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HomeMy WebLinkAboutWPO202200014 Plan - VSMP 2022-03-28t N N O U O N N Q D C O C O S T N Y O T 0 0 s 3 0 N U C N N O U O D c 0 E T m Y c 0 0 0 D O 0 c 0 0 0 3 3 D 30 it n Y E it > U D J N � t Io -> U c N o m J n a � o 0 0 �E a � o 0o o m EN J n a � o a o a N L O :J 3 D O t � U E 3 00 � U o �o a > a U Y y Y s 0 E C 0 h D N �O N .N N U � N L O U O � E _ 2 N n o Y N y o J m m � r � D a J N m 0 a O N o � J 0 0 r D Y c 0 � N n a �o � U �s 3 « 00 U »% ]] 3 U D O � D O S l ~ VSMP PLAN FOR ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT PROJECT CONTACT LIST VICINITY MAP SHEET INDEX 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 KimleyoHorn 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@KlMLEY—HORN.COM ARCHITECT IONIC DEZIGN STUDIOS 3307 CHURCH ROAD, SUITE 200 RICHMOND, VA 23233 TEL: (804) 780-0070 CONTACT: EUGENE THOMPSON EMAIL: ETOIONICDEZIGNS.COM SURVEYOR JENNINGSTEPHENSON P.C. �v LAND SURVEYORS & PLANNERS 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 COMMUNITY DEVELOPMENT DEPARTMENT 401 MCINTIRE ROAD NORTH WING CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 CONTACT: ANDY REITELBACH 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 SCALE: 1 " = 500' VSMP SHEET NUMBER SHEETTITLE CA-100 COVERSHEET CA-101 GENERAL NOTES CV-101 EXISTING CONDITIONS CV-102 DEMOLITION PLAN CE-101 INTERIM EROSION AND SEDIMENT CONTROL PLAN AND PPP EXHIBIT C E- 501 EROSION AND SEDIMENT CONTROL NOTES AND NARRATIVE CE-502 EROSION AND SEDIMENT CONTROL DEFAILS CS-101 SITE PLAN CS-501 SITE DETAILS CS-502 SITE DETAILS CG-101 GRADING PLAN AND EROSION & SEDIMENT CONTROL PLAN CG-201 STORMWATER NARRATIVE CU-101 UTILITY PLAN CU- 501 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CP-101 LANDSCAPE PLAN CP-501 LANDSCAPE NOTES AND DETAILS TOTAL NUMBER OF SHEETS: 18 PROJECT DATA SITE STATISTICS PARCEL I D: 03200-00-00-04300 SITE ADDRESS: 109 COMMUNITY STREET ZONED: PLAN N ED DEVELOPMENT MIXED COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACTAREA STEEP SLOPES- MANAGED 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: 0.30 AC. TOTAL IMPERVIOUS COVER: 0.24AC. (83%) OPEN SPACE: 0.05AC. (17%) STEEP SLOPES: N/A FLOOD ZON E: THIS PROPERTY APPEARS TO LI E I N FLOOD ZON E "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY- PANEL NUMBER 51003CO140D EFFECTIVE DATE: FEBRUARY4, 2005 WATER: ACSA SEWER: ACSA WATER SUPPLY WATERSHED: N/A SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, 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 MINIMUM: 10' (SEMINOLE TRAIL) FRONT MAXI MUM: NONE SIDE: SEPARATION IN ACCORDANCE WITH THE BUILDING CODE PARKING SCHEDULE PARKING REQUIRED (13/1000 BUILDING SF) 30SPACES PARKING PROVIDED: 21 SPACES* HANDICAP SPACES PROVIDED: 2SPACES * SHARED PARKING AGREEMENT IN PLACE WITH TARGET TRAFFIC DATA AM PEAK HOURTRIP (ENTER/EXIT) 3/2 PM PEAK HOURTRIP (ENTER/EXIT) 18/15 VEHICLE TRIPS PER WEEKDAY 734 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT O ro N ro U a Z > O N Z bj H Z Q O O U m O N r � U Q O M o r p N o = QLLJ Z ~ O W O OJ J O U W Y W O p 3 Y Q J OO N J O � O 0 RYA PERKINS LIC. No. 046565 a3/ol /2oz. N O O v0i Ll C) w ON cn d Q\ Q m m r� o 0 o > m o w w _ Y rl) O J ¢ 0 to 3 a U w V) 0 0 U LL] w (If \W 0 U VJ Q _W W J o EL '0r' I^^L O LU I L a- L a H- _ 2 0 LU LL U 0- 0 Q c� w J Q W w 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 c 0 0 a 0 `o x T E a c 0 0 a 0 0 C 0 NN O C 3 .. O 3 ri w z s Z .3 J Q " Y aci w z H r Q J O u c n ` c � O a 1 E Q - � o o � E � N n m Q � i � o n n c m J o 3 D O OJ E u _ s O 3 � v � u N V � C � O h N N O FL j n JI � y 'o m N Y m y E `o o �- n O a y V m N _ m _ o > `m � N U L 0 O C N n E w 2 z C_ Z C J O a N y o w Z � 9 L r Q C J N W 3 a O m O � J � N O � L O y c 0 n n � C � o Y� n � s � s 3 N �+ N s . N O p J r E n � 0 O o 0 r 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 ¢ : O ro N M N U ¢ z > OLd Li 0 z ¢ o O U c O N � U ¢ z o n 0 c o z N N co = z o } 0 U) N J O Ncl� � = W Y w O O � - J x Y ¢ J N N 0i 00 N J J OO � ■ O o r RYA PERKINS LTC. No. 046565 03�0�2022 , V O N O cnn (~n a w00 w� Ln O N � ¢ cn > m r m a 0 0 ¢ o } m o r7 w w _ CD 3 u Y O V w < S u O O U W 0 Z J rA�r' I..L W Z W W Q W o [\y LL W J 10 L.L 10r' O /�� LL N� 0- < _ =LY 0_ W U LL 0 u Q U W J \J\ W W m Z ¢ SHEET NUMBER CA- 101 0 N Ln 0 i f� 1cn N48042'30"W - 60.01 - - SS JI 1 I I I I I I I / I / ac� I / I I I I I /I I O I I I I I I 1 1 1 I I I I 1 1 1 I I N 1 N I 1 I I' I 1 1 I II In In P`� I o� CP �tx G�oe�� / / / / co / TARGET CORPORATION / D.B. 2896 PG. 171 w PARCEL ID: 03200-00-00-043BO 0 0 N48042'30W 163.26' I ���o Ln Ld o � ti. o rp 50 �t �� �4 G� G-� �A r,:� /V — — _ 15"RCP ---- rill J / �� �jl I�IIIIII ,11 1 1 , � I I 1 1 I 1 I I 1 I I , I , I I I , \ II 1 I I I I I I I I i I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 24"RCP ��,� O xOQ,/<DT0. F LEGEND BENCHMARK HANDICAP PARKING • BOLLARD SHRUB TREE SIGN ® DRAINAGE INLET DRAINAGE MANHOLE co CLEAN OU T �U UNKNOWN VAULT �s SANITARY SEWER V) 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 a a 0 C O T E Y O T a ° 0 0 r 3 ° a 0 N U c ° 0 a 0 0 T v Y T 0 0 a ° v 0 v C O 0 `o .S. ° 3 v � Z +�' Q 3 J z o � 5 — 3 J � c ° E 0 y c 0 Y ° � C m ° n