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HomeMy WebLinkAboutSDP202200044 Plan - Revision 2022-09-21C N N O U 0 N N Q O C O C O _ T N E Y O T L O 3 O L j 0 S N U c N N O U O N Q C O E ° ZD m Y 0 0 n ° ° 0 C O 0 `o ° � G n - 3 >o 5 c a p N N L L ° a v 1 U C 0 O n � o o E �o n a 0 I N m c w L U p o� E a o n N J o 3 I Z ZZD u 3 c 0 0 J c L ° � C I � �o a > U U I a Y L Y O T C E ° ZD w � c ZD � N V V v y N O y� L° �E n ° N _ O � c T =L n � L Y � 0 a O N O J .21 N o� L U Y c ° na � o L U n v c L N Y L j Y � n s 00 n E U ° O L 1 ~ 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: CRAIGaOGCAWEXPRESS.COM TEL: (757) 460-8360 OWNER THE CLEAN MACHINE, INC. 101 RIVERBEND DRIVE CHARLOTESVILLE, VA 22911 CIVIL ENGINEER KimleylMorn 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. VICINITY MAP TITLE EXCEPTIONS TO RICHMOND 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 PROPERTY APPEARS 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 & PROFFITTON 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 RECEIVINGWATER(S): RIVANNARIVER- MEADOWCREEK VAHU6CODE: JR14 SIDE: 0' PARKING SCHEDULE PARKING PROVIDED: 15SPACESTOTAL 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 COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT m LJ H Q U) z _O U) w 01 6 z O M N N U Q Z > Q �o w Z ~ O Q� O U ro O N CC co U Q N O of 0 O r, O Z N = Q Ld I ~ 8 d' 5Jr O Ul � _ WCO Y - Y Q J 00 o� O O RYA PERKINS LIC. No. 046565 09/W/2022, N 3 w w � _ L'jN O =n 0�_ �� m m a� oo N a o m O 7 Q w w Z Z y S 0 3 U Y O ¢ w ¢ w 0 0 0 U w w ''2 W 0. w O U Q z �y, f\Y Z 0 / Q 0 wz J Um zQ� w w w > z LLB O I'1 �J � w J lY O � ED m J Q SHEET NUMBER CA-100 C } CONSTRUCTION STANDARDS DEMOLITION / LAND DISTURBANCE NOTES DRAINAGE / STORMWATER NOTES 07 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 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR T0: 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, / EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON a 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 HE PLANS. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS HE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT v WITH HE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED Y SPECIFICATIONS LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE D. VDOT ROAD AND BRIDGE STANDARDS CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE - UTILITIES. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE cn a F. VIRGINIA WORK AREA PROTECTION MANUAL.NAGETEMSHALLODEDRIALALLSTAGES OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN AS G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK VESCH DIRDRAECTED BY ENGINEER. CLEANED COST IS BE INCLUDED CONSTRUCTION, CONTRACT PRICE TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY 0 ( ) E. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE REQUIREMENTS. CIO o H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR FOR THE OTHER DRAINAGE ITEMS. > Li r SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND 3 BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH CONSTRUCTION NOTES ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, REQUIREMENTS. STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE 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 H. NECESSARYTHE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON E ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS c 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) RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND 673-3882. oM 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. ,0 a THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY HE CONTRACTOR TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN L TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY PLACE. z a 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, O > Y LOCAL REGULATIONS AND CODES. THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL LLJ 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. .12 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH o ro o UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND 10. HE CONTRACTOR SHALL ADHERE TO ALL TERMS &CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. HE UNIFORM STATEWIDE BUILDING CODE. N o LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. a z ° REFERENCED SIGN STANDARDS ARE TAKEN FROM HE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". o n o- A 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 o LOCAL REGULATIONS.11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING SIGNS AND MARKINGS. �� Q 0 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, AND BE INSTALLED ACCORDINGLY. } z ' STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE 5 5. THE CONTRACTOR IS RESPONSIBLE FOR HE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. coo � 0 N RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE x Q o ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO w Y I = ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS U1LITY" 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 r o z 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 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. a 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 H " THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO OBSERVE PAVEMENT AREAS FOR EVIDENCE OF y PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS N H DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF E 0 0 THEIR "PRE -DEMOLITION" CONDITION. HE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT 0 CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL s AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT HE EXPENSE OF THE 8, CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH OO - '3 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 v TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. oD 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE ° E 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 se i INSIDE AND OUTSIDE OF HE 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 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PREVENTION CODE. ALL APPLICABLE STANDARDS. r 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, PROVIDE A SAFE WORK SITE. T1I p = 2. WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING 0 o MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE v SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). = SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE ( ) E 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY CODES. 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 RYA PERKINS L DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A U a TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CON TRACTOR IS RESPONSIBLE TO n a MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE Lic. No. 046565 Q o OVERHEAD OBSTRUCTIONS LOWER THAN 13 FT. 