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Home My WebLink AboutSDP202200061 Plan - Revision 2023-04-05DRAWING INDEX (55 SHEETS TOTAL) GENERAL LANDSCAPE fj Dewberry C 0 C N F., G0.01 COVER SHEET L1.01 LANDSCAPE PLAN L1.02 LANDSCAPE PLAN CIVIL L1.03 LANDSCAPE NOTES & DETAILS CO.01-00.02 GENERALNOTES ELECTRICAL 60.83* E&SeNeTE3 nn nA nn nc* rOon n All O ES105 ELECTRICAL SITE C0.06 SOILS MAP ES106 ELECTRICAL SITE C0.07 OVERALL PLAN ES112 SITE LIGHTING FIXTURE CUTSHEETS C1.01-C1.03 EXISTING CONDITIONS ES113 SITE LIGHTING FIXTURE CUTSHEETS C2.01-C2.02 DEMOLITION PLAN 62.033 63.04* E&S6 PI IASE I PLAN 64.05-63.06* C3.01-C3.02 E&Se PI IASE II PEAK SITE PLAN C3.03-C3.04 GRADING & DRAINAGE PLAN C3.05-C3.06 UTILITY PLAN C3.07 DETAILED GRADING PLAN C4.01-C4.02 ROAD PLAN & PROFILES C4.03-C4.04 SIGHT DISTANCE PLAN & PROFILES C4.05-C4.06 TURNING RADIUS EXHIBIT C4.07-C4.08 WATER LINE PROFILES C4.09 SANITARY SEWER PROFILES C4.10-C4.11 STORM SEWER PROFILES C4.12 STORM SEWER CALCULATIONS C4.13-4.17 DRAINAGE DITCH PROFILES C4.18 DITCH CALCULATIONS C4.19 INLET DRAINAGE AREA MAP C5.01-05.05 CONSTRUCTION DETAILS ST.-.r,MYA TER AR rvinruir` i AAin i inr 66.01* nc nn nc nn* 66.10* PE)LLUTION PREVENTION PLAN C7.01 TEMPORARY TRAFFIC CONTROL NOTES & DETAILS C7.02 TEMPORARY TRAFFIC CONTROL PLAN - FOUNDERS PLACE C7.03 TEMPORARY TRAFFIC CONTROL PLAN - AVON ST EXT *STRIKETHROUGH INDICATES SHEET INCLUDED IN VSMP PLAN SET, NOT INCLUDED IN SITE PLAN SET. PROPERTY INFORMATION TAX MAP/PARCEL ID: 09100-00-00-00100 OWNER: ALBEMARLE COUNTY SERVICE AUTHORITY ALBEMARLE COUNTY ZONING CLASSIFICATION: R1 - RESIDENTIAL ALBEMARLE COUNTY MAGISTERIAL DISTRICT: SCOTTSVILLE DISTRICT PROPOSED BUILDING MAX. HEIGHT (ALLOWABLE): 35' FEMA FLOOD INSURANCE RATE MAP: ZONE X; AREAS TO BE DETERMINED OUTSIDE THE 0.2%ANNUAL CHANCE FLOODPLAIN OVERLAY DISTRICTS: AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, STEEP SLOPES - MANAGED NON-INFILL: SETBACKS FRONT -MINIMUM: 5' SIDE -MINIMUM: 5' REAR -MINIMUM: 20' PARCEL ACREAGE: 9.54 AC PROPERTY NOT WITHIN AN ALBEMARLE COUNTY AND / OR CITY OF CHARLOTTESVILLE WATER SUPPLY WATERSHED PROPOSED USE PROPOSED USES AND MAXIMUM ACREAGE OCCUPIED BY EACH USE ACCESS ROAD 1.07 AC PARKING 1.30 AC BUILDING 0.19 AC TRAINING AREA 0.19 AC OPEN SPACE 3.73 AC STORMWATER BASIN 0.29 AC STORMWATER ACCESS RD 0.12 AC MAXIMUM NUMBER OF DWELLING UNITS BY TYPE INCLUDING THE NUMBER OF BEDROOMS FOR MULTI -FAMILY DWELLINGS: N/A GROSS RESIDENTIAL DENSITY: N/A SQUARE FOOTAGE OF RECREATIONAL AREAS: N/A PERCENTAGE AND ACREAGE OF OPEN SPACE: 51 %, 3.73 AC MAXIMUM SQUARE FOOTAGE FOR COMMERCIAL AND INDUSTRIAL USES: N/A MAXIMUM FLOOR AREA RATIO AND LOT COVERAGE FOR INDUSTRIAL USES: N/A MAXIMUM HEIGHT OF ALL STRUCTURES: 20'-0" (BUILDING HEIGHT FROM FRONT OF THE BUILDING) SCHEDULE OF PARKING INCLUDING THE MAXIMUM AMOUNT REQUIRED AND THE AMOUNT PROVIDED: PROPOSED PARKING: 68 SPACES INCLUDING 4 ACCESSIBLE SPACES REQUIRED PARKING: ONE SPACE PER EMPLOYEE ASSIGNED TO WORK ON -SITE PLUS ONE SPACE PER FACILITY VEHICLE MAXIMUM AMOUNT OF IMPERVIOUS COVER ON THE SITE: 3.3 AC LANDSCAPE PLAN REQUIRED UNDER SECTION 32.7.9. CODE REFERENCES VIRGINIA UNIFORM STATEWIDE BUILDING CODE - 2018 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, VIRGINIA22911 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 OPERATIONS CENTER VICINITY MAP SDP202100063 PRE -APPLICATION PLAN SDP202100095 INITIAL SITE PLAN SDP202200061 FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA ACSA PROJECT NO.: 2019-11 SCALE: 1" = 250' APPROVALS PLANNER ENGINEER ARB E911 BUILDING INSPECTIONS DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORATION RIVANNA WATER AND SEWER AUTHORITY VIRGINIA DEPARTMENT OF HEALTH DATE 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 Q 7 W W U z a Ir VJ o ir Z � C\jw F__ ' y 'W^ VJ O oL 0 w z O ZW J a0 o � cr ON U< coO Orn �0 J a Uz �O CQ G W m J Q SEAL SCALE 0' 125' 250' 500' SCALE: V = 250' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE COVER SHEET PROJECT NO. 50119298 G0m01 SHEET NO. 1 2 191 0 5 fj Dewberry DRAWING INDEX (39 SHEETS TOTAL) GENERAL LANDSCAPE G0.01 COVER SHEET E1.91- LANBSGAPE PLAN E E1.02* �_ _.,n-i.,.mSGAPE PLAN, CIVIL I=1.33*Aia,;:,=APE Ne T _= & BE TAIES ELECTRICAL C0.01-00.02 GENERALNOTES CO.03 E&SC NOTES C0.04-00.05 E&SC DETAILS E1.81* ELE&FRIGAL SITE Ph ... C0.06 SOILS MAP E1.02- ELEGTRIGAL BETAILS C0.07 E1.B3� m•....:.._ OVERALL PLAN GT. G" ""ram r GAT e S C1.01-C1.03 EXISTING CONDITIONS a 'rvvrn�BN 62.61-C2.92iBE" C2.03-C2.04 P6 P4 E&SC PHASE I PLAN C2.05-C2.06 E&SC PHASE II PLAN 63.81.63.62* C3.03-C3.04 GITE PLAN GRADING & DRAINAGE PLAN 63 8Cre8-B6* C3.07 64.01 C4.02' HTIEFFY %404 DETAILED GRADING PLAN ReAB PLAN & PReFIEES ;FURNING IBFF 64-65-C4.E)6* 64.07 64.08` e4--89* C4.10-C4.11 RABIIJ8 9(1 WATER LINE PROFILES SANITARY SEWER PReFItES STORM SEWER PROFILES C4.12 STORM SEWER CALCULATIONS C4.13-4.17 DRAINAGE DITCH PROFILES C4.18 DITCH CALCULATIONS C4.19 INLET DRAINAGE AREA MAP 63.81* C5.02 e6Pf8r ES CONSTRUCTION DETAILS D 63.63-C3.95r* GE)N6TRWG:FIeeN-BETA;LS 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 SEDIMENT BASIN DETAIL C6.09 SWM DETENTION POND DETAIL C6.10 6.7.91` POLLUTION PREVENTION PLAN TEA P19RAR" TRAFFI • GeNT-ReL NOTES & BETAILS cr.oz e78s* TEIviPoratitr ircaFFlr, fdTR EPh4Pd F dPdBER P64 E TEMPeRARY TRAFFIe eeNT-Ret PbcPd AVefd ST BET C 9 F., 'STRIKETHROUGH INDICATES SHEET INCLUDED IN SITE PLAN SET. NOT INCLUDED IN VSMP PLAN SET. PROPERTY INFORMATION TAX MAP/PARCEL ID: OWNER: ALBEMARLE COUNTY ZONING CLASSIFICATION: ALBEMARLE COUNTY MAGISTERIAL DISTRICT: PROPOSED BUILDING MAX. HEIGHT (ALLOWABLE): 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 OPERATIONS CENTER VICINITY MAP WP0202100071 VSMP PLAN ALBEMARLE COUNTY, VIRGINIA ACSA PROJECT NO.: 2019-11 SCALE: 1" = 250' 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 Q 7 W W U z a Ir VJ o W Z R CL �_ '' ' U)O w o_ 0 w z O ZW J a� o r ir z oN U< m O O CL w a Uz �O CQ G MW W J Q SEAL O��£ALTtj O� at] `fps KEl/1NA` b LiC7G' 3NNOC 3/24/23 4h UT.FA 0 'VAL S'14' ro SCALE 0' 125' 250' 500, SCALE: 1" = 250' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE VSMP COVER SHEET PROJECT NO. 50119298 G0m01 SHEET NO. C A 0 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 PERMIT PAY FEE AND POST BONDS ASSOCIATED WITH THE WORK INDICATED N THE DRAWINGS, IN THE S, S, OS O S SSOC O C O GS, LAYOUT AND MATERIALS AND IN THE CONTRACT DOCUMENTS. D N T BE IN WORK WITH T APPROPRIATE PERMITS. SPECIFICATIONS, CO CO O G O OU O S 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 ELECTRIC, FIRE ALARM, ETC.). FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT. 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 BOTTOM 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 O-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 BOTTOM 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 2rr W �z I� w w UU z Q \ Q 1 o o U z Wz �^1 I- O cli° m> `n' U) O w a_cn w z O z�Q�0Q Q° ccn w w z O C cch w CDO O LL o Q UEn wz O\ CQ G MW W J Q SEAL �"LT4 -0 aC� �A t7 D L 4NAN l �lillONYPENNOC ~ a No. 037023 3 O� 3/24/2312 1iiiiip =,II, rO"V a L VS 12 ��®8+�4i'�� SCALE REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2110/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 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 C 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. 11 �T�1il�tir�ltlT11kqIT1L071111wi ral\LAWei 10iirral240NrAtimMO-1nalrMATITjA0nj will \ 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. ADDITIONAL GENERAL NOTES 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 3. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER / CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S) / BUILDING(S). THE SPECIAL INSPECTORS REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 4. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 5. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 7. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE 8. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 9. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 10. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 11. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE 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. 8. 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 LEGEND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) SANITARY SEWER TABLE: SANITARY MANHOLE SAN TOP=561.41 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 04 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 T 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 T TOP=549.49 Q3 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 07INV IN=513.83 (6) INV OUT=511.17 (8) CURB INLET $T TOP=510.10 Qg 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 RWSA GENERAL WATER &SEWER NOTES -OHE EXISTING OVERHEAD ELECTRIC LINE EXISTING POWER POLE 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER DESIGN AND CONSTRUCTION STANDARDS - VERSION 1.0, ADOPTED IN DECEMBER 2015, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SS -EXISTING SANITARY LINE SPECIAL NOTES. ® EXISTING SANITARY MANHOLE 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL ® EXISTING CLEANOUT BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). SD EXISTING STORM LINE 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF ® EXISTING STORM INLET CONSTRUCTION. ® EXISTING STORM MANHOLE 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS - OHT - EXISTING OVERHEAD TELEPHONE WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. T EXISTING COMM PEDESTAL 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. ACSA WATER EXISTING ACSA WATERLINE 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT WVO EXISTING WATER VALVE NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE EXISTING WATER METER AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO EXISTING WATER MANHOLE PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY rH EXISTING FIRE HYDRANT EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. EXISTING UTILITY VAULT 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN UGE EXISTING UNDERGROUND ELECTRIC LINE WRITING. UGG EXISTING UNDERGROUND GAS LINE 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE oa EXISTING GAS VALVE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE EXISTING GAS MARKING POLE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA - EXISTING BUILDING OVERHANG FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO a EXISTING CHAIN -LINK FENCE ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER - - - -618- - - - EXISTING MINOR CONTOUR AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING -620- EXISTING MAJOR CONTOUR SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR EXISTING PAVEMENT TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW EXISTING PROPERTY DEED LINE WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. EXISTING EASEMENT 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, EXISTING DITCH RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. EXISTING WALL 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ® EXISTING PROPERTY CORNER O -�07- EXISTING SIGN ABBREVIATIONS AEXISTING GUY ANCHOR EXISTING SITE LIGHT AC.= ACRE FH = FIRE HYDRANT RCP = REINFORCED CONCRETE PIPE EXISTING VEGETATION APPRX. = APPROXIMATE FP = FLAG POLE RAN = RIGHT OF WAY BC = BACK OF CURB DA = DRAINAGE AREA SD = STORM DRAIN EXISTING TREELINE BW = BOTTOM OF WALL IRF = IRON ROD FOUND STM = STORM STRUCTURE TRV#1A TRAVERSE CAB = SWITCH CABINET LF = LINEAR FEET SWM = STORM WATER MANAGEMENT f CG = CURB AND GUTTER LOD = LIMITS OF DISTURBANCE S/W = SIDEWALK // EXISTING MANAGED STEEP SLOPES DI = DUCTILE IRON LP = LIGHT POLE Tc = TIME OF CONCENTRATION EOI = END OF INFORMATION MH = MAN HOLE TC = TOP OF CURB SITE DEMOLITION EP = EDGE OF PAVEMENT N.T.S = NOT TO SCALE TW = TOP OF WALL EX = EXISTING O/H = OVERHEAD TYP = TYPICAL UTILITY DEMOLITION FF = FINISHED FLOOR PP = POWER POLE WM = WATER METER FG = FINISH GRADE R = RADIUS WWF = WELDED WIRE FENCE DEMOLISH HARDSCAPE X DEMOLISH TREE AND REMOVE STUMP PROPOSED BUILDING PROPOSED ROADWAY - - PROPOSED PROPERTY SETBACK PROPOSED SECURITY FENCE - PROPOSED STORMWATER POND PROPOSED RETAINING WALL �a a PROPOSED HANDRAIL - PROPOSED LIMITS OF DISTURBANCE PROPOSED SIDEWALK PROPOSED TREELINE SS PROPOSED SANITARY LINE • PROPOSED SANITARY MANHOLE PROPOSED SANITARY CLEANOUT PROPOSED STORM LINE PROPOSED STORM MANHOLE PROPOSED STORM INLET W PROPOSED WATER LINE ® PROPOSED WATER METER PROPOSED FIRE LINE FS ►I PROPOSED GATE VALVE PROPOSED FIRE HYDRANT ASSEMBLY PROPOSED FIRE DEPARTMENT CONNECTION O PROPOSED POST INDICATOR VALVE �i PROPOSED 900 BEND F -1 PROPOSED 22.50 BEND H PROPOSED 11.250 BEND 1_4 PROPOSED TEE PROPOSED CROSS PROPOSED REDUCER PROPOSED WATER LINE EASEMENT - - PROPOSED SANITARY EASEMENT - PROPOSED WATER/SANITARY EASEMENT °. PROPOSED CONCRETE PROPOSED LIGHT DUTY ASPHALT 0 0 0 0 0 0000000000 PROPOSED HEAVY DUTY ASPHALT 0 0 0 0 ❑00000❑ PROPOSED MILL & OVERLAY 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 2Ir �z I- LU LL U z Q 'U^^ VJ 1 o L _ W z � �_' `n' (%) O w° a-W w z � O I- z� Jo (0 rn r_M w W Z c C o w CDO O LL o En Q Uz _jO CQ G MW W J Q SEAL �"LT4 -0 O C� A t7 O L 1 D •p� 4NAN�J z ONYPFNNOC ~ a Nu.037023 3 O� 3/24/23 s �Siiiip ,II,rO"VaL VS '12 SCALE REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2110/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY I Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE GENERAL NOTES PROJECT NO. 50119298 C0002 SHEET NO. 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SHIFFLETT \ I' 11 \ \ \ \\ \ \ \ \ \ \ 1 I III I I I I % '� / _ - i / %' _ $ 1111111 v 72B3 \ ALBEMARLE C UNTY I D.B. 1074, PG. 400 / 11 \\ \ \ \ \ \ } 111 I I I I I _ \11\ �\ ( III \ \ \ \\ \ \\ _ I I I III 1 5, \ __�— HSGB \\ III I I I SERVICE AUTHORITY PARCEL ID:09100-00-00-OOIF0 \ I \\ \ \ \ \ \ \ \ \ \ j1111 1 I I _ _ - -\ IIIII \ / \ \ \ \ \ \ I I i6-� - _ \\� \ 63B D.B. 1089, PG 670 / \) I ZONING: R1 RESIDENTIAL \ \\ \\ \ \ \ \ \ \ \ S)5 \ \ - I v I II l �� - - J \ I PARCEL I ): 09160-0-00-001A0 I \ \ ZONING: R1 RESI EHSGID NTIAL / \ \\ ON STREET EXT 1 \�' PRESENT USE: CANT / \ \ \ \ \ \ \ \\\ \\`\ \�- _ ' '� , r �I RESIDENTIAL ND \ 1) 58C 1 \\ \ \ \ \\ \ C `� \0 \ \ \\ \ \\ \ - \I \\ \\� - ii_i % TRV/ ^ ' N/F -_ r I I C I \ III HSG \ i \ \� _ r ALBEMARLE HEA H \ LL I I \( w III \ r \ \\ \ S8s \ \\ \ 11 \\\ \\ /�_ �i5 _ \— \ 1 \ ' i i�� 11 I I r (}Il I I I I 1 1 I I I \ \ �/ AIN`LIN\ \\ \ \ \ \� \ \ \ \ \ 111 11 \\\ / — %ice r sr \ c \ I I } ( I ] 1 I l I I t I \} \ \\ \ \ \ \ 1\I ` \ \\ - - _ _ / P I I11 CARE CENTER, 4 az �� IIII I \o I 1 ( I I NACHORITY FEN�EI I \ e I \\ \ \ D.B. 4132, PG. 347 / I - $\� ` oa \ \ \\ \ PARCEL ID: 09100-00-00- 1200 \ \ ALBEMAROUNTY I) / / J I \ C \ \ S9 \ \ \ \ \ \ \ \ \ \\\\\ \ \ \ // - -� ♦ LPN 0 I \ \ \ l \ / SERVICE \\1} ``II RWff�A WATER TANK I I \ \ \ \ \ \ \ \ \ \ \\ \\\\ \\\\ \\ // i �- - P G 58C I, \\ ZONING: PD-MC PLANN D / \\ \\ I I ~ I I II I l 1 737 HVON �TREET EXTj. `` ITE \ \ \ \ \ \ \ / /�— %% FL�`� \ \ HSG B \ \\ \ III \DEVELOPMENT MIXED COMM IAL D.B. 1089, PG. 670 \ I\ 1\ 1 11739 VON \ \ \ \ \ \ \ \ \\ \ \ \\ \ \ \\ \\ \\ /11 / 5� _ \ - \ \ \ \ \ \\, 13ARCEL ID: 0910 Oo-00-001 BO (II 1 I I\ \ I \ PRESENT USE COD ZONING: R1 RE IDENTIAL I I I / STk CONVALESCENT H ITAL IIII 1\ \ \ \ � II \\\\ i ��I. \ \\ \\\ \ \\\ Il \ \\\\\ \\ \\11 I\\\\\\ / _ _ \ \ I t\\ lI I I W 7 ) PRESENT USE: VACANT 11\ \ I \ \ A' \ - J > -' - -\ �� \\\ 1 ` i 1 I - \ -- \ 1540 FO// ERS PL 1 I I RESIDENTIAL LAND � \ ---'� 1 G pyA \ � 1 \ \ \ \ \ \ \\ \ \ I )� J .� a, J ✓,• ire`✓ — _ -�' — — -_1�\\ (((� \ � �� i 1 / \ l / J/// 1� �, I < o \\\\I I \ 1 1 \ \ \AK"\ FMbI \ So \ \\\ \ \\ \1 \ \ 1, \ \ \\\ Z� \ \s� \ 67 K\FENCE- 0 1 s"N IRF \\\— _ — \ TRV 5 F I I R \\ \ \ \ \ 1 \ 1 1 \ \// \� J / / tIl \ #A040 _ \ \ \ GRASS I \\ ,/ / I \\ $ 1 \ham\1r t Bb3 // III IIII J I1 �s��—�� _ _ — �s� > > o 72B3 / AREn, J III((( < 111)) I I \ I \ o > IIRF IRF\r'� \ l`l l J) J 1 / ( \ \\ (1 l #s y �� s10 - s10 7° 1\ \ \ (� \ `\\\ \ S NE wALk - \ )\ `I I N/F s�^ / �"' 111 \ / \ \ 1 I \ I I \ G DOMINION CRANE & RI GING INC 6° G (LQ)CflfNT�NK FACE D.B. 1237, PG. 5 }\ \ \ \ \ \ $ 1 1 I) \ ( 1 rn \ PARCEL ID: 09100-00-0 -001 DO \ ZONING: LI LIGHT IND TRY / \ 0RIGHT �I F WAY PA�14OKjIOG/ / o � II �17PARK PRESENT USE: SERVICE EPAIR \NG B. 396, P 14*OT \ GARAGE UNITED RENTALSE.B.)11) (1IrI / \\\P 10 I I / I 1 /( � � I I I J � I / / ALBEMARLE HEALTH & 1745 AVON STREET EXT \ \ 1 / / I J J ( 1111 J \ // I pri( I( 1 REHABILITATION CENTER l ( I 111 / / \ \ \�\\�\\/ \ _ If J %�r // \\\\\\ \\\\ \ \\\� \ � '' 11 \ \ \\ \ \ \ \\\ \ \ — — _ _ � / / 1 1 I 1 / � JI/I I /I (`III � — � / � / 7zc3 \ l / s / �ii'//' / � \ / i l \� ) 111 \�\\\\\ \\ \ \ 1111\ \ \ \ \ I \ \ _ — I I J I 1 III / }\\\ \ I HSG B \ l 1 I l 1 I 1 \\�\\\� \ \ / \ ( ( \ 100 l 111) \\\\�\�\�r l } J \ / / /, GENERAL NOTE AN I ( I l l i l l IIII \\\\\� ., / //// J \ 1. APPROXIMATE LOCATIONS OF SOIL BORINGS ARE SHOWN. \ \ \ \ \\ \\\\\\ \\ \ Tv \ ��\\ I\ l \ I \\\ \ \ \ \ \ 1 \\ \ \ \ I / f ( / / / / �/ J I I 1 1 ( \ \ \\\ \ _ SEE GEOTECHNICAL ENGINEERING REPORT PROVIDED BY \ \ /\ \\\ \ \ \ \ \ \ \ \ \ \ _ / \ \ 1\\\\\\\ \l - - i - i /j/ / ( SCHNABEL ENGINEERING DATED FEBRUARY 7, 2020 00 SOIL PROPERTIES � — \ � \ \\V 1\\ \ , \ \__ 1 \tit,— PARKIN\(, MOUNTAIN \/IEW ELEMENTA SCHOOL 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 C/D 72B3 Rabun Clay, 2 to 7 percent slopes, severely eroded B 72C3 Rabun Clay, 7 to 15 percent slopes, severely eroded B 77 Dan River-Codorus Complex, 0 to 2 percent slopes, occasionally flooded B It 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 2� ~w az ww UU z Q � � j L) D wz �o ° �> Cn O w o W ~ O z Q � J o rn J �w/'� 0— z� n- oW m o O LL O Q Uz _1O Q Mw W Q SEAL e0®T40�4 OC. Ci,P fl Ct' D 1 -a Lic. Mv. 037GY3 Oc 3/24/23 4h' 0'YAL ENr a- �G SCALE 0' 30' 60' 120' SCALE: 1" = 60' REVISIONS 4 1 3/24/23 1 DAB 90% MARKUPS 3 2/10/23 ACID EXHIBIT 2 10/05/22 ACID FINAL SITE PLAN 1 11/29/21 ACID INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACID DATE MARCH 24, 2023 TITLE SOILS MAP PROJECT NO. 50119298 COmO6 SHEET NO. C Al E 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� ~w az ww UU z Q �CD � j- L)CE wz �o F' cn O _ w° a W z O zm J a o U) J Cc 5w z C n- ow m O O IL o Q U -1O QQ 75 w m J Q SEAL O�*£ALTtj ok at) kANA� 7G' 3/24/2312 4h U T,,0'YAL ENC,��7 FA G SCALE 0' 30' 60' 120' SCALE: 1" = 60' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE OVERALL PLAN PROJECT NO. 50119298 C0007 SHEET NO. 1 1 2 1 3 1 4 1 5 E Al A V Fj l MILL CREEK C RIVE PARKING I /' \ \\\- \\ \ \ \ \ \\ \\\ \\\\ \\\\\��_�\� �\ —\ / \ \ _ \\\\\\ \\\ \ \ \ \ \ \\ \ \ \\ \\ LOTIf 1 1 1 \ \\11dARKIN \ I I LOT 1( \ PAR�AM \\� �- I)I T V#9 \ 1 1 �l IIII 11 \I \ \ \ \\\\ 11y \Ill — '\ �\ \ \ ( 1 I \�\\\\� \III 1\ ) 11 L -,-PAR \ \ \ \ \ \ I f (111111\\\ e \ \\ 1 //// r \\\ \ \ \ Q ) I\ \ / I I I 1 I MONTICELL C 1.02 \ I Il l _ \ \ \ \ \ \ \ 11 \\\\\\�\ \ ' 1 / \ \\ \\� \ \ \ / 1 l l l �V� I / I I l FIRE RESCU C 1.03 \ \\\ \\ t Il 11 \) l \ 1 \\\\\ /I( III IIIII - __ �_ } \ \ \ / 1 r\ I I I 1 I STATIQ> \ \\ \ 1(\/I(I I/ l \\\\\ N/F\\ \ \ \ \ \\ \ \ \ 1 \`\\\\ \IIIII I I111111(//I//( \\ \�` _\ r '' J I l \ - \ \ I \� \ \ 1 I \\\ / RV#1 \ I WHITEWASH, L.L.C. ) i \\ll ll\ I 1 \\ ^ \ \ �- 1 /1 I I II 1 l l III IIII \ \ D.B. 1895, PG. 168 (PLAT) Q TRV#8 N/F TRV# \ PARCEL ID: 09100-00-00-002D1 = _ ` \ \ L \ \\ \\\ \\ \ \\ \` \\\\ 1\\ // ZONING: PD-SC PLANNED =� �` `� CREEKMILL LLC o, \ D.B. PG. 11 \ rn cs l w \ , // LU a - - - _ Z �540 7 �� \\ \�" - _ _ _ \ _ __O \ \\\\\\ /i N/F \ } \�ll(JI�IV 4 �\ / \ 1 \ 1 / \ p § COUNTY OF ALBEMARLE C/O FINANCE ADMINISTRATION RM 149 \ RIPRAP� �i I \ \ \ / / J ) )1 111 \\ \ //J ✓ / ( 1 ll DEVELOPMENT SHOPPING CENTERS= - - = PRESENT USE: CAR WASH, DRIVE = = \ , \ �11� 1 I fs I I IA\\ \� �� \ PARCEL ID: 09100-00-00-002D3 \ �\\ \\ \\\ i/ \ \\ \\\\ \\ \ \ �\ \\ _�� Q Sv S 5 _ \� D.B. 