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Home My WebLink AboutSDP202200044 Plan - Revision 2022-08-050 0 N N Q C O C O T N E Y O T d O J O L 3 N O L N O C N N O O Q c 0 0 T v Y _ 0 0 a 0 v 0 C O 0 `0 .L. J 0 3 C 0 v no Y y � 3 C N m " 0o �N n U 0� i v Q 0 :J o a o E N c 0 0 F � Q N o' L O U � 0 E a c o O 3 N J I s s V 3 V 0 � o o = �v � C � O V y 0 I n � n � U �N > a J v I ^� `0 Y w T Y = 0 E C 0y n N y N ) � o c N � E N� J c J C Q0 N _o � C n N L Y w y :J N 0 a o N O = J N 0� Y c 0 �y n a N C v o Y 0 n N c o� � 3 0 �L 0 0 U C N n E 0 0 0 or I� ALBEMARLE, VIRGINIA SCOTTSVILLE MAGISTERIAL DISTRICT SDP202200044 PROJECT CONTACT LIST VICINITY MAP SHEET INDEX APPLICANT/DEVELOPER GREEN CLEAN AUTO WASH, LLC 5215 COLLEY AVENUE, SUITE 109 NORFOLK VA 23508 CONTACT: CRAIG VAN BREMEN EMAIL: CRAIG@GCAWEXPRESS.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. d I, o: I z TO RICHMOND SITE O 5 Mod / q T� �TEsv� v O vm �/� 64 `•\.,, Rid N.T.S. VICINITY MAP TITLE EXCEPTIONS 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 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 OF THE SITE, INCLUDING OVERALL LAYOUT, CIRCULATION, AND LANDSCAPING ARE TO 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 PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO287D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BY HURT & PROFFITTON 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°27'17"W RECEIVING WATER(S): RIVANNA RIVER - MEADOW CREEK VAHU6CODE: JR14 SIDE: 0' PARKING SCHEDULE PARKING PROVIDED: 15 SPACES TOTAL HANDICAP SPACES PROVIDED: 1SPACE TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) N/A PM PEAK HOUR TRIP (ENTER/EXIT) 29/28 VEHICLE TRIPS PER WEEKDAY�59 APPROVALS DATE DEPARTMENT OF COMMUNFrY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT w Q 0 N ro N M N U Q Z > O �o �Z Q O O U c O N � U Q Z O n 0 00 r p Z N co = Q Z ~ O } Lj C.O. O N � = Y W O 3 - J Z < a Y Q J N o� O O "7 J� RYA PERKINS LIC. No. 046565 OS/O5/2m2- N N Z 0 } Y >_ Y a O N Ln Q _ O 0000 w 3 o Y O a Ul v O a O w U w w 2 U) 0. w O U Q z_ o' Z Q 0 wz J Um Z w w w > z /'►/ LL/ O I'1 �J w J c) < m J Q SHEET NUMBER CA-100 6 } CONSTRUCTION STANDARDS DEMOLITION / LAND DISTURBANCE NOTES DRAINAGE / STORMWATER NOTES UTILITY NOTES 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 Li MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF 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 Q a 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 0 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 a 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 " C. VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT ROAD & BRIDGE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. E SPECIFICATIONS ( ) LIMITED GAS, WATERYELECTRIC, SANITARY)ANDLSTORIME EWER, TELEPHONE, OPTIC Y 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 o 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 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 V) a F. VIRGINIA WORK AREA PROTECTION MANUAL. DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN z G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY o 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 H. VIRGINIA DEPARTMENT OF HEALTH VDH SPECIFICATIONS FOR THE OTHER DRAINAGE ITEMS. REQUIREMENTS. > o ( ) FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR > Li SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND 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 N 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 REQUIRED 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. o 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. 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 E 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 Ld o T 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL 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). ¢ zo NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. :20 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 0 m 0 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 � 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 of C ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND -WAY' 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE ^ o oN coo 3 ° LOCAL REGULATIONS. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING SIGNS AND MARKINGS. �� a n `0 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE NTH ROADS, AND BE INSTALLED ACCORDINGLY. z o w o STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. a x m J 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES o n RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE x z z ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO w Y 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 3 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 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 CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL 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 � s AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. � 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 � 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 RESCUE TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. o 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT D 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 BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING n 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 CLEANOUT c -O 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 y 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 ° SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE FAf� MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. . 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). o 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 0 ` 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 U 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. 