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR W a BUILT IN CONFORMANCE WITH (LATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT `�� 09�20�20LZ 0 E COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE E ° 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 0 o 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 TONAL E ° 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ` " AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON N w w AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. Y Y REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK TRAFFIC CONTROL NOTES w N NO 0 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 w N N DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ~ \ mm } j 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE a o ON Q o m o a 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 \ z z o v° AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY = C v J STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE 2NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY Y O o o - 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 . E FIRE OF ADJACENT ROADWAYS. TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CODE. E s CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM 3 o THOSE SHOWN ON H3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC E 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 0 FEATURES. FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHALS CONTROL PLAN. OFFICE. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM REQUIRED SHOP DRAWING SUBMITTALS: W o DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ui v 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 �I 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. Y 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. r .0 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 a EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO HE 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. L 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. Z AMERICAN DISABILITIES ACT NOTES N T 16. CONTRACTOR SHALL REFER TO HE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND `0 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED w 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 j =0 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 v 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 7 v 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 WIDH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES. W y DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR v PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER n 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 E 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 Y `o THEREFROM. DESIGN, LATEST EDITION. v 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION 4. ANY COMPONENTS OF THE PROJECT SERVING MULTIFAMILY DWELLINGS IN BUILDINGS THAT HAVE n E IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE ` CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE 4 OR MORE UNITS PER DWELLING SHALL ALSO CONFORM TO THE FAIR HOUSING ACT (FHA), z VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. AND COMPLY WITH THE FAIR HOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF z z HOUSING AND URBAN DEVELOPMENT. Q N 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY cr_ Y ° THE CONTRACTOR. 5. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE Q z Z PEDESTRIAN ROUTES (PER ADA AND FHA) EXIST TO AND FROM EVERY DOOR AND ALONG 'F 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 CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND Q v STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE IN ANY DIRECTION. J 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 SLOPE COMPLIANCE ISSUES. W ujr n a v \ z 0 ° C N O ui L U N o n 11 ■i Fy u s v 5 iv I� W J v 3 � � � w O � 0 0 W U m C Q N m SHEET NUMBER O s A-101 y� U C N N O U O 0 C ° 0 T N E Y O T a ° ° L_ 3 v 0 L 0 a v � o � L Z O Q = J I i w Y a C 0 n z � a = v Z J ° Z 0 n N X `o ° c I v :J 3 N O � s s n 3 0 O � 2 Q ° ;J v 0 ;J r L E U � C n ° Q I d � oC � a 0 E U ' E C 0 ° O � O I v L° c a 0 � � a c ° � 3 N .. I L � 3 w`o h > u I c Y � N 0 Y a n V � � a � o E V V O � C V w c 0 u L m o n 0 z V E 5 Z N 'J C c ° Z n X 'v J L v L V � w > C J � v 0 a o m O � J N o� Y o n a v U o � U n � � 5 � 3 N �+ m L . W 0 p J .. E n U O L Z ~ NORTHING: 3899927.72 EASTING: 11495928.95� +369.0' CONC. WALL +367.0' I 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 -OUTS` ENTRANCE TO REMAIN , CONTRACTOR IS TO FIELD — VERIFY LOCATION AND DEPTH e OF EXISTING SANITARY SEWERS APPROXIMATE LOCATION OF SS PVC l S - EXISTING 6" WATERLINE EXTENSION S s BENCHRMRO' FILEUMTORIHI'YE Lj W — T - ELEV=365.85' CONTRACTOR IS TO FIELD VERIFY LOCATION AND LAYOUT OFJ WATER SERVICE. CONTRACTOR TO REPLACE 6" BEND WITH 6"X4" TAPPING SLEEVE AND RESET EXISTING HYDRANT (SEE SHEET CS-101 FOR FURTHERDETAIL) � >1 APPROXIMATE LOCATION OFJ EXISTING 8" WATERLINE NORTHING: EASTING: 11 m D T T_ n U) (� Q W a 1 1 EXISTING BYPASS LANE TO REMAIN 011 'ooilf ° Q II al •s, •c Aj D TW=370.56' BW=369.16' +370.7' Ie e e e e IP�iF0 d •� LL e,e e` e.� e D `EXISTING e- SEWER SERVICE Ur ""' EXISTING RIGHT IN S. ROUTE 250 RIGHT I ONLY ENTRANCE RICH TO REMAIN ARIABLE RNV) v NORTHING: 3899932.56 r.°. °�� TW=379.25' FASTING: 11496117.62 . 4 4 TW=371.42' BW=370.99' 0.67' x 2.0' (TMP) +31 10.0' 10.0' 10.0' 10.0' 14.0' 80.7' EXISTING GAS SERVICE 2-STORY BLOCK OFFICES W/ 1-STORY DRIVE-THRU CARWASH EXISTING TREE AND LANDSCAPE WALL TO BE REMOVED EXISTING LIGHT TO BE REMOVED W Y Q Oaf - co w Z 7 0 zi u? W J T 2 - 4" PVC 'DRAIN PIPES INV OUT=368.1' 366 -___ — N 89 °0 '06" r X _ TW-370 88' 7 -VA IOUS SI B. PEAR TREES- , BW=366.31' CONTRACTOR IS TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER LINE. EXISTING WATER LINE TO BE 2-STORY BRICK REUSED IF POSSIBLE (SEE SHEET CS-101) OFFICE BUILDING I M Avbr-77H KEVIN L. SMITH D DB 897, PG 596 DB 797, PG 703 ZONING: PD-SC I I USE: CONDO -OFFICE SANITARY, ELECTRIC AND STORM SERVICE IS TO BE TERMINATED AND REMOVED AS NECESSARY. EXISTING WATER SERVICE TO DETAILING GARAGE TO BE ABANDONED EXISTING CANOPY AND VACUUMS TO BE REMOVED UGG ASS SS DUMP n 6.' -e Ge -e .4 EXISTING GUARDRAIL TO BE - REMOVED EXISTING CURB AND GUTTER TO BE REMOVED l' EXISTING SHRUBS TO BE - REMOVED TO ACCOMMODATE RADIUS ADJUSTMENT IL/A j STORM SYSTEM TO < BE REMOVED s, •c •i cs "=375 BW=371.99' �1 CANO JOVER _I PAY S IONS 74 i 11+369.6t \ ----` EXISTING BUILDING AND COVERED U WALKWAY TO BE DEMOLISHED 11 1 U, EXISTING SHRUBS TO I ■ REMOVED PROPOSED INLET PROTECTION VIRGINIA STD 3.07 (TYP.) M / 0 TW=379.23' 1' 18" BRICK WALL EXISTING PARKING SPACE TO REMAIN 1 IIIn's II 1 EXISTING PARKING SPACES TO REMAIN REAR OF 12" BLOCK WALL ON OR ALONG PROPERTY LINE 12" BRICK WALL 3899750.76 11496114.61 LEGEND a DECIDUOUS TREE Q SHRUB • BOLLARD L HANDICAP PARKING/RAMP BENCHMARK ® CLEANOUT ® ELECTRIC METER AC HVAC UNIT FEV1 ELECTRIC VAULT cv CABLE VAULT TP TELEPHONE PEDESTAL SIGN FIRE HYDRANT wv pQ WATER VALVE ® WATER METER ® GRATE INLET DRAINAGE MANHOLE s3) SANITARY MANHOLE LIGHT POLE CURVE I ELTA 1 RADIUS 1 LENGTH 1 CHORD BEARING CHORD 1 C1 1 83°16'13" 1 40.00' 1 58.13' 1 N42°0609"E 53.15' C2 1 1.5324" 1 5721,58' 1 188-74' 1 N 88.3146" E 1 166.73' ALTA SURVEY PROVIDED BY HURT & PROFFITT PHONE NUMBER: 434-847-7796 ADDRESS: 2524 LANGHORNE ROAD LYNCHBURG, VA 24501 SURVEYED BY: JOHN E. HODNETT DATE: 4/12/2022 LINE BEARING DISTANCE L 1 I S 89-05'06" E 6.50' GRAPHIC SCALE IN FEET 0 10 20 40 m m w Q 0 cn z 0 > w 01 O M N N U Q z % O UI p � z o O O CcO Q Z O r'0' 0 O r O Z � O } 0_ 7 co J O N � = cl�W Y r O - ::5 LL Y Q J N 0 o O r RYA PERKINIS LiC. No. 046565 09/20/2022, U N LLJ N N O z 0 0 } Y } Y d o a- N �\cn o c=n Q m m m Q _ N J o w U o V Y o ¢ Ul v O ¢ O w U 50 G W 0 r V 0 J Z 0 J X W ~ 0 z 0 U N, z z W z J Um z� w w w > Z /'►/ 1..1.E o V W 0 3i Ld J Q SHEET NUMBER CV-101 U C N v O 0 N U.S. ROUT WAY ° I 10' FRONT BUILDING R I C EXISTING BYPASS SETBACK = LANE TO REMAIN (VARIABLE R/W) T E II 0 e'er 'b re o GV IPS 0 ° e " 3 'e •'e •'e e'e PAINT/STRIPING r e' •'e' •'e' 'e' 'e' e e e e EXISTING GAS • v . r SERVICE ° "' • e'a e' EXISTING CAR WASH TUNNEL TO REMAIN _ 0 � ^•, _," (FACADE IMPROVEMENTS PROPOSED) Ey ,.