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AutoCAD SHX Text P:\2026\10630 - Stanley VDH SWAP\8. DESIGN\4. DWG\SEPTIC - POND AVE\COMPOSITE\10630-T100

AutoCAD SHX Text Gary L. Shirley Lic. No. 026069

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POND AVE SANITARY IMPROVEMENTS

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TITLE SHEET

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TOWN OF STANLEY

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STANLEY, VA

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1ST SUBMITTAL

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PUBLISH DATE: 8/25/2026

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RACEY PROJECT NUMBER: 10630

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STANLEY, VA

AutoCAD SHX Text PROPOSED USE: THE PROPOSED PROJECT INCLUDES INSTALLING A SEWER LIFT STATION AND FORCE MAIN FOR THE HOUSE LOCATED AT 314 POND AVE. THIS SEWER FORCE MAIN WILL RUN ALONG THE VDOT RIGHT-OF-WAY AND WILL CONNECT INTO AN EXISTING SEWER MANHOLE LOCATED IN FRONT OF 396 POND AVE.

AutoCAD SHX Text VICINITY MAP SCALE: 1" = 2000' 1" = 2000' PROJECT COORDINATES 38° 35' 07.7" N78° 31' 20.0" W

AutoCAD SHX Text PROJECT SITE SUMMARY: SITE ADDRESS: 314 POND AVE 314 POND AVE STANLEY, VA 22851 OWNER/APPLICANT: TOWN OF STANLEY TOWN OF STANLEY ADDRESS: 278 EAST MAIN STREET 278 EAST MAIN STREET STANLEY, VA 22851 TELEPHONE NO: 540-742-2146 540-742-2146 PROJECT ENGINEER: RACEY ENGINEERING, PLLC RACEY ENGINEERING, PLLC CONTACT: GARY L SHIRLEY, P.E. GARY L SHIRLEY, P.E. ADDRESS: 312 WEST MAIN STREET 312 WEST MAIN STREET LURAY, VIRGINIA 22835 TELEPHONE NO: (540) 743-9227 (540) 743-9227 TAX MAP/PARCEL ID: 71-A-103 71-A-103 DEED BOOK/INST NO: DEED BOOK 386 P. 68DEED BOOK 386 P. 68

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POND AVE SANITARY IMPROVEMENTS FOR TOWN OF STANLEY

AutoCAD SHX Text NOTE: THE PROJECT IS BEING FUNDED THROUGH A GRANT FUND FROM THE VIRGINIA DEPARTMENT OF HEALTH SEPTIC AND WASTE ASSISTANCE PROGRAM (SWAP). ONCE THE PROJECT IS COMPLETED, THE INDIVIDUAL LOT OWNERS WILL BE RESPONSIBLE FOR THE MAINTENANCE AND REPLACEMENT OF ALL SYSTEM PARTS LOCATED ON THEIR PROPERTY. THE TOWN OF STANLEY WILL MAINTAIN ONLY PARTS OF THE SYSTEM LOCATED IN THE STREET OR PUBLIC RIGHT OF WAY.

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NOTES

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TOWN OF STANLEY

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STANLEY, VA

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RACEY PROJECT NUMBER: 10630

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AutoCAD SHX Text PROPERTY LINE BUILDING RESTRICTION LINE CONTOUR (1' INTERVAL) CULVERT PIPE WATER LINE SANITARY SEWER LINE UNDERGROUND ELECTRIC LINE OVERHEAD ELECTRIC STORM DRAIN PIPING LIMITS OF DISTURBANCE CENTER OF ROAD LANDSCAPE BUFFER LINE FENCE (1) FENCE (2) CURB & GUTTER GRAVEL AREA ASPHALT AREA CONCRETE AREA LANDSCAPED AREA ANDSCAPED AREA TREE LINE IRON PIN/ROD MANHOLE (UNSPECIFIED) STORM MANHOLE SEWER MANHOLE WATER METER HYDRANT WATER VALVE/WATER VALVE BOX CLEANOUT GAS VALVE TELEPHONE PEDESTAL UTILITY POLE LIGHT POLE SIGN GUIDE WIRE

