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Home My WebLink AboutARB202200060 Plan - Approved 2022-08-17V C N N O U O Q 0 s L Y O 0 0 s 3 N s 0 s 0 _ vi 0 U O V V Q C O ° I 21 Y L' .a ° 0 0 0 `O ° 3 c o m il 3 T y �o Y y J '3 J = �E V a= �s �o s� c = O ° i a o. o E ° O E� a I w m s o �a E o I � O O 3 I ,V U 3 U � � o o c J U 0 � e �a i a J Y ° i a Y = _ _ ay c ° °E a° _ ° n° s Y ° J � m � n O � a� J� a� Y o n o ° _ o � V n � �s Q 3 n� .v a o' ° n ° a ° s Khri~'stopherTaggart Digital Signature: ARB droved Plan Augusl:17,2022 PROJECT CONTACT LIST APPLICANT/DEVELOPER GREEN CLEAN AUTO WASH, LLC 5215 COLLEY AVENUE, SUITE 109 NORFOLK VA 23508 CONTACT: CRAIG VAN BREMEN EMAIL: CRAIGQGCAWEXPRESS.COM TEL: (757) 460-8360 OWNER THE CLEAN MACHINE, INC. 101 RIVERBEND DRIVE CHARLOTESVILLE, VA 22911 CIVIL ENGINEER Kimley*Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT SBA STUDIOS, LLC 1565 DALE FORD ROAD DELAWARE, OH 43015 TEL: (440) 476-8539 CONTACT: KEVIN CIESZYKOWSKI EMAIL: KEVINC®SBA—STUDIOS.COM SURVEYOR HURT & PROFFITT 2524 LANGHORNE ROAD LYNCHBURG, VA 24501 TEL: 434-522-7680 CONTACT: ADAM BRYANT EMAIL: ABRYANT®HANDP.COM MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE 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 SCOTTSVILLE MAGISTERIAL DISTRICT VICINITY MAP IT AJESVI!' VICINITY MAP TITLE EXCEPTIONS ARB202100060 TO RICHMOND RIVER, N.T.S. 1. EASEMENT(S) AND RIGHTS GRANTED TO VIRGINIA—WESTERN POWER COMPANY FROM W.A. HALEY& M. CHAMP HALEY, DATED NOVEMBER 26, 1923 AND RECORDED ON MARCH 12, 1924 IN DEED BOOK 186, PAGE 159. 2. EASEMENT AGREEMENT DATED NOVEMBER 25, 1998 BY AND BETWEEN CLEAN MACHINE CAR WASH, INC., A VIRGINIA CORPORATION, AND TRITON PCS PROPERTY COMPANY L.L.C., A DELAWARE LIMITED LIABILITY COMPANY, ITS SUCCESSORS AND ASSIGNS, RECORDED ON OCTOBER 6, 2003, IN DEED BOOK 2608, PAGE 217. 3. TEMPORARY CONSTRUCTION ACCESS EASEMENT GRANTED TO PANTOPS PARK LLC, RECORDED IN DEED BOOK 3350, PAGE 668. 4. ITEMS SHOWN ON PLAT OF SUBDIVISION RECORDED IN DEED BOOK 414, PAGE 385: a. OVERHEAD ELECTRIC DISTRIBUTION LINE AND LOCATION OF TOWER AS SHOWN 5. ITEMS SHOWN ON PLAT OF SUBDIVISION RECORDED IN DEED BOOK 689, PAGE 829: a. DISTRIBUTION LINE (HIGH VOLTAGE TRANSMISSION LINE) AS SHOWN; b. THIRTY FOOT (30 FT) MINIMUM BUILDING SETBACK LINE AS NOTED; c. ACCESS WILL BE LIMITED TO RIVERBEND DRIVE. SHEET INDEX SHEET LIST TABLE SHEET NUMBER SHEET TITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CV-101 EXISTING CONDITIONS & DEMO PLAN CS-101 SITE AND UTILITY PLAN CS-501 SITE DETAILS CG-101 GRADING PLAN CL-101 LIGHTING PLAN CL-102 LIGHTING DETAIL CP-101 PLANTING PLAN TOTAL NUMBER OF SHEETS: 9 REVISION AND REVIEW STATUS SUBMIT DATE INITIALS REMARKS 06/17/2022 STM 1ST MINOR SITE PLAN SUBMITTAL TO ALBEMARLE COUNTY 06/17/2022 STM 1ST MINOR ARB PLAN SUBMITTAL TO ALBEMARLE COUNTY 08/05/2022 STM 2ND MINOR SITE PLAN SUBMITTAL TO ALBEMARLE COUNTY 08/05/2022 STM 2ND MINOR ARB PLAN SUBMITTAL TO ALBEMARLE COUNTY PROJECT DATA SITE STATISTICS PROJECT NARRATIVE: THIS PROJECT CONSISTS OF THE REUSE OF AN EXISTING CAR WASH FOR THE PROPOSED GREEN CLEAN. SITE WORK INCLUDES THE DEMOLITION OF THE DETAILING GARAGE, RECONFIGURATION OF THE PARKING LOT, LANDSCAPING UPDATES, AND LIGHTING UPDATES. MUCH OFTHESITE, INCLUDING OVERALL LAYOUT, CIRCULATION, AND LANDSCAPING ARETO REMAIN. ACCESS ALONG BOTH FRONTAGES REMAINS UNCHANGED. PARCEL ID: 07800-00-00-017F2 SITE ADDRESS: 101 RIVERBEND DRIVE ZONED: HIGHWAY COMMERCIAL MAGISTERIAL DISTRICT: SCOTTSVILLE APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR SCENIC BYWAYS STEEP SLOPES -MANAGED EXISTING USE: COMMERCIAL CAR WASH PROPOSED USE: COMMERCIAL CAR WASH BUILDING SIZE: 40'X80'(EXISTING) TOTAL SITE AREA: 0.94 AC. TOTAL DISTURBED AREA: 0.22 AC. STEEP SLOPES: NO DISTURBANCE PROPOSED FLOOD ZONE: THIS PROPERTYAPPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO287D EFFECTIVE DATE: FEBRUARY 4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BY HURT & PROFFITT ON SEPTEMBER 20, 2021 DATUM: CURRENT BEARINGS SHOWN ON SURVEYARE BASED ON VIRGINIA STATE PLANE GRID SOUTH ZONE (NAD 83) LATITUDE: 38°02'00"N LONGITUDE: 78°2717"W RECEIVINGWATER(5): RIVANNARIVER- MEADOWCREEK VAHU6CODE: JR14 SIDE: Y PARKING SCHEDULE PARKING PROVIDED: 15 SPACES TOTAL HANDICAP SPACES PROVIDED: 1 SPACE TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) N/A PM PEAK HOURTRIP (ENTER/EXIT) 29/28 VEHICLE TRIPS PER WEEKDAY 59 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONTNG ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT r m w Q 0 z 0 w Df z O 0 N LN U Q z O W z ~ O Q O U m O Q Z O C) O r O Z N = I [E O J n 0O > - :>: Y Q J N O O o� O 0 RYA PERKINS LIC. No. 046565 08/05/20Z22 N�WW� wN N O Y Y O O w N n 0�� m > (L o`-) a m m 7 O o w Q� w Z z w _ 00 3 U Y CDQ Q w VJ W W U I- L L] L L] ��2 vJ L.L LU 0 U Q N, L.L z_ � Z > Q 0 Lu Z J L L] U op Z L Lj LU Lu i z O w O w m Q SHEET NUMBER CA-100 C r CONSTRUCTION STANDARDS DEMOLITION / LAND DISTURBANCE NOTES DRAINAGE / STORMWATER NOTES UTILITY NOTES 0 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED w 0 MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF Li DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON a Q AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN Q = FOLLOWING REFERENCE DOCUMENTS: AVAILABLE FOR REVIEW. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. ° SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND OR TREE PROTECTION ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS MEASURES PRIOR TO SITE DISTURBANCE. / STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT v WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED Y SPECIFICATIONS LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE D. VDOT ROAD AND BRIDGE STANDARDS CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY y E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE UTILITIES. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE cn a F. VIRGINIA WORK AREA PROTECTION MANUAL. OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY oREQUIREMENTS. N o H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR FOR THE OTHER DRAINAGE ITEMS. > Li r SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND 3 BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH CONSTRUCTION NOTES ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, REQUIREMENTS. 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 AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL F. COORDINATION WITH UTILITY COMPANIES &ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL . NECESSARYTHE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, AFFECTED PARTIES. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING o SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE o DURING CONSTRUCTION. SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. o " FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND z a" 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE INFORMATION. NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND 673-3882. REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE N = RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY APPROVED BY APPLICABLE AUTHORITY. ,.4 a THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN L TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY PLACE. z a € 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, O - > Y LOCAL REGULATIONS AND CODES. THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL N o 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS UTILITIES (UNLESS OTHERWISE NOTED). a o NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. � 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH O ro o UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. THE UNIFORM STATEWIDE BUILDING CODE. Q CC) z ° REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. o z ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND - Of WAY' 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE ^ co O LOCAL REGULATIONS. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING SIGNS AND MARKINGS. Q I n `0 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, AND BE INSTALLED ACCORDINGLY. � } STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE t 5 ro � 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. o N RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE x ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO w Y z = ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY' CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO } o z J 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN RETURN IT TO EXISTING CONDITIONS OR BETTER. INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION w o � OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. x ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, CONDUITS. 3 a z v ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND Y a 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE 3 THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS N DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE 0 3 _ THEIR "PRE -DEMOLITION" CONDITION. THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT o 0 CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL � s AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. � j BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH OO 3:Q '3 CONTRACTOR. J A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY o FIRE RESCUECD TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, w 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION 1. SMOKING SHALL THESE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH IR NI MAKE SMOKING n 8 INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY DANCECLEANOUT TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH i r CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PREVENTION CODE. ALL APPLICABLE STANDARDS. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, PROVIDE A SAFE WORK SITE. T11 p WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE FAf� v SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). ° SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE ( ) 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY CODES. INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, INCLUDING ACCESS TO WITHIN 100 FT. OF V RYA PERKINS y MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO Lic. NO. oas5s5 E o OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR W a BUILT IN CONFORMANCE WITH (LATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT `�� 08�05�20L2 Q E COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE ° 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S ° PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING j�NAL ° 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ° N 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON z } a E AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. N � w w � REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK N o Y Y ° COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. TRAFFIC CONTROL NOTES w cv O x v 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND o 0 w cv c } J o DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT 0 ~ \ < m } 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED a Q � a > ° ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE o o m n FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER z �w � 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT STANDARDS. a � \ z z o AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY = C u a STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE Y o o 0 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY s TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO OF ADJACENT ROADWAYS. u CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM CODE. 3 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC o THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE CONTROL PLAN. - FEATURES. FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.Cn - 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE W ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM REQUIRED SHOP DRAWING SUBMITTALS: o DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ui ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND BUILDING INSPECTION NOTES: 1. IF REQUIRED FOR THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE a ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. FOLLOWING SHOP DRAWINGS: DETENTION SYSTEM, RETAINING WALLS, STORMWATER QUALITY O 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE DEVICES. �I 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO WITH ICC ANSI A117.1-09 AND THE 2018 VIRGINIA CONSTRUCTION CODE. CONTRACTOR TO SUBMIT TO THE COUNTY ALL SHOP DRAWINGS REQUIRED BY THE COUNTY FOR CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES 2. Y w THEIR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE 2. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER r a CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY SIDEWALKS. J ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. AMERICAN DISABILITIES ACT NOTES 0 0 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985, MUST HAVE AN ASBESTOS SURVEY PERFORMED T DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE 1. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE `o LOCATIONS. FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS. ° AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED 2. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL 7 THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS L AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. w 4 DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR n v PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER n AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH 3. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, v N FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA STANDARDS FOR ACCESSIBLE `o THEREFROM. DESIGN, LATEST EDITION. v 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION 4. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THAT HAVE n E 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 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT (FHA), z VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF z HOUSING AND URBAN DEVELOPMENT. Q ° 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY cr Y THE CONTRACTOR. 5. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE Q z Z PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG 'F v 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO Q s SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED CASE SHALL AN ACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND r CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL Q v STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES Y SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. J a Lu °" Um 6. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE Z SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA SLOPE COMPLIANCE ISSUES. W uj n a v \ z m °ui C � O L ° O n Fy U s c ' v 5 iv I"� W J n v 0 0 m U Q m SHEET NUMBER r CA-101 u C N W O U O N C 0 `0 T W E Y 0 T a 0 3 N 0 L N v 0 a v 0 3 O T Z v J E 1 Y 'J T g n w c � o a n z ° � o -O � o z Z) o 0 z N Z `o n X � � C I 3 0 O 5 Y N 3 n c E 0 � i o v N Q r O c J o v U U C O E N n � Q a 0 a E C ' U C U � O C v 0 N v � v -6 � o � v n c N 0 0 N 3 J �s s 7 3 1 `0 > o N J o a Y � a Y m E a N 0 n s n n 0 o N w N °' N 0 ri 1 m u; Q N 0 n E 5 z J z N X X 'v w � v r v > C J � v 0 a o N O � J v o� Y O � AN, n a v v o n � m 5 � 3 v n v - w 0 0 J .. E n p o v � 0 NORTHING: 3899927.72 EASTING: 11495928.95—\ +369.0' CONC. WALL +367.0' I TW=370.58' NORTHING: 3899888.29 BW=367.06' EASTING: 11495893.321 NORTHING: 3899888.39 EASTING: 11495886.82 - 36 " \ IPF +365.2' EXISTING ASPHALT TO BE REMOVED EXISTING CURB AND GUTTER — TO BE REMOVED EXISTING RIGHT —IN /RIGHT —OUTS` ENTRANCE TO REMAIN , CONTRACTOR IS TO FIELD — VERIFY LOCATION AND DEPTH a OF EXISTING SANITARY SEWERS SS PVC l SS — s BENCHfl04k2H0' FILELWIiTORIHI'YE � FLANSCSFOONT ELEV=365.85' U) >i IL OD NORTHING: 3899754.43 EASTING: 11495884.68 m ra D T T_ n U) (� Q W a I I EXISTING BYPASS LANE TO REMAIN 011 ° Q II l a :D TW=370.56' BW=369.16' +370.7' / •c •� ce ee s,i e IPF d ',. e,e ea D `EXISTING { \SEWER SERVICE. I{ Mmm Ur EXISTING RIGHT IN S. ROUTE 250 RIGHT ONLY ENTRANCE RICH TO REMAIN ARIABLE RNV) v NORTHING: 3899932.56 TW=379.25' EASTING: 11496117.62 . 