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Home My WebLink AboutSDP202200020 Plan - Approved Final Site Plan and Comps. 2023-03-14V t Uj ,y _: , n U rn in Q r, r V T , �n J r c) d r- r,� tJ U; r_ V r T t, 0, 1- W W F (n � ry o W > O r' U o �� PROJECT CONTACT LIST s APPLICANT/DEVELOPER Q SHOPCORE PROPERTIES 0 s 3284 NORTHSIDE PARKWAY, SUITE 515 0 r ' ATLAN TA, GA 30327 CONTACT: JASON HORN E EMAIL: JHORNE@SHOPCORE.COM TEL: (404) 780-0768 a o OWNER I ___1 v NEW MARKET — HOLLYMEAD LLC � - 3284 NORTHSIDE PARKWAY STE 515 ATLAN TA GA, 30327 U PARCEL DEED BOOK PAGE NUMBER E E' — 5125/209 Q n CIVIL ENGINEER O 0c\j 'i K'12 m I e y )WHO'm o r n n KIMLEY—HORN AND ASSOCIATES, INC. > 1700 WILLOW LAWN DRIVE, SUITE 200 "I R I CH M ON D, VA 23230 U u r TEL: (804) 673-3882 CONTACT- RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT 0 p 0 IONIC DEZIGN STUDIOS 3307 CHURCH ROAD, SUITE 200 � n RICHMOND, VA 23233 E := U TEL: (804) 780-0070 CONTACT: EUGENE THOMPSON EMAIL: ET@IONICDEZIGNS.COM E -~ Q 0 >1 SURVEYOR L0 N� ENNING r S TEPH EN SON P.C. cV - N LAND SURVEYORS w E & PLANNERS s o -t JENNING STEPHENSON, P.C. 10.160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 A 5 CONTACT: KENNETH R. BLAYLOCK JR. � to v � r � J 2 J 'l tJ -0 0 n n� MISS UTILITY OF VIRGINIA :. t 0 0. J CALL BEFORE YOU DIG FINAL SITE PLAN FOR __-_— �- !.. ,%, '�\.. I :' •, � � I ly' \ �� :,. �, .. :.: ! � � 'II':I . \`.. %;' ICI � 1 I �. :.,� III; � 'I , `\�, I.. �:�;:: � �� I� � ;•:, ..., .\ .,,:! I.. I .I ;:� ��'�; : Ili I Inl :/i%" � I I � •I I I I. r I n I I' I ar ,.r I, I II ;I i 1 I hl� I l I �I 4 � Ni,: r F;, I I /'/ l,� I � ei ;L; I• I L, �- 1; :II' !: I /" it II , I ,.I .I /, :'.•II I,., ,, , I .. ;I.,.. I �: I ,11 \:. /,. I.) I:, _- I ------ L- COMMUNITY DEVELOPMENT DEPARTMENT 401 MCINTIRE ROAD NORTH WING CHARLOTTESVILLE, VA 22902 TEL: (4,34) 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. A MA E, VIRGINIA RIO MAGISTERIAL DISTRICT SDP2022-00020 VICINITY MAP SHEET INDEX PIR- 0 PROJECT LOCATION v VICINITY MAP SCALE: 1'= 500' NORTH IC FINAL SITE PLAN SHEET NUMBER SHEET TITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CV-101 EXISTING CONDITIONS CV-102 DEMOLITION PLAN CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN AND EROSION &SEDIMENT CONTROL PLAN CU-101 UTILITY PLAN CU-501 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 LANDSCAPE PLAN CP-501 LANDSCAPE NOTES AND DETAILS QA is��ype pt°red e aim �pMer�,D 6� ✓ � �. TOTAL NUMBER OF SHEETS: 14 PROJECT DATA SITE STATISTICS PARCEL I D: 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: 201811 TOTAL SITE AREA: 12.93 AC. TOTAL DISTURBED AREA: 0.30 AC, TOTAL IMPERVIOUS COVER: 0.24AC. (83%) OPEN SPACE: 0.05 AC. (17%) STEEP SLOPES: STEEP SLOPES - MANAGED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO140D EFFECTIVE DATE: 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 VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°07'3911N LONGITUDE: 78°26130" W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAH U6 CODE: J R08 BUILDING SETBACKS FRONT MINIMUM: 10' (SEMINOLE TRAIL) FRONT MAXIMUM: NONE SIDE: SEPARATION IN ACCORDANCE WITH THE BUILDING CODE REAR: SEPARATION IN ACCORDANCE WITH THE BUILDING CODE PARKING SCHEDULE PARKING REQUIRED (13/1000 BUILDING SF) 30 SPACES PARKING PROVIDED: 21 SPACES* HANDICAP SPACES PROVIDED: 2 SPACES * SHARED PARKING AGREEMENT IN PLACE WITH TARGET -r-ri n r r 1 . r� n -r n AM PEAK HOUR TRIP (ENTER/EXIT) 3/2 PM PEAK HOUR TRIP (ENTER/EXIT) 18/15 VEHICLE TRIPS PER WEEKDAY 734 APPROVALS SATE DEPARTMENT OF COIVIMUNITY DEVELOPMENT 7r�' PLANNER/ZONING T ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTFIORITY VIRGINIA DEPARTMENT OF TRANSPORTATION / HEALTH DEPARTMENT ►1 L W Q 0 O N LIM N U Q z � V) c w Qo 0 U 00 O U corq ( 1 (_ O Q N N = (_Li z(=0 CE D 00 -1 O V) Lij 0 � � W N � o � N Q @� ..,.,.. LO n O N 0� o� rA00 x U RYA .PERKINS LIC. No. 046565 `SIGNAL cn rr wO o o �0 N WN cn m �~�� a 0 Q m o 0 m 0 LLJ _ N Lij W U (n 0 fl� 0 _ U w O U vJ < w 0 I— > W W o- � o 0 .0 CL a W U d ry Q z 0 � w J Q W LLJ z Q SHEET NUMBER. CA-1 00 'J �U U) r O T r _r J '.J Ui U 0 V) V) T �L r S � -U .O vi w 0 -D _j Q r w 0 ` 0 I J < CL 0 r Q T U / J 0 ET, r Q C Q V L o - Q _c �J U ' a W = E T 0 �ll 0 0 IY 0 N D > ,» r UI s �I o Q i E 0 u U 7D L U T J En � V �n EL n N c N Tj CJ N 0 r N ;n o Q O 7 r _D r z - r .J r, U) J 0 z .DJ, (b 7-7 � v � r 0 d � n � r U r c Q N n :J Q 0 i CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF .CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA © 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC.. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER, 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOU T 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 Q 0 0 N N U Q z � v� o w z `- Q o 1�i 00 O � U V)U i z C)� o z N cD _ w d j- � D 00 -1 O V) _ w w � N S 0 N Q O:�i 0 N TH 0�► O � V RYA . PERKINS y. LIC. No. 046565 O ��S Csti �nNAL U O O N O F- cr� w D 0 O w �� = cn O N ry m 0 0 0 m o _ N O _j v 0 w < U _ cn 0 o U cn wcj� - E_ w W o- J o0 LL O � W CL a a w _ �0 Y U a � Q< Ld w Ld z SHEET NUMBER CA-1 01 TARGET CORPORATION D.B. 2896 PG. 171 PARCEL ID: 03200-00-00- ni A na A n)-7/-\1)\A/ f--\ -7 n r-\ Px � EXISTING CV-101 CONDITIONS SHADE INDICATES LOCATION OF "STEEP SLOPES —MANAGED AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP-) 24"RCP OHE LEGEND BENCHMARK HANDICAP PARKING • BOLLARD SHRUB Q' TREE TR 0 "o mm 0 [E-1 0 0 WV SIGN DRAINAGE DRAINAGE CLEANOUT INLET MANHOLE UNKNOWN VAULT SANITARY SEWER UNKNOWN MANHOLE TELEPHONE PEDESTAL LIGHT POLE UTILITY POLE ELECTRIC METER ELECTRIC BOX GAS METER UNKNOWN MANHOLE SIAMESE HYDRANT WATER VALVE OVERHEAD ELECTRIC WOODS LINE GRAPHIC SCALE IN FEET 0 5 10 206mml!!% 1 3 i/ �/I/b op PLAT SIIOXI1VC A PARTIAL TOPOCRAPH C SURVEY OF PROPWRTY LOCATED ON THE o TyEST ,S'II�E OF SEffljVOLE TRAIL � KENNETH R. BLAYLOCK, dR.Z o Lic. NO. 2833 RIVANNA DISTRICT ALBEMARLE COUNTY VIRGINIA DATE: SEPTEMBER 10, 2021 10160 STAPLES MILL ROAD JENNINGSTEPHENSON P.C. SUITE 103 GLEN ALLEN, VA 23060 LAND SURVEYORS N PHONE - 804-545-6235 w E FAX - 804-545-6259 .& PLANNERS s J. N. 2 1 - 686 Ni n TP_ 1:� - m c; .7 .0 < 011 _0 4 C-1 < _j 0 A 0- S4 0' 1 _7',3 11w 1.43 z 0 EX. CURB TO REMAIN (TYP.) 0 00 w EX. 4" WATERLINE 0 _;A t-A TO BE REMOVED ..... . ... . ............. .......... I > ..... ............... .. SAWCUT LIMITS FOR UTILITY CONNECTION V) w Cr) CONTRACTORTC D OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE EX. 1 WATER LATERAL TO B E EA. LA I ERAL, TEE, PLUG AND, n ADA COMPLIANCE (SEE SHEET CS-101) REMOVED UP TO BUILDING GATE VALVE TO BE REMOVED . . . ........... S S . . ....... -SAWCUT LIMITS (TYP.) EX. 1" WATER METER % TO BE REMOVED _c 0 EX SIDEWALK TO 17'30"W 4— BE' REMOVED --f S41'/ 53.41 VI /I 0 < EX. 4" WATERLINE EX. CONCRETE WHEELSTOPS. TO REMAIN, TO BE REMOVED 01 q) EX. CURB TO 7D BE REMOVED EX. SHRUBS 1'0 EX. CURB TO 0 = F .0- "l) I i BE REMOVED BE REMOVED EX. TREE TO (D . . ........... ........... . . ....... t lilx BE REMOVED ... . .. . . .... ...... .......... . .......... EX. SIGN TO EX. TREE TO BE REMOVED' __,� . . . ...... . . . ......... lw EX. VAULT TO L BE REMOVED P.- j�' .5111. "S d REMAIN 0 7EX. SHRUBS TO BE REMOVED EX. GATE VALVE AND' WATER LATERAL . . ............. 0 TO BE REMOVED UP TO BUILDING T A 0 Q) LIMITS OF DISTURBANCE: j 0 rz cl\l 0.30 AC. X N,'-..'W MARKr_ i H0l_l__YMEtjD, LLC z EX. 6" SANITARY D,f`3. 5125 EX. TRANSFORMER . . . . ...... LATERAL TO REMAIN > PARCEL ID: O.'".52or TO REMAIN IS) A cr_l EX. ROW OF SHRUBS CO u EX. TELEPHONE PEDESTAL a - TO BE REMOVED TO BE RELOCATED 0 < EX. CONCRETE STEPS AND 14. EX. SIDEWALK TO . ........ RAMPS TO BE REMOVED (D BE DEMOLISHED EX. SIDEWALK TO 0 T-) BE REMOVED EX. MANHOLES AND CLEANOUTS BM #2 TO BE REMOVED NE CORNER EX. GAS METER TO BE REMOVED AND EX. INLET TO BE REMOVED AND 61 0 F5 OF D.i. 7 kj� . ........ . . . .. .......... 412�7.411 COORDINATED WITH UTILITY COMPANY REPLACED WITH NYLOPLAST.INLET AT ELFV' SA TARGET CORPORATION PROPOSED GRADE. EX. STORM PIPE EX. WALL TO D.B� 2896 PC. 171 TO REMAIN (SEE SHEET CG-101) IL 0) 1'�, 0 P 51t 2.5 5 EX. FDC TO �—BE REMOVED (A F-1ARCEl.- 11D, C03200--00--00043BO r IN V= 2 3 6.7 5 EX TREE TO BE REMOVED - - — -- - --- REMAIN .... ....... ...... ........ ... ............. EX. CLEANOUT < 1p . ... . TO BE REMOVED . .... ..... 0 N!ll Z E X. 6 SANITARY 0 EX. CLE LATERAL TO REMAIN 6� EX. WALL TO BE REMOVED OU T TO BE REMOVED ol (SEE SHEET CS-101) EX. BOLLARDS T6' BE ........... cl\) . .......... .. ........ —REMOVED (TYP. OF 2) 7D 777 (D fc, do EX. ELECTRICAL METERS c\l EX. 6" SANITARY LATERAL TO BE REMOVED . . ..... AND BOXES TO BE REMOVED,_......". 0 FROM THIS POINT UP TO BUILDING C\j RIP -RAP EX. SCREEN WALL TO REMAIN c� v) 2 (SEE SHEET CS-101) A . , ll0P=-5-V,-6 EX. TREES T .-TRW -`5k, 0 0 '" I it"ll a'3'5. v = l..' , . I REMAIN (TYP.) EX. BOLLARDS TO BE Q C) WX� REMOVED (TYP. OF 5) 101, . . . ....... 7: X� . . . . ...... A g- -f kv 7.5 R%":�%� \x i',*.'� .1*,� 2 "Bill".0 __j g I ......... I IN ll 0 ........ . .... 0 _ .. . . . ...... . ..... ..... . . ..... . ............. ........ . ........ ... . .............. ...... .......... ................... .................... ............ . 7� . . ........ . . ..... . .. . ....... . . ......... . . .... ........... LLJ J� SEMINOLE TRA IL CIA W 10_.�ORNER TOP--=526.1 8 0 U. S. ROUTE 29 0� llid. TOP=526.42 INV IN=l'521.45 i CLEV 1,5_96�44 INV OU'r=521.30 F=522,30 SHADE INDICATES LOCATION OF "STEEP SLOPES- MANAGED" > (VARIABLE WIDTH R/W) AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 4� 0 X 7-) U V) (1) o TOP=526.26 V) (D 4� U) GRAPHIC SCALE IN FEET C) 0 0 10 20 40 0 P, M 0 no 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 DEMOLITI ON, 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) UTILITIES TO BE REMOVED OR ABANDONED \NOR .1511 � )2,)5 0 Lij cl� 0 z 0 U < V) Ld < 0 0 00 0 CE < ^ah 0 o N) r- 0 t Z " < (-D :E LLJ 0 Ld D 0 V) 00 _j F I Li z > - 0 Li _j �E 3i 0- U) 0 @< 0 TH 0 RlY PERKINS LiC. No. 046565 0 L AL v) u 0 o u5 n- LLJ 0 0 o LLJ N 0 < 0-) u� < m m Q 0 Q m Cl < Ld Ld Ld �E N 0 _1 < < w U U) Ld r-) 0:� r-) iE C) 0 1�m 0 U) LLj LLI CL 0 0 U- 0 0 LLJ CL cj� LLJ Ld C) ry 0 u _j w LLJ m z SHEET NUMBER CV- 102 c _c U Q LL c Lz E- U c U c: U Q a S v c c n c Q i Q L c c a _c Q I a 4-- c c s z c a T I c c c ^ \ ` 1t i LL CE i— Q C L C T i A Q rr) Lo N 0 N 0 L U L a� Q w 0 LiJ mo I_ ^ V 0 u / O a J a 4{ a� J \— 2' W l; n w r, Q n Q n _T r S CENTERLINE OF DRIVEWAY 5' �qN5' ri 30» 7 3/8" WIDE x 1 " DEEP 4" CONCRETE, MIN. 3000 PSI STRENGTH SAWCUT CONTROL JOINT GOB j Lij �«'< r 4/l COMPACTED VDOT TYPE .