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HomeMy WebLinkAboutSDP202200020 Plan - Revision 2022-07-19t N N O U O N N Q a C O C O S T N Y O T 0 0 s 3 0 U C N N O U O N Q O C O E O S T m Y c 0 0 0 a O 0 c 0 0 0 3 3 �a D s - 3 Y } > a J t I m Q U J C O N .� m m m r o n c a o E i a � c a 0 N � 3 E w n � 0 I a � a 00 3 J D Li O t � 3 0 I � � a J c � o v v 0 �o h o a > U I � J N Y � « Y 0 E 0 9 a a N v v � N A w �o E _ 2 N n o Y N � r � a J N m 0 a o N o � J 0 0 r a Y c 0 � N n a �o � U �s 3 « 00 U »% ]] 3 U D O � a O S l ~ PROJECT CONTACT LIST APPLICANT/DEVELOPER NEW MARKET PROPERTIES, LLC 3284 NORTHSIDE PARKWAY, SUITE 515 ATLANTA, GA 30327 CONTACT: JASON HORNE EMAIL: JASON@NEWMARKETPROP.COM TEL: (678) 705-4504 OWNER NEW MARKET — HOLLYMEAD LLC 3284 NORTHSIDE PARKWAY STE 515 ATLANTA GA, 30327 PARCEL DEED BOOK/PAGE NUMBER 5125/209 CIVIL ENGINEER Kimley,o Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KlMLEY—HORN.COM ARCHITECT IONIC DEZIGN STUDIOS 3307 CHURCH ROAD, SUITE 200 RICHMOND, VA 23233 TEL: (804) 780-0070 CONTACT: EUGENE THOMPSON EMAIL: ETQONICDEZIGNS.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORS & PLANNERS W* 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 LALLYY1 MM&\v/ LLmmm COMMUNITY DEVELOPMENT DEPARTMENT 401 MCINTIRE ROAD NORTH WING CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 CONTACT: ANDY REITELBACH FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. VICINITY MAP VICINITY MAP SCALE: 1 " = 500' FINAL SITE PLAN FOR ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT SDP2022-00020 SHEET INDEX FINALSITE PLAN SHEET NUMBER SHEETTITLE CA-100 COVERSHEET CA-101 GEN ERAL NOTES CV-101 EX ISTI NG CO N DITI 0 N S CV-102 DEMOLITION PLAN CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN AND EROSION &SEDIMENT CONTROL PLAN CU-101 UTILITY PLAN CU- 501 UTILITY DETA I LS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 LANDSCAPE PLAN CP-501 LANDSCAPE NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 14 PROJECT DATA SITE STATISTICS PARCEL ID: 03200-00-00-04300 SITE ADDRESS: 109 COMMUNITY STREET ZONED: PLANNED 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 A REA: 12.93 AC. TOTAL DISTURBED AREA: 0.30 AC. TOTAL IMPERVIOUS COVER: 0.24 AC. (83%) OPEN SPACE: 0.05 AC. (17Sfi) STEEP SLOPES: STEEP SLOPES - MANAGED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZON E "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY 4,2005 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 VIRGI N IA STATE PLAN E COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°07'39"N LONGITUDE: 78°2G30"W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAHU6CODE: JR08 BUILDING SETBACKS FRONT MINIMUM: 10' (SEMINOLETRAIL) 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: 2SPACES * SHARED PARKING AGREEMENT IN PLACE WITH TARGET TRAFFIC DATA AM PEAK HOURTRIP (ENTER/EXIT) 3/2 PM PEAK HOURTRIP (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 O ro N ro U Q Z > O N Z bj H Z Q O O O 00 p N r � U Q O M O r p N o = QLLJ Z ~ O W . J O U W Y W O p Y Q J OO N J O 0 RYA PERKINS LIC. NO. 046565 0��18�202� O N O 0�o wC14 cn a� Q a m m m C) o w o w _ 1' O J ¢ 0 to 3 a U w V) 0 0 U W w 2 L.L W 0 U VJ Q _w > N� w J o LL '0r' I^^L O Lu I L _ 2 0 LU LL U 0- 0 Q c� w J Q w w m z Q SHEET NUMBER CA-100 C N N O O a 0 C O x i v E Y O T 0 0 r 3 0 N ti c 0 0 a 0 `o x T E a c 0 0 a 0 0 C 0 0 N O C 3 3 A - 5 z 3 z J Q E Y � w Z 0 w r c0 J N c o L � � n c o 0 i E w Q c J o � o o E n Q � I o o n o J 3 D O S � U t 3 0 0 _ w I � C O n � o a n J � Y y Y r 0 E T v c0 n � y V N � m V 0 D � � N 0 n E w 2 z C z - C J O a N Y o w Z � 9 � r Q C J N W 3 a o m O � J � N O � L O y c 0 n n � C � o Y 0 n � s � s 3 N �+ N J) s . N 0 p J r E n � 0 p o or 0� CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT. EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT(ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/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 ¢ : O ro N M N U ¢ z > OLd Li 0 z ¢ o O U c O N � U ¢ z o n 0 c o z N co = z o } 0 U) N J O Ncl� � = W Y w O O � - J x Y ¢ J N N 0i 00 N J J OO � ■ O o RYA PERKINS LiC. No. 046565 0-711812022 V O N O Lnn (~n � w00 w� Ln O N a F- ¢ cn ¢ > m > m d �.'� 0� o m o r7 w w _ Y O V CD w 3 < U S Ul O O U W W 0 Z J rA�r' I..L W Z rW V W Q W z o W J 10 L.L 10r' O /�� LL N� 0- < _ = 0_ IY W U LL 0 u Q U W J \J\ W W m Z ¢ SHEET NUMBER CA- 101 0 N Ln 0 i f� 1cn N48042'30"W - 60.01 - - SS JI 1 I I I I I I I / I / ac� I / I I I I I /I I O I I I I I I 1 1 1 I I I I 1 1 1 I I N 1 N I 1 I I' I 1 1 I II In In P`� I o� CP �tx G�oe�� / / / / co / TARGET CORPORATION / D.B. 2896 PG. 171 w PARCEL ID: 03200-00-00-043BO 0 0 N48042'30W 163.26' I ���o Ln Ld o � ti. o rp 50 �t �� �4 G� G-� �A r,:� /V — — _ 15"RCP ---- rill J / �� �jl I�IIIIII ,11 1 1 , � I I 1 1 I 1 I I 1 I I , I , I I I , \ II 1 I I I I I I I I i I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 24"RCP ��,� O xOQ,/<DT0. F LEGEND BENCHMARK HANDICAP PARKING • BOLLARD SHRUB TREE SIGN ® DRAINAGE INLET DRAINAGE MANHOLE co CLEAN OU T �U UNKNOWN VAULT �s SANITARY SEWER V) UNKNOWN MANHOLE TP TELEPHONE PEDESTAL TR TRANSFORMER LIGHT POLE UTILITY POLE 0 ELECTRIC METER E❑ ELECTRIC BOX © GAS METER Du UNKNOWN MANHOLE SIAMESE HYDRANT Wv N WATER VALVE OHEOHE— OVERHEAD ELECTRIC WOODS LINE GRAPHIC SCALE IN FEET 0 5 10 20 �O� U C N 0 U O a a 0 o` T E Y 0 ° 0 L 3 0 0 N U m 0 U O a 0 ° S T m Y T c 0 0 a 0 a ° 0 c 0 0 N O 3 0 c 3 Z 3 J 1 O « Z 3 J O ° 3 0 � a v N � y > c J O m � U c � o O � L n C N 0 0 1 a E a' a c o ° E ° � N 3 n ° a � I � � o a L N L) O 3 O - � L E ° L 0 3 = o I.. c J � U v a 3 c h � N o a J a I U Y 'u d a N Y m « E o 0 T J c ii ° V a N 7i a v N V y U T � � N J O 7 C Z Q E J i 1 y C Z � c - O J N � O v L � a J N 0 a O N o= J N N O a L a Y c ° � N � o L U n « � L L 3 N n 0 0 U « c E T1 3 U D ° � a ..N O L l ~ I I k11-17'30"_ S4 I � 1 -�— — — SAWCUT LIMITS FOR UTILITY CONNECTION / I p / W / EX. 1" WATER LATERAL TO BE / REMOVED UP TO BUILDING --SS f——-1--55 —- / EX. 1" WATER METER / TO BE REMOVED ------/ -------, *04- W / EX. 4" WATEUNE TO REMAIN — — / / EX. CURB TO F BE REMOVED I I / EX. TREE TO I / BE REMOVED - / EX. VAULT TO _------/ REMAIN EX. GATE VALVE AND WATER LATERAL TO BE REMOVED UP TO BUILDING � L NEW MARKET-HOLLYMJD, LLC D.B. 5125 EX. TRANSFORMER PARCEL ID: 0320C __ TOREMAIN 0 EX. TELEPHONE PEDESTAL TO BE RELOCATED EX. SIDEWALK TO BE REMOVED EX. FDC TO BE REMOVED SS I I EX. LATERAL, TEE, PLUG AND GATE VALVE TO BE REMOVED TEA 2 L ' I EX. CONCRETE WHEELSTOPS, TOO BE REMOVED �I EX. SHIRUBS IO / BE REMOVED 2 EX. TREE TO BE REMOVED Tx /EX. CONCRETE STEPS AND RAMPS TO BE REMOVED IEX. MAN SAND CLEA OUTS / TO REMAIN BE REMOVED EX. WALL TO 1� BE REMOVED------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I-- -- — --— RIP-RAP (TYP.) IN = 535.85 . I o0 EX. CURB TO REMAIN (TYP.) Z CO {7z N 1 w O CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE (SEE SHEET CS-101) r SAWCUT LIMITS (TYP.) EX. SIDEWALK TO tiQl S41'17'30"W 53.41' , 4-1 \ BE REMOVED 2�/l C EX. CURB TO \ \ BE REMOVED \ \ \ I EX. SIGN TO o \ \ BE REMOVED' \ \ \ \ \ \\ $S \\ -EX. SHRUBS TO BE REMOVED \ \ \ \ LIMITS OF DISTURBANCE: Cij \ \ I \ \ 0.30 AC. \ \ \ \ \ EX. 6" SANITARY \ \ �a \ �Y LATERAL TO REMAIN \ \ \ \ \ EX. ROW OF SHRUBS T REMOVED I� \ \ \ \ \ EX. SIDEWALK TO �� �BE DEMOLISHED \ 0 / BM #2 \\\\ \ \ \\ - NE CORNER \ \ \ SS (q OF D.I. I \ \ �i ELEV=542.74 I TARGET CORPORATION \ \ \ IX. WALL TO II = D.B. 2896 PG. 171 \ \ \ BE REMOVED Lop C-4 PARCEL ID: 03200-00-00-043BO \\ ° IIINV=236.75 N \ \ EX. TREE TO rn REMAIN ®EX. CLEANOUT= — -TO BE REMOVED EX. ELECTRICAL METERS AND BOXES TO BE REMOVED EX. BOLLARDS TO BE REMOVED (TYP. OF 5) V' EX. E REM UT IIu TO BE REMOVED EX. 6" SANITARY i LATERAL TO REMAIN i jEX. IX. BOLLARDS TO BE — —REMOVED (TYP. OF 2) EX. 6" SANITARY LATERAL TO BE REMOVED FROM THIS POINT UP TO BUILDING TREE TO � LOP=53.90 F L Et35.90 REMAIN (TYP.) i _ _ _ _ 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: DEMOLISH BUILDING CURB AND GUTTER TO BE REMOVED SAWCUT LIMITS — — — — — — — LIMITS OF DISTURBANCE (0.30 AC) - — — — - UTILITIESTOBEREMOVEDOR ABANDONED N ro N CN N U ¢ z > O vi o � Z ¢ o O U 00 O N Ir n U ¢ O M W 0 o r O N o = Q LJ Z ~ O W Of D OJ J O W Y w � O � z 3 Y ¢ J O O O � o O RYA PERKINS LIC. No. 046565 0��18�202� O N O v0i � 0O oN W 00 cn 0_ ¢ CO < m m m o o w O w r 0 a Y CD ¢ w V) 0 0 U Z a_ Z O J 5O G W 0 V / a _W SEMINOLE TRAIL BM #1 Ss�s W SW CORNER TOP=526.18 /� U. S. ROUTE 29 OF D.I. TOP-526.42 INV IN=521.45 w a - (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 IIINV OUT=521.30 SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" of AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) O L.1_ U_ IIA O ujN � n LL II� 0- W r TOP=526.26E E LJL � FL=520.40II 0 0 w J GRAPHIC SCALE IN FEET W w 0 10 20 40 m Z Q SHEET NUMBER CV-102 GO 0 73 ¢ ° C O i v E Y 0 T a ° ° I APPROXIMATE LOCATION OF EX. 20' 7 PERMANENT DRAINAGE EASEMENT s I Y I I APPROXIMATE LOCATION OF EX. 20' IN PERMANENT DRAINAGE EASEMENT I / APPROXIMATE LOCATION OF w 6 EX. 20' UTILITY EASEMENT Li D.B. 2790 PG. 459 IN J I } ` I �l ----I /// / / I �II RFSIIIII T NORTHING:-------- 3934123.19 I -D - - - - - EASTING: 1499619.4 o -S41III° 17'30"W - -104.43' o 4 T_ APPROXIMATE LOCATION OF EX. 30' ACCESS EASEMENT - - TI2�N41 00ADA SIGN ADA PARKING EXISTING PAVEMENT (SEE SHEET CS-501) o AND STRIPING YP(SEE SHEET CS-501) o - - - - ONFg -- - - - - - - - - CONTRACTOR TNO GQ 4q), I 11 o k5rI PARKING SPACES AS NEEDED FOLLOWING MILL AND OVERLAY ° 9.0' 9.0' 9.0' (� o APPROXIMATE LOCATION / / FCnO CONTRACTOR TO MILL AND OVERLAY, OF EX. VARIABLE WIDTH ACCESSIBLE PARKING SPACES TO r ACSA UTILITY EASEMENT / 'o D.B. 3258 PG. 199 / / <^� ,� ENSURE ADA COMPLIANCE SAWCUT LIMITS FOR UTILITY CONNECTION. V I 5' CROSSWALK. NORTHING: 3934162.06 CONTRACTOR TO REPAIR PAVEMENT TO MATCH (SEE SHEET CS-501) EASTING: 11499733.44 = - - - - - - - - - - - - - - - - - - L - - - - - EXISTING DRIVE AISLE WHERE APPLICABLE I ci I � � �29i S41°17'30"W _ 53.41' TIE To Thy / I I I VDOT CG-12A RAMP o / EXISTING CURB _ _ _ 5 TIE TO EXISTING CURB R10.0' R10.0' ' � R1-1 STOP SIGN AND R5-1 "DO NOT ENTER" SIGN - - - - / "LANE IS FOR DUMPSTER ACCESS :: . 