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HomeMy WebLinkAboutSDP202100080 Plan - Submittal (First) 2021-10-250 O N N ¢ C O C O T N E Y O T 0 0 L 3 N N O C N N O O Q c 0 0 T v Y C 0 0 a 0 v 0 0 N O .L. 3 3 0 o L � 3 � C = N Y E 0 > -o L `O N ¢ u N Y) a n O C 2 o E i ¢ o w 0 �N L N 0 � E a a 0 I n v v n oN _ 3 J D L O N L E 3 _o 0 I U C �o V 1N 1)o +> a n > u JI � J y Y L Y 0 E = c v O v JJ � n � ti � N 4 ui U O V N V w 0 N c 0 N o E U � U N w C y� O N n O Y � w 'v > L � v J L �y J C N I N ¢ v � a N 0 C O y o� J � U O O Y Y a � v C 0 N N L n L L 3 v N E ° O n m � u 0r PROJECT CONTACT LIST APPLICANT/DEVELOPER NEW MARKET PROPERTIES, LLC 3284 NORTHSIDE PARKWAY, SUITE 515 ATLANTA, GA 30327 CONTACT: JASON HORNE EMAIL: JASON@NEWMARKETPROP.COM TEL: (678) 705-4504 OWNER NEW MARKET — HOLLYMEAD LLC 3284 NORTHSIDE PARKWAY STE 515 ATLANTA GA, 30327 CIVIL ENGINEER Kimley»>Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RICHMOND, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY—HORN.COM ARCHITECT IONIC DEZIGN STUDIOS 3307 CHURCH ROAD, SUITE 200 RICHMOND, VA 23233 TEL: (804) 780-0070 CONTACT: EUGENE THOMPSON EMAIL: ETOONICDEZIGNS.COM SURVEYOR JENNINGSTEPHENSON P.C. N LAND SURVEYORS & PLANNERS W+ JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 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 VICINITY MAP SCALE.- 1 " = 500' INITIAL SITE PLAN FOR ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT SHEET INDEX SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GEN ERAL NOTES CV-101 EXISTING CONDITIONS CS-101 SITE PLAN CS-501 SITE DETAILS CG-101 GRADING PLAN CU-101 UTILITY PLAN CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 LANDSCAPE PLAN CP-501 LANDSCAPE NOTES AND DETAIL TOTAL NUMBER OF SHEETS: 11 PROJECT DATA SITE STATISTICS PARCEL ID: 03200-00-00-04300 SITE ADDRESS: 109 COMMUNITY STREET ZONED: PLANNED DEVELOPMENT MIXED COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACTAREA DEVELOPMENTAREA PROFFERS: ZMA-1993-00006, ZMA-1995-00017, ZMA-2001-00019, ZMA-2006-00007 EXISTING USE: RESTAURANT (VACANT) PROPOSED USE: RESTAURANT WITH DRIVE-THRU BUILDING SIZE: 2,325 SF BUILDING HEIGHT: 20' 8" TOTAL SITE AREA: 12.93 AC. TOTAL DISTURBED AREA: 0.29 AC. TOTAL IMPERVIOUS COVER: 0.24AC. (83%) OPEN SPACE: 0.05AC. (17%) STEEP SLOPES: N/A FLOOD ZONE: THIS PROPERTYAPPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNINGSTEPHENSON, P.C. ON SEPTEMBER 10, 2021 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°07'39" N LONGITUDE: 78° 26' 30" W RECEIVING WATER(S): SOUTH FORK RIVANNA RIVER VAHU6CODE: JR08 BUILDING SETBACKS FRONT: 10' (SEMINOLETRAIL) SIDE: 0' PARKING SCHEDULE PARKING PROVIDED: 21SPACES HANDICAP SPACES PROVIDED: 2 SPACES TRAFFIC DATA AM PEAK HOUR TRIP (ENTER/EXIT) 3/2 PM PEAK HOURTRIP (ENTER/EXIT) 18/15 VEHICLETRIPS PER WEEKDAY 734 APPROVALS DATE DEPARTMENT OF COMMUNFFY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT w 0 0 r7 N N U < Z > O v ,7 0 U = N :2 0 U m p ¢ Z O n 0 O O ' O I U) o w 7 m J 0 U1 � _ cl� W Y W o 3 <a = � Y ¢ J 00 N J o 0 TRTER B. BAUM ic. No. 060141 01221202I .4 V O N O U V) � w 00 ON Li c=n 00 aN a m m aN O N o } m o ¢ z z w _ 0 c7 3 u Y ¢ v ¢ w (U/l O O U w w r2 V ) W 0 U v / a W u 1� W J o LL /0/�// LL O 0 LLI I- Q Lu W U LL 0 O Ld J w Ld m m z Q SHEET NUMBER CA-100 C N N O O a 0 C O x I v E Y 0 T 0 0 r 3 0 N ti 0 0 a 0 `o x T E a 0 0 a 0 0 C O NN `o C D 3 n O z 5 Z 3 J �- Y E w z 0 w o � r o Q J u o L n = a O o i a E Q 0 o o � E N n Q I � 0 � n o a L o :J 3 O O � S L S 3 o = o I � N � o h h o a _ n I w Y n N Y m y L `o V = V O JJ n � y .N U _ V m 0 ti V � N N O n o � � E 2 n N w c C z J o Q _ Y � w 'd Z � w r 7 _r I y Q � a m � C y O d J � U O O L Y Y a � m n ° C 0 =s n " s L 3 o J rn O 0 n E n � 0 O o 0r CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA ® 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. B. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT. EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE. 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. w Q O N M N U Q z � OLd vi o z O Q U = N O U N m p cc U z o n 0 0 N coo �\ Q I z U) o w 7 m J U N � _ W Y w U 3 J Y J O p N J J U - O � III o o TRTER B. BAUM LiC. No. 060141 01221202I X z m :E d V O N O U V) � w O O = O Li N N 00 N ¢N a m 'm d O N o > m o Q z z w _ O CD 3 u Y ¢ v ¢ w U Ul w O D O x U W `W 1 0 Z J rA�r' I..L W Z W W Q W z W J o L.L /0/ LL OULI 0- N0 < Q _ D_ LLI W U LL 0 u Q L,J J Q W W m Z Q SHEET NUMBER CA-101 0 N Ln 0 i� 0 o cn N48042'30"W - 60.01 — — SS JI 1 / I I I I I I 1 / 1 /1 ac� I / I 1 1 1 I /1 1 O 1 p(�N^O 1 1 1 I 1 1 I 1 1 1 I I I I 1 1 II I I I N 1 N I I I I' I 1 I I II In In P`� I o� CP I �tx G�oe�� / TARGET CORPORATION / D.B. 2896 PG. 171 PARCEL ID: 03200-00-00-043BO N48042'30"W 163.26' io Nr� � O C) DOS ' �' P 50 �t �� �4 G� G-� �A r,:� /V 15_RCP � o I Lc, w 0 , I , I I , I I' I II I o, I I II I I I I II I II I I I �I I, I I I' I II I I' I II I II I II I �I I I I 0 I I I I II I II I II I II I I I II I I I � I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I t, I � I I I , I , I , I , I , I , I I I I I I I I I I I I I I , I I , I I I I I I I I I I I i I I <oT �o F� 24"RCP oho �oR <DTo. V/ F LEGEND BENCHMARK HANDICAP PARKING • BOLLARD SHRUB TREE SIGN ® DRAINAGE INLET DRAINAGE MANHOLE co CLEAN OU T �u UNKNOWN VAULT �s SANITARY SEWER Vu UNKNOWN MANHOLE TP TELEPHONE PEDESTAL TR TRANSFORMER LIGHT POLE UTILITY POLE 0 ELECTRIC METER E❑ ELECTRIC BOX © GAS METER Du UNKNOWN MANHOLE SIAMESE HYDRANT Wv N WATER VALVE OHEOHE— OVERHEAD ELECTRIC WOODS LINE GRAPHIC SCALE IN FEET 0 5 10 20 �o� 0 O Q C O C O I v E Y O T d ° 0 0 3 n 0 L N O C y N O N Q U 0 0 T v Y a c 0 0 a ° 0 0 O 0 O 0 m 3 0 O 3 E z 0 Q O J -O yj L n c 0 0 _ u c I � n L ma o a n E c '- 0 ° `O ° ° v v L � O E N � n ° Q I o 0 � 3 O L J s O 3 O N O E o = u I c ° � N n h � n > m :J v I ° J L Y `o Y w c0 E v a h D � n - N m V � J v V 0 V c n o m U C ° Z v Q ° J _ Z C n L �_r c I m n � � a v 0 C O y O d J � U O O Y Y a � v n ° c 0 L L n " L L 3 Y J � o 0 .. 0 n E n � 0 0r I NORTHING: 39 34123.19 EASTING: 11499619.44 '-'p — — ADA SIGN EXISTING PAVEMENT (SEE SHEET CS-501) AND STRIPING (TYP.) 11 TIE TO EXISTING CURB J z--R10.0' R10.0'� PROPOSED FENCE (SEE ARCH. PLANS) I PROPOSED SIDEWALK (SEE SHEET CS-501) I PROPOSED LIGHT_I—I POLE (TYP.) �U 6" WHITE STRIPE (TYP.) 12.0' 1 10.0' NEW MARKET-HOLLYMEAD, LLC D.B. 5125 PG. 209 PARCEL ID: 03200-00-00-04300 ro N ry S S41_17'30"W _ 104.43' 20 0 — — q'00 ADA PARKING SYMBOL I N (SEE SHEET CS-501) I o CONTRACTOR TO RESTRIPE EXISTING PARKING SPACES AS NEEDED FOLLOWING MILL AND OVERLAY 9.0, 1 CONTRACTOR TO MILL AND OVERLAY; ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE 5' CROSSWALK. NORTHING: 3934162.06 (SEE SHEET CS-501) EASTING: 11499733.44 O I T�qi x S41°17'30"W --- 53.41' , 4- VDOT CG-12A RAMP — — — — 2� TIE TO EXISTING CURB R1-1 STOP SIGN AND R5-1 "DO NOT ENTER" SIGN (SEE SHEET CS-501) ?- 18" STOP -BAR 200 SF PATIO (SEE SHEET CS-501) (SEE ARCH. PLANS) TIE TO EXISTING CURB. CONTRACTOR TO REPAIR AND REPLACE CURB AND GUTTER AS NECESSARY DRIVE-THRU �A WINDOW CONCRETE CURB CUT Fl* > CONCRETE DRIVE AISLE 4 1• PROPOSED t2,325 SF CHIPOTLE FFE: 544.19 EX. TRANSFORMER R15.0' EX. TELEPHONE PEDESTAL R15.0' 14.0' CONCRETE STEPS AND -29,4' = STAIR HANDRAIL R15.0' (SEE SHEET CS-501) 20.0' .M - ' e CLEARANCE BAR o 0 (SEE ARCH. PLANS)ui o LOOP DETECTOR (TYP. OF 2) c o (SEE ARCH. PLANS) N e 10 I ..' > " Iz 10.0' 7.7' EXISTING PAVEMENT 100 t. AND STRIPING (TYP.) N GI O >D BM #2 �R15.0' N OCODRNER EXISTING SIDEWALK ° II ELEV=542.74 CONTRACTOR TO REPAIR SIDEWALK I AFTER WALL DEMOLITION AND rn CONNECT TO EXISTING SIDEWALK ..e N N) TIE TO EXISTING CURB U� R2.0' TARGET CORPORATION D.B. 2896 PG. 171 PARCEL ID: 03200-00-00-043BO EXTENSION OF BRICK SCREEN WALL I e 18" STOP -BAR (TO BE DESIGNED BY OTHERS) (SEE SHEET CS-501) PROPOSED DUMPSTER 6" WHITE STRIPE (TYP.) EXISTING SCREEN WALL 1,\-Rl-1 4" WHITE STRIPE AT 45' STOP SIGN AND R5-1 "DO NOT ENTER" SIGN (SEE SHEET CS-501) CONNECT TO EXISTING SCREEN WALL NORTHING: 399891..45 FASTING: 11499891.35 — — S40°04'16"W �— 255.95' — S40°21'51"W 114.56' -- 43.89' S42'35'23"W -- 44.45' S42°35'23 NORTHING: 3933974.44 EASTING: 11499787.07 .� O ,A 40P� �— '`oo SEMINOLE TRAIL U. S. ROUTE 29 SWBCORNER OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 GRAPHIC SCALE IN FEET 0 10 20 40 0� �y SITE LEGEND LIGHT DUTY PAVEMENT SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE DETAIL ON SHEET CS-501 HEAVY DUTY CONCRETE SEE SECTION ON THIS SHEET A. ° o d A. VDOT STD. CG-2 SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. REFER TO SHEET CS-501 FOR DETAILS. 5. TWO COATS OF TRAFFIC PAINT SHALL BE SUPPLIED FOR ALL PAVEMENT STRIPING. 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 6" AIR ENTRAINED PORTLAND CONCRETE CEMENT W/ MIN. 650 PSI FLEXURE STRENGTH & MIN 4000 PSI 28-DAY COMPRESSIVE STRENGTH + + + + + + + + + + + + + + + + ++++++++++++++++ �-8" UNTREATED AGGREGATE, TYPE 1, SIZE 21A/B SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOILS STANDARD PROCTOR METHOD MAX. DRY DENSITY (ASTM-d1557) TO A DEPTH 8" MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE Z O w z z Z 0 N M N U Q Z % O o Ld Z o UO U = N O U N E m U cc U z o n 0 0 0 o c Q I z U) o w 7 m J U N � _ cl W Y w o O 3 _ Y Q J 0 0 N J o 0 TRTER B. BAUM iC. No. 060141 01221202I .4 V O N O U V) � w O O = � O L N N a Q N m m p N Q o } m o Q z z w _ O CD 3 u Y V w < S u O O U m Q LlJ z C� CY N� LL LLJI J o0�/ LL OLLI 0— N0 < QIJ _ EL. LLI L U LL 0 O U LLI J Q w w m Z Q SHEET NUMBER CS-101 C } m N N O_ w N Q a S��F{tq�C'14, F x 30 5� JO\�� �pnY SAWCUT CnONTROL JOINT GO��O� 4" CONCRETE, MIN. 3000 PSI STRENGTH T E Y Y 4" COMPACTED VDOT TYPE I SEE CONCRETE #21-A STONE BASE V) o SIDEWALK SECTION BROOM FINISH 0 t7k91'!,p'11� 9 il,illl,l t{'1:9V - _ a 0 LLI " �0 6�Q s ��� � 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11= ,� � —III—III—III—III—III—III—III—III—III—III—III—III—I e a y o COMPACTED SUBGRADE N (WHITE LEGEND, RED BACKGROUND) NOTE: REFER TO o N GEOTECHNICAL REPORT FOR z a FINAL SECTIONS AND DETAILS APPLY 1/2" THICK PRE -FORMED PLAN SECTION 0 EXPANSION JOINT FILTER C O N a DO NOT ENTER SIGN (R5-1) CONCRETE SIDEWALK L O Z' Y T N C Z 18"x12" R7-8 SIGN Q o TYPICAL AT ALL GREEN LEGEND ON WHITE