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SH/FFLETT \ l ll D.B. 9074, PG. 400 \ �I \ \ \\ \ \ \ ( I / \ \ \ \ \ \ \ \\ \ \ \\ - 1 111 III IIIII I - 11 I I �I II)II_; 535;/i (lC ( i\ IIIII 1 SERVICE AUTHORITY I I f I I D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001A0 PARCEL ID.09100-00-00-001F0 I ZONING: R1 RESIDENTIAL \ \ \ \ \\ \ \ S) 6. 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SURVEYED INFORMATION SHOWN IN BLACK AND GIS INFORMATION FADED TO GRAY FOR CLARITY 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 Z)W Q ~ wz W UU z Q >U) Qo Wz �o F> co O w° W � O z J Q o U) 0Cc J �w zc N ow m O O IL o Q Uz -1O Q MW W Q SEAL eO0T9004 h `ygALlb 10 OCC Gfi CL' A AN/y.YJ N OC -a LUc. No. 0370Y3 3/24/23 Cr l2s ! r"r 7 �T, FA O'YAL EN ro SCALE 0' 15' 30' SCALE: 1" = 30' REVISIONS m 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN H1 11/29/21 ACO INITIAL SITE PLAN No. DATE I BY I Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE EXISTING CONDITIONS PROJECT NO. 50119298 C1.02 SHEET NO. 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SURVEYED INFORMATION SHOWN IN BLACK AND GIS INFORMATION FADED TO GRAY FOR CLARITY > _ � J O I- Cc Z)w Q wz UU z Q >U) Qo 0 wz �o �> Cn O w° a o z J _j O zm J U) _jaJ z 0 n_ ow5w m O O IL o Q Uz _1O Q Q w m Q SEAL pi e0"90 s OCC Gg fi CL' D It - AN -e LUc. No. 037023 OC �A 3/24/23 �h w UT, O'YAL EN ro SCALE 0' 15' 30' 60' SCALE: V = 30' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE EXISTING CONDITIONS PROJECT NO. 50119298 C1.03 SHEET NO. E Al C 9 0 1 2 3 4 5 If \-- \\ \ \— ( TRV#8\ \ \ IIII\\\ \ \\\\\\\\\\\\\\\ \\ \\\ ITRV47 \\\\\\\ / / \ NTF �_� \ \ \ \ \ \ 1 \ 5� _ WHITEWASH, L.L.C. - _ - _ - \\ �� \ \ N/F \ 1 \ \ \\ \ �\ r \ \ \ \ \ \ \ \III 1 \ \ - / / \ \ IIII 11 _ _ \ - CREEKMILL LLC / \ \ IRS - D.B. 3860, PG. 155 - - \ - \� \� \\ \ \ \ - \ D.B. 1895, PG. 168 (PLAT) - - - - �� - _ � \\ \ \ \ \ D.B., PG. \ - - - - - - - PARCEL ID: 09100-00-00-002D1 - _ _ - �� _ �� \\ \\\\ PARCEL ID: 09100-00-00-002D3 \ \ \ �� \ \ \ \� \ /-' / / / �45�- \ \ S \ \ \ _ — �� \ \ \ \� \ \ \ \ \ \ \ / i \ \ \ ZONING: PD-SC PLANNED 1 \ \\ \ \ \\ \\\ _ \ ZONING: PD-SC PLANNED l \ \ \ \ \ \ DEVELOPMENT SHOPPING CENTERS\\ �\ \ \ \ \ \ \ \ \ \ \ \\ DEVELOPMENT SHOPPING CENTERS \ \ \ \ \ \ \ \ PRESENT USE: CAR WASH, DRIVE THRU / \ \\ \ \ \ \\ \ \� \\ \ \\ \ \\ \ \ \\\ �\ � \ PRESENT USE: VACANT 1 \ \ \ \ COMMERCIAL LAND 1335PARHAMCIRCLE \ \ \ \ �� 2\ 2�' A SA VIVAITE L N \ 1. 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I \\ I ( 1739 AVON \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ I I \ \ \\ 1 I 1 1 W t0 \ 11 1 I I \ I I ALBEMARLE COUNTY \ \ ) \ 11I\\ I I ( \STREEY EXT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ 1 1 \ I \ 1 / I ) I I W �I ( 1 (I('1 \ I I I I \ I I SERVICE AUTHORITY I I I 1 I \ D.B. 1089, PG. 670 1 ) \ I I I I I \ \ \\ \\ \ I \ 1 \\ \ I I N 7\ �\ \� I \ I 1 \ \ \ \ \ \ PARCEL ID: 09100-00-00-001 BO I 1 \ \ I \ \ I I I I 1 I \ \ ZONING: R1 RESIDENTIAL I 7 \ \ PRESENT USE: VACANT \ \ \ \ \ I I I ( I I 1 11 1 I ( I Q o0 1 1 \ 11 I I \ 1 I I I \ \ RESIDENTIAL LAND \ \ \ 1 1 \ \ \ 1 \ \ \ \ ` I I l I \ 1 1-� \ \ � \\ \\I111\\\1\ ( \\ `�_ � ' �� I I E �d' \ \\ \ \ \ \ \ \ I I I \ \ \ \ \ \ \ \ \ \ \ I 1 \\ al \ R TENT ISTING\UTIL�ITY 1 \ \ III \ I 1111II I 1 11 ��,� I \ \ \41PLE 4" I \ 1\1 IIII I \ \ 1 \ 1 1 I 1 I 1 \ \ 1 Z\ OL IS Nd\UT141TI (P') APPROX. 10' LUMOS EASEMENT \ \ \ DOGWOOD I I \ \ D. 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I I I ( \ / \/III 1\ III r// I .I„/.,/llrl, 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 I— Cc Z) W Q II- wz w UU z Q >U) Qo �� wz �o °`' m > O w° EL w z � O III. —o z J Q co U) J Cc C\I o n- o5z w noO O IL o Q C) z -1O Q W m Q SEAL wooq)00 4 3 %NgALIb ®A OCR GA, fi C1' 1 KEkl n � 6NAN"""'7PENNOC ~ -a Uc. No.037023 3/24/23 wh1E % ZZ0'VAL "S" raff 7 SCALE 0' 15' 30' SCALE: 1" = 30' REVISIONS m 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 AGO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE DEMOLITION PLAN PROJECT NO. 50119298 C2001 SHEET NO. 1 2 1 3 4 5 E A f�. 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NO 0370Y3 PENNOC �A 3/24/23 4h, a"s w UT, O'YAL ENC>>'ro G SCALE 0' 15' 30' 60' SCALE: V = 30' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 1 2/10/23 1 ACO I EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE DEMOLITION PLAN PROJECT NO. 50119298 C2002 SHEET NO. E f Q v IRF TIE INTO EXISTING 5' WIDE SIDEWALK & ADD VDOT STD CG-12 DETECTABLE WARNING SURFACE (TYP.) VDOT STD CG-13 COMMERCIAL ENTRANCE. COORDINATE WITH DESIGN OF AVON WIDENING JECT. CONTRACTOR TO VERIFY TIE IN LOCATION AND NOTIFY ENGINEER OF DISCREPANCIES. TRV#6 LIMITS OF ALBEMARLE COUNTY STREET IMPROVEMENTS: CONSTRUCTION ANTICIPATED Q 1 2023 RF I I I REPLACE CONCRETE SIDEWALK N/F 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 DEVELOPMENT SHOPPING CENTERS PRESENT USE: CAR WASH, DRIVE THRU 1335 PARHAM CIRCLE N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001A ZONING: R1 RESIDENTIAL PRESENT USE: VACANT RESIDENTIAL LAND 3 v TRV#8 N/F CREEKMILL LLC D.B., PG. PARCEL ID: 09100-00-00-002D3 I ZONING: PD-SC PLANNED DEVELOPMENT SHOPPING CENTERS PRESENT USE: VACANT ICOMMERCIAL LAND N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001EO ZONING: R1 RESIDENTIAL 1 PRESENT USE: VACANT RESIDENTIAL LAND N/F DONALD W. SHIFFLETT D.B. 1074, PG. 400 PARCEL ID: 09100-00-00-001 FO ZONING: R1 RESIDENTIAL PRESENT USE: SINGLE FAMILY 1729 AVON STREET EXT N/F l ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 PARCEL ID: 09100-00-00-001AO ZONING: R1 RESIDENTIAL PRESENT USE: VACANT RESIDENTIAL LAND LINEWORK TAKEN FROM ALBEMARLE ' COUNTY PROPOSED STATE HIGHWAY PLANS PREPARED BY TIMMONS GROUP, DATED 01/27/2021 N/F ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 ' PARCEL ID: 09100-00-00-001BO ZONING: R1 RESIDENTIAL PRESENT USE: VACANT I RESIDENTIAL LAND r SEGMENTAL RETAINING WALL MAX. HEIGHT = 30" STOP SIGN & 24" WIDE STOP BAR 3EMARLE COUNTY 2VICE AUTHORITY .B. 1089, PG. 670 ID:09100-00-00-00100 9.54 AC VG: R1 RESIDENTIAL 1737 AVON STREET EXT 1739 AVON STREET EXT 30' WIDE ASPHALT FUTURE RWSA TANK \ � / (BY OTHERS) \ 1 I I � LIMITS OF DISTURBANCE FIAT" EV CHARGERS —(fY'�OF 3) SECURITY FENCE. REFER TO DETAIL SHEET C5.01 SEGMENTAL RETAINING WALL MAX. HEIGHT = 10' (TYP.) VDOT STD HR-1 HAND RAIL (TYP.) REFER TO DETAIL ON C5.01 16'x23' CONCRETE PAD FOR GENERATOR 8'x8' CONCRETE PAD FOR TRANSFORMER ACCESSIBLE PARKING SIGN (TYP. OF 2) WHEEL STOP (TYP. OF 2) EV CHARGERS (TYP. OF 6) DITCH LINE 2' WIDE STRIP #57 STONE I I / / / \ 6' CHAIN LINK FENCE / / \ 5' PEDESTRIAN / / 1 GATE WITH LOCK I I 1 1 RWSA WATER TANK I CELL TOWER SITE 1737 AVON STREET EXT. 1739 AVON STREET EXT BLACK 8' FENCE (TIGHT - 1 MESH) WITH 3-STR \ / / BA BED WIRE GGER BLACK 'DECORAT SE ENCE (AME ISTAR AEGIS[[) Sp, 22.0' WMH 6HICK CONCRETE PAD WITH 12" AROUND GAZEBO o u? ui v �O • • • • • • • • • • • • • • • 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 DUMPSTER EN CLOSURE; REFER TO DETAIL ON C5.01 rr O I— Cc Z)w Q wz w U CU z Q >U) Qo �� o °`' 0 wz O w° d F> W z — w � O I. J co o o U) J m z a N O < 0o O O o ° Oil 6, 111' l ❑° z o 0) w 1 O o J O 0 0 Q 0 ;` GUTTER WITH 6" STONE 2 .0' 2��0' 12.0' 1 U U) �b. ' BASE UNDER CURB O O° O H AT PUMPS �� FF n 0 A I _ Sk SS@LE IRKING w z Qo0o0 00�0° �RF 0 0o0 o�g-p6° o J O O O O C01 0 O O O ) 6360o a Po' 60.0' O 0 0P ED 0 o 03 00 Q Q ':.0°0°0°0 I I °0°0°0°0°0 0° 0 0°0°0 0 C O O 0 1 0 O O O O O 0 O O O 0 G O O O O O O O O O O O O O O O O 1 1 O O O O O O O O O� W O O O O O O O O O O O O O O� - 0 0 0 •0 O O O O O O O m 0 O O 0 1 60'x13O' 1 O O O O O O O O O oo J O O 0 1 1,� O O O O O 0 � C� O ox OOOOOOOJ I VEHICLE J•�000000000 00 000 Q MAINTENANCE O O O C�1 O O O O 00 O 0 7� 0 w O O O 11, BUILDING 1 O O O O 0 0 O O C'O O O O O O O $D C Q SEAL O O OO O O O O O O O O O, 0- . Lu O O O i MAX. HEIGHT = 40' I O O O O O O O O O O O O a iD O O O O O O O O O v ••oo# a O O O QQ O O O O O O O O O O O— • �s O O 0 1 2ND FFE=575.00 1 4� O O O O O O O *£ALTtj Oa O 0 0 0 1 1ST FFE=555.00 1 0 0 0 O O O O O 0 O O Ott on o O O O I : 0 O O O O O O O O O O 0 (*6A o O O O OO O O O O O O OO O O O O O O O O O O O OO O O O O 0 O O 0 O 0 0 0 Rg 0,O O 0 ,1O O O O O O O 00 O O O O O O O O O O OYPENNO O 0 1 O O O O O O O O O 0 Ue. No. 037623OC 0 O O O O O O O O O O O O 0000 700 O O O O ONO O 9 O O 1 I Q Q Q Q Q OI,< 3/24/23 'O 1 b 1 O O O O O o O � OOS., C ,o 0 1 0 )0000° v 000000m�T, 1VAL ENwlni8 0� � VO0 00 0 00 w DITCH LINE 0 cwn 0 0 0 0 O w■ SCALE Z O O O O O EXTERIOR STAIRS & _ CONCRETE RETAINING WALLS F 0' 15' 30' 60' O ° 0 ° O SIDEWALK I 0 0 0 0 0 SCALE: 1" = 30' 0000000 00 O O 0. 0 0000o 0 0 0 0 O REVISIONS 0 0 0 0 0 11 30' WIDE ASPHALT o ACCESS ROAD O O O O O DITCH LINE 00000 I 0 O O O 00 000 VDOT 0°0°0�O O O GR-MSG1 O O � �/O °0°0° GUARDRAIL O°O° O°0° \ / STALL2'WIDE OQOQO 00°0 O 60000 ATE a a CONCRETE CHANNEL °O°O° o O 000 ,°/0�0000 VW GATE TO SLIDE O O O o O O 0, O O O O rL` o O O o O 6' CHAIN LINK FENCE FH o AA 4 R25 O O O '`r' � O O CY' O O O O 1 0 0 o 0 0 o O O 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description All PER A. SITE ACCESS `-1�-v�❑ DRAWN BY - .{ V � �• = •_ • '_ • _ • � _ � �� ' � CSC=• - _* _ • • _ Q oPEDESTAL WITH CARD READER p • - FOR AUTOMATIC O Off} O O O O /� APPROVED BY KAP O O Q-0�00000000 / / O ° O ° O ° O ° / / CHECKED BY ACO ° DATE "`� MARCH 24, 2023 00 1QO Q°Q'-- R� TITLE _ — J IRF COORDINATE LIG POLE SITE PLAN LOCATION BEHIND DITC (TYP.) STON AL' HATCH LEGEND at a0 34' WIDE DITCH LINE CONCRETE T V#4 y 6' CHAIN LINK FENCE DETAILS ON C5.02 & C5.05 y o BLACK 8' FENCE (TIGHT PEDESTRIAN GATE WITH MESH) WITH 3-STRAND LIGHT DUTY ASPHALT FUTURE ACCESS CONNECTION CARD READER BARBED WIRE OUTRIGGER o 0 9ff"YTAM R N/F DOMINION CRANE & RIGGING INC D.B. 1237, PG. 594 PARCEL ID: 09100-00-00-001 DO ZONING: LI LIGHT INDUSTRY PRESENT USE: SERVICE REPAIR GARAGE 1745 AVON STREET EXT PARKING LOT (BY OTHERS) UNITED RENTALS HEAVY DUTY ASPHALT o0000 BLACK 8' DECORATIVE PROJECT NO. 50' RIGHT OF WAY SECURITY FENCE MILL & OVERLAY ° 1-11-1° ° 50119298 D.B. 360, PG. 185 (AMERISTAR AEGIS II) I D.B. 348, PG. 104 GRAVEL GENERAL NOTES 1. THE MAXIMUM HEIGHT FOR A SINGLE RETAINING WALL, MEASURED FROM GRADE TO GRADE, SHALL BE TEN FEET. C3m01 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. 2 3 4 5 C C /., WMH 6' TH1CK CONCRETE PAD WITH 12" AROUND GAZEE9O o �? ui v O ��C0 O�O�O�O C— O0000� �. u DjQjj O O O i� M STORAGE BAYS - DUMPSTER ENCLOSURE;REFER ` TO DETAIL ON C5.01 N/F COUNTY OF ALBEMARLE C/O FINANCE ADMINISTRATION RM 149 D.B. , PG. PARCEL ID: 09100-00-00-002EO ZONING: R15 RESIDENTIAL PRESENT USE: FIRE STATION (STAFF) 1515 FOUNDERS PL LIMITS OF DISTURBANCE BLACK 8' FENCE (TIGHT.MESH)A WTH — 3-STRA 1�D BARBED WIRE OUTRIGGER PATH _ SEGMENTAL_R€TAINIING WAL1— — M_. = P.) VDOT STD HR-1 HAND RAIL (TYP.) — J REFER TO DETAIL ON C5.01 COVERED STORAGE WITH CANOPY AND ROLL UP DOOR M k- ffiv�f't At !AQ _ - — sc �v )RMWATER MANAGEMENT FACILITY AND ACCESS \ EASEMENT BLACK 8' DECORA SECURITY FEI (AMERISTAR AEG BLACK 8' FENCE (TIGHT MESH) WITH 3-STRAND BARBED WIRE OUTRIGGER 5'SETBACK I STORMWATER BASIN I GRAVEL ACCESS ROA a GABION WALL FENCE (6' BLACK\ ® \ CHAINLINK) o t 24' WIDE ASPHALT Em • ..• • • 9 L 4 L • • • • • •� 1� • ' • • _ G • • • it • • '_� • • • • • �r �1 STORMWATER 'o IRF 6 RE LANDSCAPE ALONG STREET FRONTAGE PER ORDINANCE SECTION 32.7.9.5 CONCRETE Sri M. ♦�SIDEWALK INORVIDOT ��I�♦♦♦♦�tGUARDRAIL �� ♦♦♦ �i i M •••♦�t. DETAILS ON • VDOT STD CG-13 • • • •�. COMMER' ww •ENTRANCE.TIE IN EXISTING • GE OF GUTTER � O BUILDING ' O O TJ -b O O O O O MANAGEMENT \ / O O° O (PP GE: O °O C3 00 O°O O°O O ® O° I BASIN ° O 000°0000C 0° 00000 O O 00000 O 00 °°000 O O O O 0 O O O O O O O O O O O O O O O c O O O O O O 0 0 0 0 0 0 0 0 0� o 0 0 0 0 / °° 8� ° O O O O C O O O O O O O O O ( O O O O O O 0 O O O O O O° O O C$ O O � O O O O C O O O O Oo O O O O DOT 00 ` 00 00 O O O O O O VE CLE O O O O O 0 / GR-MSG1 •600000000 00 0 LC0 O O 00000 RETAINING WALL AND GUARDRAIL 0000 000 O / CE .> 0 O O O O O O O AA 0 O O O O 0 (m 9'x11' CONCRETE / O O O O w O O O O 0 O O 20'x40' CONCRETE o. J O O O O O O 0 43 �) O O O O O FOR STO HED. 6 0 0 0 0 °y0 I O O O O O O O O O O O O O O O SEE RAL PAD FOR VEHICLE ° �% 0 0 / = 40' J 'Ui O O O O O O O O OO O BLOCK H TERS WASH AREA O O DITCH LI O O O O O O O O O le 0-0-0 O 0 rn SHEETS. •0 0 O O O O O O O O O 0 O O O 0 (TYP-) ® 0000 000 .00 J O O O O O O O O O SEGMENTAL 00 ° O O O O O O O O O O O O O BOLLARDS RETAINING WALL O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 O O O O O O O O O o (TYP. OF 2) MAX. HEIGHT = 10' O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O VDOT STD O O O O O O O O O • O O O O O O O O O 30'x34' CONCRETE O O O O O O O O O o .•p,S CG-6 CURB O O O O O O O O O O O O O O O O O O O PAD, FUEL TANKS, O O O O O O O O O O O C &GUTTER O '� O O O O O O O O O O O O O O 0 O O o WITH 6" FUELING STATION, 0 0 O 0 0 0 0 0 O O O O O O 6 O Q O O O O C CANOPY O O O O O O O , O o O O O O U STONE BASE O O O Pl O O O O O O d 0 8 O O O O O O i O 000 0 • O O O O O O O O O O O O UNDER CURB >� O O O O O O O O O O O O 0 d t '' O O O O / 00000 0 000000 0 e • ° O 0..,,:., 00 00000 O C'p O O O O O O O O O =�0 / REPLAC PHALT PAVEMENT O O O O O O O O O O O �a O O // & V STD CG-2 CURB WITH DITCH LINE 10 O O O O O 'x20' CANOPY FOR • O 0 O// Q O O O O O O .: O O O (� O -• / ` 'STONE BASE UNDER CURB O O O O O PIPE STORAGE ON O O 0 O O O O O O 13'x18' O O O CONCRETE PAD. O° 0 0 0 0 / // / Sp -- • O O O O O O O O� O O TRV#3 O O O O O 0 SEE STRUCTURAL FGO OR . O O O O O / ` � O O O O O O O O •• / ` EXTERIOR STAIRS & D O O O 0 DETAIL. O O O 0 0 O // 1 O O O 0 P O RETAINING WALLS 0 O O 0 SO- O O O O 0 / 0® O o osd 0000Oo 0 0°® o m 0000 0ooa 0000001 C. 00 m °000000 ® 000°00 00° co O00Oo- ° ° O O o-O0 m O O O O C� O O 0 // / SID Pp� w 000000000°00 000°0 PR NG�O C)O 0 ° 0 ° 0 O 0 ° ° O / VDOT STD HR-1 HAND RAIL (TYP.) 30' WIDE ASPHALT O O O O // ACCESS ROAD O O 0 // / ' ioREFER TO DETAIL ON C5.01 000 00 0000 000000 Q000000 O � // / SID O O 000 C) O � VDOT 00000�0 00 �— GR-MSG1 0 0 0 0� 0 0 / /// GUARDRAIL O O g 0 ``--'' O C. 0 0000°0 0°000 0 o c� 0 0 / O 00 O 0 NP\�O� O 0 O° OO°]/O O O O O °° // I // / COORDIKHT POLE 0 0 0 0 O O �l0 0 O O LOCATIPPIBEHIND DITCH (TYP.) >0 0 00000 o Ov0 O 0 0 0° 0 0 c GRASS AREA RF COORDINATE LIG POLE LOCATION BEHIND Dill (TYP.) STON ALL N 2 07 N O 'o WE I i N/F ALBEMARLE HEALTH CARE CENTER, LLC D.B. 4132, PG. 347 PARCEL ID: 09100-00-00-01200 ZONING: PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL PRESENT USE CODE: CONVALESCENT HOSPITAL 1540 FOUNDERS PL o� STOP SIGN & 24" O WIDE STOP BAR 0 TIE INTO EXISTING 5' WIDE SIDEWALK & ADD VDOT STD CG-12 DETECTABLE IWARNING '1 I SURFACE (TYP.) PEDESTAL WITH CARD READER FOR TR 2 AUTOMATIC GATES CD END STATE NI MAINTENANCE N SIGN ® EDESTRIAN GATE 1� WV ITH CARD READER SWM 2 - WEIR WALL STORMWATER BLACK 8' DECORATIVE MANAGEM CILI SECURITY FENCE AN ESS EAS NT (AMERISTAR AEGIS II) LACK 8' FENCE (TIGHT ESH) WITH 3-STRAND ARBED WIRE OUTRIGGER HATCH LEGEND CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT MILL & OVERLAY GRAVEL GENERAL NOTES 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 rr O I- Cc Z)w Q I— wz w UU z Q >CD � _j � � 0 w z �o EL cn o Lu a W Lu z O zm J a o U) �� J 5w z0 N ow no O O IL O Q Uz �O Q w m Q SEAL O-*£ALTtj O� a!fl `fps KWNA 3NN`• 'b �7G1OC ' O� 3/24/23 4h� G SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE SITE PLAN PROJECT NO. 50119298 ALBEMARLE HEALTH & REHABILITATION CENTER 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" C3002 SHEET NO. 1 2 3 4 5 / \ I IRS- -<�= --__ -\ AS ____\ _ \ �\ rJ N/F\\rN \ I = WHITEWASH, L.L.C. _ �''' I - - _ - - ` D.B. 3860, PG. 155 CREEKMILL LLC \ I o \ \ - - - \ r Q \ \ \ D.B. 1895, PG. 168 (PLAT) i � - -- \ _ \ � D.B. , PG. ( - -�� \\ \ PARCEL ID: 09100-00-00-002D1 = - _ -� � \ ` PARCEL ID: 09100-00-00-002D3 \ \ \ \ ZONING: PD-SC PLANNED - \� �� \\ ZONING: PD-SC PLANNED I - _\ \ \ \ DEVELOPMENT SHOPPING CENTERS =�- _ _ � � � \ L C �� ` � DEVELOPMENT SHOPPING CENTERS\ \ PRESENT USE: CAR WASH, DRIVE THRU 1 J� "c \ \ PRESENT USE: VACANT- / LAND \ \ \ \ \ \ 1335 PARHAM CIRCLE54 �'N-- \ S\BeC MI I�S OF DI TUR A CE\ BW 555.95 I l 50 / BW 558.69 I \ I \ \ \ \ \ \ \ \ \ \ \ \ \ S\ � I N/F / / - - \ \ ALBEMARLE COUNTY \ \ \ \ \ \ \ TH \ BW 560.12 \ \ I I 1 \ \ \ ALBEMARLE COUNTY - \ \ \ \ \ I� I SERVICE AUTHORITY \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PP \� I I I I 5 BW 569.12 \ \ \ \ SERVICE AUTHORITY \ \ \ \ G. 670/ \ \ D.B. 1089, PG. 670 \ \ \ \ \ \ \�\ BW 573.34 _ \ PARCEL D1089, P 00 00-001A0 'PARCEL ID: 09100-00-00-00100 \ \ \ \ \ \ \ \ \ I \ 1 1 \ I 1 \ 1 I I ZONING: R1 RESIDENTIAL / \ 9.54 AC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I BW 56559. \\ \ \ \ \ BW 559.22 \ \ PRESENT USE: VACANT / / _ - \ ZONING: R1 RESIDENTIAL \ 1 \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ TC 573.19 / BW 570.28 \ III 1 \ I \ 1 I I I I / / RESIDENTIAL LAND / i 1 / \ \ 1737 AVON STREET EXT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ TC 573.79 1 RTC 569.26 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / TC 568.93 BT9.12 1739 AVON STREET EXT \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ 1 BW 566.30 \ \ 1 \ / W / AllC 568.60 \ BW 568.14 \ 574.28 BW \ \ / / / TC 570.68 TC 568.09 BW 554.93 \ \ \ \ / / TC 573.12 TC 568.20 TC \ \ \ \ \ \ \ \_\ 5ss.zo o NAGEQ SSTE TC 570.22 \ \ \ \ \ \ \ \ \ o \ \ \ \ \ \ \ \ \S6Q�ES (�1�. \ \ \ \ / BW 571.46 \ N/F ALBEMARLE COUNTY i \ \ \ \ I \ �__� \\ \ \\\ BW 573.53 TC 574.99 / BW 568.54 \ 1 SERVICE AUTHORITY / / / \ / \ \ 1 1 \ �� \ \ \\\ \\ \ \\ \ \ _ _ \ \ \ TC 574.51 BW 554.95 D \ 1 \ \; 1) I / i \ \ 11 1 II I I I I I I I I I D.B. 1089, PG. 670 l / \ \ \ \ \ \ 1 / / �\ \ - \�\\\� \ \ \ \ \ \ TC 574.9s \ ` BW 574.90 P 554.25 \ \ \ \ \ PARCEL ID: 09100-00-00-001 EO / \ - \ \ \ \ _ \ \ \ \ BW 575.53 TC 575.41 E - ( I \ ) I I I I ZONING: R1 RESIDENTIAL / � \ � � \ \ \ \ \ i � -�� \ \\\ \\ � \ � - \ \ \ 574.55EP 575.00 PRESENT USE: VACANT -\ \ \ EP 574.37 \ / \ \ EP 555.01 554.85 \ _ 573.25 \. III 1 I I 1 I RESIDENTIAL LAND \ I I I / \ \\ \ �_ �\ \ \ \ \ \ \ \ I\ I 1 I 1 I I I I i � 1 \ \ I / \ \ \ ` _ \ � ` �555so \ \ \ \ \\ \ l l 1111 1 Rt( l I I I N/F �� 1 \ \ 1 \ I \ \ \ \ \ \ \ \ _ I \ I 1 \ 1 DONALD W. SHIFFLETT / / - / Il I \ \ \\ \\ \ \ \ \_ \ \ \ \ \ \ / I \ I I 1 \ \ \ \ \ \ 555.96 \ \ 11\ \ \ I I \ \ \ \ \ \ D.B. 1074, PG. 400 / / / \ \� I \ \ \\ \ \ \ \ \ \ \ \ \ FFE (LEVEL 1): 555.00 \ 0 556.26 1 \ \ 1 1 \ PARCEL ID: 09100-00-00-001 FO / / \ \ I I 1 I \ I \ I i \ 1 \ \\\ \ \ \ \ \ \\� \ \ \ FIFE (LEVEL�2): 575.00 >} co \ R1 RESIDENTIAL / / \ / / 1 \ \ \ `' ( \\\\\ \ �F \ \ 'h3+0 \ a \ oOESENT USE: SINGLE FAMILY / / / \ I \ _ \ \ \ 6\ \ \\ ram\ \ \ f ,Is- \ W 1 \ ( ) \\\\\ \ I CONNECT TO EXISTING 1 STORM STRUCTURE 1729 AVON STREET EXT rn F Wes\ \ \ \\ \ T \\ I ( 1 (( \ I l I \ �\ / / I 1 1 I I I I \ I 1 1111\ 1 -1 /�/ / \\ \ \\ L \\\\ \ \J \ \ 5 - \ \ \ \ _ \ \ I \ 1 \ \\ \ \I 1 I I I I I I I I I I I ALBEMARLE COUNTY / N/F/ \ 1 \ I I 1 1 `I� \ / \ \ \ \ \ \ \ \ _ 1 1111 \ I I I I I / / \ \ I I \� \ 1 \ EP 574.95 SERVICE AUTHORITY / / \ \ \ I 1 1 1 \ - - - - \ \ \ EP 574.00 \ .I \ ) \ \ \• - I (1 11 ) / I I I I I / D.B. 1089, PG. 670 / \ \ I 1 \ \ \\ \ \ EP 575.00 EP 555.00 T s \ EP 558.06 1 I I / / I I I I I I I I PARCEL ID: 09100-00-00-001AOJ ) ~" - /) I I I I I I I 1 I ZONING: R1 RESIDENTIAL C \ ( I II \ 1 I I11 I I \ I ( 1 1 I 1 1 I I I I II I I I I PRESENT RESIDE USE:iI VACANT LP 552.00 LANDPV EP559.71 }-i ffo-5# 18" RCP 574.40 \ Is \ 55 \ 6 \ 1 / III \ 559.22 \ \ / I I E\II/OR 31AKgN 1 R IM AkBE IARLI 1 1 I 1 I\ \ \ \ I \ // / / / \ \� 6"r HAIN \INFO \ \ \ \ 3.1 \ LI K Q �� I I \\ LP 574.25 oCvUN TY PRQ POSE STATE HIGM 1 II i \\ \ \\ I \ \ \ \ \ \ \ S60 pL1=11 D z�}aORIAD AY TVMbNs)GROJUP, I \\ Q '� 1 0 1\1 1 1 1 I RWSA TER TANK I i \ ELL WER SI \ \ \ \ \\ I 1 l I \ \ \ \ \ \ I 1 1 I I1737 AVON EXT. I \ I � \ \ I X S I I I 1 N/F \\ 11 1\ % i ( 1739 VON \ o \ 70 \ \ \\ \\ I I ( I 1 W 11 I I I 1 \ I I \ ALBEMARLE COUNTY \ \ \ 1 I \ ) \ \ \ \\\ \ \ I \ STREE EXT I 1 1 1 I I SERVICE AUTHORITY \ \ I \ 1\ ; \ \ \\ \ I \ I \ \ \ \ \ \ I I I \ D.B. 1089, PG. 670 I \ 1 11 I I r \ / / 1 \ EP 5 S7. PARCEL ID: 09100-00-00-001 BO I \1\\ I 1 \ I oS 1 < 1 \ \ l I I I I I \ \ ZONING: R1 RESIDENTIAL PRESENT USE: VACANT \ \ l I I\ \\ \\ 1 \ \ \\ \ / / / I l 1 \ \ S@ I I l( I I l I o 1 1 1 1 1 1\ \ 1 1 1 \ \ \ RESIDENTIAL \LAND I TW600.53 \\ \ 0 \ / 111111 I 1 I I\\ I C 1 BW593. 6 I I 1 1 I 1 1 TW594.33 BW600.79 1 I I \ 1 \ \ \\ \ \ \ \\ \\\ \\ \\---- // 1 k' pliE p a I I 1 5 \\ PROPOSED TEMPORARY _ \ \\ \\ \\\ FN \ F _CONSTRUCTION EASEMENT \ \ \ \ "AIN LINK FENCE67 90 \ \\ \ I I 1 1 \l \ \ I \ \ \ \ IRF \\- / I EP 590.68 \ `7II1I \ \\ 1l A I\\\ 1 1 \\ \ \\ 1\\ \ I I • �� .��fTY ally T HP_ gt . •I. 1.57 M vl \ \\\ r i Z EP 594.00 v \ ` I FUTURE CULVERT \ \ \Cp\� \ \� ` 1 o ` \ (BY OTHERS) ' CD\ \ \ \ \ \ cn \ \ 1 ,/ \ \ \ \ N/F 1 I \ \ \ 1 \ \ DOMINION CRANE & RIGGING INC \ \ \\ 1 \ \ \ \ D.B. 1237, PG. 594 \ N2h \ PARCEL ID: 09100-00-00-001DO PARKING \ ZONING:\ I \ LOT PRE NT SERVICE REPAIR - \ \ \ GARAGE \ \ \ \\\ \\ \ \\ 1745 AVON STREET EXT PROPOSEDTEMPORARY V LII\( FENCE CONSTRUCTION EASEMENT / 1 / UNITED RENTALS \ \ I \ / I \ 1 50' RIGgT OF WAY I 1 D.B. 360, PG. 185 D.B. *8, PG. 104 / I I I I I I / I 1 / I / / / 1 I I 11� 11 �JilI I 11 N I I o PALOK G// // I I 1 I / 1 1 I I /I/l/III111�\ I / > I GENERAL NOTES / 1. CUT/FILL ANALYSIS: 31784.05 CY CUT, 36910.99 CY FILL 2. TOP 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 fz O I- iY Z) LU Q wz w UU z - Q >W Qo L� wz �ocli m ' O w° EL o W z -1 O z J Q o U) 0Cc J �w/'� z0 N ow m O I.L O IL o Q U -1O Q Q W m Q SEAL wooq 900 4 3 �gALIb ®� C\' 1 n � �7 NAN�7PEN NOC ~ -a Uc. No.037023 OIf, 3/24/23 wh1E 211 0p AL gNC,NG 0�7 �®o>4r�4Id '� SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY I Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE GRADING & DRAINAGE PLAN PROJECT NO. 50119298 C3m03 SHEET NO. 1 2 3 4 5 N/F COUNTY OF ALBEMARLE C/O FINANCE ` \ RIP R�P `° ADMINISTRATION RM 149 \ �4 \ S \ \ \ \ D.B. , PG. \ S\ \ \ \ \ PARCEL ID: 09100-00-00-002E0 MANAGED STEEP / 515 - � -- - � SLOPES (TYP.) i -- - \ ZONING: R -,RESIDENTIAL \ / s - -- - - - - �\ INV-505.92 i J \ PFP'5ENT USE: FIF,aSTATION (S-i cFF) t§15\F0\UN&fii1P'L I IT CiFD(ST\U BAN\C INV=508.62�, _-- /_ 12 WMH_, \\�\ PAT�I \ \ \ \ \ \ " CMP \T \ _ IRF / - - \- \ \ \ \ \ \ \\ \ \ \ \ /15' E BACK \ \\ \\ - / BW 558.69 \ \ \ \ \ \ \ \ / BW 570.28 \ BW 559.22 - TC 569.26 1 R TC 568.93 1 BW 559.12 \ \ \525.25- � BW 55493 BW .\ \ 545.08 a 4 / EP 523.00 I I I I 573.12 TC 570.68 TC 568.09 ' I \ OV1�"� -1y•�n- .�p% .•. ►►"" ► � '. �him 5" 554.02 � / 0 - - � 5s5� _ _ � � \ \' " ,._,,..,,, I •1 ( 1 1 BW 554.95 \ \ BW 574.90554.00 / _/ / / - - 00 - - - "" PAC T �5 \ \555.60 �\ \ \ \ EP 537.60 EP 995.01 554.85 \ \ \ ss \ \ TC EP 537.50 EP 540.57 i 1 555.90 \ \ \ \ \ � 556.50 p o I w I I _ ' a?/ /y2 EP540.63IAI J/,I1 /��I'�� (/ \ _ ryI _ 2 -WEIR WALL. 'REFER EF \ \ \ \ \ \ 7 24 REFER TO DETAIL ON \ \ \ \ \ / / SHEET C5.02/ ST \ � / � I I I iA0 I I i EL 1): 55fr00 \ y 55.96 556.26 \ \ \ \ \ Il WV I I I Lam): 575.00 \ S) IL 15" CPP ) I I1 II \ \ 1 { ( ( \ EP 544.72 / 06 00 \ \ m \ i m \ \\ \\\\\\ \ T / J I I I I I I I I I 1 1 \\ \ v \ \ \ 1 I I I rw 547s° 552.82 a - �/ ( ` - - ` Q / I ---- / I I - c?' TW 548.28 6 / p i \ \ m \ \ \ \ - 1 559.10 I I I I I _ ' x� i �w� \ PN o • 557.80 \ I EP 553.56 / EP 541.89 I i \ w \ o \ f0 I EP 554.30 EP 554.90 8" P9C I I I �G 552.83 '=_ - ./ o �_- _ _ - \ • BW 550.50 BW 554.45 x BW 550.97 n i- - - - \�\\ \ I \ 0 EP 555.00 3 �S \ \ EP 558.06 \ - - - I 553.67 + - - - - - - - 553.06 ' / - \ C \ 561.60 - I - O 553.96 BW 559.50 EP 554.43 pV \ LP 552.00 - - - TC 562.53 I L 0 - 554.22 �' \ 3\ EP 559.93 559.22 \ \ - EP 563.34 \ \ \ \ \ g 1 - - - 3 \ 560 1\ \\ \ \ \ EP 562.17P 561.29 - BW 557.35 - - / �� Sp ST \ ` , GPI el \ \ � 02 ;10 \ \\ \ \ \ \ '' / 5ID EP 568.81 N/F ALBEMARLE HEALTH / CARE LLC \ \ D.B. 4132, PG. 347- S8 PARCEL ID: 09100-00-00-01200 ZONING: PD-MC PLANNED DEVELOPMENT MIXED COMMERCIAL - PRESENT USE CODE: J CONVALESCENT HOSPITAL P 588.56 \ \ \ crn \ / `% / ��P ( - ( / / 1540 FOUNDERS PL \ \ GRASS AREA L IIR STON ALL zJ 1 I I 1 IN I J J I� I III � j / 1 I ►IJ / / ) //l / / / I 1 I I ) I (I JIIJI� lJ�l( \ I l REHABILITATION L TATION CENTER I I I I ((1 I1(�(()/) >,/ I ( \ /\(IIII 1%JJ/11 \✓ // // / % \(1111��11„ �l r 1 GENERAL NOTES . / RETAINING WALL 8 2TOP OF IS 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.com O I- Cc Z)w Q wz W UU z Q rr 0 wz �o �> Cl) O - w° a W W z 0 5 O z J Q o 0 J �w zc " ow m O O IL o Q Uz _1O Q Q w m Q SEAL wooq 900 4 3 �EALI jj pta CL' 1 n � �7 NAN~ -a Uc. No.037023'�PENNOC OA 3/24/23 wh tj64,0'VAL SN G �V1<A0+>4r4w SCALE 0' 15' 30' SCALE: 1" = 30' REVISIONS m 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE GRADING & DRAINAGE PLAN PROJECT NO. 50119298 C3004 SHEET NO. 1 9 4 d � C C i G 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� ~w az ww UU z Q �CD � j- L)CE wz �o F' cn O _ w° a W z O I. zm J a o U) J Cc 5w z C n- ow m O O IL o Q U -1O QQ 75 w m J Q SEAL 6�*£ALTtj ok at) `fkAs KEl/1NA b � 7G' 3/24/2312 4h U T,,0'YAL ENC,��7 FA G SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE UTILITY PLAN PROJECT NO. 50119298 C3mO5 SHEET NO. 1 9 4 d � C C C 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 rr O 2� I) W z W w U z a 'U^^ wz�o°`' p c~i1 r '^ vJ O w a w z O z J Q o o rn W W ^ z oN U m O LL OU) CL J a Uz -1O QQ w m J Q SEAL �O��gALTb O� a!a L D1f t 4NAtN-/0N r l YPENNOC .. . No. 037023 O6 3/24/23 ��yK � 6y - aJ a�Il �O'VA L ENG gin& SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE UTILITY PLAN PROJECT NO. 50119298 C3mO6 SHEET NO. 1 1 2 1 3 1 4 5 It Dewberry C X C 9 \ \ \ \ EP 575.i \ EP 575.45 \ Dewberry Engineers Inc. / \ 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 o \ www.dewberry.com \ O ~ W az \ Q z o o z Q -= \ \ \ �z W o U C7 J o �> o \ U)O w n- F z \ Lu ~ _j O \ m o) Lu Qo �Cc \ 0 \\ �W zc ow \ 7 \\ \ O� n- m d J IL o Q ° -1 O QQ W ° m ° / / / / • �55. �55,1 17NBV� /'/ SEAL e40q 900 4 h `ygALlb IDA OCC Gfi e IV p D 1 /yAN .YJ N Mo.0370Y3 OC 3/24/23 �h w 12 s! r,hr �� O'�'AL EN �� FA G SCALE 0' 5' 10, SCALE: 1" = 10' REVISIONS 20' 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE DETAILED GRADING PLAN PROJECT NO. 50119298 C3007 SHEET NO. 'I 7 2 d F C C G 10 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 Lf_ O �w az ww vU z� a > (� Q wz J o � > O w a z V) w j O — �w z o ow O _ � m J a U O V -1O ry> QQ w m w Q SEAL 00"900 h `ygALlb 10 eee G�1 AN ONYPEN -a LUc. Mo. 037023 OC 3/24/23 yh �T, 01VAL EN G ro SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE ROAD PLAN & PROFILE PROJECT NO. 50119298 C4001 SHEET NO. E C C i 10 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 ry O � W az wW vU z� a > (� Q wz J aN o > O LJJ a z V) w j O — W z o o o w O _ � m J a U O V -1O ry> QQ w m Q SEAL 04"900 3 %NgALIb pta GA fi C1' 1 n � NAN"" `'YPENNOC ~ -a Uc. No.037023 s 3/24/23 wh r � % Z,0'VAL "S"% G SCALE 0' 15' 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE ROAD PLAN & PROFILE PROJECT NO. 50119298 C4002 SHEET NO. 1 I 3 4 5 E I C 0 I_1 N1 — / z \\ llllll lll( I r \11 IIIII \ \`_ N \ I +150. . `../ 3+' / I — 0 _ 24F00 / 12a�5 / / /.i / / / 25�+00 � — —4L': 25+59 I \ \ I \` \ 1 \ � / / � / /�/ � �/ /Y � %• �—�+aes�� Jl/ll/llllll////// —_—,,_,.—` — `� \\—_ \ \\, -1°auN`tH6 PLACPE IIII///, \Ill \Illll Ill/ I I \ I \\\11 4. /llllll I((ll IIIJ \l 11\ 1 —\ — \ \ \ \_-- _ _ —\—\ I II /Ill/ l//Il___ _— \_ (ll�l\(\\\\`�------ -, �� 111(/ ! / / / 1 II 40-- II///� �\-_\— ---\✓,- ill,l,Jl //— FOUNDERS PLACE - SIGHT DISTANCE 550 550 —•la[H•IHC�� go G' t� — • • • • :y�J� -- WE .. • . • , . . , I� No � Ali - . .. - 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 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 O �w Q� wz Uw Q w z J ^ LL o N > O V) � Q V > ° I— o LLI �w Q z ow OLLn (V lb a O V wz O L.I. LLJ Q SEAL O— *£ALTtj O a0 `fps KEl/1NA` b � 7021 NOC A4 3/24/23 �h G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE SIGHT DISTANCE PLAN & PROFILE PROJECT NO. 50119298 C4003 SHEET NO. 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IP1. _ ar0 0 D r a (D ALBEMARLE COUNTY SERVICE AUTHORITY o, AVON OPERATIONS CENTER % O O FINAL SITE PLAN SDP202200061 / WP0202100071 ; $ P N D O n NNJC SCOTTSVILLE DISTRICT 3 wQ9OOo ALBEMARLE COUNTY, VIRGINIA N O O 48 10 av Al C 0- Ed G 10 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 Lf_ O �w az ww vU z� a > (� Q wz J o � > O w a z V) w j O — Dw z o ow O _ � m J a U O V -1O ry> QQ w m w Q SEAL 00"900 h `ygALlb 10 eee G�1 AN ONYPEN -a LUc. Mo. 037023 OC 3/24/23 y`V %T �'VAL EN ��3iv�0rtw G SCALE 0' 15' 30' SCALE: 1" = 30' REVISIONS m 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE TURNING RADIUS EXHIBIT PROJECT NO. 50119298 C4005 SHEET NO. C C C i FAI 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 LL O �w wz w UU z� o a /^ V I Q o N U z C7 LL w0 z a o �> w — O z� QC O V) J z o o< m O LL0 V J a UO -1O �> QQ w m Q SEAL O�*£ALTtj O� ata `fps KEl/1NA` b �7G13NNOC 3/24/23 yh G SCALE 0' 15, 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE TURNING RADIUS EXHIBIT PROJECT NO. 50119298 C4006 SHEET NO. 'I 7 2 d C C C i 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 ry O �w wz w o a /^ V I Q J o U z CO � LL wz a a O LJJ o z C/) O U z�� Q o� � zow N w0 00 O O LL0 V a U LdO �> QQ w m Q SEAL 00"900 Geee 1 AN ONYPEN -a LUc. No. 037023 OC 3/24/23 yh �T, 01VAL EN ��3�iv�0rtw G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE WATER LINE PROFILES PROJECT NO. 50119298 C4007 SHEET NO. 1 1) z n C C C i I" 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 N I._L O �w wz w UU z� o a /^ V I Q o U z U � LL wz a� ° O — w a LU w � C/) J O Q o � � z�ow N wU lb O O LL0 V a U LdO �> QQ w m Q SEAL 00"900 h `ygALlb 10 eee G1 AN ONYPEN -a LUc. No. 037023 OC 3/24/23 y`V �T �'VAL EN G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE WATER LINE PROFILES PROJECT NO. 50119298 C4008 SHEET NO. 'I 7 2 d C C C i I" 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 N I._L O �w wz w UU z� o a /^ V I Q o N U z C7 LL w0 z a o �> w — O z J O O V) H J < �w z� N ow m O O LL0 V a U LdO �> QQ w m Q SEAL 00"900 h `ygALlb 10 eee G1 AN ONYPEN -a LUc. No. 037023 OC 3/24/23 y`V �T �'VAL EN G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE SANITARY SEWER PROFILES PROJECT NO. 50119298 C4009 SHEET NO. 'I 7 2 d C C C i 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 N I._L O �w wz w o a /^ V I Q J o U z CO � LL wz a a O LJJ o z C/) O z� Q � o � � ^L zow N0U0 w0 O LL0 a UOV LdO �> QQ w m Q SEAL 00"900 Geee 1 AN ONYPEN -a LUc. No. 037023 OC 3/24/23 yh �T, 01VAL EN ��3�iv�0rtw G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE STORM SEWER PROFILES PROJECT NO. 50119298 C401 0 SHEET NO. C C C i I" 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 N I._L O �w wz w UU z� o a /^ V I Q o U z U � LL wz a� ° O — w a LU w � C/) J O Q o � � z�ow N wU lb O O LL0 V a U LdO �> QQ w m Q SEAL 00"900 h `ygALlb 10 eee G1 AN ONYPEN -a LUc. No. 037023 OC 3/24/23 y`V �T �'VAL EN G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE STORM SEWER PROFILES PROJECT NO. 50119298 C401 1 SHEET NO. 'I 1) 2 d C C C i G `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 Lf_ O Q Q w >- Uw —U z O a z wQ r) z w a _> w z w —/^ V / _j o Q O � F H J < DQ z _ N ow m O� L� J a Uz V JO Qa w m w Q SEAL 00"900 h `ygALlb G�10 eee AN ONYPEN -a LUc. Mo. 037023 OC Or 2/10/23 4h a�T.�0-VA L V14 SCALE REVISIONS 3 2/10/23 ACO REVISION 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description SPC DRAWN BY KAP APPROVED BY HCG CHECKED BY FEBRUARY 10, 2023 DATE TITLE STORM SEWER CALCULATIONS PROJECT NO. 50119298 C401 2 SHEET NO. 1 1) z n C C C 19 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 Lf_ O �w az ww vU z� a > (� Q wz J o � > O w a z V) w j O — Dw z o ow O _ � m J a U O V -1O ry> QQ w m w Q SEAL 00"900 Geee 1 AN ONYPEN -a LUc. Mo. 037023 OC 3/24/23 yh �T, 01VAL EN ��3�iv�0rtw G SCALE 0' 15, 30' 60' HORIZONTAL SCALE: 1" = 30' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE DRAINAGE DITCH PROFILE PROJECT NO. 50119298 C401 3 SHEET NO. 5 E IE C 3 FT, \ I I / r� I H 1 J I I I I I III II -_� � _ , ,' � ( r' ��"'�?"' � r � Imo. �^•"' " �� I' , v � � a... . ��•- \ ,"tom/ul��'��1��'.'.� MCA= ��I • 1 �r'1'1111111n110'11,ly� C O all I 011 0 it �T (<1 / \ �SAN01 1 L \\ \\ DITCH-2 IIIIIIIIIIIIIIIIIII_-------�-------IIIIIIIIIIIIIIIIIII_ C7Ca----\-------------art tea----------.��-----�� -------------- • : - - I 'ram a, L�7� 1 11 1 1 11 1 11 1 11 1 11 1 11 1 . 11 . 