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Home My WebLink About20191233 Ver 2_C-5604OD Crabtree Creek Greenway_20210305Ri chl and Cr eekCrabtree Creek H14014.00 GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 DATE: JUNE 22, 2020 ICVICVICV TPED T TT T T EB FOWP 4TREE 4LI 4LI 4LI 4LI 4LI 4LI 6TREE 4TREE 4TREE 4TREE 274274 269 W/E 252.4 W/E 285.7 262.1 W/E W/E 272.8 274.9 W/E W/E 273.1 259.5 W/E W/E 247.3 232.1 W/E 240.4 W/E W/E 240.4 EXIST ROWFUNC. CLASSIFICATION LEAN ANGLE DESIGN SPEED = = = DESIGN DATA PROJECT LENGTH GRAPHIC SCALES 0 PROFILE (HORIZONTAL)PLANS PROFILE (VERTICAL) 0 NORTH CAROLINA CITY OF RALEIGH CRABTREE CREEK WEST GREENWAY FROM EBENEZER CHURCH ROAD TO LINDSAY DRIVE LOCATION: 1 VICINITY MAPEBENEZER CHURCH RD.DURALEI GH RD.LI NDSAY DR.PICARDY DR.PARK STATE UMSTEAD POYNER RD.BOXWOOD RD. WEAVER DR. -L1--L2--L1- -L2- STA. 46+30.36 END CONSTRUCTION -L1- STA. 4+12.68 BEGIN CONSTRUCTION BOARDWALK 1 BRIDGE 1 BRIDGE 2 BOARDWALK 2 BRIDGE 3 BEGIN PROJECT -L1- STA. 63+10.02 END CONSTRUCTION -L2- STA. 10+80.60 BEGIN CONSTRUCTION 30 15 0 30 60 30 15 30 60 LENGTH OF PROJECT LENGTH OF BRIDGE LENGTH OF BOARDWALK LENGTH OF ASPHALT TRAIL = = = = 1.80 MI 0.06 MI 0.01 MI 1.73 MI 1"=30'1"=30'1"=6' PARK STATE UMSTEAD 4 5 6 7 8 9 10 11 12 13 14 15 6 1236 LI NDSAY DR.DURALEI GH RD.EBENEZER CHURCH RD.PI CARDY DR.OAK P ARK RD.ADLER PASSCRABTREE CREEK RICHLAND CREEKCLYDEN COVE BRIDGE 4 BOARDWALK 4 BRIDGE 5 NEIGHBORHOOD CONNECTION PARKING LOT 16 17 & EROSION CONTROL BOARDWALKS, BRIDGES, DRAINAGE, GRADING, PAVING, RETAINING WALLS, TYPE OF WORK: ACCESS CONSTRUCTION ACCESS CONSTRUCTION ACCESS CONSTRUCTION ACCESS CONSTRUCTION END PROJECT ACCESS CONSTRUCTION INDEX OF SHEETS BOARDWALK 5 BOARDWALK 6 NCDOT TIP# C-5604-OD TRANSPORTATION 20 DEGREES 20 MPH BOARDWALK 3 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL ANILO RAC HTRO NLA NOISSEFO RPREENIGNE JO HNM.KA M PRATH14101 SEAL -L2_REV- STA. 10+00.00 -L2- STA. 41+00.00= -L2- STA. 43+50.00 -L2_REV- STA. 12+52.44= -L2- -HSW- -Y3- -Y5- -L2_REV--PLCON- CROSS SECTION SHEETSX-1 - X-62 RETAINING WALL DETAILSW-1 - W-5 SUSPENSION BRIDGESS-1 - SS-14 BOARDWALKSSB-1 - SB-16 STRUCTURESS-1 - S-19 MANAGEMENT PLANS CONSTRUCTIONCMP-1 - CMP-3 UTILITY CONSTRUCTION PLANSC6 - C6.1 AMENITY PLAN SHEETS SIGNING, DELINEATION, ANDSD-4 - SD-16 AMENITY DETAILSSD-3 - SD 3A DETAILS SIGNING/PAVEMENT MARKINGSD-2 SIGNING DETAILSSD-1A -SD-1C SIGNING/AMENITY SUMMARYSD-1 LANDSCAPE PLANSL1 - L2 TREE SURVEY SHEET TS-1 TREE CONSERVATION AREA SHEETSTCA-1 - TCA-5 GRADING PLANSG4 - G16 EC31/CONST17 EROSION CONTROL PLANSEC4/CONST4 - EROSION CONTROL DETAILSEC-3A - EC-3J EROSION CONTROL NOTESEC-3 EROSION CONTROL TITLEEC-1 EXISTING CONDITIONS PLANSE1 - E13 PROFILE SHEETS18 - 27 PLAN SHEETS4 - 17 DRAINAGE SUMMARY3A ROADWAY SUMMARY3 GUARDRAIL DETAILS2E - 2F TEMPORARY SHORING DETAIL2D GREENWAY DETAILS2C TYPICAL SECTIONS2 - 2B BUILDING CODE SUMMARY1K - 1L EXISTING RECORDED PLATS1D - 1J GENERAL NOTES1B - 1C PLAN SHEET SYMBOLS1A TITLE1 COR: 274-PR-CrabtreeWest-XX-XX-XX FA# CMAQ.0520(57) WBS: 43714.3.8 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 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 HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ;zvW 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 Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Booth Telephone Pedestal U/G Telephone Cable Hand Hole R }Tp Q l e ] / b H-Frame Pole O O 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 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 ] GAS: Gas Valve Gas Meter Recorded U/G Gas Line n c 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.*) d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line ? CONC CONC WW vvDrainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil 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 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 Woods Line 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.*) Designated U/G Gas Line (S.U.E.*) U/G Test Hole (S.U.E.*) *S.U.E. = Subsurface Utility Engineering WLB EIP BECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. Note: Not to Scale Abandoned According to Utility Records WLB EAB EPB R W R W R W C A TDE PDE PUE S P P 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 Iron Pin and Cap Marker TUE Iron Pin and Cap Marker Proposed Right of Way Line with AUE CRProposed Curb Ramp STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring 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 Water Manhole 1A TCE PGE Proposed Safety Rail Proposed Chain Link Fence White Vinyl Fence Temporary Construction Easement Temporary Drainage Easement Permanent Drainage Easement Permanent Greenway Easement Permanent Utility Easement Temporary Utility Easement Aerial Utility Easement Conservation Easement Permanent Easement with Existing Sanitary Sewer Easement Line PGE/TCA Tree Conservation Area Permanent Greenway Easement / Right of Entry Line ROE PTCAPrimary Tree Conservation Area CRZCritical Root Zone 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 1B GENERAL NOTESGENERAL NOTESGENERAL NOTES SEQUENCE OF CONSTRUCTION ACTIVITIES NOTES 2. 3. 4. 5. 6. 7. 8. 9. 13. 12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1.1. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. AT THE CONTRACT PRICE FOR "TEMPORARY SHORING". ANY ADDITIONAL SHORING REQUIRED FOR THE PROJECT NOT SHOWN ON THE PLANS WILL BE PAID FOR PERMISSION OF THE ENGINEER AND OWNER. FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE ENGINEER AND OWNER IN WRITING SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH ASSOCIATED WITH PROJECT AS SET FORTH IN THESE PLANS. IF DEPARTURES FROM THE THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS VERTICAL CLEARANCE. OF TRAIL OR WITHIN REQUIRED DRAINAGE DITCHES. TRIM UP BRANCHES OF TREES TO PROVIDE 10' PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL VEGETATION TO 3' BEYOND ASPHALT EDGE CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL REPRESENTATIVE AND PROPERTY OWNER PRIOR TO CONSTRUCTION. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION SHALL BE CONFIRMED BY CONTRACTOR WITH OWNER'S ACCORDING TO DETAIL. CONDITION PRIOR TO DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND PATTERNS OR STRUCTURES BY THE CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED OTHERWISE. ANY DISTURBANCE OF THE CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER DRAINAGE AND PATTERNS OTHER OBSTACLES ETC SHALL BE APPROVED BY CITY OF RALEIGH. EXISTING CONDITIONS PRIOR TO CONSTRUCTION. DEVIATION FROM ALIGNMENT DUE TO LARGE TREES OR STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING FOR APPLICABILITY TO TO CONSTRUCTION MEETING. OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE RESOLVED PRIOR CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL ACCORDING TO PLANS AND OBTAIN APPROVAL FROM MADE TO MAINTAIN STORM WATER DRAINAGE DURING CONSTRUCTION. DOES NOT REMAIN OUT OF SERVICE FOR LONGER THAN 12 HOURS AT A TIME. PROVISIONS SHALL BE PIPING ARE IMMEDIATELY PUT INTO SERVICE. CONTRACTOR SHALL ENSURE THAT STORM DRAINAGE IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE REMOVED AND NEW STRUCTURES AND DEMOLITION, AND SUBSEQUENT CONSTRUCTION OF STORM DRAINAGE FACILITIES SHALL BE PERFORMED TRAFFIC AWAY FROM HAZARDOUS AREAS. CONSTRUCTION MUST BE REPLACED AT THE END OF EACH WORK PERIOD TO DIRECT PEDESTRIAN CONSTRUCTION/SAFETY FENCING REMOVED TO FACILITATE ACCESS BY THE CONTRACTOR FOR EQUIPMENT AND SUPPLIES RETURNED TO THE CONSTRUCTION STAGING AREA. ANY EXCAVATION MUST BE FILLED IN AND TAMPED AT THE CONCLUSION OF EACH WORK PERIOD, AND THE SATISFACTION OF THE OWNER, PRIOR TO DEMOBILIZATION AT THE CONCLUSION OF THE PROJECT. CONTRACTOR SHALL RESTORE ALL LAY DOWN AND STAGING AREAS TO ORIGINAL CONDITIONS AND TO CALL NC811 @ 1-800-632-4949 FOR UTILITY LOCATION PRIOR TO ANY EARTHWORK. CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR. UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES DAMAGED DURING CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION. ALL REPRESENTATIVE IMMEDIATELY. BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO EXISTING UTILITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE ARE BASED ON THE BEST RELOCATION OF EXISTING UTILITIES TO BE COORDINATED WITH THE LOCAL UTILITY PROVIDER(S). REMOVED FROM THE SITE ON A DAILY BASIS. MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES, OR HIS WORK. ALL DEBRIS SHALL BE THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE NO GRADING IS TO OCCUR IN THE TREE PROTECTION AREAS OR TREE CRITICAL ROOT ZONES. SHALL BE INSTALLED PRIOR TO PRE-CONSTRUCTION MEETING. PRE-CONSTRUCTION MEETING PRIOR TO LAND DISTURBANCE. TREE PROTECTION FENCING CAN AND CONTACT CITY OF RALEIGH PARKS, RECREATION, AND CULTURAL RESOURCES DEPARTMENT TO SET UP A TO BE REMOVED FROM REMAINING VEGETATION. INCLUDING TREE REMOVAL, IN SUCH A MANNER AS TO CLEARLY AND ADEQUATELY SEPARATE ALL TREES ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO LAND DISTURBANCE OPERATIONS DEMOLITION TO OBTAIN A CLEAN EDGE. WHERE ASPHALT SECTION IS REMOVED, CONTRACTOR SHALL USE A SAW CUT AT THE LIMITS OF INSPECTIONS, CERTIFICATIONS, PERMITS, EQUIPMENT, ETC. THAT MAY BE REQUIRED. APPLICABLE STATE, COUNTY, AND LOCAL CODES. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL ALL DEMOLITION AND SUBSEQUENT CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND ALL DEMOLITION SHALL BE APPROVED BY CITY OF RALEIGH. STRUCTURES, UNLESS NOTED OTHERWISE IN THESE PLANS OR ASSOCIATED SPECIFICATIONS. APPLICABLE REQUIREMENTS OF THE JANUARY 2018 NCDOT STANDARD SPECIFICATIONS FOR ROADS AND THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE CONTROL DEVICES. CONTRACTOR IS REQUIRED TO MAINTAIN A WEEKLY WRITTEN REPORT OF SEDIMENT AND EROSION OFFICER. OBTAIN CERTIFICATE OF COMPLIANCE. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY ENVIRONMENTAL TEMPORARY EROSION CONTROL MEASURES, SMOOTH AREA AND APPLY APPROPRIATE GRASS. SEDIMENT FROM SEDIMENT TRAPPING MEASURES AND SPREAD EVENLY ACROSS THE SITE. THEN REMOVE AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED REQUIRED TO ESTABLISH AND MAINTAIN A VIGOROUS STAND OF GRASS. BE INSTALLED FOR ALL AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS LANDSCAPING. SEED ALL AREAS WITHIN 14 DAYS OF COMPLETING ACTIVITY. PERMANENT GRASS SHALL AS AREAS ARE BROUGHT UP TO FINISH GRADE, SPREAD TOPSOIL OVER ALL AREAS TO RECEIVE TURF OR PLACE TEMPORARY SEEDING ON ALL DISTURBED AREAS THAT WILL BE IDLE 14 DAYS OR LONGER. RAINFALL (0.5 INCHES OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT INSURE THAT SEDIMENT LADEN WATER IS DIRECTED TO SEDIMENT CONTROL DEVICES. BEGIN GRADING & CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE. PROPOSED LIMITS OF DISTURBANCE. TOPSOIL AND STONE BASE REMOVAL AND/OR STORAGE AREAS SHALL BE CONTAINED WITHIN THE ENVIRONMENTAL INSPECTOR AND OBTAIN CERTIFICATE OF COMPLIANCE. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. CALL FOR ON-SITE INSPECTION BY CITY APPROVED PLANS. SILT FENCE OUTLETS SHALL BE INSTALLED PER FIELD LOCATED LOW POINTS AND AS SHOWN ON INSTALL TREE PROTECTION FENCING, SILT FENCE, COMBINATION FENCE, AND SILT FENCE OUTLETS. DETERMINE AND MARK LIMITS OF DISTURBANCE. RALEIGH DEVELOPMENT SERVICES DEPARTMENT. DISCUSSED WITH CITY OF RALEIGH PRIOR TO THE START OF CONSTRUCTION. CONTACT THE CITY OF EC-15, EC-16, EC-18, EC-24, EC-25, EC-29, & EC-30. OTHER STAGING AREAS WILL NEED TO BE INSTALL CONSTRUCTION ENTRANCES AS NEEDED AT LOCATIONS SHOWN ON SHEETS EC-4, EC-10, EC-11, SCHEDULE A MEETING. QUALITY SECTION OF NCDEQ BEFORE LAND DISTURBING ACTIVITIES BEGIN. CALL 919-791-4200 TO ACTIVITIES. A MANDATORY PRE-CONSTRUCTION MEETING SHALL ALSO BE REQUIRED WITH THE LAND A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF ANY CONSTRUCTION 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 EROSION CONTROL NOTES EROSION PROVISION MISC - WETLANDS. TREES. STORM PIPING COMPACTION NOTES NOTES D. C. B. A. MULCHING AND MATTING SEEDING TECHNICIAN. COMPACTION IS OBTAINED, FIELD DENSITY TESTING SHOULD BE PERFORMED IN EACH LIFT BY A SOILS OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. TO CONFIRM THAT THE SPECIFIED DEGREE OF TEST. HOWEVER, THE UPPER 12 INCHES OF THE FILL PLACED SHOULD BE COMPACTED TO 98 PERCENT WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE AS DEFINED BY THE STANDARD PROCTOR COMPACTION LESS (LOOSE MEASURE), AND COMPACTED TO AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AND STRUCTURAL FILL BENEATH THE PAVED AREAS SHOULD BE PLACED IN UNIFORM LIFTS OF 8 INCHES OR PROTECTION INCHES OF SOIL DEPTH. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN MULCHED. SATURATE TO 4 WHICH CAN BE MULCHED ON SAME DAY. IMMEDIATELY FOLLOWING SEEDING APPLY MULCH OR MATTING. DO NOT SEED AREAS IN EXCESS OF THAT PER FOOT OF WIDTH. UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY. WITH A ROLLER, NOT LESS THAN 18 INCHES IN DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY. AFTER SEEDING, ROLL AREA PROVIDE EVEN DISTRIBUTION OF SEED. ROLLER-SEEDER, APPROVED HAND OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER-DRAWN SEED DRILL, COMBINATION CORRUGATED 1C 2018 NCDOT ROADWAY ENGLISH STD. DRAWINGS WILL BE DEDUCTED FROM RETAINAGE OR OTHER MONIES DUE THE CONTRACTOR OR HIS CONTRACT. OF THE COSTS THAT WOULD HAVE BEEN INCURRED HAD THE WORK BEEN PERFORMED BY THE CONTRACTOR ANY COSTS INCURRED BY THE CITY FOR WORK PERFORMED BY OTHERS AS PROVIDED ABOVE IN EXCESS SEDIMENTATION CONTROL VIOLATIONS. CONTRACTOR. SUCH COSTS WILL INCLUDE CIVIL PENALTIES ASSESSED FOR SOIL EROSION AND TO THE FAILURE OF THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS WILL BE BORNE BY THE MADE TO THE CONTRACTOR FOR WORK PERFORMED BY OTHERS. ANY COSTS INCURRED BY THE CITY DUE ENGINEER MAY PROCEED TO HAVE THE WORK PERFORMED WITH OTHER FORCES. NO PAYMENT WILL BE WORK WITHIN 24 HOURS AFTER RECEIPT OF SUCH NOTICE WITH ADEQUATE FORCES AND EQUIPMENT, THE THAT THE CONTRACTOR FAILS TO BEGIN SUCH REMEDIAL ACTION OR FAILS TO BEGIN EROSION CONTROL INSPECTOR OR DEQ NOTIFYING THE CONTRACTOR TO COMPLY WITH THESE PROVISIONS. IN THE EVENT CONTROL PLAN OR TO PERFORM EROSION CONTROL WORK AS DIRECTED WILL RESULT IN THE ENGINEER, FAILURE ON THE PART OF THE CONTRACTOR TO COMPLY WITH THE PROVISIONS OF THE EROSION THE SEDIMENT POLLUTION CONTROL ACT OF 1973 AND THE 1974 AMENDMENTS TO THE ACT. RESERVOIRS, OTHER WATER IMPOUNDMENTS, GROUND SURFACES, OR OTHER PROPERTY AS REQUIRED BY CONTRACT TO PREVENT THE EROSION OF SOIL AND THE SEDIMENTATION OF STREAMS, LAKES, THE CONTRACTOR SHALL BE REQUIRED TO TAKE EVERY REASONABLE PRECAUTION THROUGHOUT THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPLETION AND PAVEMENT DESIGN, ETC. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT AND FOLLOW THE A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. NOTED. FEES AND RESTORATION COSTS ARE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE CONSTRUCTION, MAINTENANCE, REMOVAL OF ALL EROSION CONTROL DEVICES, ALL FINES, LEGAL INSPECTIONS DEPARTMENT. REPRESENTATIVE OF THE STATE/COUNTY STORM WATER MANAGEMENT SECTION AND THE LOCAL ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A LOCAL THAT ARE 4:1 OR STEEPER, MULCH WILL BE ANCHORED. DURING UNSUITABLE GROWING SEASONS, MULCH WILL BE USED AS A TEMPORARY COVER ON SLOPES GRADING. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS OF COMPLETION OF REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY EROSION CONTROL ORDINANCE AND IS SUBJECT TO FINE. ANY GRADING BEYOND THE LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE STATE/COUNTY ON-SITE BURIAL PITS ARE NOT ACCEPTABLE. SEE CONTRACT DOCUMENTS AND SHEET EC-03 FOR SEEDING SPECIFICATIONS. ACREAGE OF PERMANENT AND TEMPORARY SEEDING IS 18 ACRES. TOTAL ACREAGE OF DISTURBED AREA IS 11.1 ACRES. GRADES UNLESS OTHERWISE NOTED ON THE PROFILE. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS). ON ALL STORM PIPING, BURY INVERTS ONLY AS NEEDED. DRAINAGE SUMMARY SHEET. ALL STORM PIPING SHALL BE HDPE DBL WALL-SMOOTH INTERIOR EXCEPT WHERE OTHERWISE NOTED. SEE CONTRACTOR'S EXPENSE. DETERMINED BY THE OWNER, REPLANTING MAY BE ORDERED AT A COMPENSATORY RATE AT THE REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. IF EGREGIOUS VIOLATIONS OCCUR AS SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS AND MATCH PIPING TO DITCH CENTERLINE. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION WETLAND LOCATION/DELINEATION BY ECOLOGICAL ENGINEERING (VHB) DATED 9/22/2014 & 9/23/2014. BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF APPLICABLE, ROCK BLASTING PROVISION. EXCAVATION ON THE PROJECT. SEE SECTION 220 OF THE STANDARD SPECIFICATIONS AND IF ROCK IS ANTICIPATED BETWEEN -L2- STA. 12+00 TO STA. 18+00. BLASTING MAY BE REQUIRED FOR ROCK Drainage Ditches with Class 'B' Rip Rap Guide for Rip Rap at Pipe Outlets Rip Rap in Channels Structure Anchor Units Guardrail Installation Guardrail Placement Concrete Paved Ditches Driveway Turnout - Radius Type Concrete Sidewalk Concrete Junction Box - 12" thru 66" Pipe Frames and Wide Slot Sag Grates Concrete Grated Drop Inlet Type 'B' - 12" thru 36" Pipe Drop Inlet Frame and Grates - for use with Std. Dwg.s 840.14 and 840.15 Brick Drop Inlet - 12" thru 30" Pipe Concrete Drop Inlet - 12" thru 30" Pipe Method of Shoulder Construction - High Side of Superelevated Curve - Method I Method of Pipe Installation - Method 'A' Rock Plating Guide for Berm Ditch Construction Method of Obtaining Superelevation - Two Lane Pavement Guide for Grading Subgrade - Secondary and Local Method of Clearing - Method II TITLE A. D. C. B. 3. 2. 1. A. APPROPRIATE MEANS. MAINTAIN AND PROTECT SLOPES FROM WEATHER-DAMAGE. PROTECT SEEDED AREAS FROM DAMAGE BY BARRICADES, SIGNS, AND OTHER APPROVED PLANS. EXCELSIOR MATTING SHALL MEET NCDOT STANDARD SPECIFICATIONS AND SHALL BE INSTALLED PER OTHER TYPES OF MULCH AND ANCHORING METHODS MAY BE USED UPON APPROVAL BY THE ENGINEER. TACKING STRAW MULCH. GRADE RC-2 OR OTHER APPROVED EQUAL. AN APPROVED JUTE MESH OR NET MAY BE USED IN LIEU OF FOR TACK USE AN ASPHALT TIE-DOWN OF EMULSIFIED ASPHALT GRADE AE-E OR CUT-BACK ASPHALT USE TACK TO PREVENT DISRUPTION OF MULCH. AT 5 FOOT INTERVALS, IMMEDIATELY AFTER SEEDING. SLOPES GREATER THAN 5:1 MULCH WITH MATTING. PIN MATTING TO THE GROUND WITH WIRE STAPLES RATE OF NOT LESS THAN 92 LBS. PER 1000 SQ.FT. SLOPES FROM 5:1 OR FLATTER BY SPREADING A LIGHT COVER OF MULCH OVER SEEDED AREA AT THE THAN THE FOLLOWING: APPLY MULCH OR MATTING AS REQUIRED TO RETAIN SOIL AND GRASS, BUT NO LESS SPECIFICATIONS. ADDITIONAL NCDOT STANDARDS NOT ON THE LIST ABOVE MAY BE REQUIRED AS PER PLAN DETAILS AND 876.04 876.02 876.01 862.03 862.02 862.01 850.01 848.02 848.01 840.31 840.22 840.18 840.16 840.15 840.14 DIVISION 8 - INCIDENTALS 560.01 DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 300.01 DIVISION 3 - PIPE CULVERTS 275.01 240.01 225.04 225.02 200.02 DIVISION 2 - EARTHWORK STD.NO. APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: BRANCH - N.C. DEPARTMENT OR TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018 ARE THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 1D 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 1E BKBM2019PG00364 BKBM2019PG00365 BKBM2019PG00366 BKBM2019PG00362 BKBM2019PG00363 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 1F BK015580PG00935 BK015580PG00936 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 1G 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 1H 6/22/2020 1I H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 1J H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 1K H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 1L H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 POINT GRADE C1 CL J1 2' GROUND ORIGINAL 2' GRADE TO THIS LINE 0.02 0.02 0.02 0.02 V12:12' 8" 12' CHAIN BEGIN STATION END STATION C1 J1 PAVEMENT SCHEDULE NTS V1 PROPOSED 6" AGGREGATE BASE COURSE TYPICAL SECTION #1 - 12' ASPHALT GREENWAY TRAIL FLATTER2:1 or 2:1 MAX. 2 4+12.68 51+00.00 63+70.29 -L1- -L1- -L1- -L1- -L1- -L1- -L2- GROUND ORIGINAL COMPACTED SUBGRADEUPHILL SIDE CREEK SIDE -L1- POINT GRADE CL 2' GROUND ORIGINAL 2' GRADE TO THIS LINE 0.02 0.02 0.02 0.02 2:12'12' FLATTER2:1 or 2:1 MAX. GROUND ORIGINAL COMPACTED SUBGRADE UPHILL SIDE CREEK SIDE TYPICAL SECTION #2 - 12' CONCRETE GREENWAY TRAIL A1 T T 2' 0.02 GROUND ORIGINAL GROUND ORIGINAL 0.02 T J1 2' 0.02 GROUND ORIGINAL J1 A1 SHOULDER SEEDED GRADE CONTRACTOR SHOULDER SEEDED GRADE CONTRACTOR C2 110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE -L1-,-L2- CREEK SIDEUPHILL SIDE -L1- 165 LBS. PER SQ. YD., IN EACH OF TWO LAYERS COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE S 4" CONCRETE SIDEWALK 41+00.00-L2- 14+50.14 17+15.00-L2- 19+11.00-L2- SHOULDER SEEDED GRADE CONTRACTOR CL INSET 3 *PROVIDE A SAFETY RAIL FOR THE FOLLOWING CIRCUMSTANCES: SLOPE ≥ 3:1 AND DROP OF 6' SLOPE ≥ 2:1 AND DROP OF 4' SLOPE ≥ 1:1 AND DROP OF 1' SHOULDER SEEDED GRADE CONTRACTOR SHOULDER SEEDED GRADE CONTRACTOR 10+80.34 12+78.42-L2- J2 J2 J2 10+78.33 (BEGIN APPR. SLAB) 11+28.33 (END APPR. SLAB)14+71.25 (BEGIN APPR. SLAB) 15+41.41 (END APPR. SLAB)22+73.92 (BEGIN APPR. SLAB) 23+44.08 (END APPR. SLAB)31+03.00 (BEGIN APPR. SLAB) 31+43.00 (END APPR. SLAB)34+52.92 (BEGIN APPR. SLAB) END STATIONBEGIN STATIONCHAIN 39+79.83 (BEGIN BOARDWALK 3) 42+81.83 (END BOARDWALK 3)51+00.00 (TRANS. TO ASPHALT) 4' SHOULDER 3:1WIDE SHOULDER INSET 2 *USE WHERE CONDITIONS PERMIT THE USE OF A 4' SHOULDER SHOULDER SEEDED GRADE CONTRACTOR J22:1 MAX. 1' 2'SAFETY RAIL 6' J2J1 4' SHOULDER WIDE SHOULDER INSET 1 *USE WHERE CONDITIONS PERMIT THE USE OF A 4' SHOULDER 2:1 MAX. SHOULDER SEEDED GRADE CONTRACTOR J2 24+90.37 (BEGIN APPR. SLAB) 35+40.40 (BEGIN APPR. SLAB) 35+90.40 (END APPR. SLAB) VARIABLE DEPTH AGGREGATE BASE COURSE EARTH MATERIAL 27+25.37 (END APPR. SLAB) J1 APPLIES TO: TYPICAL SECTION #1 & #2 - BOTH SIDES TYPICAL SECTION #3 - RIGHT SIDE TYPICAL SECTION #4 - LEFT SIDE APPLIES TO: TYPICAL SECTION #1 & #2 - BOTH SIDES TYPICAL SECTION #3 - RIGHT SIDE TYPICAL SECTION #4 - LEFT SIDE APPLIES TO: TYPICAL SECTION #1 & #2 - BOTH SIDES TYPICAL SECTION #4 - LEFT SIDE TYPICAL SECTION #7 - RIGHT SIDE J2 J2 -AFTER THE STONE BASE PRIOR TO PAVING -AFTER THE FINISHED SUBGRADE PRIOR TO STONE BASE -PRIOR TO PLACING FILL IN LOW AREAS AGENCY AT THE FOLLOWING THREE STAGES OF TRAIL CONSTRUCTION: PROOFROLLING SHALL OCCUR IN THE PRESENCE OF THE OWNER'S TESTING4. DISTURBED BY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES3. SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.2. FOR DIRECTION OF SLOPE. CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS SECTIONS1. NOTES: " PORTLAND CEMENT CONCRETE PAVEMENT2 14 "2 110 35+04.08 (END BRIDGE 3) -L1-,-L2-,-L2_REV- 12+52.4410+00.00 43+50.00 46+90.95-L2- -L2_REV- GEOTEXTILE FOR PAVEMENT STABILIZATION H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 T MAX2:1 POINT GRADE MAX2:1 CHAIN BEGIN STATION END STATION 13+80.35 17+15.00 19+11.00 -L2- -L2- 2A NTS 12+78.42 13+71.22-L2- 8' 4" 0.020.02 1'1' COMPACTED SUBGRADE CL GROUND ORIGINAL GROUND ORIGINAL CHAIN BEGIN STATION END STATION 10+12.91 11+94.00 -HSW- -HSW- GROUND ORIGINAL 3:1RAIL SAFETY 2' GROUND ORIGINAL 