046565 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 •0 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 0-005�05�2022 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 l�NAL L 0 DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ° 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE o 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 3 w w a v Y a REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK c� o Y c TRAFFIC CONTROL NOTES w (V 0 x o COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND o w N cn } J o DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ~ � < m } 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED a Q C a > ° ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE o o m a FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER w �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 = 0 J " 3 u 3 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 TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CODE. OF ADJACENT ROADWAYS. CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM c 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. j - FEATURES. FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHALS 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OFFICE. fCn ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM REQUIRED SHOP DRAWING SUBMITTALS: W 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. JI a 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. ° CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES 2. CONTRACTOR TO SUBMIT TO THE COUNTY ALL SHOP DRAWINGS REQUIRED BY THE COUNTY FOR Y 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 THEIR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 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. E y AMERICAN DISABILITIES ACT NOTES ° 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 n `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. ui 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 _4y 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 v °' DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR ri 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. 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), Q z VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF z z HOUSING AND URBAN DEVELOPMENT. (� Q N 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY Y THE CONTRACTOR. 5. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE Q z PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG Z w 'F 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 v BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND a STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. J 3 a Lu °" �U ' 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 y SLOPE COMPLIANCE ISSUES. W uj n a m \ui z C N O L ° 0 n U s m 5 r I"� W v J O < 00 � W Um/ C Q N m SHEET NUMBER O O r CA U C N N O O y C 0 `o T W E Y O T 0 r 3 a 0 L N U C 0 a 0 E 3 T Z w J E 1 y � T w C � o �s a n z ° � 0 0 � o z J o D 0 N Z O n X � � C m 3 > j O Y 5 � 3 n c E o 0 i o v N Q y J o J o 0 UJ U c O E N n � Q n O a m E U � U � E `o C O o m a> v I V o V n V � a c m 0 0 � 3 C L L 7 3 1 `o � v C > o JI a° 0 J o a Y � n Y U m E a N 0 n yn n ° C C 0 v V y V m m � Q N 0 Y) ,. E 5 z J c J 0 Z � C w � N L > C :J y 3 a o O � J N o� Y o � Y n a N o Y 0 n � � 5 � 3 L 0 0 J y E n � 0 p o 20r NORTHING: 3899927.72 EASTING: 11495928.95—\ +369.0' CONC. WALL +367.0' 1 TW=370.58' NORTHING: 3899888.29 BW 367.06' EASTING: 11495893.32� NORTHING: 3899888.39 EASTING: 11495886.82 IPF +365.2' EXISTING ASPHALT TO BE REMOVED EXISTING CURB AND GUTTER — TO BE REMOVED EXISTING RIGHT —IN /RIGHT—OUT�� ENTRANCE TO REMAIN , CONTRACTOR IS TO FIELD VERIFY LOCATION AND DEPTH A OF EXISTING SANITARY SEWERS SS PVC 11 SS — s LENA04__ FILEDV7( FORI-PNE FLANG9W01EINT ELEV=365.85' i d 00 NORTHING: 3899754.43 EASTING: 11495884.68 m D T T n U) � wall EXISTING BYPASS F 1 LANE TO REMAIN O � to \ ° QCL II I :D TW=370.56' BW=369.16' +370.7' e IP',FOI .e�,.e;', LL LL j UA -_ D'� ^,,-�•f!:e 'EXISTING SEWER SERVICE 10.0' _ 10.0' — 10.0' 80.7' EXISTING GAS SERVICE V.S. ROUTE 250 RICH ARIABLE RIM . 4 TW=371.42' BW=370.99' 0.67' x 2.0' (TYP) +31 10.0' — 14.0' 2-STORY BLOCK OFFICES W/ 1-STORY DRIVE-THRU CARWASH EXISTING TREE AND LANDSCAPE WALL TO BE REMOVED EXISTING LIGHT TO BE REMOVED w Y Q 0of- m<� w z m O zi Z LL H J �w 7' af• I EXISTING RIGHT IN ONLY ENTRANCE TO REMAIN NORTHING: 3899932.56 e ° e TW=379.25' EASTING: 11496117.62 Gee' �� TW 375.30' BW 72.24' Q M T)kL IGN TW=375.52'' 0. BW=371.99' .r e1e WIIIIIII C , EXISTING GUARDRAIL TO BE O A REMOVED o m m EXISTING CURB AND GUTTER n I TO BE REMOVED G) O ms EXISTING SHRUBS TO BE r O REMOVED TO ACCOMMODATE m RADIUS ADJUSTMENT a j uA I� 2 RANS. TOWER R" STORM SYSTEM TO W/CELLULAR • BE EMOVED _ �,,,,,,,,,�e,I ,,, oil ' .w 5 II+369.6' I EXISTING BUILDING AND COVERED — WALKWAY TO BE DEMOLISHED 7 EXISTING SHRUBS TO BE F o REMOVED b 2-4"PVC II RAIN PIPES IN OUT=368.1'y 1I 364 - - _ N 89 05'0 " W X ---- TW=370.88' 7 _ ARIO S I ED B. PEAR TREES BW=3TO FIELD CONTRACTOR IS TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE TM #78-17H KEVIN L. SMITH DB 897, PG 596 DB 797, PG 703 ZONING: PD-SC USE: CONDO -OFFICE EXISTING WATER, SANITARY, ELECTRIC AND STORM SERVICE IS TO BE TERMINATED AND REMOVED AS NECESSARY 2-STORY BRICK OFFICE BUILDING —PROPOSED INLET PROTECTION VIRGINIA STD 3.07 (TYP.) Iwo TW=379.23' 1' rl8" BRICK WALL EXISTING PARKING SPACE TO REMAIN I IIIIt'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 0 DRAINAGE MANHOLE s0 SANITARY MANHOLE >Yc LIGHT POLE ICURVEI ELTA 1 RADIUS 1 LENGTH 1 CHORD BEARING CHORD i Cl 1 83°16'13" 1 40.00' 1 58.13' 1 N42°06'09"E 1 53.15' C2 1 1.5324" 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 1 DISTANCE L 1 S 89°05'06" E 6.50' GRAPHIC SCALE IN FEET 0 10 20 40 m m w Q 0 V) z 0 > w 0- ofz O M N M N U Q Z> O U1 p z Q O O U c (DN U a z O 0 z O r p Z N co = Q Z � � r 7 coo O N � = Of W Y o W Z O 3 — J Z 3 d Y Q J N 0 OO O 0 RYA PERKINIS LIC. NO. 046565 OS/O�/2022, N N z 0 } Y } Y of O a-Q N �\0 Ln ccn Q m > m Q' _ C:) 0000 O CD m 3 w u Y O ¢ V Ul v w O ¢ O w S U 50 G W (D z U) Z Z J W ~ 0 Z 0 U Q LY Z 0 > W Z J Um Z w w w > Z /'►/ D O V W J 0 � m J Q SHEET NUMBER CV-101 GV d r T E Y Q Z � W IPF Ll fiDISTURBANCE= p .F '•''',rrrr <'a W _jLL r Go UFA a� s'Orr ° w W LIMIT - 22 ACRES EXISTING BYPASS LANE TO REMAIN r 1 U.S. ROUT I WAY 10' FRONT BUILDING RIC EXISTING MONUMENT SETBACK SIGN TO REMAIN (VARIABLE R/W) EXISTING RIGHT IN ONLY ENTRANCE TO REMAIN r . •UG,G Q ° e ° e- °L PAINT/STRIPING \ V EXISTING GAS °°, r C SERVICE m a EXISTING CAR WASH TUNNEL TO REMAIN I (FACADE IMPROVEMENTS PROPOSED) TING PARKING TO REMAIN BE UTILIZED BY EMPLOYEES � _ I FLUSH CURB UAI / .. - '. 