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HomeMy WebLinkAboutARB202300029 Plan - Submittal (First) 2023-03-10CAMP HOLIDAY TRAILS INITIAL SITE PLAN COUNTY OF ALBEMARLE, VIRGINIA PROJECT SUMMARY NAME OFPROJECT: Med Corner at Camp Holiday Trails PROJECTADDRESS: 400 Ho I iday Trai Is Ln, Charlottesville, VA 22903 DEVELOPMENT TYPE: BY -RIGHT EXIST./PROP. USE: SUMMER CAMP PROJECT NARRATIVE: CAMP HOLIDAY TRAILS IS A SUMMBER CAMP FOR CHILDREN WITH MEDICAL NEEDS. THIS PROJECT IS FORTHE CONSTRUCTION OF A NEW MEDICAL BUILDING WHICH WILL REPLACE AN OLDER OUT -DATED MEDICAL BUILDING. THE USE OF THIS NEW AMENITY IS TO TO SUPPORTCAMPERS AND STAFF WHILE CAMP IS IN SESSION BY PLACING THE STRUCTURE IN AN EASILY ACCESSIBLE LOCATION. THE PROPOSED WORK ALSO INCLUDES A MODEST EXPANSION OF THE DINING HALL, SPECIFICALLY TO HELP WITH THE STORAGE OF FOOD ITEMS. APPLICANT/OWNER: CONTACT: CAMP HOLIDAY TRAILS TINA LaROCHE ADDRESS: 400 HOLIDAYTRAILS LANE CHARLOTTESVILLE, VA 22903 PHONE: (434) 977-3781 EMAIL: TINA@CAMPHOLIDAYTRAILS.ORG ENGINEER OF RECORD: SOURCE OF SURVEY AND TOPOGRAPHY: PARCELS: CONTACT: LINE AND GRADE CIVIL ENGINEERING DANIELC. HYER, PE ADDRESS: 1134TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: DHYER@LINE-GRADE.COM SOURCE: LINCOLN SURVEYING SURVEYED 08/05/2022 - FIELD VERIFIED BY DANIEL HYER, PE CONTACT: CHRIS KEANE ADDRESS: 632 BERKMAR CIRCLE CHARLOTTESVILLE, VA 22901 PHONE: (434) 974-1417 EMAIL: CHRIS.KEAN@LINCOLNSURVEYING.COM PARCEL ID: 75-47C OWNER: HOLIDAYTRAILS, INC. CONTACT: TINA LaROCHE ZONED:RURALAREAS OVERLAYS: AIRPORT IMPACT AREA, DAM INUNDATION ZONE, FLOOD HAZARD OVERLAY, STEEP SLOPES MANAGED, STEEP SLOPES PRESERVED MAGISTERIAL DISTRICT: SAMUEL MILLER PROFFERS: NONE LEGALAREA: 50.38 (PER GIS) PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: MAX HEIGHT ALLOWED = 35 FT PROPOSED BUILDING HEIGHT= 25 FT SETBACKS: MIN FRONTSETBACK= 75 FT MAX FRONT SETBACK = NONE SIDE SETBACK = 25 FT REAR SETBACK = 35 FT BUILDING FOOTPRINTS: EXISTING BUILDINGS VARIOUS, CAMP SUPPORT BUILDINS 26,989 SF PROPOSED BUILDINGS MEDICAL BUILDING FOR CAMPER SUPPORT 51000 SF EXPANSION OF DINING HALL 600 SF PARKING REQUIRED: SEE C0.2 TREE CANOPY COVER: SEE LANDSCAPE PLAN TRAFFIC GEN ERATION NO INCREASE OF TRAFFIC BASED ON PROPED IMPROVEMENTS Vi! g• •'6i ' i ram. . �• •. t, i r i •'• LOCATION MAP INTERSTATE 64 J /3 VICINITY MAP SCALE: 1" = 3,000' • . f ir t' RT. 250 r • HOLIDI O O Li] INTERSTATE 64 _ DESIGN INFORMATION: UTILITY OWNERS: DISTURBANCE AREA: 0.228 AC (9,934 SF) GAS: N/A PROPOSED IMPERVIOUS AREA: 0.07 AC (3,171 SF; 0.14% OF SITE) OPEN SPACE: 48.37 AC (96% OF SITE) WATER: ACSA WATERSHED: RAGED MTN. WATER SUPPLY RESERVOIR: RAGGED MTN STORM SEWER: N/A Sheet List Table SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET C0.1 GENERAL NOTES CO.2 LEGEND AND SITE CALCULATIONS C1.0 OVERALL SITE PLAN C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN C3.0 INITIAL SITE PLAN SUBMITTAL LOG SUBMISSION DESCRIPTION 1 INITIAL SITE PLAN SANITARY SEWER: ACSA RECIPIENT SUBMITTAL