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HomeMy WebLinkAboutSDP202100095 Plan - Approved 2022-02-161 DRAWING INDEX 2 0 5 It Dewberry C C i F., GENERAL G0.01 COVER SHEET CIVIL C0.01-00.02 GENERAL NOTES CO.03* E&SC NOTES C0.04-00.05* E&SC DETAILS C0.06 SOILS MAP C0.07 OVERALL PLAN C1.01-C1.03 EXISTING CONDITIONS C2.01-C2.02 DEMOLITION PLAN C2.03-C2.04* E&SC PHASE I PLAN C2.05-C2.06* E&SC PHASE Il PLAN C3.01-C3.02 SITE PLAN C3.03-C3.04 GRADING & DRAINAGE PLAN C3.05-C3.06 UTILITY PLAN C4.01-C4.02 ROAD PLAN & PROFILE C4.03-C4.04 WATER LINE PROFILE C4.05 SANITARY SEWER PROFILE C4.06-C4.07 STORM SEWER PROFILE C4.08* STORM SEWER CALCULATIONS C4.09 INLET DRAINAGE AREA MAP C5.01-05.06 CONSTRUCTION DETAILS C6.01 * STORMWATER NARRATIVE C6.02-C6.03* EXISTING LAND USE C6.04-C6.05* PROPOSED LAND USE C6.06 EXISTING DRAINAGE AREA MAP C6.07 PROPOSED DRAINAGE AREA MAP C6.08* STORMWATER CALCULATIONS C6.09* SEDIMENT BASIN DETAIL C6.10* SWM DETENTION POND DETAIL *SHEET INCLUDED IN STANDALONE VSMP PLAN SET. NOT INCLUDED IN THIS SITE PLAN DOCUMENT. PROPERTY INFORMATION TAX MAP/PARCEL ID: OWNER: ALBEMARLE COUNTY ZONING CLASSIFICATION ALBEMARLE COUNTY MAGISTERIAL DISTRICT: PROPOSED BUILDING MAXIMUM HEIGHT: FEMA FLOOD INSURANCE RATE MAP: OVERLAY DISTRICTS: NON-INFILL: SETBACKS FRONT -MINIMUM: SIDE -MINIMUM: REAR -MINIMUM: PARCEL ACREAGE: 09100-00-00-00100 ALBEMARLE COUNTY SERVICE AUTHORITY R1 - RESIDENTIAL SCOTTSVILLE DISTRICT 35' ZONE X; AREAS TO BE DETERMINED OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, STEEP SLOPES - MANAGED 5' 5' 20' 9.54 AC PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED CODE REFERENCES VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2015 DEPARTMENT OF ENVIRONMENTAL QUALITY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK- 1992 NATIONAL ELECTRICAL CODE - 2011 ADA STANDARDS - 2010 CONTACTS OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY ALEXANDER MORRISON, PE 168 SPOTNAP ROAD CHARLOTTESVILLE, VIRGINIA 22911 PH. (434) 977-4511 EXT. 116 FAX (434)979-0698 AMORRISON@SERVICEAUTHORITY.ORG CIVIL ENGINEER: DEWBERRY ENGINEERS INC. KEVIN PENNOCK, PE 4805 LAKE BROOK DRIVE, SUITE 200 GLEN ALLEN, VIRGINIA 23060 PH. (804) 205-3338 FAX (804) 290-7928 KPENNOCK@DEWBERRY.COM SUBMITTAL SET NUMBER ❑ PRELIMINARY ❑ CONSTRUCTION ■ APPROVAL ❑ REVISION ❑ BIDDING ❑ RECORD ALBEMARLE COUNTY SERVICE AUTHORITY AVON MAINTENANCE YARD VICINITY MAP SDP202100063 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA ACSA PROJECT NO.: 2019-11 SCALE: 1" = 250' APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION HEALTH DEPARTMENT Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 D J LU LU U Lu a >U U) H z ErZ LU Q _j Q ¢_ cn Z z wz _ w 0 O Z L r U) W ir D` ��( 0 U (f) W 02 a UZ N 0 O J 0 QQ C/) 75 LLI co J Q SEAL dO��EALTtf O,p`� O { U KEVINANTHONyp .. b Lit No. 037023 0 12`3121 41a A 2 G1 B K^ OIVAL EN.4 SCALE 0' 125' 250' 500' SCALE: V = 250' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE COVER SHEET DATE PROJECT NO. 50119298 G0m01 SHEET NO. C 0 u N W 1 2 1 3 GENERAL NOTES GENERAL NOTES (CONTINUED) _ GENERAL EXISTING CONDITIONS (CONTINUED) S 1. THE "MISS UTILITY LAW" REQUIRES THE CONTRACTOR TO CALL (811 OR 1-800-552-7001) AT LEAST 3 WORKING DAYS IN ADVANCE OF THE 3. EXISTING UNDERGROUND UTILITIES BASED ON ACCUMARK SUBMITTAL DATED JANUARY 8, 2020. ACCUMARK, INC. PERFORMED AN 1. PLANNED WORK TO ALLOW TIME FOR MARKING, THAT THE MARKS BE RESPECTED AND PROTECTED, AND THAT EXCAVATION BE UNDERGROUND UTILITY DESIGNATION EFFORT IN DECEMBER 2019 WITHIN THE PROJECT LIMITS SPECIFIED BY THE CLIENT. COMPLETED CAREFULLY. 4. EXISTING CONDITIONS BASED ON ALBEMARLE COUNTY GIS DOWNLOADED 1/16/2020. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY, INCLUDING ON -AND OFF -SITE MATERIALS STORAGE, AND JOB SAFETY. CONSTRUCTION WORK AND MATERIALS SHALL COMPLY WITH LOCAL REGULATIONS, COMMONWEALTH OF VIRGINIA REGULATIONS, AND 5. EXISTING CONDITIONS BASED ON MONTICELLO HIGH SCHOOL UTILITY RECORD DRAWINGS, REV. 4-17-00 BY TIMMONS 2. CODES, AND O.S.H.A. STANDARDS. 6. GEOTECHNICAL ENGINEERING STUDY PREPARED BY SCHNABEL ENGINEERING DATED FEBRUARY 7, 2020. 3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT, STATE LAWS AND REGULATIONS, AND LOCAL REGULATIONS (WHICHEVER ARE MORE GRADING 3. STRINGENT). 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS AND EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN 4. CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND CONTRACT DOCUMENTS TO THE EXISTING AND PROPOSED FACILITIES. P OWNER AND ENGINEER. 1. 2. CONTRACTOR SHALL ADJUST AND/OR SAW CUT EXISTING PAVEMENT AS NECESSARY TO ENSURE A SMOOTH TRANSITION AND MAINTAIN 5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM EARTHWORK OPERATIONS REQUIRED UP TO POSITIVE DRAINAGE. SUBGRADE ELEVATIONS. 3. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS. 2. 6. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 4. ANY PROPERTY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LICENSED SURVEYOR, PAID BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER. 7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN 3. NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK INDICATED ON THE DRAWINGS, IN THE LAYOUT AND MATERIALS SPECIFICATIONS, AND IN THE CONTRACT DOCUMENTS. DO NOT BEGIN WORK WITHOUT APPROPRIATE PERMITS. 1. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, 4. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC., AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH FEATURES. GOVERNING AUTHORITIES' REQUIREMENTS AND PROJECT SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 2. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS 9. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS. 1. EDITION. UTILITIES 10. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATION SHALL BE RESTORED BY 1. THE LOCATIONS, SIZE AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR ITS THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION S SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT 1. 11. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY (SMELL), OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL AND SHALL NOTIFY THE OWNER AND SIZES AND ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO ENGINEER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN PUBLIC RIGHTS OF WAY. 12. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE 2. REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS AT THE CONTRACTOR'S EXPENSE WITH NO ADDITIONAL COST TO THE OWNER. SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED THE LOCATION ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE OWNER'S 13. DAMAGE RESULTING FROM CONSTRUCTION LOADS AND EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST REPRESENTATIVE(S) FOR THE RESOLUTION OF THE CONFLICT. CONTRACTOR'S FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL TO OWNER. WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE 3. CONFLICT. 14. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO ON -SITE AND OFF -SITE AREAS, AND SHALL BE RESPONSIBLE FOR REPAIRING RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER. 3. RIM ELEVATIONS FOR SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC AND TELEPHONE PULL BOXES, AND MANHOLES, 4. AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET AS FOLLOWS: 15. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM A. PAVEMENTS AND CONCRETE SURFACES: FLUSH (VSMP) AND CONSTRUCTION GENERAL PERMIT (CGP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 5. QUALITY (DEQ) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL TRANSFER C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH TO THE CGP NOTICE OF INTENT FROM THE OWNER TO THE CONTRACTOR WITH DEQ. A COPY OF TRANSFER FORM SHALL BE PROVIDED TO THE RIM ELEVATION. THE ENGINEER PRIOR TO ANY LAND DISTURBANCE. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE MAINTAINED 6. ONSITE BY THE CONTRACTOR. 4. THE LOCATION SIZE, DEPTH AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, 7. 16. THE CONTRACTOR SHALL ADHERE TO ALL TERMS CONDITIONS AND REQUIREMENTS AS OUTLINED IN THE VSMP GENERAL PERMIT FOR Q ELECTRIC,FIRE ALARM ETC.). FINAL DESIGN L AD AND LOCATIONS T BE COORDINATED WITH OWNER AND ARCHITECT. C)LOADS O COO O STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 8. 5. CONTRACTOR SHALL COORDINATE, AND MAKE ARRANGEMENTS FOR, AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE AND/OR 17. ALL CONTRACTOR LAYDOWN AREAS SHALL BE LOCATED WITHIN THE LIMITS OF DISTURBANCE LINE AND PROTECTED WITH SAFETY GUY WIRE RELOCATION/ALTERATION AND ADJUSTMENT OF ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER PRIVATE UTILITIES, 9. AND/OR EROSION CONTROL MEASURES. WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITY COMPANY. 18. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 6. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN. REFER TO THE ACSA WATER AND SEWER REPAIR AND/OR REPLACE THE DAMAGED STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER, AT THE CONSTRUCTION SPECIFICATIONS. CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL COST TO THE OWNER. A. WATERLINE SHALL BE DUCTILE IRON (STD.). ALL FITTINGS SHALL BE DUCTILE IRON (STD.). 1. B. GRAVITY SANITARY SEWER MAIN SHALL BE PVC (STD.). DEMOLITION C. STORM PIPE SHALL BE RCP (STD.). 1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE LIMIT OF WORK INCLUDING D. ELECTRICAL CONDUIT SHALL BE PVC (STD.). 2. PAVEMENTS, SLABS, CURBING, FENCES, UTILITY POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF EXISTING UTILITIES, AND UNSUITABLE MATERIAL WITHIN THE PROPOSED BUILDING FOOTPRINT AND TEN FEET BEYOND AND 7. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, INSTALLATION AND BACKFILL OF BENEATH PROPOSED EXTERIOR COLUMNS, PER THE CONTRACT DOCUMENTS. ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE 3. PADS. CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS 2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL UTILITY INDICATED ON THE DRAWINGS. COMPANY STANDARDS, SPECIFICATIONS AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH UTILITY REPRESENTATIVES. CONTRACTOR SHALL PROVIDE NOTICE TO THE UTILITY PROVIDERS 10 WORKING DAYS IN ADVANCE. 8. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO TOP OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED UTILITIES. 4. 3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, 9. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY'S INSPECTOR 72 HOURS IN ADVANCE OF START OF WORK AND RECEIVE ORDINANCES AND STATUTES. INSPECTOR APPROVAL BEFORE CONNECTING TO ANY EXISTING UTILITY LINE. 5. 4. THE DEMOLITION PLAN, IF INCLUDED, IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS 10. UNDERGROUND UTILITIES SHALL BE INSTALLED, INSPECTED AND APPROVED BY GOVERNING AUTHORITY OR OWNER'S REPRESENTATIVE 6. NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE PRIOR TO BACKFILLING. DETAILED SCOPE OF DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO CLAIMS AND 7. SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN SITE CONDITIONS RELATED TO ANY CONDITIONS 11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 PSI. DISCOVERED DURING EXECUTION OF THE WORK. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH STATE AND LOCAL REGULATIONS AND SPECIFICATIONS WITH REGARDS TO 8. 5. UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THE CONTRACT DOCUMENTS, THE ENGINEER HAS NOT PREPARED DESIGNS FOR AND MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. SHALL HAVE NO RESPONSIBILITY FOR THE PRESENCE, DISCOVERY, AND REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS 9. MATERIALS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAYS, INJURY, OR DEATH 13. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR GOVERNING ARISING FROM THE PRESENCES OF HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER AUTHORITIES. THIS AND THE FINAL CONNECTIONS OF THE SERVICE SHALL BE COMPLETED 30 DAYS PRIOR TO OWNER POSSESSION. FROM ANY CLAIMS MADE IN CONNECTION HEREWITH. 1 14. CONTRACTOR SHALL COORDINATE WITH ALL PRIVATE UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS OF 6. CONCRETE DEMOLITION SHOWN AT A MINIMUM. MUST EXTEND TO THE NEAREST CONTROL/EXPANSION JOINT. CONTRACTOR PRIVATE UTILITIES. 1 RESPONSIBLE FOR DOCUMENTING ALL EXISTING DECORATIVE CONCRETE SCORING PATTERNS. CONTRACTOR SHALL SUBMIT ALL DOCUMENTATION TO OWNER/ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RESTORE ALL CONCRETE TO 15. PROVIDE DETECTABLE WARNING TAPE (4" MIN. WIDTH) OVER ALL NON-FERROUS PIPE. FOR DIRECTIONAL DRILL APPLICATIONS, MATCH EXISTING SCORE JOINT PATTERN. CONTRACTOR SHALL INSTALL #4 AWG TRACER WIRE. TRACER WIRE SHALL TERMINATE AT ACCESSIBLE STRUCTURES AT DIRECTIONAL 1 DRILL START/TERMINATION POINTS. 7. SAW CUT DUST CONTROL: A. DO NOT ALLOW WET SAWING, GRINDING, AND DRILLING/CORING GENERATED WASTEWATER TO ENTER STORM DRAINS OR DRAINAGE WATERCOURSES WITH FIRST BEING FILTERED. IN ADDITION, THE SEDIMENT SHALL NOT BE ALLOWED TO REMAIN ON THE PAVEMENT 1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING GROUND ELEVATIONS ADJACENT TO DRAINAGE OUTLETS AFTER THE OPERATION HAS CEASED. TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES. 1 B. BLOCK DRAINS - LOCATE ALL NEARBY STORM DRAIN INLETS, CULVERTS, AND CATCH BASINS THROUGH WHICH SLURRY DISCHARGES MAY ENTER A WATERWAY. PREVENT UNFILTERED CONCRETE SLURRY FROM ENTERING STORM DRAINS OR 2. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. RECEIVING WATERS BY PLACING SILT FENCE, STRAW BALES, STRAW WATTLES (FIBER ROLLS), SANDBAGS, OR GRAVEL DAMS AROUND STORM STRUCTURES. 3. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: CLASS III RCP. 1 C. MINIMIZE SLURRY MOVEMENT - SLURRY AND SEDIMENT FROM SAW CUTTING OPERATIONS SHOULD BE CONFINED TO THE IMMEDIATE WORK AREA BY USING SAND BAGS, TEMPORARY BERMS OR OTHER DIVERSION STRUCTURES. ALL CONTROLS SHOULD 4. PRIOR TO JOB COMPLETION, STORM PIPES SHALL BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS BUILD-UP. BE PUT IN PLACE BEFORE THE START OF CUTTING OPERATIONS. MAKE SURE THE CONTROLS CAN HANDLE THE AMOUNT OF WATER THAT WILL BE USED. MINIMIZE THE TRACKING OF SLURRY OFF SITE BY CARS AND PEDESTRIANS. 5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED OR KOR-N-SEAL CONNECTIONS TO ASSURE CONNECTION AT STRUCTURE 1 D. REMOVE SLURRY - REMOVE AND TREAT ALL SLURRY AND RUNOFF FROM THE SAW CUTTING OPERATION AS SOON AS POSSIBLE. IS WATERTIGHT. DON'T LEAVE SLURRY TO BE WASHED AWAY BY RAIN UNTREATED OR TO SET. SWEEP UP OR SHOVEL AND DISPOSE OF RESIDUAL 1 SEDIMENT RAPPED BEHIND CONTROL MEASURES. 6. ALL RCP STORM PIPE SHALL HAVE 0-RING GASKETS FOR WATER TIGHTNESS. SCHEDULE 40 PVC SHALL HAVE SOLVENT WELD JOINTS. E. RATHER THAN DOING ON -SITE FILTRATION OF SAW CUTTING SLURRIES, THE MATERIAL CAN BE CONTAINED, VACUUMED AND HDPE SHALL HAVE DUAL WALL SMOOTH INTERIOR WITH GASKETED JOINTS. DISPOSED. IF A SHOP VACUUM IS USED, CLEAN THE FILTER AND CHAMBER OUT TO PREVENT THE CONCRETE DUST FROM HARDENING INSIDE THE UNIT. 7. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL HAVE TRAFFIC RATED (H-20) FRAME AND COVERS AND COVERS SHALL BE 1 F. WATER USED FOR CLEANING OF TOOLS AND OTHER EQUIPMENT MUST BE CAPTURED AND PROPERLY DISPOSED OF IN THE LABELED "STORM SEWER". SANITARY SEWER OR IN A CONCRETE WASHOUT BIN. G. WATER CONTAINING THESE RESIDUES IS CONSIDERED AN ILLICIT DISCHARGE IF IT IS ALLOWED TO ENTER THE STORM SEWER 8. SET DRAINAGE BASIN, INLET RIMS, AND INVERTS OF SEWERS, DRAINS AND DITCHES IN ACCORDANCE WITH ELEVATIONS ON THE SYSTEM PUNISHABLE BY CIVIL AND CRIMINAL PENALTIES. GRADING AND DRAINAGE PLANS AND PROFILES. CONTRACTOR IS RESPONSIBLE FOR POSITIVE DRAINAGE. EXISTING CONDITIONS 9. ALL STORM STRUCTURE INTERIOR DIAMETERS SHALL BE DETERMINED BY THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS 1. SURVEY NOTES SHOWN ON THESE PLANS AND VDOT STANDARDS. THE MINIMUM DIAMETER SHALL BE 4 FEET. A. THIS TOPOGRAPHIC SURVEY WAS PREPARED BY DEWBERRY ENGINEERS INC. IN DECEMBER, 2019. B. THE HORIZONTAL DATUM IS VIRGINIA COORDINATE SYSTEM - (VCS) NAD83(2011), SOUTH ZONE. 10. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED TO TOP OF PIPE ELEVATION BEFORE INSTALLATION OF PROPOSED STORM C. THE VERTICAL DATUM IS NAVD88 (GEOIDI2B). SEWER. D. NO TITLE REPORT FURNISHED. THIS SURVEY DOES NOT PURPORT TO REFLECT ALL EASEMENTS, ENCUMBRANCES OR OTHER CONDITIONS THAT MAY AFFECT THE TITLE TO THE SUBJECT PARCEL. 11. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM MORTAR INVERT FROM INVERT IN TO INVERT OUT PER VDOT IS-1 DETAIL. E. BY GRAPHICAL PLOTTING, THE SUBJECT PROPERTY IS SHOWN ON FEMA COMMUNITY PANEL 51003CO426D EFFECTIVE 02/04/2005. THE SUBJECT AREA IS SHOWN IN ZONE X. F. WETLANDS WERE NOT DELINEATED OR MAPPED AS PART OF THIS SURVEY. G. ONLY VISIBLE SURFACE INDICATIONS OF UNDERGROUND AND SUBSURFACE UTILITIES WERE LOCATED AS SHOWN HEREON. 4 1 5 GENERAL NOTES (CONTINUED) TORMWATER MANAGEMENT BASIN CONTRACTOR SHALL PERFORM AN AS -BUILT TOPOGRAPHIC SURVEY OF THE STORMWATER MANAGEMENT BASIN AND COMPLETE "CONSTRUCTION INSPECTION AND AS -BUILT SURVEY CHECKLIST" IN APPENDIX 3B OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK. CONTRACTOR SHALL PROVIDE CERTIFICATION THAT THE BASIN WAS CONSTRUCTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATING WITH OWNER'S TESTING FIRM ALL TESTING AND INSPECTIONS OF SWM BASIN EARTHWORK. CONTRACTOR IS RESPONSIBLE FOR MAKING SURE ALL TESTING REQUIREMENTS ARE PERFORMED AND COMPLETED SO THAT TESTING FIRM MAY PROVIDE REQUIRED DOCUMENTATION. CONTRACTOR SHALL PROVIDE COMPLETED AS -BUILT SURVEY, CHECKLIST, CERTIFICATIONS AND GEOTECHNICAL TESTING RESULTS TO ENGINEER FOR VERIFICATION OF SWIM BASIN CONSTRUCTION. LANT PROTECTION TREES AND VEGETATION ADJACENT TO THE ACTUAL WORK AREA OR BORROW AREA ARE TO BE PROTECTED WITH TEMPORARY FENCING (CHAIN LINK FENCE FOR TREES; CONSTRUCTION SAFETY FENCE FOR VEGETATION) TO PRESERVE EXISTING ITEMS INDICATED TO REMAIN AND TO PREVENT DAMAGE TO PROPERTY. UNDERGROUND UTILITIES SHALL BE LOCATED SO THAT CONSTRUCTION WILL NOT DAMAGE OR DESTROY THE PLANTS TO REMAIN. UTILITY TRENCHING SHALL NOT BE LOCATED CLOSER THAN V-0" FOR EACH 1" IN DIAMETER UP TO A MAXIMUM OF 20'-0" FOR TREES TO REMAIN. DAMAGED TREES AND PLANTS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER. THE PARKING OF VEHICLES AND STORAGE OF ANY CONSTRUCTION EQUIPMENT OR MATERIALS SHALL NOT OCCUR UNDER THE DRIP LINE OF TREES TO BE PROTECTED. REPLACE TREES AND PLANTS DAMAGED BY CONSTRUCTION OPERATION WITH ONES OF SIMILAR SIZE AND APPROVED BY THE OWNER. TREES LOST OR DAMAGED SHALL BE REPLACED ON AN INCH FOR INCH BASIS. FOR EXAMPLE, AN 8-INCH TREE CAN BE REPLACED BY TWO (2) 4-INCH TREES. ALL REPLACEMENT TREES SHALL BE 1.5" CALIBER OR LARGER. COORDINATE WITH OWNER FOR EXACT TYPE AND LOCATION OF REPLACEMENT TREES. EARTHWORK AND COMPACTION 90% COMPACTION SHALL BE OBTAINED FOR ALL LANDSCAPED AREAS. 95% COMPACTION SHALL BE OBTAINED FOR ALL OTHER FILL AREAS, INCLUDING UNDER SIDEWALKS, ROADS, PARKING LOTS, UTILITIES, AND APPURTENANCES. COMPACTION SHALL BE ACHIEVED IN ACCORDANCE WITH ASTM-D698, STANDARD PROCTOR DENSITY. IGNING AND PAVEMENT MARKINGS SIGNS AND PAVEMENT MARKINGS ARE TO BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF THE FOLLOWING AND ANY REVISIONS THERETO: A. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOST CURRENT EDITION ADOPTED BY VDOT) B. THE VDOT ROAD & BRIDGE STANDARDS C. VDOT ROAD & BRIDGE SPECIFICATIONS PERMANENT PAVEMENT LINE MARKINGS AND PAVEMENT MARKING MESSAGES SHALL BE VDOT TYPE B, CLASS I, UNLESS OTHERWISE NOTED. NOTE THAT ALL PERMANENT 4" PAVEMENT LINE MARKINGS SHALL BE VDOT TYPE A PAINT. MINIMUM PAINT THICKNESS SHALL BE 15 MILS (DRY). ANY EXISTING PAVEMENT MARKINGS WHICH WILL CONFLICT WITH THE PROPOSED PAVEMENT MARKINGS SHALL BE COMPLETELY ERADICATED. LIMITS OF PROPOSED PAVEMENT MARKINGS SHOWN ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD UNTIL EXISTING PAVEMENT MARKINGS CAN BE MATCHED. PROPOSED SIGN LOCATIONS ARE APPROXIMATE AND SHALL BE MODIFIED IN THE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER OBSTRUCTIONS AND TO COMPLY WITH THE REFERENCES IN NOTE 1 ABOVE. NEW SIGN FACINGS SHALL BE OF HIGH INTENSITY REFLECTIVE SHEETING (ENCAPSULATED LENS TYPE) EXISTING AND PROPOSED SIGNS SHALL BE MOUNTED ON STEEL POSTS PER VDOT STANDARD STP-1 CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SIGNS. CONTRACTOR SHALL PROVIDE ALL PERMANENT SIGNAGE TO BE INSTALLED. ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF WORK. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ACSA. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 0. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 2. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 3. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 4. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 5. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 6. PRIOR TO BACKFILL PREVENTION DEVICE TESTING AND THE ESTABLISHMENT OF WATER SERVICE, ALL BACKFLOW PREVENTION DEVICE INSTALLATIONS SHALL MEET THE ACSA BACKFLOW REQUIREMENTS AS DETAILED IN SECTION 8 OF THE MOST RECENT REVISION OF THE ACSA RULES AND REGULATIONS. 7. A DEED OF EASEMENT AND EASEMENT PLAT FOR THE UTILITY EASEMENTS, APPROVED BY THE ACSA, SHALL BE RECORDED PRIOR TO ANY WATER AND/OR SEWER SERVICE BEING ESTABLISHED. i Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 z w>- LLJ Uw Q 5; C) cf) z OC LU w Z Q J Q cn ' v) 7 Z I- Z w z LD _ 0 O I- zz /� t"J o En 0< J �aC C) rn m O G O Q U Z C\I o wp Q G Mw W J Q SEAL Uo��gALTg O�`p KEVINANTHO P€NN A Lic. No. 037623 � O �21312� fvk�1 1 �®� �"ONAL OL n4 SCALE REVISIONS No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY DECEMBER 3, 2021 DATE TITLE GENERAL NOTES PROJECT NO. 50119298 C0001 SHEET NO. 1 1 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 2 1 3 1 4 5 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR ESC PLAN SURVEY TABLES C N 9 FT, 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832)48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SWM PLAN 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. B. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:00 PM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRES AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO 0 STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50 /o OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DIKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ABBREVIATIONS AC.= ACRE APPRX. = APPROXIMATE BC = BACK OF CURB BW = BOTTOM OF WALL CAB = SWITCH CABINET CG = CURB AND GUTTER DI = DUCTILE IRON EOI = END OF INFORMATION EP = EDGE OF PAVEMENT EX = EXISTING FF = FINISHED FLOOR FG = FINISH GRADE FH = FIRE HYDRANT FP = FLAG POLE DA = DRAINAGE AREA IRF = IRON ROD FOUND LF = LINEAR FEET LOD = LIMITS OF DISTURBANCE LP = LIGHT POLE MH = MAN HOLE N.T.S = NOT TO SCALE O/H = OVERHEAD PP = POWER POLE R = RADIUS RCP = REINFORCED CONCRETE PIPE RAN = RIGHT OF WAY SD = STORM DRAIN STM = STORM STRUCTURE SWM = STORM WATER MANAGEMENT S/W = SIDEWALK Tc = TIME OF CONCENTRATION TC = TOP OF CURB TW = TOP OF WALL TYP = TYPICAL WM = WATER METER WWF = WELDED WIRE FENCE SANITARY SEWER TABLE: SANITARY MANHOLE SAN TOP=561.41 Q� INV IN=554.79 (LAT) INV OUT=554.69 (2) SANITARY MANHOLE SAN TOP=557.79 02 INV IN=552.42 (LAT) INV IN=552.62 (1) INV OUT=552.38 (3) SANITARY MANHOLE SAN TOP=547.26 Q3 INV IN=538.35 (2) INV OUT=538.13 (4) SANITARY MANHOLE SAN TOP=537.58 Q¢ INV IN=532.86 (3) INV OUT=532.69 (5) SANITARY MANHOLE SAN TOP=527.82 05 INV IN=522.97 (4) INV OUT=522.87 (6) SANITARY MANHOLE SAN TOP=537.18 06 INV IN=522.08 (5) INV OUT=521.88 (7) SANITARY MANHOLE SAN TOP=524.27 Q] INV IN=517.55 (6) INV OUT=517.41 (SE) STORM SEWER TABLE: CURB INLET ST TOP=561.14 INV IN=553.93 (SW) INV OUT=553.62 (2) CURB INLET ST TOP=553.32 02 INV IN=546.68 (1) INV OUT=546.58 (3) CURB INLET ST TOP=549.49 03 INV IN=544.37 (2) INV OUT=541.67 (4) STORM MANHOLE ST TOP=550.26 Q¢ INV IN=541.48 (3) INV OUT=541.03 (SE) CURB INLET ST TOP=526.36 05 INV IN=521.18 (W) INV OUT=519.82 (6) CURB INLET ST TOP=526.13 06 INV IN=518.83 (5) INV OUT=518.56 (7) CURB INLET ST TOP=518.06 Q] INV IN=513.83 (6) INV OUT=511.17 (8) CURB INLET ST TOP=510.10 08 INV IN=506.53 (7) INV OUT=505.18 (NE) POINT NORTHING EASTING ELEVATION DESCRIPTION 1 3886700.734 11484412.855 511.42 ROD & CAP 2 3886430.351 11484302.961 525.95 ROD & CAP 3 3886427.530 11484115.644 546.22 ROD & CAP 4 3886598.762 11483586.916 575.42 ROD & CAP 5 3886874.664 11483410.511 604.50 NAIL SET 6 3887116.550 11483039.757 592.03 NAIL SET 7 3887574.080 11483388.261 587.49 NAIL SET 8 3887298.080 11483702.872 573.55 NAIL SET 9 3887506.869 11483633.565 576.15 NAIL SET LEGEND EXISTING OVERHEAD ELECTRIC LINE C� EXISTING POWER POLE SS EXISTING SANITARY LINE ® EXISTING SANITARY MANHOLE ® EXISTING CLEANOUT SD EXISTING STORM LINE ® EXISTING STORM INLET ® EXISTING STORM MANHOLE - - oHT EXISTING OVERHEAD TELEPHONE M EXISTING COMM PEDESTAL ACSA WATER EXISTING ACSA WATERLINE Wv® EXISTING WATER VALVE EXISTING WATER METER EXISTING WATER MANHOLE FH 16- EXISTING FIRE HYDRANT ❑1 EXISTING UTILITY VAULT UGE EXISTING UNDERGROUND ELECTRIC LINE - UGG - EXISTING UNDERGROUND GAS LINE EXISTING GAS VALVE EXISTING GAS MARKING POLE EXISTING BUILDING OVERHANG e EXISTING CHAIN -LINK FENCE -618- - - - EXISTING MINOR CONTOUR -620- EXISTING MAJOR CONTOUR EXISTING PAVEMENT EXISTING PROPERTY DEED LINE EXISTING EASEMENT EXISTING DITCH EXISTING WALL ® EXISTING PROPERTY CORNER O EXISTING SIGN A EXISTING GUY ANCHOR EXISTING SITE LIGHT EXISTING VEGETATION EXISTING TREELINE TRV#1A TRAVERSE EXISTING MANAGED STEEP SLOPES K i PROPOSED BUILDING PROPOSED ROADWAY PROPOSED PROPERTY SETBACK PROPOSED SECURITY FENCE PROPOSED STORMWATER POND PROPOSED RETAINING WALL PROPOSED GUARDRAIL PROPOSED LIMITS OF DISTURBANCE PROPOSED SIDEWALK PROPOSED TREELINE PROPOSED SANITARY LINE • PROPOSED SANITARY MANHOLE �O PROPOSED SANITARY CLEANOUT PROPOSED STORM LINE PROPOSED STORM MANHOLE �■ PROPOSED STORM DRAIN INLET W PROPOSED WATER LINE ® PROPOSED WATER METER FS PROPOSED FIRE LINE ►I PROPOSED GATE VALVE PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FDC O PROPOSED POST INDICATOR VALVE 'U PROPOSED 900 BEND PROPOSED 22.50 BEND H PROPOSED 11.250 BEND FT I PROPOSED WATER LINE TEE Fri PROPOSED WATER LINE CROSS PROPOSED REDUCER PROPOSED WATER LINE EASEMENT PROPOSED SANITARY EASEMENT PROPOSED WATER/SANITARY EASEMENT n PROPOSED CONCRETE aq e PROPOSED ASPHALT PROPOSED GRAVEL It Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804)290-7957 Fax: (804)290-7928 www.dewberry.com rr O 2 J W i- LU UW Q > U U) F_ z �Z W Q _j Q "Ir �_ F- �//�� VJ Z 7 H z W z w 0 Z ) w CDcn U < w O CQ G O Q V Z N O O J 0 QQ U) G MW W J Q SEAL UO��gALTg O�1- 6I r0� ✓ KEVINANTHO P€NN .e Lit. No. 037023 �oA 12/'5 ww� 12 B "OVAL 8� nBt SCALE REVISIONS No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY DECEMBER 3, 2021 DATE TITLE GENERAL NOTES PROJECT NO. 50119298 COmO2 SHEET NO. 1 2 13 4 5 C f \\ \ \ \ \ / I \ ILL CREEK C RIVE \ I 1 I I ) I PARKING LOT If \X _ \ \ ��_=�� 72C3 J ( I I I l \ \ \ �\ / HSGB 3zc 1 \ 1 I I )III) / / / \ �\ \\ \� \\\ �\ \ \ \ HSG B / �/ / // / \ \ )'� I 1 I 1 1 \ \ \ 1 d 1\ \l l \ M GIRDLE 1 \ I HSG c I LOT / ARKING \ �\ \� \ \\\ V#s \ ! I ((IIII IIII \ \ \ \ \ I I 1 _ \ 1 I I \ / \ \ \ _ \ \ / 1 I 1I \ I --\ \\\- \\ \�PARKJA4G— 0\\� \\\� 1) ^\� \ �— / J \ \ I \\ \ \ \\\II UNTY OFALBEMARLE \ \ \ l IIII \ \ \ \ C/O FINANCE l \ Il LOT \ \ \ \ \ 1\ \ \\\\\\ \\ \ 1 // ////r \ \ \\ \\\ \ / \ \ \l 1 \\ I l \\ \ — — PAR L I D: 09100-00-00-0021 \ \ \\ I ( I 1 ) ( \ \ \\\ll y \ \ \ \ \ \ \ I 1 \ \ }µ 4 1 /— ZONING: R15 RESIDENTIAL \ I N/F \ \ \1( 111 I \ f / WHITEWASH, L.L.C. \ I \ \ \ 1 \ \\\\\ \\\ \ \\\\\ \ (1 ^ z =�^ 515 FOUNDERS PL \ \ \\ \ I I\\\ I \ \ \ \ ( I 111) p \ \ I D.B. 3860, PG. 155 \ \ \ / \ \ \ \ \ �.1C\\\� \\\\\\\\\\\\\ I \ �� — 7 //� /( \ \o \ \ 1 \\ D.B. 1895, PG. 168 (PLAT) TRV I / L�o a / / ) ((( I I \\ / \ \\ I TRV# — — \ I PARCEL ID:09100-00-00-002D1 N/F ZONING: PD-SC PLANNED CREEKMILL LLC�— i I 1 1\ \ = DEVELOPMENT SHOPPING CENTERS13C D.B. , PG.— �—� PARCEL ID: 09100-00-00-002D3 \Nx 1335 PARHAM CIRCLE �— \— — ONING: PD-SC PLANNED i / \\ — `� NT SHOPPING C NTER-R -B \ \ / \ 58C I f \\ HSGB I\ \ \\ \ 1 / \\\ \\\\\\R\ —'I�I I� 1 1 OJRN/F \ W CALBEMARLE COUNTY ALIBEMARLO \\ \FN III I\^C=OU`NTY OF ALBEMARLE r — \ I SERVICE AUTHORITY J \ SERVICE AUTHORITY \\ ° 1\II\\\ C/O FINANCE ` I I\ \ \ \ \\ \\ D.B. , PG. IIIII I I \I 11 l \ J I 1 I I ) /PARCEL D109100 00 00-001A0 % \ D.B. 1089, PG. 670 \ \\ 1 / — PARCEL ID: 09100-00-00-00100 \ \ MANAGED STEEP \ \ (\��\ /j — \\ \ \ \\\ \ \ 11) / // — _ _ I \\\ \\II\\1 PARCEL ID: 09100-00-00-002E0 \ �\ 1\ \� �i /� �\ \\ \\ �\ \\\\\\ \\��\\ \ \ \\\\ \\ \\ I/ / / — — — ) 1 I I I IV\�\\ IIII / l I l ( \\\( I \ \ \ 1 I I I) ZONING: R1/RESIDENTIAL / / \ 9.54 AC \ \\ \\ \\ SLOPES (TYP.) \ �\ \ / / \\ \\ \ / / I I ZONING: R15 RESIDENTIAL I \ — 1 ZONING: R1 RESIDENTIAL \ \ \ / \ \ \\ u 1515 FOUNDERS PL 173\7 AV\O\1N\ STR\\\� II I II I I\ \\ \\\\\\ \\\\ \\1739 AVON STREET ETEET EXT N/F' \\\ \ ALBEMARLE COUNTY \SEVICE AUTHORITY \ 089, PG. 670 \\ o r)II1II1lIjlI1II1IIII IIlI)) 1 1 \\ \ \\ _ — — \ \1 III ll —_'//—_ I PARCEL ID: 091 - 1 \ ` \ \ — \ \ \ \\ _ — \ \ \ \\ \\ \ \ Ill I 1 \ / /i \\ — — J / / l 1 \ \ TRV# IIIII r \ \ \ Il \ \1 I Il\\ (II \ \ \ \ II � \ � \ \\\� -\ \ \ \\ \ \ � III —� — / � — \ 1 1 \ \ \\ 1 I 1 I l \ ZONING: R1 RESIDE TIAL \ III \ \ \ � —t—•- \ \\ \ E DEND \\\S\ d\ \ REA I \ \\\\ \\,� \ ��� — — , / / / ®� / \ \ \ \ \\\\\ \ 4I \ /, — — / 2 III 63B _ N/F \ ^ \) I \ \\III p1 /rl / I DONALDW.SHIFFLETT HSGD (i \ {J/ / 1 l I D.8.1074, Pc. 400 \ I / I I \� \ \ \ \ \ \ \ \ \ IIIII III I I l I II I _ 'i _ „'' gyp\ IIIII v 72B3 , — F \ \ \ I I 1 // ` _ \ 1 HSG 6 (\ l I I I I ALBEMARLE COUNTY \ \ PARCEL ID: I I I)) I ))1 IIIII lC l I I I )) I I \ f R1 RESIDENTIAL 'TIAFL 63B SERVICE AUTGH \)I ZONING: \D.B. 1089II \\\ so SD ST€EiEXT ZONING: R1RESI-ENTIALHPARCEL ID: 09100-000-001A0 \\\\ \ � 56 \ — — \ \ TR✓�'� 1�) \\ HSGB \`�__ \\ \ \ \ \ \ \ \ \\ \\ r= U \ rl II\ W l l l II►I I I \\ / r \ \� \ \\\ \ \\ \\\\ \ \ \ ALBEMARLE HEAL I \\ \ \ \ \ \ \ \ \ \\ \\ \ \\\ 11 \ \\ �-_ , ® \ \\ \ \I \ CARE CENTER, LL I I I I I I 1 i \ I \ \ \ \ \ \ \\\\ \\ _ / i \ \ \ D.B. 4132, PG. 347 / \ \ o (l�\\\ I I I I \ \ 1 \ \ \ / \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ //— —� 55 \ \ \ \ I \ / — 1 \ 1 1 \ \ \ \ \ \ \ \ \ \ \ \ // i _ — \ 58C \ I\ PARCEL ID: 09100-00-00-0 200 / I 1 I I I\ I I \ 1 I N/F ( \ I RWhA W TER TANK I \ \ \ \ \ \ \ \\ \\\�\\ / — \ \ 1 \ \ \ \ \ / —� _ \ \ �_ HSG \\\ ZONING: PD-MC PLANIN / \\\\\\ 1 cn ? I I IALBEMARLE \ I \ I p \ C LLOW \ \ \ \ \ �— \ \ \ — \ \ \ \\\ bEVELOPMENT MIXED/SPL RCIAL ✓ \\ \I\ 1 \ I 1 (I) 1 I I I 1 SERVICE AU COUNTY OURITY l I \ \I 1 I 1 SI E \ \ \ \ \ \ \ \ \ \ l \ \ \ \ \ \� \ \\ / //� / \\ l �� 1 III III IA \ \ \ ) \ \\ \ \\ �� __—__ / I I x Q \\I 1 1 1 D.B. 1089, P . 67o I IIII \ \ \ / \ �\ \ \ \ \ I \ \ \\ \ \\ \\\ \�/ / \ — — — _ , \\ / \ \ \ \ —\ �\ \\ \ 1540 FOUNDE PARCEL ID:09100- -00-001B0 \ IIII\ 1\ \ �\= J/ / I p, a \\ \ \ I \ \ \ \ \ \\ \\` — _ / J, l I ll\�I \ \� // / l l W IIII 1 I ZONING: 1 RE$ ENTIAL \\\ \ \ 1111111 1 w��l 1 1 R \ \\\\ \ 1 \ ---_-- �J I I I / \l \ 11 \ \ \ \ 1 I \ \ ) \ \ \\\\ \\ — — —' \ \ \\ \ \ \ \ 1 1 \ \ \ iiJ) J ✓�� % ' — —\\\\ / `(� \� \� zllll\ I \ \\� � ` II \ \\ \\ \\ \ \1 \ \ / �' � 1 — \ ��\ RF\\— — _ - \ TR IF: -,,GRASS I II 11 ) \ >A HSG B � � II 11 \ 11 o I .Z._ // IIII O 1#6 I r IRF N/F T . _ - % DOMINION CRANE & RIG NG INC- as• G ( LID)^ / \ 1 \ \ Illlllll \ V 4 \ \\\ \ \ I I l 1 () I I \\ D.B. 1237, PG. 59 —� > I\ \\ I \\\ \ \ \ l l I 1 I 1 41RPARCEL ID: 09100-00-00 1DO1\l\\I 1 I ZONING: LI LIGHT INDUSTRY 50' RIGHT F WAY PAF 10G,\\ \ 1PARKING l 1 ) I I 1 Il 1745 AVON STREET EXT OT \386, P . 181iI1\\/r I\ ( \ \ �\)IIII \\ \\\ \\ \\\ \ 1 \ \ I \ —, \- E.B.