4 4 TW=371.42' BW=370.99' 0.67' x 2.0' (TMP) +3, 10.0' 10.0' 10.0' 10.0' 14.0' 80.7' EXISTING GAS SERVICE 2-STORY BLOCK OFFICES W/ 1-STORY DRIVE-THRU CARWASH EXISTING TREE AND LANDSCAPE WALL TO BE REMOVED EXISTING LIGHT TO BE REMOVED 'CEDAR ---- - _ 36 4-- _ / _ X TW=370 88' 7 CONTRACTOR IS TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE TM #78-17H KEVIN L. SMITH DB 897, PG 596 lyI I+ DB 797, PG 703 c ZONING: PD-SC I I I I USE: CONDO -OFFICE EXISTING WATER, SANITARY, ELECTRIC AND STORM SERVICE IS TO BE TERMINATED AND REMOVED AS NECESSARY � • Lam/ ° d 7.4 • eS 2 - 4" PVC 'DRAIN PIPES INV OUT=368.1' --4_ VS10 . PEAR TREES- 2-STORY BRICK OFFICE BUILDING n-e'e -e Ge-e e Lm e EXISTING GUARDRAIL TO BE - REMOVED EXISTING CURB AND GUTTER TO BE REMOVED f1 111 EXISTING SHRUBS TO BE - REMOVED TO ACCOMMODATE RADIUS ADJUSTMENT STORM SYSTEM TO BE REMOVED s, •c •s e 7TW=375.5j2Z` BW=371.99' �1 ` > CANO JOVER '1 PAY S IONS t741l - _ +369.6' - - - - EXISTING BUILDING AND COVERED U WALKWAY TO BE DEMOLISHED EXISTING SHRUBS TO BE REMOVED I• I \ PROPOSED INLET PROTECTION — VIRGINIA STD 3.07 (TYP.) I u TW=379.23' I' 18" BRICK WALL EXISTING PARKING SPACE TO REMAIN I II1n's II 1 EXISTING PARKING SPACES TO REMAIN REAR OF 12" BLOCK WALL ON OR ALONG PROPERTY LINE BRICK WALL 3899750.76 11496114.61 LEGEND a DECIDUOUS TREE Q SHRUB • BOLLARD HANDICAP PARKING/RAMP BENCHMARK ® CLEANOUT ® ELECTRIC METER AC HVAC UNIT EV ELECTRIC VAULT cV CABLE VAULT TP TELEPHONE PEDESTAL SIGN FIRE HYDRANT wv pQ WATER VALVE ® WATER METER ® GRATE INLET DRAINAGE MANHOLE SS) SANITARY MANHOLE c LIGHT POLE CURVE DELTA 1 RADIUS 1 LENGTH CHORD BEARING CHORD C1 83°16'13" 40.00' 58.13' N42°0609"E 53.>5' C2 1 °5324" 1 5721.58' 1 188-74' 1 N 88°3146" E 1 166.73' ALTA SURVEY PROVIDED BY HURT & PROFFITT PHONE NUMBER: 434-847-7796 ADDRESS: 2524 LANGHORNE ROAD LYNCHBURG, VA 24501 SURVEYED BY: JOHN E. HODNETT DATE: 4/12/2022 LINE 1 BEARING DISTANCE L 1 I S 89°05'O6" E 6.50' GRAPHIC SCALE IN FEET 0 10 20 40 m m W Q 0 cn z 0 > W 01 O 0 N N U Q z > O UI p LLJ z O 0 O U cc Q z O 0' z O r O Z � 0 } 0_ 0 N J O N � = W Y - 3: LL Y Q cli N 0 a VENISON[ O RYA PERKINIS L1C. No. 046565 OS/05/2022, N CN z 3: 0 } W Y Ld W Y Z 0� O 0��\cn a-Q N Ln ccn Q m > m Q� _ D O 00 J o 0 m 3 o w U Y O ¢ Ul v O ¢ O w U 50 G W r V z U Z Z 0 J X W ~ 0 z 0 U L.V Crl z W z J Um z� w w w > Z V W 0 � LLI m J Q SHEET NUMBER CV -101 GV b c+ E Q V_ LL IPFZ flDISTURBANCE p <'a FUA WryM� LNN.I. LLI w W LIMIT OF 'r- EXISTING BYPASS LANE TO REMAIN U.S. ROUT WAY II 10' FRONT BUILDING RIC EXISTING MONUMENT SETBACK SIGN TO REMAIN �I (VARIABLE R/W) EXISTING RIGHT IN II ONLY ENTRANCE TO REMAIN UGG *L ' 'n'e'n ° PAINT/STRIPING ` Ir -, _EXISTING GAS ° °, rCSERVICE m EXISTING CAR WASH TUNNEL TO REMAIN (FACADE IMPROVEMENTS PROPOSED) TING PARKING TO REMAIN BE UTILIZED BY EMPLOYEES UA FLUSH CURB Q 13.0' // / n.� o > \ 0.212 ACRES ? ::,. ' TF..5 0 ° LIGHT (TYP.) N `o r C � v i 3 CONCRETE WHEEL STOP a (TYP.)� O z Q 3 J v E u v VACUUM BOOM ARM BASE ,T r IN GRAY (RAL 9006) (TYP.) (DESIGN BY OTHERS) 0 v 0 24" WHITE SOLID STOP BAR (TYP.) C 0 a EXISTING RIGHT —IN /RIGHT —OUT ENTRANCE TO REMAIN o ° ss =VC _1 `o �� _� SS E N s 20' x 20' � v n WATERLINE Q EASEMENT I � � O E EXISTING 1.5" WATER n METER TO BE REPLACED U o N WITH A 2" WATER METER E 3 0 C Cn O ' �s J s 13 a `° °p � w m C U 0 0 c v N �° L a I � u � w u � v .} a � N J O J Y c O Y � ro C w 1= C_ O ' y N n v n � � N w O N v c � v v E n N C � N Q ° c z v I� 8.6 .a a -. / EXISTING SANITARY E3 / / // SEWER SERVICE / / / / / / / / / ADA SIGN AND BOLLARD UGE 't `:.".I v / y/ / i ADA PARKING SYMBOL / / 79 6' 5.0' W4q/ 13- D/// 4/0/ / y° o VACUUM EQUIPMENT PAD e: 6" THICK, 4000 PSI CONCRETE / / / // / " • � o R-1 STOP SIGN — R5-1 "DO NOT ENTER" SIGN I W � R3.0' D _ — R5-1 "DO NOT ENTER" SIGN CURB AND GUTTER_ VDOT STD CG.6 (TYP.) — c N 89°05'06" W X X 2" SM-12.5A SURFACE COURSE Q N Pa 1 � W .v+ n � v Y oN -� —� 11 11�EllI�EllII 1II 1 Y ° II I -III I IIIIIIIIIIIIII I n v 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B N C ° ° SUBGRADE — STABLE AND COMPACTED TO A � u n v DRY DENSITY OF AT LEAST 95% OF THE SOILS 5 STANDARD PROCTOR METHOD MAX. DRY s DENSITY (ASTM—d1557) TO A DEPTH 8" MIN. '3 BELOW SUBGRADE ELEVATION. n v LIGHT DUTY ASPHALT PAVEMENT SECTION ° NOT TO SCALE E n U o ° 0AI- _ �1�I . ()'INEIWXPAY STATIONS ,IN GRAY (RAL 9006) E I 1 I O C7 7 DIRECTIONAL ARROW (TYP.) I I o I EXISTING PARKING TO REMAIN 13.5U E \ AND BE UTILIZED BY EMPLOYEES C ' I - —CONTRACTOR TO MATCH I PROPOSE CURB AND GUTTER TO EXISTING CURB AND GUTTER. N C IP X 1 100'VEPCO I RIGHT OF WAY I 0 6" NON -REINFORCED CONCRETE PAVEMENT GRAPHIC SCALE IN FEET 0 10 20 40 EXTERIOR WALL 2@ 8" CRUSHED AGGREGATE BASE (3 SUBGRADE COMPACTION PAVEMENT SECTIONS PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY SECTION THICKNESS TO BE USED WITH OWNER. THE MANNIK & SMITH GROUP DOES NOT WARRANT PAVEMENT DESIGN. CONCRETE PAVEMENT SECTION NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN L SITE PLAN NOTES 1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 3. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 4. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. SITE PLAN LEGEND CONCRETE PAVEMENT CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT CURB & GUTTER Li V I L_ LJ 1 1 4 N.J V I LJ L_ V V V L_ L_ I L_ 1\ !l1 \ I V I NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN F%%JLL %lurxO %_lVVCGr GR P1fl1Vl NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN m m w Q cn z 0 W 01 O 0 N L N U Q z > O vi o - Z o a O U CcO N Of U Q z o Of 00 c o z o r 0_ 7 N J O N :5 = W Y �o � - a Y Q J N 0 O 0 "7 J� RYA PERKINS LIC. No. 046565 615/05/2m2- J z >_ >_ a N 3: w w 0� _ N 0 Y Y O ON ccn 0 1-- � (") > m a Q In Q r Q O 1�, oW m o W W Z CD z ¢ L w Y 0 ¢ v C) O O U z LI/ Z I� W Z J Um ZQ� w w w > Z /'►/ O V r LLJ J —i � m J Q SHEET NUMBER CS-101 c 0 0 O c U U c I O rn O N N a N N O N 0 a IN 0 N 0 U 0 O 0 J c a U) 0 U U T m 0 C r m N W O 0 o W a a -� SSFF �qZJN �yQ.SQPc\NG Fo 30" ° 3/8" WIDE x 1" DEEP a SAWCUT CONTROL JOINT 4" CONCRETE, MIN. 3000 PSI STRENGTH v 00� E Y o SEE CONCRETE ° 4" COMPACTED VDOT TYPE I #21-A STONE BASE - SIDEWALK SECTION BROOM FINISH o Lt z o r ADA PARKING SIGNAGE (PER DETAIL)LLI 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= o \, -1Hill —11 I-11 I-1Hill —1Hill —11 I-11 I-11 I-11 I-1-1-1-1 - z _p a COMPACTED SUBGRADE NOTE: REFER TO (WHITE LEGEND, RED BACKGROUND) 3" GALVANIZED GEOTECHNICAL REPORT FOR o o SQUARE TUBE V)FINAL SECTIONS AND DETAILS " a APPLY 1/2" THICK PRE -FORMED PLAN SECTION z 00 EXPANSION JOINT FILTER 0 0 CONCRETE SIDEWALK = USE 4" SCH. 40 STEEL PIPE _ DO NOT ENTER SIGN (R5-1) N M a FILLED WITH CONCRETE WITH 01 TOP ROUNDED. PAINT TRAFFIC YELLOW IF SIGN IS WITHIN p m i° p z ¢ - > CENTERLINE OF DRIVEWAY AREA OR SIDEWALK c(iPAVED o O n 0 0 o 5 5 j z ¢ o SLOPE TOP OF p SIGN PER PLAN 5/16" BOLT IN O U cc0 O CONCRETE 0 (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) 2) N yr m N ° p I SHAPE AND SIZE VARIES ¢ z o r o o o O o = GROUND /PAVING SURFACE �\ o / ~ > O IW 0 j LLI I a I Ld 3: �o� d v O l I Y¢ 3 qt cj N 0 4000 PSI CONCRETE ^< 2.0 MIN. IN SIDEWALK / o 0 o AND PAVEMENT AREAS / N J 3 O 0 v E 0 1.5 4 VARIES GALVANIZED STEEL PIPE ��e v � I I � M r TH OF 0 REFLECTIVE TRAFFIC PAINT }�„ 0 G ADA PARKING SIGN POST DIRECTIONAL ARROW oho o C) RYA PERKINS y LIC. No. 046565 E TYPICAL AT ALL GREEN"LR7-8 SON WHITE o ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL PAVEMENT / AL o ° I�L1�14/ ON BLUE ON WHITE BACKGROUND 4" PARKING LOT STRIPING TO FINISHED GRADE z v PARKING BE 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT v N N O Y Y � —iTl _ •—i—i _ O , ADA SIGN POST (PER DETAIL) = III= I j -=1 1= I a o cn a > } n I= Q � \ o z m o N 12"x6" R7-8P SIGN `r -� —-.' ,- ❑� CD z a Y 3 TYPICAL AT ALL VAN GREEN LEGEND ON ., -_ Y 0 a w ACCESSIBLE SPACES VAN