DATE COUNTY OF ALBEMARLE 3/10/2023 DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE DEPARTMENT OF ENGINEERING DATE DEPARTMENT OF ZONING DATE FIRE MARSHAL DATE ALBEMARLE COUNTY SERVICE AUTHORITY DATE LJJ W z uj 0 uj uj �z re z r� V ' V W z J Q Z Q 3 ~ J LU J 0 ~ 2i ( ) Lu 0 << ILL O z C Z G Z:) U o �o�40 TH OF D 0 3�>012023 Z V DANIEL C. HYER Y Lic. No. 45596 Q' POD � ASS/OVAL ENG` APPROVED SUBMISSION NO. 1 PROJECT 2206006 T H E W 0 R K O F L I N E + G R A D E IN LOCATION MAP ; SCALE: 1" = 500' VIRGINIA DEPARTMENT OF HEALTH DATE Como GENERAL CONSTRUCTION NOTES: UTILITIES: CONCRETE AND ASPHALT: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. 3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES. 5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES. 6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY IS PARAMOUNT. 7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT OF WAY, OR ADJOINING GROUNDS. 8. ALL WORK AREAS SHALL BE CLEANED DAILY. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES. 10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY. 11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY. 12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION. 13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE. 14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED. 15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE. 16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN. 19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER. 20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER. 21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING CLEANING. 22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS. 23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL. MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE ACCESS PROCEDURES WITH THE FIRE MARSHALL. 24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS. 25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER. 26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES. 27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. WORK AREA PROTECTION AND MAINTENANCE: 1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS. 2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED. SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32 3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE. 6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE COUNTY OF ALBEMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18) 8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES. 10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. 1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION. 2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. 6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. 8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. EARTH WORK AND SITE CONDITIONS: 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE FILL. 3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBEMARLE E&S INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER. 4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON ALL PAVED SURFACES. 