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AutoCAD SHX Text GENERAL NOTES AND STANDARDS: CONSTRUCTION STANDARDS ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: THE TOWN OF STANLEY CONSTRUCTION STANDARDS AND SPECIFICATIONS VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) VIRGINIA WORK AREA PROTECTION MANUAL FREDERICK COUNTY SANITATION AUTHORITY [PRIMARY REFERENCE STANDARD] CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL CONSTRUCTION ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE FEDERAL, STATE, AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING LICENSES AT THEIR EXPENSE, MAINTAIN COPIES OF THE PERMITS AND LICENSES ON-SITE AT ALL TIMES DURING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 2. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (IF APPLICABLE) ON-SITE AT ALL TIMES DURING CONSTRUCTION. A DESIGNATED RESPONSIBLE PERSON SHALL BE AVAILABLE FOR CONTACT BY INSPECTORS OR AGENCY OFFICIALS. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE START OF CONSTRUCTION. IF ANY DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES ARE FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, SITE CONDITIONS, OR ANY RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 4. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. DEVIATIONS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED, UNLESS OTHERWISE APPROVED BY THE ENGINEER. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 5. CONTRACTOR TO VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. CONTRACTOR TO VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND NOTIFY THE OWNER AND THE ENGINEER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WITH WORK. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 6. THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS THE LOCATION OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL PUBLIC OR PRIVATE UTILITIES WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE AND IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY MISS UTILITY” OF VIRGINIA @811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT OF VIRGINIA @811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. A CERTIFIED PRIVATE UTILITY LOCATION COMPANY SHALL BE HIRED TO IDENTIFY ANY ADDITIONAL EXISTING UTILITIES ON PRIVATE PROPERTY. IN ANY SITUATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION. 7. PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND PROPERLY SECURE THE CONSTRUCTION AREA AT ALL TIMES AGAINST UNAUTHORIZED ENTRY AND ADEQUATELY PROTECT EQUIPMENT, MATERIALS, AND COMPLETED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 8. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY THROUGHOUT THE ENTIRE DURATION OF CONSTRUCTION UNTIL CLOSEOUT PROCEDURES ARE COMPLETED. 9. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL REQUEST THE MEETING WITH THE VESCP AUTHORITY AT LEAST ONE WEEK IN ADVANCE. IMMEDIATE SCHEDULING WITH THE VESCP AUTHORITY IS NOT GUARANTEED, AND CONTRACTOR SHOULD PROVIDE AMPLE NOTICE FOR DESIRED MEETING TIMES. 10. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 12. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE, UNLESS OTHERWISE NOTED, AND DISPOSE OF THE MATERIAL IN A SAFE, LEGAL MANNER. 13. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 14. DIMENSIONS AND RADII ARE TO FACE OF CURB AND TO OUTSIDE FACE OF BUILDINGS, WHERE DIMENSIONS AND RADII ARE TO FACE OF CURB AND TO OUTSIDE FACE OF BUILDINGS, WHERE APPLICABLE, UNLESS OTHERWISE INDICATED. 15. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 16. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE “MANUAL ON UNIFORM ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE “MANUAL ON UNIFORM MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES”. ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN . ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 17. ALL GROUND COVER AND LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION AT ALL GROUND COVER AND LANDSCAPING SHALL BE PROPERLY MAINTAINED IN A HEALTHY CONDITION AT ALL TIMES. DEAD PLANT MATERIALS SHALL BE REMOVED AND REPLACED DURING THE NORMAL PLANTING SEASON. 18. ALL GRASS OR TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR ACTIVITY ALL GRASS OR TURF AREAS THAT ARE IMPACTED OR DISTURBED BY VEHICLES, EQUIPMENT, OR ACTIVITY SHALL BE REPAIRED, REGRADED, AND RESEEDED TO THE SATISFACTION OF THE OWNER. 19. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT-OF-WAY OF ADJACENT ROADWAYS, WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT-OF-WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 20. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 21. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. DEMOLITION NOTES: 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS SHALL ENSURE THAT COPIES OF ALL APPLICABLE PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS SHALL ENSURE THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. CONTRACTOR ALSO SHALL HAVE COMPLETED THE PRE-CONSTRUCTION CONFERENCE. 2. CONTRACTOR SHALL INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE CONTRACTOR SHALL INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. 3. CONTRACTOR SHALL LOCATE (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, CONTRACTOR SHALL LOCATE (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. 4. CONTRACTOR SHALL CONTACT THE APPLICABLE UTILITY SERVICE PROVIDER AND SHALL BE RESPONSIBLE CONTRACTOR SHALL CONTACT THE APPLICABLE UTILITY SERVICE PROVIDER AND SHALL BE RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 5. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING “OFF-PEAK” HOURS OR ON WEEKENDS WHICH MAY BE REQUIRED TO MINIMIZE THE OFF-PEAK” HOURS OR ON WEEKENDS WHICH MAY BE REQUIRED TO MINIMIZE THE HOURS OR ON WEEKENDS WHICH MAY BE REQUIRED TO MINIMIZE THE IMPACT ON THE ADJACENT PROPERTY OWNERS/TENANTS. 6. CONTRACTOR SHALL PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL CONTRACTOR SHALL PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL OSHA REQUIREMENTS, TO ENSURE THE SAFETY OF THE PUBLIC AND ALL PARTIES INVOLVED. 7. THE CONTRACTOR SHALL PROVIDE ALL THE “MEANS AND METHODS” NECESSARY TO PREVENT MOVEMENT, THE CONTRACTOR SHALL PROVIDE ALL THE “MEANS AND METHODS” NECESSARY TO PREVENT MOVEMENT, MEANS AND METHODS” NECESSARY TO PREVENT MOVEMENT, NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF THEIR ACTIVITIES. 8. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 9. CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST DURING DEMOLITION IN ACCORDANCE WITH USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST DURING DEMOLITION IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR “PRE-DEMOLITION” CONDITION. PRE-DEMOLITION” CONDITION. CONDITION. 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 13. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. GRADING AND EARTHWORK NOTES: 1. ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, OR ANY OTHER ALL MATERIALS USED FOR FILL OR BACK-FILL SHALL BE FREE OF WOOD, ROOTS, OR ANY OTHER NON-COMPACTIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 2. SATISFACTORY MATERIAL FOR USE AS FILL FOR THIS PROJECT (UNLESS OTHERWISE SPECIFIED) INCLUDE SATISFACTORY MATERIAL FOR USE AS FILL FOR THIS PROJECT (UNLESS OTHERWISE SPECIFIED) INCLUDE THOSE CLASSIFIED IN ASTM D-2487 AS GW, GP, GM, FC, 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 BY A PROFESSIONAL GEOTECHNICAL ENGINEER. 3. MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACK-FILL AROUND DRAINAGE 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 RESULTS OF THE PROCTOR TEST TOGETHER WITH A CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 4. EMBANKMENT FILL AND TRENCH BACK-FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UN-COMPACTED EMBANKMENT FILL AND TRENCH BACK-FILL SHALL BE PLACED IN LIFTS AT A MAXIMUM UN-COMPACTED DEPTH OF 8-INCHES AND 6-INCHES, RESPECTIVELY. DENSITY TESTS SHALL BE CONDUCTED AT THE FOLLOWING MINIMUM FREQUENCIES: EMBANKMENTS FOR ROADS, STREETS, DAMS, ETC: ONE TEST PER LIFT PER 10,000 SQUARE FEET. ONE TEST PER LIFT PER 10,000 SQUARE FEET. BACK-FILL AROUND STRUCTURES AND IN TRENCHES: ONE TEST PER LIFT PER 500 LINEAL FEET. 5. THE BUILDING'S STRUCTURAL ENGINEER SHALL DETERMINE SUITABLE SOILS TO BE USED AS FILL UNDER THE BUILDING'S STRUCTURAL ENGINEER SHALL DETERMINE SUITABLE SOILS TO BE USED AS FILL UNDER THE BUILDING PAD AND/OR ANY MODIFICATIONS OR TREATMENTS THE SOIL MUST UNDERGO PRIOR TO USE AS FILL.

