Loading...
HomeMy WebLinkAboutSDP202200020 Plan - Revision 2023-02-09C N N ° U 0 N N Q O C O C 0 T E Y O y 0 0 L j 0 c E6 y 0 0 N Q c ° 0 a m Y c 0 0 3 a ° y y a = c in ° Y o > ° D N J `0 J � Q w m " �o L c 3 ° i J o a �N O L E C 0 n Q U C I � N� �e J E o E 0 E ° `o 0 N I � � a h � � n 0 > 3 J U Y 3 Y ° -I U O C p, L N O S a I � a m Y � a s E o � T n o v � h v '- N N V a� a U N o `o L � C E � N n ° Y N J v Lm a� 0 n o N 0 J m N 0� L U Y c ° � N na � o L U n a, L C N Y Y � n s 00 n E U ° or 1 PROJECT CONTACT LIST APPLICANT/DEVELOPER SHOPCORE PROPERTIES 3284 NORTHSIDE PARKWAY, SUITE 515 ATLANTA, GA 30327 CONTACT: JASON HORNE EMAIL: JHORNE®SHOPCORE.COM TEL: (404) 780-0768 OWNER NEW MARKET — HOLLYMEAD LLC 3284 NORTHSIDE PARKWAY STE 515 ATLANTA GA, 30327 PARCEL DEED BOOK/PAGE NUMBER 5125/209 CIVIL ENGINEER Kimley»>Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT IONIC DEZIGN STUDIOS 3307 CHURCH ROAD, SUITE 200 RICHMOND, VA 23233 TEL: (804) 780-0070 CONTACT: EUGENE THOMPSON EMAIL: ET@IONICDEZIGNS.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORS & PLANNERS s JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 COMMUNITY DEVELOPMENT DEPARTMENT 401 MCINTIRE ROAD NORTH WING CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 CONTACT: ANDY REITELBACH FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY-HORN AND ASSOCIATES, INC. VICINITY MAP VICINITY MAP SCALE 1 " = 5000 FINAL SITE PLAN FOR � � � � � � � � � � � � � ol Sjud` WNW �0771 Ili- 6F9 ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT SDP2022-00020 SHEET INDEX FINAL SITE PLAN SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CV-101 EXISTING CONDITIONS CV-102 DEMOLITION PLAN CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN AND EROSION &SEDIMENT CONTROL PLAN CU-101 UTILITY PLAN CU-501 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 LANDSCAPE PLAN CP-501 LANDSCAPE NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 14 PROJECT DATA SITE STATISTICS PARCEL ID: 03200-00-00-04300 SITE ADDRESS: 109 COMMUNITY STREET ZONED: PLANN ED DEVELOPMENT MIXED COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED PROFFERS: ZMA-1993-00006, ZMA-1995-00017, ZMA-2001-00019, ZMA-2006-00007 EXISTING USE: RESTAURANT (VACANT) PROPOSED USE: RESTAURANT WITH DRIVE-THRU BUILDING SIZE: 2,325 SF BUILDING HEIGHT: 20' 8" TOTAL SITE AREA: 12.93 AC. TOTAL DISTURBED AREA: 0.30AC. TOTAL IMPERVIOUS COVER: 0.24AC. (83%) OPEN SPACE: 0.05AC. (17%) STEEP SLOPES: STEEP SLOPES - MANAGED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZON E "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA WATER SUPPLY WATERSHED: N/A SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON SEPTEMBER 10, 2021 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38'07'39"N LONGITUDE: 78°26'30"W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAHU6CODE: JR08 BUILDING SETBACKS FRONT MINIMUM: 10' (SEMINOLE TRAIL) FRONT MAXIMUM: NONE SIDE: SEPARATION IN ACCORDANCE WITH THE BUILDING CODE REAR: SEPARATION IN ACCORDANCE WITH THE BUILDING CODE PARKING SCHEDULE PARKING REQUIRED (13/1000 BUILDING SF) 30SPACES PARKING PROVIDED: 21 SPACES* HANDICAP SPACES PROVIDED: 2 SPACES * SHARED PARKING AGREEMENT IN PLACE WITH TARGET TO A CCir MATA AM PEAK HOUR TRIP (ENTER/EXIT) 3/2 PM PEAK HOUR TRIP (ENTER/EXIT) 18/15 VEHICLE TRIPS PER WEEKDAY 734 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT m U) z O w 01 z M N N U Qcn i QZ z w z ~ O Q U = N U 00 O U) 0 M U < z A of OO(DO z: N 0 = Q W r [IfD 00 J O (n � Z O J 0_ _ c a - Y � J N � o } N Q 0 N '7 1 RYA PERKINS LIC. No. 046666 02/O`�/2023 w O O = O O N w N H \ n m a Q N a m oo o w coo _ 1 N O ¢ 0 N 3 ¢ Y w U 0 0 U W W 2 W L.L W 0 U cl) 2 w z C > i N W J o0 LL IJ- O 0 0— �LLI Q _ U< � � z Ld J Q w w m z Q SHEET NUMBER CA-100 c N v O U a -o 0 `0 i v E Y 0 T a 0 0 L_ 3 a 0 0 0 a -o 0 0 T E a o o � a z $ z o J Q c Y o i c z o N `0 H s i o Q J C v N 3 L o C L 1 3 'J C Q J � v o - v `0 N E IE n Q o Iv u � o 0 L v 0 0 a m E E 0 0 L o I � � v v n o h a v n N J 3 J =' Y L u :J 3 Y 0 Q, 0 U � C C O O v = N I o a v � En Y w a E � `o b y c o r� C y U v a � v t 3 L n o 1 � W n E z C z J o Q O r o ,J z � L cQ C J N W 0 a o v O � J � y O � L 'O Y c 0 n n � C v o Lu n � L � L L =' 3 N �+ m L . W O p J .. E m O L Z ~ CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS WATER ELECTRIC SANITARY AND STORM SEWER TELEPHONE CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. 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 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 INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 3. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 4. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2018 VIRGINIA CONSTRUCTION CODE. 5. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. w Q cn z 0 w 01 O 0 N N U Q � Oz v 0 F- z Q O U � O U N 7 U U) z o o o Z N Q c0 = Z U) O Y Of O N c0 J � _ W Y z § r w w w O x Jcr Y � J N - O N Q M 0 N RYA PERKINS LIC. No. 046565 02/O�/2023, ~ CD O U w O O N vcn H > > d Q a m m m Q oCD o z o W _ NO W z ¢ Y w Y ¢ v (U!l O O U W W 0 Z J ryrQr' W Z rW V LU z r N� LL W J 10 LL 10r' O /�� LL N� Q < _ _ 0_ LY W U LL 0 u Q U W Q W w m Z Q SHEET NUMBER CA-101 0 Lo 0 ' r�— — cn N48042-'30"W - 60.01 IN — — ss JI / I I I I I I 1 / 1 /1 cc? tf) / I / I 1 1 1 1 /1 1 1 0 1 txtx - 1 1 I 1 1 1 1 I I I I 1 I I1 1 I I V) I N I I 1 I' I I I 1 I In In P\� I o� co 1 / TARGET CORPORATION / D.B. 2896 PG. 171 PARCEL ID: 03200-00-00-043BO N48042'30"W 163.26' II �"I / / co / o o o ' 1� IV P i Eo \ \ �eZ Rol _-- ° �,/Dtx, ��� �� ��o � o 15"RCP kq --)— Ste,`'—�'} % O ��• I I SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) Lu II I I I I+ I I I I I I J I f i I j I�I I I of I I I I �cN' I I I I I I --L„II O of I Lo 0) I I I C I I I I I I I I I; I I I; I I I; 0 / I I I I 17 I I I I I I I I II I �DI I I �� I j w l I I I I I I I I CJ° I I I q I I I I I I I I I • III II I II I I I � ' I 11 • : I'' I I ; I i31 I I � 101 I I I I 1 L I 101 I I 1 I , I I I I I I I I I 1 1 I , I I ✓ I I I I I I I I 1 \I I I I Li I 1 \\ \ I W I I I I I I Q III 24"RCP O �O F LEGEND BENCHMARK HANDICAP PARKING • BOLLARD 0 SHRUB TREE SIGN ® DRAINAGE INLET DRAINAGE MANHOLE co CLEAN OU T 0 UNKNOWN VAULT �s SANITARY SEWER UD UNKNOWN MANHOLE TP TELEPHONE PEDESTAL TR TRANSFORMER LIGHT POLE UTILITY POLE ELECTRIC METER E❑ ELECTRIC BOX © GAS METER UNKNOWN MANHOLE SIAMESE HYDRANT wv N WATER VALVE OHEOHE— OVERHEAD ELECTRIC WOODS LINE GRAPHIC SCALE IN FEET 0 5 10 20 �O� c N v 0 0 a ° _ `o T E Y 0 T a ° 0 L_ 3 v a 0 _ v 1 I / I E YI � I i kol, _ _ I S411-17'30" C z EX. 4" WATERLINE ' / I (A P y . TO BE REMOVEDh, La; `0 w j ° — — — — — — —�— � — SAWCUT LIMITS FOR 1 ' UTILITY CONNECTION N `3 W�-- — -- — ---- s / EX. 1" WATER LATERAL TO BE EX. LATERAL, TEE, PLUG ANO, REMOVED UP TO BUILDING GATE VALVE TO BE REMOVED \ - SS f — —�- — —f- 55 — — — SS s \ a c / E EX. 1" WATER METER I T� / TO BE REMOOyVjy,ED A — — />L — — — — — —EX. 41„ WATERLINE J� — — — — s WSJ Ar a = EX. CONCRETE WHEELSTOPS TO REMAIN — — TO BE REMOVED EX. CURB TO F o / BE REMOVED I T I EX. SHRUBS TO C BE REMOVED / EX. TREE TO o / BE REMOVED I EX. TREE TO O / ° ° I1 E / EX. VAULT TO - v / REMAIN L BE REMOVED G ® Im — I ° EX. GATE VALVE AND WATER LATERAL - TO BE REMOVED UP TO BUILDING - 1 N L � J o NEW MARKET- HOLLYMJD, LLC D.B. 5125 EX. TRANSFORMER I a PARCEL ID: 0320C ?REMAINO u EX. TELEPHONE PEDESTAL C9 = r 3 TO BE RELOCATED I of( a ° _ EX. CONCRETE STEPS AND .- P RAMPS TO BE REMOVED E EX. SIDEWALK TO / / / / / y BE REMOVED EX. MANHOLES AND CLEANOUTS E ° _ TO BE REMOVED U =0 = 0 EX. GAS METER TO BE REMOVED AND COORDINATED WITH UTILITY COMPANY ® © I EX. INLET TO BE REMOVED AND REPLACED WITH NYLOPLAST INLET AT 0 - PROPOSED GRADE. EX. STORM PIPE TO REMAIN (SEE SHEET CG-101) Y a EX. FDC TO BE REMOVED a I0 E v � o � jI T EX. WALL TO BE REMOVED v (SEE SHEET CS-101) — — — — — y = � I v— h � U v — RIP -RAP s ,T (TYP.) v INV = 535.85 v L n 0®®®� t o c z E E _ a J D 1 N C z ^7 C = O J O g c y L c> C J N v 0 a o v O = J � y O � L U Y = 0 n n � C v o � 0 n ° 5 c � L 3 N �+ m L -v 0 0 C E 7] J 0 0 O L Z ~ O O W _ 104.43' EX. CURB TO REMAIN (TYP.) Z 00 CO IN O f CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE (SEE SHEET CS-101) r SAWCUT LIMITS (TYP.) \ VBE REMOED ALK TO 20l S41`17'30"W _ 53 41' 2 v ��Q \ d EX. CURB TO \ \ BE REMOVED \ \ \ IP \ EX. SIGN TO BE REMOVED' ® EX. SHRUBS TO \ \ \ \ ® BE REMOVED \ - \ \ LIMITS OF DISTURBANCE: © 0.30 AC. \\\ I \ \ \\\ _ \ SS \ \ EX. 6" SANITARY \ \ \ �ry LATERAL TO REMAIN \ \ \ \ \ EX. ROW OF SHRUBS ono \ \ \ \ SS \ \ \ T, 0 BE REMOVED I IN) - EX. SIDEWALK TO \ \ BE DEMOLISHED L \ \ \ \ \ BM \\\ \ S ® NE CORNER \ \ S ELEVF 542.74 I TARGET CORPORATION \ \ \ \ \ \ EX. WALL TO D.B. 2896 PG. 171 \\ BE REMOVED =542.55 �° PARCEL ID: 03200-00-00-043B0 \ \ [;FTjlj�lNV_236- 75 NEX. TREE TO �REMAIN V� EX. CLEANOUT 1! TO BE REMOVEDII, i i EX. 6" SANITARY � ® EX. CLEANOUT S� LATERAL TO REMAIN i -TO BE REMOVED /S% EX. BOLLARDS TO BE 1 EX. 6" SANITARY LATERAL TO BE REMOVED FROM POINT UP TO BUILDING (SEE SHEET • •f TO • •• REMAIN (TYP.) BOLLARDS TO BE REMOVED (TYP. OF 5) SEMINOLE TRAIL SWBCORNER U. S. ROUTE 29 OF D.I. TOP=526.42 (VARIABLE WIDTH R/W) ELEV--526.44 FL=522.30 TOP=526.18 INV IN=521.45 INV OUT=521.30 N A A U TOP=526.26 FL=520.40 g ss�s SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 2 0 10 20 40 O,Q Ty NOTES: 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS. 5. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. 6. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 7. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. CURB AND GUTTER TO BE REMOVED SAWCUT LIMITS — — — — — — — LIMITS OF DISTURBANCE (0.30 AC) — — — — — UTILITIESTOBEREMOVED OR ABANDONED w Q In z O w 01 o 0 N LN U a Z> O v)o FZ Q O U = N 0 U � O U) N U 7af a Z A O 0 r o a Z U) U } Of O N co J � _ W Y Z O = J iY Y � J N o } N a OO _ r� 0 N RYA PERKINyS LIC. No. 046565 02/O�/2023, ~ CD o n w O O O N Ncn H\cn > } oCD a o m o Q �_ \ z W NO W CD z ¢ w Y ¢ v (U!l O O U W z W J o0�/ LL O LL N� Q < _ LY W U LL 0 O W Q w m z Q SHEET NUMBER CV-102 U c N N O U O y N Q ° _ 0 1 E Y O T a ° ° ° I APPROXIMATE LOCATION OF EX. 20' I 7 PERMANENT DRAINAGE EASEMENT s I I I APPROXIMATE LOCATION OF EX. 20' PERMANENT DRAINAGE EASEMENT / APPROXIMATE LOCATION OF w cal EX. 20' UTILITY EASEMENT Li D.B. 2790 PG. 459 ° - - - - - - Z\�I \� I - NORTHING: 3934123.19 ° I - - - - - EASTING: 11499619.44 = I o �� - - S417'30"W _104.43' v APPROXIMATE LOCATION OF I \I II / y EX. 30' ACCESS EASEMENT I �0 �' I / 41 34' ADA SIGN 00 raSTgN EXISTING PAVEMENT (SEE SHEET CS-501) I ADA PARKING AN SYMBOL �N o _--------- I - I CFTO (TYP.) I I (SEE SHEET CS-501) Io ----------- --I-- NF -- qRF I� CON �i(kgY/ 11 o I PARKING TOR SPACES TO RAS NEEDED ESTRIPE (STING z /v - - - - - _ ° FOLLOWING MILL AND OVERLAY o o APPROXIMATE LOCATION / / RSFcn - - - - 9.0 9.0' 9.0' (� , a OF EX. VARIABLE WIDTH / Oyu CONTRACTOR TO MILL AND OVERLAY', w 0 ACSA UTILITY EASEMENT / ACCESSIBLE PARKING SPACES TO o D.B. 3258 PG. 199 / / ENSURE ADA COMPLIANCE / SAWCUT LIMITS FOR UTILITY CONNECTION. I 5' CROSSWALK. NORTHING: 3934162.06 v / CONTRACTOR TO REPAIR PAVEMENT TO MATCH o0 (SEE SHEET CS-501) EASTING: 11499733.44 - - - - - - - - - - - - - - L - >- EXISTING DRIVE AISLE WHERE APPLICABLE 1---- ------ N 3 / -- z \ S41°17'30"W _ 53.41 TIE TO I I I '� VDOT CG-12A RAMP - / EXISTING CURB _ - - - - - TIE TO EXISTING CURB ., R10.0' R10.0' \ 3 / // L - - - - - - - mGN AND Lq RS-1 SDOPNOT ENTER" SIGN V) - - _ - - _/ "LANE IS FOR DUMPSTER ACCESS :: �. ° _ / o (SEE SHEET CS-501) c E - - - - - - - ONLY AND NO THRU TRAFFIC IS a Lo 0 / PERMITTED" SIGN (TYP. OF 2) ri 18" STOP -BAR I o 0 / _ N ° (SEE SHEET CS-501) APPROXIMATE LOCATION OF 200 SF PATIO 0 0 / PROPOSED SIDEWALK I EX. 20' UTILITY EASEMENT r / (SEE SHEET CS-501) (SEE ARCH. PLANS) TIE TO EXISTING CURB. CONTRACTOR D.B. 2790 PG. 459 L = / TO REPAIR AND REPLACE CURB AND PROPOSED LIGHT E ° / POLE (TYP.) 6" WHITE STRIPE (TYP.) . , GUTTER AS NECESSARY a --- I T Q ° APPROXIMATE LOCATION I I \ \ U RB CUT OF EX. VARIABLE WIDTH I DRIVE-THR CONCRETE CU ACSA UTILITY EASEMENT I WINDOW Dc CONCRETE DRIVE AISLE \ I \ Cl D.B. 3258 PG. 199 ` I o APPROXIMATE LOCATION OF EX. 20' 1 12.0 11.0, 5.5' 5.0' I a PERMANENT DRAINAGE EASEMENT NEW MARKET-HOLLYMEAD, LLC I PROPOSEDt2,325SF o D.B. 5125 PG. 209 ICHIOTLE FFE 6441E ° o PARCEL ID: 03200-00-00-04300 DRIVE THROUGH I 1O \ E ° LENGTH: 206' 1 ".5.1' -5v LANE IS FOR DUMPSTER ACCESS 5.7 .11.0 I Z _ ONLY AND NO THRU TRAFFIC IS DIRECTIONAL ARROW (TYP.) D 1 PERMITTED" SIGN (TYP. OF 2) EX. TRANSFORMER (SEE SHEET CS-501) EXISTING PAVEMENT Io o ° EX. TELEPHONE R15.0' AND STRIPING (TYP.) v o PEDESTAL I 5.5' ° 0 n R15.0' r> "0 4" WHITE STRIPE AT 45- WITH 7' 13.5' I -.9.4' x 16.4' 1...' J I 3 CENTER -TO -CENTER SEPARATION �' .