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HomeMy WebLinkAboutARB202200032 Plan - Approved 2023-02-09 (2)u C N W O U O N N Q U C 0 0 T W Y O y 0 0 S 3 N 0 0 N N Q U C O 0 T v Y d C O 0 a 0 v 0 c 0 O `o r v 3 3 = 3 n Y � w E 0 J a o :J v Y° c o a y° a E C � O o E � N n a I � p o a o n L N J 3 D o - �s E u 0 3 =o I c � v � o h h v N a �a JI u Y 'u n Y t E o � T n � o N o v � C h - N N ai L w 00 c � o v E 11 N � C J 0 Y `^ J v v `J L �r a C J � v Y 0 a o N O C J � y o � Y � 0 n a v C v o Y u n � s �y 3 �v s _v 0 0 � v u or 0� 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 KimleyoHorn 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 ARB PLAN FOR H11 �J)g �4 AT IV"T *X(CQ-- Iml I I I FMITTI ILLI E0 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. 01 TF FEFrwii, 7m'" mi� ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT ARB2022-00032 VICINITY MAP SHEET INDEX VICINITY MAP SCALE 1 " = 500' FINALARB 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 CONTROLPLAN 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 Approved MMM 02/09/2023 9:06:56 AM TOTAL NUMBER OF SHEETS: 14 PROJECT DATA SITE STATISTICS PARCEL I D: 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 ZONE "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 w Q Q z 0 w 01 O 0 N L r7 N U a Z > O Q ui Z O Q U U ro O 0 n Y 7 U Z A z o r O Z N a c0 = Z ~ } O N coo J � _ W Y Z Lu Lu O J ( Ica = Y J N o r N N a LO ro 0 N i RYA PERKINS LIC. No. 046565 O /h/2023 , v 0 N O Ul N w00 O N wON ccn d a-7 Hcn} Q r Q > m Q o 0 z m z 0 w _ J U U 1 0 a 0 a w u O O U W Lu 1 U) 0. W 0 U L L] z cr N� L L] J 00' LL O � //��� L.L 0- _ o_ LLI LJJ U0 � � z w Lu LLI m m z Q SHEET NUMBER CA-100 C N W ° U N N a ° `o I v E Y 0 T a ° 0 L_ 3 a 0 0 0 a -o 0 0 T E a 0 0 a ° v 0 ° 0 0 N `o r ° 3 � n J 3 z Z o 3 a it C v E 0 5 ° iL a .. :J c 0 v 0 0 0 � a a E m E o D N a v I � o 0 � n 0 ° O 3 N E - u S s 3 `o y u h � o N > o a I Y w Y n v E YJ O n " T V O N C 117 V JV N v ° 6 N C o 0 � c v n E z C z J o a N Y ° ,J z � L �r Q C J N W Y 0 a o N O � J � y O ° L U Y O N N n n � C v o Y° n � s v s 3 N w _ W O p J .J E n U 0 r 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. 8. 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 L N "' U a z � OLLJ vi o z a o U ro O U) U Y 7 U U) z o o Of o Z N a c0 = Z U) O Y Ir 7 O N co J � _ W Y z § r w w w O J co a - Y � J N - O N a OO � ■ ,n M O N RYA PERKINS LIC. No. 046565 O �h/2023 , v 0 N O vl w wN O N w0 CN ccn > d H Q cn > m Q z z 0 W Y O V w < S Ul O O U VJ W 0 Z W Z rW V LU z cr N� LL W J 00' LL O /�� LL N� < Q _ _ 0_ LY W U LL 0 C) Q U W Q W w m Z Q SHEET NUMBER CA-101 0 Ln ,� cn N48042-'30"W - 60.01 Nal — — ss JI / I I I I I 1 / 1 /1 c"? tf) / I / I 1 1 1 I /1 1 1 0 c /� J 1 1 I I 1 1 1 I 1 I I I 1 I I1 1 I I I [n I N I I 1 I' I I I 1 I In In P`� O� co 1 tx G�oQ / / / / CIZ m TARGET CORPORATION D.B. 2896 PG. 171 PARCEL ID: 03200-00-00-043BO N48042'30"W 163.26' �G �- o o 0 <D P i Eo \ \ gem 4e" =A o <DN`, kq w 0 �o I in d- Lu II Q �`� „goo • 2�� ,C �Q ��`'� 15"RCP' J - O I I I Ln , I I I+ I I I orkl (N I I , II,' � III ICI I I I;; II Irl O I I I I uI v- I I ,�, �I �I;III;;II�;00 I r if (DI ' I I I I I I j w l Lo I I I I O \� 'L.JI I 6 I I I I J 1 I I I I I I ILn II I f�Yi�� /fDl I Q I I I Illi I I�I; i l � I I I I I I I I • III II I II III I l i l l 11 • : III I I ; I �I ' � � • I I � I I 1 r L I I o I I r7 LLJ I 1 1 I 1 I IIII I \I I I I I II!' Q 0 14q SHADE INDICATES LOCATION OF "STEEP SLOPES —MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 24"RCP — LEGEND BENCHMARK HANDICAP PARKING • BOLLARD SHRUB TREE —� SIGN ® DRAINAGE INLET DRAINAGE MANHOLE co CLEAN OU T vu UNKNOWN VAULT �s SANITARY SEWER 0 UNKNOWN MANHOLE TP TELEPHONE PEDESTAL TR TRANSFORMER LIGHT POLE O UTILITY POLE OE ELECTRIC METER 0 ELECTRIC BOX © GAS METER 0 UNKNOWN MANHOLE 11 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 v ° `o T E Y 0 T a ° 0 3 N a 0 v k� I / 1 E I I Y � I I � S411-117'30" o , In I 4 ° — — — — — —� �-- � — SAWCUT LIMITS FOR UTILITY CONNECTION z 1 3 / W�-- — -- — ---- z 0 s / EX. 1" WATER LATERAL TO BE EX. LATERAL, TEE, PLUG AND .c SS f _�- REMOVEDUP BUILDING GATE VALVE TO BE REMOVED SS / EX. 1" WATER METER T a y � TO BE REMOVED � ° ------>L-------, _ � ` i EX. CONCRETE SS >y / J EX. 4" WATELINE L TE WHEEISTOPS TO REMAIN — — 1 TO BE REMOVED EX. CURB TO F o BE REMOVED C EX. SHRUBS TO EX. TREE TO I BE REMOVED o / BE REMOVED <E / EX. VAULT TO o — / REMAIN EX. GATE VALVE AND WATER LATERAL I n TO BE REMOVED UP TO BUILDING Q� - I NEW MARKET- HOLLYMjD, LLC £ n D.B. 5125 EX. TRANSFORMER D N PARCEL ID: 0320C ?REMAIND 0- o ° E 3 o u EX. TELEPHONE PEDESTAL = s TO BE RELOCATED o - 6j a v EX. SIDEWALK TO ON EX. TREE TO BE REMOVED EX. CONCRETE STEPS AND o ® I RAMPS/// / /REMOVED ° EX. FDC TO EX. MANHOLES AND CLEANOUTS BE REMOVED TO REMAIN BE REMOVED , Y v 1: 'u ° a IN E `o "- EX. WALL TO N BE REMOVED — — — — — - v ro y v — ti RIP -RAP N (TYP.) v INV = 535.85 0 0 r®®® C z N E _ Q J D 1 N C z .7 C = O J N O � C N y L > C J � v Y � a o N O � J � y O ° L U Y O N N n n � C v o � v n ° 5 c v s 3 N n v _ W 0 0 " L C E T] J U p o 0r Two a W _ 104.43' EX. CURB TO REMAIN (TYP.)7co �41 O f CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE (SEE SHEET CS-101) r SAWCUT LIMITS (TYP.) J TO 2oC S41°17'30"W 53 41' 2 °2� \ BE REMOVED _ _ v \ a EX. CURB TO \ \ BE REMOVED \ \ \ \ Ia EX. SIGN TO BE REMOVED' \ ® EX. SHRUBS TO ® BE REMOVED \ \ \ ® �\ © LIMITS OF DISTURBANCE: \ \ 0.30 AC. \ _ EX. 6" SANITARY \ \ \ \ LATERAL TO REMAIN \ \ \ \ \ �— I z \ \ \ \ EX. ROW OF SHRUBS ono, \ \ \ SS \ \ TO 0 BE REMOVED j� \ \ \ \ \ \ \ - EX. SIDEWALK TO �� O BE DEMOLISHED \ \ �y NE CORNEROF ® 1 \ $ D.I. I Ij \ \ \ \ ELEV=542.74 I TARGET CORPORATION \ \ \ EX. WALL TO II D.B. 2896 PG. 171 \\ BE REMOVED n TOP=542.55 0) PARCEL ID: 03200-00-00-043BO \ \ \ EX. TREE TO IIINV=236.75 N \ REMAIN c V� EX. CLEANOUT _ c! TO BE REMOVEDIh i S EX. 6" SANITARY i �M ° EX. CLEANO,T • BE REMOVED�� BOLLARDS To BE • OF EX. 6" SANITARY LATERAL TO BE REMC • ELECTRICAL••• • • P• • BUILDING AND V .:VED X. BOLLARDS TO BE.r ;.• . EX. TREES TO -lEMOVED• •• REMAIN (TYP.) OLMIIVULE TRAIL SWtlCORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 TOP=526.42 FL=522.30 UF'=52b.1 ti INV IN=521.45 INV OUT=521.30 N A A 0 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. LEGEND: CURB AND GUTTER TO BE REMOVED SAWCUT LIMITS — — — — — — — LIMITS OF DISTURBANCE (0.30 AC) — — — — — UTILITIESTOBEREMOVED OR ABANDONED cn z O W 01 0 0 N rM N U Q z O vi o Lu Z a o U cc O U) n Y 7 U Q Z o o Of Z N Q c0 = Z U) U Y Ir 7 O N co J � _ W Y Z O _ Jcr c a Y J N o r N Q OO _ Lo ro 0 N RYA PERKINSS LIC. No. 046565 O �h/2023 , v 0 N O Ul N w00 O N wON ccn d a- Hcn} Q r Q m > m Q �_ p \ o z z 0 W `L W CD a Y 0 a 0 w u O O U Z J I..L Z 0 J 0 2 W n W z LL 1^r'� W J 00' LL O /�� LL N� < Q _ LY W U LL 0 O W Q w w m z Q SHEET NUMBER CV-102 C N W 0 U O N N Q ° 0 I v E Y O T a ° ° a APPROXIMATE LOCATION OF EX. 20' I I PERMANENT DRAINAGE EASEMENT s I I I APPROXIMATE LOCATION OF EX. 20' N PERMANENT DRAINAGE EASEMENT / APPROXIMATE LOCATION OF w EX. 20' UTILITY EASEMENT Li D.B. 2790 PG. 459 o ' I \\r----- -O- - - - - - - - - - - I Z \\I I NORTHING: 3934123.19 EASTING: 11499619.44 o I \\ I /� _ S411-17'30"W �_ _104.43' - - T APPROXIMATE LOCATION OF y EX. 30' ACCESS EASEMENT I �0 (� I / 41 34' ADA SIGN 00 (O/STgN AND(STING PAVEMENT (SEE SHEET CS-501) I ADA PARKING SYMBOL �N o---------- - I C(TYP.) I I (SEE SHEET CS-501) Io -�-- --I-- yF ° - - - - - - - - - - v J CONTRACTOR TO RESTRIPE EXISTING o PARKING SPACES AS NEEDED o / / �N I - - - - �_ 1 FOLLOWING MILL AND OVERLAY o APPROXIMATE LOCATION / R`SFc ` - - - 9.0' 9.0, 9.0 I( // "- OF EX. VARIABLE WIDTH / / nOy� \ CONTRACTOR TO MILL AND OVERLAY', s ACSA UTILITY EASEMENT / ACCESSIBLE PARKING SPACES TO 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 oo (SEE SHEET CS-501) y EASTING: 11499733.44 - - - - - - - - - - - - - - - - - - L - EXISTING DRIVE AISLE WHERE APPLICABLE I Lv I q Y, 3 / ---- ------ TIE TO N A ��_ S41°17'30"W 53.41' , 1--y / I I I - VDOT CG-12A RAMP 0 / EXISTING CURB _ _ _ _ _ _ _ TIE TO EXISTING CURB 2� - / L- - - - - - - - `R10.0' R10.0' R1-1 STOP SIGN AND o .. :.... co R5-1 "DO NOT ENTER" SIGN "LANE IS FOR DUMPSTER ACCESS '..' :. / o (SEE SHEET CS-501) Q E- - - - - - - - - - - - - - - ONLY AND NO THRU TRAFFIC IS i '° / PERMITTED" SIGN (TYP. OF 2) N 18" STOP -BAR ..I / 200 SF PATIO C,4 A (SEE SHEET CS-501) APPROXIMATE LOCATION OF / PROPOSED SIDEWALK I EX. 20' UTILITY EASEMENT n r / (SEE SHEET CS-5 LK (SEE ARCH. PLANS) j L TIE TO EXISTING CURB. CONTRACTOR \ D.B. 2790 PG. 459 o / FEN PROPOSED CE PROPOSED LIGHT TO REPAIR AND REPLACE CURB AND - - / POLE (TYP.) 6" WHITE STRIPE (TYP.) " ' (SEE ARCH. PLANS) Ar " GUTTER AS NECESSARY ° APPROXIMATE LOCATION m ° DRIVE-THRU CONCRETE CURB CUT OF EX. VARIABLE WIDTH I v ACSA UTILITY EASEMENT I WINDOW Dc CONCRETE DRIVE AISLE ° D.B. 3258 PG. 199 I n ° APPROXIMATE LOCATION OF EX. 20' 12.0' 11.0' 5.5' 5.6 I o PERMANENT DRAINAGE EASEMENT 1 NEW MARKET-HOLLYMEAD, LLC I PROPOSED t2,325 SF OTLE Q o D.B. 5125 PG. 209 I FE' 54419 o PARCEL ID: 03200-00-00-04300 \ ° DRIVE THROUGH I 1O LENGTH: 206' 1 .5.1' ° v "LANE IS FOR DUMPSTER ACCESS 5.7 .11.0 I�z \ E ONLY AND NO THRU TRAFFIC IS EX. TRANSFORMER EXISTING PAVEMENT Li -o PERMITTED" SIGN (TYP. OF 2) Q E DIRECTIONAL ARROW (TYP.) AND STRIPING (TYP.) N 0 EX. TELEPHONE R15.0' PEDESTAL I (SEE SHEET CS-501) A Wo m n R15.0' o "0 4" WHITE STRIPE AT 45' WITH 7' 13.5' 3 CENTER -TO -CENTER SEPARATION I 9,0 ' 19.4 .: o p' BM #2 D R15.0' , 33.3' o n NE CORNER s CONCRETE STEPS AND R15.0' OF D.I. 20 G 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. ° s STAIR HANDRAIL to � . ELEV=542.74 I TARGET CORPORATION N 3 0 5' CROSSWALK. .