Z U _ N � o ACCESSIBLE SPACES BACKGROUND; WHITE SYMBOL a o x c RESEM ON BLUE ON WHITE ¢ o af PARKING BACKGROUND 0 w o 0^ o a mo 1.5' 2.0' in Q w I o w o z~ o w ADA SIGN POST z o Nco g o (PER DETAIL) a = w Y o 12"x6" R7-8P SIGN z 1 w o o y TYPICAL AT ALL VAN GREEN LEGEND ON BACK OF CURB o a ACCESSIBLE SPACES ¢ o: Y J VAN WHITE BACKGROUND w 3 N in (L ACCESSIBLE 04 o 0 0 0 J 30 12"x9" PENALTY SIGN 0 OO y (AS REQUIRED BY STATE o OR LOCAL CODE) - E o 0 STRIPE WITH 2 COATS OF WHITEwile w °° REFLECTIVE TRAFFIC PAINT STRIPE CROSSWALK WITH 2 COATS WHITE REFLECTIVE TRAFFIC PAINT y TH 1 ° u N NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. N ` ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING v CARTER B. BAUM ic. No. 060141 E �0 0�22�20L v o 30" V a Q 0 AL U ° SIGN PER PLAN z m m (ALUMINUM, 0.08" 'v SHAPE AND SIZE VARIES 5 i6 BOLT IN 3 8 THICK, HOLE (TYP. OF 2) � m I- m E U O N O U V) of 0O -o W 0 N Ln m — O w r a �— —�—� N �\ > o p m a I � I arf� oN Q O 'm a �•`� v� z z Y 00 I Y a N a w 3 v= ADA PARKING SIGNAGE D o I vU o o s (PER DETAIL) M > o u ISIDEWALK - AND PAVEMENTAREAS \ / I u 0 0 o Z VARIES 0 m 2" I.D. SCH. 40 °a 3" GALVANIZEDIn GALVANIZED STEEL PIPE a SQUARE TUBE o 'J w (WHITE LEGEND, RED BACKGROUND) UI ° O Y ` _ STOP SIGN (R1-1) LLJ USE 4" SCH. 40 STEEL PIPE � � Q ° FILLED WITH CONCRETE WITH o 0 TOP ROUNDED. PAINT TRAFFIC o ri m ^ E c YELLOW IF SIGN IS WITHIN O N N PAVED AREA OR SIDEWALK o R-4„ ro 0 0 1 v ° SLOPE TOP OF PAVEMENT rn N CONCRETE _ V J FINISHED GRADE v O O N ° 2 COATS OF 4" ° GROUND PAVING SURFACE WIDE BLUE TRAFFIC _ -III- N w PAINT (TYP.) III I •:II —_I O E a —I I III I IIIIII o f : I a: — Q LLI IIII a o 4000 PSI CONCRETE I w 1 _ •- "00000000 I FL III``._IIII. w v 6" DIAMETER W z CONCRETE BASE R=14" 6" O V)E Q 0 LL � O C O I� �' J NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA LLI Y N ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST w uw �o a U O cn L Y L Ld t 3 J 0 ° Q U o III W H O L LJ m o Z Q m m D SHEET NUMBER O ° r CS-501 Eli 6 C N y 0 Q 0 C `o T E 0 ° T 0 0 y o W W W 6 0 Iz I00 I � /545/ W / O I� I 1 � I � I v I 544.48 544.48 I 0-) P P 0 ' O -CONTRACTOR TO RAISE RIM OF EX. 0 - SS MH TO PROPOSED GRADE SS - a +- -� SS -�- SS -544- - s44 � NORTHING: 3934162.06 EASTING: 11499733.44 Q N �� --►� w w w S 41 1�7 3 0 W _ 5 3.41 x\ y Y VDOT CG-12A RAMP SS - - �- - - � T 544.03 TC ME= = I= = I I I= Q 4 4.1 O� I I !• I I �5I 4.02w I I= I I I= I_ 543.95 Q `0 TC ME. . - 544.00 TC4.06 TC HP TC ME s TC ME o -TC ME -.. .. .. 543.87 \ o rr V TC 1 /I 543.98 543.80 - 544.11 . . 544.10 - TC TC I 1 ° i Iin � 544.03 FS TC BC b - 2' CONCRETE CURB CUT \ TC 544.19 .. S 544.14 FF - _ 543.44 / \ 544- - FS 544.15_ - \ - TC ME \ TC - - � o 00 z 5 I I 543.84 \ TC419 sI TC E I 1 b I 543.29 z _ Y o I I II �' ��a _ I TC ME Q I / 543 / \is�\I r a3 \ 544.05 ETC HP / 544.19 TC FF - _ hN5 a �� w n E - / i E T- H OLLYM EAC, LLC I N PROPOSED ±2,325 SF - - CHIPOTLE N 5125 PG. 20 / ° I 544.15 544.19 v I N FIFE: 544.19 ► - D3200- 00- 0 - 04300 I = FS FF a � LO 0in % • \ / 542.79\s // Q j �\ �Lj 100 TC \ / \542� ° � s ■ E 3 I = e A2 \ 2' TRANSITION 5 / N / I TO FLUSH CURB LIMITS OF DISTURBANCE (TYP): Gj (A ° •` � -� - / 542.18 I 0.29 AC. G! o - 0 542.56 / 544.19 543.21 543.18 _ TC �_ yo TC / �5kti w FF FS FS a - / 542.25 / I nn a/ / TC 544.FS 543.OS / / / d M I I IO 3 M #2 541.63 N V7 NE CORNER Fs v1 � (n I / l s ` OF D.I. I I 541.63 543.07 ■ I G� FS 542 IFS -I ELEV=542.74 o I 541.57 / 543.05 I TC BC �- i FS E o I /-----�\ 54 I TC 11 /--P41.65. 541---�/ n / �- ITOP=542.55 \ INV=236.75 TC' 1 /. s LQ TIE TO EX. SIDEWALK 2' TRANSITION - I TO FLUSH CURB U) I I I I I - TRAFFIC TO INSTALL 30" ti ` ` `�: - - TRAFFIC RATED NYLOPLAST INLET S 0 I 540.41- 0� -=T - `� Fj V o II /TW BW b SS O rS = = - `� \ °° \ J ° 11 /�..� 3 1'� \ 541.12 /i�� 540.93 0 \\ �if- IM 1 TC1.12 S TCME z _- Q C / o / 53 II TIE TO EX. PAVEMENT' - .. �°` I z_ I- - 541.80 �` w` _ \ lII 540.7P SPO.ME \ $40\ C _ /- \ LY9 BW •94 - -r T - !� yI = = V��V ==I �y.I =, \ A\ h c � 541.25 1-P41.16 P41.02 � � 1 540.81-- �� � \ - _ - -539 �I y SCREEN WALL TO FUNCTION AS �� - - - P - - - 538E - •\ \ j RETAINING WALL IN THIS AREA = = = = = =- - a (TO BE DESIGNED BY OTHERS) 536.65 �I - - - -� 537� 1 1 15"RCP \ C RIP -RAP J -0 (TYP.) \ DRAINAGE TAWAYY FROM EX. QO I \ \\� OP=539.62 I WALL TOWARDS INLET / Y a ^\ 35.85 I I, L=535.90 INV 5 11 \ n11\ -535- _�// ��_-538 - - - - - - - - - - - - - - - - - 11�\`---- i--- ---537- ----------- 536--------------- ,� rr�� _ ---- 5�s 0# �- 9HE� OHE - - - OHE Eo \\1------------------------------------------------ SHE= _--_ -QkiE- v -534-- _-szq�z� _ _ _ -S49021 'SOU ----- 1-1-4 5 - -------- ° '��"bG - 44.45' E- - - - - -532- - - - - - - - - - - - - - - - - - - - - - - - - - - - - n - - - - - - -532- - - - - - - - - - - - - - - - - °o--------='531--------------------------------------------------- T \-------------531-------------- OO IO r ---------- _- - - - - - - / - 546- - -_ SAWCUT LIMITS (TYP.) ALL EDGE OF PAVEMENT ELEVATIONS SHOULD MATCH EXISTING PAVEMENT I CONTRACTOR TO MILL AND OVERLAY - ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE I 544.50 544.46 P P GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION ME: MATCH EXISTING FF: FINISHED FLOOR ELEVATION HP: HIGH POINT ADA ACCESSIBLE ROUTE GRADING NOTES 1. ROOF DRAINS TO SPLASH ON GRADE. CONTRACTOR TO ENSURE POSITIVE DRAINAGE TO STORM OUTFALL. 2. ADA ACCESSIBLE PARKING SPACES ARE SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 3. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE DESIGNED WITH A MAXIMUM 1.75% CROSS SLOPE AND A 4.75% LONGITUDINAL SLOPE. CONTRACTOR TO ENSURE CROSS SLOPE DOES NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 4. CONTRACTOR TO MATCH EXISTING GRADES AT LIMITS OF DISTURBANCE AND ENSURE POSITIVE DRAINAGE. STORMWATER MANAGEMENT NARRATIVE STORMWATER ANALYSIS FOR THIS DEVELOPMENT WAS COMPLETED BY COMPARING THE PRE AND POST DEVELOPMENT CONDITIONS TO THE STORMWATER ANALYSIS FROM APPROVED PLANS SDP200300081. THIS SITE IS OUTFALLING TO THE EXISTING BMP AS USED IN SDP200300081. STORMWATER QUALITY: THE LIMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS (0.29 AC.) INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE SITE. NO PHOSPHORUS LOAD REDUCTION IS REQUIRED DUE TO THE REDUCTION IN IMPERVIOUS AREAS IN THE POST -DEVELOPMENT CONDITION. STORMWATER QUANTITY: STORMWATER QUANTITY FOR THIS DEVELOPMENT IS HANDLED BY COMPARING THE IMPERVIOUS COVER IN BOTH THE PRE AND POST DEVELOPMENT CONDITION. THE NET IMPERVIOUS COVER BETWEEN PRE AND POST DEVELOPMENT CONDITION IS REDUCED, THEREFORE STORMWATER QUANTITY IS MET AND NO FURTHER ANALYSIS IS NEEDED. GRAPHIC SCALE IN FEET 0 5 10 20 �y m m w Q 0 O N M N U Q ?> O vi o Ld z O U = N � O U N m p U z O rl 0 o O o / \ N co z ~ o w 7 c J p N � _ cl� W Y w o p 3 Y J o 0 E N J o 0 TRTER B. BAUM iC. No. 060141 01221202I X VLJJ O N O U V) � cn wo N w aN Q m m a� Q z z w _ O CD 3 u Y ¢ v) ¢ w u O O U V) Q W z u 0_ W J o0�/ LL 0 0 0- 0- < LLI W U LL 0 Q o LIJ J Q w w m z Q SHEET NUMBER CG-101 6 0 0 Q C 0 0 T E Y O T a 0 0 r 3 a 0 L N O c 0 O a 0 `O T v Y T C 0 0 a 0 0 C O 0 O C 3 0 0 3 Y ° 3 - SS Z Q C N i E r U _ o � J �EX. HYDR W � i - c U O U Cc I" GATE VALVE .. .. o TAP 2" DOMESTIC WATERLINE TO REMOVE EX. 4"X4" TEE AND REPLACE a PROPOSED 4" PLUG WITH 4" 45' HORIZONTAL BEND UTILITY QUANTITIES WATER QUANTITIES: 2" SCH. 80 PVC DOMESTIC WATERLINE 1.5" DOMESTIC WATER METER 4" PLUG 4" GATE VALVE 2" 45° HORIZONTAL BEND 4" 45° HORIZONTAL BEND SEWER QUANTITIES: 6" PVC SANITARY SEWER 4" PVC SANITARY SEWER 6" SANITARY SEWER CLEANOUT 4" SANITARY SEWER CLEANOUT 1500 GALLON GREASE TRAP N N NORTHING: 3934123.19 EASTING: 11499611 yq� S41 ° 17'30"W _ 104.43' o E PROPOSED LIGHT o POLE (TYP.) I J o 2" 45° HORIZONTAL BENDS `o v 1.5" DOMESTIC WATER METER E Q 0 NEW MARKET-HOLLYME D, LLC D.B. 5125 PG. 20 a PARCEL ID: 03200-00-00Q-04300 ° 3 2" 45' HORIZONTAL BEND \ Z J L u 0 3 12 TOTAL LF OF 2" SCH. 80 *'\ E `o PVC DOMESTIC WATERLINE y. o W. = v � I � 0 2" 45° HORIZONTAL BEND ' D. T^O O z 00 I� N O �0 NORTHING: 3934162.06 EASTING: 11499733.44 tiyq� S41°17'30"W _ 53.41' 1,';.y �s I 72 LF 1 EA. 1 EA. 1 EA. 3 EA. 1 EA. 78 LF 30 LF 4 EA. 1 EA. 1 EA. I UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. INSTALLATION OF A KNOX BOX IS REQUIRED. CONTRACTOR TO COORDINATE BOX LOCATION WITH THE FIRE MARSHAL'S OFFICE. 4. CONTRACTOR TO CONTACT ACSA 3 BUSINESS DAYS PRIOR TO ANY WORK ON ACSA UTILITIES TO SCHEDULE AN INSPECTOR TO BE ON SITE. 5S PROPOSED t2,325 SF \ CHIPOTLE EX. 6" SANITARY \ FFE: 544.19 I SEWER LATERAL e 1 SEE BUILDING PLANS FOR DOMESTIC WATERLINE > CONNECTION BUILDING DIOR00 I/FSANIARYCONNECTION / I \ \ S S \ Fn C4 \ BM #2 LOOP DETECTOR (TYP. OF 2) NE CORNER 11T \ SS OF D.I.(SEE ARCH. PLANS) ELEV=542.74 II TARGET CORPORATION \ �30 LF OF 4" PVC ® 2.70% D.B. 2896 PG. 171 / LOP-542.55 W PARCEL ID: 03200-00-00-043BO o CO 3 (TRAFFIC RATED) IIINV=23 v INV: 538.88 0? P5L OF 6" PVC 0 1.45% CO 2 (TRAFFIC RATED) O O Ih INV: 539.47 l� F SS CONNECT TO EX. 6" SANITARY SEWER LATERAL WITH TRAFFIC l _ n RATED CLEANOUT. EX. INVERT IS AN APPROXIMATION BASED ON I. SDP200300081 AS-BUILTS. CONTRACTOR TO CONFIRM LOCATION AND INVERTS OF EX. LATERAL PRIOR TO CONSTRUCTION 14 LF OF 6" PVC�.45% tiL CO 4 (TRAFFIC RATED) tiEj� S� INV: 538.50 GT 1 n1.45% RIP-RAPINV: 539.27 V(TYP.) 26 LF OF 6" PVC 0P=539.62 INV = 535.85 1500 GALLON GREASE TRAP GT 2 L=535.9n INV: 539.02 10 LF OF 6" PVC 0 1.45% (SEE SHEET CU-501)-- r - - OHE - NORTHING: 39339 74.44 J EASTING: 11499787.07 - OHE----OHE----OHE-- S40°21'51"W 114.56' SEMINOLE TRAIL SWBCORNER U. S. ROUTE 29 OF D.I. TOP=526.42 (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 18"RCP TOP=526.26 FL=520.40 0 NORTHING: 3934094.45 H CASTING: 11499891.35 43.89' W _O S42°3523W T 4_' O T O 18"RCP A SS86 TOP=526.18 INV IN=521.45 INV OUT=521.30 N O GRAPHIC SCALE IN FEET 0 10 20 40 0� �y Fixture No. of Fixture Fixtures Value 60 psi Fixtures Value (gpm) Bathtub 8 X Bedpan Washers 10 X Bidet 2 X Dental Unit 2 X Drinking Fountain - Public 2 X Kitchen Sink 2.2 X Lavatory 1.5 X Showerhead (Shower Only) 2.5 X Service Sink 4 X Toilet- Flush Valve 35 X Toilet- Low Flow Flush Valve 26 X Toilet - Tank Valve 4 X Urinal - Pedestal Flush Valve 35 X Urinal - Wall Flush Valve 16 X Wash Sink (Each set of Faucets) 4 X Dishwasher 2 X Washing Machine 6 X Hose (50ft Wash Down) - 1/2 in 5 X Hose (50ftWash Down) -5/8in 9 X Hose (50ftWash Down) -3/4in 12 X = - - = = = = = = = = = = = - - - - - = 0 0 0 0 0 2 4.4 0 0 1 4 2 70 0 0 0 0 3 12 0 0 0 0 1 12 Combined Fixture Value Total 102.4 Fixture Units Pressure Factor 1 Pressure Factor Customer Peak Demand (From Demand Chart) 54 Customer Peak Demand * Pressure Factor 54.0 Gal/Min Add Irrigation 0 Sections* X 1.16 for spray systems 0 Gal/Min Add Irrigation 0 Sections* X 0.40for rotary systems 0 Gal/Min * 100SF area= 1 section Separate irrigation meter Added Fixed Load 0 Gal/Min Total Fixed Demand 54.0 Gal/Min Note: Highlighted cell indicates assumed value for fixture type not identified in AWWA M22. Fora LEED project utilizing low flow fixtures throughout the building, the low flow flush valve typically has a water use of 501/6 less than a standard flush valve. The fixture value in this table has been conservatively reduced by only 25%from the standard flush valve fixture value. 