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HomeMy WebLinkAbout11-19 Site Plan© RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E CO V E R S H E E T C-000 FINAL SITE PLAN COFFEESHOP WITH DRIVE-THRU - RUTHERFORD CROSSING STONEWALL MAGISTERIAL DISTRICT TAX PARCEL 43-A-100J SOUTHERN CORNER OF US-11 AND MARKET STREET INTERSECTION WINCHESTER, FREDERICK COUNTY, VA 10/23/2019 OWNER / APPLICANT / ENGINEER OF RECORD PROJECT DESCRIPTION NARRATIVE VICINITY MAP SCALE: 1" = 2000'SHEET INDEX LEGEND 1. RECORDED OWNER:RUTHERFORD FARM, LLC C/O NV RETAIL 8230 LEESBURG PIKE, SUITE 620 VIENNA, VA 22182 703-448-4311 2. APPLICANT:INSITE DEVELOPMENT SERVICES, LLC. 1400 SIXTEENTH STREET, SUITE 300 OAK BROOK, ILLINOIS 60523 630-617-9100 3. PLAN PREPARER: KIMLEY-HORN AND ASSOCIATES, INC. 11400 COMMERCE PARK DRIVE, SUITE 400 RESTON, VA 20191 703-674-1300 CONTACT: CHRIS HOWELL, P.E. MINOR CONTOUR MAJOR CONTOUR FACE OF CURB GAS LINE TELEPHONE LINE SANITARY SEWER EXISTING CONDITIONS PROPOSED CONDITIONS WATER LINE ELECTRIC LINE THE PROPOSED PROJECT IS FOR A ±2,300 SF COFFEESHOP, WHICH IS PART OF A ±6,615 SF MULTI-TENANT BUILDING, WITH 900 SF OUTDOOR SEATING AREA. THE SITE IS CURRENTLY VACANT AND IS ZONED B-2, GENERAL BUSINESS DISTRICT, PER THE FREDERICK COUNTY, VA ZONING MAP. THE PROPOSED IMPROVEMENTS WILL CONSIST OF PAVING, UTILITIES, AND LANDSCAPING. NO VARIANCES OR EXCEPTIONS TO THE ZONING, DEVELOPMENT CODE, OR CURRENT PROFFERS ARE ANTICIPATED. PLEASE REFERENCE THE RECENTLY APPROVED PLANS FOR THE SITE, APPROVED RUTHERFORD CROSSING SITE PLAN (#55-07 AND ORIGINAL SITE PLAN #13-07), APPROVED MASTER SITE PLAN (#14-06), AND REZONING (#17-06) FOR FULL PROFFERS. UTILITY CONTACTS 1. SANITARY SEWER/FREDERICK WATER WATER:P.O. BOX 1877 WINCHESTER, VA 22604 540-868-1061 2. POWER:RAPPAHANNOCK ELECTRIC COOPERATIVE 137 KELLEY COURT FRONT ROYAL, VA 22630 540-622-5124 3. TELEPHONE:VERIZON 404 HILLSDALE LANE WINCHESTER, VA 22602 540-665-3156 4. GAS:WASHINGTON GAS P.O. BOX 2400 WINCHESTER, VA 22604 540-869-1111 RESPONSIBLE LAND DISTURBER CERTIFICATE RLD #: _______________________________________ NAME: _______________________________________ TELEPHONE NUMBER: _________________________ NORTH APPROVAL BLOCK LAND DEVELOPMENT ___________________________________ ZONING ADMINISTRATOR ___________________ DATE APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE SITE APPLICATION NUMBER SP # 11-19 S SITE PLAN STATISTICS TAX MAP NUMBER:43-A-100J PARCEL:LOT 100J OF RUTHERFORD CROSSING NEAREST INTERSECTION:MARKET ST / ROUTE 11 ZONING:B-2 (GENERAL BUSINESS DISTRICT) MAGISTERIAL DISTRICT:STONEWALL EXISTING USE:VACANT / UNDEVELOPED PROPOSED USE OF STRUCTURES:RESTAURANT WITH DRIVE-THRU PARCEL AREA (IN ACRES):1.12 ACRES LAND DISTURBANCE (IN ACRES):0.40 ACRES SITE/LEASE AREA (IN ACRES):1.12 ACRES GROSS FLOOR AREA:±6,615 SF NET FLOOR AREA:±3,150 SF FLOOR AREA RATIO (F.A.R.):0.135 ALLOWED F.A.R.:1.0 FRONT SETBACK REQUIRED, PROVIDED:50', 83' SIDE SETBACK REQUIRED, PROVIDED:0', 56' CORNER SETBACK REQUIRED, PROVIDED:35', 69' REAR SETBACK REQUIRED, PROVIDED:0', 47' MAXIMUM BUILDING HEIGHT PROVIDED:±23' MAXIMUM BUILDING HEIGHT:35' PARKING REQUIRED:1.0 SPACES/100 SF OF SEATING AREA = 25 1.4 SPACES/100 SF OF SEATING AREA = 23 TOTAL = 48 SPACES PARKING PROVIDED:50 SPACES (2 ADA) INTERIOR LANDSCAPING REQUIRED:5% OF PARKING AREA = 34,849 SF*.05 = 1,742 SF INTERIOR LANDSCAPING PROVIDED:1,971 SF MINIMUM LANDSCAPING REQUIRED:15% (48,852 SF * 0.15 = 7,328 SF) MINIMUM LANDSCAPING PROVIDED:24.0% (48,852 SF * 0.24 = 11,747 SF) WETLANDS ON SITE (Y/N):NO WETLANDS PERMITS REQUIRED (Y/N), PERMIT #:NO RPA ON SITE (Y/N):NO KNOWN HISTORIC BUILDINGS OR FEATURES (Y/N):NO KNOWN PLACES OF BURIAL (Y/N):NO METHOD FOR SOLID WASTE STORAGE:DUMPSTER METHOD OF SOLID WASTE COLLECTION:TRASH TRUCK BUILDING CODE USE GROUP/TYPE OF CONSTRUCTION:USE: A2 ASSEMBLY, TYPE V-B Sheet Number Sheet Title C-000 COVER SHEET C-001 ALTA SURVEY - 1 OF 3 C-002 ALTA SURVEY - 2 OF 3 C-003 ALTA SURVEY - 3 OF 3 C-003 PROFFERS C-004 GENERAL NOTES & DETAILS C-100 EXISTING CONDITIONS & DEMOLITION PLAN C-150 EROSION & SEDIMENT CONTROL PLAN C-151 EROSION & SEDIMENT CONTROL NOTES & DETAILS 1 C-152 EROSION & SEDIMENT CONTROL NOTES & DETAILS 2 C-200 SITE PLAN C-250 SITE PLAN DETAILS 1 C-300 GRADING PLAN C-350 ADEQUATE OUTFALL ANALYSIS C-400 UTILITY PLAN C-450 UTILITY DETAILS C-500 PHOTOMETRIC PLAN L-100 LANDSCAPE PLAN L-150 LANDSCAPE DETAILS & NOTES L-151 IRRIGATION PERFORMANCE SPECIFICATION CONTRACTOR TO CONFIRM WHETHER EXISTING SEWER PIPE IS CLAY OR PVC. 868-1061 © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E PR O F F E R S C-003 © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E GE N E R A L N O T E S & DE T A I L S C-004 GENERAL CONSTRUCTION NOTES 1. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION "ROAD AND BRIDGE SPECIFICATIONS" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER DELETERIOUS MATERIAL. 3. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE COMMENCING ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. AN APPROXIMATE LIST OF THE UTILITY COMPANIES WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. 6. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, GEOTECHNICAL REPORT AND SPECIAL CONDITIONS AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. 7. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 8. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF VIRGINIA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS-BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS-BUILT DATA SHALL BE COLLECTED BY A STATE OF VIRGINIA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 11. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 12. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. PAVING, GRADING AND DRAINAGE NOTES 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN JURISDICTION'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR VDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL UNPAVED AREAS IN EXISTING RIGHTS-OF-WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 3. TRAFFIC CONTROL ON ALL VDOT, LOCAL AND COUNTY RIGHTS-OF-WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED AND WATERED UNTIL ESTABLISHED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 6. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 7. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 8. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. 9. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 13. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 14. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. 15. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS OF THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY. 16. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 17. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE ENVIRONMENTAL RESOURCE PERMIT COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY WATER MANAGEMENT DISTRICT REPRESENTATIVES. 18. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 19. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. EROSION CONTROL NOTES 1. THE STORM WATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THIS EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF VIRGINIA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERIC PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED AND WATERED UNTIL ESTABLISHED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE REQUIREMENTS. 15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN ANY DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 18. ON-SITE & OFF SITE (IF APPLICABLE) SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERIC PERMIT REQUIREMENTS. 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 20. DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. 21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACK FILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 22. SITE PREPARATION SHOULD BE IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION. DEMOLITION NOTES 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. 3. THE CONTRACTOR SHALL REFER TO THE DEMOLITION PLAN AND TREE INVENTORY PLAN FOR DEMOLITION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY DEMOLITION. 4. CONTRACTOR SHALL ADJUST GRADE OF ANY EXISTING UTILITIES TO REMAIN. MAINTENANCE ALL MEASURES STATED ON THE EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO THE STANDARD SPECIFICATIONS. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES AND THOSE IN ANY SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM ANY SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CUBIC YARDS / ACRE. 7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. RECORD DRAWINGS 1. CONTRACTOR SHALL PROVIDE TO THE ENGINEER AND OWNER A MINIMUM OF 2 HARD COPIES OF A PAVING, GRADING AND DRAINAGE RECORD DRAWING AND A SEPARATE UTILITY RECORD DRAWING, AS WELL AS BOTH IN AUTOCAD 2007 OR LATER, BOTH PREPARED BY A VIRGINIA REGISTERED SURVEYOR. THE RECORD DRAWINGS SHALL VERIFY ALL DESIGN INFORMATION INCLUDED ON THE DESIGN PLANS OF THE SAME NAME IN ACCORDANCE WITH AGENCY REQUIREMENTS. TYPICAL ENGINEER OBSERVATIONS CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS IN ADVANCE OF THE FOLLOWING ACTIVITIES: - PRE-CONSTRUCTION MEETING - SUBGRADE PREPARATION - BASE INSTALLATION - ASPHALT INSTALLATION - UNDERGROUND PIPING AND UTILTIES INSTALLATION - INSTALLATION OF STRUCTURES, DDCV, HYDRANTS, METERS, ETC. - SIDEWALK INSTALLATION - CONNECTIONS TO WATER AND SEWER MAINS - TESTS OF UTILITIES 3RD PARTY TEST REPORTS REQUIRED TEST REPORTS REQUIRED FOR CLOSE OUT INCLUDE, BUT ARE NOT LIMITED TO: - DENSITY TEST REPORTS - DRAINAGE PIPE BACKFILL INSTALLATION CERTIFICATIONS - ANY OTHER TESTING REQUIRED BY THE AGENCY WATER AND SEWER NOTES 1. THE CONTRACTOR SHALL CONSTRUCT GRAVITY SEWER LATERALS, MANHOLES GRAVITY SEWER LINES AND DOMESTIC WATER AND FIRE PROTECTION SYSTEM AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL FURNISH ALL NECESSARY MATERIALS, EQUIPMENT, MACHINERY, TOOLS, MEANS OF TRANSPORTATION AND LABOR NECESSARY TO COMPLETE THE WORK IN FULL AND COMPLETE IN ACCORDANCE WITH THE SHOWN, DESCRIBED AND REASONABLY INTENDED REQUIREMENTS OF THE CONTRACT DOCUMENTS AND JURISDICTIONAL AGENCY REQUIREMENTS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 2. ALL EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR UTILITY LOCATION AND COORDINATION IN ACCORDANCE WITH THE NOTES CONTAINED IN THE GENERAL CONSTRUCTION SECTION OF THIS SHEET. 3. THE CONTRACTOR SHALL RESTORE ALL DISTRIBUTED VEGETATION IN KIND, UNLESS SHOWN OTHERWISE. 4. DEFLECTION OF PIPE JOINTS AND CURVATURE OF PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. SECURELY CLOSE ALL OPEN ENDS OF PIPE AND FITTINGS WITH A WATERTIGHT PLUG WHEN WORK IS NOT IN PROGRESS. THE INTERIOR OF ALL PIPES SHALL BE CLEAN AND JOINT SURFACES WIPED CLEAN AND DRY AFTER THE PIPE HAS BEEN LOWERED INTO THE TRENCH. VALVES SHALL BE PLUMB AND LOCATED ACCORDING TO THE PLANS. 5. ALL PHASES OF INSTALLATION, INCLUDING UNLOADING, TRENCHING, LAYING AND BACK FILLINGS, SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER. ALL PIPE AND FITTINGS SHALL BE CAREFULLY STORED FOLLOWING MANUFACTURER'S RECOMMENDATIONS. CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE COATING OR LINING IN ANY D.I. PIPE FITTINGS. ANY PIPE OR FITTING WHICH IS DAMAGED OR WHICH HAS FLAWS OR IMPERFECTIONS WHICH, IN THE OPINION OF THE ENGINEER OR OWNER, RENDERS IT UNFIT FOR USE, SHALL NOT BE USED. ANY PIPE NOT SATISFACTORY FOR USE SHALL BE CLEARLY MARKED AND IMMEDIATELY REMOVED FOR THE JOB SITE, AND SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 6. WATER FOR FIRE FIGHTING SHALL BE AVAILABLE FOR USE PRIOR TO COMBUSTIBLES BEING BROUGHT ON SITE. 7. ALL UTILITY AND STORM DRAIN TRENCHES LOCATED UNDER AREAS TO RECEIVE PAVING SHALL BE COMPLETELY BACK FILLED IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL AGENCY'S SPECIFICATIONS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 8. UNDERGROUND LINES SHALL BE SURVEYED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR PRIOR TO BACK FILLING. 9. CONTRACTOR SHALL PERFORM, AT HIS OWN EXPENSE, ANY AND ALL TESTS REQUIRED BY THE SPECIFICATIONS AND/OR ANY AGENCY HAVING JURISDICTION. THESE TESTS MAY INCLUDE, BUT MAY NOT BE LIMITED TO, INFILTRATION AND EXFILTRATION, TELEVISION INSPECTION AND A MANDREL TEST ON GRAVITY SEWER. A COPY OF THE TEST RESULTS SHALL BE PROVIDED TO THE UTILITY PROVIDER, OWNER AND JURISDICTIONAL AGENCY AS REQUIRED. ADA ROUTE NOTES 1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF PUBLICATION 408, SECTIONS 350, 409, 630, 676, 694, AND 695. 2. PROVIDE EXPANSION JOINT MATERIAL 12" THICK WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT, SIDEWALK, OR STRUCTURE WITH THE TOP OF JOINT FILLER FLUSH WITH ADJACENT CONCRETE SURFACE. 3. CONSTRUCT CURB RAMPS WITH A MINIMUM 4'-0" X 4'-0" CLEAR SPACE BEYOND THE CURB FACE, WITHIN THE WIDTH OF THE CROSSWALK AND WHOLLY OUTSIDE THE PARALLEL VEHICLE TRAVEL LANE. SEE SHEET 7 FOR CROSSWALK DETAILS. 4. SEAL JOINTS WITH AN APPROVED SEALING MATERIAL. 5. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE THE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING SIDE FLARES. 6. MODIFY CONSTRUCTION DETAILS TO ADAPT DIMENSIONS TO EXISTING CURB HEIGHTS WHERE THE CURB IS LESS THAN THE STANDARD 8" HEIGHT. 7. CURB RAMP AND SIDE FLARE LENGTHS ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK SLOPE. 8. TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF CURB, RAMP LENGTH NOT TO EXCEED 15'-0". ADJUST RAMP SLOPE AS NEEDED TO PROVIDE ACCESS TO THE MAXIMUM EXTENT FEASIBLE. 9. NON-WALK AREA IS AN OBSTRUCTED OR GRASS/NON-PAVED AREA ADJACENT TO THE PEDESTRIAN ACCESS ROUTE THAT IS NOT USED BY THE PEDESTRIAN FOR ACCESS. 10. THE DETAILS DEPICT PEDESTRIAN PUSHBUTTON POLES TO ILLUSTRATE THE RECOMMENDED PLACEMENT OF PEDESTRIAN PUSHBUTTONS. FOR ALTERATION PROJECTS, PROVIDE ACCESS TO EXISTING PEDESTRIAN PUSHBUTTONS TO THE MAXIMUM EXTENT FEASIBLE. INSTALL PEDESTRIAN PUSHBUTTON STUB POLES, WHERE APPLICABLE, SO AS NOT TO CREATE PEDESTRIAN OBSTRUCTIONS. 11. SEE TC-8803 FOR ADDITIONAL PEDESTRIAN PUSHBUTTON DETAILS NOT SHOWN. 12. ALIGN DETECTABLE WARNING SURFACE TRUNCATED DOMES ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF THE RAMP AND PERPENDICULAR TO CURB. SEE SHEET 9 FOR INSTALLATION ALONG CURVED SURFACES. 13. PROVIDE DETECTABLE WARNING SURFACES (DWS) 24" MINIMUM (IN THE DIRECTION OF PEDESTRIAN TRAVEL) ACROSS FULL WIDTH OF RAMP AT THE GRADE BREAK NEAR STREET EDGE. PROVIDE DWS THAT CONTRAST VISUALLY WITH ADJACENT WALKWAY SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT FOR THE FULL WIDTH OF RAMP. 14. FOR NEW CONSTRUCTION, DO NOT EXCEED 2.00% CROSS SLOPE ON THE CURB RAMP OR PEDESTRIAN ACCESS ROUTE. 15. FOR NEW CONSTRUCTION AND ALTERATIONS, CONSTRUCT CURB RAMP AND FLARE SLOPES WITH THE FLATTEST SLOPE POSSIBLE. THE SLOPES INDICATED IN THE DETAILS SHOW THE MAX SLOPE ALLOWABLE. SLOPES THAT EXCEED THOSE INDICATED IN THE DETAILS, OR CONTRACT DOCUMENTS AS APPLICABLE, WILL NOT BE ACCEPTED AND WILL BE RECONSTRUCTED. 16. CONSTRUCT SIDEWALKS AT A LONGITUDINAL SLOPE NOT TO EXCEED 5.00% FOR ROADWAY PROFILE SLOPES THAT EXCEED THOSE INDICATED IN THE DETAILS, OR CONTRACT DOCUMENTS AS APPLICABLE, WILL NOT BE ACCEPTED AND WILL BE RECONSTRUCTED. 17. THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING ROAD SURFACE IS NOT TO EXCEED AN ALGEBRAIC DIFFERENCE OF 13.33%. THE COUNTER SLOPE OF THE GUTTER OR ROAD AT THE FOOT OF A CURB RAMP, TURNING SPACE, OR BLENDED TRANSITION IS NOT TO EXCEED 5.00% SEE SHEET 8 FOR DETAILS. 18. THE CONSTRUCTION STANDARDS DEPICTED ARE MOST APPROPRIATE FOR NEW CONSTRUCTION. ALL CONSTRUCTION MUST MEET THE STANDARDS CONTAINED HEREIN UNLESS OTHERWISE NOTED OR DIRECTED. 19. ALL SLOPES ARE MEASURED WITH RESPECT TO A LEVEL PLANE. THEREFORE, THE LENGTH OF RAMP IS NOT SOLELY DEPENDANT ON THE HEIGHT OF CURB. (FOR EXAMPLE, A 6" CURB DOES NOT NECESSARILY MEAN A RAMP LENGTH OF 6'-0" FOR A 12:1 SLOPE.) 20. SIDEWALK WIDTH MAY BE REDUCED TO 4'-0", WHEN PASSING AREAS 5"-0 X 5'-0" ARE PROVIDED EVERY 200'. 21. THE TRAVEL LAND IS DE3FINED BY THE OUTSIDE EDGE OF THE WHITE PAVEMENT MARKING LINE. IF A WHITE PAVEMENT MARKING LINE DOES NOT EXIST, THE TRAVEL LANE IS DEFINED BY THE CONTRACT DOCUMENTS. 22. CONSTRUCT DEPRESSED CURB FOR CURB RAMPS FLUSH TO ADJACENT ROADWAY. GRADE EDGE OF ROAD ELEVATIONS AT THE FLOW LINE TO ENSURE POSITIVE DRAINAGE AND PREVENT PONDING. FOR LEVEL TURNING SPACES BEHIND DEPRESSED CURB, ADJUST SLOPES TO PROVIDE POSITIVE DRAINAGE. AT THE JOINT BETWEEN DEPRESSED CURB AND ROADWAYS, REMOVE EXCESS JOINT SEALER AND COVER THE SEALED AREA WITH A LIGHT APPLICATION OF DRY SAND. 23. CHEEK WALLS ARE PERMITTED WHEN ADJACENT TO NON-WALK AREAS OR ELEVATION DIFFERENCES CANNOT BE ACCOMMODATED BY FLARES OR GRADING. GRADE GRASS AREAS OR OTHER NON-WALK AREAS AT 3:1 OR FLATTER. DO NOT INSTALL CHEEK WALKS THAT INTERSECT THE PEDESTRIAN PATH. 24. CONSTRUCT TOP OF PLAIN CEMENT CONCRETE DEPRESSED CURB TO BE FLUSH WITH ADJACENT SURFACES (RAMPS SIDEWALKS, FLARES). 25. FOR CURB RAMPS THAT LEAD TO A SINGLE CROSSWALK, THE RAMP (EXCLUDING FLARES) TO BE FULLY INSIDE OF MARKED CROSSWALK LINES. SEE SHEET 7 FOR DETAILS. 26. A 4'-0" MAXIMUM DIGITAL DISPLAY LEVEL WILL BE USED TO VERIFY THE SLOPES OF CURB RAMPS AND SIDEWALKS. 27. INSTALL DUMMY JOINTS WHERE RAMPS, TURNING SPACES, FLARES, AND SIDEWALKS ABUT. 28. CONSTRUCT DEPRESSED CURB SLOPE TO MATCH ROADWAY PROFILE AND HAVE A FLUSH CONNECTION. TRANSITION ON CURB RAMP CROSS SLOPE TO MATCH ROADWAY PROFILE AS GRADUALLY AS POSSIBLE. DO NOT EXCEED 3.00% PER 1'-0" CROSS SLOPE RATE OF CHANGE WHEN TRANSITIONING TO ROADWAY PROFILE. 29. DO NOT SCORE OR MAKE GROOVES ON SLOPED SURFACES. LINES SHOWN ON DETAILS ARE FOR ILLUSTRATION ONLY. SEE NOTE 5. 60' ELECTRIC EASEMENT LOT 5-B SCHULZ CROSSING LLC 113 MARKET ST WINCHESTER, VA 22603-4750 APN:43-A-100I LOT 5-A JCR RUTHERFORD CROSSING INVESTORS LLC 151 MARKET ST WINCHESTER, VA 22603-4750 APN:43-A-100D PARCEL 1 LOT 5-C PER INSTRUMENT NUMBER 080005730 48851.88 SQ. FEET 1.121 ACRES APN:43-A-100J N 61°24'21" E 190.91' N 2 8 ° 3 5 ' 3 9 " W 1 4 6 . 0 2 ' S 61°24'21" E 20.07' N 2 8 ° 3 5 ' 3 9 " W 5 0 . 0 0 ' S 61°24'21" W 174.14' S 12 ° 4 8 ' 3 9 " W 75.0 1 ' S 3 5 ° 4 7 ' 0 3 " W 1 5 0 . 