� ,. v 7 IPF ` O L r W IPF0 .. F .. L e ° 0 = m T m j " 'e' j UA 1 a N Q I VA FLUSH CURB E W (/) LIMIT OF T DISTURBANCE= R22. \ 0.22 ACRES " t 22.5' o _ LIGHT (TYP.) o ° I EXISTING SANITARY ° 0 / / SEWER SERVICE/ / / / / / / / // :. ADA SIGN AND BOLLARD (3) NEW PAY STATIONS- ° ( ) +•. U°E ; .IN GRAY RAL 9006 CONCRETE WHEEL STOP / /1p,/ / // / / /� /// /// // / /� / / / / / 1-9.G - o () ADA PARKING SYMBOL 5.0' DIRECTIONAL Q ? • y . / / // / / I O ARROW (TYP.) i s VACUUM BOOM ARM BASE ' ' - �_ ;, ' // / / // / / % • -'y' i - w '3 IN GRAY (RAL 9006) (TYP.) (DESIGN BY OTHERS) 11.9' 13.5' 13.5' _ °° 24" WHITE SOLID STOP BAR ° (VACUUM EQUIPMENT PAD / / / V166R3jC)/ ° 6" THICK, 4000 PSI CONCRETE EXISTING RIGHT -IN /RIGHT -OUT ° = ENTRANCE TO REMAIN R-1 STOP SIGN & 1 ® R5-1I "DO NOT ENTER" SIGN < o SS =VC ; Ss W R3.0' a �� s p — _ _ CONTRACTOR TO MATCH J WATERLINE 20' / _ _ — R5-1 "DO NOT ENTER" SIGN . PROPOSE CURB AND GUTTER TO _ — _CURB AND GUTTER EXISTING CURB AND GUTTER. o W _ �AMEf 1T "'•,� _ — _ — — VDOT STD CG.6 (TYP.) P _ I — _ D — a APPROXIMATE LOCATION OF v a EXISTING 6" WATERLINE EXTENSION N 89'05'06" W cn l/ X (n IJ CONTRACTOR IS TO FIELD VERIFY LOCATION AND DEPTH OF EXISTING WATER X ° U LINE. EXISTING WATER LINE TO BE REUSED IF POSSIBLE, OTHERWISE o v �yI / ABANDON AND REPLACE WITH 2" COPPER DOMESTIC LATERAL E 4" 90' BEND —EXISTING 1.5" WATER METER TO BE REPLACED WITH A 2" o 00 D 4" GATE VALVE WATER METER PER TD-12 (SEE THIS SHEET). EXISTING METER ° 3 CONTRACTOR IS TO FIELD VERIFY LOCATION AND LAYOUT OF 4" PLUG THREADED FOR 2" BOX TO BE ABANDONED AND REPLACED WITH A METER VAULT 109% r WATER SERVICE. CONTRACTOR TO REPLACE 6" BEND WITH COMPRESSION FITTING PER TD-16 (SEE THIS SHEET) IRIGHT 6"X4" TAPPING SLEEVE AND RESET EXISTING HYDRANT U 3 I 6"X4" TAPPING SLEEVE AND VALVE `o �� 6" GATE VALVE APPROXIMATE LOCATION OF o EXISTING 8" WATERLINE RESET EXISTING HYDRANT ° 3 u C o 0 I ° FL � n � 0 v > a J v L Y O Y 0 0 E C O w � u V � v � o 0=* A 6" MIN. f 17.5" 6" MIN. . a: A A., sw _ I VARIES aa" MIN, --�{I VALVE BOX _ TO METER BOX (SEE FIG. W-6A THRU W-7E). Ro e VARIES �--2" COPPER • v M.J. FITTING WATER MAIN y E 4" DIP 4" PLUG THREADED FOR N 2" COMPRESSION FITTING a a v E E RESTRAINED JOINT FITTINGS A � 0 0 � v ° c 18 MIN. �17.5"� NOTES: z " r ST MIN. • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. i _ c • SERVICE LINE TO CONNECT AT MAIN WITH X"x4"TEE. m • REFER TO FIG. W-3 FORTH RUST BLOCK DETAILS ON TEE. m 12" MIN. VANGNUT LOCKING ASSEMBLY °- • REFERTO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. ° m ° C • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS J m ` PROTECTION FOR BOLTS. L -0 BYPASS "• USE 2500 P.S.I. CONCRETE, Y o n a v NOTES: ° 0 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. r 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". w MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED 3 WATER PROOFING COMPOUND. N .v LARGE METER SERVICE LINE TYPICAL METER VAULT (2" METER) N Fi S sc E NTS TD-12 n ° FIG. W-7C ° ° TD-16 IL ° Z ~ EXISTING MONUMENT SIGN TO REMAIN -EXISTING RIGHT IN ONLY ENTRANCE TO REMAIN GRAPHIC SCALE IN FEET 3 0 10 20 40 EXISTING PARKING TO REMAIN AND BE UTILIZED BY EMPLOYEES to Cal I EXISTING PARKING TO REMAIN AND BE UTILIZED BY EMPLOYEES II III II II I 1 EXTERIOR WALL 2" SM-12.5A SURFACE COURSE 8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. LIGHT DUTY ASPHALT PAVEMENT SECTION NOT TO SCALE 0 6" NON -REINFORCED CONCRETE PAVEMENT �2 8" CRUSHED AGGREGATE BASE O3 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 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. NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN SITE PLAN LEGEND CONCRETE PAVEMENT CONCRETE SIDEWALK LIGHT DUN ASPHALT PAVEMENT CURB & GUTTER Li ILV 11 YV V 1 V{_ V V V IL ILI LI \ !ll \IVI NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN fl\JLL %lurxO ♦JVVCCr G11 P1111V1 NOT TO SCALE *DETAIL PROVIDED BY GREEN CLEAN In z O (n w 01 O ro N L N U < z> 0 Iri o H Z O 0 U 03 O Q z or,o- o O c o 04 co o r Of 7 co J Ocl� N � = W Y - a Y Q J N 0 O° o O r RYA PERKINS LiC. No. 046565 z >_ >_ a N 3:� LLw w _ N O Y Y LLI O N Ln � �\ n m m a O Q m Q N \ o w Y w Z CD z ¢ w 1 0 ¢ v u O O U 1..� CY_ Z Z J Um ZQ� w w LU > Z O ( I"� �J � W G' O m _J Q SHEET NUMBER CS-101 W N M I 0 E c 0 0 0 0 0 n U U 01 E a N 0 0 N N N N 6 N N E a U U) V) a Lu w 0 w o; 0 N I V) U 0 O 0 J c a N In T 0 U U T m 0 s, 6 } m N N O U N LyJ a SFF N Q S kO ° Pp\Np 5 5 � 30„ ° 3/8" WIDE x 1" DEEP �O� a SAWCUT CONTROL JOINT 4" CONCRETE, MIN. 3000 PSI STRENGTH v GOB E Y o SEE CONCRETE ° 4" COMPACTED VDOT TYPE I #21-A STONE BASEMiv,lYi'PI, SIDEWALK SECTION BROOM FINISH 19r lii� v II �I '�� l i, 5 v� �'� � I't� , j 1P t � Z O r ADA PARKING SIGNAGE (PER DETAIL) m > �p\NHS I I —I � I —III —III —I � I —III —I � I —III —III —I � I —III —III —I � I- _ 0 -III=1 I—III—I=1 I —III —I I—III—I=1 I—III=1=1 m 0 u — Z C 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 m of EXPANSION JOINT FILTER 0 0 CONCRETE SIDEWALK = USE 4" SCH. 40 STEEL PIPE _ DO NOT ENTER SIGN (R5-1) V)N a F ILLED WITH CONCRETE WITH 0 0 N 0 y TOP ROUNDED. PAINT TRAFFIC YELLOW IF SIGN IS WITHIN m '� p z a > CENTERLINE OF DRIVEWAY PAVED AREA OR SIDEWALK O n 0 0 o m 5 5 z Q 0 o SLOPE TOP OF SIGN PER PLAN 5/16" BOLT IN 3/8" 0 v ro o o CONCRETE (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) N m N ° SHAPE AND SIZE VARIES a z o r z of oolDo o = GROUND /PAVING SURFACE � � — o / Z O W D N J ? I roz w I < I � a v IL n O I I Y Q 3 I I N 0 4000 PSI CONCRETE ^< 2.0 MIN. IN SIDEWALK / o 0 o AND PAVEMENT AREAS 3 O 0 v E 0 1.5 4 VARIES GALVANIZED STEEL PIPE mse v � I I � M r TWO COATS WHITE Sj,TFj �F o REFLECTIVE TRAFFIC PAINT } �y ADA PARKING SIGN POST DIRECTIONAL ARROW o rRYA PERKINS y LiC. No. 046565 n E TYPICAL AT ALL 18"112" R7-8 SIGN GREEN LEGEND ON WHITE o `o ACCESSIBLE SPACES p�� BACKGROUND; WHITE SYMBOL PAVEMENT / fo NAL ° RESE G1/ ON BLUE ON WHITE BACKGROUND 4" PARKING LOT STRIPING TO FINISHED GRADE z v PARKING BE 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT u N N O Y Y _ - — —� •—,—� _ O ADA SIGN POST — I - III-1 1= d0- > } a (PER DETAIL) III= I j I o O Q o m Q ° 12"x6" R7-8P SIGN `r =�'.: -II-; I— _ w u 3 TYPICAL AT ALL VAN GREEN LEGEND ON ` 1— Y 0 a N a w s ACCESSIBLE SPACES VAN WHITE BACKGROUND o u o o ACCESSIBLE s 12"x9" PENALTY SIGN (AS REQUIRED BY STATE OR LOCAL CODE) " 6" DIAMETER CONCRETE BASE ° 6" J o a 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 ADA PARKING SIGNAGE PARKING LOT STRIPING SIGN POST W ° 30" A T 0 0 R=4„ W -° z a 2.0' MIN. 7.0' 9" 2.5' FROM BACK CURB OR BLDG 3,000 PSI CONCRETE io o w 0 0.675' 1.0' 2.5' 2.5' in BARS 2- 3 # w 2 COATS OF 4" 0 1.5" CHAMFER L WIDE BLUE TRAFFIC w BITUMINOUS SURFACE N PAINT (TYP.) z m Q o O � o w 1 D COMPACTED BASE COURSE w E 3 < BACK OF CURB o 'O x T CURB AND GUTTER Cr o N J¢" DIA. STEEL RODS COMPACTED BASE COURSE A REB R) 2I0' MINIMUMOLL NGTH 7 `m ' MINIMUM ELEVATION VIEW SECTION A -A ` S STRIPE WITH 2 COATS OF WHITE Q� < NOTE: R-14 REFLECTIVE TRAFFIC PAINT 1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE CURBS TO PERMIT RELOCATION OF CURBS. 