1.5" METER FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Fbw NFF (Needed Fire Fbw) ENGINEER: Carter Baum, P.E. PROJECT NAME: TYPE OF CONSTRUCTION: NONCOMBUSTIBLE C-3 Class of Construction Coefficient = F: GROUND FLOOR AREA: 2,325 # OF STORIES Total Floor Area = AI (effective area) FIRE AREA CONSIDERED Construction Factor CI = 18 (F) (Ai)0.5 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 EXPOSURE (X) AND COMMUNICATION (P): Xl+P1= 0.00 X4+P4- X2+P2- X5+P5- X;+P;= X6+P6- (X+P)I = 1.0 + E.(Xi+Pi) DATE: 10/22/2021 CALL. BY: CBB 1 2,325 Ci: 750 (Worst Case) Occupancy Factor - Oi : 1 (Max X+P)i=1.75) 1.00 (n -NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NET - (Ci) (Oi) (X+P)II NFF - 750 Automatic Sprinklers: NO Reduction Factor: 0% % X NET - - 0 TOTAL: 750 Required Fire Fbw - Rounded: 750 gpm Fire Hydrants Required*: 1 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT SIGNATURE: 49' P.E. ' COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A.W.W.A. M-31, I.S.O.'s 1980 Commercial Fine Rating Schedule and I.S.O.'s 1980 Fie Suuures s ion Rating Schedule. 9/94 V) z 0 Cn > w o- C O r) N M N U Q z> O vi o Ld Z O U = N 0 U Y N Co cc U U z o r 0 0 0 o 04 I z U) o w 7 c J U N � = 0= W Y W O U �> a > > > Y J o 0 N J OO O 0 TRTER B. BAUM ic. No. 060141 0�22�202 � z m :E a_ V O N O U V) of w0 �0 0 wN = Cn a� ¢N Q 'm r m I") O N o } m o Q \ z Z w _ Y 0 ¢ CD v 3 ¢ w J Cn Q W Z: C� LY UJI LLLLI LL ILL n I..V < 0- 0- LLJ LJJ U LL 0 O w J \J\ < Q / w m M Z Q SHEET NUMBER CU-101 0 O ° a C O C O I v d ° 0 3 0 L 6 0 I a 0 Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.09 0.3 0.0 N.A. N.A. Parking Lot & Drive Illuminance Fc 2.99 7.5 0.5 5.98 15.00 Luminaire Schedule Symbol Label LLF Lum. Lumens [MANUFAC] Description MR3 0.950 17433 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-W-80LED-525mA-NW M R4-HS 0.950 13328 U.S. ARCHITECTURAL LIGHTING RZR-PLED-IV-FT-80LED-525mA-NW-HS WM3 0.950 11453 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-III-W-40LED-700mA-NW WM4 0.950 11153 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-IV-FT-40LED-700mA-NW [ EXISTING POLE 0.500 8991 TRACE-LITE TL106-HPS-150 U EXISTING GOOSEKNECK 0.500 8991 TRACE-LITE TL106-HPS-150 0 a +0. 0 +0. 0 +0. 0 +0.1 +0.1 +0.1 +0.2 +0.3 + .5 +0. 6 +0 +1 . 1 +1 .2 + . 0 +0.7 +0 6 +0. 4 +0.3 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 a o + + + + + + + T�i + + + + + + + 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0.5 0 1. tf.6 1.9 1.6 t°o + + + + + + + + + 4�° 1703 'W 0 • �� • f104.�33 0 .2 0 .1 � . 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 + + + + + + + + + + + + + EXISTING + R4-HS + + + + + + + + + + + + 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0. 0. 1.1 1.6 2.7 GOOSEKNECK 1- 0.3 0.2 0.1.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ° MH: 25 MH: 15 00 C ? 0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0. 0 1.3 3. p 1 . 0.3 i o. 2 + . 2 +0 .2 +0 .1 +0 .1 +0 .1 +0 .1 +0 .1 +0 .1 +0 .1 N p o+ + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.1 0.1 0.1 0.2 .3 0.8 2 7 3.5 .0 6. 6.2 6.7 4. 2. 0.7 0.4 .3 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 j�,pj�j /per ,pp� o .. + + + + + + + + 'vJ + + + + + �.A4 6JV + + + f + + + + + + + + + 3 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.3 0 2 .5 .1 .7 5.7 5.6 4. 2 0.8 10°4 .4 0.4 0.3 0.3 0.3 0.2 0.2 0.1 0.1 a = 0 Z� + + + + + + + + + + + + + + + + + + + Io + + + + + + + + 3 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0. 2.3 11 2 1 2.9 4.0 I4.0 4.0 3.4 2.1 0.8 6:.6 .6 0.6 .5 0.4 0.2 0.2 0.1 1 z0 + + + + + + + + + + + F + 9i + + + + + + + + _ 0. 0 0. 0 0. 0 0° 1 0. 1 0. 1 0 .2 0. 1. 7 2. 6 2. 5 210 2 .2 2. 6 2. 5 2. 9 2. 9 . 1 1�0� -} a 7 sp y ]._5 513.4'1 4- 0 6 0.3 0.2 0.1 J " O +L- + + + + + + + T T+J + + + _+ + + + + + + + + + + + + + H o 0.0 0.0 0.0 0.1 0.1 0.1 0.2 4 3.7 3.0 2. 2 3 .6 1 1.8 2.4 3.3 2.5 1.5 0. 0.4 0.3 0.2 J N + + + + + + EXISTING POLE + + +0 . 0 +0 . 0 +0 . 0 +0 . 1 +0 . 1 +0 . 1 +0 . 0 +4 . 6 +5.2 +3 .8 + + + 8 0 2 . 1 1 . 8 4 .2 8•. 2 ) 0 .5 0 .3 0.2 Y a R3 p MH: 15 o +0 . 0 +0 . 0 +0 . 0 +0 . 0 +0 .1 +0 . 1 + 4 M H : 15 +7 . 4 +4 . 6 + 8 2 + +2 9 2 +2 +4 . E0 54 +5 .5 +21.9 +1.1 +0 .5 +0 .3 +0 .2 0 1 + + + FF + « ° 0.0 0.0 0.0 0.0 0 .1 0 .1 . 4 L4 9 . 3 7 . 5 4 .7 WM 4 +4 .5 +3 . 4 +2 . 6 2 . +3 . 0 +3.9 +3. 1 +1. 8 +1 . +0 .5 +0 .3 +0 .2 ° MH: 15 a E + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.1 0.1 0. �Si6 5.6 3.9 1 8 °7 .4 5.5 3.7 2.7 2. 0 2.5 1.5 .9 0.5 0.3 0.2 Q �° ° + NEW M,ARKET�HOLLI�MEAD,+LLC + p + PROPO Dt ,325 SF 1 n + + + + + + + + + + + 0. 0 0.0 D�- 051 �G.026kj 0.1 0.1 6 3. 8 2 . 9 7 F 1:5 19 WM4 1 4.7 3.5 • 6 .1 1.9 1.3 .9 0.5 0.3 0.2 a ® MH: 15 o PARCEL ID: 03200-00-00-04300 3 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0. 0 +0.1 0 + 5 2.5 +2.2 + 9 2. 2 . 4 2 . 5 3. 3 2 . 4 11. 1 . 0. 6 0.3 0.2 O L N L + . + + . + + + + + + + + + + + N + + + + E 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .1 1.7 1 .1 .5 WM3 .1 .7 .1 3.9 3. 3 1 .7 6.5 4.6 2c2 1.0 0.5 0.3 0.2 MH: 15 to 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0 2© 7 4. 6V 16.2 3.9 1 6 5. 4 4 EXISTING POLE 1 +0.5 +0.3 +0.2 MH: 15 �o N 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0. 1.3 1.9 3.8 5 3 6.3 4. .5 4.0 21.0 0. 0.5 0.3 0.2 � n + + + + + + + + + + + + + + + R4-HS + + +j +++ +++0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 1 .0 2.5 2.9 2.9 2.4 1.9 1.8 MH: 156.6 6.3 4.60 .2 2.1 1 0 8 0.4 0.3 0.2 U + + + + + + + + + + + + + + + p + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0. 0.7 1.1 1.1 5.5 4.3 2 1 .4 1.0 0.5 0.3 0.2 0.2 I I + + + + + + + + + + + + + + + + + + + + + + + + + + + E 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0. 0.3 0.3 .4 .5 0.6 0.6 .5 0.4 0.5 0 5 .6 2 4.7 3.8 2.6 1 7 .9 0.6 0.5 0.3 0.2 0.2 0.1 0 7i + + + + + + + + + + + + + + + + `4 + + + + + + + + + + + n 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0 .1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 4 3.1 3.0 2.4 1.9 1 3 0.7 0.4 0.3 0.2 0.2 0.1 0.1 y RIP -RAP 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.1 0. 6 0.4 0.3 01.2 0.2 0.1 0.1 0.1 V > YN + + + + + + + + + + + + + + + + + L 0;0 0�0 0,0 0.0 0,0 0+0 0.00. 0. 0.0. 0. 1l $ 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0. 0 0��+.�-+C�I (Jr+(�.2.3 + +0 30FI' 2+0.(.2+0(.10 OOHE .1 +0.1 +0.1 +0.1 _ - _ - - + p - + �� S42°3.5'23N4 f- + �O .-- 40° 1 51 fin/ 114.56'+ + e+ 4 45 43.89' S40 04'16"W 255 +0.0 f0 . 0 0. 0 0. 0 0. 0 0 G 0. 0. 0. 0 0. 0. 0 0. 0 0. �. 0 0 .1 0 .1 0 .1 0 .2 IS42A2 OW 1 0. 1 .p T o tibo° Z J o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 Z ° @ r `o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o `o.o �I o PRAI�.o +o.o +o.o +0.1 +0.1 'o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o +o.o U. S. ROUTE 29 H (VARIABLE WIDTH R/W) i N J w � a m � C y O d J � U O O L Y Y a � m n ° C 0 L L n 0 L L 3 J � o n E m � U or Prepared by: LIGHTING VIRGINIA CENTRAL 40OG-2 Southlake Blvd. Richmond, VA 23236 Tel: 804-379-7777 www.lightingvirginia.com MH = mounting height in FEET NOTES: 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE JURISDICTIONAL CODES. 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE PROJECT. 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE OWNER'S REPRESENTATIVE. 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE DESIRED OR ASSUMED GRAPHIC SCALES. IT IS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. N GRAPHIC SCALE IN FEET 0 10 20 40 0� �y w Q 0 o 0 N M N U Q ?> O vi o LJ Z o Q O U N Of cc 0 cc U 1 z 0r,0 n of 0 0 I z ~ o w 7 c J U N � _ cl� W Y w o O 3 a < Y J 00 N J o 0 V O N O U V) � w 0 O Ln aN ¢N Q 'm r m } a� \ Z Z w _ O 3 U Y ¢ v ¢ w (U/l O O U V Z Q w z 0 W J o LL '0r' O0 LLI 01..� N- Q =LLI o' W U LL 0 U Q Ld J Q w w m Z Q SHEET NUMBER CL-101 Ui D O N w ¢ 0 O M > 0 E Y O Y O D L 3 w O m O 0 ¢ TO C 0 O E n C O D a O O C O O PAT .L. 0 C 3 ' v 3 J_ Q O w $ 3 C +. Z C N D � O J O 9 n y J C J O 0 m U C N D_ m d L n C 0 o a T O a :) E J U C N O L O I E 0 m Us 0 m ID `0 a O 0 I L w J 3 O +, 0 '- m L E 0 _ s O 3 = O Z) N 5 U V z rt C r) D h 0 w r- O a % I J a I G J w Y '5 n UsY 0 L E o ) - T 0 n -O ti � C 0 N w 0 N 0 �l 0 �- 0 Us m LID o O U C 0 N D J 0 Q C aJ 0 n w O 0 Z C _ 0 .7 N J L TO a) Z n 0 w J m a w C O T y O 0 J � TO O 0 L Y Y a N N n U C 0 m G m 0 LizY ) - 3 Y O N -) m Co O 3 0 .; M 0 E In D 0 o or 1 ~ coo name: LIGHTING 109 Community West Site VNROINIA SOLID STATE AREA LIGHTING M+aKTNAME BAZAR SERIES -LED ��1 S P E C I F I C A T I O N S OPRCALHOUSING He cast low Co M aluminum A356 di <0.2% co Heavy PP I.