NEG-Brookside Plans Issued for Bid.pdf

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COMMONWEALTH OF VIRIGINIA

CITY OF HARRISONBURG

PLAN AND PROFILE OF PROPOSED

NORTHEND GREENWAY

V I RGI N I A

SIC

SEMPER TYRANNIS

CONSTRUCTION TERMINI

FROM: INT. OF JEFFERSON ST TO: INT. OF ROBERTS CT

June 2026 Issued for Bid

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US 33

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US 33

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VA-42

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US 11

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US 11

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VA-42

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STATE PROJECT NO.

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SECTION

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FEDERAL AID PROJECT NO.

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TYPE CODE

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UPC NO.

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LENGTH INCLUDING BRIDGE(S)

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LENGTH EXCLUDING BRIDGE(S)

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TYPE PROJECT

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DESCRIPTION

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FEET

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MILES

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FEET

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MILES

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EN22-115-280

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TAP-5115(261)

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POPULATION 51,082 (2023 ESTIMATE)

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NOTE: PROJECT LENGTH BASED ON CONSTRUCTION BASELINE

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STATE

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FEDERAL AID

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STATE

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SHEET NO.

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PROJECT

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ROUTE

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PROJECT

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VA.

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NA

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EN22-115-280

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FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA

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ADT

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ADT

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DHV

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V (MPH)

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LOCALLY ADMINISTERED PROJECTS

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CITY OF HARRISONBURG

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NAME OF LOCALITY

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(SIGNATURE)

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THOMAS A. HARTMAN, P.E.

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RECOMMENDED FOR APPROVAL FOR RIGHT OF WAY ACQUISITION

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DIRECTOR OF PUBLIC WORKS

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DATE

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TITLE OF POSITION

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THOMAS A. HARTMAN. P.E.

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RECOMMENDED FOR APPROVAL FOR CONSTRUCTION

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DIRECTOR OF PUBLIC WORKS

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DATE

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TITLE OF POSITON

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TIER 1 PROJECT

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DESCRIPTION REFERENCE POC 00+00.00 PROP. RTE. 000 00+00.00 CONN. RTE. 000

AutoCAD SHX Text THE COMPLETE ELECTRONIC .PDF VERSION OF TH EPLAN ASSEMBLY AS AWARDED, INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE GENERAL NOTES. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DEPARTMENT'S 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD AND ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD AND , 2016 ROAD AND ROAD AND BRIDGE STANDARDS, 2009 MUTCD AS REVISED, 2011 VIRGINIA SUPPLEMENT , 2009 MUTCD AS REVISED, 2011 VIRGINIA SUPPLEMENT MUTCD AS REVISED, 2011 VIRGINIA SUPPLEMENT AS REVISED, 2011 VIRGINIA SUPPLEMENT VIRGINIA SUPPLEMENT TO THE MUTCD, AND 2011 VIRGINIA WORK AREA PROTECTION MANUAL, AND , AND 2011 VIRGINIA WORK AREA PROTECTION MANUAL, AND VIRGINIA WORK AREA PROTECTION MANUAL, AND , AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY. ALL CURVES ARE TO BE SUPERELEVATED, TRANSITION AND WIDENED IN ACCORDANCE WITH STANDARD TC-5.01U, EXCEPT WHERE OTHERWISE NOTED. TC-5.01U, EXCEPT WHERE OTHERWISE NOTED. , EXCEPT WHERE OTHERWISE NOTED. THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, IS FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED TO THE FULL EXTTENT OF THE LAW. "SPECIAL PROGRAM REQUIREMENTS, TRANSPORTATION ALTERNATIVES"

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FHWA-534- PPMS-

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PROJECT EN22-115-280

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SHEET NO. 1

AutoCAD SHX Text Copyright 2025, Commonwealth of Virginia

AutoCAD SHX Text PROJECT MANAGER THOMAS A. HARTMAN, P.E. . THOMAS A. HARTMAN, P.E. . SURVEYED BY, DATE CHARLES E. WINGARD, L.S. . CHARLES E. WINGARD, L.S. . DESIGN BY MATTHEW R. HUSTON, P.E. . MATTHEW R. HUSTON, P.E. . SUBSURFACE UTILITY BY, DATE . .

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CONVENTIONAL SIGNS SEE LEGEND ON SHEET 2

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PROJECT LOCATION

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Date Description Init.Rev.

Revisions

Engineer:

Drawn By:

Checked By:

Scale:

Date:

Tax Map No:

City of Harrisonburg Engineering Division

409 S. Main St.

Harrisonburg, VA 22801

Northend Greenway - Brookside Segment Legend, Abbreviations, and General Notes

APPROX APPROXIMATELY APPROXIMATELY ASPH ASPHALT ASPHALT BOW BACK OF SIDEWALK BACK OF SIDEWALK BVCE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE STATION C&G CURB AND GUTTER CURB AND GUTTER CL CENTERLINE CENTERLINE CO CLEANOUT CLEANOUT COMM COMMUNICATIONS COMMUNICATIONS CONC CONCRETE CONCRETE DEMO DEMOLISH DEMOLISH E EAST, EASTING, ELECTRIC EAST, EASTING, ELECTRIC EG EXISTING GRADE EXISTING GRADE EL ELEVATION ELEVATION ELEC ELECTRIC ELECTRIC ELEV ELEVATION ELEVATION EP EDGE OF PAVEMENT EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL EROSION AND SEDIMENT CONTROL EVCE END VERTICAL CURVE ELEVATION END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION END VERTICAL CURVE STATION EX EXISTING EXISTING FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL EMERGENCY MANAGEMENT AGENCY FES FLARED END SECTION FLARED END SECTION FG FINISHED GRADE FINISHED GRADE FIRM FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP FT FOOT FOOT G GAS GAS GUT GUTTER] GUTTER] H HORIZONTAL HORIZONTAL HC HANDICAP HANDICAP HEC HARRISONBURG ELECTRIC COMMISSION HARRISONBURG ELECTRIC COMMISSION HP HIGH POINT HIGH POINT INV INVERT INVERT LF LINEAR FEET LINEAR FEET LP LOW POINT LOW POINT MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM N NORTH, NORTHING NORTH, NORTHING OCS OUTLET CONTROL STRUCTURE OUTLET CONTROL STRUCTURE OU OVERHEAD UTILITY OVERHEAD UTILITY PC POINT OF CURVATURE POINT OF CURVATURE PED PEDESTAL PEDESTAL PI POINT OF INTERSECTION POINT OF INTERSECTION PROP PROPOSED PROPOSED PT POINT OF TANGENCY POINT OF TANGENCY PVC POLYVINYL CHLORIDE PIPE POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVMT PAVEMENT PAVEMENT RET RETAINING RETAINING S SOUTH, SANITARY SOUTH, SANITARY SAN SANITARY SANITARY SBL SOUTHBOUND LANES SOUTHBOUND LANES SPEC SPECIFICATION SPECIFICATION STA STATION STATION STD STANDARD STANDARD SDWK SIDEWALK SIDEWALK TBC TOP BACK OF CURB TOP BACK OF CURB TRANS TRANSITION TRANSITION TS TOP OF SIDEWALK TOP OF SIDEWALK TY TYPE TYPE TYP TYPICAL TYPICAL UG UNDERGROUND UNDERGROUND V VERTICAL VERTICAL VA VIRGINIA VIRGINIA VC VERTICAL CURVE VERTICAL CURVE VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION VZN VERIZON VERIZON W WEST WEST WSEL WATER SURFACE ELEVATION WATER SURFACE ELEVATION YR YEARYEAR

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AutoCAD SHX Text ASPHALT PAVEMENT LANDSCAPE AREA CONCRETE APRON EC-2 MATTING MULCH EXISTING BUILDING LIGHT POLE SANITARY MANHOLE STORM MANHOLE UTILITY POLE GUY CURB INLET SOIL BOUNDARY PROPERTY LINE 100-YEAR FLOODPLAIN EXISTING STORM PIPE NEW STORM PIPE EXISTING EDGE OF PAVEMENT EXISTING MAJOR / MINOR CONTOURS FINISHED MAJOR / MINOR CONTOURS CONTROL POINT FINISHED SPOT ELEVATION SURFACE RUNOFF FLOW DIRECTION UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND COMMUNICATIONS SANITARY SEWER GAS LINE WATER LINE DRAINAGE AREA BOUNDARY WATER VALVE WATER METER FIRE HYDRANT

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ABBREVIATIONS

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LEGEND

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MH

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AutoCAD SHX Text U:\engineering projects comm dev\northend greenway\H-Dwgs\PS-Sheet Set\1 Cover Notes.dwg Plotted: 6/11/2026 By: Matthew Huston Plotted: 6/11/2026 By: Matthew Huston6/11/2026 By: Matthew Huston By: Matthew HustonMatthew Huston

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MATTHEW R. HUSTON

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CS16

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NO SCALE

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MRH

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MRH

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JLW

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AutoCAD SHX Text Project Contacts

AutoCAD SHX Text Project Manager City Engineer Public Works Public Utilities Harrisonburg Electric Commission Verizon Columbia Gas Comcast XFinity

AutoCAD SHX Text Tom Hartman (540) 434-5928 (540) 434-5928 Matthew Huston (540) 432-7700 (540) 432-7700 Tom Hartman (540) 434-5928 (540) 434-5928 David Gray (540) 434-9959 (540) 434-9959 Zach Nyce (540) 434-5361 (540) 434-5361 Lois Hensley (540) 820-2223 (540) 820-2223 Chris McDonald (540) 851-2332 (540) 851-2332 Philip Perry (888) 266-2278(888) 266-2278

AutoCAD SHX Text ADDITIONAL NOTES: 1. 24 HOURS PRIOR TO ANY ROAD/LANE CLOSURES, REROUTING OF TRAFFIC, OR ANY 24 HOURS PRIOR TO ANY ROAD/LANE CLOSURES, REROUTING OF TRAFFIC, OR ANY OTHER TRAFFIC RELATED INTERRUPTION FROM THE JOB WORK, CONTRACTOR MUST ADVISE PUBLIC WORKS INSPECTOR (540-434-5928), HDPT TRANSIT SUPERINTENDENT AND HDPT SCHOOL BUS SUPERINTENDENT (540-432-0492), AND HRECC NON-EMERGENCY (540-434-4436). 2. A TIME-OF-YEAR RESTRICTION PROHIBITS TREE CUTTING FROM APRIL 1 THROUGH A TIME-OF-YEAR RESTRICTION PROHIBITS TREE CUTTING FROM APRIL 1 THROUGH NOVEMBER 14 OF ANY TREE GREATER THAN 3 INCHES DIAMETER AT BREAST HEIGHT. 3. CONTRACTOR SHALL SERVE AS CONSTRUCTION ACTIVITY OPERATOR UNDER VPDES CONTRACTOR SHALL SERVE AS CONSTRUCTION ACTIVITY OPERATOR UNDER VPDES STORMWATER CONSTRUCTION GENERAL PERMIT. CITY TO PAY PERMIT FEES. CONTRACTOR IS BOUND BY ALL TERMS OF THE STORMWATER CONSTRUCTION GENERAL PERMIT (9VAC25-880-70). 4. THE CITY OF HARRISONBURG HAS OBTAINED COVERAGE UNDER THE VIRGINIA WATER THE CITY OF HARRISONBURG HAS OBTAINED COVERAGE UNDER THE VIRGINIA WATER PROTECTION GENERAL PERMIT NO. WP4. CONTRACTOR IS BOUND BY ALL TERMS OF THIS PERMIT (9VAC25-690-100). THIS PERMIT WILL REQUIRE REISSUANCE PRIOR TO AUGUST 1, 2026. THE CITY WILL OBTAIN REISSUANCE.

