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Home My WebLink AboutARB202200032 Plan - Revision 2023-01-170 O N N Q C 0 0 T N E Y O O J O L 3 N N U C 0 O N N Q C 0 0 T v Y C O 0 a 0 v 0 C O O Lo i J v 3 3 v .. J � L = 3 n Y � w E � N � L Q o J N Y° C L C N O a 1° a E c v o L O 0 E N � N J n � Q I � 4 o n O v a N J 3 o - � L E u O 3 =o I „ � v N � o h � v N n Y 'o N Y L E o 0E n o N v 'J C h — N m N V � N L 0 00 C C O N � E it N = C n o Y N C N U L �r :J N v 3 a O N O � J � N o� y c 0 �y n a N C v o n N � L 3 �s .N O 0 C N m E U or 0� PROJECT CONTACT LIST APPLICANT/DEVELOPER SHOPCORE PROPERTIES 3284 NORTHSIDE PARKWAY, SUITE 515 ATLANTA, GA 30327 CONTACT: JASON HORNE EMAIL: JHORNE®SHOPCORE.COM TEL: (404) 780-0768 OWNER NEW MARKET — HOLLYMEAD LLC 3284 NORTHSIDE PARKWAY STE 515 ATLANTA GA, 30327 PARCEL DEED BOOK/PAGE NUMBER 5125/209 CIVIL ENGINEER KimleyoHorn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT IONIC DEZIGN STUDIOS 3307 CHURCH ROAD, SUITE 200 RICHMOND, VA 23233 TEL: (804) 780-0070 CONTACT: EUGENE THOMPSON EMAIL: ET@IONICDEZIGNS.COM SURVEYOR JENNINGSTEPHENSON P.C. LAND SURVEYORS & PLANNERS s JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 COMMUNITY DEVELOPMENT DEPARTMENT 401 MCINTIRE ROAD NORTH WING CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 CONTACT: ANDY REITELBACH FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. ARB PLAN FOR ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT ARB2022-00032 VICINITY MAP SHEET INDEX VICINITY MAP SCALE 1 " = 500' FINALARB SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CV-101 EXISTING CONDITIONS CV-102 DEMOLITION PLAN CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN AND EROSION &SEDIMENT CONTROLPLAN CU-101 UTILITY PLAN C U-501 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 LANDSCAPE PLAN CP-501 LANDSCAPE NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 14 PROJECT DATA SITE STATISTICS PARCEL I D: 03200-00-00-04300 SITE ADDRESS: 109 COMMUNITY STREET ZONED: PLANN ED DEVELOPMENT MIXED COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED PROFFERS: ZMA-1993-00006, ZMA-1995-00017, ZMA-2001-00019, ZMA-2006-00007 EXISTING USE: RESTAURANT (VACANT) PROPOSED USE: RESTAURANT WITH DRIVE-THRU BUILDING SIZE: 2,325 SF BUILDING HEIGHT: 20' 8" TOTAL SITE AREA: 12.93 AC. TOTAL DISTURBED AREA: 0.30AC. TOTAL IMPERVIOUS COVER: 0.24AC. (83%) OPEN SPACE: 0.05AC. (17%) STEEP SLOPES: STEEP SLOPES - MANAGED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZON E "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA WATER SUPPLY WATERSHED: N/A SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON SEPTEMBER 10, 2021 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38'07'39"N LONGITUDE: 78°26'30"W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAHU6CODE: JR08 BUILDING SETBACKS FRONT MINIMUM: 10' (SEMINOLE TRAIL) FRONT MAXIMUM: NONE SIDE: SEPARATION IN ACCORDANCE WITH THE BUILDING CODE REAR: SEPARATION IN ACCORDANCE WITH THE BUILDING CODE PARKING SCHEDULE PARKING REQUIRED (13/1000 BUILDING SF) 30SPACES PARKING PROVIDED: 21 SPACES* HANDICAP SPACES PROVIDED: 2 SPACES * SHARED PARKING AGREEMENT IN PLACE WITH TARGET TDACCIr nATA AM PEAK HOUR TRIP (ENTER/EXIT) 3/2 PM PEAK HOUR TRIP (ENTER/EXIT) 18/15 VEHICLE TRIPS PER WEEKDAY 734 APPROVALS DATE DEPARTMENT OF COMMUNFFY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT w Q 0 z O w z M N M N U Q Z > O < Z QO U c O U N !r U Q Z A z O n of Io O Z N' Q = I I Z ~ o ! r � O N J C.O. � _ F- Y Z O J _ Y � J N � o r N Q N rn 0 N T� �� rj i RYA PERKINS LiC. No. 046565 OI/h/2a23 , w00 N wON I ccn U)m r a� Q 0� Q m m Q O z z Q w _ Y 0 a v 3 a U w (U/l O O U W W 2 U) 0. W 0 U W Q w zo > N� W J o0/�/ LL L/�L O � L.L 0- _ o_ LLI W U � � z 0 O w J w Ld m m z Q SHEET NUMBER CA-100 C N N O O a 0 C O x I v E Y 0 T 0 0 r 3 0 N ti c 0 0 a 0 `o x T E a c 0 0 a ° v 0 C O O N O r ° 3 c J 3 z Z o J =' 3 a it C � E 9 'o 0 H r a Y J c 0 v � u c x 0 0 � a a E o ° E `o n a I � o f n p o O 3 N E o s = 3 I `o � v V � n r� C O N � N > o :J n I J n Y w U Y p E y )o O c V O N C h V V m � m U O N co 0 � c m n E z C z - C J ° a N Y ° it Z � 9 � r a C J N W 3 a o m O � J � N O � L O y c 0 n n � C � o � U n � s m s 3 N �+ N J) s . N O p J r E m � 0 p o 0 r CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION GRADING OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT. EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT(ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 2. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 3. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 4. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2018 VIRGINIA CONSTRUCTION CODE. 5. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. w Q : O N M N U Q z � OLd ci 0 z Q O U c O U N d U Q I z o o n o Z N Q c0 = I I Z U) U Y Of 7 O N co J � _ F-: W Y r w w w z § O 3 J � a - Y N - O N Q ■ ,n M N N RYA PERKINS LiC. No. 046565 OI/h/2a23 , V O N O cnn (~n rl� Ld N Li00 F__ CN ccn cn m r a_ Q 0 Q m m Q o z z o W _ Y O V 0 w 3 < u S Ul O O U W W 0 Z J W Z rW V W Q W z o W J 10 L.L 10r' O /�� LL N� 0- < _ = 0_ IY W U LL 0 u Q U W J \J\ Q W W m Z Q SHEET NUMBER CA- 101 0 N Ln 0 i f� 1cn N48042'30"W - 60.01 - - SS JI 1 I I I I I I I / I / ac� I / I I I I I /I I O I I I I I I 1 1 1 I I I I 1 1 1 I I N 1 N I 1 I I' I 1 1 I II In In P`� I o� CP �tx G�oe�� / / / / co / TARGET CORPORATION / D.B. 2896 PG. 171 w PARCEL ID: 03200-00-00-043BO 0 0 N48042'30W 163.26' I ��o Ln Ld o � ti. o rp 50 �t �� 4 G� G-� �A r,:� /V — — _ 15"RCP ---- rill J / �� jl I�IIIIII ,11 1 1 , � I I 1 1 I 1 I I 1 I I , I , I I I , \ II 1 I I I I I I I I i I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 24"RCP ��,� O xOQ,/<DT0. F LEGEND BENCHMARK HANDICAP PARKING • BOLLARD SHRUB TREE SIGN ® DRAINAGE INLET DRAINAGE MANHOLE co CLEAN OU T �U UNKNOWN VAULT �s SANITARY SEWER V) UNKNOWN MANHOLE TP TELEPHONE PEDESTAL TR TRANSFORMER LIGHT POLE UTILITY POLE 0 ELECTRIC METER E❑ ELECTRIC BOX © GAS METER Du UNKNOWN MANHOLE SIAMESE HYDRANT Wv N WATER VALVE OHEOHE— OVERHEAD ELECTRIC WOODS LINE GRAPHIC SCALE IN FEET 0 5 10 20 �O� 0 O a a 0 C O T E Y O T a 0 0 0 L 3 a 0 N O c 0 a 0 0 T v Y T c 0 0 a 0 v 0 c C O O 0 i 3 0 � C z � Q +. J Y 3 z O L 3 C E V U U O Im > y m co T v v u n 0 Y � o Qa E o c E o N o n Q N I v o' -6 o F 0 n � v 0 O 0 0 N 3 o 6 = s 3 I � o v. h h � � C o > N O FL J n Y u Y U m a N 1 L `o Nv y o m � C V y v N m O y J C 0 O O c z N Q E J � Y N C Z .7 C - O J N O � C y L :J v v 3 O m O � J � N O � L O y c 0 � v n n C v o � u n � 5 c � L 3 N �+ N L 0 0 C E m J u or 0� / I / I I LINK I S411° 17'30"V i ' I — — — — — —T— — — SAWCUT LIMITS FOR UTILITY CONNECTION / W ------ / EX. 1" WATER LATERAL TO BE- f REMOVED UP TO BUILDING --SS —�—_� SS / EX. 1" WATER METER -\ / TOBEREMOVED / I � / EX. 4" WATELINE TO REMAIN — — / / EX. CURB TO F / BE REMOVED - / EX. TREE TO / BE REMOVED / I I / EX. VAULT TO I _------/ REMAIN EX. GATE VALVE AND WATER LATERAL TO BE REMOVED UP TO BUILDING � L NEW MARKET-HOLLYMJD, LLC 6 D.B. 5125 EX. TRANSFORMER PARCEL ID: 0320C TO REMAIN EX. TELEPHONE PEDESTAL TO BE RELOCATED EX. SIDEWALK TO BE REMOVED EX. FDC TO BE REMOVED SS I I 1 I EX. LATERAL, TEE, PLUG AND GATE VALVE TO BE REMOVED v rf �ti RR EX. CONCRETE WHEELSTOPS, /TRIO BE REMOVED P / BE REMOVED O 2 ON EX. TREE TO BE REMOVED ® c /.TO EX. CONCRETE STEPS AND AMPS TO BE OVED NHOLES AND CLEANOUTS REMAIN BE REMOVED EX. WALL �TO-Z-� BE REMOVED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I, — „ _ _ RIP -RAP ^ (TYP.) INV = 535.85 104.43' EX. CURB TO REMAIN (TYP.) z Oo I, {yi N ��C+1-7 I W O 1}� CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE (SEE SHEET CS-101) r SAWCUT LIMITS (TYP.) EX. SIDEWALK TO \ �241 S41"17'30"W _ 53.41' , ";.q� \ BE REMOVED \ a EX. CURB TO \ \ BE REMOVED \ \ \ I a \ EX. SIGN TO \ \ BE REMOVED' ® EX. SHRUBS TO \ \ \ \ \ BE REMOVED \ \ \ \ p \ \ \ LIMITS OF DISTURBANCE: 0.30 AC. \\ I \ \ \\\ ��CCyy EX. 6" SANITARY \ \ \ LATERAL TO REMAIN \ \ \ \ \ IZ \ \ \ \ \ EX. ROW OF SHRUBS ono \ \ \ \ SS \ \ \ T, 0 BE REMOVED / I_p� \ \ \ \ \ a - EX. SIDEWALK TO �� 0\ �n BE DEMOLISHED \ Lv _ ,ray BM #2 \\\\ \ \ \ \y N CORNER OI1 \ \ SS ELEV=542.74 Ij TARGET CORPORATION \ \ \ \ \ \ - EX. WALL TO II D.B. 2896 PG. 171 \\ BE REMOVED 11x TOP=542.55 �° PARCEL ID: 03200-00-00-043BO \ \ 2 °f IIINV=236.75 N \ \ EX. TREE TO ® EX. CLEANOUT = — -TO BE REMOVED �-EX. ELECTRICAL METERS AND BOXES TO BE REMOVED EX. BOLLARD TO 0 BE REMOVED (TYP. OF 5) J'P'MIHOLE TRAIL SWBCORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 REMAIN _ , EX. CLEANOUT TO BE REMOVED Ix EX. 6" SANITARY i LATERAL TO REMAIN i EX. BOLLARDS TO BE ' I _ — —REMOVED (TYP. OF 2) I I I NIP EX. 6" SANITARY LATERAL TO BE REMOVED 1 FROM THIS POINT UP TO BUILDING EX. TREES TO OP-5p.62 L .5 5.90 —REMAIN (TYP.) — _ — J i TOP=526.42 FL=522.30 I UF'=5zb.16 INV IN=521.45 INV OUT=521.30 N .-0 TOP=526.26 FL=520.40 g ssss SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 O,Q �y NOTES: 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS. 5. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. 6. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 7. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. LEGEND: CURB AND GUTTER TO BE REMOVED SAWCUT LIMITS — — — — — — — LIMITS OF DISTURBANCE (0.30 AC) — — — — — UTILITIES TO BE REMOVED OR ABANDONED w Q ofz O M N M N U Q Z > O �i o ui Q O U c O U) N Of U U) Z oolc'\o n Z N Q c0 = I I zU) r Of 7 O N N J � _ F- W Y Z O J ( _ a Y N J N o r N Q N 0 N RYA PERKINSS LiC. NO.046565 OI/h/2a23 , V O N O cnn V) rl� w00 N wON ccn � a_0 \ Q �_ cn Q m m r m O z z 0 W W CD Y 1 0 a U)a w (U/l O O U z J I..L z 0 J 50 G W n v ) a W o 1� W J o0�/ LL O I..L N� 0- < I- =LLI IY W U LL 0 O W J \J\ w Ld m z Q SHEET NUMBER CV-102 OR 0 ,n ¢ ° C O i v E Y 0 T a ° O I APPROXIMATE LOCATION OF EX. 20' I 7 PERMANENT DRAINAGE EASEMENT s I Y I I APPROXIMATE LOCATION OF EX. 20' PERMANENT DRAINAGE EASEMENT 1 / APPROXIMATE LOCATION OF w 6 EX. 20' UTILITY EASEMENT Li D.B. 2790 PG. 459 RR / I -------- z 1 ��I I I NORTHING: 3934123.19 / ° -D I - - - - - EASTING: 11499619.44 o S411-17'30"W 104.43' 2� v APPROXIMATE LOCATION OF II / I Y EX. 30' ACCESS EASEMENT I �0 �' / / 41 34' ADA SIGN 00 co (O/STgNC I ANDEXISTRIPINGNGTINGV PAVEMENT (SEE SHEET CS-501) I ADA PARKING SYMBOL N o - - - - - - - - I I F TO I I (SEE SHEET CS-501) 10 o -- - - - - ------/- ARFST � NF ---- / CONTRACTOR TO RESTRIPE EXISTING 0 1 PARKING SPACES AS NEEDED FOLLOWING MILL AND OVERLAY 9.0' 9.0' 9.0' (� o APPROXIMATE LOCATION / / FCnO CONTRACTOR TO MILL AND OVERLAY, OF EX. VARIABLE WIDTH / / N� r ACSA UTILITY EASEMENT / \ ACCESSIBLE PARKING SPACES TO 'o D.B. 3258 PG. 199 / / <^� \ ,� ENSURE ADA COMPLIANCE SAWCUT LIMITS FOR UTILITY CONNECTION. V - I 5' CROSSWALK. NORTHING: 3934162.06 CONTRACTOR TO REPAIR PAVEMENT TO MATCH '00 (SEE SHEET CS-501) EASTING: 11499733.44 = - - L - - - - - EXISTING DRIVE AISLE WHERE APPLICABLE I I \ L --------------- -/-------- i TIE To N \\ S41e17'30"W _ 53.41' Thy 3 / VDOT CG-12A RAMP \ \ - - 0 EXISTING CURB 5 TIE TO EXISTING CURB R10.0' R10.0' - - - - - - - \ R1-1 STOP SIGN AND R5-1 "DO NOT ENTER" SIGN - - - - "LANE IS FOR DUMPSTER ACCESS o'' �. (SEE SHEET CS-501) Q E - - - - - - ONLY AND NO THRU TRAFFIC IS PERMITTED" SIGN (TYP. OF 2) I� ri \ \ 18" STOP -BAR I \ \ / I 200 SF PATIO N A \ (SEE SHEET CS-501) \ \ APPROXIMATE LOCATION OF N / PROPOSED SIDEWALK \ \ I EX. 20' UTILITY EASEMENT y / (SEE SHEET CS-501) (SEE ARCH. PLANS) TIE TO EXISTING CURB. CONTRACTOR \ \ D.B. 2790 PG. 459 LTO REPAIR AND REPLACE CURB AND \ o / PROPOSED LIGHT PROPOSED FENCE \ - / POLE (TYP.) 6" WHITE STRIPE (TYP.) " ' (SEE ARCH. PLANS) - GUTTER AS NECESSARY - - - - - - - - - - \ \ \ �0 I I L!1 \ ° APPROXIMATE LOCATION I \ \ \ OF EX. VARIABLE WIDTH I I CONCRETE CURB CUT \ \ \ \ DRIVE-THRU ACSA UTILITY EASEMENT I WINDOW �d CONCRETE DRIVE AISLE \ \ \ I \ \ \ a D.B. 3258 PG. 199 ° APPROXIMATE LOCATION OF EX. 20' \ \ \ 12.0' 11.0' 5.5' S.0' o PERMANENT DRAINAGE EASEMENT I \ 1 ' NEW MARKET-HOLLYMEAD, LLC I PROPOSED t2,325 SF n D.B. 5125 PG. 209 FE'CHI544.1 I , ° \ \ \ J °o I FFE: 544.19 \ PARCEL ID: 03200-00-00-04300 DRIVE THROUGH I 1O \ \ \ 5.1' \ LENGTH: 206' \ ° u, "LANE IS FOR DUMPSTER ACCESS T 5.7 .11.0 E ONLY AND NO THRU TRAFFIC IS w \ EX. TRANSFORMER EXISTING PAVEMENT n -o PERMITTED" SIGN (TYP. OF 2) -P ¢ DIRECTIONAL ARROW (TYP.)I- R15.0'AND STRIPING (TYP.) N ° EX. TELEPHONE R15.0' PEDESTAL I (SEE SHEET CS-501) A m a 0 0 4" WHITE STRIPE AT 45' WITH 7' 13.5' I CENTER -TO -CENTER SEPARATION o 9.0' 19.4''...: BM /j2 3 R15.0' '-33.3' ' n pl NE CORNER D r CONCRETE STEPS AND R15.0' 7Q OF D.I. 20 0' I SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. REFER TO SHEET CS-501 FOR DETAILS. 5. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. HVAC UNITS TO BE ROOF -MOUNTED AND SCREENED FROM VIEW, SEE ARCH. PLANS. NO EQUIPMENT WILL NEED TO BE SCREENED. ° s STAIR HANDRAIL 1n ELEV=542.74 I TARGET CORPORATION N 3 5' CROSSWALK. .A to D 'I D.B. 2896 PG. 171 0 o (SEE SHEET CS-501) ♦` b �'✓e .' ° c,4 PARCEL ID: 03200-00-00-043BO CLEARANCE BAR o �� ° 0) (SEE ARCH. PLANS) ° TIE TO EXISTING CURB Z ° LOOP DETECTOR (TYP. OF 2) �' R2.0' y o (SEE ARCH. PLANS)=WALL K / APPROXIMATE LOCATION OF EX. 20' n FL / / PERMANENT DRAINAGE EASEMENT EXTENSION OF BRICK SCREE- - 18" STOP -BAR / a APPROXIMATE LOCATION OF EX. (TO BE DESIGNED BY OTHERS TO MATCH EXISTING) --_(SEE SHEET CS-501) / 5 .� STORMWATER MANAGEMENT EASEMENT ;�I n PROP ED DUMPSTER 6" WHITE STRIPE (TYP.) I Y- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �I L Y y 17' EXISTING SCREEN WALL R1-1 STOP SIGN AND o (SEE ARCH. PLANS) I R5-1 "DO NOT ENTER" SIGN RECYCLE TOTER (TYP.) 4" WHITE STRIPE AT 45' WITH 7' (SEE SHEET CS-501) E o (SEE SHEET CS-502 ) CENTER -TO -CENTER SEPARATION -- n CONNECT TO EXISTING o NORTHING: 094.45 y SCREEN WALL toEASTING: 11499891.35 1.35 � T - N NORTHING: 3933974.44 v EASTING: 11499787.07 ` V ZNo N N \ O E SEMINOLE TRAIL SWBCORNER U. S. ROUTE 29 OF D.I. Z (VARIABLE WIDTH R/W) ELEV=526.44 C Q O Z N ° SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" E AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) E GRAPHIC SCALE IN FEET .� 0 10 20 40 ,e O,QT N O m T O � J � N m O � L O y c 0 n n N N ° c 0) O L () n ° C 0) y z 3 0) N � t O S C N m E U ° o o� SITE LEGEND LIGHT DUTY PAVEMENT SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE DETAIL ON SHEET CS-501 HEAVY DUTY CONCRETE SEE SECTION ON THIS SHEET g1 A. ° o d A VDOT STD. CG-2 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 2" SM-12.5A SURFACE COURSE `8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE INSET SCALE: 1 "=80' do PQTj�, Lj Q 0 ofz o N C4 U ¢ Z > O 1r ILLI z Q O U = N 0 U c O N d U ¢ I z A z o n O Z N I = Z ~ O } OfcoJ O N � _ W Y Z O J _ Y o r N CN On 0 N RYA PERKINISS LiC. NO.046565 0I/h/2a23 , V O N O cnn V) 0� w00 Q N wON I ccn cn m r a_ Q Q m m o z zCD 0 y Y 0 a v1 a w (U/l O O U Z J 0- LU I 4 k ¢ d 1zYzs E ewy sc • Sr.ei € ' - MAIL IG u 6 ' ,� 8 % 24' 24' 15 24' 2W' 1S' 24' 21' 1 . 9'1;- mRy 24 _ - a,ssW sP » PPe SSP 50 ® Sgp SB Aa •` I11 jTI� - A N A s e � v I BAIWBW '.w Icy,. IIIII�1I III yI'-yIII IIIIII� • • O ..1 • • ! �I �I' 1 I I I I 1 I I I 1 I I - ^E - a a • CancntI n :9 Dumpsle P E Fe y Y' A \V A • ITre) lY TmA T - a4 `it Tse q U . Tp. C CC --- - Q _ oo o� _ �.„ on BWrua o I I I z 4? �_� is �. FFYP W ` YA W51 ,y .• UF 58.5 4 I' I • P" 4 y BOW= -7 / TOW = 54B.4 BOW = W.4 N 1P' TP*6 DFdll, Tp •_r. TOW=549.4 -Lo. 4 r e .. x. O .b u N a 15¢ •• • R 1 W IIIIIIIIU -�� UJI ffi "� 1 M Xel Fnl" S9n - `��-w-... �.� Tom--_ - s F o LLJ w'.•- ru y ST-13A - E Slw' _�- "5^ M sT Suc1 �- O • y F 12 ' OW-F LL z y sqn i OLIJ 4' �lU' 1 b b .•.t® 5.6 244 w,F a lY FUTURE REIOCAIEO t .� •. f•..n, ..1,n ...: .;,� �. ;tY 1 1 IDID% J PARKING SAPGES FROM ANNOR B PARKING lOi i$0' � T uj 1 1 1 OUTPARCEL B1 FUTURE OUTPAACEL 1 24' 16 14.200 SF .. FFE = 5498 25 W' p"mmmt ISasbn b R' + 9YApe EC o 5B Sprinkled Use: A3 O Future Ovt"P N], re mAq Ml 1�' LLJ ® 3- tYeY1 LwEin9 $wv J 15 2 6 w taD' Q uu,�menr 6f• • Water puvlitKSwOIE 5,600 a W _ 7W <?Z R29 , _ r / 'Y nrr. rmorv.rri� 7 PROJECT AREA t Q ;r----- U.SIN ROUTE tL%7s'LCU ll �' ------------------------ t.l-w-•••>-'•=a-- r •-•- - SHEET NUMBER ND5 b Thb•WWoa dFw---------- R•N ---------- v-s to CS-101 C } m N N O_ U w N < CENTERLINE OF DRIVEWAY Q o S�o� pC o 0 5 5 SQ PG\\,G kqC� FOR 0 30 SAWCUT CONTROL JOINT GO�O� 4" CONCRETE, MIN. 3000 PSI STRENGTH T E 0 Y 4" COMPACTED VDOT TYPE I - SEE CONCRETE #21-A STONE BASE V) o SIDEWALK SECTION BROOM FINISH 0 "�aal9l,,.i �� r'iil, tll Ci tr �Vq,V - _ LLI ° s �� 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= ,� � —III—III—III—III—III—III—III—III—III—III—III—III—I e y o COMPACTED SUBGRADE o 4 (WHITE LEGEND, RED BACKGROUND) GEOT CHNICALEFER TO REPORT FOR a FINAL SECTIONS AND DETAILS z TWO COATS WHITE APPLY 1/2" THICK PRE -FORMED PLAN SECTION ° REFLECTIVE TRAFFIC PAINT EXPANSION JOINT FILTER C O O M DIRECTIONAL ARROW DO NOT ENTER SIGN (R5-1) CONCRETE SIDEWALK L•■ z _> Y w Z O 18"x12" R7-8 SIGN TYPICAL AT ALL z o GREEN LEGEND ON WHITE o ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL a o m c RESER�D ON BLUE ON WHITE ¢ o PARKING BACKGROUND o w o o o_ c o mo 1.5' 2.0' ^ a w o W ° 7 N J ADA SIGN POST z o cn o (PER DETAIL) a = w Y o 12"x6" R7-8P SIGN z 1 w w o� y TYPICAL AT ALL VAN GREEN LEGEND ON o a a BACK OF CURB - ACCESSIBLE SPACES WHITE BACKGROUND ¢ w Y 3 VAN ��T a n� 3 ACCESSIBLE o 0 O =C4Q vi 12"x9" PENALTY SIGN o Y (AS REQUIRED BY STATE M wQ OR LOCAL CODE) o E w 0 STRIPE WITH 2 COATS OF WHITE °o REFLECTIVE TRAFFIC PAINT STRIPE CROSSWALK WITH 2 COATS N WHITE REFLECTIVE TRAFFIC PAINT y TB 0+y, u NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. RYA PERKINS N ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING U LiC. No. 046565 a _oo a 30" ANAL `° SIGN PER PLAN N 5/16" BOLT IN 3/8" ° v E (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) SHAPE AND SIZE VARIES U 0 N 0 N V1 of a w O O = mLn w N Q N �\ cn m r / \ I a� Q� a o n m CD o a N a w °, ADA PARKING SIGNAGE D o W I o o a°> s (PER DETAIL)0 M _ 2.0 MIN. IN SIDEWALK \ / I .. AND PAVEMENT AREAS m o '� L o - - z VARIES 2" I.D. SCH. 40 °a 3" GALVANIZEDIn GALVANIZED STEEL PIPE > SQUARE TUBE ~ UI a o _.. U 'J (WHITE LEGEND, RED BACKGROUND) y O D Y y USE 4" SCH. 40 STEEL PIPE _ STOP SIGN (R1-1) w o FILLED WITH CONCRETE WITH o 0 0 E TOP ROUNDED. PAINT TRAFFIC o m rl o YELLOW IF SIGN IS WITHIN '� p 0 N PAVED AREA OR SIDEWALK 0 R=4" N O 0 0 SLOPE TOP OF PAVEMENT / M 'N CONCRETE FINISHED GRADE N - O 0� N 2 COATS OF 4" u GROUND / PAVING SURFACE WIDE BLUE TRAFFIC _ _ -III- y PAINT (TYP.) o c o III I •:II —_I ''=III-III-11�= �II, _:IIII CD LLI Lu f j ': -11 10, Q 1 o ao II?III a z 0 4000 PSI CONCRETE I v 6" DIAMETER III ''•" = w I °: CONCRETE BASE LIJ a- � " 1.5 6" J O v ° a R=14 0 N LLL J � O o a - NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA LLI N a ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST w w :F �o � O �� s w � 3 J s Q 0 0 /I 1 I J v LL m ° Z Q m SHEET NUMBER O r CS-501 a ~ C } m N N O_ u W N Yi Q O C O C O T W E Y O T V) d p z Q O t W 3 O N O C N N O O O N Z O C O c `o EXIST. WALL TO REMAIN > NEW WALL O M N a L C4 N EXIST. WALLTOREAMIN ¢ E Z O w� c T.O. PARAPET p —_ ir�r��L��ei.®�e.37r'i� ¢ o !— N N N ii 17�'U , CC) O U) M U U wi N N N N Ni N N N iN N! N N Ni N Ni N Ni N! 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III IA•�.•=�i i �• •�•m_z 0.�i i Y�i �N�i��i�iNiiwiiNiiiwii_iiwi_iiiw�iiN�i�i�iiiiii—i�i�iN�i�iwiiiiiiii—i BRICK ROWLDCKTO �Y—Y_�iY�_i_Z—i_Y_i i_�iYii�i—aZ—a�iY i_—ieiiw—_i��aiiwY_—Yi—iiai�iiii Q O MATH EXISTING O N NwNNiiw—iii-- N —iiii iii�_i��iN Nii�i.�•��--- its N w wiwNNi w NwNi---iiii— NN�iw�� -- iiii—i BRICK VENEER TO •.1.•.- "> N MATCH EXISTING O iAiAiiiiiiiiiiiiiiii��iiiiiiii�>��i�=�iiiiiiiiiiiiiA�x�iiiiiiiiiiii�iAiiiiiiiiiiiiiA��iiiiiiii N U � wi iii w w iw iii w wi iii w wi iii w w wi w wi N ii w w N iii w N N iii w iii w w N wi w w w Ni w O O o 0 EXISTING WALL AND DUMPSTER ENCLOSURE WALL EXTENSION w A30 VIEW FROM SEMINOLE TRAIL Q (!) — N J c Z_r: Q C Lu W Q N I— \ O 1N � C e r L/'u� N O N i L LI a— N U c y J O m o0 p J N C � 1^1 a— N W O O L Y N O N < I— Q o W N y Lu T �0 y Z �� o U O s u m s LLJ � 3 J O O s Q /I 1 I L J 0 0 LL p� Z Q m D SHEET NUMBER O O S-502 o a r ~ N! N N N N efL __ AAAAA __ AA"S1Qi.ee. iN Y5 ip�A�AAAiZioiiiw�Ai �iiZAAce N N !!! N Nu _�•iiiiiA�.��.A__��_Z_�Z��__�_ i�.i iiiiA>•.�__�_Zc` N! N N N M N t o / / � I U / o / I C _ ////--------------- - 546'�I p a - I T I n I° 0 I s I p 3 I _ SAWCUT LIMITS (TYP.)