% \ I) / I I fJ� 1 \ \ \ \\ \ \ \ UNITED RENTALS E r8, P/G. 10/3 I I I / I % III I / I I 1/Ifr�l I / ALBEMARLE HEALTH & \ I / J J r � JIIIIII \\ \\ \\\\\\\\ \\\\ \\\\\\ \ (11 l/IIJI /i/ 1 I I 1 \ \\\ \ \ 1 \ \\ \ \ \ \\ \ \ \\ \\I \ I l\\\ \ \ \ \ I l I I l ) I l l I I I I 1 I I 1 \ // llllll� 1I( J REHABILITATION CENTER Il/Jl1ll ll) r J j, ( I )� ) I %�lllrllll/l( )IIl/ / \ \\\\II\\\\ \\\ \ I 1\\\I , }IIII \ \\ \ \ \ \ \\\ \ \ — — — / / / l 1 1 I I 1 / / 111(( /� lllljl ' / 000 1111111\\\\\ \\\\ l�\1� /\Ill \ \\\\ \\\\\\ \ \ // I I / IIII I /1/ I)��I \ —•\ J // / //�/�iii////JI � 1 ((1 \ ) I l l / 72C3 HSGB Il\\ I I r A\\\ o III ( I 1 \\\ \\\ 11 \\\ \ \ \ \ \ \ I \\\\\\\l 1\\\\\ \ \\\ I \ \\ — / i \\�\ \I \ NOK SOIL PROPERTIES \Ir �I- I(I \\\I \\-<\\� PARKIN)G MOUNTAIN \ \ / L \ I ELEMENTA SCHOOL r 72 \ HS MONTICELL / FIRE RESCU STAT111 MAP UNIT NAME HYDROLOGIC UNIT CODE 13C Catoctin Silt Loam, 7 to 15 percent slopes, very stony B 32C Orenda Silt Loam, 7 to 15 percent slopes C 58C Myersville Silt Loam, 7 to 15 percent slopes B 63B Orange Silt Loam, 2 to 7 percent slopes CID 72133 Rabun Clay, 2 to 7 percent slopes, severely eroded B 72133 Rabun Clay, 7 to 15 percent slopes, severely eroded B 77 Dan River-Codorus Complex, 0 to 2 percent slopes, occasionally flooded B f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberryxom O Er Z) Er J LU W � Uw P Q U U) z IIM W Z Q J ' > �//J� VJ 7 Z ~ ~ z W _ Lu - 0 O I— zz MM C'J o U) 0< J Qo cn Lu O7 ao a Uz N o N iOa_ 0 Q Q U) MW W Q SEAL o®e•o©s 0�j4V^JT1j OF Ap KEVIN ANTHONy PSNNOC Oc.No. 037623 da& ��11AL aCb��� SCALE 0' 30' 60' 120' SCALE: V = 60' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE SOILS MAP PROJECT NO. 50119298 C0.O6 SHEET NO. C Al C i G Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 LU W >- LU UW Q >U U) z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O `� 1 zz C'MM J o U) 0< J �Q C 0)m O� o Q U Z N o J 0 r) QQ (n 75 W m J Q SEAL dO��EALTtf O,p`� O { U Pam A Lit No. 037023 o /2`3121 w�a p� e @®Kr'01VAL SN.4 SCALE 0' 30' 60' 120' SCALE: 1" = 60' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE OVERALL PLAN PROJECT NO. 50119298 C0007 SHEET NO. 1 1 2 1 3 1 4 1 5 E X A Q \ N� ILL CREEK RIVE \ 1 1 I I I I PARKING LOT \\ \ — \\ _ It I / \�\\\\\ \ \ �� /J L/ \ 1 PARKING \ 1 I ( q \\ LE ) \ - \ \ (lr( 1 \ 1 l I > )O J// ////// \ \\�\ \ \` \\\� \\ / // // /I / \) 1 I I \ \ ) LOT PAR�AM GIRD I J (I \\� \ �\ / //1 / , I I 1 1 _III /I \1/ If II ,/ \ \ TV#9 \ l It �(lll)1111\\\\ \III //_/\ IIIII\1 / �� \ \\\ 1) I II ( — \ ( ( ({IIII II \\ \ \ \\ 1\\ �1 \ \\\\\\\II COUNTY OF \\\\II 1111\ 1 l \ 111 11 1 ,PARKMG \ \ \ \ ( I f ( I\\\\\\ \\ \ ) \ \ \ \ \ II ( MONTICELL l\\ 1 ) LOT \ \ \ \ \ \ lllllll \\ \ \\ \ ) // ////F \ \ \ \ \ \ \ C/O FINANCE \ 1 f 1l \ \ \ 11\\ 1 ! / \D.B.,\ l 1 I \ /� I I I I I l / \ \ \ \ \ ) \\ \ \ \\ \\ \ \ \ / �� I 1 PG. I \\ I\\ \ / I 1 FIRE RESCU C 1.03 \ \ \\\ \\ \ \ { I/ C 1 •02 i IIII \ \ l \ \ 1 \I\\ \\\) J I ( ((( I) I / 1 — \ \ __ — PARCEL ID: 09100-00-00-002E0 \ \ J l\I 1 r\� I ( I I I STATIO�F \ \\ \ v ZONING: R15 RESIDENTIAL ll \l I I N/Ff 1515 FOUNDERS PL \ \ \ \ 1 III 11 1 l ) I 1 I \\ p \ \ D.B. 3860, PG. 155 \ \ \ TRV \ \ I I TRV \ D.B. 1895, PG. 168 (PLAT) — — L I �\ \ \ \ \ \ PARCEL ID: 0910(-00-00-002D1 =>y N/F Z V III,`�\ \ I 1 = — `� ZONING: PD-SC PLANNED CREEKMILL LLC\\ 1 J 11 I ( I I I 111I \ _ \ �\ D.B. , PG. \ \\\ \ =DEVELOPMENT SHOPPING CENTERS _ _\� \\\\\\\ \\ \\ \ �i/ \\ \\\\ \ / _��Q \ \ 1 / \\\\\\\ \\\\\ \� ID: 09100-00-00-002D3 \ (( \ 1\ \/1\\ III( ( \ (//// /) I 1335 PARHAM CIRCLE / \— \—— — ONING: PD-SC PLANNED NT SHOPPING C NTER \ \ \ \\ \ \ \ II=�--_ \\, \ \1 \\\\\\\\\\\� \\\ \ 1\11 I \ \ / 1 )I / \ IIII � \\\ ( I J I III 11\ l 1111 \ IIII / N/F r - I 1 \ \ I ( ALBEMARLE COUNTY r II / \ I 1 1 \ \ SERVICE AUTHORITY IRF \ \ \\\ \ \\ \ \ \ . \ v / \ \ \\ \ \ \ \ \ \\ \ I III / \ \ AL�EInARLE COUNTY ��� \ \ III III I ✓ //\\ SERVICE AUTHORITY \\ I �- r- — �\ \ \ /� \ \\ \ \\ / �% \\ \ \\\ \ \\ \ \\ \ \ / -� - \\\ \ \ \ \ \ I I / / _ _�� \\ \ \\\ \ \ \ \ \\ \ \\\ \ - IRF I�� ° W tO W II —N/F / ) I I\ COUNTY OF ALBEMARLE I I I \\ \\ \ I r \ \ O \)\ \ I(/ \ 11 \ I \ \ )Ill( I\ / - I11 D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001 AO / — / \ \ I / \ \ \ \ \ I 111 �` D.B. 1089, PG. 670 \ \ \ \\ j \ \ \'� \ \ \ \\� / // PARCEL ID: 09100-00-00-00100 \ \ \ \ MANAGED STEEP \ \ \\\ \/ — _ \ \ \\ \\\ \\ \ // — \ \ \ \ / — \\ \ \ \ \ \ \ \ — — — \ \\\ \\ \\ \\\ \\ \ I �i \ \ \ \ / \ \\\ \ \ \\ \ / — \ \\ \\\ \ \ \ \ — \ I _IIIII C/O FINANCE - \ \ I I 1 I I\ �\ \\\ \ 1 \\111D.B.,( /) \ ( PG. c\ \\ \\ \\ 11\ / )) I \ \ I 11 PARCEL ID: 09100-00-00-002EO ) ) II) \ ZONING: R1 RESIDENTIAL ! / i / � \ \\ // \ 9.54 AC \ \\ \ \ SLOPES (TYP.) �� \ \\ I ZONING: R1 RESIDENTIAL / \\ \ \\ \ \ \\\ \ \ \ \ \ \ \ / / // / —__ _ — I 1 \\\ I / / I I ZONING: R15 RESIDENTIAL \ _ ////Ifllllllll l I ( \) I �I1111111II/I / / //�/// I /� \ \ \\�\� \\ \\\ III I \\\_ 1515 FOUNDERS PL \ 111 1 \ 11 _ I 1 \ 1 \ 1 \ \ \ I \ \ \ N/F II\I 1 1 I \ 1 1 \ \ I ALBEMARLE COUNTY \ \ 1737 AVON STREET EXT — 1739 AVON STREET EXT I \ \ \ SERVICE AUTHORITY )IIII D.B. 1089, PG7o \ )1\lJ lI _\ III ) 1 \I ( PARCEL ID: 09100-00-00-001 EO ZONING: R1 REDEENTIAL III IIIIIIIIIIIII (I \ _ l)\\\ T/R , \ \ /s R l 1 \ \ III I �—�— -- \\\ \ l \ \l I I \ 1 I 1 (III. 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I ALBEMARLE COUNTY ) \ IIII SERVICE AUTHORITY I)f ( \ 1 )I I I II / D.B. 1089, PG. 670 PARCEL lD: 09100-00-00-001 FO \ I ZONING: R1 RESIDENTIAL \)) — I 1 1 I IPAR/ ZONING: R1 RESIDENTIAL 0 I _ / \ \1\ 1 %NST €EiEXT \\ \ \ \ \\\ \ \ \\ \ \ \ \\ \ \\\\\ \\\\\\\ \ \) 1 \ 1 \ \ \ \ \ \ 11\ \� �� \ \ \ \ \ \ \ \ \ \ \ \ _ — \I\I I\\ -- TR -�\ \ 1 \ . \ / - ...� 11 1�- - , \ \ � \ \ \ \ \\\� _ _ _- - - ALBEMARLE HEALTH \ \ ��/l//((Ill o l�\\ IIII 0� illllll\Il\Illlllll\1 1 (\ I I ) I\ I \ 1) N/F I I I 11I/ / / \III\\ \� \ \\\\� I) I / \ \\ 1 I ) \ \ \ \ \ 1 \\\ \\ \\\ \\\\\\\ \ \ \ \ \ \ \ \ \ \ \ �- �_ //� I \\\\\-_- /_\ lss \\ \\ \ // — — \ \\\\\�\\ \ \ CARE CENTER, LLC \ \ \\\J1 D.B. 4132, PG. 347 \ / \ \ PARCEL ID: 09100-00-00-01200 / - \ \ I _ - \ I 1 r I 1 \\\ I I I ALBEMARLE COUNTY \ I \ I ( I I 1 I 1 I 1 1 SERVICE AUTHORITY \ ( ,,II I HVIWpTERTANK \ \ JII \ 1 7 )C�LL TO \ \ \ \ \ \ \ l 11 \\ 1 1 ) / \ / SITE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ /�— \ \ \\ \ \ / /� �� _ \ \ / _� \ J \ \\ \ \ \ ZONING: PD-MC PLANNED l / \\�� \\\ j �� i\\ \ J — \ \ \\\ \\ DEVELOPMENT MIXED COMMERCIAL / \ D.B. . 1089PG67o ) I I 1 I I ) I \ \ \ \ \ I \\ \ \\ \\ \ \ \\\I\ \ I 1 \ W 7 / 111)) I ( ~ 1 \ II 1 \ \ \ I I PARCEL ID: 09100-00-00-001B0 \ 111\\ 1 \ \ \ \` J /I I \\ \ \ (III I1 R 1 RESIDENTIAL \ \ \ \ \ \ I \ \ \ \ \ 1 1 \ -- J I _ _ \\\ _ — `(�� = _ —\ �� 1540 FOUNDE $.PL — —_ J II\\ 1 w �I \ \ \ \ \\ \\1III)1 �� ✓ems ==—_ -- \ \ \ 0 1 I \ \ \ \ I \ 1 \ \ �/ 1 //� \ l \\\�\ \\ TR 5 E J \ \ 1 \� \ / ill \ % I C I) —_ — 1 \ E^ � � � // 1 (\ 1 I I \\ I III \ 1 I DOMINION CRANE \ \\ \ 1\ \ 1 D.B. 1237, PG. 594 PARCEL ID:09100-00-00-001D0 , ) / \ ` _ i / I I II ,I �// � \ l�(f \ \ \\ \\ \ \ \ 1\ \\ \ \\ \ \\ 1 I I \ 11 ( 1 ZONING: LI LIGHT INDUSTRY \ \ \ \ \ \\ \ \\ \ 11 1\\\ I 1745 AVON STREET EXT � 1 \ I / \ g0' RIGHT F WAY PA♦�Klf)dG PARKNG Q 1 / I ) ( OT \ e B. 306, P6. 14 tO / / / / / I 1 // j 1 \\ I (I /,`\ % / / / ` \ \ � ry I)IIIII I) JJ I (I(I)II \\1 \ \\\ \ \\\ \ \ \\\\ \ \\ \ \ \I \\\\\R\\ \\ \ UNITED RENTALS U.B. 348, Pf,. 10)4 ALBEMARLE HEALTH & \ J) / J I \ \ \\ \ \\ 1 \ \ \ \ \ \\ \ \ \ 1 / J ( I (J ll(l(I( REHABILITATION CENTER \\ \\)\\\\\ \ I It � \ I\I\ \\ \\\\\ \\\\\IIII/ 1 \� I ( I 1(( (IIII\\\ \\ \\1\\ J I I ID I(I)III\\\\� \\\\\ \\ \\ ) \\\ \ \\ \\\\\ \ \ \ ( )Illll(I // //)IIIII \ \ \1 \ \ / J 1 I( )l (`�\��_\\ti, \\\\\—� P )/// //// 111 IIII \\ PARKIN\G MOUNTAIN VIEW \ / L _ _ \ \III\ I I 1 \ \� ELEMENTAF3 SCHOOL \\ ( ( _ \ 1 GENERAL NOTES \/ \ \ / o ) { / \ ) \ \ I \\\ I \ III, \ 1 1 tY + 1. SURVEYED INFORMATION SHOWN IN BLACK AND GIS INFORMATION FADED TO GRAY FOR CLARITY It f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com 0 Ir Z) LU W LU - Uw Q U E75 ~CE z mZ W Q Q �' � Y Cn Z z W _ W - 0 O I— zz C'MM J U) U< J QO o cn W 0� o m a UZ N o J O 0 QQ cn UW W Q SEAL o®e•o©s 46 o''; V A Ty KEVIN ANTHONy P6NNO Oc.No. 037623 12 SCALE 0' 30' 60' 120' SCALE: 1" = 60' IISIONS No. DATE I BY I Description NTF DRAWN BY KAP APPROVED BY ACID CHECKED BY DECEMBER 3, 2021 DATE TITLE OVERALL EXISTING CONDITIONS PROJECT NO. 50119298 C1001 SHEET NO. 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RKIG *8, PG. 104 / I PA I LOB�i' ( / GENERAL NOTES 1. SURVEYED INFORMATION SHOWN IN BLACK AND GIS INFORMATION FADED TO GRAY FOR CLARITY � I It Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O IO Z) J W >- LU UW P Q U E75 z mZ W Q J :5U "CE m' Y �//�� VJ 7 Z ~ 0 z W z _ w 0 O I— Z z C'MM J ( U) o J a Q O 0) W O o� m a Uz N o J O 0 QQ (n W m Q SEAL O�VIEA�TN OF`>a o u KEVINANTHOkIPzo ro Lic. No. 037023 o� IZ 3/21 ww.! ffi®.c�OT'AL ENBffi SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE EXISTING CONDITIONS PROJECT NO. 50119298 C1.02 SHEET NO. C X C N 0 1 2 3 4 �540 N/F RIP OP Go\—\—\— / COUNTY OF ALBEMARLE \ I / / / I \ / 6" WATE NE TO FIRE HYDRANT/ C/O FINANCE �> / i 5 /� — _�\ \ \ \ \ \ \ \ \ \ \ D.B. , PG. 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SURVEYED INFORMATION SHOWN IN BLACK AND GIS INFORMATION FADED TO GRAY FOR CLARITY J i O» 1 /'r/,(,I II I O Z J LU Lu >- LU U LEI P Q U E75 z OT C Uj Z Q J Q 0 U > i Cn Z F- E z W 20 W O I— Z Z C'MM J � U) o W a �Q C 0)m O O Q U z N o 0 J> 0 QQ cn W m Q SEAL O�VIEA�TN OF`>a O zouKEVINAN (o) IP ro Lic. No. 037023 o i2l'�/21 ww�' ffi®.c�OT'AL ENBffi SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE EXISTING CONDITIONS PROJECT NO. 50119298 C1.03 SHEET NO. 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VDOT CG-13 COMMERCIAL ENTRANCE. COORDINATE WITH DESIGN OF AVON WIDENING 1 JECT. CONTRACTOR TO VERIFY TIE IN LOCATION AND NOTIFY ENGINEER OF DISCREPANCIES. A TRV#6 LIMITS OF ALBEMARLE COUNTY STREET IMPROVEMENTS: CONSTRUCTION ANTICIPATED Q 1 2022 1:79 TRV#8 N/F CREEKMILL LLC D.B., PG. PARCEL ID: 09100-00-00-002D3 ZONING: PD-SC PLANNED DEVELOPMENT SHOPPING CENTERS N/F I WHITEWASH, L.L.C. D.B. 3860, PG. 155 D.B. 1895, PG. 168 (PLAT) PARCEL ID: 09100-00-00-002D1 ZONING: PD-SC PLANNED I DEVELOPMENT SHOPPING CENTERS \ 1335 PARHAM CIRCLE I N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001A 3EMARLE COUNTY 2VICE AUTHORITY .B. 1089, PG. 670 ID:09100-00-00-00100 9.54 AC ... ....... WMH J LIMITS OF DISTURBANCE i — pATH SECURITY FENCE ^�O REFER TO DETAIL SHEET C5.01 c� 9 Dewberry Dewberry Engineers Inc. I 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 Iwww.dewberry.com STORAGE BAYS r DUMPSTER I ENCLOSURE — I ...... )\ I III I I III I I. i.r n'. 1I.iq.n'I I I '2rt,n' I I I I, N/F r - DOMINION CRANE & RIGGING INC D.B. 1237, PG. 594 PARCEL ID: 09100-00-00-001 DO ZONING: LI LIGHT INDUSTRY 1745 AVON STREET EXT PARKING LOT of CD q 6' CHAIN LINK FENCE 50' RIGHT OF WAY D.B. 360, PG. 185 D.B. 348, PG. 104 GATE WITH AUTOMATIC CARD READER HATCH LEGEND ASPHALT CONCRETE GRAVEL I GENERAL NOTES rr O J LU W >- LU UW Q >U E75 ~ z C7 m W Z Q Q �' CE C/) Z H z W z _ w 0 O I— zz C'MM J o U) 0< J �Q C 0)m O� o Q U Z N o J 0 r) QQ (n 75 W m J Q SEAL o®e•o©s 10 V,ALT$ Off. AAk !� KEVIN ANTHONY pEIVNOC A Uc.No. 037623 r � o4, c. Im �� & °NAL flGfb SCALE 0' 15, 30' 60' SCALE: V = 30' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE SITE PLAN PROJECT NO. 50119298 C3m01 UNITED RENTALS 1. THE MAXIMUM HEIGHT FOR A SINGLE RETAINING WALL, MEASURED FROM GRADE TO GRADE, SHALL BE TEN FEET. 2. A MINIMUM HORIZONTAL DISTANCE OF THREE FEET SHALL BE MAINTAINED BETWEEN EACH INDIVIDUAL WALL IN A STEPPED WALL SYSTEM, AND SHALL BE LANDSCAPED WITH SCREENING SHRUBS PLANTED ON TEN FOOT CENTERS. SHEET NO. 1 2 3 I 5 C A /., N/F I COUNTY OF ALBEMARLE C/O FINANCE D.B. , PG. I PARCEL ID: 09100-00-00-002EO ZONING: R15 RESIDENTIAL 1515 FOUNDERS PL WMH PATH — — — y LIMITS OF DISTURBANCE SECURITY FENCE. REFER TO DETAIL SHEET C5.01 u� STORAGE BAYS Uri v O SEGMENTAL RETAINING WALL DUMPSTER MAX. HEIGHT = 10' (TYP.) T ENCLOSURE GUARDRAIL ALONG UPPER A P.) .................'4 tij. _:.'