` BM # 2 > s CONCRETE STEPS AND STAIR HANDRAIL 20 0' 29.8 - .<'.'. '4 R15.0' NE CORNER I SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. REFER TO SHEET CS-501 FOR DETAILS. 5. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. HVAC UNITS TO BE ROOF -MOUNTED AND SCREENED FROM VIEW, SEE ARCH. PLANS. NO EQUIPMENT WILL NEED TO BE SCREENED. OI 3 (SEE SHEETS CS-501 AND CS-502) o -. ELEV=542.74 I TARGET CORPORATION D / CONCRETE RAMP AND HANDRAIL (TYP.) D.B. 2896 PG. 171 0 5' CROSSWALK. ° o `` ° o (SEE SHEETS CS-501 AND CS-502) W PARCEL ID: 03200-00-00-043BO (SEE SHEET CS-501) CLEARANCE BAR ��� ° II /J c a (SEE ARCH. PLANS) ° 11E TO EXISTING CURB U E ° LOOP DETECTOR (TYP. OF 2) ° "o (SEE ARCH. PLANS) me c o 0 a EXTENSION OF BRICK SCREEN WALL - _ ° APPROXIMATE LOCATION OF EX. (TO BE DESIGNED BY OTHERS TO MATCH EXISTING) STORMWATER MANAGEMENT EASEMENT ° 6" WHITE STRIPE TYP. I n - - - - - - - - - - - - - PROPOSED DUMPSTER (TYP.) Yu, - - - - - - - - - - - - - - - - - - - - - - - - �I L v 17' EXISTING SCREEN WALL E RECYCLE TOTER (TYP.) 4" WHITE STRIPE ATE 45' WITH P7ANS) rn o SEE SHEET CS-502 CENTER -TO -CENTER SEPARATION N CONNECT TO EXISTING o Lo a SCREEN WALL N » NORTHING: 3933974.44 o "u EASTING: 11499787.07 N 'L O o SEMINOLE TRAIL SWBCORNER N U. S. ROUTE 29 OF D.I. z (VARIABLE WIDTH R/W) ELEV=526.44 Qa O J O • � 18" STOP -BAR i - -(SEE SHEET CS-501) R1-1 STOP SIGN AND i R5-1 "DO NOT ENTER" SIGN I -(SEE SHEET CS-501) ° SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET N 0 10 20 40 0c O W o ° 7 O = J � y N o ° Y = 0 N n N c N O S ° fn � c Q) L L 3 N co L 0 0 U c c N m J ° O O O L w ~ APPROXIMATE LOCATION OF EX. 20' PERMANENT DRAINAGE EASEMENT 11499891.35 ifif 2d 24' S' a a 12' imrh �uYn Tw� 4f=I-- 4f F=RR =PAX= J P"mwmt uleabn b FA. FA LwlWFeicM me Fndwea aaotl b 1---------- SITE LEGEND LIGHT DUTY PAVEMENT SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE DETAIL ON SHEET CS-501 HEAVY DUTY CONCRETE SEE SECTION ON THIS SHEET °: ° o ,d ° VDOT STD. CG-2 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + v I__N-III-III-III-III-I I 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 2" SM-12.5A SURFACE COURSE �8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE INSET tio�T SCALE: 1 "=80' ti • f 4 • $� "" 12'x25� Loadin9� •� r 1 ✓1J 24' -1 ' 19 OJ 24• 24' t O'Ik,'q v 11: WALL IS1bRY EI 6 �8- 24 6' f BEO SP. PYB SSB 0 M NOR a PnFXWG tat NTURE Of?PARCEL I W Q 0 z 0 w 01 o 0 N N U Q Z > O vi o LLJ z O U = N C) 0 U ib O U) N 7 U Q Z o o Of o Z N Q c0 = Z Y U 0' 7 o J coO 2 _ W Y Z LLJ O _ Jcr E o � r N @ ro 0 N RYA PERKINIS7 LIC. No. 046565 02/O`�/2023 , ~ U CD O U N � O O N Ncn H > > oCD a o m o Q �_ y N W Z CD Z ¢ w Y O ¢ v (U!l O O U m ® ee a \\ o ! Dumpter Pada P) �`IR ire EM1 mn, ip. CC -- <__ e mt �� R82AB BLLC XY "yI W z OW SF f PPB 5a - I A ,a'ktI S�nLLM q y a v , - N Lu W - 3 TV 1T4 g ,I s N 9M1 -I. ' sP' s - PI� 5pI I® ' E 0 N^r' LL G' Ow' LL �.m b b �� -• . ® .v asP "e O ui Q 150'" W OUTPARCEL B 10' ui 2C le14,200 SF 25' .`.' P£E = f EC Fr or 5 TVP% B n-4:, E: AS Use: U Ldi0 U Q o . unu ua. U tt• mXg p :- arm' boa�a scare, ttl W J pY ri 1DU' 0t Q " Wa Ouulily� SwalE 5,600 s �- .1 Pau • 1 171 1 1( 1 w 'err SEMINOLE T irrr/ �7r r.� r»rr. ,�,,,4,.. TRAIL1'r��fnt%;J PROJECT ,. AREA -i SHEET NUMBER U.S. ROUTE 29 --- --�x---------------- -- R. CS-101 Ln w w 0 w o; 0 U 0 0 A m N 0 N In Q w 0 w o; 3 N I V) 0 0 0 J C a N In T 0 U U T m 0 A C } m N N O u 0 Iw 0 Q a Q U C ° C O S T N E 4 CENTERLINE OF DRIVEWAY 0 5' 5' SQPO\tJ 0 's' pz �gC/go R 30" 0• 0� 7Ty z Jp\C\ 3/8" WIDE x 1" DEEP �0\- O � SAWCUT CONTROL JOINT GOB 4" CONCRETE, MIN. 3000 PSI STRENGTH j 3 N 5+. r° • 4" COMPACTED VDOT TYPE SEE CONCRETE N21-A STONE BASE SIDEWALK SECTION BROOM FINISH I M Q �, 11=III=III=III=III=III=III=III=III=III=III=III=III= ° e S T 4 COMPACTED SUBGRADE NOTE: REFER N L N E 1 (WHITE LEGEND, RED BACKGROUND) GEOTECHNICAL REPORT FOR �j a z Y FINAL SECTIONS AND DETAILS TWO COATS WHITE APPLY 1/2" THICK PRE -FORMED PLAN SECTION w o ° o REFLECTIVE TRAFFIC PAINT EXPANSION JOINT FILTER a 0 0 U o DIRECTIONAL ARROW DO NOT ENTER SIGN (R5-1) CONCRETE SIDEWALK Q I o v 0nOf A 0 O r O ¢ I I `o_ SURFACE MOUNTED STANDARD GUARD 12" w Z o w o RAIL, SEE SHEET CS-502 FOR DETAILS 18"x12" R7-8 SIGN Of CC)J o s C.I.P. CONCRETE CHEEK WALL, TYPICAL AT ALL GREEN LEGEND ON WHITE ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL z a LLI } w z RUBBED FINISH, 1" CHAMFER RL ON BLUE ON WHITE w w 0 � ° EXPANSION JOINT, TYP. ON CORNERS �7G1�1L1/ BACKGROUND PARKING w J _ a 3 CONCRETE PAVEMEN , SEE THIS SHEET FOR DETAILS af w o 1.5' 2.0' o Y N ® d of g ADA SIGN POST z ¢ a w o_ (PER DETAIL) ¢ pp g 3 a U > o w 1 Z ■ M _ a m w N 12"x6" R7-8P SIGN TYPICAL AT ALL VAN GREEN LEGEND ON � BACK OF CURB a o N �le 'o _ _ _ _ _ _III —III —III —III —III —III n d, w c7 a ACCESSIBLE SPACES WHITE BACKGROUND ¢ T LO w a O �—III—III—III—III—III—I I EXPANSION JOINT, TYP. ACCESSIBLE o III —III —III —III —III —III CONCRETE PAVEMENT, SEE THIS 3 0 =III=III=III=III=III=1 -SHEET FOR DETAILS 3 TH C III —III —III —III —III I. a d 12"x9" PENALTY SIGN (AS REQUIRED N O c LOCAL CODE) (vo, STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT STRIPE CROSSWALK WITH 2 COATS LIC. No. 046565 o WHITE REFLECTIVE TRAFFIC PAINT o 02/O�/2023 o NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. ANAL CONCRETE RAMP ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING U O N o In w -6 30 w O O U N O Ncn I� = cn Q >CE > a NOTES: I� , Q CDm z z 3 1. REFER TO GRADING PLANS FOR RISER NUMBERS. �� SIGN PER PLAN (ALUMINUM, 0.08" THICK, 5 16" BOLT IN 3 8" / / _ � Y N O ❑, � a U N � a Y 0 w _ 2. CONCRETE STEPS TO BE LIGHT BROOM FINISH. SHAPE AND SIZE VARIES HOLE (TYP. OF 2) o o s 3. TREADS TO SLOPE 2% FOR POSITIVE DRAINAGE. 4. MINIMUM CLEAR SPACE BETWEEN HANDRAIL AND ANY 3 ADJACENT WALL SHALL BE 1-112". r 0 I� �I STEP HANDRAIL SEE SHEET CS-502 FOR DETAILS In -° v EXPANSION JOINT ADA PARKING SIGNAGE (PER DETAIL) 0 o M w j f ^ a a STEEL SLIP DOWEL, MIN. 3"EMBEDMENT 2.0 MIN. IN SIDEWALK AND PAVEMENT AREAS / Q ° 8"x12"CONCRETEHAUNC L CONT. AT STAIR POUR 1 I v n — - %SLOPE VARIES _ r" EXPANSION JOINT z 2" I.D. SCH. 40 CONCRETE PAVEMENT, SEE vim- 3" GALVANIZED a GALVANIZED STEEL PIPE Q w THIS SHEET FOR DETAILS SQUARE TUBE N ; 0 fV w (WHITE LEGEND, RED BACKGROUND) 0 `- C.I.P. CONCRETE STAIR USE 4" SCH. 40 STEEL PIPE STOP SIGN R1-1 ( ) f^ 4" COMPACTED AGGREGATE BASE FILLED WITH CONCRETE WITH m 0 ^ v J V i ai COMPACTED SUBGRADE—' 1'-0" TOP ROUNDED. PAINT TRAFFIC ui YELLOW IF SIGN IS WITHIN N PAVED AREA OR SIDEWALK o R=4" z v SIDE ELEVATION SLOPE TOP OF PAVEMENT / ? CONCRETE s FINISHED GRADE o CONCRETE STEPS w COATS OF 4" — — — — — — — — — — — - W Z GROUND PAVING SURFACE / 'L I2 WIDE BLUE TRAFFIC '' T — —iTi= — — — — — .—Ti—i `r Cr PAINT (TYP.)LU _ ii=III= I� ILI ` -111 III l r III II w 1 o a0 IIII:: -:1111' w LL v J O a 4000 PSI CONCRETE ii -II II - LL m I-1 I •'' • •, III- O � v 6" DIAMETER —"' �- C z CONCRETE BASE 6„LLI a- LLJ n v R=14" � U M y UQ s NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA y J 3 ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST m � Q s rn O W 111 IL] m Z C v Q E SHEET NUMBER O s CS-501 Plotted By:McCray, Stephen Sheet Set:Kho Layout:CS-502 SITE DETAILS February 09, 2023 12:29:54pm \\Kimley-Horn.com\AT-RIC\RIC_CIV\113342000 - Hollymead Chipotle - Ablemarle\CAD\Plan Sheets\CS-501 SITE DETAILS.dwg This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. ww O > A A M n >�� ~A ~� am �A C)A 0 a. w ON IIII I I I t IIII 1 I 1 t IIII;1 II IIIIII Ill! II IIII IIIIIIIIII m m M Z� m, m Z ZO LK ZM m* ZO m N I; III I�IIIli111 t IIIII IIIIII IIII II ! IIIII IIIII III I IIIII IIIII IIIII z G)O 0O G)O G1O � IIII! li II� IIlllllh IIlIIIIIIIIlI r IIII II III Il III II II Ih Il Ill I II Ill !�' ' r IIII !! II� III !I !II III III �Illlll�lh I�Ih'II�IhI1trI11�i�11111I�i1111lrlllllt D v IIII IIIII 'll;Ill IIIIII;h�II; I11 111 1 1 ;IIII ll;II�` 1111 D IIII 1 1 I111111u11 1 1111111h1111 � lhlll�llllllPlll IIIII�IIIIII�III I�' II�IIIIli� v '�IIIIII�IIIII�IIIIIIIIIhIIIlllh'I�III;IIIIIIIIIIIIlIIl1I � �I1;1111 IIIIIII; ;I1�� 11;III;I;I;III 11; II;11; � � m ;131 ,IIIII Illlll 111 IIIIIII IIIIII III 1,1, ,I I,I, ,1 ,I, 111 111 1 I11 IIII II I hlll IIIIII IIII I, 11,1, ,I ,1, I I Ill ill 1 l ; I;I11� II IIIIII I I,I, , 1 111- � � ,,, w ;IIII; ;I ;I III 1;1 ;II III IIIII;II Ih I III I Illlll III l IIIIII IIIIII Illlll III 1 1 III 1 1 1 Ill 11 1 III I I C m lllllllllllllll ;IIIIII;IIIIIIII IIII;IIIF m IIIIII III III IIIIII III 1 IIIIIIIIIIIIIIIIIIII m n llhlll I Ili! I I !1I llt I I IIIIIII IIII IIIII I III 1 1 1 II I I;lln I I I h n I I I I I I I I I IIIII Ill,! Illll I IIII IIIII 11 I l l l t l 111 1 1 111 IIIII � m p 'IIIIIII IIIIII III IIIl1�I111I1 III�,1 II IIhIR� m p IIIIII III 1 III 1 IIIIII IIIII Mill Ilhh IIIIII � � r,, �1lillll III ll III I,I,I,1I,1,1,11,1, IIII Il�lll Il�lil IIIIIIIIIIIII IIII I,I,I,1,1,1,11,1, 1 II II Ih Il�lh�l ll IIlll�� ,I I,I,I,t II Ill !� ` � r,, IIIIII Ill�l Ill�l Illllt IIIII IIIIII IIIIII IIIIII ,1,1,1,1 ,I, 1I,I,I,1I,I,I,11,1,�1 ,1,�1hhI,1,1,1hh1,1,1,1 hill II�III�I�III Il�lll IIIII Il�lll Ill'III IIPIIIIII '^ n illlllllll IIIIIII 1 1 II11� IIIIII I I II111 1 tllllllllll Z m .!lull;�l;Ill;�lll III III II llhlll�llllll�lll I'll Ii;Ill;�l;l�l !I III II yy IIIII�IIIIII�Ih�II' l;,l;lll��' I IIIW II�IIIIlI �l;Ill;�;I ;�l;lh;�l;Ill;I;l;I�;�;Ill;l;III�;�;l;Ill; uuIII !I II� IIIIII !II IIIIIII PIIIIII�IIII�III'llnlhllllllll,�ll�lhlll�llllllilllllll 0 m Ill III 1 I ' 11'�h 1 ' II IIII" I l I; ! I 11�1�hi�lA��II�S�III I I I h1�1,1 I l 111 l IIIII! IIIII! Ill! l�Il l! !I IIIII! Il! I !I llllll�u n I'll Illlll! I ! I �llllll! D �z„ WlliIIII�IIIIII Ill IIIII�IIIIII�Ih I II Illlll, r IIIIII Ill lL Illlll � z I11 Ili 1 III lil I I 1111 IIII 1 1 1111 I'll III IIIIII 111 Illh;ll IIIIIIIIII IIII Illlll Il III l l I Il Ill III IIII ,1,1,1 ,I, 1 ll Il III Il III l III' II 11111�� ,1 ,I,l,i Il III IOW 1 11,�. III III II 1 ''`'IIII III ,1,1,1 ,1, 1 �1,1,1,1 IIII Il III l `IIIII Il II'll I l'11I1 III Illlll 11! II'l1ll II, ; IIII Illlll III l l �!�'�� Il'll I1'l I �°1l'llll III !l !Ill lIIlllll IIIIIIlI I;III�;�I;Ill;l;lll �III'II�III'Il�lil IIII;aI;Ill;�la�;� II�I�III'II�III�I ;�lllill,; X a1;Ill;�l;l�l �! lll'll � 00 ���� LO C I I I I tll I �I;llll IIIII I I I I IIIII !I� I II�� IIIIIIII�III�I il1ll,l I I I I I I I I I I I y�Ill,l; O n m l;llll�;;; 1!ll I E6ll I I `` I IIIIII;IIII ;II ; I Il IIII I II II Illlh�� I ``II I I� � �I;IIII ;;I ; ``IIII I ;IIII I z 1 z cn III Ill'III II!'III I,I 11 11 IIIII Il�lll I I I I I,11 I IIPIII !l I 1€!4 1'III IIIII IIIII Il s r o T 3� Nb CAS w J ,I ,1 I11 II I l l ,1 II 11 1 l l I ,I IiH: l n z II I I11 l l l o 3 n n cn m xl b z �1111 n " III 1 111 ,IIIIII I l III I II IIIIIIIIIIIII 1 III 1, II 1 I 1 II II;11 Ill 1 lI1lII1 W o Z D 34" - 38" i� A IIIIIII IIII IIIIIII IIIIII III IIII IIIII IIIIII III 1 IIIIIII II IIIIIh IIIIIII IIIIII III 1 d`II ;IIIII O p1® Z M A �� 3 -6 MIN. �11111 111 111 11 11� 1 II I II 11 -o = -n D jlhhl�IhhiPlh hhl�Ihhl�lh l Il Ihh Ihlll�lh l�lhhl;l I I I I I 11 l�' 1 Ill i l l I hh I hhh�I,hhh hllh b� 1 I I I I t I l I l III 11 I I I III 1 r� I I I I I I I Il I �o �D IIII Ilt l ,l,l II III l I I ;11 IIII I I�I I�I t ll'! lI't ll't � z � IIII'II�IIIIIIPIh IINIIIIIIIII�III�I� Ill�ill'II�;II't 3 II�IIIlI�t III`II�III�I�III'II�III'II�III�I�II; m j O O Am�N �IIIIII�I;IIIII;I III III II I IIIIII;IIIII;I�I� II III II II�IIIII�� I Illq �I;III;�;I�I�IIIII;�I;IIII�l'I�;�l;III;�I;III;'I;III; III !Illlll lllllllll III III III >b r-tllllllll �Amc Z. IIII Il III Il Ill I111 1 �1 ll;Ill III; ll Il Ill Il III l lllllll 1 I 1 �lll ,�1 Illll IIII;: 111 : Il III !p' III11� IIII, ll Illll,d III Il III l III Il III Il III l III Il Ill Il III Il IIII 1 11111111111 1 (IIIIIIIIII ,hll �' 1 ,hll ,�11 �lll I�11 Ill! l 111 ll Illllll,llllll: o rn b - ,lllllll ,IIIIII�lIIIll�lil JI 11 1 1 II;II�IIIIII�III I I III 1 I II Ih I 11` IIII;IIIlll�:lllllll Illhhl�lil I�IIIIII�IIIIII�III l�llllll�lllllllllhhl IIIIII III 1 1 1 1 I11 IIIII z Ujmz rn I I Ill l Ill Ill X all 1 II Ill 111 I 1 III III II III III ;Ilt III IIIIIIIIII II II tll III Ill b� 0 �0 M �llillll IIIIII III 'IIII I III II III Illlll Ill II;IIIilll;ll Ih I IIIIII II IIII Illlll