3 _ - - - - - / "' o .� :� (SEE SHEET CS-501) ° E ONLY AND NO THRU TRAFFIC IS I z 0 / PERMITTED" SIGN (TYP. OF 2) of 18" STOP BAR I ¢ $ 200 SF PATIO `V a (SEE SHEET CS-501) APPROXIMATE LOCATION OF PROPOSED SIDEWALK E EX. 20' UTILITY EASEMENT Y (SEE ARCH. PLANS) TIE TO EXISTING CURB. CONTRACTOR D.B. 2790 PG. 459 (SEE SHEET CS-501) TO REPAIR AND REPLACE CURB AND � PROPOSED LIGHT - PROPOSED FENCE '� " - - - - - - - - - / POLE (TYP.) 6" WHITE STRIPE (TYP.) " ' (SEE ARCH. PLANS) - GUTTER AS NECESSARY \ j .0APPROXIMATE LOCATION I L - \ n N OF EX. VARIABLE WIDTH I DRIVE-THRU CONCRETE CURB CUT \ ACSA UTILITY EASEMENT WINDOW DTI CONCRETE DRIVE AISLE ° APPROXIMATE LOCATION OF EX. 20' D.B. 3258 PG. 199 ` I 12.0' 11.0' 5.5' S.0' L E PERMANENT DRAINAGE EASEMENT wn NEW MARKET-HOLLYMEAD, LLC PROPOSED t2,325 SF ° D.B. 5125 PG. 209 CHIPOTLE n FFE: 544.19 PARCEL ID: 03200-00-00-04300 21 ° DRIVE THROUGH 1O LENGTH: 206' 5.1' 'v "LANE IS FOR DUMPSTER ACCESS T 5.7 .11.0 I� \ ONLY AND NO THRU TRAFFIC IS w ° PERMITTED" SIGN (TYP. OF 2) EX. TRANSFORMER EXISTING PAVEMENT �� E I NA DIRECTIOL ARROW TYP. AND STRIPING (TYP.) N ° EX. TELEPHONE R15.0' (TYP.) is PEDESTAL (SEE SHEET CS-501) 0 0 ¢ n R15.0' u, 4" WHITE STRIPE AT 45' WITH 7' 13.5' a 3 CENTER -TO -CENTER SEPARATION 9.0 A `19.4...:1 o p BM /j2 o = CONCRETE STEPS AND R15.0' '_33.3 R15.0' NE OCODRNER I - r STAIR HANDRAIL r ° 20 0' 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. N ELEV=542.74 3 (SEE SHEET CS-501) � � � TARGET CORPORATION D D.B. 2896 PG. 171 5' CROSSWALK.n E ° (SEE SHEET CS-501) o ♦` o e n W PARCEL ID: 03200-00-00-043BO CE BAR_ ° (SEELEARAARCHN PLANS) o �`� TIE TO EXISTING CURB ° LOOP DETECTOR (TYP. OF 2) Z) o (SEE ARCH. PLANS) r FL a EXTENSION OF BRICK SCREEN WALL - - - - h ° APPROXIMATE LOCATION OF EX. (TO BE DESIGNED BY OTHERS TO MATCH EXISTING) STORMWATER MANAGEMENT EASEMENT > n PROPOSED DUMPSTER 6" WHITE STRIPE (TYP.) I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L _ I ° r y 17' EXISTING SCREEN WALL E E ARCH. P7ANS) r RECYCLE TOTER (TYP.) 4" WHITE STRIPE AT45' WITH o SEE SHEET CS-502 CENTER -TO -CENTER SEPARATION L CONNECT TO EXISTING n SCREEN WALL 7 NORTHING: 3933974.44 EASTING: 11499787.07 V N O p E SEMINOLE TRAIL N U. S. ROUTE 29 SWBCORNER OF D.I. Z`- (VARIABLE WIDTH R/W) ELEV=526.44 C Q O J N 1 i 18" STOP -BAR i _ -_(SEE SHEET CS-501) • I I 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" E AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) H GRAPHIC SCALE IN FEET 7 0 10 20 40 ak O N O m T O � J � N O � L Tl y c 0 N ur n n N N GO C L O n ° C N s L =' 3 N �+ N s ° 0 C m E 0 or I- APPROXIMATE LOCATION OF EX. 20' PERMANENT DRAINAGE EASEMENT 11499891.35 SITE LEGEND LIGHT DUTY PAVEMENT SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE DETAIL ON SHEET CS-501 HEAVY DUTY CONCRETE SEE SECTION ON THIS SHEET ,: a o d G " VDOT STD. CG-2 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �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 Be MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 2" SM-12.5A SURFACE COURSE ' At �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' 4f 4111, if if 24' -1 24' 15�.'s 20 B'- w if if $ If 55D.o Sdb)" L�4f TOW = us a NOW = 544.4 w W 12' TeM Urdu T,y. 0W 5494 1"I I 1 IIII. I. y I 1 .� I961j1D• FUTURE OUTPAXRW ✓ Peemmml DlwOon to Remain in Pbae u1111 rwwe autpmuls or, Derdc,ed L m at.---------- MER( FEMCA1ED� PARKING SAPOLS FROM ANCHOR 6 PARNI1L IJi FUTURE OUTPARCEL I w lu f 1 12'�!? Liadlny AF I I I I I I 1 1 Space luplib euc m R' d' M' 24' ' 1 'I 1-S1GRY 24 Q�p bF. - Typ beR" ti • • e I s Wenpater pod y ,,�-IR• T i6p. 0. f�(��'11I�11I--III-III--I' �I�I� II {$ I edrut 9AEc xz a f � r ,-STORY b.000 3 f � R6 = 55I.5 SpriiM d .. y C p T =P fob 9'�I6M�U g6�lll � �n �_I3 5 FIr }➢�e••'a U' I I a .e- QN•P Ix . y AID 24' Is' WTPAMEL H 14,200 SF FFE = 545.9 e Type 2E or 5H Sprinkled f U.: A9 - 4 ttl Goes _ -2 Wtl1 /d -IYvE'lw[u95pxw , (- " • me, 0oality s"O12 5.600 SEMINOLE TRAIL U.S. ROUTE 29 �O QT/y 1) e PROJECT AREA -- ofz o 0 N M N 0 ¢ Z > O 1r o LLI z o 0 U c O N cc 0 ¢ I z 01•,0 0 0 GO o Z N = U) I Y of 7 cooJ 0 N � = W Y w o O 3 J Z a Y Q J N 0 O° o 0 r` RYA KINSS LiC. NO;65 0-711812022 A V O N O Cnn V) 0� w 00 Li Ln O N CE � F ¢ In Q > m > m d� 0- O m o r7 w CD w _ Y O a v 3 ¢ w m v! Q W z W J o L.L /0/ OLL 0- N0 < LLI LlJ U LL 0 O W J \J\ Q W W m Z Q SHEET NUMBER CS-101 C } m N N O_ U w N < CENTERLINE OF DRIVEWAY Q o S�o� pC o 0 5' S' 0 30 SAWCUT CONTROL JOINT GO�O� 4" CONCRETE, MIN. 3000 PSI STRENGTH T E O Y 4" COMPACTED VDOT TYPE I SEE CONCRETE #21-A STONE BASE V) o SIDEWALK SECTION BROOM FINISH 0 "�aal9l,,.i �� r'iil, tll Ci tr �Vq,V - _ ° LLI s ��� � 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= ,� � -III-III-III-III-III-III-III-III-III-III-III-III-I y o COMPACTED SUBGRADE o 4 (WHITE LEGEND, RED BACKGROUND) GEOT CHNICALEFER TO REPORT FOR a FINAL SECTIONS AND DETAILS z TWO COATS WHITE APPLY 1/2" THICK PRE -FORMED PLAN SECTION ° REFLECTIVE TRAFFIC PAINT EXPANSION JOINT FILTER C p O N a DIRECTIONAL ARROW DO NOT ENTER SIGN (R5-1) CONCRETE SIDEWALK " O Z' Y � Q Z 18"x12" R7-8 SIGN o TYPICAL AT ALL GREEN LEGEND ON WHITE z D; WHITE SYMBOL _ a ACCESSIBLE SPACES mro o o BACKGROUNo N cc U RESER�D ON BLUE ON WHITE ¢ o PARKING BACKGROUND o w o o^ o c o � 0 1.5' 2.0' in Q I 4 w o z~ o w ADA SIGN POST z o U) m g o (PER DETAIL) a = w Y r o 'o 12"x6" R7-8P SIGN z 1 w o y TYPICAL AT ALL VAN GREEN LEGEND ON o a 3 a ACCESSIBLE SPACES a BACK OF CURB m Y a VAN WHITE BACKGROUND w J u? a 3 ACCESSIBLE o N 0 o o 0 0 3 12"x9" PENALTY SIGN O y o (AS REQUIRED BY STATE J � OR LOCAL CODE) E w %le o STRIPE WITH 2 COATS OF WHITE °o REFLECTIVE TRAFFIC PAINT STRIPE CROSSWALK WITH 2 COATS w N WHITE REFLECTIVE TRAFFIC PAINT N LTH O�y+A�P 0 0 `j u NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. cn U RYA PERKINS ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING U LiC. No. 046565 a vd 30" `�� 07/18/2022 ONAL� C � O Q O SIGN PER PLAN U 05/16" BOLT IN 3/8" m N (ALUMINUM, 0.08" THICK, 0 'w SHAPE AND SIZE VARIES HOLE (TYP. OF 2) O N O N N of Eck wo No z v ti �� O Ul Q o �— — _� N I\ cn m > 00 Q m az zCD Y 0 3 I Y O Q V) Q W 0 rLn - ADA PARKING SIGNAGE 0 D o I o o 3 (PER DETAIL) M E `o c 2.0 MIN. IN SIDEWALK ° AND PAVEMENT AREAS = v 0 o VARIES V J 0 z 2" I.D. SCH. 40 p GALVANIZED STEEL PIPE J o °a 3" GALVANIZEDin r2 SQUARE TUBE ti n Q w i .� �I (WHITE LEGEND, RED BACKGROUND) U v m o W y USE 4" SCH. 40 STEEL PIPE STOP SIGN (R1-1) Y o FILLED WITH CONCRETE WITH p o TOP ROUNDED. PAINT TRAFFIC o ri m ^ H o YELLOW IF SIGN IS WITHIN p N PAVED AREA OR SIDEWALK Z R-4„ m 0 0 1 y SLOPETOP N CONCRETE p PAVEMENT ' 0 Ino FINISHED GRADE v J N � N ° 2 COATS OF 4" _ y GROUND / PAVING SURFACE WIDE BLUE TRAFFIC 0° PAINT (TYP.) � ° _ III- II •: II -_I -. O �-111 III III- III;. _:IIII f -11 Q cn LIJ 1 -0ao III ?III a z 0 0 4000 PSI CONCRETEI v 6" DIAMETER III ''•" = w I °: CONCRETE BASE LIJ a- u) " 1.5' 6" J O v a R=14 0 ° LL N LL N0/ J � O o a - NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA uj N a ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST w w v o � �O� s �s W 3 J v U) s Q 0 0 /I 1 I J v LLI m ° Z Q m D SHEET NUMBER O r CIS-501 a ~ t r m N N O o W o N Q a a c 0 c o` T N Y O T p Z Q O L W 3 LY 0 N U c N N O O Op Z a o EXIST. WALL TO REMAIN > NEW WALL O N 04 N EXIST. WALL TO REAMIN z Y N Q Ld O T.O. PARAPET Q o ! \i!lii�N!i�!liiaii! 17,_0' % = N U O a O D IRWIN=N�roll))U i!= !! Q p iN!\i C_3i7�A�_i_L_3L7��L_L'_7ii Z o In � �iiiaiiaiiiiZiia�aiiiaiiaiiiaiiai __ _ __ !- � 0 =__N____ N___ __ __ N___N____ N__i____ ___N____ N__ N___ ________N___ N___ __ N___ N__ __ N!•.� __ N__ _._ N___ _ N__ N __!_ N N w N N N N N N N N N N N N! 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MATCH EXISTING i_—�__i_!rNNi�__i!ii=__AAii_i•il_!_:!!iiii__ ii—__i—� ili_i_��l—__�Aii_ii3_iiiAiiAiiis_Zi—__ll_ll!!iiiiii_���—__ANNNN3i�NANa!iNNil—_aarli--�_�_Ailii!Al\ilir_i—__iiiiiiiiiii"i_ll iliii!i_il _Z!i!i_Z_iiiiir_i_i Niiii_iNi.l�—__N_NNiNN\iiii_lri—__Naii�_i_l_ �—__!_l!S�!I!A_i*Zi_ii__—_!l!ll!!__iiiii_ii_�� Y: ii MINOR= !!!����i-s!!i!!!-i���i iiii_iice—_!_tl!!iriii�_el liiiii�_�_�i=��NNNAiiiNiN_a_N iNN!! i N__N !!!!!—_i__iii�_il—__!!_!i.�!Ai_lii_iliiiwNNNNNNNN��liiiNiii\.l i=l !!!!! iiii=___ iii !3!i!a iNN_N!!lsNiaili!_��rarr=il_ p i � A -JQw~o�3o% N iiii_i MRia� BRICK ROWLOCK TO RM ii iMATCH EXISTING �!__l!_!!!!_.\iiiiiiiiii_i_ iii=__i_—_L!!_ . ___LN....__MANOR E r AA w A—N_NNfNNNiNaNi—_Nar!"—_!_ii!IiA_irii_Zi_—_!_i!i!_iiiiii•_i� iAWOM i!Na!N!l!la INA• i!Ai_ K R �i__3�iA i Nl!!N! O iiliil�! ii!!l_NaiNaali_ii_ii•l_ii_ii�i�i• i_!!_ll NN � !l��am_i!_l l !iliiii_il_iiiiiii�NlNNi�li_ MATCH Nilli!illiAl!l•�iNll!i�� i_ili!_ll ALTH F__N_MR. �-iiA ________Ni N__N NUMM= ! a! N !..!� !i!!��11 ..� !N! • ..�•!� � lQ= �j� N AiS=AriL—i!!ii �AZiiN�Niiili�NriiNi� YrrAi1TArizAii�.—A Ari SSSi3>:iiS>•i-3I\iSi �O 4 N c !!�!_�_�_N�_�_N�_�_���_!_!w_�_�_�_N�_�_N�_�_N_ !_!_!��_�_�_N�_�_!N_�_�N_�_�_w__�_!_N�_!_�_��!_�N_�_�_N��!_��� �N!_ !!� •N!lN�lw_ N v ZlllllA�\AZZIIAIllillli=�IIZ�Z��A�Z•�A��AIAIZ�NZ��A�\���A����Z�llililllililAl��ZIA�Z�llll l l l l l� �A�\A�\A=Z U RYA PERKINS 9 LIC. No. 046565 o a EXISTING WALL AND DUMPSTER ENCLOSURE r2 DUMPSTER ENCLOSURE SIDE VIEW a A30 A30 IONALGti U 0 N Z O d :2 w m N (-)CD O v0i a NEW WALL EXIST. WALL TO REMAIN w O O N \ = cn > } °o. 0_ Q co Q m m m � o 0 w ° p a = Y CD J a U in 3 a U w t U V) w 0 of 0 S U U T.O. PARAPET 0 1 71 N 3 H O iiNilal_l_Mil�lill_iailaliiliiiiiiilliilNi_iallNll_111iiiaiiNiial_i_i!!alii_iNilNi_lai_l_N_il_liliiiliiiNilaNili_ilil U w! MNiNINO M Ni N N N !!! M! N! N N N N lllillli lily lli—Mill lilllilill. .'R. O p BRICK ROWLOCK TO _�_y���_`llli=lliilll.1 1 i i I -.iinil_. -. -.1 In _llllllllllll' -lllilliiilli.1-.1 ile.�-lllilililll! CIO O O MATCH EXISTING N N J_ Q ________ _ _ _ _______ _ _ _ __ _ ____ _____ _ _ ___ _______ _ _ ____ _ ____ _____ �MA N Z A �L N_Z_i__�_A_Z_ Z_ iiii I p- _ �aiii �aZiiAiiNMIRRORiiai�riZ��i�ai�Z�ii����li iNiii!!i!NlilailNiiNiilliii itNiiNi!lNili�litNliNilNli!!i!i!N!lNilNiilNiiN!!ia!lNililii!liliNi BRICK VENEER TO l__l_i_li=i_lNi_i_N__i_i_iN_i_i__i_lN_i_i_N__i_!_iM_i_iN_l_i__i_i_N__i_l_i_N__i_ N N N N N N N N N N Ni N N N N N N N .�-iliiiliiii..i-.