5 5 ' C 2 C 1 N 75°03' 5 6 " E 35.01' L 1 EXISTING CURB TO REMAIN EXISTING CURB TO BE REMOVED EXISTING LIGHT POLE TO REMAIN EXISTING WATER STUB TO BE REMOVED EXISTING VALVE TO BE REMOVED EXISTING GAS STUB TO REMAIN EXISTING SANITARY LINE TO REMAIN EXISTING 30" STORM LINE TO REMAIN EXISTING STORM MANHOLE TO REMAIN EXISTING INLET TO REMAIN EXISTING INLET TO REMAIN EXISTING CURB TO REMAIN EXISTING ARROWS TO REMAIN EXISTING ARROWS TO REMAIN EXISTING LIGHT POLE TO REMAIN EXISTING ARROWS TO REMAIN EXISTING STRIPING TO REMAIN EXISTING ARROWS TO REMAIN EXISTING STRIPING REMAIN (TYP) EXISTING ARROWS TO REMAIN EXISTING CURB TO BE REMOVED EXISTING CURB TO BE REMOVED EXISTING CURB TO REMAIN EXISTING CURB TO REMAIN CONTRACTOR TO SAWCUT 1 FOOT INSIDE THE LIMITS OF DISTURBANCE CONTRACTOR TO SAWCUT 1 FOOT INSIDE THE LIMITS OF DISTURBANCE EXISTING FOUR 4" PVC PIPES. PRIOR TO CONSTRUCTION, CONTRACTOR TO DETERMINE WHAT UTILITY THEY SERVE. EXISTING TWO 4" PVC PIPES. PRIOR TO CONSTRUCTION, CONTRACTOR TO DETERMINE WHAT UTILITY THEY SERVE. EXISTING CURB TO BE REMOVED FOR FLUME CURB TO BE REPLACED IF DAMAGED DURING DUMPSTER ENCLOSURE CONSTRUCTION EXISTING TREE TO BE REMOVED EXISTING TREE TO BE REMOVED PORTION OF EXISTING WATERLINE EASEMENT TO BE VACATED. © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. CONTRACTOR IS TO RESTORE ALL OFF-SITE DISTURBED AREAS TO EXISTING CONDITIONS AFTER CONSTRUCTION. 3. LOCATIONS OF EXISTING UTILITIES ARE FOR REFERENCE ONLY. CONTRACTOR IS TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH REPRESENTATIVE UTILITY COMPANIES AND FOR THE IMPLEMENTATION OF REQUIRED UTILITY-RELATED WORK. 5. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY HAZARDOUS MATERIALS DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL DOCUMENT THE SAME TO THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 6. DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO BE ABANDONED OR DEMOLISHED SHALL BE COMPLETED PRIOR TO OTHER SITE DEMOLITION IN FULL COMPLIANCE WITH APPLICABLE CODES, REGULATIONS, AND THE REQUIREMENTS OF THE UTILITY HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE UTILITY, PAYMENT OF ASSOCIATED FEES AND PROCUREMENT OF ALL NECESSARY PERMITS. 7. PRIOR TO REMOVAL OF MATERIALS OVER EXISTING UTILITY SYSTEMS, THE CONTRACTOR SHALL DOCUMENT EXISTING CONDITIONS AND, IF DIFFERENT FROM CONDITIONS AS REPRESENTED ON THE PLANS, NOTIFY THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTIONS AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 8. THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO EXISTING ON-SITE UTILITY DISTRIBUTION FACILITIES THAT ARE TO REMAIN. ACTIVE UTILITY DISTRIBUTION FACILITIES ENCOUNTERED DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 9. DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY SYSTEM STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DOCUMENT THE SAME AND FORWARD THE INFORMATION TO THE RESIDENT ENGINEER / OWNER'S REPRESENTATIVE, AND OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN. 9. ALL WORK IN THE RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY PERMIT FROM FREDERICK COUNTY. CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. ANY PAVEMENT REPLACEMENT WITHIN THE R.O.W. SHALL MATCH THE EXISTING PAVEMENT SECTION. 10. FOR ALL UTILITIES TO BE RELOCATED, THE SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER. 11. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE 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 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. DEMOLITION NOTES LIMITS OF DISTURBANCE LEGEND PROPERTY LINE EASEMENT TO REMAIN CURB AND GUTTER TO BE REMOVED STORM PIPE SANITARY SEWER STRUCTURE DRAINAGE STRUCTURES LIGHT POLE EX I S T I N G CO N D I T I O N S & DE M O L I T I O N P L A N C-100 TRANSFORMER GAS LINE WATER LINE SANITARY SEWER PIPE NO R T H CONTRACTOR TO MAINTAIN FULL ACCESS IN THIS AREA AT ALL TIMES VANVAN PROPOSED MULTI-TENANT BUILDING ±6,615 SF FFE = 697.75 TENANT 1 ±2,500 SF TENANT 2 ±4,028 SF UTILITY ±87 SF N 61°24'21" E 190.91' N 2 8 ° 3 5 ' 3 9 " W 1 4 6 . 0 2 ' S 61°24'21" E 20.07' N 2 8 ° 3 5 ' 3 9 " W 5 0 . 0 0 ' S 61°24'21" W 174.14' S 12 ° 4 8 ' 3 9 " W 75.0 1 ' S 3 5 ° 4 7 ' 0 3 " W 1 5 0 . 5 5 ' C 2 C 1 N 75°03' 5 6 " E 35.01' L 1 IP IP PS PS PS PS SW IP SAF SAF 697 © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R LEGEND PROPERTY LINE SW SWPPP INFORMATION SIGN CONSTRUCTION SAFETY FENCESAF IP INLET PROTECTION 1. INSTALL PERIMETER EROSION CONTROLS. 2. CLEAR AND GRUB SITE, INCLUDING DEMOLITION OF EXISTING PAVEMENT. 3. ROUGH GRADE SITE AND PREPARE BUILDING FOUNDATION. 4. INSTALL UNDERGROUND UTILITIES, DRAINAGE PIPES & STRUCTURES, AND INLETS. 5. ROUGH GRADE AND STABILIZE PARKING AREA SUBGRADE. 6. BEGIN VERTICAL BUILDING CONSTRUCTION. 7. PLACE STONE BASE COURSE IN PARKING LOT AND POUR CURB & GUTTER. 8. CONSTRUCT ASPHALT. 9. INSTALL LANDSCAPING. 10. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, ONCE SITE STABILIZES. SEQUENCE OF CONSTRUCTION EXISTING CONTOUR 1. 5B: CARBO SILT LOAM (2 TO 7 PERCENT SLOPES) 2. 6C: CARBO-OAKLET SILT LOAMS, VERY ROCKY (2 TO 15 PERCENT SLOPES) 3. 7C: CARBO-OAKLET-ROCK OUTCROP COMPLEX (2 TO 15 PERCENT SLOPES) ON-SITE SOILS PROPOSED LIMITS OF DISTURBANCE (TOTAL AREA: ± 0.40 ACRES) ER O S I O N & SE D I M E N T C O N T R O L PL A N C-150 PERMANENT STABILIZATION (TO MATCH LANDSCAPING PLAN)PS PROPOSED CONTOUR NO R T H © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R · · · · · · · · BMP MAINTENANCE EROSION NOTES ER O S I O N & S E D I M E N T CO N T R O L N O T E S & DE T A I L S 1 C-151 © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R 1 TEMPORARY AND PERMANENT SEEDING 3 SAFETY FENCE Scale: N.T.S. 2 GRAVEL CURB INLET SEDIMENT FILTER Scale: N.T.S. ER O S I O N & S E D I M E N T CO N T R O L N O T E S & DE T A I L S 2 C-152 VANVAN PROPOSED MULTI-TENANT BUILDING ±6,615 SF FFE = 697.75 TENANT 1 ±2,500 SF TENANT 2 ±4,028 SF UTILITY ±87 SF M A T C H L I N E S H E E T 2 M A T C H L I N E S H E E T 2 N 61°24'21" E 190.91' N 2 8 ° 3 5 ' 3 9 " W 1 4 6 . 0 2 ' S 61°24'21" E 20.07' N 2 8 ° 3 5 ' 3 9 " W 5 0 . 0 0 ' S 61°24'21" W 174.14' S 12 ° 4 8 ' 3 9 " W 75.0 1 ' S 3 5 ° 4 7 ' 0 3 " W 1 5 0 . 5 5 ' C 2 C 1 N 75°03' 5 6 " E 35.01' L 1 5 17 18 R3. 0 ' R3. 0 ' R5.0' R 1 0 . 0 ' R5.0' CONCRETE SIDEWALK INSTALL VDOT STD. CG-6 CURB (TYP.) ±450 SF OUTDOOR SEATING ±450 SF OUTDOOR SEATING PROPOSED FENCE 50' FRONT YARD BUILDING SETBACK 10' FRONT YARD PARKING SETBACK 3 5 ' C O R N E R S I D E Y A R D B U I L D I N G S E T B A C K 5' REAR YARD PARKING SETBACK13.5' x 25' DUMPSTER ENCLOSURE 5 ADA CURB RAMP WITH CG-12 TYPE B R 1 0 . 0 ' R3 0 . 0 ' 10 R1-1 STOP SIGN 12.0' 1 2 . 0 ' 25.0' 8 7 . 9 ' 84.2' ±37.5'±63.4' ± 6 4 . 7 ' 2 4 . 0 ' 10.0' 29.0' 5 . 5 ' 8.0'8.0' 1 2 . 0 ' 6.0' 5 . 9 ' 6 . 0 ' 7 . 0 ' 1 8 . 0 ' 8.0' R10 . 0 ' 2' CURB FLUME 4 5 . 6 ' WAYFINDING GRAPHIC ARROWS (TYP.) R25.0' BDGC F G E A PROPOSED LIGHT FIXTURE (TYP). REFERENCE SHEET C-500. 2 3 4 5 6 7 8 1 PROPOSED 4' CCROSSWALK PROPOSED 5' CCROSSWALK © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R SITE PLAN STATISTICS EXISTING USE:UNDEVELOPED LOT PROPOSED USE:RESTAURANT SITE AREA:±1.12 ACRES LIMITS OF DISTURBANCE:±0.40 ACRES BUILDING AREA:±6,615 SF IMPERVIOUS AREA:0.85 ACRES (76%) PERVIOUS AREA:0.27 ACRES (24%) INTERIOR LANDSCAPING AREA: 1,971 SF (5.66% OF 34,849 SF PARKING AREA) PARKING REQUIRED: FAST FOOD RESTAURANTS: 1.4 SPACES/100 SF SEATING FLOOR AREA 1.4 x (1,150 + 450)/100 = 23 SPACES RESTAURANTS: 1.0 SPACES/100 SF SEATING FLOOR AREA (2,000 + 450)/100 = 25 SPACES TOTAL REQUIRED: 48 SPACES PARKING PROVIDED: 50 SPACES (INCLUDING 2 ADA SPACES) LOADING SPACES REQUIRED: 1 LOADING SPACE FOR FIRST 10,000 SF OF FLOOR AREA PLUS 1 LOADING SPACE FOR EACH ADDITIONAL 30,000 SF = 1 LOADING SPACE LOADING SPACES PROVIDED: 1 ZONING:B-2 (GENERAL BUSINESS DISTRICT) BUILDING HEIGHT MAXIMUM: 35' BUILDING HEIGHT PROPOSED: 23' LIMITS OF DISTURBANCE (0.60 AC) #PROPOSED PARKING SPACES PROPOSED ADA PARKING SPACE SITE NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL MAINTAIN A CURRENT RELEASE OF THE STATE AND LOCAL LAND DEVELOPMENT STANDARDS MANUAL ON THE PROJECT SITE FOR REFERENCE DURING CONSTRUCTION OF THE PROJECT. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL CURB RADII GIVEN TO THE FACE OF CURB. ALL CURB RADII TO BE 3' UNLESS OTHERWISE NOTED. 3. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "VIRGINIA ONE CALL" @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 5. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE. 6. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER VDOT AND ADA STANDARDS AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED. 7. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL DEVICES SHOWN ON THE APPROVED PLANS FOR THE DURATION OF CONSTRUCTION OR UNTIL FINAL INSPECTION. 8. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF EXISTING STORMWATER STRUCTURES. CONTRACTOR SHALL NOTIFY ENGINEER IF EXISTING CONDITIONS DO NOT MATCH INFORMATION ON PLANS. 9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS. 10. ALL WORK IN THE RIGHT-OF-WAY REQUIRES A RIGHT-OF-WAY PERMIT FROM FREDERICK COUNTY. CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 12. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 13. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND. 14. NO MONUMENT SIGN IS PROPOSED FOR THIS FACILITY. 