IIII II IIIIIH� II III I�� Ill IIIIIII Ih I III I IhIII III l IhIII IIIIII IIIIII I I ,1 I I I 1 1 I, I I I ,I I I I Ill Ill! Illlll Ill IIIIII Illlll Illlll A o N m { 'lllllll 1;(,III III;I,1 I;1, jlhhlilllllll�lh IIIII I,I I I;1,11 ;1; I 1,� ll Ili I ;I,II�� lull I l i i;l, I ;1, I ;I, h III,1 Ili;i hhi ;1;Ihll;lllh 1;1, ;I 1 ill 1 I 1 ill 1 Ilt I NI 1111 I Ill�,i,l,t - 1111I111II hlillhllllill�lh I11 111 I I ,1�',hl, 1 11 ',IIII -(,IIIII;�I;Ill;al;l l;�lllll6 X rn p Z 111 III II IIIIIII�IIIIII�III IIIiI,;�I;III;�;I ;� I� III !I IINI�lIII1l�lll�l I III Pl;llll III I�I1,1,1 IIII IIIII lllllll 1 I Il�llllll Illt IIII D X 121 IQ 111 1 l;Ill;�l;Ill;�l;l 1 11 1 ;Ill;lil;Ill;�l;l ; 11 I;�I;IIl,:I;III; X � ;u'llll;lll!'llll! l!'lllllllllllll IL IIIIlII��I IIIIIII ,IIIII; IIII; 1;1 ;III;III;III; III ; I;III;IIII' ,IIII; � � � 111 1 I (IIIII 11;I !I !l ;1 I IIIII I III ; ! !I !I l ll; ll�� !I ! I' 111 N m ti1� III! I I 11 I I I I I ! Il Il � -IIII 111 1 ,1I,1,1, I,I,I, III III;III�'II;III I11 111 1 1 IIII II IIII IIII IIIII 1 IiP II II IIII it 1 III 00 o III IIIIII II; 1 II IIIIII' IIIIII zt; m �� jl,l,l, I,I,I,I;III IIIII IIIIIII IIII IIII,I,l 1;1,1,1, nZ �� o _ 'I;III;I;llllal; .;III II II! lllllll�Ill Il�lh ;Illlal;Ill; ll I II III !I IIIII�Illlll�lh l III IIIII I lIIL IIIIIII. Illalll IIII Illlll 3� o T { ^� - IIII 111 1 I11 I11 1 I Illlal II11 W o --1 (n m 34" - 38" S 1/4 111 11 1 ;lllllll lllllll IIII II 11 1 Illll lllllll 111 I Illu ll Illlll i III III III III I I III IIII 111 o � o -i D o� ®— ,IhIII�Ihlll�lil IIIIIII IIIIII h II;IIIII;IIIII I�' I IIIIII IIIII IIII III 1 II IIIIII:' I11 II IV 70 3'-Il MIN. !IIIIII Illlll ll IIII IIII IIII IIIIIII IIII I I Il lllllll, l,I,l,l IIIIII Ill IIII'll I,;; II;,I IIIIII III 1 I ';I 11 II IIII'�- W tJ _ (/'f -o � z N 10 D ` N �11111111 111 I ; I;;'I�t 11 S o o / 3 /8 11j11 I Il1I II'h I III I IN, 1 I II � m3-1c D �D MAX. ati � D DAEC) r ul �b IIIII I I I II I I I Il�I I I I I!' I I ll lip l ll l l D 3 D r m xl - C III,�I�I,L�Ih�II�IPI�Ih�t�'IPIaI �■ ■.■ ■■■ �l111111111111' lllllll�lll�flllll!!II' II,�I,III,I'1,11, , m O N Il;l�l;Ill;�l;lil;f;l m A -4 _ ]> n Ill lllllll Ill�II- a = o m X ' I'Illl�l'I�l�l'I�l I'Illl�l'I�'�l'Illl�l Ill IIIIII III�'� a Z m q,6% > D - N r— rn { O c Pq Ill! l l lull!;Ill ly� lllllllilll lolyl IIIII II�III�I�III Il�lll Il�lll�ll'III IIIII IIIII IIIII Ill' A b N { N Ill'Ill''I�lul'lll'u'lll'u'I���'llllul' d'ul'lll'u'I�l� ll, 16611,,16I11„!`Ill, l ll, l ll, l,l -o X p z � v ,1,1,,1 ,Ill 1,1,,1 Illlllll�lllh�hll'lllllll'Illlll!'Iilh�hl�lll'Il�lll'il�llllll�lllh�hlt' m - lililll liN1 il_IliilllilIN il_I1i11 lil111llli1 1lli1 x N 3 22 22 2 r)n nx n� n b (� X ^^ _< =,� =< _rn � XZ XQ XZ X 4 0 TJ N m N z-4 Zi7 Z� z° Q a a W m 34 1/4 n CH I POTLE KHA PROJECT 113DA {���o�� Kimley>>>Horn DATE m 02/09/2023 0 ,D z SCALE AS SHOWN PREPARED FOR SITE DETAILS � o� r oM x 25 5j NEW MARKET PROPERTIES �� ©2023 KIMLEY-HORN AND ASSOCIATES, INC. DESIGNED BY SMP01 m N G1 fair, �'X Z Cn ti 2035 MAYWILL STREET, SUITE PHONE: 804-673-3882 200, RICHMOND, VA 23230 DRAWN BY STM CHECKED BY RRP Vc. REVISIONS DATE BY ALBEMARLE COUNTY VIRGINIA VI�t WWW.KIMLEY-HORN.COM 6 ' Io i / 0 - - -'---------- - y �- I - - - - - - - - - - I a i° I r I Ca 3 I D � z o W ----- -- ALL i SH 6 z \ ° \ CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE SAWCUT LIMITS (TYP.) I8 EDGE OF PAVEMENT ELEVATIONS- - - - - OULD MATCH EXISTING PAVEMENT 544.48 544.48 p\ P \ ro I P44.50 544.49 '0 SS -----SS ---SS - -�-- -SS P 0 = Q SAWCUT LIMITS FOR UTILITY CONNECTION. CONTRACTOR TO REPAIR PAVEMENT TO MATCH c _ ° EXISTING DRIVE AISLE WHERE APPLICABLE T L W - ° Y W 543.38W W W 543.80 F - - - - - - i T 544.24 FS ME TC I I FS ME w I a c 544.03 S== TC ME r �--� 544.01 a 543.99 TC m CONTRACTOR TO RAISE RIM OF EX. _ - _ - - - - MH TO PROPOSED GRADE _ \ .F44- - 6]9 CE \ = I 1= I I »' I 1044.1U I t I Imin I 1 I I= I I S Imm I I111111F 041).D1 ° m ) I VDOT CG-12A RAMP Qo I- I 0 "- O p I I _ I i 543.93 543.88 PS � TC TC 544.15 .. E 3 I r 544-FS - I II - I` �/ L I PS 3 x I E I I I 0 x 51 543.62 u I TC Y o I I TP X I /544.13 FS rI- - - - - Q a E 'M E/D, LLC I X , = 0 2 0 i 543.44 I v/ TC 5 r D-0 -04300 SF I� 544.11 FS X Et/ - h �x \ // ti L I/ 542.79 3 5' u X 542.56 2' TRANSITION a_ I TC 1 FLUSH CURB t ° 542.75 0 ° / TC X / . n 542.15 u Q :- I /542.22. CN w 0 I FS . _ ° 542.22 FS r I 542.21 541.65 542.14 o I X TC FS TC BC J c I c _I - ° I L x - - -541- - - C / I x 2' TRANSITION w / TO FLUSH CURB 0 L �' - 541.76 Sop r , 540.41 FS° 541.50 1 I �TW B x FS TC HP \ 544.02 _ FS ME \ \ \ TC 543.93 \ \ \` ETC ME \ \ 543.87 S \ \ \ TC S \ � Q. 543 TC PS TP �\ 544.10 54 on J DOWNSPOUT TO CONNECT TO 4" PVC PIPE - DISCHARGING THROUGH THE CURB PROPOSED ±2,325 SF CHIPOTLE 19 FF FIFE: 544.19 \ DOWNSPOUT TO CONNECT TO 4" PVC PIPE DISCHARGING THROUGH THE CURB PS �-� 544.15 - rr. PS 544.19 An 544.19 FS / / 543.44 PS3.39 542.18 / FS TC: 143.39 / 544.17- . - 4.71 % - FS / / D FS . :N p 543 / 543.29 P S FS 542 543.34 FS V) \ // 541.61 D // TC 1.85 �iJ1 I I VC T - - - - 0 j 0 0 S w 0 Q E I // 541.12 %� 0z I - X `en Q N 1 i I ° 1 Z 0.FS - cec cu Q ° FS \III --- - - - - - - - - L 17 535.94� 541.25 jw - _ BW L X TS _FS _ P41.16 c T SCREEN WALL TO FUNCTION AS - v RETAINING WALL IN THIS AREA== =TP Min1 = 1 0 °- o (TO BE DESIGNED BY OTHERS) SF 536.65 ,� CBW J .N RIP -RAP N 1 (TYP.) CONTRACTOR TO ENSURE Y o \ DRAINAGE AWAY FROM EX. 0 1 \� IN V = 535.85 WALL TOWARDS INLET v 0 0 c 0 \\ n s !\\ \ \\\\ -535- \\\�0.--- \ \ s Al - \ SAE w ° 0 5 4 E 32 n 0 o 531 o L 1 ~ O�i 540.77 i _ \ NORTHING: 3934162.06 /-EASTI N G: 11499733.44 S41 °1\7'30"W - 53.41 ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ SS \ \ \ \ \ \ \ \ \ \ \ \ N lhX � X \ G7� X II \ \ xl� \ II LIMITS OF DISTURBANCE (TYP): \S4, 0.30 AC. \ \ \ nno h / IfI / I 6 S�� I B IV 2 F / O NE CORNER OF D.I. ELEV=542.74 PS\�_ / \`� I IITOP=542.55 I CONTRACTOR TO INSTALL 24" TRAFFIC' RAFFI RATED I N V= 236.75 NYLOPLAST INLET AT PROPOSED GRADE AND REUSE II M EXISTING STORM PIPES SR2� II II \ TP / 541.15 c� TC E3 540.01 / P ME / VTIE TO EX. PAVEMENT 540.63 P ME J/IT 0v- - r \ ----_ 15RCP _ _ SHADE INDICATES LOCATION OF "STEEP / IP SLOPES -MANAGED" AS IDENTIFIED ON 7OP=539,6f ALBEMARLE COUNTY GIS (TYP.) � L-5.90 \ \ n \ c-2' CONCRETE CURB CUT -543.50 \ TC ME �� \ 543.34 �\ TC ME \ \ \ - �543.84 \ \ \ TC \ \ 543.29 \ \ \ TC ME S4 544.05 ? \ TC HP \ \ \ 11 GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION ME: MATCH EXISTING FF: FINISHED FLOOR ELEVATION HP: HIGH POINT VDOT STD. CG-2 ADA ACCESSIBLE ROUTE GRADING NOTES 1. ROOF DRAINS TO SPLASH ON GRADE. CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO STORM OUTFALL. 2. ADA ACCESSIBLE PARKING SPACES ARE SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 3. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 4. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF DISTURBANCE AND ENSURE POSITIVE DRAINAGE. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 SF 250 LF SILT FENCE X - X - X 3.07 IP ® 2 EA. INLET PROTECTION 3.31 6O ELAC TEMPORARY SEEDING 3.31 PS PS 0.1 AC. PERMANENT SEEDING 3.38 TP 140 LF TREE PROTECTION TP TP 0.30 AC. LIMITS OF DISTURBANCE -: PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 6. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 7. INSTALL FINAL LANDSCAPING AND PLANTINGS. 8. SITE CLEANUP/DEMOBILIZATION. GRAPHIC SCALE IN FEET 0 5 10 20 cn z O w o' o 0 N N U Q Z> vi o � z O U N 0 0 U 0 � O N 7 U Q z A o o Q Z ~ O of O N coJ � _ W Z Y O Jcr �0a _ Y o � r N Q Lo ro 0 N RYA PERKINyS LIC. No. 046565 ~ CD� U O O U w O O N Ncn Li oCD In a > o m > o _ Y CNI O J ¢ V w U 0 w ¢ V w _ Ul O O U 0 J z O Z 06 Z Q O O U Z a. _ Q 00z^ Z 0 W Cw G Q 01 W V UJ W z Lu I_LI 0- � LL LLLL 0 O 0LLI 1 ^ 1 Q W LLI U LL 0 O W J Q w w m z Q SHEET NUMBER CG-101 c N N O 0 Q C 0 c Lo T T Y 0 T a 0 L_ 3 N L 0 c 0 Q 0 0 T v Y T d 0 0 a �o z Q 1 � c r g N LO j o c N 3 o m o L n .3 c 1 c N E Q o J o `0 r C m o a w Q u I F o n O a E O � � O E O 0 = v 3 I v o' U U :D v V � m � n h � N - o > 3 s Y L 3 rl o Q E O c U O E N O a = a I � n m � Y v a E o 7 T y E 0 n ti C N N 0 V ai v a > L w 0 0 L � C N E 1 E J Z Q C J c 1 O r - O J - c L J C J v 0 a O v O � J � y O � L -O Y c 0 o m n n C v o � u n � 5 c � L 3 N �+ m L .v 0 0 C E J U O L Z ~ �4'1'oa O z 00 CO N I IN IO �EX. HYDRANT AVAILABLE FIRE FLOW. 1344 GPM �I f W-- - -- - ---- / SS SS - - SS \ \ r / s \ NORTHING: 3934162.06 \ \ 2 EASTING: 11499733.44 / EX. 4" WATERLINE L------_ W� / W T2__ S41°17'30"W 53.41' CONNECT TO EX. 4" WATERLINE WITH / 4" TAPPING SLEEVE AND VALVE 3 / TAP 2" DOMESTIC WATERLINE / INTO PROPOSED 4" PLUG I / 1.5" DOMESTIC WATER METER - - (2) 2" 22.5- HORIZONTAL BEND I PROPOSED LIGHT - POLE (TYP.) - NEW MARKET-HOLLYMEJD, LLC D.B. 5125 PG. 20 3 PARCEL ID: 03200-00-00�-04300 2" 45' HORIZONTAL BEND 1 92 TOTAL LF OF 2" SCH. 80 PVC DOMESTIC WATERLINE �n I � / I NORTHING: 3934123.19 / T . EASTING: 11499619.44klo _ _ S411°17'30"W --- -I _ 104.43' \ \ EX. SANITARY CONNECTION \ \ INV IN: 537.47 EX. 6" Ar- SEE BUILDING PLANS FOR DOMESTIC WATERLINE r� CONNECTION \ \ \ I \ \ \ \ \ \ B1 & B2 PROPOSED t2,325 SF SEE BUILDING PLANS FOR I CHIPOTLE SANITARY CONNECTION FFE: 544.1EX. 6" SANITARY 9 � SEWER LATERAL 2" 45' HORIZONTAL BEND 12 LF OF 4"PVC 02.31% © CO 1 RIM: 542.38 INV: 539.91 4" PVC NV) 18 LF OF t,5 41.0 4" PVC ® 2.31%'RIM CO 2 (TRAFFIC RATED) RIM: 541.15 INV. 539.50 4" PVC v ! IN 11 4 LFIIOF 54' 4" PVC 0 2.31% GT INV IN: 539.40 4" PVC - - - - - - - - - - - - RIP -RAP 1500 GALLON GREASE TRAP (TYP.) (SEE SHEET CU-501) INV = 535.85 NORTHING: 3933974. EASTING: 11499787. UTILITY QUANTITIES WATER QUANTITIES: 2" SCH. 80 PVC DOMESTIC WATERLINE 104 LF 1.5" DOMESTIC WATER METER 1 EA. 4" PLUG 1 EA. 2" 45° HORIZONTAL BEND 2 EA. 4" TAPPING SLEEVE AND VALVE 1 EA. SEWER QUANTITIES: 4" PVC SANITARY SEWER 111 LF 4" SANITARY SEWER CLEANOUT 5 EA. 1500 GALLON GREASE TRAP 1 EA. 12 LF OF PVC ® 3.49% \ \ - CO Sn n I \ \ \ "RIM: 542.64 / \ \ S S \ \ INV: 539.76 4" PVC I \ \ LOOP DETECTOR (TYP. OF 2) (SEE ARCH. PLANS) O BM #2 \ \ \ \ SS 19 LF OF NE CODRNER I \ \ p .4" PVC ® 3.49% '3 Lj� Ii ELEV=542.74 I TARGET CORPORATION \ \ \ \ \ D - CO(TRAFFIC RATED) FI ITOP. J D.B. 2896 PG. 171 \ \ RIM: 540.95 " / 55 =542 w PARCEL ID: 03200-00-00-043BO \ \ \ INV. 539.08 4" PVC \ p IIINV=236.75 N \ S$ CO 4 (TRAFFIC RATED) i RIM: 539.92 S$ INV IN: 538.67 4" PVC INV OUT: 538.50 EX. 6"� / I ZL L S 40 LF OF I CONNECT TO EX. 6" SANITARY SEWER LATERAL WITH TRAFFIC RCP RATED CLEANOUT. EX. INVERT IS AN APPROXIMATION BASED ON 6 LF OF 4" PVC ® 1.04%=SDP200300081 AS-BUILTS. CONTRACTOR TO CONFIRM LOCATION 4" PVC ® 1.04% AND INVERTS OF EX. LATERAL PRIOR F�=.Fr35.90 TO CONSTRUCTION GT 2 -INV: 539.15 4" PVC - - - - - - - _ SEMINOLE TRAIL SWBCORNER U. S. ROUTE 29 OF D.I. TOP=526.42 (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 TOP=526.18 INV IN=521.45 INV OUT=521.30 N A A 0 TOP=526.26 FL=520.40 g F NG: \\d,1,cpJ s�,,m SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 2 0 10 20 40 O,Q Ty UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. INSTALLATION OF A KNOX BOX IS REQUIRED. CONTRACTOR TO COORDINATE BOX LOCATION WITH THE FIRE MARSHAL'S OFFICE. 4. CONTRACTOR TO CONTACT ACSA 3 BUSINESS DAYS PRIOR TO SCHEDULING THE WATER UTILITY WORK. 5. THE PORTION OF THE EXISTING MAIN, TO BE ABANDONED, SHOULD BE DONE AFTER THE TAP IS MADE. LJ a 0 cn z 0 w 01 M N L N " U Q Z % O vi o LLJ F Z O Q U = N 0 U ib O U) N Of 7 U U) Z o o o Z N Q cO = Z U) U } Ir 7 O N co J � _ W Y Z O J _ L Y (' � J N � o } N Q N %le ro O N Im i RYA PERKINS LIC. No. 046565 02�0��2023 ~ CD O U w O O N Ncn � \ r } oCD cn a m o Q �_ \ o z W NO W CD z ¢ Y w Y ¢ v (U!l O O U J LIJ z Ii W J o0�/ LL O LL N� < Q _ LY LIJ U LL 0 O LLJ Q w m z Q SHEET NUMBER CU-101 N SANITARY SEWER PROFILE FROM BUILDING TO CO 4 0 0 N Q C O c 0 I v E 0 T a 0 0 0 3 v L N 0 0 0 0 T v Y T d c n J n Q 544 SEE BUILDING PLANS FOR SANITARY CONNECTION PROPOSED GRADE _ 540 12 LF OF 4"PVC ®2.31% 18 LF OF 4"PVC ®2.31% 536 4 LF OF 4" PVC ® 2.31% 1500 GALLON GREASE TRAP 534 (SEE THIS SHEET) 1 n+nn > a � U *< a > 21t ¢�00 IL M 0 . on, � Z 10 0 -m n - Lo 0W� N > LIDH = U 01 > a a uRK r> Inn -Z. U- - ILL �z amp ut N - n o:�> U � ? 