° D 'I D.B. 2896 PG. 171 o w (SEE SHEET CS-501) o ♦` o �'✓e A c,4 PARCEL D: 03200-00-00-043B0 CLEARANCE BAR ��� ° rn (SEE ARCH. PLANS) ° TIE TO EXISTING CURB ° LOOP DETECTOR (TYP. OF 2) i, / I n (SEE ARCH. PLANS) me h 0 a EXTENSION OF BRICK SCREEN WALL - ° APPROXIMATE LOCATION OF EX. (TO BE DESIGNED BY OTHERS TO MATCH EXISTING) .� STORMWATER MANAGEMENT EASEMENT n PROP ED DUMPSTER 6" WHITE STRIPE (TYP.) I Y- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I L m Y 17' EXISTING SCREEN WALL E RECYCLE TOTER (TYP.) 4" WHITE STRIPE ATE 45' WITH P7ANS) (SEE SHEET CS-502)^^^^ CENTER -TO -CENTER SEPARATION n � n � CONNECT TO EXISTING ou� v v SCREEN WALL '- NORTHING: 3933974.44 N EASTING: 11499787.07 O E SEMINOLE TRAIL SWBCORNER N U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 z C Q O J N 1 18" STOP -BAR i _ -_(SEE SHEET CS-501) • � I I R1-1 STOP SIGN AND i R5-1 "DO NOT ENTER" SIGN I r - -.(SEE SHEET CS-501) ° SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) H GRAPHIC SCALE IN FEET 0 10 20 40 n J � W 0 � a ° N O � J � Y � ° n a N N ° 0 � O L O n ° s C y N s � 3 N m _ W O p J C N T E U 0r APPROXIMATE LOCATION OF EX. 20' PERMANENT DRAINAGE EASEMENT 11499891.35 4f 12- SITE LEGEND LIGHT DUTY PAVEMENT SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE DETAIL ON SHEET CS-501 HEAVY DUTY CONCRETE a SEE SECTION ON THIS SHEET 1 A: A o ,d A VDOT STD. CG-2 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + vI__N-III-III-III-III-I I 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/13 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 SCALE: 1 "=80' if if 4 4? 2�_. 15' 24' 1 24' -- 19 ::J� . seB2 mV - 54&4 BBW.50.4 t 9<vftmr� AWR6 OOTPARCBLS t P"manmt Plaabn b rW. FFW . uAP•eme •. BeM•e0 2Bm~- - - - - - - - - - Ary NOR a PnMtWG tat MTURE O"PARCEL w Q 0 1n z 0 w 01 0 0 N L r7 N U Q Z > O vi o LLJ z o a U ro O U) N CC 7 U V) Z A o r O Q Z U) U Y d' 7 O N coJ � _ W Z Y O Jcr_ c a Y J_ o r N Lo ro 0 N RYA PERKINSS LIC. No. 046565 O �h/2023 , v 0 N O (n w w00 O N wON ccn a-d Hcn} Q r Q m > m Q �_ o Z ZCD 0 y W a Y 0 a v w u O O U m 12'.25a1,B/ 24' 2f 1w 1 0•I '§ ..:. 9 11: Sri tStt•M �8, 24 5' r---I BE50 S£ PYTw 5B 55 t B£" I ® m \\ " �IAACfet W ® i Ownpste P E y • M) 9' eo "E'N I N3 HRY w • £Pr 5515 - LL I '"41 SnLLM � .1� Ii 60Iui 5P IU �" I i 1 1 I 5{ 1 1 Li --.----- �To _ i g 1 - 5 0 916 11 N M1 -1. s9" Sp I• • w O LL 1 , 4w i3�LLI Q I� -•" a a O sr m bti� b . ® 9 N we• 150 ui .. r OUPAWKL H x2•t _ 1 :I�. Y 24' 18' 14,7004,200 SF P£S = 549.E 25' IL1` TV, EC Fr SB t - Spur w Use: AS 0 U nm wm 1B' W �, 3-1Yv15'WEH9 eixn J • Wakr puelily� SwalE 5,600 s 71 1 0l n Q W 7 w SEMINOLE mr> rr. TRAIL ;�/n PROJECT rr ;�.�-,-,+ AREA f Q U.S. ROUTE 29 V_ ---------------------Rm SHEET NUMBER_ -----per - CS-101 C r m N W O U W N N Q a C O O T E Y 0 a o z o N 'o y W 3 N a u ui 0 o m Z a v c 0 c `o M _ I �� Ma N E Z cn Y d W ci Z c Q O o o U = N 0 U U_ ro O o N Y CC) U o Q z o Z N 0 = o Z } o w r 7 co J N O n - `o = W Y o W ILu r O= � v c co a Y 3 J 3 N >_ o Q J ,3 H CIA E M wQ LO o w o rn � y N TR o C S U v /11// (•�. u N c N t U RYA PERKINS a v LIC. No. 046565 0 0 a `Ao 0 7�2023 o �w ANAL L o 0 0 N CD U N O V1 a w 0 CD = 0 w N In `o v a lY N Q� In m m °' a I`7 r Q o m O o n S \ w O 3 V U 3 Y 0 Q N Q w V w D = U O O o s v u E0 s _ 3 O = o v O u O O f ^ o M v MN J_ 0 a >_ a U w a N Y vuj E O T O c 1 1 I 0\1 1 1 1 0 0 N v N 0 ' ^ N N \'S' a, vJ N - O ai N u L N O O C n N � / J C W z ~ ° Cr, w N 0 LdLu c N `v L O W V) J � O �=O� ULL o � a o N O � J � N w s � Q Y° W w Y ..L Z v o � 0 s �s W t .3 J v ` < (n w S Q 0 o W W U 7 m U z Q m D SHEET NUMBER O r CS-501 CENTERLINE OF DRIVEWAY 5 5 G\C\ FOR 30„ 3/8" WIDE x 1" DEEP I 2 SAWCUT CONTROL JOINT GOB 4" CONCRETE, MIN. 3000 PSI STRENGTH a '. of 4" COMPACTED VDOT TYPE I SEE CONCRETE °//21-A STONE BASE 1' I it it �)I I ifi iPl li i SIDEWALK SECTION BROOM FINISH M �p 0 a' I 4' � (WHITE LEGEND, RED BACKGROUND) d d COMPACTED SUBGRADE NOTE: REFER TO � GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS TWO COATS WHITE APPLY 1/2" THICK PRE -FORMED PLAN SECTION REFLECTIVE TRAFFIC PAINT EXPANSION JOINT FILTER DIRECTIONAL ARROW DO NOT ENTER SIGN (R5-1) CONCRETE SIDEWALK 18"x12" R7-8 SIGN TYPICAL AT ALL GREEN LEGEND ON WHITE z ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL � � o_ p�p�� ON BLUE ON WHITE I�LI��LI/ PARKING BACKGROUND o wa 0 N 1.5' 2.0' � w � ADA SIGN POST U (PER DETAIL) a � 12"x6" R7-8P SIGN o w 1 Z TYPICAL AT ALL VAN GREEN LEGEND ON BACK OF CURB 0' ACCESSIBLE SPACES VAN WHITE BACKGROUND a �oT � w a ACCESSIBLE � o 12"x9" PENALTY SIGN (AS REQUIRED BY STATE OR LOCAL CODE) STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT STRIPE CROSSWALK WITH 2 COATS WHITE REFLECTIVE TRAFFIC PAINT NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING 30" SIGN PER PLAN 5/i6" BOLT IN 3/8" (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) SHAPE AND SIZE VARIES ADA PARKING SIGNAGE (PER DETAIL) D o � I � I 2.0 MIN. IN SIDEWALK AND PAVEMENT AREAS � \ � VARIES 2" I.D. SCH. 40 3" GALVANIZED � GALVANIZED STEEL PIPE SQUARE TUBE N .. (WHITE LEGEND, RED BACKGROUND) w USE 4" SCH. 40 STEEL PIPE STOP SIGN (R 1 - 1) o FILLED WITH CONCRETE WITH TOP ROUNDED. PAINT TRAFFIC � m ^ YELLOW IF SIGN IS WITHIN '� O PAVED AREA OR SIDEWALK � R=4" p z O � O SLOPE TOP OF d � PAVEMENT / CONCRETE � FINISHED GRADE o LL 2 COATS OF 4" GROUND PAVING SURFACE / WIDE BLUE TRAFFIC — — — — — — — — — — — _ — — PAINT (TYP.) 'I ��� 4000 PSI CONCRETE 6" DIAMETER R=14" CONCRETE BASE 6�- NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST Plotted By:McCray, Stephen Sheet Set: Kra Layout:CS-502 SITE DETAILS January 17, 2023 02:26:12pm K:\RIC_CIV\113342000 — Hollymead Chipotle — Ablemarle\CAD\Plan Sheets\CS-501 SITE DETAILS.dw 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. ;i O rµl ' n n o n o IIII 1 IIIIII III;II IIII�IIIIIIII'I IIIII IIIIIII III;II m mm m mm mI m II,IIIII,IIIIIIIIIIIIIIII111,1'41IIIII IIIIIII IIIIIII x Z m m 01) 0 ` 0 ` 0 0 0 z z EI EII EII 111LII III III III n nI;1'I;PI;I!1;1;1!1;�1;1!I;Pl;lil;l;l!1;�1;1!1;�1;1!1 z zI!'I�IIl�II;l11E111'11;P;IIl�IIEI��'I1; ton v v I'III�II�IIIIII�III�II�III;IIIIIIIIIIIIIII;IIIIIII�II�IIIIII c c y1,1 11,1 ,I 1,11,11,1 ,I 1,11,11,1 ,I 1,11,11,11,1 �1 II II 11 II II II II m m I;I;I I; I;I;I;I',III;IIIIII;IIIIII;II IIIII III;II IIIII III 1 III,III IIIIII III,1 IIIIII IIIIII IIIIII IIIII C m m m n n I I I I I;II III;IIIII I;II I I;,I I I;II I I;II I I;II � �— m IIII IIIII II IIII II IIII II IIII II III II IIII IIIIII II T O p,I,II O m mII! 1 IIIIII III�1�1 IIIIII IIIII III �I IIIII II! �1 I,I�,I I,I,I, I,I,I,ll,l;l, I,I;I,hhI,III,I I,I,I, IIII, M � > z m EI� IIIIIEIIIIII II IEI�,III IIII O x 11;1'I;III;I!I;,I;I!1;II;III;�I;I;�I;III;PI;I!I;II;III; M z v yr!1!1!E!I!1!�hII!I!IfE!�E!�!�!1!,,�iE III II III IIIIII II IIII II III II IIIIIII I I III II II I1111 III II hPIII;II IIIIIII�IIIII IIIII IIII I �1IIIIII I !!{II,II!'!!I111 II�IIIIII o / Q o / T ---- _ �'-------- I - -� T I N I I I --- - - - - - - - - - - CONTRACTOR TO MILL AND OVERLAY I ACCESSIBLE PARKING SPACES TO 0 ENSURE ADA COMPLIANCE ----- - _ SAWCUT LIMITS (TYP.) W - - - - - CID ALL EDGE OF PAVEMENT ELEVATIONS- - - - - - L N SHOULD MATCH EXISTING PAVEMENT u 544.48 544.48 \ P P N \ I 544.50 \ \ o P 544.49 CONTRACTOR TO RAISE RIM OF EX. - SS - �- SS-- SS I SS P MH TO PROPOSED GRADE - N �- SAWCUT LIMITS FOR UTILITY CONNECTION. _ 44- - 0 CONTRACTOR TO REPAIR PAVEMENT TO MATCH _ ° EXISTING DRIVE AISLE WHERE APPLICABLE Z a _ v CE E Y W fS W W IW3 ----- \ \5F4S3.M57543.38544.24. ME - TC I Y544.03 1 I I IiI=I=I I I 1 6I I I I 1544.10 ItI I I l E I �1 1 543.51 O 544.00 5.DTC ME TC HTCTC 544.02 _ FS ME \ \ \ TC 543.93 \ \ \' ` ETC ME To--------------- APPROXIMATE LOCATION OF WASHOUT AREA (SE 'SH�ET CE-502) \ VDOT CG-12A RAMP \ / _ 543 TIC Y 1= 543.98 1 PS TP V \ \ �- 0 544.11 . - \ I c ° I I 544.10 I> � o I I _ I 543.93 544.53 PS TC BC 543' 7 - \ I v TC TC TC 2' CONCRETE CURB CUT I \ \ -) ° I I I PS \ S I 544.19 Q 3 544.04 FF Ps 43.5E \\ I \ \ .3 I I II r 544- - FS TIC ME 544.15 �- - \ p \ \ 1 � TC 543.34 \ \ \ o I I = 1 TC ME \\ \\ \ \\ 5 I I ' OPS 543.84 \\ \ Q 3 n I I� TIC \\ \\ \ SS \\\ v I I INi i �- I TC FF E I I I I x x- 543.29 \ \\\ o I i I II ��a I I I� TC ME\\ \\ \ / x Zi _ - - - - - ___ r I i I / / o \ 54�K05 / -TC H 543.88 o ' E v TIC 0 o I I I TP x / /544.10 TC FF� \ \ \ _EI _ / FS \ k .14 D IPs 9 I I � / / Sgs y�y I _ / \ 'M E/D, LLC I X " PROPOSED ±2,325 SF hx N > 20 I �� 543.44 CHIPOTLE I . A I = 3 _ ,i TC 544FF FIFE: 544.19 X Y D-0 -04300 I SF I FS 4.,5 a I N x� M x n I \ 9 542.79 �/ / / \ I I , `LIMITS OF DISTURBANCE (TYP) \ \S42, 3 I I TC \ / / \ \ - 0.30 AC. \ \ \ J 542.19 544.19 7 Ca i� (7 FS FS / I - U x 542.56 2' TRANSITION 544.19 543.21 544.19 542.18 a_ TC TO FLUSH CURB FF FS fS TC: I ° / - `° I / 542.75 ° T543.18 o x ./ / I a - 542.15 FS FS I SF LI I BM #2 I --- I-�-/ FS 542.17..544.17' // D I I J / I NE CORNER FS FS - 1 n 542.16 F� : / L7 - OF D.I. FS s ' / 543.13 I Gi © 542.21 541.65 542.07 PS / 543.11 FS I I `' ELEV=542.74 z o II r x TC FS TC BC - - 542 / D FS J T o I----I-L -�_ // \\� // 54161 I // x - 541-- / TC\, . Q�\ PS ATOP=542.55 INV=236.75 I 2' TRANSITION 541.85 I 1 I . D / � I I CONTRACTOR TO INSTALL 30" / TO FLUSH CURB TC \ 0 ° 5 rt ` `._� - - TRAFFIC RATED NYLOPLAST INLET 3 y I / 61 x 541.FSA' 4p. 541.5E "'_ SS T w o FS sII I - 3 ° O - - --- - TP Q E 541.12 540.93 I / SS - z 2 I x wo �� P '9�f RIM TC1.12' 541.15 ME co), o I / III TIE TO EX. PAVEMENT' z N - \ Q - - .1.80- °60° rr �I p 54PO.I6E - _ m - _ L � - /I 535.94 -O BW I TS 541.25 - 541.16 541.02 \ \ $�\ �'- _ • �I �\ I J --r_ L T - P- P \\\ 540.81- \ C' S g \ \ �\ SCREEN WALL TO FUNCTION AS X �� P . m �iil=ITPi�I IIi'I �Ii=�� _ RETAINING WALL IN THIS AREA o' ° (TO BE DESIGNED BY OTHERS) SF 536.65 TP 3 \ \ --15"RCP C RIP -RAP BW = / -ems / Y o (TYP.) �� CONTRACTOR TO ENSURE �O IP SHADE INDICATES LOCATION "STEEP OP-539 6f / SLOPES -MANAGED" AS IDENTIFIED ON \ DRAINAGE AWAY FROM EX. I \� = 35. 