WHITE BACKGROUND I ;.IIII U ACCESSIBLE IIII s 3 HI11. .IIII 12"x9" PENALTY SIGN IIII (AS REQUIRED BY STATE ,: OR LOCAL CODE) ° 6" DIAMETER CONCRETE BASE ° 6" J_ o FL a NOTE: SEE SITE PLAN FOR PARKING SPACE Q w NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. LAYOUT AND DIMENSIONS NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA ADA PARKING SIGNAGE PARKING LOT STRIPING SIGN POST v W `0 30" A T 0 0 R_4„ W -° If z a 2.0' MIN. 7.0' 9" 2.5' FROM BACK CURB OR BLDG 3,000 PSI CONCRETE (0 -0of a 1.0' 2.5' 2.5' 0.875' ir) 2-/j3 BARSof I A v, N w 2 COATS OF 4" 0 1.5" CHAMFER L WIDE BLUE TRAFFIC w BITUMINOUS SURFACE N PAINT (TYP.) Z m o O � o D w w COMPACTED BASE COURSE E 3 < BACK OF CURB 0 00 LO x T ~ CURB AND z GUTTER0 oc 3 C� o N Yz" DIA. STEEL RODS COMPACTED BASE COURSE ¢ v 2.0' STEELODS M#NIMUMAR) A REB R) 2I0' MINIMUMDA. LLENGTH 7 ELEVATION VIEW SECTION A -A ` v L WITH 2 COATS OF WHITE QSTRIPE < NOTE: R-14 REFLECTIVE TRAFFIC PAINT 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 1 1 N L.LI L v 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB J a W N m N (WHITE LEGEND, RED BACKGROUND) U U c ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1-1) CONCRETE WHEEL STOP Z ° WW a ° 0 Z LLI 0 0 /'►/ O 1 r U 5 III......IIL..... W 3 V J � lY v O w Ld Iqr__ m J C N Q E SHEET NUMBER 0 r CS-501 'lotted B : McGra , Stephen Sheet Set: Kha Layout: GKAUING PLAN August Ub, 2U22 1U: b2: 19am K: KIG_GIV 115414 — Green Glean UUU — Glean machine— Albemarle Go UAL) HlanSheets UG-1 J1 GKAUING YLAN.dw g This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc.. shall be without liability to Kimley—Horn and Associates, Inc. I I co fn c� 8f SS , r MMnm r G) O n mmx� 600Z;a n x ? rn s was c a0 mN mC rN z 0 c - m59 Ip X>— o co0� / 1 UG 0 ,ZD> F D =, I ✓ t xl v' a, I p04 0Owl /W w�D 0QCt I I Y m 0 I I I ^ o I I I 4V I'�/ I I I/� W / I� Ijl I XI I j��jl I Nm I I NI I I II Illm� I I I'I I IIII I __ / '�L/, /, A W T I I RIVERBEND DR. S.R. 1116 (VARIABLE R/W) o \ � n \ 366 — - — — — of368---n — U 369 _ N Co �nZ. mC sa (n m Ovi. D / -no v v >' UA FF=370.65' 1� IPN I- W 370 I I Zh■ -I -' �rn m x n� mc D�0n ( > bD O N<mx �Z mZ O Zr O0O J OD_n"t A; Ob Z 370.68' D s v' rA N , OCR -0D—I C C-) m Z AM coM 07D Z� Z0z G7Z0 mA 0mD °D-0.Tmlm'�cmi�Wn Z 0 m Nc) GD G� C= mz D cm c oOzDDzoomm D o� mN Z D 0�m=mmmo z mK o o?-0o 7 mCm y c Coi mm Co zr Fri D —11 DO --I G) -71 � ZNmZOD oo m D0Wr o �m r Z zMr3 O ( mm Z m z > <<� ZM m O > z � Z C) O Z)- Z z o mZ �p 1 .�7 z_ i 0 Z D r 71 MI GREEN CLEAN 101 RIVERBEND DR. 0 CD 70 ALBEMARLE COUNTY GRADING PLAN KHA PROJECT 113414021 DATE 08/05/2022 SCALE AS SHOWN DESIGNED BY KEY DRAWN BY KEY CHECKED BY RRP pgd l'o�(�o Kimmley>>>Horn Z � �'p © 2022 KIMLEY-HORN AND ASSOCIATES, INC. N � 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 PHONE: 804-673-3882 V1 WWW.KIMLEY-HORN.COM �c. REVISIONS DATE BY v 0 U O O O a ° 0 I E Y O T ° 0 r v a 0 s v 0 0 Q a ° 0 I v Y n c 0 0 U ° 0 c 3 0 v o z N Q `° w r ° Z w �7 3 I 3 J J " / v y E v � N ° � o c m o y ic 0 Q v J � o - J w o ° E o a E Q � I � w c o s U N o ° E c o o v J a I a � N U 3 C o � N J � 3 c o avi w � T I � o � w / o a u Y ° Y n s E `o o n T c o n v c v �v ° n> �v E zy QN J� Z N v s B a v J � J � v � a o m U � N O ° L ° Y c ° N Y n a v ° v o ° n v w m � 3 n " y o ° J' E w ° U � O N � ar ONN 0 (.0w LJ� Z c- w m Q W W Q PROPERTY BOUND ADJACENT TO RIGHT OF WAY PROPERTY BOUND ADJACENT TO RIGHT OF WAY DG //iFi 3 0.3 0. 0.8 0.8 1.4 IPF((d.2(l7+ 2 1 2 40 A 3 I U.S. ROUTE 250 RICHMOND RD. (VARIABLE R/W) V.J 0.8 1.6 2.5 2.7 2.6 2.1 1.4 1.5 0.9 0.5 0.7 1 EXISTING CAR WASH TUNNEL TO REMAIN (FACADE IMPROVEMENTS PROPOSED) PROPOSED NEW WALL MOUNTED FIXTURES 4 0.6 1.2 3.1 7.9 1 11.7 5.0 2-s n 1.5 0.9 1.1 1 9 3 1 PROPOSED NEW FIXTURE AND POLE. NEW POLE 4 TO MATCH EXISTING 6.0 4.3 3.0 .2 1.8 1.6 1.5 1.5 1.5 1 5 6.0 4.3 3.0 2.2 1.9 1.8 1.8 1.8 2.0 I %.2 / 4.4 3.4 2.6 2.1 1.9 1.9 2.0 2.2 2.5 POLE RELOCATED TO PROPOSED LOCATION ,a o� 0 2.9 +2.5 2.1 1.9 1.9 1.9 2.0 2.2 2.5 q 0 D �.8 1.7 1.7 +.7 .7 1.9 2.1 +2 .5 •0 0 o ��. .5 1.7 2.1 2.5 BENCHMARK: FILED'X' ON F.H. FLANGE BOLT ELEV=365.85' NOTE: 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 FORM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. n 6] w 1.2 1.4 1.7 2.0 0.8 0.9 1.1 GENERAL NOTES 1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. 2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN. INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE. 3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE LIGHTING NOTES: 1. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN. 2. MOUNTING HEIGHT OF NEW FIXTURES ON EXISTING POLES IS ASSUMED TO BE 20FT. 1.1 1.5 1.9 � 2.4 3.1 L 1.4 1.7 2.3 I3.3 4.5 PROPOSED NEW 1 . 6 F1 T�RE 9N7PEXIS N 5.5 � P 1.8 2.1 2.3 2.0 2.6 2.1 2.1 9 C)2.2 &;B LL 3 2.4 2.3 '2.4 2 6 8C 2.5 2.4 2.4 + PROPOSED NEW FIXTURE ON EXISTING PgLl� 3 2.5 2.4 2.3 2.5 3.0 2.2 2.2 2.2 2.4 2.8 3.5 5 D 1.7 1.8 1.9 2.1 2.3 2.7 0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.5 1.7 1.8 2.0 0.5 0.6 0.7 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1. 0 0�,f 0.1 .1 .3 0.4 0.4 0.4 04 0. 0. 2. 0.5 0.5 0.4 X X X X PROPERTY LINE ADJACENT TO COMMERCIAL IPROPERTY ©' F"i L 0 2 2 2 4 i /// /// IIP•111 Olin Nil PROPERTY LINE ADJACENT TO COMMERCIAL PROPERTY LUMINAIRE SCHEDULE SYMBOL LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR A 3 SINGLE ECF-S-48L-1A-WW-G2-4-HIS-BK GARDCO 20'-0" LED 160W 1.0 �} B 2 SINGLE LPW-32-70-WW-G3-2-BK STONCO 9'-01, LED 65W 1.0 C 1 SINGLE ECF-S-48L-1A-WW-G2-5W-BK GARDO 20'-0" LED 160W 1.0 LIGHTING CALCULATIONS AREA ILLUMINANCE-AVG. MAX (FC.) MIN (FC.) AVG/MIN MAX/MIN PARKING AREA 2.2 16.6 0.3 7.5 55.3 PROPERTY LINE 0.22 0.5 0.0 N.A N.A GRAPHIC SCALE IN FEET 0 10 20 40 cn z 0 w 01 0 N N U Q Z % O vi o L z Q O O U ro O N U Q z O r0 00 c o / \ 04 co ^ Z �_ o r 7 cooJ 0 N :5 = r Of W Y o � - a Y Q J N 0 O o 0 z r r w u N w w w N O Y Y Ell N O ON � 0 � H \ � m > a- O Q o m m Q 7 \ w z z CD W w 1 a N Q U Vl W 0 Q 0 _ U Z J 0. V `Z 1 r2 V J Q L.L CD Z \_ QD W Z J W U op Z w W w > z O w w c) < m Q SHEET NUMBER CL-101 I I I I H I 11a LPI large wall sconce c O = Stonco LytePro LED large well sconce LPW32 features outstanding value project: w in a compact, architectural design. This powerful and precise combination Location: offers outstanding energy savings with excellent photometric performance. Cal Y LPW32 is ideal for building perimeters and corridors In addition to wall lighting Type: G Tapplications requiring strong lateral spacing and forward pattern projection. Lampe: oty: Notes: 0 00 Ordering guide Example: LPW32-70-NW-133-3-120-PCB-BZ S_ 3 Pref6t Wattage LED Cokx/Gen Distribution Emergency Voltage � LPW32 s LPW32 LytePro 32 70 7OW NW-G3 Neutral White 2 Type 2 -- one 120 120V m LED Large 90 SOW 4000K 70 CRI a Type 3 EBP Emergency Battery 208 208V Well Sconce 60 SOW Generation 3 4 Type 4 Packsm 240 240V c Wil Warm White 277 27N 3000K 70 CRI Generation 3 347 34N 0 480 480V 0 O UNV 120-27N (50/801 m 1 HVU 347-480V 50/SOHz) Q U o DlmmingeoMrole Motion sensing Photosontrol Location Finish O I FAWS Field IMRIS Motion sensor PCB Photocontrol BAC Meets the Textured in Adjustable #3 Lensie Button°A requirements of BK Black E Wattage the Buy American WIN White y Selector' Act of 1933 (BAA) >. BL BI-level BZ Bronze functionalltyi 4 DGY Dark Gray c M Medium r GYGray 0 - 0 Customer apeomed RAL Specify Optional color or RAL (ex: OC-LGP or o OC-RAL7024) o CC Custom color (Must supply color chip for v required factorquote) c 3 0 c Stocked luminaires - Ordering guide J O Q o Catalog Number Description Master Peck City UPCCode `0 LPW32 LPW32,70W, 650mA, 4000K, Type 3, 120-27N, Dark grey textured paint 3 622262813889 s V LPW32-G3-8-BZ LPW32,70W, 650mi 4000K, Type 3.1201 Bronze textured paint 3 622252813896 Z 0 = c w Stocked accessories - Ordering guide (Must be ordered separately)" S ` Catelog Number Description Master Pock, City UPC Code J 3 V LPWCVRPLT-BZr I LPW Universal well cover mountinglate Bronze textured slot P P none (none) 190096144880 ,✓ 7 s ' Emergency battery backup(EBP) available with SOW configuration only °Failure to