AutoCAD SHX Text GENERAL UTILITY NOTES: 1. NOTHING ON THESE CONTRACT DRAWINGS SHALL BE CONSTRUED AS A GUARANTEE THAT UTILITIES NOTHING ON THESE CONTRACT DRAWINGS SHALL BE CONSTRUED AS A GUARANTEE THAT UTILITIES INDICATED AS EXISTING ARE IN THE LOCATION INDICATED OR THAT THEY ACTUALLY EXIST, OR THAT OTHER EXISTING UTILITIES ARE NOT WITHIN THE AREA OF OPERATIONS. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL MAKE ALL NECESSARY INVESTIGATIONS TO DETERMINE THE EXISTENCE, LOCATIONS, AND ELEVATIONS OF EXISTING UTILITIES IN THE WORK AREA. CONTACT THE ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS TO PERMIT REVISIONS. 2. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EXISTING UTILITIES NOT SHOWN ON THESE PLANS. IF A UTILITY IS DAMAGED DURING CONSTRUCTION, STOP WORK IMMEDIATELY AND NOTIFY THE ENGINEER. DAMAGE TO UTILITIES (INCLUDING UNDERGROUND) OR PROPERTY OF OTHERS BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS BY CONTRACTOR AT NO COST TO OWNER. 3. THE CONTRACTOR SHALL PROVIDE THE TOWN OF STANLEY, VA A MINIMUM OF 96 HOURS NOTIFICATION THE CONTRACTOR SHALL PROVIDE THE TOWN OF STANLEY, VA A MINIMUM OF 96 HOURS NOTIFICATION STANLEY, VA A MINIMUM OF 96 HOURS NOTIFICATION A MINIMUM OF 96 HOURS NOTIFICATION PRIOR TO ANY INTERRUPTION OF WATER SERVICES, SEWER SERVICES, STREET TRAFFIC, OR STORM WATER. AND THE WORK SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE TOWN OF STANLEY, VA. . 4. THE CONTRACTOR SHALL COORDINATE WATER, SEWER, AND STORM WATER CONNECTIONS/CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WATER, SEWER, AND STORM WATER CONNECTIONS/CONSTRUCTION WITH THE TOWN OF STANLEY, VA FOR PURPOSES OF ON-SITE INSPECTION. STANLEY, VA FOR PURPOSES OF ON-SITE INSPECTION. FOR PURPOSES OF ON-SITE INSPECTION. 5. THE CONTRACTOR SHALL CONTACT THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS THE CONTRACTOR SHALL CONTACT THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 6. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 7. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, CROSSINGS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO THE ENGINEER. 8. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL OF THESE UTILITIES (WATER, ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND. ALL OF THESE UTILITIES (WATER, SANITARY SEWER, ELECTRICITY, ETC.) SHALL BE INSTALLED AND TESTED SATISFACTORILY PRIOR TO COMMENCING ANY PAVING OPERATIONS WHERE SUCH UTILITIES ARE WITHIN THE LIMITS OF PAVEMENT. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND THE MEP ENGINEERS ON THE THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES AND THE MEP ENGINEERS ON THE REQUIREMENTS FOR AND LIMITS OF UNDERGROUND ELECTRICAL SERVICES, GAS SERVICES, COMMUNICATION SERVICES AND OTHER UTILITIES NOT DETAILED ON THE CIVIL PLANS (IF ANY). 11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406, ET SEQ. OF THE CODE IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH SECTION 59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD) VOLTAGE LINES SAFETY ACT. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. 13. MAINTAIN A MINIMUM OF 18” OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES MAINTAIN A MINIMUM OF 18” OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 14. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE VA CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE VA UNIFORM STATEWIDE BUILDING CODE. 15. ALL CLEANOUTS AND VAULTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. ALL CLEANOUTS AND VAULTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 16. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 17. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 18. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 19. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. SANITARY SEWER NOTES: 1. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE LATEST STANDARDS AND ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM TO THE LATEST STANDARDS AND SPECIFICATIONS OF THE TOWN OF STANLEY, VA AND FREDERICK COUNTY SANITATION AUTHORITY, THE STANLEY, VA AND FREDERICK COUNTY SANITATION AUTHORITY, THE AND FREDERICK COUNTY SANITATION AUTHORITY, THE MOST STRINGENT SHALL APPLY. STRINGENT SHALL APPLY. 2. DUCTILE IRON PIPE SHALL BE OF THE MECHANICAL JOINT OR RESTRAINED JOINT VARIETY, CONFORMING DUCTILE IRON PIPE SHALL BE OF THE MECHANICAL JOINT OR RESTRAINED JOINT VARIETY, CONFORMING TO ANSI 21-51 (AWWA C151, LATEST REVISION) WITH A MINIMUM THICKNESS CLASS OF 52 FOR ALL PIPE DIAMETERS. ALL FITTINGS SHALL BE MECHANICAL JOINT, DUCTILE IRON IN ACCORDANCE WITH AWWA SPECIFICATIONS C110/C111, LATEST REVISIONS, WITH A MINIMUM PRESSURE RATING OF 250 POUNDS PER SQUARE INCH. 3. SANITARY SEWER LINES SHALL BE DUCTILE IRON OR SDR-21 PVC CONFORMING TO THE APPLICABLE SANITARY SEWER LINES SHALL BE DUCTILE IRON OR SDR-21 PVC CONFORMING TO THE APPLICABLE ASTM, AWWA, ANSI, OR OTHER APPROPRIATE STANDARD. 4. MINIMUM COVER OVER TOP OF SEWER PIPE MUST BE 36 INCHES. MINIMUM COVER OVER TOP OF SEWER PIPE MUST BE 36 INCHES. 5. WATER AND SANITARY LINES SHALL BE INSTALLED WITH A MINIMUM OF 6” OF BEDDING STONE AS WATER AND SANITARY LINES SHALL BE INSTALLED WITH A MINIMUM OF 6” OF BEDDING STONE AS OF BEDDING STONE AS INDICATED IN THE STANDARD DETAILS. 6. CONTRACTOR SHALL LOCATE AND UNCOVER ALL SEWER MANHOLES AFTER COMPLETION OF ALL PAVING CONTRACTOR SHALL LOCATE AND UNCOVER ALL SEWER MANHOLES AFTER COMPLETION OF ALL PAVING AND TO ADJUST THEM TO THE FINAL GRADES. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CLEANING OUT SEWER MAINS FOR FINAL INSPECTION, IF NECESSARY. 7. FINAL ACCEPTANCE BY THE OWNER AND THE TOWN OF STANLEY, VA SHALL NOT BE MADE UNTIL ALL FINAL ACCEPTANCE BY THE OWNER AND THE TOWN OF STANLEY, VA SHALL NOT BE MADE UNTIL ALL STANLEY, VA SHALL NOT BE MADE UNTIL ALL SHALL NOT BE MADE UNTIL ALL WORK SHOWN ON APPROVED UTILITY PLANS IS COMPLETED INCLUDING PAVING, GRADING, AND ALL REQUIRED ADJUSTMENTS. 8. THE OWNER OR THEIR REPRESENTATIVES AND THE TOWN OF STANLEY, VA WILL INSPECT ALL SANITARY THE OWNER OR THEIR REPRESENTATIVES AND THE TOWN OF STANLEY, VA WILL INSPECT ALL SANITARY STANLEY, VA WILL INSPECT ALL SANITARY WILL INSPECT ALL SANITARY SEWER LINES, CONNECTIONS, AND APPURTENANCES THERETO, AS SHOWN ON THE APPROVED UTILITY PLANS.