( oy. PPeO nimbly with iota ml cooling SEAT O tical Pocel rtwunti 9 P g g A surtace Is mmea Ilm ((surface variance <z .W2• ro Malrbro thermal i.nafer of heal to housing and cooling Ann. Solid bander wall see micaoomantlelnts Orel camated to o al W P P optic and electrical compartments are Integrated to creole one assembly. Minimum wall thickness la.l M'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy .At law capper aluminum (AS56 alloy: Mill copper assembN with integral coolirlg same, .... STEEL elecfncal compar menf and a flat su ace on live top of the arm to a modate a photocell receptacle. Solid barrier wall separates optical and electrical compentmentl optical compartment and electrical compartment with the Integrated support arm combine to male one assembly. Minimum wall thickness is .188". Cast and hinged driver assembly cover is InMgmted with whing compartment cover. PLFR-OPTICS EmiMers (LED's) are arrayed on a metal core PCB WwlwMl each emitter located on a copperthermal Mn. r d ant enclosed by an LED Wmctor. LED tics compWoly sell each IrMlvidual emitter to meet an lose rating. In aaymmetrla datiflau ohs, a (MODEM:RTRM.RTRRZRGBROSMAP) rosefiaetor i nslde the ref rector redireoh live h W M sitle.Mle, Output towards the VI side and fuWlons as a house side shelding element. Retractors are Inle molded H12 acrylic E h LED rehacro tl ro the PCB 'Me tl 1 R3 MTENTMNDING Is sea a over an emI ran a, refractors are retained by an aluminum frome.Arw one Panel, or T . groupof Ponela Ina flavetmaomeoptical. Man.LED standard are re0aclof produce standard site/area distributions. Pa A field replaceable and field roaiable ln90°Increment3. 1 LED DRIVER(S) Comfant current electronic with a power factor of >.90 and a RZR-G minimum operating temperature of -40°F/-40°C. Drlver(s) Is/are UL and out mcognized and mounted directly against the Electrical C ' T Housing To Facilitate thermal transfer, held down by universal D clamps tofacllitefe easy removal. In -line terminal blocks facilitate ring between the driver and optical arrays. Drivers accept an Input of 120-277M 5O/6OHz or 347V-480V, 50.6OHz (0 - 1DV dimmable driver Is standard. Driver has a minimum of MV Intemal T Surrgge proteoMon.Luminalm supplied With 20KV surge proteclor for - pzp, NRM 4pm.Mu• A 0:> feltl accessible instdid,fiom) emle.e LED EMITTERS I Higgh outfpput LED's are utilized "IN drive OumB mn in from 350mA fo 1050mak. 70CRI Minimum. LED's are available in - ~ 6 optional. •)ar (30o0K) Coon uM 'Mans WetCopol RZR &RZRM V�larm WntYllNe s LEWD AMBER LED's PG (Phosphor Converted Amber LED's utilize phosphors he create color output similar to LIPS lamps have a all MaU} ut gg P P p e blue spectral bandwidth. (True Amber) LED's RZR-MAF' c T amber only material that emits light in the amber spectral bandwidth only m t wHhoutthe use of phpsphon. FINISH EledroefdlColl a lied TGICPo er PowderCCoton aubatrote PP Nee 11 re aretl with 20 PIR power wash d 14o°E Four a media mow P P P step and Iron phosphates pretreatment for pmMatlon and pain}ANN adheslon.400°F bake for maximum hardness and dumUliy. MASTARM FITTER/ELECTRICAL HOUSING Feplaces standam Electrical Housingg. Fits marldard 2 3/8- O.D. M1orizonthl tenon Two (2) straps with hvo (2 b ft each en hmae adown live lower half of the tenon. Upper halt the tenon rests on 'DEC PENDING AB OF 7119 selfcenledng steps that position Me angle of the laminate at On, +1.5'.+1.5 or up from the hofIgmrIp.All hardware Is slalniss steel. a©U6 2020248 U.S. Architectural Lighting �•.w""1a-wa® Wlia"`al © ARCN® Submitted b Lighting M iRW-Central Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: • Job Name: uGHTFNG 109 Community West Site HS-PLED R4-HS VIRGINIA Notes: LV-CENT UlL 5M3 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg l) Approximato Av, qeWmens-4000K a.- do dou CULAULaru) 3AYM Sa3mA ]MN 1D'MK WtlY Mrrlee la aIM1 Wmne la)� WWx Unlw X'Dw WeXE . la . v s Yal ww� n IW w a65I 11 a)18 I m a6 Vw) M Cow Ise BT I: :-7 lea I. s m lm Af6 m m Two Ima NA ,antl '® Ira 1)6b 2�mg Y w 116Y1 1� tat PARM dW M, Tx39 1a1 b5 .1. 6)mI6 Is 19] naW 2E0 Iva 'dN0 sew YO al'Ft a3 ]w "A AV9 1® ryOPEPCE WMEM- .. IM M L.INITIAN LUMMa VME 5 L.O GREATERMREING SYSTEM ryA% COVM SdIRCE amTR CC! =K CM WOK=T (LED AM WLro Tin AMFs 24 Up za PLID"Do-, AR90- 3,133- 3.b3- MGM. 201 29 12D an MWuW-95ama MET 3.5% 3.on D] 0.10 24 If6 za PlIDETD lOr al ..ITE- Gant AVAI- m,m3. NPF 42 lz0 o3a MMub-az5m4 SAW LAW 6..676 R]] O15 24 .0 R4PLID=Op ' am a]22- a3M- m,W3. -2PF 56 IN MS FM -mL 491E as65 7 Max 277 SUM 24 aD Ra PIHI'O beag Ill ].]m- 8,586- N.M. .201 SR 1RD O.m -1 mT FMduW 050 9,375 &%6 9AW R]] D90 a Ica 4PL®ODIIW &SSS- &SD6- &86L- ma -1PF a IN " Madge-=5 4A08 ARM Am 277 M178 40 IED mPIID'OdMal 8,659- 7,656- 8,Mz- m,LW. -201 m 1RD O.ss 6b]uM imr Sizes &)84 9,)a9 Rn o.za a Up mPLHMCp11M 1Q2Ym- 9}M- 10.)52- Cea -A'F AT IN M73 MMW-]Wma 11.749 ll,lm 1SCOT 277 pA2 a LED mPLID•owl i 13,64z- 129e1- 10.321- m,W]. -201 in 12D I.lx MNub-1a I5W2 I0.8]0 III R]] OA9 a up mPLID•Cblkal &M2- az34- COMM - m.To. AS F 59 in DAS Fbdule.35pl,w 7,529 7,1M ],91N 277 MR a LED Mn OMka1 9330- MUR,- 9.797- W.M. -201 79 120 O.m MWUW-a2amA 10.]M 10.1]0 I'm P] 00 4a IED mRrVCpIKH 11735- I,.1m- 11Azz- a. -2PF 1. 1. .. MMl -]mma COMM 12N1 I4,137 277 us a LED mPIH✓opllml Ia1m- E5l 17,175- m.ae. -mF Ira 120 I.aa MMule-1O50mA Ee.]]E E].M2 19.)Iq Z10 0s8 Rm W Up mNID'Odkwl ]am- 1axM- N,3M- maa6. 3PF M IN M75 MMLM-SMm4 IM19 1LM IADW 277 031 M Up M o ' I PLa fine MAN- ,A..- lease- mW -ZPF in 120 1.10 Morale-szsmn u,B84 la9W 1&tie zn DART M Up wPl�' l 19,]6]- 1&]]9- 20.IM- m,D36+ QPF 174 lie I45 MMuM-70M. non 21,6M 2AS14 277 Obi 80 LED MPLm'OdAm Reath- z0.9m- 27.MS- m,QV+ 21-F 257 12D 2.22 MWUW-la SM. STABLE 31.630 277 D.96 Rona 80 UM wP oplbd imm- 1a4M- 11AM- 6aW0. ,201 87 IN M75 M ule-SEOM lzw 11,9M 1&192 277 0.S1 00 LED SO Pam'Oplcol Ea]35- Ili 16.522- m,N]. -A°F IN 1M 1,10 Moeule-SnmA IS,W4 I].151 18.95] R]] DA8 Bo LED mPlm°Wlkd 2l 19.071- 21.a78- 6yN7. -21•F 174 IN IJS Mosel -)O3mA 2Ama 21,M1 NAM 277 0.63 90 LED mPLH7wC oil 2]ad,- Made- SEA .- m,EW. -201 2M 1 222 Madae-IM5 31,]25 M139 33,311 P] .de ~wwPLw U.S.ARCHffECNRAL U.S. Architectural Lighting m r.mn Mam,Axar: ."`..'..dram.. © �® SubmiLletl L Ira MI inM-0entral Catalog Number: -W-40LED- Type: LIGHTING 109 Community West Site DMA-NW-XX-XX WM3 YI ROINIA Notes: TV CEN1eAL21a983 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL INN. INmA Uffal WMMS- LUMENS- L]O NG SYBIEM MAX CEMENT TYPE 30 E (HRYNREATER TEMIR MODEL _=K S K IHW (NR}1MRI TEMP WATn VIX18 IN%IrAMn 'sal Up nPEE0'Gpllml SAME - zin- 2M1- m0 SPF n IN 0.21 ModuW-35anN RIM SAME BLAST` EST 0.16 M LED MPLED'O911m1 3.623- am- 3.m8- m,000. -2YF 49 121 On Module-52LM &9w 3.4M1 aozb 277 0.15 20 Up nPLE6'CPllml "II- AMR- 4517- 6d0D6+ 4BF M IN DART MmuW-)Motu 4.921 0.3M BOTH? 2]) DUN M LED MPLED'OpHmI 5.IW- 5.0]5- 5,.7- W.3 Ni M 121 ON Module-1a5rrrN 6Z antl 6.m2 2]] 0.30 40 Up ,PLED OpMal S. 4A]9- BO12T- WI w -20'F m LED O.3B Module-360nN a6]9 0.MM Ill g) 0.1] m LED mPLED'Opnoal 7,W7- 6170- 7,216- W.". NEE 66 IN ON Module-525i 7,em 6881 8.W9 277 0.2E 40 MO mPLEo-Cprycal aan 7.7x4- 9,0.L- b0.ppD. .10'F eI IRO o.n ModuW-)aanA 9,N0 &615 10.W] san On 40 Up 40PLED-Opfiel IILSM- IO,Iw- E1,8]2- W.3 301 last 1N 1.12 thorium-1a5aM 12932 11,322 Ia.m 277 OA9 AT Up mPLED=Oplkal I.=- a569- )AM- m0. -20'F M IN DART Morale-35anW Pam 7" &Bra 07 D.w w LED ,PLED-0P l 10.570- 9.261- 10.824- m.OW. -ID•F W I= O.w Module-s2. ILIW ]am I2m4 277 0.30 60 IFO mPIEO'Wliml IARM- 1EX0- lAM2- b0.00D. -10'F lal 1R0 on Module -)Mont 1A)m MEET MITE 2]) am w LED mPIED'Opflml 1).a91- E5,R26- II810- m.OW. -z11•F 1" in ish Module-IOSaM 19.3% 161.3 19.BM 277 0.57 NOTE,: 1.MSEMEME. .IMN9h.,.ar apeohrg.w,d-,.cr:er:x aaa.an9Ine.dl.IdalmN � aA..va.vmaA.Iromu®..Il.am.4w.rmwF.:.I. A Mwlud.gmerJ.I PdMdM4awgay.. s. Empse-TMx, mob aF{h1 LmO p-caldbwe.a4AO .,. -1CQo33i,. WAAaRO:MIEsau.m.:.l .1l.dIno>»dsmwllh Kv ..@e.O.Mcd.mlue To W m op go US In.MeR..'aIINW Mmrpons. tell.N-aeomrq,y.mnrgo,clmun Count. 'Q D.:n W.DNo]J.wryxco lh..MatlblAw lye ma MWa. dud.e...,meA Ild all dw.eampanen.. ,..M:¢...UMa.".,oleololl.lAn9 m"..e �.u.m�ss,.., LN7000a �A mEQ 11 weverewwrows.U.S. Architectural Lighting '..."�°'mn'MEM: © U.S. ARCHITECTURAL =enne m® SUDMIUB On: Oct did Inoex Submeledb ant v'I 'ma COMM' Catalog Number: RZR-PLED-III-W-80LED-525MA-NW- Type: Job Name: ,p..e uGHTING 109 Community West Site XX R3 Notes: yVARGINIA 11 LV-CEMML2r ]5393 BAZAR SERIES -LED WALLMOUNT PLED' MODULES \. i ffl RZIFO E. PA. o, 76 RZR LPA. D.b] CAST ALUMINUM ARM AND WALL Footstoln', Avad ln: BRAC ETASSEMBU NOVIDEOWIL BWTUREISLT MY KETED WIRECONNSS FOR lID l®MOOuIeMm 60 M d t® o UWM 00 LED Module fIANPf/sUnlY WIFE CONHFMIOX. ECTION, 120 LFDMatlula WALL PLATE POLE DRILUNG TEMPLATE ]� STD' �'^ r,qq- k down) wwewxv IN Am RLRA E.P.A.0.46 f 11-1 no .been. 4auD MoeweMm 40 LED Module m DN. elwm .I.,,, - III. a:!O:d-, f.arople WRIP1£D!V/BOIFD)OOmA/Cw/211/RAL8010.S B • • MOpEI OPIICs TO (MODE V(1L1AGE Enfant WINJN$ MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS .0 man, CiNECIE:M COLOR StAMaRI RING TEMP-CCE ]IXILI®.1w ❑RIDO ❑mEI PLED41 ® ❑1TOLED ❑T ❑NW(40WM' DIM ❑fil ❑ NENLpVOMMnic., s,A ❑ NE mLL T NWJMm MTC , IKNNOG TWMO" .RENT ❑ 1W I IAauIIAw ❑ BT4M ❑ MIFD ❑ CW (SnORI ❑ WIRE aACR......... Mlw v ❑ ]DDM' ❑ Cow <3DaM.) ❑ no RAl4lwiE ❑ ERERNY ❑Non ❑ TImA�weAN ® ❑ IDYMI expon Rs ❑ T]) DART ❑ SKY KAWm6t IN%tESAIESNIBO .NERID PHl�lD4BkN 'rAmwrA cu ❑WMro CFl+vaMaE ❑ RmasM• ❑ wLED ❑ Gg ❑ 0.NN M.pR (EXAMPLE M12M . MAN ❑ xAW.M o PLEPUFM ® ❑4oLED NA NPl 01WXr IOCK ❑ GREEN REumACLE ear IM ❑ „!r4 eNtoE PLfD11FW AMBErt' PLEASE Ru+mH1 ❑ ]yR EwISf IOCK D Moa@lon SPECIFY �, REcm4aEp.Y Intl ❑WNM ❑rne, ® PLFDIV ❑ow CWVRITFD Meth marr p„ ❑SNW.FIIH 4BLED FA 9 (ISV. Ei SA V). M ❑PlFD4VA ® ❑2a1ED DnfNAB91' "-a"m ❑DMEIEfLLSE TLW.4 DF 2N B x'arNmawo. „° ❑ ^EE `"NE'''m'Y PLEDVA6M...� a. Fq..m, .. ❑SRPWWTCN® ux.w PR(YMMAE Col.) ❑ M4vAE0 ® on-nmuttx .... MSiSl1 PLEPVieM ."r-zAa.,.sww , uw[ ❑RB.g1ENDlaH Ydddt ❑M4vvnm - C' CWIGWAICP ..... _.. MS . PLf0.tliGW.. U S. ArcnttecNrol Lighting �-N� -1.«na m, © 0.S.ARCHITECTURAL submi&ea Lighting M inW-C .1 Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,a•w, LIGHTING 109 Community West Site HS-PLED R4-HS VIRGINIA Notes: LV-CENTRALR135393 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.2) INITIAL INCULTAL wmAL LED SOURCE LVMENE- LUMENS- WMENs- L70 GREATER .... SYSTEM MA% COUNT TYPE SOURCE essm Ca .K CCi .K.T TXr1HOURS rose WATIs VOLTS INP AMM IN Up IMPLEV OOX l ]MIT- MAN- 1].MI- m,W3+ -21°F in IN ]A6 Mw11M-3mm IBM 17fiM MUMS 277 DA6 IN LED 1MPLEWOPI l 23l 21W6- 2631R- WAIM. -21°F 1922 120 1,121 MNNINA-525nw 24aM MIT aR94 277 0.70 I= MD IBE PLEEI°CTTrywI 'PARE- T],9a3- 30A96- m,00D. .1a°F BE 2m IN 117 7(eIM 3q]m =72 35M3 277 0.W ISM Up IMPLED°Opliml m,350- 3&333- 423m- 60l 21°F 3% 12D 333 MWub-lm. ... OAWE m,.I 277 IA3 E1OTF8 x. L1IRI,Vdlw.5 ILWMa.1mwno ,M,rg �ldiMnWF And. w.w.lw.f. hY4hx.Ama,ADIDGm , a 6Asm woe i,<lade,ln.... : xaft-rmsex d:lva wma,,wit.. A PatMle wordIwArecom�renk.Fre4 nlcOMrvMUaemlwn^lpolecHonuwwyse.91awc1wpp Wyx mlmlw. Nola:euN a operxlwCb S W(la3-IM] 1. re.eapoiea�io w.x Alln=1„rer.