85 WALL TOWARDS INLET ALBEMARLE COUNTY GISTYP.) / I ( L�-515.90 INV 5 N N n a 0 o \\ \ - / � O ----------- ---- n s\\ \ c \\\ -535- - 53 537 s -1 _7)7[7�= 36 w 5 0 0 4 C E 32 532 531 531 o r 1 ~ 3934162.06 11499733.44 S4101\730"W - 53.412 101 WWI 0110ImIaEel 9\101 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 SILT FENCE SF X - X X 250 LF 3.07 INLET PROTECTION IP ® 2 EA. 3.31 TEMPORARY SEEDING TS - O ELAC] 3.31 PERMANENT SEEDING 3.38 TREE PROTECTION TP TP TP El 140 LF I AC. LIMITS OF DISTURBANCE F.0.3E 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 .L 0 5 10 20 O,Q �y w Q cn z 0 w o' o 0 N L r7 N U Q z> O vi o H Z a o U ro O U) n Y 7 U Q z A o 0 0 Q Z U) U Y Ir 7 O N co J � _ W Y Z Lu Lu O = J c_ a Y J N o r N Q Lo ro 0 N RYA PERKINSS LIC. No. 046565 O �h/2023 , v 0 LJJ w00 0 N tr v a- _ Y N wON Q \ p \ 0 o ccn In Q J a U Ul (n m o w U v, w O cn m � a X O > m o U w S U 0 J z O 0. z 0 z O O U a. _ Q z0z0. z O� Lu 0 Lu Q 0� LJJ V vJ WCrl z LLJ L1J 0- LL LL LL O o 0- 0- LLI W U LL 0 Q o LLJ J Q W w m z Q SHEET NUMBER CG-101 C N W O 0 Q C 0 0 I a v a Y 0 T a 0 L_ 3 N a 0 0 Q 0 0 T v Y T d c 0 0 a 0 O 0 c 0 0 `0 r C 3 3 D 0 0 Z � 3 J 1 C r 0 J O O E r i o 3 w u N c � o c a 0 0 i a E -o 0 `o E_ 0 1N � 3 0 � Q � 0 a> a o n N J 0 3 0 O � U E s - 3 0 = o v � o � w N o a I Y v a N E `0 � T 0 V � V N N D - `w � N L O o C C 0 W E J Z Q C J � 1 0 r N - O J - - C v L � C J � v Y ] 2 o N O I J � N O � L -O Y 0 N N n n 0 v o � 0 n � 5 c v s 3 N n v _ W 0 0 C E T J 0 p o v � 0r �n I I NORTHING: 3 34123.19 / T I . EASTING: 11499619.44ko _ S411-17'30"W I I / 7 I 1 --- -I UTILITY QUANTITIES WATER QUANTITIES: 2" SCH. 80 PVC DOMESTIC WATERLINE 1.5" DOMESTIC WATER METER 4" PLUG 2" 45° HORIZONTAL BEND 4" TAPPING SLEEVE AND VALVE SEWER QUANTITIES: 6" PVC SANITARY SEWER 4" PVC SANITARY SEWER 6" SANITARY SEWER CLEANOUT 4" SANITARY SEWER CLEANOUT 1500 GALLON GREASE TRAP _ 104.43' N I IN I0 EX. HYDRANT AVAILABLE FIRE FLOW. 1344 GPM �I / W�-- - -- - ---- 1 - SS f - +- - I SS - - SS s T �-------�EX. 4" WATERIINE� ----------�S�SAA W W \ NORTHING: 3934162.06 \ \ \ 2 EASTING: 11499733.44 \ vvv S41`17'30"W = 5341' TLg \ - o \ \ / 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 -PROPOSED LIGHT - POLE (TYP.) - NEW MARKET-HOLLYMEJD, LLC D.B. 5125 PG. 20 3 PARCEL ID: 03200-00-0�-04300 2" 45' HORIZONTAL BEND 92 TOTAL LF OF 2" SCH. 80 r PVC DOMESTIC WATERLINE 2" 45' HORIZONTAL BEND 12 LF OF © 6" PVC ® 4.42% \ I \ \ \ T4 \ \ \ RIM: 538J5 INV IN: 53 . 6" PVC \ e � PROPOSED t2,325 SF I \ CHIPOTLE e \ FIFE 544.19 EX. 6" SANITARY - \ SEWER LATERAL \ -SEE BUILDING PLANS FOR DOMESTIC WATERLINE \ CONNECTION I \ \ \ \ CO 1� RIM: 542.20 INV IN: 539.65 6" PVC \ / IF 1 15 LF OF 6" PVC ® 1.45% I` RII CO 2 (TRAFFIC FIC RATED) TED) RIM: 541.18 - -INV I IN: 539.43 6" PVC- - - - - 14LFOFJ - - - - - - - - - - - ---- 6" PVC ® 1.45% GT 1J RIP -RAP INV IN: 539.23 6" PVC,,,,. (TYP.) 1500 GALLON GREASE TRAP INV = 535.85 (SEE SHEET CU-501) NORTHING: 3933974. EASTING: 11499787. GT IN: 539.03 6" P� B1 & B2 / 41 \\\ \ SS \\\ SEE BUILDING PLANS FOR loo \ \ SANITARY CONNECTION N \ \ \ 12 LF OF w \\\ \ \\\ 4" PVC ® 4.05% O CO 5 - RIM: 542.39 INV IN: 539.69 4" PVC BM #2 \ \ \ \ SS NE CORNER \ I \ \ LOOP DETECTOR (TYP. OF 2) ' ELEVF 542.74 IJ TARGET CORPORATION \ \ \ (SEE ARCH. PLANS) \ D.. e 30 LF OF / I� OP=542.55 W D.B. 2896 PG. 171 PARCEL ID: 03200-00-00-043BO \ \ \ \ 4" PVC 0 2.65% IINV=236.75 111 N 10) \ \ . .0.. CO 3 (TRAFFIC RATED) ��l RIM: 540.71 cn INV IN: 538.90 6" PVC III i y�T1 INV IN: 538.90/4" PVC CO 4 (TRAFFIC RATED) I� SS -1 / RIM: 539.91 � I • INV IN. 538.50 6 PVC i I--- ----; I ,NIP CONNECT TO EX. 6" SANITARY SEWER LATERAL WITH TRAFFIC �G••oro RATED CLEANOUT. EX. INVERT IS AN APPROXIMATION BASED ON LF OF PVC ® 1.45% -SDP200300081 AS-BUILTS. CONTRACTOR TO CONFIRM LOCATION AND INVERTS OF EX. LATERAL PRIOR TO CONSTRUCTION NORTI rl EASTI SEMINOLE TRAIL SWBCORNER U. S. ROUTE 29 OF D.I. TOP=526.42 (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 om�= = TOP=526.18 INV IN=521.45 INV OUT=521.30 N A A 0 TOP=526.26 FL=520.40 g SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) ss�s GRAPHIC SCALE IN FEET 0 10 20 40 104 LF 1 EA. 1 EA. 2 EA. 1 EA. 78 LF 30 LF 4 EA. 1 EA. 1 EA. 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. cn z 0 w 01 o 0 N LM r7 N U Q z> 0 UI p I Z a o U ro O U) n Y 7 U V) Z o o o Z N Q c0 = Z U) U } Ir 7 O N co J � _ W Y Z O = J I- a co � J N o } N Q ro 0 N I RYA PERKINS LIC. No. 046565 O �h/2023 , v 0 N O Ul N w00 O N wON cc n > Q' a- H Q \ I\ n Q m } m Q �_ O \ o Z Z Q y W a Y 0 a v w (U!l O O U J W z LL I� W J o0N LL LL O LL N� 0- < _ LY LIJ U LL 0 O LIJ Q w w m z Q SHEET NUMBER CU-101 0 0 0 Q ° E s N E 0 a 0 3 N 0 m 0 0 Q a 0 0 s i v Y 0 0 0 a ° ° 0 c 0 0 0 0 N `o y 3 ° 3 v D � J 3 Q 0 � o Y 3 J � D E 0 I r 0 Y v ° c 0 i 01 0 a E _ C o ° E `o � 0 Q 3 I � o ° � n J N v ° O 3 N E - s o s S 3 0 h 2 o 7 0 > o a Y u u Y n ° D E 5 o n T O v O y ai V v N o� 0 `o o „ � C v J D a ° r n� C J � a, 3 a o ° 0 o ° n a v 0 ° o � u n ° y � 5 � 3 n " _v E n 0 p o or 0� SANITARY SEWER PROFILE FROM BUILDING TO CO 4 556 556 EL ° U > a- 552 m a: 552 (00 o to O a m rn c�a yr In rim. w IL 7 o ?o to0 548 m�U» Z t n acJ o >a>�Ua 548 Q.. >_Q a.QM> Co n co't o O OO Q - tD LO Z 0Cot » OD 1D 0ao N O O 0 M Q^ n M i(7 U�).�0 U� Z Z coo M tC) a'p 0 tt) H� H 1Z-tD M QD>M1n __ m r M ZZo ofM,�F 544 N00 os»> nzo 544 U�Z-Z-Z .t - SEE BUILDING PLANS z > c~j ? z z FOR SANITARY F > CONNECTION ? PROPOSED GRADE 540 540 12 LF OF 6" PVC ® 4.42% 27 LF OF 15 LF OF 6" PVC 0 1.45% 6" PVC ® 1.45% EXISTING GRADE 536 14 LF OF 536 6" PVC 0 1.45% 9 LF OF 534 6" PVC 0 1.45% 534 10+00 11 +00 SANITARY SEWER PROFILE FROM BUILDING TO CO 3 552 552 a j oIt a. r 548 N 0, o a 548 .tD N 0 rorn 0 0 M aaa Q Co O to s s of t0 It 0 N= a H U 0 0 3 N ?U�iii� tb a0M OzZ Q^ to MLo traLOto.. 544 oft _ _ ~' z-z 4 In r om>>> Ua.ZZZ 540 JOFEXISTING 540 12 GRADE 4" PVC 04.05% �B4POSED GRADE 30 LF OF 4" PVC 0 2.65% 536 536 534 534 87 Ln u7 Ln 10+00 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER: Ryan Perkins, P.E. DATE: 1/17/2023 PROJECT NAME: Chipotle - Hollvmead 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 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 5'0' 318, 2' 3'1' 510' 3' 5' MIN, 4' 5' MIN. 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, FIRE AREA CONSIDERED Construction Factor C, =18 (F) (Ai)6'5 Ci : 750 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 Fa (Worst Case) Occupancy Factor - Oi : 1 SIDE VIEW . •. A.. a q 6" MIN. 6" MIN. f 17.5" 4'. a•4, a 60" - 44" MIN. EXPOSURE (X) AND COMMUNICATION (P): �- 36" X +P y 0.00 +P a ' ' d 1 1 - "4 4 - d X2+P2- X5+P5- 4 X3+P3- X6+P6- 18 MIN. ' i.0 17.5" (X+P)I = 1.0 + E(Xi+Pi) - B " 37" MIN. ': - - - _ DOOR HINGES (Max X+P)i=1.75) 1.00 (n=NUBEROFSIDESOFSUBJECTBUILDING) I 12" MIN. HINGNUT LOCKING ASSEMBLY M.:, NEEDED FIRE FLONV 1.75' ➢IAMETER DRILLED I UNITS FOR TOUCH READif NFF - (Ci) (Oi) (X+P)I NFF - 750 I BYPASS Automatic Sprinklers: NO Reduction Factor: 0% % X NFF = - 0 C i TOP VIEW I I TOTAL: 750 I 3" DIAMETER FLAT NOTES: I I BEARING SURFACE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. Required Fire Flow- Rounded: 750 gpm I LIFT HANDI UNDERNEATH 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". LE I I MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". L- - - - - - - - - - - - - - - - - 2a' X 36• 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED Fire Hydrants Required*: 1 HATCH UM ACCESS WATER PROOFING COMPOUND. I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT TYPICAL METER VAULT N.T.S. TYPICAL METER VAULT (1 1/2 " METER) SIGNATURE: 01�4_ P.E. FIG, W-7A NTS FIG. W-7B *COMMERCIAL AREA REQUIRES 350 FT. M CIMUM HOSE LAY TD-14 TD-15 References: NFF calculation procedure described it A.W.W.A. M-31, I.S.O.'s 1980 Conuttercial Fine Rating Schedule and I.S.O.'s 1980 Fire Suppression Ratite Schedule. .9/94 45' 2 max L ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values PLACE 5' GALVANIZED "WITNESS "POST WITH (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ACWWA Project Number a TO HIGHWAY DEPARTMENT APPROVAL. �� I ' max Building address or number 109 COMMUNITY STREET I 4• I : 4 0 ' PLUG FINISHED GRADE I I• Residential or Non -Residential Non -Residential .