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HomeMy WebLinkAboutSDP202000064 Plan - Approved Minor Amendment 2021-03-19V 2 V l" - Ll", L+G RIO HILL FACADE RENOVATIONS MINOR SITE PLAN AMENDMENT ALBEMARLE, VIRGINIA PROJECT SUMMARY NAME OF PROJECT: RIO HILL FACADE IMPROVEMENTS PROJECT ADDRESS: 1750 RIO HILL CENTER CHARLOTTESVILLE, VA 22901 DEVELOPMENT TYPE: BY -RIGHT REDEVELOPMENT MAGISTERIAL DISTRICT: RIO PROJECTSUMMARY: THIS PROJECT CONSISTS OF ANCILLARY SITE WORK NECESSARYTO CONSTRUCT FACADE 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/OWNER: ENGINEER OF RECORD: CONTACT: JIM PAULUS SCT RIO HILL LLC C/O THE SHOPPING CENTER GROUP (TSCG) ADDRESS: 300 GALLERIA PARKWAY, 12TH FLOOR ATLANTA, GA 30339 PHONE: (757) 722-2500 EMAIL: JIM.PAULUS@TSCG.COM CONTACT: LINE AND GRADE CIVIL ENGINEERING DANIEL C. HYER, PE ADDRESS: 113 4TH STREET N E; STE 100 CHARLOTTESVILLE, VA 22902 PHONE: 434-262-0169 EMAIL: DHYER@LINE-GRADE.COM SOURCE OF SURVEYANDTOPOGRAPHY: PARCELS: SOURCE: ACTUAL GROUND SURVEY CONTACT: DRAPER ADEN ASSOCIATES CHERYL STOCKTON ADDRESS: 110AVON STREET CHARLOTTESVILLE, VA 22902 PHONE: 434-295-070-0 EMAIL: CSTOCKTON@DAA.COM PARCEL ID: 04500-00-00-094AO OWN ER: SCT RIO HILL LLC C/O TSCG CONTACT: 300GALLERIA PARKWAY, 12TH FLOOR ATLANTA, GA 30339 ZONED: PLANNED DEVELOPMENT 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 BUILDING HEIGHT: SETBACKS: MAX HEIGHT ALLOWED (STEP BACK OF 15 FT AFTER 40 FT OF HEIGHT)= MAX EXISTING BUILDING HEIGHT= MAX PROPOSED BUILDING HEIGHT = Sec. 4-20.a MIN FRONT BUILDING SETBACK = MAX FRONT BUILDING SETBACK = MIN SIDE AND REAR BUILDING SETBACK (ADJACENTTO RESIDENTIAL/RA/HISTORIC) = MIN SIDE AND REAR BUILDING SETBACK (ADJACENTTQ COMMERCIAL/INDUSTRIAL) = MAX SIDE AND REAR BUILDING SETBACK = MIN PARKING SETBACK (ADJACENTTQ RES[DENTIAL/RA/HISTORIC) _ MIN PARKING SETBACK (ADJACENTTQ FRONTAGE) = BUILDING FOOTPRINTS: EXISTING BUILDING FOOTPRINT1= PROPOSED BUILDING FOOTPRINT, _ j THIS INCLUDES ALL OVERHANGS, PROJECTIONS, AND CANOPIES. 2 THIS CHANGE IS SOLELY DUE TO CANOPY AND FAr ADE 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 _ PARKING REQUIRED: EXISTING PARKING SPACES = PROPOSED PARKING SPACES = TREE CANOPY COVER: ALLOWED OR REQ'D 65 FT 32 FT 33 FT 10 FT NONE (ABUTS PRINCIPAL ARTERIAL) 50 FT NONE NONE 20 FT 10 FT 311,200 SF 303,800 SF 249,000 SF NO CHANGE 1,266 SPACES NO CHANGE EXISTING PER APPROVED SITE PLAN NO CHANGES PROPOSED LOCATION MAP j VICINITY MAP ; SCALE: 1" = 8,000' LOCATION MAP ; 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: 0.035 AC (1,506 SF) NOTE: THE DISTURBANCE AREA ABOVE HAS BEEN CALCULATED BY CONSIDERING THE FOOTPRINTS OF DEMOLISHED COLUMNS AND THE SMALL AMOUNT OF DISTURBANCE (<1 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 SHEETTITLE CO.0 TITLE SH EET CO.