Loading...
HomeMy WebLinkAboutSDP202200044 Plan - Approved Minor Amendment 2022-10-13w f— <L 0 cy PROJECT CONTACT LIST w s APPLICANT/DEVELOPER cn _. W1 - GREEN CLEAN AUTO WASH, LLC ° 5215 COLLEY AVENUE, SUITE 109 NORFOLK VA 23508 O J CONTACT: CRAIG VAN BREMEN EMAIL: CRAIG@GCAWEXPRESS.COM TEL: (757) 460-8360 C OWNER O t THE CLEAN MACHINE, INC. 101 RIVERBEND DRIVE u � CHARLOTESVILLE, VA 22911 CIVIL ENGINEER E `�Kim I ey))) Olin or n __ KIMLEY—HORN AND ASSOCIATES, INC. E - 1700 WILLOW LAWN DRIVE, SUITE 200 -- RICHMOND, VA 23230 a TFI - (804) 673-3882 CONTACT: RYAN PERKINS, P.E. 0 - EMAIL: RYAN.PERKINS@KIMLEY- HORN. COM 0 0 ARCHITECT U - -_, u SBA STUDIOS, LLC ' 1565 DALE FORD ROAD DELAWARE, OH 43015 TEL: (440) 476-8539 �r CONTACT: KEVIN CIESZYKOWSKI EMAIL: KEVINC©SBA—STUDIOS.COM SURVEYOR HURT & PROFFITT 2524 LANGHORNE ROAD E - LYNCHBURG, VA 24501 TEL: 434- 522- 7680 `t CONTACT: ADAM BRYANT .r� EMAIL: ABRYANT@HANDP.COM 0 .n = O .- u �L z- J O 0_ .1- q) n ti MISS UTILITY OF VIRGINIA n ,1 9 m 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. ALBEMARLE, VIRGINIA SCOTTSVILLE MAGISTERIAL DISTRICT SDP202200044 VICINITY MAP SHEET INDEX SITE CO VICINITY MAP TITLE EXCEPTIONS m TO RICHMOND 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 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 09/20/2022 STM 3RD MINOR SITE 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 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 SURVEY ARE 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: 1 SPACE Tnn rr� rn-rn AM PEAK HOUR TRIP (ENTER/EXIT) N/A PM PEAK HOUR TRIP (ENTER/EXIT) 29/28 VEHICLE TRIPS PER WEEKDAY 59 Submittal Type Reviewed and Approved by the Cornmunit Development Department Date o r 3 1 ZU 12. File#2?L6cQ4-1' Signature APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PL AN N.ER/ZONINGL- ENGINEER INSPECTIONS ARB DEPARTIVIENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTAT.I.ON HEALTH DEPARTMENT V) z 0 w 0 z O r� CNI r7 c\, �Q �; �o w z O <L O = c\l 0 U 00 0 co V CC) O <t I z O r- 0 C.) O r- 0 N0 F 00_j 0 U) s I w s 0 's 0 's LLJ w _j sQ C\ cl s O 0 �1 J ■ �.■� 0 0 TFi 0� �r VO RYA�//R. PERKINS LIC. No. 046565 ?nl K4S�t �NAL z > w c � w w w N 0 y y � w� c1\j O O w N 0 � �- u� Q << o o n1 0 >- m M <� 0 w w _z 0 cn- <L V) o o u SHEET NUMBER CA-1 00 Q z z D 0 W w M CONSTRUCTION STANDARDS DEMOLITION f LAND DISTURBANCE NOTES DRAINAGE f STORMWATER NOTES m 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 w DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON < AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE AVAILABLE FOR REVIEW. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN FOLLOWING REFERENCE DOCUMENTS: SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, 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 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 WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 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 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 F. VIRGINIA WORK AREA PROTECTION MANUAL. UTILITIES. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN cn DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS z 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 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. REQUIREMENTS. SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS ANDLLJ 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 ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, CONSTRUCTION NOTES REQUIREMENTS. STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH 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 CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH 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 CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE NECESSARY. THE 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 AFFECTED PARTIES. ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, 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 SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE DURING CONSTRUCTION. 2. NEITHER KIMLEY-HORN &ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 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 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, 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 IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES INC. AT (804) SETTLEMENT OR COLLAPSE OF EXISTING STRUCTURES AND ANY OTHER IMPROVEMENTS THAT ARE o 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. � _ RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE APPROVED BY APPLICABLE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. AUTHORITY. , ' THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN �, TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY PLACE. z LOCAL REGULATIONS AND CODES. DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. , 6. MAINTAIN A MINIMUM OF 18 OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL U' o LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. UTILITIES (UNLESS OTHERWISE NOTED). t 0 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN s 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 - c o 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. ccn o' � �? UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF THE UNIFORM STATEWIDE BUILDING CODE. z REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. o �� o' 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 0 o _0 LOCAL REGULATIONS. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING SIGNS AND MARKINGS. Q w 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, AND BE INSTALLED ACCORDINGLY. i- `r %- w STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE � D co J 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 0 RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE w s z ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING 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 of z OF VIRGINIA @ 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. IN IN THE AIR IN RETURN IT TO EXISTING CONDITIONS OR BETTER. INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION J G o ,�, ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, CONDUITS. c CL j 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 `L 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE J 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 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 i = BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. `�' J 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH O s CONTRACTOR. A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. ■ FIRE RESCUE 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY o (D= 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 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 `" 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 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 n -- CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PREVENTION CODE. ALL APPLICABLE STANDARDS. 