is the primary to maintain the designed carrying capacity. Keep the grass in a piping or scour holes. Remove all significant sediment accumulations outlet and all road crossings for bank stability and evidence of make repairs. It is particularly important to check the channel channel; check it after every heavy rainfall event. Immediately every rainfall. After grass is established, periodically check the During the establishment period, check grass-lined channels after MAINTENANCE 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre 250 lbs./acre at a rate of 450 gallons emulsion per acre of straw. of all drainage swales, tack mulch with asphalt emulsion surface equals or exceeds a 3:1 slope, and in the inverts sunlight to seedlings. On areas where the ground of ground surface should be visible to avoid blocking sq. ft. (2 tons/acre). Spread uniformly. Approximately Mulch seeded area with small grain straw at 90 lbs/1000 6. The City of Goldsboro contact is Bobby Croom, (919) 580-4278. completion of construction or development. all disturbed areas within 7 to 14 days or sooner following requirements. Permanent ground cover is to be provided for dated August 2011 for more information on ground stabilization of any phase of grading. Refer to the latest NPDES Rules or other areas within 7 to 14 days or sooner of completion 5. The Contractor shall provide ground cover on exposed slopes cover. vegetative plan to maintain a vigorous, dense vegetative mulch all seeded areas according to specifications in the 4. The Contractor shall fertilize, reseed as necessary, and to maintain a barrier. fence. Silt fence will be repaired as necessary fence when it becomes 0.5 feet deep at the 3. The Contractor shall remove sediment from behind silt sediment pools no longer drains properly. filled. Gravel will be cleaned or replaced when the devices when storage capacity has been approximately 50% 2. The Contractor shall remove sediment from erosion control inch of rainfall and once a week. by the Contractor must be made and logged after every half on site. The rain gauge must be kept onsite and inspections general stormwater permit, a rain gauge must be installed National Pollutant Discharge Elimination System (NPDES) Contractor to maintain all practices as designed. Also per week. Any needed repairs will be made immediately by the runoff producing rainfall but in no case less than once every control practices for stability and operation following every 1. The Contractor shall check all erosion and sediment EC-9 the Mining Act. through the Sedimentation Pollution Control Act as a one-use borrow site or through they shall be considered separate land-disturbing activities and must be permitted either activity and any related borrow or waste activity are not conducted by the same person, or is a landfill regulated by the Division of Waste Management. If the land-disturbing activity unless the borrow or waste activity is regulated under the Mining Act of 1971, activity, the related borrow or waste activity shall constitute part of the land-disturbing If the same person conducts the land-disturbing activity & any related borrow or waste Office at 919-707-9200. If you have questions, please contact the Land Quality Section at a DENR Regional the Land Quality web site, http://portal.ncdenr.org/web/lr/erosion The Combined Self-Monitoring form is available as a PDF and Word document from easier to comply with self-inspection requirements. Permit for Construction Activities, NCG 010000. The combined form should make it Resources is responsible for administering both the SPCA and the NPDES Stormwater NCG 