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.O SURVEY X0.1 SURVEY XQ.2 SURVEY XO.3 SURVEY XO.4 SURVEY 15 TOTAL SH EETS SUBMITTAL LOG SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE 1 1STSUBMISSION DEPT. OF COMMUNITY 10/05/2020 DEVELOPMENT 2 ARB REVISIONS DEPT. OF COMMUNITY 12/21/2020 DEVELOPM ENT 3 ARB REVISIONS DEPT. OF COMMUNITY 03/02/2021 DEVELOPMENT lit 2 t nPPAPUMPKIT nF a r II1\I(; Ar\In (-nnnNAI IniiTv nFVFI nPNAFr\IT nATF DEPARTMENT OF ENGINEE ING DATE DEPARTMENT OF ZONING DATE FIRE MARSHALL DATE ALBEMARLE COUNTY SERVI I CE AUTHORITY DATE VIRGINIA DEPARTMENT OF HEALTH DATE i I I uj W Z o_ �-- � W G o�Q W Z W 2� Q L Q 1 01-1 75 W Lu < m LL U) o z z o� W y L Lu Lu f V z W o �r W W U) W J I— TH pF-r 0,31012021 10 v DANIEL C. HYER Lic. No. 45596 .1 r A<z:! f ON AL t—*'A APPROVED DCH SUBMISSION NO. 3 PROJECT 20020004 T H E W 0 R K 0 E L I N E + G R A D E ME CONCRETE AND ASPHALT: GENERAL CONSTRUCTION NOTES: 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 NOTIFYTHE 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 OFTHE 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 OFTHE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE REPAIRED TO THE FULL SATISFACTION OFTHE OWNER AND ENGINEER, ATTHE 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. ALLALTERNATE 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. 28, BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x 131. 29. WORK AFFECTING PUBLIC SAFETY M UST ALSO COMPLY WITH CHAPTERS 32 AND 33 OFTHE VIRGINIA CONSTRUCTION CODE. 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 INSTALLAND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OFTHE PROJECT; AND ROUTINELY CHECK CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS. UTILITIES: 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 GUARANTEETHE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OFANY 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 FI LL 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 TH E 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 1-0 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. ALLSTORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OFTHE 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 BYTHE 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 NOTIFYTRANSIT PROVIDERS A MINIMUM OFTWO 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 OFTEMPORARY 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 STAN DAR DS. 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 OFTRAFFIC. 7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OFTHE 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 SEQUENCING: pm] vJ z 0 �- I- w 0 Q z w z w Q W L J C� F-- 00 Q 0 Z z G 0 tit ) W 0 z Q LLJ z fiW V DANIEL C. HYER Lic. No. 45596 .0 p i��, f oNAL �J APPROVED DCH SUBMISSION NO. 3 PROJECT 20020004 1. PROTECT ADJACENT AREAS FROM DAMAGE DUE TO CONSTRUCTION ACTIVITIES. T H E W 0 R K O F 2. INSTALL PERIMETER CONTROL MEASURES AS INDICATED ON PLANS INCLUDING SAFETY FENCE, SILT FENCE, AND TREE PROTECTION. L I N E + G R A D E 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.t�Il 7. INSTALL REMAINING SITE FEATURES. con 8. DRESS AND OVERSEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER. 9. REMOVE PERIMETER CONTROL MEASURES. LLG LEGEND PROPOSED EXISTING PARKING TABULATIONS: - SANITARY CENTERLI N E PARKING REQUIRED uj CODE REF. USE REQUIRED RATE QUANTITY REQUIRED