AutoCAD SHX Text FREDERICK COUNTY WATER AND SEWER STANDARDS AND SPECIFICATIONS: 1. TRENCHES SHALL BE EXCAVATED TO A DEPTH THAT WILL INSURE A MINIMUM OF 36 INCHES OF COVER TRENCHES SHALL BE EXCAVATED TO A DEPTH THAT WILL INSURE A MINIMUM OF 36 INCHES OF COVER OVER THE TOP OF SEWER PIPING. 2. EXCAVATED MATERIAL SUITABLE FOR BACKFILLING SHALL BE PILED IN AN ORDERLY MANNER AND BE A EXCAVATED MATERIAL SUITABLE FOR BACKFILLING SHALL BE PILED IN AN ORDERLY MANNER AND BE A MINIMUM DISTANCE OF THREE FEET FROM THE BANK OF THE TRENCH. ALL EXCAVATED MATERIAL NOT SUITABLE AND/OR NOT REQUIRED FOR BACKFILL SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. 3. SUCH GRADING AS NECESSARY SHALL BE DONE TO PREVENT WATER FROM FLOWING INTO THE TRENCH SUCH GRADING AS NECESSARY SHALL BE DONE TO PREVENT WATER FROM FLOWING INTO THE TRENCH OR OTHER EXCAVATIONS, AND ANY WATER ACCUMULATING THEREIN SHALL BE REMOVED BY APPROVED METHODS. 4. ALL FILL MATERIAL SHALL BE IN PLACE AND COMPACTED TO FINISH SUBGRADE BEFORE SEWER LINES ALL FILL MATERIAL SHALL BE IN PLACE AND COMPACTED TO FINISH SUBGRADE BEFORE SEWER LINES ARE INSTALLED. 5. WHENEVER THE SOIL AT THE TRENCH SUBGRADE IS SOFT, UNSTABLE, OR SATURATED WITH WATER, SUCH WHENEVER THE SOIL AT THE TRENCH SUBGRADE IS SOFT, UNSTABLE, OR SATURATED WITH WATER, SUCH UNSUITABLE MATERIAL SHALL BE REMOVED AND THE TRENCH SUBGRADE STABILIZED WITH A GRANULAR MATERIAL (AS DIRECTED BY THE ENGINEER). 6. MAXIMUM SIZE OF GRANULAR MATERIAL SHALL BE TWO INCHES. DEPTH OF STABILIZATION SHALL BE AS MAXIMUM SIZE OF GRANULAR MATERIAL SHALL BE TWO INCHES. DEPTH OF STABILIZATION SHALL BE AS REQUIRED TO CONSTRUCT A FIRM SUBGRADE FOR PIPE BEDDING MATERIAL, BUT MUST BE AT LEAST EIGHT INCHES. 7. CONCRETE ARCH OR CRADLE BEDDING SHALL BE PROVIDED WHEN NECESSARY. CONCRETE ARCH OR CRADLE BEDDING SHALL BE PROVIDED WHEN NECESSARY. 8. BEDDING MATERIAL SHALL BE AN OPEN-GRADED COURSE STONE AGGREGATE MEETING VIRGINIA OF BEDDING MATERIAL SHALL BE AN OPEN-GRADED COURSE STONE AGGREGATE MEETING VIRGINIA OF TRANSPORTATION REQUIREMENTS FOR VDOT SIZES NUMBER 8, 68, OR 78. 9. STANDARD BEDDING SHALL BE INSTALLED UNLESS POOR SOIL CONDITIONS ARE ENCOUNTERED. THERE STANDARD BEDDING SHALL BE INSTALLED UNLESS POOR SOIL CONDITIONS ARE ENCOUNTERED. THERE SHALL BE A MINIMUM OF SIX INCHES OF STONE UNDER THE PIPE. STONE SHALL ALSO BE BACKFILLED AROUND THE PIPE AND TO A HEIGHT OF TWELVE INCHES ABOVE THE TOP OF THE PIPE. 10. PIPELINE DEFLECTION WILL ONLY BE ALLOWED AT JOINTS AND FITTINGS. THE LENGTH OF PIPE ITSELF PIPELINE DEFLECTION WILL ONLY BE ALLOWED AT JOINTS AND FITTINGS. THE LENGTH OF PIPE ITSELF SHALL NOT BE BENT. THE MAXIMUM DEFLECTION LIMIT SHALL BE 12 INCHES OF LATERAL DISPLACEMENT PER 20 FEET OF PIPE(IF THE RADIUS OF CURVE IS 200 FEET OR GREATER, NO BENDS ARE REQUIRED). 