properly select the 'BAC"suffix could result in you receiving ° Not available in 347 or 480V product that is not BAA compliant product with no recourse for an RMA or -) refund. This BAD designation hereunder does not address theapplicability Not available with BL, FAWS or PCB of, or availability of a waiver under, the Trade Agreements Act, or(II) the 'Buy C inm Not available with other control options. P America'domestic content requirements imposed on states, localities, and O E ' Available only with BL diming option other non-federal entities as a condition of receiving funds administered by N ° M Ust specify voltage the Department of Transportation Or other federal agencies. Y) u /) 0°Other colors available upon request as made -to -ostler °Consult Signify to confirm whether specific accessories are BAA-compliant. c O I 1r T LIS => inLPW32_LytePro_sconce 10/21 pagetof3 CC 1 u 0 c :J O m o E A Site & - m n 4s ' • 01 Q EcoForm I by 1'-�ignify U O E m a Gardens Eg,oForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low Lmmbn: `O profile LED luminaire. EcoForm offers a new level of customer value. EcoForm CetNo: features an innovative retrofit arm kit, simplifying site conversions to LED by n eliminating the need to drill additional holes in most existing poles. Integral Type o control systems available for further energy savings. Includes Service Tag, our Lamps: City: 3 innovative way to provide assistance throughout the life of the product. Notes c O '- 02 s :J u s c 3 Ordering guide example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY D 0 U O L ECF-S O ECF-S Ei,iI 32L 32 LEDs 365 365mA WW-G2 Warm White AR' Arm Mount Tvoe2 120 120V site and (2 modules) 630 530mA 3000K, 70CRI (standard) 2 Type AFR Auto Front Row 208 208V Cf C ,r) D va..mall 100 700mA Generation 2-80 Rotated left goo AFR-90 Auto Front Row, 240 240V to tO50mA - eu re 1 a Thefollowing 2-270 Rotated right 270° Rotated left 90° 277 2M m 4000K. 70CRI mounting kite 1.2A 1200mA AFRd70 Auto Front Row, 347 0 must be ordered Type Rotated right 270° Ogg 40W 480V % a CoolGeneration2 CW-02 Cool White separately (See 8 Type4BL 48 LEDs 800 3 BLC Back Light Control UNV 120-277V :J 100mA Rota Gain.., 70CR1 accessories) 9-90 Rotated left 90° (3 modules) Ul tO50mA Generetlon2 MC-90 Back Light Control n. J SIP Slip Fitter 8-270 Rotated right 270° rotatatl at 90° NW 347-48W 36]-480V O Mount MCI Back Light Control (50/60Hz) fi4L 64 LEDs 900 900mA (tksto2-/a 1Wet rotated at 270° N (4 modules) me 1050mA O.D. anon) 6 Type4 LCL° LEED Corner Y d WS Well mount otete et90° Optic Left with surface 4-270 Rotated right 270' RCL° LEED Comer m conduit Twin b Optic Right -C rear entry E permitted 6 Type 5 O RAM • Retrofitarm VIN Type 5W a0 mount kit T y c n G U � C w V DCe 0-tOVExternal dimming IMRM'°Intagrelwith PCB°• Photocontr0l Fusina Square PoleAdep[er Te&Lg[ed v m (formntrolebyothers) #3lens Button File Single(120.277,347VAC) includedinetentlard BK Blac DCCe°e Dual Circuit Control IMR17e Integral with TLRD6ee Twist Lock F2' Double (208. 240. 4BOVAC) product 1J 0 FAWSAae Field Adjustable Wattage Selector #]lens Receptacle BZ Bronze TBe Terminal Block 0 V ,5 6Mn poleMount Fudm LLC'eree Integral wireless module pGV Derk Grey BL'e"° Ell -leaded functionality TLRD7ee Twist Lock FP1° Single (120. 277, 347VAC) Pull Hound Pole m m SRDRx°x- Be driver connected to Zhaga socket Receptacle Fill Double(208. 240.4801 Adapter MOY Metlium Gray (fib tole) 3.9" 7 Pin FPS' Canadian Double Pull O.D. pole) Custom" eox2fietl Ch O moo DvmDimmer Automatic Profile Dir lne TLRPC TWie[Lock (208. 2/0, 480VAC) Receptacle w/ HIS° Internal House RAL Specify optional °L " c CS50e• Safety 50% Dimming. 7 hours Photocell Sum Protection nOkAatanderdl Sitla Shield color or RAL (fix: RAL7024) m CM50a Median 60%Dimming, 8 hours SP2 Increased 20kA CC Custom color J E MOrs Safety 30% Dimming, 7 hours (Moat supply color D Q CM3M' Median 30% Dimming. 8 hours chip for required _ m factory quote) y) c_ 21 1. BL-IMRI3O equipped wish out -boarded eewor housing when 10.TLRD6, TURN entl TURIG receptacle pina 4& 5 are capped off 16. Not available with DI DCC, FAWS OM LLC dimming C G voltage Is HVU(347-48OV) when ordered with any of she Dimming controls DD or control options. m 2.Mounts pole with etlapbrIncluded for SAME or I.I.C. 17. When Growing SRDR. [onbolleOlema,.dW.Ube used on - O _ .,.mta4"muntl 1se, tl. Net av+aeble in 480V OrNr eellw ratty with TLRD6/7. wokelmunt be 8fi cote edble Scree eeiriceHoae fo. mare agwre age plat age Y P I P _ - 9. Limited foemaximum Of 46degrew timing above horkontel. 12. Nut available with L1CC. daub). Consult factory for lead time . All]pins in NEMA ;) S 4. NotaveilablewlthoMardimmingcontroloptlone. 13. Not avallable with SF and ft. RPM provided with block receptacle are connected to SR driver. SRDR not available with 5. Not available with motion cancer. finish standard. TLRD6 or TLRPC. m e. Not eveileble with photommsol. 14. HIS not available with Type 5. Be. BLC. BLC-90. BLC-27G LCL 18.0-10ndimmingdriver°tndard. N = Z) 7. Must specify a motion unoor lane. or RCLoptlea. 19. LCL amid RCL not avagable with 48L-1.2A or 64L-1A. U 8. Net eveileble in 347 or 48OV 15. Not eveileble with 00. DCC. end FAWS dimming S. Meet specify Input voltage. control options. J � J umi W 0 in O in O � J N C L US O Y o ECF-S_EeoForm_erea_amell OV22 page 1o79 r � N � n a m at ° m o � u n m m 5 � 3 0 w - w 0 0 J .. E n D 0 0 0r LPW3. LytePro LED large wall sconce Dimensions 1 _1 hI / 4.6"(12 cm) 12.0"(30 cm)--9.2"(23imi Lumineire weight: 9lbs (4 kg) Lumineire with EBP: 1116e (5 kg) Location of test switch \_Wcatbn of motion sensor lens when ordered with EBP when ordered wish BL-IMRI3 LED Wattage and Lumen Values Accessory dimensions (ordered separately) LPWCVRPLT-BZ LPW Universal wall cover mounting plate, 0.08" aluminum, bronze textured paint (used to cover larger pre-existing opening or surfaces, field installed). Offers same J-Box pattern as Iummalre or may lagged to well using (4) knockouts. Universal J-Box mounting hale pattern O 1 0 100" -q 6chn) (2 8.5" 22 cm 1.5" (42 Ordering Code Total LEDs LED Current (Phl Color Temp. Average System Watts Type 2 Lumen BUG Efficacy Output Rating (LPW) 6026 B2-U0-G1 133 BA25 B2-U0-G1 130 1 10,992 B2-UO-G2 122 Lumen Output Type 3 BUG Rating Efficacy (LPW) Type 4 Lumen BUG Output Rating Efficacy (LPW) .LPW-32-60-11i 32 400 4000 45 5899 131-UO-Gl 130 5.710 B1-UO-G2 126 LPW-32-70-NW-G3 32 650 4000 65 90 8,248 B1-UO-G2 128 8,139 B1-UO-G2 126 LPW-32-90-NW-G3 32 900 4000 10.761 B2-UO-G2 120 10,618 B2-UO-G2 118 LPW-32-50-WW-G3 32 400 3000 45 5455 B1-UO-Gi 120 5340 B1-UO-G1 118 5,169 B1-UO-GI 114 LPW-32-70-WW-G3 32 650 3000 1 65 7,626 1 B1-UO-G1 118 7.466 B1-UO-G2 116 7.367 B1-U0-G2I 114 LPW-32-90-WW-G3 32 900 3000 1 89 9.951 1 B2-UO-G2 112 9,742 82-W-G2. 109 9.613 82-UO-12 108 LED Wattage and Lumen Values - Emergency mode Orel lag Code Total LED. LED Cu.. (ml Color Temp. Average System Watts Type 2 Type 3 Type 4 .Thal . Emergency Mod. Normal Mode Emergency Mode Normal Mode Emergency Mode Normal Mode Emergency Mode LPW-32-50-NW-13I 32 400 4000 45 10 $026 1871 5899 1832 5710 1774 LPW-32-60-WW-G3-EBP 32 400 3000 45 10 5455 1695 5340 1... I ands. 1606 Velueefrom photometric tab perromed In accortlancewlth IESNA Uall and are representative olithe mnfigurentlons shown. Actual performance mayvary due to ImW ilatlon and environmental variables. LED and driver tolerances, and field measurement considerations. It Is highly recommended to confirm performane swith a photometric layout. NOTE: Some late may be Bcaled based on test of similar (but not Identical) luminaires. Contact factory for configurations not shown. Predicted lumen depreciation date Predicted performance derived from LED manufacturer's data and engineering design estimates, based on IESNA LM-80 methodology. Actual experience may very due to field application condition.l is the predicted time when LED performance de reciate. to 70%of initial lumen output. Calculated per IESNA TM21-11. Published L70 hours limited to fi times actual LED test hours Wshant Temperature -C Calculated -.Hours Iper TM-21 Lumen Maintenance%at80,000hrs uapt 0°C S200,000 hours >54,000 hours >9596 Optical distributions Based on LPW32-70-NW-G3 at 20' mounting height 4 1 4M e 8w MMil n2 fe 2 2--e2fc' _- 2OSfc as ° 1 1M1 III lfc the a p 4MI sell 2MH 1M1 D lMX 3M1 3MH 4101 4MH 3MH 2141 1Mf 0 led 2MH 3MH 4MH slid 3MH 2MH 1. 