010000. Beginning August 1, 2013, the Division of Energy, Mineral, and Land Pollution Control Act and the NPDES Stormwater Permit for Construction Activities, available. The new form was developed to satisfy the requirements of the Sedimentation Inspection Reports and NPDES Self-Monitoring Reports, a combined form is now To simplify documentation of Self-inspections took effect October 1, 2010. control plan is being followed. Rules detailing the documentation of these phase of the project to make sure that the approved erosion and sedimentation persons responsible for land-disturbing activities inspect a project after each The Sedimentation Pollution Control Act was amended in 2006 to require that Notification of Land Resources Sediment and Erosion Control Self-Inspection Program: maintain management control. construction activities are needed, amend the sequence schedule in advance to and until permanent vegetation on the project is established. When changes in during the demolition or clearing and grubbing phases as well as throughout the life of and sediment control measures must be installed, maintained and adjusted as needed Follow the construction sequence throughout project development. Adequate erosion MAINTENANCE removed. Contractor must receive permission by project inspector before any measures are maintenance and vegetative plan. removed, restored as existing, and permanently vegetated as described in the and material area stockpile areas, and all other erosion control devices shall be 11. AFTER SITE IS STABILIZED, construction entrances, and construction staging 10. Site includes approximately 2.53 acres of permanent vegetation area. 9. Estimated time before final stabilization is 9 months. after rainfall events. Needed repairs will be made immediately. 8. All erosion and sediment control practices will be inspected weekly and devices maintained. shall have temporary vegetative ground cover established and erosion control ceases for more than the above mentioned length of time, all disturbed areas areas and slopes shall be stabilized within 14 days. If work on the project 3:1, and high quality (HQW) zones should be stabilized within 7 days. All other requirements. In summary, perimeter dikes, swales, ditches, slopes steeper than Rules dated August 2011 for more information on ground stabilization or sooner of completion of any phase of grading. Refer to the latest NPDES specifications to maintain a vigorous, dense, vegetative cover within 7 to 14 days 7. All graded areas will be seeded, fertilized and mulched according to NCDOT and mulch. 6. Finish grading of slopes, topsoil critical areas and permanently vegetate, seed 5. Complete final grading for trail. as necessary, place silt fence around all temporary crossings and culverts as needed. stabilize 2:1 slopes as indicated. Modify silt fence placement around trail and outlets place reinforced silt fence as shown. Place additional erosion control matting and 4. In accordance with the erosion control plans, grade trail, install crosspipes, and erosion control devices. protection fence, construction entrance, temporary stream crossings, and all other 3. Prior to any land disturbing (including demolition) activities, install silt/tree 2. Flag the work limits for protection. and invite NCDEMLR LQS contact number is (919) 707-9200. 1. Hold preconstruction conference at least one week prior to starting construction CONSTRUCTION SPECIFICATIONS K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c - d t l .