2:1 MAX. 2:1 MAX ORIGINAL GROUND T HEIGHT VARIES. RETAINING WALL, SEGMENTAL GRAVITY POINT GRADE 2' GRADE TO THIS LINE 0.020.020.02 12' COMPACTED SUBGRADE CL A1 TYPICAL SECTION #4 - 12' CONCRETE GREENWAY TRAIL W/ CUT WALL (RIGHT SIDE) SHOULDER PAVED POINT GRADE 2' 2' GRADE TO THIS LINE 0.020.020.020.02 12' COMPACTED SUBGRADE CL HEIGHT VARIES. RETAINING WALL, SEGMENTAL GRAVITY -L2- (SEE DETAIL SHEET 2B) CONCRETE FOOTING 3:1 GROUND ORIGINAL TYPICAL SECTION #3 - 12' CONCRETE GREENWAY TRAIL W/ FILL WALL (LEFT SIDE) A1 CHAIN BEGIN STATION END STATION SEE SPECS APPLICATION ALT. GRAFFITI RESISTANT SHOULDER SEEDED GRADE CONTRACTOR SEE SPECS APPLICATION ALT. GRAFFITI RESISTANT 0.02 0.02 -L2- TYPICAL SECTION #6 - 8' CONCRETE SIDEWALK S SHOULDER SEEDED GRADE CONTRACTOR SHOULDER SEEDED GRADE CONTRACTOR 1' C1 J1 PAVEMENT SCHEDULE V1 PROPOSED 6" AGGREGATE BASE COURSE T A1 C2 110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE 165 LBS. PER SQ. YD., IN EACH OF TWO LAYERS COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE S 4" CONCRETE SIDEWALK J2 14+50.14 SHOULDER SEEDED GRADE CONTRACTOR SHOULDER SEEDED GRADE CONTRACTOR POINT GRADE 2' GRADE TO THIS LINE 0.020.020.020.02 12' COMPACTED SUBGRADE CL HEIGHT VARIES. RETAINING WALL, SEGMENTAL GRAVITY -L2- (SEE DETAIL SHEET 2B) CONCRETE FOOTING A1 SHOULDER SEEDED GRADE CONTRACTOR 1' 2:1 MAX T GROUND ORIGINAL 2:1 MAX ORIGINAL GROUND T HEIGHT VARIES. RETAINING WALL, SEGMENTAL GRAVITY SEE SPECS APPLICATION ALT. GRAFFITI RESISTANT 2' SHOULDER PAVED CHAIN BEGIN STATION END STATION 13+71.22-L2-13+80.35 TYPICAL SECTION #5 - 12' CONCRETE GREENWAY TRAIL W/ FILL & CUT WALL VARIABLE DEPTH AGGREGATE BASE COURSE EARTH MATERIAL J1 J1 J1 J2 J2 -AFTER THE STONE BASE PRIOR TO PAVING -AFTER THE FINISHED SUBGRADE PRIOR TO STONE BASE -PRIOR TO PLACING FILL IN LOW AREAS AGENCY AT THE FOLLOWING THREE STAGES OF TRAIL CONSTRUCTION: PROOFROLLING SHALL OCCUR IN THE PRESENCE OF THE OWNER'S TESTING4. DISTURBED BY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES3. SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.2. FOR DIRECTION OF SLOPE. CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS SECTIONS1. NOTES: " PORTLAND CEMENT CONCRETE PAVEMENT2 14 "2 110 "2 110 "2 110 4' BERM 0.02 SEE SPECS APPLICATION ALT. GRAFFITI RESISTANT 2:1 MAX T GROUND ORIGINAL 4' BERM 0.02 48" SAFETY RAIL 48" SAFETY RAIL GEOTEXTILE FOR PAVEMENT STABILIZATION H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 TRUSS, TYP STRUCTURAL STEEL CL 4'-0" MINIMUM12'-0" CLEAR CL 6'6' 12'-0" CLEAR DECK 4" CONCRETE48"2B BRIDGE TYPICAL SECTION #1 BOARDWALK TYPICAL SECTION #2 4" CONCRETE DECK POINT GRADE 2' GRADE TO THIS LINE 0.020.020.020.02 11' COMPACTED SUBGRADE SHOULDER SEEDED GRADE CONTRACTOR SHOULDER SEEDED GRADE CONTRACTOR -Y3- 11' CL 2:1FLATTER2:1 orGROUND ORIGINAL GROUND ORIGINAL2:1 MAX. C2 T HEIGHT VARIES. RETAINING WALL, SEGMENTAL GRAVITY 2:1 M A X T GROUND ORIGINAL (SEE DETAIL SHEET 2B) CONCRETE FOOTING POINT GRADE 2' GRADE TO THIS LINE 0.020.020.020.02 8'11' COMPACTED SUBGRADE SHOULDER SEEDED GRADE CONTRACTOR SHOULDER SEEDED GRADE CONTRACTOR -Y3- 11' CL 2:1FLATTER2:1 orGROUND ORIGINAL T 10+75.92 12+12.20-Y3- 2'-6" SIDEWALK 2' 1' S CHAIN BEGIN STATION END STATION 10+15.34 10+75.92-Y3- CHAIN BEGIN STATION END STATION 12+12.20 15+46.26-Y3- 8'2'-6" SIDEWALK SHOULDER SEEDED 2' S -L1-,-L2-,-PLCON- -L1-,-L2-,-PLCON- SEE SPECS APPLICATION ALT. GRAFFITI RESISTANT SHOULDER SEEDED GRADE CONTRACTOR 1'-6" C1 J1 PAVEMENT SCHEDULE V1 PROPOSED 6" AGGREGATE BASE COURSE T A1 C2 110 LBS. PER SQ. YD. IN EACH OF TWO LAYERS COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF PROPOSED APPROX. 2" ASPHALT CONCRETE SURFACE 165 LBS. PER SQ. YD., IN EACH OF TWO LAYERS COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF PROPOSED APPROX. 3" ASPHALT CONCRETE SURFACE S 4" CONCRETE SIDEWALK J2 1'-6" J2 J2 SEE BRIDGE PLANS FOR STATIONS SEE BOARDWALK PLANS FOR STATIONS TYPICAL SECTION #7 PARKING LOT TYPICAL SECTION #8 PARKING LOT EARTH MATERIAL VARIABLE DEPTH AGGREGATE BASE COURSE 9" J1 9" C2 J1 -AFTER THE STONE BASE PRIOR TO PAVING -AFTER THE FINISHED SUBGRADE PRIOR TO STONE BASE -PRIOR TO PLACING FILL IN LOW AREAS AGENCY AT THE FOLLOWING THREE STAGES OF TRAIL CONSTRUCTION: PROOFROLLING SHALL OCCUR IN THE PRESENCE OF THE OWNER'S TESTING4. DISTURBED BY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING ALL SLOPES3. SHOULDERS TO MATCH CROSS SLOPE OF GREENWAY TRAIL.2. FOR DIRECTION OF SLOPE. CROSS SLOPE DIRECTION VARIES. SEE PLAN VIEW AND CROSS SECTIONS1. NOTES: " PORTLAND CEMENT CONCRETE PAVEMENT2 14 4' BERM 0.02 48" SAFETY RAIL 5'*5'* 10'-0" CLEAR* 10'-0" CLEAR* * USE FOR BOARDWALK 5 & 6 AND BRIDGE 5 NOTE: USE 6" OF ABC FOR DIRT PATH GEOTEXTILE FOR PAVEMENT STABILIZATION H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 2C 51'-6"4"1'-0" A A 6'-6" B C C B FINISHED GRADE CONCRETE FOOTING GRAVEL BASE48"6 8'-0" CTR TO CTR 7'-7" FACE TO FACE 5" SQ POST " RAIL2 1" X 52 11 "2 110 2" 54" "2 114 PYRAMID POST CAP 4"1'-0"1'-6"3. SAFETY RAIL OFFSET FROM EOP WILL VARY. FIELD LOCATE. 2. FOOTING WIDTH TO BE (2X) POST WIDTH. MINIMUM DEPTH 30". 1. FENCE TO BE THREE-RAIL WHITE VINYL FENCE WITH NOMINAL 8' SECTION LENGTH GENERAL NOTES VINYL SAFETY FENCE 3 GALVANIZED CHAIN LINK FENCE GROUND WIRE 8' MAX. POST SPACING 3'-O" 6" MIN.3" " O.D. TOP RAIL2 11 POST 3" O.D. GALVANIZED STEEL END LINE/INTERMEDIATE POST 2" 0.D. GALVANIZED STEEL CORNERS TENSION BAR AT ENDS AND " TENSION BANDS WITH 4 3" X 4 15 START/STOP SECTION) TURNBUCKLE (@ EQUAL " O.D. TRUSS ROD WITH 16 5 BOTTOM RAIL TIES 24" O.C. ALONG TOP AND TENSION WIRE 12" 3,000 P.S.I. CONCRETE FOOTING (TYPICAL) EARTHSEE PLANS FOR SPECIFIC HEIGHT3'-0" 8' CHAIN " MESH GALVANIZED STEEL 4 12 4 GALVANIZED CHAIN LINK FENCE GROUND WIRE 8' MAX. POST SPACING 3'-O" 6" MIN.3" " O.D. TOP RAIL2 11 POST 3" O.D. GALVANIZED STEEL END LINE/INTERMEDIATE POST 2" 0.D. GALVANIZED STEEL CORNERS TENSION BAR AT ENDS AND " TENSION BANDS WITH 4 3" X 4 15 START/STOP SECTION) TURNBUCKLE (@ EQUAL " O.D. TRUSS ROD WITH 16 5 BOTTOM RAIL TIES 24" O.C. ALONG TOP AND TENSION WIRE 12" 3,000 P.S.I. CONCRETE FOOTING (TYPICAL) EARTHSEE PLANS FOR SPECIFIC HEIGHT 6' CHAIN " MESH GALVANIZED STEEL 4 12 (TYP) PITCHED (TYP) PITCHED 2 GREENWAY ENTRANCE STOP SIGN PLAN VIEW OTHERWISE NOTED 5FT RADIUS UNLESS CONCRETE/ASHPALT TIE TO EXISTING CONCRETE SURFACE WHEN TIEING TO 1/2" EXPANSION JOINT (SEE DETAIL 2, SHEET SD-2) MARKING 2" YELLOW PAVEMENT BY CONTRACTOR TRANSPORT AND PLACEMENT BY CONTRACTOR BOULDERS TO BE SUPPLIED BOULDER (TYP.) 6" SEE DETAIL 3, SHEET SD-3 HINGED BOLLARD5' MIN.GREENWAY TRAIL CENTERLINE STRIPING 4" YELLOW SEE DETAIL 1 TRUNCATED DOME PAVERS 9'x2' DETECTABLE WARNING, SIDEWALK SURFACE (TYP) DETECTABLE WARNING DEPRESSED 2'-6" CURB & GUTTER 6" W X 12"D CONCRETE CURB 2 3 1 4 TYPE N-2 (TEE INTERSECTION) 1/2" EXPANSION JOINT (TYP) R=1' (TYP) PAY LIMITS FOR CURB RAMP 1/2" EXPANSION JOINT (TYP) NON-W ALK SURFACE 6'(TYP) 4' M IN. 3. DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS 5. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT (12:1) IN RELATIONSHIP TO 6. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48" 7. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH 9. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL. OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS THE GRADE OF THE STREET. THE CITY OF RALEIGH WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT 2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS 1. CITY OF RALEIGH STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG). WHERE SIDEWALK IS REQUIRED. NONSKID SURFACE. INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE ADJUSTED IN COORDINATION WITH PLACEMENT. ALL RAMPS SHALL BE INSTALLED THE SAME WIDTH AS THE SIDEWALK. 8. A 1/2" EXPANSION JOINT INSTALLED FULL DEPTH WILL BE REQUIRED WHERE THE CONCRETE EXISTING CONCRETE. SIDEWALK ACCESS RAMP JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS 4. THE WALKING SURFACE SHALL BE SLIP RESISTANT. THE COLOR FOR THE DETECTABLE WARNING AREA SHALL BE YELLOW FOR CONTRAST. CURB RAMPS GENERAL NOTES 1 CURB RAMPS 2' DETECTABLE STANDARD 2'- 6" CURB & GUTTER DEPRESSED CURB SEE NOTE #1 WARNING DOMES PRECAST CLASS "B" CONCRETE 2.4" .20" 0.9" TO 1.4" 2" MIN. 0.65"2'-0" LENGTHDIAMETER OF THE BASE NO MORE THAN 65% LESS THAN 50% TO TOP DIAMETER OF NO 0.45" R TO 0.70" R BASE DIAMETER WITH DETECTABLE WARNING PAVERS DOMES CONCRETE PAVER DETECTABLE WARNING 1/4"/FT 4' MIN LANDING RAMP SECTION SLOPE 12:1 MAX (6' MIN.) 12" FLARES, ETC. WITH SAME POUR AS RAMP, FOR WARNING DOMES TO BE 4" CONCRETE FOUNDATION LIGHT ON DARK , OR DARK ON LIGHT SEQUENCE COVERING THE DETECTABLE WARNING AREA. 9' WIDTH NOTE: 1. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE , EITHER 7 TRUNCATED DOME PAVERS 1.6" TO ASPHALT TRA IL 2. CHARCOAL DOME PAVER COLOR TO BE APPROVED BY OWNER *SEE DETAIL 8 ON THIS SHEET FOR TRANSITION METAL SAFETY FENCE 2'-6" 2'-6" 2'-6" 2'-6"FACE OF CURB 10'-0" AA 30" BB 7" CC A B C LIP OF GUTTER C A B SECTION C-C SECTION B-B SECTION A-A BACK OF CURB 2'-6" JOINT 7" FACE OF CURB JOINT 10'-0" 5'-0" 1/2 " EXPANSION 1/2 " EXPANSION 7" 2'-6"2'-6"2'-6"2'-0"6"1"7 1/2" 8 3/4"1"7" 7" 12" 12" REQUIRED TRANSITION LENGTH 10" 10" PLAN VIEW 8 CURB TRANSITION TO VALLEY GUTTER 9 DECORATIVE FENCE 5. SAFETY RAIL OFFSET FROM EOP WILL VARY. SEE TYPICAL SECTIONS FOR PLACEMENT. PER SPECIFICATIONS. 4. ALL METAL SHALL BE GALVANIZED UNLESS SPECIFIED AS "BLACK POWDER COATED" " FILLET WELD. 2 13. ALL JOINTS TO HAVE A 2. TYPE OF PIPE TO BE USED IS 1-5/8" MAX. O.D. GALVANIZED STEEL PIPE 1. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH GENERAL NOTES H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 2D TRANSITION NOT TO BE LOCATED WITHIN THE CURB RADIUS. NOTES: H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 2E H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 2F H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 3 SAFETY FENCE AND RAIL SUMMARY ALIGNMENT COMMENTSLENGTH TOTAL -HSW-RT 10+50 (LT / RT) SIDE BEGIN STATION OFFSET OFFSETSTATION END 5'11+22 5'METAL SAFETY FENCE TYPE -Y3-RT 10+46 49.0' 71.5' LT 36+75 37+77-L1- -L1- -L1- 8' CHAIN LINK FENCE-L2- -L2- -L2- -L2- -L2- RT 39+68 RT 42+82 47+74 LT 11+00 16+61 LT 11+50 14+25 RT 10+97 12+74 15+76 24+24 RT RT 14+50 19+11 7'7' 8'7' 7'7' 7'7' 7'7' 6' CHAIN LINK FENCE 16.4'18.2' 7'7' 30.0' FENCE TO REMAIN OUT OF FLOODWAY 240.5' 500.5' 272.0' 338.0' 136.5' 143.0' 488.0' 123.5' LT VINYL SAFETY FENCE 1,776DURALEIGH RD RUNS BETWEEN L1 & L2 -HSW-LT 10+50 5'10+50 25.0' 40' DECORATIVE FENCE DECORATIVE FENCERT-HSW- 10+50 5'10+50 30' 35.0' 12+96 -L1-LT 7'7'VINYL SAFETY FENCE 48.0'5+25 5+73 -L1-LT 7'7'VINYL SAFETY FENCE 48.0'28+25 28+73 37+01 -L1-LT 59+25 7'60+30 7'VINYL SAFETY FENCE 104.0' -Y5-11+47RT10+00 152.0' -Y5-13+25RT12+50 80.0' -Y5-14+53LT13+75 80.0' 4'4'VINYL SAFETY FENCE 4'4'VINYL SAFETY FENCE 4'4'VINYL SAFETY FENCE TIE RAIL INTO BOARDWALK -L1-LT 39+48 7'7'45.5' 8' 22.5' TIE RAIL INTO BOARDWALK 11+945'11+32RT-HSW-5' 299.0' 39+80 METAL SAFETY FENCE METAL SAFETY FENCE METAL SAFETY FENCE METAL SAFETY FENCE METAL SAFETY FENCE METAL SAFETY FENCE METAL SAFETY FENCE METAL SAFETY FENCE METAL SAFETY FENCE BLACK POWDER COATED CONNECTS TO -Y3- BLACK POWDER COATED CONNECTS TO -HSW- BLACK POWDER COATED 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 DATE: JUNE 22, 2020 3A LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER) COMPUTED BY: CHECKED BY: DATE: DATE:7/19/2019 7/19/2019VHB VHB See "Standard Specifications For Roads and Structures, Section 300-5". Note: Invert Elevations are for Bid Purposes only and shall not be used for project