AutoCAD SHX Text CITY GENERAL NOTES 1. WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA WORK IN THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATIONS (VDOT) ROAD AND BRIDGE SPECIFICATIONS, THE VDOT ROAD AND BRIDGE STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS, THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, THE VIRGINIA STORMWATER MANAGEMENT REGULATIONS AND THE CITY OF HARRISONBURG DESIGN AND CONSTRUCTION STANDARDS MANUAL. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. ALL UTILITIES TO BE DEDICATED TO THE CITY OF HARRISONBURG MUNICIPAL WATER AND/OR SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED AND TESTED TO CONFORM TO COMMONWEALTH OF VIRGINIA/STATE BOARD OF HEALTH WATERWORKS AND/OR SEWERAGE REGULATIONS AND THE CITY OF HARRISONBURG DESIGN AND CONSTRUCTION STANDARDS MANUAL. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE CHECKED REGULARLY AND HALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 3. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 4. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 5. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES THAT LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION CALL VA811 AT (800) 552-7001. 6. ALL UNDERGROUND FACILITIES LOCATED WITHIN THE CITY’S RIGHTS-OF-WAY SHALL BE ALL UNDERGROUND FACILITIES LOCATED WITHIN THE CITY’S RIGHTS-OF-WAY SHALL BE S RIGHTS-OF-WAY SHALL BE INSTALLED PRIOR TO THE PLACEMENT OF ANY PART OF THE PAVEMENT STRUCTURE. 7. INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD INSTALLATION OF CONCRETE STORM PIPE SHALL COMPLY WITH VDOT STANDARD DRAWING PB-1. 8. ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS OR ANY OTHER NON-COMPACTABLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 9. SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE MATERIAL SATISFACTORY MATERIAL FOR USE AS FILL FOR PUBLIC STREETS INCLUDE MATERIAL CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, GC, SW, SP, SM, SC, ML, AND CL GROUPS. THE MOISTURE CONTENT SHALL BE CONTROLLED WITHIN PLUS OR MINUS 2 PERCENTAGE POINTS OF OPTIMUM TO FACILITATE COMPACTION. GENERALLY, UNSATISFACTORY MATERIALS INCLUDE MATERIALS CLASSIFIED IN ASTM D-2487 AS PT, CH, MH, OL, OH, AND ANY SOIL TOO WET TO FACILITATE COMPACTION. CH AND MH SOILS MAY BE USED SUBJECT TO APPROVAL OF THE CITY ENGINEER. SOILS SHALL HAVE A MINIMUM DRY DENSITY OF 92LB/CUBIC FOOT PER ASTM D-698 AND SHALL HAVE A PLASTICITY INDEX LESS THAN 12. 10. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK-FILL MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK-FILL AROUND DRAINAGE STRUCTURES OR IN UTILITY TRENCHES OR ANY OTHER DEPRESSION REQUIRING FILL OR BACK-FILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST AS SET OUT IN ASTM STANDARD D-698. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULT OF THE PROCTOR TEST TO THE CITY’S ON-SITE S ON-SITE INSPECTOR TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IN REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEER REPRESENTING THE LABORATORY. 11. CERTIFICATIONS FOR MATERIALS INCLUDING, BUT NOT LIMITED TO STONE, CONCRETE, CERTIFICATIONS FOR MATERIALS INCLUDING, BUT NOT LIMITED TO STONE, CONCRETE, PIPES, PRECAST UNITS, HANDRAILS, STABILIZATION MATS, TRAFFIC SIGNAL ITEMS, MUST BE PROVIDED TO THE CITY’S ON-SITE INSPECTOR AND APPROVED BY THE INSPECTOR S ON-SITE INSPECTOR AND APPROVED BY THE INSPECTOR PRIOR TO INSTALLATION. SEE INSPECTOR FOR MATERIALS CERTIFICATION CHECKLIST. 12. EMBANKMENT FILL AND TRENCH BACK-FILL SHALL BE PLACED IN LIFTS AT A EMBANKMENT FILL AND TRENCH BACK-FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UNCOMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: (A) EMBANKMENT FOR ROADS, STREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 SQUARE FEET OF LIFT. (B) BACK-FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET OF TRENCH. 13. COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND COMPACTION TESTS FOR STREET PAVEMENT STRUCTURE SHALL BE MADE IN CUT AND FILL AREAS AT THE FOLLOWING MINIMUM FREQUENCIES: (A) SUB-GRADE: ONE TEST PER LANE PER 500 LINEAL FEET. (B) STONE BASE: ONE TEST PER LANE PER 6” COMPACTED LIFT PER 500 LINEAL COMPACTED LIFT PER 500 LINEAL FEET. (C) HOT ASPHALTIC CONCRETE: ONE TEST PER LANE PER LIFT PER 500 LINEAL FEET. 14. ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR ALL EXCAVATIONS, INCLUDING TRENCHES, SHALL BE KEPT DRY TO PROTECT THEIR INTEGRITY. 15. TEST RESULTS SHALL BE SUBMITTED TO THE CITY ENGINEER. FAILURE TO CONDUCT TEST RESULTS SHALL BE SUBMITTED TO THE CITY ENGINEER. FAILURE TO CONDUCT DENSITY TESTS AND SUBMIT TEST RESULTS SHALL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. TESTS SHALL BE CONDUCTED AT THE SOLE COST OF THE DEVELOPER OR HIS AGENT. 16. COMBINATION UNDER-DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END COMBINATION UNDER-DRAINS TYPE CD-1 SHALL BE INSTALLED AT THE LOWER END OF THE CUT SECTIONS. UNDER-DRAINS TYPE CD-2 SHALL BE INSTALLED AT THE LOW POINT OF VERTICAL CURVES AS DEEMED NECESSARY IN THE FIELD BY THE CITY INSPECTORS. 17. STANDARD UD-1 AND UD-3 UNDER-DRAINS SHALL BE INSTALLED WHERE INDICATED STANDARD UD-1 AND UD-3 UNDER-DRAINS SHALL BE INSTALLED WHERE INDICATED ON PLANS ON FURTHER WHERE DETERMINED NECESSARY IN THE FIELD BY THE CITY INSPECTORS. 18. CITY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, CITY INSPECTORS HAVE FULL AUTHORITY TO REJECT FILL OR BACKFILL MATERIALS, REQUIRE UNDERCUTTING OR SUB GRADE STABILIZATION, REQUIRE PROVISIONS FOR SUB DRAINAGE, OR REQUIRE OTHER MEASURES WHICH AFFECT THE INTEGRITY OF ROAD AND UTILITY CONSTRUCTION. FAILURE TO COMPLY WITH INSPECTORS' DIRECTIVES DIRECTIVES SHALL BE CAUSE FOR NON-ACCEPTANCE OF THE FACILITY. 19. TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL ON PUBLIC STREETS SHALL BE IN CONFORMANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS FURTHER DIRECTED BY CITY INSPECTORS. CITY INSPECTORS MUST BE NOTIFIED 24-HOURS IN ADVANCE OF ANY PLANNED WORK OR ACTIVITY IN CITY RIGHT-OF-WAY THAT REQUIRES FLAGGING, LANE CLOSURE OR STREET CLOSURE. ALL SIGNAGE AND OTHER CONTROL DEVICES SHALL BE IN PLACE BEFORE SUCH ACTIVITIES CAN COMMENCE. 20. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR’S RISK. S RISK. 21. A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF A PRECONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE CITY ENGINEER. AT THIS TIME, THE CONTRACTOR SHALL PROVIDE A SCHEDULE AND TRAFFIC CONTROL PLAN FOR WORK WITHIN THE CITY RIGHT-OF-WAY.