♦ rgg SEE CONCRETE #21 A STONE BASE �\F}f. �T vlm �:\ \,,. SIDEWALK SECTION BROOM FINISH _L �/� MR t��- 4 CJFFIT x< ,.. <- 'T 011 —� I I—III—III—� �—III—III—III—I I— —III—III—i I I —I N 4 ..� (WHITE LEGEND, RED BACKGROUND) d a COMPACTED SUBGRADE NOTE: REFER TO c z Q 7. GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS0TWO > COATS WHITE APPLY 1/2" THICK PRE -FORMED PLAN SECTION w z REFLECTIVE TRAFFIC PAINT EXPANSION JOINT FILTER Q o u = N O00 U O DIRECTIONAL ARROW DO NOT ENTER SIGN (R5=1) CONCRETE SIDEWALK 0 < ►' z oor- z N cD o = SURFACE MOUNTED STANDARD GUARD 121� RAIL, SEE SHEET CS-502 FOR DETAILS 18%12" R7-8 SIGN Q LLJ z �= o D °O O cry w -' £ TYPICAL AT ALL z c, - C.I.P. CONCRETE CHEEK WALL, RUBBED FINISH, 1 CHAMFER GREEN LEGEND ON WHITE ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL ON BLUE ON WHITE _ Lv w z a) F- Li w z _ = EXPANSION JOINT, TYP. ON CORNERS BACKGROUND PARKING o a _- cL CONCRETE PAVEMEN SEE THIS SHEET FOR DETAILS _ f A SIGN POST 4 Of ') 1.52.0' U-) __j � J : 3 ui N Q w a. (PER DETAIL) Q .--+ Q z S f } �' " f! f 7} / �•^^�' / j'L '^N i /',',"' Y/ Y w ^^ Y •.N' L 12"x6" R7-8P SIGN TYPICAL AT ALL VAN GREEN LEGEND ON F— w J a ■ Lo r� o .� ;w � I ; ; 3 s> c� N : :..............: I...............: _ ............... ...............£ !; _ ACCESSIBLE SPACES WHITE BACKGROUND BACK OF CURB Q B Of c'\1 " E =VAN s ............. % E............. I ............ ? C ..w.......,. s v EXPANSION JOIN P ACCMBLE U? � 0- CONCRETE PAVEMENT, SEE THIS - £ I """_ - SH EET FOR DETAILS `.a - ' f I s.........E s ...........:.. E ............... i I 12"x9" PENALTY SIGN A REQUIRED BY STATE OR LOCAL CODE) o 3 �,ALTH o� _ I.. STRIPE PE WITH 2 COATS OF WHITE YA PER `4 RPERKINS- ".......��"I ' REFLECTIVE TRAFFIC PAINT STRIPE CROSSWALK WITH 2 COATS U LIC. No. 046565 WHITE REFLECTIVE TRAFFIC PAIN r NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. sl�NAL � CONCRETE RAMP z ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING LZ U O (N O u� , 1 30" D O O w N = U)w n - U) NOTES: -'r\ �`:\\ r,'i` , . ,r �\IN Sh4rfh' °- \ mm z m z Li Li 1. REFER TO GRADING PLANS FOR RISER NUMBERS. 2. CONCRETE STEPS TO BE LIGHT BROOM FINISH. 3. TREADS TO SLOPE 2 /o FOR POSITIVE DRAINAGE. `sJ�' !•�T YS�E`_ ,< ; < r`f�� • �� :c<� % ♦ a /:.��hx;\;.,� F;,/ l `ly %ter,;``' \ 4�\F�\<< �� \. .�`�r ..;.. 4; T,• {` /�!ti F fry/ � SIGN PER PLAN (ALUMINUM 0.08" THICK SHAPE AND SIZE VARIES 1� „ 5/16 BOLT IN 3/8 HOLE TYP. OF 2 ( ) N O v w o o c� _ 4. MINIMUM CLEAR SPACE BETWEEN D D TW HANDRAIL AN ANY ADJACENT WALL SHALL BE 1-1/2 rf�rhf%/�' rY / �` .x ✓�//y' YT !FE � 4 << �� l� ! i'�� t\\ `4 �<t �y F.F``�Fj' '♦`F`�f /'r�� 'y.\ — Y"_t - STEP HANDRAIL F r"Y</ 1'� r/ >\\\}'\\ \\r Fy�(I ♦ f^ f w`� r ,Y�r /,`.4;'Yh�s ♦ ,'�`f\�, r jj J' �F'< <k` !r �f`/ `t\ 4 %' .� \}l �fF 'F '�� \�\�`(�'f ��\♦� F < < - / ` I I / / I \ I \ SEE SHEET CS-502 FOR DETAILS`%� �.♦;\ ADA PARKING SIGNAGE c\`C F/�J// t• jl ' 'f F ��`�r O �F�' // Li (l; EXPANSION JOINT (PER DETAIL) / .�X,� t r��Y \ l `rf<F� �>�\ I `'✓ r :J\ \ti � ! r". ``. f L`� �Y ``: t`� �� Ef�j � LL � I I STEEL SLIP DOWEL, MIN. �� 2.0 MIN. IN SIDEWALK J - 3 EMBEDMENT 8x 12" CONCRETE HAUNCH11 1 1 O 1 I _ CONT. AT STAIR POURFl,�.� 7 �. '�, \.� � � ., \ \ F< F�<< ,! ( I >� F F\�F`FF{ k! ♦ ltlf F \ AND PAVEMENT AREAS I \ / / L /. ` i 0.. [ • V ) t iY t r = , Y.p _ %SLOPENo `` \ ♦\<f```If/��`/�R ♦ ♦ _ F c . Fy •<, , r .rfr<. fit; :.\ \♦\ .Y << ��4\``4i 4 Y t' ^1;< ��. ! %(�;� "�Yr' s r s' " —y '< _ EXPANSION JOINTEli z' \ .` `� VARIES » 2 I.D. SCH. 40 �� 1 > :> :_ < ,, co . ..f. :,("!c •,�..� ' ._° ��' CONCRETE PAVEMENT SEE £F� :`: .... ..; 3 GALVANIZED Y ri ; Y. !`� /:` GALVANIZED STEEL PIPE _r:rY_. W " 5� < [•'xd[A, ' ,i pF ,,6i £'�i' ' ; ,t d , THIS SHEET FOR DETAILS SQUARE TUBE. r. EF{i� F ' 1\\\ // I'. ff< \S ;'. Yf. -011 Tli ` s O W J ."f,� s£ .ei� £ %y , .g` r �`;r• rrY Y.d , ' r� tF{ E„i o (WHITE LEGEND, RED BACKGROUND) J f �• .Is C.I.P. CONCRETE STAIR ` r £_' :' {,�'� '`v 4" COMPACTED AGGREGATE BASE I,.". . USE 4" SCH. 40 STEEL PIPE Z o STOP SIGN (Rlml) -...: r....... �I._w: FILLED WITH CONCRETE WITHU) o COMPACTED SUBGRADE `M ` 1'-0" TOP ROUNDED. PAINT TRAFFIC � m YELLOW IF SIGN IS WITHIN O PAVED AREA OR SIDEWALK „ R=4 o z SIDE ELEVATION p SLOPE TOP OF Z) PAVEMENT P/ CONCRETE FINISHED GRADE U) N RETE STEPSLLCO C2 COATS OF 4" W — _ GROUND / PAVING SURFACE WIDE BLUE TRAFFIC — — — — — —_ —_ — —_ — _ — '� — — — — — — _ — —_Ill—— — - a, PAINT (TYP.) Ell.— a ,, 1 ui O III O 4000 PSI CONCRETE a °d I II LL LLJ 2 7D r ° I 6 DIAMETER CONCRETE BASE — Q z 1.5' R=14" 61t0- W Ld } z U0 NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA a U Lij ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST w m z Q r- 7�7 SHEET NUMBER CS-501 m EXISTING WALL AND DUMPSTER ENCLOSURE T.O. PARAPET 17,RQ4l BRICK ROWLOCK. TO MATCH EXISTING BRICK VENEER TO MATCH EXISTING P 0 BRICK R.QWLQCK. TO (MATCH EXISTING BRICK VENEER TO MATCH EXISTING EXISTING WALL AND DUMPSTER ENCLOSURE WALL EXTENSION VIEW FROM SEMINOLE TRAIL 00 N N - O U W NI' O L �t cn J iU 0 = Q � 1 1/2 3/I(oxl1/4 ImFLAT CAR BRACKET 5TA I f; NOe INN 5TA I R STRINGER ENID VIEW PACIFICSTAIR SPOTSRANTOP LEMATERIAL TO BE H55 1 1/2" x I I/2" x 0.120" 8690 Stair Way NE Salem, OR 97305 2• HANpRAfL MATERIAL TO BE 1 1/2 "� (l,ro(o" O.D.) PIPE www.pacificstair.com 1503.390.8305 3, PIGKET MATERIAL 70 BE 1/2" SQUARE BAR NED VIEW DUMPSTER ENCLOSURE SIDE VIEW KICK PLATE Am 11 A TOF VIEW T,0. PARAPET BRICK ROWLOCK TO MATCH EXISTING BRICK VENEER TO (MATCH EXISTING BRICK ROWLOCK TO MATCH EXISTING BRICK VENEER TO MATCH EXISTING PICKET r PACIFICSTAIR STANDARD GUARDRAIL WITH HANDRAIL R426 � C 0 R P O R A T I O N� 1• POST AND TOP LIME MATERIAL TO BE H85 1 1/2" x 1 1/2" x Q�.12f�" 8690 Stair Way NE Salem, OR 97305 2• I-4ANDRAIL MATERIAL TO BE 1 1/2"4) (1.&ro" D.p.) PIPS www.pacificstair.com 1503.390.8305 3. PIGKET MATERIAL TO 5E I/2" SQUARE BAR FICXET R437 0 W tz 0 z 0 N Cal U Q z > cn o III z ~ Q O 0 u = N 0 U co O U 'j, � I z oorO Q I I z�=0w � ::D O V) oo J N S O � N � Lo rq 0 N TII 0� �o x RYA . PERKINS �► LIC. No. 046565 k�4SV AL O r'-) N z O n U) :2 E— a- U � N N IW-• \ m >- o 0 � Q m m Q r� \ o W z z � _ N O w J Q o Fn <L w u (!) w O 0:� O s U n a w 0 w U) U) w w O w Y Q Lu z SHEET NUMBER CS-502 Q z 0 U 3 MI v, ,0 N ` ,N :. ' r•�; ,N" " 'NNE„ ................ „f.",bA.e,,.:'de"Gw%e uN.'Hlw.:,•,r'wex+ie,.,,,^r„'.,.,,..,v,..•.�..,H,w..i,...,,...wv n,,,.. w.�,•' ,I £ f ,� .✓ i i!-,.,,,o.",»nb,w.w,,,�>n,vw......._�.rc:u.,��<.........,,zofxox-z'/ar.:f,..."..,::uz:�,:szm:....................................�.:.,,w".aab�,.::"::�,fs:::r.::r::;:..,....,:s:::::.r+ss:,::,...:H �,m '..::.c>..., µ ; if € I I 1 ""...... _"_ ":..."......... �.» .."...._ ."...,,n CONTRACTOR ACCESSIB Er SAWCUT LIMITS (TYP.) Q r f `':�,k �•'� ALL EDGE OF PAVEMENT ELEVATIONS SHOULD MATCH EXISTING PAVEMENT z ' ij fG 0 `f SAWCUT LIMITS FOR UTILITY CONNECTION. �.�, "•""•�- •""'•"`^ ••"."•" . J CONTRACTOR TO REPAIR PAVEMENT TO MATCH : U EXISTING DRIVE AISLE WHERE APPLICABLE t Q) 4 N' 543.38fvv 544.24 ¢ 543.80� .-° _ IL FS M E TC I FS/ME _ ' •fi ,', Q I 544.03 i.06i - -� �...� ----_ -- 544.01 TC M E TC r., 543.99 TC a TC t 1 _- VDOT CG-12A` RAMP , E j £ £ O t -_ 4 S43.88 ' t ; ,£ TC TCf { i U 544.19 G . C G Ps FF 544.1 f f b:;: is •"f`;.f�. ., "'° r DOWNSPOUT TO CONNECT TO DISCHARGING THROU 3 PS s i i f t 14 Mp f t - 543.62 3 f U ; TC x ;3 TP � f, 544.13 z __ :FS:::::>:':: ::.....ffiff _ •, f f j y f 3 f t Y•. X N •« PROPOSED ±2 o _ G �/ CHIPOTLE 543.44 « 544.19 f TC FF FIFE: 544.1 SF 544.11 4 b4y /,z" FS CD '� = �_ DOWNSPOUT TO CONNECT TC �' ti. %� 542.79 DISCHARGING THROU - TC 10 O -, 542.2 544.25 F FS 0 _. X 542.56 2' TRANSITION 544.19 543.4 Tc TO FLUSH CURB FF FS 542.75 I TC 11 ., 4.71% Q) X 544.17' -� J 542.15 FS 1 , I/ FS N. 544LO .2 Q ". � 542.22, FS 542.22 , �Ef FS 514 PS 542.21 542.14 z ^ X TC 541.65 ' FS TC BC 542- E s / ' X 2' TRANSITION 541.85 - - TO FLUSH CURB TC m7T 541.76 ;540.41 A , FSN 541.50 r TW B FS 541.12 540 s X rsxr r�xx " P z - h,.r�r�xs.. rs.xf� f - f RIM z s, _541.80_,., FS 3 f � ✓ / ii .;.,'�.,.,,:1 , ",,,, .'u''s,,. ..... n"r ",L:.-- .." ; 535.94d 541.2 �" r�ffoi TS .541.16 .1 FS .� £ 541 SCREEN WALL TO FUNCTION AS r' ,' RETAINING WALL IN THIS AREA s. "" "...n ...,.. SF (TO BE DESIGNED BY OTHERS). `3'� f S of 536.65 , , i , Y l" i s ,'� BW y '"� JY'f5 f j 1,".., /,...., rF,,_ /„ y /n , j CONTRACTOR TO ENSURE s DRAINAGE AWAY FROM EX. - �- ` "� WALL TOWARDS INLET is f, Rr i.. f i , a 'st f "N xv f i i ... .-.. -.'. .. .. .. .....fi f�Y ��..;:: .. ... .... ,. .... .. .. ...... ... � P ,,.<.. wyd<�.,,eo•. .rwr,,.rw•,..w .... .....:... ...-..,_.,.. ....�. ins ... ... .., ., .. C0 • `�.n �mv Nj �,y 7 fM h TC ` , 2' CONCRETE CURB CUT 1, ..,, TC ME 543.34 TC ME TC 543.29 ' TC ME 544.05 f TC HP �1 ' LIMITS OF DISTURBANCE (TYP): zW'4w 0.30.....ACC„��.,�...,�.�.__""...�.�..._.�".n 1 NORTHING: 3934162.06 EASTING: 11499733.44 h... € iE i "I "'w•.. l J 1 i f jj£ •�M f .v yn`✓ 5 f E+ C� s f .............. ifr RM SF f it £ N tf , t f� I f 4 C d 4 > F". "._,.",.. �t _.,,....,,..»n....».w..,..m..................",,....,.....,..w,",....., .........,,,..,,.,,,,.»..» `''� 2'� f .,+» G g ' jj Y<",',52 ,,,y " '' � 1 =>., ` _ �` ram. �•, ,�-CONTRACTOR TO INSTALL 24" TRAFFIC RATED F ;� - z , % �� , NYLOPLAST INLET AT PROPOSED GRADE AND REUSE EXISTING STORM PIPESjV -' f r3 TP w J , 141.15 C ME 540.01 SS ✓ N S P ME TIE TO EX. PAVEMENT N" ME -�Q - 539.81 „ w s �. •,� . 1 i s \ j r "f ss f ' -� ♦ y j. s t F r �- }�� f��i�� •� `� � �� Y/ �� SHADE INDICATES LOCATION OF "STEEP � A t -} P SLOPES -MANAGED AS IDENTIFIED ON {'- . �j ALBEMARLE COUNTY GIS (TYP.) t GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION ME: MATCH EXISTING FF: FINISHED FLOOR ELEVATION HP: HIGH POINT VDOT STD. CG-2 ADA ACCESSIBLE ROUTE GRADING NOTES 1. ROOF DRAINS TO SPLASH ON GRADE. CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO STORM OUTFALL. 2. ADA ACCESSIBLE PARKING SPACES ARE SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 3. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 4. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF DISTURBANCE AND ENSURE POSITIVE DRAINAGE. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 6. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 7. INSTALL FINAL LANDSCAPING AND PLANTINGS. 8. SITE CLEANUP/DEMOBILIZATION. GRAPHIC SCALE IN FEET 0 5 10 20 O,Q �y z O LLJ m 0 N N U Q z � u o w z ~ O Q U = 0 0 N 00 o U U 0 0 F__ o z N _ Q I I wLLJ 0 un 00 w ZO >_ w W W �_j N � 0 N Q O ■ rl- I 0 N ALTH 0 O' 1 1► • ,O RYA . PERKINS LIC. No. 046565 U O N 00 U) v O N N \ cn ry L_� � O cf) Q m m m o 0 w _ N O _j v U Fn � < U Li (n w 0 0 U SHEET NUMBER CGml 01 Q z CD UTILITY QUANTITIES UTILITY NOTES pel n U cn cn I's et Q) 4- 0 ul _0 7-. C) E 0 Tzl- C 0 0 0 CN eI ulcy E 0 0 PAP '11 0 C) LL _j OL 7� 4_1 0 0 4- Q) 0 J 7 (a) 0 IL A NORTHING: 3934123.19 EASTING: 11499619.44 A p 0 44 "w . . ........ . .............. . ........... . ... ........ .......... ............... ........ . ....................... . .......... ..... ..... j �� . ......................... . .... ... EX. HYDRANT 18" AVAILAB LE FIRE FLOW: 1344 GPM -A- w "o') Zz . .............. NORTHING: 3934162.06 EASTING: 11499733.44 EX. 4" WATERLINE > .......... W 41 0 "w 5 3 4-1 w > s4i . ........... ............ ........ ..................... . ....................................... w. CONNECT TO EX. 4" WATERLINE WITH WWI 4" TAPPING SLEEVE AND VALVE..... TAP 2" DOMESTIC WATERLINE EX. SANITARY CONNECTION ;/-7- INTO PROPOSED 4" PLUG INV IN: 537.47 EX. 6" F1 1.5DOMESTIC WATER METER I hF: 7 J (2) 2" 22.5- HORIZONTAL BEND L SEE BUILDING PLANS FOR -1> PROPOSED LIGHT A DOMESTIC WATERLINE POLE (TYP.) CONNECTION . ...... ........ Bl & B2 ;j SEE BUILDING PLANS FOR Ni W M A K 0 PROP SED ±2,325 SF 0 CHIPOTLE E3 12 5 P 2 0 1> SANITARY CONNECTION EX. 6 SANITARY FFE 544,19 SEWER LATERAL 12 LF OF F A I D: 0 2 0 "a 0 3 PVC 0 3.49% D /;N CO 5 '6RIM: 542.64 2" 45* HORIZONTAL BEN INV: 539.76 4" PVC 92 TOTAL LF OF 2" SCH. 801 . ............... PVC DOMESTIC WATERLINE I 2" 45" HORIZONTAL BEND k5 1500 GALLON GREASE TRAP r. AP yp, (SEE SHEET CU-501) N V —LOOP DETECTOR (TYP. OF 2) (SEE ARCH. PLANS) 19 LF OF 4" PVC 0 CO 3 (TRAFFIC RATED) RIM: 540.95 INV: 539.08 4" PVC INV: 539.15 4" PVC SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) _ =52'D 6,411,; 2, 3 0) WATER QUANTITIES: 2" SCH. 80 PVC DOMESTIC WATERLINE 1.5" DOMESTIC WATER METER 4" PLUG 2" 450 HORIZONTAL BEND 4" TAPPING SLEEVE AND VALVE SEWER QUANTITIES: 4" PVC SANITARY SEWER 4" SANITARY SEWER CLEANOUT 1500 GALLON GREASE TRAP 104 LF 1 EA. 1 EA. 2 EA. 1 EA. 111 LF 5 EA. 1 EA. 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 MARSHALS 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. 0 z 0 u v) < u 0 U 00 0 C/-) — cn 00 rr) u < z 0 0 0 ro cl� r- 0 Z " co T: < LJ z 1— 0 LLJ � D 0 C/) 00 :E Lij LLJ 0 _E 3: __j []�� CL U) E 0 ■ Ln r1r) 0 �,LTH 0- OIRYA ERKINS "4 LiC. No. 046565 0 AIL z cl- :E cl- u 0 N 0 CO LLJ 0 D 0 0 N 1: cf) 0 � < 0-) (J� < m m cl- 0 0 c) m < LLJ LLJ z z LLJ CN 0 _j < 0 Ff) � < u w U un LLJ Q � E) IE U BM #2 NE CORNER r 0 D, 0Cr R A Tl 0 N D�B. J ot 171 28 0 1 R')P=bA2,bb CID ED P N Vz,� 2 '3 6 CO 4 (TRAFFIC RATED) RIM: 539.92 INV IN: 538.67 4" PVC INV OUT: 538.50 EX. 6-l__'` CONNECT TO EX. 6" SANITARY SEWER LATERAL WITH TRAFFIC )4% RATED CLEANOUT. EX. INVERT IS AN APPROXIMATION SDP200300081 AS—BUILTS. CONTRACTOR TO CONFIRM BASED ON LOCATION AND INVERTS OF EX. LATERAL PRIOR TO CONSTRUCTION . ......... 9 aj I "J p = 1) 2- b 16- 1 5� 2'. 4' N V I N;,.,-, 4� SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 0A U) < > ui a. 0 LL 0 O o d a UJ _ �Y V a �' Z_ D 0 M� � ��IU 12� W LLJ m z < SHEET NUMBER CU-101 SANITARY SEWER PROFILE FROM BUILDING TO CO 4 < 1771 J U) < 5 V) 556 ............................ ................................... ............... ............................. ............ ............ ........................ ..................... ....................... .............. .......................................... .............. ............. ............... 0 rn .......... ............ ................................. ............ U, . .................... . .... ........... . .......... ..... .......... ............................. .................................... .................................. 552 MI < > 0 > : 552 ................... ...... . .......... .................. . ....... ......................... 0 0 0 I_.i MA; C-4 0)! ...... ..... L) U_ .......... ........ .. 2 > ............. --------- ---- -- -- -- .. . ... ............ ....................... ....................... ........... - U-) U-) U1 Li- U-) 0 U-) 0 ; .......... .......... .......... t 0) *n . ....... .......... ........... ............ ..................... LO ......................... ............ ....................... 0 U X LO u 548 M z 0 ER Z > 0) X :> > 548 ........................................... ..... ............ .......................... ................... .................. ............... ................. I .......... 0-0Z ... ....................... > ............ .......... . ........ ........................ 0: Lq; .......... Z LL_ L6 0 010), 00: C 0) C6 Lr)i .. .......... . ...... ......... ..... . . ...................... ...... ....... ......... ... .... .. ... .. ..... ................ .......... ............................ ........... V) :-Lc) .. ........ .............. LO" . ... .... 0' 0 LID 01 544 0 I Z X: 0. - > >1 544 ................... ................................... ........................ ........... ..................... ................ ..................... .......... ...... .......... ............... .......... ....... ................. ...................................... SEE BUILDING PLANS FOR SANITARY CONNECTION........._......... ................... .................. .............................. ................ .............. ........................ . ....... ..................... PROPOSED GRADE 540 ........................... ............... ..................... .................. . ........ ............. ........ ..... ............ . ......... ... ... .............. ........................ ............................ . ........ .................. 540 ................................ 12 LF OF " 4 PVC 6 2.31% 40 F:OF ........... - - ..... ............. ....................... ...... 18 LF OF ............ .......... . .............. 4 PVC @ 1.04% 411 PV'C 2.31 % F +LF 0 536 536 1 EXISTING GRADE .............................................. . ............. ............................. .......... ................ ......... ............... ......... .......... ............ .................. .......................................... .......... ......................... ................................. :4" PVC 0: 2.31% � 1500 GALLON GREASE TRAP 6 LF OF 4" PVC @ 1. 047. 534 :(SEE THIS: SHEET) 534 < 10+00 11+00 0Ld SANITARY SEWER PROFILE FROM BUILDING TO CO 3 0 LO V)l 0 U Q E 0 J. 0 0 _J < 552 552 ....................... .... . .......... > ....... . ....................... ............... ... .... ................................. ...................................... . .. .................... ...... ............ ...... ...................... ............................. . 0 ..... . �1111*.............. . C) >: 548 548 ............ .......................... 1 .................... .......... .. - ................... ............. ...... ......................... ..... ............... .......................... 0 > (0 r" 0) IZ <0) U-) 00 0 Z 't V) 0 .................... ........................ ................... U') ....................... > ... .. ................................. U-) U-) 0 0:iE 0 FX Z 544 ............... .......................... ..................... .................... ................................................... ..... . .. ..... .......... ................. ................... 544 .............. .................... ........................ .. ....... ........ .............. . ............. .......... ................................... EXISTING GRADE 540 ........................................... .................... ........... ............ ........ ....... y. . ............... ........... ...... .................. .............................................. ........................................... 540 12 LF OF PROPOSED GRADE 42' PVC @ 3.49% ..................1,9*LFOF.......... ......... ................................................. 4 1 PVC ® 3.49% 536 ........... .................. 1 ..................................... ....................................... ................................... ............ .............. .................. 536 ..................................... 534 534 10+00 LIJ MATCH PROPOSED GRADE 0 24" CAST _J IRON COVER 6" CAP BOLTED (Typ.) (BOLTED) CAST IN PLACE - 0 COUPLING A S�_J ' cri WATER TIGHT 0 _C T-1 GASKET C: I'D 4 O n C: 3: U '7.'yam r FIRE ARL( A CONSIDERED EXPOSUI(X) AND C01VILMUNICATION. (P), ax X +P)j. - 1.3-5) QVI 1.00 (ji:=:NUINIBER OFS[DESOPSUBJECT BUILDING) GRAPHIC SCALE IN FEET 0 20 40 80 EL4 DED FIRE: FLONV NFF (00 (X+P-1FF 750 HORIZONTAL Attomatic Sp6"rs-.';: Red-LictiDii Factor: 0% OFF 0 8 750 TOI'AL: lkeqtifted Fire Flow - Ro-tmde(E. 750. 1— 4 fitellydrants -Reqtiired,: I > 2 AT CL4RT_LFY' 1ftLAT:TffEAB0 E INTORNIA11ON IS TRUE AND CORRECT 0 zlo SIGNXf"LTREO-: PE *-COMMERCIAL:-ARE-AREQUIRES:35OF U.N4'HOS AY T. M - 11_�i EL : _NFF: calcuhatiQii. Proced-LWQ- (1, loimierci*al Fire Raffii Q--sc6bQd u4A.W.W.A. Tvl�3 1980 -C ... ... Sch.edule awl I S scliecftfle: :9/94 ..... . ... ... -MATCH PROPOSED GRADE 24" CAST IRON COVER ALL INLET AND OUTLET PIPES SHALL BE INSTALLED NO MORE THAN 6* FROM THE 80rrOM OF THE GREASE TRAP. BOLTED (TYP.) TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN CROSS SECTION. FINISHED TMK IS 5000 PSI CONCREM-STEEL REINFORCED (0 28 DAYS) CONCRETE CONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2, ASTM A615 AND A185 r GRADE -DIMENSION: 151" INTERIOR/ 163* EXTERIOR LENGTH x 72* INTERIOR/ 84* EXTERIOR WIDTH NOTES: 1) WHEN LOCATED IN DIRNEWAYS OR PAVED AREAS GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING CONDMONS. GREASE TRAP SHALL BE CAPABLE OF WASTMIDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL BE WATERTIGHT. 