3. R99 o Of ,°N LIGHT (TYP.) O i 3 CONCRETE WHEEL STOP a ; (TYP.) O Z Q ✓ J 3 W C 0 n 0 O VACUUM BOOM ARM BASE- 7 y IN IN GRAY (RAL 9006) (TYP.) (DESIGN BY OTHERS) c 0 T c J / 0 24" WHITE SOLID STOP BAR 0 (TYP.) ° a 0 E EXISTING RIGHT -IN /RIGHT -OUT' '- ENTRANCE TO REMAIN 0 0 ° gs =VC _1 E E ° 20' x 20' WATERLINE Q EASEMENT I � � E O / EXISTING 1.5" WATER- U n METER TO BE REPLACED O O WITH A 2" WATER METER 3 co c O cn r 1 I s 3 IL V O � all U U � 0 v ° m � v N L 0 O d I a � 0 w � U N � N `>I o J Y c O Y � C 1 y C_ O V ' N n � N V 0 � � c v V E ri c N 3 C 0 J Q ° o C z � 8.6 EXISTING SANITARY 4 SEWER SERVICE/;ADA SIGN AND BOLLARD /UGE j i ADA PARKING SYMBOL / / '' 19'� ' ' 6' 5.0' asp/ / IVACUUM EQUIPMENT PAD 6" THICK, 4000 PSI CONCRETE R-1 STOP SIGN & R5-1 "DO NOT ENTER" SIGN 1 W R3.0' D _ - R5-1 "DO NOT ENTER" SIGN CURB AND GUTTER VDOT STD CG.6 (TYP.) - —_ �It r � � N 89005'06" W x X 2" SM-12.5A SURFACE COURSE Q N Pa J s - ° 1 � N O O O O O O O O v 0 a ° C ° rn Y° II II I I I IIIIIIIIIIIIII I �y n 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B N 0 ° SUBGRADE - STABLE AND COMPACTED TO A � 0 n 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. LIGHT DUTY ASPHALT PAVEMENT SECTION ° NOT TO SCALE E n � 0 ° o 0r GRAPHIC SCALE IN FEET 0 10 20 40 III ' I I M ■ NEW PAY STATIONS =,IN GRAY (RAL 9006) E ' 1 I EXTERIOR WALL O C7 7 DIRECTIONAL ARROW (TYP.) I I 13.5' U E -E AND o I TING PARKING TO REMAIN BE UTILIZED BY EMPLOYEES \ �c 10 ' I - �� \ CONTRACTOR TO MATCH I PROPOSE CURB AND GUTTER TO EXISTING CURB AND GUTTER. N C IP 1 I 100'VEPCO RIGHT OF WAY I @1 6" NON -REINFORCED CONCRETE PAVEMENT Q2 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 IJVIL✓IIYV VI✓L VVVLLI LI\!ll\IVI NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN 11l.JLL %l V11O a7VVCCrCR P1RIV1 NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN O ro N IM N U Q Z > O L Q Ld Z Q O O U cc O N � U a z o n of Q O c o Z N c° _ Q Z U) O } of 7 cooJ O N � = cl�W Y W Q 0 3 - a Y Q J N 0 O O "7 J� RYA KINS LIC. NO;65 05/05/2M2_ j z >_ >_ a N 0 N Y Y OL�j N Ln (n > m D Q Ln Q r Q O oW m o W W Z Z ¢ Y w Y 0 ¢ v Ul O O U Q z: 0_ v_ Z Q 0 W Z J Um Z w w w > Z /'►/ O V r W J o' c) < m J Q SHEET NUMBER CS-101 01, i� It 0 0> O N N III N N O N N 0 y V) H w 0 w ft tit C } m N W O U N w a a �G S/oe << N q c o P F ° 3/8" WIDE x 1" DEEP a SAWCUT CONTROL JOINT 4" CONCRETE, MIN. 3000 PSI STRENGTH v p0". E Y ° 4" COMPACTED VDOT TYPE I SEE CONCRETE ° #21-A STONE BASE - SIDEWALK SECTION BROOM FINISH 0 ° z O r ADA PARKING SIGNAGE (PER DETAIL) / / / / � > .3 �p\NHS 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 I E 0 a L N ° Z z d COMPACTED SUBGRADE NOTE: REFER TO (WHITE LEGEND, RED BACKGROUND) 3" GALVANIZED GEOTECH REPORT FOR o o SQUARE TUBE N FINAL SECTIONS AND DETAILS " a APPLY 1/2" THICK PRE -FORMED PLAN SECTION z � o EXPANSION JOINT FILTER 0 0 CONCRETE SIDEWALK = USE 4" SCH. 40 STEEL PIPE _ DO NOT ENTER SIGN (R5-1) N M I FILLED WITH CONCRETE WITH N 0 Y TOP ROUNDED. PAINT TRAFFIC YELLOW IF SIGN IS WITHIN m 10 0 z a - > CENTERLINE OF DRIVEWAY PAVED AREA OR SIDEWALK O V o n o O o 5 5 z a o o SLOPE TOP OF v PLAN RTHICK, 5/16" BOLT IN 3/8" 00 0 o CONCRETE (ALUMINUMIG0.08 HOLE (TYP. OF 2) N M 0 ° SHAPE AND SIZE VARIES a I z onof o o c o ° GROUND / PAVING SURFACE � 1 a w } o / \ U) O w Of D co 0 N e V)ro0� O a .. + o Y a 3 4000 PSI CONCRETE e, fO 2.0 MIN. IN SIDEWALK \ / N N o 0 AND PAVEMENT AREAS L — — — 3 ■ O 0 0 1.5 4 VARIES GALVANIZED STEEL PIPE I I N M y TWO COATS WHITE Sj,TFi 04p `o REFLECTIVE TRAFFIC PAINT �� O/71 YY v ADA PARKING SIGN POST DIRECTIONAL ARROW o� o U RYA PERKINS y rl: LIC. No. 046565 ° E TYPICAL AT ALL 18"02" R7-8 SIGN GREEN LEGEND ON WHITE l�NAL o ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL PAVEMENT / 0 �/� Fmvm ON BLUE ON WHITE BACKGROUND 4 PARKING LOT STRIPING TO FINISHED GRADE z } PARKING BE 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT U N N O Y Y Of _ —= _ —' w O - O = ADA SIGN POST (PER DETAIL) ° III= I '_ - —111=' — I w �� o cn Q > } n I III �- a I— Q o \ o z m Q N 3 TYPICAL AT ALL VAN 12"x6" R7-8P SIGN GREEN LEGEND ON `r -� —' Y 0 ,� a N z a Y w ACCESSIBLE SPACES VAN WHITE BACKGROUND s ACCESSIBLE 3 _ H ^ IIII 12"x9" PENALTY SIGN (AS REQUIRED BY STATE OR LOCAL CODE) I " 6" DIAMETER CONCRETE BASE ° 6" o J FL a NOTE: SEE SITE PLAN FOR PARKING SPACE Q NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. LAYOUT AND DIMENSIONS NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA W y ADA PARKING SIGNAGE PARKING LOT STRIPING SIGN POST ° 0 30" A `o R=4„ W a y 2.0' MIN. 7.0' 9" 2.5' FROM BACK CURB OR BLDG v 3,000 PSI CONCRETE O a 1.0' 2.5' 2.5' 0.875 q 2-#3 BARS N v 2 COATS OF 4" 0 1.5" CHAMFER L WIDE BLUE TRAFFIC w BITUMINOUS SURFACE N PAINT (TYP.) z m 0 0 a F_ o w 1 COMPACTED BASE COURSE E 3 a BACK OF CURB 0 °D 'C m T CURB AND Q — GUTTER c 0 N Y2" DIA. STEEL RODSDA.STEEL COMPACTED BASE COURSE � E � v 2.0' A REB R) 2I0' M N MUMOLLENGTH 7 `m M#NIMUMAR) ELEVATION VIEW SECTION A -A ` L STRIPE WITH 2 COATS OF WHITE Q� < NOTE: R-1a REFLECTIVE TRAFFIC PAINT 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 1 1 Z L.LI N v 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB J a W N rn N (WHITE LEGEND, RED BACKGROUND) U c ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1-1) CONCRETE WHEEL STOP Z W ; W a 0 Z Lu 0 ^' 1 r U 1..� u 5 IIL....rrrL W 3 V J OLd < m J/ C N Q E SHEET NUMBER 0 r CS-501 U C N N O Q C O C `o x i T v E Y 0 T 0 0 L 3 0 0 L N U C 0 0 a 0 `o x T v Y 0 O 0 a 0 0 0 c O 0 `o .L. 3 0 � C Q v J 1 3 7 0 Z .Lo. Q 3 Y J' C N J v y y N c � o x v c U c 0 0 1 � Q � J 0 0 0E 0 c 0 o _n a, Q v m I � U C � L U O O n a c v 00 N 3 J .. I � � s U 3 0 c o .• U c � C � O 0 0 FL n � v h U N N ly Y O Y c O E 00 c �i n !� 0 V m v y O E m 2 c c 3 Q c 0 N Z O Q J � 1 'v � v Z L Q v Y c v 3 a o m O � J N O � L O y c 0 � v n n v v o 0 n 0 m 5 � 3 v L 0 0 J y E n D 0 p o 0r ---GV LL �� / � : e •Q> es e r IPF b II IF02 \ e 0 .' \ F w m J Q..� UA w .__ LIMIT OF '•,, lL v_ > Q DISTURBANCE= _ / 0.22 ACRES M 1" \ EXISTING CAR WASH TUNNEL TO REMAIN _ (FACADE IMPROVEMENTS PROPOSED) 369.10 I I ME 368.60 �o° 369, , ME a• 367.69 `/ \ BC / 1 368.19 TC a \ /� \ s 1 / UI G I \4I 369.85 FLUSH CURB I9.50 FS I 370.20 JV V. I V ME se 369 / 365.86 I\ ME I \, 369.06 369.65 1 I I BC \ FS CONTRACTOR I\\ SHALL \ RAISE EXISTINGINLETI I 369.56 TC \ ` — a BY 1 FT.I \ SS 411PVC SS -i s C BENCHMARK: O — — — �� — FILED'X' ON F.H. / — — — \ — ME FLANGE BOLT— �( ——369.0( ELEV=365.85' hyO �/ X ----- ----X----- U I U.S. ROUTE 50 RICHMOND R (VARIABL` R/VV) \\ •7 UA 369.70 MEi M TC Q 369.23 I � J ME 370•06ME II 1 369.5E 369. lli � ME ME 1 II \ 374--I� M� 369. 5 \ FS ��'�\ 1 Imo\\ �373----, \-I----- 370.00 \ II —U E\ GC 1 368.BC 369.26 \ TC II368.51 ME\ /r 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 BI: BOTTOM OF ISLAND CURB AND GUTTER GRADING NOTES 1. THE LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF DISTURBANCE AND ENSURE POSITIVE DRAINAGE. GRAPHIC SCALE IN FEET 0 10 20 40 V) z 0 w o' O ro N L N "' U Q Z % O � Q Z QO O U c O N � U Q Z O n 0 Q O r p \ Z N co = Q Z U) O } Of 7 c J O Ncl� � = W Y W Q O 3 J Z d � Y J E N O C] � O "7 J�I RYA PERKINS LIC. No. 046565 05/05/2M2- j Z } >- a N 0 N Y Y 70 N w Ln H cn > m Q y W Z Z ¢ w Y 0 ¢ v Z W Z J Um Z W w 'Lu > SHEET NUMBER CG-101 Z 0 U W J Q w m J Q v 0 O Q C 0 0 T v E Y O T 0 0 L 3 v a 0 L N O C y v 0 0 Q c 0 0 T v Y n c 0 0 v 0 v C 3 0 N Z N Q O J i 1 o Z 3 J I 3 J v E N 0 L o n � c � 0 5 i c � o Q v j c o J v L � O a E o � a n � I � c C 0 L U ri0i O � E c � o v v :J n I a U O � o U 3 C a� O � N . :J L 3 � O N " v I o C � O h v N O FL J n I o J w Y � a N Y v y E `o n T N c v o n 0 � C y ti c N m N N O ri '> N N O J J C Q E z D Q N J � Z � U 0 Z v - o v B v J � v 3 a o O � J v O � L O y c 0 � v n n v o � 0 n � m 5 � 3 L 0 0 J y E n � 0 p o 0 r N\ Z w w m a W U) Q PROPERTY BOUND ADJACENT TO RIGHT OF WAY U.S. ROUTE 50 RICHMOND R (VARIABLE R/W) PROPERTY BOUND ADJACENT TO RIGHT OF WAY uv • + 0.8 + 1.6 + 2.5 + + + + 2.7 2.6 2.1 1.4 + + 1.5 0.9 + 0.5 + + 0.7 1 r3b-A�10.4 PROPOSED MOUNTED NEW WALL FIXTURES + 0.6 +'3. 