11. JOINT RESTRAINTS ARE REQUIRED IF THE SEWER LINE SLOPE IS 20% OR GREATER. JOINT RESTRAINTS ARE REQUIRED IF THE SEWER LINE SLOPE IS 20% OR GREATER. 12. JOINT RESTRAINTS ARE REQUIRED IN ALL FILL CONDITIONS TO MINIMUM OF 20' ONTO ORIGINAL GROUND JOINT RESTRAINTS ARE REQUIRED IN ALL FILL CONDITIONS TO MINIMUM OF 20' ONTO ORIGINAL GROUND 13. SPECIFIED STONE AGGREGATE SHALL BE USED TO A HEIGHT OF TWELVE INCHES ABOVE THE TOP OF THE SPECIFIED STONE AGGREGATE SHALL BE USED TO A HEIGHT OF TWELVE INCHES ABOVE THE TOP OF THE PIPE. 14. ABOVE THE STONE AGGREGATE (OR CONCRETE ARCH) SHALL BE 24 INCHES OF SELECT BACKFILL ABOVE THE STONE AGGREGATE (OR CONCRETE ARCH) SHALL BE 24 INCHES OF SELECT BACKFILL COMPACTED IN SIX-INCH LIFTS. THE MAXIMUM PARTICLE SIZE OF THIS BACKFILL MATERIAL SHALL BE ONE INCH. BACKFILL SHALL BE COMPACTED TO 95" OF ASTM D-698 MAXIMUM DENSITY. 15. ABOVE THE SELECT BACKFILL, MATERIAL SHALL BE DEPOSITED IN LIFTS NOT EXCEEDING TWO FEET. ABOVE THE SELECT BACKFILL, MATERIAL SHALL BE DEPOSITED IN LIFTS NOT EXCEEDING TWO FEET. 16. ANY BACKFILL MATERIAL USED ABOVE THE PIPE BEDDING SHALL BE FREE OF ALL ORGANIC MATERIAL, ANY BACKFILL MATERIAL USED ABOVE THE PIPE BEDDING SHALL BE FREE OF ALL ORGANIC MATERIAL, LARGE CLODS, FROZEN SOIL, OR OTHER MATERIAL DIFFICULT TO COMPACT. 17. NO ROCK SHALL BE USED IN THE SELECT BACKFILL. ANY ROCK USED ABOVE THE SELECT BACKFILL NO ROCK SHALL BE USED IN THE SELECT BACKFILL. ANY ROCK USED ABOVE THE SELECT BACKFILL SHALL BE NOT LONGER THAN SIX INCHES IN THE GREATEST DIMENSION. 18. LINES SHALL BE TESTED THROUGH A SERVICE CONNECTION OR A SPECIAL TAP INSTALLED FOR THE TEST LINES SHALL BE TESTED THROUGH A SERVICE CONNECTION OR A SPECIAL TAP INSTALLED FOR THE TEST 19. A MAXIMUM OF ONE THOUSAND LINEAR FEET OF LINE SHALL BE TESTED AT A TIME A MAXIMUM OF ONE THOUSAND LINEAR FEET OF LINE SHALL BE TESTED AT A TIME 20. ALL NEWLY LAID PIPE, OR ANY VALVED SECTION THEREOF, SHALL BE SUBJECTED TO A HYDROSTATIC ALL NEWLY LAID PIPE, OR ANY VALVED SECTION THEREOF, SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE OF AT LEAST 1.5 TIMES THE WORKING PRESSURE AT THE POINT OF TESTING. 21. TEST PRESSURES SHALL: TEST PRESSURES SHALL: 1. BE A MINIMUM OF 100 PSI BE A MINIMUM OF 100 PSI 2. NOT EXCEED PIPE DESIGN PRESSURE NOT EXCEED PIPE DESIGN PRESSURE 3. BE OF AT LEAST A TWO-HOUR DURATION BE OF AT LEAST A TWO-HOUR DURATION 4. NOT EXCEED THE RATED PRESSURE OF THE VALVE NOT EXCEED THE RATED PRESSURE OF THE VALVE 22. FOR ANY DEVIATION FROM PUBLISHED, PRINTED STANDARDS, THE CONTRACTOR MAY SUBMIT A WRITTEN FOR ANY DEVIATION FROM PUBLISHED, PRINTED STANDARDS, THE CONTRACTOR MAY SUBMIT A WRITTEN ALTERNATE PLAN AND APPROACH TO THE ENGINEER. THE ENGINEER SHALL BE AFFRONTED DISCRETION TO APPROVE/DISAPPROVE THE CONTRACTORS' PROPOSAL.