. o a /A\ STON GRASS AREA I WV }y) l D WD— 5'SETBACK IRF \ STORMWATER BASIN I EL ACCESS ROAD I ! II O N — CONCRETE I SIDEWALK LANDSCAPE ALONG STREET FRONTAGE PER ORDINANCE SECTION 32.7.9. 28' WIDE ENT NCE GATE WITH A TOMATIC CARD READE VDOT CG-13 COMMERCIAL m ENTRANCE. IE IN TO I EXISTING ED E OF UTTER STOP SIGN & 24" 9-J WIDE STOP BAR TIE INTO ISTING 5' WIDE SIDEWALK ADD VDOT CG-12 DET TABLE WARNING S RFACE (TYP.) I I � GENERAL NOTES END STA MAINTEN SIGN N/F COUNTY OF ALBEMARLE C/O FINANCE D.B. , PG. PARCEL ID: 09100-00-00-002EO ZONING: R15 RESIDENTIAL 1515 FOUNDERS PL 9 Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com 0 2 Er Z) Er J W >- LU UW P Q U E75 H z C7 mZ W Q J Q "CE /� � C/) Z H z W z _ w 0 O I— zz C'MM J o U) 0< J O cn w 0 CQ G O U Z N o 0 J 0 QQ U) C G MW W J Q SEAL I �s HATCH LEGEND ASPHALT CONCRETE GRAVEL 1. THE MAXIMUM HEIGHT FOR A SINGLE RETAINING WALL, MEASURED FROM GRADE TO GRADE, SHALL BE TEN FEET. 2. A MINIMUM HORIZONTAL DISTANCE OF THREE FEET SHALL BE MAINTAINED BETWEEN EACH INDIVIDUAL WALL IN A STEPPED WALL SYSTEM, AND SHALL BE LANDSCAPED WITH SCREENING SHRUBS PLANTED ON TEN FOOT CENTERS. 3. NEW CANOPY FOR FUELING STATION IS 26X26', HEIGHT IS 17'-6" o®e•o©s Q4 %NV ALT y OF Ap KEVIN ANTHONY pEIVNOC A Uc.No. 037623 r � o4, c. Im �� & °NAL flGfb SCALE 0' 15, 30' 60' SCALE: 1" = 30' 3EVISIONS No. DATE I BY I Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE SITE PLAN PROJECT NO. 50119298 C3002 ALBEMARLE HEALTH & REHABILITATION CENTER SHEET NO. 1 2 3 4 5 _ _ \\\ 1 IRS - - � - ._ _ _ --_ _ _ _ WHITEWASH, L.L.C. D.B. 3860, PG. 155 \ - � ` �- �� �� \ \ - _ - \ \ N/F D.B. 1895, PG. 168 (PLAT) CREEKMILL LLC _ _ -_ _ = D.B. , PG. \ \ \\\ - 54S PARCEL ID: 09100-00-00-002D1 =- ` _ - � � � � �.c - � ZONING: PD-SC PLANNED - - -� = -��� \ \ \ ` PARCEL ID: 09100-00-00-002D3 - -- \�- \ ZONING: PD-SC PLANNED 'DEVELOPMENT SHOPPING CENTERS DEVELOPMENT SHOPPING CENTERS 1335 PARHAM CIRCLE / / �� \ \- \-<��'\ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ ✓ / / / / / / - \ \ \\ \ \ \ \ \ I I \ I I 1 I I / / / / ✓ ' SETBeCK \� � \ \ � \ \ \� \ \ \ \ \ � � 1 � � � � BW 555.95 I 50 IMI S OF, DI TUR A CE\ I I w BW 558.fi9 \ gy1/ 560.12 \ ALBEMARLE COUNTY \ \ \ \ \ \ PPV \ \ ) I ALBEMARLE COUNTY / \ \ SERVICE AUTHORITY \ \ \ \ \ \ \ \ \ \ \� TW 5TW 569.12 \\ \ \ \ \ / \ \ D.B. 1089, PG. 670 \ \ \ \ \ \ \ 73.34 _ SERVICE AUTHORITY / / _ \ 'PARCEL ID: 09100-00-00-00100 \ \ \ \ \ \ \ \ \ \ \ \ \� \ \ \ I I `\ TW 568.22 \\ \ \ PARCEDL ID: I09100 00 00-001A0' J / / \ \ 9.54 AC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ ZONING: R1 RESIDENTIAL / / - - - \ ZONING: R1 RESIDENTIAL \ 1 \ \ \ \ \ \ \ \ \ \ \ TC 573.19 / TW 570.28 \ 1737 AVON STREET EXT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \\ \ T \ TC 573.79 / 1 R \ \ \ \� BW 559.12 \ \ \ \ TC 569.26 \ \ \ \ \ \ \ \ \ TC 568.93 � - 1739 AVON STREET EXT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ BW 566.30 \ \ / A TC 568.60 1 \ \ \ \ / TW 568.14 \ - \ \\ \ ` \ TW 574.28 \ / / TC 573.12 TC 570.68 TC 568.09 BW 554.93 \ \ \ 1 I I I I I I I / / \ ✓ / / \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TC 568.20 \ \5ss.zo / --- TC570.22� \ l / \\ \ \ \ \ \\\ \ \\� \\.�\\,\\ \I TW571.46 \ �\ MANAGED STEEP SLOPES (TYP.) N/F BW 573.53 TC 574.99 / TW 568.54 \ \ 1 ALBEMARLE COUNTY / / / \ / ' \ \ \ 1 \ \ \ \\ \ \ _ _ TC 574.51 0 \ \ i I I I I � \ � � \ \ \\ \ _ \ BW 554.95 T \ \ D \ 1 \ I \ 1 I I I I 1 ( SERVICE AUTHORITY l \ \ \ \ - \ \ \ \ \ \ D.B. 1089, PG. 670 / \ / \ \ \ \ \ /\/ \ \ L \ \ \ \ \ \ \\� -\ �- - - - \ TW 575.53 \ TC 575 41 TW 574.90 - T �555.60 \ \ I �- � �` P 554.25 \ \ \ \ (I I \ I I I I I I I PARCEL ID: 09100-00-00-001EO / \ / \ \ \ , 1 i' �_\ \ \\\ \\\ \\ �c� -\ �- - \ \ \ \ 574.55 \ EP 575.00 - - ZONING: R1 RESIDENTIAL / I \ I\ \ \ / �\ \ \ \ \\ \ \ \ \ EP 574.37\ EP 555.00 554.85 \ � \ \ � \ _ 573.25 \ DONALD W. SHIFFLETT / / / - - / / \ II I I I� I \ \ \ 1 \ \ \\\ \\ \ \ \ \\\ \ \ \ \' \ \ - \ / \ \ \ 1 1 1\ \ \ I I \ \ \ 555.96 D.B. 1074, PG. 400 / \ \ \ \\ \ \ \ \ \ \ \ \ - - \ 0 556.26 \ I \ \ I I ) I 1 PARCEL ID: 09100-00-00-001F0 / / \ \ / /� \ \ �\ \ \ m\ \ \ o a \ C0 \ \ ZONING: RI RESIDENTIAL / / / \ I I I \ L \ \ \ t (� \ \ \ \ \ \ \ \ \ � °� \ W \ \P 1 \ I )\\\\\\ I / / / AI 1 \ 10 \o\\� \ \ _ \ \\\ 1729 AVON STREF�T EXT i / \ ( I I \ \ 1 \� \ J 1 J o \ i \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ m \ w \\\IIII \ \ \ 1 I 1 \IIII\\ \ I \ I IRF I IIII 1 \ 1 I1 1 I l / / \ 1 I I I I 1 \\ / \/�� \ / 1 I \\ \\ \ \ \ \ \ \ \ \ \ \ 557.80 \ \\\\ I ) 1 1 \ \ \ \ \ \ \ N/F , \ \ , \ \ I \ \ \ EP 574.95 1 I I I I I I I ALBEMARLE COUNTY / / \ \ \ I I I _ _ \ \ EP 574.00 \ \ EP 554.90 6" P@IC \ SERVICE AUTHORITY / I I 1 \ - - \ \ \\ \ �^ \ \ EP 575.00 EP 555.00 T �S \ EP 558.06 D.B. 1089, PG. 670 % I \ \ I I) / \ \ o i EP 575.45 \ - I PARCEL ID: 09100-00-00-001A0 / / \ \ \ \ _ \ EP 575.40 \ C I I I II \ \ I \ I I I I / / _ \ I / / \ \ \ 1 =_ C \ LP 552.00 \ \ \ 1 I I ( I 1 I I I I I I I I BONING: /1 RESIDENTIAL / \ \ I \ \ \ \ \ \ \ \ yy \ T \ \ \ )1`\\\/ I \\ I 11 1 I I I I I I I I I I I \ II I I // / \ I\ III11 \ / __ \ \ 572.50 PVC \ EP559.71 \ 1 I IIII \ \ I 1 1 I ► 1 I I I _ / I - \ 1 11 \ 1 1 1 I /�, - � \ I \ \ \ \ \14+ a 1\\1 I I I I I I \I I I I I I I I / / I I \ 1\\1\ \ �/ \ \�\ \ \ \\\ \ \\ \ 18"RCP LP574.01 1 6 I I I I I I I I 1 \I 11 \ I I I IIII \ 1 \ I ( 1 \ 1 I I I I I I I \ 1 I I I I I \ I ) \ \ \ / \ \ \ \ \ \ \ 1 553.88 555 // III I I I I I ) I I IIII 1 I I 1 I I 1 I 1 ) I I I 1 1 1\ � \ I \ / // / / \\ \ \ 6'•FHAIN LINK \ \ 1 I \ I I 1 I / I I III 1\ I // / \ \\ \ FEIyCE1 I\\\ \\\ ao 0 RWSA WXTER TANK \ 1 x �_ 1 I I I I 1 I ELL TOWER SIT \\ \ \ \ S EP 5 N/F \ \ \; I I I 1 1 I I \ SALBEMARLE COUNTY ERVICE AUTHORITY \ \ \\ \\ 1 \ I \ \ I I N 7\ \ \ \ 1 I \ I I \ \ \ \ \ \ \ D.B. 1089, PG. 670 �\ \ \ I \ ) \ I I I `\ \ 1 \ / k I \ \ \ \ \ \5 S7S \ ZO °� I PARCEL ID: 09100-00-00-001B0 \ \ \ I I I 1 1 I \ 1 ) \ \ I I 1 I I \ \ \ Z Q NING: R1 RESIDENT� IAL / \ \ \ \ \ \I III\\ \\\\ 1 \ �� \ \ se _ GP III 5 1 1 1 \ \ 1 n 19 EP 591.38 EP 593.44 I I \ \ \ \ \ \ \\ \\ \\ \ \ ` - - - ' / / \ �P 4 \ F ` I I \ EP 589.51 \ EP 588.56 \ I EP 590.88 \ 1 \ 1 \ - \ \ \ \ F`H \ \p \ \_\C14AIINLINK FENCE \ \ \ \ \ \\ \ i - - M I EP 594.86 90 LI)I EP 590.96 610--== �I --- )� / \ \ \ I - I I \ IIIIIT/�////// / / II" VIW RF �.r \ I I \�\\\�; STON A EP 594.03 I I IIt o / / ` \ I \ 1 Z 6' CHAIN LIK FENCE � EP 590.00 \\ \\ \ \ \ b DOMINION CRANE & RIGGING INC ✓ _ / 1 / I I / / / I �/ I /I 1 I I 1 I \ \ /I/ �/ ���� � (/ \ \ I I I I 1 / / \ 1 1 \ \ \ \ \ \ \ \ D.B. 1237, PG. 594 rn \ I \ \ \ 1 I I \ \ \ PARCEL ID: 09100-00-00-001D0 A \ \ I \ 1 K\ \ I 1 I \ \ 1 \ \ I / / / ) 1 I ► h �' ( / // ))�//I If / 1 \ \ \ \ \ \ \ \\ \ I I \ \ 1 \ \ \ \ ZONING: LI LIGHT INDUSTRY \ \ \ \ \ \ \ \ \ I NA \ \ PARKING 1745 AVON STREET EXT \ LOT \ 50 RIG�}T OF WAY ) I / / I I I 1 / /�//% / D.B. 1, PG. 185 I l / l l I I I I 1 \ \ p \ l D.B. 3148, PG. 104 / I I PARK11413 Loy GENERAL NOTES //�/�/� I pll \I > 1. CUT/FILL ANALYSIS: 31784.05 CY CUT, 36910.99 CY FILL III >l \ \ 1 1 \ \ I I I I 2. TOP OF RETAINING WALL IS 0.5' ABOVE GRADE ON THE HIGH SIDE It Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.conn O Ir Z) J LU W >- UW P Q U U z mz W Q J Q U > > Cl) z z W _ w > 0 O I- zz C'MM J c U) 0< W QO cn w 0� O m a Uz N O 0 J 0 QQ cn W m Q SEAL O��LAJTN OF`1a u KEVINAa(0) PENNO r ro Lic. No. 037023 121i..I ONAL EN e1% SCALE 0' 15' 30' 60' SCALE: 1" = 30' 1EVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE GRADING & DRAINAGE PLAN PROJECT NO. 50119298 C3m03 SHEET NO. E C 100 INC 0 1 2 3 4 5 N/F RIP R�P COUNTY OF ALBEMARLE C/O FINANCE _�54 D.B. , PG. MANAGED STEEP \ \ \ \ \ \ y15 _ - PARCEL ID: 09100-00-00-002E0 \\ SLOPES (TYP.) / - = - - - i�\\\ INV=505.92 ZONING: R15 RESIDENTIAL - \\ \ i / l 1515FOUNDER�PL WVWMH / �_ \ \ \ \ \ \ \ \� PA H \ \ \ 12" CMP L�MI \U B R$E 5' \ \ \ ' \ \ \ \ I�`5O�S� STN/ / _ _ / - I 14SE K BAC BW560.12� \ \ \ \\ \ \ \ \\\\ \ \\ \ \ \ \\\ \ \ \ \\ y I I r \\ \ \\ \ \ I FL -- _ I \ \ kl�\\( \ \ \ \ \ \ \\\\ \ \ \ \ \\ \ \ \\ \ \ \ \ \ \ 515 52 - I I \ \ \\ - \ - TW 569.12 \ \ \ \ \ \ \ \ \ \\ I � I f \\\ \ TW 568.22 TW 570.28 BW 559.22\\ \ !!! / \ TC 569.26 1 R TC 568.93 \ 1 BW 559.12 \ \ \ \ \ \ \ BW 545.04 \ \ TC 568.60 \ TW 568.14 \ \ \ \ \ \ \ \ \ \ 4 a - F A BW 554.93 \ \ \ BW 545.08 \ 4 4 - - - / EP 524.79 1 I 1 \III 1 I I I I � COUNTY OF ALBEMARLE i73.12 TC s70.68 TC 568.09 - - / - \\ EP 524.31 11 I I I I I I I I I I ^ C/D.BINE PG. T\569.20 \ \ \ TW 554.00 \ - - \ - I i I PARCEL ID: 09100-00-00-002E0 TW 571.46 TW 554.64 _ / I \\I\\I\IIIII II 1 \ ( \ \ \ ZONING: R15 RESIDENTIAL \ ' \ - - / � \ I /(I I IIII / \ 1515 FOUNDERS PL TW ssssa 1 554.02 TW 574.90 BW 554.95 $ 554.25T \ \ \ \ \ \ \ 5 \ \ \ 554.00 I I / _/ j / / - p 2 EP 537.50 0 _0) _5_ _ FC TC 554.41 ill 55.00 3-1 I ) \ \ \ \ Lp Mlyl i J \ ssss \ \ \ \ \ \ \ I 7 - _ / / / / /P�j ST \ / WV D 556.26 \ \ \ I / i r EP 543.60 if/ \ 06 15" CPP \00 I \ \ m \ \ \ I I \ \ co m N _- -_- \� \ n \ \ \ 557.80 I 1 I I I I I I _ EP 553.56 - _ / - / / _ EP 541.89 I _ - _ -_ - _ - II _-�\\ �I IIII( / \ \ I _ _ J o \ e - I pa I I I I EP 554.30 z 553.84 � \ _ � - -� - - -(� \ \ EP 554.90 6" P9C BW 550.50 BW 554.98 /-� o - _ EP 555.00 3 - - 553.67 550i 5 / - L - _ TW 555.00 553.06 / y \ \ 561.50 - TC 562.73 I TW 559.50 EP 554.43 LP 552.00 - - - TC 562.53 I L 0 - - 554.22 tj \ EP 559.71 _ EP 5s2.98 \ \ \ \ _ - i , /�/ 1�G 1S°55 ST ��N: ` \ _ / / i - ✓ \\ \\ I \ \\ \\ - - i / / \ _ / 0-�� 1 553.88 EP561.2s 0 \ 1\ \ EP 562.17 / �,�� - 50 02 I \ ` S EP 564.93 I 1 \ \ \ \ \ EP 565.80 \ 565 \ \ \ \ \ i - o - _ �_ / / 5°\ QNP`� �' O,� \ \ 04 \\ \ \ \ 1 \ \ 1 1 \ \\ \\\ -fir\\ISID -�EP 568.81000�/ 1 L_ �576 \\ \ / / / ' S� O \ i \ _ ALBEMARLE HEALTH N/F\ \ \ J \ \ 1 \ \ \ \ / / 56 1$ GP \ \ / \ CARE CENTER, LLC I✓- / - / ) - - D.B. 4132, PG. 347 // / -� - _ PARCEL ID: 09100-00-00-01200 � / TM I _ /� /// ZONING: PD-MC PLANNED J \�\\ I / - / v _ _ DEVELOPMENT MIXED COMMERCIAL 1540 FOUNDERS PL P588.56\NP�ow `\ \ GRASS -c%i /// / /�//// / / / , / AREA / I I IR I♦R/ I llll'I /I �(//// / / I / / \� / / \ I \\0 \ 1 I \ \\ / STON ALL ALBEMARLE HEALTH & / REHABILITATION LTATIONCENTER GENERAL NOTES 1. CUT/FILL ANALYSIS: 31784.05 CY CUT, 36910.99 CY FILL 2TOP OF RETAINING WALL IS 0.5' ABOVE GRADE ON THE HIGH SIDE I Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O Er Z) Er J W >- LU UW P Q > U E75 z m W Z Q J Q U' > � _r ; U I- Z z CY) U) o J a Q O 0) w O 7 m a Uz N o J O 0 QQ Q U) MW W Q SEAL O���AJTN OF`ffi O 2 u KEVINAhan (o) PENNO r ro Lic. No. 037023 ffi®.c�OT'AL �NeB' SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE GRADING & DRAINAGE