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HomeMy WebLinkAboutSDP202000064 Plan - Submittal (First) Minor Amendment 2020-10-05RIO HILL FACADE RENOVAT MINOR SITE PLAN AMENDMENT ALBEMARLE, VIRGINIA PROJECT SUMMARY NAME OF PROJECT: RIO HILL FAgADE IMPROVEMENTS PROJECTADDRESS: 1750 RIO HILL CENTER CHARLOTTESVILLE, VA 22901 DEVELOPMENT TYPE: BY -RIGHT REDEVELOPMENT MAGISTERIAL DISTRICT: RIO PROJECTSUMMARY: THIS PROJECT CONSISTS OF ANCILLARY SITE WORK NECESSARY TO CONSTRUCT FA4ADE IMPROVEMENTS ALONG THE EXISTING STRIP MALL BUILDINGS AT RIO HILL SHOPPING CENTER. WORK WILL BE CONTAINED TO BUILDING FACADES AND SIDEWALKS AT BUILDING ENTRANCES. APPLICANT CONTACT: JIMPAULUS SCT RIO HILL LLC C/O THE SHOPPING CENTER GROUP (TSCG) ADDRESS: 300GALLERIA PARKWAY, 12TH FLOOR ATLANTA, GA 30339 PHONE: (757) 722-2500 EMAIL: JIM.PAULUS@TSCG.COM ENGINEER OF RECORD: CONTACT: LINEANDGRADE CIVIL ENGINEERING DANIELC. HYER, PE ADDRESS: 1134TH STREET NE; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: DHYER@LINE-GRADE.COM SOURCE OF SURVEY AND TOPOGRAPHY: SOURCE: ACTUAL GROUND SURVEY CONTACT: DRAPER ADEN ASSOCIATES CHERYLSTOCKTON ADDRESS: 110AVON STREET CHARLOTTESVILLE, VA 22902 PHONE: 434-295-0700 EMAIL: CSTOCKTON@DAA.COM PARCELS PARCEL I D: 04500-00-00-094AO OWNER: SCT RIO HILL LLC C/O TSCG CONTACT: 300GALLERIA PARKWAY, 12TH FLOOR ATLANTA, GA 30339 ZONED: PLAN NEDDEVELOPMENT SHOPPING CENTER (PD-SC) OVERLAYS: ENTRANCE CORRIDOR, MANAGED STEEP SLOPES, AIRPORT IMPACT AREA PROFFERS: YES. ZMA-1987-00007; ZMA-1994-00023; ZMA-2003-00008 LEGAL AREA: 30.986 AC PROPOSED SITE PLAN REQUIREMENTS ALLOWED OR REQ'D BUILDING HEIGHT: MAX HEIGHT ALLOWED (STEPBACK OF 15 FT AFTER 40 FT OF HEIGHT)= 65 FT MAX EXISTING BUILDING HEIGHT= 32 FT MAX PROPOSED BUILDING HEIGHT = 33 FT SETBACKS: Sec. 4-2aa MIN FRONT BUILDING SETBACK= 10 FT MAX FRONT BUILDING SETBACK = NONE (ABUTS PRINCIPAL ARTERIAL) MIN SIDE AND REAR BUILDING SETBACK (ADJACENTTO RESIDENTIAL/RA/HISTORIC) = 50 FT MIN SIDE AND REAR BUILDING SETBACK (ADJACENTTO COMMERCIAL/INDUSTRIAL) = NONE MAX SIDE AND REAR BUILDING SETBACK = NONE MIN PARKING SETBACK (ADJACENTTO RESIDENTIAL/RA/HISTORIC) = 20 FT MIN PARKING SETBACK (ADJACENTTO FRONTAGE) = 10 FT BUILDING FOOTPRINTS EXISTING BUILDING FOOTPRINT 1= 311,200 SF PROPOSED BUILDING FOOTPRINTZ = 303,800 SF I THIS INCLUDES ALL OVERHANGS, PROJECTIONS, AND CANOPIES. THIS CHANGE IS SOLELY DUE TO CANOPY AND FACADE MODIFICATIONS. NO USEABLE SQUARE FOOTAGE HAS BEEN ADDED OR SUBTRACTED FROM THE EXISTING USES ON THIS PARCEL. LAND USE: EXISTING COMMERCIAL SPACE = PROPOSED COMMERCIAL SPACE _ 249,000 SF NO CHANGE PARKING REQUIRED: EXISTING PARKING SPACES = 1,266 SPACES PROPOSED PARKING SPACES = NO CHANGE TREE CANOPY COVER: EXISTING PER APPROVED SITE PLAN NO CHANGES PROPOSED L LOCATION MAP z J IONS • ! b ` od p w% Cv J C � � 0 � o � • � / p Q / I o. o e 03♦ er ? DO o ap Q� % �a /�'`/S/` d'• O41p '0/O .• �� O �O ® aea��o OtoO 6 a 6 a Q B ® ! 0I Oeo� � • 0 o s•: � � p �+�a 9 O p o s o • . KEY MAP �4 + QQ ems''• e• SEE SHEET C0.3 p�r ❑ + + �d♦� ee 6� e~`+� e �y � j%'%z �6 4 v qN1 L �0a e� O/C \"` • ° Y. O alk ern .o�•oe 0 no o e%2 / �o O (L VICINITY MAP N LOCATION MAP IN SCALE: 1" = 8,000' SCALE: 1" = 1,000' DESIGN INFORMATION: DESIGN MANUALS REFERENCED: VDOT ROAD AND BRIDGE STANDARDS CURRENT EDITION ALBEMARLE COUNTY DESIGN STANDARDS MANUAL ADDITIONAL INFORMATION: DISTURBANCE AREA: 0.03 AC (1,350 SF) NOTE: THE DISTURBANCE AREA ABOVE HAS BEEN CALCULATED BY CONSIDERING THE FOOTPRINTS OF DEMOLISHED COLUMNS AND THE SMALL AMOUNT OF DISTURBANCE (<I FT IN WIDTH) AT THE FACE OF BUILDING ALONG THE LENGTH OF THE PROJECT. WORK TO MODIFY COLUMNS THAT WILL REMAIN AND DEMOLITION OF OVERHANGS HAS NOT BEEN CONSIDERED DISTURBANCE FOR THE PURPOSES OF THIS PROJECT. SHEET LIST TABLE SHEET NUMBER SHEET TITLE CO.0 TITLE SHEET C0.1 GENERAL NOTES CO.2 GENERAL NOTES CO.3 EXISTING CONDITIONS AND KEY MAP C1.0 DEMOLITION PLAN -SOUTH C1.1 DEMOLITION PLAN -SOUTHWEST C1.2 DEMOLITION PLAN - NORTH C2.0 SITE PLAN - SOUTH C2.1 SITE PLAN - SOUTHWEST C2.2 SITE PLAN - NORTH XO.0 SURVEY X0.1 SURVEY XO.2 SURVEY XO.3 SURVEY XO.4 SURVEY 15 TOTAL SHEETS SUBMITTAL LOG SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE 1 1ST SUBMISSION DEPT. OF COMMUNITY 10/05/2020 DEVELOPMENT W z W W Qz z W U W z J VJ z O H Qw O z Q zwz Lil 2 p cr Q L.L i L LJ Z Lu Q J UQ ww Q H m ILL (n Q O 2 � O 1.. L LI L1J L LI DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE p,1,TH Op G1�F' DEPARTMENT OF ENGINEERING DATE off° v%5/2020 U DANIEL C. HYER Y Lic. No. 45596 DEPARTMENT OF ZONING