•..\.ilii...g-..-�i•�illl�.i..iiiiiiA.•..•iAiliiilii....�iA-\1..i..lii�\iiiiA.�._illiiiiiiiii _ U MATCH EXISTING U_i_l___a _ N__ ui ____MRMIRM __ a_ Y BRICK ROWLOCK TO ` MATCH EXISTINGN N N N N iN N N N N iN N _T I I I p r�rrr�M �—_A__iZiiilii�MrrrrrrArri�:i�-ri�rrrrrrrrra N!==Niiiiirri�liii� � ��� Ni !N! Nl W _N___ N__i_ __ N w N N N N N N N N N N N Ni w N N N N .p O iili•��. -O�.5�.=�iliiiiii•�o.�A� N .0 1 i i lliiiilliiii•��. -��.-��llli._s_••A_��AI�_�_I_�-_��01 illiilliii iilA.���iliililiilli t BRICK VENEER TO O N MATCH EXISTING N w N N N N N w M N N N N w N N ._ RR N N U ._ > _A_iA_i_A_\AZ_ N N N N N N N N N N N iNii!!!ilaliiNiiNliNiilaiiNiiiNiiNli!!!ii!!litNiiNilNliiNiilNliNiiNli!lliiNiiiNliN!!!!lilNii iiiaiiaiiaiiiaiiaiiiaiiaiiiaiiaiiiiiiiaiiiiiiiaiiaiiiaiiaiiiaiiaii iNiii!lliNiilN!!N!!N!!!lliiNlitNliNiiNli!lNilNiiNilN!!!!!!i!N!lNilNiilNiiNliiN!lNilNliN!!iN! O N `m N li iiiii!lilN ilili liNi ilili l!liiNiliali Nl i!!! i i!iliiliiiNi i!i ii l!l ii!!i ii Nl i!i!i lliiiail!!lliN lilililllilNi iiiii............................. NiiiNilNii!!i �.lililiiiiili i i i iliiii..i 'F -�i .i '���. i__ -. _.•i.- i �� ,.----,��.•-....-�� '�� i -�•- �.. �. i i �.. i IN RIM i RIM �'LAAAA A7i1.A 0 EXISTING WALL AND DUMPSTER ENCLOSURE WALL EXTENSION A30 VIEW FROM SEMINOLE TRAIL Q (n - J a c CD � O _W I— W H C N r W/'� O in y W a - V)` U N J O 0 a N O ILL o J c I L N N w O O L o O � Q Yp aW Lu Y r � z N O L � O � O L_ U m L LIJ L 3 J N m < Q U) L O O ' LJ m U U « z Q m SHEET NUMBER CS-502 O a L � o / / I I U / o / I C _ ////--------------- - 546'�I a a - I T I n I° 0 I s I a 3 I _ SAWCUT LIMITS (TYP.)- L W ALL EDGE OF PAVEMENT ELEVATIONS- ° SHOULD MATCH EXISTING PAVEMENT ° y \ -ss---_--SS - _'--SS a SAWCUT LIMITS FOR UTILITY CONNECTION. CONTRACTOR TO REPAIR PAVEMENT TO MATCH _ ° EXISTING DRIVE AISLE WHERE APPLICABLE _ 0 3 a D v Q W W W w J Y TZ 544.24 .9 CO I TC4 GE 3 TC I= I =rll I"M I I= I I I Y a 3 B � T° _ I o o I I I 543.93 TC I I N ` PS " Q .3 I I 11 r 544- N p 7 I I I E3 Z 0 I I I _- X E t o o y i t 1 I X I--- J I I I I J o - 1/ TP X 31 E0 I _ _ I = 0 I yk z) I I I z' E 'M E4D, LLC a X � o 20 I D-0 -04300 SF T1 Y _ a- X N I I �1 E < - y I �/ \ rp X ■ r54249 L V 3 ri o � I _ v ° X 542.56 2' TC TO F p � / / n - X � n Z w I /•-----� I-�J/ Q 1 J N - 1 n N J Y - z o I X J c -I_ L Q 0 1 /---X -----.-54' � � 1 / ►,n P ny I11// I I> I �X z - n > 540.41 y r N I I /TW W x w o 1 v QE 1 / - Z 1 - X emir Q " - 1 - z N .541.80_ j Q _ I - TW I- 535.94� L _ _ TS _ v _ Bw � L U c * X SCREEN WALL TO FUNCTION AS RETAINING WALL IN THIS AREA �� _ _ ' 0 ° (TO BE DESIGNED BY OTHERS) SF ° RIP -RAP r (TYP.) 1 IN V = 535.85 Y � 11 N o 11 1 �\ --- - 535- �AE- - 5 5313 ° oaddw E 32 o r i ~ I I CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE I 544.50 544.45 I -P P �-- SS DRAINAGE AWAY FROM EX. WALL TOWARDS INLET / I I I 544.48 544.48 p_ P \ CONTRACTOR TO RAISE RIM OF EX. MH TO PROPOSED GRADE _ i 3934162.06 11499733.44 S 41 0`1�7' 3 0 "W APPROXIMATE LOCATION 'OF WASHOUT AREA (SE -SHkET CE-502) \ \ \ \ \ \ \ -2 CONCRETE CURB CUT ~(R \ SS 543.50� \ TC ME �� \ 543.34 �\ TC ME 543.84 \ TC \\\ 43.29 \ \ \ fC ME \ \ .543 53.41 \ \ \ \ \ \ \ \ \ \ \ a \ \ \ \ \ \ \ \ \ \ \ \ \ \ LIMITS OF DISTURBANCE (TYP): S42, 0.30 AC. Fn SF c� i IO B M #2 - / I NE CORNER OF D.I. ELEV=542.74 \`� I I ITOP=542.55 INV=236.75 II Y CONTRACTOR TO INSTALL 30" ■ TRAFFIC RATED NYLOPLAST INLET TP 71� - 54p -_----------- -IT ii� A� \ - -531- - - )P=539,g� L=-515.90 GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION ME: MATCH EXISTING FF: FINISHED FLOOR ELEVATION HP: HIGH POINT 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 3.02 CONSTRUCTION ENTRANCE CALLOUT CE SYMBOL QUANTITY 1 EA. 3.05 SILT FENCE SF 250 LF - X - X - X 3.07 INLET PROTECTION 3.31 TEMPORARY SEEDING TS TS 0.30 AC. 3.31 PERMANENT SEEDING PS PS 0.1 AC. 3.38 TREE PROTECTION TP 140 LF TP TP El 0.30 AC. LIMITS OF DISTURBANCE PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 6. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 7. INSTALL FINAL LANDSCAPING AND PLANTINGS. 8. SITE CLEANUP/DEMOBILIZATION. GRAPHIC SCALE IN FEET .L 0 5 10 20 O,Q �y ofz o 0 N M N U ¢ z> O o Ld �o o 0 U cc O U) cc C.) z o 0 0 0 0 c o Z N co = Z U) O } o 7 c J O N � = cl�W Y W O 3 - J Z 3 a Y ¢ J N 0 o 0 RYA PERKINIS LiC. No. 046565 0-711512022 w 00 Li Ln O N C F \ ¢ 00 O < > m > m w w _ Y O ¢ CD U 3 ¢ u w (U/l O O U 0 J 0 z Z °6 z Qzpz a. - < z0za. z O� W 0 W N< 0 C� LLII..L C) VJ Q LIJ z i� 0_ LLJ J o0�/ LL O 0 0- 0- LLI LlJ U LL Z Q o LLJ J LLJ W m z Q SHEET NUMBER CG-101 0 0 Q C v C `O T v E Y O T a 0 r 3 a 0 N O C y N O a 0 0 O T v Y T c 0 0 0 c c O 0 `O C 3 0 0 3 y O 3 Z J O i > ° 0 J O � Y C j O i J v v N a L O » a o E i c � v Q � `o m m `o v E v -o n Q v n I � a 3 L D U o L aJ 3 0 0 = w I v � C � v o h a h � n 'o I n J N Y v L Y 0 T E 0 � C ri N N N N � N D o c v E D Z Q C J 1 O > m - O J _ C J L � C J N v 0 a O m O � J � N N O � y c 0 n a v c N O L U n � 5 c � L 3 N �+ N L 0 0 C E In J U D o 0r NORTHING: 3934123.19 .FASTING: 11499619.44 / S411T17'30"W N i EX. HYDRANT / AVAILABLE FIRE FLOW: 1344 GPM / --SS �` --� -�SS / / EX. 4" WATERLINE ------ L------ 5-0.+-- W W CONNECT TO EX. 4" WATERLINE WITH / 4" TAPPING SLEEVE AND VALVE 3 / I I / TAP 2" DOMESTIC WATERLINE TO / PROPOSED 4" PLUG / I / 1.5" DOMESTIC WATER METER- - - - - - - - (2) 2" 22.5' HORIZONTAL BEND I - PROPOSED LIGHTit, - 3 POLE (TYP.) - NEW MARKET-HOLLYME D, LLC D.B. 5125 PG. 20 3 PARCEL ID: 03200-00-00�-04300 2" 45' HORIZONTAL BEND L:E 92 TOTAL LF OF 2" SCH. 80 PVC DOMESTIC WATERLINE 2" 45' HORIZONTAL BEND RIP -RAP ^ (TYP.) INV = 535.85 SS ourp Is llopoll v 11'11 1p� �y, 6" PVC ® 1.457 GT 1, -INV IN: 539.23 6" PVC, 1500 GALLON GREASE TRAP (SEE SHEET CU-501) 10) I OLj \ \ I O I \ NORTHING: 3934162.06 EASTING: 11499733.44 \ S41`17'30"W -- 53.41' SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) \ F \ \ \ \ \ \ B1 & B2 SEE BUILDING PLANS FOR SANITARY CONNECTION _ LF OF -12 4" PVC ® 4.05% CO 5 - -RIM: 542.39 / INV IN: 539.69 4" PVC I LOOP DETECTOR (TYP. OF 2) \ \ \ \ \ 12 \ RIM: \ INV IN: 6" PVC \ \ \ -EX. 6" SANITARY \ \ \ \ \ \ SEWER LATERAL \ \ Iz N \ \ \ 0 BM #2 \\\ \ NE CORNER 1 \ \ SS OF D.I. f \ ELEV=542.74 TARGET CORPORATION \ \ \ \ 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 (SEE ARCH. PLANS) II I� D.B. 2896 PG. 171 \ \ 30 LF OF / OP=542.55 W PARCEL ID: \ \ \ \ 03200-00-00-043BO V' PVC 0 2.65% IIINV=236.75 N \ CO 3 (TRAFFIC RATED) c RIM: 540.71 n NV IN: 538.90 6" PVC III i NV IN: 538.90 4" PVC CO 4 (TRAFFIC RATED) SS RIM: 539.91 INV IN: 538.50 6" PVC i I G\S CONNECT TO EX. 6" SANITARY SEWER LATERAL WITH TRAFFIC - F^oro 27 LF OF RATED CLEANOUT. EX. =SDP200300081 INVERT IS AN APPROXIMATION BASED ON 6" PVC 1.457 AS-BUILTS. CONTRACTOR TO CONFIRM LOCATION i AND INVERTS OF EX. LATERAL PRIOR TO CONSTRUCTION OF FL=.&5'5.90 VC ®1.45%�----------� 104 1 1 2 1 78 30 4 1 1 LF EA. EA. EA. EA. LF LF EA. EA. 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. 6 z M N M N U Q Z > O uJ Z Q O O U c O N cc U Q Z O n 0 O r p \ z N co = Q Z U) O } of7 c J O N � =7 Y WOf w O Z O - >3 a > Y Q J N 0 O 0 RYA PERKINS LiC. NO.046565 0-711512022 V O N O Lnn V) � w0 0 w CN Ln O N F-- \ cn a > ° > m a 00o o m o r7 w w _ 1 \ O a CD v 3 a u w u O O U v J a W z _ ssss TOP=526.18 W TOP=526.42 INV IN=521.45 w 0- FL=522.30 IIINV OUT=521.30 SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" J II O O AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) LL IIA O � � II� w II = LLI Ir TOP=526.26 I-L FL=520.40 OU LLJ J Q GRAPHIC SCALE IN FEET w w 0 10 20 40 m z Q SHEET NUMBER CU-101 6 C N N O 0 a C O E O S T E Y 0 T 0 0 3 0 c �i 0 ° 0 a 0 T v Y 0 0 a 0 0 0 c 0 0 O 0 N 0 N 3 3 n J o Q 5 � 3 � C > ° J u0 N f ✓ n 0 � v ° o N d n � C a o ° i E Q � =n v `0 0 0 E n Q� I m 0 0 n L J 3 o L E 3 0 0 I � C V o � N 0 FL > n JI w Y y Y � y 0 E T D c v O ri o T V o a; JJ � N O C c ° n E J D Q w c � o N J . _ C � L 0 n � J :J y 0 a o O � J � u, o ° y c 0 � y n a m 0 N 0 n N 5 c � 5 � 3 L 0 0 J y E m D 0 p o 0r SANITARY SEWER PROFILE FROM BUILDING TO CO 4 556 556 a >a 552 io 0- 552 Ln CR o o M > UWl N M > d N Q Ila M Q x > 548 �Z elIL r,ZZ `-' �� a aato 548 Q .- �_ M 6 Ln a t0 MCY, CO 7 0 [L x to � o a0 a0� o ^O U oLo •? Z? � iiU_o V-:U <z O 544 >>0.Lo Lo 544 > UK-- SEE BUILDING PLANS ? i z z FOR SANITARY F > --CONNECTION _ PROPOSED GRADE 540 - 540 1 LF OF 4A�427 6" PVC 4.42% L OF 15LFOF 6"PC01.5% 6" �VC 0 1. % EXISTI G GRA E 536 4 LF OF 536 6 PVC 0 1.45% 9 LF OF 534 1 6" PVC 0 1 45% 534 In+nn 11+nn SANITARY SEWER PROFILE FROM BUILDING TO CO 3 552 552 a µ U o dx � 548 N o'a 548 a too oo Q a: U MMg) K x x to Y 0 N=> a V_: U ooO1 N �^ MLo 544 O " Z - ~ p Ln .. 544 Lo .... of»> r\ U Z Z Z 540 540 1 LF OF EXISTING GRADE 4" PVC 4.05% PIR POSED GRADE 30 LF OF " PVC ® 2.65% 536 536 534 534 ,n u7 u� Ln 10+00 FIRE FLOW ESTIMATE FORM ISO (Instrance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Ryan Perkins, P.E. DATE: 7/18/2022 PROJECT NAME: Chipotle - Hollymead Town Center CALC. 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 = AI (effective area) 2,325 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 3'8' a' 311, 510' 318. 3' 5' MIN, 4' 5' MIN, 12' MIN. GRANTER THAN 4' PROPOSALS WILL BE SUBMITTED. FIRE AREA CONSIDERED Construction Factor CI = 18 (F) (A,)0 5 Ci : 750 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 A (Worst Case) Occupancy Factor - Oi : I SIDE VIEW I 44" MIN. I I I EXPOSURE (X) AND COMMUNICATION (P):- 36 `I i XI+PI= 0.00 X4+P4= X2+P2- X5+P5= •• X3 + P3 = X6 + P6 = 18 MIN. (X+P)I -1 .0 + E(xi+Pi) _ 37` MIN. DOOR HINGES (Max X+P)i=1.75) 1.00 WINGNUT LOCKING ASSEMBLY •' (n=NUMBER OF SIDES OF SUBJECT BUILDING) . T 12 MIN. ' w 1,75' DIAMETER DRILLED NEEDED FIRE FLOW UNITS, FOR TOUCH READ NFF - (Ci) (Oi) (X+P)I NFF - 750 BYPASS I TOP VIEW Automatic Sprinklers: NO Reduction Factor: 0% % X NFF - - 0 C TOTAL: 750 NOTES: ( 3" DIAMETER FLAT BEARING SURFACE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. Required Fire Flow- Rounded: 750 gpm LIFT HANDLE UNDERNEATH 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". I I MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". L- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 24' X 36' 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED Fire Hydrants Required*: 1 HATCH ALUMINUM ACCESS WATER PROOFING COMPOUND. 