- L W ALL EDGE OF PAVEMENT ELEVATIONS- ° SHOULD MATCH EXISTING PAVEMENT -SS -------SS - ---SS a SAWCUT LIMITS FOR UTILITY CONNECTION. CONTRACTOR TO REPAIR PAVEMENT TO MATCH _ ° EXISTING DRIVE AISLE WHERE APPLICABLE _ 3 0 0 0 z = Jw _ Y W 543.38W 544.24 W W n n FS E TIC Q C 544.031= X ° TC ME nor �--� o � 3 ,c I 1 ° I- - 1 3 '` 0 1 1 1 1 543.93 ° y I 1 1 - I a TICII I PS .3 I I II r 544- °7j I N I 1 = Ij x 0 O 0 ic I I / I 7i y I ---- I I I �° I x 31 ------ I � h y o E 'MEND, LLC i a- x 20 :J N I rl D-0 -04300 /SF a E 542.79 s TC U 3 � O I v ° X 542.56 2' TIC TO F O N o i c a - x o � n Z w I /•-----� I-Lo,�/ J N - 1 n N yr} Y 542.21 Z o I X TIC J c -I_ L Q 0 / ►s x If 1..541.80-- 7z0 ° 541.76 o Q E/z`=Ken " I __ TS_L U c X SCREEN WALL TO FUNCTION AS RETAINING WALL IN THIS AREA -1IIIITR= ' 0 ° (TO BE DESIGNED BY OTHERS) SF ° RIP -RAP r (TYP.) IN V = 535.85 N o �\ -535- --- „\3��AE - - 5 m � ' ° o 4 U _ C E 32 D o 531 N � -530 o r 2-~ I I CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE 544.50 544.45 I -P P �-- SS DRAINAGE AWAY FROM EX. WALL TOWARDS INLET I I 0 I 544.48 544.48 P, \ P LL CONTRACTOR TO RAISE RIM OF EX. MH TO PROPOSED GRADE _ _ .F44- - / 76 0W i CE -ICI =I I �- J4J.J1 FSME 3934162.06 11499733.44 S 41 0`1�7' 3 0 "W APPROXIMATE LOCATION 'OF WASHOUT AREA (SE -SHkET CE-502) \ \ \ \ \ \ \ -2 CONCRETE CURB CUT ~(R \ SS 543.50� \ TC ME �� \ 543.34 �\ TC ME 543.84 \ TIC \ \\\ 43.29 \ \ \ fC ME \ \ .543 5 3_41= \ \ \ \ \ \ \ \ \ \ \ SS \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ LIMITS OF DISTURBANCE (TYP): '542\ \ 0.30 AC. I SF �� i Io B M #2 - / I NE CORNER OF D.I. ELEV=542.74 ITOP=542.55 INV=236.75 II Y CONTRACTOR TO INSTALL 30�� ■ TRAFFIC RATED NYLOPLAST INLET II II \ TP i41.15 t�� i C M,S � _ TO EX. PAVEMENT' i i 40.63 - 540� ME / -_-------------- I/� I I= .. I I h A� \ - -531- - - )P=539,g� L=-515.90 GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION ME: MATCH EXISTING FF: FINISHED FLOOR ELEVATION HP: HIGH POINT ADA ACCESSIBLE ROUTE GRADING NOTES 1. ROOF DRAINS TO SPLASH ON GRADE. CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO STORM OUTFALL. 2. ADA ACCESSIBLE PARKING SPACES ARE SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 3. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 4. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF DISTURBANCE AND ENSURE POSITIVE DRAINAGE. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE 3.02 CONSTRUCTION ENTRANCE CALLOUT CE SYMBOL QUANTITY 1 EA. 3.05 SILT FENCE SF 250 LF - X - X - X 3.07 INLET PROTECTION 3.31 TEMPORARY SEEDING TS TS 0.30 AC. 3.31 PERMANENT SEEDING PS PS 0.1 AC. 3.38 TREE PROTECTION TP 140 LF TP TP El 0.30 AC. LIMITS OF DISTURBANCE PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 6. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 7. INSTALL FINAL LANDSCAPING AND PLANTINGS. 8. SITE CLEANUP/DEMOBILIZATION. GRAPHIC SCALE IN FEET .L 0 5 10 20 O,Q �y ofz o N IM N U Q Z> O LLi o z o U = N � 00 Uca O N � 7 U Q z o o c o Z N Q co = I I ZU)ter Of O N co J � _ F-: W Y Z O Jof_ Y � J N o r N Q N In 0 N RYA PERKINIS LiC. No. 046565 OI/h/2a23 , 00 wLd O N wON ccn < > r a_ d� Q\ 0� Q m m o z z o y Y 0 a v a w (U/l O O U 0 J 0 z 0. Z °6 z Qz0z a. - < �0za. Z O� W 0 W N� 0 V LLI v 1 VJ Q LIJ 0 i� 0_ LLJ J o0�/ LL O 0 0- 0- LLI LlJ U LL Z Q o LIJ J Q LLJ W m z Q SHEET NUMBER CG-101 0 0 Q C 0 C `o T v E Y O T a 0 r 3 a 0 N O C y N O a 0 O T v Y T c 0 0 v 0 0 0 O O `0 i C 3 3 C O Z y ¢ 3 J Y .. C J E _ o 0 J � H 5 c o v rn c � o N d o n 0 i a E :J c 0 v 0 EE v n � F 0 v n 0 0 L N J o 3 O � U E s - 3 0 = o � v v � o 0 o a n I J Y � a N Y v L E , �c 0 V � N N V 4 V � � N L O O J +' c N 7 E Z ¢ C J � 1 U Y m - O J _ C L J C J N v 0 a O m O � J � N N O � y c 0 n a v 0 N O L U n � 5 c � L 3 N �+ N L 0 0 C E T] J 0r NORTHING: 3934123.19 .FASTING: 11499619.44 / S411°17'30"W ;,00 EX. HYDRANT / AVAILABLE FIRE FLOW: 1344 GPM / - SS �` - -� - SS / / EX. 4" WATERLINE ------L------- i $-►�- WW -� CONNECT TO EX. 4" WATERLINE WITH / 4" TAPPING SLEEVE AND VALVE 3 / I I / TAP 2" DOMESTIC WATERLINE / INTO PROPOSED 4" PLUG / I / 1.5" DOMESTIC WATER METER - - - - - - - (2) 2" 22.5' HORIZONTAL BEND I PROPOSED LIGHT - 3 POLE (TYP.) - NEW MARKET-HOLLYME D, LLC D.B. 5125 PG. 20 3 PARCEL ID: 03200-00-00�-04300 2" 45' HORIZONTAL BEND 1 92 TOTAL LF OF 2" SCH. 80 PVC DOMESTIC WATERLINE 2" 45' HORIZONTAL BEND - - - - - - - - - - - - - - - - - RIP -RAP ^ (TYP.) INV = 535.85 SS ourp Is llopoll v 11'11 1p� �y, 6" PVC ® 1.457 GT 1 / -INV IN: 539.23 6" PVC, 1500 GALLON GREASE TRAP (SEE SHEET CU-501) 10) I O \ \ I O I \ NORTHING: 3934162.06 EASTING: 11499733.44 \ S41`17'30"W 53.41' \ \ \ \ \ SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) \ F \ \ \ \ \ \ B1 & B2 SEE BUILDING PLANS FOR SANITARY CONNECTION _ LF OF -12 4" PVC ® 4.05% CO 5 - -RIM: 542.39 / INV IN: 539.69 4" PVC I LOOP DETECTOR (TYP. OF 2) \ \ \ \ \ 12 \ RIM: \ INV IN: 6" PVC \ \ \ \ -EX. 6" SANITARY \ \ \ \ \ \ SEWER LATERAL \ \ I� \\\\\\ \ ((\\\\\\ N c.i \\ \ \\ O BM #2 \\\ \ NE CORNER 1 \ \ SS OF D.I. f \ ELEV=542.74 TARGET CORPORATION \ \ \ \ UTILITY QUANTITIES WATER QUANTITIES: 2" SCH. 80 PVC DOMESTIC WATERLINE 1.5" DOMESTIC WATER METER 4" PLUG 2" 45° HORIZONTAL BEND 4" TAPPING SLEEVE AND VALVE SEWER QUANTITIES: 6" PVC SANITARY SEWER 4" PVC SANITARY SEWER 6" SANITARY SEWER CLEANOUT 4" SANITARY SEWER CLEANOUT 1500 GALLON GREASE TRAP (SEE ARCH. PLANS) II I� D.B. 2896 PG. 171 \ \ 30 LF OF / OP=542.55 W PARCEL ID: \ \ \ \ 03200-00-00-043BO V' PVC 0 2.65% IIINV=236.75 N \ CO 3 (TRAFFIC RATED) c RIM: 540.71 n NV IN: 538.90 6" PVC III i NV IN: 538.90 4" PVC CO 4 (TRAFFIC RATED) SS RIM: 539.91 INV IN: 538.50 6" PVC - - / ----I I- NIP G\S CONNECT TO EX. 6" SANITARY SEWER LATERAL WITH TRAFFIC - F^oro 27 LF OF RATED CLEANOUT. EX. =SDP200300081 INVERT IS AN APPROXIMATION BASED ON 6" PVC�1.457 AS-BUILTS. CONTRACTOR TO CONFIRM LOCATION AND INVERTS INVERTS OF EX. LATERAL PRIOR TO CONSTRUCTION OF FL=.&5'5.90 VC ®1.45%�----------� 104 1 1 2 1 78 30 4 1 1 LF EA. EA. EA. EA. LF LF EA. EA. EA. UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. INSTALLATION OF A KNOX BOX IS REQUIRED. CONTRACTOR TO COORDINATE BOX LOCATION WITH THE FIRE MARSHAL'S OFFICE. 4. CONTRACTOR TO CONTACT ACSA 3 BUSINESS DAYS PRIOR TO SCHEDULING THE WATER UTILITY WORK. 5. THE PORTION OF THE EXISTING MAIN, TO BE ABANDONED, SHOULD BE DONE AFTER THE TAP IS MADE. 6 z M N M N U Q Z > O cniui o Z o U = N :2 U c O N d U Q I Z A O O n of O Z N Q co c0 = I I Z U) o a O N coJ � _ F-: W Y Z O J ( _ a Y N J N O r N O N RYA PERKINS LiC. No. 046565 OI/h/2�3 w 0 CD 0 O N LJ � \ Ln m } a Q Q\ Q m m O z z Q W Y 1 0 W a 0 CD a w u O O U v / a W 0 _ ssss TOP=526.18 W TOP=526.42 INV IN=521.45 w 0- FL=522.30 IIINV OUT=521.30 SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" J II O O AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) ILL. IIA O � � II� w II = LLI Ir TOP=526.26 I-L FL=520.40 O 0 LLJ J Q GRAPHIC SCALE IN FEET w w 0 10 20 40 m z Q SHEET NUMBER CU-101 U C N N O Q ° E T E Y O T 0 0 Y 3 v L 0 O a `o T v Y T c 0 0 a ° ° 0 c 0 0 O O N O ° 3 m J 3 Q � 5 r 3 J � > E 0 f n I s J c ° a> c o i 0 0 �a Q E N � - C o ° E `O n v Q � I � v o O O n _ d � a J v ° O 3 N E ._ L O L = 3 0 � v J . � o > o a I ' J n Y w U Y n N N E y � o n T O V O N C � y V c U V N \ U v 0 C `o o „ � c v n E J � Q N 'J c O N J _ _ C � L 0 n � J :J v v 0 a o O � J � o ° L v y c 0 � Y n a v 0 v o � 0 n � m 5 � 3 v L 0 0 J y E m � 0 p o or 0� SANITARY SEWER PROFILE FROM BUILDING TO CO 4 556 556 a >a 552 io a 552 Ln CR o U O M > nl M'0 O >a Lo LO M a -0 O > _ W (OM 548 �Z o,ei,zz 0It9! a f' aato 548 V_1 Q .-M6 �_�� a m K MrCY, 0*0 � ae �aD o a0 a0 O ? \O i L-)li 0LHo O �pO Lo � U N rn Z Z p H� 0.M 544 2 544 > UK-- z z SEE BUILDING PLANS z ? FOR SANITARY F > ---CONNECTION PROPOSED GRADE 540 - 540 1 LF OF 6" PVC 4.42% 27 L OF 15LFOF 6"PC01.5% 6" �VC ® 1. % EXISTI G GRA E 536 4 LF OF 536 6 PVC ® 1.45% 9 LF OF 534 1 6" PVC ® 1 45% 534 In+nn 11+nn SANITARY SEWER PROFILE FROM BUILDING TO CO 3 552 552 > a o a: � 548 N o'a 548 V to <O O Q a : 0 MMK K 0 * . l0 ItO N=> a H U 0 0 0 N Lon �^ MM 544 " - Mo ~ Ln.. L R 544 .. E r\ U� A>>> Z Z Z 540 540 1 LF OF EXISTING GRADE 4" PVC 4.05%_!;�4pp 1pnqrn GRADE 30 LF OF " PVC ® 2.65% 536 536 534 534 L 07 Ln 10+00 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) I ENGINEER RyanPerkiis, P.E. DATE: 1/17/2023 PROJECT NAME: Chipotle - Hollymead Town Center CALC. BY: RP TYPE OF CONSTRUCTION: NONCOMBUSTIBLE C-3 Class of Construction Coefficient = F: 0.8 GROUND FLOOR AREA: 2,325 #OF STORIES 1 Total Floor Area = A, (effective area) 2,325 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 5'0' 3'B' 2' 3'1' 510, 3'8' 3' 5' MIN, ' MIN. 61 MIN 4' 5' MIN. 12' MIN. GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, FIRE AREA CONSIDERED Construction Factor Ci = 18 (F) (Ai)0 5 Ci : 750 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 Fa (Worst Case) Occupancy Factor - Oi : I SIDE VIEW • d ' e _- 0 ra d 6" MIN. f 17.5" - I 6" MIN. a'. a. d .. ..d .. a A. 60" _ I EXPOSURE (X) AND COMMUNICATION (P): 36" X1+P1- 0.00 X4+P4= X2 + P2 - X5 + P 5 = d X3+P3- X6+P6= 18 MIN. ' • '•s--17.5"-►•I (X+P)I -1 .0 + E(Xi+Pi) 37` MIN. (Max X+P)i=1.75) 1.00 DOOR HINGES T7 (n=NUMBER OF S[DES OF SUBJECT BUILDING) I , MMSYPA. 12" MIN. ' !• 1,75' DIAMETER DRILLED NEEDED FIRE FLOW I I HULE FOR TOUCH READ QD NFF - (Ci) (Oi) (X+P)I NFF - 750 I I Automatic Sprinklers: NO Reduction Factor: 0% % X NFF - - 0 C i TOP VIEW IN,I TOTAL: 750 I 3" DIAMETER FLAT NOTES: I I BEARING SURFACE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. Required Fire Flow- Rounded: 750 gpin I LIFT HANDLE I UNDERNEATH 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". " I I MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8. L- _ _ _ _ _ _ _ _ _ _ z4' X 36• 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED I ALUMINUM ACCESS Fire Hydrants Required*: 1 HATCH WATER PROOFING COMPOUND, I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT TYPICAL METER VAULT TYPICAL METER VAULT (1 1/2" METER) 0 /.