1 11 1 11 I� r�� DITCH 2 - CROSS SECTION 1 595 595 5901 5851 20+00 20+50 20+75 DITCH 2 - CROSS SECTION 2 585 585 25+00 25+50 25+75 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 O �D w Q ~ wz Uw _U z o a (� Q coo)U z C� wz J aN o � �> cl� > v�0 o= � Q V) �� <o �� z� �� za 0 ow O � N CJ m Q Uz O �o Q Q w m Q SEAL eo®v'Q0.s pi`ygALlb ®yl 5 OC' C,t• fi 1 AN . Y� -a LUa No. 0 PE N OC g�� 3/24/23 �h 12 s! EN-44 G SCALE 0' 20' 40' 80, HORIZONTAL SCALE: 1" = 40' 0' 4' 8' 16' VERTICAL SCALE: 1" = 8' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE DRAINAGE DITCH PROFILE PROJECT NO. 50119298 C401 4 SHEET NO. 1 ') 2 /1 C C C i Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.dewberry.com Lf_ O �w az ww vU z� a > (� Q wz J o � > O w a z V) w j O — Dw z o ow O _ � m J a U O V -1O ry> QQ w m w Q SEAL 00"900 Geee 1 AN ONYPEN -a LUc. Mo. 037023 OC 3/24/23 yh �T, 01VAL EN ��3�iv�0rtw G SCALE 0' 15, 30' 60, HORIZONTAL SCALE: 1" = 40' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE DRAINAGE DITCH PROFILE PROJECT NO. 50119298 C401 5 SHEET NO. 1 1) z n C C i 19 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 Lf_ O �w az ww vU z� a > (� Q wz J o � > O w a z V) w j O — Dw z o ow O _ � m J a U O V -1O ry> QQ w m w Q SEAL 00"900 Geee 1 AN ONYPEN -a LUc. Mo. 037023 OC 3/24/23 yh �T, 01VAL EN ��3�iv�0rtw G SCALE 0' 15, 30' 60, HORIZONTAL SCALE: 1" = 40' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE DRAINAGE DITCH PROFILES PROJECT NO. 50119298 C401 6 SHEET NO. I I 5 585 m 50+00 m 50+50 DITCH-5 51+00 51+50 585 51+75 DITCH 5 - CROSS SECTION 585 585 EXISTING 50+00 i 50+50 50+75 \\X \ \ 20'ACS�A\ AITE LVN \ \\\\\\\\\\\\\\545 \ \ \ 1 \ \ \ \ \ \ \ \ 7k61 50 / T _ \DIAL \ \ DITCH I \ \\ \ \ \ \ �\ 555:00 \ \ i FFE (LEV'EL 2): 575.00 i U co DITCH-7 575 6'i i11 555 70+00 70+50 71+00 71+50 57: 72+00 DITCH 7 - CROSS SECTION 580 580 10+00 10+50 10+75 ft 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 LLJ az W W (� Q Lr-/ wz J a o N > 0 LJJ a V)> o z V) w j LLI Dw z 0 U LLJ 0 � m J ¢ 0 V wZ 0 LLJ Q SEAL 00"90. s h `ygALlb ®A OCC fi CL' AN/y.YJ PEN -a Llc. NO 0370Y3 OC 0� 3/24/23 yh UT, 01VAL EN G SCALE 0' 15, 30' 60, HORIZONTAL SCALE: 1" = 40' 0' 3' 6' 12' VERTICAL SCALE: 1" = 6' REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE DRAINAGE DITCH PROFILES PROJECT NO. 50119298 C401 7 SHEET NO. 1 1 2 I 3 I 4 5 E 0 C 3 NO 1: Ditch Computations t..,�:�i� Dewberry LD-268 PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH/Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 1 <ALIGNMENT> Hvdroloizv Ditch Geometry Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Lining Lining n Ditch Ditch 10 yr 1Dyr 2yr 2yr Tractive Lining Lining Free- Capacity From Station To Station LT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force'Y' Adeq? Adeq? board Adeq? Upstream Downstream RT (acres) (acres) (acres) (min) (min) (in/hr) (Irir) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) Ibsft' (MaxV) (Max Tallow) (ft) 012+00.00 012+54.00 578.44 572.76 0.121 0.90 0.060 0.50 0.461 0.30 0.277 0.277 5.00 5.00 6.64 5.04 1.84 1.40 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.105 0.16 2.62 0.29 3.67 0.80 YES YES 0.84 YES 011400.00 012+00.00 587.94 578.44 0.073 0.90 0.051 0.50 0.190 0.30 0.148 0.425 5.67 5.48 6.46 4.94 2.75 2.10 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.095 0.16 2.49 0.29 3.49 0.72 YES YES 0.84 YES 010+00.00 011+00.00 600.00 587.94 0.072 0.90 0.017 0.50 0.047 0.30 =0.0870.087=5.005.00 6.64 5.04 0.58 0.44 =1.001.00 2.00 2.00 2-EC-2 Ty2 2 0.045 NA 0.121 0.16 2.81 0.13 2.58 0.91 YES YES 0.84 YES ions jewel, Ditch Computations 460" Dewberry = - - - - - - LD-268 PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH/Dewberry Engineers Inc. _ DITCH IDENTIFICATION: Ditch 2A <ALIGNMENT> H dr logy Ditch Geom try Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Uni ng Uni ng n Ditch Ditch 10 yr 10 yr 2yr 2yr Tractive Lining Uni ng Free- Capacity Upstream Downstream From Station To Station LT RT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2 yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force "T" Adeq? Adeq? board Adeq? (acres) (acres) (acres) (min) (min) (in/hr) (iri (cfs) (cfs) (ft) (ft) (H/V) (i (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) (Ibs/ft') (MaxV) (MaxTa�i"w) (ft) 025+00.00 025+85.00 0.045 0.90 0.00 0.50 0.077 0.30 0.064 0.064 5.00 5.00 6.64 5.04 0.42 0.32 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.055 0.31 2.72 0.27 2.52 0.71 YES YES 0.69 YES 549.16 544.52 0.27 2.54 0.73 YES YES 0.69 024+00.00 025+00.00 0.079 0.90 0.00 0.50 0.056 0.30 0.088 0.088 5.00 5.00 6.64 5.04 0.58 0.44 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.056 0.31 2.75 YES 554.73 549.16 023+00.00 024+00.00 0.076 0.90 0.00 0.50 0.091 0.30 0.096 0.096 5.00 5.00 6.64 5.04 0.64 0.48 1.00 1.00 2.00 2-EC-2 3 0,045 NA 0.053 0.31 2.67 0.27 2.47 0.69 YES YES 0.69 YES 560.00 554.73 ------------- 0.112 0.31 3.89 0.27 3.60 1.46 YES YES 0.69 YES 022+00.00 023+00.00 0.0785 0.90 0.00 0.50 0.037 0.30 0.082 0.082 5.00 5.00 6.64 5.04 0.54 0.41 1.00 1.00 2.00 T2.002-EC-2 3 0.045 NA 571.19 560.00 0.093 0.31 3.55 0.27 3.29 1.22 YES YES 0.69 YES 021+00.00 022+00.00 0.063 0.90 0.00 0.50 0.037 0.30 0.068 0.068 5.00 5.00 6.64 5.04 0.45 0.34 1.00 1.00 2.00 3 0.045 NA 580.50 571.19 0.106 0.31 3.80 0.27 3.51 1.39 YES YES 0.69 YES 020+00.00 021+00.00 0.049 0.90 0.00 0.50 0.09 0.30 0.071 0.071 5.00 5.00 6.64 5.04 0.47 0.36 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 591.13 580.50 Dewberry I I I I I I Ditch Computations LD-268 :1t PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH / Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 2B <ALIGNMENT> Hydrology Ditch Geometry Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Lining Lining n Ditch Ditch 10 yr 10 yr 2yr 2yr Tractive Lining Lining Free- Capacity From Station To Station RT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force"T" Adeq? Adeq? board Adeq? Upstream Downstream (acres) (acres) (acres) (min) (min) (in/hr) (Iri (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) Ibs/ftz (MaxV) (Max Tallow) (ft) 028+00.00 028+50.00 529.56 524.36 0.032 0.90 0.000 0.50 0.056 0.30 0.046 0.046 5.00 5.00 6.64 5.04 0.30 0.23 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.104 0.31 3.75 0.27 3.47 1.36 YES YES 0.69 YES 2.23 0.56 YES YES 0.69 YES 027400.00 028+00.00 533.83 529.56 0.046 0.90 0.000 0.50 0.188 0.30 0.098 0.143 5.69 5.75 6.45 4.89 0.93 0.70 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.043 0.31 2.41 0.27 026+00.00 027+00.00 543.42 533.83 0.053 0.90 0.000 0.50 0.078 0.30 0.071 0.215 6.16 6.25 6.33 4.79F136 1.03 EOOO 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.096 0.31 3.60 0.27 3.34 1.25 YES YES 0.69 YES 025+85.00 026+00.00 544.52 543A3 0.003 0.90 0.000 0.50 0.010 0.30 0.006 0.006 0.08 0.09 7.96 6.03 0.03 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.073 0.31 3.14 0.27 2.90 0.95 YES YES 0.69 YES Ditch Computations _� D- LD-268 ewberr y` •_ PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH / Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 3 <ALIGNMENT> Hydrology Ditch Geom try Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2yr 10 yr 2yr Bottom Depth Left Right Lining Lining In Ditch Ditch 10 yr 10 yr 2yr 2yr Tractive Lining Lining Free- Capacity From Station To Station 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force"T" Adeq? Adeq? board Adeq? Upstream Downstream RT (acres) (acres) (acres) (min) (min) (in/hr) (in/hr) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd (ft) (ft/ft) (ft) (ft/sec) (ft) (ft/sec) (Ibs/ft2) (MaxV) (Max Tallow) (ft) 032+00.00 032+50.00 593.82 590.78 0.037 0.90 0.000 0.50 0.075 0.30 0.056 0.056 5.00 5.00 6.64 5.04 0.37 0.28 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.061 0.29 2.80 0.25 2.59 0.76 YES YES 0.71 YES 3.53 0.25 3.26 1.22 YES YES 0.71 YES 031+00.00 032+00.00 0.057 0.90 0.000 0.50 0.230 0.30 0.120 0.120 5.00 5.00 6.64 5.04 0.80 0.61 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.097 0.29 603.49 593.52 030+00.00 031+00.00 0.054 0.90 0.000 0.50 0.036 0.30 0.059 0.059 5.00 5.00 6.64 5.04 0.39 0.30 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.087 0.29 3.35 0.25 3.10 1.10 YES YES 0.71 YES 612.21 603.49 , Ditch Computations 1.;.' Dewberry® 2� ,.•, PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH / Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch EX-4 <ALIGNMENT> H r logy Ditch Geom try Hydraulics Invert Area C C Area C Incr Total Tc Tc 10 yr 2 yr 10 yr 2 yr Bottom Depth Left Right Lining Lining n Ditch Ditch 10 yr 10 yr 2 yr 2 yr Tractive lining lining Free- Capacity From Station To Station 1 0.90.5 3 0.3 CA CA 10yr 2yr i i Q Q B Y Slope Slope Type Width Curve? Slope Depth Velocity Depth Velocity Force"T" Adeq? Adeq? board Adeq? Upstream Downstream RT (acres) (acres) (min) (min) (in/hr) (in/hr) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd(ft) (ft/ft) A (ft/sec) (ft) (ft/sec) Ibs/ftZ (MaxV) (Max Tallow) (ft) FArea 041+00.00 041+19.00 576.96 575.01 0.007 0.90 0.50 0.006 0.30 0.008 0.008 5.00 5.00 6.64 5.04 0.05 0.04 0.50 1.00 3.75 2.75 5-EC-3 Tyl 6 0.036 NA 0.103 0.76 7.14 0.68 6.66 2.54 YES YES 0.24 YES 5.00 0.50 1.00 3.75 2.75 NA 1 040+00.00 041+00.00 0.041 0.900.50 0.032 0.30 0.047 0.047 5.00 6.64 5.04 0.31 0.23 S-EC-3 Tyl 6 0.036 0.100 0.76 7.06 0.68 6.59 2.48 YES YES 0.24 YES 587.00 576.96 40. Ditch Computations _ y•,. LD-268 Dewberry �•e PROJECT: ACSA Avon Maintenance Facility COUNTY: Albemarle DATE: 9/29/2021 ENGINEER: PGH / Dewberry Engineers Inc. DITCH IDENTIFICATION: Ditch 6 <ALIGNMENT> H dr logy Ditch Geom try Hydraulics Invert Area C Area C Area C Incr Total Tc Tc 10 yr 2 yr 10 yr 2 yr Bottom Depth Left Right Lining Lining n Ditch4tc10 yr 10 yr 2 yr 2 yr Tractive Lining Lining Free- Capacity From Station To Station LT 1 0.9 2 0.5 3 0.3 CA CA 10 yr 2yr i i Q Q B Y Slope Slope Type Width Curve?Depth Velocity Depth Velocity Force"T" Adeq? Adeq? board Adeq? Upstream Downstream RT (acres) (acres) (acres) (min) (min) (in/hr) (in/hr) (cfs) (cfs) (ft) (ft) (H/V) (H/V) (ft) Rd(ft)(ft) (ft/sec) (ft) (ft/sec) Ibs/ftZ(MaxV) (Max Tallow) (ft) 010+00.00 011+44.00 572.76 573.25 0.160 0.90 0.016 0.50 0.197 030 0211 0.211 5.00 500 664 5.04 1.40 1.06 1.00 1.00 2.00 2.00 2-EC-2 Ty2 3 0.045 NA 0.16 0.47 0.29 0.66 0.03 YES YES 0.84 YES ft 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 LJ_ O � 0 D Q W i- Uw -U z o a z �z I �Oi w Q a p c~i> > z W � a � w w z � w - 10 _j o Q� O O F F J �Q z _ N ow m O� L� J Q Liz to �O Q Q �W W SEAL � `ygALlb ®y� OCC G�, U 1 CL' ///jvy D -d AtN Lic. No. 037GY3 OC Orr+ 2/10/23 a�T.�0-VA L V14 SCALE REVISIONS 3 2/10/23 ACO REVISION 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY SPC APPROVED BY KAP CHECKED BY HCG DATE FEBRUARY 10, 2023 TITLE DITCH CALCULATIONS PROJECT NO. 50119298 C401 8 SHEET NO. E 0 C 3 2 3 4 5 \1 \I \ \ \ \\ \\\ \ 1 IIII 1\ \\ \ \ ILL CREEK C RIVE \\\ \ \ \ \ \ \ \ \\ \\ \ \\\ �` \ \ \\\ \\ O� \� \\moo \\ �\ I \N\\� \\\\\��\\ \ \ i / / / / / \ 1 1 \ \ 1 PARKING '\I I \ \ 1 LOT \ I \ ((� / \/( \ APPROX20'DRAI�G SEMEIT4425-054. 156&16]/PIATI\ ^ \ I \ I \ \ I \ \ \ \ 1 �-\\\\\\��\ TV#s \ / 1 ((IIII1111\\ \ _/\ IIIII\ / \\ \ \\\ \ / 1 I \ \ 1 I 1 I I \\�\ \\\ \ \\\ \\ \\\ \ 1 \ 11 \ ( 1 I \ \ \ \\ \ 1 \ \ \ 1 \ \ \\ \ \\\\\\ \ 1 11l ,PAR c_ \ \ \ I f \\\\�\\ \ / \\\\\\\ \I II\\\ \\\\\ -, -\\\\ \\I 1- LOT \ \ \ \ \ \ I\IIIII b \ \ 1 // / /(r \ \ \ \ \ 11 \\ 1 l \II \1 \11 I - ` \ \ \ \ I ( ( ( MONTICELL / / \\ \ \ \ \ \\ 11 1 ) \\\ \\\ / \\\\\\\ _// \ 11\ d\\\ ll \\�I \ \\\\1l 11 \\ / I I I \ 11 JI (I I I l 1 J Ill /� \ \ \ \\ / / = ( \1 1 \\I 1 \\\ \II\II \ )1\1 l \ l l\ \\ S\\II \ I / III I 1 1 FIRE RESCU \ \ \\ \\\ \ \\ \ I \ 1 11 \ \ \ \ \ \\\\\\\\\ 1 I 1 1/ �\ JII!!IIIII III IIIII) II ( \ \I\\ \ /lhll I � � / I 1 sTAIo> 1 t\\\\\ I \ y \ \ \ \ \ \ \\ \IIIIIII I \\\\\\ \ �I \ \\ I - \\ I \\ I \ I \ \ l 1\\ 1\\\ \1 1 \ 1 \ 11 \ 1\ I\I\ 1 \\\\ \\ l \ 1 1p \ 1 I\\1l\ \ \\\\\\\\� \\\\\\\\\\\\\ I \ e _ _--//// \ \ -V1 \-I �JX ` O O Vr=�i �/�///l \ \\\\\\\QJI I g \\ \ APP 0X. 26YDRAINAGEEA5EMENTI I\\ �\ II I I JI \\ TRV TRV#� I l \\ \\ \ \ \ // — � \ �/ a^ / /� I 1 \ \ ~ ) 0 IJIIv�/P4'�� / oB a2S,61 aoR M25�59PA — ) I I\\ 1 \ APP1 15'GAS� \ ' _ _- _ _ _ = _ �\ 1 \ \ 1 \\\\\\\\\ \\\ \ \\\\I \ \ // 540_- _ RIP RAP 1 4�` / I ( ` \ \ , J I/ JJ/, r )IIIII (1 L\ \\ \\ \\\ \\ \ 1 `�.�\ sII IIII\ WV 545 \\ �\ \\\ \ \ \ \ \ / \\ \ \ \ C TE NE / 2Q\ EN / ATERLIN EASEMENT \— \ \ \\ \ \\ \ \ O ,, INV=508.62- f PA H _ IIII / 1'f114k17 \\� 7� - \ \ \ \\ O T APPROX. 26'ACSA / / I I \ \ \\ \ \\\ \ \\ \\\ \ \ \\ \ \ ! ( I 1 /f `,; 4^_- l II\ \SANITARY SEWER \ \ \ 1 1 I I I \ \\\\ \\\ \\ \ \\\ \\\ \\\ I \\\ \\ \ EASEMENT l \ \ `R,425`&DB\ \ I 4425-159 P1AT) .� \ l\ } \11\1 /r\\ 1\Ill! l - I \ \\\\ \ 1 \ \\\\ \ \\ \ s Lh ATE \ \ \ \ ° `! I N�INLCE — WV o$\\�\\\\ I 1 1 1\ll I l ( I $ )/I I \ \ \ Ill 11 I \ ))III)) ! I \ f I 1 I I I I 1 I I I I I I I 1 III IIII\ \ / 11 I I I I I I I I I \ \ \ \ \ \ \ \ \ \ \\ IIII ( \ \ I I I I I 1 \ \� � JI I lj1\(I w 1 I1 I I I I I I < I I I \\\I\\\ ,� -��` lI 11 1 II I I I I I I I \\\/ 41 IN\LIN lol \ I 1 1 I 11 \ II ►1 \\ \ AG � I l \ \1 11\I ) \ I\\\11 1 \ 1 \ \ 1 (\I11)i TRW AWATERTANK 1 I C I III 1 ► 1 I 1 1 \ 1 \ \ I \ 1 �TREET EXTj. TE \ �7371 VON 1 a 1\39ZON \ 1\1 I x Q \ \ I 1 I l 11 sTk�\ � ,/oPP � � __�_ \\\\ w'l \l \ \ \ I \ \ \ 1 \ \ \ \ \ i 1 1 \ \ \ > , \� ,a- �) - - _ \ \ \l I ( ! I \\ \\\-� ) \ll\\ \\ 111�\\I\ tl\\ \\\\\ o// \�' N�I �\ T \ APPROX.IP WMOS EASEMENT O B. 4399. 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I JS NEWALk/ / 1 lII ( P\\ PA�KII/1G \ Il 1 \\ \ \ ARKING I 1 I / I I ,to j oT\ UNITED RENTALS / I 1 11 I J 1111II1II I / 1 ) I I / / I I / 1 1 Jf / ALBEMARLE HEALTH & \ 1 / J r ) REHABILITATION CENTER \1111f1111/(fII (�IJIIIfII)( / / 1 \\\\\I \\ \ \ \\\I Jll l LI EIiNORK TAPEEId\ \ \ \ _ / / // \ \\\\ \\ \ I 1 \ \ LBEr51AR \ - - _ I I/ /ll �l// �)111111\\\\\ \\\1 \I� / IIII \ iaol�os \\\ \ l // / /�i/iil 1XT�e / / I I ( \ / / /// SATE MICiH A \ / / 1 1 1 I I 1 / (IIII l \ / \ / \P�,N� PRR I III 1 I I I \Ill\ \ , \ / / TIIiIIf�QON\S\G O\JP, \ \ - / I J I 1 I 1 () J 1 ll\��\ \\\\\\ \ \ 1 \ \ \\\ \ �A'TE o 2/ 2T\ \\R \ ° ( ) I I I I l 1 I I !IIIII\\\\�\\\\`41 \ J J�II\ \\ \ \ \ \ \\ 11\011 \�\\ \ \ \\ \ \ \\ \ \ \\\\ \ \ P \ » \ fl \\\N,\\\\\ I \ \\ \ 1 ^ RF RKING LOT i / \ ARF�IAM GIR�LE ) LEGEND _ INLET DRAINAGE AREA °n Inc) DRAINAGE AREA SYMBOL ° ft 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— O LDgyp' 1 r IIL�iL wa Uw —U z ^ a z � O w Q a F viz�LLJoLLJ V > ° I— zz <o O �� Q z _ o N ow m O� L� J a V) wz 0 w w m Q SEAL e0®T40�4 `jf,Ai.lb ®� OCC Gg fi CL' D 1 No. 0370Y3 OC s� .� � w_ a��.1 f��t SNr"rrocc SCALE 0' 20' 40' 80' SCALE: V = 40' REVISIONS 3 2/10/23 AGO REVISION 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACID INITIAL SITE PLAN No. DATE BY Description DRAWN BY SPC APPROVED BY KAP CHECKED BY HCG DATE FEBRUARY 10, 2023 TITLE INLET DRAINAGE AREA MAP PROJECT NO. 50119298 C4019 SHEET NO. 1 2 3 4 � Dewberry E C 3 2" VDOT SM-9.5A 3" VDOT BM-25.OA 8" VDOT 21-B AGGREGATE COMPACTEDDEN PROMAX. DRY CTOR PER ASTM D 698, METHOD D. (12" MIN. BELOW SUBGRADE) HEAVY DUTY ASPHALT PAVEMENT SECTION N.T.S. 2" VDOT SM-9.5A 8" VDOT 21-B AGGREGATE COMPACTED SUBGRADE TO 95% MAX. DRY DENSITY PROCTOR PER D 698, METHOD D. (12" MIN. BELOW SUBGRADE) LIGHT DUTY ASPHALT PAVEMENT SECTION N.T.S. TIE INTO EXISTING GRADE 24' ,2% MAX. CROSS SLOPE 6" 4000 PSI CONCRETE 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 8" AGGREGATE BASE J L COMPACTED SUBGRADE TO 98% MAX. (VDOT 21-B) DRY DENSITY STD. PROCTOR PER ASTM D-698. (12" MIN. BELOW SUBGRADE) N.T.S. MILL AND OVERLAY NEW PAVEMENT SECTION SECTION MILL & OVERLAY PAVEMENT SECTION N.T.S. TIE INTO EXISTING GRADE TYPICAL CROSS SECTION - GRAVEL ROAD N.T.S. H2O LOAD RATED COVER AND FRAME. STANDARD 4' 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" 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. FIRE DEPARTMENT CONNECTION OR FIRE DEPARTMENT VALVE. CITY OF CHARLOTTESVILLE C&O THREADS REQUIRED FOR FIRE 3,-0„ 24" DEPARTMENT CONNECTION 6" THICK X 18"0 EAR CONCRETE NO PARKING IN SLEEV FRONT OF FDC. -III=1 I=1 I I� 11= =1 I=1 I=1 I I -III ROADWAY I I-1 I I_=I � I=III= _ -I 11=I � I=I � I=I � I_I I I• .• . . IIIII� I �I1I11111II11711�. • - It i • • • • • • L#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 5' CLEAR 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 C478. FIRE DEPARTMENT CONNECTION N.T.S. NOTES: 1. SET VDOT STD HR-1 HANDRAIL 6" OFF BACK OF WALL. 2. MAINTAIN 42" BETWEEN TOP OF WALL AND TOP OF RAILING. 3. HANDRAIL AND ALL COMPONENTS SHALL BE POWDER -COATED FINISH, BLACK IN COLOR. FILL WITH NON -SHRINK HANDRAIL POSTS GROUT; AND SEAL CORE DRILL • , •• 'v -A , • �• • Y it it OA 4. r �R. RETAINING WALL HANDRAIL POST FOUNDATION 6" COMPACTED AGGREGATE BASE) VDOT #21A ON COMPACTED v \j SUBGRADE /.�/�.�/M. #4 DOWEL WITH STD. 90° HOOK AT 12" O.C. WITH 24" HORIZONTAL LAG 8„ CONTINUOUS #4 NOTES: 1. PROVIDE CROSS SLOPE: 1/5% MIN.; 2% MAX. 2. PROVIDE EXPANSION JOINTS @ 30'4" MAX 3. PROVIDE TOOLED OR SAWED JOINTS @ 6'-0" O.C. MAX CONCRETE DUMPSTER PAD N.T.S. 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. MODULAR CONCRETE CAP UNIT. ADHERE TO UNIT BELOW WITH CONCRETE ADHESIVE. � 6" 12 \/ BACKFI LL / VARIES MIN. MODULAR CONCRETE FACING UNITS FILTER FA AROUND: VDOT #57 FACE TYPICAL MODULAR CONCRETE CAP UNIT GEOSYNTHETIC REINFORCING. ENGTH, TYPE, AND SPACING BY MODULAR REINFORCED VDOT #57 STONE SEGMENTAL RETAINING WALL WRAP WITH SYSTEM MANUFACTURER f FILTER FABRIC REINFORCED BACKFILL COMPACT TO 95% OF MIN. � j\// /�/� 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 PIPE. r FACE /\ z ) mL0 f TYPICAL MODULAR 0.C:01 CONCRETE FACING UNIT MODULAR REINFORCED SEGMENTAL RETAINING WALL DETAIL N.T.S. PROTECTIVE PIPE BOLLARD GATE 25'-0" EQ. EQ. EQ. ` • L1 ,. '�.A . ` . EQ. , .. 12" 6" T x w 1 ALEMITE 1610-BL 6" I.D. GATE POST DUMPSTER ENCLOSURE HICK CONC. PIPE w/ 6x6 - w 1.4 4 W.W.F. M1 A w 1 N.T.S. HYDRAULIC GREASE FITTING TO BE ACCESSIBLE 7-1/4" O.D. FOR MAINTENANCE HINGE 6" LONG II \ 1"X 6" X 1/2" TO to HINGE & GATE ih 8" X 8" X 1/8" GUSSET PLATE (INSIDE ONLY) ALL CORNERS 1" WELD @ 3" O.C. ALL AROUND 3" X 7-1/4" GATE 2" X 2" X 1/8" LATCH 12' ASPHALT PAVING MIN. SECTION A -A DUMPSTER PAD N.T.S. 1" 5/4" X 6 SQUARE EDGED TREATED PINE BOARDS WITH 1/4" GAP. SCREW TO FRAME WITH GALVANIZED OR STAINLESS STEEL SCREWS 7-1/4" O.D. HINGE 6" 1 O.D. TUBE. FRA STEEL TUBE I I WELD GATE FRAME COLLAR WELDED JOINTS I TO POST. 6" I.D. PIPE I GATE POST I NOTE: GALVANIZE ALL v GATE FRAMES AND 1 PIPES. 6" NOM. I.D. 1 GATE POST FILLED WITH I Ill I I 17 -1/4" O.D. CONCRETE I 6" MIN. I o TUBE COLLAR ROUNDED TOP. U I U I FIELD WELDED SEE BOLLARD L_ -1 L- J TO GATE POST DETAIL 1'-6" If f GATE DETAIL FOR DUMPSTER ENCLOSURE N.T.S 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 w az ww (� Q w z J ^ LL N V Ln O W a �: z () w j O �o - �� z� �w z 0 ow 0 LL m J ¢ 0 V wz w0 Q Q Mw W Q SEAL PJ e0®T4��4 0 `ygALlb ®y� CC C,t• fi C1' 1 AN NY -a Ua No. 037GY3 ONN 3/24/23 yh �T, 01VAL EN G SCALE REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5s0l SHEET NO. � Dewberry E GATE REC FENCE FENCE C 3 3„ 3T6 V/AKIt.J SIDE VIEW TOP VIEW NOTES 10221" SIDE VIEW GATE MOUNTING POST FENCE LINE FENCE POST GATE MOU" ""'^ ^^^T FENCE MOUNTING F DETAIL A DETAIL B ISO VIEW 8" THICK PLATE 8" BOLT 2"x2" 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 AND/DR TECHNICAL NFOthNimN Anerlstw Perimeter Security IAA Inc claims proprietry rights to the natwlul disclosed her TNs dredng o d/w tede"I Information Is Ns Inconfidence for engineering hf~lon only and ,ay rot bereproduced orused to manufacture anything shorn or referred to UNLESS OTHERWISE SPECIFIED TRERA S xx t m xxxx t .02 ANGLES t RS• FRACTIONS ! 1/8 SURFACE FIIUSH �h I WAWNG 1147 s vITH ASIE Y14.SN - 1994 TRANSPORT II CANTILEVER GATE 6'-24 INCX E 3 TIIRD ANGLE a FRMECrIUN DATE CREATED 7/19/2018 DRAWN BY nathan DESIfdEO BY nathan hereon without drect written permission fro, /y�V�� /�� . e`1p A •E; p /W1/•7�W • rlstnr Perimeter USA to DOCUMENT ID Anerlstw Perimeter Security IAA Inc to the use TNs drawing an /w techNcal Inforwtlw Is the property of Aneristar Perimeter SemrlTy LAP w��ts �� ha been setorcde to ne mew TOP VIEW _ DRAWING TRANSPORT II Eft-24f t CLASSI 1. REFER TO GATE OPERATOR NOTES FOR ELECTRICAL AND OTHER CONTROLS TRANSPORT II CANTILEVER GATE 61-241 N.T.S. CONTRACTOR IS RESPONSIBLE FOR A COMPLETE AND FUNCTIONAL GATE OPERATOR, INCLUDING ALL NECESSARY AND SPECIFIED CONTROLS. GATE OPERATOR AND COMPONENTS ALL LISTED PART NUMBERS ARE FOR DOOR KING PRODUCTS; EQUIVALENT PRODUCTS WILL BE CONSIDERED SUBJECT TO OWNER APPROVAL; %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 RTAKF BALES 10 MIL PLAC I A VISIBLE SIGN caucRllE STAKE i' -I wA STRAW BALES 10 MIL PLASTIC LINING �— NATURAL GROUND SECTION A -A VISIBLE SIGN BELOW GROUND CCNCRPTE STAKES AREA 10 MIL PLASTIC a}A /LINING NATURAL GROUND SECTION A - A WOOD PLANKS ABOVE GROUND CONCRETE WASHOUT AREA N.T.S. Source: Ameristar \� 17100-YR WSE = 532.05 TOP OF �10-YR WSJ=531-Qd INV=531.9 'Y\\�I..,L< •lt1I<, :c .'j i•'AC < j<f." X. /L. 1-YR WSE� 530.92 -./�� , / /< < TOP OF ORIFICE - y� < >; .'