6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE. 8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY. MAINTENANCE OF TRAFFIC: 1. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE COUNTY OF ALBEMARLE TRAFFIC ENGINEER. 2. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS. GENERAL NOTES 3. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE. 5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE. 6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES. 7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW, BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED. 8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC. 10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE MOTORING PUBLIC. 11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS. 12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED. 13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA PROTECTION MANUAL. 14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED. 15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES. FIRE PREVENTION: 1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBEMARLE STANDARDS. 4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR. w 0 Q U W z J ta Z EtC tL uj Z Z uj w 0 z Q w z fwu V TH OF� 31101_W23 DANIEL C. HYER 2� 9 LIC. No. 45596 C �SSIONAL ENS` APPROVED SUBMISSION1 NIV 1 PROJECI 2206006 T HE W OR K OF L IN E + G R AD E PROPOSED LEGEND EXISTING S SANITARY CENTERLINE S W WATER CENTERLINE W STORM SEWER GAS GAS LINE GAS UGE UNDERGROUND POWER UGE ODNIM UNDERGROUND COMMUNICATIONS COMM OVHD OVERHEAD UTILITY 011W CONTOUR LINE 382 382 CURB/CURB AND GUTTER SPILL CURB WITH TRANSITION AREA PAVEMENT MARKING LINE BUILDING LINE BUILDING OVERHEAD/PROJECTION WALL TREELINE PROPERTY LINE — — — — EASEMENT LINE BUILDING SETBACK LINE - - - - - - - - - - - - - - - ROAD CENTERLINE — — CHANNEL CENTERLINE BERM CENTERLINE — — — — - LIMITS OF DISTURBANCE LOD DRAINAGE DIVIDE UTILITY POLE ADA ACCESS PATH AND LANDING r ► �► ' DETECTABLE WARNING STRIP SIGN —� —� 12 4 PARKING/HANDICAP PARKING COUNTER 26 3 ENTRYWAY/INGRESS/EGRESS SYMBOL TREE 1 1 0 0 o SHRUB O+ CONCRETE BMP RIPRAP ABBREVIATIONS AC ACRES LVC LENGTH OF VERTICAL CURVE ADJ ADJUST MAX MAXIMUM APPROX APPROXIMATE MIN MINIMUM BC BACK OF CURB ME MATCH EXISTING BLDG BUILDING NIC NOT IN CONTRACT BM BENCHMARK N.T.S. NOT TO SCALE BVCS BEGIN VERTICAL CURVE STATION OC ON CENTER BVCE BEGIN VERTICAL CURVE ELEVATION OD OUTSIDE DIAMETER BW BOTTOM OF WALL O/S OFFSET CL CENTERLINE PC POINT OF CURVATURE CF CUBIC FEET PCC POINT OF COMPOUND CURVATURE CG CURB AND GUTTER PI POINT OF INTERSECTION CONC CONCRETE PRC POINT OF REVERSE CURVATURE D OR A DELTA ANGLE PROP PROPOSED DIA DIAMETER PT POINT OF TANGENCY EC EDGE OF CONCRETE PVC POINT OF VERTICAL CURVATURE / EG EXISTING GRADE POLYVINYL CHLORIDE EL/ELEV ELEVATION PVI POINT OF VERTICAL INTERSECTION EP EDGE OF PAVEMENT PVT POINT OF VERTICAL TANGENCY EVCS END VERTICAL CURVE STATION R RADIUS EVCE