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AutoCAD SHX Text SURVEY SOURCE AND INFORMATION: SOURCE: THIS TOPOGRAPHIC SURVEY WAS COMPLETED BY RACEY ENGINEERING, PLLC RACEY ENGINEERING, PLLC ON OR BEFORE APRIL 30, 2026, FROM ACTUAL CONVENTIONAL AND RTK GPS APRIL 30, 2026, FROM ACTUAL CONVENTIONAL AND RTK GPS , FROM ACTUAL CONVENTIONAL AND RTK GPS AND RTK GPS SURVEY METHODS FROM RACEY ENGINEERING, PLLC ESTABLISHED CONTROL. THIS RACEY ENGINEERING, PLLC ESTABLISHED CONTROL. THIS ESTABLISHED CONTROL. THIS MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. HORIZONTAL AND VERTICAL DATUM: VA NAD83, NAVD88 BASED UPON GPS VA NAD83, NAVD88 BASED UPON GPS NAVD88 BASED UPON GPS NAVD88 BASED UPON GPS BASED UPON GPS GPS OBSERVATION PERFORMED BY RACEY ENGINEERING, PLLC. PERFORMED BY RACEY ENGINEERING, PLLC. RACEY ENGINEERING, PLLC. CONTOUR INTERVAL: 1 FT. 1 FT. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR TITLE REPORT AND DOES NOT THEREFORE, NECESSARILY INDICATE ALL EASEMENTS AND ENCUMBRANCES ON THE PROPERTY THAT MIGHT BE DISCLOSED IN A TITLE SEARCH. UTILITIES SHOWN HEREON ARE BASED ON VISIBLE, PHYSICAL EVIDENCE. UNDERGROUND UTILITIES WERE NOT MARKED AS PART OF THIS PROJECT. IT SHALL WERE NOT MARKED AS PART OF THIS PROJECT. IT SHALL MARKED AS PART OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO HAVE UTILITIES MARKED PRIOR TO LAND DISTURBANCE OF ANY KIND. SEE SHEET C100 FOR MORE INFORMATION. PROPERTY LINES SHOWN HEREON ARE COMPILED FROM TOWN/COUNTY GIS OVERLAY TOWN/COUNTY GIS OVERLAY RACEY ENGINEERING, PLLC WILL PROVIDE BENCHMARKS FOR THE CONSTRUCTION OF WILL PROVIDE BENCHMARKS FOR THE CONSTRUCTION OF PROVIDE BENCHMARKS FOR THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS. ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE TO EXISTING CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, FINISH FLOOR ELEVATIONS, ELEVATIONS ON MANHOLES, ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS (HORIZONTAL POINTS PROVIDED) OR ANY OTHER POINTS FOR CONSTRUCTION OTHER THAN THE PROVIDED BENCHMARKS. FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS COULD RESULT IN DAMAGES AND ADDITIONAL COST THAT ARE THE CONTRACTOR'S RESPONSIBILITY.