� . �<.• :. 1. .. L A<.. •l BOTTOM OF DITCH �'` < I <• I INV = 530.00 i ` ' < < 26'•z <• 1 F SWM 2 - WEIR WALL 31 36" FOOTIN 8' O.C. NOM. (SEE NOTE 2) I I I I IME ME • I1I1I1I1I1I1I1I1I1I1I1I1I1I1I1I1I1I1I1I111I1I� �111'lllllllllllllllll • 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 ROD RUNNER TM VARIABLE PITCH CONNECTION SYSTEM F R RAIL EASE OF INSTALLATION, HIGH AN LE BIAS ABILITY AND ELIMINATIO OF %a" UNSIGHTLY EXTERNAL FASTEN IRS. 1 LIJI o UNIFORM ZINC COATI (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 N.T.S. SWM1 HALF -CLOGGED DISCHARGES 1- YEAR = 0.06 CFS 10- YEAR = 1.45 CFS 100- YEAR = 3.60 CFS SWM 1 HALF -CLOGGED WATER SURFACE ELEVATIONS: 1- YEAR = 531.19 FT 10- YEAR = 531.98 FT 100- YEAR = 532.06 FT N.T.S. NOTES FORERUNNERT"" PAIL DOUBLE -WALLED "U"-CHANNEL SPECIALLY FORMED HIGH STRENGTH ARCHITECTURAL SHAPE S s S e' I IUNAL SWIVEL 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. POST INDICATOR VALVE N.T.S. VDOT A-3 CONCRETE TOP OF CURB 4" MIN. CURB CUT N.T.S. 0 CROSS SLOPE Source: Ameristar 1 TOP OF CURB CONTINUE STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB Source: Dewberry Dewberry Engineers Inc. 4805 Lake Brook Dr., Suite 200 Glen Allen, VA 23060 Phone: (804) 290-7957 Fax: (804) 290-7928 www.Clewberry.com O LLJ az LLJ LLJ a (� Q o U z wz J aN o > Cn O LIJ a V)> o z V) w j O �o �� z� �w z 0 ow O LL V) m J Q U O �, _jO Q Li m _J Q SEAL O��gALTb L t oANONYPENOCLla.NO- .37023 r 0 3/24/23 %fOA'AL VS".&® SCALE REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5s02 SHEET NO. E ❑1 C JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - -5- WATER SEWER 3 70 Ei p LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) WATER & SEWER EASEMENT WIDTHSI WATER OR SEWER ONLY - 20' MINIMUM 30' MINIMUM ■ SEE PART 3, PARAGRAPH Di SEPARATION [IF 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 TD-1 1' COMPRESSION x 3/4' MALE PIPE COUPUNG OR APPROVED EQUAL 1/8 BEND 0 NOTE NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'K' SOFT COPPER SINGLE SERVICE NOTE 1) SADDLES SHALL BE USED ON PVC PIPE Q FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES I� 2' I` R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON OD FINISHED GRADE CORPORATION STOP wMuX"y',¢:S:�Sn.. 'r `x�} NECESSARY SAND OR DUST UNDER BOX AND SETTER (2-INCH�ray�.' wh''r`j1 `fir i'' .�s'tiTH"?}_ VDOT SPEC. 203, NO 57 ;a AGGREGATEMINIMUM THICKNESS) g R-:?`::i4is4Y:Y^ TYPICAL SERVICE LATERAL INSTALLATION (5/829 & 1 2) METERS) NTS FIG. W-6A TD-10 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 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 UNSTABL SOIL\ ,L BACKFILL k e" BY ACSA MIN #68 STONE -ILL AS i,"r., 10, -ILLZABLES01L R 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 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 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270-) 7 CU. FT. gf18--22" VALVE BOX #68 STONE-1 • o' VALVE 2500 P.S.I. CONCRETE BASE AND THRUST i �'1•'' a' BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED 0)� EN RESTRAINED JOINT FITTINGS 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 A DIMENSION B DIMENSION 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 LIFT HANDLE L— — — — — — — — — — — — — — — — TYPICAL METER VAULT N.T.S. FIG. W-7A TD-14 6- SIDE VIEW .75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH Z N g WATER M.J. GATE VALVE ILI LINE 2500 P.S.I. CONCRETE 8 n 2'x 2' BEARING AREA. THRUST BLOCK 4 A c 'b NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 .J r' 8" MIN. 17.5" 6' MIN. a: a e ' • I-� 60' _ I 18 MIN. 12' MIN. 36" a —17.5"� ,r 37" MIN. t 44" MIN. 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 11 METER) NTS FIG. W-7B 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 Lf_ 0 I ~w az ww vU z� o a \ C/'� z LJ_ w zaNl _J �O > O W a z V) LU O I- �o — 10 �� z� �w z 0 ow 0 C m J a U OV) NwN0 Q w m w Q SEAL 0044000 � `ygALlb ®yT OCC O,t` U a UG No. 0370Y3 OC 0, 3/24/23 yh-" �T, 01VAL EN-44 G SCALE REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACID EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACID INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACID DATE MARCH 24, 2023 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5.03 SHEET NO. 1 2 3 4 5 � Dewberry E 0 C 3 ■ FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-O" MAX RUBBER COATED STEEL I STEPS CAST IN PLACE S-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 1_6MAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5' 4'-0" 6. FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES CHANNEL 1 BE FILLETS 3/4 DIAMETER OF CONTRIBUTING -- -- `d — SEWER. SEWER. d • .e 12 A FILLETED INVERT R A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N.T.S FIG. S-I-A TD-25 CAST IRON CLEANOUT CAP WITH STANDARD GASKET AND BRASS PLUG HAVING A COUNTERSUNK SQUARE HEAD SANITARY CLEANOUT TRAFFIC BEARING CLEANOUT/FRAME AND COVER 2' SQUARE CONCRETE 3000 PSI WITH 4x4 W.W.F. 6" STONE H J z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW o CHANNEL 1/4" 1' MIN BRANCH 12" w o � 2„ �. FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL I- BE CORED AND A FLEXIBLE CONNECTION " BOOT " o INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE — IN NITS FIG. S-I-B TD-27 HANDLE - SELF CLOSINr SELF -CLOSING HOSE FITTING - BACKFLOb PREVENTEI 1" PIPE RISEI GALVANIZED SCH 4 STEE SHAFT VALVE STOPPER SEAL O-RING STEEL CANISTER NOZZLE 1" COPPER WATERLINE VALVE FLOAT SEAL O-RING 3ALLFLOAT SASE FLOAT VALVE 'IPE VENT IISHED GRADE 'OST LINE - BELOW FINISHED BADE 3/4" COPPER =AFTER BEND NOTES: 1. YARD HYDRANT SHALL CONFORM TO ASSE 1057 SANITARY YARD HYDRANT AND ASSE 1011 FOR BACKFLOW PREVENTION AND A VACUUM BREAK. 2. YARD HYDRANT SHALL BE FROST PROOF. YARD HYDRANT \E E m N E Mu _ ^ N \E Xo 1 � M I3�II 9� 8� va r VB N� " z -, pEoY o F E O Q NWO E0 "e3ARRA w Ez , N 0o Y 9� o —z E E � E N aU • 'r i� r �ti N E E p e vOm � u 0 z o `s E 0 E• E S i • O ^� �6 n�pEp S, m uwi •N IDmu N 1 LL 0 0Lt TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 TOP OF MASONRY 6-0" A.F.F. 8" CMU BOND BEAM 8" CMU (GROUT ALL CMU CELLS SOLID BELOW GRADE) PROVIDE HORIZONTAL REINFORCING AT 16" O.C. VERTICAL. SPACING '/2" EXPANSION JOINT MATERIAL 6" SLAB WITH #4 BARS AT 12" O.C. EACH WAY AT MID -DEPTH OF SLAB REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION I INTIAL BACKFILL* (6" LIFTS) EMBEDMENT* 48-MIN THOROUGHLY COMPACTED SPRING LINEBY HAND OR APPROVED TAMPER OF PIPEMECHANICAL HAUNCHING NO. 68 STONE BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE 0 N - I 1'-0" 14 < d' O P•, " ,4'" a -pe 4;, 3'-0" STORAGE BAY CMU WALL SECTION TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD- 34 MORTAR OR MASONRY CAP #5 VERTICAL. AT 24" O.C. SPACING (EVERY OTHER VERTICAL. BAR MAY BE TERMINATED AT 6"-0" ABOVE TOP OF FOOTING). GROUT CMU CELLS SOLID AT REINFORCING. FINAL GRADE (SEE CIVIL) #5 DOWELS WITH STANDARD 900 HOOK AND 31" LAP SPLICE AT 24" O.C. SPACING. #5 AT 12" O.C. (4) #5 CONTINUOUS 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 W Q wz W UU zr o a V I Q o N U z C7 LL Lv z a p G V) O _ W L — O z< <o Q 0< �w z o� In m O O L.L.0 VLd J a U _jO Q Q 7 LLJ m Q SEAL 4#"900 `NfALTjj C1' ®y� pr c�, u 1 ��Y -d ON LUc. No. 0 PE N OC 3/24/23 12 UT, OIVAL EN G �33,iv��'ttw SCALE REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 AGO EXHIBIT 2 10/05/22 AGO FINAL SITE PLAN 1 11/29/21 AGO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5e04 SHEET NO. N.T.S. Source: Dewberry N.T.S. Source: Dewberry N.T.S. Source: Dewberry C M- Ed i G � 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 Lf_ O �w az ww vU z� a > (� Q wz J aN o > O w a z V) w j O — �w z o ow O _ � m J a U O V -1O ry> QQ w m w Q SEAL 00"900 h `ygALlb 10 eee G�1 AN ONYPEN -a LUc. Mo. 037023 OC 3/24/23 yh �T, 01VAL EN ��3iv�0rtw G SCALE REVISIONS 4 3/24/23 DAB 90% MARKUPS 3 2/10/23 ACO EXHIBIT 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description DRAWN BY NTF APPROVED BY KAP CHECKED BY ACO DATE MARCH 24, 2023 TITLE CONSTRUCTION DETAILS PROJECT NO. 50119298 C5005 SHEET NO. E X C 3 W 1 I TEMPORARY TRAFFIC CONTROL GENERAL NOTES 1. GENERAL WORK HOURS, WITHIN ROADWAYS, ARE MONDAY THROUGH FRIDAY FROM 7:00 AM TO 7:00 PM, UNLESS OTHERWISE NOTED IN THE PLANSIOR APPROVED BY VDOT TO HAVE EXTENDED OR OVERNIGHT WORK HOURS. 2. LANE CLOSURES WILL NOT BE PERMITTED BETWEEN 12:00 NOON ON THE FRIDAY PRECEDING AND 12:00 NOON TUESDAY FOLLOWING NEW YEARS DAY, EASTER, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY IF THESE HOLIDAYS OCCUR ON A SATURDAY, SUNDAY, OR MONDAY. IF ANY HOLIDAY LISTED IN THE ROAD AND BRIDGE SPECIFICATIONS SECTION 108.02 FALLS ON A WEEKDAY OTHER THAN MONDAY THERE SHALL BE NO TEMPORARY LANE CLOSURES BETWEEN 12:00 NOON THE DAY BEFORE AND 12:00 NOON THE DAY AFTER EACH OF THESE HOLIDAYS. NO LANE CLOSURES SHALL TAKE PLACE BETWEEN 12:00 NOON WEDNESDAY PRECEDING AND 12:00 NOON THE MONDAY FOLLOWING THANKSGIVING. ALSO, NO LANE CLOSURES SHALL BE ALLOWED ON ELECTION DAY. 3. TEMPORARY LANE CLOSURES, OTHER THAN NOTED IN THESE PLANS, WILL NOT BE PERMITTED UNLESS OTHERWISE APPROVED IN WRITING BY VDOT. 4. THE TRAFFIC CONTROL DEVICES AND SAFETY MEASURES SHALL BE IN CONFORMANCE WITH THE FOLLOWING AND ALL REVISION THERETO: a. THE MANUAL ON UNIFORM AND TRAFFIC CONTROL DEVICES (MUTCD), 2009, b. VIRGINIA SUPPLEMENT TO MUTCD, 2011, c. VIRGINIA WORK AREA PROTECTION MANUAL (VWAPM), REV 2.1, NOVEMBER 2020, d. VDOT ROAD AND BRIDGE STANDARDS, 2016, e. VDOT ROAD AND BRIDGE SPECIFICATIONS, 2020. 5. IT IS NOT THE INTENT OF THE SEQUENCE OF CONSTRUCTIONIMAINTENANCE OF TRAFFIC PLAN TO ENUMERATE EVERY DETAIL WHICH MUST BE CONSIDERED IN THE COMPLIANCE OF EACH STAGE, BUT ONLY SHOW THE GENERAL HANDLING OF TRAFFIC. 6. ADVANCE SIGNING AND ANY OTHER TRAFFIC CONTROL DEVICES SHALL BE INSTALLED PRIOR TO BEGINNING EACH STAGE OF CONSTRUCTION AND SHALL BE REMOVED AS NECESSARY BEFORE PROCEEDING TO THE NEXT STAGE. 7. THE CONTRACTOR SHALL NOTIFY THE PUBLIC AND ALL ADJACENT PROPERTY OWNERS AND BUSINESSES A MINIMUM OF TWO (2) WEEKS PRIOR TO BEGINNING WORK. 8. THE CONTRACTOR SHALL PROVIDE ACCESS TO ADJACENT PROPERTIES AT ALL TIMES. THE AFFECTED PROPERTY OWNER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF ANY ACTIVITY WHICH MAY BLOCK THE DRIVEWAYS. ALL DRIVEWAYS MUST BE REOPENED AS SOON AS POSSIBLE, BUT NO LATER THAN THE CONCLUSION OF EACH WORK DAY. 9. THE CONTRACTOR SHALL DOCUMENT THROUGH VIDEO OR PHOTOGRAPH THE EXISTING SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION. THE DOCUMENTATION SHALL BE SUBMITTED TO VDOT. 10. ANY EXISTING DRIVEWAYS, CURB AND GUTTER, SIDEWALKS OR DRAINAGE STRUCTURES THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION AT THE EXPENSE OF THE CONTRACTOR. 11. NO PARKING OR MATERIAL STORAGE SHALL BE ALLOWED ALONG THE SHOULDERS OF ANY VDOT ROADWAYS. 12. THE CONTRACTOR SHALL ENTER ALL PROPOSED LANE CLOSURES IN LCAMS AND RECEIVE APPROVAL OF PROPOSED LANE CLOSURE PRIOR TO IMPLEMENTATION. 13. THIS IS A TYPE "A" TRANSPORTATION IVANAGEUNT PLAN THAT DOES NOT REQUIRE OFF SITE DETOURS. 14. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER, VDOT, THE CONTRACTOR SHALL PLAN AND PROSECUTE THE WORK IN ACCORDANCE WITH THE FOLLOWING: a. IT IS ANTICIPATED THAT THE FOLLOWING 2011 VIRGINIA WORK AREA PROTECTION MANUAL REVISION 2 TYPICAL TRAFFIC CONTROL APPLICATIONS WILL BE USED TO PERFORM THE CONTRACT WORK: TTC-5.2 AND TTC-23.2. DURING PERIODS THAT OPERATIONS ARE PERFORMED UNDER TRAFFIC, THE SPEED LIMIT SHALL BE, AS POSTED. IN ADDITION, "UTILITY WORK AHEAD" SIGNS SHALL BE PLACED IN ADVANCE OF THE WORK ZONE. b. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC SCHEDULE, INCLUDING ALL PROPOSED LANE AND SHOULDER CLOSURES, AT LEAST TWO WEEKS PRIOR THE ACTUAL CLOSURES ARE TO BEGIN FOR REVIEW AND APPROVAL. c. THE CONTRACTOR SHALL SUBMIT THE FINAL PLAN OF ALL PROPOSED LANE AND SHOULDER CLOSURES BY CLOSE OF BUSINESS WEDNESDAY FOR WORK IN THE FOLLOWING WEEK REQUIRING THE LANE OR SHOULDER CLOSURES IN ORDER FOR THE DEPARTMENT TO NOTIFY THE GENERAL PUBLIC, APPROPRIATE PUBLIC ENTITIES, TRAFFIC MANAGEMENT CENTER, AND THE REGIONAL TRAFFIC ENGINEER d. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE SUPPLIED INSTALLED MAINTAINED AND REMOVED BY THE CONTRACTOR. e.ALL SIGNS WILL BE EITHER REMOVED FROM THE ROADWAY WHEN NOT NEEDED OR COVERED PER SECTION 617.04 OF THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION. f. TRAFFIC CONSISTS OF RESIDENTS, COMMUTERS, DELIVERY TRUCKS, SCHOOL BUSES. g. SIDEWALK CLOSURES SHALL BE IN ACCORDANCE WITH TTC-35.1 AND TTC-36.2, IF APPLICABLE. 15. NO OBJECTS, EQUIPMENT, OR STORED MATERIALS MAY INTERFERE WITH SIGHT DISTANCE OF ENTRANCES AND INTERSECTIONS. 16. CONTRACTOR SHALL MAKE ARRANGEMENTS TO STORE EQUIPMENT AND MATERIALS OUTSIDE THE RIGHT-OF-WAY AND CLEAR ZONE. 17. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE DURING CONSTRUCTION PHASING. 18. DISTURBED MAILBOXES AND ROADWAY SIGNS SHALL BE CONTINUOUSLY RESET IMMEDIATELY AFTER BACKFILL. 19. ALL COORDINATION FOR MAINTENANCE OF TRAFFIC ON VDOT RIGHTS OF WAY SHALL BE PERFORMED BY THE VDOT CHARLOTTESVILLE RESIDENCY, PHONE: 424-293-D011 PUBLIC COMMUNICATIONS PLAN 1. CONTRACTOR SHALL COORDINATE WITH INDIVIDUAL PROPERTY OWNERS AND RESIDENTS AFFECTED BY CONSTRUCTION TO MAINTAIN PROPERTY ACCESS THROUGHOUT THE DURATION OF CONSTRUCTION. 2. AS NECESSARY, THE VDOT PERMIT INSPECTOR SHOULD COMMUNICATE WITH ALBERMARLE COUNTY FIRE AND RESCUE, ALBERMARLE COUNTY POLICE, AND OTHER AGENCIES AS DETERMINED APPROPRIATE. 3. NOTIFICATION OF CONSTRUCTION STARTIEND DATES AND WORK ZONE INFORMATION WILL BE ENTERED INTO THE VA. TRAFFIC SYSTEM. 4. CONTRACTOR SHALL COORDINATE WITH VDOT PR IN ADVANCE OF WORK SO THAT PUBLIC CAN BE INFORMED. CONTACTS ARE: - WILL MERRITT 540-829-7370; WILLIAM.MERRITT@VDOT.VIRGINIA.GOV - LOU HATTER 540-727-3201; LOU.HATTER@VDOT.VIRGINIA.GOV TRANSPORTATION OPERATIONS PLAN 1. IN THE EVENT OF ABNORMAL TRAFFIC DELAYS DURING TEMPORARY LANE CLOSURES, THE CONTRACTOR SHALL NOTIFY THE VDOT PERMIT INSPECTOR. 2. IN THE EVENT OF A CRASH OR OTHER EMERGENCY SITUATION IN THE WORK ZONE, THE CONTRACTOR SHOULD IMMEDIATELY NOTIFY APPROPRIATE EMERGENCY RESPONSE AGENCIES (911) AND THE VDOT PERMIT INSPECTOR. THE VDOT PERMIT INSPECTOR SHOULD NOTIFY OTHER OFFICES AS APPROPRIATE. 3. IF A CRASH INVOLVES THE CONTRACTOR'S EQUIPMENT, MATERIAL, OR PERSONNEL, OR IF THE CRASH IS WITHIN THE LIMITS OF A TEMPORARY LANE CLOSURE, THE CONTRACTOR SHOULD MAKE THE INCIDENT AREA ACCESSIBLE TO EMERGENCY VEHICLES WHEN FEASIBLE, AND SHALL BE READY TO FOLLOW THE DIRECTION OF THE POLICE AND THE VDOT PERMIT INSPECTOR IN ORDER TO RESTORE NORMAL OPERATIONS. 4. LOCAL EMERGENCY RESPONSE CONTACTS ARE: - VIRGINIA STATE POLICE - 911 OR 434-296-5833 - HAZ-MAT CENTER (IF SPILL INVOLVED) - 911 - ALBERMARLE COUNTY FIRE & RESCUE - 434-296-5833 OR 911 - ALBERMARLE COUNTY POLICE - 434-296-5807 5. LOCAL NON -EMERGENCY RESPONSE CONTACTS ARE: - DISTRICT PUBLIC AFFAIR DEVICES OFFICER (LOU HATTER): 540-727-3201 - REGIONAL TRANSPORTATION OPERATIONS CENTER, SHIFT ADVISOR: 540-332-9500 - DISTRICT WORK ZONE SAFETY COORDINATION (DONNIE SMITH): 804-542-6122 - ADRIAN BLACKSTONE (540) 256-5262 6. ANY WEEKEND LANE CLOSURE OR COMPLETE ROADWAY STOPPAGES SHALL BE APPROVED BY THE VDOT PERMIT INSPECTOR. 7. LANE CLOSURES WILL NOT BE PERMITTED FROM NOON THE DAY BEFORE A STATE OR FEDERAL HOLIDAY UNTIL NOON THE DAY AFTER THE HOLIDAY UNLESS OTHERWISE APPROVED BY THE VDOT PERMIT INSPECTOR. WHEN A HOLIDAY FALLS ON A SATURDAY, SUNDAY, OR MONDAY, LANE CLOSURES ARE NOT PERMITTED FROM NOON ON FRIDAY PRECEDING UNTIL NOON ON TUESDAY FOLLOWING THE HOLIDAY. LANE CLOSURES ARE NOT PERMITTED BETWEEN NOON WEDNESDAY PRECEDING AND NOON ON MONDAY FOLLOWING THANKSGIVING DAY. 2 1 3 4 1 5 September 2019 Otl3Htl MBOM - aYou Z 31ON 33S Shoulder Operation with Minor Encroachment (Figure TTC-5.2) ♦ END G20-2 v ROAD WORN ( ) E 500' + \\ 80' - 120' l.d� SHADOW VEHICLE 10, WZ'7 REQUIRED MIN TMA OPTIONAL W mm SEE NOTE 11 ILLUMINATED FLASHING AMBER (CAUTION MODE) ® SEE NOTE 10 TYPE B OR C • • • SEE NOTE 7 CHANNELIZING DEVICES SPACING SEE NOTE 8 SEE NOTE 2 RIGHT SHOULDER W21-5aR CLOSED + .005 SEE NOTE 2 RIGXi SXODLOEF CLOSED W21-SbR ARUD SEE NOTE 2 aOAD WORN W20-1 � ili1L AREA O 1: Notion 1-4/la 15 2: Revhloe 2-9/IR019 Page 6H-54 Page 6H-17 September 2019 Typical Traffic Control Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.2) NOTES Guidance: 1. Sign spacing distance should be 35('-500' where the posted speed limit is 45 mph or less, and 500'-800' where the ted s ed limit is eater than 45 mph. Pa+ Pe gr P 2. Care should be exercised when establishing the limits of the workzone to insure maximum possible sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or renter than the values in Table 611--3. General! speaking, motorists should have a clear line 9 g . & afsightfrom the graphic flogger symbol sign to the Jlagger. 3. To maintain efficient traffic flow in a flagging operation on a two-lane roadway, the maximum time motorists should be stopped at a flogger station is 8 minutes for high volume roadways (average daily traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than 500 vehicles per day). For additional information see Section 6E..07.2 Standard: 4. Portable Temporary Rumle Strips (PTRS) shall be used as noted in Section 6F.99. 5. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 611-5). 6. All flaggere shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 7. Cone spacing shall be based on the posted speed and the values in Table 6114 on Page 6H-6.' 8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating light shall be parked 80'-120' in advance of the first work crew. Lion: 8. A SLOW (W21-V IO) sign' may be required in this area to give advance warning of the opemtion she by slowing approaching traffic prior to reaching the flagger station in isicued traffic. Guidance: 9. If the queue of traffic reaches the BE PREPARED TO STOP (WS-4) sign then the signs, and if used the PTRS'should be readjusted at greater distances. 