1.2 3.1 ++�7-5. 7.9 '2 1 2-s ++10. a n � 5 0.9 + 1.1 1 0.8 0.8 1.0 r(oF+ IPF ((11F2 1.7 2 1 2 40 A 3 EXISTING CAR WASH TUNNEL TO REMAIN (FACADE IMPROVEMENTS PROPOSED) 9 3 1 PROPOSED NEW FIXTURE AND POLE. NEW POLE 4 TO MATCH EXISTING 6.0 4.3 3.0 2.2 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 II�,2 � 4.4 3.9 2.6 2.1 1.9 1.9 2.0 2.2 2.5 POLE RELOCATED TO PROPOSED LOCATION ,0. 0k 0 2.9 2.5 2.1 1.9 1.9 1.9 2.0 2.2 2.5 q D o & 8 1.7 1.7 +.7 .7 1.9 2.1 2.5 .0 o `\\\1 . / -"/ . 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 n 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 2.9 3.1 1.4 1.7 2.3 I3.3 9.5 PROPOSED NEW 1.6 Ff1XT�1RE f�N7EXISTIL� 5.5 I P 1.8 2.1 2.3 2.0 2.6 2.1 2.1 9 E + �2.2 ❑[TSB LL 3 ++ 2.4 2.3 2.4 2 6 8C 2.5 2.4 2.4 + PROPOSED NEW FIXTURE ON EXISTING 3 2.5 2.4 2.3 2.5 3.0 P3�€ 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. ©' E4 �YYYY Y ti 0 0 0.1 .1 .3 0.4 0.4 0.4 04 0. 0. •0. 0.5 0.5 0.4 0c 0.1 0.0 X X X. PROPERTY LINE ADJACENT TO COMMERCIAL PROPERTY I L 0 L 2 2 2 4 NIN ails 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 n B 2 SINGLE LPW-32-70-WW-G3-2-BK STONCO 9'-01, LED 65W 1.0 -173 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 w Q 0 :z ro N M N U Q Z % O cii o z Q O O U c O N � U a Iz on0 oOI� o Z N co = Q Z U) O } of7 c J O Ncl� � = W Y w O 3 J Z 3 d 3:- Y Q J N 0 O r Z } } a N 2i W W rl� N O Y Y O ON Ln H\ cn > m a 0� Q m r7 Q O \ o w � w W z z ¢ Y w Y 0 ¢ v U Ul w O 0 O S U Z W Z J Um Z W LU Lu i I0. E V T- SHEET NUMBER CL-101 Lial large wall sconce C = Stonco LytePro LED large wall sconce LPW32 features outstanding value ^Ohm 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: o Tapplications requiring strong lateral spacing and forward pattern projection. Lamps: oey Nodes O 'o Ordering guide Example: LPW32-70-NW-G3-3-120-PCB-BZ L 3 Pr fh Wattage LED Oolor/G•n Distribution Emergency Voltage � LPW92 s LPW32 LytePro 32 70 7OW NW-G3 Neutral White 2 Type 2 -- one 120 120V m LED Large 90 BOW 4000K 70 CRI 8 Type 3 EBP Emergency Battery 209 208V 6 Well Sconce 50 5011 Generation 3 4 Type 4 Packst. 240 240V Z WV-05 Warm White 277 277V m 3000K 70 CRI Generation 3 347 347V O 480 480V U O UMV 120-277V (51 m HVU 347-480V 50/601 Q U v Dimming controls Motion sensing Photocontrol Location Finish O I FAWS Field IMRIS Motion sensor PCB Phl3tocontrol SAC° Meets the Ifs m Adjustable #3 Lensie Button'• requirements of BK Black E Wattage the Buy American WN White Y Selector' Act of 1933 (BAA) BL all Bronze n functlonellty°' Dan Dark G Gray c M Medium GY Gray 0 - Customer 0 apeomed RAL Specify optional color or RAL (el OC-LGP or o_ O OC-RAL7024) v o CC Custom color (Must supply color chip for U required factorquote) c 3 a c J O Stocked luminaires - Ordering guide l'''' LPW& LytePro LED large wall sconce Dimensions Q o M Catelo Number g Desert ptlon Master Pack. .city UPCCode 'J O LPW32-G3-8-DGY LPW32,70W, 650mul 4000K, Type 3,120-27N, Dark greytextured paint 3 622252813889 -C LPW32-G3-8-BZ LPW32,70W, 6514000K, Type 3.1201 Bronze textured paint 3 622252813896 Z D _ m Stocked accessories - Ordering guide (Must be ordered separately)" = ` Catalog Number Deaeription Master Pack, City UPC Cotle J 3 V LPWCVRPLT-BP I LPW Universal well cover mountinglate Bronze textured paint P Pe none (none) 190096144880 7 s ' Emergency battery backup(EBP) available with SOW configuration only a Failure to properly select the'BAC-suffix could resultinyou receiving J .3 ° 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 do" not address the • Iicabili Not available with BL, FAWS or PCB of, or evallablllty, of a weever under, the Trade Agreements Act, or (11) the "Buy C m, m Not available with other control o dons. P America'domesticcontent requirements Imposed on states, localities, and m E e Available only with BL diming option other non-federal entities as a condition of receiving funds administered by ° M ust specify voltage the Department of Transportation or other federal agencies. n .00 ' Other colors avail able upon request as made -to -order ° Consult Signify to confirm whether specific accessories are BAA-compliant. C0 m Y r IL/ J m LPW32-LytePro_sconce 10/21 pagetof3 cC 11)US O c J O 0) o E - a • Area n mCM 4s 1 O ._ Q EcolForm I m by Os ignify U ECF-S sivall area light 0 E m c Gar'doo EcoForm Gen-2 combines economy with performance in an LED area Praiaar 0 luminaire. Capable of delivering up to 27,8001umens or more in a compact, low `O profile LED luminalre, EcoForm offers a new level of customer value. EcoForm CetNo: I � 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 Types o control systems available for further energy savings. Includes Service Tag, our hope: City: 3 innovative way to provide assistance throughout the life of the product. Notes c O '- N s U t c 3 0) Ordering guide example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S F7 F-1 I ECF-S EeoForm 32L 32 LEDs 365 365mA WW-G2 Warm White Alp Arm Mount Tvoe2 120 120V site and (2 modules) 530 530mA 3000K. 70CRI (standard) 2 Type 2 AFR Auto Front Row 208 208V area, small 70D 700mA Generation 2 2-90 Hotel left 90° Alain Auto Front Now, 240 24OV - eu re a M 1050 mA Thsfolical 2-270 Roteted right: 270° Rotated oft so- 2n 27TV 1.2A 1200mA tOOOK. 70CRI mounting kits Aral Auto Front Row, 347 34W Generatlon2 must be ordered rAea Rotated right 270° 480 480V 481. 48 LEDs 900 900rM CW-02 Cool White separately(a" 9 Type BLC Back Light Control UNV 120-277V (9 modules) SOOOK, Generation MCRI accessories ) 9-90 Rotated left 90* BLC-90 Beck Light Control (60/601 M tO50mA gag Slip Fitter 3-270 Rotated right 270° rotated at 9o- NW 347-48M Mount Tb 4 BLC-270 Beck Light Control (50/60Hz) a& 64 LEDs 900 900rM (fits to 2a/e notetetl at 270° (4 modules) Mae 105OmA O.D.tenon) 4 TVPB4 LCL LEED Comer fads Well ..in - otete etBi CPU. Left with surtaoe 4-270 Rotated right 270° RCL- UED Comer cons uk lYee fi Optic Right rear entry permitted 6 Type 5 MM° Retrofit arm 6W' Type Ni mount kit DWx 0-10V External coming IMBI3'• Integral with PCB" Photocontrol Fusin Square Pole Adapter Textured (for controls by others) #31... Button Fie Single(120.277, 34WAC) included in standard BK Blac DCC-" Dual Circuit Control IMRI]e Integral with TLRD6tn Twist Lock Fla Double (208. 240. 