1 1 ui N L v 2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED 2.5' OFF OF BACK OF CURB J a W rn " N (WHITE LEGEND, RED BACKGROUND) U U c ADA PARKING SYMBOL STOP BAR STRIPING STOP SIGN (R1-1) CONCRETE WHEEL STOP Z � ° WW a 0 Z o /'►/ O 1 r U 5 III......IIL..... W 3 � � m O W Ld J C N Q E SHEET NUMBER O s CS-501 'lotted B :McGra , Stephen Sheet Set:Kha Layout: GKAUING PLAN September 2U, 2U22 Ub:4U:2/ m K:\HIU—UV\116414 — Green Glean UUU — Clean machine— Albemarle Go GAU Hlan Sheets CG-101 GKAUING HLAN.dw 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. 8" PVC SS f m'nnm m G o C) X = I *0> Z � -n \ \ \ ;0 n C')_ mZ 0) c m I U U)O— \ / < / UG �zD' AMP I W II I 1 0 I, I xIIjll IIIII I- I I I NM I IIII I NI I IllMM '0 —I RIVERBEND DR. S.R. 1116 \ (VARIABLE R/W) m(0 o "o \ n _ — -366 — -3-31 0 — — N 368 — —n — — 'GF N�---1i369 N A m r / n Z-.mrnY• a• v, D b, -0,v e, (n11 O si, �, vev < D /nov`��v / FF=370.65' \ ' IOD / x -n cn D z 0 0 m al OD -0 _ — 370 << n N M am V) x m Z CV 0 N Z Ov x -0 r ca — � O 0 O \ 814 0 A W IMA n n 0 D_ A ? Z ' 370.68' T I I ---i_:_-- / �uM-'4m OD \ D I I Zlfi■ "I -' v' A D< C / N W � O 0 rfl N , O 0 Fj)Z -0 D � Cnf= r ;070 W co Co D Z� z 0 Z G7Z0 00 mA 0nN 0 M 0 IM-MKMTIC� -071M cnC�c� Z p m � aw z GD GD C= m m m D�� c m D C �'I W O z D D z 0 0 D x A O m --q 0if<T1N�� _O o� m Z 0m=mm0 0D G)-i G ZOxzO GZDm � m;U mK Z o 0 OOO m�r- U)mcmX oy �= O C 0 N Ozm-n�m XG)<D;am fTl G7 X0 D N 6(n z -1 frl -1 D z � m °o m frl z W (� m o � m< Z m O z > Z M< 0 mM 0 D Z 3 z �O zz o mz Mp m .�7 z_ i 0 z D r ^n^ m M GREEN CLEAN UJ 101 RIVERBEND DR. C) CID --xA ALBEMARLE COUNTY VIRGINIA GRADING PLAN KHA PROJECT 113414021 DATE 09/20/2022 SCALE AS SHOWN DESIGNED BY KEY DRAWN BY KEY CHECKED BY RRP Ogd l.O�O �zD{\���Ki' m a * orn ArnmAx © 2022 KIMLEY-HORN AND ASSOCIATES, INC. � N O z 1700 WILLOW LAWN DR, SUITE 200, RICHMOND, VA 23230 (n .� PHONE: 804-673-3882 yI4iWWW.KIMLEY-HORN.COM No. REVISIONS DATE BY v 0 0 a ° 0 I E Y O T ° 0 L N d O L N V C N N 0 0 a ° 0 s Y n c 0 0 d 0 v � o v Z o Q o 1 � z , 9 w � 3 I ' J ° J 3 N w � E C ° U o a Y N � y Q J c o o v J o m ° E n o Q a E C C � O U r 0 0 E v c ' O W o � ° a � n N c ° U j J L c � L N 3 � O I, a v u � v c > N J a Y i y o n Ew L w � T a � 9 ° U � U Y U c V �v ° �v E a.. E zy QN J� Y z ° v L B v I � J � v � a o N O � J N O � L U Y c ° N Y n a v ° o ° n v c w m � 3 n 0 y U ° J' � v E ° 0 0 or U.S. ROUTE 250 RICHMOND RD. (VARIABLE R/W) PROPERTY BOUND ADJACENT TO RIGHT OF WAY j V.J 0.8 1.6 222000 .5 +2.7 .6 .1 1.4 1.5 .9 .5 .7 1 .2 PROPOSED NEW WALL MOUNTED FIXTURES + + + + + + + + + + + + + 3 0.3 0_-4�+0.4 0.6 1.2 3.1 7.9 1 11.7 5.0 2�5 1 n 5 0.9 1.1 1 0.8 0.8 o EXISTING CAR WASH TUNNEL TO REMAIN 0 (o 1.0 1.4 + (FACADE IMPROVEMENTS PROPOSED) r IPF 0 Z W IPF F - - - ui J .2 i. 7 2 Q W cn Q 1 2.9 3 1 PROPOSED NEW \ FIXTURE AND \ POLE. NEW POLE /.2 4 TO MATCH EXISTING .40 6.0 4.3 3.0 2.2 1.8 1.6 1.5 1.5 1.5 PROPERTY BOUND 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 ,2 4.4 3.4 2.6 2.1 1.9 1.9 2.0 2.2 2.5 POLE RELOCATED TO PROPOSED LOCATION 0 2.9 2.5 2.1 1.9 1.9 1.9 2.0 2.2 2.5 kn' 0 D �8 1.7 1.7 +.7 .7 1.9 2.1 2.5 i BENCHMARK: FILED'X' ON F.H. W _ �LANGEl80L-T- 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 Col A w .5 1.7 2.1 2.5 1.2 1.4 1.7 2.0 0.81 0.9 1.1 GENERAL NOTES 1. PHOTOMETRIC PLANS ARE PROVIDED FOR INFORMATION PURPOSES ONLY. 2. MEP CONTRACTOR TO PROVIDE LIGHTING SYSTEM DESIGN. INCLUDING JUNCTION BOXES, CONDUITS AND CONDUCTOR SIZE. 3. SOURCE OF POWER FOR LIGHTING TO BE CONFIRMED BY MEP. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR SERVICE LIGHTING NOTES: 1. NEW POLES AND FIXTURES TO BE INSTALLED AS SHOWN. 2. MOUNTING HEIGHT OF NEW FIXTURES ON EXISTING POLES IS ASSUMED TO BE 20FT. 1.1 1.5 1.9 2.4 3.1 V 1.4 1.7 2.3 I3.3 4.5 PROPOSED NEW 1.6 F1XT�RE Q.7EXIST�L 5.5 P � P 1.8 2.1 2.3 2.0 5 L// 2.6 2.1 2.1 9 E I= r-+.2 EIL r 3 Z.4 L 2.9 2.3 +2.9 2 6 8C 2.5 2.4 2.4 + PROPOSED NEW FIXTURE ON EXISTING PgLl� 3 2.5 2.4 2.3 2.5 3.0 2.2 2.2 2.2 2.4 2.8 3.5 5 D 1.7 1.8 1.9 2.1 2.3 2.7 + + + + + + + + + + + 0.7 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.5 1.7 1.8 2.0 0.5 0.6 0.7 0.8 0.8 0.8 0.9 0.9 1.0 1.1 1.2 1. 0 0�,f 0.1 .1 .3 0.4 0.4 0.4 0:4 0. 0.irl 0. 0.5 0.5 0.4 X x X X PROPERTY LINE ADJACENT TO COMMERCIAL .. PROPERTY ©' 9 0 L 2 2 2 4 i /// /// IIP•111 Olin Nil PROPERTY LINE ADJACENT TO COMMERCIAL PROPERTY LUMINAIRE SCHEDULE SYMBOL LABEL QUANTITY ARRANGEMENT DESCRIPTION MANUFACTURER HEIGHT LAMP WATTS LIGHTING LOSS FACTOR A 3 SINGLE ECF-S-48L-1A-WW-G2-4-HIS-BK GARDCO 20'-0" LED 160W 1.0 B 2 SINGLE LPW-32-70-WW-G3-2-BK STONCO 9'-01, LED 65W 1.0 C 1 SINGLE ECF-S-48L-1A-WW-G2-5W-BK GARDO 20'-0" LED 160W 1.0 LIGHTING CALCULATIONS AREA ILLUMINANCE-AVG. MAX (FC.) MIN (FC.) AVG/MIN MAX/MIN PARKING AREA 2.2 16.6 0.3 7.5 55.3 PROPERTY LINE 0.22 0.5 0.0 N.A N.A GRAPHIC SCALE IN FEET 0 10 20 40 cn z 0 w 01 0 ro N L N "' U Q Z % O UI p F- z O Q O U ro O N CC) U Q Z O r' 0 oOI' o o r 0 7 N J O N � = r W Y o o � - a Y Q J E N 0 mleO O r z r r EL N 3: w w o' N O Y Y 0_ N O ON � 0 � H \ � m > a- Q CDQ N 0 > co m W a \ z z Y CD W Q w 1 CD a N U W 0 Y 0 = U Q L.L CD_ Z 0 > QD W Z J W U M ZO� w W w > z O W J 0 < m Q SHEET NUMBER CL-101 I I I I H I -Le'1132 large wall sconce O = Stonco LytePro LED large wall sconce LPW32 features outstanding value Project: w in a compact, architectural design. This powerful and precise combination Lacatlon: offers outstanding energy savings with excellent photometric performance. 0A.Mo: Y LPW32 is ideal for building perimeters and corridors in addition to wall lighting Type: G Tapplications requiring strong lateral spacing and forward pattern projection. Lamps: oty; Notes: O 00 Ordering guide Example: LPW32-70-NW-G3-3-120-PCB-BZ L_ 3 Prefix Wattage LED Color/Gen Distribution Emergency Voltage � LPW32 s LPW32 LytePro 32 70 7OW NW-03 Neutral White ype -- one 120 120V m LED Large 90 glow 4000K 70 CRI 3 Type 3 EBP Emergency Battery 208 208V Well Sconce 50 60W Generation 3 4 Type 4 Pack' ra 240 240V WW-G3 Warm White 7 277V 3000K 70 CRI Generation 3 347 34N o_ 480 480V U O UNV 120-277V (50/60Hz) m 1 HVU 347-480V(501 Q U o Dimming controls Motion sensing Photocontrol Location Finish o 0 0 O 0 I FAWS Field IMRIB Motion sensor PCB Phstocon[rol BAC' Meets the Textured v Adjustable #3 Lanai '6 Bui requirements of SK Black E Wattage the Buy American WH White y Selector° Act of 1933 (BAA) a BL Bi-level BZ Bronze n functioneliTy2.