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D.B. 3127, PG. 522

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20' EXCLUSIVE PUBLIC

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RIGHT OF WAY &

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FOR FUTURE DEVELOPMENT

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OF "GREEN WAY"

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INTEGRITY REAL ESTATE CO.

D.B. 5473, PG. 90

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ROBERT E. FALLS & RUTH A. FALLS

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1339.23

1340.16

1340.28

S 58°21'14" W

39.09'

W

W

W

W

66.24'

54.40'

113.63' 104.34'

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231.52'

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N 31°38'46" W 120.64'

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LOT 14T.M. 40-B-47RONALD G. KIRBY & MARION L. KIRBY,TRUSTEESD.B. 5354, PG. 365

TERESA A. SHENK-STUARTD.B. 3325, PG. 145

T.M. 40-D-14CITY OF HARRISONBURG, VIRGINIAD.B. 462, PG. 483

40-D-9THE SALVATION ARMYD.B. 347, PG. 377D.B. 1882, PG. 190 (VACATIONOF LOT LINES)

RIGHT OF WAY &DEVELOPMENT EASEMENTFOR FUTURE DEVELOPMENTOF "GREEN WAY"

20' EXCLUSIVE PUBLIC

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15' PUBLIC UTILITY ANDPRIVATE DRAINAGEEASEMENT TYP.

40-D-15THE CITY OF HARRISONBURGD.B. 273, PG. 436

T.M. 40-E-7PEDRO PEREZD.B. 2312, PG. 446

T.M. 41-J-1THE SALVATION ARMYD.B. 328, PG. 81, D.B. 347, PG.378D.B. 3368, PG. 106 &D.B. 4221, PG. 452 (VACATIONOF LOT LINES)

WATER LINEEASEMENTD.B. 1991, PG. 624

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Date Description Init.Rev.