�;l SIGNATURE: t P,E, N,T,S, FIG, W-7A NTS FIG. W-76 * COMMERCIAL AREA REQUIRES 350 FT. MA4IMUM HOSE LAY TD-14 TD-15 References: NFF calculation procedure descnbed in A.W.W.A. M-31, I.S.O.'s 1980 Conunercial Fire Rating Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. .9/94 45 2 °x L ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values PLACE 5' GALVANIZED " WITNESS " POST WITH A j (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ACWWA Project Number d TO HIGHWAY DEPARTMENT APPROVAL. Mg5j,a I max Building address or number I a, . • I • A. ° •I I FINISHED GRADE I I. PLUG ( I • I' � J I Residential or Non -Residential pia„e . i 2 i 'I Pressure Zone at Project (Obtained from ACWWA or Hydrant Test) o Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value j I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID FOR ALL BENDS FOR TEE OR WYE FITTINGS Toilet (tank) 4 2 8 Z u - WIDEN TRENCH TO Toilet (flush valve) 35 0 0 ANCHOR AIF CCOMMODATE Urinal (wall or stall) 16 0 0 Z N REQUIRED. �l Urinal (flush valve) 35 0 0 z m5 / I M Bidet 2 0 0 z In BEDDING AS Shower (single head) 2.5 0 0 REQUIRED I n Sink (lavatory) 1.5 2 3 = c d _ Kitchen Sink 2.2 4 8.8 Utility Sink 4 1 4 PLUG Dishwasher 2 1 2 M.J. GATE VALVE 45' 4 Bathtub 8 0 0 1 MIN MIN T ' Clothes washer 6 0 0 ---- SECTION 1-1 SECTION 2-2 i Hose connections (with 50 ft of hose) L 3/4 in. 12 02 24 WATER =1 I LINE Miscellaneous Bedpan washers 10 0 0 iP ib Drinkingfountains units ins 2 0 0 2500 P.S.I. CONCRETE b n 2'x 2' BEARING AREA. Combined Fixture Value 49.8 THRUST BLOCK d a. Demand (gpm) a G 4 Pressure Adjustment Factor 1.05 a v PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEE 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 81, 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.a3 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1 1.83 2.33 1 2.84 0.18 Total Adjusted demand (gpm) 46.2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES Required ACWWA Meter Size 11/2' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. I 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPICAL GATE VALVE ALL THRUST BLOCKS. NTs CONCRETE THRUST BLOCKS FIG. W-5 NITS FIG. W-3 TTD-3 D-9 o M N M N U Q cn > O cni d Z o U c O N 0 M U Q I z A 6 O O of O Z N co 0 = Z U) U } 0 D O N coJ � _ F- W Y Z O J a a- z Y N J N o r N N In 0 N �� raj RYA PERKINS LiC. No. 046565 OI/h/2a23 , w 00 N Li Cnn cn m r a Q 0 Q m Q �_ O z m z Q y Y 0 W a v) a w J W 0 J VJ Q LU C� 0 LU J o0/�/ LL L/�L O00 - 0- D_ LLI w _ U LL 0 Q U Ld Q LU W m Z Q SHEET NUMBER CU-501 6 C *Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall a not exceed one half footcandle.* C O 0 x T E Y 0 T d ° 0 L 3 a 0 L N 6 o , i o I II I Y 0.1 �1\ TO 1 .1 +0.2 +0.2 0.4 0.5 0 9 / /1.2 1.6 2.1//+ 2.4I *1 *0 *0 *0 *0 *0 *0 *0 *0 *0 +1 1.9 1.41 .1 .8 0.5 0.4 .3 .2 .2 .1 .1 .1 .1 .1 0.1 2 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.12 0.3 0.0 N.A. N.A. Parking Lot & Drive Illuminance Fc 3.58 8.1 0.7 5.11 11.57 Luminaire Schedule Symbol Label LLF Lum. Lumens [MANUFAC] Description MR3 1.000 17433 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-W-80LED-525mA-WW M R4-HS 1.000 13328 U.S. ARCHITECTURAL LIGHTING RZR-PLED-IV-FT-80LED-525mA-WW-HS WM3 1.000 11453 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-III-W-40LED-700mA-WW ElWM4 1.000 11153 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-IV-FT-40LED-700mA-WW 4 EXISTING POLE 1.000 8991 TRACE-LITE TL106-HPS-150 EXISTING GOOSEKNECK 1.000 8991 TRACE-LITE TL106-HPS-150 'o + - �\ 0.1 -+ 0.1 + 10.1 A.1 + 0.2 + 0.2/�.A + 1 o.6 + l.0 1.6 + 2. �pr /�Vb 1 + 3.81 3.0 �1.17134, + + + l.0 0.604 03q + + � 0 o.3 o.z '�a2 + + 0.2 0.l + o.l + o.l + o.l + o.l o.l + o.l + o.l Prepared by: II U 4 o I \ I r _ _1 _ _ LIGHTING VIRGINIA CENTRAL l 1 0.1 kk 1 xi.T 0.2 0.3 0.4 0.7 1.6 2.1 � / / + 3.1 5.3 EXISTING 6 2.2 + .�- H 8 0.5 + 0.4 0.3 �.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 40OG-2 Southlake Blvd. o I� I GbOSEkNE'C4� I 15 a Richmond, VA 23236 o .o .�---- __-----I /��' INGZF�UOSEKNE + 00 Tel: 804-379-7777 1 .1 0.1 0.1 0.1 0.2 0.3 0.9 � 0.7 2.4 3 6.8 r# a 0.5 �rft'..4 .3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 www.lightingvirginia.com ° -1 ' ' ern, p 1 to / I 0.1 0.1// 0 1 0.1 0.2 0.2 - 0-4- ' Q 1 / +/ + + + 1.2 1.9 3. 4 5 6 01 7.31 7.8 6.9 7.3 5. 1 0 -1.5 2. 2 8 3.81 .0 6.1 6. 6.4 6.1 4. + «� + + 2. .9 0.5 .5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 MH = mounting height in FEET fm NOTES: 2. .0 t.7 +.7 + 5 0.4 0.3 0.3 0.2 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA 3 / 0.1 �.1 0.1 0.1 0.2 0.2 0.3 0. 1. 1.9 2 3.0 3.8 4. 4.8\ 9.6 9.9 3.8 2.4 1.1 �.9 1.1 0.9 0.7 0.5 0.3 0.2 CENTRAL, ADAMS PARNELL, LLC. ,. z� j E/ / \ \ 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN J + ---- L----�iL o.i-o.i -0-1, 0.2 b.2 b.3 b.9 b 9 7 2.0 i o 2.7 3.1 3.0 3.3\�.z 2 .5 2.z S41'17'30 2„4 W 2.9 - 2.3 2.0 53.41' i.2 b. b.4 b.3 THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT 5 y / I 1 \ \ - - - - T4-y �p� RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED / `+ - - \ -- 7 / 0.1 0.1 0.1 I 0.1 0.2 0.2 +- 2.1 2.4 .0 \* 2.8 3. + 2.7 .y + 2. 3.2 + 4.7 6.5 5.0 .0 1.6 0.9 0.5 0.3 PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY �0.0 L - - - - 1 \ OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE m u \ JURISDICTIONAL CODES. + 0.0 0.1 0.1 0.1 0.1 0.2 0.2 I + 0.3 .1 2.6 2.9 .2 1 + 7 \ 3. 2. 2.6 \\1 16.3EA(STING•0P0LE0 0.9 0.5 0.4 L n / I \ MH: 15 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY O a i o a / / 0.0 0.0 0.1 0.1 0.1 0.1 I 0.2 + 0. 1.7 4.1 3.7 .4 .1 .3 \ 3.4 �. + 2.9 " 8.8 \ 18.7 \+ 1�.0 •.7 2.1 1.0 0.6 0.4 AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION CRITICAL SITE INFORMATION (POLE LOCATIONS ORIENTATION 7 Q E / 1 \ \ MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE \ PROJECT. 0.0 0.0 0.1 0.1 0.1 0.1 0.21 + 4.3 6.2 5.0 .8 3 WM4�.9 4.9 3.9 3. .9 5.8 t.7 6.2 +.5 1--9 1.0 0.6 0.4 N 6j MH: 15 \ \ \ \ \ 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO n Q + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 1 + 0. + �'"1 + 91.0 + 6.0 .1 .4 .2 + 7 9 + 6.0 + 4.1 .0 a \ + +\ 3.6 4.9- I + + 9 8 + 1 0 \ + \ 0.6 \ + �.4 LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP BALLAST AND LUMINAIRE 1 -6 -E] R3 \3.6 \ \ \ MAY AFFECT FIELD RESULTS. \ \ 0 o NEW MARKET-HOLLYMEAD, LLC ` MH: 15 PR POS t2 25 SF \ + \ \ o 0.0 0.0 D.6:05128-PG. �0�9 0.1 0.2 2.1 (99.1 8.9 5.8 .0 4 OH OT E M31 6.5 5.1 4.0 2 3.0 4 0 0.6 0.4 \\ 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE r a PARCEL ID: 03200-00-00-04300 ® FF is H: 15 \ \ \ \ \ \ OWNER'S REPRESENTATIVE. 0.0 0.0 0.0 0.0 + 0.1 + 0.1 + 0.2 + 1 + 5.6 + 4.5 .6 + 5 2 + + + 3.2 + .1 3. + + + 12 + 1.9 + 1.1 \0 0:6 + \ 0.4 r 00 \ 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE E pp A \ \ \ DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR 0 3 = + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + + 0. 19 + 3.5 + 3. .1 .9 WM3 .3 + 4 0 + f 4.2 + .1 + 8.5 + 12.5 + + 8.9 S + 2.0 + 1.0 + 0.6 + \ 0.4 \ \ PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 1 MH: 15 w \\\ \ 0.0 0.0 0.0 0.0 0.1 0.1 0.2 5 3.2 + 4.1 7. 6.6 4.1 .6 + 3 4 .9 6.6 5.8 .4 •�XI§2RNG5F'OLIt•0 + 1.0 0.6 0.4 \7. NO LIGHT FIXTURES ARE PROPOSED ABOVE THE METAL TUBE WALL FEATURE ON THE BUILDING. N © MH: 15 ')o m - y + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 0.3 .5 + 3.1 + 4.1 + 4. + + 5 6 5.2 3.9 2. + 2.7 + 2 + 2.2 + 8 7.0 5.8 .� + 10.3 + 7.8 f.9 + 1.8 0.9 0.5 0.4 0 a a H S �?7�y w ;J1 0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 .7 .3 2 .8 3.3 3.4 3.2 2.6 2.0 1.9 2 :2.A 7.1 6.9 5.4 .6 5.8 3.9 + 1. 0. 0.5 0.3 y .- N a Y N 0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.2 + 0.3 0. + 0.8 + 1.7 + + + + 1.7 155 1. .2 + 1.2 + 1 f? + + 6. + 4.9 + .7 .9 + 2.3 + 1.8 i 1.0 0.6 0.4 0.3 w p + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.2 + .3- + �:4 + �. + :7 + + + - - - .4 - �.5 + -0.53 + 0.5 + 0.7 .6 + 5.1 + 4.2 + 3.1 2� .F 1.3 + + 1.0 + 0.6 + 0.4 + 0.3 + 0.2 <0 I N --------- V .------------I.-o- + + L0-J)-o + + I.Il + + +u-L___fl1-1.�- + + + 0.1 + 0.2 + 0.2 + + + 0.3 0.3 0.3 + 0.3L 0.3 + 0.5 + 3. + 3.3 + 2.7 + 2. 1.6 + 0.9 + 0.6/ .5 + 0.4 + 0.3 + 0.2 + 0.2 y h RIP -RAP :v N (TYP.) `� �; + 0.0 + 0.0 + 0.0 + 0.0 + 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0. + .2 0.3 .0 + + + �0.5 0.4 P.3 0.3 0.2 0.2 0.2 o y `0 + + + + + + 0.0 + �y + + + + + �c + + 0. + P -.3 + + + + + + o 0.0 0.0 0.0 0.0 0.0 0.0 _ 0��'O.V� 0 0.1 .(1 0.1� 0.1 0.1 0.3 0.4 0.3 0.2 .2 0.2 0.2 0.1 0.1 _ ° fi 43.89' _ _ 0.0 _ 0 0.0 __ 0.0 0.0 _ _ 0 0 _ �0.0� 0.1 + + 1 0 44U �01.]P 1 �$.i 0.1 0.1 0.2 0.2 0.20 0.2 o�.�G W o�2 0.2 0.1 0.342°�5123"Iq� z J C ° 4 0.0 4 0.0 + 0.0 + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 4 0.0 0.00_._1 + + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 1 + 0.1 J 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ,S"q;MIJV0LL.oT��ILb.o b.l b.l 0.1 o.i o.i o.i o.i b.i b.l 1 b.l b.l b.1 b.l 5 v U. S. ROUTE 29 (VARIABLE WIDTH RAW) SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" J v AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 0 a o m O � J � N O � L ° y c 0 n n � C � o Y° n � L � L 3 GRAPHIC SCALE IN FEET 0 0 0 10 20 40 nE 0 p o 0r V) Z 0 w o' O r1) N rM N U Q Z > O o Ld z Q O O) U c O N 6 U Q I Z o o n o Z N Q co I = I Z ~ O } Of O N co J � _ F-: W Y Z O J ( _ a Y N7 J N O } N Q N Ln 0 N V O N O Lnn (~n rl� w 00 N CD LL1 Ln a_ \ Q 0 �_ cn Q m m } m o z Z 0 W W CD Y 0 a U)a w (U/l O O U Q LU z C� W J o0�/ U_ OUJ LL < Q �Y W =UJ U LL 0 U Q U W J \J\ Q w w m Z Q SHEET NUMBER CL-101 Mi O O AS M Q 0 C O M > 0) E Y O Din O D L 3 DO w U m O m Q TO C 0 O E Din C O O ED O O 0 O O `o ..I 7 3 0 7 C n M Q 3 A ✓ n 0 0 �Ds Z 3 = C 5 0 J E D 0 J 0U n 9 J -C m O T W T U � O n .- C N O - n OIL O J IX m I TO 0 C E D 0) O n Q w I a N U O N e. a L M -) a TO m O 0 m 3 E .