„Min:.lmn a aro�m,raw.mmam....,EMdnmcotleraw-road®ma,-an.Ae. l>xa'tl Into, U.S. Architectural Lighting ��a swasau m1 U.S.ARCHITECTURAL © m® LIGHTING VXRGINIA Site SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy ..O low copper aluminum (A356 alloy: CD.n Copper) assembly with integral cooling fins. The Optical Panel mouMing surface IS milled net (surface wrlance <}.0037 So facilitato thermal tmnN r of heat to housing and cooling fins. The Optical Housing bolts to the Electrical Hou,IW f..IW a unified assembly one minimum wall thickness Is.188'. ELECTRICAL HOUSING Heavy cast low Copper aluminum(AMMS alloy: Affn% pcer) assembly. Minimum Wall thickness is AN'. Fixture Mounting Plate affixes to mounting Surface over a meeasetl jibed. ElecMcal Housing anchors on the top edge of Mve Mounting Rate and 8tolnlws steel recessed socket head aerews tighten the Eledrlcal Housing roihe Mounting Pleleaom Mle bottom. P OPTICALMODULES EmlRers (TIED a) am ar on a metal core PCB ceI with rayed pa each emitter on LElocated on a copper thermal it oft r d antl PP Pa hawholaetl by an LED refractor re asymmhich diMHbuls Me M1avee side emitter inside towards the street et sideiB and house SICB emllfe! Output towards 1hB 6treB} side and an emitter one all re Mon am reminW an zone. Any one Mine, or group of Panels i a Iva flee some optical pattern. LED retractors : II, III, and Type IV she/area distributions as well Malty arymmeMc distribution. Panels am ftW Intl field rolalable In W° lmmmeMs. LED DRIVER(S) Constantcunenfele conic with. powMFOdorct>.9Danda minimum operating temperature of ,30°C/-22°F Drivers) Is/are ILL and cut recognized and mounted to a driver assembly plate that has slotted holes to Facilitate ease of assemblymmowl fort lure installation. Quick discoamock for Incoming power and optical assembly power are provided Drivers acceptan input of 120-277V,50/60i and utilize C-1OV dmming.34]V-4SOV,50,60Hz also awllable on some models, Surge pmracter supplied For field installation of the most conveniaMlysewil blelocation. LED EMITTERS High output LED's are utilized with drive Wfrenh ranging from 360mA to 1OsOrni 70CRI Minimum. LED'E am available In standard Neutral White 4000K , or optional Cool Witte (60i mWorm WMte(30 K). onsuff Factory Bar WM1 LED options. AMBER LED's PCA (Phosphor Converted Amber) LED's r4Mllze phosphate to create color output similar to LIES lamps and have a slight output in the blue she trol bandwidh. TM(Type Amber) LIED, utilize material that emits light in the amber Spectral bandwidth only without the use d phous" FINISH Electrostatically applied TGIC Polyester Powder COAST on substrate pmWmd with 20 PSI power w sh Of 140°F. Four Nap media blast and Iron phosphate pWred Mfor prolecWn and paint adhesion.4m°F bake Far maximum hoWd s and durability. PI761EM NAME: PROIEm7 ; !I WM4 RZR-W M 1 PATENTnNDING RZR-W M 2 PATENTnNDING Joao ���EM RZR-WM3 PATfNTPENDING ®rEI M I 2018002 U.S. Architectural Lighting weenewwwoofeenesew w-+.w - wwomm © �® submMea M1ti M iMa-Coaml Catalog Number: RZR- PLED-III-W-80LED-525MA-NW- Type: a•. Job Name: LIGHTING 109 Community West Site XX R3 V IRGINIA Noes: LV-CEN1eA@td5]83 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg,t) APProximlale AAwmgeeWrt� n) 4000K 35a1N sxu=nN )DDrN 1D60nN Coax umuu xiDrq xax x Mve went . xll xax . lark. m Wl w EOEB A A w Wll Ica M 8/la it AM AS 6wz 6 Mw In w 1EN. 1m lee I. R m m ;� Af6 m m hale Im�a ide larxtl xm Ira 1)6b AN w BE Hess 111 Tat PARM dW M, x1II9 N5O Be .1. a)m ad is, ,. 2E0 we &NO sew YO .,. ] We peas 1® I LED MUME _111 NRNL WMFNS- INmG MmAry LUMENS UME 5 V1xpHGREARR NApING µV31EM MA% ILTpDVM ow aaVIMF APVx CCT ]mix CCE SawKCm (me AM INMunpb '/A Up 24 PL80"ODlba am- 31133- 3.Na- m,WOr -MrF 29 1x0 D. MOOuIe-36amA &]81 AB% A9)3 R)) '24 24 Up za PLHF-oplkal 0.]M- "75- AW)- WADI .201 A2 1xD O.W Modok-sz5mn S.COs &135 &6I5 zn D.1s 24 Up xIPLL9709.W a . Ill 4324- 60.000+ JU1 56 in 0.45 MMIM-]OOmI. &911 4.568 ),256 21, Me 24 MD 24P1RESTINkal III ].)m- am- m,( -201 BR 12. O.m F1oduw-ims 9.375 am 9,BM R)] 0.30 a MD mPLID Cplbal am- &306- &06k- 64EW1 -WrF a IN STE M9dae-.. 6Am 6An &TV 277 0.1) 40 IFD mMID'owead Ill ].6Y- BASS- N.M. .2J°F m 12D O.aS ModuM-S2amA 9.246 &]84 9.709 x]] 0.24 40 Up mPlffiOplkal IOGA0- 9,I28- long- m,mDr -A°F B] 1x0 M73 MMUW-)aOmA 11.749 11,lm 12337 2)] 0.32 a LED mPLpowp l 13,W2- 129m- 14324- m,OJ]. -21•F In 12D I.1R M65ule-1m. 1&652 K870 1a435 R]] OA9 48 MD w.PL1D'Opibal 6, - a234- am- m.WW AS F 59 12D DA6 35pIM 7,529 ],1W ],91N 277 0.20 48 IFD 4B PlID°Oplkal 9,330- &861- 9.I9]- m.0.U. -MPF ]9 12D O.m Motlule-525MA 10,]0s 10.1]0 I'm 277 IT. 4a IED .P Iv35- Miss- 12.,- a. -WF Ira IZD p.aa Mosm-I(p�nak l3Am 12,m] K137 zn Me 4B LED .P '.0.1 1a3m- 1&542- 1],1]8- m... .nF Ira 12D 1Ja MMuM -I.. 1&n1 17.832 19,)(9 27 Dse RT 80 Up MEPLED'Oplkvl imm- l0,xe1- 11,3M- M. D -2a•F 86 I M75 Module-35 IM19 11.7% I3,DS0 277 Us 80 1E6 BO PLHI.00l l 15.Y)- E0.808- law- m,m]. -Mi ,ad 120 1.10 Moeule-SRSnW 1),B86 149W 1&)]8 R]] OAB So up m.OW. aM'F 174 IN IR FbdW.]femA Mw 22680 21d86 W14 277 0.63 80 IED mPLHI00-1 2A.- 24,942- 2].568- mA%1. -2PF NO 120 2.22 MOSuIe-1O50rM 30.12E 2&618 91,636 277 0.96 Rm(i B0 LED mNJp°CpXcm EMm 10.003- 11A90- raAD. -20•F B) 121 0.75 ...-i'am). 12566 11.9M Letter 277 0.33 80 IFD mPLFD' al Do IAWB- Ias22- a 000, -A'E IN 1'10 1.1a Maduls-525MA ;Ms.. Ie054 1]151 18957 2I] D48 a LED mPLHI°Opikal 20.m4- 19,071- 21,mB- m•aa. -'dl°F 174 IN lA5 FA U.-)D3mA am 21.881 Mite DI O.W 80 Up Ad L Oplcal 21,651- 26.268- MODE- m,0.V. -21°F 2N 1Ra 2RR N .I.-IOmM. 31.725 30,139 33,311 277 USE U.S. Architectural LIDMing ..w.wM. `mlwn»»: © ® submitted b Lighting M mWcentrel Catalog Number: SNS-15AO-11-AB-D19 TyPa.- new, Job Name: LIGHTING loscommunityWestSite F 15 S POLE Notes: VIRGINIA x LV-CENTRALR135393 �In'W/K 7 SNIS Li1e�� SQUARE NON -TAPERED STEEL Dis r]'�a NAM 229 ,T CUT WOTE / GRDER No: ;1 ApMOVED BY. OAIE Cas OOOWWW��� SPECIFICATIONS no..... Ewe x AS.. TALL n5..... 2%-e x .10- TALL POI F cHApr: Me pole ..IT la e1rla lwl from not rated commercial qua lily ombon steel of 130__. 3.50'0 v fi.m' TALL me piece construction with o minimum Yield stmgth of 55.000 psi. 735_... AWY v 6.m• TALL BASE PLATE' OT...... WEX TW Me base plate is fabrieled from o structural quality hot rvlles carbon steel MR..... EPEaAL 5RE TENON plate that meets arexceeds ASTM A-35 with a minimum Acid strength of 36,000 pal. Me base pate Presages the pole short and Is clrcumferennol Added top and bottom BAECOCOVERCOVER: Me anomalece standard Nil boas cover a fabricated from ABS plastic. Optional two-piece steel be. corer alas, ..Noble. ANCHOR BOLTS: MUw bolts cmfarm to ASTM F15A Grade 55 and are provided with two hex nuts and flat we here. Barb M1ave on 'L' bond ono antl and an galvanlzetl a minknum of T2' W Me NmMW and in accordancewithASTM A-153. 0 L gANDiIOIE A Wnforcetl hmtl hoot Hating a nominal opening of 2.5'x 5' or 3"x 5- will be Installed Is- Now, Me base plate. A hand Hole cover with rightward oil be Included along with gwnding provisions. POI EJ02 Each pole Coil be promMd with a welded top plate and tenon or top cap for pales rmeMng drilling far sale mount fixtures. H9S •haw BaT PAT nu , 3Dolntl M rater RnlAee Mml be caot,l will TCIC polW,1,, powder or hot dip ol LT FACTmY 1. To DaulwI. RE 1. galvanized to ASTM A-123 amlRoatione.VA. !, "' 2CARII no AM saw 11 1. ". low UACTIUN Asirl I" 075 17 172 AAA 11F AM CA CM To 1" AD 11 CA AT Up CA so As ORDERING CWE CATALOG Na `--' nXNREe OUNT 55COVER OPwTIO:z OPTIONS $N$-1$iD-01 qg PLATINUM SILVE DIB mot RTy, (a, av o,xrro MAXUFAC URToclrrl M12.r -con TEPAS eo-luT tarred - W W'MNCRETEBAGEBYO ERSMR OVERALLXEIGMOFfs' - MN DTOM nH LUNIMAIRE M.-rwrta-- v.-uaawee - DILMUEDPORNMO LUMIXMRE TF.we az AMERICAN I]IE POLE Man S HUIFH. SUM RID - ram WORfi1. I% 761M MB-47A-]2M WNHAVPoLE m. Submitted L M M i.W-CantrN Catalog Number: RZR-WM2-PLED-IV-FT-40LED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 V IRGINIA Notes: LV CEN1eA214093 BAZAR WALLMOUNT SERIES -LED • EMERGENCY OPTION PLED° MODULES EMkanm /II� haarwM M, = ==60 '�I W LED Module QAe ME MMNCY OKION MX DM EMENDS 2' BMNDVE mAN01 l0USINGANOCOM>IN11.11MEDGENCY RZR•blein DF.P.A: .W Availablein'. .,..Ml,E.11wmll,wnlla. MEaMEDsrnrm PRwloss Powwl0Auu0s IxMEMR1v 1A.M.rwlm MEalropLEOwIxe J61rt LEMa NwA 60 LED Module e xIMUMOFWMel 40 LED Mod LIE WMT°]A:B:s.A xea=Maass. RZR•WMZ•LED E.P.Aw.O •MUMMME%MWEWMEWM.ONPUT@ Mn Avdlabhishm 40LEDMENSI L©'IZ WALLMOUNTING ROUMModule RZR•WM1•LED E.P.A. 33 Availablelin z.ttrew 2OUT Module MAX INPUT WATTAGE .11 NAM "a'_ -, @OF DRIVE CURRENT � N 31M1A SSSmA ]Af 105aM �M 10 45w 65W B]W IwW slx.w leek R]R-WM2/MWV/401E67M0 A/CW/x]]/RALA0195/SF • B MODEL OPTICS LED MODE VOLTAGE FINISH CPIIIXJS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS B DINRNUTPNM NO.IEW GBVE QM GIXCR STANDARD TRUE.= TEKNREDFINM C IM=LH UMMMG .1 EKIaMALCWRK%.. HM ❑ 1•FWMI ❑ ❑ Maio ❑ MGmA ❑ NW (4w]K)' ❑ IN ❑ BLACK PMEET lEdl....... ® 'nAvwm RLL4MBr ❑ X}GESCESXEWYNG ❑5a5LLN ❑ zit ...xBPaD ❑1YFEih m DCW(w3GQ Dam ❑MLRE De CM.V Tr ❑]LAM' ❑Ww(.9Cmq 0277 RA69nH (ENMAE: ICI211i. PGv ❑ P2R-VMx O n®411 ..... ® .u'.wmx ❑ 1LWnA' ❑ a4) ❑ GMT4RaM4 ❑ (1�' Music M.....a ❑,LED .Ron... D 4m ❑1wENMVE D pwdAXkl D uaeu war PI® m, 9M ® RALtD197 puw.& Allvt....... DP PLEASE D BARIGENCY MCpF I, e.11 ❑I51EfV ® ❑ PHmXN1R SPECIFY ❑ GEhFN ❑ WRWM3 PMINV....... RTRMaO coNYH71® RALaIOH ❑ EVERGFNCfMCKRPl ❑ wIED AMER PCA MWNNGCNL>7.....,NJ ❑11n NET ® ❑BAB:GENCr B4CMP2 BIR nrD1 . ... ❑TMIEM4IEY TM ❑anWGExCVM &M PLEASE ❑ wet wNml .`CI I Now, Now,'""""M"""'"" SPECIFY ❑ WUA MNI 2.. WE w.awE.nx. ❑ WUA MNMM3..