15. SIGNAGE, INCLUDING ANY BUILDING MOUNTED SIGNAGE, SHALL CONFORM TO THE FREDERICK COUNTY ZONING ORDINANCE §165-201.06. PREVIEW/MENU BOARD IS AT A SIZE CONSISTENT WITH FREDERICK COUNTY'S PREVIOUSLY APPROVED PLANS FOR COMPARABLE FAST-FOOD RESTAURANTS WITH DRIVE-THRU. 16. BUILDING-MOUNTED LIGHT FIXTURES (WALL PACKS AND SCONCES) TO MATCH ARCH PLANS. LEGEND PROPOSED VDOT STD. CG-6 CURB (CATCH) PAVEMENT LEGEND PROPOSED STANDARD DUTY ASPHALT (SEE SHEET C250 FOR PAVEMENT SECTIONS) PROPOSED STANDARD DUTY CONCRETE FOR SIDEWALKS PROPOSED HEAVY DUTY CONCRETE (SEE SHEET C250 FOR PAVEMENT SECTIONS) NOTE: BUILDING MOUNTED SIGNAGE MUST BE SUBMITTED FOR REVIEW WITH BUILDING PERMIT. PROPERTY LINE SI T E P L A N C-200 NO R T H SIGNAGE LEGEND DRIVE-THROUGH CLEARANCE BAR, HEIGHT = 8.5' PRE-MENU BOARD, FACE: 3' W x 4' H, MAX HEIGHT = 5.4' ORDER POINT CANOPY 5-PANEL MENU BOARD, FACE: 9' W x 4' H, MAX HEIGHT = 5.4' 'THANK YOU/ EXIT ONLY' SIGN, L: 1.25', W: 2', H: 3.8' STAR PATTERN GRAPHIC AT ODER POINT NON-ILLUMINATED BOLLARDS A B C D E F G PROPOSED HEAVY DUTY ASPHALT (SEE SHEET C250 FOR PAVEMENT SECTIONS) © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E 4 STANDARD DUTY ASPHALT Scale: N.T.S. 2 HEAVY DUTY CONCRETE Scale: N.T.S. 8 ACCESSIBLE PARKING SPACES Scale: N.T.S. 6 ACCESSIBLE PARKING SIGN Scale: N.T.S. 7 RESERVED PARKING SIGN Scale: N.T.S. 3 CONCRETE SIDEWALK Scale: N.T.S. STOP BAR 18" (24" @ ENTRANCES)TYP.4'-0"BACK OF CURB TRAFFIC PAINTWHITE REFLECTIVETWO COATS 1 STOP BAR DETAIL Scale: N.T.S. PENALTY $100 - $500 FINE TOW AWAY ZONE 12" WIDE WHITE 45° DIAGONAL STRIPING (CAN BE ON RIGHT OR LEFT OF PARKING SPACE) 4" WIDE PAINTED WHITE PARKING STRIPE, ENTIRE PARKING BAY, TYP. 8'-0" 2'- 0 " 1'- 0 " NOTES: 1.CONTRACTOR TO USE THERMOPLASTIC PAINT FOR ALL PARKING LINE MARKINGS AND SYMBOLS. 2.SEE GRADING PLAN FOR SPOT GRADES AT HANDICAP CURB CUT RAMPS AND PARKING SPACES. 3.STRIPING CAN BE LOCATED ON EITHER LEFT OR RIGHT SIDE OF STALL 4" WIDE WHITE STRIPE 3' - 0 " 6" 6" HANDICAP PARKING STALL EQ.EQ. 8'-0"8'-0" 18 ' - 0 " 4' x 4' BLUE SQUARE WITH WHITE HANDICAP SYMBOL, TYP. CENTERED IN STALL VAN SI T E P L A N D E T A I L S 1 C-250 5 HEAVY DUTY ASPHALT Scale: N.T.S. VANVAN BUILDING ±6,615 SF FFE = 697.75 697.30 TC/BC 697.34 TC/BC 697.27 697.22 697.39 697.40697.75 697.74 697.06 697.22697.12 697.17 697.37 0.08% 1. 3 9 % 0.39% 0. 9 1 % 5.28% 0.47% 0. 9 6 % 0.53% 1. 0 8 % 4.60% 697.68 TC 1. 2 1 % 697.69 TC 697.15 VANVAN PROPOSED MULTI-TENANT BUILDING ±6,615 SF FFE = 697.75 TENANT 1 ±2,500 SF TENANT 2 ±4,028 SF UTILITY ±87 SF 696.61 696.40 696.35 ME 695.91 697.31 BC 697.15 BC 696.90 697.75 B 697.75 B 697.75 B 696.50 B 697.18 BC 696.72 696.80 697.00 696.75 696.85 696.59 697.50 ME 696.18 ME 697.45 696.86 ME 696.86 ME 696.83 ME 696.69 LP 697.08 HP 696.25 697.75 B 697.67 696.45 697.15 HP 697.03 BC 697.22 BC 697.53 ME 697.31 ME 696.96 ME 695.64 ME 696.32 ME 696.38 ME 696.39 LP 696.79 HP 696.63 ME 696.38 ME 696.11 ME 696.47 ME 696.86 697 6 9 6 697697.67 695.95 EXPOSE BUILDING FOUNDATION EXPOSE BUILDING FOUNDATION 697.50 B 697.20 B 697.20 TC 696.91 B 696.91 TC 696.64 B 696.62 TC 697.11 ME/TC 697.14 ME/TC 697.36 ME/TC 697.41 ME/TC 697.48 ME/TC 697.64 ME/TC 696.97 ME/TC 697.75 B 697.74 B 697.65 TC697.55 TC 697.37 BC 697.70 TC 697.22 BC 697.55 TC 697.65 TC TRANSITION 4" TO 6" CURB TRANSITION 4" TO 6" CURB 6" CURB 4" CURB 6" CURB 697.42 BC/HP 697.75 TC 697.68 TC 697.46 TC TRANSITION 4" TO 6" CURB TRANSITION 4" TO 6" CURB EXPOSE BUILDING FOUNDATION 696.73 ME 696.85 ME 697.24 ME 696.67 696.45 TC696.90 697.74 B 697.75 B 696.62 G 696.56 G 696.96 G 695.74695.75 G 697.32 G 697.02 G 696.78 G 696.39 G BURY EXTERIOR DUMPSTER WALL 6" © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R RIDGE LINE PROPOSED SPOT ELEVATION (FLOWLINE UNLESS OTHERWISE INDICATED) PROPOSED SLOPE GRADING NOTES 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT. VERTICAL DATUM NAVD 88. 4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 5. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 6. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL N.P.D.E.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS DISCRETION. 8. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 11. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 12. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 13. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 14. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 15. CONTRACTOR TO MATCH EXISTING GRADE AT PROJECT PROPERTY LINES AND LIMITS OF DISTURBANCE 16. CONTRACTOR TO DEFER TO VDOT STANDARDS FOR SUBSURFACE PREPARATION IN PUBLIC STREETS, MEDIAN OPENINGS, AND TURN LANES 17. NO GRADED SLOPE SHALL EXCEED 3H:1V. 18. ALL ORGANICS AND TOP SOIL SHALL BE REMOVED FROM THE ENTIRE FOOTPRINT. 19. ALONG ADA ROUTES, CROSS SLOPES TO BE A MAXIMUM OF 14" PER LF.13. 20. ALL SPOT ELEVATIONS ARE TO THE FLOWLINE UNLESS OTHERWISE SPECIFIED. 21. BACK OF CURB ELEVATIONS AT CURB LINE DICTATE A 6" GRADE CHANGE TO TOP OF PAVEMENT. LEGEND PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR GRADING KEYNOTE B BUILDING P PAVEMENT EX EXISTING HP HIGH POINT LP LOW POINT ME MATCH EXISTING SW SIDEWALK G GUTTER BC BOTTOM OF CURB TC TOP OF CURB RIM RIM ELEVATION PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED STORM MANHOLE PROPOSED STORM GR A D I N G P L A N C-300 ADA GRADING DETAIL SCALE: 1" = 10' NO R T H 69 7 697 697 698 699 700 698 69 9 69 7 696 69 6 695 69 7 69 8 69 9 7 0 0 7 0 1 70 0 699 6 9 7 6 9 8 701 697 69 8 6 9 9 697 69 8 696 697 698 699 700 701 70 2 70 1 69 7 697 EXISTING STORM CURB INLET EXISTING STORM CURB INLET DA 48 0.61 AC Cw = 0.82 DA 51 0.56 AC Cw = 0.78 DA 52 0.17 AC Cw = 0.68 DA 54 0.90 AC Cw = 0.85 DA 52A 0.11 AC Cw = 0.90 69 7 697 697 698 699 700 698 69 9 69 7 696 69 6 695 69 7 69 8 69 9 7 0 0 7 0 1 70 0 699 6 9 7 6 9 8 701 697 69 8 6 9 9 697 69 8 696 697 698 699 700 701 70 2 70 1 69 7 697 EXISTING STORM CURB INLET EXISTING STORM CURB INLET P 48 0.61 AC Cw = 0.86 P 51 0.56 AC Cw = 0.78 P 52 0.17 AC Cw = 0.63 P 54 0.90 AC Cw = 0.82 P 52A 0.11 AC Cw = 0.90 © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R 0 GRAPHIC SCALE IN FEET 3015 30 60 AD E Q U A T E O U T F A L L AN A L Y S I S C-350 NO R T H VANVAN PROPOSED MULTI-TENANT BUILDING ±6,615 SF FFE = 697.75 TENANT 1 ±2,500 SF TENANT 2 ±4,028 SF UTILITY ±87 SF S S TENANT TO UTILIZE INTERIOR GREASE TRAPS EXISTING LIGHT POLE CONNECT TO EXISTING GAS STUB EXISTING 30" RCP STORM LINE EXISTING INLET EXISTING INLET EXISTING TRANSFORMER EXISTING LIGHT POLE EXISTING LIGHT POLE EXISTING LIGHT POLE A-1 EX. STORM DRAIN MH RIM: 697.52' INV. IN: 691.55' INV. IN: 689.72' INV. OUT: 689.72 31 LF OF 8" HDPE @ 5.00% EXISTING 30" RCP STORM LINE 6" WATERLINE PER 10/11/2007 RUTHERFORD CROSSING PLANS A-2 STORM CLEAN OUT RIM: 697.66' INV. OUT: 693.10' 34" LINE HOSE BIB TO DUMPSTER ENCLOSURE CONTRACTOR TO EXTEND CONDUIT FOR ELECTRIC SERVICE TO THIS LOCATION. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONFIRM WHETHER EXISTING ELECTRIC STUB IS PRESENT. EXISTING 20' FIRELINE EASEMENT (INSTR # 080005730) EXISTING 20' SANITARY SEWER EASEMENT (INSTR # 080005730) APPROXIMATE LOCATION OF EXISTING 8" WATERLINE PER 10/11/2007 RUTHERFORD CROSSING PLANS APPROXIMATE LOCATION OF EXISTING 8" SEWER LINE PER 10/11/2007 RUTHERFORD CROSSING PLANS 6" GATE VALVE CUT AND CONNECT TO EXISTING WATERLINE WITH 6" MJ 45° BEND EXISTING FIRE HYDRANT CONTRACTOR SHALL TEST AND DISINFECT NEW AND EXISTING WATER MAIN UP TO PROPOSED 6" GATE VALVE INSTALL NEW 6" GATE VALVE ASSEMBLY AT TEE WITH CL52 MJ SOLID SLEEVE PROPOSED 20' FIRELINE EASEMENT B E A C D F CONTRACTOR TO EXTEND CONDUIT FOR TELECOMM SERVICE TO THIS LOCATION. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONFIRM WHETHER EXISTING TELECOMM STUB IS PRESENT. CONTRACTOR SHALL COORDINATE MENU BOARD INSTALLATION WITH FREDERICK WATER INSPECTOR. CONTRACTOR TO INSTALL MENU BOARD SUCH THAT FOUNDATION IS AT LEAST 7 FEET FROM WATERLINE AND EDGE OF BOARD IS AT LEAST 5 FEET FROM WATERLINE. 6" MJ 45° BEND REMOTE FDC 34" GATE VALVE UTILITY ±87 SF S S CONTRACTOR TO FIELD VERIFY EXISTING SEWER STUB LOCATION AND DEPTH. SEE NOTE 28. S-3 6" CONNECTION INV. OUT: 693.75' S-1 SEWER CLEAN OUT RIM: 696.50' INV. IN/OUT: 693.40 S-2 SEWER CLEAN OUT RIM: 697.68' INV. IN/OUT: 693.66' S-1D 4" CONNECTION INV. OUT: 694.00' S-1B 1,000 GAL GREASE TRAP RIM = 697.25' INV. IN = 693.80' INV. OUT: 693.64' 6" PVC @ 1.75% S-1A SEWER CLEAN OUT RIM: 696.37' INV. IN/OUT: 693.55 S-1C SEWER CLEAN OUT RIM: 697.61' INV. IN/OUT: 693.88 4" PVC @ 2.75% © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R UTILITY NOTES 1. EXISTING UNDERGROUND UTILITY INFORMATION PER SURVEY. 2. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES AND/OR CONFLICTS WITH EXISTING OR PROPOSED UTILITIES. 3. ALL UTILITY CONNECTIONS END AT 5' OUTSIDE THE BUILDING FOOTPRINT. REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR BUILDING LAYOUT AND INTERNAL UTILITY SERVICE. 4. CONTRACTOR SHALL COORDINATE ALL NEW AND RELOCATED UTILITY SERVICES WITH THE APPROPRIATE LOCAL UTILITY COMPANY. 5. ALL PIPE LENGTHS SPECIFIED IN THESE PLANS ARE THE HORIZONTAL DISTANCE AND ARE SHOWN FOR REFERENCE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL LENGTHS BASED ON PROPOSED PIPE SLOPE. 6. PIPE LENGTHS IN PLANS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED. 7. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 8. ALL PROPOSED SANITARY SEWER AND WATER PIPES TO BE PER FREDERICK WATER (FW) STANDARDS. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 48" COVER ON ALL WATERLINES. 11. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINES, (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE. MEETING REQUIREMENTS OF ANSIA21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50). 12. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED, AND APPROVED BEFORE BACKFILLING. 13. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 14. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES. 15. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE FREDERICK COUNTY SPECIFICATIONS WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 17. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 18. ALL CONSTRUCTION TO CONFORM TO APPLICABLE FREDERICK COUNTY WATER SYSTEM SPECIFICATIONS AND IN ACCORDANCE WITH FREDERICK COUNTY ORDINANCES. 19. THE CONTRACTOR SHALL VERIFY ALL WATERLINE SIZES PRIOR TO PURCHASE AND INSTALLATION. 20. COORDINATE WITH RAPPAHANNOCK ELECTRIC COOPERATIVE FOR PROPOSED ELECTRIC CONNECTION. 21. COORDINATE WITH WASHINGTON GAS FOR TYING PROPOSED GAS LINE INTO EXISTING GAS LINE. 22. NOTIFY FREDERICK WATER FOR ALL WATER AND SEWER LINE WORK PRIOR TO CONSTRUCTION. 23. THE SITE CONTRACTOR SHALL COORDINATE SERVICE ROUTING OF ALL GAS, TELEPHONE, AND ELECTRICAL LINES WITH THE APPROPRIATE UTILITY COMPANY. ALL CONSTRUCTION MUST COMPLY WITH EACH UTILITY'S STANDARDS AND SPECIFICATIONS AND NOT INTERFERE WITH TREE PLANTING SITES OR EXISTING TREES TO BE PRESERVED. 24. CONTRACTOR TO CALL FOR INSPECTION WHEN EXISTING SEWER IS BEING TAPPED INTO PROPOSED LINE. 25. CONFIRM, SIZE, PRESSURE, AND LOCATION OF EXISTING WATER MAIN. 26. ALL EXISTING WATER, SEWER, AND STORM EASEMENTS ARE RECORDED IN INSTRUMENT 080005730. 27. REFERENCE MEP/ARCHITECTURAL PLANS FOR CONTINUATION OF BUILDING UTILITY CONNECTIONS 28. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING SEWER LATERAL PRIOR TO CONSTRUCTION. CONTRACTOR TO PROVIDE INFORMATION TO CIVIL ENGINEER TO CONFIRM DESIGN OF PROPOSED SEWER SYSTEM. LEGEND PROPERTY LINE PROPOSED TRANSFORMER PROPOSED CLEANOUT EXISTING WATERLINE EXISTING SANITARY SEWER LINE EXISTING GAS LINE EXISTING STORM LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE EXISTING SANITARY SEWER MANHOLE EXISTING STORM MANHOLE UT I L I T Y P L A N C-400 PROPOSED GAS LINE PROPOSED ELECTRIC LINE PROPOSED TELECOM LINE PROPOSED STORM PIPE EXISTING LIGHT POLE NO R T H W WATER MAIN VALVE INSTALLATION NOTES 1. TEST PIT THE EXISTING MAINS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 2. PREPARE WORK AS FAR IN ADVANCE AS POSSIBLE TO MINIMIZE SHUTDOWN TIME. 3. HAVE SUFFICIENT RESOURCES ON-SIT TO ACCOMPLISH TASKS PER FREDERICK WATER INSPECTOR'S REQUIREMENTS. 4. PREPARE A WATER SHUTDOWN PLAN SATISFACTORY TO THE FREDERICK WATER INSPECTOR. FIREWATCH, NIGHT TIME WORK, ETC. MAY BE REQUIRED. 5. SCHEDULE SHUTDOWN WITH THE FREDERICK WATER INSPECTOR, FREDERICK COUNTY FIRE MARSHAL, AND ALL AFFECTED CUSTOMERS AT LEAST 7 DAYS IN ADVANCE, AND MAKE PREPARATIONS AS REQUIRED BY ALL PARTIES. 6. REMOVE EXISTING VALVE AND FURNISH TO FREDERICK WATER INSPECTOR. BUILDING CONNECTION KEYNOTES A B 6" COMBINED FIRE/DOMESTIC WATER SERVICE C GAS METER. CONTRACTOR TO COORDINATE CONNECTION AND SERVICE WITH WASHINGTON GAS.E CT CABINET AND ELECTRIC METER. CONTRACTOR TO COORDINATE CONNECTION AND SERVICE WITH RAPPAHANNOCK ELECTRIC COOPERATIVE. F CONNECT TO ROOF LEADER INV OUT = 693.10' SANITARY SEWER CONNECTION (6" PVC) INV OUT = 693.75' D SANITARY SEWER CONNECTION (GREASE, 4" PVC) INV OUT = 694.00' SEWER SERVICE DETAIL SCALE: 1" = 10' © RU T H E R F O R D C R O S S I N G CO F F E E S H O P PR E P A R E D F O R IN S I T E UT I L I T Y D E T A I L S C-450 PH O T O M E T R I C P L A N C-500 S S PROPOSED MULTI-TENANT BUILDING ±6,615 SF FFE = 697.75 TENANT 1 ±2,500 SF TENANT 2 ±4,028 SF UTILITY ±87 SF EXISTING LANDSCAPE TO REMAINPER APPROVED SITE PLAN #55-07 EXISTING LANDSCAPE TO REMAINPER APPROVED SITE PLAN #55-07 EXISTING HEDGEROW TO REMAINPER APPROVED SITE PLAN #55-073 CC 1 CC TRASH DUMPSTER & ENCLOSURE. 1 TC BEDLINE, TYP. MULCH BED RIVER ROCK BED;REFER TO DETAIL ONSHEET L-150 TU R F TURF BEDLINE, TYP.MULCH BED MULCH BED RIVER ROCK BED;REFER TO DETAIL ONSHEET L-150 TREES CODE QTY BOTANICAL NAME COMMON NAME CONT CALIPER CC 4 Cercis canadensis Eastern Redbud B & B 2"Cal TC 1 Tilia cordata Littleleaf Linden B & B 2"Cal LA N D S C A P E P L A N L-100 LEGEND PLANT SCHEDULE EXISTING LANDSCAPE TO REMAIN PER SITE PLAN #55-07 PROPERTY LINE NO R T H © RU T H E R F O R D CR O S S I N G CO F F E E H O U S E PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R *CALIPER REFERS TO THE CALIPER SIZE AT INSTALLATION TURF MULCH BED RIVER ROCK BED; REFER TO DETAIL ON SHEET L-150 © RU T H E R F O R D CR O S S I N G CO F F E E H O U S E PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R 2X WIDTH OFROOT BALL DECIDUOUS TREE PLANTING NTSA GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL ROPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON-BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL TURNBUCKLE (3), GALVANIZED HARDWOOD STAKES 2" SHREDDED HARDWOOD MULCH ARBORTIE LANDSCAPE NOTES 1. FREDERICK COUNTY NOTES: 1.1. ALL PLANTING SHALL CONFORM WITH §165-202.01D OF THE FREDERICK COUNTY ZONING ORDINANCE. 1.2. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 1.3. NO TREES OR SHRUBS SHALL BE PLACED ON FCSA EASEMENTS. 2. APPLICABLE SPECIFICATIONS AND STANDARDS: 2.1. AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE 2.2. AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION 2.3. LANDSCAPE SPECIFICATION GUIDELINES, LATEST EDITION 3. ALL PLANT MATERIALS SHALL BE EQUAL TO OR BETTER THAN THE REQUIREMENTS OF THE “AMERICAN STANDARD FOR NURSERY STOCK,” LATEST EDITION, AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION (HEREAFTER REFERRED TO AS “ANLA STANDARDS”). ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY, SHALL HAVE A NORMAL HABIT OF GROWTH, AND SHALL BE FIRST QUALITY, SOUND, VIGOROUS, WELL-BRANCHED, AND WITH HEALTHY WELL-FURNISHED ROOT SYSTEMS. THEY SHALL BE FREE OF DISEASE, INSECT PESTS, AND MECHANICAL INJURIES. 4. ALL PLANTS SHALL BE NURSERY GROWN AND SHALL HAVE BEEN GROWN UNDER THE SAME CLIMATIC CONDITIONS AS THE LOCATION OF THIS PROJECT FOR AT LEAST TWO YEARS BEFORE PLANTING. NEITHER HEELED-IN PLANTS NOR PLANTS FROM COLD STORAGE WILL BE ACCEPTED. 5. ALL PLANTING AREAS TO CONFORM TO SPECIFIED GRADES AFTER FULL SETTLEMENT HAS OCCURRED AND MULCH HAS BEEN APPLIED. PROVIDE SAUCERS AROUND TREE PITS AS SHOWN ON PLANTING DETAILS. REMOVE ALL TAGS, LABELS, STRINGS, ETC. FROM ALL PLANTS. 6. PLANT MEASUREMENTS: 6.1. ALL PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED IN THE PLANT SCHEDULE. 6.2. CALIPER MEASUREMENTS SHALL BE TAKEN SIX (6) INCHES ABOVE GRADE FOR TREES UNDER FOUR (4) INCH CALIPER AND TWELVE (12) INCHES ABOVE GRADE FOR TREES FOUR (4) INCHES CALIPER AND OVER. 6.3. MINIMUM BRANCHING HEIGHT FOR ALL SHADE TREES SHALL BE SIX (7) TO EIGHT (8) FEET. 7. DELIVERY, HANDLING, AND STORAGE 7.1. DELIVER PACKAGED MATERIALS IN MANUFACTURER'S UNOPENED CONTAINERS OR BUNDLES, FULLY IDENTIFIED WITH NAME, BRAND, TYPE, WEIGHT, AND ANALYSIS. STORE PACKAGED MATERIALS IN SUCH A MANNER AS TO PREVENT DAMAGE OR INTRUSION OF FOREIGN MATTER. 7.2. DIG BALLED AND BURLAPPED (B& B) PLANTS WITH FIRM, NATURAL BALLS OF EARTH, OF A DIAMETER NOT LESS THAN THAT SHOWN ON THE PLANT LIST NOR LESS THAN RECOMMENDED BY THE AMERICAN STANDARD FOR NURSERY STOCK, AND OF SUFFICIENT DEPTH TO INCLUDE THE FIBROUS AND FEEDING ROOTS. B&B PLANTS WILL NOT BE ACCEPTED IF THE BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION. 7.3. DELIVER TREES AND SHRUBS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. DO NOT BEND, BIND, OR TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DAMAGE BARK, BREAK BRANCHES OR DESTROY NATURAL SHAPE. IF PLANTING IS DELAYED MORE THAN 6 HOURS AFTER DELIVERY, SET TREES AND SHRUBS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST BY HEELING-IN BARE ROOT STOCK AND COVERING PLANT BALLS WITH SOIL, PEAT MOSS OR OTHER ACCEPTABLE MATERIAL FOR BALLED STOCK. PLANTS SHALL BE KEPT WELL WATERED AND SHALL NOT REMAIN UNPLANTED FOR LONGER THAN TEN (10) DAYS AFTER DELIVERY. 7.4. PLANTS SHALL BE LIFTED AND HANDLED FROM THE BOTTOM OF THE BALL ONLY. 7.5. DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 8. DRAINAGE AND SOIL 8.1. BEFORE PLANTING, DETERMINE THAT AREAS TO RECEIVE PLANT MATERIAL HAVE ADEQUATE SUBDRAINAGE. 8.2. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DRAINAGE TESTS AS NECESSARY TO IDENTIFY ANY PROBLEMS PRIOR TO BEGINNING PLANTING OPERATIONS. UPON COMMENCEMENT OF PLANTING OPERATIONS THE LANDSCAPE CONTRACTOR ASSUMES RESPONSIBILITY FOR SOIL CONDITIONS. 8.3. TOPSOIL: SHALL BE A FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION, FREE OF STONES, LUMPS, PLANTS AND THEIR ROOTS, DEBRIS AND OTHER EXTRANEOUS MATTER OVER 1 INCH IN DIAMETER, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. SOIL SHALL BE HARVESTED AT A SINGLE SOURCE FROM THE O AND/OR A HORIZONS OF THE SOIL PROFILE. 8.3.1. TOPSOIL SHALL HAVE A PH RANGE OF 5.5 TO 7.5. 8.3.2. TOPSOIL SHALL CONTAIN 1.5-5% ORGANIC MATTER BY DRY WEIGHT. 