• O U = E 3 � O Z) - :) N .N . ,ST U h U C O w 5 O I a J CL Y U Y 'U a w E L _ 0 L V o I T V c N O J ,tz ME n C �- .4 w 0) U L L N O m C O O c n m J D Q ,J L_ 21 C O Z M _ O C 7 . M J 0 S U n , J C J w .. a) 3 a O M O C J Do M O LED L O y C Li 0 N m n a N N U C EST O L U DO M C 0) y a 3 0 I N Y) S N O p 2i C E in J U TO O or 1 ~ Ou... Joo Name: LIGHTING 109 Community West Site VNRGINIA SOLID STATE AREA LIGHTING mOJECT NAME BAZAR SERIES -LED" S P E C I F I C A T I O N S OFIICALHOUSING He ceaf low wooer aluminum A956 all ; <0.2% co avy PP (( aY ppe0 sembl wtiM1 i�tagrol Wolin fina.ThED O tiwl Porrel nwunti SO Is milled flat ((surface Variance <z .0.) So ocililale thermal lmnafer of heat to housingand coolingfind. Sold bander wall seppaarags optical and Electrical comparfeMs.The optical and elecirlcal compartments are integated to creole one assembly. Minimum wall thickness Is. l a8'. ELECTRICAL HOUSING w/INTEGRATEDARM Heavy cast law Copper aluminum (0356 alloy: kO.2% copper) b .Tt In I coDllrg ride A...rusrg Me sled eml compar menu an a flat auriace on the top of the arm to accommodate a photocell receptacle. Solid barrier wall separates opflcal and electrical compartments. The optical padment and electrical compartment with the integrated Surpp P, arm combine to treee one assembly. Minimum Wall ihlckmass IB .188". GOEf and hinged driver assembly cover is integrated with wiring.mpairlment cover. PLEVORICS Emiem LED'a omom donomefalcore PCB I wNeach smleer located on a copper thermal transfer lead and encloM by an LED ref eclor. LED optics completely seal each Individual emitter 10 men on IP66 aging. In asymmetric distd"0n& O (MOOEM:RZRM. RZR.RZRG&RLFMAE•) mbrw*Mcfor In31de Me Mfmctar redirech the house aide Ermiller output towards the slreOt alas and functions OF a house side shielding element. Reftectors are Injection molded H12 acrylic E h LED erraa d o tole PCB 'ifs 0 1 R3 PATENTPENDING pC ! O! IS sea a OYBf On soil ran a, refracors am lumina frome. Arry, ne Pardio an aluminumimme. one inaIumbyain .UD groupof %resin lu refactom produce standard site/area distributions. Mr are fled replaceable and field rotatable In90' Increments. I LED DRIVER(S) Consent current electronic with a power factor of >.90 and a RZR-G minimum Neemfing te WmWm of-60•F/,40°C. Drrver(s) Is/are ILL and cut recognized and mounted directly againsttne Electrical T Housing tofacllttare, thermal fender, held down by universal ° clamps ooclllote easy removal. IdEflne terminal blacks foclllote Tingg between the driver and optical arraroyysa. Driver. accept an I dimmfable drivers sof 'ondoW.DM•Ier has a m nhadran a 3KVintemalr T gacclsiblei LuminaiM supp ietl with 20KV surge profeabror IDR, gpELAP. Y' A a> &Ir told acceaslble InsfallationJ OroveR LED EMITTERS I Higgh output LSD's are utilized Mh drive currents Az in Nord fro 1050mA, ~ ~ 360mA 70CRI Mlnlmum. LED'e are available in standard NeuhalWM1ite (4mOK).oropNnal Cod WM1N (SOmLT or Warm'"D SOMK.Consult Faac orWh too tlons. ry P RZR & RZRM 1 � , AMBER LED's P P P P:r Pros nor Converted Amber LED'a utilize phosphors to create utl UPS lamps output P P g P RZR-MAF* � ° banrta bluesut Amer) LED in Me blues spectral bantlwitlM. TRA True Amber LSD's utilize material that smite light In Me amberSpectralbandwidth only wdhaut Me use of Phosphors. FINISH Elearo.faicall a lied TGICP.1 rPowderC.t...bdate WI e te are area who 20 PSI sewer east n 1 fo'F. Four metlla blaN nd Iron phosphate pretreatment protection and paint atlM1esion.4D0°F bake for maximum hardness antl tlurability. MASTARM FITTER/ELECTRICAL HOUSING Re laces sfantlard ElBadcal Housin . ms standard 2 3 B' O.D. P FIXTURE A 8 0 D RZR-8 _ s- Y.1. .. _ RZR M.N.- a.a• ,send ALES' u• erne RZSERIES!ras. Miami Mini A.S.A ' wash ass. afflan RZI~ is. Y.a' AM W horizontal tenon,Two (2) straps with Mro (2) bolts each enclrole 'DEC PMdxo AS OF the lower half Of the tenon. Upper raN of the tenon mob on self entering steps Ma position the angle of the luminalre al0°. *a.5°, N.5 or up from Me horlfOnfaLAS hardware is NalnWs Meal' S*LS 2020248 U.S. Architectural Lighting �«_ma.A�.sm«r«o ml' ©® Submillea ty, Lighting V'i Imo -Cenral Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,a•y, LIGHTING 109 Community West Site HS-PLED R4-HS V IRGINIA Notes: LV-CENIPALR1353n RAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.1) Ap ...te Agem�eRannweams.-4WOK Ouw-*Isola ) ..."A nn• W "x`GA IaMN WNW Lame.. HID Ea. w . GOp . wan• wawa XlD WaIM Nana Mg . AS •D 354I 5ry0E 41 YEB 1W 5] FYI Ire B1 BT3 1J6 Y IS SW] ,m M &Sl Ij w IMYi I]5 , . 14aJ Y Bl ]FMB ire m i., In I To 1END ]O I Iw 1)W4 ml Y M us. a I On PROM N I IJ4 n. 4w I 'DB an. W To 1. 1. No I IW WW¢ Rw I aA .,. M I aW LAAI WM°VLLFT,s L. -a.(Hm AmrNe ::vDr[M COUM ,YPE_a SOURCE yp]K CCI SONKCCI 1EMP. WATR WL]S IN%n AMPS 24 Up P4PLIRF-OPtin 3.29B- aui 3.463- M,W], .I°F 29 120 ON MMUM-350m4 3.1N aus 3.973 97 0.10 R4 MD R4NZb'Oplkal 4,711- M]5- A94J- MODE. SEEN Y 1RD 0.3R Nodule-525me 5405 arm 5,675 RJJ 0.16 Sit MO R4PEZb•CNW' am- aJRR- a324- M ,W MISO3, -WE l bull Module -Remo a911 a566 7,256 277 0.m U LED R4N1RF'owl l 8i- 7ME- B.SM- wl=. -m°F BR 1R0 OAB Module-1050M 9.375 0.906 9.BY 2]] odes 40 ISO aP CPIkd a - an6- a0N- 0000D, -101 Y 120 us Module-=M a4M 6AM am 277 M17 40 MD 40 p111b'Oplkcl aW9- ).656- aY3- M,Dm. 30•F M 1R0 DSS MWab-szsmH 92Y A784 9.Rw 277D34 40 MD YNf9ha= 102Y- 9,I28- 10.I6R- mQ d0`F HE in DOE MDdw-]lpmA I1aM nuat 12337 2770.32 40 MD YPlfb'oplkal 13.WR- 1z960- 1a324- M,aaO, -I•F Ize lzD I.lz MMUM-10an. 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M,,, 28A1e $Late 277 0.96 Rona 80 ND MPL1D'Op1ba 10.%0- 10A00- 11,Na- m& F201 87 lm 0.I5 Midi 35amA 12561 I'm 13,192 2I7 0.38 80 Use WPIm'Optkal 15,]35- 14948- 16,522- M,0.a. -20i 1. 120 1,10 Module-S25mA 1A0.V 17,151 18.957 277 046 80 Up MPlln•LbRtl I,wa- l9A)1- 21.0i zMOWP -I•P 174 In 1AS Ahdde-RDmA 23,032 SHEET 24 MIT" 277 0.63 80 ND MPlla)'gNkal 2].651- R0.M8- 29.039- fa.0.U. -I°F 2M 120 2.22 M Ue-l=W 3L]RS M139 33,3113 DJ 0.g6 '"'•"mA USARCHDECTURAL U.S. Architectural Lighting :::,:flew.. wtmnmlm1 © =® Sub rates L Ind W inM4]en6al Catalog Number: RZR-WM2-PLED-III-W-40LED- Type: Job Name: ,a•y, LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM3 VIR,whwGINIA Notes : LV -0ENIFAI D-SklJ RAZAR WALLMOUNT -LED LAMP/ELECTRICAL GUIDE INN.. mN INITIAL IN LED SOURCE LVMENS- LUMENS- L]O GREATER S1ARfING SYSTEM MAY COUNT TYPEwA 4 K 3MRK 5 K 1WN(KmIM21 TEMP WATER V as INHIrAMPS ED LLD IPLEO.O i 2M1- 21M- 2a61- m0. ROOF m In 0.21 M96ule-a6erN 2]M 2Y2 z8W 277 0.10 20 LED MPUWOpllcal 3.523- AGM- ARM- W.0 -20°F AS lm 0.86 Module-SRSmH 3.9I WALL 0.025 R]] 0.15 20 NO IPIED'CplbaI AAII- AMR- 4517- 6DA -ME M lI am M ub-](NnN 49m I" &039 RUDE am 20 Up MPI_GOOpliwl A]9)- .07.- 5.93]- W.p 30°F ' 65 1R0 O.Y Mandl a 6,465 St61 6.6R2 R]] 0.30 40 Mp pPtLp q�1Iw1 M.- Ile- A,.- 6000D, -3PP A6 lm ... Modub-ASOM a579 4M4 A713 V7 0.17 4O MD YPLED-Oplkal 1,0,17- 6,170- 7,216- M,MO, 2i M lm 0.55 MWub-5R5mN 7m 6.881 &M9 D] 0.21 60 MO &BR2- 7a24- 9,056- lathes. Wallisw Ind 0.73 =20,LbMx1 Modub-INImA am "IS ]%an 07 O.n Y LED YPEa Ok11.59A10.1M- II.w2- 6M. -ME 1N II MouN-lp12952 132 H.D.277 U,29 60 MO YPLEO' 750R- ] m0. -WE 6668- fin- M I am M96ub- &MB 7326 &570 D7 0.4 6e MD 610PIED•Optiml 105m- 9,254- IQVI W.O 301 W lI O. 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U.S. Architectural Lighting ��'yF�aEmnM®I © U.S.ARCHITECTURAL m® i5UDr111D$a On, LOOT OHS maex Subm'IIW by Lghtna VirmyriaCOMM1 lCatalog Number: RZR-PLED-III-W-80LED-525MA-NW- Type: y*, Job Name: LIGHTING 109 Community West Site XX R3 Notes: yVNRGINIA TV, -CEMML21 A5393 BAZAR SERIES -LED WALLMOUNT PLED MODULES i ffl RLF•EBA.O,)dEN RZR E.PAw0.w CASE ALUMINUM ARM AND WALL Avall°Naln', Adukdowln: BRAG ETASSEMLY PROVIDEOWIL BWLTWISS EnbLYW WIRE FOR lAIEDIAM leMm. 00 M d ® o uk MM BOLEDMadule CONSS fIANRf/sUPPIY WIRf CONHFC)IOX. NECTION, 120 LFDMatlula WALL PLATE POLE DRILUNG TEMPLATE )� STO' <{'•^ r,qq- k wwewgv m RN RME.P.A. MAE f mard1 Y. OIL 4alED MoeweMm 40 LEDModule a oM. d�,bw lM-.A.Ppow IEr. ae!OId-, Famptc DLUPI£DIV/BDFD70010, Cw/2))/RALLINI D • • MOpEI .PUCE LED (MODE V(1L1AGE FWSM WINJN$ MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS .0 ME ..EcI COLOR RAI miG ]M,tp-COT ]IXI .1w ❑ nmG ❑ Pre I PLED41 IM ❑ 110MD ❑ TSWM ❑ NW (40NW' ❑ II ❑ &ACE ❑ MrNLpV DIMMNGFON x. ❑ IB mLL T NVMMdGMTC , IKNNRG TWMONN ❑Tells IAa,irAw ❑ BT4M ❑..IFp ❑Cal (SWORI ❑ WIRE amos, NSw PLEDIFIR.. ) ❑ OOmA' ❑ WW (N[M) ❑ 2d PAl4FiE ❑ KREAWi ❑Ron ❑aweP mAN ® ❑lD - RR ❑T]) ❑Sal) ❑GRY RAWWLE INMH51]ESNIBO .IeMID PMDIBkN ddwn_,.wca ❑gKpoLM.varAaE ❑ RmYM• ❑ wLED ❑ Yp lENlaA4E OF Ent).. KwV OIRN ❑ELEMENT PLEPUFM ® ❑ADLFO RASA ❑1WMLOOt AECB MY 1N ❑GEN ❑r'!r4 eN10E PLfD11FW PLEASE IW$'0il ❑]yNTWB((OCK EOyxAMN ❑PrlOsngn SPECIFY F,•w gEC@TgCIF Mar __1M) ❑ RmM ❑ 1ME ry ® PLINV Dow WIRE Pm M@Ers - w*° ❑(bo, f1$ aBLEO FA (ISV. YN. %]V). p mus. ❑ PLFD(VA ® ❑ 2alF. ❑ `mw`m ❑ DOBI Ff TRA, MV.NW.40D.) M u'¢rauno.xn „° ❑1rwvMem.Y PLEbV06N...� pdV w°YmerM DbRPW WTKJN®MSOg Hxs. ry1rtGGMAf wl.) O mE veEn ® momeard.. _ whi PLEPViQM o.-,one. . an[ ❑ RO.g1E M0]ON Yacht ❑MEvYam - C' CaiW` ion ...... MSKID PLO}tliGW.. U S. ArchROcni Lighting ^�� .amn..onr © U.S.ARCHITECTURAL SubmMd ty, LIMIT M inb-C ni Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,a•y, LIGHTING 109 Community West Site H$-PLED R4-HS VIRGINIA Notes: LV-CENIPAL21353n RAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.2) LED SOURCE INITIAL INmAL INITIALMAN LUMENs WMENS EMM µYS�M .UM TYPE sOUPCE L cOT .KCC1 MINCThughl(XrEO]ER yOLlb 1.P AMP3 ISO MD IIPLEDCEEMbral 16,211- IS4c0- 17.02I- M,LW, LEI IN lm I.06 MWWe-YOmA 1&6W 17,669 19,bT9 277 pull in MD 1m PLED'Onlad MASS- 21596- US12- 600KK, 201 192 12D 1.63 Module-525m, 26,566 25.238 27.894 277 O.]D in Up 1m PLED'C ' "AAA- 27.953- 311,M5- 60p GIVE NY lm 117 MWIM-Mal M7M 320]2 MAY 277 0.W 120 Up IIPLEWOplkal C.M- 35,33i Ron- m0 -I•F MAX 120 3.33 I Module-1050mA 4a296 13.Po1 4&611 RI] IA9 TIMES:,. Mnlnpl.X.reh MMtlom19.dpemn19.orope.-I.-in. a. lumenwlI..IUSDMctlulnwry... D,MbM tlieAMk .,.DomY..HP16>MX'ermt....., S. sp,Fm.s-,lumslres.m,--nvanaonallrerran,-r ,¢. wMracwnWa ,t. Fe,l Ilednerrnu°mnewHpal®nonu®,+Pn.v mpOmw Llmlmlre. Ve:3 ... ppmiderppPnM1 .... rew are S D(IIp- lt1lmlmwt 11 wamlw. ulnwuleamlul ce inamllmtnm®wemwmbaml®mire NfbnlFammE'uaaraw.rodsommBn.rnN ®bwleF...INura ---a- ""«p ARCHITECTURAL U.S. Architectural Lighting mI .Z: r- © LIGHTING RGINIA Site SOLID STATE AREA LIGHTING RAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICALHOUSING Heavycoat I0wcoppoalumin.m(A356alloy:<0.n pper) assembly with Integral cooling fins. The Optical Panel bunting surface Is milled SITE (surface varlarae <*.a03� So facllllaotnermalfmnsferofneafto housing andcooling ass. The Optical Housing bolts to the Electrical Housing ormlrg a unified assembly.ire minimum wall thickness 15.188'. ELECTRICALHOUSING Heavy cast low copper aluminum (AIM alloy', x1i copper) assembly. Minimum wall thickness Is .188'. Fixture MouMhg Plate affixes to mounting surface over a recessed Fbox. Elechical Housing anchors on he top edge of the Mourns Mate and stainless steel recessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bosom. R OPTICALpMrODDULES Emitters (LEDs) metal core PCB reel with ( ) yed on a pa each emitter located on s copper Thermal tmndis and PPe Patl enclosed am rut an LED refractor. The asymmetric distribai Me havee side reMaor Inside towards a street et side and house side emitter output odinge the street aide and functions as a house ace shielding Each element. er is C rs are Injectionver an H12 acrylic. Each LEDrefractor Lssealedto n Me PCB over an amine and all refractors are retained i an aluminum fame. Any one optic or group a Portals in a luminalre, have the same optical pattern. disLED s as b l produce Type. antl Type Iic aisMb di.Panels asee well reas otherbleandspecialty asymmetric in W hislrem Panels Ore Mc replaceable and field roolable in 90° increments. LED DRIVER(S) Constant cureenfelectronic with a poweMacorof>.90and a minimum operating temperature of ,3D'C/-22'F Dtivests) Is/are ILL and OUL recognized and mounted to a driver assembly plate that he. slotted holes to iacllltate ease a assemblymmomi far fixture Instruction, Quick dleconnecto for Incoming power and optical assembly power are provided. Drivers accept an Input of 120277V. 50/60HZ and utlllze b10V dimming. 