� I 2 i I I Pressure Zone at Project 65 (Obtained from ACWWA or Hydrant Test) r 1 1 Fixture Value Number of Subtotal I fiJ, Fixture or Appliance (at 60 psi) Fixtures Fixture Value I I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID FOR ALL BENDS FOR TEE OR WYE FITTINGS Toilet (tank) 4 2 8 Z u -WIDEN TRENCH TO ACCOMMODATEL41 Toilet (flush valve) 35 0 0 ANCHOR IF Urinal (wall or stall) 16 0 0 Z N REQUIRED. Urinal (flush valve) 35 0 0 rnlnBEDDING AS Shower (single head) 2.5 0 0 REQUIREDSink (lavatory) 1.52 3Kitchen Sink 2.2 4 8.8 Utility Sink 4 1 4PDishwasher 2 1 2 M.J. GATE VALVE MIN.Bathtub 8 0 0T Clothes washer 6 0 0 - - -- SECTION 1-1 SECTION 2-2 Hose connections (with 50 ft of hose) 3/4 in. 12 2 24 WATER LINE Miscellaneous Bedpan washers 10 0 0 iP ib DriDen al uuni sins 2 0 0 2500 P.S.I. CONCRETE b n 2'x 2' BEARING AREA. Combined Fixture Value 49.8 THRUST BLOCK 4 a. Demand (gpm) d G d Pressure Adjustment Factor 1.05 a a PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CUND. (FEET) CU.YD. 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 22 1/2 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 1.83 2.33 2.84 0.18 Total Adjusted demand (gpm) 46.2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES Required ACWWA Meter Size 1 1/2" 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. NTS CONCRETE THRUST BLOCKS FIG. W-5 NTS FIG. W-3 TD-3 TD-9 Cn Z O W o N L N U Q Z > O o Li Li z Q o U ro O U) n CC 7 U Q z A 0 O r O Q Z U) U Y d' 7 O N ccJ � _ 1- Y Z WLd LU O _ J of Ica Y J N o r NE Q OD _ 0 N RYA PERKINS LIC. No. 046565 O�h/2023 , U CD N O In cn � Lii�o O N W0 � > d- a_I.,� H Q cn Q m > Q p o Z Z o y _ W ¢ 1 0 ¢ N w V O Q U J Q W CO Q LU c LU J o0 LL 0 0 W 0- Of Q _ 2 0_ Of W U n/ LL Z 0 Q U w Q U..� w m Z Q SHEET NUMBER CU-501 u C *Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire 0 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 not exceed one half footcandle.* C O 0 T Y 0 T L 0 ° 3 N L 0 L N o , i0 o / E/+ Y 0.1\� 0.1.1 0.2 0.2 0.4 0.5 0 9 / /1.2 1. 2.1/ 2.4i 1.9 1.41 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 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 11 WM4 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 EXISTING GOOSEKNECK 1.000 8991 TRACE-LITE TL106-HPS-150 o 'o ----- \\ 0.1 0.1 1+ 10.1 [ 0.2 0.2 �.A s 0.6 1.0 1.6 2. T �q /oCi.i 1 3.81 3.0 g 1.0 0.604 03q 0.3 0.2 T +O �8�2. 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Prepared by: 10.1 4]i1.17134, lJ 44 o \ I 1kk r _ _11 _ _ LIGHTING VIRGINIA CENTRAL ° 1 0.1 1 t.'f 0 2 0.3 0.4 0.7 1.6 2.1 / 3.1 5.3 6EXISTING 2 z Gbo EhEtk -H s o.s o.4 0.3 .2 o.z o.2 0.2 0.2 o.z o.l o.l o.l o.l 40OG-2 Southlake Blvd. 15 00 Richmond, VA 23236 -----I+ + ' ING25UOSEKNE + Tel: 804-379-7777 1 0.1 0.1 0.1 0.1 0.2 0.3 0.9 0.7 2.4 3 r4 6.8 a 0.5 ��k.4 .3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 www.lightingvirginia.com ) w m Io -1 - 0 'o / ------/$1--0-1--4.4- ///� --2--0-a .6 1 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 1.221' 1.9 3. 4 5 6 01 17.31 7.8 6.9 7.3 5. 0.4 / NOTES: o� 3 0.1 0.1// 0 1 0.1 0.2 0.2 Q-9- + 1 0 2 8 3.1 .0 6. 6.5 6.4 6.1 4. .0 �.7 +.7 + 5 0.4 0.3 0.3 0.2 Z 0 /// / -1.5 _2. - �0) 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA 1 , / 3 / 0.1 �.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 4.9 3.8 2.4 1.1 �.9 + 1.1 0.9 0.7 0.5 0.3 0.2 CENTRAL, ADAMS PARNELL, LLC. 3 z� _ ; \ \ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN J ---- o.i -b.i -b-1, 0.2 0.2 0.3 0.4 0 9 .7 2.0 1 0 2.7 3.1 3.0 3.3\�.2 \\ 2 .5 4 2.2 S41`17'30 2„4 W 2.9 2.3 -- 53.41' 2.o i.2 b. 0.4 b.3 THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT B r / I I -� \ \ - - - - T,OP �p� RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED / - - - \ - T / .0 + 0.1 + 0.1 + I 0.1 0.1 0.2 + 0.2 * 2.1 + 2.4 .0 + \* 2.8 3. + 2.7 .y + 2. + 3.2 4.7 + + 6.5 5.0 + .0 1.6 0.9 + 0.5 0.3 PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY � L - - - - 1 \ OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE u \ JURISDICTIONAL CODES. 0.0 0.1 0.1 0.1 0.1 0.2 0.2 1 + 0.3 .1 2.6 2.9 .2 + + 1 7 \ + 3. + 2. + 2.6 \\1 + + 16.3EWSTING•OPOLEo + 0.9 0.5 0.4 n , I \ AIN MH: 15 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY o a i o a / 0.0 0.0 0.1 0.1 0.1 0.1 1 0.2 0. 1.7 4.1 3.7 i.3 +\ 3.4 �. + 2.9 o 8.8 \ \* 18.7 1y.0 •.7 2.1 1.0 0.6 0.4 AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS ORIENTATION i 7 E / / I .4 .1 .. \ \ MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE 1 \ \ ® \� PROJECT. o--------/ - 0.0 0.0 0.1 0.1 0.1 0.1 0.2 I + 4.3 6.2 5.0_ .8 3 N/M 4*�.4 4.9 3.9 3. .9 5.8 7.7 6.2 .5 1. 1.0 0.6 0.4 E I _ MH: 15 \ \ \ \ \ 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO m \ n w Q + 0.0 + 0.0 + 0.0 + 0.1 0.1 0.1 + 0. + �0_1 + 91.0 + 6.0 + 7 9 + 6.0 + 4.1 + 3.6 +\ + 4.9� + 9 8 + i 0 + \ 0.6 \ + LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE v R3 .1 .4 .2 .0 \3.6 \ I \0.4 \ \ MAY AFFECT FIELD RESULTS. o NEW MARKET- 0OLLYMEAD, LLC � `cf MH: 15 PR POS 32 25SF + + \ \ + \\\ 0 n 0.0 0.0 D�:o512�.'G �1D19 0.1 0.2 2.1 �j9.i 8.9 5.8 .0 4 CH OT 9 V15'• 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 PARCEL ID: 03200-00-00-04300 ® H: 15 \ \ \ \ \ OWNER'S REPRESENTATIVE. o \ D 3 + 0.0 + 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 �r 0:6 \ + 0.4 s \ 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE E pp 00 I \ \ \ DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR 0 3 Z + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0. + 1.`3' + 3.5 + 3. .1 .9 WM3 .3 + 4 0 + 4.2 + .1 + 8.5 + + 12.5 8.9 +'A 4 + 2.0 + 1.0 + 0.6 + \ 0.4 \ \ PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. m MH: 15 w \\\ \ 0.0 0.0 0.0 0.0 0.1 0.1 0.2 5 3.2 + 4.1 7. 6.6 4.1 .6 3 4 .9 6.6 + 5.8 .4 •�XI§2FING5F'OL�.O + 1.0 + 0.6 + 0.4 \7. NO LIGHT FIXTURES ARE PROPOSED ABOVE THE METAL TUBE WALL FEATURE ON THE BUILDING. N m © MH: 15 4 + 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 0 a �I p 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 +HS :2.A I 7.1 6.9 +5.4 ��,� W. .6 5.8 3.9 ice$ 1. 0. 0.5 0.3 Y u C m a 1' s + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.2 + 0.3 0. + 0.8 + 1.7 + + + + 1.7 1.55 1. .2 + 1.2 + 1 p + + 6. + 4.9 + .7 2.9 + + 2.3 1.8 i > 1.0 0.6 0.4 0.3 E o V- p T + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.2 + .3- + �:4 + �. + :7 + + + - - - :6 - �.5 + -0. + 0.5 + 0.7 .6 + 5.1 + 4.2 + 3.1 2�2 .F + 1.3 1.0 + + 0.6 + 0.4 + 0.3 + 0.2 o V jV + + + + + + + + + + + + + + + t? -0. - + rem' + + + + + + + + + v.------------2..b-0_0-��-2..b-0_LJ)�-2..�- 0.1 0.2 0.2 0.3 0.3 0.3 0.31E 0.5•- 3.3 2.7 2. 1.6 0.9 0.6 .5 0.4 0.3 0.2 0.2 h RIP -RAP i N (TYP.) I 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 �1\0.3 }.0 + + ,0.5 0.4 P.3 0.3 0.2 0.2 0.2 \ _ J r o `0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 + i 0 e (:�C@ + + 0.1 0.1 + 0.1��� (0.1 0.1 0.1 0. -O+ 0.3 + 0.4 + 0.3 + 0.3 0.2 .2 + 0.2 + 0.2 + 0.1 + 0.1 _0..1 01 E �Q.1 _ O ^ W V0.1 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 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0 Z N 1 C ° + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 + -5. ram 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 0.1 0.1 0.1 0.1 Z o .� J 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S+2�s'4MIIATOLL' oT AIL+O.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 b.l b.l b.l b.l U. S. ROUTE 29 v (VARIABLE WIDTH RAW) 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 0 N � n n � C � o n � s � y m s 3 N w _ W 0 0 L " C E T] J ° o ° GRAPHIC SCALE IN FEET 2 0 10 20 40 O,Q Ty Cn Z 0 w 01 o 0 N LM N U Q z> 0 vi o LLJ Z a o U U ro O CC NOf 7 U Q Z A 0 r o Z N Q c0 = Z U) U Y d' 7 O N c0 J � _ W Y Z O _ J d Y N � J N o r N Q LO ro 0 N v 0 N O M N w0 0 O N ON w U) > d a- H Q r Q m > m Q �_ \ o Z Z 0 W W CD a Y 0 a v w (U!l O O U Z Q n 0 `Z_ 1 r2 V J LU z Cr, N� LL W J o0�/ LL O LL NL < Q _ LY W U LL 0 Q U W J Q w w m Z Q SHEET NUMBER CL-101 C N O O AT N Q 0 O s T N E Y O L 0 D OZ 3 LOT ,Z m Q TZ 0 u O An <G I O O S I E _O C O 0 2 0 U C o 0 `0 r >: 0 TJ C Y) m Q 3 A + n J .7 S z .- .7 m J E 0 0 O X) U n 1 m J y J m O O a) 0) U � Y) .O_ C N 0 a `m O J 0 N O C E 0 0) O n 0 I m 3 CUT N O m - CL N S n 10 m O 0 N 3 E O U S s 3 Z O V .- D m .N. ,i- U h h U C 0 > Th 5 O I FL C Y U . 'u a m EAL L_ 0 C N O I T V c v O o U U u) C J , N M - N U t L O mm C O O � C Y) a J E Q m y) C 21 C V D Z m _ O = c D . M J N L D n ✓ J C �) vat W Y a O m O C J U, To () U L U Y O 0) m n a N N C ro o L U n m _FC N L .3; 0) 0 N O O 2 w E n 0 p 0 m ..N or 1 - Joo Name: LIGHTING 109 Community West Site VNRGINIA R3 SOLID STATE AREA LIGHTING PIIOJECTNAME: BAZAR SERIES -LED PROJECTIVN: w..-., S P E C I F I C A T I O N S ---1 OPRCALHOUSING He cast low wooer aluminum A956 all <0.2% Co e•w� -- Heavy PP alloy; oper) MF,. asHumbl with Imo ml Coolie BESThe O cal Porrel mounting es ' 9 9P e surtace Is milled Aaf (surtace vatlance <z W2') o facilitate -- _ in lmnsferof heal to housing and Cooling Ins. Solid border wall se roes o tical and electrical com dmenss.The optical ppaa P Pa ph and elecirlcal compartments are InTegmted to create one osaembly. Minimum wall thickness Is.] IT ELECTRICAL HOUSING w/ INFIEGRATEDARM Heavy cast law Coogpper alumriinnumfte (A356 alloy: <o.2% Copper) z blymenr ontl a flat alurface on the tolp of meet armao comport accommodate a photocell receptacle. 