DATE �IONAL EN6% APPROVED DCH FIRE MARSHALL DATE SUBMISSION NO. 1 PROJECT 20020004 T H E W 0 R K O F ALBEMARLE COUNTY SERVICE AUTHORITY DATE LINE + GRAD E VIRGINIA DEPARTMENT OF HEALTH DATE Como GENERAL CONSTRUCTION NOTES: UTI LITI ES: 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 BYTHE 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. GENERAL SURVEY NOTES: TOPOGRAPHY SOURCE: ACTUAL GROUND SURVEY (SEE ATTACHED SURVEY) BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED) VERTICAL: NAVD-88 (GPS DERIVED) BENCHMARKS: SUGGESTED CONSTRUCTION SEOUENCING: 1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES. 2. INSTALL PERIMETER CONTROL MEASURES AS INDICATED ON PLANS INCLUDING SAFETY FENCE, SILT FENCE, AND TREE PROTECTION. 3. CLEAR AND GRUB EXISTING GROUND COVER AND DEMOLISH EXISTING ITEMS MARKED FOR DEMOLITION. 4. GRADE SITE TO FINAL GRADES PER PLANS. 5. FORM AND INSTALL CONCRETE WORK. 6. STABILIZE ALL AREAS AND REPAIR ANY EROSION AND REMOVE ANY SEDIMENT. 7. INSTALL REMAINING SITE FEATURES. 8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER. 9. REMOVE PERIMETER CONTROL MEASURES. Lm W z J W z O I- Q CW G O a z LLw z LIJ c� Q 0' W LLi Q J � Q U W w Q L m LL (n Q J Iz J 0 - z C O rm rid TH Op LLI 0 z LIJ fW V DANIEL C. HYER 9 Lic. No. 45596, ZONAL E� APPROVED DCH SUBMISSION W 1 PROJECI 20020004 THE WORT, 01 L I N E + G R A D E LEGEND PROPOSED EXISTING PARKING TABULATIONS: PARKING REQUIRED W S SANITARY CENTERLINE S CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES W WATER CENTERLINE fl 184.12.6 SHOPPING CENTER 4.5 SPACES PER 1,000 SF OF LEASABLE GFA 249 1,121 Q TOTAL REQUIRED: 1,121 STORM SEWER HANDICAP REQUIRED: 45 GAS GAS LINE - PARKING PROVIDED CODE REF. SPACE TYPE REQUIRED SPACES *EXISTING SPACES UGE UNDERGROUND POWER L/GE STANDARD 1,076 1,220 HANDICAP 45 46 1,266 OOMM UNDERGROUND COMMUNICATIONS - TOTALS: 1,121 *NOTE: THE CALCULATIONS SHOWN ABOVE ARE FOR INFORMATIONAL PURPOSES ONLY. NO CHANGES TO EXISTING PARKING SPACES ARE PROPOSED. OVHD OVERHEAD UTILITY OVHO (D 382 CONTOUR LINE -382- LAND COVER TABULATIONS: CURB/CURB AND GUTTER PRE -DEVELOPMENT POST -DEVELOPMENT SQ. FT. AC. % OF SITE SQ. FT. AC. % OF SITE SPILL CURB WITH TRANSITION AREA ONSITE PERVIOUS COVER 295,118 6.775 22% 295,118 6.775 22% ONSITE IMPERVIOUS COVER 1,054,636 24.211 78% 1,054,636 24.211 78% uj PAVEMENT MARKING LINE TOTAL SITE AREA: 1,349,754 30.986 100% 1,349,754 30.986 100% *NOTE: THE TABLE SHOWN ABOVE IS FOR INFORMATIONAL PURPOSES ONLY. NO CHANGES TO LAND COVER IS PROPOSED. BUILDING LINE BUILDING OVERHEAD/PROJECTION WALL TREELINE I PROPERTY LINE I I EASEMENT LINE -- - - - - - -- BUILDING SETBACK LINE - - - - - - - -- I ROAD CENTERLINE I I CHANNEL CENTERLINE — BERM CENTERLINE �— h - LOD LIMITS OF DISTURBANCE DRAINAGE DIVIDE UTILITY POLE _y ► ADA ACCESS PATH AND LANDING -� SIGN 12 4 PARKING/HANDICAP PARKING COUNTER 3 ENTRYWAY/INGRESS/EGRESS SYMBOL s TREE 00 O SHRUB CONCRETE BMP R I PRAP ALIGNMENT/GRADING ABBREVIATIONS BC BACK OF CURB HP HIGH POINT PVC POINT OF VERTICAL CURVATURE BR BOTTOM OF RAMP INV INVERT PVI POINT OF VERTICAL INTERSECTION BVCS BEGIN VERTICAL CURVE STATION L LENGTH PVT POINT OF VERTICAL TANGENCY BVCE BEGIN VERTICAL CURVE ELEVATION LP LOW POINT R RADIUS BW BOTTOM OF WALL LVC LENGTH OF VERTICAL CURVATURE TAN TANGENT DISTANCE D OR A DELTA ANGLE PC POINT OF CURVATURE TC TOP OF CURB EG EXISTING GRADE PCC POINT OF COMPOUND CURVATURE THT THROAT EP EDGE OF PAVEMENT PI POINT OF INTERSECTION TR TOP OF RAMP EVCS END VERTICAL CURVE STATION PNT POINT TW TOP OF WALL EVCE END VERTICAL CURVE ELEVATION PR PROPOSED ELEVATION STA STATION FG FINISHED GRADE PRC POINT OF REVERSE CURVATURE SP SADDLE POINT FL FLOWLINE PT POINT OF TANGENCY OFF OFFSET STANDARD ABBREVIATIONS ABAN ABANDON FIND FOUNDATION PVMT PAVEMENT AC ACRES GRVL GRAVEL PM PAVEMENT MARKING ADJ ADJUST HC HANDICAP REM REMOVE APPROX APPROXIMATE ID INSIDE DIAMETER ROW RIGHT-OF-WAY ASPH ASPHALT LA LANDSCAPED AREA RT RIGHT Q BASELINE LF LINEAR FEET R&D REMOVE AND DISPOSE BLDG BUILDING LOD LIMITS OF DISTURBANCE R&R REMOVE AND RESET BM BENCHMARK LT LEFT R&S REMOVE AND STACK rL CENTERLINE MAX MAXIMUM SB SOUTHBOUND CF CUBIC FEET MIN MINIMUM SF SQUARE FEET CG CURB AND GUTTER ME MATCH EXISTING SSD STOPPING SIGHT DISTANCE CONC CONCRETE NIC NOT IN CONTRACT STA STATION CONST CONSTRUCTION N.T.S. NOT TO SCALE SW SIDEWALK DI DROP INLET NB NORTHBOUND TEMP TEMPORARY ONO DO NOT DISTURB OC ON CENTER TRANS TRANSITION EB EASTBOUND OD OUTSIDE DIAMETER TYP TYPICAL EL ELEVATION PRKG PARKING WB WESTBOUND EX EXISTING PROJ PROP PROJECT PROPOSED WSEL