=3 cum a U.S. Arohlfecfural Lighting ��)i �wn>-I © U.S.ARCHRECTURAL ccon SUDMIUB On: Oct zT, zuzi = Inal On Ago AMER, name: HZH-tALI, LIGHTING 109 Community West Site HS-PLED VXRGINIA Notes: SOLID STATE AREA LIGHTING n40JECTMME: BAZAR SERIES -LED "Musec"Y@e: �� S P E C I F I C A T I O N S OPRCALHOUSING Heavy coat low Copper aluminum A356 allow <0.2% copper) assemblywith info m1 cooling fine. e O 'Col Pocel rtwunti 9 e Pti g rface Is mllletl oaf surtace wOOnce <z .W2• ro rocllNae thermal transfer of heal to housingand cording Am. Solid bander wall sego es optical and electrical compadmenU.Me optical and electrical compartments are Integrated to creole one assembly. Minimum wall thickness ITT 88'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy cast law capper aluminum (AS56 alloy: ,13I copper) aswmb with integral clotting ribs sumouMirg Me ele .1 comapar menf and a flat surface on live top of the arm to modate a photocell receptacle. Solid barrier wall separates optical and electrical coma enh.The optical compartment and electrical compartment wHM1 Moe Integrated I'll arm combine to Create one assembly. Minimum wall thickness Is .188". Cast and hinged driver assembly cover is Integrated with wiring Compartment cover. PLWOPTICS EmlMen (LED',) am arrayed on a metal core PCB Wwlwith each emitter located on a copper thermal MnNer pad antl enclosed by an LED refractor. LED optics completely aeal each Individual emifler to meet an IPM rating. 10 asymmetric tlldtlbWlOm, a (MODEM:RZRM,RZR,RZRGBRMMAF•) mkroTefiecfor inside the refzkNor redirectslive house sitleem output towards the sheet aide and functions as a house side eM1lelding element. Reiroctore Ore InlecMon mOgW X12 acrylic E h LED rehacto tl ro Mre PCB 'Me tl 1 R4-HS MTENTPFNDING sec Ise sea a over an emI ran a refractors are retained by an aluminum fineoo one Panel, or l grouAsoisproduce luminalm. M1avetheaomeopllcal. Man.LEDAstA re Wors produce standretained bya n aluminum ffG1mEgo distributions. a PI615 are field replaceable and field rotatable In W° Incmmenh. 1 LED DRIVER(S) Constant current electronic with a power Factor of >.90 and a RZR-G minimum operating temeeroNre of <0-H,40°C. Drlver(s) Is/are UL and out recognized and mounted directly against the Electrical c Housing to facilitate thermal transfer, held down by universal T D clamps tolacllfte"asy removal. III terminal blocks facllltater -L ring behveen the driver and optical arrays. Drivers accept an Input of 120-277V 5O/6OHz or 347V-4SOV, 50,60Hz T[ - Toy T dimmable dMalLuminalm suhwrhaso 20KVs and lKVinlemal IA Burge protecMon.Luminalre supplied with 20KV Surge prdecbrbr - Ise. NR. ARm.A fieltl accessibleinsfallafion.) .._,.-.,. LED EMITTERS 1 d-�' HIggN ou of LED's are ullllmd with drive OumB mngin from a _y 350mA o 1050mak. 70CRI Minimum. LED's are availo to in Standard Neuttal White (4WD .Or optional Cod While (500i or warm white (30mK). ConauM rytordhM LED options. RZR 8( RZRM 7 � u AMBER LED's PG (Phosphor Converted Amber LED's utilize phosphors to P s& P creole color outof slmllarto UPS lam and hawasl Mad d P c ps q � RZR-MAF• D m t I n Col ih. amber r t Amber) LED' only T e bus Spectral bad d (True be) a u e material that emits Cop in o the amber speciml baMlwidh only wHhoutthe use of phpsphon. FINISH EI.O.or 1.11 a IIed TGICPoI .terPo ,Caatoneubetmte yy KI e re antl with ZOP51 oretwash n1for Foura merits blaN P P P tap and Iron phosphate pretreatment for proroetlon and pain} atlhealon.400°F bake for maximum horn.. and oumUliry. MASTARM FITTER/ELECTRICAL HOUSING Replaces stontlaid Elechlcal Housin .me, marldaro 2 3/8. O.D. FIXTURE A B O 0 ll I.. M.6' a' I' RZR 14.16' M.M' lawn rBY. ..M' .." 0.a' 1a.. BFRM FA' a.a• RZR-MAF 11. Th Is n1a 1enOI Two (2) ,trope With hVO (23 bOMB BOCM1 erIC EO a 'DEC PENDING AB OF )/19 the lower half of the I an. Upper haM OF the tenon recta an selfcenledng steps iIn To V nthe angle of the luminalre a10°. +1.6°.+1.5 or+l° up from the horizontol.All hardware i. Noinleas _ Mael. C©Use 2020248 U.S. Architectural Lighting w,.=,-,.,•°nP.a®r-@r9aal © �® Ows, LIGHTING VXRGINIA West Site SOLID STATE AREA LIGHTING PROJECT NAME: P14WECTTRE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPIICALHOUSING O� 1 Heavy cast low copperoluminum(A356olloy: N.2%coppe0 �B� assembly with Integral cooling fins. The Optical Panel mouMing surface Is milled Mat (Surface wd.. M..OW') to tocilifatotbermal transfer of neat to housing and Cooling fins. ��^II T The Optical Housing bolts to the Electrical Housing forming a V c unified assemblynne minimum wall thickness ls.188'. �l 1 ELECTRICAL HOUSING P OPTICALMODULES T EmlMers full are arrayed on a metal core PCB panel with t t ono copper thermal transfer pout Ons, Bash emitter ter po duns enclosed an LED refractor The asymmetric an LED have a mloro- Wor inside the refractor which redirects the house side emitter output towards the street side and fundlOna a$ a house side shielding element. Refractors are 1 Injection molded H12 acrylic. Each LED refractor Is sealed to the PCBoveranemlilerandallreiraO momretainedbyan aluminum frame. Any one Panel, or group d MWs in a -.~ luminalre. have the some optical pattern. LED retractors produceType II, III, and Type IV she/area distributions as well T as Other specialty asymrWMc dlaMbusons. Panels am ftW o replaceable and field rolatable In W' Inorements. 1 WM3 4"" RZR M 1 PATENTKMDING LED DRIVER(S) Canstanlcunenfeledronicwith apowerfadorol>.Wanda RZR-WM2 minimum operoting temperature of ,30°C/-22°F DNVM(s) is/are UL and cut recognized and mounted to a driver PATENTnnDING assembly plate that has slotted hole. to facllltote ease d assemblyremoval forf lure installation. Quick dlsconrrechror Incoming power and optical assembly power are provlde0. DrWmacceptaninputof 120-277V,50/60Hzand uNlbe O-IOV ppII yI T dlmming.347V-480V,50,60Hz also available on somemodels. F"-�I Surge pmracter supplied For field installation of the most con niaMlyserviceablelocation, LED EMITTERS High output LED's are utilized with drive Wfrenh ranging from 360mA to 1050mA. 70CRI Minimum. EDGE am available In standard Neutral White 4DOOK , or Optional Cool Witte (6WOK)orWarm White (30 K). oneuM PactorytordMrlED options. AMBER LED's �IL<J 1 PCA (Phosphor Converted Amber) LED's r4Mllze phosphate to _ . � - cr N color output similar to LIES lamps and Mve a slight output In the blue spectral b nutwidh. TM(MR, Amber) LED' a T utilize malarial that emits light in the amber spectral �I(/1I a 11 bandwldh only without the use d phmphas. �I 1 FINISH Electrostatically applied TGIC Polyester Powder Coat on RZR-WM3 substrate pmWmd with 20 PSI pOW6f W09h Of 140°EPour slap media blast and Iron phosphate prelred Mfor protection PATENT PENDING and paint adhesion.4m°F bake for maximum hordrseas and durability.power 4 O .ow �$ um 2018002 U.S. Architectural Lighting -how,,... '^I^n"-"' © U.S.ARCNDECTURAL ® BIXNM A . MM �.° 1�i- YP M1A.I MNa.EX ry�N Submitted L Ira MI inW-CentrN Catalog Number: RZR-WM2-PLED-IV-FT-40LED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 VIRGINIA Notes: TV CEN1eAL2135]83 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED $pORCF INRML INITIAL INITIAL WMEM- WMENs- LUMENS- L70 GREATER 3MRfING S COUNT IYFE SOURCE m0ph .N rp 1WN (NR}1MRI 1FMP AMn 'sal Up nPLE0'oplkal zwi- zin- 2M1- m4 -20'F 23 IN 0.21 MaduW-3 RIM 2SUR BLAST` 277 O.ID 20 LED 21 P1E6'Opllwl 1.621- ADM- 3.608- RADOWT -2YF As 121 O.b Module-sxLM s.9w 3.A41 aozb xn o.ls 'AI Up nPLED'CPllml "II- AMR- 4517- 6d0DD+ 4BF M IN DART Module-) 4.921 0.8M 6039 2]) DUN 20 LED NPLED'Ophands 5.79)- a0m- s.93]- W.3 Ni M I ON Modulo-laSaM 6.AN antl AIDE S]] 0.30 40 MD Ad PLED Oplkal a002- 0.3]9- 6122- WI O -20'F m IN O.3B Module-3 a5]9 0.MA B713 2)) 0.17 a LED 40PLED-Opnoal 7,W7- 6170- 7,216- m,000. NEE 66 IN 0.0 Module-5R5i 7,ew 488E 8.W9 277 am 40 MO mPlEb Oprycal &812- ].]xA- 9.09A- m.w -20'F e) 1R0 0.73 Module-)aanA Verb 8,615 10.W] Bar On 4e IFD ,PLED-OpHml 11,594- IO,IN- 11.872- we 3 SD°F 131 Ias 1N 1.11 thorium-105aM I ze33 n,322 1a244 OW m Up wpuw(yfkd 7.m- am- 260.T- m0. -20'F M IN OA6 Module-95anW &9w 7" "M 07 DM w LED wPLED-0P l 10i M254- ,am- 6000D. .-F W 120 O.w Module-928 11]W man I2m4 w Up MPLEO•Wliml IBM- 11.SS0- 12M2- mA -2PF 131 IN on MOOule-) Mao 12an MITE 2]) DIM w LED NOPLED'=P l U.391- E&226- E].810- w,W3. -RO•F 198 1x0 E.91 Module-IOSaM 1IRMA 16.W3 1s ids 277 0.57 J NOTM: 1..,;.. n .Ira Ni . rAry.KcoM acfendwllcurlenls aaa.en9Me.d.lbd mN va.vmaA.Iro."u® aseem am.4w.r":.F.:A,I> A awwlud...Uaa.l.Pdw+d.S6awga�wwA.. A. Domiq-Twal bnbar{Aa1 LMc,-cnlo.]mm....lo.. -1CQ03]i1. WAAnIO:MIA.u.emldkel.1.1nssuh mwllh Kv ..xe N>b1e.etcd Cc6r -...L-.1n.M.emvllrtw. )..hw.n I.X.N,]Irltl.vlEp N.MeG.Ns:cYaYl...rb ' ..n.M ..No]J.wlYauad ..6WWk " 3)&w9MWm M...11..durzeAa6ma.a.wrwrwo-.rb. n.. wae.wUa ..Umdcnl ro nml ., w.a.^w.n.. 6)L]0(laj-IMZI mM.app.c WDa3-ColcWlb-xm oTa}nA .IrO.,. nowmaLcomen U.S. Architectural Lighting © U.S. ARCHITECTURAL wonwas.c."...-Pn'MEM: m® SUDMIUB On: Oct zT, zuzi did Inez Submmedb u M v'I 'nia cemral Catalog Number. RZR-PLED-IV-FT-80LED-525MA-NW- Type: Job Name: ,TPA.. uGHTING 109 Community West Site HS-PLED R4-HS Notes: ypwRGINEA LV-CEMML2r1539] BAZAR SERIES -LED WALLMOUNT PLED' MODULES \- i M RZR-( E.P To ld RZR E.PA.0,6I OAST ALUMINUM ARM AND WALL Awl, AvoJoesith BRAG ET ASSEMBLY PROVIDED WITH k N BUILT SKETED WIREONNACCESS IMLEDModuleMm. 00LEOM duW o Mw 80 LED Module TUREIS ION fIANPF/SWPIY WIFE CONNECTION 120lFDMatlule WALL PLATE POLE DRILUNG TEMPLATE - T ]0 -{jam n I T!q� T Yp JA aq aYN wlwwxv o n use RZMA FP.A=BA6 1 Ava.affi bk in: abl®MadaleMm 40 LFOModule a Au. "Ar ,I.. let -MA Omni nI gES Saan!O:tel [.aT.e, ImE/PIEWV/BD D7DOpJCW/27T/RADB019S B • • MWR OPTICS IEO NgDE VOLTAGE FRRSH an"MONE MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS .0 mat ..EcI COLOR .'AI Bait Eetp-CCE EE%IIrED FNI411 ❑.a ❑MA. PLEGA ® ❑ISSUED ❑360mA ❑NW (�4DJ]R1' ❑Ix0 ❑wACK ❑INWDW OIMMnG NIA .A ❑ ast mLL y XW%ww9M1ORY OR IKNNOGRIIEOwO O Mf IIMxuI Ww ❑ BOIFD ❑ 610'nA ❑ big (man ❑ MIT= SBCfF. Nlw mERwE ❑M%(f naD4HR.. ❑ ,m - ❑ Cow 30MY. l ) ❑ zm AAL4lasE ❑rake ME01M IULenN ❑EaSOnA' Daa] ❑GMv SpESNIOD NSFlID ❑Maroau+vMTACE ❑RZP PMw.F4L AL M, '°°°^e° ❑Sa) RAWmE-E ❑ RmMAI' ❑ wuD ❑ 4b ❑ D.1W M.OR tEXT4AP.E Pc`.'DST PGv ❑wAwo pLED11FM ® ❑ RANOIwI ❑IWMLOCK NEED ❑OWN RFt81AW .1 IM O .antra nENIW AMBNY PLEASE Rb T ❑)4N1WxfLOCI( ❑ PN06A.?I $PEDLPY MCFPrK .y m, Ifp!M mrs, ❑ plFD1V ® LOAVE❑ ❑ RERIA .1 OM y„ ❑ W m 4IeD FICA s 11"..a7N.UaN . ❑meN PlFD4ViE MIEO ❑ WEAMBm' oPown. ❑ DneIEELaE EM (3BV. kWJ00v) OF ❑1VEyry01°'D" I alremeae PLEPVSOM.. .awv.Bamam. ❑REPCMaosoon ouse (EkL kF.mwii C) O T.E VKEn ® "'^•° EaLooncer.M ... Main PLE0.Va,'GM . w.uazwa..sww owen, � tin[ ❑pBm1EMOlgNYd6af ❑mS VYnm - �.' CaiW'WAIm _....