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AutoCAD SHX Text P:\2026\10630 - Stanley VDH SWAP\8. DESIGN\4. DWG\SEPTIC - POND AVE\COMPOSITE\10630-C100

AutoCAD SHX Text Gary L. Shirley Lic. No. 026069

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POND AVE SANITARY IMPROVEMENTS

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EXISTING FEATURES PLAN

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TOWN OF STANLEY

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STANLEY, VA

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1ST SUBMITTAL

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PUBLISH DATE: 8/25/2026

AutoCAD SHX Text 07/01/26

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RACEY PROJECT NUMBER: 10630

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WINTER BRENDA J TAX MAP# 71-A-103

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MORRIS JESSE A TAX MAP# 71-A-102

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MORRIS JESSE A TAX MAP# 71-A-101

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PETIT LEROY A & SANDRA K TAX MAP# 71-A-128B

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MEREDITH GREGORY ALLEN II & NOELLA TAX MAP# 71-A-128C

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LOHR JOHN W & SANDRA TAX MAP# 71-A-65

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MORRIS DAVID G SR & PENNY S TAX MAP# 71-A-66

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HILLIARD LARRY D & HELEN M TAX MAP# 71-A-67

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HILLIARD LARRY D & HELEN M TAX MAP# 71-A-68

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POND AVE

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EXISTING OVERHEAD UTILITY LINE, TYP.

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EXISTING UTILITY POLE, TYP.

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EXISTING 12" CULVERT PIPE

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EXISTING 12" CULVERT PIPE

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EXISTING WATER METER, TYP.

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EXISTING FENCE, TYP.

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EXISTING ENTRANCE TO SHADE TREE LANE

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EXISTING HOUSE #314

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EXISTING BUILDING

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EXISTING MAILBOX, TYP.

AutoCAD SHX Text EXISTING SANITARY MANHOLE TOP: 1065.4' INV IN: 1059.5' INV IN: 1061.3' INV OUT: 1059.2'

NOTE: EXISTING SEPTIC TANK SHALL BE PUMPED BY A CERTIFIED HAULER, CRUSHED AND BACKFILLED WITH VDOT #57 STONE

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AutoCAD SHX Text P:\2026\10630 - Stanley VDH SWAP\8. DESIGN\4. DWG\SEPTIC - POND AVE\COMPOSITE\10630-C200

AutoCAD SHX Text Gary L. Shirley Lic. No. 026069

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AutoCAD SHX Text U200

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POND AVE SANITARY IMPROVEMENTS

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SEWER SITE PLAN

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TOWN OF STANLEY

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STANLEY, VA

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1ST SUBMITTAL

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PUBLISH DATE: 8/25/2026

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RACEY PROJECT NUMBER: 10630

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TIE INTO EXISTING SEWER LINE FROM HOUSE

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PROPOSED CURB BOX & LATERAL KIT (SEE SHEET U201)

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PROPOSED E1 GRINDER PUMP PACKAGE (SEE U201)

AutoCAD SHX Text PROPOSED 378' OF 2" SDR 21 SANITARY FORCE MAIN (TO BE INSTALLED BESIDE POND AVE USING BORING & OPEN CUT METHODS)

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PROPOSED 2" SANITARY FORCE MAIN

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PROPOSED PUMP STATION

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EXISTING SURFACE

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SCALE: HORIZONTAL: 1"=60' VERTICAL: 1"=5'

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PROPOSED CURB BOX

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WINTER BRENDA J TAX MAP# 71-A-103

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MORRIS JESSE A TAX MAP# 71-A-102

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PETIT LEROY A & SANDRA K TAX MAP# 71-A-128B

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MEREDITH GREGORY ALLEN II & NOELLA TAX MAP# 71-A-128C

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LOHR JOHN W & SANDRA TAX MAP# 71-A-65

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MORRIS DAVID G SR & PENNY S TAX MAP# 71-A-66

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HILLIARD LARRY D & HELEN M TAX MAP# 71-A-67

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HILLIARD LARRY D & HELEN M TAX MAP# 71-A-68

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POND AVE

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EXISTING HOUSE #314

AutoCAD SHX Text NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TIE INTO THE EXISTING HOUSE SEWER LINE.

AutoCAD SHX Text FORCE MAIN PRESSURE TESTING: SEE SHEET T101 - FREDERICK COUNTY WATER AND SEWER STANDARDS AND SPECIFICATIONS.

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PROPOSED LAUNCH PIT

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PROPOSED RECEIVING PIT

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PROPOSED LAUNCH PIT

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PROPOSED RECEIVING PIT

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PROPOSED LAUNCH PIT, TYP.

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PROPOSED RECEIVING PIT, TYP.

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PROPOSED RECEIVING PIT, TYP.

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PROPOSED LAUNCH PIT, TYP.

AutoCAD SHX Text EXISTING SANITARY MANHOLE TOP: 1065.4' INV IN: 1059.5' INV IN: 1061.3' INV OUT: 1059.2'

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PROPOSED SEWER MAIN TIE IN INV IN: 1059.4'

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EXISTING SANITARY MANHOLE

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TIE IN PROPOSED FORCE MAIN TO EX. MANHOLE

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PROPOSED SEWER FORCE MAIN

AutoCAD SHX Text RECEIVING AND LAUNCH PITS ARE SUGGESTED LOCATIONS. CONTRACTOR MAY OPT FOR OTHER LOCATIONS.