PLAN PROJECT NO. 50119298 C3004 SHEET NO. 1 9 4 d F C C C i Lk • Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I— rr 0 2 J W UW a > U z ErZ W Q Q "� ¢ > cn Z H F- W z W� O Z vim) w ir O 0 U W O C<C G O DO Q U z N O Lu � J � QQ Cn W m J Q SEAL 010 LTg �w`� 0 u KEVINANTHOkyPENN-0 r ro Lic. No. 037023 T Q'r ww.! Is®.c'rONAL EN B4 SCALE 0' 15' 30' SCALE: 1" = 30' 9EVISIONS No. DATE I BY I Description m DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE UTILITY PLAN PROJECT NO. 50119298 C3mO5 SHEET NO. 1 9 4 d � C C C EZ F f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I— rr 0 2 J W UW a > U z ErZ W Q Q "� ¢ > cn Z H F- W z W� O Z vim) w ir O 0 U W O C<C G O co Q U z N O Lu � J � QQ Cn W m J Q SEAL dO��EALTtf O,p`� O { r) KEVINANTHONyp Em .. b Lit No. 037023 0 12`3121 w�a G1 B �^rOIVAL EN sN SCALE 0' 15' 30' SCALE: 1" = 30' 9EVISIONS No. DATE I BY I Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE UTILITY PLAN PROJECT NO. 50119298 C3mO6 SHEET NO. C Al C i F It Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 LU W >- LU UW Q >U E75 z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O I— zz C'MM J o U) 0< J �Q C 0)m O C G O a U Z N o J 0 r) QQ (n 75 W m J Q SEAL ril gALTi( OA, 9 O �� u KEVINAN (o) IPzo ro Lic. No. 037023 ww,! Is®.c'rONAL EN B4 SCALE 0' 15' 30' 60, HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS No. DATE I BY I Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE ROAD PLAN & PROFILE PROJECT NO. 50119298 C4001 SHEET NO. 1 7 4 d C Am A i Lk It Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 LU W >- LU UW Q >U E75 z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O I— zz C'MM J o U) 0< J �Q C 0)m O C G O a U Z N o J 0 r) QQ (n 75 W m J Q SEAL O 2 u KEVINANTHOkIPENNO r ro Lic. No. 037023 o I2�3�2� wwa Is®.c'rONAL EN B4 SCALE 0' 15' 30' 60, HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS No. DATE I BY I Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE ROAD PLAN & PROFILE PROJECT NO. 50119298 C4002 SHEET NO. 1 9 q d F C C C G FS Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 LU W >- LU UW Q >U E75 z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O I— zz C'MM J o U) 0< J �Q C 0)m 0 C G O a U Z N o J 0 r) QQ (n 75 W m J Q SEAL O 2 u KEVINANTHOkIPENNO r ro Lic. No. 037023 o I2�3�2� wwa Is®.c'rONAL EN B4 SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE WATER LINE PROFILE PROJECT NO. 50119298 C4mO3 SHEET NO. C C C G Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 LU W >- LU UW Q >U E75 z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O I— zz C'MM J o U) 0< J �Q C 0)m 0 C G O a U Z N o J 0 r) QQ (n 75 W m J Q SEAL O 2 u KEVINANTHOkIPENNO r ro Lic. No. 037023 o I2�3�2� wwa Is®.c'rONAL EN B4 SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE WATER LINE PROFILE PROJECT NO. 50119298 C4004 SHEET NO. 1 9 q d F C C C F fj Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr 0 2 LU W >- LU UW Q >U E75 z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O I— zz C'MM J o U) 0< J �Q C 0)m 0 C G O a U Z N o J 0 r) QQ (n 75 W m J Q SEAL O 2 u KEVINANTHOkIPENNO r ro Lic. No. 037023 o I2�3�2� wwa Is®.c'rONAL EN B4 SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE SANITARY SEWER PROFILE PROJECT NO. 50119298 C4mO5 SHEET NO. 1 9 q d � C C C i Lk Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 LU W >- LU UW Q >U U) z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O I— zz C'MM J o U) 0< J �Q C 0)m O� o Q U Z N o J 0 r) QQ (n 75 W m J Q SEAL o��N ALT(r p� `� O A ILA u KEVINANTHOkyPENN-0 r ro UC. No. 037023 o I2�3�2� wwa Is®.c'rONAL EN B4 SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE STORM SEWER PROFILE PROJECT NO. 50119298 C4mO6 SHEET NO. 1 9 q d � C C C Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com rr O 2 LU W >- LU UW Q >U U) z mZ W Q J Q "CE �' Cn Z F- z W z _ L 0 O I— zz C'MM J o U) 0< J �Q C 0)m O� o Q U Z N o J 0 r) QQ (n 75 W m J Q SEAL o��N ALT(r p� `� O A ILA u KEVINANTHOkyPENN-0 r ro UC. No. 037023 o I2�3�2� wwa Is®.c'rONAL EN B4 SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE STORM SEWER PROFILE PROJECT NO. 50119298 C4007 SHEET NO. 1 9 q d ti C Al C F f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I— rr O 2 Q Q J W w UW a > U z �Z -j Q "� cr W cn Q z F- FDF- Z W - z W� o ZZ ~ corn oa W Q p O UU) w O� T a UZ o 0 N Q Q (n W m J Q SEAL o��N ALT(r p� `� O A ILA u KEVINANTHOkyPENN-0 r ro Lic. No. 037023 T Q'r ww,! Is®.c'rONAL EN B4 SCALE REVISIONS No. DATE BY Description DRAWN BY SPC APPROVED BY KAP CHECKED BY HCG DATE DECEMBER 3, 2021 TITLE STORM SEWER CALCULATIONS PROJECT NO. 50119298 C4mO8 SHEET NO. E C C 1 2 3 4 5 500_�-=%//>\\\I \\\\\\\\\\��\\\\\���\\\\\\\\\\\\���\\\�=-==�_:�\\\\I( \N 1\\\\\\\ \I ))1\ \ I I I I \ 1\ 1 \\\ I I 1 \1\\\ /\\1 11 1 \\\X\ \ \ \\ \ \ \I \1\\\\\ \ 111111111111111(//lll� \\\\\/-=_4- l J/ll1 II II 111 \\ \\l III \ I \ I / - - //i \\ �l/ \ =\ 1\ I TRV#8 \ \\ 1\l\\\\\ \\\\\\\\\\\\\\\\\\\\\\1\ 1 ��o= ti \ 7 INV=505.92 \`— \ 54INV' — \ — /� \ I \\ \ \\♦ -50862WMH _ \\\� \ �A H \ \ \ \ 2 CMP SE \ 7!777�\�\� 1 T \ �1—at_—��� \�\ �, 11QP 509:'86 — / — T ��T IRF / -C � �\ \ \\\ \ \\ \�\\\ \\ \\ �\ \ \\ \\ \ \\\ \ \ I I I5'iE \\\\\\\\ \ \ \ \\\\\\\ \\\\\\\\\\PAT\ \I-rl''IIII I _ \ \\\ \\ \ \ \\\\ o \ \ \ \ \ \ \\ 3 I \\\\\ � I w o \ \\ \ �\ \, ° Iwo, \\1I , (/ l 1 \ \\ \ \\ \ \ \ \ \ FEE LEVEL 1): 55rs.00 / S T \\\\ \\ \ \ FIFE(L�/EL�: 575.00 \ S \ / I I /11W^v / 15'. GRP - ll \ \\III I �C\ \\ \ \ \\ \ \ \ \ \ \ \ III I I I I o — / // — -- ° _ 1 JV 1 / G T rw: \ / — \ \ 1 \ \ \\ � \\ ^■ ■ \\ \\ /� � � N \ TRV#3 1 \\\ \ \\ \ \\ \ \ \ ■■\\ - _ _ FENCEI T I \\ \\ \ \■ ` J— /ice// \ I \ v/'1 ( // I \\ \\ _ L I 1 1 \ I I RWSA WATER TANK I \ \ \ _ \ \ \\\ \ / / / PP S \ \ \ CELL TOR SIT L GATE I\ — a \ \ 11\ I / 01 ✓ 5 aJG / ----- —\\\\ I\I\\ \\\\\ /��///)� i II\ _ \\\ \\ _ .._`\ /� \\ TEMPORARY FH F /_/;TION EASEMENT �CNAIN LINK FENCE \ / I ( GRASS II I I I J I'I� I I I IIII \ o \ � / AREA L, L J ' /��//(////�/ / / .--_ / / II STON ALLIV � 6 — ' \ \ \ r J\`/ 700 s�'�/ / \ / 6' CHAIN LINK FENCE \ \IAN W \ PROPOSED TEMPORARY \ \ \ \ I CONSTRUCTION EASEMENT , I / I I 1 I b / 1 \ \ \\\\� \ \ \ f I Il / I I I I � ��� l� L PARKINGO\ I ) I I I PARKI�G I LOY /�// `> I I I II I1j 11 IIII jlllll /li I l / ALBEMARLE HEALTH & \ \ ) / l i f I V IIIIIII IIII / REHABILITATION CENTER I I I I�/ I I I II\l(III(/ I))/�\ '' I I\ /� // I \ I I l I I I l I I I > I III l( / /.r,.I111'///1,1, , , I,I, , Of \ \ \ \ \ /1Pd(� II\)11) I 1 r / / \ \ \ ( I lcs \\\ \ \\ \\ // / I I I I I I I I I I\ I I I I.()I(IIII IIIIIIIIIIIIII\(l VI\\1 \\ \ \ \ \ LEGEND � � INLET DRAINAGE AREA 0°n (T.) DRAINAGE AREA SYMBOL It Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O Z) Er. W >- w U LU L Q U U) z mz J Q "°� U)' W Q z U) H z w 7 L W _ O zz ( O Cc a �Q O o 0) `) W m p� r Q Uz o 0 J � QQ cn W W Q SEAL o®e•o©s KEVIN ANTHONY PSNNOC Oc.No. 037623 0SA, 0WAL T"- a�0 SCALE 0' 20' 40' SCALE: 1" = 40' 3EVISIONS No. DATE I BY I Description DRAWN BY APPROVED BY CHECKED BY DATE SPC KAP HCG m DECEMBER 3, 2021 TITLE INLET DRAINAGE AREA MAP PROJECT NO. 50119298 C4009 SHEET NO. 5 C C F., 1.5" SM-9.5A 6" 21-B AGGREGATE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY STD. PROCTOR PER ASTM D-698, METHOD D. (12" MIN. BELOW SUBGRADE) ASPHALT PAVEMENT SECTION H2O LOAD RATED COVER AND FRAME. STANDARD4'MANHOLE. SEE WATER MANHOLE FRAME AND COVER DETAIL. FINISHED GRADE MIN. TO SPRINKLER RISER AT PROPOSED TENNIS BUILDING BUILDING. SEE PLUMBING FOR CONTINUATION. 1/4" PER FO( T 12" 1 CHECK VALVE W/BALL DRIP VALVE AND CONCRETE SUPPORT. LOCATED BALL DRIP AT LOW POINT IN LINE IN ORDER TO DRAIN LINE AFTER FIRE EVENT. CI 8110I a 24" 1 2 I 3 4 6" 4000 PSI 3" BM-25A CONCRETE D o N.T.S. 3'-0" GASKET CONFORMING TO ASTM C-443 - 6" D.I. PIPE "112" --I PRE -CAST CONCRETE SECTION 8" 21-B AGGREGATE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY STD. PROCTOR PER ASTM D 698, METHOD D. (12" MIN. BELOW SUBGRADE) CONCRETE SLAB SECTION FIRE DEPARTMENT CONNECTION OR FIRE DEPARTMENT VALVE. CITY OF CHARLOTTESVILLE C&O THREADS REQUIRED FOR FIRE DEPARTMENT CONNECTION 6" THICK 18"0 NO PARKING IN CONCRETE C FRONT OF FDC. 1-1-11 I 11—I HIM q11 1I 111- ROADWAY MECHANICALLY RESTRAINED JOINTS (SEE SPECS) �#57 WASHED NOTES: STONE 1. ALL SIAMESE CONNECTIONS MUST BE WITHIN 50 FEET OF A FIRE HYDRANT. 2. SIAMESE CONNECTION CAN BE ATTACHED TO BUILDING. CHECK VALVE W/ BALL DRIP NOT REQUIRED IF SIAMESE CONNECTION IS TIED DIRECTLY TO THE BUILDING. 3. PRECAST CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4,000 PSI. 4. ALL JOINTS, LIFT HOLES, INLETS, AND OUTLETS SHALL BE SEALED WITH NON -SHRINK GROUT INSIDE AND OUT. THE EXTERIOR SURFACE OF THE MANHOLE SHALL BE WATERPROOFED USING BITUMASTIC WATERPROOFING. 5. COATED STEPS ARE REQUIRED FOR MANHOLE DEPTHS GREATER THAN 4 FEET. 6. FIRE DEPARTMENT CONNECTION SHALL BE 5CLEAR OF LANDSCAPING. 7. PRE -CAST UNITS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM C890 FOR HS 20 LOADING AND MANUFACTURED IN ACCORDANCE WITH AASHTO M199 AND ASTM C-478. FIRE DEPARTMENT CONNECTION N.T.S. N.T.S NO POST INDICATOR VALVE N.T.S. NOTES: 1. THE SEGMENTAL RETAINING WALL SYSTEM SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF VIRGINIA. 2. MODULAR RETAINING WALL SYSTEM SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO DEWBERRY ENGINEERS INC. FOR REVIEW AND APPROVAL. 3. FOR UNITS TO BE EMBEDDED, COMPACT FILL IN FRONT OF UNITS AT THE SAME TIME THAT FILL BEHIND THE UNITS IS COMPACTED. 4. INSTALL #57 STONE IN A 2'-0" WIDTH DIRECTLY BEHIND THE WALL AND EXTEND STONE TO WITHIN 12" OF THE TOP OF THE WALL. DRAINAGE AGGREGATE SHALL NOT EXTEND BELOW FINAL GRADE IN FRONT OF THE WALL. 5. COMPACTION SHALL BE TO 95% OF MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698). 6. COMPACTION WITHIN 5 FEET OF WALL SHALL BE LIMITED TO HAND OPERATED EQUIPMENT. 7. GEOSYNTHETIC REINFORCEMENT SHALL BE PLACED WITH STRONGEST DIRECTION PERPENDICULAR TO WALL. FOLLOW GEOSYNTHETIC REINFORCEMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 8. CONTRACTOR SHALL DIRECT SURFACE RUNOFF TO AVOID DAMAGING WALL DURING CONSTRUCTION. 9. FOLLOW APPLICABLE PROVISIONS OF THE MODULAR RETAINING WALL SYSTEM MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WRITTEN SPECIFICATIONS. 