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH NOT TO SCALE DETAILS EROSION CONTROL POLY BARRICADE FABRIC (TYPICAL) HIGH-TENSILE STRENGTH, ORANGE, UV RESISTANT, VARIABLE AS DIRECTED BY THE ENGINEER FRONT VIEW 3 2 " M I N WI D T H POLY BARRICADE FABRIC (TYPICAL) HIGH-TENSILE STRENGTH, ORANGE, UV RESISTANT, WARNING SIGN 4" 4" 4" 3 ’- 0 " 2 ’ - 0 " SIDE VIEW WARNING SIGN DETAIL 18" 40" 3" STEEL POST WOVEN WIRE FABRIC GRADE 3" 3" NOTES DO NOT ENTER TREE PROTECTION AREA DO NOT ENTER TREE PROTECTION AREA WARNING SIGN 10’ O.C. MAXIMUM EXTENDS TO TOP OF BOX GALVANIZED HARDWARE WIRE POSTS 2’-0" IN GROUND STANDARDIZED METAL ABOVE TOP OF BOX TO A HEIGHT OF 12"-18" MIN. #57 WASHED STONE PLACED 3’ 2’ 16" 2’ #57 STONE 2 1 METAL POST 2’ CONSTRUCTION SPECIFICATIONS 1. As synthetic fabric, use a previous sheet of nylon, polyester, or ethylene yarn - extra strength (50 lb/1 inch minimum) - that contains ultraviolet ray inhibitors and stabilizers. Fabric should be sufficiently porous to provide adequate drainage of the temporary sediment pool. Burlap may be used for short-term applications. It must be replaced every 60 days. 2. Cut fabric from a continuous roll to eliminate joints. 3. For stakes, use 5-foot steel posts. 4. Space stakes evenly around the perimeter of the inlet a maximum of 4 ft apart, and securely drive them into the ground, approximately 24 inches deep. 5. Place a 2 foot flap of wire mesh under the gravel for anchoring. 6. Fasten fabric securely to the stakes and frame. Joints must be overlapped to the next stake. 7. The top of the frame and fabric must be well below the ground elevation downslope from the drop inlet to keep runoff from bypassing the inlet. It may be necessary to build a temporary dike on the down slope side of the structure to prevent bypass flow. Material from within the sediment pool may be used for diking. MAINTENANCE Inspect the fabric barrier after each rain and make repairs as needed. Remove sediment from the pool area as necessary to provide adequate storage volume for the next rain. Take care not to damage or undercut the fabric during sediment removal. 8. #57 washed stone shall be paid for at the contract unit price per ton "Sediment Control Stone." CLOTH " HARDWARE STANDARD SILT FENCE OUTLET SIDE VIEW FRONT VIEW HARDWARE CLOTH WIRE FENCE STEEL FENCE POST GRADE THE TRENCH AND SILT FENCE FABRIC 6 INCHES INTO BURY WIRE FENCE, HARDWARE CLOTH, :NOTE GRADE 18" FABRIC SILT FENCE WIRE FENCEMAXIMUM 2 FEET APART STEEL FENCE POST SET # 57 WASHED STONE FILTER OF 1 INCH DIAMETER PLAN VIEW # 57 WASHED STONE FILTER OF 1 INCH DIAMETER STEEL FENCE POST ON WIRE FENCE SILT FENCE FABRIC ON WIRE FENCE HARDWARE CLOTH HARDWARE CLOTH HARDWARE CLOTH BY 12 INCHES SILT FENCE FABRIC TO OVERLAP :NOTE FLOW DIRECTION F L O W F L O W F L O W INCHES 12 OVERLAP INCHES 12 OVERLAP 6" AS A REPAIR OF SILT FENCE FAILURES. ACRE AND THERE IS A LOW AREA. USE DRAINAGE AREA DOES NOT EXCEED 1/4 USE SILT FENCE OUTLETS ONLY WHEN :NOTE LINE WIRES MINIMUM 10 GAUGE SIDE VIEW FRONT VIEW STANDARD TEMPORARY SILT FENCE DIRECTED BY ENGINEER ANCHOR SKIRT AS OVER SKIRT 6" MINIMUM COVER GRADE FILL SLOPE SILT FENCE FABRIC WOVEN WIRE FABRIC STEEL POST 3 2 " M IN . W ID T H AREAS OF CONCENTRATED FLOW. DOES NOT EXCEED 1/4 ACRE AND NEVER IN USE SILT FENCE ONLY WHEN DRAINAGE AREA :NOTE VARIABLE AS DIRECTED BY THE ENGINEER WIRE FROM TOP INSTALLED TO SECOND SILT FENCE FABRIC INTERMEDIATE WIRES GAUGE 2 1MINIMUM 12 GRADE 8’-0" MAXIMUM 3 ’ - 0 " 2 ’ - 0 " 2 6 " * * * USE REINFORCED SILT FENCE OUTLET DETAIL FOR REPAIR OF SILT FENCE FAILURES TREE PROTECTION DETAIL HARDWARE CLOTH AND GRAVEL INLET PROTECTION DETAIL (6.51) EC-10 SIGNS SHALL BE INCIDENTAL TO THE FENCE. BASED ON ACTUAL FIELD CONDITIONS. ADDITIONAL SIGNS MAY BE REQUIRED BY THE CITY OR NCDENR, MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. SIGN PER PROTECTION AREA. FOR TREE PROTECTION AREAS LESS THAN 200’ IN PERIMETER, PROVIDE NO LESS THAN ONE PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50’ ON CENTER THEREAFTER. SIGNS SHALL BE PLACED AT 50’ MAXIMUM INTERVALS. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c - d t l .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH NOT TO SCALE DETAILS EROSION CONTROL NATURAL GROUND NATURAL GROUND FLOW 2’(MAX.) CROSS SECTION CROSS SECTION TRAPEZOIDAL DITCH VEE DITCH EDGE OF PAVEMENT ISOMETRIC VIEW PAVEMENT SHLD. SLOPE BACK SLOPEDITCH STAKE 2’ UPSLOPE MATTING STAKE 2’ DOWNSLOPE STAKE 2’ UPSLOPE MATTING STAKE 2’ DOWNSLOPE TOP VIEW 6’(MIN.) 18"(MIN.) EXCELSIOR WATTLE STAKE UPSLOPE STAKE DOWNSLOPE MATTING MATTING See Inset B INSET B STAPLES VAR. 2’(MIN.) 2 IN. See Inset A INSET A STAKES WATTLE DETAIL STANDARD SPECIFICATIONS. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT CROSS SECTION. USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE. NOTES: EC-11 100 20 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c - d t l .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH STORM DRAIN UNDER CONSTRUCTION PLYWOOD INLET PROTECTION FOR STORM DRAIN UNDER CONSTRUCTION STONE FILTER INLET PROTECTION FOR Upstream End of Storm Drain 3/4" Exterior Plywood Across Pipe Inlet Washed Stone Filter Steel Fence Post Storm Drain Upstream End of Diameter 1/3 Pipe Upstream End of Storm Drain 3/4" Exterior Plywood Across Pipe Inlet Washed Stone Filter Steel Fence Post Storm Drain Upstream End of Diameter 1/3 Pipe PLYWOOD INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. STONE FILTER INLET PROTECTION WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT Trench Bury Bottom of Plywood Trench Bury Bottom of Plywood UNIT PRICE PER LINEAR FOOT OF PIPE CULVERT INSTALLATION. Hardware Cloth Overflow Diameter 1/3 Pipe Hardware Cloth Overflow Diameter 1/3 Pipe DETAILS EROSION CONTROL NOT TO SCALE EC-12 SOIL STABILIZATION TIMEFRAMES STABILIZATION TIME TIMEFRAME EXCEPTIONSSITE DESCRIPTION NPDES GENERAL STORMWATER PERMIT IF SLOPES ARE 10’ OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. 7 DAYS FOR SLOPES GREATER THAN 50’ IN LENGTH. NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. NONE NONEPERIMETER DIKES, SWALES, DITCHES AND SLOPES HIGH QUALITY WATER (HQW) ZONES SLOPES STEEPER THAN 3:1 SLOPES 3:1 OR FLATTER ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS 14 DAYS 7 DAYS 7 DAYS 7 DAYS GUTTER PIPE GEOTEXTILE BAG BLOCK (TYP) RUBBER 2"X2"X3/4" SACK INSTALLED FILTER PROFILE VIEW OF PERMITTIVITY FLOW RATE APPARENT OPENING SIZE UV RESISTANCE TRAPEZOID TEAR MULLEN BURST PUNCTURE GRAB TENSILE ELONGATION GRAB TENSILE STRENGTH PROPERTIES TEST METHOD UNITS PERMITTIVITY FLOW RATE APPARENT OPENING SIZE UV RESISTANCE TRAPEZOID TEAR MULLEN BURST PUNCTURE GRAB TENSILE ELONGATION GRAB TENSILE STRENGTH PROPERTIES TEST METHOD UNITS LOW TO MODERATE FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE MODERATE TO HIGH FLOW GEOTEXTILE FABRIC SPECIFICATION TABLE RESTRAINT EXPANSION ROPE COLORED NYLON 1/4" BRIGHTLY ELEVATION VIEW RESTRAINT NYLON ROPE EXPANSION 1/4" BRIGHTLY COLORED (SEE DETAIL) PROTECTION FILTER SACK INLET non-degradable materials. with ultraviolet stabilizers or a seamless, high-density polyethylene of seamless, high-density polyethylene photodegradable materials treated leaf mulch under this specification. Utilize an outer netting that consists netting material. Do not use straw, straw fiber, straw bales, pine needles or fibers or hardwood mulch or a mix of these