Revisions

Engineer:

Drawn By:

Checked By:

Scale:

Date:

Tax Map No:

City of Harrisonburg Engineering Division

409 S. Main St.

Harrisonburg, VA 22801

Northend Greenway - Brookside Segment Existing Conditions

Feet 0 25 50

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AutoCAD SHX Text U:\engineering projects comm dev\northend greenway\H-Dwgs\PS-Sheet Set\2 Geometrics.dwg Plotted: 6/11/2026 By: Matthew Huston Plotted: 6/11/2026 By: Matthew Huston6/11/2026 By: Matthew Huston By: Matthew HustonMatthew Huston

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MATCH LINE STA 5+50 THIS SHEET

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CONCRETE DRIVEWAY

WOODEN FOOT BRIDGE

DRAKE LANE 50' RADIUS CUL-DE-SAC

ROBERTS COURT 50.5' RADIUS

CUL-DE-SAC

ROOF

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LOT 16

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AMER TRUCKING COMPANY, LLC

D.B. 5029, PG. 96

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HERNAN BRAVO ANDRADE

D.B. 4580, PG. 586

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NORMA FLORES RAMIREZ

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BROOKSIDE PARK PROPERTY

OWNERS ASSOCIATION, LLC

D.B. 4499, PG. 569

GREENWAY EASEMENT

D.B. 3127, PG. 522

20' EXCLUSIVE PUBLIC

SANITARY SEWER

EASEMENT

20' EXCLUSIVE PUBLIC

SANITARY SEW

ER

EASEMENT

RIGHT OF WAY &

DEVELOPMENT EASEMENT

FOR FUTURE DEVELOPMENT

OF "GREEN WAY"

RIGHT OF WAY &

DEVELOPMENT EASEMENT

FOR FUTURE DEVELOPMENT

OF "GREEN WAY"

D.B. 3127, PG. 522

17' PUBLIC

DRAINAGE

EASEMENT

17' PRIVATE DRAINAGE

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BLACKS RUN

15' PUBLIC

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EASEMENT

15' PRIVATE DRAINAGE

EASEMENT TO EXTEND TO

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T.M. 40-B-39

INTEGRITY REAL ESTATE CO.

D.B. 5473, PG. 90

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ROBERT E. FALLS & RUTH A. FALLS

D.B. 1243, PG. 269

MONROE ST. 50' R/W

(UNIMPROVED)

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305307

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CENTERLINE

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N 31°38'46" W 120.64'

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T.M. 40-D-14

CITY OF HARRISONBURG, VIRGINIA

D.B. 462, PG. 483

40-D-9THE SALVATION ARMY

D.B. 347, PG. 377

D.B. 1882, PG. 190 (VACATION

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20' EXCLUSIVE PUBLICSANITARY SEWEREASEMENT

15' PUBLIC UTILITY AND

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THE CITY OF HARRISONBURG

T.M. 40-E-7PEDRO PEREZD.B. 2312, PG. 446

T.M. 41-J-1THE SALVATION ARMY

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Date Description Init.Rev.

Revisions

Engineer:

Drawn By:

Checked By:

Scale:

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Tax Map No:

City of Harrisonburg Engineering Division

409 S. Main St.

Harrisonburg, VA 22801

Northend Greenway - Brookside Segment Geometric Control

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BOX

BLACKS RUN

LOT 16

T.M. 40-B-49

AMER TRUCKING COMPANY, LLC

D.B. 5029, PG. 96

LOT 17

T.M. 40-B-50

HERNAN BRAVO ANDRADE

D.B. 4580, PG. 586

LOT 18

T.M. 40-B-51

LUIS O. RODRIGUEZ &

NATIVIDAD RODRIGUEZ - PALACIOS

D.B. 4466, PG. 532

LOT 29

T.M. 40-B-62

LAZARO R. FERNANDEZ OLIVA &

ISIS RUIZ

D.B. 5149, PG. 307

LOT 28

T.M. 40-B-61

OTILIO A. APARICIO GOMEZ &

CLAUDIA J. VALDERRAMA GIL

D.B. 4788, PG. 99

LOT 30

T.M. 40-B-63

CINDY LIZETH HERNANDEZ

D.B. 5273, PG. 640

T.M. 40-B-37

BROOKSIDE PARK PROPERTY

OWNERS ASSOCIATION, LLC

D.B. 4499, PG. 569

GREENWAY EASEMENT

D.B. 3127, PG. 522

20' EXCLUSIVE PUBLIC

SANITARY SEWER

EASEMENT

20' EXCLUSIVE PUBLIC

SANITARY SEW

ER

EASEMENT

RIGHT OF WAY &

DEVELOPMENT EASEMENT

FOR FUTURE DEVELOPMENT

OF "GREEN WAY"

D.B. 3127, PG. 522

17' PUBLIC

DRAINAGE

EASEMENT

17' PRIVATE DRAINAGE

EASEMENT TO EXTEND TO

BLACKS RUN

15' PUBLIC

DRAINAGE

EASEMENT

15' PRIVATE DRAINAGE

EASEMENT TO EXTEND TO

BLACKS RUN

T.M. 40-B-39

INTEGRITY REAL ESTATE CO.

D.B. 5473, PG. 90

T.M. 40-B-38

ROBERT E. FALLS & RUTH A. FALLS

D.B. 1243, PG. 269

MONROE ST. 50' R/W

(UNIMPROVED)

CONC. C&G

M

M

CONC. PATIO

PRIVATE

ACCESS ESMT.

PRIVATE

ACCESS ESMT.

PRIVATE

ACCESS ESMT.

PR

IVA

TE

AC

CE

SS

ES

MT.

S

S

S

P L

PL

PL

PL

PL

PL

PL

PL

PL

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S S

S

10'

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' P

UB

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PR

IV

AT

E D

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IN

AG

E

EA

SE

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T (

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PI

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L)

FES

1338.59

15" CONC.