3olitl barrier wall separates optical and electrical compadments,The optical padd`g`f and electrical compartment WHIT rile integrated supppp-a arm combine to create one assembly. Minimum wall thlNni Is .188. Cost and hinged driver assembly cover i6 integrated with wiring comporhnenf cover, net PLNPOmICS EmiBen LEDR no are odon a metal core PCB with earn emitter located one pper thermal transfer pad and enclosed by an LED Wmcor. LED optics completely seal each Individual emitter to meet an IP HD rating. In aaymmettla distributions, a (MODELP12R ALKIRA R-G&RUMil ) mkroNaA MrInside Me mhactar redk the house side emitter output towards the ere NOW and functions as a house side ehleltllnqq element. Refactors are In lion molded H12 acrylic E h LE O fmct led 1 lire 'N tl PATENTNNDING tic re or Is sea o over on evil er an a. refmaors are retained by an aluminum frame. Any one Panel. or 1 group of Panels in a luminaire, have the some optical pattern. LED refmctor produce sorMard site/area distribution. Panels are said replaceable and field rotatable In W- Increments. LED DRIVER(S) Conaonf current electronic with a power Factor of a.W and o RZR-G minimum operating temperature of-M°FF40°C.Daver(s) Is/era Ul and cut recognized and mounted direcHy against Me Elects c T Housing ta faclltiate thermal transfer, held down by unit/ sal � P clamgwooclloteeos mmoval.IMlrmormiirmlbimC f(aalXate wirin v20. JJV�Sntl 6rrtlHDrlve hut¢a minimumr3KVinfe Toy dlmumab�11driver Is Surrgge praleCtion WminolmsupplledwlM 2olNsuree DingwaMl rot RER.IaRMBmMMN' W> Mld accessible lnsollatlon.) Om v.M LED EMITTERS 1 m Hlpph output LED's are utilized with drive currents inning ham to _ ~ 1050mA. 70CRI Minimum. LED's am available U. Nandard NeuhaIWM1ITe 4mDqq,taro fional Card While s or Warm White(30mK). ConsuUTactoryorother LED options) RZR &RZRM :( i AMBER LED'S POST Phos hor Converted Amb LED's utilize phosphors to P P P Ip create coloro ufalmilarlo UPS lamps sl htout at up P P in Me blue spectral bht ire, TRA (Rue Amber) TIDY utilize RZR-MAF* T In material that emits light In the amber spectral barWwiCth only wdM1ouf file um of phmphon. FINISH Eleorostoicoll a lied TGICPa rPowder Canton Subda Pp Neat. Re areal with 20 PBI power wash at 140°F. Four so metlla Most P P P P and Iron hoe hate pretreatment for mtecllon and point adhesion.400°F bake rmalamum hardness ontl dumbility. MAST ARM FITTER ELECTRICAL HOUSING Re IaCea P stantlOrd Electrical Housing. FOR Ma]Word 2 9 8' O.D. 9 / FIXTURE I A I B 0 0 RZR-B is._ MA- bare_ RZ0.dow, el a.a• EST' ad• SUMa RZR.MAf horizontal tenamTwo (2) straps with Two (2) mft each enchake 'DEC PENDING u or 7119 the lower half of the Tenon. Upper half of the tenon rests on self-Cenotlng steps that position the angle of the IUTlnalre OF 0•, H.5°, A.5 or 4° up from the horizonol, All hard m is stainless Ste61, Ispe 2020248 U s. Architectural Lighting m'i'ws��wo �1 © �® Sub.Md by torknei MrSoMECTHAral Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,a•N, LIGHTING 109 Community West Site HS-PLED R4-HS V IRGINIA Notes: LV-CEN1)ULR1a53a3 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.l) Approximate Average Warens-4000K Nenes..... doe andi 35MM SV91LA ]16M 10'ArIK Mix brae. Ira Wrax Ilwsels WD�ry WWa Uea. NW . . lig . RE a ]MI mTL 4l wale ,W St !aI Ira n era 1J6 Y .IS • F Ira a LFm ($p B) IWfi IM 7m 14m) Y m ]m6 lm M ImIB Ilb Ira 1. Ee I Ira 17Na 2m i W 116T[ ) ,a, ,-- 1]4 al- wor a6 ]81m a Ira 1. 1. Res, I he . ROW I a0 31WL lia IAS 4U7' ,Z 3prMCs ..- ..- YRRa*NS- vat �CHUM IYPF WURCE dam. vim. .a CCT THAN OW) 1EMP.- .BYere-rm WL1s INFarAMPS 24 Up 24 PLHF"oeOCM am- 3.135. s4m- Mm ,a. 201 29 120 0.24 MMus. M. 3.1. 3b95 3.9>3 277 pro 24 MD R4Plm'opl. 4,711- Amy- 4M7- MDM. my 42 12D 0.3d Macuke-525MA 5AM 4135 5.675 277 016 2A MD 24P1m•Op11m1 am- 5.722- al M,M3. -WE m 12D D45 Modal -]Mina 4911 4565 7,M 277 aim SHE u0 R4N Dec , 6.1]1- ].]62- B.sm- Ad �M°F BR 12D OAB Module-IO . 1.375 3.9m 9.em 271 030 4o u0 4a9'4✓9 opflml 48m- s3m- seM-RED HMO. -RO°F 4a MMub-3mn 4 a 47" P77 M17 40 uD 40PLH1.Opticd a-- ].6m- al- W.M. -21°F M "a 045 MMus-SRSna 9.2Y 4]m RATE, 211 D.RO 4o uD mPIHF OpM,� 10. - 9,IN- 10]M- HMO. -RbF 87 lm 0.73 WdW-]a1mA RMI MINI 12337 277 RISE 40 u0 mP ool l 13,6m- 12PI 14.aa- MOM. -201 To 120 1.12 MMuk-1mOmA i6,WR 14070 ,A. R]) DROP 4a u0 48P1m•OpIkN 4562- 4234- Am- m.MO. -WE 63 I 0A6 Ma -3mn 7,529 7,10 7.909 277 0.m 48 u0 48N Opfi l 9,3m- 48W- 9,]9]- M,M3. -201 79 12D Ob8 MOOuk-SR5. 10.70 IQ170 1". z]] O.R9 Y LED48N✓9"Oplb9 I1.735- 111146. 12322. M,Om. -10'F Ira lm us Module-70). ISAM IBM 14137 277 us [AIR LED l-oW5 l 5.542- 7.178- M0.tl. -201 Ira MMPu�w 18,]371 1].831 19.]m RIJ 0.1.60 Rm a0 up MPLID'Opllwl MAX,- DOWN. I1.3m- m.M3. -A°F We 1M 0.75 Maaub-M. 12419 Ii.]9B 1&Om n7 LED BO u0 MPLi owP l 15.m]- ,ABA- 14366- M.000. -m'F ISO 120 T IO MMUI. SRSmA V,m4 14990 1&]]8 277 DAB m Up Us • riencal 19.767 1a779- RQ]m. m.M3. - F 174 1m 1.45 Module-700M am 21.546 MIS14 277 OA3 80 uD GO L Efoncal Sol R].5m- W.M. _201257 120 ERR MWuke-1050ma 301a M618 31.00 97 0.96 00 LED MPIID'OpHea 1Dm- IOAM- IIAN- HMO. 401 87 lm M75 EMIE*-353nA 12561 1I'm 13.19E 2]] 0.33 80 DEC mPLl on fin 1 15,735- laws- 16,522- M,CW. GYnF 1R9 120 1,10 MNWe-525nW 13,m4 17.151 MARY 271 046 rig LED mPlm"OOMcM A,m4- lel- 21.0i M,M3. -201 174 121 lA5 0.fodJe-)D3mA R3,M2 RI,BBI 24180 2]] Dd3 80 LED 26 M,�. _201 2W aUduN-10M 31,i5 1]11 R]] 2.iss .22 U.S.Al2CHIIEC7URAL U.S. Architectural Lighting ----a lemj mI © m® Submitted TRY Ustafted MI inb-CenMl Catalog Number: RZR-WM2-PLED-III-W-40LED- Type: • Job Name: LIGHTING 1 D9 Community West site 700MA-NW-XX-XX WM3 V IRGINIA Notes'. 1-CENTHUN.".a3 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INRMI IN. INITIAL WMa19- wm. WMENS- LID GREATER MAX CWM TYPE SOURCE 4Mm MK TEMPTING /,WJK 1MW 9111}1M31 TEMPT wY WATM VIXT3 INPUFAMPS m u0 21PLE0•CPIMaI 2M7- 21N- EASE- HMO. ME m 1SO 0,21 MMUM-3AOnrA 27m ENY 2A57 R]7 0.10 20 MD 40PLE0•optlwl 3.523- am- STEPS- M,M]. -zo•F aIM amModule-5R5rM am A,ml SAME 277 0.15 20 u0 OPUD'OPial AAII- �- A517- MOMS -ME m I OA6 ModuM-m 4.920 4A08 Dm 2]] am m LED MPLED-Oglml 5,]W- li- ii- W.M. 20•F M 120 O.M Module -I= 4m5 5.ro1 6,622 R]] 030 AD ME. mFLeo Op1Iw1 &viz- I.- s,1s2- M.aow -rrr As D.m M .d .3°AmA 'an am 5.713 9] 0.17 m LED OArre l M,M3. m-F M Do a277 MOdulaD ].BM 4881 8,019 a.m .24 40 up mPIED,=1 &822- ],)24- 9,Om- M.MM 3RF 8] lm 0.73 MMus-]MmA 9,m0 %616 10.W] SIT 0.32 40 LED PL o Ikal n.6w- 70.Im- P 1187E Mom. -30°F lAa IRO Ll2 - lzvaz n.3n Moduk-1mOM M M,2m R]] OA9 N Up AsPLEO• ]SOB- ]693- min -WE M lm OAS M9au4-AmmA bMe E826 U70 277 am M LED MPUD'Oo.1 10,570- 9,254- 10.824- W.". 30•F W 1R0 0.68 MIMub-525rM 11p90 ]a= IZO74 277 0.30 m DID Mrlfo- Omkpl II=- 11.6%- ,am- M,OM. -m1 131 tin o.m Module-]MnA 14]M MOLT 15116 277 O.SB M Up MPLEO.00.l 17."I- 15226- 17.8To- M,M -RO°F I" 1R0 1,31 MMUb-1050M 19,898 14983 19,Bm D] 0.6] NOTFB: .M ,;r M.g .N3lvr. .M,grcamlrgw tlwl,cu-. 2. warm.Leh uD wel wly appi IA Nee dbMeldlon Type a areal wens Ind. M1c mwv,w10aN al MAW mmpnners. A nerd wlm. be wRtle.d M polM♦4 Mks mnp ri e two* _14ral . was house L70LIa9J-Cl..I RN®GI. =I..,. wNNNO:NIMMmnlba*bUeLmparzbt. NpdwmNwXalbnl Mcll'mlCwb.PolluedMnma/-.,.mbaeel .", 1 YI ew H, a.M . melaX eeeMw.nn6 STTMUlm-I.YaNrwatuaressaws,ro o calom%w� a.mwmnlym »swam wart,nw Item,Iawainand all emerwmwnenn. A7weeNett¢amuab...we.pwwx,oUw wgmmpon. to non, -reml As...pwad woad-COINmed=zmaee arl .M.P. o-w'°i.-Yeas U.S. Architectural Lighting ��- © U.S. ARCHITECTURAL migiiiiiiiiiiiiiiar - JUDITI fiffi a un: IICT did SLb..IIWb Learting vi 'nia cennl Catalog Number: RZR-PLED-III-W-80LED-525MA-NW- Type: y Job Neme: LIGHTING 109 Community West Site XX R3 O' HM '9VMRe Notes: 22 LA-wmRA1353m BAZAR SERIES -LED WALLMOUNT PLED MODULES ffl RLIOEPA.O]6PH RZRQPA.0.67 CAST ALUMINUM ARM AN WALL N D Av010 In Iu AvalIWLYNR kF X BRAG TASSEMSLY PROVmESSFO BWLim GgSRfIFO WIRFpCCF58iDR IALEO oduleM M m 80 M a I!D D uk Mm BOIFD Module ipNRf ISUPPIY WIRf CONHfC]IGN. 12OlFDMatlula WALL PLATE POLE DRILLING TEMPLATE ]� 5•T-p, 1 ffl �j3-- ,:1.. wMSwgr ton us RDMIEA.A,:oA6 Ava3 6 in Ok: 461E0 Module Min 40 LED Module 1-E�1 °°.mnq YInoLEs m-aA,ammi UINDUS Z,V,GORNr feompte. AMIPLM4V/BNF¢)OOmA/CVlpll7/RAL8019-S • B • MODEI OPNCs MD IJga VOLTAGE E,MSM WIIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO Wit W.CMe6Nr COIaF s1A. RIRG 1 P-Ca lE%IMeD FN13M ❑ NIDG ❑ ,wY • PLEwI ® ❑ 1SOMD ❑ 3 A ❑ NW (4mpF,)' ❑ Ira ❑ Aral ❑ NCMLay DumN MR .s,= ❑ 6amA ❑ 2m RLL4 7 K]Mw.SH11lMORYDR KNNRGRATIDWD ❑radamml a. ❑ muD ❑m(S n ❑ WHITE Sa1Yq. lFsw vLEwMR ❑ mOw.A� ❑ wee (SDaY.) ❑ 2m RAIM9ld ❑ N0HA.1 ❑P ❑71> nMmlAn rn ❑ImDnA• 7m7 ❑1]7 ❑34] ❑DAY PA4a041 N..I-&FeasN90 laflm PLENS moo^-- ❑NR10Cel.swear ❑RmYM• ❑mlEa ❑Yp (aunu. FCl2m').. rc6V 0.NR ❑m evict NFwIFM ® ❑ 9ANO1Pl ❑1WFI LOLN aOLFD RFCf➢r MY 7m ❑ GRM D m .wo NEWFW AZMet PLEASE IaAAAa0sl ❑79N1MIgmCK ❑XoiK9 SPE(gFY Mwrn(LFaav .tiny ❑ 1lOIM ❑ ® ❑BERM �1® weve.e. E ❑ WGIFnH PIFwV.. ASLED PCA me 11".. ON.%7V) Fi ❑ nmD ® ❑ a1Fo ❑ M PMB'A• amra,m ❑ OGIBIE EmF IMV. aOY. IM) RE �,.A.w I•. ❑`w*v""7'�* PLEFVLMN..� a.Mwwasm.RL ❑618W WTGN gESCg mmm.m,w,.) ❑ . wnw. such _....... MHan PLED., NFPViMM .® ...w.a ..vim rare a-wN.a. ' ❑ RmmEMOmNSENSCR ❑Mf vmm �' CpAG TM _ MSa1a ILMV W. U S. Architectural Lighting -... a,«Teem © U.S.ARCHITECTURAL Submitted by Lighting MI ina-0 al Catalog Number: RZR-PLED-IV-FT-SOLED-525MA-NW- Type: Job Name: ,a., LIGHTING 109 Community West Site H$-PLED R4-HS V IRGINIA Notes: LV-CEMPAUT 35393 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.2) IN. INITIAL INITIAL LED SOURCE WMENS- LUMENS WMENS. L70 GREATER STARTING SVSRM MAX COURT TYPE SOURCE .Arm Sp' -OK COT ]4 Ca 1NAR age meal WATTS spore INPUTA.. ISO Up 130PLEp•OPllool 14211- 15"- 17.021- M,W3. -MT ran im 1.06 Al -3MnW 1&6W 13.6m 19.529 277 0.Y in MD 120PLED-Optieal 23.154- at.