END VERTICAL CURVE ELEVATION ROW RIGHT-OF-WAY EX EXISTING SAN SANITARY SEWER FG FINISHED GRADE SCH SCHEDULE (PIPE WALL THICKNESS) FIND FOUNDATION SD STORM DRAIN GRVL GRAVEL SF SQUARE FEET HC HANDICAP SMH SANITARY MANHOLE HP HIGH POINT STA STATION ID INSIDE DIAMETER SW SIDEWALK IRR IRRIGATION TC TOP OF CURB INV INVERT TEMP TEMPORARY LAT LATERAL THT THROAT LF LINEAR FEET TW TOP OF WALL LOD LIMITS OF DISTURBANCE TYP TYPICAL LP LOW POINT WSEL WATER SURFACE ELEVATION PARKING CALCULATION: PROPOSED BUILDINGS SERVE AND SUPPORT EXISTING CAMP USES AND DO NOT HAVE OR CREATE ANY PARKING NEEDS. STAFF UTILIZE GOLF CARTS FOR TRANSPORTATION THROUGHOUT THE PROPERTY. THE SITE PLAN IMPROVEMENTS INCLUDE DEDICATED GOLF CART PARKING SPACES. NG I 540.6,5 OhE :. EXISTING.SAN/ Al? YL/NE C / I j �OMMLL 5 06 � �■ � \ � � I III I / � I ■ � / �5 � �� > \ \ � � FP `. \. •\ I/ s�\ III I � I � y548 - Jo .54/.8 - 9.vi /l�-iii■ ■� s�� I 1 \ 39.43 ■1242040 I II rn 54L4�. { M 552 FIELD RUN TOPO SUGGESTS ----- \ \ �\ �\\■■�•■�� ■■ \\ \ �553-: MANAGED SLOPES ROAD.I I I \ \ I p 554 — F COUNTY DEFINED PRESERVED \ \ \ \ � \ \ l 5 8. 6 / SLOPES DO NOT CORRESPOND \ \ \ \ TO RENAIN\ / 555 — WITH FIELD SHOT TOPOGRAPHY \ \ \\ \\\ 542 7 \ \ \ \ \ \ \ A // ■i■7i■�■■ ■■■Z■3■■■�■■■OEM ■"■■i■■*■■ ■■ ht'J00 GR9i/EL o \ / x ;48 DRIVE wgogEE�vC\ \ NTHIS EXHIBIT REPRESENT THE DISCREPANCY BETWEEN THE COUNTY GIS OVERLAY FOR PRESERVED SLOPES AND THE FIELD RUN TOPOGRAPHY IN CRITICAL SLOPE EXHIBIT WHICH SUGGESTS MANAGED SLOPES ALONG THE EXISTING ROADWAY. BASED ON THIS INFORMATION THERE IS NO DISTURBANCE OF PRESERVED SLOPES AS A PART OF THIS WORK. REFER TO SHEET C2.0 EXISTING CONDITIONS AND DEMOLITION PLAN FOR FURTHER DETAIL RELATED TO THE 1" = 20': 0 20 40 PROPOSED DISTURBANCE IN THIS AREA. w 0 Q U W z J Q Z_ Q C'3 ~ J � LU J 0 tz2 ( ) LU 0 J Q _ LL F- O z C Z G Z:) U 0 t'a Z EtC uj z Z uj z 0 Q ZD U Q 0 w v J 0 z Q 0 w 0 w TH OF--vt 31>012023 Z� DANIEL C. HYER Y LIC. 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CITY OF CHARLOTTESVILLE mom ZONED: RURAL AREAS AREA: 979.72AC /i V\\/ '/ /TMF.- 07500-00-00-06200RAGGED MOUNTAIN RESERVOIR DAM INUNDATION ZONE OWNER: CITY OF CHARLOTTESVILLE DAM INUNDATION ZONE AREA:46.98ACZONEDRURAL AREAS \ \WNER. RI WATER AND SEWER AUTHORITYJ (\� l/TMP.' 07500-00-00 047C2 OZONED.RURAL AREAS IN 111111(L��((111�111 eo AI AREA: 0.4 9 AC \ /- _ce ((7iDAM INUNDATION Z/—�///l�///%�/ O///� N// /I l I/ l E /�/j//// // / 110 / RWPOBUFFE-_,e \ / l-=--,W/ 100-YR FLOODPLAIN�il \\l (/ / 471 OWNERHOLIDA/0TMP.0750-=000ILSY TRAlNC ZONED: RURAL AREAS\ AREA: 50.38AC DAM INUNDATION ZONE-\ LCAMP HOLIDAY / ILAKE //z \ ) \PROPOSED LIMITS OF DISTURBANCE TMP. 07500 00 00-05800 MTR07500-00-00-047D0 OWNER CITYOFCHARLOTTESVILLE ZONED: RURAL AREASOWNERTRUSTEE OF THE DAVID REA: 59.63 ACANEWELL GOODWINREV TRUST RURAL AREASZONED. x\\ AREA: i /�\\=/t���,r j/,. //i.XA\\ � AII()h�i-> %/BUFFER -77�/ -/ T35'REAR— —__ ) / / DAM INUNDATION ZONE/1/ WPO BUFFER s �I � � Ii � � / ,I - _ 11 \\1���=J/III QiNOVERALL SITE MAP 1" = 140': 0 140 280 W z J J Q z < z Q ~ J LU LLI LLJ U)w cf) J m J 0 < Q_ F— LL O cr Z Z 0 o U � TH OF--vt 31>00V3 DANIEL C. HYER Z� Y LIC. No. 45596 kS17I0NAL ENS` APPROVED SUBMISSION NO. 1 PROJECT 2206006 T H E W 0 R K O F L I N E + G R A D E SXAL 010 12HIC20 / / STEEP 540.45 SLOPES / i J 2CHR20 FE MT 53L 44 /✓ i /, / ✓ / i \ \ / \ 75L oc 5 \ I I \\L I \ \ \ \ \ 1 T-22 0led / 530.68 53 . 