0 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, PROVIDE A SAFE WORK SITE. p.LT$ Q 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 14. ALL WATER SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE �� o 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) MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). �0 l�G� u SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE THE ALBEMARLE COUNTY BUILDING SPE S D (ACBID) DOS VISUAL N 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY CODES. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE H A MAR NTYINSPECTIONS DEPARTMENT (A BI ) E A I ,�► x 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 INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND RYAI�R. PERKINS L TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER CONTRACTOR IS RESPONSIBLE TO U MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE / LIC. No.046565 BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 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 �►d ,E - 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 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE Ju PROJECT SITE AND DISPOSE OF SAME A LEGAL MANNER. 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 STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING ANAL DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. 0 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE 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 C REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. f-- �i o a COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. TRAFFIC CONTROL NOTES w �� O = 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND D O w Cal V) DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT r < � m i 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED R 0 < ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE ° o �] o m o o = FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT STANDARDS. Q s- \ w 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 :E � CD STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY u o o v 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 OF ADJACENT ROADWAYS. u = TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO ll CODE. -HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM CONSTRUCTION AND NOTIFY KIMLEY THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC8. 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 MARSHALS �r 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OFFICE. ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM REQUIRED SHOP DRAWING SUBMITTALS: ui DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND BUILDING INSPECTION NOTES: 1. IF REQUIRED FOR THE PROJECT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THE > ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. FOLLOWING SHOP DRAWINGS: DETENTION SYSTEM, RETAINING WALLS, STORMWATER QUALITY 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE DEVICES. O u 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. i 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 EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE 2ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER THEIR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. . CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY SIDEWALKS. ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. L AMERICAN DISABILITIES ACT NOTES 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 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 Li�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. W 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER 2. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK CONFORM TO ADA STANDARDS AND SHALL HAVE A DETECTABLE WARNING SURFACE THAT IS DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. ui ' ri PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER - AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH 3. ALL ACCESSIBLE ROUTES, GENERAL SITE AND BUILDING ELEMENTS, RAMPS, CURB RAMPS, (D v 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. U 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE 4. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THAT HAVE 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), <L VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF i z HOUSING AND URBAN DEVELOPMENT. c 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 5. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE Q PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG z 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS B SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO Q BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND ACCESSIBLECASE SHALL AN CASE SHALL S D WA KCR SS SLSLOPE EXCEED OPEEEXCEED2 0 PER ENT. VERTICAL 1HORIZONTAL. N NO CASE SHALL LONGITUDINAL J 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 z SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. UJ J - 6. CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM U BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THAT ADA SLOPE REQUIREMENTS ARE -, PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE zfy s SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA ui SLOPE COMPLIANCE ISSUES. W >_ n ti ui n - O c ti LLJ J (D G W Cfl U -- Q G _ -n SHEET NUMBER q CA-1 01 `o�ll��tL, Lli LEGEND I ft--;"pC; 0 Ot3 V cn OP \ I - w V.S. ROUTE 250 EXISTING BYPASS M , RICH!ifjvOIS1U--FRU.---"" x~ LANE TO REMAIN C � It fVAF`tIABLE RI'A � NORTHING: 3899927.72 LANE dw� � ) EASTING: 11495928.95 j +369,0' F _ _ __ -_-� _ \ -_ __ _ ^"�,,��^�;,,,".. ,-.�.r r-.»,. '. ', ,.,.w.;�. ,•• ` _'___ -._ E.a v._....F` tw .•.Mi,; „T........_...... "_.:t '� _......+*."°.._;a...:..-�..._:....._.__...�.r __w ,_..._. _ •.�,.'r€a + _ f,_. 'C_ l� ..� E _.._G..�..._....+ . . T`Aa'a.ia 3.....1._..3.2 D 7_a..._3,':J.-G.S� _ _ .� .//'" "rb-�'�,_ -�•--..:z "c, ya _ •, M,,r:......;."..;',i;'.=e�[ -_. M,r.�........._.._..�. u.* ."...a .• .\. ir. .., n_`.. .z«.2.ra a i"�;o�u.,..a«,3;:zsc.:rm.,s ,«:...,::�.a`. «, *„ ea e�,.v i. sa = ,��<.za s •i"x^ . C5t, / y V;^�pU'` .0@`s�!�oaA Cv .._"__•___....._. _....•_,r�.c Ms�Mg« � °�......_...--C._•___..__�.... _.__...,"lps,\ ._..._....._._ ______... _..-'-�.�-fir__-___- 15 =371 C:;ONC . iJ!fAl.,i._� a "�.. BW=1372.2A.' z r \AL ` BUJ-3c79.1s' ' ' r \ - t _� r. ,!. -t-367.0' t, A, x ,/ al.atl X (1 { i1V-^ �7 �.J2 i , , ? (TYP) t B =371,99' ,O° --'�, 70 7 -r-370 I�4�...,V- F �. .>>l. ,tl :. >.. ..�..,.xi:In+0<..V,, f J iE faakL.,X NORTHING: 3899888.29 30.7' . EASTING: 11495893.32 _W'l V.J' «k...,x;a:1s: fl _✓y_a`iq '.-' _f_s ._. ..�.v. ' _a_.�",. '.;a--`Sq..• ,._h.' -i 37I.2' \'�;' !} ' 3 }1 ' f EXISTING GAS SERVICE �I'iim c_ '« . �• . E.� EXISTING GUARDRAIL TO BE '.:�;, �_>`� Y;►.t> REMOVED 0' • �P. ,fly '� � '� `'r� , •� .., .r , , �� I _ EXISTING CURB AND GUTTER 2-STORY BLOCK OFFIC S TO BE REMOVED 6) t� � E a t� tff �E', 0. 3 �> / i-s'l`ORY DRIVE-THRU 0 3Ys t: ` \ ` rJ e s r" I _ � - - CA JAS f 4 EXISTING SHRUBS TO BE y � - aI E 0 3 0 3" REMOVED TO ACCOMMODATE cr4 NORTHING: 3899888.39 € y� °;'�_w£ EXISTING TREE AND a RADIUS ADJUSTMENT I I E ` c o , ra LANDSCAPE WALL c, r °, L A EASTING: 11495886.82 l._/A TO BE REMOVED _ t fi f �3 (( E _.. f (3iT d j g ►; r , I � lµ:�� RANS T WER -�,,�rQp�j a STORM SYSTEM TO �VV/ CELLULAR -3Ca;,2 ` EXISTING SANITARY' d 3LOCK'' *� 1.0 ./.l_\IA,a a 1f �" ' `�i v, 1,.11 iF BE REMOVED `A� I �.,,EC-UIP,l%lEN"l` of a SEWER SERVICE �'' t, LAI)E)SCAP " �d..