9 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT TYPICAL METER VAULT TYPICAL METER VAULT (1 1 /2" METER) 0 /.�;l N.T,S, SIGNATURE: P.E. FIG, W-7A NTS I * COMMERCIAL AREA REQUIRES 350 FT. M IMUM HOSE LAY FIG. W-713 TD-14 TD-15 References: NFF calculation procedure described in A.W.W.A. M-31, I.S.O.'s 1980 Conunercial Fine Rating Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. .9/94 I 45' 2 0% L ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values PLACE V GALVANIZED WITNESS POST WITH (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ACWWA Project Number d TO HIGHWAY DEPARTMENT APPROVAL. 45' I m45 v Building address or number 109 COMMUNITY STREET a, . I n PLUG I FINISHED GRADE a ( I J Residential or Non -Residential Non -Resident al 2 1 Pressure Zone at Project4" r (Obtained from ACWWA or Hydrant Test) n 1 1 Fixture Value Number of Subtotalo I Fixture or Appliance (at 60 psi) Fixtures Fixture Value I I ADJUSTABLE TRAFFIC RATED 11 VALVE BOX W/ LID FOR ALL BENDS FOR TEE OR WYE FITTINGS Toilet (tank) 4 1 2 8 u WIDEN TRENCH TO ACCOMMOz_ I Toilet (flush valve) 35 0 0 ; ANCHOR IF I Urinal (wall or stall) 16 0 0 z N REQUIRED. ,I Urinal (flush valve) 35 0 0 12 min / I M Bidet 2 0 0 x BEDDING AS Shower (single head) 2.5 0 0 REQUIRED I o Sink (lavatory) 1.5 2 3 = c d _ Kitchen Sink 2.2 4 8.8 Utility Sink 4 1 4 _ PLUG ¢ Dishwasher 2 1 2 - - M.J. GATE VALVE MIN MIN Bathtub 8 0 0 Clothes Washer 6 0 0 -__ T T - SECTION 1-1 SECTION 2-2 Hose connections (with 50 ft of hose) 0 3/4 in. 12 224 WATER LINE d Miscellaneous Ia � Bedpan washers 10 0 0 Drinking u Dental units 2 0 0 2500 P.S.I. CONCRETE b n 2'x 2' BEARING AREA. Combined Fixture Value 49.8 THRUST BLOCK d c. Demand (gpm) 44 n ' . 4 C d Pressure Adjustment Factor 1.05 a v q 6" MIN. f 17.5" 6" MIN. 4 ' <. a 60" -� PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (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 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 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 TTD-3 D-9 I i I ro N M N U Q Z % O d LJ Z Q O O U CO O N cc U a z O of Z O 0 Z N CO�p = Q Z U) } 0- 7 'U J O N � = W Y W O 3 J Z �< a Y Q J N 0 OO � o O RYA PERKINS LiC. No. 046565 0-711812022 U O nl O Cnn V) � w0 wCN Ln O N C F- \ ¢ cn Q > ° > m d 0 o m o 7 w w _ Y O V CD U)< 3 U S Ul O O U V J J W 0 J_ V) Q W Z: u W J o0/�/ LL O 0 0- 0- LLI w U LL Z Q U UJ J Q LU W m Z Q SHEET NUMBER CU-501 6 C *Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall a not exceed one half footcandle.* C O 0 x T E Y 0 T d ° 0 L 3 a 0 L N 6 o , i 0 1 II 1 0.2 0.2 0.9 5 0 9 1.2 1. Y �1\ ./ �6 2.1/ /+24I .1 8 0.5 1.9 1.91 + + *0 *0 *0 *0 *0 *0 *0 *0 *0 1.1 0.0.4 .3 .2 .2 .1 .1 .1 .1 .1 .1 0.1 T-_-0.1- 0. 2/ 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 WM3 1.000 11453 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-III-W-40LED-700mA-WW ElWM4 1.000 11153 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-IV-FT-40LED-700mA-WW 4 EXISTING POLE 1.000 8991 TRACE-LITE TL106-HPS-150 EXISTING GOOSEKNECK 1.000 8991 TRACE-LITE TL106-HPS-150 'o + - �\ 0.1 -+ 0.1 + 10.1 A.1 + 0.2 + 0.2/_.A + 4 o.6 + l.0 1.6 + 2. pr /moo ii.l + 3.81 3.0�1.17134, + + + l.0 0.604 03q + + +O o.3 o.z '�a2 + + o.z o.l + o.l + o.l + o.l + o.l o.l + o.l + o.l Prepared by: U 4 r _ _1 _ _ LIGHTING VIRGINIA CENTRAL l 1 0.1 kk 1 xi.T 0.2 0.3 0.4 0.7 + 1.6 2.1 / + 3.1 5.3 EXISTING 6 2.2 G%OSEkNE'C4� .�- H 8 0.5 0.4 0.3 �.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 400G-2 Southlake Blvd. o I �� I ,�� 15 a Richmond, VA 23236 .o IN(2-5DOSEKNE + 00 Tel: 804-379-7777 .1 0.1 0.1 0.1 0.2 0.3 0.9 0.7 2.4 3 6.8 r#ri, ' a 0.5 �rft'..4 .3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 www.lightingvirginia.com ° -1 ' ' �� ern, I to / I 3 // b.1 0.1// 10.1 0.1 0.2 0.2 o-4- 1.2 1.9 3. 4 5 6 01 7.31 7.8 6.9 7.3 5. 1 0 - -1.5 - 2. - 2 --- 8 3.8j .0 6. 6. 6.9 6.1 4. L 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 fm ° NOTES: 2. .0 t.7 +.7 + 5 0.4 0.3 0.3 0.2 �0' 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA Q 3 / 0.1 P.1 0.1 0.1 0.2 0.2 0.3 0. 1. 1.9 2 3.0 3.8 4. 4.8\ 4.6 4.9 3.8 2.4 1.1 �.9 1.1 0.9 0.7 0.5 0.3 0.2 CENTRAL, ADAMS PARNELL, LLC. Z E / / \ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN Z ° L----0-1/- 0.1-0.1 -0.1- 0.2 0.2 0.3 0.4 0 9 .7 2.0 .1 .0 2.7 3.1 3.0 3.3\�.z 2 .5 2 z S41'17'30'W 2,4 2.9 2.3 2.0 53.41' i.2 0. 0.4 0.3 THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT - _ T4-y �p� RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED - - - \ - c 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 /0.0 / L - - - -- I \ OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE ° - - -/ JURISDICTIONAL CODES. o 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 \8.1 + 16.3EA(STING•0P0LE0 0.9 0.5 0.4 / I MH: 15 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY Y) n :n o c a + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.1 + 0.2 + + 0. 1.7 + 4.1 + 3.7 +\ 3.4 2.9 8.8 \ 18.7 \+ 1�.0 •.7 2.1 1.0 0.6 0.4 AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS ORIENTATION i i 7 i E , I .4 .1 .3 �?. \ \ MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE / PROJECT. Q o 0.0 0.0 0.1 0.1 0.1 0.1 0.2 I + 4.3 6.2 5.0_ .8 3 WM47.9 4.9 3.9 3. 9 5.8 7.7 6.2 + .5 1--9 1.0 0.6 0.4 L N 6j _ MH: 15 \ \ \ \ \ 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO ° 'w E 0.0 0.0 0.0 0.1 0.1 0.1 I 0. 1 91.0 6.0 .1 .4 2 7 9 6.0 4.1 .0 a \ \ 3.6 4.9� I 9 8 + 1 0 \ + \ 0.6 \ + 4 LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP BALLAST AND LUMINAIRE a -o R3 \3.6 \ \ \ MAY AFFECT FIELD RESULTS. Q ��fl \ \ o NEW MARKET-HOLLYMEAD, LLC `�' MH: 15 PR POS t2 25SF + + + + + + \ + + \ \ 0.0 0.o D.�: 0512�'1�'G. �0�9 0.1 0.2 2.1 6)9.1 8.9 5.8 0 4 CH OT E31 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 a PARCEL ID: 03200-00-00-04300 ® FF is H: 15 \ \ \ \ \ \ OWNER'S REPRESENTATIVE. ° o _ 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 \. 0. + \ 0.4 r41\ 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE s 00 �_ \ \ \ DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR N 3 E + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + + 0. 1. + 3.5 + 3. .1 .9 WM3 .3 + 9 0 + f 4.2 + .1 + 8.5 + 12.5 + + 8.9 �S + 2.0 + 1.0 + 0.6 + \ 0.4 \ \ PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 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 9.1 .6 + 3 4 .9 6.6 + 5.8 .4 •� •�XI§2Fi G5F'OLIt•0 1.0 0.6 0.4 . NO LIGHT FIXTURES ARE PROPOSED ABOVE THE METAL TUBE WALL FEATURE ON THE BUILDING. ° U C MH: 15 y N + 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 v .� + 10.3 + + 7.8 ��9 + 1.8 + 0.9 + 0.5 + 0.4 h 0 FL > o +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 +0.4 .7 + . 3 + 2 .8 3.3 3.4 3.2 2.6 2.0 1. 9 2 2Hf 7 .1 6. 9 5.4 .6 5.8 3.9 ji 1. +0 . +0.5 +0.3 j : 0) I � y _J Y s 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0. 0.8 1.7 1.7 155 1. +.2 1.2 1 a + 6. 4.9 +.7 .9 2.3 1.8 i 1.0 0.6 0.4 0.3 `o E 0.0 0.0 0.0 0.1 0.1 0.1 0.2 3-4-.4 4. 4. +:7-+. -+. - �-4.5--0-5-� 0.5 0.7 .6 5.1 4.2 3.1 2� 1.3 1.0 + 0.6 0.4 0.3 0.2 0 I --------- � V � U O I r V V .------------I.-o- + + +o-0-J)-0-�..Il.-u-L_b1-1.�- + + + + + + + 0.1 + 0.2 + 0.2 + + + + 0.3 0.3 0.3 0.3 10.3 0.3L 0.3 + 0.5 + 3. + 3.3 + 2.7 + 2. 1.6 + 0.9 + 0.6 .5 + 0.4 + 0.3 + 0.2 + 0.2 RIP -RAP N (TYP.) ,V ti �; + 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. + I .2 + 0.3 .0 + + + + + / �0.5 + + 0.4 P.3 + 0.3 + 0.2 + 0.2 + 0.2 p m `0 + + + + + + 0.0 + �y (S)(90� + + + + + �c + + 0. P -.3 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0 ---�L-- 0.1 0.1 0.1 Jf 0.1� 0.1 0.1 0.3 0.4 0.3 0.2 .2 0.2 0.2 0.1 0.1 ` fi _ 43.89' z _ _ 0.0 _ 0 0.0 __ 0.0 0.0 _ _ 0 0 _ �0.0� 0.1 + + 1 0 44U �01.1P' �$.1 0.1 0.1 0.2 0.2 0.20 0.2 o�.�G W o�2 0.2 0.1 0.342 �5.123"Iq�� J C ° 4 0.0 4 0.0 + 0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 4 0.0 0.00_._1 + + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 1 + 0.1 z 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"q;MIJV0LL.oT��ILb.o b.1 b.1 0.1 o.i o.i o.i o.i b.i b.1 1 b.1 b.1 b.1 b.1 v U. S. ROUTE 29 (VARIABLE WIDTH RAW) SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" J v AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 0 a O � J � N O � L ° y c 0 n n � C � o n ° L � L 3 GRAPHIC SCALE IN FEET 0 0 0 10 20 40 nE ° 0r V) Z 0 w o' o ro N M N U ¢ Z > O 0 0 U c O N � U ¢ Z O I'7 0 0 0 c o \ Z N co = Z U) O } of7 c J O N � = cl�W Y W O 3 - J Z � 3 a Y ¢ J N 0 00 � o 0 V O N O Lnn (~n � w0 0 w CN Ln O N C F- \ ¢ 00 cn < > m > m w _ Y \ O V CD U)< 3 U S Ul O O U Z Q V `Z_ 1 r2 V J W Q W Z: 0 W J o0�/ LL O LL N� 0- < LY W =LLI U LL 0 U Q U W J \J\ w w m Z Q SHEET NUMBER CL-101 Ui D O on UI 0 O M >, W E Y O Y O D L 3 Up O m O 0 TO C 0 O E n C O D 2 O O 0 O 0 Lo .S. 0 N 3 ._ n 3 J - ¢ 0 O , s 3 O Z 0 L D :) O O J to m n y I c J O D o m u C D_ T To L C N O 0 L -, .) TO c m O L 0 0 E 0 m I n 0 m o 0) n N HE, n L m J 0 3 TJ +• 0 0) r E 0 t 3 O = O .• O v a V C ) O 1) o To O FL % , J n I G D w Y 0 a To Y To L E a ') T n E 0 V 0 m ri O , .N - NV m 0 V Di 0 p - To o 0 7 C n N _J D ¢ N y C_ 0 0 Z m _ D C 7 . J d 0 S Z) TO n , J Z To .. N m a O m O G Go ur 0 U L O y c 0 T m n a 0 N O C Us 0 L U n 0 C W y � , 0 I N s N 0 0 2i C E D G 0 o or 1 ~ coo name: LIGHTING 109 Community West Site VNROINIA SOLID STATE AREA LIGHTING Mro NAME BAZAR SERIES -LED "CLEGE1"as S P E C I F I C A T I O N S OPRCALHOUSING He .at low Co ar aluminum A356 cal <0.2% co ivy PP I.