STORMFES

7.9

SH

ED

1339.30

1339.23

1340.16

1340.28

S 58°21'14" W

39.09'

W

W

W

W

66.24'

54.40'

113.63' 104.34'

305307

STORM

MANHOLE

CENTERLINE

MONUMENT

CENTERLINE

MONUMENT

SAN.

MANHOLE

231.52'

RAIL

FENCE

N 31°38'46" W 120.64'

N 11°22'14" W

FOUND

MAG NAIL

DRAIN

24"

CONC.

STORM

MAIL BOX

PILED STONES

PILED STONES

PILED STONES

PILED STONES

CONC. C&G

PL

PL

co

PL

PL

PL

PL

EX ROW

EX ROW

EX ROW

EX ROW

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TOP = 1342.74

INV. OUT = 1338.94

" C

ON

C.

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W

W

W

W

W

W

W

W

W

W

W

W

W

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UG

-T

UG-T

UG-T

UG-T

UG-T

UG-T

UG-T

UG-TUG-T

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-TUG

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S

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S

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S

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

HOUSE

WOODEN FOOT BRIDGE

CONC. DRIVEWAY ASH

BY

AVE. 5

0' R

/W

UNIMPROVED

MONROE ST. 50' R/W

JEFFERSON ST. 50' R/W

DRAKE LANE 50' RADIUS

CUL-DE-SAC

SHELTER

HEC 40B18

GUY

ANCHOR

GUY

ANCHOR

HEC 40C1

HEC 40C2 EXISTING TRAIL (PAVED)

CGV

MARKER

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

SIDEWALK

CONC.

BLACKS RUN

LOT 15T.M. 40-B-48PEDRO ROJAS SANTIAGOD.B. 5107, PG. 705

LOT 14T.M. 40-B-47RONALD G. KIRBY & MARION L. KIRBY,TRUSTEESD.B. 5354, PG. 365

3325, PG. 145

T.M. 40-D-14CITY OF HARRISONBURG, VIRGINIAD.B. 462, PG. 483

40-D-9THE SALVATION ARMYD.B. 347, PG. 377D.B. 1882, PG. 190 (VACATIONOF LOT LINES)

RIGHT OF WAY &DEVELOPMENT EASEMENTFOR FUTURE DEVELOPMENTOF "GREEN WAY"

20' EXCLUSIVE PUBLIC

SANITARY SEWER

EASEMENT

15' PUBLIC UTILITY ANDPRIVATE DRAINAGEEASEMENT TYP.

40-D-15THE CITY OF HARRISONBURGD.B. 273, PG. 436

T.M. 40-E-7PEDRO PEREZD.B. 2312, PG. 446

T.M. 41-J-1THE SALVATION ARMYD.B. 328, PG. 81, D.B. 347, PG.378D.B. 3368, PG. 106 &D.B. 4221, PG. 452 (VACATIONOF LOT LINES)

WATER LINEEASEMENTD.B. 1991, PG. 624

TRAIL SIGN

SIGN

MONROE ST. 50' R/W

(UNIMPROVED)

WVCONC. C&G

MONROE ST. 50' R/W

' ALLE

Y

(UNIMPROVED

PAVED DRIVEWAY & PARKING

M

EP

EP

CONC. C&G

CONC. C&G

S S

S S

S S

S S

S S

S S

S S

S

S

S

S

S

S

S S

S S

S S

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S

1340.28

620.72' (TOTAL) 171.23'

N 56 °48

0'

N 56 °48

'35 " W

.00

CENTERLINEMONUMENT

CONC. W

ALK

BOLLARD

S 31°43'10" E 317.02'

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Date Description Init.Rev.

Revisions

Engineer:

Drawn By:

Checked By:

Scale:

Date:

Tax Map No:

City of Harrisonburg Engineering Division

409 S. Main St.

Harrisonburg, VA 22801

Northend Greenway - Brookside Segment Demolition Plan

Feet 0 25 50

Feet 0 25 50

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AutoCAD SHX Text U:\engineering projects comm dev\northend greenway\H-Dwgs\PS-Sheet Set\2 Geometrics.dwg Plotted: 6/11/2026 By: Matthew Huston Plotted: 6/11/2026 By: Matthew Huston6/11/2026 By: Matthew Huston By: Matthew HustonMatthew Huston

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CS16

AutoCAD SHX Text 40-B-37 etc.

AutoCAD SHX Text June 2026

AutoCAD SHX Text 1" = 25'

AutoCAD SHX Text

MRH

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MRH

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JLW

AutoCAD SHX Text 6/11/2026

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MATCH LINE STA 5+50 THIS SHEET

AutoCAD SHX Text

MATCH LINE STA 5+50 THIS SHEET

AutoCAD SHX Text

DEMOLITION SCHEDULE

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NO.

AutoCAD SHX Text

ITEM DESCRIPTION

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text D-1

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DEMO ASPHALT

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171 SF

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119 SF

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387 SF

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708 SF

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REMOVE EX SPLIT RAIL FENCE

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16 LF

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DEMO CONCRETE

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179 SF

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DEMOLITION LEGEND

AutoCAD SHX Text

DEMOLISH CONCRETE

AutoCAD SHX Text

DEMOLISH ASPHALT

DEMOLISH STONE

CONCRETE DRIVEWAY

WOODEN FOOT BRIDGE

DRAKE LANE 50' RADIUS CUL-DE-SAC

ROBERTS COURT 50.5' RADIUS

CUL-DE-SAC

ROOF

PL

PL

PL

CONC.

SIDEWALK SIDEWALKCONC.