�..__.. t tP �f, ((jjj€ ���� \` �` ~\'�v :`...,.. I'S �3, d � ,f� ..1i,4� \ q ' 1 d ( %` � I �I � � ,.W,,, ._...-u.-••,+.---,^-""`�"'.,€ '� �O \'4": P,VC EXISTING CANOPY AND PAY uj INV OUT=369. _a ` STATIONS TO BE REMOVED ct j } ,, 'oJ I 1 s . ' } E 24.7' t, grit _.._. _........ la E 11 LAIN ii "iP E rn Lu T01 BE REMOVED � IIAVI�31-tf� v i I�f 4 \� ► C FA RICy P VER it <. w� ANO {O I I' ; 'i:sf Y v �w PAY STATIONS q' p! EXISTING ASPHALT UO _+� 1 TO BE REMOVED~ C r m (a'?'o �<i \ n= $, 13 of M ✓J i LL Ot I w w , Q W I_369.6' EXISTING CURB AND GUTTERg�, i �1 a s TO BE REMOVED �� i �, ,�. I EXISTING BUILDING AND COVERED I WALKWAY TO BE DEMOLISHED50 III EXISTING RIGHT -IN /RIGHT -OUT 44 0.7' 0.7' s ENTRANCE TO REMAIN ,'�_ i i _ EXISTING SHRUBS TO BE EXISTING CANOPY AND REMOVED f ' 4,1 CONTRACTOR IS TO FIELD VACUUMS TO BE REMOVED., 26.0' € I # I EXISTING RIGHT IN ONLY ENTRANCE TO REMAIN NORTHING: 3899932.56 - EASTING: 11496117.62 a IPF I-W=379t.52�;3} t w✓ 'I8' BRICK VVA_.L t 'l fycr EXISTING PARKING SPACE TO REMAIN jj Xr UL Q) tt i y. �y,. t � �� �`w✓ E hh� BAPI_ 0 f � I f f x $i ilz I EXISTING PARKING SPACES TO REMAIN E REAR OF 'l2'* BLOCK xz WALL ON OR ALONG PROPERTY LliI IE VERIFY LOCATION AND DEPTH � ,`� co ` '�� �� ♦t _�___ � l' � 0qG ` PROPOSED INLET PROTECTION OF EXISTING SANITARY SEWERS VIRGINIA STD 3.07 Y µ. "w I k3s V� £ �. i :. � ,...p..... J x,, F M"we ....i. -.. 1 , n �:L�. ,,,..,•ua .. ,.r�b�.. S I� 19"�"L I k V xia �c.-„?' M i�^STrs"`""3 , rx` , t ♦ "'? : 5 a�', C ♦ ; x z � �o � .n 3 kR> � 6 � � '♦'£x i � � : ,� F, ` �� ¢ ` , ,: •^x-T^" g: APPROXIMATE LOCATION OF 4{, P w_ " i£ x I-• m s� 2 4",QVC 'r r..?'..•.1 \ ;r„'r"�^•p\ 5 k o- .,�+ x f 'a . t fyy ra E�,. .? }+, f a i� .I��'Y p"I(-' EXISTING 6 WATERLINE EXTENSION }/,4^t`. �• ;�� �\\ � � r � F �?,. Y �..,d Y M.y, ,..a Z p ? ♦1 �� �, 5 $ a 3IC 11"1AR ! ',f r^ AF ',k z , ♦ x INV OUT 368 p„ I _: i ` P�€y,`"..j}\ fie' A i= �# `"'`••'. ..x, i s 3 ♦ \�. i a} ! i FILIvI1,as1 x �` t �t p ! ga:«° r �. s si.,"w-'%.,'-.,,.,�-•w._..O X "�f ;;�.7 ;h...a i'{\{} "'•, w. ,f,.�,s- it r� �, , Yaz s �t+a..4„ '" ,,, ° r>v.;-, i x f �♦..`: 4 s ; _ �'c .,.„„.__._....... ;�' ..........--..,..-._in ,F"� 4 � 2 ..... ..._._..... ELE V =365.86' fs�r;�,\ - "Leh, a�• '____, :.... _ r`.^,.`,° "' .Y ....«.'_.`.,. x '�` ..,.. t I3At�l _ CONTRACTOR IS TO FIELD VERIFY LOCATION AND LAYOUT OF _: ":...r"\ WATER SERVICE. CONTRACTOR TO REPLACE 6" BEND WITH N,69 � j t1b" T 6"X4" TAPPING SLEEVE AND RESET EXISTING HYDRANT (SEE SHEET CS-101 FOR FURTHER DETAIL) 111.,..,E10,8E -"" .._l ,fj � � _ � ; \ 7 VA taOU�" 51� .:� B I~'EP�.i � -l"F�'F 5---"" 4:3W=;366,3 1' o µ 1 CONTRACTOR IS TO FIELD VERIFY LOCATION AND OF EXISTING WATER LINE. EXISTING WATER LINE TO BE 2-STORY 'BRICK REUSED IF POSSIBLE (SEE SHEET CS-101) OFFICE BUILDING APPROXIMATE LOCATION OF I I KE`l/ftif L. SdU1%ff-f EXISTING 8 WATERLINEDB I I ;, ly,f, I NORTHING: 3899754.43 01 `7 EASTING: 11495884.68 1— 1 ! USF. Cr'. Nf")r"J OFFIC E 11 SANITARY, ELECTRIC AND STORM SERVICE IS TO BE TERMINATED AND REMOVED AS NECESSARY. EXISTING WATER SERVICE TO DETAILING GARAGE TO BE ABANDONED 100' VEPCO NORTHING: 3899750.76 EASTING: 11496114.61 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 DECIDUOUS TREE SHRUB • BOLLARD HANDICAP PARKING/RAMP BENCHMARK co CLEANOUT OE ELECTRIC METER AC HVAC UNIT FE—VI ELECTRIC VAULT CV CABLE VAULT 1p TELEPHONE PEDESTAL SIGN FIRE HYDRANT wv pQ WATER VALVE © WATER METER ® GRATE INLET OD DRAINAGE MANHOLE OS SANITARY MANHOLE t LIGHT POLE _� 1 �J,�i'06� ' r3, aft' ......... GRAPHIC SCALE IN FEET 0 10 20 40 Z O w ry ImI o f� f `l 0< z vi o w mr <O O T N, G O U 00 O 00 Ln U <L I z O r,-) cr� O O fL] % >0111111111111 :E . . O cn z I � w s r LdGO s � G > .J N C\,s 00 c\, O o 0 sp,LTH 0� Irf. U RYAPERKINS LIC. No. 046565 �4 v AL G N 5 w w tz L-LjU Cal O w O d Gl < O Q m > m �} 0 nl Ld O <C \ L', G OQ (n Q Ld U Ld C L cn 0 o U 0 75; 0 V C'6 z U) t_ Z Q Z W 00. Wt_ 0 0 U z z C) 0 W Z W U op Z W W W > O u r w __j ct� W <L SHEET NUMBER cv- 10 1 SITE PLAN NOTES SITE PLAN LEGEND m I� EXISTING BYPASS LANE TO REMAIN fm ( 10' FRONT BUILDING SETBACK 3 i i .. ,...�.y......_.....-rr----"_' ' y i; �`... ..r .v--^-'••....sy y-.,.._. nb ' ��_ > >Y. `'3 -3 - _ 3 .,,,_.,......-- . _. �,_,.�x 'a 3 �•. k � :,'a � c 3if a �': ; n �� � ; n ...,..s ,x,s : E �... i.,,...,,-._, c `. r r ...-'...-•=... .n .......... 'L... , .,,z u5.&k�wok� .e<G. '�fi.�iF,:•':. 6 �' &.u:5,�,xa.6 ...SiSa F.<w �-�'••' .....�_.... � ✓.. ,..<.,.c,siL3:�Z"fsws�F�ta:� .0-�.........-._---- .• �.y�.-,.......�..--...._,..._-.--..._.«..-._-. I��.�. .�...--- I W 1121- DISTURBANCE= F u L, I I 1 13.0' > Q I 0.22 ACRES I, ,`, s 1 ` 1 , , t, ►j t , r, r `y , ` + r 1 M f R22.5' _ J e' yr' + d' •� \` n_. T J ,A! ,1 +,} ,,, ,y 1 1� 1 ,1, t ' 1''; • f,"�,, ,' , 1� 1 • r r .�', ......_____ - r �'S LIGHT (TYP.) _€ ;z CONCRETE WHEEL STOP I w+ (TYP.) Y _U f. z VACUUM BOOM ARM BASE 1 IN GRAY (RAL 9006) (TYP.) _ (DESIGN BY OTHERS) w o = 24" WHITE SOLID STOP BAR I (TYP.) V) = 1 q EXISTING RIGHT -IN /RIGHT -OUT N ENTRANCE TO REMAIN r - U �_ r 2 A I" -I�L1€ 61W E Ir 1 E I, -,- \ F..� N I1_ f U APPROXIMATE LOCATION OF f E EXISTING 6" WATERLINE EXTENSION j W 1 € I f o I 00 CONTRACTOR IS TO FIELD VERIFY LOCATION AND LAYOUT OF c: WATER SERVICE. CONTRACTOR TO REPLACE 6" BEND WITH 1 6"X4" TAPPING SLEEVE AND RESET EXISTING HYDRANT u I € I o - APPROXIMATE LOCATION OF I o _ EXISTING 8" WATERLINE j w a x -a y . •�f.1IPFj :I I 7 �� � i I � i { � � r � ��r•' I ' t W W L. A ��/ U)01f [ I[ LIMIT OF s a V, 39 - EXISTING GAS' SERVICE Y (j t EXISTING CAR WASH TUNNEL TO REMAIN1�,x�l� I (FACADE IMPROVEMENTS PROPOSED) 'a 1 i L/A I FLUSH CURB `` < a I PAINT/STRIPING o1 EXISTING SANITARY / / // `�I / / / // / / /, P 4" , ADA SIGN AND BOLLARD 3 NEW PAY STATIONZ) / / SEWER SERVICE /` / / / / / I / - i / %/ / // // '�I'`' GRAY AL 0 I Y (R 0 6 ADA PARKING SYMBOL'Id TO SHEET CS-501 / REFER � FOR DETAILS ON CONCRETE/ P'� PARKING SPACES (TYP.)I€!..:>_..<.:w; 5.0' ��' 1€ DIRECTIONAL ARROW (TYP.) , 1 ' y p I / / / I.. _ .._ 11.9' 13.5 1 3.5� .� f .. �. ,,�. •- �•-._..N,.. _..,_ I r1` VACUUM EQUIPMENT PAD ;= 6" THICK, 4000 PSI CONCRETE R-1 STOP SIGN & / / / /✓; I - 'r-- -' R5-1 "DO NOT ENTER" SIGN __ _,_„' CONTRACTOR TO MATCH � ''' \ � '" " --• - _ R5-1 "DO NOT ENTER" SIGN PROPOSE CURB AND GUTTER TO CURB AND GUTTER EXISTING CURB AND GUTTER. r: S 77, w w - -- _ VDOT STD CG.6 (TYP.) _ .-- „� ..._.,... ,w ._ -_ .................. _ do-,_ -. F ............ _....�..... ...:..« � r,...............,._..-:,-�,........_.......-...,....., r` --� P 7— F x CONTRACTOR IS TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER X s f LINE. EXISTING WATER LINE TO BE REUSED IF POSSIBLE, OTHERWISE J1 ABANDON AND REPLACE WITH 2" COPPER DOMESTIC LATERAL " 90' BEND EXISTING 1.5" WATER METER TO BE REPLACED WITH A 2" 4" GATE VALVE WATER METER PER TD-12 (SEE THIS SHEET). EXISTING METER 4" PLUG THREADED FOR 2" COMPRESSION TO BE ABANDONED AND REPLACED WITH A METER VAULT ( COMPRESSION FITTING PER TD-16 (SEE THIS SHEET) --.