c 0 z v 0 0 � a Q E c 0 `o E o N v n v Q I � 0 ° n � a N 0 ° O 3 E r — u O s = 3 0 N v V u � C � o ° 0 > o a I n ° Y U N Y a ° ° E y 0 0 n w � T V c o T � C v °= N V . m L ° U N O 0 C Z v Q E J � 1 N C Z .7 C — O J N O � C y S :J v v 0 O m O � J � N O � L O y c 0 � v n n C v o � 0 n ° 5 c v s 3 N �+ N s 0 0 C . E m J 0 or / I / I I � LINK I S411° 17'30"V i � I - - - - - -T- - - SAWCUT LIMITS FOR UTILITY CONNECTION / W ------ / EX. 1" WATER LATERAL TO BE- f REMOVED UP TO BUILDING --SS --�- SS / EX. 1" WATER METER -\ / TO BE REMOVED / I / EX. 4" WATELINE TO REMAIN - - / / EX. CURB TO F / BE REMOVED - / EX. TREE TO I I / BE REMOVED / I I / EX. VAULT TO I _-__---/ REMAIN EX. GATE VALVE AND WATER LATERAL TO BE REMOVED UP TO BUILDING � L NEW MARKET-HOLLYME1, LLC 6 D.B. 5125 EX. TRANSFORMER PARCEL ID: 0320( ? REMAIN 0 EX. TELEPHONE PEDESTAL TO BE RELOCATED EX. SIDEWALK TO BE REMOVED EX. FDC TO BE REMOVED SS INS I I EX. LATERAL, TEE, PLUG AND GATE VALVE TO BE REMOVED v l0 1 �1 EX. CONCRETE WHEELSTOPS, /TRIO BE REMOVED P / BE REMOVED O 2 ON EX. TREE TO BE REMOVED ® V///)/ EX.CONCRETE STEPS AND RAMPS TO BE REMOVED EX. MANHOLES ANDEANOUTS TO REMAIN EX. WALL �TO-Z-� BE REMOVED - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I RIP -RAP ^ (TYP.) INV = 535.85 104.43' EX. CURB TO REMAIN (TYP.) k I, {yi N I O CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE (SEE SHEET CS-101) r SAWCUT LIMITS (TYP.) EX. SIDEWALK TO \ �241 S41"17'30"W _ 53.41' , ";.q� \ BE REMOVED I \ \ a EX. CURB TO \ \ BE REMOVED \ \ \ I p \ EX. SIGN TO \ \ BE REMOVED' ® EX. SHRUBS TO \ \ \ \ \ BE REMOVED \ \ \ \ LIMITS OF DISTURBANCE: 0.30 AC. \\ I \ \ \\\ ��CCyy EX. 6" SANITARY \ \ \ LATERAL TO REMAIN Iz \ \ \ \ \ EX. ROW OF SHRUBS ono \ \ \ \ SS \ \ \ T, 0 BE REMOVEDL c� / I� \ \ \ \ \ p - EX. SIDEWALK TO �� O\ �n BE DEMOLISHED BM #2 \\\\ \ \ \ \y N CORNER OI 1 \ \ SS ELEV=542.74 I Ij \ \ \ \ \ TARGET CORPORATION \ - EX. WALL TO II D.B. 2896 PG. 171 \\ BE REMOVED 11x TOP=542.55 0) BE PARCEL ID: 03200-00-00-043BO \ \ / 2 pf IIINV=236.75 N \ \ EX. TREE TO rn ® EX. CLEANOUT - - -TO BE REMOVED EX. ELECTRICAL METERS AND BOXES TO BE REMOVED EX. BOLLARDS TO BE REMOVED (TYP. OF 5) J'P'MIHOLE TRAIL SWBCORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 SS REMAIN _ , EX. CLEANOUT TO BE REMOVED Ix EX. 6" SANITARY i LATERAL TO REMAIN i EX. BOLLARDS TO BE ' I _ - -REMOVED (TYP. OF 2) I I I L NIP EX. 6" SANITARY LATERAL TO BE REMOVED 1 FROM THIS POINT UP TO BUILDING EX. TREES O T�O L -619 2 5 5.90 _REMAIN (TYP.) _ _ - J i TOP-526.42 FL=522.30 I UF'=52ti.16 INV IN=521.45 INV OUT=521.30 N .-0 TOP=526.26 FL=520.40 g ssss SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 O,Q �y NOTES: 1. THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS. 5. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. 6. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 7. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. LEGEND: CURB AND GUTTER TO BE REMOVED SAWCUT LIMITS — — — — — — — LIMITS OF DISTURBANCE (0.30 AC) — — — — — UTILITIES TO BE REMOVED OR ABANDONED w Q ofz O ro N M N U Q Z > O uj Z o O U m O N Of � U Q Z o n 0 o O o Z N �O = Q Z U) O } 7 coo J O Ncl� � = W Y W O O 3: J Z a Y Q J N 0 OO o 0 RYA PERKINSS LiC. NO.046565 03�0/2022 , V O N O cnn V) a w(D0 w� Ln O N \ Q cn > m > m a� Q 0 Q o > m o 7 w CD w _ 3 u Y O ¢ N a w u O O U z J I..L z 0 J 50 G W n v ) a W o 1� W J o0�/ LL O I..L N� 0- < =LLI LY W U LL 0 O W J \J\ w Ld m m z Q SHEET NUMBER CV-102 6 0 0 Q C O C `0 x T 3 m O E _ Y n 0 X w a o L z .3 J 1 a J o U Y_ m z 6 � c 0 n a N I c I z E E wn L16 T B .o I S411°17'30"W I I _ T PROPOSED LOCATION FOR w 0 y i CONCRETE WASHOUT / z c I� (CONTRACTOR TO PROVIDE / m I IMPERMEABLE ` - I BARRIER/LINED PIT THAT- 0 PREVENTS RUNOFFS - f, - - Z L E / IIII `-- - -- - --- Q - f - -+- SS - - _ - S SS S N E o = _ ------ /------- W W / _I -- �y o E / // - - - - - - g 0 0 0 / IITs ' 0 J ' - Y I / Y a NEW MARKET-HOLLYME D, LLC D.B. 5125 PG. 20 o a PARCEL ID: 03200-00-00�-04300 (f \ �o \ 'S 4Z\ I // 9 \\� STG0. 3 v /// 00 . m / O 0 1 - n n a LIMITS OF DISTURBANCE: 0.30 AC. / I - p® x 'I y I` x539\ • • Q, i `0 _537c .536. ------ N - - - - - SF Z RIP -RAP PROPOSED LOCATION FOR SOLVENT PAINT STORAGE (CONTRACTOR TO PROVIDE IMPERMEABLE CONTAINMENT, EXTERNAL TO STORAGE) PROPOSED LOCATION OF SANITARY FACILITIES I`U 104.4 z PROPOSED LOCATION OF RAIN GAUGE 000 (CAN BE RELOCATED BY CONTRACTOR IF MODIFICATION IS NEEDED IN THE FIELD) I <0 kf � I to I� S41-17'30"W _ 53.41' Ly? O .APPROXIMATE LOCATION OF WASHOUT AREA di (SEE SKET CE-502) l \ \ lP \\ \ I a \ \\ \ SS \\ PROPOSED LOCATION OF SOLID NON -HAZARDOUS WASTE DUMPSTER \ \ \ \ IZ 41 \\\ \\\ \ \ \ \ N \ \ J \ \ \ 0 O \\\ BM #2 \\\ NE CORNER \ \ SS I OF D.I. I \ ELEV=542.74 I TARGET CORPORATION \ \ \ D.B. 2896 PG. 171 \ \ TS \ 1011��N =542.55 ° PARCEL ID: 03200-00-00-043BOdlO =236.75 �\ O T\\ Sq�_�II0 P SS / TP TPTo I 15"RCP _ O / .N (TYP.) I IP 339\ P=536 .2 Z d \I IN = 535.85 1 \\ Qn 0 ^IIII� 535 _ -b`--� N C _,I =------QH�- ` -534 -533 - �� - �s g - - - _ 43.89' z- - - -- -- S40° 04' 16"W 255.95' - - - - - - - a - - - 532- - �4 241�/ 14'a�` - - - - - - - _342`323 W �O 44.45' ' S42°35'23"W 00 Y- - - - - - - - - - - - - - - - - - - - - - - -529 - - - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - - - - - - - - - - - - - - -528 ------------527 -- Y o - - - - - - O 18"RCP _18"RCP � C _ Z_ � L w ` :J y m 3 O m O ` J � N O � L O y c 0 n n c � o � 0 n 0 5 c � L 3 N �+ N L 0 0 C E n J 0 0 0 0r C5 - - - - SEMINOLE TRAIL BM #' SW CORNER U. S. ROUTE 29 OF D.I. TOP=526.42 (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 TOP=526.18 INV IN=521.45 INV OUT=521.30 N A U TOP=526.26 FL=520.40 g 10 �\A �ssss GRAPHIC SCALE IN FEET 0 10 20 40 O,Q �y NOTES 1. CONTRACTOR TO USE EXISTING HYDRANT AS WATER SOURCE FOR THE CONCRETE WASHOUT AND CONSTRUCTION ENTRANCE. CONTRACTOR TO CONTACT ALBEMARLE COUNTY SERVICE AUTHORITY. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE CALLOUT SYMBOL QUANTITY 3.02 CONSTRUCTION ENTRANCE CE 1 EA. 3.05 I SILT FENCE SF X - X X 250 LF 3.07 I INLET PROTECTION IP ® 2 EA. 3.31 TEMPORARY SEEDING TS TS 0.30 AC. 3.31 PERMANENT SEEDING PS PS 0.1 AC. 3.38 TREE PROTECTION TP TP TP 140 LF LIMITS OF DISTURBANCE ­ -= 0.30 AC. PHASE I PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER (CRLD) MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTRY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. INSTALL PERIMETER SILT FENCE AND INLET PROTECTION AS SHOWN ON PLAN. 4. INSTALL CONSTRUCTION ENTRANCE AT PRIVATE DRIVE AISLE IN THE SHOPPING CENTER. CONTRACTOR TO KEEP EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. 5. BEGIN SITE DEMOLITION ACTIVITIES. MAINTAIN POSITIVE DRAINAGE TO EROSION CONTROL MEASURES AT ALL TIMES. CONTRACTOR TO SEED/MULCH AREAS IMMEDIATELY AS DISTURBANCE CONTINUES THROUGHOUT CONSTRUCTION. 6. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE II CONSTRUCTION ACTIVITIES. REFER TO SHEET CG-101 FOR PHASE II SEQUENCE OF CONSTRUCTION. z z o ro N rM N U ¢ Z > O Lo Ld z ¢ o O U c O N � U ¢ Iz o n of 0 0 c o Z N co = ¢ Z U) Y of 7 c J O N � = W YY w O 3 - a Y ¢ J N 0 OO o O RYA PERKINS LiC. No. 046565 03�0/2022 , V O N O cnn V) a W O W U7 O N ¢ cn > m > m a 0 0 ¢ o > m o r7 w w _ CD 3 u Y O ¢ N a w u O O U 0 J O �M z W 0�= LLJ W �O U W G W 06 z �w/ �/ ) � Q W z o 0_ W J o0/�/ LL LI- O (� N� 0- < =LY LLI LLJ U LL 0 O W J \J\ w Ld m m z Q SHEET NUMBER CE-101 v 0 0 a 0 0 I v T Y 0 D T > ° Q .. y 0 Y ° a L Z 3 � v z D a ° L N z J y 3f .0 Y ° 0 Z N a - ° z 21 E n = T W Z E a 4 z a D n Y 0 w a ° B n ° c ° � o 0 L `o n y o � C a 0 0 E 5 N 3 n Q C N E N ° a a o N L L C � o ° v E 0 0 " = v 0 0 E N h w o I J o y N 0 Y m n E ° O 3 N N - .. L N u � s T 3 � o N " N v N u C L N U O c a ° n > U a y Y m Y L a z 0 Z T a c ° ° N z y J N N Y '- z C � `v z o w C E n , w z c_ a z ° N n ° Y � r L :J y m 3 a o O � J � o ° � v y c 0 n n � C � o � 0 n ° L � L 3 N �+ N L 0 0 E n � 0 p o Dr I� PROJECT DESCRIPTION THIS PLAN CONSISTS OF IMPROVEMENTS ASSOCIATED WITH A NEW CHIPOTLE RESTAURANT WITH A DRIVE-THRU TO BE LOCATED AT 109 COMMUNITY DRIVE IN ALBEMARLE COUNTY, VA. THE SITE AREA IS 12.93 ACRES WITH AN ULTIMATE LIMITS OF DISTURBANCE AS 0.30 ACRES. PROPOSED IMPROVEMENTS INCLUDE A NEW 2,325 SF BUILDING AND ASSOCIATED DRIVE AISLES, PARKING AREAS, CURBING, WATER AND SEWER SYSTEMS, AND STORM DRAINAGE SYSTEMS. SITE WORK INCLUDES DEMOLITION OF AN EXISTING BUILDING AND ASSOCIATED PARKING LOT, UPDATES TO EXISTING DRAINAGE NETWORK, CLEARING AND GRADING, UTILITY INSTALLATIONS, PAVING AND LANDSCAPING. EXISTING SITE CONDITIONS CURRENTLY, THE SITE IS AN EXISTING RED ROBIN RESTAURANT AND PART OF THE HOLLYMEAD TOWN CENTER, AND IS MOSTLY IMPERVIOUS LAND COVER. THE SITE AREA ASSOCIATED WITH THIS PLAN INCLUDES EXISTING ELEVATIONS RANGING FROM APPROXIMATELY 544 FEET TO 540 FEET. CURRENTLY THE MAJORITY OF THE SITE DRAINS TOWARDS AN EXISTING GRASS SWALE WHICH OUTFALLS TO EXISTING DETENTION PONDS AS PART OF THE HOLLYMEAD STORMWATER MANAGEMENT PLAN. ADJACENT AREAS THE SUBJECT SITE IS BORDERED BY PET SMART TO THE SOUTHWEST, MIXED RETAIL AND PARKING TO THE NORTHWEST, PARKING TO THE NORTHEAST, AND US-29 SEMINOLE TRAIL TO THE SOUTHEAST. OFF -SITE AREAS THERE ARE NO AREAS OF OFF -SITE DISTURBANCE. SOILS ACCORDING TO THE NATURAL RESOURCE CONSERVATION SERVICE MAP THE SOILS ON SITE ARE CLASSIFIED AS: MAP UNIT: 34D - GLENELG LOAM, 15-257., HYDROLOGIC GROUP B FOR MORE DETAILED SOILS INFORMATION, SEE THE FINAL GEOTECHNICAL REPORT. CRITICAL AREAS THERE ARE NO WETLANDS, WATERS OF THE US, OR FLOODPLAINS DISTURBED WITH THE CONSTRUCTION OF THIS SITE. A PORTION OF MANAGED STEEP SLOPES EXIST TOWARDS THE SOUTH OF THE SITE NEAR SEMINOLE TRAIL, AS SHOWN ON CV-101. THE MANAGED STEEP SLOPES WILL NOT BE DISTURBED. PERMANENT STABILIZATION PERMANENT STABILIZATION SHALL BE PROVIDED BY THE SITE CONTRACTOR AND WILL BE ACHIEVED WITH SEEDING OR SODDING AS SHOWN ON THE LANDSCAPING PLAN SHEET FOR ALL VEGETATED AREAS. CONCRETE, PAVEMENT, AND OTHER IMPERVIOUS SURFACES WILL STABILIZE THE REMAINDER OF THE SITE. SOIL STOCKPILE NOTE NO SOIL STOCKPILES ARE ANTICIPATED FOR THIS PROJECT. EROSION CONTROL MEASURES THE FOLLOWING EROSION CONTROL MEASURES AS SHOWN ON THE EROSION CONTROL PLAN SHEET(S) OF THE SITE PLAN WILL BE USED FOR THIS PROJECT: 3.02 TEMPORARY STONE CONSTRUCTION ENTRANCE - A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER WILL BE PROVIDED AT THE PRIMARY CONSTRUCTION ACCESS POINT. THE PURPOSE OF THIS PRACTICE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. 