48OWC) Product in If is FAWS) Field Adjustable Wattege Selector #]lens Receptacle TBo Terminal Block BZ Bronze LL.Wavd• BLI- Integral wireless module BI-level furetica llty Ern TLRm7ta Twist Lock PoleMnnt FaIng Fina Single (120, 277, 34WAC) RPAw Round Pole new Dark Gray SRDR"rain SR driver connected to Zha eeocket 9 Receptacle FP2- Double(208. 240, 480VAC) Adapter (fife To3"-3.9' MOY Metllum Grey 7 Pin FP9- CDouble Pull O.D. pole) CuCustomerspecified DvnaDimmen Automatic Profile Dimming TLRPCqeO Tall Lack Receptacle w/ (208. 08.24 240, 480VAC) HE- Internal House RAL Specify optional Coal Safety 50% Dimming, 7 hours Photocell Suns Protection Ml standi l Sid. Shield color or RAL I.: MILLION) SP2 Increased 20kA CM6ac° Median 60% Dimming, 8 hours CC Custom color Goal Safety 30% Dimming. 7 hours (MuCM80e- Median 30% Dimming, 8 hours chip fo requirepply d chip for requiretl Factory quote) W c 1. BL-IMRIBO equipped whir out -boarded watch housing when 10.TLRD6,TLRD]endnRPCreceptadepins466areceppedoff 16.NMmileblew hDD.DCO.FAWSSMLLCdlmming C :D G wltege is HVU(347-48OV) when ordered with any or Me Dimming controls Do or controlapi Z m 2. Mounts to a 4" found ale with adapter included for FAWS or LLC. 17. When ordering SRDR, controller(by othere) to be ueM on = p soul poles 11. Net available in 40 .. Order geolumme werstNYwlth TLRDIllf. soaketriwti ... patlbb(8wapaolRustl-for mars _ - S. Limited to a maximum of46d rant almin above horizontal. a9 g 12. Not eveileble with DCC. dstalb. Consult factor for lead time. All? Ins In NEMA P ;' 7= 4. Not available with other tllmming con Vol options. 13. Not available with SF and ft. RPM Drovltletl with black receptacle are connected to BR Oliver. SRDR not available with B. Notevallable with motion sensor. Bnlahatendard. CADS or TLRPC. m G. Not available with photoccura 1. 14. HIS not eveileble with Tyre 5.5W. BLC. BLC-90. BLC-270. LCL 18.0-1OV41mmingdriverx1dmmrd. :V L V 7. Muebpni a motion senor lane. or RCLoptIcx 19. LCLeM ROL notwageblewith 481 or 61 S. Not... H.bI.id347or4g0V 15. Not ewilebleeft W. DCC. end FAWS dimming 0 9. Must apadfy lnputvolteps. control options. J � :J m m 3 a O m O U UP J N J UL v 3 C US Y o ECF-S_EeoForm_eree_6mall Dipages of9 ''�`-----�--'�'" r�1 0) m n n 0 at ° g o u7 U n m m 5 Z 3 m s - m 0 0 J y E In D O o Or 0r 48 j12 am) 120" (30 cm) �92" (23 cm) Lumineire weight: 91be (4 kg) Lumineire with ESP: 1116s (5 kg) Location of test switch \_ L ocatbn of motion senso lens war hen deretl vaporEBP when ordered with BL-IMR13 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 luminalre or may legged to well using (4) knockouts. Universal J-Box mounting hole pattern O 1 O (26 am)I (( 8.t1 (22 cm) 1.5' (42 Ordering Code Total LEDs LED Current (mi Color Temp. Average System Watts Type 2 Lumen BUG Efficacy Output Rating (LPW) Type 3 Lumen BUG Efficacy Output Rating I (LPW) Type 4 Lumen BUG Efficacy Output Rating (LPW) LPW-32-50-101i 32 400 4000 45 6026 82-UO-GI 133 5899 B1-UO-GI 130 5.710 B1-UO-G2 126 LPW-32-70-NW-03 32 650 4000 65 8.425 B2-UO-G1 130 8,248 B1-UO-G2 128 8,139 B1-Li 126 LPW-32-90-NW-G3 32 900 4000 90 10.992 B2-UO-G2 122 10.761 82-1.11 120 10.618 02-UO-G2 118 LPW-32-50-1101-G9 32 400 3000 45 5455 B1-UO-01 120 5340 B1-UO-G1 118 5,169 B7-UO-01 114 LPW-32-70-WW-G3 132 650 3000 65 7,626 B1-U0-G1 118 7,.4 B1-UO-G2 116 7,367 B1-UO-G2 114 LPW-32-90-WW-G9 32 900 3000 89 9.951 B2-UO-G2 112 9,742 B2-UO-G2 109 9.613 B2-UO-G2 108 LED Wattage and Lumen Values - Emergency mode Ordering Code Total LID. LED Cu.. (.A) Color Temp. Averege Sy Typs 2 Typo 8 Type 4 a4s4temwatts Normal Mode Emergency Mode Normal Mode Emergency Mode Normal Mde Emergency ModeLPW-82-60-NW-GB-EBP 32 400 4 000 456026 1871 5899 1832 5710 1774 LPW-32-60-WW-G3-EBP 32 400 310005455 1.cm I 5340 11 5169 1606 Values from photometric tame performed In accordance with IESNA LM-79 and are representative of the configuration° shown. Actual performance may very due to Installation and enironmental variables. LED end driver tolerences. and Cold measurement con kderstions. It Is highly recommended to confirm performance with a photometric layout. NOTE: Some date m be scaled based on taste of similar but not lderdlcal luminaires. Contact fact for configurations not shown. ay ( ) err a Predicted lumen depreciation data Predicted performance derived from LED manufacturer's data and engineering dealgn estimates, based on IESNA LM-80 methodology. Actual experience may very due to field application contlitiona.L70 is the predicted time when LED performance depreciates to 70%of initial lumen output. Calculated per IESNA TM21-11. Published L70 hours limited to 6 times actual LED teat hours Ambient Tom . Ioulatetl Lad Hours Laoide-W 21 %at S00% • up to 40°C 1 >200,000 hours >54,000 hours >95% Optical distributions Based on LPW32-70-NW-G3 at 20' mounting height 0 { 4M e e MR. 2f° c 2 2M by - 2M taste 05 c 1 IMH . lfc 1M Ifs 2ft 1b 2R 2 d 0 0 {IM 9MX aNl IMI 0 1MX 21 3MH 4MH 4MH 31101 2MH IMI 0 11 2MH 3MH 4MN {MH 3MH ]MH IMI 0 1M1 2MH SMl 4MH Type 2 Type 3 Type 4 LPW8220'mountln h hL LPW3220'mouMln height LPW8220'mou u he ht Noun no h. nit 18tt M 23tt Mounting height T fINC: 23tt Mounting heipM FISH: 120 ft 23ft Mumdller 11.05 11.00 0.99 Multiplier 11.14 1 1.OD 0.]B MultIpllBr 11.18 11.00 1 0.76 LPW32-LytePro_sconce 10/21 pege2of3 ECF-S EcoForm small Area luminaire EooForm Accessorise d (ordered separately field installed) Shiddlnp Aaaenwbt Footnotes 20. Not eveileble with Type 5 or 5W optll 21. comuit SIgni to scandal whether spee'die accessories ere MA -compliant. House Shea shield Standard optic orientation: XIS-32-Hoc Internal House Side Shield for 32 LEDs (2 modules) Internal ouse bias unwharpor,411 Li IS 111001.1191 HIS-94-Has Internal House Side Shield for 64 LEDs (4 modules) Optic at 90 or 270 orientation: HIS-32-V °7 Internal House Side Shield for 32 LEDs (2 modules) HIS-48-Vac Internal House Side Shield for 48 LEDs (3 modules) HIS-84-VeJ Internal House Side Shield for 64 LEDs (4 modules) LuminelnA.rhas ECF-El Blyddeterrent ECF-RAM-G2-(O Retrofit Am mount kit ECF-SF-G2-(F) Slip Fitter Mount into to 23/8"O.D. tenon) ECF-WY (F) Well mount with surface conduit rear entry permitted EcoForm Ill EcoForm Pi (pole top fitter fits 23/8-21/2'DO x 4"depth tenon) (pole tap fitter fife 3-31/2" OD is W depth tenon) EceFerm PTF4 (pole top fitter fits 31/2 Do 8" depth tenon) PTF2-ECF-B/L-1-90-(F) lluminaireat90e PTFS-ECF-9/LA-90-(F) 1luminaireat90° PTF4-ECF-g/LI-90-(F) ilumineireat 90a PrIl2-ECF-M-2-90-(F) 2lumineiresset90° PTFS-ECF-B/L-2-90-M 2 luminaires at 90° PIF4-ECF-S/L-2-90-(F) 2 luminaires at 90° PTF2-ECF R/L-2-18Oi 2luminaires at 1BD° PTF3-ECF-S/L-2-180-(F) 2 luminaires at 1806 PTF4-ECF-S/L-2-180-(F) 2 luminaires at 180° PTF2-ECFS/L-3-90-07 3luminelres at 90° PTF3-ECF-S/L-3-90-(F) 31uminelresat90° PTF4-ECF-S/L-3-9Oi 3lumineiresat90° FrF2-ECFS/L,4-90-(F) 4luminalres at so- PTF3-ECF-S/L-4-90-(F) 