WATER SURFACE ELEVATION VJ z 0 Q LIJ O Z Q z w cz_ LLJ c cr Q L.L > L LJ Z Lu Q J U Lu w Q H m LL cn Q 0 2 � O Lu 0 z Q Lu fLu V TH Op� 7%512020 21 DANIEL C. HYER Y Lic. No. 45596, 70NAL E� APPROVED DCH SUBMISSION NO. 1 PROJECT 20020004 T H E W 0 R K O F L I N E + G R A D E COm2 _ �\ \ \ W OK DRIVE \ OODBRO \ 5 \ PARCEL ID: 045CO-02-00-00200 \ Z 'r. - DB/PG: 16951005 _ OWNER KOHR BROTHERS INC \ Q ZONE PLANNED DEVEL 0 ENT Lu SH010FING CENTER 40 —tom -.l. 45 r---_ D LRCEL L W ---- - -O -- a — —----------------- '7°'. PARC /D: 04500-00-00-093CC \ \ '___--------'£RRT----L---- -- RETURN �l \ ER- W 5201/l33 \ 39 � °OWNER W4 PROPERTIES �0 1 5a CHARLOTTESVILLELLC1ZONED: PLANNED DEVELOPMENT 45CO-02-00-0030037 iSHOPP/NG CENTER \ : 2433/746\WUSE OFFICE \ \ L /AIDE HOUSING INC ED DEVELOPMENT / I 1 " RCP Z lNJ \ USE COMMERC/AL > .0 pvc PARCEL 1D: °' l/ \ L 04500-00-00-093A1 I I I � /g" PV , y\ OWNER WILLIAMS,�y� MARK I OR CYNTHIA L I 36 I r� \ W ZONED: Cl O I pvc USE: COMMERCIAL to TppsH a _ I� \ COMPACTOR IZ— loo NOGER I jI �1 AREA OF MANAGED \ \ -�l STEEP SLOPES PER \ c IIZ S n ° `/ P / m/ w COUNTY GIS (TYP) N \ 10 y vv N cl PARCEL 0: 47 I 1 ° 6A P 04500-00-00-10800 DB/PG:20191243 OWNER- VON LLC I 35 ZONED: Cl USE. COMMERCIAL I 1s \ sss I END OF CONSTRUC-TION J� E /9 VACANT .,:. I I a ? I `�/ \� � � — m PARCEL lD: 04500-00-00-094A0 J 4 II / 66 THE OB/PG: 4134//99 � \ ! ' CK OVEN II OWNER SC Rl0 HILL L L C C/O lAJ I �I / 96 ONE MAIN I I \ I / I / ROSENTHAL PROPERTIES \ LIMCE/ALEAF I I N �Il ZONE.- PLANNED DEVEL OPMENT ELEV. FNNORTH VIEW 2 SHOPPING CENTER CHISEL 4 E9D� 5sa9u 3R0E \ \ \ I �= rN1A9/ ESTAURANT ocuReuSE: COMMERCIAL RCP TRO8 _ (SHEETS C1.2/C2.2) �11101 \ \ SMO THIS CAFE 18" cn RCP II I I I� U 1 I I / ��� \ \ 6 \ z 18" RCP � l95 VACANT y I I I I i a\ ' � --_ �1 � / /�,, „�' z� q � PARCEL lD: 04500-00-00-094C0 e RC \\ \ w y , m� \ b DB/PG: 5/64/62 Q I y• I I I I I I I I OWNER F98D LLC ZONED. PLANNED SNCER O 0 Q MANAGED STEEF z SOUTH VIEW 1 USE COMMERCIAL LLI Z Q SL OPES FROM _ \ — GISrTYPJ \ ` �'i I I I I SHEETS C1.0 C2.0) w Cn 11 I I z \ 1 COMPAC R (I I r. I �/ F -z� y.. \ z v VAc�w�I�� r W Q J O 7 ~ Q '8 _ W W 0 SOUTH VIEW 2 '� iIL � Q O 1510 NORTH VIEW 1 / �� \ 27 ,Z,. 28 J f M U (SHEETS C1.0/C2.0) - . PARCEL ID: 04500-DO-00-095,40 -' 1 (SHEETS C 1. 2/ C 2.2) R OB/PG: 1128/650 \ 19Z8 FFORDAeLE OWNER COUNTY SCHOOL BOARD pV OFALSEMARLE \ i \ \ l 5° /E 4 /y— 12 UPS O ZONED: R6 \ �� \ I EL USE' PUBLIC r A CENTS Fl _ h / COMP TOR OQ ) \ v/� 6 ✓ i �' / .. N. SQ i 7920 R ; � I ��,. �\\ � JG � � 31 ( \ � /� 65 \\ 0��� I VACANT , SOUTHWEST VIEW 1 — I ° e 0 °d W (SHEETS C1.1/C2.1) 32 1 5EA Ty SSO] 01 . z \ P CPS .... ,.•..c� SOIL LEGEND MAP UNIT / \ P CEL ID. ` \�\ \\ BppV / \\\ 1 / ~ SYMBOL MAP UNIT NAME p3 045C 00-00-09442 \ \ f Q r.. % 276 ELIOAK LOAM, 2-7%SLOPES 0/0 OWNS : PARKSIDE l LLC 27C ELIOAK LOAM, 7-15%SLOPES NEIGHBORHOOD j' PARCEL ID: 04500-00-00-09490 28C3 ELIOAK CLAY LOAM, 7-15% SLOPES, PARCEL 1D: 04500-00-00-09400 m \ M DEL DISTRICT * �, SEVERELY ERODED L � � `-�P � / OB/PG: /465//69 OB/PG: 6971223 US : UNASSIGNED �� \` OWNER CMA PROPERTIES INC ° \ \ 34B GLENELG LOAM, 2-7/o SLOPES i OWNER• COUNTY OF ALBEMARLE "`' 2g ZONED: HIGHW4 Y COMMERCIAL COUNTY OFFICE B / PARCEL ID: ) � tiJ 20 a ��=1 USE- COMMERCIAL 34C GLENELG LOAM, 7-15% SLOPES ZONED: R6 04500-00-00-09441 � HOPE USE. FOREST OB/PG: 3/16/3/0 F J— 34D GLENELG LOAM, 15-25%SLOPES /� SF�o y sTFFo zz \ OWNER PARKSIDE l LLC / \ c<s 39C HAZEL LOAM, 7-15%SLOPES ZONED.' NEIGHBORHOOD �TyAJ AREA OF MANAGED 39D HAZEL LOAM, 15-25%SLOPES MODEL DISTR/CT / STEEP SLOPES PER \ USE.• FOREST i COUNTY GIS (TYP) 65B FAIRVIEW SANDY LOAM, 2-7%SLOPE 1� EXISTING CONDITIONS AND KEY MAP 1" = 60': 0 60 120 65C FAIRVIEW SANDY LOAM, 7-15%SLOP 88 UDORTHENTS, LOAMY, 2-25%SLOPE S \ �PLTH OF D 0 101002020 r2 D DANIEL C. HYER 9 Lic. No. 45596 HYDROLOGIC o SOIL GROUP �4 B 'SIGNAL ENd� B B APPROVED DCH B SUBMISSION W 1 B PROJECI 20020004 B THE WORrl 01 B L I IN + G R A D E B S B ES B C 0 ■ ^ B Jl DEMOLITION LEGEND 1766 HLiR BLOCK 769 HA/R CUTTERY /774 0, JNN - Vr uj AREA OF CANOPY DEMOLITION Z AREA OF COLUMN DEMOLITION OR MODIFICATION D REMOVE COLUMN COMPLETELY = Lu OA (SEE DETAIL A/SHEET C1.1) z Lu O MODIFY/CLAD COLUMN m cn m Z (SEE DETAIL B/SHEET C1.1) m I I II (7 T I ° D DEMOLITION AT EX. BUILDING FACE AS REQUIRED TO INSTALL PROPOSED FACADE Z I SEE ARCHITECTURAL PLANS = Lu (TYP, ENTIRE 1,250 LF OF PROJECT) c_ v S1 S2 S3 4. m S5 > v I L I Lu 7 \ ...-.--..r \ 7 > � v • J •---�-- .I 7. > � �__ �---�---2-- >I 1 \ > z 1� DEMOLISH CANOPY ABOVE J i.7 7 (. 