SPACES W WATER CENTERLINE 18-4.12.6 SHOPPING CENTER 4.5 SPACES PER 1,000 SF OF LEASABLE GFA 249 1,121 TOTAL REQUIRED: 1,121 STORM SEWER HANDICAP REQUIRED: 45 GAS LINE PARKING PROVIDED 6AS -�---i��9'-°•--�--�- CODE REF. SPACE TYPE REQUIRED SPACES EXISTING SPACES WE UNDERGROUND POWER - UGE - - - -- - STANDARD 1,076 1,217 HANDICAP 45 46 COMM UNDERGROUND COMMUNICATIONS C6HIV- - - - -- TOTALS: 1,121 1,263 MHD OVERHEAD UTILITY -� 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 xx H� 19 �IJ SPILL CURB WITH TRANSITION AREA ; ` k3ltlili� 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 ti4=>v TOTAL SITE AREA: 1,349,754 30.986 100% 1,349,754 30.986 100% *NOTE: THE TABLE SHOWN ABOVE IS FOR INFORMATIONAL PURPOSES ONL Y. NO CHANGES TO LAND COVER IS PROPOSED. BUILDING LINE BUILDING OVERHEAD/PROJECTION sow® ��de WALL - TREELINE'"' PROPERTY LINE EASEMENT LINE --------- BUILDING SETBACK LINE --------- I — I ROAD CENTERLINE ...........I,._........� ..........I...... 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R `.a ; s T Q e \1V r J - ..M g � . � �, -• � ._- SOUTHWEST VIEW 1 � .,�-' � ,,ar � y , �` °`\ :-A�.� \ iJ. •+.i 2 _ � ' :. , I/dc.ANT rn l _._... t �i" i �.—t�a�r ,. ,,.a°- -_ -� c-�_ 0 PARCEL 0• 04500-00-00-09400 DB/PG• 6971223 OWNER: COUNTY OF ALBEMARLE COUNTY OFFICE B ZONED: R6 USE:• FOREST EXISTING CONDITIONS AND KEY MAP 1" = 60': 0 60 120 MAP UNIT MAP UNIT NAME SYMBOL 27B ELIOAK LOAM, 2-7% SLOPES 27C ELIOAK LOAM, 7-15% SLOPES PARCEL ICJ.• 04500-00-00-094BO 28C3 ELIOAK CLAY LOAM, 7-15% SLOPES, DB/PG• 14651169 SEVERELY ERODED OWNER- CMA PROPERTIES INC 34B GLENELG LOAM, 2-7% SLOPES ZONED.- HIGHWA Y COMMERCIAL USE- COMMERCIAL 34C GLENELG LOAM, 7-15%SLOPES 34D GLEN ELG LOAM, 15-25% SLOPES 390 HAZEL LOAM, 7-15% SLOPES 39D HAZEL LOAM, 15-25% SLOPES 65B FAIRVIEW SANDY LOAM, 2-7% SLOPES 65C FAIRVIEW SANDY LOAM, 7-15% SLOPES 88 UDORTHENTS, LOAMY, 2-25%SLOPES HYDROLOGIC Cv SOILGROUP B f ONAL B B APPROVED DCH B SUBMISSION NO. 3 B PROJECT 20020004 B T H E W O R K O F B L I N E + G R A D E B B B B COm3 0 2UIb - LIIVt+UHAUL. LLU DEMOLITION LEGEND 1766 H&R BLOCK 7 AREA OF CANOPY DEMOLITION r7%✓ AREA OF COLUMN DEMOLITION OR .'' MODIFICATION REMOVE COLUMN COMPLETELY (SEE DETAIL A/SHEET C1.1) MODIFY/CLAD COLUMN (SEE DETAIL B/SHEET C1.1) �,.Ww....., s. y ulii :i lli Mull r ' 1 I I I / I I I ` E jIVd 1 SOUTH VIEW 1 = 10. 0 10 20 N SOUTH VIEW 2 10 20 N r i z n 0 - -- 4-95 .__ __ - c -- - -0-1 0 z 1788 PLC umi cD z uj W z L7 z W r.l .ail' z = f-- w ::D O >� O zQ , Z W z W � W � L J n w LLL cn Q - J � o W o � 7•• ���tiTH p,F Lr o� 03/O2/20V !A v DANIEL C. HYER a' Lic. No. 45596 f ONAL APPROVED DCH SUBMISSION NO. 3 PROJECT 20020004 THE TTIORK OF • A r .t 1 SOUTHWEST VIEW 1 = 10. 0 10 20 1 THREE (3) EXISTING PARKING SPACES TO BE REMOVED 20 SOUTHWEST VIEW 1 = 10. 