---.------..-........._ I 6"X4" TAPPING SLEEVE AND VALVE � 6" GATE VALVE RESET EXISTING HYDRANT 100' VEPCO U U = c ti a� - L 4 a • •d a- - d • • d Q vp d Ii �r a d. i - d 4 VARIES VALVE BOX _ a -_� (� .�• �, 44" MIN. TO METER BOX (SEE FIG. W-6A THRU W---7E). _ 17.5" 6 MIN. q 6" MIN, co O ♦. Q '{ f -_ MCO 4 .d. 4A -A ..dQ. q... .. „ - .Q '4i`Q � t'1 \\---�---2" COPPER ro , VARIES 60' �I M.J. FITTING �I WATER MAIN 0CNI 36" 4" DIP 4PLUG THREADED FOR 2, COMPRESSION FITTING O 4 ° a ° RESTRAINED JOINT FITTINGS 'd. N O O n O - 1 S MIN. o a �..�----17.5"----"'.-'{ 4 NOTES. v L 4 a 37" MIN. • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. IL • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE, 9" • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. 12" MIN. WINGNVT LOCKING ASSEMBLY t* , . • REFER TO FIG, W-5 FOR THRUST' BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. o • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS a _ PROTECTION FOR BOLTS, J BYPASS USE 2500 P.S,I. CONCRETE, NOTES: N 1, PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE Bt N 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED c WATER PROOFING COMPOUND. LARGE METER SERVICE LINE .l ° NTS TYPICAL METER VAULT (2" METER) FIG, W-6C NTS TD-12 m = FIG. W-7C _C °' r, TD-16 o IF € _D U.S. ROUT 250 8...-. a r'�i,.3 EA,„�Q up� !p R � C_ ,H.M-O N D R. EXISTING MONUMENT SIGN TO REMAIN (VARIABLE R/W) EXISTING RIGHT IN xs ONLY ENTRANCE - _ _ ..._....._ _ a - TO REMAIN IPF I Ir GRAPHIC SCALE IN FEET 0 10 20 40 EXISTING PARKING TO REMAIN AND BE UTILIZED BY EMPLOYEES I Ilv ^may M I ;a, EXISTING PARKING TO REMAIN 1AND[ BE UTILIZED BY EMPLOYEES Ix"I I i �0 ` 0 r I; i EXTERIOR WALL 2" SM-12.5A SURFACE COURSE A tl 'd ' a' ' A' d' ' a 9' d' ', e -II III I I III III III III II�- 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE 1 2 3 Ol 6" NON -REINFORCED CONCRETE PAVEMENT O2 8" CRUSHED AGGREGATE BASE O 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 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. " s . . . . . . . . . . . . . . . . . .... V V/ 11.-V ■■ v V — •— — — - - — — - -- - CONCRETE PAVEMENT CONCRETE SIDEWALK LIGHT DUTY ASPHALT PAVEMENT CURB & GUTTER No-r -r0 SCALE *DETAIL PROVIDED BY GREEN CLEA NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN w Q 0 un z 0 w O z o r0 r0 c\I U Q Z > 6 LLJ z F-- 0 <L C � _ O U W O m 00 U 0 I f O r� tz 0 0 F-- o Lr`iQ0s I-- - O LLJ :D J 0 v) _w ILLJ 0 o Ls s J C\I c, 0 0 c\I - O O ALTH ply, � U RYA I jR. PERKINS ZIP. LIC. No. 046565 ssloNAL C LiJ w �l � 0 LLJs D 0 Lj nl t� 0 � F- G7 m r Q O R m � C,\I o m o _ Ld 3:i 0 < U) <t LLJ U) o o U z 0 cl:�z 1..1.- 0 QO w Z JJJ I LLJ U M Z Et. W W W =- 01.0 U U r� _j Q c) r� < m SHEET NUMBER cs-1 01 ADA PARKING SIGNAGE (PER DETAIL) 3" GALVANIZED SQUARE TUBE USE 4" SCH. 40 STEEL PIPE FILLED WITH CONCRETE WITH TOP ROUNDED. PAINT TRAFFIC YELLOW IF SIGN IS WITHIN PAVED AREA OR SIDEWALK 0 SLOPE TOP OF CONCRETE GROUND / PAVING SURFACE Io q .. 4000 PSI CONCRETE Q tu 1.5' M ADA PARKING SIGN POST TYPICAL AT ALL 18"x12" R7-8 SIGN ACCESSIBLE SPACES GREEN LEGEND ON WHITE BACKGROUND; WHITE SYMBOL RESERVm ON BLUE ON WHITE PARKING BACKGROUND ADA SIGN POST (PER DETAIL) L4*mmoo. - J. 12"x6" R7-8P SIGN TYPICAL AT ALL VAN GREEN LEGEND ON ACCESSIBLE SPACES WHITE BACKGROUND VAN ACCESSIBLE 12"x9" PENALTY SIGN (AS REQUIRED BY STATE OR LOCAL CODE) NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. ADA PARKING SIGNAGE R=4" 2 COATS OF 4" WIDE BLUE TRAFFIC —\ PAINT (TYP.) R=14" ADA PARKING SYMBOL G 0 �yP SQ PG�� 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE SIDEWALK SECTION S SFF oF�q<z' z'j"v Fo BROOM F 3000 PSI STRENGTH 4PACTED VDOT TYPE I STONE BASE ""'"'r rl "v NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS APPLY 1/2" THICK PRE -FORMED PLAN SECTION EXPANSION JOINT FILTER CONCRETE SIDEWALK CENTERLINE OF DRIVEWAY 5' 5' SIGN PER PLAN (ALUMINUM, 0.08 THICK, 5/16" BOLT IN 3/8" - I . SHAPE AND SIZE VARIES HOLE (TYP. OF 2) '--TWO COATS WHITE REFLECTIVE TRAFFIC PAINT DIRECTIONAL ARROW PARKING LOT STRIPING z Q 0w 4 ,-, 0 N w U z Q �z ow 3 �- Q 0 3 0 N STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT STOP BAR STRIPING 0 4' ARKING LOT STRIPING TO 2 COATS OF WHITE FLECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN FOR PARKING SPACE LAYOUT AND DIMENSIONS BACK OF CURB 0 TEEL PIPE 32RADE NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA SIGN POST 30" (WHITE LEGEND, RED BACKGROUND) STOP SIGN (Rl-l) 0 MINIMUM LENGTH 6X6 WWM (10 GA.) WELDED WIRE MESH AT PEDESTRIAN PLAZA AREA (REFER TO STANDARD DUTY CONCRETE SECTION DETAIL) PROVIDE Y4" JOINT FILLER AT ASPHALT DRIVE CONNECTION in ELECTRICAL CONDUITS PER MANUFACTURER DETAILS AND ELECTRICAL PLANS " DIA. ANCHOR BOLTS WITH MIN. 4" PROJ. ABOVE FINISHED CONCRETE AND MIN. 14" EMBEDMENT 3-#4 BARS EW. IN 2'X2' GRID CENTERED ON VAC. 8» ANCHOR BOLTS NON -SHRINK GROUT CURB 2" y 3" CLR o' J U d r _� ✓ 4-#6 BARS CONT. 4-#6 BARS CONT... ram_ , .✓ -� ✓% .� #4 BARS ® 48" O.C. FLUSH CONCRETE TO AC D ETAI L 8" MIN. VDOT 21A/B BASE N.T.S. COMPACTED SUBGRADE 30" (WHITE LEGEND, RED BACKGROUND) DO NOT ENTER SIGN (R5-1) 1,000 PSI CONCRETE BITUMINOUS SURFACE NPACTED BASE COURSE 0 M 9" 2.5' FROM BACK CURB OR BLDG u? 2-#3 BARS CURB AND GUTTER COMPACTED BASE COURSE Y2" DIA. STEEL RODS (#4 REBAR) 2.0' MINIMUM LENGTH ELEVATION VIEW SECTION A -A NOTE: 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB CONCRETE WHEEL STOP m w 0 o r� C\l rr) c"l v � z U) o w z �- O UsN� O U 00 tz U 0 , or0 0 � O Qc\, `o = LLJ �t z — 0 w O U) J G T � � r O w :E 's J z J N N s O o C�1 J J S � O 0 r` TH 0� 1'.l RYAR. PERKINS LIC. No. 046565 �0 'gyp 0��2Q/2a22 ONAL N s w w u N O cal O = O w C cn 0 r \ U) > O Q i- CID r� w CAI 0 mLd o <L \ w ,� z s M _j 0 's U O u w � i co 0 0 U U) J Q H W 0 w H �J Q z 0 fn Z U op z W W W > >- rU O n v W � O `> G W Q SHEET NUMBER CS-501 GRADING LEGEND m w I- <L 0 ... - - .„......, q' �A ..._..__.. _._-__ ,£ n An 41 0 i! LIMIT OF ' W C) CIf DISTURBANCE= , .''� I -- 0.22 ACRES\` ( i' t 3{ l U.S. ROUTE li 50 RICHMOND Rp. \ JVARIABLE R/W) .,._..,,...,s,..._.,__...0.-5--_y.._.r..�..-� �.-..._'..3.s---^-�..,�.."...,.-_t..�.- i � :,i-x'"' � � �......=a-._ D _ � � � . ,_� -- .` �'M"__ ,t � .,r �'1 � � � � • t � 5. ...:d,r."...,..� z. ' r, _,;. ...� � ' a fl �.�3 v '`-,� a " ' a � a i fa #s. �. �.`. «. 1 C .G.( d`1. .� z1i _ d k L.......- ts;m;' iw"•�e'sd:�;., S',:n .5',r• g D fit ...,..... rr a:3F;:zm� ...>..^w..• .._._..._......_. -_ __'"___ _.._.... ^tom,.^_.-.....-._.... - x > , i ! ss I EXISTING CAR WASH TUNNEL TO REMAIN�I (FACADE IMPROVEMENTS PROPOSED) 371.20 BC ( I 371.7 LIA. TC 369.85 a € �► __ d-f 370.20� TC BC [ ' J t / t ,•� ��. ri N 1 i a.'. , !u \ 4, _ t FLUSH CURB`' 369.811 `I 370.3 r369.37 BC . H 369.10 I ,�► ✓ \ ME 368.60 # i E A5- f _1 1 367.69 BC 368.19 >; 1 TC 1� '6, 4.68% 369.50 FS ii A € 1 €^tV r, 1_" } r^'r -'i� "-cam,,. yam-\•` - r•3,�x ^`�, M �..._- I `4 t".,>,_ < Eafiy" 1 1%!I IIrI I 'µW� 369.00 368.51 '' ✓ 0 l s r Pli_I I 'X' C�I41 F.F. f,. �- ! :r�- x: y �, _._ ME i l d� 17 % pwxr P :?,F�. I Y��s.} t" �f r" � �•r� ,. � w._ �°"' � '. •t' _`..' -..-.-..... ......_... ._._... - ••....,. � �`�:a.J_............_...."..._ . _..:�^ .........,.,, ......