7 p D D. \. -. ' . y \ \---�--- ---a�i----'"'---- --_ --- _ _ 7-Z--- 7 1 1 -.... ----� ------ 7 1 7 >7 1 _ _ // 7 > \ a T "I", .-->---C---- 17,' 1 7 7 \ T 7 >. 7 .. I L�¢.L1�_. Zz1� \ \ . A NO PARKING FIRE LANE ; EX. CURB RAMP EIRELANE CANOPY PORTION TO BE MODIFIED/CLAD SEE ARCHITECTURAL PLANS Z Ocn — \ yJ��g I 1 - — 495 \ W {1� {✓ W � W W W y. z — — 495 - — z SOUTH VIEW 1 ILL]z 1" = 101: 0 10 20 Q 0 /78B FLATO S CLOSE- 1190 FIVE BELOW 1800 12dC/f 1700P1 SHOES /80g CZ. EA 19I2 CHANDLER'S BA/EERY1,316 STACY'S MUSIC 1820 WEICHT WATCHERS 1824 ICANT 1836 CATO Fd, ,/,.A/ z LLJ Z 2 NW L L Q Q 3 1 W Q J a_ x 0 J � z mcf) O W m m Q ~ m m n x LL (n Q DEMOLITION AT EX. BUILDING FACE AS REQUIRED TO INSTALL PROPOSED FACADE z "' J o J O 2 SEE ARCHITECTURAL PLANS cn x (TYP, ENTIRE 1,250 LF OF PROJECT) W m S5 5. S6 37 S8 S9 10 10. m O Q c� N pi ll h �J O 11 O l ly v it l( W . y MML D D DEMOLISH CANOaA13OVE/..A t, , TH Op B - B B A A - - - - - B Dr \ kAMP t,A- I FIRE LANE X. CURMP B RA 'pp \ O 1%5�2010 r'2 ' \ CANOPY PORTION TO BE MODIFIED/CLAD / U DANIEL C. HYER 9 \ SEE ARCHITECTURAL PLANS ' \ LIC. No. 45596 \ �^ 'gLNNAL EN � 330 O \ APPROVED DCH \ \ " —39n— SUBMISSION W 1 PROJECI 20020004 `300 o y' THE WORD OF rn \ / ' rn / LINE + GRADE SOUTH VIEW cimo 1" = 10': 0 10 20 N nFMnl ITInN I F(,FNn AREA OF CANOPY DEMOLITION AREA OF COLUMN DEMOLITION OR MODIFICATION REMOVE COLUMN COMPLETELY (SEE DETAIL A/SHEET C1.1) MODIFY/CLAD COLUMN (SEE DETAIL B/SHEET C1.1) SOUTHWEST VIEW 1" = 10': 0 10 20 DEMOLISH EX. WINGWALLS, CANOPY, AND COLUMNS TO GROUND LEVEL AND TO EX. BUILDING LINE (SEE ARCH. PLANS FOR EXACT LIMITS OF DEMOLITION) EX CANOPY/WINGWALLS AND OTHER FORMS BEYOND DISCONNECT AND REMOVE EX. LIGHT FIXTURES x" ROOF D/FAIN F4O/V CANOPY INSTALL PROP. PLANTER OVER DISTURBED AREA LEFT BY COLUMN DEMOLITION EX. 1 _ -!i i I 'E FLRE 4/SLE LANE SIDEWALK SUILDINC REMAIN I MAINTAIN 7' MIN. EX, SIDEWALK TO REMAIN PRESERVE EX. ROOF DRAIN UNDER SIDEWALK. CUT OFF AT GRADE AND CONNECT TO PROP. PLANTER BOTTOM DEMOLISH PORTIONS OF EX. WINGWALLS AND CANOPY ABOVE. CUT OFF AND MODIFY COLUMNS TO SUPPORT PROPOSED ARCHITECTURE. (SEE ARCH. PLANS FOR SPECIFIC MODIFICATIONS TO EX. STRUCTURE) EX CANOPY/WINGWALLS AND OTHER FORMS BEYOND DISCONNECT AND REMOVE EX. LIGHT FIXTURES EX. RJOF DR.iN I FROM CANOPYI ONE OR BOTH COLUMNS TO REMAIN TO = SUPPORT PROPOSED ARCHITECTURE. ) SEE PLAN VIEW FOR SPECIFIC COLUMNS 1 TO REMAIN. SEE ARCH. FOR CUTOFF - I = 1 HEIGHT AND MODIFICATIONS. i I t 6 E FIRE 4/SLE LANE EX. COVERED SIDEWALK EX BUILDING TO REMAIN L EX, SIDEWALK TO REMAIN PRESERVE EX. ROOF DRAIN IN COLUMNS WHERE COLUMN REMAINS. CONNECT TO PROPOSED CANOPIES WHERE APPLICABLE. ABANDON IN PLACE WHERE NOT IN USE. NOTES: 1. PEDESTRIAN ACCESS SHALL BE PROVIDED ALONG EXISTING SIDEWALK AT ALL TIMES DURING CONSTRUCTION. 2. SCAFFOLDING SHALL COMPLY WITH APPLICABLE OSHA REGULATIONS. 3. SCAFFOLDING SHALL PROVIDE KICKER ON OUTER EDGE OF DECKING TO PROTECT ROADWAY AND EDGE OF SIDEWALK FROM FALLING DEBRIS. 4. CONTRACTOR TO COORDINATE WITH OWNER WHICH RETAIL LOCATIONS WILL REMAIN OPEN DURING CONSTRUCTION (AND WILL THUS NEED PEDESTRIAN ACCESS TO ENTRYWAY). 5. SCAFFOLDING SHALL PROVIDE AN AREA FOR TEMPORARY RETAIL SIGNAGE AT LOCATIONS WHERE RETAIL WILL REMAIN OPEN DURING CONSTRUCTION. AREA OF WOI TEMPORARY SCAFFOLDING 6r DRIVE EX. f AISLE FIRE ANE z F- 5' MIN. MAINTAIN PEDESTRIAN ACCESS TO RETAIL WHERE APPLICABLE REQUIRED AREA CONCRETE PATCH (VARIES,, S SEE PLAN) FINISH TO MATCH 4" CONCRETE SLAB 4" AGGREGATE EXISTING BASE (VDOT 21A) REINFORCED WITH WWF 6"x6" W 2.9 x W 2.9 SLOPE TO MATCH EXISTING I I I TIE TO - I = -I I-_ i- 111 BUILDING EX. CONCRETE I I _ EX. CONCRETE TE lI -- SAWCUT AT NEAREST JOINT IN EXISTING CONCRE- -I�i__ =III-1=�41 =1=III-III-I I=1 I-III=III-1 11 1 EX. SUBGRADE W a Lb- U) z 0 z Q w 0 Z Q z LLJ z w75;p cr < w z LLi 0 J Uww Q H m LL FT Q O 2 0 1-111111 U) w 2 0 z J z 0 F- ,J 2 w 0 TH Op� 1%512020 21 DANIEL C. HYER Y Lic. No. 45596, ZONAL E� APPROVED DCH SUBMISSION NO. 1 PROJECT 20020004 T H E W 0 R K O F L I N E + G R A D E ODEMOLITION DETAIL A O DEMOLITION DETAIL B O PEDESTRIAN PROTECTION DETAIL O TYPICAL CONCRETE PATCH c 1. 