0 10 20 EX. CON( 01 REQUIRED AREA OF CONCRETE PATCH (VARIES, SEE PLAN) FINISH TO MATCH 4" AGGREGATE EXISTING 4" CONCRETE SLAB BASE (VDOT 21A) REINFORCED WITH WWF 6"x6" W 2.9 x W 2.9 I L EX. SUBGRADE _... NCRETE 147 DEMOLISH EX. WINGWALLS, CANOPY, AND COLUMNS TO GROUND LEVEL AND TO EX. BUILDING LINE (SEE ARCH. PLANS FOR EXACT LIMITS OF DEMOLITION) EX, CANOFYIWINGWALLS AND OTHER FORMS BEYOND DISCONNECT AND REMOVE EX. LIGHT FIXTURES EX. ROOF DRAIN FROM CANOPY INSTALL PROP. PLANTER OVER DISTURBED AREA LEFT BY COLUMN DEMOLITION EX. DRIVE EX. AISLE FIRE LANE EX. coVE19ED SIDEWALK I MAINTAIN 7' MIN L •-:_: ,, EX, SIDEWALK TO REMAIN PRESERVE EX. ROOF DRAIN UNDER SIDEWALK. CUTOFF 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. CANOPYIWINGWALLS AND OTHER FORMS BEYOND DISCONNECT AND REMOVE EX. LIGHT FIXTURES EX. ROOF DRAIN FROM CANOPY ONE OR BOTH COLUMNS TO REMAIN TO SUPPORT PROPOSED ARCHITECTURE. SEE PLAN VIEW FOR SPECIFIC COLUMNS TO REMAIN. SEE ARCH. FOR CUTOFF HEIGHT AND MODIFICATIONS. EX. DRIVE EX AISLE FIRE LANE EX. COVERED SIDEWALK 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. TO RETAIL WHERE APPLICABLE V1 w _o z S G o � Q o zWz w7� [)� Q� z wzLd Q Q °- < U ILL) m � H U7 Q Q _ o 75 r) 03/0212021 DANIEL C. HYER Lic. No. 45596 .I p iv<eli ti JONAL V- APPROVED DCH SUBMISSION NO. 3 PROJECT 20020004 T H E W 0 R K O F L I N E + G R A D E OTYPICAL CONCRETE PATCH O DEMOLITION DETAIL A O DEMOLITION DETAIL B O PEDESTRIAN PROTECTION DETAIL cim 1 E 1'G IVVK1ri VILVV 1" = 10'.. 0 10 20 J I V / W � � o 0�¢ � ' 0Wz W75;0 z W Q w n U Lu w 0 Q _ m ~ LL to Q J o 0 z � = W 0 0 o �- 03/02/2021 M v DANIEL C. HYER Lic. No. 45590 1�r/"'i APPROVED DCH SUBMISSION NO. 3 PROJECT 20020004 - ■ ; LINE + j Z NORTH VIEW 1" = 10': 0 10 20 Cln2 (c) Wllq I INF-rPMF I I r, a7d.6��S al-9 SOUTH VIEW I" = 10': 0 10 20 z m cn m m m P. W --- 01 f 0 ININ< —495 Z7). 59 z m to m m cn m IQ I Z' u (D z ui uj z z uj -j u z U) o �- �= w > (D z ::D Z LLJ z 0 LLJ Q � � > Ljj Lj -i n < Lu w n < I--- W f- E5 J_ rro 0 U) Z- 0 H op 03. 021 V020, V DANIEL C. HYER Lc. No, 45596 . c IONAL APPROVED DCH SUBMISSION NO. 3 PROJECT 20020004 T H E W 0 R K 0 F L I N E + G RA D E C2mO 1 SOUTHWEST VIEW 1" = 10': 0 10 20 0 ]///[� PROPOSED 10'x40' PROPOSED 12'x25' CONCRETE PAD 4 LOADING SPACE deb CSOUTHWEST VIEW 1 = 10. 0 10 20 N PROP. FACADE IMPROVEMENTS (VARIES, SEE ARCH.) ! I I PROP. SIGNAGE I (VARIES, SEE ARCH.) I I I I i I I I I I I I I RENOVATED I BUILDING PROP. PLANTER I (SEE ARCH. FOR DETAIL) PROP. FACADE I� IMPROVEMENTS ! I (VARIES, SEE ARCH.) I I I I I I f I I I PROP. SIGNAGE I (VARIES, SEE ARCH.) I I I� I I I EX. COLUMN TO REMAIN (MODIFICATION VARIES, I 1 SEE ARCH.) I I 1 I I I I I ! I I I RENOVA TED I I BUILDING PROP. PLANTER I (SEE ARCH. FOR DETAIL) .w sxx�;t,,;�,� •� I i 9 EX. COLUMN ADJACENT TO BUILDING TO REMAIN (MODIFICATION VARIES, SEE ARCH.) OO OHCOLUMNS REMOVED SECTIONION PROPOSED REMOVED 4O COLUMN 0 FACE BOTH REMAINS OO PROP. SIGNAGE (VARIES, SEE ARCH.) PROP. FACADE IMPROVEMENTS (VARIES, SEE ARCH.) RENOVA TED BUILDING EX. COLUMNS TO REMAIN (MODIFICATION VARIES, SEE ARCH.) PROPOSED SECTION BOTH COLUMNS REMAIN ( z W W z z W ULJ Z J y ) O �- W 0 Z W z W � Q 5 W Q LL 0 Iz Lij Lu Q E- m W C� Q J ry .� o _ �c G 0 E m O 03/0212021 U DANIEL C. HYER Lic. No. 45596 f ON AL APPROVED DCH SUBMISSION NO. 3 PROJECT 20020004 T H E W 0 R K O F L I N E + G R A D E ,�� C2.1 NORTH VIEW 1" = 10': 0 10 20 "Nk NORTH VIEW 1 = 10. 