8.3.3. SOIL TEXTURE: SANDY LOAM, SANDY CLAY LOAM WITH THE FOLLOWING PARTICLE SIZE DISTRIBUTION: 8.3.3.1. GRAVEL LESS THAN 10% 8.3.3.2. SILT 15-30% 8.3.3.3. CLAY 20-35% 8.3.3.4. CHEMICAL LEVELS SHALL BE: 8.3.3.5. MAGNESIUM MG 100+ UNITS 8.3.3.6. PHOSPHORUS P205 150+ UNITS 8.3.3.7. POTASSIUM - K20120+ UNITS 9. PLANTING DATES 9.1. PLANTING SHALL BE DONE ONLY WITHIN THE FOLLOWING DATES EXCEPT AS APPROVED BY OWNER. 9.2. DECIDUOUS TREES AND SHRUBS: MARCH 1 TO MAY 31 AND OCTOBER 15 TO DECEMBER 15. 9.3. EVERGREEN TREES, SHRUBS AND VINES: MARCH 1 TO MAY 31 AND SEPTEMBER 1 TO NOVEMBER 15. 9.4. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION. 10. INSTALLATION OF SOIL MIX FOR TREE PITS ON GRADE 10.1. CONFIRM THAT NATIVE SUBSOIL PROVIDES ADEQUATE DRAINAGE TO ENSURE HEALTHY PLANT GROWTH. 10.2. INSTALL 30-36” OF SOIL MIX FOR TREE PIT BACKFILL ON GRADE: 10.3. SHALL CONSIST OF CLAY LOAM TO SANDY CLAY LOAM SOIL, SAND, AND COMPOSTED PINE BARK FINES AT A RATE OF 5:5:1 TO 10:5:1.5 TO ACHIEVE THE FOLLOWING: 10.3.1. CLAY CONTENT OF SOIL MIX SHALL BE 10-20% OF THE SOIL MIX, BY VOLUME. 10.3.2. MINIMUM AMOUNT OF COARSE TO MEDIUM SAND IN THE MIX SHALL BE 55% 10.3.3. MINIMUM INFILTRATION RATE AT 80-85% COMPACTION SHALL BE 1-3 INCHES PER HOUR. 10.3.4. COMPOSTED PINE BARK FINES SHALL NOT EXCEED 10% OF THE TOTAL SOIL MIX BY VOLUME. 10.4. TILL 4” OF COMPOST INTO THE TOP 6” OF THE INSTALLED SOIL MIX FOR TREE PIT BACKFILL ON GRADE. 11. INSTALLATION OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS: 11.1. CONFIRM THAT NATIVE SUBSOIL PROVIDES ADEQUATE DRAINAGE TO ENSURE HEALTHY PLANT GROWTH. 11.2. INSTALL 14” OF SOIL MIX FOR MULCHED SHRUB AND PERENNIAL BEDS ON GRADE: 11.3. SHALL CONSIST OF CLAY LOAM TO SANDY CLAY LOAM SOIL, SAND, AND COMPOSTED PINE BARK FINES AT A RATE OF 5:5:1 TO 10:5:1.5 TO ACHIEVE THE FOLLOWING: 11.3.1. CLAY CONTENT OF SOIL MIX SHALL BE 10-20% OF THE SOIL MIX, BY VOLUME. 11.3.2. MINIMUM AMOUNT OF COARSE TO MEDIUM SAND IN THE MIX SHALL BE 55% 11.3.3. MINIMUM INFILTRATION RATE AT 80-85% COMPACTION SHALL BE 1-3 INCHES PER HOUR. 11.3.4. COMPOSTED PINE BARK FINES SHALL NOT EXCEED 10% OF THE TOTAL SOIL MIX BY VOLUME. 11.4. TILL 4” OF COMPOST INTO THE TOP 6” OF THE INSTALLED SOIL MIX FOR TREE PIT BACKFILL ON GRADE. 12. SEEDING AND SODDING 12.1. LAWN SEED OR SOD VARIETIES SHALL BE AN IMPROVED VARIETY TURF-TYPE TALL FESCUE BLEND. THE LANDSCAPE CONTRACTOR SHALL SELECT FROM VARIETIES APPROVED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION. 12.2. REFER TO THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION STANDARDS AND SPECIFICATIONS FOUND IN THE EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, FOR GUIDELINES, SPECIFICATIONS AND INSTALLATION TECHNIQUES OF SEED AND SOD. 12.3. SATISFACTORY SEEDED LAWN. 12.3.1. AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE STAND OF GRASS HAS BEEN ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQUARE FOOT AREA AD BARE SPOTS NOT EXCEEDING 5 INCHES BY 5 INCHES. 12.4. SATISFACTORY SODDED LAWN. 12.4.1. AT END OF MAINTENANCE PERIOD, A HEALTHY, WELL-ROOTED, EVEN-COLORED, VIABLE LAWN HAS BEEN ESTABLISHED, FREE OF WEEDS, OPEN JOINTS, BARE AREAS, AND SURFACE IRREGULARITIES. 13. PLANT PRUNING, EDGING, AND MULCHING 13.1. EACH TREE, SHRUB, OR VINE SHALL BE PRUNED IN AN APPROPRIATE MANNER TO ITS PARTICULAR REQUIREMENTS IN ACCORDANCE WITH ACCEPTED STANDARD PRACTICES AS STATED IN ANSI STANDARDS A300 FOR PRUNING. BROKEN OR BRUISED BRANCHES SHALL BE REMOVED WITH CLEAN CUTS MADE ON AN ANGLE FROM THE BARK RIDGE TO THE BRANCH COLLAR, NO FLUSH CUTS, TO MINIMIZE THE AREA CUT. ALL CUTS SHALL BE MADE WITH SHARP TOOLS. TRIM ALL EDGES SMOOTH. NO TREE WOUND DRESSINGS SHALL BE APPLIED. 13.2. ALL TRENCHES AND SHRUB BEDS SHALL BE EDGED AND CULTIVATED TO THE LINES SHOWN ON THE DRAWING. THE AREAS AROUND ISOLATED PLANTS SHALL BE EDGED AND CULTIVATED TO THE FULL DIAMETER OF THE PIT. SOD THAT HAS BEEN REMOVED AND STACKED SHALL BE USED TO TRIM THE EDGES OF ALL EXCAVATED AREAS TO THE NEAT LINES OF THE PLANT PIT SAUCERS, THE EDGES OF SHRUB AREAS, HEDGE TRENCHES AND VINE POCKETS. 13.3. AFTER CULTIVATION, ALL PLANT MATERIALS SHALL BE MULCHED WITH A TWO TO THREE (2-3) INCH LAYER OF TAN BARK, PEAT MOSS, OR ANOTHER APPROVED MATERIAL OVER THE ENTIRE AREA OF THE BED OR SAUCER. 14. WARRANTY 14.1. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF 1 YEAR FROM THE DATE FINAL ACCEPTANCE TO BE IN GOOD, HEALTHY AND FLOURISHING CONDITION. 15. LANDSCAPE CONTRACTOR SHALL PROVIDE A SEPARATELY METERED IRRIGATION SYSTEM. 15.1. SEPARATE METER SHALL BE PROVIDED BY GENERAL CONTRACTOR 15.2. LANDSCAPE CONTRACTOR SHALL PROVIDE ALL COMPONENTS AFTER THE METER, INCLUDING BACK-FLOW PREVENTER 15.3. PROVIDE SHOP DRAWINGS PREPARED BY CERTIFIED IRRIGATION DESIGNER FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT AND/OR OWNER. 15.4. TREES SHALL BE IRRIGATED THROUGH DRIP IRRIGATION 15.5. TURF AREAS TO BE IRRIGATED THROUGH SPRAY/ ROTORS/ MPROTATORS LA N D S C A P E D E T A I L S & N O T E S L-150 6"FILTER FABRIC STEEL EDGING SOD 6" 1/ 2 " LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER COMPACTED SUBGRADE RIVER STONE NOTE: 1.LOCALLY SOURCED, RIVER ROUNDED, UNFACETED RIVER STONE/COBBLES. 2.SIZE SHALL NOT EXCEED 3 TOTAL INCHES IN ANY DIMENSION. 3. COLOR AND TEXTURE APPROVED BY OWNER PRIOR TO PURCHASE RIVER STONE 1"=1'-0"B LANDSCAPE IRRIGATION SYSTEM PERFORMANCE SPECIFICATIONS PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. Drawings and general provisions of the Contract, including General and Supplementary Conditions andDivision-1 Specification Sections, apply to work of this Section. 1.2 WORK INCLUDED: A. Work of this section provides a performance specification for the design and installation of a completeirrigation system for the project. 1.3 QUALITY ASSURANCES: A. Applicable requirements of accepted standards and codes shall apply to the work of this section: 1. ASTM - American Society for Testing Materials. D2241: Polyvinyl Chloride (PVC) Plastic Pipe (SDR-PR). D2287: Flexible Polyvinyl Chloride (PVC). D2464: Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Threaded, Schedule 80. D2466: Polyvinyl Chloride (PVC) Plastic Pipe Fittings, Socket Type, Schedule 40. D2564: Solvent Cements for Polyvinyl Chloride (PVC) Plastic Pipe and Fittings. D2855: Making Solvent - Cemented Joints for Polyvinyl Chloride (PVC) Pipe and Fittings. 2. National Plumbing Code (NPC) 3. National Electric Code (NEC) 4. National Sanitary Foundation (NSF) 1.4 DEFINITION A.Irrigation Design: Design of irrigation system to meet any applicable Frederick County standardspecifications. Irrigation design to be completed by a Irrigation Designer certified by the IrrigationAssociation or as approved by the owner. Contractor shall be responsible for obtaining any approvals/permits required by the local governing authority. B. Irrigation Mains: That portion of piping from water source to remote control valves. This portion of pipingis subject to surges, being a closed portion of irrigation system. Hydrant lines (QCV) are considered partof main line piping system. C. Lateral Piping: that portion of piping from remote control valve to sprinkler heads and tubing. 1.5 SYSTEM DESCRIPTION: A. Design and install to provide complete head to head coverage not to exceed 5 feet per second throughpipe, designed for matched precipitation for lawn and planting as follows: 1.All seeded lawn areas 2. All new sodded areas 3.All new shrub beds and new tree planting areas, incl. parking lot islands. (Drip irrigation shall beutilized for all planting beds) Design, furnish and install an operating system, complete with electrical connection, backflow preventers& enclosures, automatic controllers, main and lateral lines, sprinkler heads, Drip lines, remote controlvalves, quick coupler valves, wires and any other items required for a complete and operating system.Contractor shall provide a controller schedule with the design. 1.6 SUBMITTALS: A. Irrigation Maintenance and Operating Instruction Manual: Manufacturer's literature for approved productsin triplicate, neatly bound in a black vinyl three ring binder with cover entitled "Irrigation Maintenance andOperating Instruction Manual" with name and address of project, date of submission, and name andaddress of Designer and Contractor. Include parts numbers actually used, supplier's name, address,and telephone, and scheduled inspections required. Also include a suggested system operatingschedule with precipitation rates for each zone. Manufacturer's literature shall include the following: 1. Sprinkler Heads 2. Drip Irrigation emitters 3. Valves: manual and automatic 4. Controller 5. Valve Boxes 6. Pipe, Tubing, and Fittings 7. Wire 8. Meter 9. Backflow Prevention Device 10. Misc. materials such as rain and temperature check devices etc. B. Project Record Documents: 1. Submit preliminary design to Owner/Engineer for approval prior to any construction. 2. Maintain in good order at site, one copy of approved design drawings, specifications, addenda andapproved change orders, and record changes and other modifications made during construction. 3. Upon completion of work, transpose changes to AutoCAD and submit a hard copy of the as-builtdrawing with each product data manual. 