construction stakeout.G.D.I. FRAME WITH TWO GRATES STD. 840.22G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24SIZE A BQUANTITIESFOR DRAINAGESTRUCTURESENDWALLS STATION STRUCTURE NO.R.C.P.C.S.P.PER EACH (0' THRU 5.0')5.0' THRU 10.0'10.0' AND ABOVE* TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.'A' + (1.3 X COL.'B')FROMTOTYPE OF GRATE FE GC.B. STD. 840.01 OR STD. 840.02ABBREVIATIONS LOCATION (LT,RT, OR CL)REMARKS 12"15"18"24"30"36"42"48" STANDARD 840.03 AND HOOD FRAME, GRATES CU. YDS. OR GAUGE THICKNESS *FT. LIN.TOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICALOTHERWISE) NOTED (UNLESS STD. 838.80 OR STD. 838.11 STD. 838.01, C.B. N.D.I. D.I. J.B. M.H. CATCH BASIN NARROW DROP INLET DROP INLET JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLETT.B.D.I. T.B.J.B.TRAFFIC BEARING JUNCTION BOX G.D.I.GRATED DROP INLET G.D.I. (N.S.) (NARROW SLOT) GRATED DROP INLET 48"42"36"30"24"18"15"DROP INLETCATCH BASINSECTIONTRANSITIONALCONCRETE(RCP, CSP, CAAP, HDPE, or PVC) DRAINAGE PIPE CORR. STEEL ELBOWS NO. & SIZECONC. COLLARS CL. "B" C.Y. STD 840.72CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71DO NOT USE RCPDO NOT USE CSPDO NOT USE CAAPDO NOT USE HDPE(CLASS III) R.C. PIPE **" R. C. PIPE (CLASS V)**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE15" SIDE DRAIN PIPE18" SIDE DRAIN PIPEPIPE REMOVAL LIN.FT.D.I. STD. 840.14 OR STD. 840.15D.I. FRAME WITH GRATE STD. 840.1612+93 -Y5-LT.0401 240.3 238.1 1 1 1 12+93 -Y5-LT.0401 0402 238.1 235.8 26 04035+40 -L1-235.0 231.0 39 11+12 -HSW- CL CL 0404 27265.8 262.0 0405 04060405 11+61 -Y3-LT. LT.11+61 -Y3- 243.7 240.7 240.7 239.2 16 1 CONCRETE JUNCTION BOX STD. 840.311 11+62 -Y5-LT.0407 241.0 237.6 11+62 -Y5-LT.0407 0408 237.6 237.3 20 1 1 60 REMOVE EXISTING DRIVE PIPE 5 TIE NEW JB TO EXISTING 15" CMP OUTLET & TIE TO NEW JB REPLACE DAMAGED SECTION OF 15" CMP 36+50 -L1-CL 0801 244.0 243.6 37TOTALS51 16 4 60112 59+18 -L1-CL 0901 337.9 334.7 37 27 18+21 -L2-LT.1102 238.4 232.4 18+21 -L2-LT.1102 1103 232.4 232.2 21 187 1 1 1CONCRETE GRATED DROP INLET TYPE 'B' STD. 840.181 1 22+00 -L2-CL 1201 229.0 228.7 35 35 39+22 -L2-CL 1401 229.9 229.5 34 CL 1402 226.7 226.5 39 1.0 1.0 12+00 -L2- REV PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 6/22/2020 235235235235235235 2352352352352352352352352 35 2 3 5 235 235 240240240240240240240 240240240240 240 240 240240240245245245245245 2452 4 5 245 245 250250250250250250255255255255255255260260260260260260265 265265265265270270270275275275275 275275275275 280H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 ICV ICV ICV TPED T T T T T EB FOWP 4TREE 4LI 4LI 4LI 4LI 4LI 4LI 6TREE 4TREE 4TREE 4TREE274274 2 6 9 RIP RAP RIP RAP WOODED AREA WOODED AREA WOODED AREA SE G M E N T E D B L O C K W A L L PERGOLA SUPPORT COLUMN (TYP .) ASPHALT PARKING PARK STOP (TYP .) LANDSCAPE AREA EXIST ROWLOT 213 PIN 0786-12-9457 BM 2007, PG 2444-2446 DB 16344, PG 1019 ASSOCIATION INC UMSTEAD HOMEOWNERS THE HAMPTONS AT N/F LOT 112 PIN 0786-21-7624 BM 2007, PG 2444-2446 DB 16344, PG 1019 ASSOCIATION INC UMSTEAD HOMEOWNERS THE HAMPTONS AT N/F LOT 111 PIN 0786-22-7860 BM 2008, PG 1009DB 11903, PG 91ASSOCIATION INCUMSTEAD HOMEOWNERSTHE HAMPTONS ATN/F SEE SHEET 5MATCHLINE -L1- STA 11+50.004 -Y5- SUPERELEVATION INCREMENT SPACING IS 10' UNLESS OTHERWISE NOTED. -Y3- SUPERELEVATION INCREMENT SPACING IS 10' UNLESS OTHERWISE NOTED. -L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. SEE SHEET 17 MATCHLINE SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES SEE SHEET 18 FOR PROFILE -L1- STA. 4+12.68 TO 11+50.00 SEE SHEETS 16 & 26 FOR PARKING LOT DESIGN DETAILS SEE SHEET L1 FOR LANDSCAPE PLANS PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORHGREU TL-3-L1- STA. 4+12.68 MATCH EXISTING PATH BEGIN PROJECT -L1- STA. 10+78.33 BEGIN APPROACH SLAB -L1- STA. 10+88.33 BEGIN BOARDWALK 1 END APPROACH SLAB -L1- STA. 11+18.33 BEGIN APPROACH SLAB END BOARDWALK 1 -L1- STA. 11+28.33 END APPROACH SLAB PT Sta. 4+46.75 PC Sta. 3+78.33 PC Sta. 6+93.22 4+00 5+00 6+00 7+00 8+00 10+0011+00 -L1-265' RIGHT TURN LANE TAPER-Y3--H SW -9+00-Y3- STA. 12+12 25.16' RT END RETAINING WALL 4 15+00 -Y3- STA. 10+76 23.5' RT BEGIN RETAINING WALL 4 CRABTREE CREEK C/L GREU-TL3TYPE-IIITYPE-IIIGREU TL-3R=21'15+0011+0012+0013+0014+0016+00-EBCR-.02.02.02.01+40.00.02 C A T-1-HSW- STA. 10+12.91 MATCH EXISTING PATH BEGIN CONSTRUCTION TO BE FIELD LOCATED KEY FOB INSTALL GATE WITHTRAILS. TURKEY CREEKCHURCH ROADEBENEZER(SEE DETAIL 5, SHEET 2C) -HSW- STA. 10+50 5' RT SAFETY FENCE BEGIN METAL (SEE DETAIL 6, SHEET 2C) -L1- STA. 5+25 7' LT BEGIN VINYL SAFETY FENCE (SEE DETAIL 6, SHEET 2C) -L1- STA. 5+73 7' LT END VINYL SAFETY FENCE (SEE DETAIL 5, SHEET 2C) -Y3- STA. 12+96 49.00' RT END METAL SAFETY FENCE (SEE DETAIL 6, SHEET 2C)-Y5- STA. 12+50 4' RTBEGIN VINYL SAFETY FENCE -Y3- PT Sta. 11+65.55 -Y3- PC Sta. 11+17.54 -Y3- PT Sta. 10+94.47 -HSW- PT Sta. 11+94.00 -HSW- POT Sta. 10+00.00 -HSW- PC Sta. 10+14.22 -HSW- PT Sta. 10+21.77 -HSW- PI Sta. 11+27.42 -HSW- PC Sta. 11+61.68 -Y3- POT Sta. 10+00.00 -Y3- PC Sta. 10+39.23 -Y3- PC Sta. 12+70.78 -Y3- PT Sta. 12+82.20 R=25' +15 .00 R=25' -Y3- POT Sta. 16+02.43 -Y3- PT Sta. 15+71.26 -Y3- PC Sta. 15+48.47 .0 2 11' 1 1' 1 2' 12' 8' 8' 10.5' (SEE DETAIL 7, SHEET 2C) TRUNCATED DOME PAVERS (SEE DETAIL SHEET S-18) RAILS WOOD APPROACH SHEET S-18) (SEE DETAIL RAILS WOOD APPROACH (SEE DETAIL 5, SHEET 2C) -Y3- STA. 10+46 22.50' RT -HSW- STA. 11+94 5' RT= CONTINUATION POINT METAL SAFETY FENCE TO STA. 4+81.77 RT FROM -L1- STA. 4+28.77 EST. 10 SY ROCK PLATING (SEE DETAIL 9, SHEET 2C) FROM OFF. 5' TO OFF. 40' RT -HSW- STA 10+50, INSTALL DECORATIVE FENCE (SEE DETAIL 9, SHEET 2C) FROM OFF. 5' TO OFF. 30' LT -HSW- STA 10+50, INSTALL DECORATIVE FENCE 18" HDPE 0403 SEE DETAIL 6 EMBANKMENT RIP RAP AT 18" HDPE 0404 SEE DETAIL 6 EMBANKMENT RIP RAP AT REMOVEJB w/Slab Lid 15" RCP-III 0405 0406 GEOTEXTILE EST 10 SY EST 3 TONS CLASS B RIP RAP GEOTEXTILE EST 5 SY EST 1 TON CLASS B RIP RAP SEE DETAIL 3 EST 165 SY GEOTEXTILE EST 55 TONS CLASS B RIP RAP TOE PROTECTION SEE DETAIL 3 EST 45 SY GEOTEXTILE EST 15 TONS CLASS B RIP RAP TOE PROTECTION ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L1- STA. 11+11 TO STA. 11+26 RT FROM -L1- STA. 05+43 TO STA. 05+52 LT DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min. ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM -Y3- STA. 10+42 TO STA. 10+75 RT FROM -Y3- STA. 10+25 TO STA. 11+78 LT DETAIL 3 Type of Liner= Class B Rip-Rap d=1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE F ROM - L1- S T A. 15 +32 T O S T A. 18 +00 RT F ROM - L1- S T A. 16 +00 T O S T A. 22 +00 L T F ROM - L1- S T A. 11+25 T O S T A. 14 +25 RT B M 2007 PG 1484 TREE CONSERVATION AREA 100' WIDE GREEN WAY & ELEV: 234.59' E: 2082272.420 N: 762725.321 PI Sta 13 +87.55 R = 75.00' -Y3--HSW- PI Sta 10+73.94 D L = 55.24' T = 34.71' R = 36.00' PI Sta 11+42.40 D L = 48.01' T = 24.86' R = 75.00' PI Sta 12+76.65 D L = 11.42' T = 5.87' R = 20.00' PI Sta 15+61.28 D L = 22.79' T = 12.81' R = 20.00' L = 32.32' PI Sta 11+80.54 D T = 18.87' R = 25.00' PI Sta 10+18.93 D L = 7.55' T = 4.71' R = 5.00' C F F FFF F F C C F F CC F C F F F F F FF FF F F C C C F F F F C C C C C F C C F F C C CFCF F F F FCCFF F F C FC 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020MATCHLINE -L1- STA 11+50.00 SEE SHEET 4MATCHLI NE -L1- STA 19+00.00 SEE SHEET 65 -L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 18 FOR PROFILE -L1- STA. 11+50.00 TO 19+00.00 -L1- STA. 14+71.25 BEGIN APPROACH SLAB -L1- STA. 14+80.25 BEGIN BRIDGE 1 END APPROACH SLAB -L1- STA. 15+32.41 BEGIN APPROACH SLAB END BRIDGE 1 PT Sta. 11+62.92 PC Sta. 13+62.35 PRC Sta. 14+10.98 PC Sta. 15+49.45 PC Sta. 18+01.16 PRC Sta. 18+95.08 12+ 00 13+ 00 14+00 15+00 16+00 17+00 18+00 PT Sta. 16+57.63 PT Sta. 14+78.29 RI C HL AND C R E E K C/L.02.02.02-L1- STA. 15+41.41 END APPROACH SLAB CRABTREE CREEK C/L 12'12' MULCHED AREA FOR SIGN SHEET S-18)(SEE DETAIL RAILSWOOD APPROACH (SEE DETAIL SHEET S-18) WOOD APPROACH RAILS (SEE DETAIL SHEET S-18) RAILS WOOD APPROACH SEE DETAIL 1 SPECIAL CUT DITCH 10 SY GEOTEXTILE 3 TONS CLASS B RIP RAP ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L1- STA. 15+25 TO STA. 15+32 RT DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min. SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 3 EST 45 SY GEOTEXTILE EST 15 TONS CLASS B RIP RAP TOE PROTECTION ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 14+46 TO STA. 14+86 RT -L1- DETAIL 3 Type of Liner= Class B Rip-Rap d=1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE Flatter2:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L1- STA. 15+32 TO STA. 18+00 RT FROM -L1- STA. 16+00 TO STA. 22+00 LT FROM -L1- STA. 11+25 TO STA. 14+25 RT DETAIL 1 Min. D=1 Ft. Ground Natural Slope Ditch Front ( Not to Scale) BANK STABILIZATION STA 14+88 -L- DETAIL 13 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS STA 15+23 -L- SEE DETAIL 6 EMBANKMENT RIP RAP AT SEE DETAIL 13 EST 140 SY GEOTEXTILE EST 75 TONS BANK STABILIZATION GEOTEXTILE EST 69 SY EST 46 TONS RIP RAP CLASS II GEOTEXTILE EST 52 SY EST 35 TONS RIP RAP CLASS II BM 2007 PG 1484TREE CONSERVATION AREA100' WIDE GREENWAY & B M 2007 P G 1484 T REE C O NSE R V ATI O N A RE A 75' WI DE G REE N WA Y &ELEV: 237.76' E: 2082369.914 N: 762693.756 ELEV: 236.42' E: 2082468.510 N: 762661.142 T = 65.94' R = 75.00' PI Sta 18+55.40 D PI Sta 16+15.39 D -L1- PI Sta 14+50.85 D L = 67.31' T = 39.87' R = 50.00' PI Sta 13+87.55 D L = 48.64' T = 25.21' R = 75.00' L = 108.18'L = 93.92' T = 54.24' R = 75.00' PI Sta 19+37.38 D L = 83.37' T = 42.30' R = 200.00' F C F C F C F CF F C F CC C C F C F C F F F C 6/22/2020 6/22/2020 235235235235235235235235 235 235 235235235 240 240 240240240240240240 240 2402402402452452502552 5 5 260H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 W (BM 1985, PG 1303) 40' SANITARY SEWER EASEMENT PIN 0786320346 DB 015580, PG 00928 CITY OF RALEIGH N/F PIN 0786-21-7624 BM 2007, PG 2444-2446 DB 11903, PG 91 COMPANY, LLC THE HAMPTONS DEVELOPMENT N/F STA 27+00.00 SEE SHEET 7MATCHLINE -L1-6MAT C HLI NE -L1- ST A 19+00.00 SEE S HEET 5 -L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 19 FOR PROFILE -L1- STA. 19+00.00 TO 27+00.00 -L1--L1- PRC Sta. 19+78.45 PRC Sta. 20+32.01 PT Sta. 20+68.40 PT Sta. 22+79.44 PC Sta. 21+79.15 20+00 21+00 22+00 2 3 +0 0 PC Sta. 23+36.13 24+00 PRC Sta. 24+26.46 25+00 26+00 PCC Sta. 26+52.14 PCC Sta. 26+84.91 45.00'R 50.00'R 45.00'R RICHLAND CREEK C/L .02.01.00.01.02 .02.01.00 .01.02.02 .02-L1- STA. 22+82.92 BEGIN BRIDGE 2 END APPROACH SLAB -L1- STA. 23+35.08 BEGIN APPROACH SLAB END BRIDGE 2 -L1- STA. 22+73.92 BEGIN APPROACH SLAB -L1- STA. 23+44.08 END APPROACH SLABRICHLAND CREEK C/L 12'12'(SEE DETAIL SHEET S-18) RAILS WOOD APPROACH (SEE DETAIL SHEET S-18) RAILS WOOD APPROACH 500 YR FLOOD EL.=261' 100 YR BASE FLOOD EL.=253' RIM EL.=UNKNOWN GROUND EL.