556 U O a- w 548 � O UQ 00 N 6 n Co n LO of U N ? O M > >; 544 � z_I 6MLim \_4L'F OF 4'" PVC 01.04% EXISTING GRADE 536 6 LF OF 4" PVC 0 1.04% 534 11 +nn 0 � v 7 0 0 SANITARY SEWER PROFILE FROM BUILDING TO CO 3 n s 0 :J v N Y y � 3 no C Y 0 Y 3 Q E 6 v o v O N N To I u o 0 0 E m - E 0 o- = 0 1 0 w ° h `o h a n > N J 3 Y � 552 552 ca- > a `a a >LO H U 548 a 548 O m� ILL ILL a mo mZ LM LO OT O n 544 544 r 1 1 EXISTING GRADE 540 540 12 LF OF PROPOSED GRADE 4" PVC ® 3.49% 9 Lt 4" PVC ® 3.49% 536 536 534 534 Ln � Ln Ln Ln J L 3 Qi o 0 U � Lc O O v N 0 a � 0 E n Y w u v a N E L `o n w Eh C 0 V 0 � C V �= ti N T u; � 0 `0 n `o m .. C v n E Q N C 0 r N - o J - c v � L n � ZJ C N CAST IN Y PLACE 0 O °- COUPLING N O = J � N WATEF 0 TICK 0 GASKE Y c O n a v C �0 L 0 n � c � 5 � 3 L .v 0 0 J L 10+00 MATCH PROPOSED G 24" IRON 1 6" CAP BOLTED 1 15% OF D 6" 2 COATS APPROPRIATE INERT COATING FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER: Ryan Perkins, P.E. DATE: 2/8/2023 PROJECT NAME: Chipotle - Hollymead Town Center CALL. BY- RP TYPE OF CONSTRUCTION: NONCOMBUSTIBLE C-3 Class of Construction Coefficient = F: 0.8 GROUND FLOOR AREA: 2,325 OF STORIES 1 Total Floor Area=A, (effective area) 2,325 FIRE AREA CONSIDERED Construction Factor C, - 18 (F) (A,)0'5 Ci : 750 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 (Worst Case) Occupancy Factor - Oi : 1 ID/IIIT.YIICLxo.47.1►11ZK11) IL8to) 21CN:VICol ►1!1 114' 1 X,+P1- 0.00 X4+P4= X2+P2- X5+P5= X3+P3= X6+P6- (X+P), = 1.0 + E(Xi+Pi) _ (Max X +P) -1-75) 1.00 GRAPHIC SCALE IN FEET (n= NUMBER OF SIDES OF SUBJECT BUILDING) 0 20 40 80 NEEDED FIRE FLOW NFF - (C) (Oi) (X+P), NFF - 750 HORIZONTAL Automatic Sprinklers: NO Reduction Factor: 0% °%XNFF= - 0 8 TOTAL: 750 Required Fire Flow - Rounded: 750 gpm 4 Of Fire Hydrants Required*: 1 2 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT 0 SIGNATURE: P.E. ' COMMERCIAL AREA REQUIRES 350 FT. M {IMUM HOSE LAY References: NFF calculation procedure described in A.W.W A. M-31, I.S.O.'s 1980 Commercial Fire Rating Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. .9/94 MATCH PROPOSED GRADE PROVIDE BUTYL RUBBER SEALANT BETWEEN CASTING 24" OAST AND RISER (TYP.) IRON COVER ALL INLET AHD OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 8' FROM THE BOTTOM OF WE GREASE TRAP. ALL OLTED (TY .) TANK TAPERS TOP TO BOTTOM AND B TRAPEZOIDAL IN CROSS SECTION. 6" CAP FINISHED TANK IS WOO PSI CONCRETE-SIEEI. REINFORCED (O 28 CArs) CONCRETE CONFORMS TO XI (BOLTED) 318-16-4,5.1 AND 318-18-4.5.2. AGIN MI AND Al B5 GRADE -DIMENSION: 151' INIEMOR/ 163' EXTERIOR LENGTH x 72' INTERIOR/ Be EXTERIOR WIDTH NOTES 11 WHEN LOCATED IN DRIVEWAYS OR PAVED MFAS, GREASE TRAP TO BE DESMINED FOR APPROPRIATE LOAD BEARING NDITTONS. GREASE TRAP SHALL BE CAPABLE OF WITHSTANDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. ✓ARIES 3" A3 GREASE TRAP SHALL BE PROVIDED WITH GAS -TIGHT MANHOLE COVERS, IN ACCORDANCE In TT1'NSHIP STANDARD CIFlCATONS. _ 24• 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH rOOD PSI. IY 5) E IOR CONCRETE SURFACES BELOW GRADE SHALL HALVE 2 COATS OF COAL TAR EPDXY. SANITARY WATER 6) SPECIFlC SA DUAL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE TEE TIGHT AT A MINI ANT (BE M. THE JOINT SHALL BE SEALED WITH BIIIYI. RUBBER SEALANT (NEST SEAL %2 GASKET OR AP ROV THE JOINTS BE SEALED WITH NON -SHRINK OR APPROVED EOUrvACE AND WE EXTERIOR NA-EI J1- CROUT IN CONFORMPNCE WITH THE TOWNSHIP STANDARD GREASE TIYP DETAIL DO TA TRAP 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FlWNG FOR 24 Has. TO SONG, THEN TOPPED C1^ OFF, AND THEN WATCHED MR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON S BE BOLTED TO CONCRETE WITH MASTIC TAPE (KENT SEAL OR APPROVED EOUNALENT) SEALANT. 44" 9) MAOMUM EARTH COVER-5.0% HS-20 LOADING ., 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS. D = 39" TYPICALLY GREASE TRAP 1500 GALLON (2 COMPARTMENT) TANK 6" AASHTO #57 INE BEDDING ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) ACWWA Project Number Building address or number 109 COMMUNITY STREET F Residential or Non -Residential Non-Residential771 Pressure Zone at Project 65 (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) Toilet (flush valve) Urinal (wall or stall) Urinal (flush valve) Bidet Shower (single head) Sink (lavatory) Kitchen Sink Utility Sink Dishwasher Bathtub Clothes Washer 4 2 8 35 0 0 16 0 0 35 0 0 2 0 0 2.5 0 0 1.5 2 3 2.2 4 8.8 4 1 4 2 1 2 8 0 0 6 0 0 Hose connections (with 50 ft of hose) 0 3/4 in. 12 2 24 Miscellaneous Bedpan washers 10 0 0 Drinking fountains 2 0 0 Dental units 2 0 0 Combined Fixture Value 49.8 Demand (gpm) 44 Pressure Adjustment Factor 1.05 Total Adjusted demand (gpm) 46.2 Required ACWWA Meter Size 1 1l2" (a] METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 5'0' 318, 2' 3'1' S'0' 'B' 3' 5' MIN, 4' 5' MIN, 12' MIN, GREATER THAN 4 PROPOSALS WILL BE SUBMITTED. B DOOR HINGES ----- ----- ------I I11I 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 Z_ a Z N N WATER 2500 P.S.I. CONCRETE THRUST BLOCK d' •'.. r. .• •y: L. cr) z r` O > 7 _ ! O � _� ••• 44' MIN. LLI Br� - 16" MIN. " MIN. 4 17.5" .a Y. a SIDE VIEW 60" • - I z 75' DIAMETER DRILLED IDLE FOR TOUCH READ )NITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH 36 0 N :a ' U Q a ' •"• Z > ' 18 MIN. O on0 . • '✓ 37" MIN. •' i U = ON U N Cc O G h U •. Q Z • A 0 UO r af 0 12" MIN. WINGNUT LOCKING ASSEMBLY '.•. '�` Q N Lo ? U i QD �o�LJ BYPASS = . . 0 y bi Ld - Y 1n NOTES: o r 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". O 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 %ke N WATER PROOFING COMPOUND. PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� . n • ?d .. � G /' as// d d .l- d ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG, W-7B TD-15 i E 1 45' 1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CUIND. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1 /4 1 1.83 1 2.33 1 2.84 1 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPICAL GATE VALVE ALL THRUST BLOCKS. Nrs CONCRETE THRUST BLOCKS FIG. W-5 NTS FIG. W-3 TD-3 TD-9 I RYA PERKINIS LIC. No. 046565 02/O`�/2023 , ~ CD U O U V O O O N v H\ on > > a- Q (n a W m 0� Q 0o \ o Z o W W CD Z ¢ Y w 1 0 ¢ N (U!l O O U J W J J. W z r ��� 0L UJ LL 0 LL ..� OLU tY a- LLI UJ U 12- n/ LL Z 0 O W J Q W w m Z Q SHEET NUMBER CU-501 6 C *Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall a not exceed one half footcandle.* C ° 0 T E Y 0 T L ° ° L_ 3 N L 0 L N o , i o I € + - - II /+ 1 Y 0.1\� 0.1.1 0.2 0.2 0.4 0.5 0 9 / �1.2 l.d 2.1/ 2.41 1.9 1.4 1.1 0.8 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 I Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.12 0.3 0.0 N.A. N.A. Parking Lot & Drive Illuminance Fc 3.58 8.1 0.7 5.11 11.57 Luminaire Schedule Symbol Label LLF Lum. Lumens [MANUFAC] Description MR3 1.000 17433 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-W-80LED-525mA-WW M R4-HS 1.000 13328 U.S. ARCHITECTURAL LIGHTING RZR-PLED-IV-FT-80LED-525mA-WW-HS FWM3 1.000 11453 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-III-W-40LED-700mA-WW ElWM4 1.000 11153 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-IV-FT-40LED-700mA-WW 4 EXISTING POLE 1.000 8991 TRACE-LITE TL106-HPS-150 12) EXISTING GOOSEKNECK 1.000 8991 TRACE-LITE TL106-HPS-150 o------+ 1+ L T�p I + +o 0.1 0.1 I0.1 10.1 0.2 0 2/�.A 0.6 1.0 1.6 2. /Q':i.1 3.e1 3.0 ,2 7,1.17136' 1.0 0.604 034 0.3 0.2 �B� 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Prepared by: a o \ I 1 / V _ _1 44 LIGHTING VIRGINIA CENTRAL Q ! k / + EXISTING + 40OG-2 Southlake Blvd. 1 0.1 1t.'f 0.2 0.3 0.4 0.7 1.6 2.1 3.1 5.3 6 2.2 8 0.5 0.4 0.3 2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 GbOSEkNE'C4� -4-15 a Richmond, VA 23236 Z 0---- IT -----I+ + '�i// INGZ�pOSEKNE + Tel: 804-379-7777 = 0 1 0.1 0.1 0.1 0.1 0.2 0.3 0.9 0.7 2.4 3 6.8 ° 0.5 ��k.4 .3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 J -1 w m a Io www.lightingvirginia.com L / '0------A,i--0-1- --�. ' 0.2-113 0.9 .6 1.2 1.9 3. 4 5 6 01 7.31 7.8 6.9 7.3 5. 2. .9 0.5 .5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 MH = mounting height in FEET / P NOTES: 0.1 0.1// 0.1 0.1 0.2 0.2 0.�9- + 1 0 -1.5 2. - 2 8 3.8 .0 6. 6.5 6.4 6.1 4. 2. .0 t.7 + .7 + 5 0.4 0.3 0.3 0.2 N / - - - - / �rn / 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA 0 / + + + + + + '\ + + + + CENTRAL ADAMS PARNELL LLC. ° / 0.1 P.1 0.1 0.1 0.2 0.2 0.3 0. 1. 1.9 2 3.0 3.8 4. 4.8� 4.6 4.4 3.8 2.4 1.1 2.9 1.1 0.9 0.7 0.5 0.3 0.2 / / + \ 2. HE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN ° L----4_1i _ 0.1 - 0.1 -0_1- 0.2 0.2 0.3 0.4 0 9 .7 2.0 .1 .0 2.7 3.1 3.0 3.3\\3.2 2 .5 2 2 2,4 2.9 2.3 2.0 1.2 0. 0.4 0.3 THELUMINAIRESCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT --- / / S41'17'30'W --- 53.41' , 4_5r RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED r / + I - * - - \ \* - PHOTOMETRIC LAYOUTS PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY C / �0.0 0.1 0.1 0.1 0.1 0.2 0.2 2.1 2.4 .0 2.8 3. 2.7 ..l 2. 3.2 4.7 6.5 5.0 .0 1.6 0.9 0.5 0.3 a v / / L - - - - 1 \ OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 0.0 0.1 0.1 0.1 0.1 0.2 0.2 I 10.3 .1 2.6 2.9 .2 1 7 \ .° 3. 2. 2.6 \ 8.1 16.3 EA(STIN+G• 0P0122E0 0.9 0.5 0.4 ° �, / 1 - \ MH: 15 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY a p j o \ \ \* AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS ORIENTATION a 0.0 0.0 0.1 0.1 0.1 0.1 0.2 I 0. 1.7 4.1 3.7 .4 .1 i.3 7 3.4 �. 2.9 8.8 18.7 1y.0 .7 2.1 1.0 0.6 0.4 i o E I \ \ \ MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE E o - I + \ ® \� PROJECT. 0.0 0.0 0.1 0.1 0.1 0.1 0.2 4.3 6.2 _ 5.0_ .8 3 WM 4*.4 4.9 3.9 3. .9 5.8 �7.7 6.2 .5 1�9 1.0 0.6 0.4 _ I MH: 15 \ \ \ \ \ 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO I ® I p \ w + + + + + + + + + + + + +\ + + + + \ + 0.0 0.0 0.0 0.1 0.1 0.1 0. ( 0 1 91.0 6.0 .1 .4 .2 7 9 6.0 4.1 .0 3.6 4.9� \3.6 9 8 1 0 0.6 \ \0.4 LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE �] R3 \ \ \ MAY AFFECT FIELD RESULTS. y o NEW MARKET- 0OLLYMEAD, LLC � MH: 15 PR POS 32 25SF \ \ + \ \ \ a 0.0 0.0 0 0.1 0.2 2.1 9.1 8.9 5.8 .0 9 CH OT 9 M- 6.5 5.1 4.0 2 3.0 .4 \ 0 0.6 0.4 \\\ 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE D.f�: 512�''G. 01>7�9 PARCEL ID: 03200-00-00-04300 ® H: 15 \ \ \ \ OWNER'S REPRESENTATIVE. > 3 + + + + + + + + + + + + + + + + + + + + \ �r + j w o.0 0.0 0.0 0.0 0.1 0.1 0.2 1 5.6 4.5 .6 5 2 3.2 .1 3. 12 1.9 1.1 0.`6 \ 0.4 GIs � \ \ 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE r s I- \ \ DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR r o 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0. 1. 3.5 3. 1 9WM3 .3 4 0 4.2 .1 8.5 12.5 8.9 2.0 1.0 0.6 0.4 \\\ PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. _I m MH: 15 \ \ 0.0 0.0 0.0 0.0 0.1 0.1 0.2 +.� 5 3.2 4.1 .2 7. 6.6 4. .6 3 4 .9 6.6 's.e .4 •� •�XI2R�IGS�OL�•o 1.0 0.6 0.4 \\7.. NO LIGHT FIXTURES ARE PROPOSED ABOVE THE METAL TUBE WALL FEATURE ON THE BUILDING. E ° U C MH: 15 + + + + + + + + + + + + + +1 + + + + 0 . 0.0 0.0 0.0 0.0 0.1 0.1 0.3 .5 3.1 4.1 4. 5 6 5.2 3.9 2. 2.7 2 2.2 8 7.0 5.8 .� 10.3 7.8 �.9 1.8 0.9 0.5 0.4 r 0 FL a + + + +HS + + L4 E o 0.0 0.0 0.0 0.1 0.1 0.2 0.4 .7 .3 2 .8 3.3 3.4 3.2 2.6 2.0 1.9 2 :2.A 7.1 6.9 +5.4 .6 5.8 3.9 jJ 1. 0. 0.5 0.3 Y u II 0' N a s 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0. 0.8 1.7 1.7 11. .2 1.2 1 6. 4.9 .7 2.9 + 2.3 1.8 i > 1.0 0.6 0.4 0.3 E IL 9�! X 0 / T 0.0 0.0 0.0 0.1 0.1 0.1 0.2 +.3-�:4 +-+. -+. --6--0-5-� 0.5 0.7 .6I 5.1 4.2 3.1 2�2 1.3 1.0 0.6 0.4 0.3 0.2 �C 1 ti+ + + + + + + + + + + + + + + + ..,�' + + + + + + + + + v .------------I-0- .._0__b_0 I-0--0_L-D-1-1-1- 0.1 0.2 0.2 0.3 0.3 0.3 0.30 -0. 0.5- � 3.3 2.7 2. 1.6 0.9 0.6 .5 0.4 0.3 0.2 0.2 N RIP -RAP y (TYP.) + + + + + + + + + + + + + + + + + + + + + u; 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0. 2 �\0.3 }.0 �0.5 0.4 P.3 0.3 0.2 0.2 0.2 T > 1 - - _ L N + + + + + + + + j + + + + + + ° `0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0W 0:� 0.1 0.1 Q ^ ' (0.1 0.1 0.1 0. 0.3 0.4 0.3 0.3 0.2 .2 0.2 0.2 0.1 0.1 E 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 V0 . TWIT.1 0+.1 0.1 0.2 0.2 0.2 0+.2 0.2 010.2 0.2 0.1 0.1 0.1 0.1 �I z Q N J 1 C + + + + + + + + + + + + + 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 _; 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 z o o.