3 S GREA E TRAP SHALL BE PROVIDED WH GAS -TIGHT MANHOLE COVERS, IN ACCORDANCE WITH TOWNSHIP STANDARD SPIC le IF AT 10 NS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH 5000 PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALL HAVE 2 COATS OF COAL TAR EPDXY. .. f WATER 6) SPECIFIC SEALANT DETAIL AT CONCRETE RISER TO CONCRETE VAULT INTERFACE SHALL BE TIGHT WATERTIGHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WITH BUM RUBBER SEALANT (KEW SEAL J2 3 GASKET OR APPROVED EQUIVALENT) AND THE EXTERIOR OF THE JOINT SHALL BE SEALED W[TH NON -SHRINK GROUT IN CONFORMANCE WrrH THE TOWNSHIP STANDARD GREASE MP MAIL 7) TANK SHALL BE TESTED FOR WATER TIGHTNESS BY FIWNG FOR 24 HRS. TO SOAK, -MEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WITH MASTIC TAPE (KENT SEAL OR APPROVED EQUIVALENT) SEALANT. • 9) MAXIMUM EARTHCOVER-5.0', HS-20 LOADING. 44" 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS. D = 39" TYPICALLY ------ GREA SE TRA P 1500 GALLON (2 COMPARTMENT) TMK 8- AASHT0 #57 STONE BEDDING ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) ACWWA Project Number 9= Building address or number 91 Residential or Non -Residential Norf- Residential Pressure Zone at Project 65 (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) 4 moms. 8, Toilet (flush valve) 35 NOW 0 Urinal (wall or stall) 16 =t 0 Urinal (flush valve) 35 0 Bidet 2 0 Shower (single head) 2.5 Q 0 Sink (lavatory) 1.5 3 Kitchen Sink 2.2 8.8 Utility Sink 4 4 Dishwasher 2 2 Bathtub 8 Q fi 0 Clothes Washer 6 0 Hose connections (with 50 ft of hose) 1/2 in. 5 mom 0 5/8 in. 9 BMW= 0 3/4 in. 12 24 Pressure Adjustment Factor 1.05 Total Adjusted demand(gpm) 46.= Required ACWWA Meter Size I in", METER SIZE DIMENSION A DIMENSION H DIMENSION C 311ff 510# 510# 5' MIN, 10, M1 6' MIN, 4* 5' MIN. 12, MIN. 61 MIN GREATER THAN 4' PROPOSALS WILL BE SUBMITTED.] i B i DOOR HINGES r _\7 y LIFT HANDLE L _3 TYPICAL METER VAULT N-T,S, FIG, W-7A TD-14 WATER SIDE VIEW A 4 ' , 4- Ou A A 4 A 4 A a 4', A ' . 4 A 44" MIN. .W,,,,.. ... .o.-� :011 31=1 6- MIN. 6" MIN, ..A �A, 4 *4 4' 36 0 T7. -4 V • -4 > 18" MIN. 0 A LJ 17.5" 0 37" MIN. 40. 1 f C U co 0 Cn 00 7 < A 0 ro fy_ CD 0 r- 0 10 Z (_0 D- WNGNUT LOCKING ASSEMBLY < I -;4- 0 UJ D 00 _J 0 co :2 SS 0 __J _J NOTES: 0 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. < 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 Ln MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8 0 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. Ho IIIIIIIi TYPICAL METER VAULT (1 1Z2" METER S �� ;.A NTS FIG, W-713 R) PERKINS Q LiC. No. 046565 TD-15 0 - �� NAL ry 0 v) co n- 0 0 0 a-- 0 0 < M n 0 0 M 4-5" bi max < �;;' Li 2 LU U <PLACE 5' GALVANIZED WITNESS POST WITH 0 LU a_, D_ CAPPED ENDS PAINTED BLUE IN REMOTE AREAS co 0 0 0 AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 1-4 1 IF L AMPI M ,75r DIAMETER DRILLED HOLE FOR TOUCH READ UNITS4 TOP VIEW DIAMETER FLAT HEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE k 2500 P.S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK 4 4 4 M2 FOR ALL BENDS SECTION 2-2 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 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2,16 2l67 0.13 90 4.83 3.83 3.42 0.83 10 8c 12 45 3.33 3.58 2.95 0.43 3,83 4.00 2.83 0,52 221/2 2,33 2.58 2.86 0.24 11 1/4 1,83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULIING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE S17-E OF A TYPICAL GATE VALVE ALL THRUST BLOCKS. NTS CONCRETE THRUST BLOCKS FIG. W- 5 TD-9 NTS FI 0. W- 3 TD-3 U) < W II-_ w CL 0 LL OUJ LL a W W a Y U Q - 0 U Z3�I�U�3 Li W _J M z < SHEET NUMBER C U -501 M� W W Q 0 fJ 2L; 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 not exceed one half footcandle.* r0 . 10``:1, 0. 1• 1 r0 .2 r0 . 2 0. 4 0 .5 0 9/ �1 .2 1• 2. 1, 2. 4 1. 9 1. 4 rl . 1 0. 8 0 .5 0. 4 +0 .3 0 .2 0 .2 0.1 0. 1 0. 1 0. 1 0.1 0. 1 Calculation Summary Label CalcType Units [Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.12 0.3 0.0 N.A. N.A. Parking Lot & Drive Illuminance Fc 3.58 8.1 0.7 5.11 11.57 Luminaire Schedule Symbol Label LLF Lum. Lumens [MANUFAC] Description -01 R3 1.000 17433 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-W-80LED-525mA-WW -�- 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 WM4 1.000 11153 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-IV-FT-40LED-700mA-WW - EXISTING POLE 1.000 8991 TRACE-LITE TL106-HPS-150 0-1 0 a 0- - 0-4-0 EXISTING GOOSEKNECK 1.000 8991 TRACE-LITE TL106-HPS-150 - 0. 1 0. 1 i o. 1 30 . 1 0 .2 0 .2 0.,."4 "'" 0. 6 1. 0 1. 6 2 .ter= A3 . 1 3. 8 r3 . 0 2 1. 1. 0 0. r Q �, 0. 3 0 .2 ` F�s2 0 .2 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 0. 1 r 3 «� :s E f ;s¢ .» ; £ # �i Prepared by: - - LIGHTING VIRGINIA CENTRAL T + + + +EXISTING + + + + + + + + 0. 1 r0.1 0.1 .fik."� 0.2 0.3 0. 4 0.7 1 . 6 2.1� T3. 1 5:3 6 2.2 \�-H 8 0.5 0.4 0.3 h1.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 T0. 1 400G-2 Southlake Blvd. - GboSEkNEt �/ Z } i x >ME _.Richmond, VA 23236 _........,:_,,...r .. -;- .F Y ,;:F.< -r-�K s_\T / d __ + «�. --��i- T.2 -i-. 'i- + 'i- .t. Tel: 8 0 4 7 9 7 7 7 /_ ..�� 0 1 0. 1 0. 1 0. 1 r0 . 2 0. 3 0 4 0. 7 ,yy�1;,;;7-=��:' "' 2. 4 3, ;, 6. 8 M' :� ` '•=' J--3 .- 2�;7 . 3-�-- .1== �` 0' ' 0. 5 " ,>. 4 {. 3 0. 3 0. 3 0. 2 0. 2 0. 2 0. 2 �/1 } • • Fps- i; 0 2 ° 1 _ www.lightingvirginia.com .._ V s s s .• f- S ... t...........................��iV,n:n. O ........-'»" _ . 1 0' ; 1'"' ""' 0 �'»l . 1.•.« .,_, » 0...,,2.,.,._». D .,,3 0 . 4 ' 4�. 6 ? 1 .2 1 . 9 3 . p 4 5 6; 0 7 . 3; 7 . 8 w6'. /9 7 . 3 I 5 . 1 2 • # . 9 0 . 5 . 5 0 . 4 0 . 4 0 . 4 0 . 3 0 . 3 0 . 2 0 . 2 0 . 2 MH mounting height in FEET A(f ss, 3 1 s f EI 41;.; ? I# E§ t 7.....�: ` �� 3 i E iF t...3` it ££ I NOTES: 4 l f 0. 1 0. 1 0. 1 0. 1 0 .2 0 .2 ;0: ,., 4.,.,,"„». ':;_;, ,. 0.= 6 1; 1 0 1 .5 2. 2' 8 3 �. 8 . 0 6. 1 6. 5 6. 4 6. 1# 4. 2. . 0 0 .7 7 -0 : 7 0. 6 0-�--- 0_�5 0. 4 0. 3 0.3 0.2 J r U) ° f £ `..._=� �`'' 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA ° f` 0.1 p . 1 0.1 r0 . 1 TO .2 r0 .2 0 . 3 0 . 1 . 3�5 1 . 9 2 6 3 . 0 3 . 8 4 . 7/ Toy:«8 4 . 6 4 . 4 3 . 8 2 • 4 1 . 1Q . 9:::. �'; 1 . 1 1 : 1 0 . 9 0 . 7'� 0 . 5 0 . 3 0 .2 CENTRAL, ADAMS PARNELL, LLC . IL _ f z f F t + ,�f, 2• THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN r T U 0„1a w„ 0 «.1, ,...»» 0.1 0.1 0 .2 0 .2 0. 3 0. 4 0, 9 1 .7 2. 0 2. 1 . 0 2 .7 3. 1 3. 0 /1 3. 3 3 .2 2 4'� . 5 .r "� 2✓•,25 J 2 li,4 2. 9 _ 2.3 2 .0 1 .2 0 .7 0 .4 0. 3 »» x»..w»..... ; "!{ , ; ; ,,;f »M:.,,. t F< - THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT \ !� RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED -- ///I \ T r T r T r T T r �+2 r r r rPHOTOMETRIC LAYOUTS PRODUCT SUBMITTAL AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY Ff.0 0.1 0.1 0.1 0.1 0.2 0.2 );=�3•••�_..- 9 2. 1 2. 4 �. 0 � 2. 8 3� -- .«........3. � 2. 7 . �., . 3.2 4. 7 6.5 5 .0 . 0 1. 6 0. 9 0. 5 0. 3 � •/ N O ABLE OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 0.0 0.1 0.1 0.1 0.1 0 .2 0.2 1 # 0 . 3 . 1 2 . 6 2.9 .2 1 . 0.7 0T 8�'--0 ./ -: 1-- ---4 °4'•.:.,h 3 ° 2 . 2.6 j5 . 8 . 1 16. 3 EXIT I N �• °P OLEo 0.9 0.5 0.4 MH: 15 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY s r s AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS ORIENTATION U _ r0.0 0.0 0.1 r0.1 0 1 0.1 0.2 0. 1.7 4.1 3.7 .4 .1 i� .3 5.7 3.4 2.9; 8.8 18.7 "``1..0 .7 2.1 1.0 0.6 0.4 r r i - M...,..._._V....».............._....�� w �3 # HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE # �". MOUNTING T D a� # PROJECT. _._ .................._ .......... [: f f f 1✓ + .r 'r ? f '{- N/ S 'F + 't- f <i 't' .F Y `.:. V N E�rf r {' t- r i` t' t' r • fk , .. ».... . 9 5 . 8 7 .7 6.2 . 5 1 `"9 ...... 1 . 0 0.6 0.4 0 .0 0. 0 0. 1 0. 1 0. 1 0. 1 0 .2 ;/# 0 i. 4. 3 6.2 5. 0 8 '. 3 WM t�7 .4 4. 9 3. 9 3 .` x f o MH: 15 ~. _ # L'f" 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO ,J r r r f t.z ,r,,f",j:.;, -r } _ 'r 1111 -} -r .� ;. + #£'f'•fiiili))<<}f +}""' Mt. -tom -� LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP BALLAST AND LUMINAIRE . 0 .0 0 .0 0 .0 0. 1 0. 1 0. 1 0. -' "'€"" .: -fY '• a ... 9.:. 0 6. 0 . l . 4 .2 7 9' 6. 0 4. 1 3. . 0 3 .. 1 3. 6 4. 9 w 3. 6 . 9 1 .' 8 1 0 0. 6' 0 .4 r r ",.� 00 - c R3 € ». ,,..»............. w MAY AFFECT FIELD RESULTS. O x s,>.i r fs S < :i / f.. # is i £ /,., (f, 1 �L j2aJ �7I <, s ... ... :. ; £xif .:�.£; � '� °1 4:,;; ::: f .._£...� ;fry" MH• �o �-� £, - Q'> 0 1 0. 2 ' 2. 1 ',' 9. 1 8. 9 5. 8 . 0 4 CH POT �E r6 . 5 5. 1 4. 0 r/ r2 3. 0 3: 0-- �3 : 1-=2 : 8-� . 4 Y �1.. 1 0 r 4 0.0 0.0 . o3 �£f �� ?r ............«._ W.w«»........:... �• o - 6 0 • 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE f >f..: t, rf..,�,; 31' : 3f yh ....' / ry' z ny FF 544.19 H• 15 '# _ f »'• t "� -'� `.% , � � OWNER'S REPRESENTATIVE. U 0 .0 0. 0 0. 0 0. 0 0. 1 0. 1 0 .2 O.: �s' , 3. 1 5. 6 4. 5 . 6 : 1`�� 3 5 2-------4-»...1- ...6 3 .2 �3 . 1 3. 9- -4 : 6 -6 : 3--4-fi �r 1. 9 1. 1 0 :'6 . 0. 4 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE '-,, �J DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2"', .; 1.3` 3.5 3.3 . l 9 WM 3 �� . 3 4 0 �; 3 :»4"'»' '4":'3 4.2 .1 Qy,� Y;s . 5 12.5 8.9 3 2.0 1.0 0.6 0.4 A PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. MH: 15 f , t� r q • _ ` Qj ....................... - _ _t- + + .T �`�"' (`4.}" ✓ -t- ` .F # :.t,,.». _.r...,..,.,,M.. .t. +r ::.>«r a + .r A 'r ^ti 0.0 0.0 0.0 0.0 0.1 0.1 0.2 - . 5 �3.2 4.1 .2 7 . 6. 6 4.1 3.6 3� 4 .9 6. 6 5.8 5.4 .-0 1 •�XI�i�1G5 FOLD • o Ti . o 0.6 0.4 7 NO LIGHT FIXTURES ARE PROPOSED ABOVE THE METAL TUBE WALL FEATURE ON THE BUILDING. MH: 15 0 0. 0 0 .0 0 .0 0. 0 0. 1 0. 1 0. 3 0,.7 5 3. 1 4. 1 4. 5 6 5 .2 3. 9 2 ;/ `�`. 7 2 2 .2 8 7. 0 5. 8--w= : 10.3 7.8 9 1.8 0.9 0.5 0.4 _ -_._.......................................... ................................. ...... ..._._ r t: +��- .; + F 4 t H S }......» �C r0.0 0. 0 0. 0 0. 1 r0 . 1 0 .2 0. 4 Q. 7 1 .3` 2 . 8 T3. 3 3. 4 3 .2 2. 6 2. 0 1. 9 2 ;Q , 2. 7. 1 6. 9 r5 . 4 a` 4. 6 5. 8 3. 9 ='�, 8 1.6 0. 0.5 0.3 Y _ \� / IVI # iCID y v . .r _ .(- -t .t. .t- "r '✓- + + + F.''4 i°yt -t' �f 'F 't- T + 't' ._1 .{- f 1. ��l.2 1.2 1' � :. .:........7. 6.0 4.9 .7 2.9 2.3 1.8 Y 4 1.0 0.6 0.4 0.3 0.0 TO .0 0. 0 r0.1 0. 1 r0 .2 0.3 0.=5� 0.8 1 7 1 .7 1 .� ';� � .•. .., f 1 + .i. .t- + + 't- + 'r i T + F ..»...... -{- + �•^.-; '�. "� 'F j • .{' + 't' .✓' -� 't- -}- -r 0.0 0.0 0.0 0.1 0.1 0.1 0.2 (� :3 �l . 4 » 4». ` .'6` fl: 7-30" 7' 0 6 0'. 5 0 r 5 Y 01. 5 0. 7 . 6 5.1 4.2 3.1 2 .2 1.3 1.0 0.6 0.4 0.3 0.2 f Nt +rr� ys -i- �f/if li. ✓r �d �� [:t q afs2� k r 'YfF �� , X s�` �3 � £ . J /r Py, G, /!!f �` .t- .t. rf.c /�r yY1 -F j e'.