3.05 SILT FENCE (OR SILTSOXX) - A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED WILL BE PROVIDED AROUND MUCH OF THE SITE PERIMETER AND PARALLEL TO SLOPED AREAS. THE PURPOSE OF THIS PRACTICE IS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 3.07 STORM DRAIN INLET PROTECTION - A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET WILL BE PROVIDED AT ALL INLET LOCATIONS WITHIN THE LIMITS OF DISTURBANCE. THE PURPOSE OF THIS PRACTICE IS TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 3.31 TEMPORARY SEEDING - THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS WILL BE PROVIDED ON ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 14 DAYS. TEMPORARY SEEDING SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN LONGER THAN 14 DAYS AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUCTION UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. 3.32 PERMANENT SEEDING - THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED WILL BE PROVIDED AS SHOWN ON THE LANDSCAPING PLAN. PERMANENT SEEDING SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED AS PER MS-1. THE PURPOSE OF THIS PRACTICE IS TO REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS AND TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. 3.38 TREE PROTECTION: PROTECTION OF DESIRABLE TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCTION ACTIVITY. ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO URBAN -TYPE USES. r m MAINTENANCE MS-19 MINIMUM STANDARDS (CON T.� BETWEEN THE TIME THE EROSION CONTROL PLAN IS IMPLEMENTED AND FINAL SITE STABILIZATION IS ACHIEVED, ALL MS-19 PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO Li DISTURBED AREAS AND EROSION CONTROLS MUST BE INSPECTED NOT LESS THAN ONCE EVERY SEVEN (7) CALENDAR DAYS INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE Q o AND WITHIN FORTY-EIGHT 48 HOURS FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT. ( ) WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING EXAMPLES OF PARTICULAR ITEMS TO BE EVALUATED DURING SITE INSPECTIONS ARE LISTED BELOW. THIS LIST IS NOT CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES INTENDED TO BE COMPREHENSIVE. DURING EACH INSPECTION, EACH INSPECTOR MUST EVALUATE OVERALL EROSION CONTROL AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. SYSTEM PERFORMANCE, AS WELL AS THE EFFECTIVENESS OF SYSTEM COMPONENTS. ADDITIONAL FACTORS SHOULD BE CONSIDERED AS APPROPRIATE TO THE CIRCUMSTANCES. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER: (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR • LOCATIONS WHERE VEHICLES ENTER AND EXIT THE SITE MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT (2)(A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR z TRACKING. A STABILIZED CONSTRUCTION ENTRANCE WILL BE CONSTRUCTED WHERE VEHICLES ENTER AND EXIT. THIS CAUSE EROSION OF CHANNEL BED OR BANKS. O ENTRANCE WILL BE MAINTAINED OR SUPPLEMENTED AS NECESSARY TO PREVENT SEDIMENT FROM LEAVING THE SITE ON (B) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT cn VEHICLES. SEDIMENT TRACKED ONTO PUBLIC ROADWAYS MUST BE SHOVELED OR SWEPT FROM THE ROADWAY AND OVERTOP ITS BANKS AND BY THE USE OF A TWO-YEAR STORM TO DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; RE -DEPOSITED ON SITE IN A MANNER THAT MINIMIZES ITS OFFSITE RELEASE POTENTIAL. AND (C) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A TEN-YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE I? • SEDIMENT BARRIERS MUST BE INSPECTED AND, IF NECESSARY, THEY MUST BE ENLARGED OR CLEANED IN ORDER TO PIPE OR SYSTEM. PROVIDE ADDITIONAL CAPACITY. ALL MATERIAL EXCAVATED FROM BEHIND SEDIMENT BARRIERS SHALL BE STOCKPILED ON THE UP SLOPE SIDE OF THE BARRIER. ADDITIONAL SEDIMENT BARRIERS MUST BE CONSTRUCTED AS NEEDED. C. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: • INSPECTIONS WILL EVALUATE DISTURBED AREAS AND AREAS USED FOR STORING MATERIALS THAT ARE EXPOSED TO (1) IMPROVE THE CHANNELS TO A CONDITION WHERE A TEN-YEAR STORM WILL NOT OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION CHANNEL THE BED OR BANKS; OR RAINFALL FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. IF NECESSARY, (2 PIPE SYSTEM TO A CONDITION WHERE THE TEN-YEAR STORM IS CONTAINED WITHIN THE APPURTENANCES; (2) IMPROVE THE PIPE THE MATERIALS MUST BE COVERED OR ORIGINAL COVERS MUST BE REPAIRED OR SUPPLEMENTED. ALSO, PROTECTIVE SITEDESIGN THE PRE -DEVELOPMENT FF CREASE NWHEN ORUNOFF M TO INTO L NOT ANOT MFROM LOR o BERMS MUST BE CONSTRUCTED, IF NEEDED, IN ORDER TO CONTAIN RUNOFF FROM MATERIAL STORAGE AREAS. OUTFALLS (INTO CAUSEUSE NATTURAN CHANNEL WILL DEVLOP ENTK EAKORUN RUFF NOFF RATE A TENRYEARRSTORM INCREASE • GRASSED AREAS WILL BE INSPECTED TO CONFIRM THAT A HEALTHY STAND OF GRASS IS MAINTAINED. THE SITE HAS OUTFALLS INTO A MANMADE CHANNEL; OR z ACHIEVED FINAL STABILIZATION WHEN TURF GRASS COVER PROVIDES PERMANENT STABILIZATION OF THE SOIL SURFACE (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO EXCLUSIVE OF AREAS THAT HAVE BEEN PAVED OR COVERED BY BUILDING(S). PERMANENT STABILIZATION IS NOT PREVENT DOWNSTREAM EROSION. CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND D. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS. o N WILL INHIBIT EROSION. N • ALL DISCHARGE POINTS MUST BE INSPECTED TO DETERMINE WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN E. ALLPROJEHYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT z PREVENTING IMPACTS TO RECEIVING WATERS. - ; F. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR Uj o MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON RESPONSIBLE w z BASED UPON THE RESULTS OF THE INSPECTIONS, EACH EROSION AND SEDIMENT CONTROL MEASURE SHALL BE REPAIRED FOR PERFORMING THE MAINTENANCE. ¢ o AND/OR MAINTAINED IN ACCORDANCE WITH THE MAINTENANCE REQUIREMENTS SPECIFIED IN THE CORRESPONDING SECTION OF o c G. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF f E cc THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE CONTRACTOR SHALL MAINTAIN A COPY OF THIS HANDBOOK ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL. ON SITE AT ALL TIMES DURING CONSTRUCTION. o H. ALL ON -SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. _� o /_\ z N co o = I. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, a w I z ~ o I w ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. p N cooJ DUST CONTROL MEASURES - J. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT r o zz 1. MEASURES REQUIRED FOR ALL DUST -GENERATING ACTIVITIES SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE w DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. �_ 3 a ALL SITE PREPARATION, DEMOLITION, CONSTRUCTION, GRADING, EXCAVATION, OR OTHER ACTIVITIES THAT HAVE THE POTENTIAL TO CREATE DUST (COLLECTIVELY REFERRED TO AS "CONSTRUCTION ACTIVITIES") OR WILL EXPOSE OR DISTURB K. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, N N N 0 CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. o 0 SOIL SHALL IMPLEMENT THE FOLLOWING DUST CONTROL MEASURES WHEN THE ENVIRONMENTAL INSPECTOR DEEMS NECESSARY: L. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY O° REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE 1.) WATER ALL ACTIVE CONSTRUCTION AREAS OR DUST —GENERATING ACTIVITIES WHEN NECESSARY TO PREVENT DUST CHANNELS IF THE PRACTICES ARE DESIGNED TO (1) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; o FROM BECOMING AIRBORNE, APPLYING AS MUCH WATER AS NECESSARY TO CONTROL DUST WITHOUT CREATING RUN-OFF. (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE INCREASED WATERING FREQUENTLY MAY BE NEEDED DURING HOT, DRY WEATHER OR WHEN WIND SPEED EXCEEDS 15 ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10-YEAR, 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A MILES PER HOUR. REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR LTH p 2.) MINIMIZE TRACKOUT OF MUD, DIRT AND OTHER POTENTIALLY DUST —GENERATING MATERIAL ON VEHICLES AND EQUIPMENT BY INSPECTING TIRES AND CLEANING AS NECESSARY TO REMOVE MATERIAL PRIOR TO ENTERING PAVED MAN-MADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 6265 OF THE ACT 15 44 1 54 OR 62 15 44 .1-.:.-.:. 'LPG, �� ROADWAYS. TRACKOUT OF LOOSE MATERIALS SUCH AS DUST, MUD, AND CONSTRUCTION DEBRIS WILL BE MINIMIZED BY �O USING A WASH STATION INSTALLED AT THE ACCESS/EGRESS POINT TO THE PROJECT SITE. GRAVEL PADS WILL BE M. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1- 44.15:52 A OF THE ACT AND THIS U RYA PERKINS SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE STORMWATER MANAGEMENT ACT (§62.1-44.15:24 ET SEQ. OF a INSTALLED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS THE CODE OF VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE LiC. No.046565 OUTLINED IN THE STORMWATER POLLUTION AND PREVENTION PLAN (SWPPP) (PREPARED SEPARATELY). VEHICLE TIRES VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS. "d `� 03�O/2022 O AND EQUIPMENT WILL BE INSPECTED AND CLEANED IF DRY SOIL PARTICLES ARE PRESENT. WHEEL WASHERS WILL BE Q UTILIZED IF CLEANING WILL NOT REMOVE PARTICULATES BEFORE THEY REENTER PAVED ROADWAYS. N. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMIT REGULATIONS SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF MINIMUM STANDARD 19. ry•,,.� MS-19 MINIMUM STANDARDS MS-1 PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2 DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3 A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4 SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6 SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. MS-7 CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8 CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9 WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10 ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11 BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12 WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13 WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14 ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15 THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16 UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. MS-17 WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. V O N O Lnn V) � w0 � Ln w O N \ cn > > a� ¢ a m > p 0 o m o GENERAL EROSION AND SEDIMENT CONTROL NOTES: Q \ z z w (FROM VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK) _ r7 CD 3 u Y O a N a w V w y S ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED I � 10 o c� ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. J ES-2: THE CHESTERFIELD COUNTY ENVIRONMENTAL ENGINEER MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. O ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. Q ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 7 1 ui ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW ` 17 OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE CHESTERFIELD ` z > COUNTY ENVIRONMENTAL INSPECTOR. O ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION 7 AS DETERMINED BY THE CHESTERFIELD COUNTY ENVIRONMENTAL INSPECTOR. L v � ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE O `� DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. UJ ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED SEDIMENT TRAPPING/FILTERING DEVICE. NO CONTAMINATED EFFLUENT OR Z WI GROUNDWATER MAY BE DISCHARGED WITHOUT A SEPARATE VPDES DISCHARGE PERMIT FROM THE VIDEO. O W O ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES NOT LESS THAN ONCE EVERY FOURTEEN (14) CALENDAR DAYS AND THIN 48 HOURS FOLLOWING A RUNOFF PRODUCING RAINFALL EVENT (0.5 INCH OR GREATER RAINFALL WITHIN A 24-HOUR PERIOD). A RAIN GAUGE SHALL BE INSTALLED ON -SITE TO Z z DETERMINE IF AN INSPECTION TRIGGERING RAINFALL EVENT HAS OCCURRED. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE 0N � EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. I 1 1 1 ES-10: DUST CONTROL SHALL BE PROVIDED IN COMPLIANCE WITH APPLICABLE LOCAL AND STATE DUST CONTROL REGULATIONS ES-11: NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, ARE ALLOWED TO BE DISCHARGED FROM THE SITE WITH STORMWATER. ALL SOLID WASTE, INCLUDING DISPOSABLE MATERIALS INCIDENTAL TO THE MAJOR CONSTRUCTION ACTIVITIES, MUST BE COLLECTED, REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. ES-12: ALL PERSONNEL INVOLVED WITH CONSTRUCTION ACTIVITIES MUST COMPLY WITH STATE AND LOCAL SANITARY OR SEPTIC SYSTEM REGULATIONS. TEMPORARY SANITARY FACILITIES WHERE PROVIDED AT THE SITE THROUGHOUT THE CONSTRUCTION PHASE MUST BE UTILIZED BY ALL CONSTRUCTION PERSONNEL AND SHALL BE SERVICED BY A COMMERCIAL OPERATOR WHEN PROVIDED. ES-13: NON-STORMWATER COMPONENTS OF SITE DISCHARGE MUST BE CLEAN WATER. WATER USED FOR CONSTRUCTION, WHEN USED FOR CONSTRUCTION, WHICH DISCHARGES FROM THE SITE, MUST ORIGINATE FROM A PUBLIC WATER SUPPLY OR PRIVATE WELL APPROVED BY THE VA DEPARTMENT OF HEALTH. WATER USED FOR CONSTRUCTION THAT DOES NOT ORIGINATE FROM AN APPROVED PUBLIC SUPPLY MUST NOT DISCHARGE FROM THE SITE. ES-14: MATERIALS RESULTING FROM CLEARING AND GRUBBING SHALL BE STOCKPILED UP SLOPE FROM ADEQUATE SEDIMENTATION CONTROLS OR HAULED OFF -SITE. ES-15: THE USE OF DETERGENTS FOR LARGE SCALE WASHING IS PROHIBITED. ES-16: CHEMICALS, PAINTS, SOLVENTS, FERTILIZIERS, AND OTHER TOXIC MATERIAL MUST BE STORED IN WATERPROOF CONTAINERS. EXCEPT DURING APPLICATION, THE CONTENTS MUST BE KEPT LOCKED IN TRUCKS OR WITHIN LOCKED STORAGE FACILITIES. RUNOFF CONTAINING SUCH MATERIAL MUST BE COLLECTED, REMOVED FROM SITE, TREATED, AND DISPOSED AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. Lol vJ Q W z c� 0_ W J o0�/ LL O 0 0- 0- =LLI IY W U LL 0 O U W J \J\ Q W W m Z Q SHEET NUMBER CE-501 6 } m N N O_ U W N a Q 0 a 0 `o x T v Y 0 Y a o z O o j Y 3 W 0 L N ti 3 0 o O Uj m Z w ° 0 01 E o M O x IM N Z = U Q � E O Z > Y w � o 0 o Q 0 o x U O O v N � U Q z 0 _M9 ^,dh,o o o Z N co = Z O Q O o Z } O 0 O N J r ° O N w 0 _ 0 - 1' O Ld U Lo o J Z = 3: W d U y 3 Y Q N y J N 0i O O N J J C y O ■ O O 3 d •- o ECON o Q E U o 0 00 `° v y O}�t�,Q.LTH O�y+A�P o o U RYA PERKINS a LiC. No. 046565 �Ao 03�0�2022 ° a TABLE 3.32-D o TABLE 3.31-B ONAL o `o Pavement or Impervious Surface SIItSOxxTM (8" , 12", or 18" TYPICAL) (Revised June 2003) (Revised June 2003) _ TEMPORARY SEEDING SPECIFICATIONS PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA o Concrete blocks or sand bags sized as needed (10' O.C.) QUICK REFERENCE FOR ALL REGIONS U N 0 N Nof v of o WORK AREA AREA TO BE PROTECTED w O = o N F-� Cn m r o mO W N O n � Q Q > m n Q z Z w r7 I� o O w o m o o = rq 0 3 U J 3 1' O Q N Q w U y V w w x U O O U U L � u 3 y � SECTION NTs o O E o o Qn ° FERTILIZER & LIME Z FL Apply 10-10-10 fertilizer at a rate of 450 Ibs. / acre (or 10 Ibs. / 1,000 sq. ft.) < <1 N n Concrete blocksorsand bags sized as needed (10' O.C.) Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) V J N O w NOTE: N N AREA TO BE 1 - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. V o ° PROTECTED 2 - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. O Q 3 - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin SiltSoxxTM (8", 12", 18" TYPICAL) # 4, 2003 Nutrient Management for Development Sites at hftp:/Awm.dcr.state.va.us/sw/e&s.htm#pubs ' ^ 7 T �/ J Z Cn `o WATER FLOW O Q Q LU w � o J WORK AREA (If UJ o Q NOTES: z vu 1. ALL MATERIAL TO MEET SPECIFICATIONS. 