10. When a highway -mil crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -roil crossing (see Figure TTC-56for additional information on highwa)-rail crossings). Standard: 11. At night, flogger stations shall be illuminated, except in emergencies (see Section 6E.08). on: 12. Cones may be eliminated when using a pilot vehicle operation or when We total madwav width is 20 feet or less. 13. For low-volfune situations with short work zones on straight roadways where the fla9ger is visible to road Standard:' 14. When used2, three portable temporary rumble (PTRS) strips shall be installed across the entire travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20- V26) sign shall also be utilized. 1: Revision 1-4/112015 2: Revision 2 - 9/1/2019 SIGN LEGEND Page 6H-16 September 2019 Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC-5.2) Standard 1. For required sign assemblies for multi -lane roadways see Note 1, TTC4.' Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350L500' where the posted speed limit is 45 mph or less. 3. (Then work takes up part of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity should be analyzed to determine whether the affected lane should be closed. Unless the lane encroachment analysis permits a remaining lane width of 10 feet, the lane should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is 11 feet. Option, 4. The ROAD WORK AHEAD (W20.1) sign on an intersecting roadway [nay be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, or' oscillating light shall be parked 80' -120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high4mensity amber rotating, flashing, or' oscillating lights. 7. Taper length (L) and channelizine device spacing shall be at the foflowine: Tiper Len h L Speed Limit m h Lane Wldlh Feat Remarks Speed Limit (Mph) Lane WIdM Faet Remarks 9 10 11 12 9 10 11 12 25 95 105 115 125 L=SWW/60 50 450 500 550 600 L=SW 30 135 150 185 180 L=SWW/60 55 495 550 605 660 L- SW 35 185 205 225 245 L=SWW/60 fill 540 600 660 720 L=SW 40 240 270 295 320 L=SW830 65 585 650 715 780 L=SW 45 405 450 495 540 L=SW 70 630 700 770 1 840 L=S11 Limited Aeceas highways shall use a 1000' to r for posted Spends < 65 mph merging and a 1001P taper regardless of the posted speed, a 750' shifdng shffdng taper for posted spends > 65 m h? Shoulder Taper = A L Minimum 8. Channeth ing device spacing shall beat the following: Channelizin Device Spacing Loeatlon Spacing Speed Limit (mph) Location Spacing Speed Limit m Loeatlon Spaeing Speed Limit m h 0.15 36+ .36 038+ 0.15 36+ T I 2C I 40' I So I `Construction Access 1 80' 1 120' -'Construction access spacing may be Increased to We distance, but shall not esceed one access per %mile. 9. On roadways with paved shoulders having a width of 8 feet or more, channeliAng devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way.' 10. The buffer space length The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. 11. A truck -mounted attenuator (TMA) shall be used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 12. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shag be placed as needed. 1: Revision 1-4/1/2015 2: Revision 2-9/l/N19 September 2019 Page 6H-55 Lane Closure on a Two -Lane Roadway Using Flaggers (FSgure TTC-23.2) Otl3HV BNOM T Oros ar3xr OrM -�T 3NY1 3N0 r � MM raise #Zl/ G20-2 (V) 98 S'C'Z S31ON 33S p o 50'-100' NOUV1S a300tl13 0 0 BUF o SEEFER TABLE 6H-3 PTRS SPACING CENTER TO CENTER P06TEDISTATUTORV SPEED LIMIT 540 MPH fOFEa 41 -55 MPH 15 FEET > 55 MPM 20 FEET PTRS OPTIONAL - tllatllllllllllllaa to nos ROADWAY CENTER LINE PTRS SEE NOTE 4 & 14 1: Revision 1-4/112015 2: Revision 2 - 9/1/2019 3: Revision 2.1-111112020 ROAD RIGHT RIGHT SHOULDER END WORK SHOULDER CLOSED ROAD WORK AHEAD CLOSED AHEAD G20-2(V) W20 1 W21 5aR W21 fill"X24" 48"X48" 48"X48" 48" / 48"X48" • *\X � <*"X48" *48"X48" W20 7W3 4 20 4 V13R 48"X48""X48" 80'-120' SHADOW VEHICLE REQUIRED BUFFER SEE TABLE 6H-3 50' - 100' FLAGGER STATION SEE NOTES 2, 3, 5 & 6 SEE NOTE t W20-7 SEE VOTE 1 SE® PARED W34 STOP SEE NOTE 10 SEE NOTE t Mletr fnVs W20-V26 SEE ANFA9 SEE NOTE 15 407E 1 wzo-4 SEE NOTE 1 WORK ZONE TRAINING CERTIFICATION Commonwealth of Virginia �VVDOT Virginia Department of Transportation VERIFICATION OF COMPLETION OF VDOT ADVANCED WORK ZONE TRAFFIC CONTROL TRAINING AND FLAGGER CERTIFICATION This is to verify that David W Stecher has successfully completed training and an examination by the Department on the proper practices and methods for the installation, maintenance, removal of temporary traffic control devices and flagging operations. Expiration Date: 12/31/2024 ice' J K%__1 Verification Number: 120320144 Slate Traffic Engineer 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- O 0 aQ W U_w UO z r Q Z z 04 �_Of Q rJ L L o % } �W/� V/ z w ll p W H Z w - o I- zz JO O U) �Of LLI J Q z o N o w b O� L J Q in wz JO CQ G MW W J a SEAL /V'V' Lic. No. 0402055887 k 02/10/23 SCALE REVISIONS No. I DATE I BY I Description DRAWN BY INM APPROVED BY DWS CHECKED BY DWS DATE FEBRUARY 10, 2023 TITLE TEMPORARY TRAFFIC CONTROL GENERAL NOTES & DETAILS PROJECT NO. 50119298 C7901 SHEET NO. of 1 7 2 d ti C C C 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 Lf_ O Q Q w >- Uw —U z O a z wQ r) z w a _> w z w —/^ V / _j o Q O � F H J < DQ z _ N ow m O� L� J a Uz V JO Qa w m w Q SEAL DAVID W. d2kEI Lic. No. 0402055887 �. 02/10/23 SCALE 0' 30' 40' 80, SCALE: 1" = 40' 'EVISIONS No. DATE I BY I Description DRAWN BY INM APPROVED BY DWS CHECKED BY DWS DATE FEBRUARY 10, 2023 TITLE TEMPORARY TRAFFIC CONTROL PLAN - AVON ST. EXTENDED PROJECT NO. 50119298 C7002 SHEET NO. 1 7 2 d C C C -01 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 LL O 2 Q I_L a W Uw —U z� a Q o z �z W Q J a N � (� z W O a cn o > z W — w J O O zz QC O o< J Q z m O � L.L J a Uz JO Qa w m Q SEAL D W.5 CHEI Lic. No. 0402055887 �. 02/10/23 SCALE 0' 20' 40' 80' SCALE: 1" = 40' REVISIONS No. I DATE I BY I Description DRAWN BY INM APPROVED BY DWS CHECKED BY DWS DATE FEBRUARY 10, 2023 TITLE TEMPORARY TRAFFIC CONTROL PLAN - FOUNDERS PLACE PROJECT NO. 50119298 C7003 SHEET NO. 1 1 2 I I 5 C A U F., A TRV#7 N/F 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 DEVELOPMENT SHOPPING CENTERS 1335 PARHAM CIRCLE A TRV#8 N/F CREEKMILL LLC D.B., PG. PARCEL ID: 09100-00-00-002D3 ZONING: PD-SC PLANNED DEVELOPMENT SHOPPING CENTERS EXISTING VEGETATION CONSISTS OF A DENSE MIXTURE OF EVERGREEN AND DECIDUOUS TREES INCLUDING VIRGINIA PINE, WHITE OAK, RED OAK, AND TULIP POPLAR IN GOOD CONDITION. i 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 6 JV t V I _ H 3PT — —13PT /B / . // • / //' //' // • // . /// • //' //' // • // . :O U N D GAZ�a AL ALBEMARLE COUNTY SERVICE AUTHORITY D.B. 1089, PG. 670 TREE SAVE AREA / ' - / ERF PARCEL ID: 09100-00-00-001A0 / / / 69,000t SF / / / I ZONING: R1 RESIDENTIAL 1 TA — — .'.'..'.'...'.'.'.'.'I'.'.'.'.'.'.'.' ......... .....I.'.'.'.'.'.'.'.'.'.. o 19 IL PARKING.LOT............................ 41 (32'SPACES)..'. .'.'.'.'.'.'.'.'.'.'.'.' .'. ... . ... '..'........ . ...................... - .. 1 GUTTER R DE RCURB L i\ " WITH 6 STONE / 4 1G N/F ■ x .-OIL:NMATER' ALBEMARLE COUNTYS1;PA...... R SIGN.(Tl F..) . SERVICE AUTHORITY / / / /' / L' / / / / / I ..' .) ® R£FER'O'.'.. I ( ) • . D.B. 1089, PG. 670 / / gU{LD}NG,... ".'. �fAtN .....STOR .......T.YP....... . PARCEL ID: 09100-00-00-001 E0 / / / / / / q .... PACKAGE'.'..:.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ZONING: R1 RESIDENTIAL I / / / / / / / / I — ... ... ... ".' .. .' . -F777T/ / // / / / / / IRF .... I; 60'x130' CONCRETE SIDEWALK 7 AG 1 ARS (Street Tree) TIE INTO EXISTING 5' WIDE SIDEWALK & ADD VDOT STD CG-12 DETECTABLE WARNING SURFACE (TYP.) VDOT STD CG-13 COMMERCIAL \ ENTRANCE. COORDINATE WITH DESIGN OF AVON WIDENING JECT. CONTRACTOR TO VERIFY TIE IN LOCATION AND NOTIFY ENGINEER OF DISCREPANCIES. 7 AG TRV#6 LIMITS OF ALBEMARLE COUNTY STREET IMPROVEMENTS: CONSTRUCTION ANTICIPATED Q1 2023 PP #AN28 N/F " )-1- DOMINION CRANE & RIGGING INC D.B. 1237, PG, 594 PARCEL ID: 09100-00-00-001DO ZONING: LI LIGHT INDUSTRY 1745 AVON STREET EXT PARKING LOT 6' CHAIN LINK FENCE UNITED RENTALS FOR AUTOMATIC GATES 34' WIDE CANTILEVER GATE; DITCH LINE J TO DETAILS ON C5.02 & C5.05 BLACK 8' FENCE (TIGH MESH) WITH 3-STRAND BLACK 8' DECORATIVE BARBED WIRE OUTRIGGER SECURITY FENCE AMF7PISTAR AEGIS 11) 50' RIGHT OF WAY D.B. 360, PG. 185 LEGEND D.B. 348, PG. 104 TP TP TREE PROTECTION FENCE LIMITS OF DISTURBANCE PROPOSED TREE LINE AREA COUNTED TOWARD PARKING LOT LANDSCAPING REQUIREMENTS PROPOSED SHRUBS + PROPOSED LARGE SHADE TREE I 0 PROPOSED SMALL ORNAMENTAL TREE i) PROPOSED EVERGREEN TREE O Q Z Q I1..I i' Uw Uz zr Q OCz ILI Q o "`: L CC > cn z w ° o W z w J J O U zz J Q o �� -j z _ 0 N O W m O 2i LLLiJ Q Uz CO LLJ J 0 Q MW W Q SEAL JANICE M. CENA a Lic. No. 001718 3/24/23 ,.�•� SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 JMC 90% MARKUP 3 2/10/23 ACO REVISION 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE LANDSCAPE PLAN PROJECT NO. 50119298 Ll 001 SHEET NO. 1 1 2 3 4 1 5 C /., -6JV 3JV _ _ WM — 3 PT G.LOT ACES). COUNTYOF • FINANCE ADMINISTRATION ■ PARCEL ■ 1 • 11 11 11 11 1 ZONING:■ •CONSISTS STATION/PUBLICPRESENT USE: FIRE OF DENSE MIXTURE OF EVERGREEN ■ DECIDUOUS 1515 FOUNDERS PL TREES INCL WHITE OAK, - ■ OAK, AND TULIP POPLAR IN GOOD CONDITION. LIMITS OF DISTURBANCE SECURITY FENCE. • ■ _ e SEGMENTAL RETAINING WALL• 1 11 SF f �� p • e � �� I • ► Y ► �Oii�O 0,.,� �0 0�0 �il�� UD� • • • � r, 1 l%✓� WA is �. •- �■ -• rt•�q IRA I— J IRF ICOORDINATE LIGJYPOLE LOCATION BEHIND DITA�,(TYP.) 0- a I 4 STON ADD BLACK SCREENING FABRIC TO CHAIN LINK FENCE ADJACENT TO SI PROPERTY LINE WITH PARCEL 0910 OF 1 AR GRASS AREA 7JV PATH EXISTING VEGETATION IN THIS AREA CONSISTS OF A MIXTURE OF BLACK 8' DECORA EVERGREEN AND DECIDUOUS SECURITY FENC WV TREES INCLUDING VIRGINIA PINE, (AMERISTAR AEGIS II) I NETEAN LOCUST AND SYCAMORE IN FAIR SLACK 8' FENCE (TIGHT -4 O NEL CONDITION. MESH) WITH 3-STRAND F IDE BARBED WIRE OUTRIGGER UA 5 MG Streat 1 ON GABION WALL FENCE (6' BLACK CHAINLINK) TREE SAVE AREA { ) 4,200 ± SF )✓If SWM 2 - WEIR WALL SS LANDSCAPE ALONGISTREET FRONTAGE PER OR INANCE SECTION 32.7.9.5 CONCRETE SIDEWALK VDOT N GR-MSG1 GUARDRAIL 34' WIDE CA TILEVER GATE; REFE TO DETAILS ON C5.02 & C .05 VDOT STD G-13 N/F COMMERCI L ENTRANCE. COUNTY OF ALBEMARLE C/O FINANCE TIE IN TO E STING EDGE ADMINISTRATION RM 149 OF GUTTER D.B. , PG. N PARCEL ID: 09100-00-00-002EO ' ZONING: R15 RESIDENTIAL PRESENT USE: FIRE STATION/PUBLIC STOP SIGN & 24" WIDE STOP BAR 1515 FOUNDERS PL TIE INTO E ISTING 5' WIDE SIDEWALK ADD VDOT STD CG-12 DET TABLE WARNINGS RFACE (TYP.) IPEDESTAL ITH CARD READER FOR 2 AUTOMATI GATES (Str et Tr e END STATE MAINTENAN E SIGN BLACK 8' D CORATIVE ® SECURITY ENCE WV (AMERIST EGIS II) BL 8' FENCE (TIGHT SH) WITH 3-STRAND `'S BARBED WIRE OUTRIGGER ADD BLACK SCREENING FABRIC TO PORTION OF CHAIN LINK FENCE ADJACENT TO SHARED PROPERTY LINE WITH PARCEL 09100-00-00-01200 LEGEND TP TP TREE PROTECTION FENCE LIMITS OF DISTURBANCE PROPOSED TREE LINE AREA COUNTED TOWARD PARKING LOT LANDSCAPING REQUIREMENTS PROPOSED SHRUBS + PROPOSED LARGE SHADE TREE 0 PROPOSED SMALL ORNAMENTAL TREE 4) PROPOSED EVERGREEN TREE ft 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 Q Q W i- U Lu UC z r Q z OTC W Z Q - o 2 L CC > cn z w � °� ow z � w F- O � J o oN Q z 0 O W m O � LL 0 J Q UZ U LLJ J 0 Q CQ G LL1 W J Q SEAL JANICE M. CENA a Lic. No. 001718 3/24/23 SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 JMC 90% MARKUP 3 2/10/23 ACO REVISION 2 10/05/22 ACO FINAL SITE PLAN 1 11/29/21 ACO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE LANDSCAPE PLAN PROJECT NO. 50119298 ALBEMARLE HEALTH & REHABILITATION CENTER Ll 002 SHEET NO. 1 1 2 1 3 1 4 5 f# Dewberry' C 0 A u County of Albemarle Conservation Plan Checklist — To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE BARK MULCH 2" MINIMUM DEPTH 2" EARTH 5AUCER- FINI5HED GRADE — A BACKFILL ALL SHRUBS 5HALL BE PLANTED 4" MIN. ABOVE ADJACENT GRADES TO ALLOW FOR DRAINAGE AND 501L 5ETTLEMENT. NO 501L SHALL BE PLACED ABOVE THE ROOT COLLAR. (DATE) (DATE) N 12` MIN. TYPICAL SHRUB PLANTING DETAIL 5/l/06 Page 1 of 1 STREET TREE REQUIREMENT SUMMARY FOUNDERS PLACE LENGTH OF STREET ADJACENT TO PROPERTY= 170 FT REQUIRED NUMBER OF LARGE SHADE TREES AT (1) PER 50FT = 4 PROVIDED NUMBER OF LARGE SHADE TREES: 4 SHRUBS PROVIDED PER COUNTY COMMENTS: 27 STREET TREE REQUIREMENT SUMMARY AVON STREET EXT. LENGTH OF STREET DISTURBED FOR ENTRANCE TO PROPERTY= 105 FT REQUIRED NUMBER OF LARGE SHADE TREES AT (1) PER 50FT = 2 PROVIDED NUMBER OF LARGE SHADE TREES: 1 (EXISTING UTILITIES PRECLUDE TREE PLANTING) SHRUBS PROVIDED PER COUNTY COMMENTS: 14 PARKING LOT LANDSCAPING SUMMARY PARKING LOT LANDSCAPING: A. 5% COVERAGE OF PAVED PARKING AND VEHICULAR CIRCULATION AREA PROPOSED PARKING/VEHIC. CIRC. AREA = 106,500 SF REQUIRED COVERAGE (5%) = 5,325 SF COVERAGE FROM PROPOSED LARGE/MEDIUM SHADE TREES = 5,121 SF COVERAGE FROM SHRUBS = 911 SF NOTE ALL TREE5 SHALL BE PLANTED 1 /8 DEPTH OF ROOT BALL ABOVE ADJACENT GRADES TO ALLOW FOR DRAINAGE AND 501L SETTLEMENT. NO 501L SHALL BE PLACED ABOVE THE ROOT COLLAR. BARK MU DEPTH. D MULCH Vv TRUNK. 3" HIGH_ BACKFILL REMOVE TWINE, At LAP FROh 112 OF RI BALL UND15TUI 5UBGRA1 B. (1) LARGE OR MEDIUM SHADE TREE PER 10 PARKING SPACES PROPOSED TOTAL SPACES: 70 REQUIRED SHADE TREES: 7 PROVIDED SHADE TREES: 12 PLANTING HOLE MIN. 2 TIMES DIAMETER OF ROOT BALL BRANCH HEIGHT (A. A. N . 5TAN DARD) FINI5HED GRADE 5CARIFY WALLS OF PLANT PIT5 PLANT SCHEDULE I O-YEAR CANOPY COVER KEY QUAN. NAME SIZE REMARKS CANOPY COVER SUB -TOTAL LARGE SHADE TREES - PARKING LOT AR 3 ACER RUBRUM OCTOBER GLORY 2 1/2" CAL. MIN. B*B 452 SF 1 ,35G SF OCTOBER GLORY RED MAPLE BN 4 BETULA NIGRA'HERITAGE' 2 1/2" CAL. MIN. B*B 464 SP 1,85G SF RIVER BIRCH QP 2 QUERCUS PRINUS 2 1/2" CAL. MIN. B*B 452 SP 904 SF CHESTNUT OAK TA 3 TILIA AMERICANA'REDMOND' 2 1/2" CAL. MIN. B*B 222 SF GGG SF REDMOND LINDEN SMALL ORNAMENTAL TREES - PARKING LOT MV 3 MAGNOLIA VIRGINIANA G'-7' HT. B*B 1 13 SP 339 SF SWEETBAY MAGNOLIA PARKING LOT TREE CANOPY: 5, 1 2 1 SF SHRUBS - PARKING LOT IG 9 ILEX GLABRA'5HAMROCK' 3 GAL. CONTAINER 23 SF 207 SF SHAMROCK INKBERRY IV 11 ITEA VIRGINICA'HENRY5 GARNET' 3 GAL. CONTAINER G4 SF 704 SF SWEETSPIRE PARKING LOT TOTAL CANOPY: G,032 5F EVERGREEN TREES - BUFFER JV 57 JUNIPER1-15 VIRGINIANA 5' HT. MIN. B*B I G SF 9 1 2 SF EASTERN REDCEDAR MG 5 MAGNOLIA GRANDIFLORA 5' HT. MIN. B*B 54 SF 270 SF SOUTHERN MAGNOLIA PT 9 PINUS TAEDA 5' HT. MIN. B*B 207 1 ,8G3 SF LOBLOLLY PINE BUFFER TREE CANOPY: 3,045 SF SHRUBS - BUFFER IG 20 ILEX GLABRA'SHAMROCK! 3 GAL. CONTAINER 23 SF 4GO SF SHAMROCK INKBERRY MC 15 MYRICA CERIFERA 2-2 1/2' HT. B*B 44 SF GGO SF SOUTHERN WAXMYRTLE BUFFER TOTAL CANOPY: 4, 1 G5 SF STREET TREES ARS I ACER RUBRUM 'RED SUNSET' RED SUNSET MAPLE UA 4 ULMUS AMERICANA'PRINCETON' PRINCETON ELM SHRUBS - STREET AG 14 ABELIA GRANDIFLORA GLOSSY ABELIA CS 27 CORNUS SERICEA'CARDINAU RED -TWIG DOGWOOD 2 1/2" CAL. MIN. B*B 452 SF 2 1/2" CAL. MIN. B*B 464 SF STREET TREE CANOPY: 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 Q Z W i- U Lu U z r Q Cc W Q a- � o O� C> `z CC cn z w ° W z w - F- O -i zz J Q� o o< Z) Q z o N U m O 2i LL J Uz U LLJ J 0 CQ G W m J Q SEAL 452 SF ,PLTH OF 1 ,85G SF p� �j�� (,:�'NICE M.dCENA a 2,308 SF Lic. No. 001718 y, 3/24/23 ,.e 3 GAL. CONTAINER 14 SF 1 9G SF 3 GAL. CONTAINER 72 SF 1,944 SF STREET TOTAL CANOPY: 4,448 SF TREE CANOPY SUMMARY REQUIRED TREE CANOPY FOR COMMERCIAL USE = 10% SITE AREA= (9.45AC) 411,642SF EXISTING TREE CANOPY TO REMAIN = 83,600 SF X1.25= 104,500 SF PROPOSED ADDITIONAL TREE CANOPY = 10,474 SF TOTAL TREE CANOPY ((EXISTING CANOPY TO REMAIN-1.25) + PROPOSED ADDITIONAL TREE CANOPY) = 114,974 SF PROPOSED CANOPY = 27.9% SCALE 0' 15' 30' 60' SCALE: 1" = 30' REVISIONS 4 3/24/23 JMC 90% MARKUP 3 2/10/23 ACO REVISION 2 10/05/22 AGO FINAL SITE PLAN 1 11/29/21 AGO INITIAL SITE PLAN No. DATE BY Description NTF DRAWN BY KAP APPROVED BY ACO CHECKED BY MARCH 24, 2023 DATE TITLE LANDSCAPE NOTES & DETAILS PROJECT NO. 50119298 Ll m03 N.T.S. TREE PLANTING N.T.S. SHEET NO. 1 9 4 d r� 4 C N fft G Dewberry Dewberry Engineers Inc. 551 Piney Forest Road Danville, VA 24540 434.797.4497 Phone 434.797.4341 Fax www.dewberry.com ry ry O W TZ z a W w CU > U) � z � 0 H Q D ry O W LU J 0 Q z 2 0 LU J Q Q SEAL WLLI M KEMP Lic. No. 054535 SCALE VISIONS pN zN w N Z w X> 2 w w Z) wJ 0 LU00-0 p �j� Z H 00 ~ J r� U No. DATE I BY I Description MRG DRAWN BY WAK APPROVED BY JGW CHECKED BY DATE 2023.03.24 TITLE ELECTRICAL SITE PROJECT NO. 50131552 ES1 05 SHEET NO. 1 7 4 d R N Al A i G Dewberry Dewberry Engineers Inc. 551 Piney Forest Road Danville, VA 24540 434.797.4497 Phone 434.797.4341 Fax www.dewberry.com ry Of O LU TZ z a LU w U U U) z w 0 z Q Z) ry O LU LU J 0 Q z 2 0 LU J Q Q SEAL v G WILLIAM A, KEMP Lic. No. 054535 , 3444/2.3 SCALE :VISIONS C) N W ZC W N Z w X> w w wJ O w� o �� z 00 r� U No. DATE I BY I Description MRG DRAWN BY WAK APPROVED BY JGW CHECKED BY DATE 2023.03.24 TITLE ELECTRICAL SITE PROJECT NO. 50131552 ES1 06 SHEET NO. C oiw"" VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage configurations • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations C SUS � t r See Certificarwn specifications CONTROLTECHNOLOGY DATE: LOCATION: TYPE: Si I PROJECT: ry. DISTRIBUTED NIA INTELLIGENCE Mii$CAPE energeni. S SiteSyn� SPECIFICATIONS CONSTRUCTION ELECTRICAL (CONTINUED) • Corrosion resistant die-cast aluminum • Component -to -component wirin within the 9 housingwith powder coat paint finish rated P P luminaire may car no more than 80% of Y N for 1000 hour salts Pray rated load and is certified b UL for use at Y • External hardware is corrosion resistant her 600VAC at 91 or higher • Plug disconnects are certified by UL for use OPTICS at 600 VA 13A or higher. 