( oy. PPeO nimbly with Site rot coolin BEAT O }Scat Poreel rtwunti 9 P g g A BUT Is mince Ilan ((surface Variance <z .W2• As Malrmro thermal tonal of h.. t=using and cooling Ann. Solid barter wallas tWeaoomantlelnts are) camato cNM al W P P optic and electrical compartments are integrated841'. to creole one aeaembly. Minimum wall thickness Ia.188'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy .At law capper aluminum (ASS6 alloy: W0.2% copper assemby with irmi l cooling ribs ,.mouthing the elecfncal compar Intent and a flat surface on the top of the arm to 'Uscomprodarics a photocell receptacle. Solid barrier wall separates optical and electrical compentments. The optical comCodment and electrical compadment with the Iniegmtth supprea ort arm combine to cte one assembly. Minimum wall thickness is .188". Cast and hinged driver assembly cover is InMgmMd with whing Comparhnent cover. PLFR dons Emitters (LED's) are arrayed on a metal core PCB WwlwMl each emitter)coated on a copperthermal iron r daM enclosed by an LED refmobr. LED tics completely seal each Individual emitter to meet an Wide rating. In aaymme do d18trILTWIOM, a (MODEM:RTRM.RTRRZRGBROSMAF•) rosefieetor i naltle the Mf mcror redireeh the h W ae aide emitter output towards the dreel side and fuWlons as a house side sheldingg element. RefmOor are In EwAkEAY molded H12 acrylic E M1 LEO rehacro tl ro the PCB 'Me tl 1 R3 MTENTMNDING Is sea a over an eml ran a, refractors are retained by an aluminum hame.Arw one Panel, or T Mem.LED groupof Ponela Ina . standard sim/amaomoapllon. are rehaclor produce standard site/area distributions. Po A field replaceable and field rotatable ln90°Increments. 1 UM DRIVER(S) Conatont current sleahonlc with a power factor of >.90 and a RZR-G minimum operating temperature Of 40°F/-40°C. Drlver(s) Is/are UL and out recognized and mounted directly against the Electrical C ' T Housing To Facilitate thermal transfer, held down by universal D clamp] tofacllitafe easy removal. In -line terminal blocks facilitate ring between the driver and optical arrays. Drivers accept an Input of 120-277V 50/60Hz or 347V-480V, 50.60Hz (0 - 1DO T dimmable driver Is standard. Driver has a minimum of MV tribunalSurrgge protection.Luminalm supplied With 20KV surge proteclor for - me, NRM L .M..A 0:> feltl accessible installation.) pmvep LED EMITTERS I Higgh outfpput LED's am utilized with drive OumB mn in from 350mA fo 1050mak. 70CRI Minimum. LED's are available in - ~ 6 (30o0K) Coon uM 'ororyb WheretLEWD optional. •)ar RZR &RZRM Warm WMY1INe Wass AMBER LED's PG (Phosphor Converted Amber LED's utilize phosphors ro P P P creme output fat out ut color P P p gg lamps Amer) RZR-MAF' c th.lam bluesut L e blue apeMml bandwidth. (True Amber) LED', bandwidth. T amber material that emits light in the amber spec}rol bandwidth only m t only w9houtthe use of phosphors. FINISH El.e.o I.Il a lied TGICPo erPo ,CCotonsubstmte PP lyres re ared with 20 FIN power wash OI SAUDI Four a media dad P P P step and Iron phos hates pretreatment for protection and pain} adhealon.400°F bake for matlmum hardness and dumUliy. MASTARM FITTER/ELECTRICAL HOUSING Replaces standam Electrical Housingg. Ms standard 2 3/8- O.D. M1orizonfal tenon Two (2) straps wltM1 hvo (2 bathe each encirole the lower hoar of the tenon. Upper hag fie tenon rests on 'DLC PENDING A60F 7119 Mlfc nt ring steps that position Me angb ofthe laminate at On, +1.5°.+1.5 or up from the horazantaLAll hardware Is slalnless steel. a©ue 2020248 U.S. Architectural Lighting e'--ar:"Po�a,I®�W.'i�l ©ARCN® Submitted b u hR MI inW-c.nbal Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: • Job Name: LIGHTING 109 Community West Site HS-PLED R4-HS VIRGINIA Notes: LV-CENTRNUT-Ra993 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg i) Approximate Avenge W mans-4000K a.- on dou alenwmns) 3AYM 625mA ]MN lD Wdx Mmae 1C am .Nero IMF Welx caw. X'DD . I.ma IED . v a W, w n 1�, W a65I M a/18 I b .6 bow M M6i Ia BT z :-7 1J. I. R AB M ;� A16 m m bola I No OECD '® IN imer 2�Wg 0 N n6Y1 la Is, UNCES 17A T999 AN b5 .1m 6)yI6 be I. n4m serf les &NO mo YO .U. 93 ]m 999 4.V9 ,Z ryOPERCE NIML WMEM- LUMM INITIL.AN LUMma UME 5 LSO GREATR MRTING SYSTEM ryAe COVAn SOURCE .LatR Car =K CM WOK=T am AM WL% Rn AMPb 24 Up z4 PEID"Do-, ARW- 3,133- 3.b3- MGM. 201 P 12D an MWUW-350mA 4784 3.5% 3.dn D] 0.10 24 IED NPEID'oplical 4,711- 4,47s- ,dw,- W,DOD. .WF 42 120 o3A MMub-525m4 ,Are LAW 6..676 R]] O16 24 .0 R4PEID°Oplkzl 4D19- 4]22- 4]M- W,W]. 30•F 56 lW M6 IMduN-2emA 491E 4a65 7Max 277 Me 24 LED zA PIHI' Meng III ].]62- 8,580- N.M. .201 82 12D O.W -1 mT FMyuM Oan 9,3]6 A9116 9.BW R]] D90 40 MD 60PLBDO ILMB- 63W- A064- mDO HIDF C IN 03B Mayas-=60 6A08 AMR Am 277 AT78 40 IED 4a PlID'Oplkal 8,059- 7.656- B,MR- W,(Iro. -W°F W 1RD O.ss 6b]uM-szsn.A 9.2N A]84 9,]a9 Rn D.R4 40 Up WPLHMCp11M 9}M- 10.I52- 6ea0DI -W'F 8] IN M73 MWW-]Wm4 lend- 11.749 11362 1R.Ag] R]) WT 40 LED 4a PLID'OwF i law- IZwW- IWUCH W,D33. 3a1 1P 120 HAS MNub-1O 15652 K870 14435 277 a" 48 up ABPIID'E l 4234LEE 640roE � F A in DAL ],REP ]m 277 Me 4B LED ABN Ool l 9,330- MUR,- 9.797- W.M. -201 79 12p O.W MWUM-52amA ITEMS 10.1]0 I'm P] 00 4a IED Aa RrVCpIKH I1735- I,.,.- 11 An- EamD. -2VF IM 1. an Mwlw-ma lA uNl I4,I37 277 us 46 IED I0.3W- ECS42- 17,178 W,ee. -WF IW 13Y 1.99 aufrOPllml Inaeale-1o50mA lean n.W2 19.](w R7T Ose RW W Up BOPLE9°Oplkwl ]am- 1ax83- N,3W- 6QDa0, 3VF 86 IN M75 M-31M-SSDm4 IM19 1LM IADW 277 031 80 Up W o' PLRRY p w E5.W7- IA,.- IMAHE- WDD. CEDER IN 120 1.10 MWaW-525m4 17.BW 14990 IAn8 zn DART 80 Up wNln'Calkal 19,]6]- lAn9- 2a]56- 60,030E 3a°F 174 IN ]ARE MMuM-M. R263a 21,6M MIA 277 RA3 8o LED wP ool , Nall R m- 27.56- W.M. 201 P7 12D 2.22 MWUW-1afi0mA SM. 28618 31.630 277 O.W Rona 80 IED WPIREFOET d imm- 1a6W- 11,N8- m, ,201 87 IN M75 Moeule-SSOM E2864 needs lA1M 277 DOES 80 LED SU PIm'OplcoI 15.J35- 10.WB- 16.5P- W.N -W°F 1P in 1,10 Moeule-Stil (SLOW, 17.151 18,957 277 DA8 Bo LED WPlls°Wlkd ffio]a- 19.an- Rl.me- 6yDW. -WF 174 IN IJ6 Moll MONA 23,m2 21,M1 24.184 277 0.63 90 LED WPIHIwC oil 27ad,- Mail Se. a- W,CW. -W°F 2M 1P0 222 Mayas-1DSana 31,]RS 30.139 33,31E 277 n96 '"'•"a::m Sical U.S.ARCHITECTURAL U.S. Architectural Lighting rm M+n a,mr © Submi L Ion MI inM-0enbal Catalog Number: -W-40LED- Type: LIGHTING 109 Community West Site 0MA-NW-XX-XX WM3 VI ROINIA Notes: TV CEN1eAUl1 W83 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL INITIAL INmA WMENCE WMms- LUMENS- L]O GflfARR SGRfING SYSTEM MAR COUNT TYPE SOURCE 4 _3l SODK 1MN(HRYN21 TEMIE wA VOLTS INH1rAMPS 'dl Up WPLEO'GE211m1 zWI- May- Basin- 6aa0D. 30'F W IN 0.2E M.duW-35anN B]W B44T B P] O.ID M LED WPLED'O911m1 3.6R3- am- 3.608- 60,000. -21YF AS lW On Modals-s2LM J.930 3A41 aozs zn o.ls 20 Up WPLED'CPllml "II- am- 4517- 6DAW, -2EF M IN DART ModuM-M0gAA 4,gW 0.8D3 BOOM P] DUN W LED WPLEO'Oppwl 5.]W- 5.0]5- 5.W]- W.3 West Me lW ON Module-la5rrwl 6Z 5.66E 6.62z 2]] 0.30 40 Up 40PLED Opmal S.00R- 4A]9- kin- 60,aW, -201 46 Ie O.3B Module-36anN 66]9 0.M6 III 2]] NN 00 LED 40PLED-Opmeal 7,047- 4170- 7,216- W,Oe. NEC We IN ON Module-52S 7,BW 488E 8,W9 277 O.M 40 Up Aa PLEo-Cprycal aan 7.7x4- 9,OM- b0.p0D, .1psF e] IW o.n MoyuW-]aanA 9,M0 861E 10.W] San 0.32 40 Up 40PLED'Op1Lm1 MGM- IO,IW- E1,8]2- 60,030. 30F 1M IN 1.12 Motlub-la5aM LEND EE,322 lam R]] DAB W Up wpuw Oplkal ].60r- 4869- 268E- 60.aW. WISER M IN 0A6 Morsel 5aRW &m 7" Aa]0 P7 0.e 60 LED MPLED-0P l 10.570- Fall- 10.824- W.Om, OVER W lW 0.68 Module-s25LM IL]W ]am 12m4 2)] 0.90 60 IFO 60P1E0'Wliml TAWS- 1EX6- lAM2- b0.00D, -10'F 131 IN on Module-JaOnN 16.]W Man 1A116 P7 am 60 LED AdPtE0'OPllml lI,J91- 15.R26- 1]810- MUM, Man 1W lV 1.31 Modub-IOSaM 19.3% 161.3 19.866 2]] 0.57 NOTE]: 1..,;W n .,. ri. G MrAry gxmA scam droll-hr:x aaaaan9me.dWId.-Ica. �e.Lww6new.°In.wae9rvwrSmmmawwr.wrwrw AMwIu,PUMgwary MdMaMDawgavh. a. Lec ed-rM21 mobq LmO p-calwam.xWom.,. -I .O33i,. WMHlla:.I.-.rd Molkdmaawh mAXhlxa...NaIM.1DSMcaC .lExe a do m war m�Yl lnmMe lNw Mm hw /row 1. me xgrml a e-mrq. y.mnrg o,.lrcun Conran. 'Qan.n WMDNo]r4zwry Iln9b MaablAbrMontyro na MWaN dnd-L..mme Ild alI dw.wmwiall, QN.Mr¢Pawba.uMol.".,oteN.II.IAn9-"..p ILO�R %W=,l ,.®®ImnA m.,. U.S. Architectural Lighting - �Re�°n'-wrmn'a.Mr © U.S. ARCHITECTURAL m® SUDMID$a On: Oct did Inoex Submeleyb u tit v'r rmCOMMI Catalog Number: RZR-PLED-III-W-80LED-525MA-li Type: Job Name: ,p•X. UGHTIN E 109 Community West Site XX R3 Notes: yVARGINIA 11 LV-CEMML2r ]5393 BAZAR SERIES -LED WALLMOUNT PLED' MODULES \. i ffl RLFOE.PAeo,)6 RZRE.PAae6T CASE ALUMINUM ARM AND WALL AV.11Maln', Avakdoesh: BRAC ETASSEMBU NOVIDfDWIi BWTUREISLT IN KETED WIRECONNSS FOR lID l®MOOuIeMm 00 M d t® o UWM 00 LED Module ECTION, fIANPf/sUnlY WIFE CONHFCTIOX. 120 LFDMatlula WALL PLATE POLE DRILUNG TEMPLATE ]� 4T0' �'^ r,qq Pe k : wwewxv Feq an RDRA E.P.A.0.46 f 1 AvoJobem. Aa1ED MoeweMm 40 LED Module a 6N. ellgm .I.,,, - MIT. .Be!Ord-, f.awvple WRIIII£D!V/BOIFD/00mA/Cw/211/RAL8010.S B • • MOpEI Omil IED IMol V(1L1AGE FMaM WINJN$ MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS .0 UNIX CiNECIE:M COLOR VAM R&G map-CCr rF%Ile®fNIBII ❑XIDG ❑maI PLENI ® ❑1PLED ❑T ❑NW(40WW DIM ❑NAGS ❑Nggrownwasel R x. ❑ PB mLL T NVMMWMTC , IKNNOG TWMO" ❑ ans Maul row ❑ ___ ❑ •� ❑ CW (won ❑ WERE 93tl09. Raw PLENUR.. ❑7W l ❑WW(N ) ❑no Rµµw3.T ❑ERE ❑Ron ❑TYmc�eAN ® ❑IDYMr RR ❑T]] DART ❑CRY RAWWLE MMri SAIESNIBO . NER81 PEEN 'ar--.wcn ❑ftITOLM.varaps ❑ Rm.. ❑ mLED ❑ No BNPA(u Pcl'NN.. rc v ❑wAwo PLEPRFM ® ❑ RANpIPI ❑P.YBr LOG( 4oaD Ra9rtK1f GHY 1R1 ❑GEN ❑ „!r4 eNroE PLffMIFW AMeri PLEASE RKAPOHI ❑]yNTWBfLpCK ❑POELVE10n SPECIFY Er,` pEC@TACU R4r __pTl ❑ IapM OtErs, PLIN ® PLFDIV ❑ RTRM CWVEiIFD MefR x„ ma ❑SNg.FTUi 4BLEU FA (REV. Ei SAV). p ❑ rMer. PLD( ® ❑ 2AIFD 0 MEMM' c'-o"m ❑ DMEI Ff TLW.A If 3R B 'Essa.wa r,° ❑Trx.N.saw PLFDVS•N...� aw FB9..e, a ❑4RPOMWTDN®4sOR runty PR(YMMAmwl.) ❑M R.. ® .. MSf211 PLEPVieM I.-ucwam.Iswe ..canon , uw[ ❑RB.g1ENDlOH Ydddt ❑M4vvnm IN CaiW ion I..... _ _.. NSKIa PLf0.tliGW. U S. Arcnttec Nrol Lighting =-1- .a I«,r-,w, © U.S.ARCHITECTURAL submieea Lighting M inW-C ni Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,a•w, LIGHTING 109 Community West Site HS-PLED R4-HS VIRGINIA Notes: LV-CENTFWL2135393 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.2) HIT Hall INITIAL LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER 5r.,.. SYSTEM MA% COUNT TYPE SOURCE ye3K CCl ]aCOK ecr mmKCCr M.N(XR) TEMP WATIs VOLTS INPMAMM IN Up IPPLIMYOEVWI IMII- ISAW- 1].MI- W,OD. ,201 in IN ]ARE Mw -mW IBM 17fiM 19, 277 DARE IN LED 1MPLEWOPlloal 23l 21W6- 2631R- W,e10. -21°F 1922 12 Module-sm. MO. man 27 W 277 0.70 120 Up IWPLFD'CTFrywI PAT4- T],%9- 10.B%- 6QOpDE .1a°f 2W 120 117 biz 7(e:M 2A]W =72 36M8 277 0.W ISO Up 1WPLEWOplicul Aotel 3&333- 423W- W,mO. 201 3% 12D 333 MWub-lm. 4Sz96 4AWE 4461E z]] IA3 E1OTF8 a.LurenWls bnEa WEI im,rry oallgrorreal.MlWCannie. 