1 DEMOLITION LEGEND v D \ I I AREA OF CANOPY DEMOLITION Z AREA OF COLUMN DEMOLITION OR D w _ MODIFICATION REMOVE COLUMN COMPLETELY v 1900 HERTZ 904 SgLLY BEgUTY SUFf'L )' /90& W/NE 1912 VACAA/T 920 RENT A CENTER 192,9AFFORDABLE DENTURES s w Lu (SEE DETAIL A/SHEET C1.1) COLUMN \ D F- N Z OB W (SEEMODDETAIL B (SEE DETAIL B/SHEET C1.1) I I — \ Lu w (7 D DEMOLITION AT EX. BUILDING FACE AS REQUIRED TO INSTALL PROPOSED FACADE m z D I SEE ARCHITECTURAL PLANS Lu h p ° ° (TYP, ENTIRE 1,250 LF OF PROJECT) c=� .. Dv v 1 W%j 3 4 W5 Q W6IT _ A A v " T; i �rI > r D co m I V w w DEMOLISH CLOCKTOWER AND COLUMNS 6. W A A - —_-- B., a B_ I° /BRO SL/IV TaN CITY u DEMOLISH CANOPY ABOVE d a a d —A — e-- -- --—r— -- — — --- — A. ° A A A A A A FIRE LANE l ti I A EX CURB RAMP 1 o � o MATCHLQ S VIEW 1/C1.1 / � I / 2 2' NORTH VIEW w 1 uC ill 10': 0 10 20 Q O 0 z 0 Q w2( z LU F- _ w z Lil 1950 VACANT 1954 TROPICAL 1956 LIME LEAF 1962 ONE MAIN 1966 THE /970 VACANT _ SMOOTHIE CAFE THAI RESTAURANT FINANC/AL BRICK OVEN 0 J Z Q U � m ILL, ~ ' W w LL�Q J L J O z DEMOLITION AT EX. BUILDING FACE AS REQUIRED TO INSTALL PROPOSED FACADE O Uv SEE ARCHITECTURAL PLANS _ z (TYP, ENTIRE 1,250 LF OF PROJECT) = w � 6� 8 W9 1 10. 1 11.12. 1 � 0 T � o, c 71 _ a DEMOLISH CANOPY ABOVE �Q _7� ° ° d � DEMOLISH CANOPY ABOVE 1 d " d y T • A A A A A -- -- A A A A A A -- --- - FIRE LANE \ ----------' 1 1 ��t�,THOp`r� O� a 1 1%5�2010 2 EX. CURB RAMP EX. 4 SPH4L T RAMP _ U 9 \ \ cp D A N I E L C. H YE R Lic. No. 45596 1 \ m 0 h A I n 'gLNNAL �Nd O I Z \ 1 �� ��-o / W APPROVED DCH - W {{� `✓ SUBMISSION N"1 w z / PROJECI 20020004 THE W O R k OF L I N E + G R A D E U' NORTH VIEW Clm2 1" = 10': 0 10 20 16 - LINE+GRAo': 768 HAIR -I IT64 Y 1766 H&R 9LOCK CUTTERY /774 O NLu gyp. I, 1 z d I I > ? Z I I II m m CJ' � I m m Z W J P I I I 01 I I ) v 1 o I 57� LF EX. STOREFRONT TO REMAIN - �I I - � 50 LF EX. STOREFRONT TO REMAIN 41 LF NEW ENTRYWAY AND STOREFRONT 23 LF EX. STOREFRONT TO REMAIN ( I — _-�_ — 7— 17— —7 7. ' —EX. ADA PATH-. —' — . z — _ \ is �> 7— . _' 7. — — — > — • • — _ — _ _ i — 7 7 —7 7 . Z- - __-_.-".2__ - 1 7 .> I 1 > 7 7 1 > / 7 1 > \ i V. I D I --Y---.--7-Z-�7-� 7 j I _` .�...�� 7 \ \ 7 7 ' 7 I .. 7 > > 7 1 I \ 7 7 7 1 . 7 ) �� 1 > ` a 7 ` 1 > 7 1 �__ _. 7. 7 7 > > ? 7 7® > N PARKING FIRE LANE EX. CURB RAMP FIRE LANE PROP. PLANTER OVER — DISTURBANCE LEFT BY — — COLUMN (TYP) \ a 495 W {i W W W iV W f>l W — W i✓ — — 495 - — SOUTH VIEW O: w ::1 1" = 101: 0 10 20 Q Oz Q 1789 FLATO'S CL OSET 1790 FNE BELOW /800 RACK ROOM SHOES /808 CLEANERS 18/2 CHANDLER'S 6AKERY 1916 STACY'S MUSIC 1820 WEIGHT WATCHERS /924 V lC4NjW z LLJ Z 2 O Nw L.L Q W Q J z 0 i QQ Q n Q J = U w w r Z > LZ m Lij m m < m r z J J O m m on = S5 5. S7; S8 10 10.5 0 n N F' RONT LF EX. STOREF TO REMAIN 48 LF EX. STOREFRONT TO REMAIN 20 LF TO REMAIN STOREFRONT 49 LF EX. STOREFRONT TO REMAIN 48 LF EX. STOREFRONT TO REMAIN LF EX. STOREFRONT TO REMAIN 69 LF EX. STOREFRONT TO REMAIN 58 ► ► .' . � II 7 - 7 n °► I ° DLL— —____ 7D ��v ° b _ -7iwL °"i0ce' I V. .�. EX. ADA PATH p > I> 71 p t1,TH OF - -- — — — — — — G UC. — — D r.Q \ EX URB RAMP I I FIRE LANE CURB RAMP /O a \ o 101002020 2 PLANTER OVER U DANIEL C. HYER 9 DISTURBANCE LEFT BY COLUMN (1YP) Lic. No. 45596 ,o i 'S/NNAL ECG _ \ \ 390 - APPROVED DCH 3017 33n- ��y, - - W W W I SUBMISSION W 1 300 o y' PROJEC I 20020004 THE W0R1,. 01 LINE + GRADt / > L I h0 / — SOUTH VIEW C2m0 1" = 10': 0 10 20 N SOUTHWEST VIEW 1" = 10': 0 10 20 PROP. FACADE IMPROVEMENTS (VARIES, SEE ARCH.) PROP. SIGNAGE (VARIES, SEE ARCH.) PROP. LIGHT FIXTURES (VARIES, SEE ARCH.) 11ENOVA TED SUILDING PROP. PLANTER (SEE ARCH. FOR DETAIL) OPROPOSED SECTION BOTH COLUMNS REMOVED PROP. FACADE IMPROVEMENTS (VARIES, SEE ARCH.) PROP. SIGNAGE - (VARIES, SEE ARCH.) I EX. COLUMN TO REMAIN - (MODIFICATION VARIES, SEE ARCH.) PROP. LIGHT FIXTURES (VARIES, SEE ARCH.) PROP. PLANTER (SEE ARCH. FOR DETAIL) EX. COLUMN ADJACENT TO BUILDING TO REMAIN (MODIFICATION VARIES, SEE ARCH.) i 9FNOVA TED I BUILDING I OPROPOSED SECTION COLUMN ON FACE REMAINS PROP. FACADE IMPROVEMENTS (VARIES, SEE ARCH.) PROP. SIGNAGE (VARIES, SEE ARCH.) EX. COLUMNS TO REMAIN (MODIFICATION VARIES, SEE ARCH.) OPROPOSED SECTION BOTH COLUMNS REMAIN 1864 KYCTO RESTAURANT 1972 VA ABC REMAIN - I � 38.48 LF EX. STOREFRONT TO REMAIN v NEW ENTRY - o; LOCATION EX. ENTRY LOCATION TO REMAIN (TYP) a PROP. PLANTER OVER DISTURBANCE LEFT BY COLUMN (TYP) fF T r I / m / m m L m / 'N\ 76 VACANT U) z O Q O z w Ir 0 U Q LL 1100 J 2 W 0 W z F- w 2 Z Q LLJ z 2(p QLLi Q J J � 2 LLI w H m �Q ry O Z 110 z W W z U' z ut W �O V J Q J n W H yI TH Op� >%512020 21 DANIEL C. HYER Y Lic. No.45596t /ONAL E� APPROVED DCH SUBMISSION NO. 1 PROJECT 20020004 T H E W 0 R K O F L I N E + G R A D E C2ml lb - LINE+GRAu ° to p I I 0 W Z DI ' p \ cy O I I R 1904 SALLY BEAUTY SUP:AL Y 190E WINE 1912 VACANT 1920 RENT A CENTER 1928 AFFORDABLE DENTURES � w W ° I w W Z i oo q w w / p \ w Z Z CONTRACTOR TO REPLACE CONCRETE IN a W KIND AT FORMER