_ '.------•_,_ ..'." L� �"-=„��_�• � :ter �..`,.'S f Ip " 369.67 g370.85 I 369.70 MEI TC CO 00 369.23 N ' ,r ME 370.06 370.14 M TC LEI, € +++ 369 64 369.56 369.951 I ME oil MEIF 369.55 FS -. 370.00 `\ UJ r� ,f rm 366.18 ME"� ` } 68 ° °�369 365.86 i I ,.E ! . ` 9.06 368.76 € 3 ( 369.65 BC I 9! BC FS wLll CONTRACTOR SHALL , 369.26 RAISE EXISTING INLET -- t 369.56 TCTC 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 of z O 10 c1\l FO N U Q Z i (n 0 W Z ~ O Q U = N G O U CO O c 00 U L o � 0 0 0 r-, o I I w CO J 0 (n = w� L-- o 0 w ? :E -�= G i Q J N nl S O O N -i i O 0 o (CUO N PERKINS IC. No. 046565 'gyp OJ�20/2022 AL c\1 ; w w w w Cam! 0 0 m D CD �� � Iw- \ v) } I� T Q 0 0 m m (2 t NLLJ o Q \ u z _ O-) _J 0 u Q W tr S (n 0 0 U z Q J i� z Q C7 O Ld J Q w m <L SHEET NUMBER CG-101 m w 1- GENERAL NOTES o 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. cn 2. MOUNTING HEIGHT OF NEW FIXTURES ON EXISTING POLES IS ASSUMED TO BE 20FT. o w <z 1 } i { U.S. ROUTE 1250 RICHMOND RD. (VARIABLE R/W o PROPERTY BOUND ADJACENT TO RIGHT OF WAY_�.....�.�....�.__..._._..�.........___.-_.__.._.__.__. y<a _�_..._.._._ -._._ _ _ :�_ �f - _.. ov q I.__ _ ........... . O 0 5 0:4_.._ p.._4 _.a .4._ 0.4- Q.,..S. 0;5.._. Q,3_ 0.4 __0: ....�....._.�p_5....�_ Q�.2_ a�i��...p.:0. - �Q O�r� ✓ __0::...1 _ 0 2� 5 o U O me.µ. 00 0. 8 1. 6 2. 5 2 .7 2. 6 2. 1 •1 . 4 1.5 0. 9 0.5 0. 7 1. 0{., 1...1 �•.• 7€ O t� I Q I z 0 2 PROPOSED NEW WALL I._, p 0 o rq � MOUNTED FIXTURESa "".- ) ` i ^ o LLJ cT __ Q, 3 0.3 0. Zi 0.4 0.6 1.2 3.1 7.9 16 . 11 . 7 5.0 2......5_.................. 3......0._.�._ _ 1 5 0.9 1.1 1.4 w 1. 8 1. 7 -+ € I } f 0.0 O V) 5 _ i-� € 0.8 0.8 t 1.1 1.5 1.9 2.4 3.1i3 LLJ c o I_i_ I� [ o 0 LLJ I III z ! # ISTING �.s:�` R '�$ ASH ItJ��NE �0 RE MAIN � ��!f ' € E I , 11 �' � _. � s � z X~' 0.5 - I !' '1.0 1 . 4 1 :__ .� & (FACADE II+�'1PI��.'sVEMENTS PROPOSED � ___.._ � "� 1 . 4 1 . 7 2 . 3 3 . 3 4 . 5 E � '` € � � E s � E :A 0 . 1 cal _ N 5 1 I P� € _ Z r I F B PROPOSED NEW N w I o o O = r'" -� 0 2 1.7 2 1 I _ __. _ _._. _.,._._.. _ __ _ ' 1.6 Fi1XT�JRE (�N7EXIS N 5 5 I I POLE , ;E ; I 0.21 o o O � 0. 1 2. 9 3€ 1 I o r s y N_^ N} f 1.8 2.1 28 E v, L.L t Wm r PROPOSED NEW FIXTURE AND 21 E E � POLE. NEW POLE ,�'' �` {�'" ��._� ,r ��•� >_Y ��. �...; r s i 3 0.21€ 0 .2 4 •�2.3 ,� � �, I ». TO MATCH EXISTING I �;. ` U 0. 4 �---�" T6. 0 4.3 3.0 2.­2 1. 8 1. 6 1 .5 1. 5 1.5 1. 5 2.6 2.1 2.1 0.411 U PROPERTY BOUND iI q, ADJACENT TO RIGHT A + + OF WAY € �0 . 3 6. 0 4. 3 3. 0 2. 2 1. 9 1. 8 1. 8 1. 8 2. 0 9 JE ��°_Z-;1 � 4 2. 2 m C2-33 j } I€ ,wW � E 0 ...5 PROPERTY LINE ADJACENT TO COMMERCIAL PROPERTY `L 1ij�0. 2 4. 4 3.4 2.6 2.1 1. 9 1. 9 2. 0 2. 2 2. 5 3 15s y_ I'� ;II _.� III Il __€i° I =_ POLE RELOCATED TO PROPOSED LOCATION 1 _ h...., I €� .IL 2.9 2.5 2.1 "1.9 1.9I 1.9 2.0 Cj'2.2 2.5 2 2.4 2.3 2.4 2116 II J >- > CL o �` „ 11 0.1{I r CAI m U N N O fY ( i\ w O z 0 CC) 8 1.7 1.7 7 7 1.9 2.1 2.5 w w° 2. 8 2. 5 2. 4 2. 4 2, 6 ~..,,_ .. E 0.2E m 0 m r m U~. PROPOSED NEW I: !; L I FIXTURE ON EXISTING o m o € I r� w I I + + + + \ w z o 0 1. .5 1.7 2.1 2.5 3 2.5 2.4 2.3 2.5 3.0 PO3.LE 5 4 .8 1 �s 2' . I I o o � w,hw , I EI E € Z p.� M~ +1 .2 1.4 1. 7 2. 0 1 9 2.2 2.2 2.2 2.4 2.8 +35 ....6_.. .+€ 1 t € (�� 1 µ 0 0.8 0.9 1.1 17.5 1 5 1.7 1.8 "1.9 2.1 2.3 2.% 3.3 E 0 T0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.5 "1.7 1.8 2.0 � 1 s�� la (, 9€'t EI"�f�``�4 r-I9_I;_f� E;�` ��t°� IW,�-I,�" �. ;--�•-"�" v '"j�" _ # E ((jj �0 . 5 0. 6 0. 7 0. 8 0. 8 0. 8 0. 9 0. 9 1. 0 1. 1 1.2 1. I...."I...r'�>"`V=365.85' 13 .(' �. a..,H ... ,...:�. .Y...._.,_.._....,,...__,.,_.............._...._._._........_.._._.__....._..._..___._._...,._.., ......._ .. ._.....,_....._.,._....., r-�`""�y_...._.....r.._._..__..._____µ,.._..__._____,............._..._..._...•._____..„•.._,_........_........�..---""'•", 0 C i _....€.� �' . _. 1 ..._,_...._.. t � E 0:, -0'� C� `. 0 0. 0 Q 0 0 1 S } s G g.3 0.4 0.4 0.4 0 41 0.4 0. 5 0 Ii j7jj3j ._...._.._._..._._._.._.____.; • 05 05 04 0:'2 01 0.0 0.0 •E � PROPERTY LINE ADJACENT TO COMMERCIAL � z 0 ( PROPERTY° N N O i N o _ Ln U - o - I z - Q C� n z J < Q O - W Z U �- W U oa o W NOTE: W u� EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR NORTH o MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE [100.0 U ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING LLJ RESIDENTIAL DISTRICTS AND AWAY FORM ADJACENT ROADS. THE SPILLOVER (D __j � OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN m RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE GRAPHIC SCALE IN FEET O < HALF FOOTCANDLE. 0 10 20 40 w U U <C m SHEET NUMBER 0 CL-1 01 LUMINAIRE SCHEDULE SYMBOL LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR A 3 SINGLE ECF-S-48L-1 A-WW-G2-4-HIS-BK GARDCO 20'-0" LED 160W 1.0 [� B 2 SINGLE LPW-32-70-WW-G3-2-BK STONCO 9'-0" LED 65W 1.0 C 1 SINGLE ECF-S-48L-1 A-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 Cr _O J - I— W 0 - 0 Z_ I— _ J (V _ O I - J U m _ ill - N U) C - _U U 0 U _ U E Q I t= U U E O U N - I - ZD D U ti J C N (D L I > J - JI = / f U d' S D 17 D (1) .0 O U D _J 7 L J ` D I = 0 o - J - 0 .. y n ll `n v _ ll O 7 J T D ll L Stonco LytePro LED large wall sconce LPW32 features outstanding value in a compact, architectural design. This powerful and precise combination offers outstanding energy savings with excellent photometric performance.—----- LPW32 is ideal for building perimeters and corridors in addition to wall lighting applications requiring strong lateral spacing and forward pattern projection. _._....._____._._.__..___..__.__._."......__............ ._.._.......... Lamps: of Noes -- Ordering guide Example: LPW32 70-NW-G3-3­I20-PCJ3-BZ Prefix Wattage LED Color/Gen Distribution Emergency 'Voltage LPW32 _... LPW32 LytePro 32 70 70V! NW-03 Neutral White 2 Type 2 -- one 120 120V LED Large gp 901f/ 4000K 70 CRI :3 Type 3 EBP Emergency Battery 208 208V Wail Sconce Generation 3 ss 50 50W' .4 Type 4 Pack 240 240V WW-G3 Warm White 277 277V 3000K 70 CRI Generation 3 347 347V 480 480V UNV 120-277V (50/601]z) HVU 347-460V �50/601­lz) WR `� "�` �,, d't"re�x• i' �?$• vi�' �3 ¢sou4 ,3a ta¢N� a a £ La.,.� >�i,V'�`x {I 5>1c)Sv�:+•51�.+45 SY.LNau�43S's +�cw"a�%�J"vs&4.'vp Dimming controls Motion sensing Photocontrol Location .. .. _ Finish i I FAWS Field 1MRI3 Motion sensor PCB Photocontrol BAC" Meets the 1, 1 e e Adjustable #3Lens16 Buttonie requirements of gK Black Wattage the Buy American : WH white Selector Act of 1933 (BAA) BZ Bronze BL Bi-level functionality•= DGY Dark Gray MGY Medium Gray Customers ecp_ ified RAL Specify optional color or RAL (ex: OC-LGP or 00-RAL7024) :cc Custurn color (Must supply color chip for required factory quote) Stocked luminaires -- Ordering guide Catalog Number Description Master Pack, Qty i UPC Code - L - -D PW32 G3 8 GY t P 7 >r t K V i 6 22� LPW32. 0 ! 650n A. =3000 Type 3 120-277 Dark gray _exhlred ant 3 2 o2813IIII9 • YP • 9 Y P LPW32-G3-8-BZ LPW32, 70W, 650mA, 4000K, Type 3, 120-277V, Bronze textured paint 3 ! 