0 11.91 2MH antl 4MH Type 2 Type 3 Type 4 LPW3220'mountln hei M LPW3220'mouWil hei ht LPW3220'mouMl M ht Mounting height 18ft 20ft 23ft Mounting height i8ft Inn 23 tat Mounting height 181ft 120ft 23ft Multiplier 11.05 11.00 0.99 Multiplier 11.14 11.00 O.7B Multipilar 11.16 11.00 1 O.M LPW32_1-ytaPro_sconce Ill page2of3 ECF-S EcoForm small Area luminaire EcoForm Accessoris621 (ordered separately, field installed) ShhMing A000nwbr Footnotes 20. Not eveileble With Type 6 or 5W optics 21. Com ft Signify to confirm whether spechie accessories are BAA-compliaht. House Side shield Standard optic orientation: HIS-32-Hpp Internal House Side Shield for 32 LEDs (2 modules) internal ouse blue imsedompr4tJ Lit" 13 MOCUISSID Hls-84-Hn Internal House Side Shield for 64 LEDs (4 modules) Optic at 90 or 270 orientation: HIS-32-vu Internal House Side Shield for 32 LEDs (2 modules) HIS-48-va Internal House Side Shield for 4B LEDs IS modules) HIS-64-Vtp Internal House Side Shield for 64 LEDs (4 modules) Lu.I.I.A.ria ECF-BD-G2 Blyddetement ECF-RAM-G2-(F) Rebroftilm mount kit ECF-SF-G2-(F) Slip Fitter Mount(fits to 23/8"O.D. tenon) ECF-WY (F) Wall mount With surface conduit rear on" permitted EcoForm PI Ecalsom PTF3 EcoFarm PTF4 (pole top fitter fits 23/8-21/2"OD x 4"depth tenon) (pole tap fitter fits 3-31/2"ODx 6" depth tenon) (pole top fitter fits 31/2-4"ODx 6" depth tenon) PTF2-ECF-S/L-1-90-(F) llumindreat90° PTFS-ECF-8/L-1-90-(F) 1luminaireat90e PTF4-ECF-S/L-4-90-(F) lluminairear 90e PTF2-ECF-S/L-2-90-(F) 2lumins ireial PTF3-ECF-S/L-2-90-M 2 luminaires at 90° P7114-ECF-S/L-2-90-M 21uminamesat90° PTF2-ECF-S/L-2-180-(F) 21uminaires at iBO° PTF3-ECF-S/L-2-180-(F) 2 luminaires at 180° PfFd-ECF-S/L-2-180-(F) 2 luminaires at 180° PTF2-ECF-S/L-3-90-(F) 3luminairesal PTF3-ECF-S/L-3-90-(F) 31umlnalreset 90° PTF4-ECF-S/L-3-90-(F) 31uminalresat90° PTF2-ECF-S/L-4-90-(F) 4luminaires at 90° PTF3-ECF-S/L-4-90-(F) 4luminaires at 90° PTF4-ECF-S/L-4-90-(F) 41uminalresat90° PTF2-ECF-S/L-3-12Ol 3luminaires at 120° PT73-ECF-B/L-3-120-(F) 3 luminaires at 1200 PTF4-ECF-S/L-3-120-(F) 3 luminaires at 120° (F) =Specify finish Ready to Go Configurations (when ordered with the "RS-" catalog code, the following configurations will ship in 2 weeks): Catalog Number 12NC Catalog Number 112NC - --32L-tA-NW-G2-AR-3-UNV-BZ �3 912401466002 ECF-84L-IA-NW-G2-AR-3-UNV-BK 912407534560 RS-ECF-S-32L-lA-NW-G2-AR-3-UNV-MGY 912401466003 RS-ECF-S-32L-lA-NW-G2-AR-3-UNV-BK 912401534554 RS-ECF-S-32L-lA-NW-G2-AR-4-UNV-BZ 912401466004 RS-ECF-S-32L-lA-NW-G2-AR-4-UNV-MGY 912401466005 RS-ECF-S-32L-lA-NW-G2-AR-4-UNV-BK 912401534555 RS-ECF-S-32L-lA-NW-G2-AR-5-UNV-BZ 912401466006 RS-ECF-S-32L-lA-NW-G2-AR-5-UNV-MGY 912401466007 RS-ECF-S-32L-tA-NW-G2-AR-5-UNV-BK 912401534556 RS-ECF-S-48L-tA-NW-132-AR-3-UNV-BZ 912401466008 RS-ECF-S-48L-IA-NW-G2-AR-3-UNV-MGY 912401466009 RS-ECF-S-48L-tA-NW-G2-AR-3-UNV-BK 912401534557 RS-ECF-S-4BL-lA-NW-G2-AR-4-UNV-BZ 912401466010 RS-ECF-S-48L-lA-NW-G2-AR-4-UNV-MGY 912401466011 RS-ECF-S-48L-IA-NW-G2-AR-4-UNV-BK 912401534558 RS-ECF-S-48L-IA-NW-G2-AR-5-UNV-BZ 912401466012 RS-ECF-S-48L-lA-NW-G2-AR-5-UNV-MGY 912401466013 RS-ECF-S-48L-IA-NW-G2-AR-5-UNV-BK 912401534559 RS-ECF-S-64L-1A-NW-G2-AR-3-UNV-gZ '912401466014 RS-ECF-S-64L-tA-NW-02-AR-3-UNV-MGY 912401466015 ECFS-EcoForm_aree_amall D1/22 page 2 of 9 RS-ECF-S-64L-tA-NW-G2-AR-4-UNV-BZ 912401466016 RS-ECF-S-64L-tA-NW-G2-AR-4-UNV-MGY 912401466017 RS-ECF-S-64L-tA-NW-G2-AR-4-UNV-BK 912401534561 RS-ECF-S-64L-1A-NW-G2-AR-5-UNV-BZ 912401466018 RS-ECF-S-64L-tA-NW-G2-AR-5-UNV-MGY 912401466019 RS-ECF-S-64L-lA-NW-G2-AR-5-UNV-BK 912401534562 RS-ECF-RAM-G2-DGY 912401466487 RS-ECF-RAM-G2-MGY 912401466488 RS-ECF-RAM-G2-WH 912401466485 RS-ECF-RAM-G2-BZ 912401466486 RS-ECF-RAM-G2-BK 912401466484 RS-HIS-32-H 912401466489 RS-HIS-48-H 912401466491 RS-HIS-64-H 912401466493 Gargling, EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low profile LED luminaire. EcoForm offers a new level of customer value. EcoForm features an innovative retrofit arm kit, simplifying site conversions to LED by eliminating the need to drill additional holes in most existing poles. Integral control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product. 'irdering guide Rang ECF-S EcoForm 32L 32 LEDs 365 365mA WW-G2 Warm White AR' Arm Mount Tyoe1 site and (2 modules) 53o 530mA 3000170CRI (standard) 2 area, am.0 MO 700mA General 2-80 1A 1080mA NW-G2 Neutral White The following 1.2A 1201 401 mounting p_gyp Generation mustbe orde retl Me; 4BL 48 LEDs 900 900mA M-M Cool White separately(See 3 500170CR1 mclandories) 3-90 (3 motlules) to tO50mA Generetlon2 1.2Ae 1200mA SF` Slip Fitter Mount (fits to 2°/a" 8dL 64 LEDs 900 KKNTA (4 module.) tA• 1O6OmA O.D. tenon) M Well mount with surf... conduit rear entry permitted RAM• Retrofit arm mount kit a Project: LocKlon: Cat.No Type: Lampa: Cry. Notes example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY 120 120V Type 2 AFR Auto Front Row 208 208V Rotated left 901 AFR-80 Auto Front Row, 240 240V Rotated right Do° Rotated left 90° 2n 27W Aill Auto Front Row, 347 34W Rotated right 270° "0 480V Type 3 BLC Back Light Control UNV 120-277V Rotated left go- BLC-90 Back Light Control (50/801 Rotated right 270° rotated at 90° NW 347-480V BLC-270 Beck Light Control (50/60Hz) rotted at 270- Type 4 LCL* LEED Corner Rotated left Optic Left Rotated rightt 27 0° Fail LEED Corner Optic Right DD'n 0-10V External dimmingIMRI3'° Into rel with 9 PCB°° Photoc.ir l F Egging Square Pole Atla ter 9 P for controls b others ( Y ) #31ena Button Ft• SingleDoubt includedin ctntlertl R Bloc DCC°e•e Dual Circuit Control IMRI7e Integral with TLRD6N° Luck (20.227, .48OVA F2' Double (208. 240. 480VAC) product WX White FAWSAxe Field Adluetable Wattage Selector #]lane Receptacle Receptacle pole MountFusinge(120 TopBRA Terminal mock BZ Bronze LLCerne Integral wireless module BL'e'e BI-levelfunctionelity TLRD7ee Twist Lock Twist FP1' Single (120. 2T1. 367VAC) RPAe Round Pole DGY Dark Gray Y Banal SR driver connected to Zh asocket °g Receptacle FP2• Double(208.260.480YAC) Adapter (fits to 3"- 3.9" MOY Medium Gray 7 Pin I Canadian Double Pull O.D. pole) Customer eoeclMd DswOimmer. Automatic Profile Dimming moo TLRPC' Twist Lock Receptacle w/ (208,240.480VACJ XIS" Internal House RAL Specify optional P PY P CSSOc° Dimming. 7 hours Safety g• Photocell SurgeProtactbn 10kA stantlerdl Sid. Shield color or RAL eth50% 50%Dimming, Clull SP2 Increased 20kA fix: RAL]024 hours C59Ce Safety 30% Dimming. hours Safety CC Custom color color CM30'e Median 30% Dimming, 8 hours chip for required chip fo required factory quote) 1. BL-IMR13/7 equipped with out-boerded sensor housing when 10. TLRDS, MRD7 and TLRPC receptacle pine 4 & 5 are capped off 16. Not awl with DD. DCC, FAM.nd LLC dimming voltage is HVU(347-4801 when ordered with any of the Dimming controls Do or control options. 2. Mounts to a 4" round pole with adapter Included for FAWS or I.I.C. 17. When ordering SRDR. compeller (by others) to be used on re les saw w 11. Netwelleble in 480V Order h t..Ilw palmately with TLRD6r7 weketmuet be 8R cote 6ble Seine eoHbatio,wflm more P v r P• ( P S. United toamaximum of 45 degrees aiming above hmbantal. 12. Net available with DEC.details). Consult factory, for load time. All pins In NEMA d Nmavalleble with other dmmin control options. 9 Pb 19. Notevellable with SF entl M. RPPs provided black receptacle are connected to SRtlriver. SRDR net avallablewith P P 6 Notew lebMwM motion aenear. Fln ah s[entlertl TLRD6 or TLRPC 9 Not eveleble with photocantrol 14. HIS not available with To. 55W BLC BLC-90 BLCI LCL 18.o-iW dimming driven standard. 7. Must specify a motion sensor Iona, or RcL optic.. 