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PROPOSED FLUSHING ASSEMBLY (SEE U201)

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PROPOSED 1.25" SANITARY FORCE MAIN

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PROPOSED 1.25" TO 2" PIPE TRANSITION

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PROPOSED 89' OF 1.25" SDR 21 SANITARY FORCE MAIN

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PROPOSED CLEANOUT

AutoCAD SHX Text PROPOSED 10' OF 4" SDR 21 PIPE @ 2% SLOPE. CONNECT PROPOSED 2" FORCE MAIN TO 4" PIPE.

AutoCAD SHX Text LAST 10' SHALL BE 4" SDR21 PIPE @ 2% SLOPE. TIE PROPOSED 2" FORCE MAIN INTO END OF 4" PIPE

NOTE: AREAS USING PIPE BORE TO USE HDPE DR 11 PIPE 200 PSI RATED.

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Scale: Not to Scale

SEWER MAIN MANHOLE CONNECTION

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AutoCAD SHX Text P:\2026\10630 - Stanley VDH SWAP\8. DESIGN\4. DWG\SEPTIC - POND AVE\COMPOSITE\10630-C200

AutoCAD SHX Text Gary L. Shirley Lic. No. 026069

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AutoCAD SHX Text U201

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POND AVE SANITARY IMPROVEMENTS

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SEWER DETAILS

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TOWN OF STANLEY

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STANLEY, VA

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1ST SUBMITTAL

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PUBLISH DATE: 8/25/2026

AutoCAD SHX Text 07/01/26

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RACEY PROJECT NUMBER: 10630

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PROPERTY LINE

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PRIVATE PROPERTY

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FINISH SURFACE

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PROPOSED 2" SDR 21 FORCE MAIN

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EXISTING MANHOLE

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EXISTING 8" SEWER MAIN

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8"PIPE IN

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OUT

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IN

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PROPOSED 2" TO 4" CONNECTION

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LAST 10' PRIOR TO MANHOLE CONNECTION TO BE 4" SDR 21 PIPE (MIN. 2% SLOPE)

MIN. 3' COVER

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AutoCAD SHX Text P:\2026\10630 - Stanley VDH SWAP\8. DESIGN\4. DWG\SEPTIC - POND AVE\COMPOSITE\10630-MOT

AutoCAD SHX Text Gary L. Shirley Lic. No. 026069

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MOT 1

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POND AVE SANITARY IMPROVEMENTS

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MOT PLAN

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TOWN OF STANLEY

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STANLEY, VA

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1ST SUBMITTAL

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PUBLISH DATE: 8/25/2026

AutoCAD SHX Text 07/01/26

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RACEY PROJECT NUMBER: 10630

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MOT LEGEND

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TYPE 2 CHANNELING DEVICE

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DIRECTION OF TRAVEL

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FLAGGER

AutoCAD SHX Text SEQUENCE OF CONSTRUCTION 1. SET UP SIGNAGE FOR TRAFFIC CONTROL USING TTC-23-2. SET UP SIGNAGE FOR TRAFFIC CONTROL USING TTC-23-2. 2. SET UP TYPE 2 CHANNELING DEVICES UNDER FLAGGING OPERATION. SET UP TYPE 2 CHANNELING DEVICES UNDER FLAGGING OPERATION. 3. INSTALL 2" FORCE MAIN FROM 314 POND AVE TO EXISTING SANITARY MANHOLE IN INSTALL 2" FORCE MAIN FROM 314 POND AVE TO EXISTING SANITARY MANHOLE IN FRONT OF HOUSE LOCATED AT 396 POND AVE. 4. END FLAGGING OPERATION AND REMOVE TYPE 2 BARRICADES.END FLAGGING OPERATION AND REMOVE TYPE 2 BARRICADES.

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ONE-LANE TRAFFIC

AutoCAD SHX Text PROPOSED 2" SEWER FORCE MAIN TO BE INSTALLED ALONG SHOULDER OF POND AVE BY BORING AND OPEN CUT METHODS

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EXISTING HOUSE (314 POND AVE)

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TIE INTO EXISTING MANHOLE

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POND AVE

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SHADE TREE LANE

AutoCAD SHX Text NOTE: THERE ARE 4 TOTAL RESIDENCES ON SHADE TREE LANE. FLAGGERS ON POND AVE SHALL BE RESPONSIBLE FOR CONTROLLING TRAFFIC COMING IN AND OUT OF SHADE TREE LANE AND PRIVATE DRIVEWAYS WITHIN THE CONSTRUCTION SITE.

EXISTING PRIVATE DRIVEWAY, TYP.

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AutoCAD SHX Text No.

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AutoCAD SHX Text Submittal / Revision

AutoCAD SHX Text P:\2026\10630 - Stanley VDH SWAP\8. DESIGN\4. DWG\SEPTIC - POND AVE\COMPOSITE\10630-C500

AutoCAD SHX Text Gary L. Shirley Lic. No. 026069

AutoCAD SHX Text

AutoCAD SHX Text U500

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POND AVE SANITARY IMPROVEMENTS

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MOT DETAILS

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TOWN OF STANLEY

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STANLEY, VA

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1ST SUBMITTAL

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PUBLISH DATE: 8/25/2026

AutoCAD SHX Text 07/01/26

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RACEY PROJECT NUMBER: 10630

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BEDDING

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EXCAVATED SOIL

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FLOW

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PILE EXCAVATED SOIL UPLAND FROM THE EXCAVATED TRENCH

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TRENCH EXCAVATION

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