materials enclosed by a flexible Composed of compacted geotextiles, curled excelsior wood, natural coconut Produced by a Manufacturer experienced in sediment tube manufacturing. Use inlet tubes that exhibit the following properties: Materials Inlet Tubes ISOMETRIC VIEW (IF NEEDED) OR SILT FENCE SEDIMENT TUBE DEBRIS FROM ENTERING INLETS DURING CONSTRUCTION. NOTE: USE INLET TUBES AS NEEDED TO PREVENT SILT AND (OPTIONAL) OVERFLOW HOLES LOCATION. COLLECTION SEDIMENT SACK AT A TO EMPTY FILTER REBAR FOR A HANDLE 1" REBAR. USE LOOPS SIZED FOR FOR HANDLES. INLET USING REBAR FILTER BAG FROM 1" REBAR. LIFT LOOPS SIZED FOR ASTM D-4491 ASTM D-4491 ASTM D-4751 ASTM D-4355 ASTM D-4533 ASTM D-3786 ASTM D-4833 ASTM D-4632 ASTM D-4632 0.55 SEC -1 40 GAL/MIN/SQ FT 40 US SIEVE 80 % 120 LBS 800 PSI 120 LBS 20 % 300 LBS ASTM D-4491 ASTM D-4491 ASTM D-4751 ASTM D-4355 ASTM D-4533 ASTM D-3786 ASTM D-4833 ASTM D-4632 ASTM D-4632 1.5 SEC -1 200 GAL/MIN/SQ FT 20 US SIEVE 90 % 45 LBS 420 PSI 135 LBS 20 % 265 LBS SURFACE. OR UNDER SURROUNDING SECURE LIFTING LOOPS TO INLET GRATE INLET BOX. MATCH THE INSIDE LENGTH OF THE GRATED THE LENGTH, "L", OF THE FILTER SACK WILL 7. BE BETWEEN 18 INCHES AND 36 INCHES. THE DEPTH, "D", OF THE FILTER SACK WILL 6. INLET BOX. MATCH THE INSIDE WIDTH OF THE GRATED THE WIDTH, "W", OF THE FILTER SACK WILL 5. INSPECT PER REGULATORY REQUIREMENTS.4. CONCERN. PURCHASED WHEN OIL SPILLS ARE A AN OIL ADSORBENT PAD OR PILLOW CAN BE 3. SPECIFICATIONS TABLE. EXCEEDS REQUIREMENTS IN THE POLYPROPYLENE FABRIC THAT MEETS OR GEOTEXTILE WILL BE A WOVEN 2. SEEN. EXPANSION RESTRAINT CAN NO LONGER BE EMPTY FILTER SACK WHEN BRIGHTLY COLORED 1. Inspector or Manufacturer’s Representative at the contractor’s expense. Replace inlet tubes damaged during installation as directed by the Inlet tubes may be temporarily moved during construction as needed. Inspection and Maintenance: underlying surface and the inlet tube. Install inlet tubes lying flat on the ground, with no gaps between the :Installation NOT TO SCALE INLET TUBES "SILT SOCK"FILTER SACK INLET PROTECTION NOT TO SCALE TUBE SEDIMENT WEIGHTED K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ P r o j \ P l a n S h e e t s \ E r o s i o n C o n t r o l \ N e w H o p e R d _ r d y _ e c - d t l .d g n PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 011746024 3 / 3 / 2 0 15 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH EC-13 R E V I S I O N S TYPE "ABOVE GRADE" WITH STRAW BALES S W - 2 0 . 2 5 C I T Y O F R A L E I G H P U B L I C W O R K S D E P A R T M E N T NOTES (TYP) STRAW BALE10 mil PLASTIC LINING B PLAN NOT TO SCALE (OR EQUIVALENT) SIGN DETAIL CONCRETE WASHOUT 2" 8" STEEL WIRE 1.12" DIA DETAIL STAPLE 10’ MINIMUM VARIES 10 mil PLASTIC LINING PLAN NOT TO SCALE 10 mil PLASTIC LINING WITH TWO STAKES ENTIRE PERIMETER FASTENED AROUND WOOD FRAME SECURELY WOOD FRAME 2X12 ROUGH TWO-STACKED (TYP) STAKE WITH WOOD PLANKS TYPE "ABOVE GROUND" SECTION B-B NOT TO SCALE B B VARIES 10’ MINIMUM AA 10 mil PLASTIC LINING BERM NOT TO SCALE TYPE "BELOW GRADE" D R A W N B Y : W D P D A T E : 1 0 / 2 2 / 2 0 1 2 STABILIZED TO PREVENT EROSION. WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE 4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE OF THE WORK AND DISPOSED OF OR RECYCLED. WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE FACILITY. WITHIN 30’ OF THE TEMPORARY CONCRETE WASHOUT 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. WASHOUT CONCRETE STRAW BALE VARIES 10’ MINIMUM BINDER WIRE (OPTIONAL) NATIVE MATERIAL (2 PER BALE) STAPLES (2 PER BALE) METAL STAKES WOOD OR SECTION B-B NOT TO SCALE 10 mil PLASTIC LINING B PAINTED