__. M io PLf0.YdGW.. 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CONATEND SPECIFY ❑GrhM RALWHIN ❑ Smake NCvazsMPt (NgF.NGCN1)..... aNl (O ❑mEn4T ® ❑ WHED PCA& ❑ enMGFE]CVMCM9zen PMo ❑MEP V TM ❑ aAa%'FxLv &6MPx BM PLEASE ❑ mr4ACFwNWE1...4C1 1O1O1u`-„" SPECIFY ❑ N1eACE WNDfill cz -m.- ❑sI WF EWNMM3.,=3 erase U.S. Architectural Lighting k�-C".,--. e�I © U.S. ARCHITECTURAL m® Li 0 (n Z O (n > W O M N M N C) ¢ Z 0 (n 6 H- Z O U N O U U) p O U ¢ z O E') Ir Z O O AA '/ OO \` ¢ I I Z ~ O W of 7 co J O U) _ cl W Y W O _ 3: d � y Y J O E O N J @ %le o O r -) O N O U N W O O Cn W d`f ¢ N m In O N Q O } m O Q Z Z w _ O 3 � Y ¢ N ¢ w ( O O () U J W 0 Z_ J v / a W z L� \1 / 'lee 0. Uj W� a- LL O 0 O q LLI 1l^1i 1..� 0 _ 2 ^ ^Q L QL W U - N B� z 0 O R< 2 W JN Q < W W m Z Q SHEET NUMBER C L-501 FIXTURE A B O 0 RZR-B RZR 14.16' ]ram, M.M' term TAM ArO' ex., 6r Per. BFRM Ir.e' FA' a.N' RZR-MAF 0 O Q C O C O T W E Y O T i 0 3 0 � L y S41°17'30"W 104.43' g a z c CD 0 L I41 iw I O T Y T 11 a c EXISTINGIIIEE TOR MAIN, TYP. ° W �o ° - — SS — — �— — SS — — — SS iD c - W W W I Q/ \ S41°17'30"W _ 53.41' rP0� z S i� I IG o Y I 2 n 1 '3 Q n z E r \ � E r — I \ � L — J PA o \ ®®� 58 10 NEW MARKET-HOLLYME D, LLC PROPOSED 32,325SF r D.B. 5125 PG. 20 CHIPOTLE FFE: 544.19 \ ` PARCEL ID: 03200-00-C�@-04300 E \ I N N ° le6 00 y' PLANT BED EDGE, TYP. MULCH ENTIRE BED, TYP. C70 E 0 Q I © RIVER ROCK, TYP: / BM #2 _ REFER TO DETAIL 2 ON CP-5011V/// NE CORNER oOF D.I. (D I I �� ELEV=542.74 TARGET CORPORATION n F"V-2 D.B. 2891 PG. 171 _ =54255 N PARCEL ID: 03200-00-00-043B0 36.75 U C 0) = o ® SSC I oo Gsv' p • 15"RCP a RIP —RAP a (TYP') ML=535.90 P=539.62 IN = 535.85 YrOHE ----OHE 0 -- OHE OHE E __ - 43.89' o S40°04'16"W 2177-77—55.95' `�}° ° p S40°21'51"W 114.56' S42°3523"W 44.45' �2poo S42°35'23`_9 o n 0 do 0 y O 18"RCP O 18"RCP .N SEMINOLE TRAIL BM #111 SW CORNER TOP=526.18 V U. S. ROUTE 29 OF D.I. TOP=526.42 INV IN=521.45 N (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 IIINV OUT=521.30 N n 0 0 Y y U c V E E lit Z 0 C � O a- I I Q O n � � z TOP=526.26 �, Q L FL=520.40 J � V c GRAPHIC SCALE IN FEET a 2� 0 10 20 40 o� J � U O O L Y Y a � m ° n C 0 L L n " L L 3 0� J 0 � O 3 0 n E n � 0 O o 0r PLANT SCHEDULE SHRUBS QTY BOTANICALNAME COMMON NAME I CONT I HEIGHT REMARKS IG 110 1 Ilex glabra'Shamrock' I Shamrock Inkberry Holly I Cont. 24" HT MIN. GROUND COVERS CITY BOTANICAL NAME COMMON NAME CONT I SPACING REMARKS PA 158 1 Pennisetum alopecuroides'Hameln' Hameln Fountain Grass 1#1 24" O.C. CHIPOTLE TREE CANOPY REQU I REM E NT CALCU LATIO NS -SEC. 32.7.9.8 Required SF Calulation Provided Requirement met by existing 10%of gross site size N/A vegetation CHIPOTLE ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICTAND SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required West Property Line (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required South Property Lines (Route 29 - Seminole Trail) 2.3 Large Deciduous Tree (1 per 35 LF) 10' Landscape setback along road. Large shage street tree (3.5" 10 114 Requirement met by existing vegetation Cal.) OC w/ interspersed ornamentals (8' Ht.) & Shrubs 5OC. 22.8 Shrubs (1 per 5 LF) East Property Lines (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required CHIPOTLE PARKING LOT LANDSCAPE REQUIREMENT - ENTRANCE CORRIDOR OVERLAY AND SEC. 32.7.9.6 Required SF I Required Trees Calulation Provided 5% of parking paved area. 1Tree for every 10 parking spaces N/A Requirement met by existing provided vegetation NOTES: 1. LANDSCAPE CALCULATIONS FOR THIS SITE HAVE BEEN CALCULATED BASED ON THE ORIGINAL SITE PLAN FOR THE ENTIRE PARCEL. 2. ALL REQUIREMENTS HAVE BEEN MET BY EXISTING VEGETATION 3. ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES -SPECIFICS 3.1. LANDSCAPING OF BUILDINGS AND OTHER STRUCTURES: SHRUBS SHOULD BE USED TO INTEGRATE THE SITE, BUILDINGS, AND OTHER STRUCTURES; DUMPSTERS, ACCESSORY BUILDINGS AND STRUCTURES; "DRIVE THRU" WINDOWS; SERVICE AREAS; AND SIGNS. SHRUBS SHOULD MEASURE AT LEAST 24 INCHES IN HEIGHT. In z 0 IJ 01 O M N M N U Q Z > O vi o Ld Z o a U = N O U N E DOO cc U z o 0 o O o Q I I Z U) o w 7 c J O U1 � _ cl� W Y W U U x a < Y J 00 N J O o O MACHEK LiC. No. 001682 I 0/22/202I GENERAL LANDSCAPING NOTES o N o w 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE w 00 Ln FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 0 N Q N Cn > m 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER a_ n p N Q o m o OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED = O J w CD3 LANDSCAPE PLAN. Y a N a 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE cn o o V 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. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS `— < W U U) 0 Z Q J U) a W z 1� Uj W 0- OLL r O 0 LLI 0- 0- =LLI D' W U LL 0 U Q UJ J Q W W m Z Q SHEET NUMBER CP-101 C N W O N a a C 0 T E Y 0 T a ° r 3 0 N 6 0 0 a ° `o T v Y n � J ° o 11 a Z Q -o 0 � C 2 Z 0 Y Q o n Z Z .". J 3 H = n ° 15 Y 3 C Y m � o n -o 0 i Y .J C Q ° U o E 0 Q ° E m -0 o ° _ `o J m D � o v U � E -o o ° I n m U 3 N V ._ h s 3 0 0. I `v Y ° C Y ° N 0 E n � n n ° � U V y L Z) `o T V O V L n � o y N n � J U Q > 0 z r Q n E Y Q o J » E Z z a r r n a`, I m Y � a N 0 C o ° m J � Y Y a n ° C 0 U 0 L L n " L L 3 m o � o 0 n E m � 0 p o 0r GENERAL NOTES 1. Plants shall be healthy, vigorous material, free of pests and diseases and are subject to approval/rejection of the Landscape Architect prior to, during and after installation. 2. Contractor shall identify all materials at growing location prior to purchase and submit digital photographs, and source list to the Landscape Architect for approval at a minimum of six (6) calendar weeks prior to installation. Plants not approved shall be resourced and resubmitted. 3. Planting beds and individual tree plantings shall be mulched continuously as specified. 4. Prior to construction the contractor shall be responsible for locating underground utilities and execute work in a manner that avoids damage to utilities during the course of work. Contractor shall be responsible or remedy of any damage to utilities, structures, site appurtenances that occur as a result of landscape related work. 5. Contractor is responsible for verifying quantities shown on documents. Field adjustments shall be approved by Landscape Architect prior to installation. Quantities indicated on drawings are for reference -it is the Contractor's responsibility to ensure full coverage of plants at the indicated spacing. 6. Contractor is responsible for maintenance of all plantings including, but not limited to watering, mowing, edging, spraying, mulching, fertilizing, of plantings and turf areas for one (1) calendar year from date of certificate of occupancy. Contractor is responsible for warranty of all plant material for a period of one (1) calendar year from date of certificate of occupancy. Warranty replacement planting shall meet or exceed the original specification identified on drawings. Replacement planting shall extend the same warranty as originally installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of warranty period. 7. Plants identified for replacement by Owner, Landscape Architect shall be replaced immediately by the Contractor unless otherwise agreed upon. Plantings (trees, shrubs, groundcover) subject to replacement by warranty shall exhibit characteristics of 30% dead -per individual plant, non-contributing or disease compromised. Grass areas suitable for acceptance shall demonstrate 85% sustained/consistent and continuous, densely established coverage. Contractor shall perform a site review at end of warranty period and provide the Owner with written documentation of the site, including plant health, warranty replacement items, and conditions that may be influencing plant health. Contractor shall remove from plants and site, all staking and guying material at end of warranty period. 8. Contractor shall comply with all local, state and federal requirements, codes and regulations related to the work undertaken. 9. All material including planting operation appurtenances shall be of domestic origin manufacture and sourced within 100 miles of the project site. 10. Contractor is responsible for coordination among trades operating on site. Coordination and if necessary resulting modifications to schedules are responsibility of the Contractor. PERFORMANCE SPECIFICATION L PLANTS A.General 1. Live healthy plants free of dead branches and parts 2. Free of disease, insect, injury and damage 3. Unbroken, intact, dense and solid rootballs and containers, without cracks, flat sides or previously repaired damage. 4. Free of girdling roots or rootbound/circling container conditions 5. Plants of consistent in growth habit and healthy character 6. Free of compromising growth conditions such as weak crotch connections, crossed branches, snags and scars 7. Point of origin growing location within 100 miles of project site 8. Graded, standards, caliper, sizes and stock consistent with ANSI Z60.1, American Standard for Nursery Stock most current edition 9. Species identified consistent with Hortus Third: Concise Dictionary of Plants Cultivated in the United States and Canada, most current edition and Manual of Woody Plants: Their Identification, Ornamental Characteristics, Culture, Propagation and Uses, most current edition 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans B.Trees: 1. Deciduous Single Trunk a. Full, straight and upright with consistent symmetrical natural branching pattern throughout b. Branching Height -seven (7) feet to lowest branch in two years unless otherwise required by local jurisdiction 2. Deciduous Multi -Trunk a. Full and upright with straight consistent symmetrical natural branching pattern throughout b. Canes evenly spaced and of similar growth habit c. Free of suckers and extraneous branching 3. Evergreen Single -Trunk a. Full and upright with continuous symmetrical dense natural habit b. Clear branching height twelve (12) inches above top of rootball c. Free of suckers and extraneous branching d. Do not shear or otherwise prune to shape plantings C.Evergreen and Deciduous Shrubs 1. Full, dense and naturally symmetrical. 