- + s j t' + + i f -� + + _ _ __..... ,.»D.._D .._....». r0._. 0....1...»._ _..»...0...1 ., ,.. »..D....,1........,.. f f Y '\ 0 . 1 0 .2 r0 .2 0 . `»` 0 .3 0 .3 0 .3 :;',r (}f :>3 0 .3 , 0 . 0 . ,. " 1 3 .31 2 . 7; 2 .21 1 . 6 0 . 9 0 . 6 . 5 0 .4 0.3 0.2 0.2 `vhF%l/1OLC vviu I t-1 KW) SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" U ,r AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) O J J rn WJ" Q) r Q) r' Q i Q) r- (D 7 � 4_1_ 0 GRAPHIC SCALE IN FEET 0 10 20 40 O,A �y Uri z 0 U) w OI z 0 N N U Q z �o LLJ z `- O Q U = Oo U N 00 L / U0 o o \ o z cv co = Q W � l_1_ D O Cn MMW 7; I W LLJLLJ Li O V I ri \ N � 0 N Q ■ L0 r1r) N U O N 0 U� U cn � 0 N N �\ o O Q m m m Q \ o z z o `- 0 w _J Q U � 3- Q U w U U w C) m 0 = U W < W W 0. J o0 LL 000. w W �.. W U a � Q0 MA� LLI LLJ UJ ,:i,FrT riUrnr;ER CL-1 01 Y� < 77 0" 35 _0 Cf) < L,J 0 z 0 7 -1 4_1 (10 C: 0 0- < U Q) 0 < 4_j C) n U _0 0 (1) E 0 0 0 C1\I = U u < 1_�, - 0 0 0 E T E C\I _7 'i 0 0 >_ > 0 n Q) Y) < Ij :E _j 7 4_1 0 (D -7, 0 7 -C J) _7 -C T) 4-1 0 Submitted by Li.ghting %Airgiriia- entral Catalog'N ib "�:�-��e.`�: ij6,i*.,,�,.��,.,,.�:!�i�.!*...,.�.',--,,�:��,!�:�..:.,. Ty , :::]::;:: - _66LED V Job Name: V!Vr -525MA-N RZR-P1 -Ilk y. LEQ'7 LIGHTING IRGINIA, 109 Community West Site R3 e: I SOLID STATE AREA LIGHTING PROJEC I NAME: PROJECT TYPE: RAZAR SERIES -LED C" A T 1 0 f, I S -n coppe flurninurn (A"�i6 ill <0 jer) �'R ct, t Icj r a .2% cop� -wilh inl,�qffj! r.�oQilng fln,;.Ttie Ophccit PQriel in.-xinling . ..... n�- g R no. iiurfa<�e is rnilled rat (suffare vorianpe <= QQ2") to facilitate transter of hac�t to housing and cooflm,-) f ns. So�id barrier ,leaTriCal r Qpliccll Ond e 1�iflo ell-�chk;ol collipullinelifs ate integloied 10 uri�ole oflf� .,:. Q�;SCIMO'y, 11,�--if)iIT1lJrn wail thickne _1 P I C A:. C: 1 N �G, I A r F- A R N 1 Heovy cast kya copper clurninurn (A356 t�lioy; <0,2% aopper) a� os,�emi�.iy vl:ih inle-.�eal o*ollng ribs st-orc)unding the electric-61 ,;X a -,fit a cornp�,:rrtrne no a Pat sutrll on the top'of fhe arm to f.!Qcon)rrt(.)doJe_ a photoce.11 taoepin(Aa. bcarier wull K sapecuoies cind 7leQtrIQf.A rorriputiments, The optical corriportmerd and electrical cwfiportrnent with the integrated support afrn corribinp to creci-iii one a^�Sern�l Y. mlinirnum w(A _0 is Cost on"i ilinged drivi�i-, -.over is PLED'OPTK,,-� Ea*P�r5 are anayed on a rno-kil cote PQV. panc! wit? each -),per lhkIrrnc-.jI transfer p-.jd and enclosed -y I er; 'for �w,)! e,�xuh ifldividuQi or i4ler localazi on a o, RAZAR un LE �.Io % D uptif�l�� (MODFILS: RZRMI, RZR, WR-G RZ74AAl") PATENT PEjjDINf,' vir'littOr -o nieer on 1p,56 fating. asyrnmetfir, a the ho; niderimMer Output fe.Iwajd� ?he sfreo� -side and funi��Iium, QS -a hou�e -side shirAd:ng element. Refroctars aie inje��lion moided F112 oc-rilic% Each refractor Is -soaled to Vf-!o PC3 ov�,-w art orniiier and alf refractofs are ie!ainod by an aluininum fiaryie.Any one P,,inel, or pfcu�p (.)I Pi�nels in,,3 lurnimiire. have the saing optir--il peattern.. LED r,G,frnc?ors -oroduce standard nite./area disi%ributiorls. Ponels, Ciro A fiet"I roiatubk_- in 90' incerriants. Con5k:nt curfant -:.'sloctronic with a powar fuctor of 90 and a PZR-G i 1� Minirriurn operating tcroper-ature. o-1 -40';:/-401C. Driv*cr(s) isiare 'Ji- A C and oUL recocjniz�acj and rnounfad direrfly against the Elactri Oal 7 removal. In -line lorrninai blacks faciNak, Haw�ing lo hiAd (.k>wn b'y univf%ifirll wiring bef-�-,,een 4he driver ond optical arrays, [)rivers ccvepi an in, W of 120-277V. 50160fie or 347V-48W4 50,61%]Hz- (0 - 10V -indQrb, Driver ha� ci a-iinirn: In of 'IKV inierrial *nmn :� b d r:v,-,, r s k s: -if9o, RZR, IRMA & RZP-lAAF A fileld a-."-Qe3sit,1a if Istallofion.) -.1- � ------- �jh otiiput LED',� ore liMized with drive current3 rcinging from 36OmA to 1050triA. 70CRI PAinifrium. LED's ore available in vtorlOotO Neuftul Winife, f4QQQK),(.)r opliunul Co,�)iWhite Q5000K) or RZR & RZRM C' T 1 0 LED ootions. 101u�m White (3000K). C�nsuit ctoy foe ofh�ir 'anverfed Arvber) LED's utilize, pho�,phors to cremle colo. ouiput sic-ii:cri to LIPS lufnp�, and have a slight ouiput RZR-MAF' C if) the blu-�� -spectral bciridwidih. TRA (True Amber) LED's viiiize PCA (Fhos.,_lhor C T fna�cf:ctl that alnits light it) ine arnber speotral bandwidth only without the u3ta of pho,-qphors. Elec-, Polynstof Paivdor Cout on subsirote pv,4powd will) 20 P'A power wlrj�h of 140'F. Four �Wp ilv;sdiu blast ond, iron phosphrile prefreuttrua-rif for protection clnd point ncjho,sior!.4(30^F -ba�e for i-r-,oArriurn hiardnesa arid dutob�lily. -I/.- A.ST AIR. -NI CAt� Hr-,?U,-_zliA'G Fie Replaces standard ctr�ccii Homing. Fif.s siondard 2 318' O.D., 1 ' FIXTURE A 8 C D RZR-Q 15, 56.51 qd�-- 7, H7."u;, RZR i4,761 2$,26' 2.76* 6.51 RZRM MS 22, _V4d". 2. b.261 RZR,MAF t 2V 1.;7 4' I -torizr -Cf (2) slir vii -i enc- inkil Itiro); wo _ip�� wilh (2) bolts euct -ircle half of the iennn" Upper nol f fhe AS QF 7119 fenon (in the lower C self- centering stops that po:ltion lhe ariple of tne luminalfe at 01, 41.5 or +3' tip fforn file ti-orizontal'All h-aidv.,orl) Is 3fainlass D(VL us MADEI14THE us& U.S. ARCHITECTURAL U-1. Architectural i-ighiing Aed On: Oct 21. 2021 V3 Index Pacie e(Itral Ca ld� Number� _N Job Name: R,ZR-PLED-IV'FT-.80L LIGHTING HS 109 Community West Site -PLED R4�'- ,IA VIRGIN NO!e L CENTfl -,?Z. 93 RAZAR SERIES -LED LED/ELEC-rRICAL GUIDE Approximate Average Lumens - 4000K 350niA kivwvs HID Eq. 525inA tormlA ROD Eq, 7{)O,.,nA V1016 Wmans FJD Eq 105CiraA tumcgu WD Eq. Kell �;31 41 6C68 5.3 6567 100 61 6713 40 4.�i y 1 67 176 1 14(117 15 00 81 ? -622 1? 51 12' 174 212,'iS 41W 166 2 M Z 5o 57", IW 2� Zeli,�5 2V�' 11,5 ��IVW 4 VJ ZOQ I V&, 24 LED 24 PLED'OrIii-col 3,298- 3,133- 3,463- 60,0004 -201F 29 120 0.24 Nlcrkle - 35CAIIA 3.784 31595 31973 277 0.10 LED 24 PLED'Optical 4.711- 4.475- KOODi% �21Y.F 42 1.20 0.34 tylcciute - 525ifiA 5,405 5J35 5.675 277 0.15 24 LED 24 PLEW W;cvl 6.023- 5.722- 6.324- 60,0QU+ _201 56 120 0.145 Module - 700f�A 6,911 6,565 7,256 277 0.20 _i4 LED 24 PLEV'0� I all7i - 7,762- 13,560� 60,000f 6,2 120 0,68 9,�75 4,906 9,844 40 LED 40 PLED OtAiccil 515a5 - 5,3(16- 5,864- 60.m-f -201 43 120 0.30 -315<4vA 6.401� 4.M 6.729 217 0.17 FO LED 40 PLEU'Op 1 3,059- 7.656,- 6,442 6Q,00G+ �20'F.. 155 120 0.65 ryICd1UIQ - 525ff�A, 9,246 81,1784 Q? 40 LED AQ PLED, Opi:uul 10,240- 9,725, 10,752- 60,000+ -201 87 120 0.73 7C*mA 11,749 11,162 12,337 277 0.32 40 LEO 40 PLED* Opt'rt;al 13,642- 12,960- 14.324- 60,0wi. -201 128 120 1.1 Module - 1050;'OA 15,652 14,670 16, 435 .277 �0.4q 45 LEI) 48 PLED' Oplix.t 6,562- 6.234- 6,890- 60,WQ+ -2ulf 53 120 0.46 fvtodu(,�, - 3V.)mA 7,529 7.153 7.909 277 0,20 48 LED ;W PLED'Oi:AQ�,ll 9,330, E1,864 - 9.797 60,WQ+ .201F 19 120 016B o2sw-A 10.705 1,01,110 t 1,240 277 0.29 48 LED 4a PLED$ C-pfictil 11,735- 11.14a - 12.322- 60,00t .2WF 106 120 0." Module -7DrjmA I 3A 64 12,7'?l 14,137 2?? 0.38 _�8 LEE) 48 PLED'Opficol 16,360.- 15,54� - 17, 178� (W+ r20T. 1601. 120 1 .33 rAQdule - 1050 rnA 18,771 17,832 19'Zog 277 0.50 LED 80 PLED'Opficcil 10,824- 10,28�3 - 1 I'M5 - 60,000+ -20T 86 120 0.75 lftdule - 35rAoA )2.419 11.798 13,040 277 0.33 80 LED 80 PLED�:Opfic 15,587 14,808 t6,366 60,000+ .10 i Iflodule - 525 i1A 17,644 1 6199Q 181Y74 277. 0.48.., 80 LED 80 PLED' Cwpl i(;Ql 19,767- 10,779- 20,755. 60,WO+ -20'F 174 120 1.45 Modula -71Y)aTiA 22.660 21,644 23,814 277 0.63 80 ILED 80 PLED'opucot 26,25-5- �4�94... 60,QQQt., -21 . 17 257 120 2.22 Module - I oson�A 30. 124 28,616 31,630 277 0,9� 80 Lg 80 PLF-D, opka� 10,950- 10,403- 11,49a - K000+ �201 87 120 0,75 350:TiA 12,564 11.936 13,192 277 0.33 80 LED 80 PLEW Oplical 1517�15 - 14�94Q - 16,M - 60,000+ -2VF 129 120 1,10 hlooluie 25mA 18,054 17.J51 18,957 277 QAD LED 60 P_�ED� Optl"Cll 210,074- 19,071- 21,076- 60,DCX)+ -20'F 174 120 1,45 t."u!Q - 700.,nA 23,032 21,881 24,184 277 0,63 80 LED 00 PLEW opfioa�lj 27,651- 26,268- 29,033- 60,0001- -201 266 120 zn Mcidu!,it - 1050(nA 31.725 30139 33.311 277 0196 U.S. ARCHITECTURAL U,S. Archifevlurol Lighl:ng Nl; "tM" 4N.W".. (60), Submitted On: Oct 21 2021 3/4 Index RA7AR WALLMOUNT-LED LAMP/ ELECTRICAL GUIDE 20 LED 2(PLEV� Q-111cal 2,501- 2, laq - 21.156) - 60,000t -201 2.1 120 0.24 ivi� ule I 35,1m: A 2,789 2,442 2.857 277 0.10 20 LEI) 20 P3_ED'0;AC:n1 3,52 3 3,085- 3,1606 - 60jX)U+ .�u'f .3� 120 Ll.�4 NIC ure 625rnfi, 1"t-3.3 3,441 4,025 277 QJ5 20 LED 20 PLED'Qr;t:cQI 4,411.- 3,S62 4,517- 60,0004 -20,F 44 1 1410 014i Module - 7W;TiA 4,q2O 4,308 5,039 277 0 1 20 20 LED 20 FILED OrtiQrjl 51975- �5,937 - %0004 2 OPF 66, 120 0.63 1050, iiA 6,446 5,661 6,62�,. 2 71 Q.30 40 LED 40 PLED ophc'-4 5,002 - 4�379 - 5,122- W.000* -20'F 45 121D 0.3a tylcdlulf� - 350filA 5,579 4.U4 5,713 277 0.17 40 LED A0 PLED'Oplical 7,047- 45,170- 7,21�5� 60,01)0-t -2 'F P 66. 120 U.55 MQ,�5vlo -525niA 7,860 6,681 8,049 .277 0,24 40 LED 40 PLED, Opti",l 6,822 - 7.7241- 9,034- W;DG'O- -2011 47 120 0,73 NlQdule - 700mA 91840 10.077 277 0.32 40 4U Pi ED'Opficul LED 11,159,14 5a I.U/2 - 6O.G<I i -21,"F 134 1211 1.1.2 1`01ca-ukP - 105.0-nA 12.932 11.322. 13,2444- 277 0.4q 60 LED 60 PLED, opftVI 7,5(,12- 61566- 7,6u 601 Q00 .2011, tO 120 QA6 Mccule - 350m.A 8,11,61; :("m& 1$115io 277 U.20 60 LED 641 PLED, opflCrAl 10,570 - 12,25,1- 10,824- 6QMul -2111 99, 120 Q,68 Mccule - 625fr-A 11.790 10,322 12.074 277 Q.30 60 LED 60 PLEUrl Opt:QQI 13,233- 11,"6 - 13.962- 131 120 fvlu�jle - ?U.Dirilk 14,760 121923 15, 116 21� 0.3a 60 LED 60 PLED, QPl:vQI 15,224- 16,963 111,810- ly,666 6ofxii:14 -20'F 10 1 40 i.31 0.57 u 1;�I - 1, 0 50 rriA 19"39a 277 NOTE$: N%mif,p utlnvyips isik�e hghasi of 3'oftilig'. cparu!Lng, cilc-lil cufferlb INARNING:At: fi.djr;3 S in rpW Ic;W cir it 3,) Nrtio-io! �M-cia kxfl ^O:jG. R, lura Io 'I'.) m? rritly :fl &wintjs D12sof%,li 7n,".or e_4,jf..j 13 41e,; tlicli_v;�A Vt �k�rillg. Q,'jW'jf,Vg'- lz,( C.".11 2'� L�ur�-_rl �cj 4) FuL,3 vc::' *,hiu!d br. to=-ttxi nil L;Clf) UK) - V42"I �;,.l "41:A% (4-2.Z, U.S. ARCH ITECTU RAL h t; n 9 mitted On: Oct 21, ndex ............ . .............................. �i Virfi nia Win-, i _ gr: - " .; __ :.:. �_. ". * , . ...... m e., .7 Job Na BZ PLED- I I I- Wr$0LF_Q..-.52.5.MA N S. . . ..... �-f L(GHTiN 0 3 XN RAZAR S E R I ES -LED U PLE�Q: OQUILE5. 4,i * Z. �� * '.. " lip I I RZR-G EYA RZRET.A.�l.U.Q Avoll�jlieiw # A�4.1; APO', WA'k- �;AD�ETCIIWIPEAf;PB� f OR U Vl P L.