WHITE 48"X24" PLYWOOD 6" HEIGHT BLACK LETTERS LAG SCREWS 36" 36" 3’ 3 SIDES FLAGGING ON LATH AND 3.5"X3.5"X8’ WOOD POST BERM PLAN SECTION A-A NOT TO SCALE SANDBAG 10 mil PLASTIC LINING SANDBAG W A S H O U T C O N C R E T E DETAILS EROSION CONTROL 012654005 EQUIPMENT CONTRACTOR USES WIDTH OF CONSTRUCTION VEHICLE/ MUD MAT DETAIL MUD MAT E Q UI P M E N T CO N T RA CT O R U S E S L E N G T H O F CO N S T RU CTI O N V E HI CL E/ ISOMETRIC VIEW MANUFACTURE SPECIFICATION MAT OVERLAP PER 2 5’ MI N CO N S T RU CTI O N E N T RA N CE 2 5’ MI N CO N S T RU CTI O N E N T RA N CE (6" MIN) RAILING (6" MIN) RAILING (6" MIN DEPTH) AGGREGATE COARSE 2" TO 3" ITEM. INCIDENTAL TO THE MUD MAT PAY APPROACHES TO MUD MAT SHALL BE 6. CONSTRUCTION ENTRANCE MAT FOR APPROVAL. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD DETERMINED BY THE ENGINEER. MINIMIZE IMPACTS OR 4. NUMBER AND LOCATION OF MUD MATS TO THE CONTRACTOR. TIMELY MAINTENANCE MUST BE PROVIDED BY FREQUENT CHECKS OF THE DEVICE AND BOARDWALK CONSTRUCTION. LIMIT IMPACTS FOR BRIDGE AND UTILIZED IN WETLAND AREAS TO 3. MUD MAT(S) SHALL BE MUD INTO WETLAND. WILL PREVENT TRACKING OR DIRECT FLOW OF 2. MUST BE MAINTAINED IN A CONDITION WHICH CONSTRUCTION VEHICLES. PROVIDE FOR UTILIZATION BY ALL 1. MUD MAT(S) SHOULD BE LOCATED TO NOTES: 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 1.d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 120 120 125 125 130 130 10+90.00 120 120 125 125 130 130 11+00.00 120 120 125 125 130 130 11+50.00 120 120 125 125 130 130 12+00.00 120 120 125 125 130 130 12+50.00 120 120 125 125 130 130 13+00.00 00 1010 2020 3030 4040 50506070 120 120 125 125 130 130 13+50.00 120 120 125 125 130 130 14+00.00 120 120 125 125 130 130 14+50.00 120 120 125 125 130 130 15+00.00 115 115 120 120 125 125 130 130 15+50.00 115 115 120 120 125 125 130 130 15+64.00 X-1 -L1- 3: 1 12 3 .8 1 12 3 .8 4 0.020 3: 1 12 3 .6 6 12 3 .6 3 0.020 3: 1 12 3 .2 9 12 3 .2 9 0.020 3:1 12 3 .2 5 12 3 .13 0.020 12 3 .2 3 12 2 .9 7 0.020 3: 1 12 3 .0 5 12 2 .8 2 0.020 3: 1 12 2 .6 7 12 2 .6 6 0.020 3: 1 12 2 .4 0 12 2 .5 0 0.020 3:1 12 2 .3 4 12 2 .3 5 0.020 3:1 12 2 .0 1 12 2 .3 1 0.0203:1 3: 1 12 2 .0 3 12 3 .12 0.0203:1 3: 1 3:1 120.25 118 .9 5 0.0203:1 3: 1 12 3 .2 3 PROP 30" RCP W/ HW JB PROP 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 1.d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 12 2 .7 7 12 2 .5 1 0.020 3:1 00 1010 2020 3030 4040 50506070 115 115 120 120 125 125 130 130 15+78.00 120 120 125 125 130 130 16+00.00 115 115 120 120 125 125 130 130 16+50.00 115 115 120 120 125 125 17+00.00 115 115 120 120 125 125 17+50.00 115 115 120 120 125 125 18+00.00 00 1010 2020 3030 4040 50506070 115 115 120 120 125 125 18+50.00 115 115 120 120 125 125 19+00.00 115 115 120 120 125 125 19+50.00 115 115 120 120 125 125 20+00.00 115 115 120 120 125 125 20+50.00 110 110 115 115 120 120 21+00.00 X-2 -L1- 12 2 .0 0 12 3 .0 8 0.0203:1 3: 1 12 2 .0 0 12 2 .0 2 0.020 3: 13:1 12 1.5 7 12 1.7 7 0.020 3:1 12 1.19 12 1.3 6 0.020 3:1 12 1.2 7 12 0 .9 3 0.020 3: 1 12 1.4 0 12 0 .5 1 0.0203: 1 12 1.0 5 12 0 .0 9 0.0203: 1 119 .9 0 119 .6 7 0.020 3: 1 119 .2 0 118 .8 9 0.020 3: 1 118 .5 3 117 .7 1 0.0203: 1 116 .6 2 116 .5 3 0.020 3:1 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 1.d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 110 110 115 115 120 120 21+34.00 105 105 110 110 115 115 120 120 21+50.00 105 105 110 110 115 115 120 120 21+64.00 105 105 110 110 115 115 120 120 21+89.00 105 105 110 110 115 115 120 120 22+00.00 00 1010 2020 3030 4040 50506070 110 110 115 115 120 120 22+19.00 110 110 115 115 120 120 22+50.00 110 110 115 115 