- 24,312- MOUNT SHOP 192 12D 1.63 MWab-525m4 24565 25238 27,m4 277 DID in MD 1m PLmPOpllml AAN- 0.953- 30.8K- mA -m'F 2m in E17 MM -7Mm 33,760 31072 354m 277 0.94 ISO up 120PLED•OpMcol 40.35i Tel 42.368- M.WA -201 398 120 3.33 MMUM-1050mA 44296 dawl 48.611 222 IA3 NOTES: ,. m-lonNArty M momirrosaimmon. awmlr9. of open-raw-nm.. 2. Lvard es brLEDMoaulnwNoc OthabmetlmeWlbn,sm.6%EDolfWap»an116aMXnMaWWRGrradm, 4 ,,- Walu imluees --',--..- tall a,-r -,,,c a:s�,, llb +`nla�a°IwmaI , t,Fw Mle Illan,.,am IEoeenTI-�.eI.al.allann®e..e.•,w®wrwwl.ew umleel-. a ,., d°. ,,,i,-D4.RI e.Iw.aaauaa w lrlc.Aenwxmemw,aa �nemxmmaaeeaan®vm,ma�alh.ruaalElenhlanrm,rmm-mmmmm IN wel-wen lMum U.S. Architectural Lighting =�m®m-wp-I © mARCHIT® ,0•9. LIGHTING VNRGINIA Site SOLID STATE AREA LIGHTING RAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPRCALHOUSING Heavy cast row copper aluminum (A356 alloy: <0.2%copper) assembly with Integral cooling Ins. The Optical Panel punting surface by milled flat(a.rt .it..<z.0i to Mclllaothermal tmns r of heatto howling add cooling RE. The Optical Housing bobs o the Electrcal Housing foa^Ing a unified msembly.The minimum wall Mlcknem IRA88'. ELECIUICALHOUSING Heavy cast low copperralumioum (A356 alloy: A.2%copper) assembly. Minimum Wall thickness TRAIN'. Fixture Mounting Plate affixes to mounting surface Over a repeatetl )-box, EleaMcal Housing anchom on Me op edge of Me Mounting Rate and stainless sod recessed socket bead screwstightm the Electrical Housing tame Mounting PtaTetrom Me boom. P OPTICALaMrOQULES Emlriem UD'e a metal core PCB arrel with ( ) rayed on p each emiter located on a copper Mrml fmn*fer pact add hale a m b an LED reiacbrm as metric distributions, Y Ym havee side enni cror Inside hawards the reNtr et side and he house aide emitter surest awards the street aide and function as a house sae ic. Each element Rehaaors are injection molded HI acrylic, Each LEDream dgissealed n Me PCB over an emitter and all rehaotgrs are retained by an aluminum frame. My one Parreh or gaup of Panels in a luminaire, have the acme optical pattern. their LED refractors produce Type Specialty and Type IV age/amv die. Panels a as wall as Other specialty asymmetric In tan i mm Panels are Ield replaceable and field rotatable In 90° increments. LED DRIVER(S) Constant cuMnreleclronlc with a powe7octorof a.90and a minimum Coaxial thmperature of JO'C1­22'F Drlver(s) I6/are UL and cUL recognized and mounted to a driver assembly plate that has Blamed holes to taclllote ease of assembly mmomi bar Rdure Installation. Quick disconnects or Incoming power and optcal assembly power are provided. Drivers accept on Input of 120-277V 50/60Hz and utilize 0-1 DV dimming. 347V4WV, 50,60i also available on some modes. Surge protector supplied Far field Installation at the most conven iaMly serviceable location. LED EMITTERS High OLllpuf LED'a am utlll.d with drive wrrenta angin,g from 350mA b 1 MOO A, 70CRI Minimum. LEDs am evadaae in sfanderd Neutal White (4000K), or optional Cool While (SmOK)orWarm While(30 K). Consul Poaoryorot WLFD options. AMBER LED'S PICA Phm flat, Canvedd Amber LED', Duties hoe hoe to P N P cmpTe color output similar bandwidth. to Uss lamps antl Awe r) slight outpa In Meblue that a ligs1 the (True Amber) LED's utilize material that emits we In the amber spectral bandwidth only without the use a phwphas. FINISH Electrostatically applied TGIC Polyester Powder COOL on aubaaTe prepared.Rh 20 PSI powerwash o 140°F.Four step media blast and Iron phosphate pr rare M for protection and point adhesion, WII bake for maximum hoonma and durability. PROJECT NAME: pROlEaT1 WM4 1II rxNa s aRw1 " nel••,e II RZR-WMi PATENTNNDING III II ama a Yc a. Ii- 1W heel a,.a-Ent t�-' ngLL RZR-WM2 PATENTPENDING FamM RZR-WMi PATENTNNDING III II ama a Yc a. Ii- 1W heel a,.a-Ent t�-' ngLL RZR-WM2 PATENTPENDING FamM RZR-WM2 PATENTPENDING FamM ] c ]]qN] t�e RZR-WM3 PATENTPENDING S:W = 2018002 U.B. Architectural Lighting exesseeow......Mat- �tmly ®r. © m® Submitted by Ual Vi b'Is-Cenral Catalog Number: RZR-PLED-III-W-SOLED-525MA-NW- Type: .. Job Name: ,a LIGHTING 109 Community West Site XX R3 V IRGINIA Notes: LV-CENT?A121... BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.l) tia APpmxiwm�mA=�d ?.Iee �uwI) 4OWK SSOM SRSIM ]mx1U 106OM MDm.x a se 8y, mryA al )1Tp� p Mp] Ira Z 81 Bz9 I F Y es X9) 1m m bV 19 BY IA lm 14M] Y Y ]ma Ira 61 hole Ira lam Rm Ira mew Rm m a] nmY I� ul IN36 ua z1a5 a5m�F a5 a1W Ira he R. Rm I96 aa0 *m a0 Nd92 V )� we . ,® HD- METAL LN.. INITIAL M MAX COURT TVN�e 6T]KCm ma I. Bari. IIbW(HR)a �p WATE WLR INPUT AA1P5 Rd Up Wle!!CPllcal 3RPo- 21N- 3,463- m,LW -WE 29 IED 0.24 AbdW-33DmA 1754 SS95 8973 277 0.l0 24 Up 24 PLOW added 4,711- A475- 494]- 60W3. 'SINE 42 12D GM Mub-aR5m4 W SA05 4135 Q6]6 R]] 0.16 2A IFO R4 PLEW W 4028- Q]R2- So 60. WO• -WE FRO I 0 0.45 Mee -ma CRT] a665 7,2% 277 COST M LED vPLID°OplLvl 8i- 7.7W- Am- m,aM. -M°F m 120 DdB Mo]ub-10.50rM E375 &906 9,8m R]) 0.30 a MD mPIID Wnwl s m- a]06- &066- 44000. .20i Y 1R0 WB Ma .950mH Al am&XI 277 OR 40 TED mPIID'Oplknl B.m9- ].6m- B.mR- m,W]. -al°F W 120 D.m Module-szslM 9.2m End 9.709 2n 0a 40 Mp mPLID'OpNcal l0,Ra0- 9]R8- 10,70- M,LM. -WE 87 1R0 0.I9 ModuM-IOOmA 11.70 11,IRS 12337 RII W2 40 LED Wsuar Optical STAR- Mill 143M- M,W3. -201 in 1R0 I, Module-lm 14W2 K870 16435 2]] DA9 48 MD 40PLla'00ml �- am- am- LOAD. -X11 M Ira FROM MMuk-SHIM TIED?].lm m ],9 227 0.m 4a LED IBRID°OPIImI 9,33i &869- itterl M,=. _201 79 Ob9 Moduk-0= 10.]m IM17D 1L24D U. U. -.1 4a MO mPIHP CpIkd 11,]m- 11,1M 1232z- M,m3. 40nF Ira 1m us ModIM-]OOmA 13Am 1279) 14137 277 "a 4e MD uN ow-i 16. - 1m1170 - M,m -eel I1n20 1sa Ma6-1Wm a 7,. 9.7m z Oe771 N MD NPLID'oo I 14824- 10.R83- Mal M,aa. -WE Be 1200.76 MMUb-3m. 12a1v 11.7m ,am 277 033 80 MD MNH7'Optimal 1s,m7- 74,8m- 16366- MM3. 201 130 120 1.10 Maine-52MA ]TART ,am Iii 277 DAB N MD MPLID°Opliml 19]67- 18.]]9- m]m- M,M3. 30xF 174 1M LIS MMus-Imm 22690 21.a46 M014 277 DW Be LED wP oP l 26.255- M942- R],SM- 60,003. -201 M7 12D 2.22 MWNe-1050rM 30,Ia 28.618 31,630 277 0.96 Illm Bo MD MPLFD°� la;am-1&4m- �- M,aO. ,201 87 1Y0 D.75 MMMe-.35 m2m I5 1I.9%6 it, 3,192 277 am BO LED mP1ID' d la]36- 149m- 1a53R- M NT. -A1 1P lm 1.10 ..].-am 1bW 18,m4 17,151 1&95] 277 048 Bo LED MPlli•O 90,374- 1910I1- a,Wa- M[m. -201 174 lm lA6 M U.-7 am 2Lml N.ta 277 DW so MD mPLID'Opllca 27.651- a.2m- "..Ms. M.0.a. _201 We 12D 222 MMule-1ammA 3L725 M139 33,311 27I 096 U.S. Architectural Lighting =A'° zmp•-"'meet-1 © ® S.Cmated by Lughthres M inW-Cenlrel Catalog Number: Type: 5-40-1 1 -AB-D1 9 Job Name: SNS-1 LIGHTING 109 Community West Site F ITS POLE Notes: VIRGINIA w LV-CENITANUT 35N3 American SNS SQUARE NON -TAPERED STEEL ► Da a� "i k Dm gum, allow me ] ON ICI APPRO•ED Wd 9� D• i m on 6 SPECIFICATIONS Ini 23e.. x ant' TALL POLE SHAFT: TRS.._. zm•e . am- rALL Dow Pale AT Is fabricated rrom not mll.d commercial ,mi Cohan steal Df 130..-. 3W'0 x 6.m' TALL one piece construction with o mimmum ,had stmgt6 of 55.000 psi. T95.,-, a x VAl TAU. BASE PLATE' m,-^ mall lOP Me base plate is fabricoled from o structural ,vilify hot tulles carbon steel TSP..... MTECML ME ... plate that meets w exceeds AS1M A-M with a minimum yield strength of 36,oM ,.I The beer, Onto telescopes Lie ,.Is short sad b crr-mfe.rtt.1 warded lire and bottom BASE COVER: The two-piece standard full base cover To fabricated from ABS plastic. Optional Two-piece .feel base Cover Also owilobb. ANCHOR ROITSS Mahar bolls farm to ASTM 11554 Cmde 55 are provided with two hex ll and ' nuts and Rol washers BONS haw on "L" bend o end and pro adsehiad a Tom shurnof 127 an the theaded and in accordance with ASTM A-153. 4 tIANDHDI E. A fwcetl hand M1de, having a nominal Rail of 25x 5' or J"x 5" All be installer, 18" above the ba.* plate. A hand hole cover with hardware will be included clang with grmnamg praNsiws. IEach be provided with o madded top plate and tenon or top cap for 11 Takes ninav n drillin far side mount ratans. 9 9 F FINISH win .ur enTTo . ,wE .aazar m miE nx cxnx¢. Standard into, Rmseres Wall lea wotad ,ill 1GIL polyester powder or hot dip 9 eclncation.. LT r4nmr seem To ms,evenw. golvonized to ASTIR A-123 pT � " " _j - - ohaf�� 11 A7 is he mi'll ce we la . i �__ -14'. XTR es as 1. --r-f-t-t-1 CATALOG IT BASE FINISH FIXTURE MOUNT OPTLO. OPTIONS .SE�COVER ORDERING CODE SNS-15-40.11 DARK BRONZE D79 -_ Rm, s _ erhe. remm,twar....I MANUFACNRERTOCUIWWN T0125 - xo-wT Lmws MliN m"CONCRETE BgsE BYOTXERR Fo0. - OVERAL 84.SPEr OF 14' was Go - PAINTED TO MATCX LUXIMAIRE an-cwnm owx aev TV y®_1. ll Gwi x•rz w9-DMLLED rOR SINGLE LUMINAIRE WClIP w W re NAERIGN D E POLE Mini S HUUN. SUM 2M - FORE WORTH, 1% 76109 m6-4r4-7200 WN "u US.WM Submaked by Larding M aria -central Catalog Number: Type: LIGHTING 109 Community West Site DMA-NW-XX-XX-FT-40LED- WM4 V IRGINIA Notes: w-CENTRAUTnicas RAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION PLED MODULES 1 rI..I. aawPe, non ashen L��II(�/�j'j�� ..In. ••60lFDMoOule • MEN MMMORMNMOK EVEN 2'.YONDWE n MMMOUPINGMDMNMINSME EMEa NCY MMmm..'I". .,.. Tina. RZR•WM2-LED P.P.Ae,69 As tabloid on MENMED51513.IP IDESPOWm10ALLLm51N7HE~ ,.,Yarm)ro ME^ralau l..11GI .YI..A MIEOMobula I xl.u..F...HTle. WMI='...Sam 4e 40 LED Module MA mu-SM%NaeoMA ' RZR-WM2-LED E.P.A...47 -MUMMY ME%amE...... .PT..A AValableld 4011DModule WALL MOUNTING440��] Mw ryaxM 20LEDMWule RZR-WMI-LFD E.P.A...33 Available fin', 1 sxx.w 20LEDModule MAX INPUT WATTAGE -. •a Mew cuI.AEM �sMamlaW EM'e 350i 525MA ]Bath 105amP �W es, W2 WM2/PLE V/4LED7MmA/CW/277/RA l-0 S/SF W pow • MODEL OrTCS LED MODE VOLTAGE HNISH O..X MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PIJ9 DISIRMUTION TYPE NauDi WNVEMRIBP cam SrANDARD .1I:XIB,YULOJNIIKIL.. 