� "I'l I. 'iO LEDM a WALL PtArE POLE DRILLING TEMPLATE _T_ j T 7__ r RMA E,P-A.445 94K 5.6 Alm,lei� f Q Im 46 LED &I W- WA &061 QjA. oi�: fo�x 19-S g 4 n. - -- --------- -------- - CX.4.'� ------------- --- ---- D NX'� 0 F MODEL OPTICS LED MODE VOLTAGE FINtS.H.. I . OPTIONS .. .. . .. . . .......... 4:0ARD. Tftep - CCr sit fl.04 LW11 U.1 rvc U 1,4 E t"i I �;rmorl 0 i2fAr;D. 0 howvA, 0 Poi (.owx)- El 120 L1. w-Ac< 0 Low Ptm gm "'Y" M, 'R t-mo, RWS 10 cw (%ujA) 2-10 ww cfa�a�) _HSPLED 4W 4 U My Of"e.-jTri�cm �vciuf.v�F 0 fuii,�mP 0 fs� VAL omma,--� I 3 PLEW11-ivi, iw LFID �A wax PLEASE. KEVljl�lw�� ilrl Tursr 04,� EQ Ata_� SPECIFY F�EC"FriQ1 WRI i'z 7�; Ej RIVIM 0, RZRW e 'Lol F ff-, A vity. 34)4). SF v - 1.,L le� pk�u-j �fx"v, _411K. OF 0 r w, C -v e*. . �* lkv-�Ij E3 �fwf. ili L -,w i�i om (I suaali v Ecrlilvzm 1641 U.Sl, AR CHITECTURAL Submffiled'Oh- Oct.2.1, 2021 21a I ndex Page EYA 1_7 R R.;,PA.-- a Subtnitte(J by Lk;htitig Virg;nia- ;Aral Y, 111�" Job Name: LIGHTIN 109 Community West Site VIRGiNtA::;' PROJECT NANIE: SOLID STATE AREA LIGHTING PROJECITYPE: RAZAR WALLMOUNT-LED 0, 3 f" E C, I F I C T ("111 N, S El-, 10W (A356 alloy� �0.2%crjppor) assembly with integral cooling iins. rh,e� optioui Panal rnounfing surface is frijiled flat (�Uff,,IQQ 11UNWIC0 <.L .003;) to FIXTIJIZE A fricilitale 1hr-'r[nal transfol of iw:ol Ict hou-sing (ind Gooling fins. P The OpHoaf Hou3ing InaUs to 1hzi Flacrtion: Housing formingl a unified �3sambly.The t'ninirnurnv.,ail t�iokn@ss is .188'. W* RZRWI M CRIC-L H0,,ISING H=_(.-vq cast low cx)ppet aluminui-r. (Al"'66 alloy; <0.2' � ooppal) RZR-WM1 o5�,embly� tAnifyiurn wall Nhickness i,� A UAW. Fixture Nlounfing Plate aftx,�n to mr,'): nfing surface Over ca rr,;-usst��d j-box. PATENTIPENDING :1 -1 1 1 Elec.�tricul Hou�irlg unchOI3 f"n Ole lop pd, of lhczi IvIouf)fin�) Platc, and stolnle5ssteel reoes�ed sock -of h-sod scfews figir *Gn i the Electrical Housing to the Nicluniing Pla-fe from the boticli A PLED' �.) Fy� ICA:;. NK, rs -n -iel Willi Emiffe � (LED's) are arrayod on a I etcl core PCE put 1 each emillef locoted rn a copper lhemnal itunsfer Pact anek)5:iidl �,-Xy an LED rh�� a.,�yinrrili�lrk; dMribufl'QIW� A have a ln3lda the r�:jfrcjctar which re-dlract3 ihe. house side eenittor output foward�, the sirre:et side and furlction,� (;is Q hou�e �Ide shielding elerm"I.A. Refrar:,Iors ate inietAkut, -moldo, d Ill 2 ficn,,lic, Eficli LED reftrjclf,�r is seallid 10 lhe r' CP, over art amitter onri all ore retained by on aluminum tramo. Any on,- Panel. or group of Ponels in a luininalre, huve surfle Qpti,;al pottern. LE.C.11 rel"uiftofs plodu-,e Type 11, Ill, and Type IV AieAire,.-� dis1ributions as well 05 oiher Specialty asyrornetric dis-tributions. Pfjn�ia are field c rcploceable, and 'told rotatable in 901 jnorernenls, LED-) DR1IV;_:i,,1(;,�:) rnininilicra operatln-cj tem.peraturo of -301C/-22'F Ddver,$) CQnstQnt current r,, powet faclor of >,9�3 C;ind �j RZR-WM2 Ul and cUL MCo*gnized or.<j mounted to lo driver PATENTPENDJN0 us�ernb'y piule tha? bul; 'dotted holes to faciliftik-) ease of u3,�txribly r-�wnovul to,, flxIur%j im�iuilolkxi, Quic� f,,:)( tric"00,01-1c or rind optical a33embiy power ore pfovided. �j 00W D rive!s accept an inpu t of 120-2 7 7V, 50,160-Hz and uti lize 0- 1 OV dirnrnjng� �14 / V-4 WIV bQ,60ilz uvailable, on -some* rnoJels- Suirg;�� prl.)h�clof 13upplkw, felifi;Ad imil(AlrAie.)n fit Pie frio"i convenionily serviceable Jocciflon. Fligh o;.,0pui LEM; are utilized with rirlv;�4 currents ranging fforn A to 1050inA� 70C n. LED's are avulloble In 350irnA Rl� Minirrit it : -if While (4000K), or aptional: Cool Whito standard Neuin (5(X)0 K) or 'Narm Ift: te (30U0 K), Con., u I I Pa ctory fof *t her LE D op Ad -NI b C Q L �. D's PCA (Phosphor Converted Arnber) LED's uIllize phosphors lo oreaie color output similar ?a LFS lamps and have a slight FIXI14RE A 3 c output in the blue �peoiral Landwidth. TRA jv_ie Ainb;4r) LED's T utilize material that err03 light In the ornber spectral r__ c k2RW3 bandwidth only v.,ithoul tne use of pho�phom 1 23�1 14!' 1 63" RZRW3_kk,1 applied IGIC Polye�ier Powdef Coat of-i RZR-WM3 5ub'Orijf;�i p!eprired with 20 PSI p�5w(jr wei3h ot 140117. Fo, it step rnedia blust and iton phosphote pralreiafmenil for projactif.-n PATENTPENDING and paint ajhesion. 400-'F bake for maxirnurn hardness and U1_ Law for MADE IN TH�. VL Wd ilAll[I"ll 2UI6002 �ko Ivor 1,m. "N 7,55, U.3. Arohitr�taiurul Lit lk ',W l 2MAIA )hting U.S. ARCHITECTURAL Submitted On: Oct 21. 2021 Index Pacie Submitted by LlghtirQ *ginla-Central Job Name: �,:,;,,._:,,._: 7 LIGHT(o 109 Community West Site RAZAR SERIES -LED LED/ELECTRICAL GUIDE Lumens - 4000K Appioximate Mercy -di, oll 'Nalts Lurnorm WD Eq, 525! -nA ylial"s Lurmns 7,XTA Wails Lumma H10 Eq. I Q50 rrtA Mails Lumorts Hit) fiq� Z4 28 3H,11 !:"I 56F11 X , 53 iV,67 100 a) 8773 1 1 0 40 :15 �M� "T 653 8.7 11A16 175 1,1617 a, Ila /Q.46 10)"i )0:; IZ6T; -4d.K. 160 80 V Ij, 10736 1741 21235 W 266 2e, I W, lei, Zl�w 410 26-) �151n 9WIP 390 �1-�L423 Submitted On: Oct 21, 202i Index Paola N b T Subinittud by Llghtinf) 1,14folnia- entral Job Name: 7- SNS.r.l 5�4071_1. AB D, LIGHTNG.:��' 109 Community West Site POLE S fe mencan N S� Q U.?1% 4R E N 0 t4 T A P E R ED ST 9 k L LitePole IM'ROJECT %IAVE; Q;j(AL No: -1 =5I ------------ - ------------- - -- ............... D28 ieei: =V ;7j7_;:ETZ .. .. .... .... :Fs: ... .... T�U ..... 4.1*19" FALL .......... ... she erniiA T25 ..... 2.", 4.1;f [A! i Ihe� pc.!,� .ih r, f�*itr:cated f,�,m i rot ed ror. q:..c;':T-'y` C-:Irl)r ore p2or*e otslructlor wit, o Wnirlt;n:i yield strrigth. _0% x 0V'U" ]ALL A.,.;E PLA I E, T." tose plotE i�, kibr;cated frorri a $*rt1c'Ur--)I 1-001 tY -10' 'Cili?S c-�!`:10(1 TSP ..... ;.I,!; ii.mri priciLti tIct' or ex:tirids A.Slta A!6 Mtri u mift'rnurn �iiki of 'i,W)O P lele:wo-)fts 'hn Pole shifi an.1 :�s P'lotp yi'edeid mr, hottc.rn twl-p(-.i_ sk dord kilt ?. C', tori, Aeicl%cr bo:k. c-,pi,�,ern ko AST�,l 1`1554 C,tAv urc w:iq two hr:x ril-ti; on-i 11ot Uo or: "L' be z fe _�ciyrirl2ed 0 k T 1 1-!f� 4i,reorjed �lrr, In K., A N-.3 A linro Iolo c.�-vs�r �Yith nord-,,mro -Mil ht, 01; , I I : , W. 'k P 0". F T OP C till tic oicrt poie YJ I ne provid'ol x;�h P %,iiij;tmi lop pk.ite Prid te,iori of cr,f-.- fw f�_��eivrmj cf:11iriy fw �iidt! -ntwrA fklure.i. :;clor d: WA::�RN3 ANIE ihleo choli be coulAd -,Yi;h fG11' 3al�,ezt.3r Fc,4,ct,., o- ino-- - ;1 . ?I r10 e� r '2 qralvort':ed to A, -'.IV. A 5 si.ecific,"Iti.ons. W 1 U� I 03� I O.W.M�l I ADT�Ar' 0-10: 17 1 'D.1, I 70123�t I 10.11 1 .171 MV: W6 1 122; m v Subfitilted by Li0ting 'Argirtia- entfal Qatalog T Job Name. RZ.R�.....M2-PLED-IV, _FT LIGHTING:i� 109 Community West Site 700MA WM4 VIRGI�i��: b i. CENTRAL2135393:�;� :�i RAZAR WALLMOUNT SERIES -LED .................. fg�;j KR*' N, R. w g EMERGENCY OPTION PLED"MODULES .... .... THE IMERGMCY O?IiON UEYOND WE RZR-WM3-LED E.P.A.=.69 0 tiiii VWIEUSYST',14 FrQVI U^ M0 tH 10 A Li. Ls Us lN IHE AR!?AY U i;, MiNMIUMOF 90 KNWES - 40 LED Module Vildl = 45�-�QMMA '350M, TiW- 3��, RZR-WM2-LED E.P.A.z.47 Available in: '�,IULTIMTH MOVE ayTHE LUMM OUTP�t rr 350MA 10 LED I'viodule WALL MOUNTING 20 LED Moduh) RZR-WMI-LED E.P.A,�,33 3elt scw.w MAX INPUT WATTAGE 6 OF DRIVE CURRENT LED's .35OmA 525,nA 700 - mA 1VKQrnA 6C A�W 97)W 13 1 V11 I WN "ot Fcvrd (O'k 40 46h, 66y� U 11 'N 1141.11 RZR-Wi'vi2/PLED-I'VI40LED-7OOmA/CW/277/RAL-8019-S/SF Submi ......... . ........... .... ................... . . 0 ................ I ............................. ................... . ............. M., 0 a UM Z .MODH OPTICS LED M-01DE Z-1 VCILTAGE FINISH 01"TION's MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS DISIRWI014 Typi NO, LEDs DRITc -c u7i 1, -1 l,41 �a �cj? 5TAkNDA fUAP (.(:T T-EXTURED FIN1151-1 I-) HIGGHACAV DININIH3 FOR 0 f?a-V1tV1 I El If PC- a. 0 20LED 0 350mA D wu C1 120 El OAcr PLEDAL'...., M, RAL-9W5-1 CI HOUSE TCE SHELDING Cl 208 HS-PLED DPE it MGNT �Y,V PLED-11-fl? ..... . M CW(5000K) El via poov) FI 240 Ej 27? -'HoTo CELL i VQLT.V�E PC I' _W). FC*V EJ RZR-k'IN12 jjpc �li D C1 347 GRE't CI 5-NGI-E FUSE PLED'All 1 -7004-1 RAL (120V�,271V). ..,.Sf M 0460 DARK Wo El DOUBLE FU�E (Z' 8V !I 24GV) OF MD-Ill-W A 1.1 BJ RAL-8019- . ..... El ;ME1,rENCY VCKIJP I_EM ry 00- 3 PL.ED-IV ..... RIR V613 RAL-6005-1 0 EME1,Kkticy BA(.,K.!Ip I V.SER EMHI D TYF;: N, Ff D-IV-F KE_ T 0 60LEU IIUA �CQ H?;&, UR 111U; 'WV 1*1 C1 MCKUP 2. E?J2 .... IIAA IM N,�BER' C1 :PdErr_ENCVBAr_Y.VP3..EM3 PLEASE 0 S-JRFArE CO-NDUT L. . SQ) ur,3 SPECIFY I D SUFTA�,-EClD?,0.IT2_ SC2 'WA�.a F SURFACE CONDUIT 3.. SC3 U'S. ArchitRotural Lighting �ct "itt $1 0. r- nlo z CA 4�3!6 A ('.�A) 2twli.y r 2;M'�Mi U.S. ARCHITECTURAL .2021 213 Index Pacie Submi-ted by Liqhtinq Virc entT@ Inia Qqfnia I N Ift A fbief, TYPd Job Name: FU E A]V4:'T.' .0 .... . .... .......... . LIGHTIN6.' 109 Community West Site R4`:!H J1 LVIIQE�f SOLID STATE AREA LIGHTING PROJECT NANIE: P R OJ E C 'T TYPE., RAZAR S E R I E S L E D I'*' E D A T S HOUS44"D Heavy ro st low copper alurninum (A366 olloy: <0.Z',' copper) Willi irllegfUl C001im, Firiu.The Oplir�fi: Poriel rfictunfing 0�,�.Q i;urf--_oe is millerl flat (,;urfQ-.ce vanance <± .002�) to facilimie, thermal transfer o- heat o housing and cooling fins. Solid barrior wall op! Cal and ekicirical co; .portri oplicat und QoInput-111-1011ts uj*e int"futed to Qri�uj,�r *rl� a�;;ernbly. Nlinirnurnaulf thicKnest; i5.11 6W. flecivy cost low copper alufnin --im (A356- �,illoy: opper) cit,,onibly witt-i integfol ��aoling ribs SlifroUnding th clectric _A ornpartmeril and ci llot sufface on the top at the crai to -,g., gg ct(lloolfllnado�e ci phoi -,=it i=_cepfao:;,. Solid I-jortier -,,I I I § �P, aplk�Ql and eIet(1!3QI 0ornpuflinerts The oplical integraled --g OX R04 cof'rip,artment and clectrical coinpurtt-ner-if with the suppart ami cornbiria to ar-iiaio aria cisseir;hly, Knimum wulf is A BP,'. Cast und hinged' driver a&salrtbly oover is cQrnpudrn-,��nf cover, tMn. X �i�; M P (LED's) are rjrroyed,�ln a mvto I cafe K� panol wit[) each i : _d erniiier Ioratt�d on a ,-.,apper �.hernj<:41 - -inifer food �:ind RAZAR by aii LEI, r.;oalplelely w�jt e ch individueil erriltier to meel an IF66 (ahng,. In asynirriefdo distributions, a (MODELS: RZR,1,4.,' Z11.112I.