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o S"Q;gyjjpLL.o T��ILb.o b.l b.l '0.1 0.1 0.1 o.i o 0.1 0.1 1 0.1 0.1 0.1 0.1 U. S. ROUTE 29 v (VARIABLE WIDTH R/W) SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" J "w AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) a 0 m O � J � y O � L U Y C ° 0 m n n C 0 0 0 Y° n ° L � L 3 N L .v 0 0 C E 7] J ° ° L Z ~ GRAPHIC SCALE IN FEET 2 0 10 20 40 O,Q Ty Cn Z 0 w Q' o 0 N LN U Q Z> 0 vi o LLJ Z a o U � O Naf 7 U Q z 00 o Z N Q c0 = Z U) O } Of O N c0 J � _ W Y Z O _ J d Y 0 � J N � O } N Q OO _ N �Ie ro O N U U O 0 O Ln n N� O O U N vLn H\ > } d Q CD < a m m m Q �_ o \ o z o W W z ¢ Y w Y 0CD ¢ 0 (U!l O O U Z Q n � V `Z_ 1 r2 V J LU z Y N� W J o0�/ LL O LL NL Q < _ LY W U LL 0 U Q U W J `J\ Q w w m Z Q SHEET NUMBER CL-101 C vi O O N m Q 0 1 T T N E Y O L 0 D L 3 L m U LZ 0 0 O AT I O T L Y _3 10 C J Q O 2 1) O m U O U z C = C C O J O N `D n 1 D J 0 J C EST m N y ED 3 L Y) J C O L �) _, Q C J I AD 0 O O o E M ED n Q C O 0 u ED C 7 O O OR L I `) 0. D O O O m E E v C O O O m UI Z) 3 D w ::) W NV no h m 7 O O N > n m J 3 -) 3f - L J u L z1 3 Q O E p, O U U C U O O I W O m a E Y GL u a OR E m ­Cn o r) T - O U Or h U N C v , m Z) N U I O J U L m B w 0) O 1 C n m J E Q I - y 1) C 2 C D 0 z . _ O = c D . M J N L D ­0 n OR J C J M .. v a O W O C J DO W O � L U Y C O 0) m n a N S, O C m O L O n m S C 0) Y 3 N . N n L O O (7 W � E n D � O m � O L 1 ~ Joo name: LIGHTING 109 Community West Site IRGINIA SOLID STATE AREA LIGHTING m ECTNAME BAZAR SERIES -LED ��T S P E C I F I C A T I O N S OPRCALHOUSING He cast low wooer aluminum A956 OXIDE; <0.2% m Heavy PP fay Ppoo( M CP. ARE wtiM1 Intoggrl ceolin flm.ThUS O 'cal Pon, mounting MY surface 19 milled fief ((Surface variance <<nz .002') o facilitate Mermallmnsierofluai ioWusin oWtl lie lns.5olWd Mer g 9 wall se tales o .= and ents am coin ted to cag optical ne P a antl a lc Minimum compartments are integrated to create one vsaembly. Minimum wall thickness ls.188'. ELECTRICAL HOUSING w/lN MMDARM Heavy Cast law Copper alumriinnum (A356 alloy: <0.2% copper) z blVmenf antl a flat elurface on the tolp of Me mearm aompar accommodate a photocell receptacle. Solid barrier wall separates mpam parates optical and electrical codml The optical pvrimenf and .1.c al compartment w Me integrod supppport arm combine to creole one amembly. Mlnlmum wall Mlcknese IB .188 Cost and hinged laver assembly cover is integrated with wiring CWnpanhmt cover. PLarOmICS Emittark LED's are ino don a meal core PCB rlei with each emitter located on a pperlhemal transfer pad ar enclosed by an LED refractor. LED optics completely seal each Individual 0mliter to meat an IP66 rating. In 0SymmNm1C d4td"OM a (MODEM:RZRM.M.RZRG&RZR-MAE•) mbroiefiecbr inside Me mtrocor retllrecN th house side emR w output toards the ere side and functions as a house side enlelaln9 element. Refrctora are In ibn mottled IT 2 acrylic E h LED tract letl 1 itre 'tt tl l R3 PATENTPENDING ac re or Is sea o over an emI era an a. rehctoN are retalnetl on aluminum flame, one Panel. or 1 groupoi Panels in lumbn have the Rome al�caipanelsa W refractors produce sfahar siteeareaOptical Ponels are field replaceable and field rotatable I.W- Increments. LED DRIVER(S) 1 Constant current electronic with a power factor of 5.90 and a RZR-G minimum oWmtingfe Wmlure of-0O°F/-WwC.Drlver(s) Is/are Ul anticUog Lrecnized and mounted climb* against th EleComl c ' T Housing b ocllttao thermal transfer, held down by unlvenal � ° clamgWWt ollNoteeoWmmoval.IMlret ramiirmlbimC t(oallsate want dabberat an andopiicolor 6011 J]ebh T dlon.. muTab1�1driver Is20. 6roHDlive 3hasamnlrmum of 3KVlM .VI aUdBbn,LuminSUPPIMwIM 2aVsuge Poor Na.aM• ff> Mtio 4ccessi 'aw. LED EMITTERS Hlpph output LED's are utllbed with drive currents innging ham to a 350mA 1050mA. JDCRI Minimum. LED's are available in standard NeulrlwhIM(4WD , or opibnal COd Whife(5WDKTor Warm White SOWK. Consult broth Mo tlom. aw P RZR & RZRM { � i AMBER LED's PCl1 PM1w hor Conv d Amber LED's utilize nos hors to P P P PGA coloro output elmilario LIPS lamps have. sl btput M up P P q RZR-MAF* T in Me blue speclWl bandwidth. TM (Tre Amber) L€DY utilize ° material that emits light In the amber spectral bandwidth only wahauf the use of pllosphm. FINISH Electrostaticall a plied TGICP rPovAerCmton.ubdrofe WI .Neste are .red withsp at ewerwash n140°F. Four amp metlla Most nd Iron WKII Cole, pretreatment for wsanprotectionr and polo} atlM1esion.4m°F bake Far maximum M1aWness and tlurobility. MASTARM FITTER/ELECTRICAL HOUSING Re laces P sbndaM Elescrical Housing. FOR Maud 2 9 8' O.D. 9 / FIXTURE I A I ■ 0 0 [ER-B _ .an a._ 1. SEE use• sera° m Are' AS. RZRM RZR.MAf horizontal tenonTwo (2) straps with two (2) WN each enclrole 'DEC PENDING u oP 7]M the lower half of the tenon. Upper half M the anm rests m a lf-cenfenng steps Mar Position the angle of that luminalre aE 0i 41.5', A.5 or 13' up from the horizontal. All hardware is stainless Heel, ol)Ia 2020240 M,.p�mmUs. Architectural Lighting x` . ©® Sub.Mdby I-Mra larphzeCerfrSl Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,ii LIGHTING 109 Community West Site HS-PLED R4-HS V IRGINIA Notes: LV-CENTPALR135383 RAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.i) ApPrmOtlmOPaw Am n, W`rt�,arMm) 4000K 3NMW 5'clnW ] laSpNL Wtl& Umex IW . . . IYD W. prow .norm Hw . W,wla .ft. re BE aal 9 Or SOM ,tm 53 655] IW BI BT] 19k 4145 :M19] 11� M M53 1® W ,6-. IM Ira Im1] _411 16 12tln Za I IN 1]Yd 2W •B V it. 7 I ,at le]36 1- RI- 4m MS ]aim W T.la 1. RW I IW ]A&0 4W I a0 Ill. 9& I 3W NSA ,Zff _ran MW3 96- Lm3�EN5- YMEFl*NS- L]° S 8vereM COUM WURCE aeWKCCI .A. .A CCT 1HAN ON) IEMP.w WATn WLTS INFU]AMPS 24 UFO R4 PLH1"Optical am- 3.133- 9.aW- W ,W. �m 3°F M 120 Gas MMUM-350mA 3.1M 9595 9.973 277 arm 24 M 24 PLW OWN, 4]11- 4475- 4w]- WAXOR .201 4R 12D D.3a Muse-Yl5. 5A05 4135 5.675 277 01s 24 MD 24P1m'Opllml am- 4722- 4324- WI0. -WE BE 1» DAS MO -7Wa 6,911 as65 7,M 277 0.20 Up .How., 8.I71- ].]62- B.»-WWR. Sol BR 120 R24 0 Mu.-Ia. 9.375A906 9.m R 068D a MD W P opflml Wm- t5 - seM- W°�* -10'i m MMuk-m5 44D9 aa80 a729 i]»] M17 a MO AD PLE ptical &DW- ].696- a462- W,W9. _201 W 1RD 20 OSS MMub-SRSmA 9.2m B.]86 Sister 0for 40 MD 40 P1H1°Op1M� 1&RAO- 9I - MOM- W,D%l. -RFPF 87 1» 0I3 WdW-]WmA IL]49 11.162 12.337 277 032 aMO mPLID'Opll,nl 13,642- 12.960- 14.334- W,pU. _201 In 120 I.1R MMuk-10s0M iDIM EUGO ,A. 277 DA9 a MD 4BPlm•OpIkN 4362- 6,234- Am- WA». -WE 53 1» DA6 MWIM-m5 ],Sin 7,10 7.909 277 0.m a LIED 48NL'ool l c330- &86a- 9.]9]- W.M. _201 ]9W1RD OSB Mule-5R5. ISLAM IQ170 1". R]] .. 9 M LED 40PLA`Oplka I1.735- 11,14- IZ322. WIa Gyp IRA 1» us M .-J . 13A64 IBM Train 277 us 48 IF0 mPlHl•Opfkal 149W- 15,512- 1],l]8- 6p,0.tl. -201IW 1» ISOMWuk-10s 18.771 17,832 19709 R]) O.aB R» 30 Up WPLID'OplNzl imm- imm- )1.365- W.D». -»°F 116 1» Ol M°arb-M. Iz419 film I&ON 277 Gas N MD wP OW.1 IaW7- l4M- 16.366- W,D». -»°F IN 120 110 MMula SRSmA ,BBB IBM 1&)]8 2)] DAB m USED fis ®.pima) 19,]6]- 1a779- 21I Am. -m'F 174 1» I.65 Modub-I.. am 21.546 MIS14 a] ON e0 Up ED ID Optical 24255- 24,942- 27.568- a.m. 30°F »] 120 222 MWu6-1050. 30,, M618 31.4T0 97 0.96 00 MD »PlID'OpXey 1OMIT- Ia4W- 11An- WWD. -»1 87 1» M75 Klx)UB-3aMIA 12561 ?I'm 136192 277 DOW 80 LED WPLm`Optkal 15,]35- Iowa- 16,522- MODE` -.1 1. 1» 1,10 MNWe-525MA 1&O5a 17.1sl 18.957 271 046 80 LED »Plm"OOR01 M074- 19an- m.0]8- W,LN. -201 174 1» 1A5 MWJ*-)D3mA 23,032 RI,MI MIN 27M Dd3 80 LED W.0.U. _201266 120 222 gUOu'.a-1=nN 31,725 M139 3,311 277 0.9e D°S•ARCiirrECTURAL U.S. Architectural Lighting =�m�'=GW wenj mil © m® S.b.i d W L M M ink-CenUel Catalog Number: RZR-W1VI2-PLED-III-W­40LE0- Type: •OR. Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM3 V IRGINIA Notes'. LV-CEN R Ul3W93 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOVRCE I.., IN. INITIAL We. LUMENS- LUMENS- DO Rfl STARTING SYBIEM MAX CWM TYPE SOVRCE eager MK R G /,WJK 1MW OI}1MRI RMR WATTS VIXT3 INMIrAMPB 20 RD »PLEl lMal SUM- z1N- REM- WWO. WE » 1» 0.N MMUM-3EOnrA S]B9 8 M57 277 IT 0 20 u0 mPIED•optl,pl SUM - am-9Sp8- W,D». -201 aIra 0.3a MMub-525 a m s.ml Am 277 0.15 20 LED OPLED'OPlkal "it- & - 0.51]- LOA -RPF m REST MOM Module-»OmA 4.9m 0.805 DOW 277 0,m m LED »PLED-Opll,wl 5,]W- 5.e75- 5.99]- W,WD. -Ra'F M 120 ON Modub-lO a. 5,61 6.622 277 0.30 Oe .a werwa p1IwI A. - A.- OF.- . . Gal m lm ..N samers-9°Amle a6M 0.0N 5.713 9) 0.17 W IED REM.-»-F M 00.24 Modult-5R5°MmAI ).SW 4881 Goal 277 a Up mPLEo- OpMml tm- ]a24- 9A34- W.W9. 3RP 87 Ira 0.73 MMub-IWm/. 9,m eb18 100M 277 0.ED 40 ED m oP al ]DIM 118M- W00. -»F TELL 1» 1.12 ,n.594- RMOw-lMzvazn.nEllm 77 0A9 W MD AsPLEO• 750R- ]M- mW -RO•F a Iin See Moo TV&368 7326 U70 277 ma, W LED WPLED'Oo.1 10.570- Ill 108Ra- am". 30°F W I 0BE MMub-5R5m90 A 11.7ul IZD74 277 0.30 N MD WrlEo- OpRml 1I=- 11.65- )am- 6a,OW. 3 131 in o.a MWub-IWm,T 14)W 1293 15116 277 IFSe W nD WPLEO°oo.l 1].391- 1&Rm- 1].810- W,O»n -20°F I" 1R0 1.31 MMUN-IOSaM 19,398 14983 19,866 27] .0 NOTFB: 1. M ,1"..NUplNde.r..bm �w -"..-l. a. lamed... DID MaS.. wry.... 05hldulbn type S SPlemWaW npuMlre cure,. rams dl dfawmpcnene. AMwl- cYJMwN°enlbpo .MaMcanacrwnk, B Lwo*-ANl mute Lm S,-Colwb6l-]4®m,. = ..,. w)JNNm:.1.w.-O IlbaIm. WMbvdm'Y,axe MMgINMt9fN.rLL'INbrbna ..,nm.dupl INLay M. Gc°Y,ulad. aimwWMRIMN.lwedda1RR.@waN6wq ' Ives W]Um.,.YamNFDblremwmutlmQ A pram Wamnc ..m.waNewmvldMah«mnPv.a.. a]Wwwlua Rctl CaelAUmlbla,�r -NAME. M,]aaa9-IMZI.... feu worn-Camaal Sw Wm]Wm .,a.,. U.S. Architectural Lighting � m-0 ,v-P © U.S.ARCHITECTURAL =® buDmiuS On: Oct Index SvbmlllW by Lighting Virginia cemnl lCartalog Number: RZR-PLEDd I-W-SOLED-525MA-NW- Type: Job Name: ,a•w. LIGHTING 109 Community West Site XX R3 xw� N)A NOTES: Ltl-cEMmE2VFIGHT BAZAR SERIES -LED IIIIIIIIIIIIIIIIIIIIIIIi WALLMOUNT PLEDMODULES i Rnalq.pa.07d REREPAv0.67 CAST ALUMINUM ARM AND WALL Avoinkpi01 1H.Imbkm BRAG IT PROVIDED WITH F H BWLTmISS 1m1E0 oduleM M m 00 LEO Module Mm SOLED Module ipi4Rf ISUPPIY W IRE CONNECTION. LYWW CONNECTION, 120lFa Matlule WALL PLATE POLE DRILLING TEMPLATE T n...1 1 ead ° "�R11 waaw6r con ua RDS,E AE erin Ava,l b in pk: 4elmMadUO Min 40 LW Module Ylnous m-pA„IDmu IfINMa8 S9er:/OICB, fnall 1011SIWV/EIA[p700miU C97/277/PAL-E019-S • ■ • MODEI OPNwl END IJgDE VOLTAGE RMSM WIIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO line W.CMe6N1 COLOR 81A. R3RG Ie.1P-COI IFk1MdO PH19N ❑.4 ❑m.r PHwI ® ❑INUD ❑3 A ❑NSY IMMk) ❑ISO ❑NACK ❑ Nedury DNAMNGIOR s,. ❑ s23mA ❑ m RUA1Ml N¢MYMH11lMOK OR KNNrtGPATMWO OFNE.H. Now ❑ »uD ❑CW(w K) ❑ WHITE aB4CR. w PLEwFFIR ❑ meth' ❑WW(»ink) ❑ 2W RAl4WlT ❑mL ❑ p ❑71 .e MmW+ N ro ❑ 1051kn.Es Rm a77 ❑ ❑ GFF' RY-7Wat MDSMESHaD Nbfl» PLEN I w^-O--❑ 34] ❑ NRIOCal.vIXTADE ❑RmMRE• ❑Wlfb ❑•p LIXNAaf.FCl'AN).,K O.Va Om aMEo NFDIIFM ® ❑ 6M401M ❑1WMLm ADDED RFC®I MY Ira ❑G ❑ M Y O HEWFW P3 PLEASE IVTIfaD61 ❑]9N1wM19CK O Nm»OR $PE(RFY 9EcwrACLFaav m] ❑IlOIM _ ❑PLFD(V.. ® ❑BERM � .T ❑cGiinH .BLED PCA ° (I".. ON. MAIL Ff ❑ nmW ® ❑ z41F0 O M PMB'A• LWO'rm ❑ DOUBLE FUSE (al kry'ad) M -,.a.w ❑ mel. PLEwVOea..� Ra•w weamnm, u ❑518WWMW p P,Y wmwmwllm) T New . ware wwc M an PLfDYieM ,.m.,,a.waw.are mL G„er,eu.r ❑ »40BMOmNSENEFi ❑ME V.. CpiIGIPAIM _ M le PMMY4GW. U S. Archlt¢Cturul Lighting �-.� ....'i-m © U.S.ARCHITECTURAL �® SuRdMzd by Lighting M Ink-Csneel Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,i LIGHTING 109 Community West Site HS-PLED R4-HS V IRGINIA I Notes: PAY LV-CENIMLRI Islas RAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.2) IN. INmAL INITIAL LED POUNCE LUMENS- LUMENS LUMENS L70 WEMER STARTING evil MAX COUNT TYPE 3WRCE .COI ..K COT TN Carr 1NAN MAI TEMP WATTS VOL13 INFLURTAIMPOR in IN 1»PLED°OI]N0a1 14211- 15ACO- 17.02I- W,W3. -20°F ISO lm LearM1UWk-3WmA 1&6W 17.669 19,SM 277 D A6 ISO LED 1»PLEWOpticaI =.I.- 21W6- 24.112- 60,003, 201 192 12D IN MWuk-525m4 24565 moo 27,894 277 GOD in MD 1»PLm'Opllml mAN- 23.953- 3pA95- CO• - F 2W lm 117 MMUM-IW 33.760 31072 %,4m 277 0.94 In UiD 120PLED•Opxcal m.350- a&933- 42.368- a.WA -201 398 120 393 MMUM-1050- 44296 43,981 48,611 277 IA3 NOTES;;.Mo.InP-1 Nmeb06U=Pmzlddm,,--N .srsxna---D. ,ameawl Lies br LEO Moaales.I.-NlryllargItNbnrl{e. 0%EDa,rW ap»an016aMXn WRardlmrlrad95, ssY wsa MTamdaeIM.a„wwm,.tamtauan,mm Fwe'ecTonlcaarermro t,F LLOmnEvaOlyalarAon uea.+PrrepmMFgW MUr Lrmlmin. era: 5ungsupprasuriX.re-,IdnN olpModebwvb.M1. VO(I DAB-TM4, N ITINIPPINJ w lrlc. Allnwxm.mrwraa ,n.ia ,nawnrmnremmlamlam®winexnlwrmE.mlancm,lM d,®mmR.,nn®Iwrrl- lMur, U.S. Architectural Lighting ��m®...".