9 / 532.60 �.y2 / �� �. GRAVEL DEC : \ \ \\ \ I I I l I 18R0210/5,7/y� /. j /.�//� ._ l / \ \ \\ \ 5' \ �i \ \ :� 1/✓ / I ) I l FFE\53L 7/ x-__- P���/ , / �// / / / J ,y34� / ; a.■�. �*'....... — _ _ — — — _ 46\ \ \ 1� 1 _� � � X I , , / / , l l y y I , l l 40.7 �0 ROCK : ��0 = / / / / ' S33g c REMOVE CONCRETE PAD\WOO WALL / o 537 27/.7/ 5y4 1 J\ �✓17/�� �l l /RE E TREE 35 54/ �DONC.lRlA54 / BER STEPS - / / _ ■ _ STORY FRAME #705 . E WOOD FENCE O FREEZER ■ HOLIDAY TRAMS LN W1 I l2 529.20 I / l I / / - I i / / M / / ■ AS M NT RELOCATE WALK-IN - L / 0.42 ` ■ / I 5 I > / 5 0 / / / // �2L0 20 ■ _ FREEZER r:riX. ■ -f 38 6 / 3, / �............... ............... .. I J2H h� X , JC2 X o I✓ III p _ .... ■. � S REMOVE WHEEL STOPS l Hl 541 — �` 539.Sj EXISTING / j \ Gc� l / / lE�$STING' lr DUMPSTER \ \ '' SiANI FA�7 I I I I /� AREA' / / I_ 54f.47 ■. \5� \.: REMOVE ASPHALTPAVING 1 / l lP/A E'Y lNE I I I I I I I 5 9.49 / T . LOD 9934 SF 121� 5/ / / / l l iaHrc25 / I / � / I I ( ,542, � — ■ \. ��'c I 1 \\ l 1 / / / ,.. /.' . \ ■ GRAVEL /IRT fPATH / / I j / ■\ . .. \ GRAVEL LOT TO BE \\\ y40 / \ i ■. N REGRADED AND REPAVED \: \.\ I .I; l• 1 / V 50F�. 74 i % \■ v \ I0 / / / / �'� A3 ..:.. \ ■ REMOVE KIOSK 642 DVER 1NG 1 _ 540.63 �/ /' / \ ■ RELOCATE ABOVE GROUND r / // yk3 ■ I PROPANE STORAGE \ COORDINATE J i / M F �R. \. �547 06 \. \ RELOCATION OF s �OPIM \ WITHCARRIERONLINE / /� 2�30/ / /. T q\ �..� ■ \. '—CO/yM_ \ T_2P084IN I REMOVE MOVE TIMBER WALL . ■■yS■A— 545.33 Qsr ■ I _\\PP \\\\\ FP REMOVE KIOSKS EX%S \ \I \ II I \\ 5/L35 L/548 - .544 541,RANI 47I /JJp �4 �8POP39 2� — 548 \ \ \\ \\ \ L REMOVE TREE / V ■ 1 \ \ \ \ \ \ \ �. .43 ■ �� 124204 \ \ \ \� / ■ I I REM549OVE�WHEELs I I \ I I \ N J 3TO PS /2HA6<O \ \\ \\ \ � '. �. ■ \ I III I \ \ N N \ \ \ y \ REMOVE TREE — \ \ ■ \ \ \ \ \ 660 /552� --\\ \ \\\\�\\\ :■■M�N ■■■■■.■�, \ 1 \ N \ "C20�553-■-� :- 61) \ OR/ / 554 — ■— — \ \ DpE t V1538. 36 \ \ N \ \ \ \ — M I \ \ 5 H" APPROXIMATE LIMITS OF TO RE A" \ / /// / /// / / yyA / \ I / 555 — ■- H \ EXCAVATION /542. 7 / / / / yy6 , — — / — ■ Is T\ ` REMOVE TREE 27UX035 / I � ■■■ir■■�■■i■■■■�■a■■■�■■■■�■■■ ■�■■■i■■�■■�■■ \ \ \ \ \ \ \ \ \ \ \ \ \ �.\' \ IL / r P2 /NE20 \\ \ — \ \ \ \ \ \ \ \ \ \ �� \ \ \ EX^REEL\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STE \s\\\ \ \\\\\ \\\\\\ \ \ \ \\ \ S\P S\ \ \� o\ \\ \ \ \ \ y . \ \WQOC\FC�VC \ 559 s EXISTING CONDITIONS AND DEMOLITION PLAN 1" = 10': 0 10 20 w 0 Q W z J t3 z ttC uj z z uj Q O J 2 LLI 0 v) O 0 O U z w TH OF--vt 31>012023 Z� DANIEL C. HYER Y LIC. No. 45596 �SSIONAL SN6\ APPROVED SUBMISSION NO. 1 PROJECT 2206006 T H E W 0 R K O F L I N E + G R A D E C2m0 �zoC7r wart /GRA \ \ \ \ \\ \ / SLE / i $RO30/ / i — — — — — \ S4a WOOD D5Li(� 12H1C20 / / / � � —\ / — / / / / // 530.73 STEEP / / / / i — \ \♦ ,1 \ \ \ \ \ \ \ \ \ \ \\ \ \ \ 540.45 — 2CHR20 / / — ' / �, // i / E7VT 53L44 1 �\ �1 1 � 528. \ � 530.68 - I I I I I / S�PA,9A20 53 . 