=242.63' SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 6 EMBANKMENT RIP RAP AT SEE DETAIL 6 EMBANKMENT RIP RAP AT SEE DETAIL 1 SPECIAL CUT DITCH ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L1- STA. 23+24 TO STA. 23+37 RT FROM -L1- STA. 23+18 TO STA. 23+32 LT DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min.Flatter2:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L1- STA. 23+37 TO STA. 31+20 RT FROM -L1- STA. 23+32 TO STA. 25+00 LT FROM -L1- STA. 16+00 TO STA. 22+00 LT DETAIL 1 Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 13 EST 90 SY GEOTEXTILE EST 45 TONS BANK STABILIZATION ( Not to Scale) BANK STABILIZATION STA 22+91 -L- DETAIL 13 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS STA 23+26 -L- EST 45 SY GEOTEXTILE EST 30 TONS RIP RAP CLASS II EST 60 SY GEOTEXTILE EST 41 TONS RIP RAP CLASS II BM 2007 PG 1484 TREE CONSERVATION AREA 75' WIDE GREENWAY & PI Sta 20+06.43 D L = 53.56' T = 27.98' R = 75.00' PI Sta 20+50.57 D T = 18.56' R = 75.00' L = 36.39' -L1- PI Sta 22+57.52 D L = 100.29' T = 78.37' R = 50.00' PI Sta 24+06.79 D L = 90.34' T = 70.66' R = 45.00' PI Sta 25+42.40 D L = 225.68' T = 115.93' R = 400.00' PI Sta 26+69.29 D L = 32.76' T = 17.15' R = 45.00'CFCFF C F F F F C C C C C C F C F F C CCC6/22/2020 6/22/2020 235235235 235 2 3 5 240 240240240240 2 4 0 240240240240240245245245245245245245245245250250250250250255255255255260260260260260265265265270275H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 (BM 1985, PG 1303) 40' SANITARY SEWER EASEMENT PIN 0786-21-7624 BM 2007, PG 2444-2446 DB 11903, PG 91 COMPANY, LLC THE HAMPTONS DEVELOPMENT N/F (168.9 ACRES PER RECORDS) PIN 0786-34-9208 DB 1592, PG 361 AGGREGATES, INC BENCHMARK CAROLINA N/F SEE SHEET 6MATCHLINE -L1- STA 27+00.007SEE SHEET 8MATCHLINE -L1- STA 33+00.00-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 19 FOR PROFILE -L1- STA. 27+00.00 TO 33+00.00 -L1- 2 8+ 0 0 2 9 + 0 0 30+00PRC Sta. 30+48.05 31+00 PT Sta. 31+14.39 32+00 RICHLAND CREEK C/L.02.02-L1- STA. 31+13.00 BEGIN BOARDWALK 2 END APPROACH SLAB -L1- STA. 31+33.00 BEGIN APPROACH SLAB END BOARDWALK 2 -L1- STA. 31+03.00 BEGIN APPROACH SLAB -L1- STA. 31+43.00 END APPROACH SLAB (SEE DETAIL 6, SHEET 2C) -L1- STA. 28+25 7' LT BEGIN VINYL SAFETY FENCE (SEE DETAIL 6, SHEET 2C) -L1- STA. 28+73 7' LT END VINYL SAFETY FENCE SHEET 2C)(SEE DETAIL 5,7' LT-L1-STA. 36+75SAFETY FENCEBEGIN METALSHEET 2C)(SEE DETAIL 5,8' RT-L1-STA. 37+01SAFETY FENCEBEGIN METAL12'12' (SEE DETAIL SHEET S-18) WOOD APPROACH RAILS (SEE DETAIL SHEET S-18) RAILS WOOD APPROACH SHEET 2C)(SEE DETAIL 5,6' RT-L1-STA. 39+80.83END METAL SAFETY FENCE500 YR FLOOD EL.=261' 100 YR BASE FLOOD EL.=253' RIM EL.=246.50' GROUND EL.=243.86' SEE DETAIL 6 EMBANKMENT RIP RAP AT SEE DETAIL 6 EMBANKMENT RIP RAP AT Flatter2:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L1- STA. 31+25 TO STA. 33+50 LT. FROM -L1- STA. 23+37 TO STA. 31+20 RT. DETAIL 1 Min. D=1 Ft. Ground Natural Slope Ditch Front SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 1 SPECIAL CUT DITCH ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L1- STA. 31+16 TO STA. 31+25 RT FROM -L1- STA. 31+19 TO STA. 31+30 LT DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min.BM 2 0 0 7 PG 1 4 8 4TREE CONSERVATI ON AREA7 5' WI DE GREENWAY &-L1- PI Sta 28+67.88 L = 363.14' T = 182.97' R = 1,200.00' PI Sta 30+81.77 D L = 66.34' T = 33.72' R = 150.00' D C C C F C FCFF C C F F C C C 6/22/2020 6/22/2020 240 2 4 0 2 40 2402 4 0240240240240 2452452452 4 5 245 245 245250250 250 250 2 5 5 255 2552 5 5 2 60260 260 2602652 6 5 265 265270270270 270 2 7 0 275 275275275 275280 2802802 8 0 280 2802852 8 5 285 2 8 52902 9 0 290 290 290295295 295 295 295 300300 300300300 3 0 0 3 0 0 300 3053053053 0 5 305 3 0 5 305310310310310 3 1 0 310 3103153153153153 1 5 315 315 3 15320320320 320 3 2 0 320325325330 335340340345H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 (BM 1985, PG 1303) 40' SANITARY SEWER EASEMENT PIN 0786-21-7624 BM 2007, PG 2444-2446 DB 11903, PG 91 COMPANY, LLC THE HAMPTONS DEVELOPMENT N/F (16.52 ACRES PER RECORDS) PIN 0786-30-8563 BM 1990, PG 765 DB 14831, PG 744 SOUTHEAST, LLC HANSON AGGREGATES N/F (168.9 ACRES PER RECORDS) PIN 0786-34-9208 DB 1592, PG 361 AGGREGATES, INC BENCHMARK CAROLINA N/F 8 SEE SHEET 7 STA 33+00.00 MATCHLINE -L1-STA 5 5 +0 0. 0 0 SEE SHEET 9MATCHLINE -L1- SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEETS 20 AND 21 FOR PROFILE -L1- STA. 33+00.00 TO 55+00.008:18:1 PC Sta. 33+35.67 PT Sta. 33+83.68 PI Sta. 34+15.84 3 4 +0 0 35+00PC Sta. 35+06.41 PRC Sta. 35+64.61 15.00'R 36+0037+00R 20.00' PI Sta. 39+73.83 PI Sta. 39+95.83 PT Sta. 39+67.82 PRC Sta. 37+75.79 R 23.00' 3 8 + 0 0 39+00 40+00 -L1- PCC Sta. 37+16.57 45 + 00 41+00 42+00 4 3 + 0 0 44+00 46+0047+0048+0049+00 50+00 51+0052+0053+00 54+00 PI Sta. 41+87.83 PT Sta. 41+81.83 PC Sta. 43+07.05 PI Sta. 42+75.83 PT Sta. 44+03.83 PC Sta. 44+59.73 PT Sta. 45+75.93 PC Sta. 46+45.37 PRC Sta. 47+65.59 PT Sta. 48+11.20 PC Sta. 50+20.88 PT Sta. 50+88.66 PC Sta. 51+67.71 . 0 2 .01.00.01.02.02.01 .00.01 .02 .02 .02-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. -L1- STA. 34+61.92 BEGIN BRIDGE 3 END APPROACH SLAB -L1- STA. 51+00.00 BEGIN ASPHALT PATH END CONCRETE PATH RI CHL AND CRE E K C/ L PC Sta. 40+01.83 SHEET 2C) (SEE DETAIL 5, 7' LT -L1-STA. 36+75 SAFETY FENCE BEGIN METAL SHEET 2C) (SEE DETAIL 5, 8' RT -L1-STA. 37+01 SAFETY FENCE BEGIN METAL (SEE DETAIL 5, SHEET 2C) -L1- STA. 37+77, 7' LT SAFETY FENCE END METAL 2C) SHEET DETAIL 5, (SEE 7' LT -L1-STA. 39+48 SAFETY FENCE BEGIN METAL (SEE DETAIL 5, SHEET 2C) -L1- STA. 47+74 7' RT END METAL SAFETY FENCE -L1- STA. 35+04.08 BEGIN CONCRETE PATH END BRIDGE 3 12'12' .02 12' 15' 15' 12' (SEE DETAIL 5, SHEET 2C) -L1- STA. 42+81.83 7' RT SAFETY FENCE BEGIN METAL -L1- STA. 39+79.83 (SEE DETAIL 5, SHEET 2C) END METAL SAFETY FENCE 7' LT BEGIN BOARDWALK 3 END CONCRETE PATH (SEE DET AIL S HEET S-18) R AILSWO O D APPR O A C H (SEE DETAIL SHEET S-18) RAILS WOOD APPROACH (SEE DETAIL SHEET S-18) RAILS WOOD APPROACH -L1- STA. 34+52.92 BEGIN APPROACH SLAB END ASPHALT PATH SHEET 2C) (SEE DETAIL 5, 6' RT -L1-STA. 39+80.83 END METAL SAFETY FENCE (SEE DETAIL 5, SHEET 2C) RAIL METAL APPROACH -L1- STA. 42+81.83 CONCRETE PATH SEE SB-16 FOR BLOCKOUT IN BEGIN CONCRETE PATH END BOARDWALK 3 500 YR FLOOD EL.=261' 100 YR BASE FLOOD EL.=253' RIM EL.=UNKNOWN GROUND EL.=245.28' 10 SY GEOTEXTILE 3 TONS CLASS B RIP RAP DRAIN GRADE TO 10 SY GEOTEXTILE 3 TONS CLASS B RIP RAP 18" HDPE SEE DETAIL 8 BERM DITCH EST 399 SY GEOTEXTILE EST 248 TONS CLASS II RIP RAP SEE DETAIL 9 BERM DITCH Flatter2:1 or D2:1( Not to Scale) SPECIAL CUT DITCH FROM -L1- STA. 31+25 TO STA. 33+50 LT. DETAIL 1 Min. D=0.5 Ft. Ground Natural Slope Ditch Front SEE DETAIL 1 SPECIAL CUT DITCH 0801 b ( Not to Scale) D 2:1 BERM 'V' DITCH DETAIL 8 Ground Natural RDWY FROM -L1- STA. 45+50 TO STA. 47+50 LTVAR. b=0 Ft. Min. D=1 Ft. VAR.STAKESLOPE0.0'VAR. D2:1LIMITSCLEARING( Not to Scale) BERM DITCH FROM -L1- STA. 42+76 TO STA. 45+50 LT VAR. DETAIL 9 VAR. Max. d=1 Ft. Min. D=1 Ft. Type of Liner= Class II Rip Rap d Geotextile VAR. SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 1 SPECIAL CUT DITCH SEE DETAIL 13 EST 90 SY GEOTEXTILE EST 45 TONS BANK STABILIZATION ( Not to Scale) BANK STABILIZATION STA 34+71 -L- DETAIL 13 GEOTEXTILE Type of Liner= CLASS II RIPRAP 3.0'min. 2.0' NWS STA 34+95 -L- GEOTEXTILE EST 38 SY EST 26 TONS RIP RAP CLASS II GEOTEXTILE EST 48 SY EST 33 TONS RIP RAP CLASS II B M 2007 PG 1484 TREE CONSERVATION AREA 75' WIDE GREEN WAY & -L1- PI Sta 36+43.02 L = 151.96' T = 78.41' R = 250.00' D PI Sta 35+39.31 L = 58.19' T = 32.90' R = 50.00' D R = 125.00' T = 24.31' L = 48.02' PI Sta 33+59.97 D PI Sta 39+37.26 D L = 59.22' T = 220.69' R = 20.00' PI Sta 38+74.30 D L = 192.03' T = 98.51' R = 349.25' PI Sta 43+56.41 D L = 96.77' T = 49.35' R = 200.00' PI Sta 45+18.24 D L = 116.20' T = 58.51' R = 400.00' PI Sta 47+05.62 D L = 120.22' T = 60.24' R = 730.00' PI Sta 50+62.97 D L = 45.61' T = 297.39' R = 15.00' PI Sta 52+56.35 D L = 67.78' T = 235.47' R = 23.00' PI Sta 54+19.99 D L = 450.15' T = 252.28' R = 400.00' PI Sta 57+12.39 D L = 188.51' T = 94.53' R = 1,000.00' PI Sta 59+87.67 D L = 360.86' T = 181.31' R = 1,500.00' PI Sta 40+93.65 D L = 180.00' T = 91.82' R = 370.00' C C C F C F F C FCFFCCF F F CF F C C C C C C CCCFF CFCFCFCFCCCFFF F F F C C C C F F F F CCC FCF F F F 6/22/2020 6/22/2020 300305310310310315315315320 320320320320325325325325325330330330330330330335335335335335335340340340340340340340345345345345345345350350350350350 350350 355 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 (16.52 ACRES PER RECORDS) PIN 0786-30-8563 BM 1990, PG 765 DB 14831, PG 744 SOUTHEAST, LLC HANSON AGGREGATES N/F (16.5 2 ACRES P ER RECORDS) PI N 0 7 8 6-3 0-8 5 6 3BM 19 9 0, P G 7 6 5DB 14 8 3 1, P G 7 4 4 S OUTHEAS T, LLCHANS ON AGGREGATESN/F (168.9 ACRES PER RECORDS) PIN 0786-34-9208 DB 1592, PG 361 AGGREGATES, INC BENCHMARK CAROLINA N/F 9MATCHLINE -L1- STA 60+50.00 SEE SHEET 10MATCHLINE -L1- STA 55+00.00 SEE SHEET 8SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 22 FOR PROFILE -L1- STA. 55+00.00 TO 60+50.00 -L1- 60+00 56+00 57+00 58+00 59+00 PRC Sta. 56+17.85 PRC Sta. 58+06.36.02-L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED..02(SEE DETAIL 6, SHEET 2C) -L1- STA. 59+25 7' LT BEGIN VINYL SAFETY FENCE (SEE DETAIL 6, SHEET 2C) -L1- STA. 60+30 7' LT END VINYL SAFETY FENCE 12'12' 24" HDPE 11 SY GEOTEXTILE 3 TONS CLASS B RIP RAP 0901 EST 210 SY GEOTEXTILE EST 70 TONS CLASS B RIP RAP SEE DETAIL 3 TOE PROTECTION ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM -L1- STA. 59+20 TO STA. 60+60 RT. DETAIL 3 Type of Liner= Class B Rip-Rap d=1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE -L1- PI Sta 56+52.12 D L = 188.51' T = 94.53' R = 1,000.00' PI Sta 59+27.40 D L = 360.86' T = 181.31' R = 1,500.00' C C C F C F C F F C F F F F F 6/22/2020 6/22/2020 335340345345350350350355355355355355360360360360360365365365MULTI-USE PATH EXISTING 8' ASPHALTDURALEIGH ROAD-L1- 63+70.29 MATCH EXISTING ASPHALT PATH END CONSTRUCTION 61+00 62+0063+00PRC Sta. 61+67.22 PRC Sta. 63+07.03 POT Sta. 63+76.59 PT Sta. 63+66.65.02.01.00.01.02.02.01.00.01.02.02DRIVEWAY APRON CONSTRUCT 20' WIDE (SEE DETAIL 6, SHEET 2C) THE EXISTING BACK OF CURB FROM -L1- TO -L2- AREA BETWEEN THE EXISTING TRAIL AND ALONG DURALEIGH RD IN THE GRASS INSTALL 1,776' VINYL SAFETY FENCE 12' 12' H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 W (16.52 ACRES PER RECORDS) PIN 0786-30-8563 BM 1990, PG 765 DB 14831, PG 744 SOUTHEAST, LLC HANSON AGGREGATES N/F (168.9 ACRES PER RECORDS) PIN 0786-34-9208 DB 1592, PG 361 AGGREGATES, INC BENCHMARK CAROLINA N/F -L1- PI Sta 62+68.22 D L = 139.81' T = 101.00' R = 75.00' PI Sta 63+53.11 D L = 59.62' T = 46.08' R = 30.00'MATCHLINE -L1- STA 60+50.00 SEE SHEET 910 -L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 22 FOR PROFILE -L1- STA. 60+50.00 TO 63+70.29 F F C C F FC F C CCFF F C C 6/22/2020 6/22/2020 2 2 5 2 2 5 225 225225225225 225225225225225230230230230 2 3 0230230 2302302302302302302352352352352352352352352352352352352 3 5 2 3 5 2402402402402402402402402402402 4 0 240 240 240245245245245245245245245245 245245245245245 245 245 245250250250250250250250250250250 250250 250 2 5 0 250250255255255255255255255255255255255255255 255 255 255 255 255260 260 2602602602602 6 0 260260260260260260260260260 2 6 0 260260 260 260 260 2652652652652652652652 6 5 265265 265 2 6 5 265265265265 2702702702702702702 7 0 270 270 270 270 275275275275275275275275 275275 275 28028028028028 0 280 280 280 280 2852852852852852 8 5 285 290290290290 295300BLDGRD H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 259.5 W/E W/E 247.3 240.4 W/E W/E (BOOK OF MAPS 1990, PAGE 410)40' SANI TARY SEW ER EASEMENT(28.49 ACRES PER RECORDS)PIN 0786-51-2559DB 1592, PG 361AGGREGATES, INCBENCHMARK CAROLINAN/F (168.9 ACRES PER RECORDS) PIN 0786-34-9208 DB 1592, PG 361 AGGREGATES, INC BENCHMARK CAROLINA N/F MATCHLINE -L2- STA 21+50.00 SEE SHEET 1211SEE SHEET 23 FOR PROFILE -L2- STA. 10+80.60 TO 21+50.00 SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH5:15:1 5:15:1 5 :1 -L2-10+0011+0012 +0 0 13+00 1 4 + 0 0 15+0016+00 17+0018+00 19+0020 + 00 21 + 00 PI Sta 10+79.65 D L = 19.19' T = 10.41' R = 20.00' PI Sta 11+10.13 D L = 38.84' T = 21.69' R = 35.00' PI Sta 14+48.44 D L = 24.70' T = 15.86' R = 15.50' PI Sta 11+95.92 D L = 83.46' T = 68.65' R = 40.00' PI Sta 13+22.08 D L = 23.71' T = 15.14' R = 15.00' PI Sta 12+98.38 D L = 23.71' T = 15.14' R = 15.00' PI Sta 12+47.38 D L = 72.51' T = 36.65' R = 200.00' PI Sta 13+82.51 D L = 101.94' T = 51.86' R = 225.00' PI Sta 16+28.31 D L = 41.45' T = 30.26' R = 22.00' PI Sta 16+69.77 D L = 41.45' T = 30.26' R = 22.00' PI Sta 17+53.14 D L = 138.55' T = 72.18' R = 200.00' PI Sta 15+41.08 D L = 116.07' T = 59.10' R = 250.00' PI Sta 14+73.14 D L = 24.70' T = 15.86' R = 15.50' PI Sta 18+81.47 D L = 117.52' T = 61.96' R = 150.00'DURALEIGH ROADPOT Sta. 10+00.00 PC Sta. 10+69.24PRC Sta. 10+88.43 PRC Sta. 11+27.27 PCC Sta. 12+10.73 PRC Sta. 12+83.23 PCC Sta. 13+06.94 PCC Sta. 13+30.65 PRC Sta. 14+32.59 PCC Sta. 14+57.28 PCC Sta. 14+81.98 PRC Sta. 15+98.06 PCC Sta. 16+39.51 PRC Sta. 16+80.96 PT Sta. 19+37.03 PRC Sta. 18+19.51 15.00'R 22.00'R 40.00'R 8' CHAINLINK FENCE INSTALL 272 LF OF 15.50'R -L2- -L2- STA. 13+80, 8'LT END RETAINING WALL 1 -L2- 12+78, 8'LT BEGIN RETAINING WALL 1 -L2- 13+71, 8'RT BEGIN RETAINING WALL 2 C R A B T R E E C R E E K C /L .02.02.01.00 .01.02 . 