622252813896 Stocked accessories -- Ordering guide (Must be ordered separately)" Catalog Number Description Master Pack, city UPC Code LPWCVRPLT-BZ' LPW Universal wall cover mounting plate, Bronze textured paint (none) 190096144860 ' Emergency battery backup (EBP) available with 5OW configuration only ° Failure to properly select the "BAG" 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 ' Not available with BL, FAWS or PCB refund. This BAC designation hereunder does not address O) the applicability of, or availability of a waiver under, the Trade Agreements Act: or (f) the "Buy a Not available with other control options. America" domestic content requirements imposed on states, localities, and 5 Available only with BL diming option other non-federal entities as a condition of receiving funds administered by a Must spacify voltage the Department of Transportation or other federal agencies. 7 Other colors available upon request as made -to -order ° Consult Signify to confirm whether specific accessories are BAA-compliant. LPVY32_LytePi o_sconce 10/21 page 1 of 3 `H�EAICT 11Y16U Gardoo EcoForm Gen-2 combines economy with performance in an LED area luminaire. Capable of delivering up to 27,800 lurnens or more in a compact, low profile LED luminaire, EcoForm offers a new level of customer value. EcoForm reatures 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, Otu• innovative way to provide assistance throughout the life of the product. Ordering guide f'rcilri�-t. ............ _.... -............ ......... ---.............-..........._.._........._.........- Ga. N•': ryp%. €.ztrrt;s O"•" example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY r' ,,}4 4 .. � ° :.::n1t f ,. • Sa: .a. s ' " ECF S r x�, �•: "sS" ... „ �. yxss ':s°' .. 3'a qg F; ,. .i',: .., °�i .. E°,. u4id?H�.r�.�., , ss 9 i, ,. , , e gg 4f : . : '.•.'.s.ei .s�Xl SJ.2`� ,,. 3Y' v y ') :��tsr�,xsz. 6 .,a4 R 'ry:' � fP. tizyki' :. .x,. -Y 1. y ?"J",... �.;fr .:i..t e;, a�'9."�.,£'t,o 4�3iin ° +�:.. iH r k� ', h. a�.'YTa, ..:ti,E..,°��:3n", :nr';.s � %Y '. e,x' i • :s:.,,, .x :, .. ..: ,�.7��.�s'. a Z ' i .f°}. �'aM...ai as •:>s s Y .. , J <}',m'G. 3'.%. ': ,°S t «3,:,:r ,?: ss y Y ) :c .5 °s. !. d .. 7. , .�� 3/ x < , .. JJ Y• ,a4, 'ES,�Y y a • : , 3: x� i%fr OAR . ,s. a�,.�.�: ;i , 'Ft J'F$ ?}:,,:$ i^1 •,-r• ....,, f 3¢rs5 G 'r;.ub n� ECF-S EcoForm 32L 32 LEDs 365 365mA -02 Warm Whrte ARz Arm Mount Type 2 120 120V site and area. small (2 modulas) 630 530inA 700 700mA IA 1050rnA 1.2A t20UmA 3000K. 70CRI Generation 2 (stundard) 2 fype 2 AFR Auto Front Row Rotated raft 90° AFR-90 Auto Front Row, 2-2270 Rotated right 2701 Rotated left 901 AFR-270 Auto Front Row. iype 3 Rotated right 270' 3 type 3 BLC Back Light Control 3-90 Rotated left 901 BLC-90 Back Light Control 3-270 Rotated right 2701 rotated at 901 TYPE 4 BLC-270 Back Light Control rotated at 2701 4 Type 4 LCL" LEED Currier 4-90 Rotated le t 90° ° 4-270 Rotated right 270Optic Loft g RC0 LEED Corner Optic Right Typp..S, P 9 6 Type 5 208 208V 240 240V 277 277V 347 347V 480 480V UNV 124-277V (50/601Iz) HVU 347-480V (50/60Hz) -- Tha following2-0 mounting kits must be ordered Separately See ( accessories) SFs Slip Fitter Mount (fits to 2I B" O.D. tenon) INS Wall mount with surface conduit rear entry permitted - Neutral white 4000K, 70CRI Generation 2 CW-02 Cool White 5000K, 70ORI Generation 2 48L 48 LEDs (3 modules) 900 900mA to 1U5UmA m 64L 64 LEDs (4 modules) 900 900mA 1A1° 1060rnA RAM' Retrofit arm 6W Type 5W mount kit B _ � DD 0 10 J External dinuuin 9 1 IMRI 3' Integral with Int a w t 9 a,1 P CB Phuto.ontro Fusin 9 ----- S<uaraPolaAtta ter Texture d I p (for controls b others) 113lens Button Fi� Single (120 L77 347VA.) rd included i standardBBlack DCC'•1x•i6 Dual Circuit Control IMRIT6 Integral with TLRDS"." Cwist Lock F21 Double (208, 240, 48OVAC) product FAWS4$1B Field Adjustable Wattage Selector 47lons Receptacle T811 Terminal Black BZ Bronze LLC`•0•'•1J6 integral viirelass module 9 5 Pin Pole Mount Fusing RPA" Round Pole DGY Dark Gray BL'"•'6 Bi-level functionality 4:, TLRD7 Twist Lack 5 FPl Single (120, 2%7, 347VAC) Adapter MGY Medium Gray a.B.v SRDR°•' SR driver connected to Zhaga socket Receptacle FP21 paubia 208. 240. d80VAC ( ) (fits to 3"- 3.9" 7 in P B FP 3 Canadian Double Pull Customers ecified G.D. pole) P P ) DynoDimmer. Automatic Profile Dimming rn TLRPC'10•' • Cwist Lock Receptacle w/c (208, 240, 480VAC) HIS" House RAL Specify optional Internal CS5011 Safety 50% Dimming,) hours Photocell Surge Protection (10kA standard) Side .shield color or RAL SP2 Increased 20kA CM601.1 Median 50% Dimming, 8 hours 7024) us col Custom or CC Ctom color CS3016 Safety 30% Dimming. 7 hours (Must supply color CM30111 Median 30% Dimming, 8 hours chip For required factory quote) 1. 8L-lMR13/7 equipped with out -boarded sensor housing •whan 10, TLRD5. TLR07 and TLRPC receptacle pins 4 & 5 are capped off 16. Not available with DD. []CC. FAWS and LLC dimming voltage Is HVU (347-460V) when ordered with any of the Dimming controls DD or control options. 2. Muunts to a 4" round pole with adapter included fur FAWS or LLC. 17. When urdarfug SRDR, controller (by others) to be used un square poles. 11. riot available in 48OV.Order Photocell separately with TLRD5/7. socket must be SR compatible (See specifications for more 3. Limited to a maximum of 45 degrees aiming above horizontal. 12. flat available with DCC. details). Consult factory for lead time. All 7 pins in NEMA 4. Not available with other dimming control options. 13. Not available with SF and WS. RPAs provided with black receptacle are connected to SR driver. SRDR not uvailabla with 5. Not availabla with motion sensor. finish scandard. TLRD5 or rLRPC. 6. Not available with photocontrol. 14. HIS not available %vith Type 5, 6W, BLC, BLC-90, BLC-270, LCL 18. 0-IOV dimming driver standard. 7. tdust specify a motion sensor Jena. or RCL optics. 19. LCL and RCL not available with 48L-1.2A oro4L-1A. U. Not available in 347 or 480V 15. Not available vrith DO. DCC, and FAWS dimming 9. Must specify Input voltage. contrul options. i 1 ECF "S_EcoForrn_-srea_smal 01i22 page I of y LytePro LED large wall sconce Dimensions 12.0" (30 cm) 9.2" (23 cm) Luminaire weight: 9lbs (4 kg) Luminaire with EBP: 111bs (5 kg) ,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 luminaire or may lagged to wall using (4) knockouts. Universal i-Box mounting hole pattern O I O 10.0" I t> (25 am)�- l 13.611 + Q J (22 cm) 1.5" (4c��U O (4 cm) €- Loeation of tact switch Location of motion sensor laps 1, 16.5" (42 cm) when ordered with EBP when ordered with BL-IMR13 18.0" (46 cm) LED Wattage and Lumen Values i Type -TYpe_3 ._..._ . Type 4._.............._..............._u. LED Average .................._..................................................._.......... ........... Total Current Color i System Lumen BUG Efficacy Lumen BUG Efficacy Lumen BUG 'Efficacy Ordering Code LEDs (rnA) Temp. Watts Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) P ° L WN�__.... .__.,..,._.._,�...._.F U�03°�02 a ,, . U.".G ° LPW-32-70-NW-G3 ? 32 650 4000 1 65 8,425 B2-UO-GI 130 8,248 61-U0-G2 128 8;139 61-U0-G2 126 LPW 32 70 WW G3 .32 650 i"00U I65 7,626 1 Bl UU a1 118 ! 46b 116 Bl UO G2 1 114 , E r i E } 2 LPW 3 0 W G3 } 32 900 30U0 89 9 9 1 2 U f __•_ .�..