120 120 23+00.00 110 110 115 115 120 120 23+50.00 110 110 115 115 120 120 24+00.00 110 110 115 115 24+50.00 105 105 110 110 115 115 25+00.00 X-3 -L1- 112 .9 9 115 .7 3 0.0203:1 3: 1 10 9 .9 1 115 .4 2 0.020 3:1 3: 1 12.5:1 113.03 3:1 PROP 36" RCP W/ HW 10 7 .2 5 115 .19 0.0203:1 3: 1 12.5:1 112.80 3:1JB PROP 10 8 .14 114 .8 8 0.0203:1 3: 1 12.5:1 112.39 3:1 EX 36" RCP JB PROP 111.2 7 114 .7 6 0.0203:1 3: 1 12.5:1 112.21 3:1 113 .2 1 114 .5 6 0.0203:1 3: 1 12.5:1 111.38 3:1 114 .6 7 114 .2 3 0.020 3: 1 114 .5 6 113 .6 9 0.0203: 1 114 .3 4 113 .16 0.020 3: 1 113 .6 3 112 .6 2 0.020 3: 1 112 .3 2 111.3 8 0.020 3: 1 3: 1 110 .0 7 10 9 .3 8 0.020 3: 1 3: 1 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 1.d g n JOB NUMBER: ROADWAY CROSS SECTIONS MULTI-USE PATH AND 0 105 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 105 105 110 110 115 115 25+50.00 100 100 105 105 110 110 26+00.00 100 100 105 105 110 110 26+50.00 95 95 100 100 105 105 110 110 27+00.00 95 95 100 100 105 105 110 110 27+50.00 95 95 100 100 105 105 110 110 28+00.00 00 1010 2020 3030 4040 50506070 95 95 100 100 105 105 110 110 28+50.00 95 95 100 100 105 105 110 110 28+94.00 95 95 100 100 105 105 110 110 29+00.00 95 95 100 100 105 105 110 110 29+04.00 90 90 95 95 100 100 105 105 110 110 29+50.00 X-4 -L1- 10 8 .2 2 10 7 .3 8 0.020 3: 1 10 5 .18 10 5 .6 3 0.008 3: 1 3:1 10 2 .7 0 10 4 .6 5 0.0203:1 3: 13:1 103.51 10 1.4 4 10 3 .9 2 0.0203:1 3: 1 3:1 102.82 10 0 .4 7 10 3 .18 0.0203:1 3: 1 3:1 102.08 10 0 .0 0 10 2 .4 5 0.0203:1 3: 1 3:1 101.33 9 9 .8 6 10 2 .3 0 0.018 3: 1 3:1 100.38 3:1 9 7 .7 0 10 3 .0 2 0.000 99.40 3: 1 3:1 9 7 .3 1 10 3 .0 7 0.000 3:1 3: 1 99.29 9 6 .8 6 10 3 .10 0.000 3: 1 99.22 3:1 9 6 .0 5 10 3 .2 4 0.000 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 1.d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 95 95 100 100 105 105 110 110 29+74.00 95 95 100 100 105 105 110 110 30+00.00 95 95 100 100 105 105 110 110 30+26.98 95 95 100 100 105 105 110 110 30+50.00 95 95 100 100 105 105 110 110 31+00.00 00 1010 2020 3030 4040 50506070 100 100 105 105 110 110 115 115 31+50.00 105 105 110 110 115 115 32+00.00 105 105 110 110 115 115 120 120 32+50.00 105 105 110 110 115 115 120 120 33+00.00 110 110 115 115 120 120 33+50.00 110 110 115 115 120 120 34+00.00 X-5 -L1- 9 7 .3 2 10 3 .3 1 0.000 9 7 .2 4 10 3 .2 7 0.000 9 7 .0 6 10 3 .11 0.000 9 7 .8 4 10 3 .0 9 0.009 3: 13:1EX JB 10 1.2 6 10 4 .2 9 0.020 3: 13:1 10 6 .18 10 7 .2 6 0.020 3: 13:1 111.9 6 111.0 1 0.020 3:1 116 .0 0 114 .6 6 0.020 3:1 116 .0 3 115 .8 4 0.020 3:1 114 .9 4 114 .7 6 0.020 3:1 113 .5 6 113 .9 0 0.0203:1 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 1.d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 110 110 115 115 120 120 34+50.00 110 110 115 115 120 120 34+75.00 110 110 115 115 120 120 35+00.00 110 110 115 115 120 120 35+30.00 115 115 120 120 125 125 35+50.00 X-6 -L1- 113 .9 5 114 .3 7 0.020 3:13: 1 113.92 3:1 114 .3 6 115 .15 0.0203:1 114.42 3:13: 1 114 .9 1 116 .2 9 0.014 3: 1 114.93 3:1 117 .3 1 118 .14 0.002 3: 13:1 118 .16 118 .8 9 0.006 3: 1 3:1 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 2 .d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 115 115 120 120 40+00.00 115 115 120 120 125 125 40+50.00 115 115 120 120 125 125 40+70.00 115 115 120 120 125 125 130 130 41+00.00 120 120 125 125 130 130 41+50.00 120 120 125 125 130 130 42+00.00 00 1010 2020 3030 4040 50506070 120 120 125 125 130 130 42+50.00 120 120 125 125 130 130 43+00.00 120 120 125 125 130 130 43+50.00 120 120 125 125 130 130 44+00.00 120 120 125 125 130 130 44+50.00 120 120 125 125 130 130 45+00.00 X-7 -L2- 119 .0 0 