0 2 .01.00 .01.02.02 .01.00 .01 .02.02-L2- 10+80.34 BEGIN CONCRETE PATH BEGIN CONSTRUCTION5:1-L2- STA. 17+15, 8'RT BEGIN RETAINING WALL 3 40.28' RT +96.11 50.00' RT +48.25 47.38' RT +91.41 37.30' LT +10.46 40.79' LT +23.34 (SEE DETAIL 3, SHEET 2C) STA 10+97.54, OFFSET 16.37' LT BEGIN 8' CHAINLINK FENCE (SEE DETAIL 5, SHEET 2C) -L2- STA. 11+00 7' LT BEGIN METAL SAFETY FENCE (SEE DETAIL 5, SHEET 2C) -L2- STA. 12+74 7' RT END METAL SAFETY FENCE (SEE DETAIL 5, SHEET 2C) -L2- STA. 15+76 7'RT END METAL SAFETY FENCE (SEE DETAIL 3, SHEET 2C) STA 16+60.74, OFFSET 18.19' LT END 8' CHAINLINK FENCE (SEE DETAIL 6, SHEET 2C) THE EXISTING BACK OF CURB FROM L1 TO L2 AREA BETWEEN THE EXISTING TRAIL AND ALONG DURALEIGH RD IN THE GRASS INSTALL 1,776' VINYL SAFETY FENCE (SEE DETAIL 5, SHEET 2C) -L2- STA. 11+50 7' RT BEGIN METAL SAFETY FENCE (SEE DETAIL 5, SHEET 2C) -L2- STA. 14+25 7' LT END METAL SAFETY FENCE (SEE DETAIL 5, SHEET 2C) BEGIN METAL SAFETY FENCE, 7'RT -L2- STA. 14+50, 8'RT END RETAINING WALL 2 12'12'(SEE DETAIL 4, SHEET 2C) -L2- STA. 19+11, 8'RT BEGIN 6' CHAINLINK FENCE END RETAINING WALL 3 TO STA. 20+25 RT FROM -L2- STA. 19+00 EST. 200 SY ROCK PLATING 500 YR FLOOD EL.=258' 100 YR BASE FLOOD EL.=248' RIM EL.=249.81' GROUND EL.=232.50' 500 YR FLOOD EL.=251' 100 YR BASE FLOOD EL.=246' RIM EL.=249.20' GROUND EL.=236.27' 500 YR FLOOD EL.=261' 100 YR BASE FLOOD EL.=255' RIM EL.=249.26' GROUND EL.=234.50' 500 YR FLOOD EL.=269' 100 YR BASE FLOOD EL.=253' RIM EL.=UNKNOWN GROUND EL.=235.30' -L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. 2GI SEE DETAIL 7 CONCRETE DITCH SEE DETAIL 6 EMBANKMENT RIP RAP AT 18" HDPE 10 SY GEOTEXTILE 3 TONS CLASS B RIP RAP 1102 1103 SEE DETAIL 5 DDE =7 CY 20' @ 1.0% 2' BASE TAIL DITCH EST 92 SY GEOTEXTILE EST 32 TONS CLASS B RIP RAP SEE DETAIL 3 TOE PROTECTION EST 243 SY GEOTEXTILE EST 85 TONS CLASS B RIP RAP SEE DETAIL 3 TOE PROTECTION EST 185 SY GEOTEXTILE EST 65 TONS CLASS B RIP RAP SEE DETAIL 10 BERM DITCH S EE DET AIL 11DDE =8 C Y14' @ 0.71 %4' B ASE T AIL DIT C HB 2:12:1D ( Not to Scale) 2' BASE TAIL DITCH -L2- STA. 18+21 LT. DETAIL 5 B=2 Ft. Min. D=1 Ft. Ground Natural Ground Natural FROM STA. 17+15 TO STA. 19+11 RT. -L2- DETAIL 7 BEHIND RETAINING WALL CONCRETE DITCH ~ SEIRAV D B 4" 1:2 ( Not to Scale) GROUND NATURAL WALL RETAINING BREAKER BOND B= 1.0' D= 1.0' VAR.STAKESLOPE5.0'5.0' D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 10.0' V.C. FROM STA. 20+00 TO STA. 21+50 RT. -L2- 6' DETAIL 10 4' Max. d=1.5 Ft. Min. D=1 Ft. Type of Liner= Class B Rip Rap d Geotextile ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 11+00 TO STA. 11+75 RT. -L2- FROM STA. 10+95 TO STA. 12+85 LT. -L2- DETAIL 3 Type of Liner= Class B Rip-Rap d=1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 18+20 TO STA. 18+33 LT -L2- DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min. C F FFFFCFF C C CCCCCFF CC F F6/22/2020 6/22/2020 2 2 5225225225225225 225 225225225225225230230230230230 230 230 230230230230230235235235235235235 2352 3 5 235235240240240240240 240240240 240 2452452452452452 45 2452 4 5 24 5 250250250250250250250 250255255255255255 255 255255 2 5 5 260260260260 260 260 260 265265265 265 2 6 5 270270270 270 2 7 0 275275275 275280280H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020(BO O K O F M A P S 1990, PA G E 41 0)40' SA N ITA RY S EW ER EA S EM EN T PIN 0786-51-9537 DB 16646, PG 1631 FOUNDATION INC CITY OF OAKS N/F (15.34 ACRES PER RECORDS) PIN 0786-62-0033 DB 15551, PG 1993 SOUTHEAST, INC HANSON AGGREGATES N/F 12MATCHLINE -L2- STA 29+50.00 SEE SHEET 13MATCHLINE -L2- STA 21+50.00 SEE SHEET 11SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 1I FOR RIGHT-OF-ENTRY AGREEMENT SEE SHEET 24 FOR PROFILE -L2- STA. 21+50.00 TO 29+50.00 22+00 PC Sta. 22+35.39 PRC Sta. 24+07.22 25+00 PT Sta. 25+00.37 PC Sta. 27+15.37 PT Sta. 27+79.29 PC Sta. 28+96.16 PT Sta. 29+37.88 PI Sta 22+80.19 D L = 88.95' T = 44.80' R = 300.00' PI Sta 23+68.33 D L = 82.89' T = 43.99' R = 100.00' PI Sta 24+74.47 D L = 93.14' T = 67.25' R = 50.00' PI Sta 27+52.53 D L = 63.92' T = 37.16' R = 50.00' PI Sta 29+17.10 D L = 41.72' T = 20.94' R = 200.00' 23+00 24 +00 26+00 28+0029+0027+00 -L2- -L2- -L2- PCC Sta. 23+24.33 -L2- STA. 25+00.37 BEGIN BRIDGE 4 END APPROACH SLAB -L2- STA. 27+15.37 BEGIN APPROACH SLAB END BRIDGE 4 CRABTREE CREEK C/L .02 . 0 1 .00.01.02.02-L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED..02-L2- STA. 24+90.37 BEGIN APPROACH SLAB END CONCRETE PATH -L2- STA. 27+25.37 BEGIN ASPHALT PATH END APPROACH SLAB 39.02' RT +59.64 45.08' RT +26.87 46.04' RT +60.25 34.91' RT +35.80 (SEE DETAIL 4, SHEET 2C) -L2- STA. 24+24, 30'RT END 6' CHAINLINK FENCE TO STA 24+75 RT FROM STA 24+25 EST. 240 SY ROCK PLATING TO STA 28+00 LT FROM STA 27+50 EST. 170 SY ROCK PLATING MAINTENANCE SANITARY SEWER SHORING FOR PROPOSED TEMPORARY 12'12'(SEE DETAIL 5, SHEET 2C) RAILS METAL APPROACH (SEE DETAIL 5, SHEET 2C) METAL APPROACH RAILS 500 YR FLOOD EL.=253' 100 YR BASE FLOOD EL.=247' RIM EL.=236.04' GROUND EL.=233.41' 500 YR FLOOD EL.=252'100 YR BASE FLOOD EL.=246'RIM EL.=235.22'GROUND EL.=234.13' 36" HDPE 28 SY GEOTEXTILE 11 TONS CLASS B RIP RAP SEE DETAIL 6 EMBANKMENT RIP RAP AT SEE DETAIL 6 EMBANKMENT RIP RAP AT 1201 EST 262 SY GEOTEXTILE EST 87 TONS CLASS B RIP RAP SEE DETAIL 4 SPECIAL CUT DITCH EST 25 SY GEOTEXTILE EST 10 TONS CLASS B RIP RAP SEE DETAIL 3 TOE PROTECTION EST 43 SY GEOTEXTILE EST 15 TONS CLASS B RIP RAP SEE DETAIL 4 SPECIAL CUT DITCH EST 262 SY GEOTEXTILE EST 85 TONS CLASS B RIP RAP SEE DETAIL 4 SPECIAL CUT DITCH EST 185 SY GEOTEXTILE EST 65 TONS CLASS B RIP RAP SEE DETAIL 10 BERM DITCH SEE DETAIL 11 DDE =8 CY 14' @ 0.71% 4' BASE TAIL DITCH 2:1D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 29+00 TO STA. 31+43 LT -L2- FROM STA. 26+84 TO STA. 27+25 LT -L2- FROM STA. 21+50 TO STA. 24+25 RT -L2- DETAIL 4 Max. d=1 Ft. Min. D=1 Ft. Type of Liner= Class B Rip-Rap Slope Ditch Front Ground Natural Geotextile EST 157 SY GEOTEXTILE EST 53 TONS CLASS B RIP RAP SEE DETAIL 12 BERM DITCH VAR.STAKESLOPE5.0'5.0' D2:1LIMITSCLEARING( Not to Scale) BERM DITCH 10.0' V.C. FROM STA. 20+00 TO STA. 21+50 RT -L2- 6' DETAIL 10 4' Max. d=1.5 Ft. Min. D=1 Ft. Type of Liner= Class B Rip Rap d Geotextile VAR.STAKESLOPE5.0' D2:1LIMITSCLEARING( Not to Scale) BERM DITCH FROM STA. 27+50 TO STA. 29+00 LT -L2- ? DETAIL 12 ? Max. d=1 Ft. Min. D=1 Ft. Type of Liner= Class B Rip Rap d Geotextile GEOTEXTILE EST 69 SY EST 46 TONS RIP RAP CLASS II GEOTEXTILE EST 64 SY TONS EST 43 RIP RAP CLASS II ELEV: 232.76' E: 2085915.929 N: 761861.471 ( Not to Scale) TOE PROTECTION d FLATTER2:1 OR FROM STA. 24+90 TO STA. 25+05 RT -L2- DETAIL 3 Type of Liner= Class B Rip-Rap d=1 Ft. GROUND NATURAL SLOPE FILL GEOTEXTILE ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 26+78 TO STA. 26+85 LT -L2- FROM STA. 21+93 TO STA. 22+11 LT -L2- DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min. B 2:12:1D ( Not to Scale) 4' BASE TAIL DITCH STA. 22+00 LT -L2- DETAIL 11 B=4 Ft. Min. D=1 Ft. Ground Natural Ground Natural C F C F CF C F C F C F C CFFCFF6/22/2020 6/22/2020 225 225 225 225 225 225 225225 225225225225225225225230 230230 230 230 230 230230 230230230230230230230230235235235235235235235235 235 235 235 235 235235 240240240240240 240 240 240 240 240240 245245245245245 245 2 4 5 245 245 245 245 250250250250250 250 250 250 250250250 255255255255255 2 5 5 255 255 260260260260 260 260 260 265265 2 6 5 270 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 W (BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENT (15.34 ACRES PER RECORDS) PIN 0786-62-0033 DB 15551, PG 1993 SOUTHEAST, INC HANSON AGGREGATES N/F MATCHLINE -L2- STA 37+50.00 SEE SHEET 1413MATCHLINE -L2- STA 29+50.00 SEE SHEET 12SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 24 FOR PROFILE -L2- STA. 29+50.00 TO 37+50.00 PC Sta. 29+61.58 3 0 +0 0 PRC Sta. 30+53.56 PCC Sta. 31+24.08 PRC Sta. 33+85.56 35+00 PRC Sta. 36+21.36 PT Sta. 37+32.54 PI Sta 30+08.66 D L = 91.98' T = 47.08' R = 175.00' PI Sta 30+89.79 D L = 70.52' T = 36.23' R = 125.00' PI Sta 32+61.26 D L = 261.48' T = 137.18' R = 350.00' PI Sta 35+08.13 D L = 235.80' T = 122.57' R = 350.00' PI Sta 36+77.43 D L = 111.18' T = 56.06' R = 350.00' 3 1 +0 0 32+00 33+00 34+00 36+00 37+00 -L2- -L2- -L2- STA. 35+50.40 BEGIN BOARDWALK 4 END APPROACH SLAB -L2- STA. 35+80.40 BEGIN APPROACH SLAB END BOARDWALK 4 -L2- STA. 35+90.40 END APPROACH SLAB -L2- STA. 35+40.40 BEGIN APPROACH SLAB CRABTREE CREEK C/L -L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED..02.0212'12' (SEE DETAIL SHEET S-18) WOOD APPROACH RAILS 500 YR FLOOD EL.=252' 100 YR BASE FLOOD EL.=246' RIM EL.=235.22' GROUND EL.=234.13' 500 YR FLOOD EL.=252' 100 YR BASE FLOOD EL.=246' RIM EL.=247.78' GROUND EL.=232.16'500 YR FLOOD EL.=251' 100 YR BASE FLOOD EL.=244' RIM EL.=247.36' GROUND EL.=232.32' EST 315 SY GEOTEXTILE EST 105 TONS CLASS B RIP RAP SEE DETAIL 4 SPECIAL CUT DITCH 2:1D Flatter2:1 or d ( Not to Scale) SPECIAL CUT DITCH FROM STA. 29+00 TO STA. 31+43 LT. -L2- FROM STA. 26+84 TO STA. 27+25 LT. -L2- FROM STA. 21+50 TO STA. 24+25 RT. -L2- DETAIL 4 Max. d=1 Ft. Min. D=1 Ft. Type of Liner= Class B Rip-Rap Slope Ditch Front Ground Natural Geotextile ELEV: 231.05' E: 2086060.499 N: 761646.008CFFC C C F C F F F F C C C F C F C C F C F F F F F F C F F F 6/22/2020 6/22/2020 225 225 225 2252 2 5 225225 225225225225225225225 225230230230 230 230 230 2 3 0 230230230 230 2302302 3 0230 230230 230230230230235235235235235 2 3 5235 235 235 235240240240240240 240 240 245245245 2 4 5 245 245 245 250250250250 250 255255 2 5 5 255 2602 6 0 265270H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 (BOOK OF MAPS 1990, PAGE 542) 20' SANITARY SEWER EASEMENT (BOOK OF MAPS 1990, PAGE 410) 40' SANITARY SEW ER EASEMENT LOT 290 PIN 0786-61-6334 BM 1969, PG 68 DB 8482, PG 1296 L. HUNTER TURNAGE N/F LOT 289 PIN 1786-61-7266 DB 9367, PG 1331 LORI ANN KING CHARLES R. KING & N/F LOT 288 PIN 1786-61-9227 DB 10019, PG 313 KHALED A. HARFOUSH N/F LOT 287 PIN 0786-71-0351 DB 15666, PG 797 ELIZABETH ANN CRAIG JOSHUA RAY CRAIG & N/F MATCHLINE -L2- STA 37+50.00 SEE SHEET 1314MATCHLINE - L 2- S T A 4 5 + 0 0. 0 0 S E E S HE E T 1 5 SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 25 FOR PROFILE -L2- STA. 37+50.00 TO 45+00.00 PC Sta. 39+53.11 4 0 + 0 038+0039+0011+00 44+00 -L2- -L2- PT Sta. 44+27.68 CRABTREE CREEK C/L.02. 