1PMP.ca IIXNRMRNW ❑ NGMg9NMMMG HIM ❑ IQRWMI ❑ 111EII NEw1...... ❑ 2ME0 ❑ BSOnA ❑ N W (4WM' '°"°'m ❑ Nag BUCK RA49m6r ❑ 11o.EE6oEsxuwxc Rim BamA ❑me ..... .... ...... _Nuuo ❑ rvFFE7Km W,Y ❑ CW (SlglK7 ❑ m❑ .n❑ eprOCFLL. VaiAGF PLEwMR..,,. 70 �❑WIN(3m01D ❑277 �(EWINMB:MliM... Sol F.F❑ ❑.F WM2 ❑nett l.......® *M*i ❑im OUT ❑Gr6Y' RAL]mH ❑�2Affigua 0 M ... ..M ❑m1Eo .smi®imvs ❑� ❑1NE IIYNE IlapNM R m,... Mp RAIdOEH kUgLTF ❑ �` 6& (2mV BPAOI),...,..OF MEW PLEASE ❑ eAaA#^ NCY BMMP I. EASE ❑ Nawm3 ❑111rtW eMDrv.... ❑ PdOSPKX corvvwl® SPECIFY ❑ G&EN RLLdaa6r ❑ arI316E11cvIMCxw1 MseNt (N YI rW=NG a1 ...MNI ❑13T4 NFT ® ❑MUD ❑ BAFRGFNCY DagP2 BNL NEdVFi.. ❑ m • TM ❑ BAI3iGE1lCY MCMPS EAA9 -Vies PLEASE ❑ BURFALEWNaML,.=I I'- Her be per aw SPECIFY ❑ MUA E WNDur2.. ace m. - ❑ BWIR NLUr3,. WE aoirA. U.S. Architectural Lighting r-wv'a+'wnI © U.S.ARCHfTECTURAL ��])on, SUDr IU1 Lin: LJCT zT, zuLT = R Inaeor ,A-. MORE Name: KLK-1'1_E LIGHTING 109 Community West Site HS-PLED VNRGINIA Notes: SOLID STATE AREA LIGHTING R'OJECTHAA16i BAZAR SERIES -LED MNdurry"<: S P E C I F I C A T I O N S OPRCALHOUSING He coat low copper aluminum A356 all ; al co Heavy PPe (( Fay PPeO asembl with In ml coolie FIRST O Neel Porrel aaunti eg g P ^e surtace b milled Ao ((sto housing Variance of .ga S f bonier thermalor= offcaatn M1OUNng and Cooling Ina,Solidbanter wall separates optical and entl aml compated to create Optical and elecirlcal compartments are integrated to create one oammbly. Minimum wall Mbkeresa Ill BB'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy Cast law Copper aluminum (A356 alloy: <0.2%Coppse) z erVmenr aselm Into ntl alflat alurtace onifter thetop oflM arm to comport accommodatea photocell Receptacle. Solid .Theta, all separates optical and electrical ormeat With I The optical put arm and inecToc ricomportment WHM1 Me integrated sh pdMp elm combine ta create one assembly. Minimum wall Inbegaeee Is with win Caef and hinged driver assembly cover i6 late rated with wining com ortrnent cover. g g P PLEVOPTICS Emitting (LED a) are andn"d on a metal Core PCB panel with each emitter located on a Co r thermal tmse pad ad and enclod by On LED refmctor. LE Ohl completely exo each Individual emitter to meet an IP66 rating. In osymmeMO dlstributione, a (MODEM: ARRMA2R, RZR-G&RLBMAE') micromflecror inside Me miroctar red ftthe house sitleemiltef output towards the street side and funaloa as a house side sMeldli9 element. Refractors are Injection molded HI waryllc E h LEO fact di the PCB 'tt tl I R4-HS PATENTPENDING tic re or Is sea e o over an evil er on a, refrocom am retained by an aluminum frame, Am one Panel, or 1 group of Panels in a luminaim. have the some Optical page. LED rehaaom produce standard site/area dlshlbullons. Pones are Mid replaceable and field mobble In 9i Increments. LED DRIVER(S) 1 Constant current electronic with a power factor of >.90 and a RZR-G minimum attempting temperature of d0°FF40°C.D7iver(6) Is/are UL and CUL recognized and mounted airecXy against the Electrical 7 Housing o faalMate thermal transfer, held down DDyy unlvmal T D clamgwWocllXofeeasyremoval.IMlne%rrmllmlblo. f(acllHao I vVirin diDrivers .�t al mmable u of between rnrerr I abndard.Driva" aSol or mnmum a 3W ntemlalf TI sur�ge P,oecHOn.Luminalre SupPlietl with 2OKV surge Protectorro, Ra, aRMBRASR.Mu• field accessible InsollaHon.l _, LED EMITTERS 1 � High output LED's are utilMetl with drive curmnis ranging ham I s - 3 mA o 105OmA. 70CRI Minimum. LED's am available in atantlard NeuOaIWhite (4mOK).aropfbnal Cool 0a White (s0K)on RZR & RZRM I � 7 Warm WNITe 3=K. ConsuN cb brothm MatP dons. ry AMBER LED's Pr Phos hor Coweaed Amber LED's utilize phosphate to P P P in the blue. u l ocraro LP3lom sand Amber) r) LED output or output P g P mto blue spectral bht In irre TRA (Rue Amber) LEO's utilize RZR-MAF * ; D material that emits light In the amber spectral bandwidth only wtiM1ouf rM1e Liar, of PhoaPham. FINISH ElearosMicoll arelWdTGICPo Mer Powder CootansubOa WI lye prepared with 20 PSI power wash at140°R Pour sop media Mast and Iron phosphate pretreatment for protection and paint atlM1esion.400°F bake for maximum hardness and tluability. MAST ARM FITTER/ELECTRICAL HOUSING Replaces standard Elextrlcal Housing. FT sloMm 2 STRIP O.D. FIXTURE A B 0 0 ■ZR.e SIZE M.M. a.a• Ard. u• RZRM -' _ M. , SUM a.a- A.B. horizontal tenon.Two (2) straps with two (2) both each encircle •tam Nxmxa u onn9 in. lower half of the Tenon. Upper half Or Me tenon mass on seUcenodng steps that position the angle of the luminaire at 0°, L5°, a1.5 or.3° up from the horizonol. All hardware is stainless steel. Ill 2020248 Us. Architectural Lighting ere�^�w•wsi�° Iwo © m® Job Name: LIGHTING 109 Community West Site VNRGINIA PROJECT NAME: SOLID STATE AREA LIGHTING pgQ EC TPE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OMCALHOUSING O] 1 Heavycastlowcopperaluminum(A3Wollw:<0.2%copper) F-K_R assembly with Integral cooling Ins. The Optical Panel mounlingsudacelsmllledflat(sad.oe rianoe<z.Om.) fat ocllllaothermalfmnsferofheaflo In Wand cooling des. T Th. Optical Houain, boXa to the Electrical Housln, farming a , C unified assembly.The minimum waNMlckness ls.188'. -\I 1 P OPTICALaMfOQULES T Emlitem (LED's) rayed on a metal core PCB panel with each emitter located on a Copper Mel l transfer pad and nclomd by an LED reiracor. the asymmetric distributions, p El hawamicro-mBeMorims ffierehaclorwhtchr irectsthe house side emitter output towards the street side and functions as a house side shielding element. Refractors are 1 Injection molded H12 acrylic Each LED refractor Is sealed To the PCB over an emMW and all refraclom am retained by an th of Panels In a Y group aluminum frame, My one Panel B-r l luminaire, have the same optical their LED retractors produce Type IL III. ontl Type lV .tie% rw tlierdbutions or well T as Other specialty asymmetric cflg bmdrw. Panels are Mid mplaceable and field mtaable in Got increments. L WM3 mNa I A 1 a 1 C a.I I U.: J., xj:q age' RZR-W M 1 PATENTNNDING LED DRIVER(S) RZR-W M 2 minimum nB um opumbelg temp with r pof e30 Or of a Mlnlmum and CIA. r Tem nixed a d JmC/ d t a drive) B/Ore UL and CUL recognized and mounted t0 O driver PATENTPENDING assembly plate Mort has slotted holes to facilitate ease o assembly removal or Wure Iniollatlon, Qulckosconneare for Incoming power and optical assembly power are prowded. DrNers accepfanlnput of 12G2ZN 50/60Hzand utilze 0.10V Epp-1-�I�� q�� 1dimming347V4 V,50,6DHz olaavallableonsomemodels. 1'll Surge protector supplied for flea lnsollatlon at the most conven i.Mly serviceable location. LED RLED'Bare - HIS OuIpu alll.d with drive WOenl9 anginp from A 350mA o 1DSOmA. 70CRI Minimum. DESIRE am awilaWe In standard Neutral White 4000K), or Optional Cool White (SMOK)orWarm Whlle(3 ).Consuti Focbrybrofhm LED options. AMBER LED's PCA (Phmphor Conveded Amber) LED'v.fill. phosphate to _ e- cmaTe color output similar to IPa lamps and Hove a slight output In Me blue spectral banduldth.T (Mm Amber)LED'. T utilize material that emus light In the amber spectral �//II = a bandwiohonlywifhou tMweophosphon. V 1 FINISH Elecirosbfically applied TGIC Polyester Powder Coal on RZR-WM3 aubaate Prepared wMl M PSI Pcarerwash at 140°FIETT slap media blast and Iron phosphate prep to Mfor pmbC NTENTMNDING and point adhesion. 4DTF bake rot maximum hardness and durability. O Act y I� 2018002 U.S. Architectural Lighting :::L2 o--.11 1 © �® TMNE RI[M Submi L hti M in® -Camel Submi L hti M in® -Camel Catalog Number: RZR-WM2-PLED-IV-FTdOLED- Type: • Job Name: LIGHTING 109CommunlryWesaSi[e 700MA-NW-XX-XX WM4 I RGINIA Notes: AM TV CENR Ul2 5M3 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL I.I. INITIAL LNMFm- WMENS- WMENS- 170 GREATER STARPN CWM win SOURCE 4 MK SEWK HAN(HR}tMRI TEMP 20 LED pryLal 2M1- MET- Zeal- 60.0 -RVF 9d lm DIM M12FUW 3MmA 27m Z44R Zm7 277 0.10 m LED ROPLED•Optlwl 3.6R3- 3.Ce6- 3bm- d4pp. 4PF 13 ISO 0.m Module-5R5nW 3,um BATE Ali 277 0.15 •tlI up NPLED'OMlwl 4A11- am- 4b1]- HMO• -ME m ISO 045 Moduk-]MmA ARM 4" Qm9 277 am 2a up RO PLEO.Opficul M97 5m5- 5,93]- M,MO, M°F 66 1R0 O.m Module-105MM 6,T45 4661 6.dR1 R]] 030 40 A. AAyNz Op1IwI A, - Gaye- Dr.- M,DOW GAN Y 1m .. Module-36PnA 6,679 AREA 5713 SIT 0.17 40 up 40PEED'Opical 7,w7- 6,170- 7.216- M,�. .201 M 1R0 ORE MWub-525al 7,BM 4881 8.049 2]] 024 40 u0 mPEEO°OpM-1 it=- ],)24- 9,aM- m.MM 3VF 8R 1m 0.73 MMus-]OanA R.fil 10,0]] 277 0.3E M LFn mPLEo o Mca1 11591- 741M- P n.0]z-M.niw -m°F lm 1M 1.12 Moduk-1a5OnA 129JR 17,3E 1&aT R]] OA9 M Up MPLEO°O I 7.m- 6bm- 7,683- MOM• -WE M lm 046 ModuM-350mA m8 7326 570 & & 277 am M UD MPIED•Optical 10.570- 9,35T- 148RT- M,MO.M°F W 120 OM Module-525mN 11.7. ]a. 12mT R]] 0.30 6a u0 MPLEo-0ak91 ra'ffiT- ll.6M- la6M- 64mOE 3PF 131 Ira On sager MnA ILWM izm 1a116 RR7 O.m Mat LED MPL60°oalml 1),3W- Is=- 17,810- M,O SVF IN 1R0 191 Module-lafipnl 19,398 149m 19,8m 2]7 067 NOTES: . hM IryWAmw N 1M Nd K11d MMre WAanN p .11xaw uxmh 2 lumen wall b uD Mmu sin xmM°a .tun daMUYm SEW EeA w MUI.r1K.-..I MIsew,awPp-e, I Reewlue. be euRtlenl M pNep all wire amlpvlaw. 6 Ta(l9M-M31 as.M 'WTI,-CalabMe:...'m =1mAp-R . WNNN9:NIFv1up IMdbaePaWM .bowNh '.haw NaYnlEeaMc .all-...m-.,mm�d4l'waaeall. pmcilopersedu stwnyerd. Trion, apperma leapwn.pulauns.m 2)LununvewrYLUT ORTAwrvaae-alrcheleeeHma,.lonlYpa awrem wain mGlmm ire m.me wain sae an elwm eammllmN. 