0%Na:ggl>aWeLT ftMarADIDGm LZIe.oe,owall , 9a woosimladeeme drl,.r.amaor.ma. A ea.Mue wordll-recom�renk.Fre4 nlcaMla won:a^eMpolecHonuwwyselgxwclwpp Wax mlmlw. head surw a o perDlwCb S W(I,-IM] 1. reeaaaiw�so .a AsAr„IeI m„Ir So in:nledn.awawr- w.mmwe ...1 Eknca claw raw -roe. w ma-1 n.nw. IFemm Into, U.S. Architectural Lighting much -r U.S.ARCHITECTURAL © m® LIGHTING VXRGINIA Site SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cad law copper aluminum (A356 alloy: CD.2% Copper) assembly with integral cooling fins. The Optical Panel mauMing surface IS milled net (surface wrlanco <E.0037 LEE f scilitaM thermal tmnsrer of heat to housing and Cooling fins. The Optical Housing bolls to the Electrical Housing formlW a unified assembly one minimum wall thickness Is.188'. ELECTRICAL HOUSING Heavy cad law Copper aluminum(A356 olloy: All pcer) assembly. Minimum wall thickness is AN'. Holure Mounting Plate affixes to mounting Surface over a reeeeath jibed. Electrical Housing anchors on the top edge of the Mounting Hate and Btolnlws steel recessed socket head aerews tighten the Electrical Housing toihe Mounting Ptateaom DIe bottom. PLRITOPTICALMODULES Emitters LED', am ar on a metal core PCB reel with rayed pa each smatter on LElocated on a copper thermal transfer r tl antl enolowaPP Pa horses by an LED retractor, me a rwht h did1gWM,,tm M1avee side mftctmitten inside towardse m�the str et sideiB and house SICe emitter Output towards the street side and an emitter one all reaacmr are reminW an Tone. Any one Panel, or group M Panels i a Iva the same optical pattern. LED retractors l II, III, and Type IV she/area dMMbutions as well Malty arymmeMc distribution. Panels am ftW antl told rohn loble In W° Increments. UM DRIVER(S) Constantcuvenfeleutronic with. Towed .,&>.90anda minimum opemting temperature of ,30°C/-22°F Drivers) Is/are UL and cut recognized and mounted to a driver assembly plate that has slotted holes to facilitate ease of assemblymmoval fort lure installafion. Quick disconnects for Incoming power and optical assembly power are provided Drivers acceptan input of 120-277V,5O/6OHz and utilize C-10V dlmming.347V-48OV,50,60Hz also avallable on some models, Surge pmt or supplied For field installation at the most conveniaMly serviceable loca9on. LED EMITTERS High output LED's are utilized with drive Wfrenh ranging from 360YEA to 1060mA. 70CRI Minimum. LED', am available In standard Neutral White 4000K , or optional Cool White (6W0K)arwarmw111tia(30 K). onsuff cMryorWMUD options. AMBER LED', PCA (Phosphor Convected Amber) LED',,Mllze phosphors to create color output similar to UPS lamp and trove a slight output in me blue spectral WndwiWh. TM (TNPAmWr) LWs utilize material that emits light in the amber spectral bandwidth only without use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coif on substrate preparedwdh 20 PSI powerw shot 140°F.Fourdap media blast and Iron phosphate pWreM Mfor proleclbn and paint adhesion.4m°F bake Far maximum hoWr s and durability. P EM NAME: PRO TYPE: !I WM4 whom RZR-W M 1 PATENTnNDING RZR-W M 2 PATENTPENDING Joao ���KM RZR-WM3 PATENTPENDING ®k,E�E-MIll 2018002 U.S. Architectural Lighting ... - wwomm © �® sabmmea U M nia-Cenval Catalog Number: RZR- PLED-III-W-80LED-525MA-NW- Type: cam Job Name: LIGHTING 109 Community West Site XX R3 V IRGINIA Noes: LV-CEN1eA@td5]83 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg,t) APProximl Ole AAwmgeeWrt� n) 4000K 35a1N sxu=nN )DDIN 1D60nN Coax ua:ru xiDrq Wax 6anww Mp went . xiDy xae .onto lor9. Ed ]sal W FgEa A A W Wy Ion M a/la 11 u .6 aw 6 MM In m 1. 1. 1J. I. R WE M ;� TM6 m m Two Im�D HERE l l Sm life 1]6b AN m 6] nazz 111 ITT U. dW ho n. N5a 'ffi5 .1W a)y 1xo is, nese 2m les &NO ded Ya .,. ] Tb . I® I LED MUME _111 NRNL LVMFNS- INmAL mmAry LUMENS UME 5 L]1NpHGREARR mApING µV31EM MA% ILTCOVM PE SaVIMF APVx CCT Nmx CCI mmKCCI (me AM INMunpb '/A Up 24 PLOW"O am- 31133- 3.N3- fO,WO, -MrF 29 1x0 D. Moeule-3mmA A]81 Ab% A9]3 R]] '24 24 Up x4PLHF-oplkal 0.]M- 4A]s- AW)- 60.000E -201 A2 1xD O.W Modok-sWmn S.aOs A135 46)5 zn 0.1s 24 Up xIPLL9709.W 4 . SAFE. 6324- 60000+ JU1 M In 0.A6 MddIM-]OOmI. 4911 4563 ),286 21, Me 4d MD 24P1m'Oplkal Sl]I- ].]62- am- 64(IWE -201 BR 12. 0.68 F1oduw-ims 9.375 am 9,BM R]] 0.30 40 MD .aP Cplbal 6.6e6- A306- %W- 64EWE -WrF a IN SOL Mayas-.. 6AW 6An &TV 277 0.1] 40 IFD 40MID'owsal 8l 7,656- LATE- N.M. .20°F W 12D O.aS ModuM-S2amA 9.246 A780 9.709 z]] o.Yl 40 Up 4a PLffiOplkal IMA0- 9,728- long- W.m -'m'F 8] 1x0 M73 MMuW-Ma 11.749 11,162 12337 2]] 0.32 40 LED 40PLBDowp l III 129W- Wage- W,OW. -21°F In 12D I.1R Moyula-1m. 1A652 K870 14436 R]] OA9 48 MD bdPLED°OMbal BE - 4z34- am- W.TO. AOF A 120 DAL 35p:M ],REP ],1W ],9W 277 0.20 48 IFD 48 P1ID°O midal 9,330- M61- 9.)9]- W.=. -P°F 79 12D O.W Motlule-525. IQIDs 10,1]0 I'm 270 pP 4a IED 4BP I1735- Miss- 12.,- a. -WF IM I2a naa MWuW-MM� lA lzPl K137 zn Me 4B LED .B '.0.1 143W- 1A542- 1],1]e- W... -ID°F IN 12D 1J9 MMuM -I�S . IT771 17.832 19,M 2]] DSB Am 80 IEO WPIHI°Oplkvl EQBL- 1Q2B9- 11.3fi5- WOOD. -Za°F 86 1P 0.I5 Modub-350mA 12A19 II.In 13,D5p RI] 0.33 80 LED B0 PuRS`0llaal 15.Y)- E0.808- law- .,=. -21°F ,ad 120 1.10 Moeule-SM. I)BW )am 1 4 A ]]8 277 am m Mp W PLED' 19767- 1&7P- 'A,)53- 60000, HM'F 174 1 W FbyW.]femA 22W0 RId16 23A14 R)) DACE DAS 80 IED WPIID'On11ml 26,255- 24,9U- 2],5W- go0i -21°F 2E] 120 2.22 Module-1O501M 30.12A 24610 91.63D 277 0.96 Ron(, 80 LED WNJp°CpXcm E0.9Ea- 10.4W- MASS WAD. -201 B) 1SO 0.]5 Matlae-3EdmI. 12566 11.am 13.19E 277 0.33 80 Up BOPLBD' al o5h E5.]95- IAWB- 14s22- a a -P1 EP 1P 1.10 IAayula-525MA Ie 054 17161 1896I 2I7 DAB BO IED WPIHI°Opikal 20.m4- 19,07I- zl,a]B- WIq -201 174 1P lA6 FADdae-]D3mA am 21.88E 2A184 D] D.W 80 Lou Ad L Oplcal 2],651- 24RW- P033- W.0. -MrF 2N 1R0 222 h .I.-IOWME 31,725 Win 93.31E 2]] DW U.S. Architectural LI9Ming ....Cox_ -Imo �: © =® submitted b Lighting MI inW-Csnbd Catalog Number: SNS-15A0-11-AB-D19 Type: OP. , Job Name: LIGHTING 109CommunilyWestSite p 15 S POLE Notes:we VIRGINIA .1"' LV-CENTRALR135393 �ITW/KB 7 SNS Li1e�� SQUARE NON -TAPERED STEEL Dta wz�m NAM: D29 ,T WOTE / mooch No: ;] ApMOVED BY: OAIE CLECT OOOWWW��� GAB SPECIFICATIONS no..... zWo x ALL. TALL ns..... 2eB-e x A.Oo- TALL PM E SHAFT: Me pot. ..It M fabe.crad vim oat rated .-Inomme guauly ase.n Coal at T30__. 3.50'0 v fi.m' TALL me pieces construction with a minimum Yield s ingth of 55.000 psi. T35_... 4o v EOTY TALL BASE PLATE' OT...... WEN l , Me hose plate is fabricated from o at...runs ...lily hot rolls, mNon steel TBP..... WEgAL SRE TENON plate that meets or exceeds WEN A-35 with a minimum Acid strength of 34pC0 Tell Me baRMote Welcome the pole short One Is clrcumMmnnol Added top and bottom BASE COVER: Me anomalies, standard Nil boas cover a fabricated from ABS plastic. Optional lwo-pid. steal be. corer oleo ..Noble. ANCHOR BOLTS: MUSH bolts cmlmm to ASTM F15A Grade 55 and are provided with two hex nub and flat Aoehss. Bolts have on 'L' bond ono antl and an galvanlzetl a minknam of 12' m Me dmMW end in accordancewithASTM A-153. i bANDSDIE A Wnfr had Too, hating a nominal opening of 2.5'x 5' or 3"x 5- w01 be Installed Is- oboes Me base plate. A hand hole cover with hordware oil be maueed Mang With .Coning pmWIwkVs. Each 1DE top plate any tenon or tap cap for a wnt Each pole wit be ping fart ale flu pain rmelHng drilling far ante mount flxWrea. X91E Ana- eaT PATrtMI n M. Standard color Rnismad Mml be mated with TGIC polWater powder or hot dip 4401> LT FACTIA11. To mislwI. galwnNz to ASTM A-123 epmlRcatime. ad As res as as assall ORDERING CWE CATALOG No. BASE ARTDARN nNISH R%NREB OUNT 55a0VER OPmTIO:r OPTIONS ,k, D19 71 PC Now C Uol -- H(a,. SNS-ISW-01 0. ma Rod, MANUFAC-RTOCIErIMW -12 -A-LarowAs. lone. de- WRllb•LONLRETEBASE BYOTHERSFO0. WERALLXEIGMOFfs' - III wasse pNXIEOTO MAKX LVXIMAIRE my wTA my u.vTV an., Aw UsEnr a.-uam.-- DEL nULLED FOR NNOLE LUMINMRE .wow- AMERICAN Lr1E POLE 2PM, S HULEN. SUM No - mm WCRf11. Tx 761M W6-47A-]2m wNHALPPoi Lon. Submitted L MI M i.W-calmer Catalog Number: RZR-WM2-PLED-IV-FT-40LED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 V IRGINIA Notes: LV CENMEA214093 BAZAR WALLMOUNT SERIES -LED • EMERGENCY OPTION PLED'MODULES /1�rEMkcnm BashimacasM P aw60LEDMotlule w '�I W QAe MEMMNCYOKIONMXDMEMEND32'BMNDME mI AL NOUSII.Wer somwillum EMrGmCY wMl..M.TgE)INCLVOINGMTTERIEa. RZR•WM3•LED E.P.A:.69 lein .,..SYntMPIwwEl,owlloALLUOSINMEM m1 xossalre IOLowle. LEAUT.IN. FORA Mod'. 60 LED Module e 60 LED MB.AOar xleuxormwxmn. We 40 LED Mod ale .4UA@AwMw wua-s.33sOMA wue=vxusOMA RZR-WM3•LED E.P.A.=.47 •MUMMME%MWEWMEwM..0 IT@ Mn ARI'mic 91n: 40LEDMENLI L©'IZ WALLMOUNTING xOIFDMotlule RZR•WM1-LED E.P.A. 33 Aceilablelin Mrscrew 20LFDModula MAX INPLIT WATTAGE "a'""°'w"6 @OF DRIVE CUMIENT �stx.w N 360m 525. ]31," 105aM 40 45w E. B]W I- leek W-WMx/MWV/401E67M0 A/CW/x]]/RALA019S/SF • B MODEL OPTICS LED MODE VOLTAGE FINISH CPIIIXJs MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS 9 DmRNUTNxtm ND.IEDF DMw WMKA CIXCR STANDARD UMP.CC7 1 REDFINM ❑ NmH UMMMG .1 IXIBMALCWRK%.. HMW ❑ IMFWMI ❑ reper fall ❑ WMD ❑ ,noon ❑ NW (4m]K)' ❑ IN ❑ BLACK RAL4M8r ❑ xo.M5CE5HEuxxG ...... ❑52AM snvwm ❑ MIT ... HBPUD ❑NF£IIPCM WX FIHIIHR..... go DCW(r ) ❑loath' Dp40 ❑wHllf RALNO3T DNp10CaL,V0.rAGE ❑ww(3W3q 0277 (EN :PCt211i. PC,v ❑P2R-VMx ❑1VF£11 ® nm.wmx ❑trLWM' Our ❑GREY ❑sasnis miss PLmII.......' ❑aau0 wRom°`nM`.. D W Ru9a06r UzwBz7M �.....a ❑twEUm UARK eLro ❑ UOUIUEw M®ILW .. 