° DGY Dark G Gray c MGY Medium Gray O - Customer specified 0 RAL Specify optional color or RAL (ex: OC-LGP or o 01 v G 3 CC Custom colsupply for or (Must PPY color chip � vI required factor opts J C 0 - O Stocked luminaires - Ordering guide i''' LPW32 LytePro LED large wall sconce Dimensions o N Catalog Number Description Master Poek, only UPCCode Z `o Z LPW32-G8-8-OGY LPW32,70W, BbOmA, 4000K, Type 3,120-27N, Dark gray textured paint 3 822262813889 s r � LPW32-G3-8-BZ LPW32, 70W, 650mA, 4000K, Type 3, 120-27N, Bronze textured paint 3 622252813896 O Stocked accessories - Ordering guide (Must be ordered separately)' N :V Catalog Number Description Member Pack, Oty UPC Code V L 3 I LPWCVRPLT-BZ' LPW Universal well cover mountinglate Bronze textured paint P P none (none) 190098144880 J � J s ' Emergency battery backup(EBP) available with 5OW configuration only ' Failure to properly select the'BAC' suffix could result in you receiving m ,3 ° Not available in 347 or 480V product that is not BAA compliant product with no recourse for an RNA or p) a Not available with BL. FAWS or PCB refund. This SAC designation hereunder does not address (I) the applicability „ 0 of or availabilityof a waiver under. the TradeA Agreements Act or ii the'Bu g O v � � °Not available with other control options. America' domestic content requirements imposed on states, localities, and 'n E 5 Available only with BL diming option other non-federal entities as a condition of receiving funds ad ministered by p ° M ust specify voltage the Department of Transportation or other federal agencies. 1 0 1 Other colors available upon request as made -to -order ° Consult Signify to confirm whether specific accessories are BAA-compliant. Q L IL/ pus =) N LPW32_LyuPro_sconce 10/21 page) of 3 cC N c O 0 0) n Sit1 a - a AreCM GARDCO EcoForm U by E ECF-S small area light C o N m L m Gardco EcoForm Gen-2 combines economy with performance in an LED area Project: luminaire. Capable of delivering up to 27,800 lumens or more in a compact, low Location: 1 `o profile LED luminaire, EcoForm offers a new level of customer value. EcoForm catNo: 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 Typo' 0 o control systems available for further energy savings. Includes Service Tag, our Lamps: City: 3 innovative way to provide assistance throughout the life of the product. Notes: C L 0) u 0 s j 3 Ordering guide example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY 0 � v �! C ECF-S EcoForm 32L 32 LEDs 365 365mA Wai Warm White AR' Arm Mount Type 2 120 120V site and (2 motlulea) 630 530mA 3000K, 70CRI (standard) 2 Type 2 MR Auto Front Row 208 208V C 0 area, small Generation 2 ]00 ]OOmA 2-90 Rotatetl left 90° AFR-90 Auto Front Row. 240 240V IA 1050gi - sure fie Thefollowing 2_2]0 Rotatetl right 270D Rotated left 906 277 27N :J m 1.2A 1200mA 4000K, 70CRI mounting kite AFR-2]0 Auto Front Row. 8/] 34N or O Generation 2 must be ordered TvoB9 Rotated right 2]Oo UO 480V => �- 48L d8 LEDs 900 900mA CW-G2 Cool White separately (See 3 Type BLC Back Light Control UNV 120-27N 2f accessories) 3-BO Rotated left 91 BLC-90 Back Light Control (50/60Hz) (3 motlulea) 1A 0050 mA Generation Genara[lon2 n SF° Slip Fitter 3-270 Routed right 270- rotated at 90° M347-480V O Mount Woes BLC-2]O Beck Light Control (50/60Hz) 64L 64 LEDs 900 900ni (Fits to 2-/e" routed at 270' m 4 Type 4 (4 motlulea) 101050mA O.D. tenon) LCL'° LEED Corner d WS Well mount - otate a t 90. Optic Left E withconsurface 4-270 Rotated right 270D RCL- LEED Corner m uit Tsai Optic Right T L rear entry `t permitted 5 Type p RAN- Retrofit arm 6W Type SW "- mount kit Z) 0 E O o V V m V � � N V - DW- 0-10V External dimming IMR18- Integral with Pi Photocontrol Fu¢ino Square Pole Adapter Tfxdnd J m (for controls by others) #3 tons Button F19 Single(120,277. 347VAC) included in standard BK Blacif :V Doti Dual Circuit Control IMRIT•ImegralwKh TLR06-^ Twist Lock F29 Double (208, 240. 480VAC) Product "H last C W FAWS•4- Field Adjustable Wattage Selector 07lens Receptacle TB- Terminal Block BZ Bronze 0) u 17 > LLC'^'^' Integral wireless module 6 fin Pole Mount Fuelno BL'x'+• Bi-level functionality TLRDT°^ Twist Lock FPi° Single (120, 277. 34NAC) RPA- Round Pole OGy Dark Grey N m Receptacle FP2- Double(208. 240, 48OVAC) Adapter MGY Medium Gray SRDR^°^a^ SR driver connected to Mega socket fits to S.S. (I Y TPinals FP3° Canadian Double Pull O.D. pole) CLE O TLRPC°'°"^ Twist Look 208, 240, 480VAC) Specked DmaDlmmar Automatic Profile O'mm'ng Raga tacos w/ ( HIP Internal House RAL Specify optional O n(ei CSGWs Safety 60% Dimming, 7 hours Photocell flume Protection MOM standard) Side Shield color or RAL w Cli Median 50%Dimming, 8 hours SP2 Increased 20kA Custom out color CC Cuatomcolor J E Milli Safety 30% Dimming, 7 hours (Must supply r Cli Median 30% Dimming, 8 hourschip for required m factory quote) W C_ 21 1. BL-IMRI3n equipped with out -boarded sensor housing When 10. TLRD5, Ill and TLRPC napuble pine 465 an capped off 16. Not available signs DD. DCC, FAWS and LLC dimming G voltage is HVU(347-48OV) when ordered with any ofthe Dimming controls DD or controloptlons. ZZ m 2. Mauntetoad'round pole with adapter inducted for FAWSor LLC. 17. When ortlerinp SRDR. controller (by othere)mbe used on - O _ a plea. 11. Not evallable lnd8OV. Order hotocel se Betel with TLRD6/7. socket must be SR compatible Seespecifications far more P P P Y P ( _ - Limit ovehorirontel. 13. Not available with DCC. time. All7pioia NEMA avaed tolewith maximum of 45degrees [9 � reteptanlarecnnectedult 4. Not cntrolpting to SR 4. Not available with other dimming control options. 13.Not evaileblewlM SF and INS. RPM provltled with black receptacle am connected to SR driven SRDR noteveileblawith J v 6. Not available with motion sensor. Plnlehat°ndard Ti or TLRPC. m 6. Not available with photocantrol. 14. HIS notavallabie with 6. But BLC, BLC-90 BLC-270. LCL 19.0-lOVctimmmgdriver standard. N L Z)8. 7. Must specify a motion sensor lens. or RCL optics. 19. LCL and RCL not available with 4BL-1.2A or 04L-1A. Not available in 347 or40OV 15. Not available with OD. DCC, and! FAWS dimming 1 ✓ S. Must spxlty Input voltage. control options. J C in m 0 a O m _1 C On J U�. L U C DS Y o ECF-S_EcoForm_aree_smell 01/22 pagelof9 r�T 0) � n a m a7 ° m o � u n m C m 5 � 3 N �+ m L W 0 p J .. E n U � G O L Z ~ IF 4.V 02 cm) 12.0' 30 cm 9.2' 23 cm Luminaire weight: sibs (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 J-Box mounting hole pattern O 1 O 10.0 5 inn (2 )a O 121L) 0 1 t5' motion sensor lens on ion of theirsensor teat itchEBP `Location I car) (42 cm) .I when ordered with EBP when ordered with When er With 0" (4 18.16 (48 cm) LED Wattage and Lumen Values Type Type Type LED Average _ Total Current Color System Lumen BUG Efficacy Lumen I BUG Efficacy Lumen BUG Efficacy Ordering Code LEDs (mA) Temp. Watts Output Rating (LPW) Output Rating (LPW) Output Rating (LPW) LPW-32-50-NW-G3 32 400 4000 45 6026 B2-UO-G1 133 5899 B1-UO-01 130 5.710 B1-UO-G2 126 LPW-32-70-NW-G3 32 650 4000 65 SA25 B2-UO-Gi 130 8,248 B1-UO-G2 128 8,139 Bi-UO-G2 126 LPW-32-90-NW-G3 32 900 4000 90 1 10,992 B2-UO-G2 122 10.761 B2-UO-G2 120 10,618 B2-UO-G2 118 LPW-32-50-WW-G3 32 400 3000 45 5455 B1-UO-Gi 120 5340 B7-UO-G1 118 5.169 B1-UO-G7 114 LPW-32-70-WW-G3 327 2 660 3000 65 7,626 Bi-UO-G1 118 7,466 B7-UO-G2 1/6 7,367 Bi-UO-G2 114 LPW-32-90-WW-G3 32 900 3000 89 9.951 B2-UO-G2 112 9.742 B2-UO-G2 109 %613 B2-UO-G2. 