TELECOM

BOX

BLACKS RUN

LOT 16

T.M. 40-B-49

AMER TRUCKING COMPANY, LLC

D.B. 5029, PG. 96

LOT 17

T.M. 40-B-50

HERNAN BRAVO ANDRADE

D.B. 4580, PG. 586

LOT 18

T.M. 40-B-51

LUIS O. RODRIGUEZ &

NATIVIDAD RODRIGUEZ - PALACIOS

D.B. 4466, PG. 532

LOT 29

T.M. 40-B-62

LAZARO R. FERNANDEZ OLIVA &

ISIS RUIZ

D.B. 5149, PG. 307

LOT 28

T.M. 40-B-61

OTILIO A. APARICIO GOMEZ &

CLAUDIA J. VALDERRAMA GIL

D.B. 4788, PG. 99

LOT 30

T.M. 40-B-63

CINDY LIZETH HERNANDEZ

D.B. 5273, PG. 640

T.M. 40-B-37

BROOKSIDE PARK PROPERTY

OWNERS ASSOCIATION, LLC

D.B. 4499, PG. 569

GREENWAY EASEMENT

D.B. 3127, PG. 522

20' EXCLUSIVE PUBLIC

SANITARY SEWER

EASEMENT

20' EXCLUSIVE PUBLIC

SANITARY SEW

ER

EASEMENT

RIGHT OF WAY &

DEVELOPMENT EASEMENT

FOR FUTURE DEVELOPMENT

OF "GREEN WAY"

D.B. 3127, PG. 522

17' PUBLIC

DRAINAGE

EASEMENT

17' PRIVATE DRAINAGE

EASEMENT TO EXTEND TO

BLACKS RUN

15' PUBLIC

DRAINAGE

EASEMENT

15' PRIVATE DRAINAGE

EASEMENT TO EXTEND TO

BLACKS RUN

T.M. 40-B-39

INTEGRITY REAL ESTATE CO.

D.B. 5473, PG. 90

T.M. 40-B-38

ROBERT E. FALLS & RUTH A. FALLS

D.B. 1243, PG. 269

MONROE ST. 50' R/W

(UNIMPROVED)

CONC. C&G

M

M

CONC. PATIO

PRIVATE

ACCESS ESMT.

PRIVATE

ACCESS ESMT.

PRIVATE

ACCESS ESMT.

PR

IVA

TE

AC

CE

SS

ES

MT.

S

S

P L

PL

PL

PL

PL

PL

PL

PL

PL

S S

S S

S

10'

PUBLIC

DRAINAGE EASEMENT

' P

UB

LIC

U

TI

LIT

Y

PR

IV

AT

E D

RA

IN

AG

E

EA

SE

MEN

T (

TY

PI

CA

L)

FES

1338.59

15" CONC.

STORMFES

7.9

SH

ED

1339.30

1339.23

1340.16

1340.28

S 58°21'14" W

39.09'

W

W

W

W

66.24'

54.40'

113.63' 104.34'

305307

STORM

MANHOLE

CENTERLINE

MONUMENT

CENTERLINE

MONUMENT

SAN.

MANHOLE

231.52'

RAIL

FENCE

N 31°38'46" W 120.64'

N 11°22'14" W

FOUND

MAG NAIL

= FOUND IRON PIN

DRAIN

24"

CONC.

STORM

MAIL BOX

PILED STONES

PILED STONES

PILED STONES

PILED STONES

CONC. C&G

PL

PL

co

PL

PL

PL

PL

EX ROW

EX ROW

EX ROW

EX ROW

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DI

TOP = 1342.74

INV. OUT = 1338.94

" C

ON

C.

DI

W

W

W

W

W

W

W

W

W

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UG

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S

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GAS

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OH-E

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OH-E

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OH-E

OH-E

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OH-E

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OH-E

OH-E

OH-E

OH-E

OH-E

OH-E

HOUSE

WOODEN FOOT BRIDGE

CONC. DRIVEWAY ASH

BY

AVE. 5

0' R

/W

UNIMPROVED

MONROE ST. 50' R/W

JEFFERSON ST. 50' R/W

DRAKE LANE 50' RADIUS

CUL-DE-SAC

SHELTER

HEC 40B18

GUY

ANCHOR

GUY

ANCHOR

HEC 40C1

HEC 40C2 EXISTING TRAIL (PAVED)

CGV

MARKER

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

SIDEWALK

CONC.

BLACKS RUN

LOT 15T.M. 40-B-48PEDRO ROJAS SANTIAGOD.B. 5107, PG. 705

LOT 14T.M. 40-B-47RONALD G. KIRBY & MARION L. KIRBY,TRUSTEESD.B. 5354, PG. 365

40-B-27TERESA A. SHENK-STUARTD.B. 3325, PG. 145

T.M. 40-D-14CITY OF HARRISONBURG, VIRGINIAD.B. 462, PG. 483

40-D-9THE SALVATION ARMYD.B. 347, PG. 377D.B. 1882, PG. 190 (VACATIONOF LOT LINES)

RIGHT OF WAY &DEVELOPMENT EASEMENTFOR FUTURE DEVELOPMENTOF "GREEN WAY"

20' EXCLUSIVE PUBLIC

SANITARY SEWER

EASEMENT

15' PUBLIC UTILITY ANDPRIVATE DRAINAGEEASEMENT TYP.

40-D-15THE CITY OF HARRISONBURGD.B. 273, PG. 436

T.M.