19.LCLand FEEL not avelablewkh 491-1.20lor IML--1A. 8. Nertaveilaele In 347 or 480V i6. Not avallaeleemp DO. DCC. and FAWS dimming 9. Musts specify In utvolta a P Y P g controls done. P ECFS-EcoForm_area_sm it 01/22 pages of 9 ECF-S EcoForm small Area luminaire JOOK LED Wattage and Lumen Values -. nswe a `u rem is f1 L MEMIUM O,d.ring Code Toad LEDs LED Content (mN Cobr Temp. Average System Watts Type Wmen BW Mrs Output Rating DPW) Type Wmen BUG I EMuoy Output RaBlg (LPW) Tm.4 Wmen I BUG a cs, Output Rating (LPW) TV"S W. WC Isotopes, Output RWMr (LPW) TV" M Luna° WG Emery Output Rating DPW) ECF-S-32L-365-WW-G2-x 32 365 3000 40 5.508 B1-Ul 138 1 5.428 B1-DD-G2 1 136 5,637 81-UO-G2 141 5790 B3-UO-Gi 145 5.604 B3-UO-G1 140 ECF-342L-680-WW-G2-x 32 530 Soo 56 7,159 B2-UO-G2 129 TOES B1-UO-G2 127 7.327 81-UO-G2 132 7,526 83-W-G2 135 7284 B3-VO-G2 131 ECF-S-32L-]00-WW-G2-x 32 700 3000 73 9.234 B2-UO-G2 127 9.034 B2-UO-G2 124 9,452 82-UO-G2 130 9707 B4-UO-G2 133 9.395 B4-UO-G2 129 ECF-S-3Y-IA-WW-G2-x 32 1050 3000 106 13.001 B3-UO-G2 123 12.719 82-UO-G2 120 13,306 B2-VO-G3 126 13,665 84-UO-G2 129 13,227 B4-UO-G2 125 ECF-S-32L-1.ZA-M G2-x 32 1200 3000 122 14.421 B3-VO-G3 119 14.108 B2-UO-G3 116 14.760 B2-UO-G3 121 15158 B4-UO-G2 125 14.671 B4-UO-G2 121 ECF4- L-90D-WW-G2a d8 900 3000 135 T7,115 B3-UO-G3 127 16,744 B3-UO-G3 124 17.510 B2-UO-G3 130 V.990 84-UO-G2 133 17,413 B5-UO-G3 129 ECF-S-d8L-lA-WW-02-x d8 1050 30or 1SO 19,381 B3-VO-G3 122 18,960 03-UO-G3 119 19,836 B3-UO-G4 125 20.3n B5-U0lIdij Bg126 ECF-SJ9L-1.2A-WW-02z 48 1200 3000 1B3 21.515 B3-UO-G3 118 21,048 B3-UO-G4 115 22.020 B3-UO-G4 121 22,616 65-UO-O B ECF-S-fi4L-900-ligil x 64 900 3000 178 22.652 B3-UO-G3 127 22,161 83-UO-G4 125 23,185 B3-UO-G4 130 23,810 85-UO-G3 B ECF4-84L-IA-WW-M2 fi4 1050 3000 we 26.621 B3-UO-G3 124 24,966 B3-UO-G/ 121 26,120 B3-UO-G4 1D 26,160 BS-UO-G3 B Efficacy (LPW) 62 58 57 56 54 57 55 58 Ordering Code Total LEDs LED Cumin SI Coke Temp. Average System Watts Wmen Output Type AFR BUG Rating EMcary DPW) U. Output BLC BUG Rating Efficacy (LPW) Lumm Output LCL or RCL BUG Rating ECF-S-32L-365-WW-G2-x 32 365 3000 40 RIMS B2-UO-G1 143 3,691 BO-UO-G1 94 2,449 BO-UO-Gi ECF-S-32L-530-WW-02-x 32 5W 3000 56 7.417 B2-UO-G1 133 5.005 BO-UO-G2 91 3.183 BO-UD-G1 ECF-S-32L-700-WW-G2v 32 700 3000 73 9,567 111 131 6,409 BO-UO-G2 89 4,106 BO-UO-G1 ECF-5-321-tA-WW-G2-x 32 1050 3000 106 13.467 B3-UO-G2 728 9.024 B1-00-G2 67 5.793 BO-UD-.G2 ECF-S-32L-1.2A-WW-G2-x 32 1200 3000 122 14.939 B3-VO-G2 123 10,010 B1-UO-G2 84 6,426 BO-UO-G2 ECF4-48L400-WW-M, 48 900 3000 135 17.731 03-UO-W 131 11.880 B1-UO-G2 89 7,626 801 ECF-S-46L-IA-WW-G2-x 48 1050 3000 159 20,078 B3-UO-G2 127 13,453 Bt-UO-G2 86 8.636 BO-UO-G2 ECF-SJBL-I,2A-WW-G2-x ECF-S-64L-900-WW-G2-x 48 64 1200 900 3000 3000 103 1 AB 22,288 1 23,465 03-UO-M 1 B3-UO-G21 122 132 1 14934 1 15723 i B1-UO-03 1 BFUO-G3 8fi 90 10.093 BO-UO-G2 ECF-S-WL-fA-WW-G3-x 64 1050 3000 1 206 1 26,437 1 B4-U0-G3 1 128 1 11714 1 Bt-U0-G3 87 4000K LED Wattage and Lumen Values Ordering Cotle Total LEDs LED Current cuN color Temp. America System Watts Type2 Wmen BUG Emucy Output Retlog OM 1 Types Wmen BUG McM Output Rating (LPW) Type4 Wman BUG EtR ec Output Feting GPW) Types U. BUG EMucy Output Rating (Ul Type SW Wmen BUG Em W Output Rating DPW) ECF-S-32L-365-NW-G2-x 32 365 4000 40 5.790 B1-UO-G1 145 5.713 B1-UO-G2 143 5.934 BFUO-G2 148 5094 B3-UO-G1 152 5.098 B3-UO-G2 147 SOF4-32L-S3 IW-G2-x 32 SEE 4000 66 7,536 B2-UO-62 135 7.426 B1-UO-O2 133 7713 1W Z922 83-W-G2 142 7667 B3-UO-G2 130 ECF-S-32L-700-NW-G2-x 32 700 4000 73 9720 B2-UO-G2 133 9,509 82-UO-G2 130 9949 136 10 218 fi4-UO-02 140 9.889 B4-VO-G2 136 ECF-S-32L-1A-NW-G2-x 32 1050 4000 106 13,685 B3-UO-G2 130 13,388 82-UO-G3 127 14,006 3 133 14,384 84-W-G2 138 13,923 B4-UO-G2 132 ECF-S-32L-L2A-NW-G21 32 1200 4000 122 15,180 83-U0-G3 125 14,851 32-UO-G3 122 15,537 3 128 15,956 B4-UO-G2 131 15,443 B4-UO-G2 127 ECF-S-4SL-900-Nall 48 900 4000 135 18,016 S3-UO-G3 133 17625 B3-UO-G3 130 18 440 3 1B3-UO-G4127 136 18,957 54-UO-G3 140 18,329 BS-UO-G3 136 ECF-8-4OL-IA-NW-G2-x 48 1050 4000 159 20,401 B3-11-13 1241 11,111 83-UO-G4 126 20.880 s 132 21�444 85-UO-G3 135 20,756 B6-UO-G3 131 EOF-S-4BL- U-Mill 48 1200 4000 193 22A47 B3-UO-G3 124 22,158 B3-UO-G4 121 23,179 4 127 23,806 B5-UO-G3 130 23,040 B5-UO-G3 126 ECF-S-fi4L-900-NW-G2-x fi4 900 4000 D823844B3-UO-G3 134 2332] B3-UO-G4 131 24.405 4 137 25063 05-UO-G3 141 24,258 BS-VO-G4 136 ECF-5-B4L-IA-NW-02-x 64 1050 4000 206 26.863 B3-UO-G3 130 26,280 B3-UO-G4 120 27.495 4 134 27.526 851 134 27.330 B5-UO-G4 133 OrderingCotle Tottl LEDs LED Cumnt (mN CONS Temp. Awraa. System Watt Winn Output Type AFR BW Retkg Efficacy (LPW) Lumen Output BLC BUG Rating Efficacy (LPW) Us. Output LCLor RCL MEflkeoy Ra v ILPW) 67 62 61 60 58 62 59 02 ECF-S-32L-365-11W-G2-x 32 365 4000 40 LOOS 82-UO-Gl 150 3,991 BO-UO-01 101 2,633 BO-UO-GI ECF-S-WL-BM-NW-G2-x 32 630 4000 56 7,8107 82-00-G1 MO 5,412 SO-W-G2 99 3,423 80-UO-Gl ECF-S-321-700-NW-G2-x 32 700 4000 73 10070 131 138 fi 930 90-UO-W 96 d 415 BO-UO-GI ECF-S-32L-1A-11111I 32 1050 4000 106 14,176 83-UO-G2 134 9756 all 94 6.229 BO-W-G2 ECF-S-32L-1.2A-NW-G2-x 32 1200 4000 122 15726 B3-UO-G2 129 10.822 B1-00-G2 90 6,910 BO-UO-G2 ECF-S-dBL-900-NW-G2-x 48 900 4000 135 18664. B3-UO-G2 138 12,843 B1-UO-G2 96 8.200 BO-W-G2 ECF-S-48L-IA-NW-G2-x 48 1050 4000 159 21.133 B3-UO-G2 133 14,544 B1-VO-G3 93 1 9,286 1 BO-U0.G2 ECF-S-dSL-1RA-NW-G2-x ECF-S-64L-900-NW-G2-x d8_ 64 1200_ 900 40_00 4000 1B3 178 _23.681 24.700 B3-U2-132 120 1BM B1-UO-G3 Bi-UO-G3 90 97 10.853 BO-UOG2 B3-UO-G2 139 16.998 ECF- S-ML-IA-NW-G2-x fi4 050 soon 206 27.828 B4-Uo-G3 135 1 19.150 Bi-UO-G3 94 ECFS-EcoForm_area_smell 01/22 page4ofg ECF-S EcoForm small Area luminaire 3000K LED Wattage and Lumen Values Ordering Code Tetel LEDs LED German (mlg Cobr Temp. Average system Watts Type Types Type Types Pipeline Wmen BUG Output Rating EIR°GOy DPWI LUMan Output BUG Rating Emaacy (LPW) Iw. Outpm BUG Rating Efficacy (LPW) W. Output NO RMkg Efficacy DPW) Lunwn Output BUG Rating Efficacy (LPW) ECF-5-32L-365-WW-G2-x 32 365 3000 40 5.508 BI-UO-G1 138 5.428 B1-UO-G2 136 5.637 81-UO-G2 141 5.790 B3-UO-GI 145 5.604 83-UO-GI 140 ECF-S-92L-690-WWi•!-x 32 no 3000 56 7,159 B2-UO-G2 129 7,055 B1-UO-G2 127 7.327 Bi-UO-G2 132 7,526 33-UO-G2 135 7.284 B3-UO-G2 131 ECF-S-32L-MO-M-G2a 32 700 3000 73 9.234 B2-UO-G2 127 9,034 B2-UO-G2 124 9.452 92-UO-02 130 9,707 114-UO-G2 133 9 395 B4-UO-G2 129 ECF-S-ML-IA-WW-G2-x 32 V50 3000 106 13,001 B3-UO-G2 123 12.199 B2-UO-G2 120 13,306 82-UO-G3 126 13,665 B4-UO-G2 129 13227 84-UO-G2 125 ECF-S-320.24-WW-G2-x 32 1200 3000 122 14,421 1 B3-UO-G3 119 14108 02-UO-G3 116 14760 82-UO-G3 121 151_58 fi4-U0-G2 125 14,671 B4-UO-G2 121 ECF.S-48L-9WM-0a 48 1 900 1 3000 136 17,115 B3-UOFQ 127 16,744 B3-UO-G3 124 17,518 82-UO-G3 130 17,990 B4-W-G2 133 17,413 B5-UO-G3 129 ECF-S-48L-1A-WW-G2-x 48 1050 3000 159 19 .381 B3-UO-G3 122 18,960 83-UO-G3 119 19.836 B3-UO-G4 125 20,372 85-UO-G3 128 19717 B5-UO-G3 124 ECF-S-43L-1.U-WW-G2-x 46 1200 "00 183 21,515 B3-UO-G3 118 21,048103-UO-U 115 22.020 111 121 22,616 85-UC-W 124 21,888 1551 120 ECF-S-64L900-WW-G2-x 64 900 3000 178 22.652 113-Ul 127 1 22,161 1 83-UO-G4 125 23.185 B3-UO-G4 130 23.810 85-UO-0 134 23.045 BS-UO-G3 130 ECF-S-fi4L-IA-WW-02-x 64 1050 3000 1 206 25.520 B3-UO-G3 124 Type AFR Wmen BUG Efficacy Output Rating DPW) 5,706 32-U0-G1 143 24,966 B3-0-G4 121 26,120 1 B3UOG4I 127 1 26.150 351 127 25.964 B5-UO-G4 126 Effics, [LPW) 62 58 57 56 54 5] 55 68 Ordering Code Toted LEDs LED Cement cult) Color Temp. Average 8 in Watt. BLC MLor RCL Wmen Output BUG Rating Efficacy (LPW) Lumw Output BUG Rating ECF-S-32L-365-WW-G2-x 32 365 3000 40 3,691 5.05 B0-UO-G1 BO-UO-G2 94 91 2,449 3.183 80-UO-GI SOl EOF-S-32L-530-MI 32 530 3000 56 ]3 7.417 82-U0-G1. 133 9567 62-UO-G2 131 13A6] B3-UO-G2 120 14.939 53-UlD G2 123 17731 B3-UO-G2 131 ECF-S-321.