0 10 20 4 :1.�_ rrtVr. rLmllj1Crt VVCrt DISTURBANCE LEFT BY COLUMN (TYP) n+: x+`y,.rvru q� ` �S.C""""""'" ••\ 1uutl5.Ladi§: �Y2VY 5.+:>Sv'i�+_u'a`.1'SYS,i •.......ydyy.i 9X9f:*,A1(t¢�' ^Y`k`u•'+5: :'i....wn• yal';S:.N � ... •..• •. ,...• ti.S'S'+97 1 1 A NOTES: i 1. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED -' 2. GREEN SCREEN PLANTING TO BE SELECTED FROM THE FOLLOWING, DEPENDING ON APPROPRIATE w" 4PFC:IF.q FC1R .qoi AR nRIFNTATION- VIRC;INIA CRFFPFR (PARTHFNOCISSUS OIIINOUFFOLIAI. TRUMPET `\ umi z GC W W Z W V umi V1 O �- E-- w � � Z 0 < ;7 W z O W nro W Q Ld Z Q n Q U Lli a' m Q W Iz O U) O H pF 0-33102/2021 v DANIEL C. HYER 9 Lic. No. 45596 . c 1ON AL L�dti APPROVED CCH SUBMISSION NO. 3 PROJECT 20020004 T H E W 0 R K O F L I N E + G R A D E NOTES: yTx 0 1.) SOURCE OF MERIDIAN: NAD83 BASED UPON GPS OBSERVATION BY DRAPER ADEN ASSOCIATES. STORM LEGEND' T�1� 2.) VERTICAL DATUM: NAVD88 BASED UPON GPS 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. 1� GRATE INLET 13 GRATE INLET 25 CURB INLET 37 GRATE INLET 7� GRATE INLET TOP=523.84 TOP=499.39 TOP=493.68 TOP=515,89 TOP=512.13 v CHERY>; STO KTON � 4.) UTILITIES SHOWN ARE BASED UPON: 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) Lic. No. 2425 SUE QUALITY LEVEL D, ASCE 38-02 - COMPILED RECORDS ONLY 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) 10/02/2020 -SUE QUALITY LEVEL C, ASCE 38-02 - VISIBLE EVIDENCE IN CONJUNCTION WITH COMPILED RECORDS. INV. OUT=488.41 30" RCP (BE) 74 D TRENCH DRAIN X SUE QUALITY LEVEL B, ASCE 38-02 - FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY a MANHOLE 14 GRATE INLET 3e CURB INLET TOP=508.49 DRAPER ADEN ASSOCIATES. TOP=521.89 TOP=493.40 26 CURB INLET TOP=516.59 INV. OUT=506.83 6" PVC (SW) d v INV. IN=516.39 4" DI (SW) INV. IN=487.32 36" RCP (NW) TOP=494.70 INV. IN=508.60 24" RCP (NW) S UR _ SUE QUALITY LEVEL A, ASCE 38-02 - TEST PITS AT LOCATIONS SHOWN HEREON PERFORMED BY (DAA; INV. IN=517.2312" RCP (SW) INV. IN=487.4518" RCP (NW) INV. IN=486.42 30" RCP (NW) INV. OUT=508.29 24" RCP (SE) 4a GRATE INLET OTHER) IN CONJUNCTION WITH FIELD DESIGNATION OF UNDERGROUND UTILITIES PERFORMED BY (DAA; INV. IN=807.1218' 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 MISS UTILITY, TICKET # ; OTHER), VISIBLE EVIDENCE AND COMPILED RECORDS. (E) 39 GRATE INLET INV. OUT=499.64 12' RCP (NE) a 15 �% _ NO SUE WAS PERFORMED OR REQUESTED FOR THIS SURVEY. UTILITIES SHOWN HEREON ARE BASED ON INV. IN=517.26 15" RCP (NE) GRATE INLET TOP=515.92 >INV. OUT=507.11 33" RCP (SE) TOP=500.36 TRENCHDRAIN INV. IN=507.8724" RCP (NW) 49 CURB INLET U FIELD OBSERVATION ONLY. INV. IN=499.20 4" Cl (SE) TOP=492.28 INV. IN=507.9715" RCP (NW) TOP=498.39 Z _� m 5.) THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF OO GRATE INLET INV. OUT=495.16 18" RCP (SE) INV. OUT=491.10 15" CPP (NW) INV. OUT=507.6224" RCP (SE) INV. IN=492.0630" RCP (NW) z m TOP= 511.98 INV. OUT=491.76 30" RCP CHERYL STOCKTON FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION THAT THE (E) INV. IN=507.11 33" RCP (NW) 16 GRATE INLET 27 GRATE INLET 40 CURB INLET _ v a IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON AUGUST 25 - SEPTEMBER 14, 2020; AND THAT THIS INV. IN=506.68 18" RCP (SE) TOP=493.40 TOP=493.42 TOP=518.16 50 GRATE INLET • r-j v 'a, PLAT AND/OR MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. INV. OUT=506.5433" RCP (SW) INV. IN=491.39 4" Cl (SE) INV. IN=483.13 12" RCP (SE) INV. IN=512.9815" RCP (NE) TOP=498.68 i sss G '= 6.) CONTOUR INTERVAL: 1'. INV. IN=486.24 36" RCP (NW) INV. IN=483.22 30" RCP (W) INV. OUT=512.06 15" RCP (S) CENTERLINE=t470.6 �, LL Z ® ' ' 7.) THIS SURVEY WAS PREPARED FOR LINE +GRADE. DRAPER ADEN ASSOCIATES ASSUMES NO LIABILITY FOR GRATE INLET INV. OUT=486.20 36" RCP (SE) INV. OUT=483.17 30" RCP (N) +� REUSE OR MODIFICATION OF THIS DOCUMENT. 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.=466.79 8.) PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD INFORMATION. INV. OUT=507.45 18" RCP (NW) TOP=494.84 INV. IN=500.61 24" RCP (NW) 9.) DRAPER ADEN ASSOCIATES PROVIDES BENCHMARKS FOR THE CONSTRUCTION OF THE IMPROVEMENTS INV. IN=484.6736" RCP (NW) 2a MANHOLE INV. IN=500.5515" RCP (NE) 52 MANHOLE O at 0 =500.4912" RCP (SE) TOP=499.66 �. SHOWN ON THESE PLANS. ALL OTHER EXISTING ELEVATIONS ARE FOR REFERENCE TO EXISTING CURB INLET INV. IN=493.19 4" Cl (NE) TOP=492.55 INV. INca 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) ? a' W CONDITIONS ONLY. DO NOT USE SPOT ELEVATIONS, FINISH FLOOR ELEVATIONS, ELEVATIONS ON INV. IN=505.4633" RCP (NE) _ 3 r- MANHOLES, ELEVATIONS ON SURVEY NAILS, SURVEY HUBS, CONTROL POINTS (HORIZONTAL POINTS INV. IN_ 509.93 4" CI (E) 18 42" RCP FLARED END SECTION 29 GRATE INLET 43 GRATE INLET 53 CURB INLET 0 Q. PROVIDED) OR ANY OTHER POINTS FOR CONSTRUCTION OTHER THAN THE PROVIDED BENCHMARKS. INV. IN=505.86 12" RCP (BE) INV.=471.08 TOP=493.64 TOP=504.99 TOP=499.16 INV. OUT=505.26 33" RCP (S) INV. IN=480.79 30" RCP (S) INV. IN=500.9412" RCP (SE) INV. IN=495.9612" CPP (SW) bq u m S FAILURE TO UTILIZE AND VERIFY THE PROVIDED BENCHMARKS COULD RESULT IN DAMAGES AND 19 CURB INLET INV. OUT=467.89 30" RCP (NE) INV. OUT=500.94 12" RCP (NW) INV. IN=496.0815" RCP (NE) /�� ADDITIONAL COST THAT ARE THE CONTRACTOR'S RESPONSIBILITY. 5A TRENCH DRAIN TOP=505.49 "STANDING WAFER"' INV. OUT=494.96 15" RCP (SE).Z^., ' ' 10.) THE PROPERTY SHOWN HEREON IS LOCATED IN FLOOD ZONE X BASED ON A SCALED LOCATION ON FIRM NVPOUT=NOT ACCESSIBLE 4" Cl (w) INV. IN=503. 3 48CIRCP (NM ® 0" RCP FLARED2END SECTION 44 CURB INLET °3 PANEL #51003CO278D EFFECTIVE DATE 2!4/2005. THIS FLOOD DETERMINATION IS NOT A RECOMMENDATION INV. OUT=499.41 18' RCP (BE) TOP=504.78 TOP 5 3L67 CD DRAPER ADEN ASSOCIATES TO NOT PURCHASE OR PURCHASE FLOOD INSURANCE COVERAGE AND ® GRATE INLET 31 MANHOLE INV. OUT=500.97 12" RCP (SE) INV. OUT=49fi.70 12" CPP (NE) r DOES NOT IMPLY THAT THE REFERENCED PROPERTY WILL OR WILL NOT BE FREE FROM FLOOD DAMAGE. TOP=507.98 19 GRATE INLET TOP=493.89 a tV INV. IN=502.66 33" RCP (N) TOP=507.39 INV. OUT=490.6515" RCP (SW) 45 CURB INLET ® GRATE INLET ' rn m 11. MATTERS PERTAINING TO ARCHEOLOGICAL OR HISTORIC FEATURES WETLANDS OR FLOOD CONDITIONS IF INV. OUT=502.53 