4. Submit 2 complete product data manuals with as-built to the Owner/Engineer prior to issuance of finalacceptance. As built-drawing to include location, by written dimension, of mainline piping, remotecontrol valves and quick coupler valves. Title “Record Drawing" and include date, signature, andlicense of installer .Product Data Manual shall include: a. Table of Contents b. Written description of the irrigation system c. System drawings: 1 one copy of design drawings 2. one copy of record as-built 3. manuf. data with specific model, type and size 4. winterization and spring start-up procedures 1.7 PROJECT/SITE CONDITIONS A. Water Supply: Owner/ General Contractor will provide water for required testing, flushing and jetting. B. Electrical Supply: Contractor shall be required to make final connection to controller. C. Sleeves and Ducts: Provide sleeves and/or ducts at all road/pavement crossings. Extend sleeves 36"deep under paving and 18" min. beyond paving and cap lines handtight, refer to detail. Do not use asmain or lateral lines. D. Existing Utilities and Structures: Review utility structure as-builts and consult with the appropriate utilitycompanies for location prior to commencing installation. Repair damage due to installation immediately.Make necessary adjustments in the layout as may be required to connect to existing stubouts, as may berequired to work around existing conditions. E. Storage: Space will be designated at the site. F. Deliver materials in original package, cartons, and containers bearing the name of manufacturer, brand,and model number. Pipe shall be stored on pallets a minimum of 4" off of the ground. G. Protect irrigation system materials before, during and after installation. Exercise care in handling,loading, unloading, covering and storing plastic pipe and fittings until ready to install. H. In the event of damage, immediately make repairs and replacements necessary at no additional cost toOwner. 1.8 SCHEDULING A. Coordinate with Landscape Contractor and his landscape work. B. Prepare a detailed schedule coordinated with the work of other contractors doing work at the site. C. Monitor schedules on a regular basis so potential variances can be determined and resolved. D. Verify all product orders so deliveries are timed to maintain construction schedules. 1.9 WARRANTY A. Fully guarantee materials and workmanship for one year after issuance of final acceptance. B. Limit guarantee to repair and replacement of defective materials or workmanship and repair of backfillsettlement. C. The installation of the irrigation work shall be made by an individual or firm duly licensed. All irrigationcontractors will be required to show their license updated for the current year. D. Comply with local and state laws, codes, and ordinances applicable to this project, as well as theNational Electrical Code for electrical work and materials. 1.10 MAINTENANCE A. Provide maintenance of system including cleaning and adjustment of heads, raising and lowering ofheads, cleaning filters, flushing lateral lines and tubing until final acceptance. B. Repair backfill settlement of trenches prior to acceptance. C. Drain and flush system within one-year guarantee period. D. Instruct Owner and Owner's personnel in operation and general maintenance of system. Provide Ownerwith a maintenance manual of materials installed bound in a three-ring black vinyl binder. E. Repair of damage caused by vandals, other contractors or weather conditions shall be considered extrato the work. F. Maintain the entire irrigation system in proper working order and program the controllers in consultationwith Landscape Contractor prior to final acceptance. G. Provide the Owner with a letter summarizing the one-year warranty and timeframe stated in thisspecification and date of final acceptance. This letter shall serve as the Contractor's written guarantee. PART 2 - PRODUCTS 2.0 EXTRA EQUIPMENT A.One quick coupler key for every 3 quick couplers with one hose swivel and one brass boiler drain each. B. Three (3) keys to controller. C. Five (5) spare sprinkler heads and nozzles, (each type). 2.1 POLYVINYL CHLORIDE PIPE A. Manufactured in accordance with standards noted herein: 1. Marking and Identification: Continuously and permanently marked with manufacturer's name, pipesize, pipe type and material, SDR number, ASTM standard number and NSF (National SanitationFoundation) seal. 2. Pipe Fittings: Of same material as PVC pipe specified and compatible with PVC pipe furnished. 3. PVC Pipe: Class 200, SDR 21, except one-half inch to be Class 315, SDR 13.5. Under pavedsurfaces and in sleeves to be Schedule 40. 4. Sleeves: Class 200, SDR 21. 2.2 COPPER TUBING AND FITTINGS A. Hand straight lengths of domestic manufacture, Type "M." Do not use foreign extrusion or irrigationtubing. B. Copper Tube Fittings: Cast bronze or wrought copper or sweat-solder type. C. Use only 60-40 "no lead" solder on copper joints. 2.3 VALVE WIRING Type UF, No. 14 gauge with 4/64" insulation, Underwriters Laboratory approved for direct undergroundburial when used in National Electrical Code, Class II circuit (30-volts AC or less). Color code wire redfor lead wire and white for common wire. 2.4 WIRE SPLICES "Dri-Splice" as manufactured by Spears Manufacturing Company, "DBY Connectors" as manufacturedby 3-M Company or "One Step" as manufactured by King Technology, Inc. 2.5 SOLVENT, CLEANER, AND PRIMER A. Conform to ASTM D2S64. B. PVC Pipe and Fittings: Weld-on #705 Solvent and #P-70 Primer. 2.6 QUICK COUPLER VALVES Shall be 3/4" bronze bodied valves with a rubber seat and plated cover. Keys shall be bronzeconstructed with 3/4" FIP X 3/4" MIP threaded 2.7 SWING JOINTS One (1") inch unitized "full circle" type. Use Teflon tape on all threaded joints and draw joints up snugly,do not overtighten. 2.8 SPRAY HEAD A. Spray head shall have built-in pressure regulating heads to regulate pressure to 30 psi. B. Grass Spray Heads: ABS body with a 3-1/2" spring loaded pop-up nozzle assembly and 1/2" FIPconnection in base. C. High-Pop Spray Heads: ABS body with a 12" spring loaded pop-up nozzle assembly and 1/2" FIPconnection in base. D. Nozzles: Matched precipitation rates (MPR) 2.9 DRIP IRRIGATION Trees and shrubs will have a commercial grade drip irrigation emitter system. 2.9 ELECTRIC VALVES Normally closed, globe-type diaphragm, glass-filled nylon body and cover, and Buna N reinforceddiaphragm with 24-volt, 1/4-amp solenoid in a waterproofed housing, rated at 200 psi. 2.10 REINFORCEMENT STAKES One (1") inch galvanized pipe long enough to penetrate at least 36" into undisturbed earth. Use twostainless steel worm gear clamps with stainless steel screws to fasten the state to the quick coupler. 2.11 BACKFLOW PREVENTER Reduced pressure zone (RPZ) backflow preventer or as required by local code, in an above groundinsulated hot box. 2.12 VALVE BOXES Non corrosive, heavy duty, superflenan plastic material with covers impregnated with colorfast greenpigment. Valve boxes must have a locking cover. Toro, Hunter, Rainbird or equal. 2.13 VALVE BOX BACKFILL Clean, washed gravel graded from 1/2" to 1" diameter. 2.14 BACKFLOW ENCLOSURE A. The backflow prevention device enclosure shall be a commercial manufactured enclosure madespecifically for this function, sized to fit the utilized backflow device. It shall be vandal and weatherresistant, with stainless steel locking mechanism and mounting hardware. B. A self-activated heating device for the backflow preventer shall be provided and installed by thecontractor, including power supply hook-up. C. Irrigation Contractor to coordinate screening of Hot Box with General Contractor and LandscapeContractor 2.15 ELECTRIC CONTROLLER Fabricated so internal parts are accessible through controller door. Electrical components mounted onprinted circuit boards with edge connector and plugs for easy removal during maintenance. A. Housing: Interior 18 gauge wall mountable or exterior 16 gauge weatherproofed wall or pedestalmountable locking case as indicated or as selected. B. Electrical Characteristics: Capable of operating 24 VAC electric control valves input power of 117 VAC,50/60 Hz through resettable circuit breaker to protect controller from power overload and field wiring shortcircuits. C. Limits of Operating Time per Station: 1 minute to 9 hours, 59 minutes in 1 minute increments. D. Number of Independent Programs: 3 E. Number of Automatic Starts per Day per Program: 4 F. Station Assignability: Every combination of programs G. Program Setability: On either 7 day weekly repeat cycle or on 1 to 6 skip day basis. H. Method of Indicating Program in Operation During Operation: Readout I. Automatic Program Overlap Protection: Capable of allowing only one program to run at one time andensuring by delaying start times that programmed watering cycles will occur even when cycles arescheduled to start while in conflict with each other. J. Manual Operation: Capable of operation without affecting original programs, of being activated for 1minute to 9 hours, 59 minutes in 1 minute increments, of activating user programs and of activatingsystems check feature to run each station for 1 minute, 45 seconds. K. Standby Operation: Preset Back-Up Program capable of maintaining user program during power L. Self-Test Feature: Built-in, capable of checking 1. LED's for lighting and shorts 2. Digital display for lighting and shorts 3. Each key of keyboard for integrity and proper function. 