-MID-WW42-x 32 700 1010 6409 60-UO-02 69 4,106 80-00-01 ECF-S-32L-1A-WW-W, 32 1050 3000 IOfi 9.024 81-00-G2 07 6793 BO-VO-G2 ECF-S-32L-1.2A-WW-G2a 32 1200 3000 122 10.010 B1-UO-G2 84 6,426 BO-UO-G2 ECF-S-ML-800-WW-G2-x 48 900 3000 135 11,880 B1-UO-G2 88 ],626 BO-UO-G2 ECF-S-48L-14-VANI 48 1050 3000 159 20,076 B3-UO-G2 127 13453 B1-UO-G2 86 8.636 BO-U0-G2 ECF-S-4aL-1.21-WW-02-x ECF-S-fi4L-900-WW-62,-x 48 64 INN 900 3000 3000 103 178 22,288 23,461 1 B3-UO-G21 In UT 122 132 14,934 15,723 B1-UO-G3 Bi-UO-G3 8fi 90 10,093 BO-W-G2 ECF-S-fi4L-M-WW-02-x 66 1050 3000 206 264" B4- al 128 17.714 61-UO-G3 87 4000K LED Wattage and Lumen Values Ordering Cade Tells LEDs LED Current BI Cobr Tem, Avmags System Walt Type Wmen BOB Emcacy Output Rating [UPW] Type3 Wm" BUG Moocy Output Red, (LPW) Type4 Wmen I B UMfl 7 Output Red, (LPm TV"5 Wmen BUG Efficacy Output Rsag (LPW) Ty" 5W Wmen BUG Emcacy, Output Rating (LPW) ECF-S-32L-365-11111-G2a 32 365 4000 d0 5.N11 91-UD-GI 145 5713 B1-UO-G2 143 5 1M m-UO-G2 148 5094 83-UO-GI 152 5.898 B3-UO-02 147 ECF-5-32L-39g-NW-02a 32 111 4000 56 7.536 B2-M-02 135 Z626 B1-UO-G2 133 7713 81-W-W 138 7.922 B3-W-G2 U2 7..667 B3-UO-02 IM ECF-S-32L-700-11111 x 32 700 4000 73 9720 B2-UO-G2 133 9,509 B2-UO-G2 130 9,949 B2-UO-G2 136 10 218 fi4-U0-G2 140 9,889 B4-VO-G2 136 EOF-9-32L-1A-M-G2a 32 1050 4" 106 13685 B3-W-G2 130 13,388 02-UO-G3 127 14006 82-UO-G3 TM tad 384 B4-UO4O 136 13,923 B4-UO-G2 _ ECF-S-32L-1.2A-NW-G2a 32 1200 4000 122 15.180 B3-UO-G3 125 14.851 82-UO-G3 122 15,537 B2-UO-G3 128 15�956 B4-UO-G2 131 15,443 B4-UO-G2 127 ECF-S-48L-8g0-NW-G2-x 48 900 4000 135 18,016 B3-UO_W 133 17625 83-UO-G3 130 181 83-VO-G3 136 18.937 S4-UD-03 140 18,329 B5-VO-G3 - ECF-5-40L-IA-NW-G2-x 48 1060 4000 159 20.401 33-UO-G3 129 19.968 83-UO-G4 126 20.880 B3-UO-G4 132 21�444 85-UO-G3 135 20766 B5-UO-G3 tam ECF-S-4BL-12A-M-G2-x 48 INN 400D 183 22647 B3-UO-G3 124 22.156 B3-Lol 121 23,M) B3-UO-G4 127 23.806 B5-UO-G3 130 23.040 B5-VO-G3 126 ECF-S-64L-900-11111-62-x 64 1 900 1 4000 1 178 23,84d B3-UO-G3 134 23 3270 B3-UO-G4 131 24,405 B3-UO-G4 131 25.063 B5-OO-G3 141 24 258 B5-00-G4 136 ECF-S-fi4L-lA-NW-(#-x 66 1050 4NO 206 26,863 B3-UO-G3 130 26280 8fi-00-Gd 128 21..415 B3-UO-G4 136 2].FOR B5-UO-G3 1 136 1 27.330 B6-UO-G4 133 Ordering code Toted LEDs LED Cumnt Sal Cobr Temp. Average System Wdb Lumen Output Type AFR BW Rang Emery DPW) Wmen Output BLC BUG Rettig Efficacy (UPW) Lumm Output LCLOr RCL BUG Rating Efficacy (LPW) 67 62 61 60 50 62 59 62 ECF-S-32L-3115-11W-G2-x 32 365 4000 40 6,006 82-UO-Gl 150 3,991 BO-UO-01 101 2.633 BO-UO-GI ECF-S-32L-5W-NW-G2a 32 630 4000 56 7,807 02-UO-M 140 6,412 80-UO-02 99 3,423 BO-Ul ECF-S-32L-700 NW-G2-x 32 700 4000 73 10070 111 138 6,930 80-UO-G2 96 a n15 90-UO-GI ECF-S-32L-1A-NW-02z 32 10M 4000 106 14116 Bill184 9756 B1-UO-G2 94 6.229 BO-UO-G2 ECF-S-32L-LZA Ill 32 1200 4000 122 15725 B3-UO-G2 129 10.822 B1-00-G2 90 6,910 BO UO-G2 ECF-SJBL-9g0-NW-G2a 48 900 400 135 18664, B3-UO-G2 138 12,843 B1-UO-02 96 8.200 BO-UO-G2 ECF-s-dBL-1A-NW-G2-x1 48 1 1050 4000 1 111121.133 B3-UO-G2 133 14,544 B1-VO-G3 93 9,286 BO-UO-G2 ECF-S-/BL-1 M-NW-02-x ECF-S-64L-900-NW-G2-x 48 64 IND 900 4WD 4oO0 183 ll 23,461 24.70 B3-UO-G2 B3-UO-G2 128 139 16,145 16,998 111-UO-G3 Bt-UO-G3 90 97 10.853 50-UO-U ECF-S-84L-1A-NW-G2-x fi4 1050 4000 211 27.8210 B4-UO-G3 135 19.150 B1-UO-G3 94 ECFS_EeoForm_aree-emall 01/22 page 4 of (n Z _O (n w 01 O to N Lim N U Q z> 0 !n p H Z O Q U S N � O U_ ro O Q I Z �A O Of O O so O Z: 04^ _ Q w z I } C_ No J O N W Y LLJ - a Y Q J N N 0i- O O N J J ■ O O r Z } Ld d N � w w 0� _ N O Y Y O ON Cn 0 1 F\ (n m m a Q n Q > Q C:)ir) \ oW m o W W Z CD Z Q Y w 1 0 Q N Ul O O U J Q W 0 Z_ �2 V J e 1..� z Cr, Z W Z J Um Z Q� W W W > Z /'►/ 1..1.E O V W J O :5i m J Q SHEET NUMBER CL-102 C N 0 0 N Q C 0 E 0 T E Y T 0 L j 0 L E6 0 0 a c 0 E a Y a 0 0 n 0 0 0 C 0 0 N 0 .L. 0 3 c a v z Y ¢ 3 �0o Z - 3 Z J 1 E u j o I 0 1 s J C 0 m L c n o c .45 0 i � a ¢° J n o J C � o o 0 E � N n Q � I � o y c o o n 0 E o C 3 0 2 I 3 � o c c p� u J v C c o N j o a I a 3 u n a > I 0 � w Y E c 0 Y N E °; o c � U s -> N V v 0 � c � o ¢ N z C 1 L - c z ¢ m � n i C J m o 0 0 J 0 0 Y a QJ U n o u � L w c 3 Y l �fl N 0 v E n U a o 1 ~ L ALBEMARLE COUNTY -ENTRANCE CORRIDOR OVERLAY DISTRICT AND SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (US ROUTE 250- EC Overlay) 5.4 Large Deciduous Tree (1 per 35 LF) 10' Landscape setback along road. Large shade street tree (3.5" 10 188.E 2 Trees, 42 Shrubs Cal. @ 35' OC w/ interspersed ornamentals 8' Ht. & Shrubs @ 5' 37.7 Shrubs (1 per 5 LF) West Property Line (RIVERBEND DR) 2.7 Large Deciduous Tree (1 per 50 LF) 10' Landscape setback along road. Large shade street tree (3.5" 10 134 Trees: 1 Existing, 2 Provided/Shrubs: 27Provided Cal. @ 50' OC w/ interspersed ornamentals 8' Ht. & Shrubs @ 5' 26.8 Shrubs (1 per 5 LF) * Trees and additional shrubs unable to be placed due to existing site conditions to remain. PARKING LOT LANDSCAPE REQUIREMENT- ENTRANCE CORRIDOR OVERLAY AND SEC. 32.7.9.6 Required SF Required Trees Calculation Provided 5% of parking paved area. 1 Tree for every 10 parking spaces 11 Spaces/10 =1.1=1 Trees 1 Tree provided TREE CALCULATION BREAKDOWN Qty. Type Size 10 Yr. Canopy Coverage Provided 2 Slender Silhouette' Sweet Gums 1.5" Cal 184 SF 368 SF 4 Winter King' Hawthoms 1.5" Cal 184 SF 736 SF 10 Existing To Remain Varies 424 SF 4,240 SF Total:1 5,344 SF SHRUB PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -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 County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ® Trees to be saved; 0 Limits of clearing (outside dripline of trees to be saved); 0 Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: Id Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Id Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: a Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. lid Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 0 When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBHdTY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIG (DATE) 06/1512022 CT PURC R SIGNATURE (DATE) 6/1/06 Page 1 of 1 PREVAILING WIND 1 DECIDUOUS TREE PLANTING NOT TO SCALE R RY STAKE RUBBER TIES NCH TREE STAKES. 'FROM EDGE OF THE KE LOCATION SHALL NOT I PERMANENT BRANCHES. IE PAINTED BLACK PRIOR N. iING, LIGHTLY TAMP SOIL IOT BALL IN 6" LIFTS TO 1 NOT OVER -COMPACT. TING HOLE HAS BEEN TURN THE SOIL TO CTION TO THE AREA AND CH. )F ROOT BALL SHALL NOT GRADE. SOIL. SIDES OF PLANTING PIT :OOT BALL SHALL BE FLUSH WITH GRADE. OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. c79 0,00 .-. 0 0 r.0 z r' LL1 LU r- _-_I M�a LLJ U) Q LL U.S. ROUTE 50 II RICHMOND R 22.1' Ili (VARIABLE RAW) I I 188.6' U`GG °- 4 I IS IS LJ 4. 2 10 6 EXISTING CAR WASH TUNNEL TO REMAIN CV VM (FACADE IMPROVEMENTS PROPOSED) o, _•e, _ _ ^J O A 1 / F " L/Aa j uA LIJ S '\IGE 7 UGE 1 _ L 00 0 4 r7 Pvc 55 rn to 1 0 d aw OOOOOOr I © �� • ' ' 'fie. J �_ tar ter/ !� GRAPHIC SCALE IN FEET 0 10 20 40 PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER CV 5 Crataegus viridis'Winter King' Winter King Hawthorn 1.5" Cal. B&B LS 2 Liquidambar styraciflua'Slender Silhouette' Slender Silhouette Sweet Gum 1.5" Cal. B&B SHRUBS CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER AK 37 Abelia x grandiflora'Kaleidoscope' Kaleidoscope Glossy Abelia 24" HT MIN. CONT. IC 52 Ilex cornuta 'Carissa' Carissa Chinese Holly 24" HT MIN. CONT. IS 24 Itea virginica'Sprich' TM Little Henry Sweetspire 24" HT MIN. CONT. VM 7 Viburnum dentatum'Blue Muffin' Blue Muffin Arrowwood Viburnum 24" HT MIN. CONT. e121 ilk 121ME=W_ilk 11111.Y•L1aIaImIN I1 N wl Ld Q 0 to Z O w CY 6 z O 0 N LN U Q Zi 0 vi w Z ~ O Q O U 00O N E 00 U Q O n of 0Or,O Z N p = Q Ld ~ r d 00 J O Ul � _ W Y - Y Q J 00 O O r` TH LLILA GRACE MACHEK Lic. No. 001682 05/05/202211 N N �O wO S cn 0-t H\ N m Q to O a o r m co O r7 Q \ w Z Z y S 00 0 3 U Y O U w < _ V 0 0 U Z J 0. Z_ I- Z Q ^J 11 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE Q z ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. C� 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE fY CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL > COMPLY WITH THE APPROVED LANDSCAPE PLAN. Q Z 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED � Q 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. W Z 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. LU U M Z Q� w LU w > Z /'►/ O C I"� �J W J r G_ O � W m J Q SHEET NUMBER CP-101