33" RCP (S) INV. IN=506.784" CIE t N N (} TOP=508.11 TOP=497.88 T"9 bA � cv , ANY, HAVE NOT BEEN ADDRESSED AS PART OF THIS SURVEY. INV. OUT=50fi.78 4" Cl (SW) 32 MANHOLE INV. IN=503.47 15" RCP (NE) INV. IN=494.73 15" RCP (NW) b- w Q `I O MANHOLE TOP=494.20 INV. OUT=503.24 15" RCP (SW) INV. IN=494.6715" RCP (N) Z > dam' U TOP=506.45 " 19 TRENCHDRAIN INV. IN=487.41 15" RCP (NE) INV. OUT=494.15 15" RCP (SW) U) v INV. IN=501.36 24 RCP (NW) TOP=507.31 INV. OUT=487.20 15" RCP (SE) 46 MANHOLE p =_ x m INV. IN=500.81 33" RCP (N) INV. OUT=506.75 4" Cl (W) TOP=507.95 55 CURB INLET eee���11 � LL INV. OUT=500.37 36" RCP (SE) O MANHOLE INV. OUT=503.86 18" RCP (SW) TOP=503.59 bq Q a 2p CURB INLET TOP=523.39 INV. IN=495.51 12" RCP (SW) c w C O � © MANHOLE TOP=504.59 INV. OUT=518.1615" RCP (SW) 47 GRATE INLET INV. IN=495.3615" RCP (NW) !�"1 L o TOP=515.36 INV. IN=496.99 18" RGP (NW) TOP=504.37 INV. OUT=495.28 15" RCP (SE) m to INV. IN=506.21 15" RCP (W) INV. OUT=495.72 18" RCP (SE) ® GRATE INLET INV. IN=498.0918` RCP (Sw) U N INV. IN=504.36 15" RCP (NW) TOP=516.29 INV. IN=497.77 30" RCP (NE) MANHOLE ' INV. OUT=504.25 24" RCP (SE) 21 CURB INLET INV. OUT=512.43 15" RCP (NE) INV. OUT=497.64 30" RCP (SE) TOR=504.29 TOP=503.55 INV. IN=497.00 12" RCP (SVV) O9 CURB INLET INV. IN=500.1615" CPP (SW) O CURB INLET T GRATE INLET INV. IN=497.0715" RCP (NW) TOP=529.00 INV. IN=495.2718" RCP (NW) TOP=516.40 TOP=505,66 INV. OUT=496.88 15" RCP (SE) INV. OUT=525.12 15" 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 Q MANHOLE INV. OUT=499.42 18" RCP (NE) TOP=503.78 INV.=511.96 TOP=510.82 Q CURB INLET "I 6"RCP OUT 19 HIGHER THAN 15" RCP IN"" INV. OUT=499.43 15" RCP (SE) INV. IN=502.0215" CPP (SE) TOP=516.68 "STANDING WATER" 11 MANHOLE INV. OUT=501.30 15" CPP (NE) INV. IN=510.50 12" RCP (SE) 5T CURB INLET TOP=506.92 INV. IN=509.95 24" RCP (SW) 78 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=501.5615" RCP (SE) TOP=503.66 24 GRATE INLET INV. OUT=511.0812" 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) 0 z 0 L..i�. � W oC F- SANITARY LEGEND a- z ® MANHOLE @D MANHOLE MANHOLE MANHOLE QN MANHOLE < 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 INV. IN=511.55 8" PVC (NE) INV. OUT=497.20 8" PVC (SW) INV. OUT=485.93 10" PVC (BE) INV. IN=495.39 8" PVC (NE) INV. OUT=483.56 8" PVC (SW) 0 INV. OUT=510.37 8" PVC (SE) MANHOLE �I MANHOLE INV. OUT=494.53 8" PVC (SE) „r R (�E a0 MANHOLE ® 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) 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 (NM 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=507.35 8" PVC (SE) OF MANHOLE > Q INV. OUT=507.30 8" PVC (SW) TOP=504.51 OJ MANHOLE OM MANHOLE INV. IN=493.50 8" PVC (NW) TOP=502.57 TOP=499,22 z © MANHOLE INV. OUT=493.24 10" PVC (SE) INV. IN=497.66 8" PVC (NE) INV. IN=488.66 8" PVC (NW) TOP=514.45 INV. IN=497.89 8' PVC (E) INV. IN=490.61 8" PVC (NE) INV. IN=502.74 8" PVC (NE) @G MANHOLE INV. OUT=496.49 8" PVC (SW) INV. OUT=488.66 8" PVC (SE) v 1 0 INV. OUT=502.60 8" PVC (SE) TOP=506.07 INV. IN=487.6510" PVC (NVV) INV. OUT=487.30 10" PVC (SE) LEGEND Q O (cr LLJ - - - - PROPERTY