� W _____ `' i ,. ��°5 ,.r,� }, Q G2 ,1�72 r9�`l42 � 9613 62-U0 ta;�„ .,)� LED Wattage and Lumen Values - Emergency mode Ordering Code Total LEDs LED Current (rnA) Color Temp Average System Watts Narmailergecicy lr�Qd ,. 'Y Eylode 1„ Type 2 ....................r.................. Normal Emergency Mode Mode Type 3 Type 4 .......................... _............................. . Normal Emergency Normal Emergency Mode Mode Mode Mode LPW-32-50-NW-G3-EBP 32 400 4000 45 10 6026 , 1871 5899 1832 5710 1774 s;i1i`i NrM1 �•` • �'13x: ��" �2'' ,f >t3r:'.?s " :rf ;,:;era: 'zp,... ' rrtT:. '1 ii.A`; ti� C'}a : "n"a: Y.iE z2�.�*., xu a4'1;: 1,:.`„ �., �,.:. ' ' i . -g r� i�x `i"�D��'ha} E� icRx � � u LPW-32-50-WW-G3-EBP - 32 400 3000 45 10 5455 1695 5340 )659 ( 5169 16U6 Values from photoniatric tests performed in accordance with IESNA LM-79 and are representative of the configurations shown, Actual performance may vary due to installation and environmental variables. LED and driver tolerances, and field measurement considerations. It is highly recornmanded to confirm parfor ranu, with a Vhoty e.rr. la yout. out. NOTE: Some data may be scaled based on tests of similar (but not identical) luminaires. Contact factory for configurations not shown, Predicted lUmeri depreciation data Predicted performance derived from LED manufacturer's data and engineering design estimates, based on IESNA LM-80 methodology, Actual experience may vary due to field application conditions.1-7e 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 tunes actual LED test hours A bigrit TelnPeral ure'C a Gaicu)a ed L7o;kiours ' L7a `gr TM 27 wR ,� utitetr air! ena c a SQ,QQ4 hr up to 40°C >'LOO,000 hours >54,000 hours [.,95% Optical distributions Based on LPW32-70-NW-G3 at 20' mounting height LPW32_LytePro_sconce 10/21 page 2 of3 ECF-s EcoForm small Area luminaire EcoForm Accessories" (':Ordered separately, field installed) ........................._............................................................................................................................................................................................... ShIeldDtg Accessories FoQtnotes 20. Not available with Type 5 or 5W optics 21. Consult Signify to confirm whether specific accessories are BAA-compliant. House Side shield Standard optic orientation: ____-____w__._ HIS-32-H20 Internal House Side Shield for 32 LEDs (2 modules) FH_1S­-_48_-TF1_Tn_ternaI House Sire Shield for 43 LEDs modules HIS-64-1-12" Internal House Side Shield for 64 LEDs (4 modules) Optic at 90 or 270 orientation: HIS-32-v'0 Internal House Side Shield for 32 LEDs (2 modules) HIS-48-V 10 Internal House Side Shield for 48 LEDs (3 modules) HIS-64-V 1 Internal House Side Shield for 64 LEDs (4 modules) Luminaire Accessories ...... ...._... ..... .... ...................................... ... ...........-...._.................... ....................... ECF BD-GZ Bird deterrent ECF-RAM-02-(F) RetrofftArnt mount kit ECF-SF-G2-(F) Slip Fitter Mount (fits to 2 3/8" O.D. tenon) ECF-WS-02-(F) Wall mount with surface conduit rear entry permitted EcoForm PTF2 (pole, top fitter fits 23/8-21/2" ODx 4" depth tenon) EcoForm PTF3 (pole top fitter fits 3-31/2" OD x 6" depth tenon) EcoForm PTF4 (pole 'top fitter fits 31/2-4" OD x 6" depth tenon) PTF2-ECF-S/L-1-90-(F) 1 luminaire at 901 PTF3-ECF-S/L-1-90-(F) 1 luminaire at 901 PTF4-ECF-S/L-1-90-(F) 1 luminaire at 900 PTF2-ECF-S/L-2-90-(F) 2 luminaires at 901 PTF3-ECF-S/L-2-90-(F) 2 luminaires at 901 PTF4-ECF-S/L-2-90-(F) 2 luminaires at 90' PTF2-ECF-S/L-2-180-(F) 2 luminaires at 1801 PTF3-ECF-S/L-2-180-(F) 2 luminaires at 1801 PTF4-ECF-S/L-2-180-(F) 2 luminaires at 180' PTF2-ECF-S/L-3-90-(F) 3 luminaires at 90' PTF3-ECF-S/L-3-90-(F) a luminaires at 901 PTF4-ECF-S/L-3-90-(F) 3 luminaires at 901 PTF2-ECF-5/L-4-90-(F) 4 luminaires at 901 PTF3-EOF-S/L-4-90-(F) 4 luminaires at 901 PTF4-ECF-S/L-4-90-(F) 4luminaires at 90" PTF2-ECF-S/L-3-120-(F) 3 luminaires at 1201 PTF3-ECF-S/L-3-120-(F) 3 luminaires at 1201 PTF4-ECF-S/L-3-120-(F) 3 luminaires at 1201 RS-ECF-3-32L-1A-NW-02-AR-4-UNV-BZ 912401466004 RS-ECF-S-64L-lA-NW-02-AR-4-UNV-BK ! s t F } 1 Z S C 1 4 , t R E F S 2 A U V MGY 12401 6600 RS EC 3 N 2 R N r j � 5 S 64L 1 N Gd : R o U V BZ z ,� i} F, P W A N RS-ECF-S-32L-IA-P4W-G2-AR-4-UNV-BK 912401534656 RS-ECF-S-64L-1A-NW-02-AR-5-UNV-fr1GY r r RS ECF S 32L 1A NY! �2 AR 5 UhIV MGY 1 4 6 7 912 01 b 00 RS ECF RAM G2 D �Y ($(2S cCF S a2( 1A NVW G2 Afto UNV 615 a 9)240t45a6 tS ECF RAM G2 pr1Gt RS-ECF-S-48L-lA-NW-02-AR-3-UNV-BZ 912401466008 RS-ECF-RAM-G2-WH RS 1 GF S 48�, lf1 NV{,G2 Aft 3 UP(V (v1GY)201f6009 '' ?5 ECF RAM 02 8Z ; RS-ECF-S-48L-IA-NW-G2-AR-3-Ut•IV-BK 912401634567 RS-ECF-RAM-G2-BK RS-ECF-S-48L-lA-NW-G2-AR-4-UNV-MGY 912401466011 RS-HIS-48-H RS-ECF-S-48L-1A-NW-G2-AR-5-UNV-BZ I9121101466012 Rr� EGF S 48L 1�, l`,lW G2, AET � ::UNV (+1GY L � �,1�4U146F1013 L Ro FCF S 48L lA NW Go AR 5 UNV BK 912401531569 •." ,.,,..,.,.•..,,,...",a •"...s..,.°,.,.,..,::u,wu..,.Z..".?. 'c :..3 ✓..•zw.x.:..,,..e _.� ....s»i..................wv....:.33,......u...,.wt 3�y:. i w:•.aa,:._...:a.,.. .,,,..,,»..,,...,,,., RS-ECF-S-64L-lA-NW-G2-AR-3-UNV-MGY 912401466015 ......... ECF-S-EcoFor in -at ea -small 01/22 page 2 of 9 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 ILlminajre, 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 fype, — ____ control systems available for further energy savings. Includes Service Tag, our innovative way to provide assistance throughout the life of the product, f.r,tea Ordering guide example: ECF-S-64L-900-NW-02-AR-5-120-HIS-MGY ECF-S EcoForm site aril area, sniall 32L 32 LEDs (2 modules) 365 630 ?00 to 1.2A 365niA 530rnA 700mA 1050mA 1200mA WW-02 NW-G2 CW-G2 Warm White ARz Ann Mount 3000K, 70CRI (standard) reneratian 2 — Neutral White The following _ » 4000K, 70CRI mounting kits Generation 2 must be ordered Cool White separately See 5000K, 70CRI P Y ( accessories) Type 2 � 2 Type - 2-90 Rotated left 90° 2-270 Rotated right 2701 Tye 3 3 rype 3 AFR Auto front Row AFR-90 Auto Front Row, Rotated left 90, AFR-270 Auto Front Row. Rotated right 270° BLC Back Light Control 9 120 20 8 240 277 347 4,30 UNV 120V _O8V 240V 277V 347V 480V 120-277V 48L 48 LEDs 900 900mA (3 modules) 1A 1050mA Generation 2 3-90 Rotated left 90° BLC-90 Back Light Control (50/60Hz) 1.2A" 1200rnA SFO Slip Fitter 3-270 Rotated right 270' rotated at 901 HVU 347-480V Mount TYP.a.4 BLC-270 Back Light Control (50/60Hz) 64L 64 LEDs 900 9UUmA (fits to 2' /a" . 