= © ARCHI® ywe LIGHTING VINROINIA Site SOLID STATE AREA LIGHTING RAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPRCALHOUSING Heavy..e few copperaluminum (A356 alloy: @,2%Copper) assembly with Integral cooling fins. The Optical Panel punting surface k milled Boa (surface vaaarre <a.aD3� to facllttatethermal tmnsor of heatto houslrg and cooling re. The Optical Housing bolts to the Elecrinki Housing forming a unified amembty.Me minimum wall Mlaknem Is.188'. ELECIRICALHOUSING Heavy cast low wpperaluminum (A355 alloy', A.2%copper) assembly. Minimum Wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface aver a messed )-box. Electrcal Homing anctrors on Me op edge of Me Mounting Hao and sbinbss steel recessetl socket head screws fight. the Electrical Housing to Me Mounting Pate ham Ma boHom. P OPTICALnMreODUUS Emlhn LED'. a meal core PCB anal with myetl on p each emitter boated on a copper thermal tmnster and PPs Pod enclosed by an LED refr ONE, a asymmetric diatriMaio e havee micside mitten Inside thewards t which et side and house nixie emitter output towards the street aide oh tunctlons as o house she Shielding element. Retractors are Injection molded H12 acrylic, Even LED refractor is Zeabd o the PCB over an emitter and all retractors are refalnetl by as aluminum frame. My one Pocel. or group of Ponels in a Luminaires, have the acme optical Pattern. LED refractors produce Type II.111, antl Type IV use/.rev di.MbuH . a. well as Other Som li asymmetric distribution. Panels are Bald replaceable and Said rotatable In 90' increment.. LED DRIVER(S) Co rstanfcunenfeleolrorric with a powerfactorof EM and a minimum operating omperaiure of JO'C/-22'F Drive,(,) Is/are UL and OUR, recognized and mounted to a driver assembly plan that has slotted hales to facilitate ease of assembly remaWl fOridure Insialotlon. Quick dIsconnecra for Incoming power and apfical assembly Power are provided Drivers ... Golan Input of 120-27IV 50/60Hz antl uilhim 410V dimming. 3471A-0BOV, 50I also available on some models. Surge protector supplied far field bsta latlon at the most conveniaMlysewic blelocafion. LED EMMERS High O,Ilput LED'c Ore utilized with drive mrrenta ron8ingg from 350mA b 1 C50mA. JDCRI Minimum. IED's are ova 1= in standard Neutral WM1lte 4000K), O, Optional Cool White (SWOK)orYyarm While (30 ,Consult Fadorybrofher LED options. AMBER LED'S INCA (Phosphor Converted Amber) LED', usliza phosphn to create color output similar to UPS lamps and true a .light output In Me blue spectral bandwidth. TM (rrm Amber) LED's utilize material that emits light In the amber spectral bandwidth onlywithou(the use of phosphors. FINISH Elemmsfallcally applied TGIC Polyester powder Coat on aube.fe prepared wltl120 PSI power wpsh of 140°F.rour slap metlla blast and Iron phosphate pretreatment for protection and point adhesion. 4m°F bake or maximum hardness and durability. PRO3ECTTVPE WM4 wWW BI RZR-W M 1 PATENTMNDING I RZR-WM2 PATENTnNDING 3c-.ti j,. �N s. sI! IaMR ■ c MNMa Id,,.°e AS RZR-WM3 PATENTPENDING S.-Ira- I 2018002 U.S. Architectural Lighting .l..m.� -.,,w ®r, © �® submmeaIN, UahftM ink-O l lCartalog Number: RZR-PLED-III-W-SOLED-525MA-NW- Type: • Job Name: LIGHTING 109 Community West Site XX R3 V IRGINIA Notes: LV-CENIRAL21353B3 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg,)) AWro,dmote Avem?e Wm -4000K ,-mddana anduaMMaw, Ssmw s26n.A Jaam 1D50TLM MPE H'1amF xIW map we EB &a W fl Path a AND 01 BT/3 115 AS m sin 1a we MM 19 . IaPS ne TAX lam, & BE Y Flaw ire m now 131 16 ,. pie 1M IF368 aW M BJ IIaY )� I31 16]]B .� 1J4 R195 !m m5 a81W Use 1a, 1. °/50 Pad 21&a 4'A YO etas Kt Aft AND ,W - WMa- NMAL INITIAL. L-. No m A OUMIYR� A. p. W(H)�.. WA. VDLTS INPUT AAPy. R4 LED 2a PL!'Opllvel Im- &1»- &AN- W,DDa -WE SEEIra SUREMadUl*-35DmA 1781 A595 3,973 277 Gio 26 Up Ra PI,aD'Opf. 4,711- 4,475- 0.94]- 6p,W3. »fi 42 1» call MWuk-sRSnW SA05 5,135 &6]5 RI] 0.16 24 Up N PL®•Opllml a=- a]R2- a3RA- 60. D»n -WE rd 1» 0.48 MWIM-IWmA am1 aBW J.356 RM am DID voID 8,17I- 7.I62- WSKI " B R24 E375 &99m 2]) &6NG 40 IED mPIID OPIWI a686- a»6- a664- M.OW. 'WI alm WB Ma .950mH a4W am aJ29 2n 007 40 LED mOEUIe-SR B 6&W. ALF W 121 O MIDM0 9.2m 8]a 909 2] a.S» a LED mPLID•OPikd 1Gm- 9,]R8- 1M752- M,LM. -WE 87 lm 0.71 Mo -mO 11.70 11,IN U7 D] W2 a LED 40PLp°ool i 3,612- 14R 129W- I4324- W,M3. -»°F in R I,M°ub-1 K87D Is= ] D9 a IED mPLHI`opflml Surge -ROBINS- am- W.Ra. ,201 59 lm Dd6 MMub-SSOIM AM],1W ],9p9 R)7 0.m a ROD IB pIHI°OPIImI 9,3»- &8N_ 9,N7- N.M. _201 79 1RD Obit Modub-SRSmA 10.705 IM17D I),= Up -.1 48 LED mPlalP Cplkal 11a35- 11,1RUI 12322- W,DDD. -»'F 1W in M8 M9dIM-]OOIM 13A64 12N1 1a137 277 "a a LED un oo-i 16. - Iasa2- Iz1]B- W,o». Real IN 12D la3 Mptlub-IOWmA 1B.771 1].B92 19.709 RI] OSB N LED WPLaD°Orreal 10.824- 10.283- 111365- m4 -WE Be 1ED M75 Moeub-.. lzaly ll.M0 ,am 277 0.33 N MD 80 PLFD'oSmA Icm SS 13.J- ,am- 1a366- W.M. .WYE 1m 120 ITS Moule-SR 17.Om ,am 11,]]8 277 DAB N Up WPLID°Cylixl 19]6]- 1&]]9- »]55- W,Dm. -10'F IJO lm ]UPS -ma 32.610 V.546 =14 RM DOW Be LED WPLID°oP , ge'l 24942- FYAW- WAGE. -201 257 12D 2.22 MWub-1050mA 28.618 31.WD D] Gas Bo MD WPIID°OPiktl 1a950- 10.4D3- llAn- W.0. -231 87 Ira D.]s 1 Ue-3EanA 128W 1T.M 1&192 277 am BO MD wP d Wlk 149m- ,a532- W NT. -mi in 1» 1.10 Me .-M. Ill 1&054 1],151 1&957 277 048 BO MD WPL®°Cp1M 2ml 19,071- 21,m8- 6y[ -201 174 1» 1A5 MWMB-J am 21,u1 XEROX 277 DOW BO LED WPL®'Opikro, 27,651- a,2a8- ".Ms. MOM,, _201 Rim ,» 2.22 Module-lMmA 3L725 M139 33,311 277 OVA U.S. Architectural Lighting =Vw.,N1•`"w. -.,.I © ® SubmMd tc I-lighthres M ink-Cen6el Catalog Number: Type: SNS-1 540-1 1 -AB-D1 9 ea•.. Job Name: LIGHTING 109Community West Site 15a S POLE Notes: VIRGINIA He, LV-CEN1PA12135383 Anwxkan SNS SQUARE NON -TAPERED STEEL � D9 I34x3 : E an WmE aRCEH Ho- ];;;] IYY18 Its AFfRO•hD BY: 9 x• %9 6 SPECIFICATIONS 72I S.W. x AW- TALL POLE SHAFT: The- .We . 'Don TAu The Elle dart I. fabrioatetl IN, Pat ruled c°mma,cid minty °ahan sisal ul I 130..-. 3W'e x 6.W TALL. one piece construction with o mrmmum ,aid sting}, of 55.000 psi. T9s..-, a . VAR TAu BASE PLATE' m..... WEN TER LIFT. bead plate is fabricated from a structural ADIR, but table carbon atwl i TIP..... SPECIAL S. FENOR plate that meets w exceeds ASTIR A-M with a minimum yield strength of 3&O» pet The box plate teleicapes the ,.Is ¢haft and b elru.mferentim wddetl tap and bottom full base cacer fabricated frwn ABS plastic. f)pxonal The two -place ale- e. Iwo -piece steel box cover oleo owilohle. . g Mahar bolts farm to ASTM F1554 Cmde 55 are prodded with two hex ANCHOR Hat and Ne ' nuts antl flat waabpa Bolls haw on "L` bond o and antl old galwnized a min'mum of Or °n the threaded and in accordance with ASTIR A-153. UANPtIOIE; A fd M1de,odefalling a naA ha opening of 25x or5" bet be handabove h installed abate me hose plate. A hand nab eaM., with hardware will be 18" are clang included clang MtM1 grmntling pmrisim¢. Each be praHded with o waided lop plate and tenon or top cap for il ale¢ reniHn di to, .M. mount nzWna. 9 9 F H FINISill xn,<m •n w•xat. Slondwtl color RniNes %roll be coated Fill IDIC pot-1OI powder or hot dip ,T actin, new To m dernew. golwnded to AS1M A-123 speclXcatims. are,x.6,1 12 '.It. 11 Re ON eN.ANTI x..,e ae ,o .a me a Me 11 "I Le ,ee sH11-11 s ... aw n d ..It sin IreT 111 "I nrz In oa xm ea NO dx rs5 le 120 v m x> ea CATALOG No. BASE FINISH FlXILG MOVNT OPTIO. OPTIONS .SEwCOVER ORDERING CODE ail ailDARK BRONZE D13 -_ - A., s N raw} Over omoTt) -U-"a"-C-- AHUFACNRERTO CUIDOWN TO a.S - xo-wT,.mwa WITN a"CON 71SINASEBYOTHERE FO0. - OVERALLNEIGMOFIS' PNXTEO TO MATCX LUXIMAIRE an-cwnm owx axv1. M®_uam eau n•rz D1m MILLED FOR TINGLE LUMINAIRE 14 lilin .we�, ac NAERIGW DIES POLE 28M S HUIEN. SUITE 2W - FORT WORTH. 1x 76109 868-4T4-2200 WNH"LL US.WM Submi by Ughoral M lsk-Central Catalog Number: RZR-W1yl2-PLED-IV-FT-40LED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 VIRGINIA Notes: LV-CENTFAL2135393 RAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION PLED" MODULES 1 rE... Su kind.• A. son .. 9 Mum. • 60lFDMoOule 99j* MERR..H .PI.s.F..E.I.1'NEYONO.B E MRD HOUSINGAND CONTAUISTxF EMERGENCY cmMrNEwa NC)MCLUMN DOLUSI'ES RZR-WM3-LED EP.a.a.d9 FIE lobeln ME [ARM dialPRONDE5 PoWm10 ALL IRS IN1NEAMUY ,e,.Il'..HIT.Il.L wIH.1l...E ITS A do2ricaula xIMUMOFWMNUTM. 40LFDModule .1-= .e3sOMA 6� Our au-SMxu HARA ' RZR-WM2-LED E.P.A...m 'MUMMME aABWEaYME WMM a UTO3ELIIA Avaflablehm 401EDModule WALL MOUNTING MN.1Enaon., 20LFDMMule RZR-WMI-LFD E.P.A...33 Avallableln' I exx•w 2OLEDModule apW.,...1"Ma N MAX WATTAGE DR •oF wnvT cuRRENr �msawwla,A Dow Je0m4 SRsmA IBanl 1O50mP FEW Me RZR-WM2/0. /401EM700n NEB, M/277/RA l6 S/SF L MODEL OPTICS RED MWE VOLTAGE RNAH OPIIdJs MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NJIY DISIRINOWNRR No. uN DIM WRI6JA cIXCR 3rAFMRD 1FMP.CCE 1E MRNM ❑ RGMIC/NNMMMG .1 fX1aMALWfIUKx.. HIM ❑I wi ❑Illill ❑Z D 035NnA 0Aw(4DWb' ❑tin ❑BWCK MNI....-IM RALeNer ❑IIdR£YEsxuwNc 0- ❑,m HSPLED ❑rvFFFNKlMA4.Y m [I CON (BTCR) ❑.ggp O.T.❑NpiO CFLL.VIXTAGF P..W.,,,. ❑ ]Egnp` ❑LULU (9WPp ❑377 RAL9W33 (ExAMPUE: pc,mvi... No, ❑ pnLWM2 ❑TYPE XI ® PIEPIn....... ROwW ❑ 1p5aM' ❑ y17 [] GREY WLL.]o0*1 ❑ SINGLE ff2VV&I6f (t2W 6n]V)....... BE ❑ IZ nna. ❑ seta ❑nR IE1BllE OARSRESESBro D FUSE Ila RWIFW....�, WLL8a191 rl&OFFEE (2G9V &RaOV)...... OF PLEASE ❑ EMERGENCY MODE Bill ❑[URWIA9 ❑11RW .IEDIV.......® Uv.nMI ❑ pAOSPXX l® SPECIFY ❑ OWEN YL4Wef ❑ BAEXNESENLCRupI expor Nmit (HWSINC ONLY).....FW11 ❑m4 NFT ❑SPIED MA ❑ eABFFNCY BVCKIp 2. 91R RED ...® ❑ IWFAIRN' m ❑ 9ARiGEXCYNCMP3 SDAP ❑ sBMAGEWNDuri,.=I 'ram$.'-'a"'Xp1pR1E"""'"L SPECIFY ❑ MUA MNNa R.. SCR - WEPLEASE ❑ »ME W3. ACNpM. 3 cwxA, U.S. Architectural ugnnng -..ice" r-.,� xa' © U.S. ARCHITECTURAL e•® Um Oct zI, ZUZI = maex JOD name: HLH-HLE LIGHTING 109 Community West Site HS-PLED VIRGINIA Notes: SOLID STATE AREA LIGHTING mO4ECTNAME: BAZAR SERIES -LED RAA2u:r IYHE: S P E C I F I C A T I O N S OPIICALHOUSING He coat low Copper aluminum ((A956 all ; <0.2% Co ammbly with Interl cooling fins Tha Opticaa Pocel maurging; surface 19 milled fldt (surface VarlanCR <S .W2' Ea to.,. thermal tmnafer of ho} to housingand Coolie am. Solid bonier 9 wall seppaalales optical and entsa m compated to re optical and eblc Mini compartments are 88'. tad to create one vsaembly. Minimum whit thbknesa Is .188'. ELECTRICAL HOUSING w/ INTEGMMDARM Heavy Cast law with Copmer aluminnum (A356 alloy: <a.2% rapper) a) blVmenf antl alflat alurtace onrfh tolp oflmee arm to comport accommodate a photocell receptacle. Solid bonier wall Separates optical and electrical compattmenh,The optical pvrtarm and inectocal acre one eM wHM1 Me integrated supppport elm combine to creole one assembly. Minimum was thickness Is with wi wirig= and hinged driver assembly cover is IMrofe egd with ng cempvrlmmt cover. PLI OWICS Ernihrs (LED'.) are anvyed On a metal Co. PCB panel with eCch emitter located on a copper thermal transfer pad and enclosed by an LED refractor. LED opttim compWely seal each Individual emit., to meet an IP66 rating. In asymmetric dArributlons, o (MODm:RZRM.RIR,RZPGBRLFMAr) mloroaefiecorinside Memfmcorred ftihhousesideemitter output towards the street side and tunMlom as a house side aM1fisic h 9 element. Refractors are Injection molded H12 acrylic E h LED tract di Me PCB I 'tte tl l R4-HS PATENTPFNOING ac re or Is sea e o over an emr on a, refmcoM are retalnetl an aluminum frame. one Panel or 1 group oiPonelsce lummaird bavethsdi el"oIons.Mpm. LED some eOpXOns rehaptof produce standard siteearea Ponels are said replaceable and field rotatable In 90° Increments. 1 LED DRIVER(S) Conatanf current electronic win a Power factor of >.90 and a RZR-G minimum oWmting temperature of-00°F/-40°C.Ddver(s) Is/are UL 7 and GEL recognized and mounted dlreciy against the Electrical T Housing To facilitate thermal transfer, held down by unlvmal ° clamp o bcllloo easy removal. Inkhre teblocks f6011i((aclliate I Vdifin n me and optical orrrormysiinal .�f Go or of �lvesIs TI diDrivers mmmableebnd/ard.DdwOHz hoe amnmum of 3KVintemialf sur�ge PrOfeCHOn.Luminalre Supplied wilF 2aKV surge Profecoror field occemlble Installafton.1 Na. FORM aRSR.MAr' LED EMITTERS 1 Q Higgh output LED's are ufllhed wish drive currents rangingg hen a 360mA to1O60mA. ]OCRI Minimum. LED'. are available in standota Neutral While (4mD ,arophnal Cool While(50MK) or RZR & RZRM 1 � i Warm Wmo(3000K). Consult rybroth Moptlom. AMBER LED's Pr Pros hor Corwened Amber LED's utilize hos ha to P P P create coloro of slmllaro UPS lamps have all slight output output P D in the blue spectral band Width. TM (True Amber) LED'a utilize RZR-MAF * ; � A material that emits light In the amber spectral bandwidth only wshouf the use of Phosphors. FINISH Elecirostaticoll a lWdTGICPo star PowderCmtmsubOro PP Nre are.red with 20 PSI ewer wean dt I40°F. fours media Nag nd Iron phosphate pretreatment for protecililoon and paint adhesion. Wall bake for maximum hardness and dumbflity. MASTARM FITTER/ELECTRICAL HOUSING Replaces sontlOr El9ofrlG01 HWsin m5 goo W 2 3/8' O.D. FIXTURE A ■ 0 0 ■ZIl M.u• ats• L)e• SayRE0. gran RZRM ..a. RZR-MAf horizontal tenon.Two ( 2 Mr with two 2)) boss each mclmle the lower half of thetenon.Uppe, hall o Me anm reels an 'DEC Pmmxa AS OF I/M selHIGntenng steps Mart Position the angle of Me luminalre of On, L5', a1.5 or•r3° up from the horizmfal.All hardware is solnless Bteel. c(Dn Is REM 2020248 U.S. Architectural Lighting ".'".P„m.'ise®baon�'r © ® Job Name: LIGHTING 109 Community West Site VNRGINIA PRWECT NAME: SOLID STATE AREA LIGHTING pgaEO ypE: RAZAR WALLMOUNT-LED S P E C I F I C A T I O N S Eli OPTICALHOUSING Heavy cast law copperaluminum (A3Wolloy: <0.2%copper) assembly with Integral cooling fim. The Optical Panel - • - mo miing surface la mIIM flM (sarlacewtlance, <m.m3� ta facllllaothermaltmnsferofheatohouslWahceoling PA. T The Optical NamingTh boss to the Electrical Housing Mminga ��^II c unified assembly.minimum Wvlittllcknem ls.188'. V I 1 ELECIFRICALHOUSING Heavy coal low copper aluminum (A356 alloy: wD.2%copper) assembly. Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface Over a recessed f-box. Electrical Housing anchors on Me top edge of the Mounting Hao and aoinleas all recessetl socket bead screws tighten the Electrical Hoaxing to the Mounting Plate tram the bottom. PLEBTOPTICALMODULES EmiH (LED'¢) are arrayed on a meal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by an LED refractor. The as mMric didrib,dions, m A or s house micside mitterrlosldethere towards the street and bouts aide ambler output odinlde the st. et side side v m Ref functions as a house side shielding element. Refractors are 1 Injection molded H12 acrylic. Each LED refractor it maWd ED the PCB Over an emmer and all refmmm are retained by an aluminum frame. My one Ponel. or group of PaNeh in a - .- Luminaires, have the same optical pattern. LED retractors produce Type II, III. and Type IV¢se/area distributions as well T as Other specialty asymmetric distribution. Panels are field replaceable and Field mtatable in 90' immmeM.. L WM3 M . 1 A 1 e 1 TO °H' RZR-W M 1 PATENTMNDING Ia . 1 c a. DA9 ray ��s^ OIM I Ir_ ...N 11. I.way LED DRIVER(S) Constant cumntele conic with a powerbctor of N90and a RZR-WM2 minimum opamiing temperature of JO°C/-22'F Driver(.) is/are UL and OUR, recognized and mounted to a driver PATENTnNDING assembly plan Mal has slotted holes is focliiate ease of assembly removal for fixture Ingallatlon. Quick dlsconnecre for Incoming power antl optical assembly power am provided. Drivers accept an Input of 120­27IV 50/60Hz and utilize DlOV rap-I�-I�� q�� T dimming. 34)V-0BOV.50,60Hx also available on some models. 1' Surge protector supplied for field Installation of the most corwanleMlyserviceable, locaho LED EMMERS High Output LED'B are Mllized wtih drive OU.en19 ranging from 350mA o 1050aW. JDCRI Minimum. LEVO, an available In standard Neutrol WM1lte 4000K), Or Optional Cool White 5mOK)orWarm White( .Consult Factory brother LED options. 1 AMBER LED's B� IL INCA (Pho3Phor Convened Amber) UED'e ufilize phosphate to I- P C.N color output similar to UPS lamps and have a alight output In Me blue spectral bandwldth.lM (IrBAmber)Lm'e T utilize material that emus IIgM In the amber spectral �T(/II C bandwidth only without the use of phosphors. �I 1 FINISH Elecirosotically, applied TGIC Polyester Powder Coat on RZR-WM3 aube.ta prep^retl wltM1 20 PSI power woah at 140°FFDur step media blast and Iron phosphate preD¢atYmM for proteCtbrl MTENTMNDING and point adhesion. 4mF bake for maximum hardness and durability. ®u� M ��R pis@ *yam zDleaoz U.S. Architectural Lighting w.te-'eta»xT © �® .m"".�ios®®o IIKN¢ s c RIFM 3�- sin S.bmMea Liht M ink-c l Catalog Number: RZR-WM2-PLED-IV-FT40LED- Type: • Job Name: LIGHTING 109Community West Site 700MA-NW-XX-XX WM4 RGINIA Notes: _.UI LV CENTeAL213N93 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL MITAL INITIAL LUMENS- LUMENS- LUMENS- L]O GREATER STANPN CWM Nn SOURCE W MK WLVK THAN MRSIM21 EMR " m LED mPLEO'OPlkal SW1- zin- BEAU- EcOM.. -ME m Ira O,N Al HE 3EOnN am Sm2 SN] 2)] 0.10 m -Up ROPLED•Optlwl 3.6m- 3AN- 3'.- W,p»a -2PF &9 Ira 094 MMub-5RSmA ARM Aral All 2]] 0.15 20 LED mPLED-OPllml 4A11- &B6R- 4d1]- m8 -m'F m Ira ON Module -I 4M 4" a039 277 0.m m Up RO PLED-Opllcol a]W- 5.W5- .Val W.W »°F 65 120 O.W Modub-1a50rN A. a661 6.6a R]] 030 N M. mPLEp Op1IwI AW2- 48M- Dr.- W.WO. Each A6 lm 0.N Moduk-maM a579 kw a713 V7 0.17 W Up 4a PLFD'Opfical ]Aa]- 6,170- 7.216- MODE,, �m-F 65 1R0 055 MWub-52SPA 7,BW 4881 B.N9 R]] 024 4a MD WPLEo-opNml a=- Ann 9,M- W.WO. 3VP 87 lm 0.73 MMub-]WmIL 9.M &615 10.0M 07 on W IFn Ap PLED O pk0 11591- IOIW- u.»2-W.OA. -PO°F 1% lm 1.12 M000N-1p5anT 12.932 Il.»2 1&:m 2]] 0.49 W LED WPLEOn=I ],502- 6 - ],M- WOW. -RPF a Ira OA6 M90ub-]6eM &BW ],3m &5]D 277 am N Up WPUD'O.fical 10.570- 9,2N- 1082a- W.3 »°F W Ira O68 Module-5R5mN 11.7. ]am ISO]4 277 030 m MD WPUE ogi l l&2&T- II.6%- l&562- 60W0. 3eP 131 Im On MWub-IWm/. SAM 1zm WIFE 277 IF Se W LLO WPLEO.Olxlml 17,391- Is=- 17,810- WISP -m'F IN lm 191 Module-1 S 19,398 MOM 19,BW 2]] 0.5] NOBS: . hfvlryW Amq N He N.IeL . mmre,, aPaoXrg An. tl.ae n.96L 1Wns.w .UDMo]Ilbwnaom ,..Ml6uen" a MNmW F..Uewxawin..ala0Mq»mewn. A P.." u wluahvtlbaeuAcvctlbp allwBlryvngade. s. Two*-M31 mTwor.lm IxrlE ,-Glvblbe]M®m'C .,mm.m,asanw WNNNO:NIblupwMbEILMWhrccads.ewMbrvlaa ..NMfeq FboITYGAa,Wllnbrbnn -.1mm�dap llBW Dios FIxis. le Uenl9.. Wa.,.sane earlena..wnvds 2)Wmen..In Iwismi-N will cwalnpbandw,Mbnill swrem wain mewec re wine warn and all dine dwn toner e, 5),.wlr.sM,I Ees,.G rto.,tallwlrin9wm-. ) FOURO-Tarnmine.N. rion-ONk�nW -.0crW 1mnA ° U.S. Architectural Lighting ��w�+�,'.nn.m'T © U.S.ARCHITECTURAL Lin: EICI zl, zun 6/J index svbmmed e u m v'I rate c9mral Catalog Number. RZR-PLED-IV-FT-80LED-525MA-NW- Type: ya., Job Name: LIGHTING 109 Community West Site HS-PLED R4-HS `N1 Notes: `•AIR IV -CEMRLL2'1., BAZAR SERIES -LED • � WALLMOUNT PLED MODULES 441�q% I P v RSR-0E. A MRIR E.PAv0,6ICAbI ,ASALT ALUMINUM ARM AXO WAtt Av0110SOLM k DASSEMLLY PROVIDED WIT SUILim GASRETFO WIREACCFS4faR 1LMOdue 00L®M du odu o kMW 80lFD Module fIKNAF (SUPPLY W IRE CONHfC]IOX. 12D LFDupaml. WALL PLATE POLE DRILLING TEMPLATE T I ]' 0 q?� T I I- N' r w l lR+ OP5 "Fill a sea RDMIFP.A: OA6 �Pu AVDJabk irt. 4BIm MOduleMm m LED Module Flg-I "Ho mHplEe aO-r IarNMEa ,a' Su,a Drat. F., ,PF IRRIPIFDIV/SIAED700MJCW/277/PALEOWS • ■ • • MglEl OPOCS LED MOM VOLTAGE FIMSHllllllll WHOM MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO. M, CRMCIKKFM COLOR STANDAPD RJRG map Cal IEKILEhD AXIS. ❑� Draw. ® ❑1»LED ❑3 A ❑NW(l4 Y ❑Ira ❑all ❑IGWGWDMMNGRTR ❑ o2 ;m m ❑ Rn WMMf®SNDOECOM NJMNRGRATMM0 Orth. orrrow Cl .SUED ❑CW(MK) ❑ WHITE Ss£L9.. w ❑X AW vlfwHR ❑]W'nA' ❑ww f4RreR) D2W RA4NOST ❑i ❑TM1E NIFIVIRAGe ❑ IOSpnM ❑ 2n ❑44] ❑ GREY RY.]»0.T IKKHmESMIBD N1A® Omaocaul'bource PLENW, rmmrexaoc ❑ItdM ❑ SaLED ❑ •p DARN OXNARF PCIWKD.. KwV ❑ arrwnvo PLB.IH ❑ RAli01 Pl ❑ PeMLOCIt PLEASE ❑ GREEN IEAL<WT ❑ me.. ® 40LED AK@r MY M r Plfw FW AMB» SPEmFY ❑ImFtwN(LDCK ❑pxppT MC@IACL[IXAr ITl ❑RZPM ❑PLEDIv.. ® Thil ❑RERIA�® ❑.YIDIFRH anm MA - ITOW 2m.447" S ❑mry PLFwVA ❑ 241F0 ❑ XNf MAB01• ""--1 ❑ oaLelEll&5 1M oWv.Aw.aWv) N ❑rmil .,bM aPordonouw ,., PLEwV aM4wAamelx ❑6 m8f0tGNSRdSCQ wK-W.. AAM OWILC ❑TIN VM1EO ® MSRr1 PLmvV ..m.a..waM.®n uwL mwwrfmr ❑RDpI[MOIpNY-'. ❑ MEVed. - PLL6ViMW. �' CeiK im . _.. MNma Us. Architectural Lighting _-w.m. _wxU a. © U.S.ARCHITECTURAL submMd bfi M ink-OMltral Catalog Number: RZR-WM2-PLED-III-W-40LED- Type: • Job Name: LIGHTING 109CommuniryWestSite 700MA-NW-XX-XX WM3 VIRGINIA Notes: LV-CEN P Ul3093 RAZAR WALLMOUNT SERIES -LED • EMERGENCY OPTION PLED'MODULES bY6eeax A Y.. 9 • ••dOIFDM W -e duly94 mEMR NMOMONMGXOMExaxm2•.Y DTXE T MMMOUMNGMDmxmMawEEMEF.RICY MMrMNMamIxaNDINGM RIES. RZR41134ED EP.A. 69 Avai Obtain: • .E.DsveBAR .NR WEPTOALLUDa IN1M Y pp,a0,a,.,.M..m I.IN.LIGwlsYS..A WIEDMadule EE•E E•Er MNIMUM.,...OM. G3MMA 40LEDModule 40 WMl=Asa E.aea9aB0MI. wma.Ildil A RZR-WM2-LED E.FAv,47 -M NUM NE a ABOVE WINE mot OMUTO.T A AVMMbleln: AOSDModule WALL MOUNTING ManR.. 2olEDu9ame RZR-WLII-LED E.P.A...33 Avallableln' a aA�smaaw 20LEDModule MAX INPUT WATTAGE "a°'"""' •oP CpIVECU1A91T L»Y J50mA Sall 7ODMA 1050mA 5 .....vA IIIIW/M2/PLED1v/40ED71Wnw/CW/277/MA ED Aw. 1M/SF ■ • MWEL OPnCS LED MODE VIXTAGE FINISH OPngJs MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PIID' eSIa1BMMIIR MOM g mM COLOR BfAreMD TRAP-CCT 1MNRms.0 O RGNLOW.MMNG PCP .RNMI IX1BadnLvrorvnra.. NUIw ❑ mmi Miami NFwI.... ❑ 2a» ❑ 35aM ❑ NW (93WN •sn,rvm ❑ » ❑ BLACK RA6Bw5r ❑ HOUSE SICf SwEIaNG ...® ❑525MA ❑ me ..... .........N ❑1 lRXNm ❑m(m6 ❑Rm ❑µNNE ❑nprocat.volull R®MR.....M ❑--A ❑ ww(mNflp ❑ 3M R•h9W3T DRAMEE. Ficim... Dow ❑RABWM2 ❑IYIEII HFD111 ..... a1NW ❑moraA' mraxTecl°n Our ❑GREY MLaooN ❑ENGIEfLEE »JdT7 ... ...e 0 M ❑m1Eo rmaNwlm Ova ❑ Am ❑m411 NDE RWIFW .... DAfY.MO 1 ❑ DD a RB (ypy&RaDlf ...,..OF raw, PLFAaE ❑anWGFNCY BACMPL H.IE ❑MN PMDW....... ® ❑OMEN R•14mH ❑RZRvm19 m. I ❑PpsRpa cAIvYwRO SPECIFY ❑ Rd0:6ENCYxPCMP1 (Ngla'NGIX11)..... 9.M1 ❑I1lENFT ❑SPIED FOR, ❑eABYENLYB zFW PLEdVF).. ..® ❑IIIJEAARFY .theme RE ❑ Rn&GENCYM.33FO PLEASE ❑ suMACEOJnpMIL..=I I Lvwx ATNwUpAMwe SPECIFY ❑ SURFACE WNDURI 3.2 - ❑ »RACFCONCUf s.. 6C3 caw U.S. Architectural Lighting -..I--." m'I © U.S.ARCHITECTURAL L1 Q 10 (n Z _O Cn > W o1Z C O M N LN U Q > OZ (n F- Z O Q : U _ N � O U_ C O N IY no U Q z A O O O '^ Z N Q ED p I Z U) O } Of 7 O N GO J - _ ._ W Y Z O J F- _ d U) Y HOT J N � E_ O r N Q o� DO �Ie to O N ­0 ULLJ O U (n � O O O N N H� } > m m Q �_ z w N W CD z ¢ Y w 1' O ¢ N LOG O O U J / W Z rat '1 r'_ li Uj W O_ NN LL O 0 0. 000rew 0- I..L _ _Uj ^a- I..L LU Y U - N L.B` z 0 O e< L LJ J Jy 11 Q W w M Z Q SHEET NUMBER CL-501 C N N O 0 a 0 `0 T N E Y 0 pA I r I / / I I S411-17'30"W --------------- / IN 0 i 0 / T W / / ° / I o W a � i 0 / Q - — SS SS — — n o z o / J------>L-------- N / I W S .o / I cp / I °s / I L0 0 I E� I N y n L < o NEW MARKET—HOLLYME D, LLC D.B. 5125 PG. 20 Z PARCEL ID: 03200-00-004@-04300 J 0 LANDSCAPE AREA (1,078 o LANDSCAPE AREA (12I0 0 o `o i L � v V � h a � a :JI o 3 Y s u :J s Y 3 Q o E O u U C � L C O O W - N a E L Y u u m I � 11 P — SS o LIMIT OF DISTURBANCE 4% C I 0 PROPOSED t2,325 SF CHIPOTLE FFE: 544.19 M \ \ ROCK, o ° 104.43' z 00 41 {-ti N P� Gi EXISTING TREE TO R MAIN, TYP. 10) I� \ \\\\\\ L S41"17'30"W _ 53.41' 291 a.L \\\\ P \ 13 10 \\ \ \\\ P \ \ \\ \ SS \\ d� MULCH ENTIRE BED, TYP.PA 58 10 \ Z \ \ jc \ � N \ ® BM #2 LANDSCAPE AREA (222 st) NECORNER LANDSCAPEAREA(464 O II ELEV=542.74 I TARGET CORPORATION / EXISTING TEE TO RE A D.B. 2896 PG. 171 P °(,; PARCEL ID: 03200-00-00-043B0 2 � Q 0 a o _ 1 N `o f ALL FRONTAGE LANDSCAPING WITH J PREVIOUSLY APPROVED SDP2003-00081 15 TO REMAIN SEMINOLE TRAIL swB" 11 CORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 SHADE INDICATES LOCATION OF "STEETISLOPES-MANAGED" AS IDENTIFIED ON ALBEM LE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 Q� �y PLANT SCHEDULE SHRUBS CITY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS IG 21 Ilex glabra'Shamrock' Shamrock Inkberry Holly Cont. 24" HT MIN. PI 10 Prunus laurocerasus'Mount Vernon' Mount Vernon English Laurel Cont. 15-18" HT MIN. GROUND COVERS CITY I BOTANICAL NAME COMMON NAME CONT I SPACING REMARKS PA 58 Pennisetum alopecuroides'Hameln' Hameln Fountain Grass #1 24" O.C. NOTE: - ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. - ALL DISTURBED AREAS, NOT DENOTED AS PAVEMENT, MULCH OR PLANTINGS, SHALL BE SEEDED AS PERMANENT LAWN. CHIPOTLE TREE CANOPY REQUIREMENT CALCULATIONS - SEC. 32.7.9.8 Required SF Calulation Provided Requirementmet by existing vegetation 10•`oofgross site size 0.30Acre*.10=.03Acre(1,3075F) (4,338 SF) TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 0.300 Acres 13,068 SF Tree Canopy Required 10% 1,307 SF Tree Canopy Existing to Remain (Refer to Tree Canopy Breakdown) 4,338 SF Tree Canopy Provided (Total) 1 4,338 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage Provided 9 lExisting To Remain 482 SF 4,338 SF Total: 4,338 SF CHIPOTLE PARKING LOT LANDSCAPE REQUIREMENT- ENTRANCE CORRIDOR OVERLAY AND SEC. 32.7.9.6 Requirement Type Required Landscape Calculation Provided Trees 1Tree for every 10 parking spaces 21Spaces/10=2.1=2Trees 4 Existing Trees to Remain Landscape Area 5%of paved area 6,098SFx5%=305SF 2,011SF CHIPOTLE ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT AND SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required West Property Line (Same Parcel) Interior- No Setback Required N/A N/A N/A N/A South