PEDRO PEREZD.B. 2312, PG. 446

T.M. 41-J-1THE SALVATION ARMYD.B. 328, PG. 81, D.B. 347, PG.378D.B. 3368, PG. 106 &D.B. 4221, PG. 452 (VACATIONOF LOT LINES)

WATER LINEEASEMENTD.B. 1991, PG. 624

TRAIL SIGN

SIGN

MONROE ST. 50' R/W

(UNIMPROVED)

WVCONC. C&G

PAVED DRIVEWAY & PARKING

M

EP

EP

CONC. C&G

CONC. C&G

S S

S S

S S

S S

S S

S S

S S

S

S

S

S

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S

S S

S S

S S

P L

S

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S

S

1340.28

620.72' (TOTAL) 171.23'

N 56 °48

0'

N 56 °48

'35 " W

.00

CENTERLINEMONUMENT

CONC. W

ALK

BOLLARD

S 31°43'10" E 317.02'

PL

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EX

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EX

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EX ROW

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Date Description Init.Rev.

Revisions

Engineer:

Drawn By:

Checked By:

Scale:

Date:

Tax Map No:

City of Harrisonburg Engineering Division

409 S. Main St.

Harrisonburg, VA 22801

Northend Greenway - Brookside Segment Utility Plan

Feet 0 25 50

Feet 0 25 50

AutoCAD SHX Text E

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AutoCAD SHX Text U:\engineering projects comm dev\northend greenway\H-Dwgs\PS-Sheet Set\2 Geometrics.dwg Plotted: 6/11/2026 By: Matthew Huston Plotted: 6/11/2026 By: Matthew Huston6/11/2026 By: Matthew Huston By: Matthew HustonMatthew Huston

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AutoCAD SHX Text 1" = 25'

AutoCAD SHX Text

MRH

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MRH

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JLW

AutoCAD SHX Text 6/11/2026

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MATCH LINE STA 5+50 THIS SHEET

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AutoCAD SHX Text

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6.5' L

CONCRETE DRIVEWAY

ROOF

PL

PL

PL

CONC. SIDEWALK

TELECOM

BOX LOT 29T.M. 40-B-62LAZARO R. FERNANDEZ OLIVA &ISIS RUIZD.B. 5149, PG. 307

OTILIO A. APARICIO GOMEZ &CLAUDIA J. VALDERRAMA GILD.B. 4788, PG. 99

LOT 30T.M. 40-B-63CINDY LIZETH HERNANDEZD.B. 5273, PG. 640

20' EXCLUSIVE PUBLIC

SANITARY SEWER

EASEMENT

20' EXCLUSIVE PUBLIC

17' PUBLIC

DRAINAGE

EASEMENT

T.M. 40-B-39INTEGRITY REAL ESTATE CO.D.B. 5473, PG. 90

T.M. 40-B-38ROBERT E. FALLS & RUTH A. FALLSD.B. 1243, PG. 269

CONC. PATIO

PRIVATEACCESS ESMT.

PRIVATE

ACCESS ESMT.

PL

PL

PL

PL

PL

S S S S S S S S S S S S S S

SHED

S 58°21'14" W

39.09'

W W

66.24'

54.40' 113.63'

SAN.

MANHOLE

RAIL

FENCE

N 31°38'46" W 120.64'

FOUND

MAG NAIL

DRAIN

MAIL BOX

PILED STONES

PILED STONES

PILED STONES

PILED STONES

CONC. C&G

co

Date Description Init.Rev.

Revisions

Engineer:

Drawn By:

Checked By:

Scale:

Date:

Tax Map No:

City of Harrisonburg Engineering Division

409 S. Main St.

Harrisonburg, VA 22801

Northend Greenway - Brookside Segment Sanitary Sewer Replacement

Feet 0 10 20

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AutoCAD SHX Text U:\engineering projects comm dev\northend greenway\H-Dwgs\PS-Sheet Set\2 Geometrics.dwg Plotted: 6/11/2026 By: Matthew Huston Plotted: 6/11/2026 By: Matthew Huston6/11/2026 By: Matthew Huston By: Matthew HustonMatthew Huston

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MATTHEW R. HUSTON

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AutoCAD SHX Text Lic. No. 037897

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CS16

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SHEET NOTES: 1. BYPASS PUMPING SPECIFICATIONS : "CONTRACTOR IS REQUIRED BYPASS PUMPING SPECIFICATIONS : "CONTRACTOR IS REQUIRED TO FURNISH ALL MATERIALS, LABOR, EQUIPMENT, POWER, MAINTENANCE, ETC. TO IMPLEMENT A TEMPORARY PUMPING SYSTEM FOR THE PURPOSE OF DIVERTING THE EXISTING SANITARY SEWER SYSTEM CAPACITY AROUND THE WORK AREA FOR THE DURATION OF THE PROJECT. THE DESIGN, INSTALLATION AND OPERATION OF THE TEMPORARY PUMPING SYSTEM SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DEMONSTRATE TO THE ENGINEER THAT HE AND/OR HIS SUBCONTRACTOR SPECIALIZES IN THE DESIGN AND OPERATION OF TEMPORARY BYPASS PUMPING SYSTEMS. THE CONTRACTOR SHALL PROVIDE AT LEAST THREE (3) REFERENCES OF PROJECTS OF A SIMILAR SIZE AND COMPLEXITY AS THIS PROJECT, RECENTLY PERFORMED SUCCESSFULLY. THE BYPASS SYSTEM SHALL MEET THE REQUIREMENTS OF ALL CODES AND REGULATORY AGENCIES HAVING JURISDICTION.