4luminalresat90° PTF4-ECFS/L-4-90-(F) 4 luminaires at 90° PTF2-ECF-S/L-S-120-(F) 3 luminaires at 1200 PTF3-ECF-S/L-3-120-(Fr, 3 luminaires at 120° PTF4-ECFS/LS-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 12NC -3-Uli 912401466002 0 91240153458 RS-ECF-S-32L-1A-NW-G2-AR-3-UNV-MGY 912401466003 RS-ECF-S-64L-lA-NW-G2-AR-4-UNV-BZ 912401466016 RS-ECF-S-32L-lA-NW-G2-AR-3-UNV-BK 912401534554 RS-ECF-S-64L-lA-NW-G2-AR-4-UNV-MGY_ 91240146601' RS-ECF-S-32L-lA-NW-G2-AR-4-UNV-BZ 912401466004 RS-ECF-S-64L-lA-NW-G2-AR-4-UNV-BK 912401534561 RS-ECF-S-32L-lA-NW-G2-AR-4-UNV-MGY 912401466005 RS-ECF-S-64L-1A-NW-02-AR-5-UNV-BZ 912401466 RS-ECF-S-32L-lA-NW-G2-AR-4-UNV-BK 912401534555 RS-ECF-S-64L-lA-NW-G2-AR-5-UNV-MGY 912401466019 RS-ECF-S-32L-lA-NW-G2-AR-5-UNV-BZ 912401466006 RS-ECF-S-64L-lA-NW-G2-AR-5-UNV-BK 91240153456A RS-ECF-S-32L-lA-NW-G2-AR-5-UNV-MGY 912401466007 RS-ECF-RAM-G2-DGY 912401466487 RS-ECF-S-32L-1A-NW-G2-AR- 912401534556 RS-ECF-RAM-G2-MGY 9124014664 RS-ECF-S-48L-IA-NW-G2-AR-3-UNV-BZ 912401466008 RS-ECF-RAM-G2-WH 912401466485 LRS-ECF-S-48L-IA-NW-G2-AR-3-UNV-MGYAF 912401466009 RS-ECF-RAM-G2-BZ 912401466486611111111 RS-ECF-S-48L1A-NW-G2-AR-3-UNV-BK 912401534557 RS-ECF-RAM-G2-BK 912401466484 RS-ECF-S-48L-IA-NW-G2-AR-4-UNV-BZ = 912401466010 RS-HIS-32- 912401466489 RS-ECF-S-48L-lA-NW-G2-AR-4-UNV-MGY 912401466011 RS-HIS-48-H 912401466491 RS-ECF-5-48L-IA-NW-G2-AR-4-UNV-BK 912401534558 RS-HIS-64-H 9124014664993M RS-ECF-S-48L-lA-NW-G2-AR-5-UNV-BZ 912401466012 912401466013 RS-ECF-S-48L-IA-NW-G2-AR-5-UNV-BK 912401534559 .. -.. _ 912401466014 RS-ECF-S-64L-1A-NW-G2-AR-3-UNV-MGY 912401466015 ECF Eeollorm_eret-small 01/22 page2of9 Gardco 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. Ordering guide Project Lodadon: Cat.Ncx Type: Lamb Ctle Notes example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY ECF-S I F7 7 ECF-S EeoForm 32L 32 LEDs 365 365mA Wil Warm White AR' Arm Mount Type 120 120V site and (2 modules) 530 53OmA 3000K, 70CRI (standard) 2 Type AFR Auto Front Row 208 208V area. small 700 70OmA Generation 2 2-90 Rotated on, goo AFR-90 Auto Front Row, 240 240V Cali Neutral White 1. 12WM The following 2-2]0 Rotated r19M R70° Rotated left SO° 277V 1.2A 12WmA 4000K, 70CRI mountingkits AFR-0.]O Auto Front Row, 347 347 347V Generation must be orderetl ]ypp$ Rotated right 270° 480 /BL 48 LEDs 9WmA CW-02 Cool White asperstely(Ses 3 Type BLC Beck Light Control 120V UNV 120-27N (9 modules) SOOOK, 70CRI Generetlon2 accessories) a-90 Counted left 90" ou BLC-90 Beck Light Control fis M 1060mA 1.2M 120omA this Slip Fitter 9-270 Rotated right 270° rotetetl atBC 7-48W U Hall347-OBOV Mount BLC-270 Beek Light Control (50/601 64L 64 LEDs 900 90omA (fits to 2a/d' TYQ9.i rotted at 270° (d modules) 10 1060mA O.D. tenon) 4 Type LCL* LEED Corner MWell mount 4-90 Rotated left 90° Optic Left with surf,.. 4-270 Rotated right 270° RCLe LEED Corner conduit Type Optic Right rear entry permitted 5 Type RAMP Retrofit arm 6W T age SW mount kit u DDIx 0-10V External dimming Hill Integral with PCB- Photocontrol Fuel Square Pole Adapter (for controls by others) #3 an, Button Fix Single(1201 34NAC) included in standard SK Bud DCCAe Duel Circuit Control IMRI7e margralwith TLRDi Twist Lock F20 Double(208.240.4801ill Product yet Lyh-np FAWSfdo Field Adjustable Wattage Selector #7 one Receptacle 6 Pin Pole Mount Fuaim TWO Terminal Block BZ Bronze LLC•^'ne Integral wlreleee module g BP^'w lr TLR07'n^ Twist Lock FP1° Single (120. 277. 347YAG) RPAw Round Pole DGV Dark Gray connectednality SRDR*s^°^SR tlriveroonnec[ed to Zha eeocket SIR9 Receptacle FP2° VAC) Adapter - ( Pite [0 3" 3.8" MGY Medium Gray 7 Pin Canada nDo2le Pull FP9' Canadian Double Pull O.D. pals) Custemwweditd DvnaDimnler:fetyAutomatic0Profile Doming TLRPC,wnn Twist Lock (208. 240. 480VAC) XISX IMemal Home RAL Seel o anal or AL Costa Safety50 Dimming,'hours Photocellew/ Photocell Suros atandarm Side Shield color (ex: RAL]024) noteetlon 20k SP2 Increecetl 20kA CM60c° Median 60%Dlmming,Bhoure CC Custom color CS30P^ Safety 30% Dimming. 7 hours ly color ClMedian 30% Dimmi Derailing. 8 hours chip(Mufor re chip fo required factory quol 1. BL-IMR13n equipped with out -boarded sensor housing when 1G.TLRDG.MRD7and TLRPCrweptedepin°4B6er°ceppedoff 18.Noteva1leblewlth OD.XC,FAWSand LLCdkeming voltage M HVU(347-48OV) when ordered with any of Me Dimming controls oD or control option.. 2. Mountill found polewnh adepter Included for FAWS or I.I.C. 17. When sheering SRDR. controller (by others) to be used on ro Ise. aqw age 11. Notervetuals In 4sOV. Order hotocellse separately with TL1l P P Y ewlwt must be SR compatible awe eoxbetlo,w for mom Pa ( P S. LImILetl Memedmum 046 tie raw elmin above M1w6oMal. g B 12.NMevelleblewlM DCC. Oetem. Coneultiacta fomsedOme. All? Ina in NEMA Y P 1. Nntawllame with oNer Wmmin conVolo options. g Pdo 13. Not end Lug. RPM rovl0a0wkh black P receptacle are connected to SRtldwcSRDR not available both P 6. Notwellebls wkM1 motion sends. finish standard. TLRD6 fir TIAPC. 6. Notevailable with photoeontrol. 14. HIS not available with Type 5, 5W, BLC, BLC-90, BLC-27e LCL 18.0-10V dimming driver standard. 7. Must specify a motion sensor lone, or ROL optics. 19. LCLand ROL not evalle6lewith 481 Ipl 8. Not available in 347 or460Y 15. Not availiall DO. DCC. and FAWS dimming 9. Musts specify In w1te a P Y Put g controlo tlans. P ECF EcoForm_eree_small 01/22 pages of 9 ECF-S EcoForm small Area luminaire 3000K LED Wattage and Lumen Values Ordering Code Total LED. LED cement Drul Cal Temp, Average System Watts Type WgMn BW ERbeaJ Output Rating "M Type tomen BUG thereby adet Rating (LPW) Type Wmen BUG James, Output Rating (LFW) Types Lumen Bull WN , Output Rating (LPW) Type SW W. WG EFfi-" Output Riving (LPW) ECF-S-32L-365-WW-G2-x 32 365 3000 40 5,508 B1-UO-G1 138 6.428 B1-UO-G2 136 5.637 Bt-UO-G2 141 5.790 B3-UO-Gt 145 5.604 B3-UO-G1 140 ECF-592L-68g-WWQ-x 32 53t1 3000 56 7,159 B2-UO-G2 129 7,055 B1-UO-G2 127 7.327 81-1 132 7,526 83-UO-G2 135 7,284 B3-UO-02 131 ECF-S-32L-700-wW-G2-a 32 700 3000 73 9.234 B2-UO-G2 127 9,034 B2-UO-G2 124 9,452 B2-UO-G2 130 9707 34-U0-G2 133 9.395 B4-UO-G2 129 ECF-S-32L-1A-WW-GM 32 1050 3000 106 13.001 B3-UO-G2 123 12n9 B2-UO-G2 120 /3.306 B2-UO-G3 126 13,665 84-UO-G2 129 13,227 Bd-UO-G2 125 ECF-S-32L-1.2A-Wall 32 1200 3000 122 14,421 B3-VO-G3 119 14,108 112-U 3 116 14,760 B2-U0-G3 121 15158 B4-UO-G2 125 14.671 B4-VO-G2 121 ECF-S- L9O0-WW-G2-x d8 900 SWO 135 17.115 B3-UO-G3 127 16,744 B3-U0-G3 124 17510 B2-UO-G3 ISO 17.990 B1-1 133 V.413 B5-UO-G3 129 ECF-S-4BL-IA-WW-G2-x 48 1050 3000 159 19,381 B3-UO-03 122 18,960 B3-UO-G3 119 19,836 B3-UO-G4 125 20.372 95-UC-63 128 19,717 B5-VO-G3 124 ECF-S-18L-1.2A-WW-02a d8 1200 3000 183 21.515 B3-UO-G3 118 21.048 B3-U0-G4 115 22.020 B3-UO-Gd 121 22,616 BS-UO-G3 124 21.888 B5-UO-G3 120 