347V4WV. 50,60H2 also available on some models. Surge pmfector supplied far field Installation at the most conveniaMly.emip ble location. LED EMITTERS 35a ft Output LED' a Ore uflllsedwth drive OVn9as ranging from 350mA o 1OMMA. 70CRI Minimum. LIVE ate available in afendard Neutal White (4000K), or Optional COOT White .pro AorWarm WhN(30 O. COnsuff acta for OtWN D .pro. AMBER LED'S PCA (Phosphor Converted Amber) LED1 III phosphors to create color output similar to UPS lamps and hwe a slight output In Me blue spectral bandwlah. TM (1r.AmWr) LWa utilize material that emits light In the amber spectral bandwidth only without the use of phosphors. FINISH Elecimsmflcally applied TGIC Polyester Powder Coal on sub hate prepared with 20 PSI power wash of 140•EFDur Step media blast and Iron phosphate pretreatment for pmocton and point adhesion. 400F bake for maximum hardness and durability. mOJECT NAME: PRQIECTIYPE: EE 1 - . - =I T `J WM4 room ®MMM �Mmm RZR-WM1 PATENTPENDING a. c MIfM I =x3:a ...EN RZR-WM2 PATENTPENDING RZR-WM3 PATENTPENDING S.-W II 2018002 U.S. Architectural Lighting .new ....a,- �or� �r © �® sabmuea hfi M into -canal lCatalog Number: RZR-PLED-III-W-SOLED-525MA-NW- Type: -A Job Name: LIGHTING 109 Community Vi Site XX R3 V IRGINIA Notes: LV-CENTRAu135393 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.1) Appraltlmate A=9?,e -4000K (Lamar, , 350M game ]IIOnN lO Lade ruled, H1DM Wde Lamed, HID M. MIME uAII• I - u-n foal. AN as alai AT 41 sale R w aw) no Bl ezn 11 Y Y w97 1� M Mw I� w ,Y9. ,D ,Y ,Am7 Y Y )0f6 lw 91 1FmB IR IF6 Lela 'tl0 1M 1)Y4 x50 Is W nYT ) up ises a D'I c'. e5veF . .1. a)��a lag ID 1)aw 20 ne 'Gale aw Ye sIWL 1'O Sed LAD ,WI wmF�iLs IN AD INTIAL COUM 1YPE�a Goal cCl 9Yax CC1 •L.SNT- 1NAN(NR)n RMP.°a WATR WNIr A1AM 24 ISO 2a PLm'Op6W ARPo- 9.1N- 9.aa9- 6p.Wp, -'10°F 'P 1R0 amMM.-350mA and AS% Si 277 0.10 24 ISO Rut PLB9'OPIkaI 4.]N- 4A]5- AGO- MODEL, f2i 42 1zD Dd0 XbduM-616ma SA05 kin S6)5 '1A IFO 21PLCCOIka 6Am - an ]- 6324- COpap, -WE inlm 0.a6 MMUM-]aama a911 a565 ],256 9] 0.m 24 LED &17I- ]J62- BSM- 60A0p, WIDE So 1x0 0.68 tIt:nblydi MD]uM -1aOFF 9.375 8.906 9.BM x]> 0.30 4D LED asP Optical am- am- am- 0..MM .40•F Y lI 0.SB EMlub-M. a &I 6,729 277 ME 00 IF. 1a P1jefir. kund 8.059- San- 9.AME- 60pp, -I•F 65 120 055 Module-525MA 9.R46 8.]84 9.m9 277 a2a m MD 40N1b'Oplkal 14240- 9)m- 1Mni W,WD, -WE 87 120M73 MpOUN-700m4 READ 111162 1233] 277 0.32 40 LED LO PIW'Optical 13,642- 12950- 14324- a0,N3, -m°F in 1RD I.1R 1. 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DM WL D B� e SPECIFICATIONS Tzi 234'e . IW' TALL T25..... 2M-0 . A[O- TALL POLE SHAFO The palm Mart wa Ni iron but rolled E.Dand cwol guolwly corban steel of 190..... 3`A'0 . fi. EO' TALL case pi construction with o minimum wind stmgM of 5RDU0 Pei. T%..... x AWT TAX m,..... OPEN LOP BASE PLATE' The boss plate Las labial From o structural ,mail, hot FDA. ember Fuel TSP,.,. SPECIAL sh. tENpl plate that meets or exceeds ASTM A-M whit a minimum veld strength of 3610.M par The base Mate telescoped the pole shaft and Is ctrcumfemnttol wed. top .no bottom BAD[ COVER' The two -place standard full hose cover to fabricated Own ABS plastic. Optional two-piece steel bon cover also :.H.Ile. ANCHOR EMITS Anchor bolls farm to ASTM F1554 Conde 55 and are provided with two hex 0 nuts and flat waFbee. Bolts bow a, -L' head o end and are golwnized a minedure of 12' an Me threaded and in accordancewithASTM A-153. - UBUDtIDLE: A rdnfwcee M1mtl ode, having a nominal opening of 25. 5' or Yx 5" ell be I installed 18" above the ban plate. A hand hole cover with hardware all be it, included along wilt ymrdmg Provisions.0 I EacPOLE polleNET be provded with a welded top plate and tenon or top cap for ILL Palms recelwng drilling for aide mount fixtures. RUSH dw.Nan I- rn ' uc wlsacT rut wurac Standard -10, fi"Whis Mall be coated with TGIC tankers, Powder or hot dip LT.Am mode ro aMrNCwal galwnEwk1 to ASTM A-123... SITE..F.,as us CATALOG No. BASE FINISH FIXTURE MOUNT BSc OVER OPiIO.r OPTIONS ORBERING CODE SNS"ISIO.1I DARK BRONZE 019 - @ml _ a s ,mew tw n mxeap -UFAONRERTOOUTDOWRTDIT.T -pe" -1H rmws A WITN w'CONCRETE BASE BY OTHEgB FOR ckda L NEIGMOF Ito _par -on - PLANTED To MATCH LUNIMAIRE wv-tense sews wr 1. uwos_� Hen w-uan .--.-- DISH DIG DRILLED FOR SINGLE LUMINME MAY AMERICAN USE POLE 2M3 S HULEN, SUM SEED - FORT W H. 1k 7610 Me-4iL-7200 WAWA nus.COM Submilletl by L hti M InM-Galo-al Catalog Number: RZR-WM2-PLED-IV-FTdOLED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 VIRGINIA Notes: LV CEN1eAIR13S393 RAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION PLED- MODULES non N E mT9 L=CW b ••60lFDModule 44 MEMR NUORn NM OMEMEND$2'BMNDINE E MROHOUSINGANDMNMINSMEEMEMENCY MMmNENa(Ec)MCWDINGM IIE'' RZR-WM3-LED E.P.A.=.69 AVOI Iablein', MEMAMDSMM PRMIIDESPOWERNALLUDSINMEAIBAY O PNGUGWa EMWRA YLEDMOOuIe M0.40.a,MMMEMTHEFO xlMUMOFWMINUTEs_ 40LEDMadule 4e��] • %OSSDMA WNa=S6%®SSDMA saw sawn-shiGUE°A RZR-WM2-LED E.P.A...47 'MYMMME E ABOVE BYME LUMEN OMUT* EMA Avallab GM: 40LEDModule WALL MOUNRNG490 .,I seder 20lFDModula RZR-WLII-LED E.P.A...33 Avo11ab1.10', E 20LEDModule ✓�swsaw MAX INPUT WATTAGE "•"""a=°r' IF OF MINE CURRENT � am3= Sail Mini Ii- a1Wm� AMs.m. RZRW MR/REDIV/YNb)MrM/CW/R))/RAL601 AS/SF • MODEL Tunics LED MODE VOLTAGE FINISH OPTIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLW DMIBU11311 TYPE HIMuDE CPoY MW COLOR NAMMD NMP-GCSE 1 ---m E3 NGHEMVpMMNGFCP .1 EXINMAL WMNCL.. HIM ❑I mi ❑MEET ❑mND ❑. ❑NM(YMn- ❑lm ❑BUCK MNI ® myna pY.g(a67 ❑ X315E SIX SHIELgNG ❑ SSA ❑,� .. XSYLM ❑TOII H%1M Dow ® ❑ CRT (MDMJ Dyp D..D X TOCEUTV TAGS pu rut. ❑ Expense ❑ Ww(=IQ ❑ 277 ENiMaT (MAMFTE PClareg"'Al ❑ ImLWM2 ❑ TYPE III ® PIED,II wF ❑ ,ManA' ne . Our ❑ GIIEY .W. ❑ SINGLE ELSE TA 32nv) .N ❑4MED mr ❑ ate ❑MEIIsEr 2FREME WRW Iva❑ (2N. Szk Vof mM PLEASE ❑ EMERGENCY BACKUP I.. Sur D NaMM4 ❑ Mf N ME ...... ® vmNlM ❑ NpSnBJR Cplr1P1® SPECIFY ❑ GI.EEN RALemar ❑ EMERGENCY MCNUP1 W_E ONLY).. MHI ❑IwE NFT ® ❑nuD SHOW(HRNG ❑ eAaIGENCYBACKUP2. Sec ❑1MIEAA9FY Fin TRA ❑ NANaENCYKAGMP3.. EM3 PLEASE ❑ WMAMWNEaf1..SC .1 �.- and mewnnraw gPECIFY ❑ waACFc.rvburz.. =s..rt ocEnuw AA. I.-Inewhins ❑ MUA MNEaf3.. SC* cWrtu U.S. Architectural Lighting E°ddav°A �ms,i'w I © U.S.ARCHITECTURAL bUDr111D$a On: LOOT ZT, zuri = maeX he we finger Name: KLK-PLI, LIGHTING 109 Community West Site HS-PLED VNRGINIA Notes: SOLID STATE AREA LIGHTING mW mmE: BAZAR SERIES -LED ��1 S P E C I F I C A T I O N S OFIICALHOUSING Heavy cast low wooer aluminum A956 alloy; w0i copper) assemblywith in I Wolin fin.. e O tice1 Porrel nraunti g g P q surtace Is mllletl Ilaf (surtace valiance <D7 . o ocililale thermal iranater of heat to housingand mO d aro .SoadMe bailer wall separags opticalantlelntsam compated tosc optical and elecirlcal compartments are I88'. ed to create one assembly. Minimum well thickness is l OB'. ELECTRICAL HOUSING w/ INTEGRATEDARM Heavy .at law Copper aluminnum (AMST alloy: <0.2%.ppo) asWmb lmnto antl aiflat auriacea onthetolrep p of Me arlmMo apI ccomwith Ints, modate accommodate a photocell receptacle. meet bonier wall com,ares optical and electrical armpartmenthe in optical padmenf and electrical compartment with Me integrated supportInd combine tocreole one assembly. Minimum wall 1M1ICkne9s Is .1 88".win C091 and hinged vet. assembly caVer 18 integated with wiring eomParlment cover. PLEVORICS Emiem (LED's) are arrayed on a meal core PCB parlelwith each smleer located on a copper thermal transfer lead and enclosed by an LED refactor. LED optics completely seal each IndlvRlual BmlNer 10 meet an IP66 mHp ng. In symmetric distd"0O8. a (MODEM: ORM.RZR, RZPG B RMMAF•) mbI61*Mcor inside Me refmcror redire ft1N house aideErmitler output towards the sheet side and functions OF a house side shielding element. Ref ecors ate Injection molded H12 acrylic E h LED fan d t Me PCB 'ifs 0 1 R4-HS PATENTPENDING pC !6 O! IS aBa e O OYBf On soil ran a, refracors aluminumfrome.utlons, a Para an aluminumimme. one sect m %resin lu navethe sameobstributioonsk Mon.LED .UD groupoi Pamouce ref produce standard standard are field replaceable and field rotatable In GOT increments. LED DRIVER(S) 1 Conatant COMM electronic with a power factor of >.90 and a RZR-G minimum operating tampemture of-60'F/-40•C. Or Is/are EL C and cut recognized and mounted directly against the Electrical T -===� Housing to ocllXao thermal fender, held down by universal ° clampgps WO oliftm easy remWpl. IMlne Terminal Cloaksmoiltate 1 betweenwhin on.,, accept an suof I 7�°��34mnI ldl mmabladrlversbrCardDrve 1a ramum W3KV)ma SUrgepr flon.LuminairesupplietlwLM2OWsuM*profeabror Na gRMamRMAf' E:> Mid acceaslble lnatallation.) a.. LED EMITTERS I Hlpph output LED's are utilized wNh drive currents moping Nord 360mA f0 1050mi 70CRI Minimum. LED's are available in - F - standard NeuhalWM1ite (4mOKl,oropN .lCoawhN(5DDDKTor Warm White (90mK). ConsultF coryor Mher Lm options. RZR & RZRM 1 � 1 AMBER LED's P P P P:r Pros hor Converted Amber LED's utilize phosphors to create c014routoutput almllarla UPS lamps haveasll slight P P D RZR-MAF* T M M. TRA rams Amber) LSD's utilize mt e blue spectral bht ° In material that emits light In Me amber apecfml bandwidth only without the use of Phosphors. FINISH ElDd.EMi.il a lied TGICPo rPowderC.tansubdate 21 hWH are area with 20 PSI sewer wash pretreatment 1fo'F. Four metlla blaN nd Iron phosphate aximumhard ess an duion and paint atlM1esion.4Da°F bake for maximum hardness and tlurability. MASTARM FITTER/ELECTRICAL HOUSING Replaces sfantlOrd ElBarlcal Howin . ms aondOrd 2 3/8' O.D. FIXTURE A 8 0 D RZR-8 _ s- Y.1. .. _ RZR u.M• a.aa• ,send rOr A71- - E. arse RZIN AS .... RZR-NAF is. Y.a' AM 4• horizontaI lemmulfread, (2) straps with two (2) both each encircle the lower half of the tenon. Upper hiOf Me lento .I M 'DEC PENDING As OF 7119 wif enteHng steps Map lion Me angles of the luminalre of 0°. 