9. / 532. 60 WQ�D 6rL�F'�S _ \ \ - VERED L — I III I I / i 52 / / �� GRAVEL / I _ \ \— i OOD \ I 3/5. 0 I I I I I \ \t 53,:7/ VTER— C�JC // •r: / /// / / 4/ J 25.8/' 6\ \ P� / / .••. / / / / J "53 / / — _ _ — — — \ FF 40.7� \ \ \ 1 � I _I \ ' I � I / / / / / / / � / / / / / / / / / ` y3y / 25.83' �0 WALL / / h0 / / / / / y36 / o4J.di \WOOGi QP / _ \ ( � �\ \ � ✓ \� l I I l l l / � l l � / l / / / l -537 A 27.71/ y30 / / / / / / / / y38" - -640, 1 \ l� / 22 6 / l l l \ ti 0, s E / I �3 I / / , , l , / �R`� DEL / / / m _ PROPOSED ADDITION TO m (( ✓ / I v :.;•/ / / / hhti / / / / i / / / ,?YPOP DINING HALL (668 SF) REFER00 �'18 �4 / / / / / / / BER STEPS TO ARCH. PLANS N l STORY FRAME #705 HOL IDA Y TRAIL S LN W1 12 BASEMENT 529.20 EXIST CONC. S/W EXISTING DINING HALL I L13! 6 60 50.62 l x I I \ / / / / / h h i - -'\ x (pI✓ / I 2Hjl2p h36' / PERGOLA COVERED PATIO AREA ER f l G E I I I II ^/ �/ �1-W � /l lh�� l XISTING. // 5¢1 GOLF PAR / ✓ // / x/ // / l 4��� AREA j E J/SIlN©UMRSTER PROPOSED SCREENING WALLS SNItARGiAE I I I II CAMP FLAGPOLE 1 l4 2p5MATERIAL PER ARCH. PLANS 5 9.1 l / 1C225 / / 5.5' y42 r1RT JATH O MODULAR PAVING HARDSCAPE l V 5 74 y41" / WITH UWELL-GRADED GRAVELL�O / / FLUSH CONCRETE �, H D' 24 �0� / / / y FLUSH CONCRETE I BAND EDGE RESTRAINT �O � % � �I BAND EDGE RESTRAINT Q / G-2 C s„62, �qG1 \ SCREENING WALL' Sgs PROPOSED RETAINING WALL S I 20 l7 — F\2 �J MAX HEIGHT = 6', I (REFER TO STRUCTURAL) \ CG 2 PERGOLA COVERED PATIO AREA 6" SANITARY 6 �s6,_ \ CONNECTION EXISTING 1L 22 I8A 150P\ 5 \ \ I 1 I1 511.35 ---SANITARY C, 2nDOMESTIC R lAF— _ / / / 548 - 547, 17 CONNECTION 9. �l I I / 's x I• I I I \ / \ FFE: 442.2560 1 II Fl1/V�� s // / / I 1 / —— •I\ /// / \ 12' y49 54 8 1-550 649/� \ ,kI / 551 FLUSH CONC ETE yy° / O / \ \ \ �\ \\\ \\ BANK EDGE RSTRAI(IT \ 8 1 Ir \ \ \ j \ w 552 — PROPOSED VIED CORNER BUILDING \ \\\ \ INTEGRATE WITH INTEGRATE W TH _ (2'500 SF FOOTPRINT) REFER TO ARCH. PLANS \\ \ \\\ M EXISTING GRAVEL DRIVE I I I 1 \ \\ \ \ \ \ \ \ \ \ \ \ EXISTING GRAVEL DRIVE \ \ \ \ \� \ / \ I I I I \ \ \ N \ \ \ \ \ \ DRIVE i �l 554— — — \ --- \ \ \ \ \ D j y /INV 53\.3\ \ 5 /\ I / 555— — — \ V v542.6 TOR EMAI \ \ \ \ \\ \ \ Wes\ \ \ \\ \ \\ \ \ w \ \ \ \ \ \ \ \ /0� _ — ` \ -PROPOSED RETAINING WALL` \ \ \ \ �� \ \ \ \ \\w" MAX HEIGHT = 14 (REFER TO STRUCTURAL) \ �5x/Ep \ \ \ \ \\ \ \ \ \ \ \ \ LESS I ScQ\ 55T49 _ I / 12PlNE20 \ \ \ \ \ \ ` \P\ ENE o \ \ \ \ \ \ \ \ \ \ \ �sS9\ /h`'9/-- -- \ \ \ \\ \ \\ s -559 SITE PLAN 1° = 10': 0 10 20 LU ta Z uj Z Z uj z J J g z z J ~ Q J > W D_ LLJ U) W r1 0 < J _ O a- z z Z H OF Df�� 0 3�>0�1023 2 V DANIFL C. HYFR 9 LIC. N0. 45596 C• �SSIONAL ENS` APPROVED SUBMISSION1 Nl' 1 PROJECT 9906006 T H E W 0 R h O F L I N E + G R A D E C3mO