-R-G PA RZP-MAF-) PATENT PENDING u-.j pu ovar , lie s ies� s de Qn, Unc� ions QS ,I house s de shielding ekerrient. Rofractors ore injecfic)n fn.old,�d H-12 acfylic, LED refractor i� 3ealed to the P(_'B cNor an ennifnar and all refrac;tor3 -,ire tetairi-id by an alu-.-ninurn frarrie.i"ny One P(,-,;ne1, of kirrair ve the sanle cphcaf pattern. LED UrQjp of P�mels In a .olrq, ho fractor,,,� prr-,dtjc;3 standard stie/ofect dist ributions. Fanols or-? 1 ._._.___ A fteldlieplcioeobla and ficAdrokitablC. in 90, lnjrt:irn�DnIs. LED DRIVEN "S M: himurr. operating tomperature at -4Q1F/-4O1C.DrivorW* is/areUL ond cUL recognized and mounh:id dirartly agoinst the Elactdcall '(k)wn T lo feluililulf:3 Ille e!d by, ynivy!syl D cla mps to facil itate ea,,y fornova 1. tn-lino iefn -flnai bloci<s iocifitate J beiv.,een ther- driver and optical arrays. Drivers -accept on input r, 1,20-277,/. 50160H*_, f,)( 347`11130'\� 60-6011z. (0 - 10V i 11 di-nmabIle driver I,, stand�.i iris a aurilmljiui of -3KV internal 5urge protection, Lurninnire supplied with 20KV 5urgie protectof for 112% M411 ?I RN-1,111PIn. A :t� field inskillati;X1.) . . .... L E D r 11-16 1 High oulpt-it LED's ore Litilized with delve currp mtr, ranging from 3,50mA to 1050inA 70CRI Nlinin-turn. LED's 1�ilre i:ivailrji�de in 100K)'of '50 L C T RZR & RZRM r Warm White .13000K). Cn., -isult Foctofyfoi ot�ser LED option- Mvi?3ER L�,D*� PCA,( ho,,phor Corlvc,,rled Amber) EED's utilize phosphors fo pre,�:R color auipui stri-illar ill LPS lqrnps and have asligi-if autpi.il the blQe bQidwiWh. TRA Amber) LED',, lifilize RZR-MAF c D irl spe.0rj] (Tvj�;i rnotarial that emitu IiQ4hl in the arnbef spectral band,,vId-h only h n - i e usa o p o phor ,. w a V lecif'ostaficaily opplied TG�IC Powder Coa�t an �jubsfrate rod -will, 20 PSI powq; %vei-sh ul 14012 FrAir ,,iep mediri b1cx;I ind it of) phosphait., pretreaimen; foe proloOtion and pairif ndni�,�,S:On.�100T baix; to., annArnurn hardnwis and aumbilily. HOUISIN`G ;k, L: Replaces I ical Houain-, Fits nlandafd 2 3/8' O.D. 2 , , �! f St-unoofd Ele - FIXTURE A a RZR-G RZR PEI 4r. 6,6' nzRm P,,v 1 22' 2.6' 5.25, RZR-tdAF - 15' 2 1 4 -iorizcinfril lenori.Tv,,a (2) aps. �,viih rwo (2) bolti� ecioi *If �J Ijpp,��r 1he r h �f t� hulf'of The tenon tests on It -elf-centering �-,baps thol prAitton fne ano-le of ihe luminalrea? 01, +1.5 or +3* �jp from ths, hofizontolXII hard,.r.,cire is stainlFi3s steel, us MAGEINTHE MIT us& M$: U.S. ARCHITECTURAL U.�;. Architootural Lighfing Submitted On: Oct 21, 2021 1/4 Index P200 $ubniilted by Li 91111,t- Itral ghtirig Vil C TYPO; ..... .. .. ..... 4 1�, iob Name: f3ZfR 1 1, % �71PLED7*111-NV40�EG- . . ... .... AA11 LIGHTING .... .... . . . ..... 700M 109 Community West Site . . . . .... V I R . . .. . .......... . .... G 1 N 111- . . . .... PROJECT NAtAE: SOLID STATE AREA LIGHTING PROJECT TYPE: RAZAR WALLMOUNT-LED %mm . ... ..... .. P E C' I F I G T 1 0 N S cost lo%v ccppor alurninum (A356 alloy; <0,2'� copper) assembly with integral cootog fins. 'rhe Optical Panel mourding �uif(.�ce i�.! inilled flat (�iwffice vadunQ0 <z .003') f(.1 fac;llfafiaj lhafrncil fransfer of heot to housing and cooling Fins. A 0 C IFIXIURE Housing bolts to the Electrical' Aousing f -ninr, 0 Th Optical on ju 4�' RNWI E C T r?: C A 0 L S I 14 f,�;: a H-, rey cost law copper akinlinuri (A. 6 allory; M'.2ry,; co,:per) I -W M 1 RZR asl;embly. 1`,Ainimurn wall thicKnei5; Is Niounting ING surk pk;ih� rlfflxe;�s to rr. -infing ice over a roce�s4��d j-box. PATENT PENO Elactrical HoLiAng anc.hofs on the top rijg,- f.',f ffie I`AoLatfing Plate arid stainless steel roces�eo ccxk,-,t hE�ad s�Oreyls fie n gh?e the, Ele��fricul Housing trll the �Aounfinq 'Arlie frorn the boliorn, PLED'0P11CAL Ernjfter,� ?,LED's) are anfayed on a rneb�il ��ory PCB pf�inet with R l;., ch r;xnifle, lucr.�led on a 1heinial Irrit.-Ver pf).d, and enclo,-,edl oy cin [.ED itrifrack-jr. The asyrrimatrio utlann, A e hou"e side 'ar'nitter output ieward�; the Oreel !71� side and funrA:un� U,�, Q hou"p; Ar.k) -ach, LED refrootor 16 sealed to Injeotion molded H12 acrylic, the PC8 ovor art emiTef /;inri oil fellfactofs arc retained; by (in uluillinurn ffaIT'ip- Any one Puriel. r�)r 4 LED re(vi roup of Pani.��I� :ri a lunlinwre. litive tile s vile -ul PrAllerl produceType 11, Ill, andiTypq IV �,fte/orea distrilibuflons ,-x3 W4311 as other spocialty asymmietric distributions. Panels aro field teplace?,)Iale und fieW rokcikibk, in 90, increments, ED RZR-WM2 rninirn-um operating ternpaeature of -?,01C/-221F Dfive(i,) PATENT PENDING is/are U-L and oUL recogn:zed and mounted �:,j a drl�er ass��rrlbiy pfuk.i that lius siolted hc)kis Ila frjl�.-illkjle 1�.,Cvse of for fixturs Instoilallon. Quick disconnects for 1 incornino powee anci optical as�iernbiy power are provided. v, --,�pt an inpu t of 121)-277,4 150/6011 z and u ti lize 0- 1 QV On ers arct 50.603-iz ,also, rxVC1iIflIA,:) friodiAs U le pro rg iec-or -,uppliad for field inStallation of th-e most Mug _6 W conven feral ly l;-fvic,-eable lc-caiion- 4 L r I T T iT 0 1, L___ A ..... ... High output LED's ure ulil ad with drive cufrenli; ran-g. Urn X Um -inimum. LED'��, are c 3��O. nA to I OF), A. 70C �l M Avoi:able in 5-i a n C11 a r, --lutral White (40"'OK), or optional Cool Willife P_ __ I I I (5000K) of 'Mirrn Vihite (300;0'..K). Conuuli Factory frx Qfh�ztr LED F_ options, A.Pvl 5. ri.) L -to -nber) LED',, utilize, phospho!s to PCA (Phospi r Converted At I --1 oreote color output similar to �PS lamps and have a slight EIAIURE A G oulpuhri the blue spectral bandwidth. TRA (Tfue Amber) LED's utilize 'materlai that eniitG light in the ornbor ,poctral C RIM WU ilw� txurldwidllh only sailhoul tile ime of phosphQrs. 1 RW3-Ekli 2JI wl� f:: i` Ff cfro�luliuotly uppfied T(;'�K --let Powdoi Coul f.)ri RZR-WM3 subs4raic" with 20 PSI power wash ot 1401F. Frour 3tep PATENT PENDING rnedia blast and iton phrmphale preireatment for pfotechon ),J pejir t aelhe�;on. 4001F t�aKe for maximurn hardrieus and at .1 diumbilily, 1AADE IN THE OYL 20 1 �3002 640 CA r�*UIA CA4,1!61 Lk hit, U.S.ARCHITECTURAL U.S. Architoo-tural @ . i,.) ubmitted On: Oct 21, 2021 1/3 Index Subinited by Liohtifw-i Virqiiiia-Centfal §k 0A Job Name: LIGHTING' 109 Community West Site VIRGINIA_::� RAZAR WALLMOUNT-LED LAMP/ 6 LECTRICAL. GUIDE 20 LED 20 PLEW opliza! ?,5al - IRy - 2111>61 - 60j1W,l -2G*F 23 120 0.24 Iviodile - 35-0fnA 217$9 2,442 277 0.10 LED 20 PLED, 3,523- 31069 3,6081 _2U1F 33 120 0.34 A 3,930 3,44 025 27i 0.15 20 LED 20 PLED' Cpi�,,jI 4,411- 3,a62 - 4,517- 6.3. GOU -20'F 44 120 0A5 Module - 7(. 4,920 41,3019 5,039 277 O�20 20 LED 20 PLED'Opit--a: 5797- 5107;; - 5,937- 40.owi. 66 120 0.6.0 �I�A b 444. 5,66 1 6, .6 2 2 1 2" U,30 40 LED 40 PLED ', apii� 5,0012 4,371? 5.122 00.0001 -20'F 45 120 0.31s McIchsl; - 3FCn)A �,679 4.8e4 6.713 277 0.17 .40 LED 40 PLED* Opfie_- al 7,0 47 - 6UU00+ 201 66 120 0.55 - . 7,860 Z 049 1. _01 .. 277 0.24 40 LED 40 PLED, Optik�-a[ 8,022 - 7.724 - 9,WA 60,0W. -201 87 120 0,73 MQdule - 700inA 91e4o 6. 6 1 10,077 277 0.32 40 LED 4Q. PLEO.. qptj��ql.: :,::4, "516A -�01, 13,4: 12U, 1,12 2,1:: :11,322 13,244. 277 0.49, 60 LED 60 opti;%11 7,502- 61568 - 7,6-33- 0,000� _201F 66 120 0.46 7.3?6 8"sto 277 0.20 60. LED 4P. PLED' Qpfi� IQ 570 9.,254 10,02 1 60, 00(1 F 99 r 121) 0.65 525r0A.':, 12,074... .20 277 0.30 60 LED 450 PLED, opk-0i 13,233- 1 13,552- 60,000+ -20-F 131 120 0,430 7COirtA 14,76U 12,923 15,116 2/7 0.38 6.0 LED 60 Pi-Ew Qpfizoal tl.391 - 15,226- 1 7,alO.- f9u .120 1131 M A 19396 16,983 19,866 277 �,57 NOTES; 1. Nki4 lti3_,-jJ A- ps i�z li,e i,?jt7ea; -.)f 5. 11421 Oxtiulauppi-il,, Pil ixkffus mult Cr Mkii-oncal so rr..�,qrlio�iUj in &4::kx_,n pemtIrr,1 lr1jS;P1. 2; sly%i V.,"An rm1r-ZWr liv�w nomp oft; ondoil x�ri;xr& .:ff. ic pocliaf�lr�rt,;4i. lg bn S: LIQ I [,K1 - INI-21 �x,! -v 10150mA U.S. Li U.S,ARCHrrECTURAL itted On: Oct 21. 2021 3/3 irrpi6j j Vi R3�pilt(W woo N yp .4, 'un b Name�: 'IV-FT_80LEM.526MA W Site RZR�PLED'-LA UGHTIN-f log collArflonit we�si., y n �(VIRC'ONIA LLJ < RAZAR SERIES -LED _21 10" IP -,f,9. ff E! Ft_: [f f 1-1 1 '10M AWN' I I`A�l ALVIM, AND RZR.Cy E.P,A.�_ 0--j: 14 OUILi W Viji'EA=��s K4 0.1 Ri4s UPPLY WIRE C4 E C 11* 120 LF�zModuN 'rE POLE DRILLING TEMPLATE WALL PLA L . ........ . fZ ; RZRPA E P A (1,45 It 1 DIX �e T. i7 011k ,, � � %..� - JIA�11 D iv.100" Al `4 K vkl .............. MODEL OPTICS LED MODE Vol TA E FIN SH OPT 0 . . . ........ .. .......... .. __4_ SlArDARD COLOR Rritl�4 IEMP; CC]` tic), tullivc Z,';uf� D:5,I5A-NG;<jfl 0 35,CMIA 0 0 11. NiA 1IN11 R-AAl P.) NKOMO fi, !_ i 120a 11 n ....... ;,,rxx�� E�El I'll 1"'] 10inAI eiw 1,,�Coo.q "I it), 0277 1,ep c. P ex, 'A, -j or-�.y WIZ 0 r _j * �OL1-D VAL-01?-t 0 E] 411 n 41OLF0 PLCASE RAL W-�`i'T eg�� SPECIFY PECHIFA-111,1 - r '-WA _j. VZRIA gj �D RZWO "ijn, a) r 1 lf;17721 AV PILED IV iv 6N <X� KJ�rlx EDAV-FT PIE rR4 !��wy,, X, 11.1:i�llllvirl L? _V�5 All' ............ U. r5, A R' C H IT E CT U R A L Subinjtled by Lighting Virginia- entral Catalpa Numbe RZR M24P.L.EQ-111-W-40LED .. ........ T 6, yp - .1 1 ob Name: LIGHTING*,.: 109 Community West Site 'XX:: 7Q0MA4NW4XX7 W M.3 VIRG I NIA N_ I., a Q,§. s. E� LV: tENrRAL21 RAZAR WALLMOUNT S E R I E S - L E D M.. EMERGENCY OPTION -r);'MODULES PLF a a 4 V: 3,: z Z D Mod, -0 LE I[- THE E?l`1^RiGEW;Y oNiON W;K W11 EMEND$ 21 0-YON111 WE WEI ric1l' zQE RZR-WM3-LED -_-.P.A.=,69 60 LED 20.40.ot 60) 1 -0 NA EE f III E Vol L0 Mtlf; LICUI IT LEYM F OP. A MINNU - 40 LED lilodule Of 90MlNJTs$- Y1 P41 6 3 6 U, NI A 36%1: 350MA ',JA 3 2 4% P, 3 5 QM A RZR-WM2-LED ET.A.=.47 'MUL11PUlTHE %ACOVE YfTNE LUMIN OUTPUT P* 3�0tdi% Av u:',_) b I �^, I n: 40 LE:101"'I a WALL MOUNTING 20 LED NloduN RZR-WMI-LED E.P.A,=.33 kitilk blo iw "V ED 'r 20Lt N WATTAGE F OF DRIVE CU41ENT LED's agmA 525rnA 7COrrA 1060mA 4" leivi V� 23W 3"vi 3414 6-:�W RZFZ-WM2/PL,'[H%//4rLED-70C-iiiAl(';Vi/277/r�AL-80117�SISF zg,%gxgg; .1 �f - - - --- ----- CiPT:C3 LEE) MODE ViDl-TAGE FINI^H OPTION3 MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLED� DISIPBUIVON TYPE NO, LEW LIRWE CURPENI COLOR TEMP - C<�'T ChINVIC;, ;OR EXTEE-Ri'V-siv COrMOL. HLSW El RzR-wA i El npz if PLED-11 2QLZD EJ 35ctnA Fj t1w CVxr), 0 120 L RAL_ 5-T r ID 525MA Ef 209, C.] PjPi: fl jK CW El 7WmjV 0 w'w wwk) 240 Fj v7 0 1110HI TIE RAI -)io a, I t vut r m4iw (EXNAPLE. K� I 20V) ... PC+V T."PE lif ( MM '.ICRY 0347 (�t�Fi 0 5.NC-;:LE FLISE PLED -ill ....... 4W RAL-7004-T (1,?UV & 21A;-) . ..... SF iYPE I IV-,'QE (0 ' El D-,UBLE FUSE K ��%; Of PLED-111-YI _2 RAL-601��-1 ('_jr:i;3V AP48ER" PLEASE SPECIFY RA(;K1JP 1,.EMI .1. 