1.5°, *1.5 orv3' up from the horizanfal.All hardware is Maintess .tell. D)M 2020248 ��<�U.S. Architectural Lighting «a�«m�®te© ,ae, Job Name: LIGHTING 109 Community West Site VNRGINIA PROJECT NAME: SOLID STATE AREA LIGHTING PRO EGT yPF: RAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICALHOUSING Healy cast low copperalumMum (0356allog A.2%copper assembly with Integral cooling fins. The Optical Panel ~ ° ~ mounding surface Is milled act(sUPMl Wdon xll.Om NoUs. facllllatelhermalfmnsferofheafohY lWaWwoling�ii T The Optical Housing boos TO the Elecricol Houslig omlr rg ce ��^II C unified assembly.ire minimum wall Mlckneas ls.188'. V �j 1 ELECIRICALHOUSING Heavy coal low copperoluminum (A356 alloy', aD.2%copper assembly. Minimum wall thickness is .188'. Fixture MouMIno Plate affixes to mounting surface over a comed Fbox. Elechmal Housing anchors on Me top edge of the MouMhno Plate and stainless steel recessed socket tread screwstlghten the Electrical Housing to the Mounting Plate from the bosom. P OPTICALpMfDULES Emlttem (LEDs) rayed on a metal core PCB palrel with each emlMr located on a copper Thermal fmnsor lead and enclosed by an LED re ma r. The asymmetric distributions, q nave a mlcro-reMctor Inside Me rehactor which re d1dNCz Me house aitle emitter output towards Me street side and functions as a house side shielding element. Refmc m are 1 injection molded H12 acrylic. Each LED real fasctor is seed to ire PCB over, an emitter and all refrac mare retained by an luminum fame. Any one Panel, or group Of Panels in a - .- luminalre, have the same optical pattern. LED re ctors ardduce Type 11, III. and Type IV ade/oreo disMbul sale well T as Other specialty asymmetric dlsMbUllom. Panels are Mld c replaceable and field molable in 90• increments. J WM3 arrow, 1 A . 6.I " L AL RZR-W M 1 PATENTPENDING LED DRIVER(S) RZR-W M 2 minimum operating fampuwithrpof,3D'Cmot 1-22'F.90anda minimum operating temperature of mounted t Dnver(s) S/Ore i, and nec the, .1 recognized and mounted t0 a dr of PATENTPENDING assembly plate iM1a has aloftatl M1Oles to icllltafe ease a assemblymmoval or Ndum Installation. Ouck disconnects for Incoming power and optical assembly power are provided. Drivers accept an Input of 120I 50/601Pz and utilize bI DV F{�I �I T dimming.347V4WV,50,60HfalsoavoilobleonsomemodWs. Y�I Surge pmtector supplied far Aeon Installation at the most conveniaMly.emip ble location. LED EMITTERS In in output LEDs ate utilized with drive OVrr9nts ranging from A 350mA to1050mA. 70CRI Minimum. LED's are availabe in SondOM Neutral White (4000K), or Optional COOT White (6MOK) or Warm White (30WK). Consult Facoryorothar LED options. MIA I AMBER LED's FDA (Phosphor Converted Amber) LED's uNize phosphors to _ . _u create color output similar to LPS lamps and trove a slight output In Me blue spectral bandwidth. TM(lme Amber) UNDER T utilize material that emus IIgM In the amber spectral �I(/II � c bandwidth only without the use a phosphors. �I 1 FINISH Elecimsmflcally applletl TGIC Polyester Powder Coat on RZR-WM3 subaimte prepared with 20 PSI power wash at 140•F Four step media blast and Iron phosphate pretreatment for protection PATENTPENDING and point adhesion. Sol bake for maximum hardness and durability. O s p�g y 15� 2018002 U.S. Architectural Lighting--Aa�li�I © �® FmuLE . C RM l�e Sudingetl L Ind M inb-ca,o-al Catalog Number: RZR-WM2-PLED-IV-FTdOLED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 VIRGINIA Notes: LV CENT UlL 5393 RAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE INITIAL INITIAL FINAL LED SOURCE LVMENS- WMENB- LUMENS- L70 GREARR STARTING S MA% COUNT 1VPE SOURCE 4WUK 30YIK 5 K PSI(HR}1M21 IEMR INZ AMPS RO MD IPLEO°CPlkal 2M1- 21M- 2.a61- m0. -201 m lI 024 M ule-X 2]M 2AY z8w 2]] O10 20 Up 20PLED•OpXml J.6m- AGM- 3.6M- W. M -m°F n 120 0.an Module-525. 3.9M AYI AW5 20 NO IPIEO"OpHwl A,611- AMR- 461]- 6p,pOp, -ZO`F M lI 046 Mo6ule-]apM SAO I= &039 RUDE 0.I I Up 20PIED°Opeml 5.797- .07.- 5.93]- W.0 -m°F 65 120 O.ME Modub-1a5arW ... St61 a6R2 277 0.30 40 M. 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U.S. Architectural Lighting tii-.d�A,�"m - © U.S. ARCHITECTURAL m® bUDMID$a On: LOOT ZT, zuri alJ sabmmedb D m v'I 'nia cemMl Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,r•w, uGHTING 109 Community West Site HS-PLED R4-HS Notes: yVNREOINIA LV-CEW.I2 5393 BAZAR SERIES -LED WALLMOUNT PLED' MODULES \- i M RZDO E.P A.076 RZR E.PA. 0,6I OAST ALUMINUM ARM AND WALL Awl.theIn'. AD.A.Emlin k BRAG fTA55EnD PEACCESSFO Bu 191lED MOduleMm. 00LEOM duk o Mw BOIFD Maduie fIANRF/aWPIY WIRf CONHFC)ION. TUREISSLETEDWIRf CONNECTION 120lFDMatlule WALL PLATE POLE DRILUNG TEMPLATE T ]0 a41,1�... T Ya M IA °q wwawgv it F�q uB RD•1FD.A=OA6 ffi Main 1 - a6L®MadaleMm 40 LMModule ,I.. lM-NA umni pl gaS E,ae!DIdeI [.aT.o�., IUR/R WV/BN�7DOm JCWPDT/RAD80195 D • • MOOR Chirac LED NgDE VOLTAGE FRtlSH OPEYJNS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO. MI CRNEcL COLOR .'A. 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Uj W I� � O '^r' li 0�� Q _ 2 ^Dawas I..L LIJ Q� W Y U - N L.E` z 0 O 5 GA LiJ J Q W W M Z Q SHEET NUMBER C L-501 0 0 a a 0 C `o x T W E Y 0 00 I 6 I S411-17'30"W ( I _ r c / o / / T W / / E I c / I o / W a / � o / —SS f----�SS — v — o / 0 / ------/-- 1 � I 3— / // F 1 <s J / I n 3 / I Qc / JE-------/ �O O U Iv 1 ' J 1 L Y O n o NEW MARKET-HOLLYME D, LLC c 'T D.B. 5125 PG. 20 i PARCEL ID: 03200-00-C�@-04300 o LANDSCAPE AREA (1,078 a c LANDSCAPE AREA (12C O E o � `o I v o' v � 0 0 D y, 0 0 N 3 O L = u I 3 o V v C O > -- — — 0 J O — — — — — — — — — — — — — — — — — — — — — — — — — — — — N I a =� n Y 0 y U N E L°' y — � 0 v y O U � m N V ., J c y N o0 � N C 0 O O c Z v E Q J 1 w � c Z Q O J N n O Z Z � Jd N � L U � i y 1 C J N W 3 O- O � J � N O � L O y c 0 n n c v o Y� n � L � L 3 N �+ N L - N 0 0 J r E n � 0 p o 0r LIMIT OF DISTURBANCE ON I `I R* \0 6X SS � r �i �i. � .._.,i44 K H H k PROPOSED 32,325 SF CHIPOTLE FFE: 544.19 REFER 104.43' z a 00 N o; W la 1T� EXISTING IIIEE TO R MAIN, TYP. I0) IiD \ \ \\\\\\ L S41`17'30"W & \\\ \ 1 S p \ I 13 Pi 10 \ \ \ \ \ \ a \ MULCH ENTIRE BED, TYP. PA \\\ 58 10 Z \ � 1 c° \ 4 \ \ N cooi o i BM #2 LANDSCAPE AREA (222 st) ° NE CORNER 1 � OF D.I. I T t LANDSCAPE AREA (464 o F,,,I ELEV=542.74 I TARGET CORPORATION 2EXISTING TEE TO RE AIfV D.B. 2896 PG. 171 w PARCEL ID: 03200-00-00-043BO d /ern ►� rn II / / I / / 1 / L Tp _ 'r / / I ~ — — — — — — —ALL FRONTAGE LANDSCAPING WITH — PREVIOUSLY APPROVED SDP2003-00081 IS TO REMAIN SEMINOLE TRAIL SWB BCORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 SHADE INDICATES LOCATION OF "STEETISLOPES-MANAGED" AS IDENTIFIED ON ALBEM LE COUNTY GIS (TYP.) PLANT SCHEDULE SHRUBS CITY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS IG 21 Ilex glabra 'Shamrock' Shamrock Inkberry Holly Cont. 24" HT MIN. PI 10 Prunus laurocerasus'Mount Vernon' Mount Vernon English Laurel Cont. 15-18" HT MIN. GROUND COVERS CITY BOTANICAL NAME COMMON NAME CONT I SPACING REMARKS PA 158 1 Pennisetum alopecuroides'Hameln' I Hameln Fountain Grass #1 24" O.C. NOTE: - ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. - ALL DISTURBED AREAS, NOT DENOTED AS PAVEMENT, MULCH OR PLANTINGS, SHALL BE SEEDED AS PERMANENT LAWN. CHIPOTLE TREE CANOPY REQUIREMENT CALCULATIONS - SEC. 32.7.9.8 Required SF Calulation Provided Requirement met by existing vegetation 10•1ofgross site size 0.30Acre *.10=.03Acre (1,307SF) (4,338 SF) TREE CANOPY REQUIREMENT CALCULATIONS (as noted in Sec. 32.7.9.8) Gross Site Area 0.300 Acres 13,068 SF Tree Canopy Required 10% 1,307 SF Tree Canopy Existing to Remain (Refer to Tree CanopyBreakdom) 4,338 SF Tree Canopy Provided (Total) 4,338 SF TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage Provided 9 lExisting To Remain 482 SF 4,338 SF Total: 4,338 SF CHIPOTLE PARKING LOT LANDSCAPE REQUIREMENT- ENTRANCE CORRIDOR OVERLAY AND SEC. 32.7.9.6 Requirement Type Required Landscape Calculation Provided Trees ,Tree for every 10parkingspaces 21 Spaces/10 = 2.1 = 2 Trees 4 Existing Trees to Remain Landscape Area 5%of paved area 6,098SFx5%=305SF 2,011SF CHIPOTLE ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT AND SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required West Property Line (Same Parcel) Interior- No Setback Required N/A N/A N/A N/A South Property Lines (Route 29 - Seminole Trail) 2.3 Large Deciduous Tree (1 per 35 LF) 10' Landscape setback along road. Large shade street tree (3.5" 10 114 Requirement met by existing vegetation 22.8 Shrubs (1 per 5 LF) Cal.) @ 35' OC w/ interspersed ornamentals (8' Ht.) & Shrubs @ 5' Inc East Property Lines (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required CHIPOTLE ALBEMARLE COUNTY - MAX. PAVED AREAS TOTAL LOD (AC. ) I TOTAL PAVED AREAS (AC.) % PAVED 0.301 0.141 46.6 NOTES: • LANDSCAPE CALCULATIONS FOR THIS SITE HAVE BEEN CALCULATED BASED ON THE ORIGINAL SITE PLAN FOR THE ENTIRE PARCEL. • ALL REQUIREMENTS HAVE BEEN MET BY EXISTING VEGETATION (SEE SDP2003-00081) • •• ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES -SPECIFICS: LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES: SHRUBS SHOULD BE USED TO INTEGRATE THE SITE, BUILDINGS, AND OTHER STRUCTURES; DUMPSTERS, ACCESSORY BUILDINGS AND STRUCTURES; "DRIVE THRU" WINDOWS; SERVICE AREAS; AND SIGNS. SHRUBS SHOULD MEASURE AT LEAST 24 INCHES IN HEIGHT. GENERAL LANDSCAPING NOTES w Q z O M N M N U Q Z> O U Uj Q O O) U c O U U U) z I^12, o o c o Z N co = Z U) O } Of 7 O N coJ � _ F- W Y Z 0 J _ Y N J_ O r NLn Ln 0 N ELIZA GRACE MACHEK LiC. No. 001682 OVIVZ023 UO N z cn v :E w O w00 O N wON Cn a a_0 � Q� < Q m m } m o Z ZCD o y a 1 0 a 0 w (Un O O U Z J 0- 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE I w FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. /'► 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY U) TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE Q — NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. Z 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS Q J a U) W z� 1� W GRAPHIC SCALE IN FEET J O O 0 10 20 40 N LL 10L I..L O N� 0- < _ D_ W = IY U LL 0 U Q U W Q \J\ J W W m Z Q SHEET NUMBER CP-101 C N W O 0 ° a a 0 C 0 T E Y 0 T a ° r 3 N 6 0 0 ° a 0 0 T v E n T J � Q 0 o � o Z a z ° Q � n ° � c � o z 0 O Z Q rn o Z Q C J � J 3 n 0 1 ° :J s � 3 � C L E n , C ° 0 0 i v � r 0 � v o c E ° n ` Q 0 I ° �E o L ° 0 0 v 0 o ° E 0 0 ° I � � n N o V 3 n h r u > 3 0 I J Y � v Y 0 C O E ° 0 ti ° n a n V ° a N h 0 V y N V 0 T c 0 o � O C n N J . Q a ° z Q `o n = ° _ E Z 2 z N i Q o J n ° z J ° B r I c i v 3 a o O � J � N ° o ° � v Y c 0 � y n a ° C a: o Y 0 n ° s � s y 3 N s 0 0 E m � 0 p o 0r GENERAL NOTES 1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection of the Landscape Architect prior to, during and after installation. 