ECF-S-64-900-Wil 64 900 3000 178 22,652 B3-UO-G3 127 22,161 B3-UO-Gd 125 23,185 B3-UO-G4 130 23,810 B5-UO-63 134 23.045 B5-UO-G3 130 ECF-S-fi4L-IA-WW-G2a 84 1050 3000 208 25,520 B3-UO-G3 124 24.966 B3-UO-G4 121 28,12D B3-UO-GO 127 28,150 BS-UO-G3 12] 25,984 BS-UO-GO 128 Efficacy (LPW) 62 58 57 56 54 0 55 58 Ordering Code Total LEDs LED Curren pM) Cobr Temp. Average System Wafts Lumen Output The AFR BUG Rating Emcary g.m11 Lumen Output BLC BUG Rating Emcary (LPW) Lumen Output LCLor RCL BUG Rating ECF-S-32L-365-WW-G2a 32 365 3000 40 5,706 B2-UO-G1 143 3.691 BO-UO-G1 94 2.449 00-UO-01 ECF-fr32L-690-WW-02-x 32 530 3000 56 7.417 B2-UO-m 133 5.005 BO-UO-G2 91 3.183 BO-UO-G1 ECF-S-32L-MO-WW-G2v 32 700 3000 73 9,567 B2-1 131 6,409 B)-UO-G2 89 4,106 BO-UO-G1 ECF-fr921-1A-WW-G2a 32 1050 3000 106 13,467 B3-UO-G2 120 9.024 B1-UO-G2 07 5,793 BO-U0-G2 ECF-S-321.A.2A-lifal 32 1200 3000 122 14.939 B3-UO-G2 123 10,010 BI-VO-G2 84 6,426 BO-UO-G2 ECF-"L900-900-G2a 48 900 3000 135 17731 83-UO-02 131 11,800 Bt-UO-G2 89 7.626 BO-1xl-G2 ECF-S-46LAA-lift' x 48 1050 3000 159 20,076 B3-UO-G2 127 13,453 Bt-VO-G2 86 8.636 BO-UO-G2 Sol -S-4Btr1.U-WW-G2-x ECF-S-84L-900-WW-G2-x 48 66 1200 900 3000 3000 103 178 22288 23,065 83-UO-02 B3-UO-G2 122 182 14,934 15.723 B1-UO-G3 B1-VO-G3 83 90 10.093 Bali ECF-S-64LAA-WY2-02-a 64 1050 3000 206 26,437 Bd-VO-G3 128 17714 BI-VO-G3 87 4000K LED Wattage and Lumen Values Ordering Code led LEDs LED Current fail Cebr Temp, Awrge Type Type3 Time Tyes Type not System Waite Lumen Output OW bung Efflcac (LPW) armed Output BUG Retins Efflcary (LPW) Lumen Output BUG Ruth, Effl a (LPM Lumen Output BUG Rating Emery (Lial Lumen Output BUG Rem, Effktry (LPW) ECeS-32L-365-NW-G2a 32 365 4000 40 5.798 91-UG-Gl 145 5.713 B1-UO-G2 143 5.934 B1-UO-G2 148 RON B3-UO-G1 152 5.898 B3-UO-G2 147 ECF-S-32L-530-NWii2-x 32 530 4000 56 7.536 B2-UO-G2 135 7.426 B1-UO-G2 133 7.713 81-1 138 7.922 B3-W-G2 IQ 7.667 B3-UO-G2 130 ECF-S-32L-700-NW-G2-x 32 700 4000 73 9720 B2-UO-G2 133 9,509 B2-UO-G2 130 9,949 B2-UO-G2 136 10,218 B4-UO-G2 140 9.889 84-VO-G2 136 ECF-frM-IA-NW-G2-x 32 1050 4000 106 13,685 83-UO-G2 130 13.388 82-1 127 14,006 B2-UO-G3 133 14,384 84-1 136 13,923 B4-UO-G2 132 ECF-S-32L-1.21,11 3-x 32 1200 4000 122 15.180 B3-UO-G3 125 14,851 82-UO-G3 122 15,537 B2-UO-G3 128 15,956 34-1 131 15,443 B4-VO-G2 127 ECF-S-4BL-80g-NW-G2-x 48 NO 4000 135 18,016 83-UO-W 133 17.625 83-UO-03 130 Tali B3-UO-G3 136 18,937 84-W-Gal 140 18,329 85-UO-03 136 ECF-S-48L-U-11111 a 48 1050 4000 159 20,401 B3-UO-G3 129 19.958 83-UO-G4 126 20.880 B3-UO-G4 132 21,444 35-1.0-G3 135 20,755 B5-UO-G3 131 ECF-S-4BL-1.2A-NW-G2a 48 110 4000 183 22,647 N-UO-G3 124 22.158 B3-UO-Gd 121 29.1]9 B3-UO-G4 12] 23.806 B5-UO-G3 130 23.060 B5-UO-G3 126 ECF-S-fi4L-900-NW-G2-x fi4 900 0000 178 23.844 B3-UO-G3 134 23,327 B3-00-G4 131 24.405 B3-UO-G4 137 25.063 BS-00-G3 141 Sf 258 B5-UO-G4 136 ECF-frML-IA-NW-02-x1 64 1 1050 14NO 1 206 1 26.863 1 B3-UO-G3 1 130 26.280 M3 UO-Gd 128 27.495 IQ-Ul 136 2].526 BS-UO-G3 13d 2].330 1 B5-UO-G4 133 Efflcary (LPW) 67 62 61 60 58 62 59 82 disarm Cotle Total LEb LED current MW Cebr Temp, America System Watt Lumen Output Tye AFR BW btin9 Emery U!" Lumen Omput BLC BUG Rating Efficacy (LPW) Lumen Output LCL or all BUG Rating ECF-S-32L-365-10it x 32 365 4000 40 6,006 82-UO-G1 150 31991 30-UO-G1 101 2633 BO-VO-G1 ECF-S-32L-5W-NW-02-a 32 Six 4000 56 7.801 82-UO-01 MO 5,412 BO-u0-G2 99 3,423 SO-VO-Gt ECF-s-32L-700-NW-Ga-a 32 TOO 4000 73 10,070 B2-UO-G2 138 6.930 BO-UO-G2 96 4,415 BO-UO-G1 ECF-S-32LAA-Ill 32 1050 4000 106 14,176 83-UO-M 134 9,756 81-VO-G2 94 8.229 80-1 ECF-S-32L-1.ZA-NW-G2-x 32 120 44000 122 15,726 B3-UO-G2 129 10.822 Bt-00-G2 90 6,910 BO-UO-G2 ECF-SdBL900-NW-G2-x 48 900 4000 135 18664. B3-UO-G2 138 12,843 B1-UO-GI 96 8,20D BO-Ul ECF-S-48L-IA-NW-G2-a 48 1050 4000 159 21,133 B3-UO-G2 133 14,544 B1-UO-G3 93 9,286 BO-u0-G2 ECF-S-18L-IZM Z-Gnm` ECF-S-B4L-W00-NW-G2-x d8 fi4 1200 900 4000 4000 103 178 23.461 24.700 B3-UO-G2 B3-UO-G2 128 138 16,145 16,998 B1-UO-G3 BI-VO-G3 90 97 10,853 80-Ul WP-fr64L-IA-NW-G2-x 64 1050 4000 206 2],828 84-VO-G3 1 35 1 19.150 B1-VO-03 94 ECFS-EeoForm-eree_smell 01/22 page4of9 ECF-S EcoForm small Area luminaire 3000K LED Wattage and Lumen Values Ordering Oods TeW LEDs LED Current Drul Decker Tamp. Average syrtam Woes Type WgNn BUG Endear, Output Raring "M Ins LVMM BUG Mail Output Rating (LPW) 1 Typed Wmerl BUG Effles, Output Rating (LPW) 1 Types WIMrt MG Effieecy Output Bating (LPW) Type SW Lumen BUG Emery Output bible, (LPW) ECF-fr32L365-WW-G2-il 32 365 3000 40 5,508 T-UO-G1 138 6.428 B1-UO-G2 136 5.637 B1-UO-G2 141 6.790 B3-UO-G1 145 5.604 83-UO-Gl 140 ECF-fr92L-690-WWii2-x 32 530 3000 56 7,159 112-1 129 7.055 W-UO-G2 127 7.327 BI-UOti2 132 7,526 B3-UO-G2 135 7,284 B3-UO-G2 131 ECF-S-32L-700-1110-02-a 32 700 3000 73 9,234 B2-UO-G2 127 9,034 82-UO-02 124 9.452 B2-U0-G2 130 9707 34-UO-02 133 9,395 84-VO-02 129 ECF-fr92L-1A-WW-02-x 32 1050 3000 106 13.001 B3-UO-G2 123 C.TS B2-UO-G2 120 13.306 M-UO-03 126 13,665 B4-UO-G2 129 13,22] B4-UO-G2 125 ECF-S-32L-1.ZA-WW-G2-x 32 1200 3000 122 14.421 B3-UO-G3 119 14,108 B2-UO-G3 116 14760 B2-VO-G3 121 15158 B4-UO-G2 125 14,671 Bd-VO-G2 121 ECF-fr4BL90D-WW-G2-a 48 1 900 3000 136 17,116 83-UD-W 127 16,744 83-1 124 17518 B2-UO-G3 130 V,,990 84-UO-02 133 17,413 BS-VO-G3 129 ECF-S-48L-1A-WW-G2-x 48 1050 3000 159 19.381 B3-UO-G3 122 18.960 B3-UO-G3 119 19,836 B3-UO-G4 126 20.3M B5-UO-G3 128 19.717 B5-UO-G3 12d ECF-S-dBL-1.2A-WW-G2-x 68 IND 3000 183 21.515 BM its 21,048 BS-UO-G4 115 22.020 Ill 121 22.616 B5-U0�i3 124 21.888 B5-UO-G3 120 ECF-S-64-900-lagyl 64 900 3000 178 22,fi52 B3-UO-G3 127 22,1fi1 B3-UO-G4 125 23,185 B3-UO-GO 1 130 23.810 35-UO-G3 134 23.045 B5-UO-G3 130 ECF-S-fi4L-IA-WW-G2a 64 1050 3000 206 25.520 B3-UO-G3 124 24.966 B3-U0-G4 121 1 26.120 J B3-UO-G4 iD 26.150 B5-UO-G3 127 25.964 B5-UO-Gd 126 Emory (LPW) 62 50 57 56 56 V 55 58 Orden, Code Total LEDs LED Current pril Color Temp. Average System Watt. Lumen Output TCx AFR BUG Rating Ef6cecy VM Lumw Output BLC BUG Rating Emcecy (LPW) Lumen Output LCLor RCL BUG Rating ECF-S-32L-365-WW-G2a 32 365 3000 40 5,706 B2-UO-G1 143 3,691 30-UO-01 94 2,449 00-UO-01 ECF-fr32L-830-WW-02-x 32 530 3000 56 7..417 B2-UO-G1 133 5.005 BO-UO-G2 91 3.183 BO-UO-01 ECF-S-32L-700-iffil x 32 700 3000 73 9,567 B2-UO-G2 131 6,409 BO-UO-G2 89 4,106 BO-UO-G1 ECF-S-82-tA-WW-G2mr 32 1050 3000 106 13,467 B3-UO-G2 128 9,024 B1-UO-G2 87 6,793 BO-Ul ECF-S-321L-1.2itsAil 2-x 32 1200 3000 122 14,939 B3-UO-G2 123 10.010 BFU0-G2 84 6426 BO-UO-G2 ECF-S-4BL-900-WW-G2-x a 900 3000 135 17,731 83-UO-02 131 11.00 B1-UO-02 89 7.626 80-1 ECF-S-48L-1A-WW-G2-x 46 1050 3000 159 20,076 B3-UO-G2 127 13,453 M-UO-G2 86 8.636 BO-UO-G2 ECF-S-dBL-1.21-WW-G2-x ECF-S-64L-900-WW-02a 48 64 INN 900 3000 3000 183 08 22.288 23,465 