0 2 -L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. -L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.CRABTREE CREEK C/L12'12' PI Sta 10+25.06 D L = 50.00' T = 25.06' R = 300.00' PI Sta 11+31.93 D L = 54.69' T = 28.05' R = 100.00' PI Sta 12+05.64 D L = 93.87' T = 47.07' R = 500.00' -L2_REV- -L2- PC Sta. 43+50.00 -L2_REV- PT Sta. 12+52.44 = PI Sta 43+88.92 L = 77.68' T = 38.92' R = 500.00' D R = 300.00' T = 74.95' L = 146.89' PI Sta 40+28.06 D -L2_REV- PC Sta. 10+00.00 -L2- PT Sta. 41+00.00 = -L2_REV- PT Sta. 10+50.00 -L2_REV- PC Sta. 11+03.88 -L2_REV- PRC Sta. 11+58.57 12+00 -L2_REV- -L2- 500 YR FLOOD EL.=252' 100 YR BASE FLOOD EL.=244' RIM EL.=246.86' GROUND EL.=232.30' 500 YR FLOOD EL.=252' 100 YR BASE FLOOD EL.=244' RIM EL.=246.68' GROUND EL.=231.22' 18" HDPE 18" HDPE SEE DETAIL 6 EMBANKMENT RIP RAP AT SEE DETAIL 6 EMBANKMENT RIP RAP AT 1401 1402 ELEV: 232.40' E: 2086715.232 N: 761161.153 ELEV: 230.90' E: 2086908.717 N: 761151.456 ( Not to Scale) RIP RAP AT EMBANKMENT FROM STA. 42+84 TO STA. 42+97 RT -L2- FROM STA. 39+11 TO STA. 39+26 RT -L2- DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min.FFCCFCFFFCC F C C F F F F F F C C C C F C F F F 6/22/2020 6/22/2020 225225225225225225225225230230230230 2 3 0 230230230230230 2352 3 5 235235235235 2352 3 5235 235240240240240240240 240240240 245 245 245245245245245245245 245 250250250250 250250 2502502502552 5 5 255255255255255 255 255255260260260260260 260 265265265265 270270270275275280280280285H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 W W W (BOOK OF MAPS 1990, PAGE 542)20' SANITARY SEWER EASEMENT(BOOK OF MAPS 1990, PAGE 410)40' SANITARY SEWER EASEMENTLOT 286 PIN 0786-71-1358 DB 15033, PG 273 CHARLES S. NICHOLS JULIA G. HAFER & N/F LOT 285 PIN 0786-71-3423 DB 3161, PG 815 JOYE W. VOSHELL ROBERT W. VOSHELL & N/F 15 MATCHLINE -L2- STA 45+00.00 SEE SHEET 14 SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES -L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 25 FOR PROFILE -L2- STA. 45+00.00 TO 46+90.95 AND -PLCON-OAK PARK ROAD-L2- PC Sta. 45+90.21 PI Sta 46+09.39 D L = 38.32' T = 19.18' R = 350.00' PI Sta 46+77.78 D L = 22.44' T = 11.41' R = 50.00' PI Sta 47+03.95 D L = 29.41' T = 15.15' R = 50.00' PT Sta. 46+28.53 PC Sta. 46+66.36 PRC Sta. 46+88.81 PT Sta. 47+18.22 POT Sta. 47+83.07 46+0047+00-PLCON--L2-POT Sta. 10+00.00 PI Sta. 10+35.00 PI Sta. 11+90.00 PI Sta. 13+45.00CRABTREE CREEK C/L.02 .02 -L2- 47+18.22 END CONSTRUCTION -L2- 46+90.95 TIE TO EXISTING ASPHALT GREENWAY END ASPHALT PAVEMENT POT Sta. 14+95.00 C/LCRABTREE CREEKPICARDY DRIVELINDSAY DRIVE -PLCON- 10+20.00 BEGIN CONSTRUCTION -PLCON- 14+85.00 END CONSTRUCTION 12' -PLCON- STA. 10+29.92 BEGIN APPROACH SLAB END DIRT PATH -PLCON- 10+39.92 BEGIN BOARDWALK 5 END APPROACH SLAB -PLCON- 12+08.92 BEGIN BRIDGE 5 -PLCON- 12+09.92 END BOARDWALK 5 -PLCON- 14+65.08 BEGIN APPROACH SLAB END BOARDWALK 6 -PLCON- STA. 14+75.08 BEGIN DIRT PATH END APPROACH SLAB 18'(TYP.) 8'8' 500 YR FLOOD EL.=251' 100 YR BASE FLOOD EL.=246' RIM EL.=232.32' GROUND EL.=231.31' RETAIN ELEV: 230.98' E: 2087290.732 N: 761270.901 ELEV: 254.00' E: 2087193.401 N: 761636.715 -PLCON- 13+10.08 BEGIN BOARDWALK 6 -PLCON- 13+11.08 END BRIDGE 5 TRAIL ACCESS EXISTING 10' WIDE DIRT PATH DIRT PATH 772 SF CONCRETE PAD PROPOSED FFCCFFFFCFCFCFFFF FFF6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 R=100' R=5'R=3' R=5' R=226.97' R=84.8' R=5' R=3' R=5'R=37.5' R=17.5' R=23' R=3' R=3' R=3'R=3' R=5' R=5' R=15' R=15'6'6'20.5' 20'14.5'14.5'34.5'54.5'54.5'54.5'54.5'34.5'10' 1 2 4 9 19 18 22 25 21 23 24 20 29 28 33 32 41 42 52 40 49 47 48 50 51 53 45 43 44 46 37 36 39 31 27 11 10 13 128 5 6 35 34 38 26 30 14 15 17 16 7 3 R=5' (TYP.)8.5' 11'11' 11'5'5'(TYP.)19.8' 5' TRUNCATED DOME PAVERS 2'x9' TRUNCATED DOME PAVERS 2'x9' DOME PAVERS TRUNCATED 2'x9' (TYP.) CURB STOPS CONCRETE 16 SCALE: 1"=20' SEE SHEET 26 FOR -Y3- AND -HSW- PROFILE PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORHGREU TL-3PT Sta. 4+46.75 -H SW -15+00 TYPE-IIITYPE-III15+0014+00C A T-1-Y3- PT Sta. 11+65.55 -Y3- PC Sta. 11+17.54 -Y3- PT Sta. 10+94.47 -HSW- PT Sta. 11+94.00 -HSW- POT Sta. 10+00.00 -HSW- PI Sta. 11+27.42 -HSW- PC Sta. 11+61.68 -Y3- PC Sta. 10+39.23 -Y3- PC Sta. 12+70.78 -Y3- PT Sta. 12+82.20 -Y3- PT Sta. 15+71.26 -Y3- PC Sta. 15+48.47 6/22/2020 6/22/2020 235235 235235235235 235 235 235 235240240240240 240 240240 240 240 240240245245245 245245 245 245 245 245250250 250250 250 250 250 250255255 255255 255255 255 255 255255260260260 260 260260 260 265 265265265 265 2 6 5265 2 7 0 270270 270 2 7 5 275 275 2 7 5 280 2 8 0 2802802852 8 5 285 285 2 9 0 290 295300300 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,GREENWAYCRABTREE CREEK WEST EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 LISA SCHIFFBAUER, PROJECT MANAGER CONTACT: Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 W LOT 111 PIN 0786-22-7860 BM 2008, PG 1009 DB 11903, PG 91 ASSOCIATION INC UMSTEAD HOMEOWNERS THE HAMPTONS AT N/F 17 SEE SHEET 4MATCHLINE SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH SEE SHEET 27 FOR -Y5- PROFILE 11+00 12+00 13+00 14+00 15+00 16+00 10+00 PC Sta. 10+09.19 PT Sta. 10+21.55 PT Sta. 10+49.63 PC Sta. 10+80.51 PT Sta. 11+30.40 PC Sta. 11+48.21 PT Sta. 11+76.82 PC Sta. 11+80.36 PT Sta. 12+12.86 PC Sta. 12+97.39 PT Sta. 13+81.00 PC Sta. 14+40.41 PT Sta. 15+03.14 PT Sta. 15+58.79 PC Sta. 15+42.37 PT Sta. 15+87.71 PC Sta. 15+77.54 PC Sta. 16+31.61 PT Sta.16+46.14 POT Sta.16+55.44 PC Sta. 10+33.93 PROFILE OF -Y5- HORIZONTAL AND VERTICAL SEE SHEET 12 & 12A FOR -Y5- -Y5- CRABTREE CREEK C/LTYPE-IIIGREU TL-3POT S ta . 19+00 .00 17+0018+00-EBCR-.02.02. 0 1 .00.01.02.02.01 .00 .01 .0 2 .0 2 .0 1 .0 0 .01.02 .02-Y5- SUPERELEVATION INCREMENT SPACING IS 10' UNLESS OTHERWISE NOTED. -L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.POYNER ROAD PCC Sta. 13+39.19 POT Sta. 10+00.00 (SEE DETAIL 6, SHEET 2C) -Y5- STA. 10+00 4' RT BEGIN VINYL SAFETY FENCE (SEE DETAIL 6, SHEET 2C) -Y5- STA. 11+47 4' RT END VINYL SAFETY FENCE (SEE DETAIL 6, SHEET 2C) -Y5- STA. 12+50 4' RT BEGIN VINYL SAFETY FENCE (SEE DETAIL 6, SHEET 2C) -Y5- STA. 13+25 4' RT END VINYL SAFETY FENCE SHEET 2C)4' RT (SEE DETAIL 6, -Y5- STA. 14+53 SAFETY FENCEEND VINYL (SEE DETAIL 6, SHEET 2C) -Y5- STA. 13+75 4' LT BEGIN VINYL SAFETY FENCEROADCHURCHEBENEZER(SEE DETAIL 1, SHEET 2C) ACCESSIBLE RAMP INSTALL ADA 6' 6' (SEE DETAIL 8, SHEET 2C) TO VALLEY GUTTER INSTALL CURB TRANSITION TO STA. 11+75 LT FROM -Y5- STA. 10+35 EST. 145 SY ROCK PLATING 500 YR FLOOD EL.=259' 100 YR BASE FLOOD EL.=257' RIM EL.=UNKNOWN GROUND EL.=252.90' 500 YR FLOOD EL.=257' 100 YR BASE FLOOD EL.=249' RIM EL.=UNKNOWN GROUND EL.=241.51' 500 YR FLOOD EL.=256' 100 YR BASE FLOOD EL.=249' RIM EL.=246.74' GROUND EL.=244.43' 500 YR FLOOD EL.=256' 100 YR BASE FLOOD EL.=249' RIM EL.=UNKNOWN GROUND EL.=249.06' 500 YR FLOOD EL.=257' 100 YR BASE FLOOD EL.=251' RIM EL.=UNKNOWN GROUND EL.=274.84' 500 YR FLOOD EL.=254' 100 YR BASE FLOOD EL.=248' RIM EL.=UNKNOWN GROUND EL.=290.55' DI 15" HDPE 5 SY GEOTEXTILE 1 TON CLASS B RIP RAP SEE DETAIL 6 EMBANKMENT RIP RAP AT JB w/Slab Lid 7 SY GEOTEXTILE 2 TONS CLASS B RIP RAP 15" HDPE AND TIE TO JB SECTION OF 15" CSP REPLACE DAMAGED SEE DETAIL 5 DDE =4 CY 20' @ 1.50% 2' BASE TAIL DITCH ( Not to Scale) RIP RAP AT EMBANKMENT FROM -Y5- STA. 12+91 TO STA. 12+99 RT DETAIL 6 Grade Ditch 1.5' GEOTEXTILE Geotextile= 10 sy Type of Liner= 4 TONS,CL I Rip-Rap 10'min. 1.0'min. 0408 0407 0401 0402 B 2:12:1D ( Not to Scale) 2' BASE TAIL DITCH -Y5- STA. 11+31 TO STA. 11+50 RT DETAIL 5 B=2 Ft. Min. D=1 Ft. Ground Natural Ground Natural = 12.36' PI Sta 10+16.30 D D L T = 7.11' R = 10.00' = 15.70' PI Sta 10+42.21 D D L T = 8.28' R = 20.00' PI Sta 11+07.21 D D L = 49.90' T = 26.70' R = 56.53' = 28.61' PI Sta 11+65.59 D D L T = 17.38' R = 20.00' = 32.51' PI Sta 11+96.87 D D L T = 16.51' R = 75.00' PI Sta 13+25.06 D D L = 41.80' T = 27.67' R = 25.00' PI Sta 13+66.86 D D L = 41.80' T = 27.67' R = 25.00' = 62.73' PI Sta 91+75.49 D D L T = 7,735.08' R = 20.00' = 16.43' PI Sta 15+50.79 D D L T = 8.43' R = 30.00' = 5.13' PI Sta 15+82.67 D D L = 10.17' T R = 30.00' PI Sta 16+39.51 D D L = 14.53' T = 7.89' R = 15.00' -Y5- F C CFC F C F C F FFCCCCFFFFCC C C F F F FC CCCC 6/22/2020 6/22/2020 240270H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 EL. = 245.11 -L1- STA. 4+12.68 MATCH EXISTING PATH BEGIN GRADE 8.9' CLEAR CHURCH RD EBENEZER PI = 5+58.33 EL = 237.83'(-)5. 0 00 0% VC = 90' PI = 8+83.33 EL = 239.61' (+)0.5500%(-)0.9000% VC = 20' -L1- STA. 10+88.33 BEGIN BOARDWALK 1 -L1- STA. 11+18.33 END BOARDWALK 1 CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT (+) 2.1000% EL. = 233.60 STA. 11+25.00 BEGIN DITCH RT. 18" HDPE 4 5 6 7 8 9 10 11 230 240 250 260 230 240 250 260 SEE SHEET 4 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 4+12.68 TO 11+50.00MATCHLINE -L1- STA. 11+50.00 SEE BELOW-L1- PI = 11+83.33 EL = 236.91' (-)0.9000%(+)0.5000% VC = 30' PI = 12+78.33 EL = 237.39' (+)0.5000%(-)1.1050% VC = 40' PI = 14+13.33 EL = 235.90' (-)1.1050%(+)2.7000% VC = 70' PI = 15+48.33 EL = 239.54' (+)2.7000%(-)3 .8000% VC = 30' PI = 16+08.33 EL = 237.26'(-)3 .8000% (+)0.3515% VC = 70' -L1- STA. 14+80.25 BEGIN BRIDGE 1 -L1- STA. 15+32.41 END BRIDGE 1 CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT El = 234.125 (+) 0.5000%El = 235.00(+) 0.5000% (+) 1.0000% (+) 0.5000% PI =11+50.00 EL. = 235.50STA. 14+25.00END DITCH RT.EL. = 236.50STA. 18+00.00END DITCH RT.PI =16+50.00EL. = 234.41 STA. 15+32.00 BEGIN DITCH RT.EL. = 234.50STA. 16+00.00BEGIN DITCH LT.12 13 14 15 16 17 18 19 220 230 240 250 260 220 230 240 250 260 MATCHLINE -L1- STA. 11+50.00 SEE ABOVEMATCHLINE -L1- STA. 19+00.00 SEE SHEET 19PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 18 SEE SHEET 5 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 11+50.00 TO 19+00.00 -L1- STA 14+88 -L- Type of Liner= CLASS II RIPRAP STA 15+23 -L- R = 75.00'R = 50.00'R = 75.00'R = 75.00'R = 200.00' 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 220 230 240 250 260 220 230 240 250 260 19 20 21 22 23 24 25 26 27 -L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES MATCHLINE -L1- STA. 19+00.00 SEE SHEET 18MATCHLINE -L1- STA. 27+00.00 SEE BELOWPI = 23+55.00 EL = 241.66' VC = 30' PI = 24+05.00 EL = 239.66' VC = 70' (+)1.2000%(-)4 .00 0 0% (+)0.5000% PI = 20+65.00 EL = 238.87' (+)0.3515% VC = 50' PI = 21+35.00 EL = 241.18' (+)3.3000%(-)1.5000% VC = 80' PI = 22+15.00 EL = 239.98' (+)1.2000% VC = 50' CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT El = 238.80(+) 0.5000% (+) 0.8000%El = 240.00(+) 0.5000% (+) 0.5000%PI =26+50.00PI =25+00.00EL. = 237.98 STA. 23+37.00 BEGIN DITCH RT.EL. = 238.50STA. 22+00.00END DITCH LT.EL. = 238.16STA. 23+32.00BEGIN DITCH LT.EL. = 239.00STA. 25+00.00END DITCH LT.EL. = 236.50PI =20+00.00(+) 1.0000% -L1- STA. 22+82.92 BEGIN BRIDGE 2 -L1- STA. 23+35.08 END BRIDGE 2 PI = 28+25.00 EL = 241.76' VC = 20' PI = 29+30.00 EL = 243.23' VC = 20' PI = 31+55.00 EL = 242.67' VC = 30' (+)0.5000%(+)1.4000% (+)1.4000%(-)0.2500%(-)0.2500% (+)1.3000% -L1- STA. 31+13.00 BEGIN BOARDWALK 2 -L1- STA. 31+33.00 END BOARDWALK 2 CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT El = 241.20(+) 0.6000% (+) 1.0000%El = 242.20(-) 0.5000% (+) 1.2000%EL. = 241.35STA. 31+20.00END DITCH RT.EL. = 241.30 STA. 31+25.00 BEGIN DITCH LT.PI =29+50.00PI =28+50.00230 240 250 27 28 29 30 31 32 33 230 240 250 220 260 220 260 MATCHLINE -L1- STA 33+00.00 SEE SHEET 20MATCHLINE -L1- STA 27+00.00 SEE ABOVEPROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 19 SEE SHEET 6 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 19+00.00 TO 27+00.00 SEE SHEET 7 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 27+00.00 TO 33+00.00 -L1- -L1- 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 