4 rotated at 2700 (4 modules) IAType " 1050rnq Q.D. tenon) 4_90 Rotated left 90° LCL" LEED Our WS Wall mount Optic Left with surface 4-270 Rotated right 270' RCL'y LEED Corner conduit T 5 P Optic Right P 9 roar entry t Y permitted 6 T e5 Yp RAM' Retrofit arm 6W Type 5W mount kit DD''S O-10V External dinuning €MRI315 Integral with PCB1.1 Photocontrol Fusing Square Pale Adapter r (for controls r' by others) tf3 lens Button Ft' Single (120, 277, 347VAC) included in standard K Blac' DCC1'1•1•11 Dual Circuit Control IMRI716 Integral with 'rLRD61011 Twist Look F22 Double (208, 240, 480VAC) product WH White FAWS4•1,16 Field Adjustable Wattage Selector U lens Receptacle 16IB,1 LLC Integralvriralessmodulo 5 Pin P id i (R -'�p T812 Terminal Block BZ Bronze BLI,4J,16 BI-lava! functionality 4.1/ B TLRD7 Twist Lock FPl Single (12U, 277, 347VAC) a RPA Round Polo DGY Dark Gray Y SRDR^•'•B B 11 SR driver connected to Zhaga socket Receptacle FP21 Double (208, 240, 480VAC) Adapter (fits to 3"- 3.9" MGY Medium Gray 7 Pin 5 °i°.n,n' FP3 Canadian Double Pull O.D. pole) Customer specified Dynapinnner: Automatic Profile Dimminr3 TLRPC • rwist Lock (208, 240, 46DVAC) Receptacle w/ HISu Internal House RAL Specify optional d.B o CS50 Safety 5U•6 Dimming, 7 hours Photocell Surge Protection (10kA standard) Side Shield color or RAL CM504•1 Median 50% Dimming, 8 hours SP2 Increased 20kA (ex: RAL7024) CS30`6 Safety 3096 Dimming, 7 hours CC Custom color (Must supply color Median 30 Dimming.Ing•8 hours chip for raquiradCM304•0 factory quote) 1. BL-IMRI3/7 equipped with out-boardad sensor housing whan 10. TLRD5. TLRD7 and TLRPC receptacle pins 4 & 5 are capped off 16. Not available with DD. DCC, FAWS and LLC dimming voltage N HVU (347-48OV) when ordered with any of the Dimming controls DD or control options. 2. Mounts to a tf" round pole with adapter Included for FAWS or LLC. 17, Whan order ing SRDR, controller (by others) to be used on square poles. 1L Not available in 460V.Order photocell separately with TLRD5/7. socket must be 5R compatible (Sae specifications for more 3. Limited to a maximum of 46 degrees aiming above horizontal. 12. Not available with DCC. details). Consult factory for lead time. All 7 pins In NEMA 4. Not available with other dimming control uptions• 13. Clot available with SF and INS. RPAa provided with black receptacle are connected to SR driver. SRDR not available with 5. Not available with motion sensor, finish standard. TLRD5 orrLRPC. 6. Not available with photocontrol. 14. HIS not available with Type 5, 5W, BLC. BLC-90, BLC-270, LCL Ia, O-IOV dimming driver standard. 7. fdusC speuif y a motion sansm• Tans, or RCL optics. 19. LCL and RCL not available with 48L-1.2A or 64L-1A. 8. Not available in 347 or 48UV 15. flat available with DO. UCC, and FAWS dimming 9. Must specify Input voltage. control options. C us ECF-S_£coForn+_area_srnal 01/22 page I of 9 " r(�l ECF-s EcoForm small Area luminaire 3000K LED Wattage and Lured Values ECF-S_EcoForrn- area _small 01/22 page4of9 Type 5 Type 5W _ Lumen BUG Efficacy Lumen 1: BUG Efficac Output Rating (LPW) Output Rating (LPW) 6.094 63-rJ0-GI 152 5.898 63-U0-G2 1 147 ! q22 •, t;3;U0 G2 42 _ M 10,218 84-1.10-G2 140 T 9,889 1 84-1-10-02 136 38 'I B 2 s r 1 92 8 rc 2' 15 9°6 64 U0 GO 131 15,443 B4 VO G2 127 19 937 M-t(3 21444 65UO G3 135 20765 oa UO 0 131 23�oof M.5��,o ., } k30 23!�14� p� Utt 1 1 -_r25A63 24,2158 Bo UO .�4 : 136 ECF-s EcoForm smal-I Area luminaire 3000K LED Wattage and Lumen Values 000K LED Wattago and Lumen Values ECF-E_EcoForrrt_area_srnali 01122 page 4 of 9 W Q 0 O Z O r0 nl LM f� N U Q Z (n � W Z ~ O Q O U 00 0 O _ 00 U (n Q I z O N-) lz O O r O Z nl (0 :E Q -1 � _ � lY OC) J W �oZ's O W S J _J N O O L`1 J J Q ■ � O O Z > a_ N W W m c O s Iz w l O D O w N (n a �t Q O Q > m <L� �N \ LLJ m 0 LLJ_ W J Z O Z S U O 0 w � _ (n 0 0 U Q H w 0 C� Z I U J Q� wZ J W U p� Z � W UJ C� O SHEET NUMBER CL-1 02 Cr Z _ (Z Z <L J n o_ I a_ U 1-11 0 0 n 0 - U 0 U �ll 0 ti _0 I - C U c0 _ L c 0 (ll - U - 0 0 - 0 0 n� U r N 'll I Cr I U 0 N aj N N 0 cv Lo _ 0 L- ti -p 0 - 0 Z J D z - Z < J - D - 0 0 J - ti n� a := J U 2 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 2 Trees, 42 Shrubs Cal. @ 35' 0C 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 10 Yr. Canopy County of Albemarle Qty. Type Size Coverage Provided Conservation flan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-111-297 for complete specifications) (c) 2 Slender Silhouette' Sweet Gums 1.5" Cal 184 SF 368 SF T_ 4 Winter King' Hawthorns 1.5" Cal 184 SF 736 SF L.. The following items shall be shown on the plan: Z e— W 10 Existing To Remain Varies 424 SF 4,240 SF 0 Trees to be saved; w —I m Total: 5,344 SF 0 Limits of clearing (outside dripline of trees to be saved); W Q G✓I Location and type of protective fencing; fl� 0 Grade changes requiring tree wells or walls; W Uj of 0 Proposed trenching or tunneling beyond the limits of clearing. /> 2. Nlarkings: 0 All trees to be saved shall be narked with print or ribbon at a height clearly visible to equipment operators. 0 No grading shall begin until the tree rnarking has been inspected and approved by a Cvumy 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. SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL 1" CUTS IN SIDES OF THE h ,• : ;' . ,.'' ; .; i ', , ROOTBALL •'j "''"" ' "' PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN 2X' WIDTH OF - ROOT BALL - CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SHRUB PLANTING NOT TO SCALE 5, Soil Erosion and Storinwate.r Detention Devices: 0 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: 0 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. 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: © 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. `I'renchine and Tunnelina: 0 When trenching is required within the limits of clearing, it shall be done as far away from tine 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: © Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT 1S THIS' DEVELOPER'S RESPONSIBILITYTO CONIFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. PREVAILING WIND 1 DECIDUOUS TREE PLANTING NOT TO SCALE AL LEADER (E NURSERY STAKE 3RAISIVE RUBBER TIES. (3) TWO INCH TREE STAKES. L 6" AWAY FROM EDGE OF THE 3ALL. STAKE LOCATION SHALL NOT :ERE WITH PERMANENT BRANCHES. S SHALL BE PAINTED BLACK PRIOR TALLATION. TO MULCHING, LIGHTLY TAMP SOIL ID THE ROOT BALL IN 6" LIFTS TO TREE. DO NOT OVER -COMPACT. THE PLANTING HOLE HAS BEEN ILLED NED SOIL. TURN THE SOIL TO ,E COMPACTION TO THE AREA AND SHOWN. :R OF MULCH. I ON TOP OF ROOT BALL SHALL NOT D 1" FINISHED GRADE. EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. 20' x 20' WATERLIk > (A M, PLANT SCHEDULE TREES CITY BOTANICAL NAME COMMON NAME SIZE CONTAINER CV 5 Crataegus viridis 'Winter King' Winter King Hawthorn 1.5" Cal. B&B LS 2 Liquidambar styracif lua 'Slender Silhouette' Slender Silhouette Sweet Gum 1.5" Cal. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER AK 37 Abelia x grandif lora '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. GENERAL LANDSCAPING NOTES MI Cn 0 w <z 0IZ o r� N r0 N Z > vi o w Z O Q U=r~ = N O U CO 0 v � I) U <L I z O r� 0 0 0 O Z N Q0 =C Q w I I - o w CO J O V) _ w L � O S � w J S Z S s � _1 N C,1 S 00 C�1 J J Q S ■ o 0 1` ��ALTH ply, 4 U ELIZA GRACE MACHEK LIC. No. 001682 O�/20/202wao) �bsc % _�1'E Alt _ z _12 :2 uZ N ; 0 CD CL W N N 0 W W Ci� O O W N 7 f- \--, Q O Cn Q m m �r CAI o m 0 cL �- \ ,,� Z Z ' _ 0-) J 0 3' U U W Cr s Cn 0 0 U Z Q J d Z Z Q J 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE <L— ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE (� CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. Q 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. Uj Z 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE J TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. W U CO Z W LU W > 1- 000 O O w cl� O G w _j SHEET NUMBER CP_1 01