COLUMN LOCATIONS (THIS AREA ONLY). SAWCUT AT EXISTING J W JOINTS. CONTRACTOR TO MATCH EXISTING W2 R CONCRETE COLOR AND FINISH. > a ' U ° EX. ENTRY LOCATION D v (0 TO REMAIN (TYP) I w 38 LF EX. STOREFRONT TO REMAIN 39 LF EX. STOREFRONT TO REMAIN 38 LF EX. STOREFRONT TO REMAIN 39 LF EX. STOREFRONT TO REMAIN 39 L v umlD. p .. • 4 /880 SUN TAN CITY —EX._ADA PATH. a�_ ^ _-• — — — — �_ o — — z 1 ° �p I FIRE LANE I I I Ice, PROP. PLANTER OVER I NEW ENTRY / \ DISTURBANCE LEFT BY I ti I LOCATION EX CURB RAMP COLUMN (TYP) ") ID v \ Q Q I NEW ENTRY LOCATION IY MATCH NE SEE SHEET C2.1 D cn NORTH VIEW w 12' ill= 10': 0 10 20 Q C O z Q ( O LZ 2 1940 VACANT /954 TROPICAL 1950 VACANT SMOOTHIE CAFE 1958 LIME LEAF 1962 ONE MAIN 1966 THE THAT RESTAURANT FINANCIAL BRICK OVEN 1970 VACANT z 0LLi J —i z LLJ Q w U w w � w w Z Q m L.L Q W J J of � a J O (n N W7 W9 1 10. 1 11, 1 12. _O L.L r es 39 LF NEW ENTRYWAY AND STOREFRONT 38 LF EX. STOREFRONT TO REMAIN 40 LF NEW ENTRYWAY AND STOREFRONT � 40 LF EX. STOREFRONT TO REMAIN 38 LF EX. STOREFRONT TO REMAIN 38 LF EX. STOREFRONT TO REMAIN ----- -----_ —.__------- ----- -- -- -----------•---- —EX. ADA PATH — • . _. — e— —� —_ — — _, I - I TH 0 FIRE LANs a EX. CURB RAMP PROP. PLANTER OVER EX ASPHALT ,4AMP ` �O 101002020 2 U 9 6ANIEL C. \ r \ DISTURBANCE LEFT BY cp LiC. No. 45596 596 1 a \\ COLUMN (TYP) � �j o I 'SLNNAL 1 I \ `✓ �� ��- APPROVED DCH - W {{� W // SUBMISSION W 1 PROJECI 20020004 THE W O R k OF c it ci= L I IN + G R A D E NORTH VIEW C2m2 2 1" = 10': 0 10 20 NOTES: 1.) SOURCE OF MERIDIAN: NAD83 BASED UPON GIPS OBSERVATION BY DRAPER ADEN ASSOCIATES. 2.) VERTICAL DATUM: NAVD88 BASED UPON GIPS OBSERVATION BY DRAPER ADEN ASSOCIATES. 3.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT OR TITLE REPORT AND ALL EASEMENTS AND ENCUMBRANCES THAT MIGHT BE DISCLOSED IN A TITLE SEARCH MAY NOT BE SHOWN. 4.) UTILITIES SHOWN ARE BASED UPON: -SUE QUALITY LEVEL D, ASCE 38-02 - COMPILED RECORDS ONLY _ SUE QUALITY LEVEL C, ASCE 38-02 - VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED RECORDS. X SUE QUALITY LEVEL B, ASCE 38-02 - FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY DRAPER ADEN ASSOCIATES. _ SUE QUALITY LEVEL A, ASCE 38-02 - TEST PITS AT LOCATIONS SHOWN HEREON PERFORMED BY (DAA; OTHER) IN CONJUNCTION WITH FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY (DAA; MISS UTILITY, TICKET # ; OTHER), VISIBLE EVIDENCE AND COMPILED RECORDS. NO SUE WAS PERFORMED OR REQUESTED FOR THIS SURVEY. UTILITIES SHOWN HEREON ARE BASED ON FIELD OBSERVATION ONLY. 5.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF CHERYL STOCKTON FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON AUGUST 25 - SEPTEMBER 14, 2020; AND THAT THIS PLAT AND/OR MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 6.) CONTOUR INTERVAL: 1'. 7.) THIS SURVEY WAS PREPARED FOR LINE + GRADE. DRAPER ADEN ASSOCIATES ASSUMES NO LIABILITY FOR REUSE OR MODIFICATION OF THIS DOCUMENT. 8.) PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION. 9.) DRAPER ADEN ASSOCIATES PROVIDES BENCHMARKS FOR THE CONSTRUCTION OF THE IMPROVEMENTS SHOWN ON THESE PLANS. ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE TO EXISTING CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, FINISH FLOOR ELEVATIONS, ELEVATIONS ON MANHOLES, ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS (HORIZONTAL POINTS PROVIDED) OR ANY OTHER POINTS FOR CONSTRUCTION OTHER THAN THE PROVIDED BENCHMARKS. FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS COULD RESULT IN DAMAGES AND ADDITIONAL COST THAT ARE THE CONTRACTOR'S RESPONSIBILITY. 10.) THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE X BASED ON A SCALED LOCATION ON FIRM PANEL #51003CO278D EFFECTIVE DATE 2/4/2005. THIS FLOOD DETERMINATION IS NOT A RECOMMENDATION BY DRAPER ADEN ASSOCIATES TO NOT PURCHASE OR PURCHASE FLOOD INSURANCE COVERAGE AND DOES NOT IMPLY THAT THE REFERENCED PROPERTY WILL OR WILL NOT BE FREE FROM FLOOD DAMAGE. 