1082 LED Wattage and Lumen Values - Emergency mode Ordering Code Total LEDs LED Current (mi Color Temp. Average System Watts Type 2 Type 3 Type 4 , ormal Emergency Normal Mods Emergency Mode Normal Mode Emergency Mode Normal Mode Emergency Mode LPW-32-50-NW-GB-EBP 32 400 4000 45 10 1 6026 1871 5899 1832 5710 1T74 LPW-32-50-WW-G3-EBP 32 400 3000 45 10 1 5455 1695 5340 1659 5169 1606 Values from photometric tests performed in accordance With IESNA Li and are representative of the configurations shown. Actual performance may very due to Installation and environmental variables. LED and driver tolerances. and {laid measurement considerations. It Is highly recommended to confirm performance With a photometric layout. NOTE: Some data may be scaled based on teats oPsimilar (but not Identical) luminaires. Contact factory for configurations not shown. Predicted lumen depreciation data Predicted performance derived from LED manufacturer's data and engineering design based on IESNA LM-80 methodology. P 9 9 9 of Actual experience may very due to fields application contllUons.L Is the predicted time when LED performance depreciates to 70%of P Y Y PP 70 P P P initial lumen output. Calculated per IESNA TM21-11. Published LJo hours limited to 6 Times actual LED test hours 'ant Tem eratuml Cal tedL Ho rTM-21 Lumen Maintenance % at 60000 hire 1 'ro � Anti, P Per up to 440°C 200.000 hours >54,000 hours >9596 Optical distributions Based on LPW32-70-NW-G3 at 20' mounting height 41 dM ant 9 ant 2 2MN. ppp, _ 2M a5 c ?ti 1 1 0 0 o 4MH 3MH 2M1 1141 0 1MH 2MH antl 4MH sell 3101 2M1 IMN 0 1MN 2MH 3MH 4MN 4M1 SMH 2MH 1M1 0 IMH 2MH sell 4101 Type 2 Type 3 Type 4 LPW3220' mounting hen ht LPW8220'em"Untin height LPW3220'mountin hen ht Mounting height 18 ft 20ft 23ft Mourning height I.M 20ft 23ft Mounting height 18 ft 20ft 23ft Multiplier 1.05 1.00 O.B3 Multiplier 1.14 1.00 0.79 Multiplier 11.16 11.00 10.76 LPW32_LytePro_scon<e 10/21 page 2 of 3 ECF-S EcoForm small Area luminaire Ecol'orm Accessories" (ordered separately, field Installed) Shlolding Acomeodae Footnotes 20. Not available with Type 5 or 5W optics 2L Consult Signify to confirm whether specific accessories are BAA,complient House Side shield Standard optic orientation: HIS-32-H°0 Internal House Side Shield for 32 LEDs (2 modules Internal House 5ide Shield for 48 LEDs 13 mo uss HIS-64-H°° Internal House Side Shield for 64 LEDs (4 modules Optic at 90 or 270 orientation: HIS-32-V2° Internal House Side Shield for 32 LEDs (2 modules) HIS-48-Vr° Internal House Side Shield for 48 LEDs (3 modules) HIS-64-V°c Internal House Side Shield for 64 LEDs (4 modules) Luminalm Aa rlx ECF-BD-G2 Bird deterrent ECF-RAM-02-(F) Retrofit Arm mount kit ECF-SF-G2-(F) Slip Fitter Mount (fits to 2 S/8'OD. tenon) ECF-WS-GZ-(F) Well mount with surface conduit rear entry permitted Ecolooan PW2 Ecoloorm PTF3 EcoForm PTF4 (pole top utter fite 23/8-21/2'OD x4"depth tenon) (pole top fitter Tag 3-31/2"ODx 6" depth tenon) (pole top fitter fits 311 OD x 6" depth tenon) PTF2-ECF-S/L-1-90-(F) ) luminaire at 90- PTF3-ECF.S/L-1-90-(F) lluminalmat90o PTF4-ECF-S/L-"O-(F) iluminaireat900 PTF2-ECF-S/L-2-90-(F) 2luminaires at 90° PTFB-ECF-S/L-2-90-(F) 2luminairesat 90° PTF4-ECF-S/L-2-90-(P) 2luminaires et90D PTF2-ECF-S/L-2-180-(F) 2luminaires at ISO- PTFS-ECF-S/L-2-180-(F) 21uminaires at 180° PTF4-ECF-S/L-2-180-(F) 2luminaires at 180° PTF2-ECF-S/L-3-90-(F) 3luminaires at 900 PTF3-ECF-S/L-3-90-(F) 3luminairesst 90° PTF4-ECF-S/L-3-90-(F) 31uminalresat90° PTF2-ECF-S/L-4-90-(F) 4 luminaires at 90o PTFB-ECF-SR-4-90-(F) 4 luminaires at 90' PTF4-ECF-S/L-4-90-(F) 4luminalresall PTF2-ECF-S/L-3-12Oi 3lumineires at 120' PTF3-ECFS/L-3-120-(F) 3 luminaires at 120- PTF4-ECF-S/L-3-120-(F) 3luminaires 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 RS-ECF-S-32L-lA-NW-G2-AR-3-UNV-BZ 912401466002 RS-ECF-S-64L-lA-NW-G2-AR-3-UNV-BK 912401634560 RS-ECF-S-32L-lA-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-1A-NW-G2-AR-4-UNV-MGY 912401466017 RS-ECF-S-32L-1A-NW-G2-AR-4-UNV-BZ 912401466004 RS-ECF-S-64L-lA-NW-G2-Aft-4-UNV-BK 912401534561 RS-ECF-S-32L-lA-NW-02-AR-4-UNV-MGY 912401466005 RS-ECF-S-64L-1A-NW-02-AR-5-UNV-BZ 912401466018A RS-ECF-S-32L-lA-NW-G2-AR-4-UNV-BK 912401534565 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-1A-NW-02-AR-5-UNV-BK 91240153456' RS-ECF-S-32L-lA-NW-G2-AR-5-UNV-MGY 912401466007 RS-ECF-RAM-G2-DGY 912401466487 RS-ECF-S-32L-lA-NW-G2-AR-6-UNV-BK 912401534666 RS-ECF-RAM-G2-MGY 91240146648811 RS-ECF-S-48L-lA-NW-G2-AR-3-UNV-BZ 912401466008 RS-ECF-RAM-G2-WH 912401466485 RS-ECF-S-48L-IA-NW-G2-AR-3-UNV-MGY 912401466009 RS-ECF-RAM-G2-BZ 912401466486 RS-ECF-S-48L-lA-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-H 912401466489q, RS-ECF-S-48L-IA-NW-G2-AR-4-UNV-MGY 912401466011 RS-HIS-48-H 912401466491 RS-ECF-S-48L-IA-NW-G2-AR-4-UNV-BK 912401534558 RS-HIS-64-H 912401,1664111 RS-ECF-S-48L-IA-NW-G2-AR-5-UNV-BZ 912401466012 RS-ECF-S-48L-IA-NW-G2-AR-5-UNV-MGY 912401466013 RS-ECF-S-48L-tA-NW-G2-AR-5-UNV-BK 912401534559 RS-ECF-S-64L-1A-NW-G2-AR-3-UNV-BZ 912401466014 RS-ECF-S-64L-1A-NW-G2-AR-3-UNV-MGY 912401466015 ECF-S_EcoForm_aree_small 01/22 page2of9 Gardco EcoForm Gen-2 combines economy with performance in an LED area luminalre. Capable of delivering up to 27,800lumens 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 ECF-S EcoForm 132L 32 LEDs 365 365mA WW-G2 Warm White AR• Arm Mount site a" (2 mod Wes) 630 530mA 3000K. 70CRI (standard) area, small 700 700mA Generation 1A 1050mA NW -rig Neutral White Thefollowing 1.2A 1200mA 4000K, 70CRI mounting kits Generation must be ordered 4BL 48 LEDs Cali Cool Whhs Separately (See 800 800mA Worries) (3 motlulea) to tOOmA 5000170CRI acceries) Generation 2 1.2A- 1200mTk Spin Slip Fitter Mount (fit. to 2111 64L 64 LEDs 900 900mA (4 motlulea) li 1050MA O.D. tenon) WS Well mount With surface conduit rear entry permitted RAM' Retrofit arm mount kit LA Project: Location Cal Type: Lamps: Oty: Note. example: ECF-S-64L-900-NW-G2-AR-5-120-HIS-MGY 120 120V Type 2 Am Auto Front Row 208 208V Rotated left 90° MR-90 Auto Front flow, 240 240V Rotated right 270° Rotated left 90' 2n 27W MR-270 Auto From Row, 347 34N Rotated right 270o "0 480V Type 3 BLC Back Light Control UNV 120-27N Rotated left 90° BLC-90 Back Light Control (50/90Hz) Rotated right 2706 routed at 90° HVU 347-480V BLC-270 Beck Light Control (50/6OHz) routed at 270° Typed LCL-LEED Corner Routed left SOP Optic Len Rotated right 270° RCP LEED Career Optic Right DD"' 0-1 OV External dl mmin 9 IMR13- Integral With 9 PCB- Photocontrol Fusin � Square Pole Adapter 9 p (for controls by others) #31ena Button F• Single (120. 27, 34]VAC) included in s[antlertl K Blac DWi Duel Circuit Control Mining Integral with TLRD6'°^ Lock F2• Double (208, 240, 480VAC) product WH White FAWS•°- FieldAdjustableSelector #]lens less) Reasonable Receptacle 6 Pin Pole Mount Fusing TB'° Terminal Block DG Bronze Wireless LLC'^'^' Integral wireless motlule module Ty SR TLRD]'°^ Toilet Lock FP1° Single (120. 2T1, 347YAG) RPA- Round Pole Day Dark Grey driverleval SRDR`• connect gapRaea.an SR driver connected to Zhage socket Receptacle FP29 Double (208, 240, 480VAC) Adapter (fits to 3"- 9.9" MGY Medium Grey ] pin FP35 Canadian Double Pull O.D.Oternale) Cuetemera0eolRed Dma0lmmar Automatic Profile Dimming Lock TLRPCe.m.nm Receptacle Receptede w/ (208, 240, dBOVAC) HIS" Internal House RAL Specify optional CS60a• Safety 50% Dimming. 7 hours Photocell Sums Protection MOM standard) Side Shield color or RAL CM601° Median 60%Dimming, Bhours SP2 Increased 20kA ax: RAL7024 C3901° Safety 30% Dimming,? hours tom color CC (Must supply color CM30c' Median 30% Dimming. B hours chip for chip fo required cote) factory quota) 1. BL-IMRI3R equipped with out -boarded sensor housing when 10. TLRD5. TLRD7 and TLRPC receptede pins 4 It 5 are capped off 16. Not available with DD, DCC. FAWS and LLC dimming voltage is HW(347-48OV) when ordered with any of the Dimming controls OD or control options. 