9M RAL80141 (2mV &2MV).... ... pF �� PLEII3E ❑EMERGENCY MCpF I. FMI ❑MEry ® ❑ Mp3XgR SPECIFY ❑GREEN ❑,NmMM PLE ...... ppBwya co6'vmlFe w40Mr ❑ enMGENCY SECKUPI ❑WIED Arl PCAEmsel (NWSING OTHER) MITI ❑ran Nor ® ❑BABG. ENCr'34CNG2 Ma MEDIViT.. ❑tl%EN41EY rM ❑anwGFNCYar &Met PLEASE ❑ sue wNml ..BCt wwaEwm- SPECIFY ❑ VaAaEWNIUl WE m. waaswaanx. ❑ s Ue MNM3,, C3 tuna, U.S. Architectural Lighting ====null © U.S.ARCHITECTURAL SUDMID$a On: Oct zT, zuzi = Inal ,D Ago JOD name: HZH-F'Lb: LIGHTING 109 Community West Site HS-PLED VXRGINIA Notes: SOLID STATE AREA LIGHTING mWEC-m" BAZAR SERIES -LED "Apes IYP6: �� S P E C I F I C A T I O N S OPRCALHOUSING Heavy cast low Copper aluminum A356 alloy; <0.2% copper) aemb with Small cooling fine. we O 'Col Poreel rtwunti ePti g surtace Is milled oat surtace wOonce <z .W2• ro rocllNale thermal transfer of heal to housingand ceding Am. Solid barter wall sego es optical and Electrical compadmenU.Me optical and electrical compartments are Integrated to creole one assembly. Minimum wall thickness ITT 88'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy cast law capper aluminum (ASS6 alloy: <0.2% copper) CAERmb with integral cooling ribs Bumouthirg Me ale .1 compar menf and a flat surface on the top of the arm to accommodate a photocell receptacle. Solid barrier well separates optical and electrical coma enh.The optical compadment and electrical oomponmeM wHM1 the Inhgmlth I'll arm combine to Create one assembly. Minimum v ll thickness Is .188". Cast and hinged driver assembly cover is IMeg d with wiring Compartment cover. PLWOPTICS Emitters (LED']) are arrayed on a metal core PCB Wwlwith each emitter local on a copper thermal imnder Pad and enclosed by an LED refmcfor. LED optics completely seal each Individual emitter to meet an IPM rating. 10 awmmWdo tlldtlbW OM, a (MODEM:RZRM,RZR,RZRGBRMMAF•) ri kroTefiector inside the ref rsctar redirects the house aide crooner output towards the Sheet aide and furlMlons as a house side ehleldingg element. ReiraCtore Ore Injection m01detl H12 acrylic E h LE O rehacto d ro Mre PCB 'Me tl 1 R4-HS MTENTPFNDING ac la sea a over an eml ran a rehaetors are retained by an aluminum hama.Arw one Ponet, or l groupoi Ponela lie luminalre. M1aUGANo omeopllcal. Mem.LED A re Won produce standretained by aluminum frame. ns. Porreh are field replaceable and field rotatable In W° Incmmenh. 1 UM DRIVER(S) Constant current electronic with a power Factor of >.90 and a RZR-G minimum operating tem laral of,10°F/-40°C. Drlver(s) Is/are UL and out Recognized and mounted directly against the Electrical c Housing to facilitate thermal transfer, held down by universal T � 9 clamps tofacllifafeeasy removal. IMlne terminal blocks facilitate 1 ring behveen the driver and optical arrays. Drivers accept an Input of 120-277V 50/6OHz or 347V-4BOM 50,60Hz T[ - Toy T SAM a p dimmabledriverlsstanalm supplied Melhas o min20KVs surge 3KVinlemal A surge protection.Luminalre supplletl with 20KV surge profectorfar - pzR, NRM LR All fieltl accessible installation.) .._,.-.,. UD EMITTERS 1 CI-�' HIggN ou of LED's are uililmd with drive OumB mngin from a _y 350mA o 1050mak. 70CRI Minimum. LED'] are availo to in dathata Neuhal White (4000 .or optional Cool Whtie (50ODK) or warm white (WOODS). Conaun rybrothN LED options. RZR 8( RZRM T � u AMBER LED's PCA (Phosphor Converted Amber LED's utilize oa hare to P Ph P creme color output similar to UPS lam and have a slight c ps qRZR-MAF• D m t I n Col ih. amber r t m r LED' opt T e blue apeMro ba ri d Rue be) a utilize material that emits light in o the amber speciml bathwitllh only w9houtthe use of phwphon. FINISH Eleo NtGI.1l a 11ed TGIC PoI eter Powde, COatoneubetmte yy KI e re antl with ZO P51 ower wash M 1fo°E Fours media dad P P P tap and Iron phosphate pretreatment for proroetlon and pain} atlhealon.400°F bake for matlmum hardness and dumbiliy. MASTARM FITTER/ELECTRICAL HOUSING Replaces stontlaid Elecfrlcal Housin . Ms starldata 2 3/8. O.D. FIXTURE A B O 0 RZR-B I.. M.6' a' ]' RZR RUTH. M.M• Town 'me Are. Now, 40' lam BFRM U.S. a.n- RZR-MAF In tz n1a 1ena PITwo,2),trope With hVO (23 bOeB BOCM1 erIC ECe •OEC PENDING AB OF T/19 the lower half To Me tenon. Upper hag OF the tenon reds an selfcemaging steps Thal poslflon In. angb of the luminalre a10°. +1.6°. +l.b ar+S° up from ile horizonbl.All hardware is dainleas _ steel. C©n 2020248 U.S. Architectural Lighting ^,.°,-,,,,n°'a,,w®r-DEnarm: © �® ,a••. LIGHTING VXRGINIA West Site SOLID STATE AREA LIGHTING PROJECT NAME: PIEWECTTRE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OMLHOUSING 9 1 Heavy cast low copperoluminum(A356olloy: CD.2%coppai �B� assembly with Integral cooling fins. The Optical Panel mauMing surface Is milled flat (Surface vadanco <t.0037 to facilitatennermm transfer of heal to housing and Cooling fins. ��^II T The Optical Housing bolts a the Electrical Housing formiW a V c unified assembly nne minimum wall Micknere Is.188'. 1 ELECTRICAL HOUSING P OPTICALMODULES T EmMers (LED are arroyatl on a meal core PCB panel with t each emitter IOOated on a copper thermal transfer pod ant enclosed b an LED refractor. The asymmetric distributions have a micro- Wor inside the refract. which redirects the house side emitter output towards the street side and fumpHons a$ a house side shielding element. Refractors am 1 Injection molded H12 acrylic. Each LED refractor Is sealed to the PCB Over an emitter and all refractor are retained by an aluminum frame. Any one Panel, or group of Pans in a - a~ luminalre. have the some optical pattern. LED retractors produce Type II, III, and Type IV Ine/are l dMMbuO as well T OF Other apeclalty arymmeMc di.MbuHons. Panels am ftW o replaceable and Told rotatable In W' IDommeM . 1 WM3 4"" RZR-W M 1 PATENTKMDING Co DRIVER(S) RZR-WM2 UM fR(S) elecronicwith a powerfactorol>.W ands minimum opemting temperature of ,30°C/-22°F DNVN(s) Is/are UL and CUL recognized and mounted to a driver PATENTnNDING assembly plate that has slotted holes to facilitate ease of assembly removal Far f lure installation. Quick dlsconrMchfor Incoming power and optical assembly power are provided. DrWm acceptan input of 120-277V,50/60Hz and u8f¢e DIOV dlmming.347V-48OV,60,60Hz also available on some models. T Surge pmt or supplied For field installation at the most con niaMlyserviceablelocation, LED EMITTERS High output LED's are utilized with drive Wfrenh ranging From 360mA to 1050mA. 70CRI Minimum. LEDs am available In standard Neutral White 4DOOK , or optional Cool White (6WOK)arwarm WhHe (30 K). oneuM PactoryfarMMr UD options. AMBER LED', z'IL_J 1 PCA (Phosphor Converted Amber) LED's utlllze phosphors to _ . _ - cr N color output similar to UPS lamp and trove a slight output In the blue spectral b nd 10h. TM(rme Amber) LED', T utilize material that emHe light in the amber spectral �r(/II a bandwidth only without the use of phosphors. �I 1 FINISH Electrostatically applied TGIC Polyester Powder Coat on RZR-WM3 substrate prepared with 20 PSI powerw sb at 140°EPour Step media blast and Iron phosphate prelre Mfor protection PATENT FENDING and paint atlM1eaion.4W°F bake for maximum hoWr sand durability. 4 O s �$ um 2018002 conews-EWU.S. Architectural Lighting ;-Ica?,,-!®n '^'^n"-°' © U.S.ARCNDECTURAL ® fIXNM A B MM wa.r° 1�im YP M1x.l MNa.EN ry�p Submitted L Ion MI inW-cenbel Catalog Number: RZR-WM2-PLED-IV-FT-40LED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 VIRGINIA Notes: TV CENMEAUl-Sa 83 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED muski INITIAL INITIAL INITIAL WMEW- LUMEN LUMENS- L]a GnfA SEEMS, S A COUNT TIRE MAURCE WEB` 3DDK TALK 1WN (NR}1MRI 1FMP AMPS 'dl Up WPLEO'opmal zin- Bs61- WMDO. -20'F 23 IN 0.P MNUW-aSanN AN z44z z88] AN P7 0.10 M LED WPLED'O911m1 3.623- A085- 3.608- NOOMA -20i As lW O.M Modub-EsLM 4930 .1 aozs 971 .Is 'AI Up WPLED'CPllml "II- am- 4517- 6DAW, -2EF M IN DART Module-MOnN 4,gW 0.8D9 6,039 P] DUN W LED 20PLEO'Ondml 5a97- 5.0]5- 5W]- W,OD. West Me lW ON Modu.-Ia 6.AN 5.66E 6,69z 2]] 0.30 60 MO Ad PLED Oplkal &0C2- 0.3]9- Win- W.aOM -201 a IN O.3B Module-36anA 5,679 0.MA G7I3 g] a.17 60 LED 40PLED-Opeoal 7,047- 4170- 7,216- W,OD. M-F 66 I 0.0 Moeule-52S 7,BW 488E 8.W9 277 0.M 60 Up MPUE Oprycal Man- 7.724- 9.OM- W.WO, -20•F e7 lW 0.73 M se-]aanA EVER 8,615 10.W] Bar 0.32 6e Up 40 PLE0'OpHml 11.5W- IO,IW- 11.872- W,OD. Sa°F 1M lW 1.12 MoELIED 5aM I ze33 n,322 1a2M x]] OA9 m Up MPLED°( l 7.m3- am- 260.E- 60.000E WISER M IN DARE Module-35anW &9M 7" "M 07 am 60 LED WPLED-0P l 10i 9.261- ,am- m0 OVER W lV 0.68 Module-928 IL]W ]DOUG 12m4 60 Up 60PLE0•Wliml IBM- 11.986- 18M2- 60.000E -20•F 131 IN on MOOule-I(NnN 16.7W izan 1&116 P7 DIM b0 LED Ad OPNmI U.391- E&226- 1],810- 60.OD, -RO•F 1W lV E.91 Mass Moyub-IOSaM 19.3W 16.Po3 19,W 2]] 0.6] J NDEM: 1..,;.. n ..N .NMry.aFcoH acfendwxcurrenx 2. aaavan9me.dWIdr4 N RE ewMm Lww6 new..In. wu®we.na m aw wr.wr.,l. A a wwlu,PUMb.uNMrlb,.e a lDawgarwde. 6 LWIN-TM2I bnbq LMc,-cnlo.4mm. xW om6I. -1CQ03]i1. WOAnla:.In.--.d 1.1.1n mAXhlxawlxaae NaM.afiwXca Ei .-...r -.1n.p lNw Monhw/.n 1.met.aa.napa.mMaamab-ama. 'Qan .n WIWNo]ezwryaavadEa WX.6WWk " n faw.m wdb Fdr.b X. ninon AM6 a4 a. carw}vb. n..wae Mawba.r .,ropraw.+mwrewnwawX. 5)L70(laj-IMZI mrubapgsd WOaJ-cokw,ed-2a4 oI .,a., met U.S. Architectural ugntingn-, © U.S.ARCHITECTURAL ---.�'�M..°wn'-le m® SUDMID$a On: Oct zT, zuzi did Inaex Submmedb u M v'r 'nia cemMl Catalog Number. RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,oA.. uGHTING 109 Community West Site HS-PLED R4-HS Notes: ypwRGINEA LV-CEMML2r1539] BAZAR SERIES -LED WALLMOUNT PLED' MODULES \- i M RZR-( E.P I.016 RZR E.PA.0,6I CAS] ALUMINUM ARM AND WALL AvaIIONEIn'. Avch.bMIn: BRAC fT ASSEMBLY PROVIDED WITH k N BUILTTUREIS SKETED WIREONNACCESSCONNECTION IMLEDILEM.Ma 00LEOM duW o Mm 80 LED Motlule fIANPF/SWPIY WIFE CONHFCTION. 120lFDMatlule WALL PLATE POLE DRILUNG TEMPLATE - T a ]0 -{jam n I q� T Yp JA aq aaN wluwxv o qua RZMA FP.A=eA6 1 xm, Avadaffi bk in: abl®MadaleMm 40 LFDModule ar Au. �L�� Ir. Nl Mlea let -MA emit nl gas SFaa!Lrd„r •.e., RDyPIIWV/BDUD7DO MCW/2)T/RALE019S B • • MWR opt IEO SCALE VOLTAGE HMSH OP oY MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS .0. ME ..EcI COLOR .'A. Bait lip-� EE%1LRa.1. ❑ .a ❑ m5. PLEGII ® ❑ IPLED ❑ 360mA ❑ NW (�WTR)' ❑ 1P ❑ NACK ❑ IKiNLgV OIMMSG NHA st. ❑ RW mLL y NUgwIdOeMOlY. OR FLNNOGA,IIEOMONCX ❑MET II.WImw ❑ BOIFC ❑ 620 ❑Cw (s0odq ❑MERE 396W. MAE MEMdaI ❑INMRSAIESNIBD PtID(HR.. ❑ ]ODM' ❑ Y/W 402Y. l ) ❑ z'ro AAL4laN ❑mite ME0:M IHI4441ArW .f�OML ❑IOSOnA' DR]] ❑GRV NSFlID ❑mJro CPI. va1AGE ❑NN RP wmaaom ❑44] RAL]m4-E ❑ RmMu' ❑ wub ❑ AW ax m Pc`.'0SG PGv pMK SIA ❑T .W. PLEDIIFM ® ❑aOIFD RALet ❑1WpTlLCK ❑ GREEN pEQFAGE ONLY IM O meMm NEDIIFW AMBNY PLEASE RAL+AOHT ❑]4N1W6fLOCl( ❑pggl.3a SPECIFY NCEPrKTF FAY m1r ❑R]PM ❑,,INV.. ® nes,❑RERIA .1 POEVEMM y„ ❑W6 m 4BLW NOR S IDSM 27N.34N. . ❑ m+ry PIFD(Vir MIEO ❑IRJEOMBm' cumnc,I ❑ DneuF B TM (3BV. kWJBOv) OF ❑Tr1E.Na,aw I otical PLEPVSOM.. (w.imewelhe ❑ uRFCW E1pROH EMEECR (EkL kF.mwiHM) O The vKEn ® ro R.L . Mitsui PLE0.ViaM ...Ioollon .Cow A..