11.) MATTERS PERTAINING TO ARCHEOLOGICAL OR HISTORIC FEATURES, WETLANDS OR FLOOD CONDITIONS, IF ANY, HAVE NOT BEEN ADDRESSED AS PART OF THIS SURVEY. LEGEND ------- PROPERTY LINE O TELEPHONE PEDESTAL ❑f ELECTRIC BOX -------1000 ----- CONTOUR TELEPHONE MANHOLE -4 GUY POLE a GAS LINE ® TELEPHONE BOX ELECTRIC MARKER - ^ - OVERHEAD POWER -6- FIRE HYDRANT ELECTRICAL MANHOLE -_=-®a- SANITARY SEWER AND MANHOLE 0 WATER VALVES UTILITY POLE STORM LINE AND MANHOLE m WATER METER ❑E ELECTRIC TRANSFORMER STORM LINE AND INLET 0° WELL )�r, GROUND LIGHT -" UNDERGROUND CABLE TV `* BENCHMARK -O- LIGHT POLE UNDERGROUND ELECTRIC 0 BOLLARD m FIBER OPTIC PEDESTAL UNDERGROUND TELEPHONE O ROD FOUND ❑F FIBER OPTIC HANDHOLE -" UNDERGROUND FIBER OPTIC ❑ MONUMENT FOUND A GAS VENT u n k UNKNOWN UTILITY SIGN (1-POST) O GAS VALVE WATERLINE SIGN (2-POST) Z GAS METER fly ASPHALT -F 1561.3 SPOT ELEVATION O SEWER CLEAN OUT BUILDING DECIDUOUS TREE O WOOD POST -x-x - FENCE (AS NOTED) �I / EVERGREEN TREE @ METAL POST - STREAM SHRUB GRAVEL TREELINE °<. CONCRETE STORM LEGEND 1O GRATE INLET 93 GRATE INLET 25 CURB INLET 37 GRATE INLET 7® GRATE INLET K�<ZYL A. STVCH'1'(7N TOP=523.84 TOP=499.39 TOP=493.68 TOP=515.89 TOP=51.2.13 Lio. No. 2425 INV. IN=520.24 18" RCP (NW) INV. IN=493-79 36" RCP (NW) INV. IN=489.05 24" RCP (NW) INV. IN=509.69 24" RCP (SW) INV. OUT=507.00 12" RCP (SE) INV. OUT=520.2418" RCP (SE) INV. OUT=493.59 36" RCP (SE) INV. IN=488.71 12" RCP (N) INV. OUT=509.41 24" RCP (SE) 10/0212020 INV. OUT=4B8.41 30" RCP (SE) 70 TRENCH DRAIN O O2 MANHOLE 14. GRATE INLET 38 CURB INLET TOP=508.49 TOP=521.89 TOP=493.40 '26 CURB INLET TOP--516.59 INV. OUT=506.83 6" PVC (SW) V�i) s, U Rv INV. IN=516.39 4" DI (SW) INV. IN=487.32 36" RCP (NW) TOP=494.70 INV. IN=508.60 24" RCP (NW) INV. IN=517.23 12" RCP (SW) INV. IN=487.45 18" RCP (NW) INV. IN=486A2 30" RCP (NW) INV. OUT=50829 24" RCP (SE) 48 GRATE INLET INV. IN=507.12 18" RCP (NW) INV. OUT=487.11 36" RCP (SE) INV. IN=487.00 12" RCP (NW) TOP=504.79 INV. IN=520.35 4" DI (NE) INV. OUT=485.70 30" RCP (E) 39 GRATE INLET INV. OUT=499.64 12" RCP (NE) /^ N INV. IN=517.26 15" RCP (NE) 15 GRATE INLET TOP=515,92 VJ V c = INV. OUT=507.11 33" RCP (SE) TOP=500.36 TRENCHDRAIN INV. IN=507.87 24" RCP (NW) 49 CURB INLET n Z •� o INV. IN=499.20 4" Cl (SE) TOP=492.28 INV, IN=507.9715" RCP (NW) TOP=498.39 ai O3 GRATE INLET INV. OUT=495.16 18" RCP (SE) INV. OUT=491.10 15" CPP (NW) INV, OUT=507.62 24" RCP (SE) INV. IN=492.06 30" RCP.(NW) p� Z = > m TOP=511.98 INV. OUT=491.76 30" RCP (E) E m INV. IN=507.11 33" RCP (NW) 16 GRATE INLET 27 GRATE INLET 40 CURB INLET ? m t :c INV. IN=506.68 18" RCP (SE) TOP=493.40 TOP=493.42 TOP=518,16 50 GRATE INLET • !� •® d 'C is INV. OUT=506.54 33" RCP (SW) INV. IN=491.39 4" Cl (SE) INV. IN=483.13 12" RCP (SE) INV. IN=512.98 15" RCP (NE) TOP=498.68 r , V� d R 0 •`- INV.IN=486.24 36" RCP (NW) INV. IN=483.22 30" RCP (W) INV. OUT=512.06 15" RCP (S) CENTERLINE=t470.6 W LL Z > ® GRATE INLET INV. OUT=486.20 36" RCP (SE) INV. OUT=483.17 30" RCP (N) O w w w TOP=512.16 "`30" RCP OUT IS HIGHER THAN 12" RCP IN" 42 CURB INLET 51 30" RCP FLARED END SECTION INV. IN=511.28 4" CI (NE) 17 GRATE INLET -STANDING WATER"" TOP=505.04 INV. 468.79 j INV. OUT=507.45 18" RCP (NW) TOP=494.84 INV. IN=500.61 24" RCP (NW) yj INV. IN=484.67 36" RCP (NW) 28 MANHOLE INV. IN=500.55 15" RCP (NE) 52 MANHOLE OS CURB INLET INV. IN=493.19 4" Cl (NE) TOP=492.55 INV. IN=500.4912" RCP (SE) TOP=499.66 .ti 0 TOP= 511.70 INV. OUT=473.01 42" RCP (SE) INV. OUT=486.20 12" RCP (NW) INV, OUT=499.66 30" RCP (SW) INV. OUT=496.23 15" RCP (SW) ? •p" co W INV. IN=505.46 33" RCP (NE) c c INV. IN= 509.93 4" Cl (E) 18 42" RCP FLARED END SECTION 29 GRATE INLET 43 GRATE INLET 53 CURB INLET w 0 0. INV. IN=505.86 12" RCP (SE) INV: 471.08 TOP=493.64 TOP=504,99 TOP=499.16 .c u E INV. OUT--505.26 33" RCP (S) INV. IN=480.79 30" RCP (S) INV. IN=500.94 12" RCP (SE) INV. IN=495.96 12" CPP (SW) �( K .9 = 19 CURB INLET INV. OUT=467.89 30" RCP (NE) INV. OUT-500.94 12" RCP (NW) INV. IN=496.0815" RCP (NE) /�� 5A TRENCH DRAIN TOP=505.49 "STANDING WATER'" INV. OUT=494.96 15" RCP (SE) \V ' w w TOP= 509.81 INV. IN=499.43 18" RCP (NW) ® 30" RCP FLARED END SECTION N INV. OUT=NOT ACCESSIBLE 4" Cl (W) INV. IN=503.88 4" Cl (NE) INV.=471.28 CURB INLET 53 CURB INLET INV. OUT=499.41 18" RCP (SE) TOP=504,78 TOP=503.67 O GRATE INLET 31 MANHOLE INV. OUT=500.97 12" RCP (SE) INV. OUT=496.70 12" CPP (NE) Ln � TOP=507.98 19. GRATE INLET TOP=493.89 O LO INV. IN=502.6833" RCP (N) TOP=507.39 INV. OUT=490.65 15" RCP (SW) 45 CURB INLET® GRATE INLET tt. • N N INV. OUT=502.53 33" RCP (S) INV. IN=506.78 4" CI(E) TOP=508.11 TOP=497.88 !