2. Mountain ed mubliolewitlladapterincludedfor FAWS or LLC. 17. When ordering SRDR, controller (by others) to be used on square olds. q P 11. Not available In 480V. Order hotocellse separately with TLRD5/7 socket must be SR compatible Seee specifications for more P D Y P D 3. Limited [oemaximum of 46 degrees aiming above horlrontel. g B 12. Not available DCC. Oatells. Consult factory Porleetl time. All] inein NEMA Y P d. Net available with order dimmingcon[rolo one. options. 19. Not evalleblewlth SF antl WS. RPAa rovltled with black receptacle are connected to SR tlriver. SRDR notavailable with P e P 5. Notemilablewith motion sensor TLRDS or TLRPC. 6. Notevellablawith photocpntrol. HISn taailabl 14. HIS not available with Type 5. 5W. BLC. BLC-90, BLC-270, LCL 18. 0-10V dimming tlrlvententlard. 7. Must specify. motion sensor lens. or RCL optic¢. 19. LCL and RCL not available with 48L-1.2A or 84L-1A. 8. Not available In 347 or 480V 16. Not available with DD, DCC, and FAWS dimming 9. Musts specify input voltage. P Y P 9 controloptions. ECF-S_EcoForm_aree_smell 01/22 page l of ECF-S EcoForm small Area luminaire 3000K LED Wattage and Lumen Values 'aTe' v ern MEMIUM Toth Ordering Cotle LEDs ECF-S-32L-365-WW-G2-x 32 LED Current BmU Color Temp. Aearaga System Watts Tyler Lumen BUG EHkary Output Rafting OPWI Type Lumen BUG EHleary Output Rating (LPW) 5428 Bt-UO-G2 136 Type4 TmeS 1 Type SW Wmen Output BUG Rating Efficacy prv0 Lumen Output BUG Rating Efficacy (LPW) Lumen Output BUG Retilg Efficacy (LPIV) 365 3000 60 5,508 Bt-Ui 138 5,637 Bt-UO-G2 141 5,790 B3-UO-G1 145 5.604 83-UO-Gl 140 ECF-S-32L-530-WW-G2-x 32 530 3000 56 7,159 B2-UO-G2 129 7,056 81-UO-02 127 7.327 Bi-UO-G2 132 7.526 83-UO-M 135 7.284 03-UO-02 131 ECF-S-32L-7W-WW-G2-x 32 700 3000 73 9.234 B2-UO-G2 127 9,034 B2-UO-G2 124 9,452 82-UO-G2 130 9,707 B4-U0-G2 133 9.395 B4-UO-G2 129 ECF-S-32L-tA-WW-G2-x 32 1050 3000 106 13,001 B3-VO-G2 123 12,n9 82-UO-G2 120 13,306 B2-VO-G3 126 13,665 B4-UO-62 129 13,227 04-UO-G2 125 ECF-S-32L-1.2A-WW-G2-x 32 1200 3000 122 14.421 B3-UO-G3 119 14,108 B2-U0-G3 116 14,760 B2-UO-G3 121 15.158 B4-U0-G2 125 14,671 B4-UO-G2 121 EDT -S-dBL-9001 G2-x 48 900 3WO 135 17.115 W-UO-G3 127 10,744 W-0-03 124 17.518 B2-UO-03 130 V..990 B4-U0-G2 133 17413 B5-UO-G3 129 ECF-S-dBL-1A-WW-G21 48 1050 3000 159 19.381 B3-UO-G3 122 18,960 B3-U0-G3 119 19,836 B3-00-G4 125 20.372 B5-UO-G3 128 19717 B5-UO-03 124 ECF-S-a LAM-WW-G2-x a 1200 3WO 183 21.515 B3-VO-G3 118 21.048 B3-U0-G4 115 22.020 B3-UO-G4 121 22,616 85-UD-O 124 21MS B5-UO-G3 120 ECF-S-64L-900-WW-G2-x fi4 900 3000 178 22652 W-UO-G3 127 22161 B3-U0-G4 1, 23,185 B3-U0-G4 130 23 810 BS-UO-G3 134 23,045 BS-W-G3 130 ECF-S-64L-IA-WW-M, 64 1050 3000 206 1 25.620 1 B3-UO-G3 124 1 24.966 k B3-UO-G4 121 26.120 B3-UO-G4 127 26.160 35-UO-G3 127 25.964 B5-UO-G4 126 EMary (LPW) 62 58 57 56 54 57 55 58 Ordering Code Total LED. LED Current (") Coor Temp. Average System Watts Lumen Output Type MR BUG Being EMcacy LFW1 Umen Output BLC BUG Rating EMcacy (LPW) U. Output WLor RCL BUG Rating ECF-S-321--365-WW-G2-x 32 365 3000 40 5,706 B2-UO-GI 143 3.691 BO-00-G1 94 2.449 BO-UO-Gi ECFS32L-530-WW-G2-x 32 530 3000 56 7.417 B2-UO-GI 133 5,005 BO-VO-G2 91 3.183 111 ECF-S-32L-700-WW-GZ-x 32 700 3000 73 9,567 1132-1.0-0I 131 6409 301 89 4106 BO-UO-Gi ECF-5-32L-1A-WW-GT1 32 1050 3000 106 13.467 B3-UO-G2 128 9.024 Bi-00-G2 87 5.793 BO-UO-G2 ECF-S-32L-1.2A-WW-G2-x 32 1200 $000 122 14.939 IB3-UO-G2 123 10,010 B1-U0-G2 84 6,426 B0-U0-G2 EC1`-S-d8L-900-WW-G2-x d8 900 3000 135 17.731 B3-UO-G2 131 11.880 Bt-UO-G2 89 7.626 BO-UO-G2 ECF-S-48L-1A-WW-G21 40 1050 3000 159 20,076 B3-UO-G2I 127 13 453 B1-U0-G2 86 B,636 BO-UO-02 ECF-SJBL-I.2A-WW-G2z ECF-S-fi4L-900-WW-G2-x 48 fi4 1200 900 3000 3000 183 PB 22,288 23,465 B3-UO-G2 B3-VO-G2 122 132 14,934 15723 B1-UO-G3 B1-UO-G3 B1-UO-G3 90 10,093 BO-Uli ECF-5-fi0.-M-WW-G2-x fib 10,90 3000 206 1 26.437 84-L'i 1 128 1T7W 4000K LED Wattage and Lumen Values Ordering Code Total LEDs LED Current NA) Color Temp, Avenge System wads Type Wmen BUG EMai Output Rating (Ii Types Lomen BUG EMury Output Rating (LPW) Type4 Wmen BUG Efficacy Output Rating (LPW) Two Lumen BUG Efficacy Output Rating (LPW) PipeSW Lumen BUG Efficacy Output Retlng (Lpw) ECF-S-32L-365-NW-G2-x 32 365 4000 40 5.798 In UO-G1 145 5.713 B1-UO-G2 143 5.934 Bi-UO-G2 148 6.094 B3-UO-G1 152 5.898 B3-UO-G2 147 ECF-S-32L-530-NWiGF1 32 530 4WD 56 7,536 32-Uii 135 1,428 B1-UO-02 133 7,T13 81-1,10-132 138 7,922 83-UO-G2 142 7,667 B3-UO-G2 138 ECF-S-32L-W*-NW-G2-x 32 700 4000 73 9720 82-1.0-G2 133 9,509 32-UO-G2 130 9.949 32-1.11 136 10,218 34-1.0-G2 140 9.889 B4-UO-G2 136 ECF-S­S2L-lA-NW-G21 32 1050 4WD 106 13.685 B3-UO-G2 130 13.388 82-UO-G3 127 14.006 B2-VO-G3 133 14,384 84-1.0-G2 136 13.923 B4-VO-G2 132 ECF-S-32L-1.2A-NW-G2-x 32 1200 400 122 15,180 113-1.11 125 14,851 B2-U0-G3 122 15,537 82-UO-G3 128 15,956 84-UD-02 131 15443 34-UO-G2 127 ECF-S-68L-9W-NW-G2z a 900 40W 135 18,016 B3-UO-G3 133 17,625 B3-UO-G3 130 18,440 133-UO-G3 136 18,937 84-UO-G3 140 18.329 111 136 ECF-S-48L-M-11i 48 1050 4000 159 20401 B3-UO-G3 129 19,958 83-UO-G4 126 20.880 B3-UO-G4 132 21444 85-UO-G3 135 20.755 B5-UO-G3 131 ECF-5-4BL-1.2A-NW-G2z U 1200 4WD 103 UB47 53-UG-03 124 22.156 B3-WO G4 121 23,1n B3-UO-GA 127 23,806 B5-UO-G3 130 Zh W 85-UO-03 126 ECF-S-64L-900-NW-G2z 64 900 4WD 178 23,844 B3-UO-G3 134 23,321 83-1.11 131 24405 B3-UO-G4 137 23063 B5-UO-G3 141 24.258 BS-UO-G4 138 ECFi-60.-fA-NW-G2-x 64 1050 400 206 26,869 183-UO-G3 130 26,280 B3-UO-G4 128 27.495 83-UO-G4 114 1 27,526 I 05-UG-03 1 134 1 27,3010 1 B5-UO-04 1 133 Efficacy (LPW) 67 62 61 60 58 62 59 62 Ordering Oads Total LEDs LED Current Doty Costa Temp. Average System Watts Umen Output Type MR BUG Reding Macy (UPy) Lumen Output BLC BUG Rating EMcacy (LPW) Wmen Output WLor RCL BUG Rating ECF-S-321-386-NWi 32 365 4WD 40 6.006 B2-UO-GI 150 3.991 BO-UO-Gi 101 2.633 BO-UO-GI ECF-Sd2tr630-RW-N-x 32 630 4000 56 7,807 B2-UO-GI UO 5,412 BO-UO-02 99 3,423 BO-UO-01 ECF-S-32L-'A10-NW-G2z 32 700 4WO 73 10.070 B2-UO-G2 138 6.930 301 96 4.415 BO-UO-Gl ECF-S-32L-IA-NW-M-x 32 1050 4000 106 14,176 B3-UO-G2 134 9,756 BFUO-G2 94 6.229 BO-UD-02 ECF-S-32L5.2A-NW-G2-x 32 1200 400 122 15.725 B3-UO-G2 129 10.822 B1-U0-G2 90 6.910 B0-UO-G2 ECF-S-d8L-900-NW-G2-x 48 900 4WD 135 18664. B3-UO-G2 138 12,843 BFUO-G2 96 8.200 BO-UO-G2 ECPS-4BL-to-kinsi 48 1050 4000 159 21133 33-VO-G2 133 14,544 B1-UO-G3 93 9,286 50-UO-G2 ECF-SJBL-1.21-NW-02z ECF-S-84L-900-NW-G21 d8 fi4 1200 900 4000 d000 183 p8 23481 24,700 B3-UO-G2 lB3-UO-G2 128 139 16,145 16,998 Bt-UO-G3 B1-UO-G3 W 10,853 BO-UO-G2 ECF-5-fi IAO"W -m fi4 m50 4000 206 27.B2B 84-UG-G3 1 135 1 19,150 81-UO-03 ECF-S_Ecoloorm_aree_small 01/22 pege4of9 ECF-S EcoForm small Area luminaire 3000K LED Wattage and Lumen Values Ordering Cotle Total LEDs LED Current DnAI Color Temp, Average System Watts Type Output RMOutput Wmen ORT02129 Type3 Lumen BUG EMoaa7 Rating (LPN) Type4 Lumen BUG Efflceoy Ougut Retlng (LPyO Types Lumen BUG EMcacy Output Reties (LPW) Type SW Lumen BUG EMury Output Retilg (LPW) ECF-S-32L-386-Wil 32 365 3000 40 5,508 Bi-U 5,428 Bi-UO-G2 136 5,637 Bi-UO-G2 141 5.790 B3-UO-Gi 145 6,604 83-UO-Gl 140 ECF-S-32L-53 %W-GE-x 32 530 3W0 56 7,159 B2-U 7,055 B1-UO-G2 127 7,327 B1-UO-02 132 7,526 33-UO-02 135 7,284 B3-UO-02 131 ECF-S-32L-700-WW-G2-x 32 700 3000 73 9.234 32-1.0-G2I 127 9,034 32-U0-G2 124 9,452 B2-UO-G2 130 9707 34-1.0-G2 