PI = 34+35.00 EL = 246.31' VC = 20' (+)1.3000% -L1- STA. 34+61.92 BEGIN BRIDGE 3 -L1- STA. 35+04.08 END BRIDGE 3 CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT EL. = 244.00 STA. 33+50 END DITCH LT. CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT -L1- STA. 39+79.83 BEGIN BOARDWALK 3 (-)0.8786% PI = 36+23.35 EL = 244.65' VC = 129' PI = 37+95.22 EL = 252.82' VC = 40' VC = 20' EL = 251.98' PI = 37+53.00 (+)5.6500% (+)2.0000% (+)8.3300% (+)2.0000% VC = 20' EL = 265.98' PI = 39+53.21 (+)3.0000%(+)4.0000%(+)5.0000%(+)6.0000% PI = 40+01.84 EL = 266.95' PI = 40+21.84 EL = 267.55' PI = 40+41.84 EL = 268.35' PI = 40+61.84 EL = 269.35' 33 34 35 36 37 38 39 240 250 260 270 240 250 260 270 40 41MATCHLINE -L1- STA. 41+00.00 SEE SHEET 21SEE SHEET 8A FOR PROFILE -L1- STA. 41+00.00 TO 55+00.00 SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES MATCHLINE -L1- STA. 33+00.00 SEE SHEET 19PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 20 SEE SHEET 8 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 33+00.00 TO 55+00.00 -L1- 6/22/2020 6/22/2020 CL OF GREENWAY PROPOSED GRADE AT VERTICAL CLEARANCE = 20.95'MAX PIER HEIGHT = 26.51'CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT BELOW PROPOSED GREENWAY -L1- STA. 42+81.83 END BOARDWALK 3 (+)5.0000%(+)4.0000%(+)6.0000% (+)3.0000% (+)8.3300% (+)2.0000% (+)8.3300% EL. = 309.90 STA. 47+50 END DITCH LT. (+) 0.8000% PI =46+50.000 El = 309.10 (+) 4.4000% PI =46+00.000 El = 306.90 (+) 1.2000%PI =45+50.000El = 306.30(+) 9.2000%PI =44+75.000El = 299.40(+) 6.4000%PI =44+25.000El = 296.20(+) 8.8000%El = 291.80PI =43+75.000(+) 13.6000%PI =43+50.000El = 288.40(+) 18.8000% (+) 12.5000%PI =43+00.000El = 279.00EL. = 276.00 STA. 42+76 END DITCH LT. CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT (+)2.0000% (+)8.0000% (+)2.0000% (+)7.0000% (+)2.0000% PI = 54+35.35 EL = 335.92' VC = 40' PI = 53+95.35 EL = 335.12' VC = 20' PI = 52+02.09 EL = 321.59' VC = 210' VC = 200' (+)2.0000% PI = 47+16.88 EL = 311.89' H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 41 42 43 44 45 330 340 310 320 330 340 MATCHLINE -L1- STA. 47+50.00 SEE BELOWMATCHLINE -L1- STA. 47+50.00 SEE ABOVESEE SHEET 8 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 33+00.00 TO 55+00.00 48 50 250 300 310 260 270 280 290 5453525149 46 47 250 300 310 260 270 280 290 -L1- -L1-PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 21SEE SHEET 22MATCHLINE -L1- STA 55+00.00MATCHLINE -L1- STA. 41+00.00 SEE SHEET 20VC = 20' VC = 20' VC = 30' PI = 41+21.84 EL = 272.95' PI = 41+41.84 EL = 273.95' PI = 41+61.84 EL = 274.75' EL = 275.35' PI = 41+81.84 PI = 45+25.34 EL = 295.93'PI = 44+95.24 EL = 295.33' PI = 42+96.83 EL = 278.80' 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 CL OF GREENWAY PROPOSED GRADE AT CL OF GREENWAY EXISTING GRADE AT PI = 55+70.35 EL = 346.72' VC = 80' (-)2.2000% (+)0.9500%(-)5.0000% PI = 59+77.11 EL = 339.93' VC = 120' VC = 44' PI = 58+72.16 EL = 345.18' PI = 57+10.35 EL = 343.64' VC = 60' 24" HDPE 24" HDPE (+)7.0001% (+)8.0000% 320 330 340 350 360 320 330 340 350 360 MATCHLINE -L1- STA 55+00.00 SEE SHEET 21SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES -L1- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED. 55 56 57 58 59 60 MATCHLINE -L1- STA 60+50.00 SEE BELOWCL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT EL. = 365.15 -L1- STA. 63+70.29 MATCH EXISTING PATH END GRADE (+)8.0000% (+)2.0000% (+)7.0001% PI = 62+00.35 EL = 351.56' VC = 100' PI = 61+20.34 EL = 349.96' VC = 50' 330 340 350 360 370 330 340 350 360 370 60 61 62 63MATCHLINE -L1- STA 60+50.00 SEE SHEET 9PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 22 SEE SHEET 9 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 55+00.00 TO 60+50.00 SEE SHEET 10 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 60+50.00 TO 63+70.29 -L1- -L1- 6/22/2020 6/22/2020 BRIDGES DURALEIGH RD. 36.6' CLEAR TO CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT PI = 18+11.00 EL = 233.97' (-)0.4000% VC = 200'EL. = 239.60STA. 20+00.00BEGIN DITCH RT.(-) 10.0000%(-) 0.4000%PI =20+25.00El = 237.10PI =20+50.00El = 237.00(-) 4 . 8 0 0 0%PI =21+00.00El = 234.60(-) 2.4000%El = 233.40PI =21+50.00PI = 12+80.00 EL = 261.96' (- )8.0000%(-)2.0000% VC = 40' PI = 13+20.00 EL = 261.16' (- )8.0000%VC = 20' PI = 14+60.00 EL = 249.96' (- )8.0000%(-)2.0000% VC = 100' PI = 16+61.52 EL = 245.93' VC = 50' CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT (- )8.0000%EL. = 277.91 -L2- STA. 10+80.60 MATCH EXISTING PATH BEGIN GRADE H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 230 240 250 260 270 280 290 230 240 250 260 270 280 290 220 230 240 250 260 240 250 260 18 19 20 21 10 11 12 13 14 15 16 17 18 -L2- -L2-MATCHLINE -L2- STA 18+00.00 SEE ABOVEMATCHLINE -L2- STA 18+00.00 SEE BELOWSEE SHEET 11 FOR HORIZONTAL ALIGNMENT -L2- STA. 10+80.60 TO 21+50.00 PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 23MATCHLINE -L2- STA 21+50.00 SEE SHEET 246/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 22 23 24 25 26 27 28 29 220 230 240 250 260 MATCHLINE -L2- STA. 21+50.00 SEE SHEET 23SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES 220 230 240 250 260 SEE SHEET 1I FOR RIGHT-OF-ENTRY AGREEMENT MATCHLINE -L2- STA. 29+50.00 SEE BELOWCL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT PI = 24+51.49 EL = 241.00' (+)0.0000% VC = 50' PI = 27+57.03 EL = 241.00' (- )3 .0000% VC = 40' (- )3 .0000% PI = 22+17.63 EL = 232.35' (-)0.4000%(+)3.7000% VC = 250' 36" HDPEEl = 233.40El = 233.40PI =21+50.00(-) 8.8000%PI =22+00.00 El = 229.00 (+) 1.6000%PI =23+25.00El = 231.00(+) 8.0000%PI =24+00.00El = 237.00(+) 8.4000%EL. = 239.10STA. 24+25END DITCH RT.(+) 6.2500%El = 231.00PI =27+00.00EL. = 230.00 STA. 26+84.00 BEGIN DITCH LT.(+) 36.0000%(+) 20.0000% EL. = 255.99 STA. 27+50.00 BEGIN DITCH LT.(-) 6.2300%(-) 15.3200 %El = 254.43PI =27+75.000(-) 1 0. 9 2 0 0 %(-) 19.5400%PI =28+00.000El = 250.60PI =28+25.000El = 247.88PI =28+50.000El = 242.99PI =28+75.000El = 238.81(-) 14.8400 %(-) 16.7200 %(-) 3 .6000%PI =29+00.000El = 235.10PI =29+25.000El = 234.20CLEARANCE VERTICAL 6' EL. = 236.32 -L2- STA. 23+24.33 -L2- STA. 23+24.33= -L2- STA. 25+00.37 BEGIN BRIDGE 4 -L2- STA. 27+15.37 END BRIDGE 4 48" SANITARY SEWER PIPE EL. = 240.00 STA. 27+25.00 END DITCH LT. CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT PI = 29+40.12 EL = 235.51' (-)1.7000% VC = 50' PI = 32+10.40 EL = 230.91' (-)1.7000%(+)0.7500% VC = 100' PI = 34+95.40 EL = 233.05' (+)0.7500%(-)0.5500% VC = 50' (-) 1.6000%PI =31+25.000El = 231.00-L2- STA. 35+80.40 END BOARDWALK 4 -L2- STA. 35+50.40 BEGIN BOARDWALK 4 EL = 230.20STA. 31+43.00END DITCH LT.(-) 4.4444% 220 230 240 250 210 250 240 230 220 210 30 31 32 33 34 35 36 37 MATCHLINE -L2- STA 37+50.00 SEE SHEET 25SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES MATCHLINE -L2- STA 29+50.00 SEE SHEET ABOVEPROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 24 SEE SHEET 12 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 21+50.00 TO 29+50.00 SEE SHEET 13 FOR HORIZONTAL ALIGNMENT OF -L1- STA. 29+50.00 TO 37+50.00 -L2- -L2- 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT (-)0.5500%(+)1.2000% (+)1.2000%(-)0.5000% 18" HDPE PI = 44+85.00 EL = 230.16' (-)0.5000% VC = 80' PI = 10+85.00 EL = 231.66' (-)0.5000% (-)1.2756% PI = 11+35.00 EL = 231.03' (-)1.2756%(+)0.3000% PI = 11+85.00 EL = 231.18' (+)0.3000%(-)0.5000% 18" HDPE CL OF GREENWAY EXISTING GRADE AT 220 230 240 250 210 220 230 240 250 210 38 39 40 44MATCHLINE -L2- STA 37+50.00 SEE SHEET 24SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES 451112 EL. =230.84 -L2- = 43+50.00 -L2_REV- = 12+52.44 EL. = 232.09 -L2_REV- = 10+00.00 -L2- = 41+00.00 MATCHLINE -L2- STA 45+00.00 SEE BELOWPI = 37+90.40 EL = 231.43' VC = 100' PI = 39+20.40 EL = 232.99' VC = 150' VC = 40' VC = 60' VC = 40' -L2--L2--L2_REV- EL. = 250.36 -PLCON- STA. 14+85.00 END GRADE EL. = 240.71 -PLCON- STA. 10+20.00 BEGIN GRADE -PLCON- STA. 10+39.92 BEGIN BOARDWALK 5 -PLCON- STA. 14+65.08 END BOARDWALK 6 CLEARANCE VERTICAL 9' SEWERSANITARYSEWERSANITARYCLEARANCE VERTICAL 8' -L2- PI = 13+48.00 EL = 245.67' PI = 14+00.00 EL = 247.38'(+)4.00% (+)3.00% (+)1.50% (+)1.50% PI = 10+30.00 EL = 240.90' (+)1.98% PI = 14+65.00 EL = 249.83'(+)2.64%EL. = 243.60 -PLCON- STA. 12+08.92 BEGIN BRIDGE 5 * EL. = 243.60 -PLCON- STA. 12+09.92 END BOARDWALK 5 * EL. = 245.10 -PLCON- STA. 13+10.08 BEGIN BOARDWALK 6 * EL. = 245.10 -PLCON- STA. 13+11.08 END BRIDGE 5 * * BOARDWALK & BRIDGE OVERLAP ONE FOOT. CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT EL. = 231.79 -L2- STA. 46+90.95 TIE TO EXISTING GREENWAY END GRADE-PLC0N-(+)1.4095% PI = 46+00.00 EL = 231.79' (+)1.4095%(+)0.0000% VC = 150' 46 47 1045 220 230 240 250 220 230 240 250 MATCHLINE -L2- STA 45+00.00 SEE SHEET 14 220 230 240 250 11 12 13 14 15 SEE SHEETS SD-1 THRU SD-16 FOR SIGNING, DELINEATION, AND AMENITIES -L2- SUPERELEVATION INCREMENT SPACING IS 7.5' UNLESS OTHERWISE NOTED.MATCHLINE -L2- STA 45+00.00 SEE ABOVEPROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 25 SEE SHEET 14 FOR HORIZONTAL ALIGNMENT OF -L2- STA. 37+50.00 TO 45+00.00 SEE SHEET 15 FOR HORIZONTAL ALIGNMENT OF -L2- STA. 45+00.00 TO 46+90.95 AND -PLCON- -PLCON--L2- 6/22/2020 6/22/2020 EL. = 263.53 -HSW- STA. 11+94.00 END GRADEPI = 10+15.50 EL = 271.67' (-)0.5000% VC = 10' PI = 11+68.72 EL = 265.85'(-)3 .8000% (-)9.1801%VC = 40' EL. = 271.71 -HSW- STA. 10+08.77 BEGIN GRADE 18" HDPE CL OF GREENWAY PROPOSED GRADE AT CL OF GREENWAY EXISTING GRADE AT EL. = 265.41 -Y3- STA. 10+00.00 BEGIN GRADE PI = 10+35.00 EL = 264.51' (-)2 .5584% (-) 1 1. 0 0 0 0 %VC = 40' PI = 11+65.00 EL = 250.21' (- )8.5000%VC = 50' PI = 12+79.39 EL = 240.49' (-)0.0750% VC = 100' PI = 15+45.39 EL = 240.29' (-)0.0750% (-)2.0000% VC = 100' CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT EL. = 239.27 -Y3- STA. 15+96.43 END GRADE H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 -Y3- -HSW- 10 11 12 13 14 15 16 17 18 230 240 250 260 270 230 240 250 260 270 230 240 250 260 270 230 240 250 260 270 10 11 12 SEE SHEET 16 FOR HORIZONTAL ALIGNMENT OF -Y3- AND -HSW- 280280 PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 26 6/22/2020 6/22/2020 H14014.00 SCALE: 1"=30' GREENWAY ENGINEER HYDRAULICS ENGINEER PROJECT NO.: REVISIONS: NO.DATE LISA POTTS, PROJECT MANAGER CONTACT:GREENWAYCRABTREE CREEK WEST 919-996-4785 RALEIGH, NC 27601 SUITE 600 222 W. HARGETT ST, RALEIGH MUNICIPAL BUILDING CULTURAL RESOURCES RECREATION and PARKS,EBENEZER CHURCH RD. TO PICARDY DR.www.stewartinc.com T 919.380.8750 Raleigh, NC 27603 Suite 1100 223 West Street, Firm License No. C-1051 Raleigh, NC 27606 VHB Engineering NC, P.C. (C-3705) 940 Main Campus Drive, Suite 500 ANILO RAC HTRO NLA NOISSEFO RPREENIGNEAND REW . O UNGYP 034407 SEAL DATE: JUNE 22, 2020 10 11 12 13 14 15 16 17 230 240 250 260 230 240 250 260 SEE SHEET 17 FOR HORIZONTAL ALIGNMENT OF -Y5- EL = 239.19' PI = 12+49.76 (-)1.5984% (+)7.3740% VC = 75' EL = 240.16' PI = 10+79.87 (-)4 .2 13 9%(+)4.4532% VC = 30' VC = 40' EL = 241.82' PI = 10+40.42 (- )8.0000%(-)4 .2 13 9% PI = 10+04.05 EL = 244.73' (- )8.0000%VC = 5' EL = 241.44' PI = 11+08.67 (+)4.4532%(-)1.5984% VC = 25' EL = 254.27' PI = 14+54.39 (+)7.3740% (+)2.0000% VC = 45' EL = 255.27' PI = 15+04.39 (+)2.0000% (+)7.3787% VC = 45' EL = 265.59' PI = 16+44.14 (+)7.3787%(-)1.4177% VC = 15' EL. = 244.71 -Y5- STA. 10+00.00 BEGIN GRADE EL. = 265.43 -Y5- STA. 16+55.44 END GRADE 15" HDPE15" RCP-III CL OF GREENWAY EXISTING GRADE AT CL OF GREENWAY PROPOSED GRADE AT PROFESSIONA LE NG INEERNORTH CARO LINA SEAL 14101 J HN M . KAM P ATORH 27 -Y5- 6/22/2020 6/22/2020