� bq d "' a E INV. OUT=506.78 4" Cl (SW) 32 MANHOLE INV. IN=503.4715" RCP (NE) INV. IN=494.73 15" RCP (NW) d Q c„) O7 MANHOLE TOP=494.20 INV. OUT=50324 15" RCP (SW) INV. IN=494.6715" RCP (N)� > a v TOP=506.45 19 TRENCHDRAIN INV. IN=487.41 15" RCP (NE) INV. OUT=494.15 15" RCP (SW) N d xx t0 INV. IN=501.36 24" RCP (NW) TOP=507.31 INV. OUT=48720 15" RCP (SE) 46 MANHOLE C INV. IN=500.81 33" RCP (N) INV. OUT=506.75 4" Cl (W) TOP=507,95 55 CURB INLET > > LL 2 INV. OUT=500.37 36" RCP (SE) O MANHOLE INV. OUT=503.86 18" RCP (SW) TOP=503.59 o Q d OG S CURB INLET TOP=523.39 INV. IN=495.51 12 20 " RCP (SW) [� 52 ® 01�MANHOLE TOP=504.59 INV. OUT=518.1615" RCP (SW) 47 GRATE INLET INV. IN=495.36 15" RCP (NW) r a 9 TOP=515.36 INV. IN=496.99 18" RCP (NW) TOP=504.37 INV. OUT=495.2815" RCP (SE) d of INV. IN=506.21 15" RCP (W) INV. OUT=495.72 18" RCP (SE) ® GRATE INLET INV, IN=498.0918" RCP (SW) V N INV. IN=504.36 15" RCP (NW) TOP=516.29 INV, IN=497.77 30" RCP (NE) 55 MANHOLE a INV. OUT=504.25 24" RCP (SE) 21 CURB INLET INV. OUT=512.43 15" RCP (NE) INV. OUT=497.64 30" RCP (SE) TOP=504.29 a TOP=503.55 INV. IN=497.00 12" RCP (SW) O9 CURB INLET INV. IN=500.1615" CPP (SW) O CURB INLET 7® GRATE INLET INV. IN=497.0715" RCP (NW) TOP=529.00 INV. IN=495.27 18" RCP (NW) TOP=516.40 TOP=505.66 INV. OUT=496.88 15" RCP (SE) INV. OUT=525.1215" RCP (E) INV. OUT=495.12 18" RCP (E) INV. IN=511.85 15" RCP (SW) INV. IN=499.5412" RCP (SW) INV. OUT=511.22 18" RCP (NE) INV. IN=499.3915" RCP (NW) 56 CURB INLET 10 15" RCP FLARED END SECTION MANHOLE INV. OUT=499.4218" RCP (NE) TOP=503.78 6iio INV. 511.96 TOP=510.82 ® CURB INLET `"18" RCP OUT IS HIGHER THAN 15" RCP IN"" INV. OUT=499.43 15" RCP (SE) INV. IN=502.02 15" CPP (SE) TOP=516.68 -STANDING WATER' 11 MANHOLE INV. OUT=501.30 15" CPP (NE) INV. IN=510.50 12" RCP (SE) 57 CURB INLET TOP=506.92 INV. IN-509.95 24" RCP (SW) 47B MANHOLE TOP=501.86 INV. IN=499.37 36" RCP (NW) 23 MANHOLE INV. OUT=509.80 24" RCP (NE) TOP=507,66 INV. OUT=498.14 12" RCP (NE) INV. OUT=498.56 36" RCP (SE) TOP=507.80 INV. IN=501.4412" RCP (NW) INV. OUT=502.86 15" CPP (NW) TRENCHDRAIN INV, IN=505.40 6" PVC (NE) 12 GRATE INLET TOP=514.16 INV, OUT=501.56 15" RCP (SE) TOP=503.66 24 GRATE INLET INV. OUT=511.08 12" RCP (NW) "15" RCP OUT IS HIGHER THAN 12" RCP AND 6" PVC IN"" INV. IN--502.66 4" Cl (SE) TOP=500.57 -STANDING WATER" INV. IN=497.40 36" RCP (NW) INV. IN=491.3618" RCP (W) INV. OUT=496.85 36" RCP (SE) INV.: OUT=490.97 24" RCP (SE) LL O z O rr Ir SANITARY LEGEND O � 0- Z OA MANHOLE OD MANHOLE OH MANHOLE OK MANHOLE ON MANHOLE Q W TOP--524.08 TOP=509.13 TOP=495.73 TOP=503.74 TOP=487.51 / \ INV. IN=510.70 8" PVC (SW) INV. IN=497.32 8" PVC (NW) INV. IN=486.14 10" PVC (NW) INV. IN=495.74 8" PVC (NW) INV. IN=483.68 8" PVC (NW) z v INV. IN=511-55 8" PVC (NE) INV. OUT=49720 8" PVC (SW) INV. OUT=485.93 10" PVC (SE) INV. IN=495.39 8" PVC (NE) INV. OUT=483.56 8" PVC (SW) O INV. OUT=510.37 8" PVC (SE) INV. OUT-OO 494.53 8" PVC (SE) R OE MANHOLE (D MANHOLE MANHOLE v MANHOLE TOP=505.73 TOP=493.36 © MANHOLE TOP=505.35 TOP=518.15 INV. IN=495.72 8" PVC (NE) INV.. IN=481.84 10" PVC (NW) TOP=499.56 INV. IN=501.91 4" PVC (W) Z INV. IN=507.95 8" PVC (NW) INV. OUT=495.63 8" PVC (SE) INV. IN=482.35 8" PVC (N) INV. IN=489.35 8" PVC (NW) INV. OUT=501.81 8" PVC (SE) W INV. IN=510.07 8" PVC (N) INV. OUT=481.60 10" PVC (SE) INV. OUT=489.23 8" PVC (SE) \ INV. IN�07.35 8" PVC (SE) OF MANHOLE / Q INV. OUT=507.30 8" PVC (SW) TOP=504.51 OJ MANHOLE OM MANHOLE rr z INV. IN=493.50 8" PVC (NW) TOP=502.57 TOP=499.22 In _ MANHOLE INV. OUT=493.24 10" PVC (SE) INV.. IN=497.66 8" PVC (NE) INV. IN=488.66 8" PVC (NW) D (!) TOP=514.45 INV. IN=497.89 8" PVC (E) INV. IN=490.61 8" PVC (NE) r ^ O m INV. IN=502.74 8" PVC (NE) © MANHOLE INV. OUT=496.49 8" PVC (SW) INV. OUT=488.66 8" PVC (SE) V J INV. OUT=502.60 B" PVC (SE) TOP=506.07 > INV. IN=487.6510" PVC (NW) U INV. OUT=487.30 10" PVC (SE) ' A v Jl z Q J o -_ LU O < OLU p - 00 Q n rv�n��w�n DRAPER ADEN ASSOCIATES REVIEW THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: NAME: Hunter Witt 9/18/2020 SURVEY PARTY CHIEF SIGNATURE DATE NAME: ED BUCHANAN UTILITY ENGINEER SIGNATURE NAME: JESSICA KEYTON :IZ 9/22/ DATE E DESIGNED BY: DRAWN BY: JDK CHECKED BY: CAS SCALE: AS NOTED DATE: 09/14/2020 PROJECT NUMBER: 20060140-010503 GUY WIRE NAME: CHERYL STOCKTON QUALITY REVIEWER 9/18/: SIGNATURE DATE SHEET 1 OF 5 ,Z TH 0 D \o� �6c�cT N� \\ U C ST ON y \\ Lic. 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No. 2425 10/0212020 ,IV SUR K m> I„ Z c t v Z m Z E m Eto „ • !'�1 � �® m 'C as @ o ti K a Z � > o 0 K w c 0 c E rL E Ku m 2 V m o N N N d`"a E >au Cl� st m � ILv o Q mo t w own n^ R o r m CID vt Cl) a LL O O _ I— Ir 1 1 1 17�1 1 0— W z U O o w Z Ir n D �- z C/) O m U 2 _ C/) z z Q J o — = w � O 0 w O I— m Q RFVISICINC DESIGNED BY: DRAWN BY: JDK CHECKED BY: CAS SCALE: DATE: 09/14/2020 PROJECT NUMBER: 20060140-010503 SHEET 3 OF 5 i I —11 .�, SOLO 22 �15" HDPE — — — — ---- 1 I 1 J / / sco\\fit? I sco j r/a/- \\� H / (I ' / I — / -- / p 15 w 60 1 inch = 30 ft. COCKTON Lic. 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