13A rating applies G 9 9 PP • Cartridge Is held together with Internal brass g to primary (AC) side only standoffs soldered to the board so that it t can be field replaced as a one-piece optical • Fixture electrical compartment contains all system components LED driver corn P • One-piece silicone gasket ensures a • Optional 7-pin ANSI C136.41-2013 Twist- weatherproof seal around each individual optic rece receptacle available. Lock® Photo control P6. Compatible with ANSI C136.41 external • One-piece optical cartridge system wireless control devices consisting of an LED engine, optics, gasket and stainless steel bezel •Surge protection: 20kA INSTALLATIONl • Ufeshield" Circuit see Electrical Data • Mountingoptions for horizontal arm vertical p CONTROLS tenon or traditional arm mounting available. • Available with an optional passive Infrared Mounting hardware included (PIR) motion sensor capable of detecting ELECTRICAL motion 360" around the luminaire. When no • Luminalre accepts 100V through 277V, 347V motion Is detected for the specified time, the or 480V Input 50 Hz to 60 Hz (UNV) motion response system reduces the wattage to factory preset level, reducing the light • Ambient operating temperature Al to 25'C level accordingly. When motion is detected • Power factor Is 2.90 at full load by the PIR sensor, the luminaire returns to full wattage and full light output Please contact • Dimming Drivers are standard and dimming Beacon Products If project requirements vary leads are extended out of the luminaire from standard configuration unless control options require connection to the dimming leads. Must specify If wiring • Available With Eneraeni for optional set leads are to be greater than the 6" standard. dimming, timed dimming with simple delay, or timed dimming based on time of night I STRIKE i�KE m o � Z 4e 4w 3 RELATED PRODUCTS 8 Viper Larae O V CONTROLS (CONTINUED) • In addition Pe Viper can be specified with P SiteSvnc" wireless control control system for reduction in energy and maintenance costs while optimizing light quality 24/7 • Please consult brand or sales representative when combining control and electrical options 4e as some combinations may not operate as anticipated depending on your application CERTIFICATIONS • Dl(DeslgnUghts Consortium) Qualifled. Please refer to the DLC website fors specific product qualifications P P at wwwdesionliohts.om • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting 9 • This product qualifies as a "designated country construction material" per FAR 52.22541 Buy American -Construction Materials under Trade Agreements effective 04/23/2020. See Buy American Solutions. WARRANTY • 5year warranty • See HLI Commercial and Industrial Outdoor Liahtina Warranty for additional information KEY DATA Lumen Range Wattage Ral ficacy Range(.PW) 4,045-16,216 39-136 100-124 (ported Life (Hours) L70>60,000 Current Range (Amps) 0.1-1.1 Page V9Rev02nW22 0202281eacw Protlhrds,atlivkbn o(Hubbell UgMW. hc$PecffkoWssubled chargewithoarrotice HUBBELL BFAAFIPE1FSSPEC 701 Millennium Boulevard•Greemllle. SC 296071 Tel 864.678.10001 Wedure www.deaconproducts.com Lighting Oe�,00N VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE CATALOG # VPS k" l'c•11 s 24L-39 24L-55 39W, LED array 55W LED array 3K7 3000K, 70 CRI 36LS5 65W LED army SK7 SOOOK, 70 CRI 4BL-110 11OW, LED array 6OL-135 136W, LED army DATE: LOCATION: TYPE: Si PROJECT: FR Type 1/Front Row 2 Type 2 4F(formally 4) Type 4W Type Wide 50M Type 5QM 51? Type 5R (Rectangular) SW Type 5W (round wide) TC Tennis Court CR Comer Right CL Comer Left B UIIVY71M L Optic rotation left' 347 347V R Optic rotation right' 480 480V ® Rectangular Arm Primarily RAI for square or round pole A3 Arm for round pole a5"-4.13"OD A4 Arm for round pole 4.18"-5,25'OD A6 Ann for round pole 5.5'-6.5°OD MAF Mast Arm Fitter (formerly SF2) for 2W OD horizontal arm BLT BLS DBT In GTT Bieck Matte Textured Bieck Gloss Smooth Dark Bronze Matte Textured Dark Bronze Gloss Smooth Graphite Matte Textured NXWE NXSPV/ F WAR SWP SWPMF NX Wireless Enabled (module + radio) Nx Wireless, PIR Occ. Sensor, Daylight Havesill toeless Controls, wSCAPE Shay PreCommisslont' SfteSync PreLom ilssdn cal Ser¢ortx° GR11-XX ENERGENP K Knuckle (fortneriy PK2)Iiamm 30° LGS Light Grey Gloss Smooth 7PR 7-Pln Receptacle only (shorting cap, photo control, or wireless control gR or 2Hb'OD horizornal artn or PSS Platinum Sliver Smooth provided by others) WB vertical Bracket esal WHIT White Matte Textured 7PR-SC 7-Pin Receptacle w/Shoning Cap AD Universal Arm for square pole Universal Ar WHS Witte Gloss Smooth � 7-Pin Receptacle w/fwSH.odN photo conical VGT Verde Green Textured AD3 Adapter for 2.4'-4.1'round pole Uni Bluetoorh Programmable, PER Ocapancy/Dayight Sensor. 3601 AD4 Adapter for 42'-5.3'round pole CC Custom Color 8T90F B6cfroltl Programmable, PIR OcnrparpooDaytightSenal 360'lens, upto IT ADS Adapterfor&S'-5.9'round pole mounting heght" ADS Adapterfor60-6.5'round pole W(SPF NX, PIR Occ. Sensor, Daylight Harvesting' SCP/F Programmable Occupancy Sensor w/daylight control tz` ® Badkshield (avallablefor FR, 2.3.4, 4W Optics) CD Continuous Dimming F Fusing TB Terminal Block Illegal" S10e Soil AawIC� ngAaslewN/� 1 N 1 Not avatable with offerv4reless control or sensor optima ❑ HSSNP-S/90-FBIXXX 90' shield from or back ❑ VPL-AD-RPA3 2.4"--4.1"Round Pole 2 Specify mounting helght 8=8'or less, 40=Wto 30' Adapter for AD arm 3 Specify routine acting code (example GEM04). See ENERGENI brochure and ❑ HSSNP-S/90-LR/XXX 90'shieid left or right Imtrudonsforsellingtableandoptions. NotavallablewimsenmrorSrceSyncopuons ❑ VPL-AD-RPA4 4.2'-53"Bound Pole 4 SpecygroWx and rove attmeoforder. Seewmw.hubbelllahtim.comkitesvrrc for ❑ HSSNP-5l270-FB/X70( 270'shleld from or back Adapter for AD an further defile. Order m least one saesVnc Interface spousal swu58 or swrue. Each option contains SaeSync License, GUI, and Bridge Node ❑ H33/VP-S/270-LR/7g0( 270°shleld left or tight ❑ VPL-AD-RPA5 5.5'-5.9'Round Pole 5 Only available wah FR, 2,3,4,4W and SR distributions Adapter for AD an specify mounting height B=8', 30.30 ❑ HSSNP-S/360/IO(X Full shield ❑ VPL-AD-RPA6 6.0"4.5"Round Poke. 7 Replace -2 wh 'IC for up to l4'mounting helght.'40P for 1540'mourNng height ReplawXXX with notation for desired fil color. Refer to page Adapter for AD an 8 Replace '-'wtth'12' for up to 12'mounding height star shield Images. Otlenen. Pere° VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage configurations • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations C US See Certificarwn specifications CONTROLTECHNOLOGY DATE: LOCATION: TYPE: S2 PROJECT: Nib �'IGEETUE *VwAPE energeni 5Lte5yn� SPECIFICATIONS CONSTRUCTION ELECTRICAL (CONTINUED) • Corrosion resistantfile-cast aluminum • Com nent-to-com onent wiring within the Po P 9 housing with powder coat paint finish rated luminaire may carry no more than 80% of for 1000 hour saltspray. rated load and is certified b UL for use at Y • External hardware is corrosion resistant her 600VAC at 90'C or higher • Plug disconnects are certified by UL for use OPTICS at 600 VAC, 13A or higher. 13A rating applies • Cartridge Is held together with internal brass to primary (AC) side only standoffs soldered to the board so that it can be field replaced as a one-piece optical • Fixture electrical compartment contains all system LED driver components • One-piece silicone gasket ensures a • Optional 7-pin ANSI C136.41-2013 Twist - weatherproof seal around each Individual optic Lock® photo control receptacle available. Compatible with ANSI C136.41 external • One-piece optical cartridge system wireless control devices consisting of an LED engine, optics, gasket and stainless steel bezel •Surge protection: 20kA INSTALLATION) • Lfeshield" Circuit see Electrical Data • Mountingoptions for horizontal arm vertical P CONTROLS tenon or traditional arm mounting available. • Available with an optional passive infrared Mounting hardware included (PIR) motion sensor capable of detecting ELECTRICAL motion 360' around the luminaire. When no • Luminalre accepts 100V through 277V, 347V motion Is detected for the specified time, the or 480V Input 50 Hz to 60 Hz (UNV) motion response system reduces the wattage to factory preset level, reducing the light • Ambient operating temperature Al to 25'C level accordingly. When motion is detected • Power factor is Z .90 at full load by the PIR sensor, the luminaire retums to full wattage and full light output Please contact . Dimming Drivers are standard and dimming Beacon Products If project requirements vary leads are extended out of the luminaire from standard configuration unless control options require connection to the dimming leads. Must specify If wiring Available with Eneraeni for optional set leads are to be greater than the 6" standard. dimming, timed dimming with simple delay, or timed dimming based on time of night STRIKE Z 4e 4D RELATED PRODUCTS 8 Viper Large CONTROLS (CONTINUED) 46 • In addition, Viper can be specified with SiteSvnc" wireless SiteSvnc" wireless control system for reduction in energy and maintenance costs while optimizing light quality 24/7 P 9 9 Q ty • Please Consult brand or sales representative when combining control and electrical options 9b as some combinations may not operate as S anticipated depending on your application CERTIFICATIONS • Dl(DeslgnLights Consortium) Qualified. Please refer to the DLC website for specific product qualifications at www.desionliahts.om • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting 9 • This product qualifies as a "designated country construction material" per FAR 52.225-11 Buy American-Constructlon Materials under Trade Agreements effective 04/23/2020. See Buy American Solutions. WARRANTY • 5 year warranty • See HLI Commercial and Industrial Outdoor Liahtina Warranty for additional information KEY DATA Lumen Range 4,045-16,216 Wattage Range 39-136 Efficacy Range (LPM 100-124 Reported Life (Fours) L70>60,000 input Current Range (Amiga) 0.1-L1 Page Into Rev.02/16l 02022 Beacon Products, a division of Hubbell ughtlng• Ind Specifications subJeci charge w8hout notice. HUBBELL BEA-VIPERSSPEC 701 Millennium Boulevard •Greenville. SC 29607/Tel $64.678.1000/ Website wwwbeaconproduclacom Npe�c Lighting O VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE CATALOG # VPS 24L-39 39W, LED array 24L415 55W LED array 36L-65 65W, LED array 4BL-110 11OW, LED array Si 136W, LED array DATE: LOCATION: TYPE: 52 PROJECT: 310 3000K, 70 CRI FR Type Whom Row 71I�WP., "Q,U 2 Type 51177 5DOOK70CRI 4F(formery 4) Type 4W Type Wide 50M Type 50M SR Type SR(rectangular) 5W Type 5W (round Wide) TC Tennis Court CR Comer Right CL Comer Left B rt NAND L Optic rotation left' 347 347V R Optic rotation right 480 480V ® A3 A4 AS MAF Rectangular Arm formerly RA) for square or round pole An for rountl pole 3.5"-4.13"OD Ann for round pole 4.18"-5.25'OD Ann for round pole 5.5'-6.5'OD Most Arm Fitter(formerly SF2) for 2%' OD horizontal arm BIT BLS DBr 111111i GTr Black Matte Textured Black Gloss Smooth Dark Bronze Matte Textured Dark Brome Gloss Smooth Graphite Matte Textured NXWE NXSPWF WAR SWP SWPMF NX Wireless Enabled (module + radio) Nx Wireless. PIR Oa. Sensor. Daylight Havesting' Wreless Controls, wil SaeSync Prel:onmaslon tic SReSync Pre -Commission cal Seraort;x GENI-XX ENERGENI` K Knuckle (Formerly PK2) limit to 30° LGS Ught Grey Gloss Smooth 7PR 74xn Receptacle only(shoring cap, photo control, or Wireless; control flit or 2W OD hortzwrtal an or PSS Platinum Silver Smooth Provided by others) WB vertical terror Wall Bracket WAIT White Matte Textured 7PR-SC 74Pln Receptacle w/Shorl Cap AD Universal Arm for square pole WHS White Gloss Smooth 7PR-iL 7FIn RecepmUe w7fwlsHaUka photo control VGT Verde Green Textured AD3 Adapter for 2.4"-47 round pole BTSF Bluetooth Programmable, PIR Occupanq/Day11gM5ensot 360°lens' AD4 Adapter for 4.2•-5.3"round pole CC Custom Color BTSOF Bluetoolh Rugarmnable.HROc panryNal%IISm ,,360°1n Lptol2' ADS Adapter for 5.5'-5.9'round pole mouMYgheight` ADS Adapter for 6A•-6.5'ro ind pole NXSPF I.1X, PIR Occ Sensor, Daylight Harvesting' SCP/-F Programmable Cool Sensor w/ daylight control`A6 ® Badcshield (avallablefor FR. 2, 3, 4, 4W Optics) CD Continuous Dimming F Fusingmin TB Teral Block HHale mile SMW Acceefo re Mourltlnq Acona lel Notes: 1 Notmiable ah ermmlemc mlosensoopfl re ❑ HSSNP-S/90-FBn= 90' shield from or back ❑ VPL-AD-RPA3 2.4"-4.1'Round Pole 2 Specify mounting height 8=a or ass, 110=W to 30' Adapter for AD arm 3 Specify routine selling coal (example GENI-04). See ENERGENI brochure and ❑ HSSNPS/90-LR/g00( 90'shield left or right instrudahsforsettingtableandaptbns. NotavallablewhhsenmrorSrceS/notions ❑ VPL-AD-RPA4 4.2"-5.3'ROund Pole 4 Swctygroupandconeatameofoder. See hnww.hubbefflahtirw.cofor ❑ HSSNP-S/27D-Fkl/X)O( 270°shleld fmm or back Adapter for AD arm further detalcs Order st least and siteSYnc radial accessary swum or swrM. Each option comalns Stefiync License, GUI, and Bridge Node ❑ HSSNP-S/270-LRIXIIX 270°shield left Or right VPL-AD-RPAS 5.5'-5.9" Round Pole 5 Only available calm FR. 2,3,4,4Wand 5R distributions Adapter for AD arm 6 seedy Molinaro height&W,, 30�10 ❑ HSSNP-S/360000( Full shield ❑ VPL-AD-RPA6 &T-6.5"Round Pole 7 Replace' -•wM'Wfor uptoWriouni height'40F for 1540' mounting height Intl Replace XXX with notation for al fln5h polar. Refer to page Adapter for AD arm 8 Replece•-•wah•12' for up to IT mounting theigM 8 for shield Images. OwPE nn'a,�'C[^nO VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage configurations • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations pt 01 BUY t AM Ell AN SOLUTIONS DATE: LOCATION: TYPE: S3 I PROJECT: See Certificarwn Specifications CONTROLTECHNOLOGY NK INNTEELLIG�DE JkcApr energeni 5Lte5ync SPECIFICATIONS CONSTRUCTION ELECTRICAL (CONTINUED) • Corrosion resistantfile-cast aluminum • Com nent-to-com onent wiring within the Po P 9 housing with powder coat paint finish rated luminaire may carry no more than 80% of for 1000 hour saltspray. rated load and is certified b UL for use at Y • External hardware is corrosion resistant her 600VAC at 90'C or higher • Plug disconnects are certified by ILL for use OPTICS at 600 VAG 13A or higher. 13A rating applies • Cartridge Is held together with internal brass to primary (AC) side only standoffs soldered to the board so that it can be field replaced as a one-piece optical • Fixture electrical compartment contains all system LED driver components • One-piece silicone gasket ensures a • Optional 7-pin ANSI C136.41-2013 Twist - weatherproof seal around each Individual optic Lock® photo control receptacle available. Compatible with ANSI C136A1 external • One-piece optical cartridge system wireless control devices consisting of an LED engine, optics, gasket and stainless steel bezel •Surge protection: 20kA INSTALLATIONl •Ufeshield" Circuit (see Electrical Date • Mounting options for horizontal arm, vertical CONTROLS tenon or traditional arm mounting available. • Available with an optional passive Infrared Mounting hardware included (PIR) motion sensor capable of detecting ELECTRICAL motion 360" around the luminaire. When no • Luminalre accepts 100V through 277V, 347V motion Is detected for the specified time, the or 480V Input 50 Hz to 60 Hz (UNV) motion response system reduces the wattage to factory preset level, reducing the light • Ambient operating temperature -40°C to 25•C level accordingly. When motion is detected • Power factor is Z .90 at full load by the PIR sensor, the luminaire returns to full wattage and full light output Please contact • Dimming Drivers are standard and dimming Beacon Products If project requirements vary leads are extended out ofthe luminaire from standard configuration unless control options require connection to the dimming leads. Must specify If wiring Available with Eneraeni for optional set leads are to be greater than the 6" standard. dimming, timed dimming with simple delay, or timed dimming based on time of night STRIKE Z 4 46 3 RELATED PRODUCTS 8 Viper Larae CONTROLS (CONTINUED) qb • In addition, Viper can be specified with r}h SiteSvnc" wireless SiteSvnc" wireless control system for @@ reduction in energy and maintenance costs c'S while optimizing light quality 24/7 • Please consult brand or sales representative - when combining control and electrical options 46 as some combinations may not operate as S anticipated depending on your application CERTIFICATIONS • DLC9(DesignLights Consortium) Qualified. Please refer to the DLC website for specific product qualifications at www.desionliahts.oro • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting • This product qualifies as a "designated country construction material" per FAR 52.225-11 Buy American-Consructlon Materials under Trade Agreements effective 04/23/2020. See Buy American Solutions. WARRANTY • 5 year warranty • See HLI Commercial and Industrial Outdoor Liahtina Warranty for additional information KEY DATA Lumen Range 4,045-16,216 Wattage Rarge 39-136 Ill Range (LPW) 100-124 1poned Life (Fours) 1_70>60,000 Current Range (Amps) 0.1-17 Page t/9 Rev. 02/1622 02022 Beacon Products, a division of Hubbell Ugming.Inc. Specifications sbjealo charge.1houtirl HUBBELL BEAAIPER4 SPEC 701 Millennium Boulevard•Greenville, SC 296071 Tel 864.678.1000/ Well wwwbeacanproducls.wm Hllr�c Lighting DATE: LOCATION: TYPE: S3 PROJECT: VIPER S CATALOG k: SMALL VIPER LUMINAIRE ORDERING GUIDE Example:VPS-24L-55-4K7-4W-UNV-A-DBT-TL-GENI-04-BC CATALOG # VPS h: ns \'_� 24L-39 39W, LED array 3K7 3000K, 70 CRI FR Type From Row Bp7trPb-IOWbrI 1- 24L415 55W LED array 2 Type 2 L Optic rotation left' 347 34N 36L-65 65W, LED army SK7 5WOK.70 CRI 3 Type R Optic rotation right' 480 480V 4BL-110 11OW, LED array Si 136W, LED array 4W Type Wide 50M Type 5QM SR Type 5R(rectangular) SW Type 5W (round Wide) TC Tennis Court CR Comer Right CL Comer Left A3 A4 AS MAP Rectangular An formerly RA) for square or round pole An for round pole 3.5"-4.13'OD Arm for round pole 4.18"-5.25'00 An for round pole 5.5'-6.5'OD Mast Arm Fitter(fomierly SF2)for 2W OD horizontal arm BIT BLS DIST GTT Black Matte Textured Bladk Gloss Smooth Dark Bronze Matte Textured Dark Brome Gloss Smooth Graphite Matte Textured NXWE NXSPWF WAR SWP SWPMF NX wireless Enabled (module + radio) Nx W reless, PIR Ow.. Sensor. Daylight Havesting' Wreless Controls, wSCAPE SaeSym PreCommisslont' SrteSync ReCammisslon w/ Sersort" GENI-XX ENERGENI" K Knuckle (formerly PK2) limit to 30° LGS Light Grey Gloss Smooth 7PR 7-Fin Receptacle my (shorting cap, photo control, or Wireless control tiff or 2W OD horizontal an or FEB Platinum Silver Smooth provided by omem) vertical tenon W14T White Matte Textured 7PR-SC 7Fin Receptacle w/Shorl Cap WB Wall Brack"[ WHS White Gloss Smooth 7PR-TL 7-Pin Receptacle w/fwSHadF photo control AD Universal Arm for square pole VGT Verde Green Textured AD3 Adapter for 2.4-4P round pole IllBluetoom Programmable, HROmupency/Day11gM5ensac 361Y lens' AD4 Adapter fix 4.2'-53' round pole CC Custom Color BTSOF Bluetaoth Programmable, PIR OccupanryNalAlgNSenal 36mlms, upto t2 A05 Adapter for 5.5'-5.9'round pole mguming height" ADS Adapterfor 6.0"-6.5'round pole N)i NX, PIR Doc Sensor, Daylight Harvesol SCPLF Programmable Occupancy Sensor w/ daylight control t>.a ® Backshiaid (available for FR, 2,3.4. 