4. Station outputs. 2.15 TEMPERATURE SENSOR Johnson Controls Freeze Sensor. PENN #A19ANC-1. 2.16 RAIN SENSOR Shall be vandal resistant; manufactured by Toro, Hunter, Rainbird or equal, with adjustable interruptionpoint and attached mounting bracket, wired or wireless. PART 3 - EXECUTIONS 3.1 EXAMINATION A. Examine areas and conditions under which system is to be installed. B. Notify Designer in writing of conditions detrimental to proper and timely completion of C. Do not proceed until conditions are acceptable. 3.2 PREPARATION A. Coordinate work which is embedded in concrete or masonry and route under paved B. Provide timely delivery and installation at job site. C. Protect adjacent structures, surfaces, and finishes. Do not move equipment over structures withoutwritten approval from Designer. Provide necessary protection such as board roading, drop cloths, etc.,as required. 3.3 INSTALLATION A. General: 1. Staking: Before installation is started, place a stake where each sprinkler is to be located inaccordance with approved shop drawings. Receive written approval from Irrigation Designer beforeproceeding. 2. Excavation: Is unclassified and includes earth, loose rock, rock or any combination thereof, in wet ordry state. Contractor shall review geotechnical report and grading plans and include any cost forrock removal in bid. No additional cost for rock excavation will be accepted. 3. Backfill: Use material excavated except where pipe manufacturer's specifications require otherwise.Use select fill dirt or sand if existing soil is rocky or contains large clods. Hand-tamp to prevent aftersettling. Hand-rake trenches and adjoining areas to match surrounding grades. 4. Pipe Layout: Route around trees and shrubs to avoid damage to root system. Do not dig within rootballs of newly planted trees or shrubs. Do not move or damage trees and shrubs. B. Pipe Installation: 1. Sprinkler Main: Install in 4-inch wide (minimum) trench with a minimum of 18 inches of cover. 2. Lateral Piping: Install in 4-inch wide (minimum) trench with a minimum of 12-inches of cover. 3. Trenching: Remove lumber and rubbish greater than 1-1/2 inches in diameter from trenches. Provide afirm, uniform bearing for entire length of pipe to prevent uneven settlement. Pad trenches with dirt orsand if soil is rocky. Do not wedge or block pipe. Snake pipe from side to side of trench bottom to allowfor expansion and contraction. Remove foreign matter or dirt from inside of pipe prior to welding andkeep clean during and after installation. Do not lay piping in trenches when water is in the trench, whentemperature is 36 degrees or below, or when rains are eminent. C. PVC Pipe and Fitting Assembly: 1. Solvent: Use type and procedures recommended by pipe manufacturer to make solvent-weldedjoints. Thoroughly clean pipe and fitting of dirt, dust, and moisture before applying solvent. 2. PVC to Metal Connection: Work metal connection first. Use a non-hardening pipe dope such asPermatex No. 2 on threaded PVC to metal joints. Use only light wrench pressure. 3. Threaded PVC Connection: Where required, use threaded PVC adapters into which pipe may bewelded. D. Copper Tubing and Fitting Assembly: 1. Clean pipe and fitting thoroughly and buff connection with sand paper to remove residue from pipe. 2. Flux pipe and fitting, solder connection using 60-40 soft solid core leak-free solder. E. Sprinklers 1. General: Supply in accordance with equipment list and size shown on approved shop drawings.Revise nozzle degree and trajectory as required by wind condition as affecting coverage. Firmlytamp grade around head. 2. Lawn Spray Head: Install with top side of head flush to one-quarter (1/4") inch above finish gradeand 4" minimum from back of curb. Attach to lateral piping with a flexible 1/2" x 12" PVC flexibleriser. No polyethylene nipples will be allowed. 3. High-Pop Spray Head: Install with underside of flange flush with finish grade and 4” minimum fromback of curb. Attach to lateral piping with a flexible 1/2" x 12" PVC flexible riser. 4. Rotary Head: Install with underside of flange flush with finish grade and 4" minimum from back ofcurb. Attach to lateral piping with a swing joint as detailed on drawings. 5. Bubblers: Install with flange flush with finish grade. Attach to piping per manufacturer'sspecifications. F. Quick Coupler Valve Install flush with finish grade. Attach to sprinkler mains with swing joint as detailed on drawings. Installreinforcement stake perpendicular to grade and buried below finish grade two (2") inches minimum.Attach to valve with clamps as detailed. G. Electric Remote Control Valve 1. Supply in accordance with equipment list and size shown on approved shop drawings. 2. Install in a level position deep enough so there will be at least 12 inches of cover over valves and inaccordance with manufacturer's specifications. 3. Install a 14" x 19" standard plastic valve box plus ball valve assembly upstream from each valve forservicing. H. Wiring 1. Supply wire from automatic sprinkler controller to valves in accordance to controller manufacturer'sspecifications. A separate wire is required from controller to each valve. Provide a common neutralwire with white insulation from controller to each valve. 2. Lay wire in trenches provided for piping under the piping taping in bundles every ten (10') feet withplastic electric tape. 3. No conduit is required for wire except under paved areas. 4. Join wires together using water-proof DBY splice kits. 5. Provide 48" expansion coil of valve and ground wire at each remote control valve and splice. Formexpansion coil by wrapping firmly and evenly around a piece of one (1") inch PVC pipe. 6. Connect valve wire to both sensors in "series" so either sensor can "open" the “circuit" and shutsystem down. I. Automatic Irrigation Controller 1. Install according to manufacturer's recommendation at location approved by Owner. Allabove-ground wiring shall be in conduit conforming to national electric code requirements.Contractor is responsible for power to, and grounding of controller per manufacturers specifications. 2. Program controller system setting operating times and duration as directed by Owner'srepresentative and adjust as required. J. Temperature and Rain Sensors: Install in locations approved by Owner's representative. 3.4 TESTING A. General: Perform required testing under observation of Designer. Give 7 day notice that tests are to beconducted. B. Sprinkler Main: Test for a period of 12 hours under normal water pressure. If pressure drops 3 psi orleaks occur, correct defect and repeat test. C. Lateral Piping: Test for a period of 1 hour under normal water pressure. If leaks occur, correct defectand repeat test. D. Complete testing prior to backfilling. Sufficient backfill may be placed in trenches between fittings toinsure stability of line under pressure. In each case, leave fittings and couplings open to visual inspectionfor full period of test. E. Verify sensor operation to shut system down by filling rain sensor with 1/4" of water. Then placetemperature sensor in ice. 3.5 FINAL ADJUSTMENT A. After system has been installed, make final adjustments prior to inspection by Engineer. B. Completely flush system to remove debris from lines by removing nozzles from heads and turning onsystem. Replace nozzles and check operation of system, zone by zone, to determine that there is nodebris left in the heads to obstruct proper operation. If any heads do not operate properly, repeatoperation by removing nozzles of heads not operating properly and reflushing. C. Check sprinklers for proper operation and proper alignment for direction of throw. D. Check each sectionof heads for operating pressure and balance to other sections by use of flow adjustment on top of eachvalve. E. Check nozzling for proper coverage. Prevailing wind conditions or slopes may indicate that arc of angleor trajectory of spray should be modified. Change nozzles to provide correct coverage. F. After system is thoroughly flushed and ready for operation, each section of sprinklers must be adjusted tocontrol pressure at heads. Use the following method, one section at a time: 1. Remove last head on section and install temporary riser above grade. Install tee with pressuregauge attached on top of riser and reinstall head with nipple onto tee. 2. Correct operating pressure range at last head of each section shall be as per manufacturer'srecommendations. 3. After replacing heads, at grade, tamp thoroughly around head. 3.6 CLEANUP During work, keep premises neat and orderly. Remove trash and debris from site daily as workprogresses. After completion of work level and rake clean disturbed areas, leaving in an orderly conditionacceptable to Designer. IR R I G A T I O N PE R F O R M A N C E SP E C I F I C A T I O N L-151 © RU T H E R F O R D CR O S S I N G CO F F E E H O U S E PR E P A R E D F O R IN S I T E Know what's below. before you dig.Call R