2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs, and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to installation. Plants not approved shall be resourced and resubmitted. 3. Planting beds and individual tree plantings shall be mulched continuously as specified. 4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work in a manner that avoids damage to utilities during the course of work. Contractor shall be responsible or remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape related work. 5. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference -it is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing. 6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing, edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1) calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed the original specification identified on drawings. Replacement planting shall extend the same warranty as originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of warranty period. 7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement by warranty shall exhibit characteristics of 30% dead -per individual plant, non-contributing or disease compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and continuous, densely established coverage. Contractor shall perform a site review at end of warranty period and provide the Owner with written documentation of the site, including plant health, warranty replacement items, and conditions that may be influencing plant health. Contractor shall remove from plants and site, all staking and guying material at end of warranty period. 8. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the work undertaken. 9. All material including planting operation appurtenances shall be of domestic origin manufacture and sourced within 100 miles of the project site. 10. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary resulting modifications to schedules are responsibility of the Contractor. PERFORMANCE SPECIFICATION L PLANTS A.General 1. Live healthy plants free of dead branches and parts 2. Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B.Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C.Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D.Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than % 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 It. Materials and Appurtenances A.Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B. Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C.Use of Existing Topsoil 1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures D.Shredded Hardwood Mulch 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E. Composted Pine Bark Fines 1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10% wood content F. Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G.Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H.Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M.Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N.Filter Fabric 1. Mirafi 140-N or approved equal O.Steel Edging 1. 1/8-inch x 4-inch in full sections. Ryerson, Timec or approved equal with integral stakes. No open corners. Corners shall be formed and trued to compliant angle or welded closed P. River Stone 1. Locally sourced, river rounded, unfaceted river stone/cobbles. 2. Size shall not exceed 3 total inches in any dimension. 3. Color and texture approved by Owner 4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints. 5. Concrete or mortar as approved by owner. III. Execution A.Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of other trades which show development of the entire project and become familiar with the scope of required work by others. B.Planting Seasons Recommended seasons are a general guide based on historical climatic data and typical performance of plantings, and which vary dependent on project -specific environmental conditions. Due to construction schedules, recommended planting seasons may/may not coincide with request(s) for certificate of occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner on an individual project basis. 1. Deciduous and Evergreen Trees a. Do not install/plant the following trees between September 15 and March 15 1. Oaks (Quercus Sp., Such as Q. rubra, Q. alba, Q. phellos, Q. coccinnea) 2. Dogwood (Corpus Sp.) 3. Sweetgum (Liquidambar Sp.) 4. All Conifers and Evergreens except White Pine (Pinus strobus Sp.) 2. Deciduous and Evergreen Shrubs a. Install/plant between March 15 and June 15 and/or September 15 and November 30 3. Perennials a. Install/plant between March 15 and June 15 and/or September 15 and November 30 4. Spring Flowering Bulbs a. Install/plant between September 15 and December 15 S. 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 9 ( ) P P 7. No Plant Installation a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner C.Positioning & Location of Plantings 1. Position plants to show the most -prominent and well -formed face to most -public view 2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning installation 3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without Owner approval D.Implementation 1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner 2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor. Plan accordingly for procurement of materials 3. Continuously update implementation schedule and notify Owner of progress. Delays related to material availability are not cause for non -completion of scheduled delivery of work 4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for remedy of schedule delays. Do not work, place or modify frozen soil 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor E. Clean Up 1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site furnishings, etc. 2. Repair any damage to existing conditions that occurred during execution of work. 3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape Architect. SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SHRUB PLANTING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N ■ NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2 ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 "=1'-0" EDGING FILTER FABRIC COMPACTED SUBGRADE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING 'D' t A t D, D r 8" O.C. 10" O.C. 12" O.C. 18" O.C. 24" O.C. 36" O.C. D 48" O.C. GROUNDCOVER SPACING NOT TO SCALE 6.93" O.C. 8.66" O.C. 10.4" O.C. 15.6" O.C. 20.8" O.C. 30.0" O.C. 31.5" O.C. SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE u u u u - L J L - County of Albemarle n �� Conservation Plan Checklist -To be placed on Landscape Plans r _ (Handbook, pp III-284-111-297 for complete specifications) n r n 1. The following items shall be shown on the plan: n r n r ❑ Trees to be saved; n I Iu � Y� I L u 1 r, F i i i 1 4Limits of clearer outside dripline of trees to be saved); r�u �; a 'u �� nn� 1 I u 4 u IJ Location and type f protective fencing; LI � L L �� •-I r LIr 1 1 q n 1 n de changes requiring tree wells or walls; a ��, , F J i L I sed t�=n¢(titp or tunneling bgyo�t� ithl limits of clearing. - L � � � rF �� - �L L, u L -� be saved shall be marked with print or ribbon at a height clearly visibleltl iequipment operators. u �A agrip ilia begin until the tree marking has been inspected and approved by* County Inspector. J '� �3. onstruction Conference: Tree preservation and protection measures shall be reviewed-, with the contracto{ oli L u �� L u �� D4.JEaaioment Operation and Storage: luu n, �� 1 F r ` Heavy equipment, vehicular traffic and storage b construction mat s *rn u ` soil shall not be perrint �r I to be saved. J I� L~ul � J � �', nL� J J S�iil�Erosio�ind Stormwater Detention Devices: I l i�i I I I � � I I I 1 1 L J�n n say nW 1 1� nllh L111 U11 I� � � L n1 Such days shall not adversely affect trees to be sal n r Fires ar� nbfpermitted within 100 feet of the dripline of trees to be�ed. a D� u I � IL ``��II��1I � n IUIIIIIi Uh�,�� I� L n ��' � IL� r�r �7 4mdcY"rials: .. 1I` rr "u F 'L Imo' a r a �J i I � � � � r11 � �� I JI 4 Toxic materials shall not be stored withiq jot fee of�4 �p rr�b s pave�•i u n u F u u u L n u 8n P tective Fencin _I u 1 L F+ r r 1 n +'I J10 1 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. u J J rL ❑ Fencing shall be in place and shall be inspected and approved by a County InsPector prior to grading or construction. _, r� F, 9. Tree Wells: � 11 1 F i l n rf' r� - ! uI J Il r r 'L L `' J J r When the ground level must be raised with' dripline of a tree t ed, a trees�'di shall be provided and aomtrs�tilo ath F n I r+ I I rsubmitted for approval. 1 ri _ s n '+� r � 1 "i r F L I 4' Walls: a Ill,Iul+i nI�'� ��,n1�U,JiL L��i uii �Jii� l �� n t When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided Pn'r' rl1 L r �_�submitted for approval. 1 LJ r r L` I LII nru a ti LI u 1 L_E 11. Tr in 40 unnelin : '- J J L L �I'�Wh erichin�_ts required within the limits of clearing, it shall be donee as far away fro the trun goft 'po�sst e. Tml r r u u uhddr ail trne�hi II be considered as an alternative when it is anticipated that necessary trenchin d end f eJroota.l � J J 1�1 n��;+ JI � I�'1��1 � 11�1 II Jn�� I �rLl r1L �1 L f IyP iv (ynetng�Ishall be the last items removed during the final cleanup. I_ L I L In 1 � n I I L I ��J��I =LI II L' 1 T I.� L �L 1 L �, rL U�L u �� rh J L J �esishall be treated immediately by pruning, fertilization or other methods recommended by a tree s�egislist.IL J L , LL�n,-- .,� rJ 11vbi-,1i I8 IYELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREEC6N Aa�vrp REQUIREMENTS. L u ILI n u u �i -1 T- IGNATURE (DATE) n u n uu 1 u u u u CONT�ACT PURCHASER SIGNATURE (DATE) 5/1/06 Page I of 1 r w Q ofz o r7 N rM N U Q cn > O o Ld z Q O U) U c O N 6 r7 U Q Iz o o c o Z N co = Z U) U Y Of 7 O N N J � _ W Y Z 0 J _ Y � J N o r N Q Ln rn 0 N ELIZA GRACE MACHEK LiC. No. 001682 OI IVZ023 v0 N z D cn v w w00 N wD Ln Q L � \ Q 0 cn Q m m r m o Z Z n y a 1 0 a v w W OJ Z /� a_ W Q 0 Cl r V) Z Q Z W Q LU C� 0 LU J o0 LL Ow Q LLI LU U LL O U w J \J\ Q LUw m Z Q SHEET NUMBER CP-501