0 i y P--- 1v 01 El p2Rww PLED -IV ....... A':: CC)NIYERK0 A.NAER El 2MERGENCYBACKUP I (HOQ5141Q, CkUf) ..... EM1,11 F _] T El FCA . 0 TRUE TRA F 'YUP3..EM3 w TJRFAfE CON')Iff 1. 501 VWXI 4LA 0 Si-A&ACCE CQND�IT 2.. $02 1,-kF-;kV SURfA.'_'ECCjJND1jIT3.. SC3 t Av 0 ('A U.S. Architectural Lighting 4�x�>000'W*-.1,0 U.S. ARCH ITECTURAL 13uurnittea un: uct;ei. mell 11451 F-Rcle V) 0 U) > C11-1 Ld 6 1 0 r1r) < > U� 0 L_j 0 < U I_- 0 0 - 00 00 0 U) < 0 0 o n r- 0 N Q0 -F LLJ 0 LLJ 0 V) LLJ Ld Li 0 :I- n __j 0 < Q LO 0 0 U Lij 0 -D 0 0 LLJ 0 Cif- < < 0 0 M < �E C-\) 0 C) M Ljj 0 0:� 0 D_ U) < Uj > W 0110 0 LL 0 0 LLI CL Uj LIJ n Cr z U < Uj M z < SHEET NUMBER CL-501 UI n> C - r_, V G� rn r T i n %A•j rr, 3 ;3 J 3 ,l/.N- �/Y!%i' YNtrti H/+635Yi4v /l/il<iu ! v6W '�h. //WHIN/.H.WlNH!!:%liNil�dnr.. r�YGul4, t,5Yd5gF .:ll/iAN,I/ 4//,Yuv/ihulibri>i xFAn„A, K5:.6 -p.Y, l aWpy%Nyyq�kffi�pp ,ryr .q 1 i / , F%WkSxn 4vd}t6df6t'&atr" Yu6fb' J r t Vy� J1 NN/i• C y t ;. t z r t EXISTING ZEE TO R MAIN TYP J ::., .... st lam' 1 41 r f 4 LIMIT OF DISTURBANCE M„w LANDSCAPE AREA (73�sf)`' 53.41 _......_...... .......... ........ w._..-...,..._ w...... % m ,, �. .,. M_. Q� £ ............... .:�.,..r,:,,,..:,.,,,:,,,,.,.,,,..:...,,,,...,,,:,,,., .:.,,M � �''•.P'�eav ,. �F^rY"�^ � � Y f � h # if � s LANDSCAPE (54 sf) d� o ND PE AREAJ ; £ " ^ va r�l .,..,,...--, - 1 jt •mow'" i s `` .t t .t t• t 13 _€ O ; s ? %/ ". Pt QM w r •. �. •,%:............ ,..'v y.. ''w £ fl��t.r.�;�r >" ._/.`ifi ,f. s;D 'r CHIPOTLE MULCH ENTIRE BED, TYP.. , s r"` s:..a .. 2 0,., t al•', t f:. y y ,,. ,t I /»�,, \ \\ I G 544,19 P /� cl 0) ;1 : k F LANDSCAPE AREA (1,078 sf), w _ LANDSCAPE AREA 120 s *~ D o .-. p Q n .E `n z#Fiii F .:.".................:... ..... .... Ln — k t Yu. l l G 2:N,t+t(,6s - a,a' fk 17i4 NtA'bW �k � ' l l .xFle /F 4b�% CFI 4s4` t� o n < �+'=''x kF shan't 7;r(l Ftt 4ti' di /ilh/ l/kri L' ✓/bltt fr1K' xrr.3 odia'tr'•✓r*s . _ / e.,. :Q .F,. ,: �l•� . ,:k' ;� .l ..>:n f 5 f .1 b/.;. .r ;, rr ... 3 C— k f o r N c 0 . r, 0, � rn z Q - JCL J r rJ i w - r- J U) Q �s J r11 r— O — � r,1 O U, O J .21 U) T U O � r � V Y) nJ C L Q ✓) rl a �s r� J c= 1] SEMINOLE TRAIL U. S. ROUTE 29. (VARIABLE WIDTH R/W) 9 yg f 0 `"ryisb .,,,wsr x usssa,xw;z7 B fM # C > LANDSCAPE AREA (222 so 'I' a�' C0JPNF_'R LANDSCAPE AREA (464 sf),ax I . L;.= t.-_.I`° t� EXISTING TREE TO RE AIN j t D.B. "�_ I .•'roR1_' -I.,_ ID: t, " -10,..M0i✓- � 0- "04t","-j' ;' \s s g o) ! t '~✓ t ......_.._,.,........ ............ � W._..,�....___.. ..... 4 s SHADE INDICATES LOCATION OF "STEEPISLOPES-MANAGED" AS IDENTIFIED ON ALBEMA►�LE COUNTY GIS (TYP.) t ;s GRAPHIC SCALE IN FEET 0 10 20 40 PLANT SCHEDULE SHRUBS QTY 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 QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS PA 58 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 24" O.C. NOTE: - ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. - ALL DISTURBED AREAS, NOT DENOTED AS PAVEMENT, MULCH OR PLANTINGS, SHALL BE SEEDED AS PERMANENT LAWN. CHIPOTLE TREE CANOPY REQUIREMENT CALCULATIONS - SEC. 32.7.9.8 Required SF Cal ul ation Provided o 10% of gross site size ,� 0.30 Acre .10 = .03 Acre (1,307 SF) Requirement met by existing vegetation (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 Canopy Breakdown) 4,338 SF Tree Canopy Provided (Total) 1 1 41338 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage provided 9 lExisting To Remain 482 SF 41338 SF Total: 4,338 SF CHIPOTLE PARKING LOT LANDSCAPE REQUIREMENT - ENTRANCE CORRIDOR OVERLAY AND SEC. 32.7.9.6 Requirement Type Required Landscape Calculation Provided Trees 1Tree for every 10 parking spaces 21 Spaces/10 = 2.1= 2 Trees 4 Existing Trees to Remain Landscape Area 5% of paved area 6,098 SF x 5% = 305 SF 21011 SF CHIPOTLE ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT AND SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required West Property Line (Same Parcel) Interior- No Setback Required N/A N/A N/A N/A South Property Lines (Route 29 -Seminole Trail) 2.3 Large Deciduous Tree (1 per 35 LF) 10' Landscape setback along road. Large shade street tree (3.5" 10 114 Requirement met by existing vegetation 22.8 Shrubs (1 per 5 LF) Cal.) @ 35' OC w/ interspersed ornamentals (8' Ht.) & Shrubs @ 5' East Property Lines (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required CHIPOTLE ALBEMARLE COUNTY - MAX. PAVED AREAS TOTAL LOD (AC.) TOTAL PAVED AREAS (AC.) % PAVED 0.30 0.14 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 18 n IN z 0 W I O LM l N U Q � /zn V I W z ~ Q O:E U = 00 U N 00 O U)�� Q I z 0 O CD O z co-� Q cfl = I I W � D O cn 00 = w � y- W O 3: cJ a, Z CL N � O N Q le O N -ill J E IZA GRACE x' MACHEK LiC. No. 001682 scAPE Ag U0 N z D cn D U7 --D w O —� O LLJ N V / I__L Q M m m m Q �I`�^)J \LLJ Q z z Q Li O w _j 0 3: y U U W < T Z Q J 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE w FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS J v) - w - w W d J o0N UL a a W _ W Y U a � Q 0 LLJ 31�U/13 WLLJ �iL��1�V•li�� CP_1 01 U 2 lJ s �f _r r n, n Q J w 0 o o1.0 z Q U, w OJ z w U V) o z - __j o O dd U V � r Q) .- U r J r Q , J O U a E 0 n, O ca O O O n N c- '- - p U� fr, J U ,,, U n Q n O U _r, O E Yr En, Q n LO o N D `_' U a � z} a) J - n; l � n z Q ID J n < r J �n; � r 5 1 0 J 17 !n n� 0 n NU a� � n> n _ �n (DU n� 1.� J D o- i 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. P tY 6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing, P P 9 9, 9� 9, 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 period of one 1 P tY P P O calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed the original specification identified on drawings. Replacement planting shall extend the same warranty as originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of warranty period. 7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement by warranty shall exhibit characteristics of 30% dead -per individual plant, non-contributing or disease compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and continuous, densely established coverage. Contractor shall perform a site review at end of warranty period and provide the Owner with written documentation of the site, including plant health, warranty replacement items, and conditions that may be influencing plant health. Contractor shall remove from plants and site, all staking and guying material at end of warranty period. 8. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the work undertaken. 9. All material including planting operation appurtenances shall be of domestic origin manufacture and sourced within 100 miles of the project site. 10. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary resulting modifications to schedules are responsibility of the Contractor. PERFORMANCE SPECIFICATION I. 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. o bo nd circlin container conditions 4. Free of girdling roots or rot u / i g a 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: _ Concise Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B. Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C.Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D. Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than 3/ inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not' greater than 15% annual or perennial rye d. Coverage 85% 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 11. 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 12 0 calendar days old verifying that the product meets descr ibed 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 1. 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 g os 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 (Cornus 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. A�_ _... FM �oF ' \LL - SHRUB PLANTING. NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) - V 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 LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION STEEL EDGING CURB AND GUUTTER SOD 14 , FILTER FABRIC WWI NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED :PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25% OF THE STONES \__RIVER STONE 1 " =1'-0" NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING 'D' D' 10" O.C. 12" O.C. 18" O.C. 24" O.C. > > 36" O.C. D 48• O.C. 04 GROUNDCOVER SPACING ROW 'A' 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 20.8" O.C. 30.0" O.C. 31.5" O.C. W Q 0 cn z 0 w NOT TO SCALE O ro N N U Q z � v� o w z '- 0 Q :�i SET GROUNDCOVERS AND PERENNIALS o U 00 0 IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" Cn � 0 n NO � /� ^ 0 o SHREDDED HARDWOOD MULCH OR z N Q0 APPROVED EQUAL. �\ w z 00 D U' � MAKE (3) -1" CUTS IN SIDES OF THE w ROOTBALL ,~, , z EXCAVATE ENTIRE BED AND PLACE w w ~U) 0 3: " ',,,1`, �'� 'tip ` • PLANTING SOIL MIX PER PLANTING ,i. .•' ,i,,, ` �, ` r. SPECIFICATIONS N ,r' .......... . ......... PLANTING SOIL MIX -SEE SPECS p :- -: - - . .... Ln O GROUNDCOVER PLANTING N NOT TO SCALE - County of Albemarle Conservation Plan Checklist - To beplacedon Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. 1he followiggy ite s shall he skown on the. plan: L3 Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markinga El All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree.preservation and protection. measures shall be reviewed with the contractor on site. 4. Ea! ent Operation and Storage; 0 l-Ieavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect trees to be saved. 6. Fires ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7; Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the driplinc of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9: JEje Wells; ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval.. 10. Tr_egWalls: ❑ 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. Cleanu©: Protective fencing shall,, be the last items removed during the final cleanup. 13. Damazed,Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist.. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. IGNATURE (DATE) . CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06Page 1 of 1 � E IZA GRACE � V MACHEK LIC. No. 001682 �2 0, IZ)0'z ':-� ' EA z cn c O N 0 D W CD D O0 Cf) N 0 m � m 0 Q o m o Q \LIJ w z z Y 0 v w < _ () 0 0 U cn W - F= W CL � o� Q W � W �. LJ,J C) a LLJ 3�l�lla3 W SHEET NUMBER CP-501