733 9.396 B4-UO-G2 129 ECF-S-32L-IA-WW-G2-x 32 TOW 3000 106 13,001 B3-UO-G2 123 12.719 B2-UO-G2 120 13,306 82-UO-G3 126 13665 34-tui 129 13,227 B4-UO-G2 125 SOT -S-32L-1.2A-WW-G&x 32 1200 3000 122 14,421 B3 to G3 119 14,108 B2-00-G3 116 14.760 82-UO-G3 121 15,158 114-1.0-G2 125 14.671 B4-UO-G2 121 Ecri "L-90tatine a-x 40 900 3000 135 17115 03-UO-03 127 19 381 B3-UO-G3 122 16J44 83-UO-03 124 17.518 02-UO-03 130 17.990 B4-UO-02 133 17.413 BS-UO-03 129 ECF-S-48L-tA-WW-G21 48 1050 3000 159 18,960 B3-1.0-G3 119 19,836 B3-UO-G4 125 20.372 35-UO-G3 128 19,7117 BS-U0-G3 124 ECF-5-48L-1.21-WW-G2z 48 1200 3W0 103 _21.515 B3-UO-G3 22652 23-M-G3 118 21.048 93-UO-G4 115 22,020 B3-UO-G4 121 130 22,616 23,810 85-UO-G3 35-1.0-G3 124 134 21.888 23.045 BS-UO-G3 B5-UO-G3 120 ECF-S-64L-900-WW-G2-x 64 900 3000 178 127 22161 B3-UO-G4 125 23.185 B3-10-G4 130 ECF-S,44L-1A-WW-G2z 64 1050 1 3000 1 206 1 25,On B3-1.0-G3 Type AFR BW RMing L 12d EMcacy (LPW) 1 24,986 Umen Output 83-00-Gd BLC BUG Rating 121 Wary O,PW) 26.120 lumen Output 1 B3-UO-G4 LCLor RCL BUG Rating 127 1 26,150 85-UO-G3 127 25.964 Efficacy (LPW) 62 58 57 56 54 55 58 Ordering Code Total LEDs LED Cumnt Inal Color Temp. A." System Watts Wmen Output ECF-S-32L-365-Iffaii 32 365 3000 40 5706 82-UO-Gi 163 31691 B0-UO-G1 94 2,449 BO-UO-Gi ECF-S-321-6W-Was i 32 5W 3000 56 7.dtT B2-UO-G1 133 6.005 BO-VO-G2 91 3.183 B0-UO-G1 ECF-S-32L-100-nisi x 32 700 3000 73 9.567 B2-UO-G2 131 6409 BO-UO-G2 89 4,106 BO-UO-G1 ECF-S-321-fA-WW-G21 32 ION 3000 106 13,46] 83-VO-G2 128 9,024 B1-UO-G2 87 5,793 BO-UO-G2 ECF-S-32L-1.OA-WW-G21 32 1200 3000 122 14,939 B3-UO-G2 123 10.010 B1-00-G2 84 6,426 BO-UO-G2 ECF- "L-900-WWii2-x 48 900 3000 135 17,731 B3-UO-G2 131 11.880 B1-U0-G2 89 7,626 BO-UO-02 ECF-S-48L-1A-WW-G21 48 1050 3000 159 20,076 B3-UO-G2 127 13453 Bi-UO-G2 86 8.636 30-lu ECF-S-49L-1.2k-WW-G x ECF-S-64L-900-WW-G2-x d8 64 1200 900 3000 3000 183 178 22,288 23,465 B3-VO-G2 IB3-UO-G2 122 132 TIS34 15723 Bi-UO-G3 B1-U0-G3 83 90 10,093 BO-W-G2 ECF-S-ML-fA-WW-02-x fi4 loon 30W 206 26437 B4-UO-G3 128 0,714 Bt-UO-G3 87 4000K LED Wattage and Lumen Values Ordering Cooke Total LEDs LED Current M Color Temp. Average System Watts Type2 Wotan BIM EM4ary put Rating OM Type Wean BUG EMceey Output Rating (LPW) Type4 Wmen BUG Efilomy Output Rating (LPW) e5 Type Lumen BUG EfBcaoy Output Rating (LPW) a SW Typal Wmen BUG EMury Output Rating (LPW) ECF-S-32L-365-111i 32 365 4WD 40 5798 1 Bi-UO-G1 145 5.713 B1-UO-G2 143 5.934 Bi-UO-G2 1 148 6.094 B3-UO-G1 152 5.098 B3-VO-G2 147 EUF 2L-630-NW-G2-. 32 530 4000 56 _ 7536 32 UO G2 135 9,720 52 U0 G2 133 13 685 B3-1.0-G2 130 15180 B3-UO-G3 125 18 016 33-1.0-G3 133 20,401 B3-UO-G3 129 22,647 B3-1.0-G3. 124 1 23,844 63-BG-G3 134 26863 B3-U0-G3 1.10 7,426 B1-UO-G2 133 7,713 B1-VO-02 138 7,,922 33-1.0-02 142 7,667 33-UO-G2 ECF-S-32L-70O-NW-G2-x 32 700 4000 73 9.509 B2-UO-G2 130 9.949 32-UO-G2 136 10218 34-UO-G2 140 9.889 B4-UO-G2 136 ECF-SS2L-IA-NW-G2-x 32 1050 4WD 106 13,388 62-UO-G3 127 14006 B2-VO-G3 133 14,384 34-1.0-G2 136 13.923 B4-UO-02 ECF-S-32L-1.ZA-NW-G21 32 1200 4000 122 14851 B2-UO-G3 122 15,537 32-UO-G3 128 15,956 14-UO-G2 131 15443 B4-UO-G2 127 ECF-3-48L-9W-NW-G2z 48 900 4WD 135 17625 19,958 B3-UO-G3 130 18.440 B3-UO-G3 136 18 937 34-U0-G3 140 18.329 B5-UO-G3 ECF-S-48L-14-ifisli 1 48 1050 4000 159 83-UO-Gd 126 20.000 B3-UO-G4 132 21444 B5-1O-G3 135 20.711 B5-UO-G3 131 ECF-5 UL-1.2A-NW-02z 48 000 1 4000 1 183 l 22,156 B3-UO-G4 121 23.179 B3-UO-G4 127 23.806 B5 UOGJ 730 23.040 B5-UO-G3 126 ECF-S-641L-900-NW-G2-x 64 900 4000 178 23,327 26 290 83-1.0-G4 131 241,405 B3-UO-G4 137 25.063 B5-U0-G3 141 24.258 BS-UO-Gd 138 ECF-S-fi4L-M-NW- -x 64 TWO 1000 206 W-UO-04 128 2]495 B3-VO-GO 134 27526 B5-UO-G3 134 Z7.330 BS-UO-G4 133 Ordering Cotle Total LED• Current Doty LED$400056 Temp.ts age em TYPe AFRFOL_ Lumen BUG output Rating EMcacyUG (LPW)ting BUD LCLor RCL EfBeacy, (LPW) 67 62 61 60 50 62 t59ECF-S-UL-1.2MNW-G2-x EMcacy (LPW) Uman Output BUG Retllp ECF-SS2L-365-NW-G2z 32 366 6,006 B2-U0-01 150O-Gt 101 2,693 BO-UO-GI EDF-S-32L-530-NW-G2z M 530 7,807 82-UO-Gi 140 5412 BO-UO-G2 99 3423 SO-UO-Gi ECF-S-32L-100-NW-G2-x 32 700 10,070 82-UO-G21 138 6,930 BO-UO-G2 96 4AS BO-UO-G1 ECF-S-32L-1A-NW-G2-x 32 1050 6 id.176 B3-UO-G2 13d 9.]56 B1-UO-G2 9d 6.229 BO-UO-G2 ECF-S-92L-1RA-NW-G21 32 1200 2 15725 B3-VO-G2 129 10 822 Bt-UO-G2 90 69t0 BO-UO-G2 ECF-5-4BL-9W-XW-G2z 48 900 5 186fid. 83-UO-G2 138 12,843 B1-UO-G2 96 8.200 BO-00-G2 ECF-S-48L-IA-NW-G2-x 48 1050 4000 159 21133 B3-UO-G2 133 14,544 BrUO-G3 93 9.286 BO-UO-G2 M 1200 4000 183 23fl61 B3-VO-G2 128 16,145 B1-UO-G3 90 ECF-S-fi4L-900-NW-G2-x 64 900 4000 178 24,700 B3-UO-G2 139 16996 Bt-U0-G3 97 10.053 BO-UO-G2 ECF-S-M-M-11W-G2-x 64 1050 4000 206 2],828 B4-UO-G3 135 19.150 B1-UO-G3 94 ECF-S_EcoForm_area_smell 01/22 pege4of9 (n Z _O (n W 01 O to N L N U < Z> 0 !n p F- Z Q O U = N 0 O ccU_ O N n U Q Z O I'7 D_ A�O O O Q to _ ^ W Z ~ O W U) cooJ 0 N � W Y - a Y Q J N N 2i 00 N J J ■ �Ie O O r Z } } a N 3: U N N O Y Y � LLJ 0 (n ~ (n m m CL 0 Q 7 Q < N O W m W W Z CD Z Q Y w 1 0 Q N V Ul W O Y O S U J Q Ilia- W 0 Z_ 2 0 J 'Nr • Rme� Z ri Z W Z J Um Z Q� W W W > Z 1. Y U (D v rose W Ld J Q SHEET NUMBER CL-102 c v 0 0 Q ° i s 0 T O 0 s 3 a 0 L v 0 ° a a ° ° 0 s Y n 0 0 a 0 0 0 0 3 N Z y Q � o i U w Z_ - 3 z a 0 � o 1 L_ 3 i i E � o � L c 0 0 0 i o z ° Q o J w o `w J a 0 �a of � C n ° `o I w c c w U � O E N c ° o m � n J N I 3 U � C s U 3 m c � 0 I o N � a a v n Y w L_ Y 0 0 c 0 D ° M v 9 ° v ° v Nw V O t .. � C n w E m n ° z Q o 1 � v Z v z L Z m QC _ v � n o ° O � J o ° Y � ° n a v T ° �0 ° n v L r a 3 0 0 J- U E ° 0 0 or ALBEMARLE COUNTY -ENTRANCE CORRIDOR OVERLAY DISTRICT AND SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (US ROUTE 250- EC Overlay) 5.4 Large Deciduous Tree (1 per 35 LF) 10' Landscape setback along road. Large shade street tree (3.5" 10 188.E 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 City. 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 III-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 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: 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 trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. PREVAILING WIND 1 DECIDUOUS TREE PLANTING NOT TO SCALE :ADER 1RSERY 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 ATION. 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 SHED 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. 0 LL Z r W Lu r- J X - w CO \� / I L C _� s, _7E 20' x 20' WATERLIN �A$f MEN Cl) Cl) 0I a+ ro PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER CV 5 Crataegus viridis'Winter King' Winter King Hawthorn 1.5" Cal. B&B LS 2 Liquidambar 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. VIA 7 Viburnum dentatum'Blue Muffin' Blue Muffin Arrowwood Viburnum 24" HT MIN. CONT. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE 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. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. 0 10 0 '0 M m w Q 0 Cn Z O w 01 o M N L N z, < z% O �i o z Q o O U ro O N CC) U Q Z or,o- Z 04 'D ^ Z o r 0 7 N J Ocl� N � = W Y - a Y Q J E N 0 O � me O 0 rl- TH 4 � E IZA GRACE MACHEK LiC. No. 001682 091, 0/21A%. Z M M EL N 0 0 01 LLJ N O 0 � � \ m r a --;I- QO N Q o > m m o a \ Z Z Y 0) W Q w 1 CD a N W 0 Y o = U Z W J U Z W LL] I0. V Z J 0 Z I- Z .j 0. TF TF I I] // SHEET NUMBER CP-101