LINE 0 TELEPHONE PEDESTAL ELECTRIC BOX V ------- 1000------- CONTOUR TELEPHONE MANHOLE GUY POLE 0� W GAS LINE ® TELEPHONE BOX ELECTRIC MARKER 0 m hp hp -ohp OVERHEAD POWER C� FIRE HYDRANT (JE ELECTRICAL MANHOLE ~ Q - oa- REVISIONS SANITARY SEWER AND MANHOLE 0 WATER VALVE UTILITY POLE =0= _ _ = STORM LINE AND MANHOLE CD WATER METER [El ELECTRIC TRANSFORMER STORM LINE AND INLET WELL GROUND LIGHT " UNDERGROUND CABLE TV BENCHMARK -O LIGHT POLE UNDERGROUND ELECTRIC 0 BOLLARD m FIBER OPTIC PEDESTAL DRAPER ADEN ASSOCIATES REVIEW UNDERGROUND TELEPHONE C> ROD FOUND ❑F FIBER OPTIC HANDHOLE t� UNDERGROUND FIBER OPTIC MONUMENTFOUND GAS VENT THESE PLANS HAVE BEEN SUBJECTED TO TECHNICAL AND QUALITY REVIEWS BY: u n k UNKNOWN UTILITY SIGN (1-POST) O GAS VALVE N WATERLINE SIGN (2-POST) Z GAS METER NAME: Hunter Witt 9/18/2020 DESIGNED BY: SURVEY PARTY CHIEF SIGNATURE DATE DRAWN BY: ASPHALT -I- 1561.3 SPOT ELEVATION O SEWER CLEAN OUT JDK 7-7-777-7-777- CHECKED BY: BUILDING DECIDUOUS TREE ® WOOD POST NAME: ED BUCHANAN 9/22/2020 CAS `'EVERGREENTREE SUBSURFACE UTILITY ENGINEER SIGNATURE DATE SCALE: -x��- FENCE (AS NOTED) j� \ METAL POST AS NOTED DATE: ... - ... STREAM fi� SHRUB - GRAVEL NAME: JESSICA KEYTON 9/28/2020 09/ 14/2020 PROJECT NUMBER: ' TREELINE , . CONCRETE PROJECT MANAGER SIGNATURE DATE 2006UMBER: 10503 GUY WIRE NAME: CHERYL STOCKTON 9 18 2020 X 1.0 QUALITY REVIEWER SIGNATURE DATE 1 OF 5 jo - , ,� " 4, ROD -A,_ �P�dy' - --..-- �---------------- - W-�5226-__-_ —r_-_ - w �� n, � `y �_. 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' 514.03 lw " �.:a: p 15 30 1 i I ` `� I +, l 4 .1 1 Inch = 30 ft.IN r FFE b • '"~•, - — KROGER 518.90 / " Xlm CO .,x i 1 1 FFE KROGER FFE KROGER ACCESS DOOD 518.75 f ' •• 4 i J FFE KROGER 518.81 � 1�3 ¢'s )CO 1 Y Y• FFE : , - b ACCESS DOOR 518.81 •• ° . a •� 9 e FFE #1970 �i w 7 515.46 •• d:vi EJ fJ 1 1 r It Cl) Of FFE #1966 515.45 J I MA Jr FFE #1962 515.45 ' FFE #1958 51743 ' 'g vB° i WOODBROOK DRIVE BENCHMARK t ELEV =616A4 CHISELEDISQU/ ON CURB V3i f 's \'1 SWEET 17— GUM Y 7F r I ` SWE GUM r� U CHERYt STOCKt0N Lic. No. 2425 10/02/2020 !! u !! I! >' II U c zun w !� •� Z- �m E 1a C-) ',_ O�LLz> C^1 1145 � o � a ; N. _ > 0 r t ,• r r ' O 'a p Il r 9 1 ll �- u ,® m 2 CEDAR ` ,° ys iJ • • • No N N t vaM 0 d' v nll 1�a§ x vcu ! 7 1 ! 9 `` � i li I' �P +`mmrm'G....,w.."......�1 •I O 0 a Cu LO J r 1 ram• �� + i t 1 11 1 1 1 + t � __—' I 1 24 ` , , s uga co 43 I _12' RCP f 42 -�- ®— l 44 _ C7...--.u.._..._.,..__ t- w 1 i j i i I WEETUM I , 16' , c m SWEET 18" ! 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FOUND 22 `- -15" HDPE-"-;;--;-�;�^`\ o� v� U CHERI��STO ON Lic. No. 2426 10/02/2020 O S U Rv �11 > Z U L U a� j m z_> �m 03 r` �vo a) L 5 v i .� i„ cC O TT�� V1 43 t/1 O j o i � i r o o E Y E u b.z m a N N 0 N b v N N N� <A E ^l V./>IO U c X Ov bq Q v o "'.•1 r O ice• C1 T � � N , .q, M ii O z O ry- ~ W ° z < W z 0 O (-D z LL a- rlr (L z_ D 0 U) O C > _ U z � -J O rj O Q 00 wM O rrrrr_ W Q REVISIONS DESIGNED BY: DRAWN BY: JDK CHECKED BY: CAS SCALE: 1" = 30, DATE: 09/ 14/2020 PROJECT NUMBER: 20060140-010503 X1.4 5 OF 5