B3-UO-G2 B3-UO-02 122 1 132 14S 1B1-UO-G3 15,723 1 BI-VO-G3 83 90 10,093 BO-UO-G2 ECF-fr84L-IA-WW-G2-x 64 1050 3000 1 206 264371 B4-U 4000K LED Wattage and Lumen Values Ordering Code Total LED. LED Current (null Color Temp. Avenge System Watt Type Lumen BUG Emdacy Output III "M Treat Lumen BUG Emery Output Ratiag (LPWI 7ype4 Wean I BUG EPflcaky, Output Rating MM Types Wmen BUG Emeery Output R-Um "M TWw me Wmen I Emery Output Rating (LPW) EGeS-32L-365-NW-G2a 32 365 4000 40 5.790 B1-UO-G1 145 5.713 Bt-UO-G2 143 5.934 BI-UO-G2 148 6.094 83-UO-Gl 152 5.698 B3-UO-G2 id] ECF-S-32L-530-NWi32-x 32 530 4000 56 7.536 B2-Ui 135 7.426 B1-UO-GI 133 7.713 BI-UO-G2 138 7.922 B3-W-G2 142 7.667 133-UO-02 130 ECF-S-32L-700-Ill a 32 700 4000 73 9720 B2-UO-G2 133 9,509 B2-UO-G2 13G 9,949 B2-UO-G2 136 10 218 34-1 140 9.889 B4-VO-G2 136 ECF-frWL-IA-NW-G2-x 32 1050 4000 106 13.685 83-UO-G2 130 13,388 82-1 127 14.006 B2-UO-G3 133 14,384 84- 01 136 13,923 B4-UO-G2 132 ECF-S-32L-1.21,111 2-x 32 1200 4000 122 15.180 B3-UO-G3 125 14,851 32-U0-G3 122 15,537 B2-UO-G3 128 15,956 34-1 131 15,443 B4-VO-G2 127 ECF-S-4BL-800-NW-G2-x 48 Will 4000 135 181 83-UO-W 133 17625 83-UO-03 130 1440 B3-VO-GS 136 18,937 84-1 140 18,329 85-UO-03 136 ECF-S-48L-U-11111i 48 1050 4000 159 20,401 B3-UO-G3 129 19.958 83-UO-G4 126 20.880 B3-UO-G4 132 21.444 35-1.0-0 135 20766 85-UO-G3 131 ECF-S-4BL-1.2A-NW-G2-x d8 1200 /000 1g3 22.6d] B3-UO-G3 124 22.156 B3-UO-Gd 121 29.179 B3-UO-Gd 127 23.806 B5-UO-G3 130 23.040 B5-UO-G3 126 ECF-S-fi4L-9U0-NW-G2a fi4 Ed 4000 178 23844 B3-UO-G3 134 23,3Z7 B3-00-G4 1381 24.4os B3-UO-G4 137 25.063 BS-00-G3 141 24,258 B5-UO-G4 136 ECF-frML-IA-WPSQ x 64 1050 4000 206 26,863 83-UD-G3 130 26100 M3 UO-Gd 128 2J.695 133-Ul 134 27.526 BS-W-G3 134 27.330 B5-UO-G4 133 ordering Coss, Total LEDs LED Current peq Color Tom,. Average "in Waste Union OApm Trpe AFR OW g .g Emery WIN] Lumen Output BLC BUG Rocks EMcwy (LPW) LCLor RCL Lumen BUG Output Rating Efficacy (Li 67 62 61 60 58 62 59 62 ECF9-32L-365-NW-G2-x 32 365 4000 40 6,006 82-UO-Gl 150 3,991 BO-UO-01 101 2.633 BO-UO-GI ECF-fr92tr690-XW-02a 32 630 4000 56 7.807 82-UO-01 140 5,412 BO-UO-M 99 3,423 W-UO-01 ECF-s-32L-700-Myli 32 700 4000 73 10070 W2-UO-G2 138 6.930 80-UO-G2 96 4,415 BO-UO-G1 EOF-S-32L-14-Whi 32 1050 4000 106 14176 83-UO-G2 134 9756 81-UO-G2 94 6.229 BO-UO-G2 ECF-S-32L-1.20-111i 32 1200 4000 122 15,725 B3-UO-G2 129 10.822 Bi-UO-G2 90 6,910 BO-UO-G2 ECF-SJBL-WOg-NW-G2-x 48 900 4000 135 18664. BS-VO-G2 138 12,843 81-UO-02 9 U0l ECF-S-48L-IA-11111 a 48 1050 4000 169 21.133 B3-UO-G21 133 14,544 Bt-UO-G3 93 9,06 BO-UO-G2 ECF-S-4BL-1.2A-NW-G2-x ECF-S-64L-900-NW-G2-x 48 64 IND 900 4000 4000 103 178 23.461 24,700 B3-UO-G2 B3-UO-G2 128 139 16,145 16,998 BI-VO-G3 W-UO-G3 90 97 10.853 BO-Ip-G2 ECF-fr4L-IA-NW-G2-x 64 1050 4000 206 27.828 B4-UO-G3 135 19.150 Si 94 ECF EeoForm-eree_snall 01/22 Pane4ot9 (n Z O_ (n w 01 O ) N LM Ih N U Q Z 1 O (In p Z Q O U N O U_ IX1 O cc 0 ho Q I Z O A 0 O I� O Z Nr9 Q Z I c r O U)coo J O N � W Y W 0 O J Z 3 d 3:- Y J Cull N 00 N J J ■ O O r` z } Ld 11 N � w w rl� _ N O Y Y Y LLI OLLJ ON Ln ~ (n m m 6 Q LC) Q > Q C:) �W m W W Z Z Q Y w 1 0 Q N Ul O O U J Q W 0 0 Z_ �2 V J 'Nr . a� Z W Z J Um Z 11� W W LLJ i 0. E 0 T`_ O SHEET NUMBER CL-102 Z O U W J Q W m J Q C 0 U 0 N Q G 0 0 a 0 0 L 3 0 L �i 0 0 G 0 N a C c 0 E T Y T a c 0 0 a 0 0 0 C 0 O 0 N O 3 D � 0 Z c Q m J 1 Z 0 z s J 3 Z C B E o 1 O Yy v c c o � v c o o c i o Q J a 0 o a J E v '- Oa c E ° U `O n Q v v I v U � c 0 N O 0 E c o O 0 U o 3 I � u � L J 3 c `o 0 U .. J m c � N � c L o 7 0 � a � o �G U > J N I � J L_ Y 0 0 Y T c 0 E 0 D C N n u, V � V y V 0 E � 2 � c C z Q 0 1 c Z z r Z v J � Z N m 0 a o O � 0 ° y c 0 � Y n a v o � v n � � 5 � 3 n " v 0 0 J- UJ �v E n � 0 p o U � 0 0 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" 10 188.6 2Trees, 42Shrubs 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 1 Tree for every 10 parking spaces 5% of parking paved area. 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' Hawthorns 1.5" Cal 184 SF 736 SF 10 Existing To Remain Varies 424 SF 4,240 SF Total: 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 111-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: 0 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; 0 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: 0 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: 0 Such devices shall not adversely affect trees to be saved. 6. Fires: 0 Fires are not pemtitted within 100 feet of the dripHne of trees to be saved. 7. Toxic Materials: 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing: 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 0 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 faraway from the hunks 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 RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. PREVAILING WIND 1 DECIDUOUS TREE PLANTING NOT TO SCALE :ADER JRSERY STAKE 31VE RUBBER TIES WO INCH TREE STAKES. %WAY FROM EDGE OF THE STAKE LOCATION SHALL NOT WITH PERMANENT BRANCHES ALL BE PAINTED BLACK PRIOR ATI ON. IULCHING, LIGHTLY TAMP SOIL iE ROOT BALL IN 6" LIFTS TO E. DO NOT OVER -COMPACT. PLANTING HOLE HAS BEEN SOIL. TURN THE SOIL TO )IMPACTION TO THE AREA AND WN. = MULCH. TOP OF ROOT BALL SHALL NOT 3HED GRADE. TING SOIL. RIFY SIDES OF PLANTING PIT OF ROOT BALL SHALL BE FLUSH WITH SHED GRADE. TOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. Z w w r- J Of w U) QQ LV 0 4 PVC ss co to >l a U.S. ROUTE 250 II RICHMOND RD. 22.1' ii (VARIABLE R/W) I I 188.6' V d. IPS L IC IS IS 7 7 4 - LS 11C EXISTING CAR WASH TUNNEL TO REMAIN _ E (FACADE IMPROVEMENTS PROPOSED)10 0 F AK °> > uA UA J-_ UGE "E o G J L �❑ LAND CAPE / U IRS r ER TOO R AK \ I C MULCH IN (TYP) - 7 7 I IS E) 6 EA 3 Gc�r x TREE TO REMAIN—Ctyp) X PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER CV 4 Crataegus viridis'Winter King' Winter King Hawthorn 1.5" Cal. B&B LS 2 Liquidambar styracifl ua '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. VIM 7 Viburnum dentatum 'Blue Muffin' Blue Muffin Arrowwood Viburnum 24" HT MIN. CONT. 6" CEDAR X C A i GRAPHIC SCALE IN FEET 0 10 20 40 Cn Z _o Li W 01 o ro N rM N U Q Z % O tri o Ld Z o O U CO O Of 00 cc 00 Z o rn of O r O Z N co = Q Z ~ O } of7 c J O N � = cl� W Y L0 0 § - � a Y Q J N 0 OO � O 0 r` kw,,j LTH 6^ 4 � E IZA GRACE MACHEK LiG. No. 001682 08/05/2022` Z M :2 EL N 3: 0 0 Ell O W W 0� LLJ N O CN (Ji 0 � \ � m r D- Q Ln 0 O Q 0 > m m W a� \ z z Y CD W ¢ w Y CDN a N 0 0 U Z J CD Z_ I— Z I..L 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE Q ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. CD 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE IY 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. w U op Z w w i z FLU L.L U O O w 0 J 0LLI < m Q SHEET NUMBER CP-101