4W Optics) CD Continuous Dimming F Fusing TB Terminal Block HguleflOe SIIIW AOCMwIIN MOyrrRrrg Ae4elaalal Notes: 1 Not avilable, with offer wireless control or sensor options ❑ HSSNP4MO-FBMX 90' shield from car bade ❑ VPL-AD-RPA3 2.4"-41'Round Pole 2 Specify mounting height: 8=8'w hiss, 40=W to 30' Adapter for AD arm 3 Specify mutine setting code(example GENI04). See ENERGENI brochure and ❑ HSSNPS/90-LR/X)0( 90°shieid left of tight InsWdas for setling table and leptons. Not available vlBh sensor or SlteSync options ❑ VPL-AD-RPA4 4.2"-5.3'Round Pole 4 Swclygroupendconeatameofoder. See waw.hubbellllohtina.wnveta nc fair ❑ HSSNPS/270.FB/70IX 270°Shield from or back Adapter for AD arm fuller details. Order at least ore Shoal interface accusal SMS13 or SWTAB Each option contains Sfti License, GUI, and Bridge Node ❑ HSSNP-S/270-LRrAM 271 shield left or night ❑ VPL-AD.RPAS 5.5'-5.9"Round Pole 5 Only available who FR. 2,3,4,4Wand 5R dismdrtbns Adapter for AD arm 6 Specify mounting height; &W,, 30�10 ❑ HSSNP-S/360000( Full shield ❑ VPL-AD-RPA6 &O'" .5"Round Pole 7 Rai -'with'Mr for up to A -mounting height'40F for 1540' mounting height Replace XXX with notion for desired fln%h polar. Refer to page Adapter for AD arm 8 Replace'-'With'1z to up to IT mounting height 8forshleldlmages. "=f'1 Dewberry �f f21 f- Dewberry Engineers Inc. 551 Piney Forest Road Danville, VA 24540 434.797.4497 Phone 434.797.4341 Fax www.dewberry.com O � Q ' U�� 2LJJ > U) LL LJJ O I- I"' D 0. O W U it UJ _J O L.L Q Z 2 O UJ Q SEAL SCALE 1EVISIONS � N /^ 0 W N Z LLJ W > D LU w_J O L1J -- Q N / L 1_ U) w Z Z H O - O NJ DL Q UJ ti U r WILLtpM A,. KEMP Lic. No. 054535 3/2 / No. DATE BY Description MRG DRAWN BY WAK APPROVED BY JGW CHECKED BY DATE 2023.03.24 TITLE SITE LIGHTING FIXTURE CUTSHEETS PROJECT NO. 50131552 Page 219 Rev. 02MW22 02022 Beacon Produc6,atlN$dn of Hubbell Lighting Fc specifications subjecto change without hollm HUBBELL BEAAIPER-SSPEC 701 Millennium Boulevard•Grw.ille,SC29607/Tel864.678.J000/Websfe...bea=producls.com ip Lighting Page 2/9 Rev 02/tW22 02022 Beacon Products,• division of Hubbell ughtlng,IncSpecinwtios shbJeci chargev4mol, notiw. I, HUBBELL BEAAIPER.9-SPEC 701 Millennium Boulevard Greenville. SC 29607/ Tel 864.678.1000/Webshew .Ieawnproducls.pom ®Lighting Page 2/9 Rev. 02/18/22 02022 Beecon Products• a dlMslon of Hubbell Ul Ira, Specalretions su6Jectto change witlgut notice. (IAA //�) HUBBELL BEAAIPER.9-SPEC 701 Millennium Boulevard•GreamAlle,SC 296071 Tel 864-678.1000/ Websile i Lighting NOTE TO REVIEWER: THIS SHEET IS FOR REFERENCE ONLY. DEWBERRY DOES NOT CERTIFY THESE FIXTURES CUTSHEETS AS THESE CUTSHEETS HAVE BEEN PRODUCED AND PROVIDED BY A THIRD PARTY. ES1 1 2 SHEET NO. 1 2 5 C Oeffl eesn VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage configurations • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations c us sio Specifications CONTROLTECHNOLOGY DATE: LOCATION: TYPE: 54 I PROJECT: ND( INTELLIGENCE wYiSCAPE' energenL SLteSync, SPECIFICATIONS 16X1114 CONSTRUCTION • Corrosion resistant die-cast aluminum housingwith powder coat paint finish rated P for 1000 hour salt spray. • External hardware is corrosion resistant OPTICS • Cartridge Is held together with Internal brass standoffs soldered to the board so that it can be field replaced as a one-piece optical system • One-piece silicone gasket ensures a weatherproof seal around each Individual optic • One-piece optical cartridge system consisting of an LED engine, optics, gasket and stainless steel bezel INSTALLATION • Mounting options for horizontal arm, vertical tenon or traditional arm mounting available. Mounting hardware included ELECTRICAL • Luminalre accepts 100V through 277V, 347V or 480V Input 50 Hz to 60 Hz (UNV) • Ambient operating temperature 40"C to 25'C • Power factor Is �! .90 at full load • Dimming Drivers are standard and dimming leads are extended out of the luminaire unless control options require connection to the dimming leads. Must specify If wiring leads are to be greater than the 6' standard. ELECTRICAL (CONTINUED) • Com onent-to-com onent wiring wlthln the P P 9 luminaire may car no more than 80% of N rated load and is certified by UL for use at 600VAC at 90°C or higher • Plugdisconnects are certified b UL for use Y at 600 VAC, 13A or higher. 13A rating applies to primary (AC) side only • Fixture electrical compartment contains all LED driver components • Optional 7-pin ANSI C136.41-2013 Twist - Lock® photo control receptacle available. Compatible with ANSI C136.41 external wireless control devices • Surge protection: 20kA • Ufeshleld' Circuit (see Electrical Datal CONTROLS • Available with an optional passive Infrared (PIR) motion sensor capable of detecting motion 360° around the luminaire. When no motion Is detected for the specified time, the motion response system reduces the wattage to factory preset level, reducing the light level accordingly. When motion is detected by the PIR sensor, the luminaire returns to full wattage and full light output Please contact Beacon Products If project requirements vary from standard configuration • Available with Enerdeni for optional set dimming, timed dimming with simple delay, or timed dimming based on time of night STRIKE RELATED PRODUCTS 8 Viper Larde CONTROLS (CONTINUED) • In addition, Viper can be specified with SiteSvnc" wireless control system for reduction in energy and maintenance costs while optimizing light quality 24/7 • Please consult brand or sales representative when combining control and electrical options as some combinations may not operate as anticipated depending on your application CERTIFICATIONS • DLCO(DeslgnUghts Consortium) Qualified. Please referto the DLC webslte for specific product qualifications at wwovdesionlidlil • Certified to UL 1598 and UL 8750 • 3G rated for ANSI C136.31 high vibration applications with MAF mounting • This product qualifies as a "designated country construction material" per FAR 52.22541 Buy American -Construction Materials under Trade Agreements effective 04/23/2020. See Buy American Solutions. WARRANTY • 5year warranty • See HLI Commercial and Industrial Outdoor Lidhtinct Warranty for additional information KEY DATA Lumen Range Wattage Range Efficacy Range(1.PW) 4,045-16,216 39-136 100-124 Reported Life (Hours) L70>60,000 Input Current Range (Ait%rfi) 0.1-1.1 Page V9Rev02MW22 02022 Bea. Products,' clvkbn of Hubbell Lighting. Inc, Specifketlons subject to mange without hike HUBBELL BF BF PE1.4SPEC 701 Millennium Boulevard Greernllle, SC 296071 Tel 864.678.10001 Webue wnxbeaconprcduc%.com wUU --' Lighting 0 VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE CATALOG # VPS —�— DATE: LOCATION: TYPE: S4 I PROJECT: NPS w'(1er5 24L-39 39W, LED array 3K7 30DGK,70CR1 FR Type l/From Ray B UIIV Y71M 24L-55 55W LED array ® 2 Type 2 L Optic rotation left' 347 347V 3SLS5 65W LED army 5K7 5000K, 70 CRI 3 Type 3 R Optic rotation rights 480 480V 4BL-110 11OW, LED array 4FIINN"l 4W hi Type Wide 6OL-135 136W, LED army 50M Type 5QM 511 Type SR(rectangular) 5W Type 5W (round wide) TC Tennis Court CR Comer Right CL Comer Left ® Rectangular Arm Primarily RAI for square or round pole A3 Arm for round pole a5"- 4.13" OD A4 Arm for round le 4.18"-&25'OD Po A6 Ann for round pole 5.5'-6.5° OD MAF Mast Arm Fitter (formerly SF2) for 2W OD horizontal arm BIT BLS DBT In GTT Bieck Matte Textured Bieck Gloss Smooth Dark Bronze Matte Textured Dark Bronze Gloss Smooth Graphite Matte Textured NXWE NXSPW F WAR StYP SWPMF NX Wireless Enabled (module + radio) Nz Wireless, PIR Ox Sensor, Daylight Havestng' Wireless Controls, wSCAPE StteSync PrefAmmisslon k4 StteSync PreComm'saon wf SemaxU4 BC CD F TB Barkshield (avallade for Fit, 2.3.4, 4W Optical Continuous Dimming Fusing Terminal GENT-XX ENERGENI' K Knuclie(fonneriy PK2)Ilmtd30° LGS Light Grey Gloss Smooth 7PR 7-Pin Receptacle only (shorting photo control, or wireless Control Block tiftor2WODhorhornalannor PSS Platinum Silver Smooth provided by others) WB vertical tenon Bracket WHT White Matte Textured 7PR-SC 7-Pin Receptacle w/Shorling Cap AD universal Arm for square pole ni WHS White Gloss Smooth P 7R•fL 7-Pin Receptacle /rwlsH.odP photo control w VCPT Verde Green Textured AD3 Adapter for 2.4'-4.1'round pole BfSF Bluelooth Progremmable, PIR Occupanky/Daylght Sensor. lens' 36P AD4 Adapter for 42'-5-T round pole CC Custom Color Ell B6cfooth Progmmmal PIR OmxparxyAaylghtSeri 360'lers up to 12 ADS Adapter for 5.5'-5.9'round pole montirgheights ADS Adap[erfor60-6.5'round pole W(SPF NX, PIR Occ. Sensor, Daylight Harvesang' SCP/F Programmable Occupancy Sensor w/dal controllz` Havi911LOe ShLMO Aaewwles Noes: LW'Orq 1 Not evelable with other vAreleers control or sensor options ❑ HSS1VP-S/90-FB/10IX 90' shield from or back ❑ VPL-AD-RPA3 2.4"--4.1"Round Pole 2 Specify mounting hell 8=8'or less, 4o=Wto 30' Adapter for AD arm 3 Specify routine setting code (example �M041. See ENERGENI brochure and ❑ HSSNP-S/90-LR/X)O( 90°shloid left or right Imtructonsforsetlingtabieandoptioro. Notavallablewfmsenscror SReSyncoptons ❑ VPL-AD-RPA4 4.2'-53"Round Pole 4 Speclfygroup and cone attmeoforder. Seewmw.hubbellllahfllmkitesvnrc for ❑ HSSNP-S/270-FB/X70( 270'shleld front or back Adapter for AD arm fuller detans Order 9 least one stersync Interface accessory swuse or SwA6. Each option contains Sill License, GUI, and Bridge Node ❑ Hss/VP-S/270-LR/700( 270°shleld left or right ❑ VPL-AD-RPA5 5.5'-5.9'Round Pole 5 Only available with FR, 2,3,4,4W and SR diamixtrons Adapter for AD an specify mounting height B=8', 30.30 ❑ HSWVP-S/36000(X full shield ❑ VPL-AD-RPA6 6.0"-6.5"Round Pok' 7 Replace •_•wth'14' for up to 14' mounting height.•40f for 1540'mMmUng height Replace XXX with notation for desired finish color. Refer to page Adapter for AD an 8 Replace'_'wtth'12' for up to 12'mouMng height 8for shield Images. m s a 2 •2 Qb 5 46 0 V 4h 8 89 O aerrgn. Per0. nelapy VIPER S SMALL VIPER LUMINAIRE FEATURES • Small size companion to Viper Large • Wide choice of different LED wattage configurations • Nine optical distributions • Designed to replace HID lighting up to 40OW MH or HPS • Suitable for wet locations DATE: LOCATION: TYPE: S'' PROJECT: c Us Sea Certification specifications CONTROLTECHNOLOGY O1ITNER' w scApr energeni SLteSynA STRIKE RELATED PRODUCTS 8 Viper Large t`7 SPECIFICATIONS U CONSTRUCTION ELECTRICAL (CONTINUED) CONTROLS (CONTINUED) • Corrosion resistant, rile -cast aluminum • Component -to -component wiring within the • In addition, Viper can be specified with housing with powder coat paint finish rated luminaire may carry no more than 80% of SiteSvnc"' wireless control system for for 1000 hour salt spray, rated load and is certified by UL for use at reduction in energy and maintenance costs • External hardware is corrosion resistant 600VAC at 90°C or higher while optimizing light quality 24/7 • Plug disconnects are certified by UL for use • Please Consult brand or sales representative OPTICS at 600 VAC, 13A or higher. 13A rating applies when combining control and electrical options • Cartridge Is held together with internal brass to primary (AC) side only as some combinations may not operate as standoffs soldered to the board so that it anticipated depending on your application can be field replaced as a one-piece optical • Fixture electrical compartment contains all system LED driver components P CERTIFICATIONS • One-piece silicone gasket ensures a • Optional 7-pin ANSI C136.41-2013 Twist- • DLC. (DeslgnLights Consortium) weatherproof seal around each Individual optic Lock® photo control receptacle available. Qualified. Please refer to the DLC Compatible with ANSI C136.41 external webslte for specific product qualifications • One-piece optical cartridge system wireless control devices at www.desionlicihts.ord consisting of an LED engine, optics, gasket and stainless steel bezel •Surge protection: 20kA • Certified toUL 1598 and UL 8750 INSTALLATION • Ufeshield' Circuit (see Electrical Dated • 3G rated for ANSI C136.31 high vibration applications with MAF mounting • Mounting options for horizontal arm, vertical CONTROLS tenon or traditional arm mounting available. .Available with an optional passive infrared . This product qualities as a "designated P q 9 Mounting hardware included (PIR) motion sensor capable of detecting country construction material" per FAR 360°around the luminaire. When no motion 3 52.225-11 Buy American -Construction ELECTRICAL motion detected forth. specified time, the Materials under Trade Agreements effective • Luminalre accepts 100V through 277V, 347V 04/23/2020. See Buy American Solutions. or 480V Input 50 Hz to 60 Hz (UNV) motion response system reduces the wattage to factory preset level, reducing the light WARRANTY • Ambient operating temperature 40"C to 25•C level accordingly. When motion is detected . 5 year warranty • Power factor is Z .90 at full load by the PIR sensor, the luminaire returns to full wattage and full light output Please contact • See HLI Commercial and Industrial Outdoor . Dimming Drivers are standard and dimming Beacon Products If project requirements vary Lidhtino Warranty for additional information leads are extended out of the luminaire from standard configuration unless control options require connection to the dimming leads. Must specify If wiring • Available with Enerdeni for optional set leads are to be greater than the 6" standard. dimming, timed dimming with simple delay, KEY DATA or timed dimming based on time of night Lumen Range 4,045-16,216 Wattage Range 39-136 Efficacy Range (LPM 100-124 Reported Life (Hours) L70>60,000 Input Current Range (Mitt) 0.1-1.1 Page lr9 Rev. 02nW22 BEA-VIPERSSPEC Off! VIPER S SMALL VIPER LUMINAIRE ORDERING GUIDE CATALOG V VPS 02022 Beacon Products,. division of Hubbell Dghtng.Inc Specifications smJelcto change without nonce. HUBBELL 701 Millennium Boulevard•Grwwlle.SC29607/Tel864.678.1000/WeMtew ,bea=producls.com Lighting DATE: LOCATION: TYPE: S5 I PROJECT: )WS-1p7erSBW 24L-39 39W, LED array 310 3000K, 70 CRI FR Type LFront Row B rIt NAND 24LS5 55W, LED array ,U 2 Type L Optic rotation left' 347 347V 36L-65 65W, LED army BID 5DOOK.70CRI 3 Type R Optic rotation right' 480 480V 4BL-110 11OW, LED array 4W Type Wide SO4136 136W, LED array 50M Type SOM SR Type SIR (rectangular) 5W Type 5W (round wide) TC Tennis Court CR Comer Right C. Comer Left ® A3 A4 AS MAF Rectangular Arm formerly RA) for square or round pole An for round pole 3.5"-4.13"OD Ann for round pole 4.18"-5.25'OD Ann for round pole 5.5'-6.5'OD Most Arm Htter(fomlerly SF2) for 2%' OD horizontal arm BLT BLS DBT IIIIIIIS GTT Black Matte Textured Black Gloss Smooth Dark Bronze Matte Textured Dark Brome Gloss Smooth Graphite Matte Textured NXWE N7(SPWF WAR Swle SWPMF NX Wireless Enabled (module + radio) hot Wireless. PIR Oa. Sensor. Daylight Havesting' Wreless Controls, wil SlteSync PreLommisslonr' SiteSync PmCommisslon wf Sersorl;4 GENI-XX ENERGENI' K Knuckle (lornery PK2)Iimttd 30° LGS Light Grey Gloss Smooth 7PR 7-Pin Receptacle only(shoring cap, photo control, or Wireless; control flit or 2W OD horizontal an or PSS Platinum Silver Smooth providetl by othem) WB vertical terror Wall Bracket W14T White Matte Textured 7PR-SC 7-Pin Receptacle w/Shorung Cap AD Universal Arm for square pole WHS White Gloss Smooth '7pR-TL, 7-Pin Receptacle w/rwlsH.oUP photo control VGT Verde Green Textured AD3 Adapter for 2.4"-47 round pole BrsF Bluetooth Programmable, PIR Occupanq/Day11gM5ensor, 360°lens' A04 Adapter for 4.2•-5.3"round pole CC Custom Color BTSOF Bluetooth Programmable, PIT OccuparxyiDaylgitSencl 360°lens cpto 2ADS Adapter for 5.5°-5.9'round pole maudigheghte ADS Adapterfa6A•-6.5'round pole W(SPF I•D(, PIR Om Sensor, Daylight Harvesting' SCP/_F Programmable Occupancy Sensor w/ daylight control Ua BC Badkshield (avelablefor FR, 2, 3, 4, 4W Optical CD Continuous Dimming F Fusing TB Terminal Block f/puM OftSItIW AocNEaMe Mourning Aocemil Notes: 1 Not eversible with other wireless control or sensor options ❑ HSSNP-S/90-FBn= 90' shield front or back ❑ VPL-AD-RPA3 2.4"-4.1'Round Pole 2 Specify mounting helgM;8=a or less, 40=W to Wr Adapter for AD arm 3 Specify mmine setting code(example GEN"M). See ENERGENI brochure and ❑ HSSNP-S/90-LRn= 90'shiell left or right inswdlassforsettingtameandoptons. NotavallablewhhsenmrorSrceS/ncoglons ❑ VPL-AD-RPA4 4.2"-5.3°Pound Pole 4 Specify grow and zone a came of order. See www.hubbeffah�ho.com/9tosmrc for ❑ HSSNP-6/270-FB/X)O( 270°shleld fmm or back Adapter for AD arm further detalis Order al least hole snesync interface accessary swum or swsE. Each option contains Stefiyrrc ucerse, GUI, and Bridge Node ❑ HSSNP-S/274LRIX70C 270°shield left Or night VPL-AD.RPAS 5.5'-5.W Round Pole 5 Only evulable holm FR. 2,3,4,4Warcl 5R distributions Adapter for AD arm 6 seedy mounting height&W,, 30-30 ❑ HSSNP-6/360000( Full shield ❑ VPL-AD-RPA6 &T-6.5"Round Poie 7 Replace--•wM'Wfor up to Wmouni height'40F for 1540' mounting height Replace XXX with notation for desired fln5h color. Refer to page Adapter for AD arm 8 Repace'_'wah'12' for up W IT mounting height 8 for shield Images. Dewberry ry 0 Q U 0' UJ U) 0 J Q UJ m Q SEAL SCALE REVISIONS Dewberry Engineers Inc. 551 Piney Forest Road Danville, VA 24540 434.797.4497 Phone 434.797.4341 Fax www.dewberry.com L.L LU I— LU U Z 0 I— NQ L.L 0 0 al / 6 ON Z N H W N Z LJJ X> w - D w w \� 0 N/ LU Z F --- 00 ~ J Q UJJ tiU � r WILLIAM A. KEMP Lic. No. 054535 No. DATE BY Description MRG DRAWN BY WAK APPROVED BY JGW CHECKED BY DATE 2023.03.24 TITLE SITE LIGHTING FIXTURE CUTSHEETS PROJECT NO. 50131552 Page 219 Rev. 02HW22 02022 Beacon Products, a divisim of Hubbell Lighting, Fc 5peciftinore subJectla mange wMout nonce. I,Ne��, HUBBELL BFJWIPER-SSPEC 701 Millennium Boulevard•Greemllle.SC29607/Tel864.678.J000/Websfe...bea=producls.com Lighting Page 2/9 Rev. 02/18/22 02022 Beacon Products,. dMsion of Hubbell Dghtng, Inc Specifications suiol charge vAhout notlw. HUBBELL BEA-VIPER39PEC 701 Millennium Boulevard •Greemile, SC 29607/ Tel 864.678.1000/ Wet ilew .bn eaccpc5. roducom I, Lighting NOTE TO REVIEWER: THIS SHEET IS FOR REFERENCE ONLY. DEWBERRY DOES NOT CERTIFY THESE FIXTURES CUTSHEETS AS THESE CUTSHEETS HAVE BEEN PRODUCED AND PROVIDED BY A THIRD PARTY. ES1 13 SHEET NO.