5),uee Male slquldL suMGm„o poMCl ollwmn9 wmpmeM., Dq,op-TN+zI mmM appned lil- akU WW-)d..'.A U.S. Architectural Lighting m�4 �wowa°m'I © U.S. ARCHITECTURAL �® JUDmIDea Lin: Ell zT, zurl Old Suemmese thv'I 'a cemral Catalog Number. RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,es., LIGHTING 109 Community West Site HS-PLED R4-HS Notes: ygwURGINlA LV. CEN1RM21i539.1 BAZAR SERIES -LED 1111 M � WALLMOUNT PLED MODULES ._�_wa 441�q%\� RLFO EPA.O,]6 RZR EPA. o,6I CAR ALUMINUM ARM AND WALL Av^IIONaInI Av^406wm :R BRAG ETASSEMLLY PROVIDED k SUIUMGASRETFO WIREACCFS4fOR 191 LEll ModuleMm BOML®M duk o Am BOIFD Module fIANRFISUPPLY WIRf CCNHfC]IOX. )2a LFDu9aule WALL PLATE POLE DRILLING TEMPLATE T Txi E 1IAva4obk nao- o a ft RDMIFP.A=0A6 in4BUDMOeuleMinm LED Module u1-15w--I 1YousMl m e RID/ PIl:01V /eaF0./00mA/CAVOTYRAL Ifil • B • • MODEL OPIICs MD More VOLTAGE . O o. MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO. LED, mMCImRM COLOR STAN0A90 RIRG mapCalProl FINI4M ❑ ram! ❑ Tral ® ❑ IMMD ❑ Small ❑ NW,� ) ❑ ME ❑ TRAO, ❑ Nfd1LNV gMMNGRIR ❑ 576mA e ❑ 2m WMYI&®STWIOfGOR NJNmfG9A1LDMDflCf1 ❑mEErmuraow ❑ ao1Eo ❑Cw LmMK) ❑ WERE Ssax.. 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N,9 ••6OLEDM - dole .E..xC .O .X WG ...Tx ..12'.YO TXE UMMMMOUSINGMDMNmmswE EMEMMCY WMmN oid"HouDsi.sul. RZII.RT LID EP.A:.69 AVO Ob file: IME@MED]YSmA RpNms PoWmEO<LLLmsIN 1ME.1 ,a. ao.areo)EDMeimETOU W.R.Irt DMINSWRA MLEDMadula Et•E t•Er .H,.T.o,w%axuna. 40LEDMcould 40 Yere As ] Md%*seoLrA wM . RZR-WM2-LED E.P.A=,47 -MYLTNYINE%MMEWMEWMMOMUTO.]SWIA 40 LED Iodu dO LEDMadule WALL MOUNTING M.ude9 amour, 20LEDModule mol- RZR-WMI-LED E.P.A...33 Available fin. I B'Depaew 20LEOModule MAX INPUT WATTAGE 'b"w"` .a DMVECUlmm7 Lai Mp's 3:.- Still- 7111- l no,A I.T.N.lw zo >6iw saw MNVIMR/MEDIV/40u67W A/CW/27)/MA 1M/SF • B • MWEL OPIMS LED MODE VOl FINRH OPngJs MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PIID` 06@NnMK TYPE NO ua gtivEaM COLOR SfAreMD TRAP -Oa I .XNm1 ❑ NGXT .MmmG MlWM1 ExIBMAL(.roN .. 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EM cmww `=.I"_I U.S. Architectural Lighting mw�i:.w © U.S. ARCHITECTURAL m® Li Q Q (n Z _O (n i LLl 0-1 o1Z C O I') N LN U Q OZ (n � Z O Q - U N O U ro O N - !n IY p M U Q Z A C5 O TO) Of TOO O '^ Z: Z N Q 0 I LA Z ~ ,st } 7 � O O N DO J _ ._ - W Y Z O J _ _ d Cf) Y J N E_ O r N Q o� DO ��e to O N ~ O O n N 7) O O NN w ON n } a H Q F- > m 1 / Q 0 z m z 0 w _ J V � V Y O V w < S U O O V W 0 Z_ _I W Cr, 'F: 0A W 1..- � O '^r' 0. 0�� D- g< _ ^0- Q� W Y U - N L.R` z 0 O 5< L LJ J JN Q< W ` L w M Z Q SHEET NUMBER C L-501 u C N W O N N a v 0 `0 I a v E Y 0 r I / / I I / /�OII _ I S411-17'30"W ' I I c 0 i i `0 T W / � I c / 1 o / W ` — — a o / — SS SS v o / 0 / o------>L------ " — W / I s / I D cc 1 3 / <0 / 1 J / I 17 3 Q / 1 JF / I I u 'N- I 1 L J « O NEW MARKET-HOLLYME D, LLC o C D.B. 5125 PG. 20 i PARCEL ID: 03200-00-0�-04300 D LANDSCAPE AREA (1,078 N - I � 11 P _SS 0 o LANDSCAPE AREA (120 so L o O L ¢ N 3 I v o 0 D N 0 0 N 3 s O I 3 o V m h � _ — C O > v-- — — — — — — — — — — — — — — N — — — — — — — — — — — — — — — — V J O a Y u Y 'u m 0 T PROPOSED t2,325 SF CHIPOTLE FFE: 544.19 \ \ REFER IP 20 0 104.43' Z 00 EXISTING1�::EEE TO RI MAIN, TYP. I I� \ i \\\\\\ ��'0 S41`17'30"W _ 53.41' .4- di \ \ \ \ S \ IP \ 13 r-- ni \\\\ \ \ \\ 10 111\\ \ \\\ P \ \ MULCH ENTIRE BED, TYP.PA \ \ \ 58 10 Z \ \ CO NJ \ N \ ® BM #2 LANDSCAPE AREA (222 st) 0 NEOCORNER LANDSCAPE AREA (464 o II ELEV=542.74 I TARGET CORPORATION 2 EXISTING TEE TO RE A N D.B. 2896 PG. 171 PARCEL ID: 03200-00-00-043BO a E s — 0 y `o i ALL FRONTAGE LANDSCAPING WITH PREVIOUSLY APPROVED SDP2003-00081 15 TO REMAIN SEMINOLE TRAIL SWB BCORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 61) co II / / I / / 11 / / / / I EL ;1Pr_ — 11 11 SHADE INDICATES LOCATION OF "STEETISLOPES-MANAGED" AS IDENTIFIED ON ALBEM LE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 �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' I 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 Requirement met by existing vegetation 10•1ofgross 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 City. Type Size 10 Yr. Canopy Coverage Provided 9 Existing 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 1Treefor every 10parkingspaces 21 Spaces/10 = 2.1 = 2 Trees 4 Existing Trees to Remain Landscape Area 5% of paved area 6,098 SF x 5%= 305 SF 2,011 SF 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 (35, 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. ) I TOTAL PAVED AREAS (AC) % 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 w Q In z 0 w 01 O M N N U ¢ z> O C6 ] H z Q O U Cc O n Y CC) 7 U ¢ I z A 0 0 Of o Z N 0 = Z ~ O Y Of O U):2 N J _ W 1' Z 0 Cr Y co J_ O r NLO ro O N ELIZA GRACE MACHEK LiC. No. 001682 O /h/2023 U 0 N z cn vl � W 0 w00 0 N wON ccn > Q v a- H \ Q U Q m > m Q �_ p \ o Z ZCD o y W a 1 0 a v w (U!l O O U Z J 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 Cr, N� W J 00' LI_ 1� No N 0- _ _ D_ LY W U LL 0 C) Q U W J W Ld M Z Q SHEET NUMBER CP-101 C N W ° 0 ° a v ° `o I a E Y 0 T a ° L_ 3 a 0 0 ° a -o 0 0 T v A y � T Q � c o � o Z a z ° Q � n v � o z `o y O Z I Q o :J s n Z o z Q C J w J 3 0 1 ° s '3 � C ° L E n , C ° o i 1E 'J L Q y O c E n ` Q a I ° �E 0 o 0 0 E 0 0 I a ° � n U N N ° V 3 n h s u > 3 I0 J Y � a, Y u C O E a a 0 v ° n o 3 a V u v 'u a n a v s N ti 0 c 0 o ° e � O C v J .- v ° Z `o Q n = E Z N J C a_ Q o :J n ° z J _ v L n v Z C v J n v Y 0 a o O � J � m ° o � s -0 Y � ° n n a, ° 0 Y u n ° s � s 3 N -v 0 0 � v E n ° o ° 0r 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 9 pP 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 plantings, and which vary dependent on project -specific environmental conditions. Due to construction 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. SHRUB PLANTING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N ■ 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 EDGING /•r♦QIFILTER FABRIC COMPACTED r r- 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 "=V-0" NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING 'D' > A > D , D , 8" O.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. -LW Di 48" O.C. GROUNDCOVER SPACING NOT TO SCALE 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 2U.6" 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 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 n L The followine items shall be shown on the plan: a �� n u n L n❑ Trees to be saved; u r n r 1 1 i L' - _ ❑ Limits of clearing (outside dripline of trees to be saved); _ - - _ J nL u L ❑ Location and type of protective fencing; - _I IL In ❑ Grade changes requiring tree wells or walls;,_1 LJ In r J �r F �11 F11 I1 f �L ❑ Proposed trenching or tunneling beyond the limits of clearing. I F' F _-n I- L � + +1'-i n � Ir r„ I �� �T L r 2. Markings: L :J � L_FF q L I -� ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. I I + L r L ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. ' Lt L L b LJ ll 3. Pre -Construction Conference: 1L I ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. - u '� J r L r r� n J -- - - -- - ---1 L 4. Equipment Operation and Storage: 1 �' II" I"'ill'iil �'� 11�1"� I. ❑ Iieavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees L�IIi l to be saved. J L _ L 1 5. S0111EMillon and Stormwater Detention Devices: -I -I - - J L F El [Such devices shall not adversely affect trees to be saved. J LI L L 1 6.� r LIL„" a 'L L 1 Fires are not permitted within 100 feet of the dripline of trees to be saved. I �� � � L � u � � � I [}�� ��L L � I IL LII�LI - J� nL + U IL n� � ,J rt7� �I'oxic`lN[ht•fals: _ �, rl I � i I �� L-I L 1 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved., F � I` F rt n 8n Protective Protective Fencip�:-' - -� �L J- I L n r n II s L L L-❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 4 ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. Lc I, L t9. Tree Wells: r u When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a constructih r n u J-submitted for approval. -- u J J -�I n n L n L rr L 1 l i1 1 1 1 `I 11 -- 4�' Whent the and level must be lowered within the dri Ime a tree to be saved, a tree w r r� r 1-1-W+-'1 gro � - � - p ' -- - all shall be provided; and a construettPonL _ t L� J I submitted for approval _ U n, r IL-- L tl. Trenching and Tunneling:. I' �_ I �' III' ' IFTI I _ N I I I JI -'- L L r r LJJ ❑ When trenching is required within the limits of clearing it shall be done as far away from the trunks of trees as possible. T L under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder rood r _ �I L h Il�L LL I�rT 12. Cleanup: -1' J J I I J L I L 9 -� _ ❑ Protective fencing shall be the last items removed during the 5na1 cleanup. I I u �I r' 13. Damaged Trees: � L ,L L n Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. LI f - ❑ �L NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION L t1 REQUIREMENTS. J r1 \ F1 IGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 L� L w a Cn z 0 w 01 o r7 N LIII.1. N U Q z> 0 vi o ILLJ o a U U ro O n CC U 7Of Q z o 0 0 Z N a c0 = Z ~ U Y of 7 O N ccJ � _ I1 Y Z O Jof u _ a Y � J N o r N Q LO M 0 N -/�� �2 ELI�. ZA GRACE MACHEK LiC. No. 001682 O /h/2023 U Q N z 0 cn to :2 W w00 O N wON ccn } d a- H Q r Q m > m Q p o Z Z 0 y _ W a Y 0 a N w (U!l O O U W OJ Z a_ W Q 0 Cl r V) Z Q Z LU z Cr, N� LU W 0- J O ° � OLU Q 0- LU LL1 U LL 0 O U w J Q LU IM m Z Q SHEET NUMBER CP-501