-. tin[ ❑pBpIEMOIgN Yd6af ❑Mf vvnm - �.' CaiW'WAIm _....__. Kft10 PLL0.YdGW.. U.S. ArchBecmrol Lighting �mN� 4,«n» © U.S.ARCHITECTURAL SubmMed b L mi M inW-Csnbd Catalog Number: RZR-WM2-PLED-III-W-40LED- Type: -,a•w, Job Name: LIGHTING 109 Community West Site 700MA-NW-XX-XX WM3 V IRGINIA y Notes: LV-CEMNUUH35393 BAZAR WALLMOUNT SERIES -LED EMERG�ENC-YID/OPTION PLED®MODULES c o, oe FEARS °°60lFDMotluls ° W THE EMEMNCYOK*N MR Has EX1fNOS 2' BEYCHDME sUNp RD xOUSINGANDCONMINSME EMENMCY mMPoxfxn(Ec)Mcwplx9umm1F6' RZR•WM3•LED F.P.A: .W Available in. M EMm IDBMMRMALLUDSIXMfANAv (ZD.W.CI.I..E..E1mLOWINGUGMIA'E..A NUMMmlule MINIMUM-wMIxuTEB� ,*��] 40LEDICII uxGa MA WM2=3a13.)SOMA Cow=2.a.SCCM> RZR•WM3•LED E.P.A.=.47 s%ABMEmMEwMMH. rIT.55WA Avaiab sin: 40LEDMENLI p©'Ppp WALL MOUNTING wWma w.Rst xOlm Motlule RZR•WM1•LED E.P.A.-33 Availablelin I ��rs-,a 20LEDModule MAX NPUT WATTAGE wrauewL IF OF n WIABIr �Q.A.Mw EGA 2rgmA r MOMA lOgOnW I EdN. 49N aW BM' ISM' whe wass RLIWMx/PLEDVV/4a 7Mm M/2]]/PAL IM/rF MCO6 CPIICJ LED MOLE VOLTAGE FINISH CPIIIXS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLID•gRiIRKMm W.UM Davis WRREM CXUOR U..D UMP.CCr I RMMNMI ❑ HIGH{Ow DIMMINGFCR -wxl EXTERAICANRmng NIBW ❑r mi ❑r11Ell ❑WIED ❑ZSLYnA ❑NW(40D3K)' ❑lW ❑BVLK MNI.... ® 'xw•® RAL9al6r ❑HOUSE WgskIgNG HCALL ❑ szsmA ❑ ea ................. xs9a0 ❑TYIELhCXIRCITT ❑CW (SgCR) ❑2I0 ❑MHRF ❑morocEu.varAGi Mk m..... ❑;met_ ❑ v (w io ❑ 277 RALNO3T (FNPMEF:PC1xWj...PGV ❑ IaRvnnx ❑NF£11 ® m wW ❑ t6mnrA' ❑N7 ❑ ❑ sINGUFIM nfDVll....... 4a1E0 mearMnm wRoriMlm �® RAL RA7aD6r 2P/&Z7 ...,..a ( M ❑ a60 NE ❑ DW IlW ❑TPEBMllE IIIrNE.... wMNro muse P 9r (2oevex4m').... ...OF PLEASE ❑EMERGENCY BMpRl. H.11 ❑�N, PLrD ...__. ® ❑GNEN RAL T ❑Mmea ❑ours PmxW COMERM SPECIFY ❑EMERGENCY8 l (HOUSING MY)..... MI ❑11TE M4r ® ❑WIED PCA& haver- HIM ❑EMU.GEEILY3CK Z2 m� .. ❑TRJEAMFR' whocer rpA ❑ EMa QM,,MLMPA MM PLEASE ❑ WWA WNWI1... am la'la1Een""" SPECIFY ❑ waACF Wrv0.R2.. W2 - m. ❑ sIIMACF WNgMJ.. fCi �- U.S. Architectural Lighting k�-C"===. e"l © U.S. ARCHITECTURAL m® Li 0 (n Z 0 (n > W OI= C O I') N M N U ¢ Z O H Z O - U N O U_ b O ¢ z o rE) IY Z O O Z N p OO Z U) I O } 7 DO J O N =ct� W Y W O 3 - J Z � d � 1 ¢ J EN 0 %le o O - V O N w0 MIN (n � ¢ DD Q m II) d� 0 O m Q hillI`7 w W = a- 1 0 ¢ N 3 ¢ w ( O O () J W 0 Z_ r= V J (n a W z L� \� / 11-- 0w Uj W� a- Rej LL O LL '^r' li Owe Does _ 2 ^0- NL Q( Uj U - N ssF� z 0 0 R< 2 W Jy Q < W W M Z Q SHEET NUMBER C L-501 FIXTURE A B Omum 0 RZR-B IP 1. RZR Al memr. M.M' ... IM' Lial A.E. 0.r lam BFRM Ir.e- U.S. s.N' RZR-MAF 0 0 a a 0 C `o x T W E Y 0 0 I 6 I S411-17'30"W r c / o / o / T / E � / I o / W a / � o / —SS f----�SS — o / 0 / -- --- ---I o— — — — — — — S,— W " / I ° / I J � 1 °_ / I 5 1 3 / -----/ I J � I I � 5 � L c i o NEW MARKET-HOLLYME D, LLC D.B. 5125 PG. 20 n PARCEL ID: 03200-00-C�@-04300 c 0 0 0 1 E I Q � J c 0 O _ o ° E n w Q � I n Om n L � 3 � Y o '- N L E s - 3 O _ `o 771 III" 104.43' z a 00 IN 7 o W la 1T� EXISTING IIIEE TO R MAIN, TYP. 10) IiD \ S41`17'30"W _ 53.41' ,,yy� \ & \\\ M1013 \\ \ \\\ MULCH ENTIRE BED, TYP. PA 10 \\\ \ 58 10 Z \ \ I00 \ 4 \ \ N PLANT BED EDGE, TYP.w- 0 RIVER BM #2 REFER TO DETAIL 2 ON CP-$01 ° NE CORNER D.I.OF OF I } �� II ELE.I.74 I I TARGET CORPORATION D.B. 2896 PG. 171 EXISTING/rREE o, w PARCEL ID: 03200-00-00-043B0 IN - d TO REWIN II rn II TP ,ram ,ram w .L FRONTAGE LANDSCAPING WITH J /IOUSLY APPROVED SDP2003-00081 IS TO REMAIN SEMINOLE TRAIL SWB BCORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 TP / II / SS' / / \ p / / I SHADE INDICATES LOCATION OF "STEETISLOPES-MANAGED" AS IDENTIFIED ON ALBEM LE COUNTY GIS (TYP.) 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 BOTANICAL NAME COMMON NAME CONT I SPACING REMARKS PA 158 1 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 (1,307SF) (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 1 10% 1,307 SF Tree Canopy Existing to Remain (Refer to Tree CanopyBreakdom) 4,338 SF Tree Canopy Provided (Total) 1 4,338 SF TREE CALCULATION BREAKDOWN City. Q Type Size 10 Yr. Canopy Coverage Provided 9 lExisting To Remain 482 SF 4,338 SF Total: 4.338 SF CHIPOTLE PARKING LOT LANDSCAPE REQUIREMENT- ENTRANCE CORRIDOR OVERLAY ANDSEC. 32.7.9.6 Required SF Required Trees I Calculation Provided 5%of parking paved area. 1 Tree for every 10 parking spaces 21 Spaces/10= 2.1 = 2 Trees 4 ExistingTrees to Remain provided CHIPOTLE ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICTAND SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required West Property Line (Same Parcel) Interior- No Setback Required N/A N/A N/A N/A South Property Lines (Route 29 - Seminole Trail) 2.3 Large Deciduous Tree (1 per 35 LF) 10' Landscape setback along road. Large shade street tree (3.5" 10 114 Requirement met by existing vegetation 22.8 Shrubs (1 per 5 LF) Cal.) @ 35' OC w/ interspersed ornamentals (8' Ht.) & Shrubs @ 5' East Property Lines (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required CHIPOTLE ALBEMARLE COUNTY - MAX. PAVED AREAS TOTAL LOD (AC. ) I TOTAL PAVED AREAS (ACT1,96 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 z O ro N M N U Q Z> O (n Q z Q O O U Ib O N � U a Iz o oO 0 Z N co = Q Z U) O } 0 7 co O Ncl� � = W Y W O 3 J Z �� d � Y Q J N 0 O 0 E IZA GRACE MACHEK LIC. No. 001682 07/18/2022 z cn v :E C U O N O w w00 w� Cn N F-- \ 00 In Q > ° > m w� 0 o m o r7 w w _ 1 \ O a CD v 3 a U w (Un O O U Z J 0- 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE I 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. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE Q — 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 Q J U)a W z� 1� W GRAPHIC SCALE IN FEET J O O 0 10 20 40 N LL 10L I..L O N� 0- < _ D_ W = IY U LL 0 U Q U W Q \J\ J W W m Z Q SHEET NUMBER CP-101 U C N N O 0 N a a 0 o` T E Y O 0 s 3 N 0 0 N a a 0 0 S T m Y 3 >. v � n _J O Q 0 0 Z o Q n 0 � o Z � 0 � r Y , Jo n C Z Q 3 J 'o n L I 3 Y � 3 �o na C N o s 0 � o �! U C m o _ o E a n o Q a I 0 o o « 0 J N 3 D � o � m E � 0 o a = t I N � 3 N « N L � U � L 3 0 J « I � J U Y � Y O N 0 E o � a n � n p N N N 0 N E T o D _ o J . a � U m .J N Z o n � 'J 3 Z vi i a o n o z Q J � L n n I Y � J N 5 a o N o � J N o� L a Y � 0 n a � o L U L C « L .3 n " 0 0 i « U « E n = U D O � D «N O L l ~ 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 and 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 I 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 % inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty 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. SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SHRUB PLANTING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES T MAX. ANY DIMENSION CURB AND GUTTER ■ NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE Z ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25% OF THE STONES RIVER STONE 1 "=1'-0" EDGING TER FABRIC MPACTED SUBGRADE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING ROW D' 'A' D > 8„ O.C. 6.93" O.C. / 1 loll O.C. 8.66" O.C. 12" O.C. 10.4" O.C. 18" O.C. 15.6" O.C. 24" O.C. 20.8" O.C. r r 36" O.C. 30.0" O.C. 48" O.C. 31.5" O.C. GROUNDCOVER SPACING NOT TO SCALE 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 11 eppolofIbemarle Conservation Plan C�-'1Fo be placed on Landscape Plans (Handbook, pp III 2811[1111-297 for complete specifications) I. The followine items shall be shown on the plan: ❑ Trees to be saved; r1111� ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; 1 1 1 III r 11 ❑ Proposed trenching or tunneling be limits of cleal i 1 u 1 1 I 1 1 I' III III IIII u 1 it (IIII u1 1 2. Markings• ❑ All trees to be saved shall be. I I nth pri at 1 � ribbon at a Wei�B;h1 rlen�lpl v��b c to equipment operators. ❑ No grading shall begin until d I 1 )>�b7 inspected l'Wndl�rm4� byl*ICounty Inspector. 111 113. Pre -Construction Conference: III IIIII I I I II I I ❑ Tree preservation and protection measureki$tl,bbli1 °d 1 1 1 4. Eauipment Operation and Storage: 1 11 i ,III III 1 1 IIII ❑ Heavy equipment, vehicular traffic and swraI pccmstruction materials including soil shall not be permitted within the driplines of trees to be saved. 'III 5. Soil Erosion and Stormwater Detention Devices: IIII ❑ Such devices shall not adversely aff�ct pets � be1 Isar � 6. Fires: I��II ❑ Fires are not permitted withlnioblfWlvftii6 1t0111i10 t 11 1 11 11'1111 1 7. Toxic Materials: III ❑ Toxic materials shall not, tips n�:�1lfiijt�lD�fee�{4£t�tq plu bf'trall TF-_to Ved S. Protective Fencine: I I I _ I 11 n r In I I I I I r 1 ❑ Trees to be retained within 40 feet of apropos b ill dion or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and 'moved by aCountyl Inspector prior to grading or construction. 9. Tree Wells: .,IIII I 11 11 IIII IIII III II I'I 1 �i1 ❑ When the ground level must be raised �w!tltrn #lIc b inc1of nift O*l atroellll'dmll be provided and a construction detail submitted for approval. l 1 1 l 1 1 1 IIII IIIII 1 10. Tree Walls: 1 1 1 IIII 1 11 1 l 1 1 1 ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: II I I ��1111111 �I �1 IIII ❑ Protective fencing shall be the lastl i II' �aI Ivedl' 1 1 Ititbl fJvnfll d p1 1 1 IIIII IIII 1 1 1 II 111 1 I111 IIII 1 LI 13. Damaged Trees: 1 1 ❑ Damaged trees shall be treated imrgmi� by pruni Ing,�idilizaticm or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBHdTY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQU "I1 Hill Ill n11 11 1 1 11�11 11 �i1 11 1 11 1I 1 1 11 - IGNATURE I II II II 11 1 CONTRACT PURCHASER SIGNATURE (DATE) 1 1 5/1/06 Page 1 of 1 w a z 0 w O I') N LN U Q z> O vi o F z a o O U 00 O N r I U Q O M W 0 O r` O N o = Q LLI Z ~ O W of J O n w Y w O O Y Q J OO N J O � O 0 r, ELIZA GRACE MACHEK LiC. No. 001682 O7/18/2022 O N z 0'0 � w w O O = O N w N H\ In to > > 0_ d Q 00 Q m m m 0 0 w ] w 1' O ¢ U to W a of w S V) O O U W OJ Z < a_ W 0 �0 C) �/ J Z Q Z Q W Q (� _W > N� W J If0 O ILL 0LU pa- Q D_ LIJ W O Q CJ w J Q W w IM Z Q SHEET NUMBER CP-501