119 .6 4 119 .4 1 0.016 3:1 12 1.0 0 12 0 .9 3 0.003 12 2 .3 1 12 2 .3 5 0.017 3: 1 3:1 12 3 .3 1 12 3 .2 4 0.0203: 1 12 4 .16 12 3 .7 5 0.020 3: 1 12 4 .9 6 12 3 .3 8 0.020 3: 1 12 4 .9 1 12 3 .0 1 0.020 3: 1 12 4 .17 12 2 .7 7 0.020 3: 1 12 3 .7 8 12 2 .6 2 0.020 3: 1 12 2 .6 6 0.020 3: 1 12 3 .3 6 12 2 .9 1 0.020 12 3 .2 1 3: 1 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 2 .d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 12 3 .0 0 12 2 .8 4 0.020 00 1010 2020 3030 4040 50506070 120 120 125 125 130 130 45+50.00 120 120 125 125 130 130 46+00.00 120 120 125 125 130 130 46+50.00 120 120 125 125 130 130 47+00.00 120 120 125 125 130 130 47+50.00 120 120 125 125 130 130 48+00.00 00 1010 2020 3030 4040 50506070 120 120 125 125 130 130 48+50.00 120 120 125 125 130 130 49+00.00 120 120 125 125 130 130 49+50.00 120 120 125 125 130 130 50+00.00 120 120 125 125 130 130 50+50.00 120 120 125 125 130 130 51+00.00 X-8 -L2- 12 2 .9 8 0.020 12 3 .0 6 12 3 .0 0 12 2 .9 4 0.0203:1 12 2 .9 9 12 3 .0 9 0.020 3:1 12 3 .0 0 12 3 .3 5 0.0203:1 3: 1 12 3 .0 0 12 4 .11 0.0203:1 3: 1 3: 1 121.60 12 2 .7 7 12 3 .8 7 0.0203:1 3: 1 3: 1 121.75 12 3 .0 0 12 3 .4 5 0.0203:1 3: 13: 1 121.90 12 2 .8 7 12 3 .0 3 0.0203:1 122.05 3: 1 12 2 .8 1 12 3 .0 3 0.0203:1 3: 1 122.20 3: 1 12 2 .8 0 12 3 .4 5 0.0203:1 3: 1 122.35 3: 1 12 2 .7 8 12 3 .8 8 0.0203:1 3: 1 122.50 3: 1 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER:JOB NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 2 .d g n ROADWAY CROSS SECTIONS MULTI-USE PATH AND PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050 0 105 Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 120 120 125 125 130 130 51+50.00 120 120 125 125 130 130 52+00.00 120 120 125 125 130 130 52+50.00 120 120 125 125 130 130 53+00.00 120 120 125 125 130 130 53+50.00 120 120 125 125 130 130 54+00.00 00 1010 2020 3030 4040 50506070 120 120 125 125 130 130 54+50.00 120 120 125 125 130 130 55+00.00 120 120 125 125 130 130 55+50.00 120 120 125 125 130 130 56+00.00 120 120 125 125 130 130 56+50.00 125 125 130 130 135 135 57+00.00 X-9 -L2- 12 2 .7 7 12 4 .2 1 0.0203:1 3: 1 121.70 3: 1 12 2 .9 4 12 3 .8 0 0.0203:1 3: 1 121.85 3: 1 12 3 .0 0 0.0203:1 3: 1 12 3 .3 1 122.00 3: 1 12 3 .0 0 0.020 12 3 .0 6 3:1 122.15 3: 1 12 3 .0 0 12 3 .15 0.0203:1 122.30 3: 1 12 3 .0 4 12 3 .3 5 0.0203:1 3: 1 122.45 3: 1 12 3 .4 1 12 3 .5 5 0.0203:1 12 3 .7 9 0.020 12 3 .8 0 3:1 12 4 .4 1 12 3 .4 3 3:1 0.000 3: 1 12 5 .3 3 12 5 .4 6 0.0203:1 12 6 .2 1 12 6 .5 6 0.0203:1 12 7 .16 12 7 .2 6 0.0203:1 3 / 3 / 2 0 15 PROJECT: SHEET NUMBER: REV. No.:REVISION:DATE:DRAWN BY:CHECKED BY: 011746024 K : \ R A L _ R o a d w a y \ 0 117 4 6 0 2 4 - N e w H o p e M u l t i U s e P a t h \ R o a d w a y \ X S C \ N e w H o p e R d _ r d y _ x p l _ L 2 .d g n JOB NUMBER: ROADWAY CROSS SECTIONS MULTI-USE PATH AND 0 105 PE NO. F-0102 PREPARED IN THE OFFICE OF: P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 PHONE: (919) 677-2000 FAX: (919) 677-2050Copyright Kimley-Horn and Associates, Inc., 2015 shall be without liability to Kimley-Horn and Associates, Inc. reliance on this document without written authorization and adoption by Kimley-Horn and Associates, Inc. intended only for the specific purpose and client for which it was prepared. Reuse of and improper This document, together with the concepts and designs presented herein, as an instrument of service, is (EB-5508) NEW HOPE ROAD MULTI-USE PATH 00 1010 2020 3030 4040 50506070 125 125 130 130 135 135 57+50.00 125 125 130 130 135 135 58+00.00 125 125 58+25.00 X-10 -L2- 12 7 .7 2 12 7 .8 7 0.013 3:1 12 7 .8 9 12 7 .8 6 0.020 3:1 12 7 .7 8