Property Lines (Route 29 - Seminole Trail) 2.3 Large Deciduous Tree (1 per 35 LF) 10' Landscape setback along road. Large shade street tree (3.5" 10 114 Requirement met by existing vegetation 22.8 Shrubs (1 per 5 LF) Cal.) @ 35' OC w/ interspersed ornamentals (8' Ht.) & Shrubs @ 5' East Property Lines (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required CHIPOTLE ALBEMARLE COUNTY - MAX. PAVED AREAS TOTAL LOD (AC.) TOTAL PAVEDAREAS (AC.J % PAVED 0.301 0.141 46.6 NOTES: • LANDSCAPE CALCULATIONS FOR THIS SITE HAVE BEEN CALCULATED BASED ON THE ORIGINAL SITE PLAN FOR THE ENTIRE PARCEL. • ALL REQUIREMENTS HAVE BEEN MET BY EXISTING VEGETATION (SEE SDP2003-00081) • •• ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES -SPECIFICS: LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES: SHRUBS SHOULD BE USED TO INTEGRATE THE SITE, BUILDINGS, AND OTHER STRUCTURES; DUMPSTERS, ACCESSORY BUILDINGS AND STRUCTURES; "DRIVE THRU" WINDOWS; SERVICE AREAS; AND SIGNS. SHRUBS SHOULD MEASURE AT LEAST 24 INCHES IN HEIGHT. GENERAL LANDSCAPING NOTES In z 0 w O 0 N N U Q Z> O Ujo Uj z O U = N 0 0 U � O U) N r 7 U Q I z o o af o Z N a c0 = Z ~ O Y Of O N coJ � _ W Y Z 0 _ JCr O � r N Q LO ro 0 N �taJJ E IZA GRACE MACHEK LiC. No. 001682 02/O�/2023 z 0 cn vl � U U O C w LLJ O O N vcn H\ > > oCD cn a o m o Q �_ \ y W Z CD Z ¢ w 1 0 ¢ 0 (U!l O O U Z 0- 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE w FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. /'► 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY U) TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Q 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. Z 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS \ J W z W J o0N LI_ L.I_ No a- < _ _ D_ LY W U LL 0 U Q U W J `J\ Q W M Z Q SHEET NUMBER CP-101 c N N O 0 a v ° `o I a E Y 0 T a ° L_ 3 a u � c Q o ° Z ° z a Q n ° Z = T � v Q E J y � T Z z 0 J 0 n a ° 0 :J v c L O N C o `o i Q J v UJ - - 3 0 E 0 n 5 Q 3 I c N E r O � ° a, ° o � I d 0 � a E h � C ° > 0 J 0 I" v Y � Y `o _I a ° Q n EN ° O 3 U C 0 L o u _Es I 3 o Y � v C O E 0 n a V � n 'u v � a V w N r v T o T 0 ° 2 ° n N C J - v v Z `o Q f) C E Z N JJ C i Q S J n ° Z J L n °r' Z i v ° v 0 a o O � J � y ° o ° L -0 Y c 0 n n a, ° C Y ° n ° 5 � L 3 N v n s .v 0 0 E ° O L Z ~ GENERAL NOTES 1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection of the Landscape Architect prior to, during and after installation. 2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs, and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to installation. Plants not approved shall be resourced and resubmitted. 3. Planting beds and individual tree plantings shall be mulched continuously as specified. 4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work in a manner that avoids damage to utilities during the course of work. Contractor shall be responsible or remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape related work. 5. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference -it is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing. 6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing, edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1) calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed the original specification identified on drawings. Replacement planting shall extend the same warranty as originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of warranty period. 7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement by warranty shall exhibit characteristics of 30% dead -per individual plant, non-contributing or disease compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and continuous, densely established coverage. Contractor shall perform a site review at end of warranty period and provide the Owner with written documentation of the site, including plant health, warranty replacement items, and conditions that may be influencing plant health. Contractor shall remove from plants and site, all staking and guying material at end of warranty period. 8. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the work undertaken. 9. All material including planting operation appurtenances shall be of domestic origin manufacture and sourced within 100 miles of the project site. 10. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary resulting modifications to schedules are responsibility of the Contractor. PERFORMANCE SPECIFICATION L PLANTS A.General 1. Live healthy plants free of dead branches and parts 2. Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B.Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C.Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D. Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than 3/. inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85 h continuous coverage live stand after first growing season and at end of warranty 9 9 9 9 e. Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings II. Materials and Appurtenances A.Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B. Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C.Use of Existing Topsoil 1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures D.Shredded Hardwood Mulch 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E. Composted Pine Bark Fines 1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10% wood content F. Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G.Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H.Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M.Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N. Filter Fabric 1. Mirafi 140-N or approved equal O.Steel Edging 1. 1/8-inch x 4-inch in full sections. Ryerson, Timec or approved equal with integral stakes. No open corners. Corners shall be formed and trued to compliant angle or welded closed P. River Stone 1. Locally sourced, river rounded, unfaceted river stone/cobbles. 2. Size shall not exceed 3 total inches in any dimension. 3. Color and texture approved by Owner 4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints. 5. Concrete or mortar as approved by owner. III. Execution A.Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of other trades which show development of the entire project and become familiar with the scope of required work by others. B.Planting Seasons Recommended seasons are a general guide based on historical climatic data and typical performance of and which vary dependent onproject-specific environmental conditions. Due to construction plantings, rY p schedules, recommended planting seasons may/may not coincide with request(s) for certificate of occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner on an individual project basis. 1. Deciduous and Evergreen Trees a. Do not install/plant the following trees between September 15 and March 15 1. Oaks (Quercus Sp., Such as Q. rubra, Q. alba, Q. phellos, Q. coccinnea) 2. Dogwood (Corpus Sp.) 3. Sweetgum (Liquidambar Sp.) 4. All Conifers and Evergreens except White Pine (Pinus strobus Sp.) 2. Deciduous and Evergreen Shrubs a. Install/plant between March 15 and June 15 and/or September 15 and November 30 3. Perennials a. Install/plant between March 15 and June 15 and/or September 15 and November 30 4. Spring Flowering Bulbs a. Install/plant between September 15 and December 15 5. Seasonal Annuals a. Install/plant in season per approved schedule 6. Turf Grass a. Install/plant between March 15 and May 15 and/or September 15 and November 30 b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40) degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work 7. No Plant Installation a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner C.Positioning & Location of Plantings 1. Position plants to show the most -prominent and well -formed face to most -public view 2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning installation 3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without Owner approval D. Implementation 1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner 2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor. Plan accordingly for procurement of materials 3. Continuously update implementation schedule and notify Owner of progress. Delays related to material availability are not cause for non -completion of scheduled delivery of work 4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for remedy of schedule delays. Do not work, place or modify frozen soil 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor E. Clean Up 1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site furnishings, etc. 2. Repair any damage to existing conditions that occurred during execution of work. 3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape Architect. SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SHRUB PLANTING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N ■ NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=1'-0" EDGING TER FABRIC IMPACTED SUBGRADE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING 'D' ' A' 8" D.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. If -LW D r 48" O.C. GROUNDCOVER SPACING NOT TO SCALE 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 20.8" O.C. 30.0" O.C. 31.5" O.C. SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE I County of Albemarle n I Conservation Plan Checklist -To be placed on Landscape Plans s n (Handbook, pp III-284-111-297 for complete specifications) n n n 1. The following items shall be shown on the plan: �- E I n u L n❑ Trees to be saved; n l I n L r n L +, - - ❑ Limits of clearing (outside dripline of trees to be saved); nL ' 1 ❑ Location and type of protective fencing, -_ -, _ - - U � L r I r n ❑ Grad changes requiring tree wells or walls; U _.- L III n J r � 1 J I � +L; LPsed q inchin or tunneling beyond the limits of clearing. -� n -- r - - r - r �L g g Y g T n L lr n1, - -1�t r TL 1 L 2,1 414dd1I1IlII,4,4 _I -._. L :J FLU ILIFL�J L I -� L F �Jl be -saved shall be marked with print or ribbon at a height clearly visible to equipment operators. I L T 1 r L rI �1 n agr ip shall begin until the tree marking has been inspected and approved by a County Inspector. 1 I - 3. Pr�Co + I �I� r ni ction Conference: - L 'u J r ❑ I�e' preservation and protection measures shall be reviewed with the contractor on site. �I� J r L r r� J LI - - - - -- - - J I 4. Equipment Operation and Storage: 1 ❑ Heavy equipment, vehicular traffic andstorageof construction materials including soil shall not be permitted within the driplines of trees to be saved. LI L 5. Soil Erosion and Stormwater Detention Devices:I - ❑ Such devices shall not adversely affect trees to be saved. - - L�I J L 6. Fires: fl 11 ILL L L I �� �� L ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. ° + F ' � � L rl ,L rT7�-Toxic L +I LLu u 1 ��-r u L 14 L Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. '-IL ' 8n Protective Protective Fencin_ s: L Ln li L �r n J-❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. u �I [3Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. J 1] I t �J u] 9. Tree Wells:I 'u When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and aeons n aih r n L, rTl J I i submitted for approval. L r ��h 4 Walls: L -�r - c J rL 1 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction III _� I 1� I _-submitted for approval J � � r 1 rrrII - _I _ - 1 -I J 'L L 1L Trenl chimrand unnellu, I I Ill' - N „_ _ i I When tr c� required within the limits of clearing, it shall be done as faraway Lam, � � �i° i� req g y from the trunks of trees as possible. T r L I L' unddr a�ll�tree I$hall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder rood T 12. Cleanup: n I I 1-4-] n L ICI � L I I, � � ❑ Protective fencing shall be the last items removed during the final cl I�n�p. r 'n- �� I ' F+ ] 1 1 n L 13. Damaged Trees: -' �J r' � rL J r ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. - -� L NOTE: IT IS THE DEVELOPER'S RESPONSIBH.ITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION t REQUIREMENTS. IJ �I Irll I IGNATURE (DATE) u n CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page I of 1 w a Cn z 0 w 01 o M N LN U Q z> O (n Q F- z Q O U � O U) N of 7 U U) z o 0 0 Z N a c0 = Z U) U Y it 7 O N ccJ � _ W Y Z 0 a- J of Y � J N � o r N Q r7 0 N �taJ J E IZA GRACE MACHEK LiC. No. 001682 02�0��2023 0 0 U o 00 NLLJ 0 w o N Ncn H > > d Q < a m m m Q oCD o o y _ W Z ZCD ¢ w Y 0 ¢ v Of (U !l O O U W OJ Z W �\� Q 0 `U^ 0 V) Z 0 Q Z LU z r, N� LU W 0- J ° Ow Q _ D LLI U LL 0 O w J `J\ Q w w m Z Q SHEET NUMBER CP-501