10. COORDINATE MODULAR CONCRETE UNIT STYLE, PATTERN, AND COLOR WITH OWNER. VARIES MIN. MODULAR CONCRE CAP UNIT. ADHERE TO UNIT BELOW WITH 6^ CONCRETE ADHESIVE. {I� �jl 12' / \ \ \ BACKFILL GEOSYNTHETIC REINFORCING. LENGTH, TYPE, AND SPACING BY MODULAR REINFORCED MODULA VDOT #57 STONE SEGMENTAL RETAINING WALL CONCRETE WRAP WITH SYSTEM MANUFACTURER FACING UNITS i FILTER FABRIC FILTER FABRIC — AROUND STONE VDOT #57 STONI FACE TYPICAL MODULAR CONCRETE CAP UNIT *0,1\ REINFORCED BACKFILL 000MPACT TO 95% OF MIN. MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) �-6" DIA. CORRUGATED, PERFORATED PLASTIC PIPE. PROVIDE OUTLET AT END OF WALL. SLOPE DRAIN 1/8" PER FOOT MINIMUM. WRAP PIPE IN FILTER FABRIC. PROVIDE 1/2" GALVANIZED STEEL WIRE MESH OVER END OF PII b _ FACE i. TYPICAL MODULAR "-�o:o CONCRETE FACING UNIT r -- MODULAR REINFORCED SEGMENTAL RETAINING WALL DETAIL N.T.S. FILL WITH NON -SHRINK HANDRAIL POSTS GROUT; AND SEAL CORE DRILL 05'— RETAINING WALL HANDRAIL POST FOUNDATION N.T.S. ' Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O 2 J W Li UW a >U U) (5 W Z Q Q ¢_ �//�� VJ 7 Z ~ U) Y- Z W z w O z vim) w Q O O U rn < W O� o 00 a U z N O O J Q U) G MW W J Q SEAL oO�N 0 � ,� u KEVIN AWHOW PE M-O r It Lic. No. 037023 16 ffi®.c'ONAt EN Bffi SCALE REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5m01 SHEET NO. 1 1 2 3 4 r 5 C IC GATE REC FENCE FENCE DETAIL C � o O 0 0 0 0 C FRONT VIEW 3, 3166 SIDE VIEW TOP VIEW 011" 2 VFIKIro DETAIL D �i-iIIII� _tki MOW- If PF FRONT GATE MOUNTING POST FENCE LINE FENCE POST GATE MOUP'T"" r FENCE MOUNTING F DETAIL A , B 0 ISO VIEW DETAIL B 8" THICK PLATE 8' BOLT 2"xZ' TUBE TransPort cantilever gates are designed to meet all requirements of ASTM F2200, Safety mesh supplied but not shown for clarity. NOTICE TO PERSONS RECEIVING THIS DRAWING NGAOt TECHNICAL INFORMATION kwolstor Perheter Securk USA Inc chins proprWtry rights to the reterbl disclosed hervc TNs drawing ord/ar technical Information Is IncoMidence far engineering hfornation only and my not be reproduced w used to rnrufacty anythkg shown or referred to UNLESS OTHERWISE SPECIFIED TOLERANCES xx 146 Xx% t ,DD xxxx t Me ANRES t DS FRACTOO!$ t 1/D SINiFACE FINISH DRAWING COMPLIES VITX ASIE Y14914 - 1994 TRANSPORT II CANTILEVER GATE 6'-24 INCH F 3 HN THIRD ANGLE PRO.ECTION QQAAT[ gRR��AAT[[pp // 'i/2t118 DRAWN BY nathan DES BY narhan hereon without drect written permission fron . A�\A AFL W /E i'�l'�L�wsi ristar Perimeter Security USA In 1UIsa DOCUMENT ID Perineter Security USA Inc to the use This This drawing on /w tethNwl Information Is the property of Anerktar Perimeter Secvrlty USA and I: loaned for mutual assistance to be real when Its purpose has been served TOP VIEW TRANS ART III Eft-24ft CLASSIC NOTES 1. REFER TO GATE OPERATOR NOTES FOR ELECTRICAL AND OTHER CONTROLS TRANSPORT II CANTILEVER GATE 61-241 N.T.S. GATE OPERATOR AND COMPONENTS CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND FUNCTIONAL GATE OPERATOR, INCLUDING ALL NECESSARY AND SPECIFIED CONTROLS. B ALL LISTED PART NUMBERS ARE FOR DOOR KING PRODUCTS; EQUIVALENT PRODUCTS WILL BE CONSIDERED SUBJECT TO OWNER APPROVAL; - t/2 HP VEHICULAR SLIDE GATE OPERATOR, 115 VAC, MAX. GATE WEIGHT 1,000 LB: MODEL # 9150-384 - 115 VAC - 3.3 AMP HEATER AND FAN KIT (FREEZE PREVENTION): PART # 1601-154 - INFRARED THRU-BEAMS (TWO NEEDED), 50-FOOT MAX. SENSING DISTANCE: MODEL # 8080-050 - SUPPORT POST CONTACT SENSOR, 5-FOOT EDGE: PART # 8080-070 - TRANSFORMER (FOR THRU-BEAMS), 20-VA, 24-VOLT, AC OUTPUT: PART # 1804-059 - ADDITIONAL CHAIN (20' LENGTH): PART # 2600-442 - EXISTING LOOP DETECTORS TO REMAIN IN PLACE; REPLACE AT CONTRACTOR'S EXPENSE IF DAMAGED DURING CONSTRUCTION Iv i WITH HEIGHT 2" NOM. 36" MIN. FOOTING DEPTH 1 8' O.C. NOM. (SEE NOTE 2) 1 %4" FORERUNNER TM RAIL (SEE CROSS-SECTION ON PANEL DRAWING) 3" x 12 ga. POST 1" x 14 ga. PICKET BRACKET OPTIONS PANEL BRA( SPECIALLY DESIGNED -POINT CONNECTION ENSL FIXITY OF RAIL ENDS INCREASED STREN INTERNAL RETAINING D RUNNEL M VARIABLE PITCH CONNECTION SYSTEM R RAIL 111„a EASE OF INSTALLATION, HIGH AN LE BIAS ABILITY AND ELIMINATIOP40F I n 1kilf UNSIGHTLY EXTERNAL FASTENHRS. UNIFORM ZINC COATING I (HOT DIP GALVANIZED) BASE MATERI UNIFORM ZINC COATI (HOT DIP GALVANIZED) ZINC PHOSPHATE CONVERSION COATII EPDXY BASE CC "NO -MAR" POLYESTER POWDER FINISH AEGIS II CLASSIC 2/3-RAIL Source: Ameristar N.T.S. NOTES FORERUNNERTM REAL DOUBLE -WALLED "U"-CHANNEL SPECIALLY FORMED HIGH STRENGTH ARCHITECTURAL SHAPE UV I IUIW/AL 450 SWIVEL BRACKE / DD 6� / 1. POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SEE AEGIS IITM POST SIZING CHART. 2. PANELS ALSO AVAILABLE FOR 6' ON CENTER POST SPACING 3. ADDITIONAL HEIGHTS AVAILABLE ON REQUEST. 4. THIRD RAIL OPTIONAL. 5. VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS. VDOT A-3 CONCRETE TOP OF CURB 1 CROSS SLOPE Source: Ameristar TOP OF CURB Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O 2 Er Z) Er J W >_ LU UW P Q >U E75 z MZ W Q J "EE �' /� � C/)Q Z H z W z _MM Lu 5 0 O zz C ) Tn 0< J o C Q) m O CC` G O U Z N o J O 0 QQ U) MW W J SEAL 01 a0 LT(r pwe � 0 � O f2 EdKEVINANTHOkyPENNO r ro Lic. No. 037023 T Qr ww.! Is®e."'ONAL T, A.4 SCALE REVISIONS No. DATE BY Description i I \,�\,. \ /\ 6^ •7 /�,�\��\\, \\,�; DRAWN BY 13" •,. ' ' ' • %' \ 13" APPROVED BY KAP / • •ACO • !• � •• � i�• CHECKED BY DATE DECEMBER 3, 2021 4" MIN. TITLE 24" 6" 6"J CONSTRUCTION DETAILS CONTINUE STONE BASE FROM ADJACEN PAVEMENT SECTION UNDER CURB CURB CUT PROJECT NO. 50119298 N.T.S. Source: Dewberry C5002 SHEET NO. 1 2 3 4 5 i Dewberry C IC C F., JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES r10't� 5 10' _ 5 WATER SEWER 3 A o � d £ LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER &SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH ➢1 SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1/8 BEND TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE I' TYPE SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 36' MIN. �a Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES �2' IL 1" COMPRESSION x 3/4" MALE PIPE COUPUNG OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE 16" METER Box � CORPORATION STOP •'•:•••`• -., 'd,. �ti"y.•G.:{+.i*�'�'Z SAND OR DUST UNDER yAGGROOT 203, N0. 67 BOX AND SERER (2-INCH ,.r ,�, ; ,y ^,y„:,• �,,..;, GATESPEC ir'.ti v;:`,.,SFn.,-:'.•::,_�..!., �;.?•`„`: AGGREGATE MINIMUM THICKNESS) "r.'si:4�> TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL 24 IN 8" 8" 8" 8" MIN MIN. \ MIN. MIN. 6" BEDDING #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4 I INITIAL BACKFILL 4 MI UNSTABLE 8" 8" 8" 8" SOIL \ MIN. MIN. MIN MIN. #68 STONE GRANULAR FILL AS , APPROVED BY ACSA S A L.... OIL C� STAB LE`SOIL OR ROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER CAST IRON LID 18" METER BOX ' f ryry��ry ' N 1''L } Y ✓ 18" ' t N : 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 C NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN (270') 2' TO 10' 7 CU, FT. RtlW-22" LVE BOX iii #68 STONEI 6" GATE •�.� VALVE 8" x 6" TEE 250E P.S.I. CONCRETE y BASE AND THRUST+'.:� i BLOCK AGAINST , \\\VIII UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 METER SIZE DIMENSION DIMENSION DIMENSION A B C 1 1/2, 3'1' 5'0' 3'8' 2' 3'1' 5'0' 3'8' 3' 5' MIN. 4' 5' MIN. 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. DOOR HINGES I I I I I I I I I I I I I I I LIFT HANDLE L— — — — — — — — — — — — — — — — TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED OLE FOR TOUCH READ NITS. TDP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' 4LUMINUM ACCESS LATCH WATER M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE 4" n 2'x 2' BEARING AREA. THRUST BLOCK 4 a a a NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 44" MIN. p a 18 MIN. —17.5"� ,r 37" MIN. • • 12" MIN. WINGNUT LOCKING ASSEMBLY �. ® t BYPASS NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1/2 METER) NTS FIG. W-7B p • q e' 4 .� 6" MIN. � 17.5" � 6" MIN. e w. q . .. ... a ..4' .. � TD-15 Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com O 2 w Uw � Q U � H z (3 OC Z Q J U �w/� VJ Z ~ z w Z _ LL O I- zz I— C� o 0< J Q O (n m O� Q U Z N o Uj J O ��/� Q C/ ) CQ G w m J SEAL dO��EALTtf O,p`� O I� r) KEVINANTNONyPENN r .4 Lit No. 037023 0 12`3121 wIV a G1 I3 or. - NAL EN sffi� SCALE OSIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY AGO DATE DECEMBER 3, 2021 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5m03 SHEET NO. 1 9 4 d F C C C F f Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I— rr O 2 J W UW a > U z ErZ W Q Q "� ¢ > cn Z H F- W z W� O Z vim) w ir O O U W O�C co U z N O Lu � J � QQ Cn W m J Q SEAL dO��EALTtf O,p`� O { r) KEVINANTHONyp Em .. b Lit No. 037023 0 12`3121 w�a G1 B �^r0IVAL EN sN SCALE REVISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5mO4 SHEET NO. 1 2 3 4 5 It Dewberry C C 2016 ROAD & BRIDGE STANDARDS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21' DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO A)JUSYMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR 00-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. I�2" RADIUS - D.; m .D n e%.;'.' . SURF/ D• BASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION CC-12 A •5 DOWELS, 8" LONG AT 12" C-C 5J,1 12:1 MAX it I N I y�-• A 2016 ROAD & BRIDGE STANDARDS PERMISSIBLE CONSTRUCTION JOINT OF ROADWAY BACK OF CURB 48 M61 201 48 :1MA z'MIN. SECTION A A B N A DOMES 1OF 5 FOR DETAILS SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE SEE SHEET 1OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NV D❑T ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 B" 2016 ROAD & BRIDGE STANDARDS CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK R CG-2 SURFACE BASE SUBBASE ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 5' MIN fy y 4' MIN MIN I WITHOUT BUFFER STRIP CROSSWALK R"RPENDICULA CM ITHN THE MARKEE Aw", CROSSWALK AREA CURB 4'BUFFER STRIP 5' SIDEWALK DIAGONAL PLACEMENT 48:1 MAX. F-LMRING 48;1 MAX 1 MA% 5' MIN o 1-c-' CROSSWALK Rz'I 3 MOx CROSSWALK Y GRASS n ; n OR CURB n WITH BUFFER STRIP CONCRETE tt WITHOUT BUFFER STRIF'? CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS SPECIFICATION REFERENCE 105 502 2016 ROAD & BRIDGE STANDARDS CG-6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D ie > o T. e s A s A s ' e THE BOTTOM OF THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. SPECIFICATION �VCX7T REFERENCE COMBINATION 6LL CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 EDGE OF TRAVLED WAY 2016 ROAD & BRIDGE STANDARDS EDGE OF GRADED SHOULDER I I jL T-O" OFFSET MAXIMUM TYPICAL INSTALLATION FOR SHARED -USE PATH WITH SHOULDER 2'x 2' DETECTABLE 2'x 5' DETECTABLE WARNING PANEL WARNING PANEL FACTORY EDGE TO FACTORY EDGE Cc-12-INS 2" 0" MIN. T�'- 2" 00 oo oo"b o°� L 000°ooDooDo00o CURB DASHED LINE EXAMPLE CUT ocoo. o0oo�oov 000°o°o °r�i°o°o °o°o 000ee0n 00eoaoa0eeoaaoaoaoeeo °o°oo°oo°o °� °oo°0°0o°0°0°00oD°00°0°0oo °o°o°0000 °oco000o°000p°ocoo 0" OFFSET FROM o .0000°° PATTERN oo e0000 eooeoeoeooeeeeeoee00000eeoe o BACK OF CURB 000Oo ° 00 000000 00000000000000000000000000 00 °°OOo 000 0000000 0000000000000000000000000° 00 000°oo oo oo 000 eo 0000000 00 ....0000 00000eoe000e000000oo 000 eo eoo 0000 o0000000000000000Do0 000 00000 00 0 o° o FACTORY EDGE TO ° ooeeeooe oe°000000e00000000eeeoeo .000 00° o o° o 0 o ooe°°o °o °o F FACTORY EDGE °°° NOTES looc0000 2" MAXIMUM OFFSET 0000000000000 1. THE OFFSET OF THE DETECTABLE WARNING PANEL AT THE LANDING CENTER FROM BACK OF CURB 000 oo oo 000 IS 2" MAXIMUM WITH A 0" OFFSET AT EACH END. OFFSETS GREATER THAN 2" AT CENTER OF LANDING Do Do o ARE NOT PERMITTED AND REQUIRE THE DETECTABLE WARNINGS PANELS TO 0000000000 °o°°o° o°°o° o° CURB BE CUT TO MATCH THE BACK OF CURB RADIUS. Do 000 Do 0 2. JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES. °000000000 0 0 o CUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS. 3. ALIGNMENT OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE 0" OFFSET FROM WARNING PANELS. BACK OF CURB 4. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 5. GAPS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE NOT PERMITTED. 6. SEE PLANS FOR CROSSWALK MARKINGS, TURNING AREAS, ROUTE WIDTHS, GRADE CHANGES AND RAMP CONFIGURATIONS. TYPICAL INSTALLATION ON RADIUS (SIDEWALKS OR SHARED USE PATHS) SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VD❑T REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 DETECTABLE WARNING INSTALLATION 502 REVISION DATE SHEET 1OF 2 504 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 04/19 204.06 2016 ROAD & BRIDGE STANDARDS LUl0 KU/iL) 01 OKILJUL A I AINLJAKLJJ CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB REQUIRED (CG-2R YARDS) DETTECTrAB E WARNING SURFACEHEN (AREA IN SQUAB 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS SIDEWALK OF SECTION THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. RAMP 12:1 MAX 48:1 MA DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS WA IN APPROVED PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4' 4. REQUIRED BARS ARE TO BE NO.5 % 8" PLACED TCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM " 1-MAX CONCRETE COVER 11/{". 101 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. CURB RAMPS ARE REQUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WIDTH. WHEN CURB RAMPS ARE USED IN L CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH y OF THE SHARED USE PATH. 5' MIN 7. DETECTABLE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE m 12>� CURB RAMP LANDING FLOOR. 121 MA 8. CURB RAMPS WILL BE INSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD BE BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYDRANTS, DROP INOTNLETS,ETCCATED TYPE B 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT PARALLEL THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 10. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH 12-1 MAX THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES P M 2:1 AX ;=TP71-I� OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE W* )XK 1-tL=L IIL HI=W=III=I I- W 5'MIN FIELD - 1F[1L-IIL-IIEII- A FACTORY RADIUS OR BE -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CO-12-INS PAGES 204.06 - - - lllmW AND 204.07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4•MIN - AT , 2" HIGHER THAN EDGE OF PAVEMENT AT W.W. , SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME 4" C-C o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Fr0 O O O O O O O O OLANDING RAMP 6 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = 50X-65X OF BASE DIAMETER O O O O O O O O O O O O O O O TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 11. 0.9"-1.4" I VARIABLE FULL WIDTH OF RAMP FLOOR - BASE DIAMETER r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL �VD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE, SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) 105 SHEET 1 OF 5 REVISION DATE 502 204.01 04/19 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 2016 ROAD & BRIDGE STANDARDS CG-12-INS DETECTABLE W MIN. EXAMPLE RADIAL INSTALLATION FACTORY EDGE TO FACTORY EDGE \ 2'x 3' DETECTABLE WARNING PANEL TYP. L DETECTABLE WARNING SURFACE DASHED LINE s:a:s= j „pj(:1 IMS71- CURB EXAMPLE CUT PATTERN �w... EXAMPLE BLENDED TRANSITION` (NOT FOR USE IN NEW CONSTRUCTION FOR RETROFIT OR ALTERATIONS ONLY) NOTES 1. LOCATIONS WHERE THE DETECTABLE WARNING CANNOT BE INSTALLED WITH 2'x 3'DETECTABLE A MAXIMUM 2" OFFSET FROM THE BACK OF CURB SHALL HAVE A RADIUS TO 1r WARNING PANEL MATCH RADIUS OF THE CURB. DETECTABLE WARNING PANELS SHALL HAVE A 2' x 3' DETECTABLE FACTORY RADIUS OR IF APPROVED BY THE ENGINEER MAY BE FIELD MODIFIED 2'x 4'DETECTABLE WARNING PANEL AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. WARNING PANEL 2. JOINTS BETWEEN DETECTABLE WARNING PANELS SHALL BE FACTORY EDGES. _ CUT SIDES OF PANELS ARE NOT PERMITTED TO ABUT ADJACENT PANELS. /\ 3. ALIGNMENT OF DOMES ON ADJACENT PANELS THAT WILL BE MODIFIED TO FIT A RADIUS SHALL BE MAINTAINED WHEN FIELD MODIFYING DETECTABLE �, ,•: WARNING PANELS. y Y 4. DETECTABLE WARNING PANEL SIZES SHOWN ARE FOR EXAMPLE PURPOSES. OTHER PANEL SIZES MAY BE USED IN ORDER TO MAINTAIN k.-'' CONSISTENT ALIGNMENT OF THE DOMES FOR EACH CURB RAMP LOCATION. FACTORY EDGE TO 5. BLENDED TRANSITION CURB RAMPS ARE FOR ALTERATION SITUATIONS DASHED LINE FACTORY EDGE WHERE STANDARD DIRECTIONAL CURB RAMPS ARE NOT FEASIBLE DUE TO SITE EXAMPLE CUT CONSTRAINTS. BLENDED TRANSITION CURB RAMPS ARE NOT PERMITTED PATTERN 2'x 3' DETECTABLE FOR NEW CONSTRUCTION. WARNING PANEL 6. PARTIAL DETECTABLE WARNING DOMES THAT ARE THE RESULT OF CUTTING PANELS SHOULD BE GROUND FLUSH WITH THE PANEL SURFACE. 7. GAPS BETWEEN ADJACENT DETECTABLE WARNING PANELS ARE NOT PERMITTED. B. SEE PLANS FOR CROSSWALK MARKINGS, TURNING AREAS, ROUTE WIDTHS, GRADE CHANGES, AND RAMP CONFIGURATIONS. NVD❑T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE SHEET 2 OF 2 REVISION DATE NEW 04/19 METHOD OF INSTALLING DETECTABLE WARNINGS ON A RADIUS VIRGINIA DEPARTMENT OF TRANSPORTATION 502 504 204.07 2016 ROAD & BRIDGE STANDARDS Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com I- O 2 Z WUj UW a > U 0 H z ErZ W Q Q ¢_ i //� W 7 Z F (n > ~ Z W z LU � O Z I- (n W aV) 0 U W O� o GO a U z N Uj O J //C)� M Q VJ ML W Q SEAL too XLTU p�US, O A I ' u KEVINANTHONyPENN-0 r m UC. No. 037023 T Q'r �®.c""ONAL ENB4 SCALE VISIONS No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE DECEMBER 3, 2021 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5mO5 SHEET NO. It Dewberry C IC C I_1 2016 ROAD & BRIDGE STANDARDS OF PROPOSED • •iiiii SIDEWALK r •i �EXPANSION JOINTi •• •mil i•� •.7" DEPTH.R r • ��.6� 0 UNPAVED SPACE•!!'iw�i ii iil iii•� r WIDTHOF fj GUTTER 71u EXPANSION JOINT I MAIN ROADWAY � PAY LINE HALF PLAN PLAN A �� FACE OF CURB 6" ^ CLASS A3 CONC. NORMAL GUTTER .e .c.•c.•�.•�.•r;. •o. 0 0.'--.0. o°o°°� °°o 0000 0 0 0 0 0 0 0 °0 6" AGGREGATE BASE TYPE I SIZE 21 B 5' SECTION A -A . 5 X 8" BARS Q 12" C-C PERMISSIBLE CONSTRUCTION JOINT CG-13 WIDTH OF ENTRANE LIMITS OF PED. LIMITS OF PED. X - _ ACCESS ROUTE ® — — — ® ACCESS ROUTE [UNPAVED SPAC NON -TRAVERSABLE . PEDESTRIAN ACCESS ROUTE DETAIL ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE ® EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT -OF WAY. ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.IF ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'. X IF PEDESTRIAN ACCESS ROUTES 19 ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS REQUIRED WITH MAX. 2Z CROSS SLOPE. NOTES; 1.PROPOSED 7" SIDEWALK IS TO BE POURED MONOLITHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 2.PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE. 3. REQUIRED BARS ARE TO BE NO. 5X8" PLACED VCENTER TO CENTER ALONG BACK OF CURB, MID -DEPTH OF SIDEWALK. MINIMUM CONCRETE COVER 11/2 4.ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS STANDARD CC-9D. 5. THIS DESIGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS AS THE NEED ARISES. 6.WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. 7.SEE STANDARD CG-12 FOR DETECTABLE WARNING DETAILS. 1 "• PERMISSIBLE CONSTRUCTION JOINT 2'-0" d..• 11/z" MINIMUM a.00. CONCRETE COVER6" AGGREGATE BASE ° ° ° 6" AGGREGATE BASE6" AGGREGATE BASE TYPE I SIZE 21 B TYPE I SIZE 21 B TYPE I SIZE 21 B SECTION B-B SECTION C-C SECTION D-D SPECIFICATION `VD❑T REFERENCE COMMERCIAL ENTRANCE ROAD AND BRIDGE STANDARDS 502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE SHEET 1 OF I VIRGINIA DEPARTMENT OF TRANSPORTATION 203.10 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS I�—MAX. 6'-0"MAX. GRIPPING RAIL SEE ROAD PLANSFOR RETAINING HR-1 I..,_4'/2" O.C. -Yq" NPS PIPE PICKET WALL DETAILS. O.C. S/e" SOLID PICKET MAX. 6.-0.. MAX. 6'-0"� TrR/'DIAL SOLID STEEL SMOOTH I I No TANDARDUND ROD ( PIPE. • OR /fir I I II EOUDING LEECTRODE -I h RAIL EXPANSION JOINTS AT 1' ANCHOR INTERVALS NOT EXCEEDING 3" MAX. BOLTS 4" O.C.-I 30 FEET. (TYP.) T-3" POSTS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE i• 12" RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE MIN EXPANSION JOINT__, OINT PICKETS : Y<" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE f7 OR 5/" MIN. SOLID STEEL SMOOTH ROUND ROD 3 MAX. HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) M SEE ROADWAY PLANS OR TYPICAL SECTIONS CONCRETE STEPS FOR DISTANCE TO 11/y" NPS SCHEDULE 40 PIPE MIN POSTS : 1�/2" MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL RAILS 1%2" MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE USE PATH. GROUNDING ,2" 21/4„ min ELECTRODE HR-1 TYPE I HANDRAIL MIN. (FOR USE ALONG STEPS) " SOLID STEEL NOTES 1. THE TS OF R CAT SUBMIT DRAWINGS DETAILING L SMOOTH ROUND RO C O SHALL BM D E AL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, - CONDITIONS. 2" ANOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN MIN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO THAN 5 PERCENT. WITH THE IDGE ROAD �SURFCES WITH TYPE III RAILINGS) RAILOWILLLRBETER NCIDENTAL TO COST OF A UNIFORM COATING ON ALLNT TO ACHIIEEEVENTING AND(FOR USE II& THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0" MAX. 6'-0" 4" SEE ROAD PLANS ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 41/2" O.C. 1'4" NPS PIPE PICKET FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROM VOOT'S APPROVED MATERIAL 4'/e" O.C. %" SOLID PICKET F 4' WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. -� 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. I n OUNDED AND B. RAILINGS SHALL VEY BONDED. I GROUNDING MATERILSRNSTALLATION TOBENLACCORDANCE • I I WITH ST'D. FE-6. YAVAILABLE LA G SYSTEMS MAY BE USED IN LIEU 9 COMMERCIALLY I DESIGNING FABRICATING OFTHE RAILING. DOCUMENTATION FROM 1 ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT MwwBOLTS MET WITH THE RACING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. l'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT PICKETS : Y•" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR 1 TYPE III BICYCLE RAILING ELECTRODE WHERESUBJECT TO ANY VEHICULARIMPACT. VEHICULAR PROTECTION CTNSTANDARD GUARDRAIL FORRSHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `VD❑T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 238 601.05 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7711 2016 ROAD & BRIDGE STANDARDS 1. NOTE: HANDRAIL AND ALL COMPONENTS SHALL BE POWDER -COATED FINISH, BLACK IN COLOR. Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.Dlewberry.com I— O L2 7 �L I..L J W� W Uw a U U H z �Z W Q V� Z z W z W � D O Z Cl) rn w 0 0 U W W ODO Sa L a U Z p O J `0 QVJ L MW W J SEAL ooa+V,ALTU p.41I 0 u O A ILA KEVINANTHOkyPENN-0 r It Lic. 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