2. Consistent with container and/or balled and burlapped size 3. Free of suckers and extraneous branching 4. Do not shear or otherwise prune or shape plantings D.Evergreen and Deciduous Groundcover 1. Full and dense in pots or flats E. Perennials and Seasonal Color 1. Full and dense in pots or flats F. Turf Grass 1. Subgrade a. Soil Mix-10% Compost, 90% topsoil by volume b. Preparation -loosen subgrade to a minimum depth of four (4) inches. Remove all non -natural materials including litter, stones, sticks and all items greater than % inch in any dimension c. Preparation -spread soil mix at a depth of four (4) inches continuously to meet grade elevations shown on drawings. Allow for thickness of sod when applicable 2. Grass Sod a. Install not longer than twenty-four (24) hours from harvest b. Grass bed not less than two (2) inches in continuous thickness c. 100% continuous live sod coverage after first growing season and at end of warranty period. d. Of uniform non -varying density and continuous texture quality capable of growth and development immediately upon installation. Weed and noxious plant free e. Stagger installation rows and place aligned parallel to contours f. Fill joints solidly with planting bed preparation soil g. Provide anchor pins at twenty-four (24) inches on center for slopes greater than 4:1 3. Grass Seed a. Mix approved by the Landscape Architect b. Provide first and new of year seed crops in mix free of weed seeds and deleterious matter c. Provide seed mix not greater than 15% annual or perennial rye d. Coverage 85% continuous coverage live stand after first growing season and at end of warranty e. Replacement or overseeding mixes consistent with original application/installation f. Provide erosion blankets or other slope retention methods as noted on drawings It. Materials and Appurtenances A.Testing 1. Materials testing information/certificates/dated labels shall be current to the project and performed/certified not greater than 120 calendar previous days from current date of submittal for review B. Top Soil 1. Neutral Ph balance 5.5 -7.5. Friable and containing 2.0-5.0% organic matter by dry weight. Continuously free of non -soil items such as stones, debris, sticks, trash, and deleterious matter greater than % inch in any direction. Clay content shall not exceed 25%.Gravel content shall not exceed 10%. Silt shall not exceed 25% C.Use of Existing Topsoil 1. Existing topsoil on -site may be repurposed with prior Owner approval. Contractor shall provide soil testing and additive program that demonstrates consistent performance and characteristics and composition as identified herein. Owner shall approve soil testing and soil amendment/additive methods and procedures D.Shredded Hardwood Mulch 1. 100% organic shredded first year hardwood free of deleterious matter, rock, gravel and weed seed. Neutral Ph balance 5.5-7.5 E. Composted Pine Bark Fines 1. 100% organic ground pine bark with no particle dimension greater than %-inch and no greater than 10% wood content F. Compost Ph 1. Balanced 5.0-8.5 mature, stable and weed free produced by natural aerobic decomposition. Free of visible contaminants and toxic substances. Not greater than 5% sand, silt, clay or rock by dry weight. Consistent with US -EPA CFR Title 40 Part 503 Standards for Class A biosolids G.Compost Testing 1. Prior to delivery on -site, the following items are required for approval by Owner: Feedstock percentage in final compost product; statement that the products meets federal, state and local health safety requirements 2. Provide copy of lab analysis less than 120 calendar days old verifying that the product meets described physical requirements; chemical contaminants; Ph; physical contaminants; biological contaminants (including a statement that fecal coliform and salmonella testing and results comply with requirements of the US Composting Council Seal of Testing approval programs H.Planting Mix 1. 85% topsoil and 15% Compost I. Fertilizer 1. Granular 10% nitrogen, 6% Phosphorous, 4% Potassium granular form with 50% Nitrogen in organic form. Product and Material Safety Data as approved by Owner J. Herbicide 1. Product and Material Safety Data as approved by Owner K. Water 1. Potable only unless otherwise approved by Owner L. Hardwood Stakes 1. 2 x 2 x 48 inch square of sound hardwood, painted flat black on all sides M.Tree Ties 1. Villa Non -Abrasive Rubber Tree Ties or approved equal N.Filter Fabric 1. Mirafi 140-N or approved equal O.Steel Edging 1. 1/8-inch x 4-inch in full sections. Ryerson, Timec or approved equal with integral stakes. No open corners. Corners shall be formed and trued to compliant angle or welded closed P. River Stone 1. Locally sourced, river rounded, unfaceted river stone/cobbles. 2. Size shall not exceed 3 total inches in any dimension. 3. Color and texture approved by Owner 4. When placed in concrete or mortar setting bed, tamp to secure and brush clear joints. 5. Concrete or mortar as approved by owner. III. Execution A.Site Conditions 1. Inspect site and notify Owner in writing of acceptance with indication that project conditions are acceptable are suitable to proceed with work. Notify Owner of any existing damage and/or other conflicting conditions. 2. Do not proceed with work until unsatisfactory conditions have been satisfactorily remedied. Notify Owner of acceptance prior to commencement of work. 3. Notify Owner in writing of any conditions that may preclude successful completion of work including items such as coordination with other trades, incomplete work, drainage, soil temperature and/or composition, access to storage/work areas, damage to conditions, etc. 4. Notify Owner in writing immediately of any items that may influence work schedule, timing of tasks, materials delivery and/or installation and warranty responsibilities. 5. Coordinate and cooperate with other trades working in and adjacent to work areas. Examine drawings of other trades which show development of the entire project and become familiar with the scope of required work by others. B.Planting Seasons Recommended seasons are a general guide based on historical climatic data and typical performance of plantings, and which vary dependent on project -specific environmental conditions. Due to construction schedules, recommended planting seasons may/may not coincide with request(s) for certificate of occupancy for projects. Coordination of planting installation and seasons shall be reviewed with Owner on an individual project basis. 1. Deciduous and Evergreen Trees a. Do not install/plant the following trees between September 15 and March 15 1. Oaks (Quercus Sp., Such as Q. rubra, Q. alba, Q. phellos, Q. coccinnea) 2. Dogwood (Corpus Sp.) 3. Sweetgum (Liquidambar Sp.) 4. All Conifers and Evergreens except White Pine (Pinus strobus Sp.) 2. Deciduous and Evergreen Shrubs a. Install/plant between March 15 and June 15 and/or September 15 and November 30 3. Perennials a. Install/plant between March 15 and June 15 and/or September 15 and November 30 4. Spring Flowering Bulbs a. Install/plant between September 15 and December 15 S. Seasonal Annuals a. Install/plant in season per approved schedule 6. Turf Grass a. Install/plant between March 15 and May 15 and/or September 15 and November 30 b. Do not install/plant seed or sod turf grass areas when ambient air temperature is below forty (40) degrees Fahrenheit, or forecast for a twelve (12) hour period after completion of work 7. No Plant Installation a. Do not install plantings or turf grass between June 15 and September 15, without approval by Owner C.Positioning & Location of Plantings 1. Position plants to show the most -prominent and well -formed face to most -public view 2. Field locate plants and location/spacing/dimension of planting beds on project site prior to beginning installation 3. Verify location of individual plants and plant beds prior to beginning installation. Do not proceed without Owner approval D.Implementation 1. Pursue work continuously without delay or interruption until completion unless notified otherwise by Owner 2. Provide project submittals ahead of commencement of work. Landscape Architect requires a minimum of ten (10) working days from date of receipt for review of submittals and response to Owner and Contractor. Plan accordingly for procurement of materials 3. Continuously update implementation schedule and notify Owner of progress. Delays related to material availability are not cause for non -completion of scheduled delivery of work 4. Report delays due to weather or site conditions immediately upon finding. Provide recommendation for remedy of schedule delays. Do not work, place or modify frozen soil 5. Report delays due to extraordinary natural or other conditions beyond control of Contractor E. Clean Up 1. Remove trash, debris and work materials from site prior to request for substantial completion. Thoroughly clean surfaces impacted by work including building, parking areas, roadways, sidewalks, signs, lights, site furnishings, etc. 2. Repair any damage to existing conditions that occurred during execution of work. 3. All clean-up and demobilization procedures shall be performed to satisfaction of the Owner and Landscape Architect. SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SHRUB PLANTING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER 1 io NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED: PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25%OF THE STONES RIVER STONE 1 '=V-0" EDGING FILTER FABRIC COMPACTED SUBGRADE w Q V) z 0 w o- o m N m N U Q % O vi o v Ld z o Q U = N O U N E m U cc U z o n of O O O I Z ~ O W 7 m J O U1 � = 0= W Y w U 3 Y Q J 00 O N J OO o O r` MACHEK LiC. No. 001682 I0/22/202I z cn n :E V O N O w w0 0 = O LiN Cn aN ¢N a m 'm 7 p N o > m o Q z z w 0 CD ¢ Y ¢ v w U Ul w O O S U U) W 0 Z LU a_ `U^ V ) 0 Z J U) J Q W 0 0 Z vJ Q LU Z: u 0' > N� LL LU J o0�/ LL 0 0 0- Q LLI w U LL 0 O U Ld J Q LUw m Z Q SHEET NUMBER CP-501