2. FILTER MEDIA TO MEET APPLICATION REQUIREMENTS. w N 3. FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY z ENGINEER. w o g PLAN rvrs Ld SiltSoxxTM for Sediment Control on Pavement FERTILIZER&LIME ��//�� o vJ Q a c NITS Apply 10-20-10 fertilizer at a rate of 500 Ibs. / acre (or 12 Ibs. / 1,000 sq. ft.) w u Z Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 Ibs. / 1,000 sq. ft.) O N o NOTE: > 0 - A soil test is necessary to determine the actual amount of lime required to adjust the soil pH of site. - Incorporate the lime and fertilizer into the top 4 - 6 inches of the soil by disking or by other means. w N r o - When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin W w # 4, 2003 Nutrient Management for Development Sites at hftp://www.dcr.state.va.us/sw/e&s.htm#pubs J O O U y v 3 a LL O O LU J � W L� W Y o N n s Z U�� v LLI � O �� L m L LIJ L 3 J v � s Q ° 0 /I 1 I v U✓ 1 1 1 m ° Z Q m D SHEET NUMBER 0 r CE-502 a ~ EXISTING PAVEMENT WIRE SCREEN CONCRETE BLOCK 1. SET THE STAKES. 2. EXCAVATE A 4"X4" TRENCH UPSLOPE 70' MIN. ALONG THE LINE OF STAKES. a .3 5:1 lii-��I�I�III-1T�- 6'MAX. ��— FILTER CLOTH 6" MIN. q MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION DRIP EXISTING GROUND GRAVEL* FIL WIRE SCREEN 70' MIN. � OVERFLOWS FILTERED WATER g WASHRACK 10' MIN. 4" i WITH SEDIMENT (OPTIONAL) � I III FLOW `] SNOW - DROP INLET WITH GATE SEDIMENT 12' MIN.* 10' MI c� z z w 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE FENCE SPECIAL APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY � Ln � EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. FLOWS ARE EXPECTED WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. R LJ aQ _ *GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE BLOCK AND GRAVEL DROP INLET woT #1 � 1�IN. COURSE AGGREGATE POSITIVE DRAINAGE TO E SEDIMENT TRAPPING -; * DEVICE V SEDIMENT FILTER MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION PLAN VIEW — y1p11N 12' MIN. BOARD FENCE CORD FENCE 3" MIN. FLOW PLASTIC FENCE 3" MIN. CORRECT METHODS OF TREE FENCING SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) FILTER CLOTH SECTION A -A FLOW � I I � 6'-7" 3 MAX A " t iv%�J \ YY ��j/ �I REINFORCED CONRETE DRAIN SPACE IIIr POINTS A SHOULD BE HIGHER THAN POINT B I \ SECTION B-B I DRAINAGEWAY INSTALLATION (FRONT ELEVATION) p�ypON CORRECT TRUNK ARMORING SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.02-1 SOURCE: VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK 3.05-2 � SOURCE: VIRGINIA EROSION AND SEDIMENT TRIANGULAR BOARD FENCE CONTROL HANDBOOK PLATE 3.38-2 STONE CONSTRUCTION ENTRANCE SILT FENCE TREE PROTECTION SEED APPLICATION DATES SPECIES APPLICATION RATES Sept. 1 -Feb. 15 50/50 Mix of Annual Ryegrass (lolium multi- florum) &Cereal (venter) Rye (Secale cereale) 50 -100 (Ibs/acre) Feb. 16 -Apr. 30 Annual Ryegrass (lolium multi-florum) 60 - 100 (Ibs/acre) May 1 -Aug. 31 German Millet 50 (Ibs/acre) SEED LAND USE SPECIES APPLICATION PER ACRE Tall Fescue' 95-100°� Minimum Care Lawn Perennial Ryegrass 0-5% (Commercial or Residential) Kentucky Bluegrass' 0-5% TOTAL: 175-200 IbS. High -Maintenance Lawn Tall Fescue TOTAL: 200-250 Ibs. Tall Fescue' 128 Ibs. General Slope (3:1 or less) Red Top Grass or Creeping Red Fescue Seasonal Nurse Cropz 2 Ibs. 20 Ibs. TOTAL: 150 IbS. Tall Fescue' 108 Ibs. Low -Maintenance Slope Red Top Grass or Creeping Red Fescue Seasonal Nurse Cropz 2 Ibs. 20 Ibs. (Steeper than 3: 1) Crownvetch3 20 Ibs. TOTAL: 150 IbS. 1 -When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended turfgrass variety list. Quality seed will bear a label indicating that they are approved by VCIA. A current turfgrass variety list is available at the local County Extension office or through VCIA at 804-746-4884 or at htt ://sudan.cses.vt.edu/html/Turf/turf/ ublications/ ublications2.html 2 -Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th -April ............................... Annual Rye May 1st -August 15th ........................... Foxtail Millet August 16th -October ...... Annual Rye November -February 15th ....................... Winter Rye 3 -Substitute Sericea lespedeza for Crownvetch east of Farmville, VA (May through September use hulled seed, all other periods, use unhulled Sericea). If Flatpea is used, increase rate to 30 Ibs./acre. If Weeping Lovegrass is used, include in an slope or low maintenance mixture Burin warmer seeding periods, increase to 30 -40 GO 0 73 ¢ ° C O i v E Y ° T a ° ° I APPROXIMATE LOCATION OF EX. 20' 7 PERMANENT DRAINAGE EASEMENT s I Y I I APPROXIMATE LOCATION OF EX. 20' GO PERMANENT DRAINAGE EASEMENT I / APPROXIMATE LOCATION OF w 6 EX. 20' UTILITY EASEMENT Li D.B. 2790 PG. 459 at J I } ` I �l ----I /// / / I °v I �I III / NORTHING:-------- 3934123.19zI I -D - - - - - EASTING: 1499619.4 o -S41I° 17'30"W - -104.43' o 4 T- - - T2�POQ Yoco APPROXIMATE LOCATION ION OF EX. 30' ACCESS EASEMENT RFSII T / 41 00ADA SIGN ADA PARKING EXISTING PAVEMENT (SEE SHEET CS-501) o AND STRIPING YP(SEE SHEET CS-501) o - - - - ONFg -- - - - - - - - - CONTRACTOR TNG 4q), I 11 o k5rI PARKING SPACES AS NEEDED FOLLOWING MILL AND OVERLAY ° 9.0' 9.0' 9.0' (� o APPROXIMATE LOCATION / / FCnO CONTRACTOR TO MILL AND OVERLAY, OF EX. VARIABLE WIDTH ACCESSIBLE PARKING SPACES TO r ACSA UTILITY EASEMENT / \ 'o D.B. 3258 PG. 199 / / <^� \ ,� ENSURE ADA COMPLIANCE SAWCUT LIMITS FOR UTILITY CONNECTION. V I 5' CROSSWALK. NORTHING: 3934162.06 CONTRACTOR TO REPAIR PAVEMENT TO MATCH (SEE SHEET CS-501) EASTING: 11499733.44 = - - - - - - - - - - - - - - - - - - L - - - - - EXISTING DRIVE AISLE WHERE APPLICABLE I ci I \ \ �29i 3 / T------ VDOT CG-12A RAMP TIE TO N \\ S41°17'30"W _ 53.41' Thy / I I I o / EXISTING CURB _ _ _ _ O - 2Q l 3 / / - - - - - - - R10.0' R10.0' \ E TO EXISTING SIGN BAND to R5-1 "DO NOT ENTER" SIGN / PROPOSED FENCE _ - - - - - - - - - - / o D \ (SEE SHEET CS-501) z E (SEE ARCH. PLANS) J / � \ \ 18" STOP -BAR I \ \ 1 0 / PROPOSED SIDEWALK _ e \ (SEE SHEET CS-501) \ \ APPROXIMATE LOCATION OF (SEE SHEET CS-501) 200 SF PATIO �'. \ / (SEE ARCH. PLANS) \ EX. 20' UTILITY EASEMENT TIE TO EXISTING CURB. CONTRACTOR \ \ D.B. 2790 PG. 459 n 6" WHITE STRIPE (TYP.)L TO REPAIR AND REPLACE CURB AND C \ o / t GUTTER AS NECESSARY \ - - - - - - - - - -1 PROPOSED LIGHT o POLE (TYP.) DRIVE-THRU L - \ T APPROXIMATE LOCATION I CONCRETE CURB CUT \ \ \ \ \ OF EX. VARIABLE WIDTH I WINDOW \ I \ ACSA UTILITY EASEMENT �° CONCRETE DRIVE AISLE \ \ \ \ \ \ a D.B. 3258 PG. 199 - \ \ 0 APPROXIMATE LOCATION OF EX. 20' 12.0' 11.0' 5.5' 5.0' \ Y PERMANENT DRAINAGE EASEMENT \ \ ° NEW MARKET-HOLLYMEAD, LLC DRIVE THROUGH PROPOSED t2,325 SF \ 1 D.B. 5125 PG. 209 LENGTH: 206' CHIPOTLE ° \ \ ° FIFE: 544.19 \ Q o PARCEL ID: 03200-00-00-04300 10 \ \ L w EX. TRANSFORMER 5 7' 11 0' 5.1' z \ \ \ \ o EX. TELEPHONE 41 \ \ E PEDESTAL EXISTING PAVEMENT ico `° R15.0' , f AND STRIPING (TYP.) Iv ¢ ° c n R15.0' O u DIRECTIONAL ARROW (TYP.) 13.5' 0 3 (SEE SHEET CS-501) 9A' ' .A 19.4' ...: a p p� BM #2 CONCRETE STEPS AND R15.0' '-33.3' N o n pl OCORNER I STAIR HANDRAIL R15.0' 7Q 20 0' 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. 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. N ELEV=542.74 (SEE SHEET CS-5o1) TARGET CORPORATION 3 D D.B. 2896 PG. 171 E o 5' CROSSWALK. .° (SEE SHEET CS-501) o ° ° W PARCEL ID: 03200-00-00-043BO 0 _ " CLEARANCE BAR ° ' ° rn (SEE ARCH. PLANS) ° TIE TO EXISTING CURB LOOP DETECTOR (TYP. OF 2) C4 y ca (SEE ARCH. PLANS) ffic a a EXTENSION OF BRICK SCREEN WALL - - - - 18" STOP -BAR i ° APPROXIMATE LOCATION OF EX. (TO BE DESIGNED BY OTHERS TO MATCH EXISTING) ---(SEE SHEET CS-501) > STORMWATER MANAGEMENT EASEMENT J n PROPOSED DUMPSTER 6" WHITE STRIPE (TYP.) _______________________ _ ______________ EXISTING SCREEN WALLL -- Y r .- R1-1 STOP SIGN AND / Y o 4" WHITE STRIPE AT 45' I R5-1 "DO NOT ENTER" SIGN T (SEE SHEET CS-501) E0 r-- ° CONNECT TO EXISTING SCREEN WALL R V � GO '- - NORTHING: 3933974.44 V EASTING: 11499787.07 V > V N 0 o SEMINOLE TRAIL N U. S. ROUTE 29 SWBCORNER OF D.I. `- .o (VARIABLE WIDTH R/W) ELEV=526.44 Q J A 1 ° SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" E AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) H GRAPHIC SCALE IN FEET 7 0 10 20 40 ak O N O T at O � J � N O � L Tl y c 0 N ur n n N N ° C W GO L O n � C N s L =' 3 N �+ N s 0 0 C E m 0 or I- APPROXIMATE LOCATION OF EX. 20' PERMANENT DRAINAGE EASEMENT 11499891.35 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 ,: ° o d G " VDOT STD. CG-2 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 Be MIN. BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE 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 INSET SCALE: 1 "=80' if 24' -1 if 24' 15�.'s if i 20 � if B'- 24' al al, ® tl e 1P ifif $ it 55p.0 Sdb)" TOW = 14< NOW = 544.4 w W 12' T"Idl Urdu T,y. TOW 545480 y I 11 I.1 I I. I I . I I �. . � 9 �a� � 1D• FUTURE OUTPAXRW ✓ Peemmml DlwOon to Remain in Pbae u1111 rwwe autpmuls or, Derdc,ed mar m at. ---------- MER( FEMCATED� PARKING RPOCS FROM ANCHOR 6 PARNI1L IJi FUTURE OUTPARCEL I w lu f 1 12'a !? Lipoloyl' AF I I I I III I Space mm Rub m 2a' 24' ' 1 . 'I 1-S1GRY 24 Q�p bF. _ _ DFS = 55250o - ` rVrf b9 �' • e ;; I s a • $ - fzxMe a Ouenpater Pad y • ,,�-IR• TdAt Ttp. 0. f�(�'11I�11I--III-III--I' �II� II {$ I edrut 9AEc xz a f � r ,-STORY b.000 3 f � R6 = 55I.5 1 W M C p - = PIr 17` 6�M �n �_I3 a � l F }➢ +Id U' a o. Ix . y AID 2C Is' WTPAMEL H 14,700 SF FFE = 545.9 e Type 2E or 5H Sprinkled f U.: A9 - 4ltl Goes /- -2-Wtll �i-IYvE'lw[u95pxw , (- " • 1141 0oality s"012 5.600 SEMINOLE TRAIL U.S. ROUTE 29 do QT/y e PROJECT AREA -- ------------------------------- ofz o 0 N M N 0 ¢ Z > O 1r o LLI z o 0 U c O N cc 0 ¢ I z 01•,0 0 0 GO o Z N = U) I Y o 7 cooJ 0 N � = W Y w O 3 J Z a Y Q J N 0 OO � o 0 I RYA PERKINS LiC. No. 046565 03�0/2022 , V O N O Cnn V) a w 00 Li Ln O N ¢ In > m > m a 0 0 Q o > m o r7 w w Y O a N ¢ w m v! Q W z W J o L.L /0/ OLL 0- N0 < LLI LL] U LL 0 O W J \J\ Q W W m Z Q SHEET NUMBER Cs- 101 C } m N N O_ U w N < CENTERLINE OF DRIVEWAY Q o S�o� pC o 0 5' S' 0 30 SAWCUT CONTROL JOINT GO�O� 4" CONCRETE, MIN. 3000 PSI STRENGTH T E 0 Y 4" COMPACTED VDOT TYPE I SEE CONCRETE #21-A STONE BASE V) o SIDEWALK SECTION BROOM FINISH 0 "�aal9l,,.i �� r'iil, tll Ci tr �Vq,V - _ ° LLI 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 y o COMPACTED SUBGRADE o 4 (WHITE LEGEND, RED BACKGROUND) GEOT CHNICALEFER TO REPORT FOR a FINAL SECTIONS AND DETAILS z TWO COATS WHITE APPLY 1/2" THICK PRE -FORMED PLAN SECTION ° REFLECTIVE TRAFFIC PAINT EXPANSION JOINT FILTER C O O N a DIRECTIONAL ARROW DO NOT ENTER SIGN (R5-1) CONCRETE SIDEWALK " O Z' Y � Q Z 18"x12" R7-8 SIGN o TYPICAL AT ALL GREEN LEGEND ON WHITE z D; WHITE SYMBOL _ a ACCESSIBLE SPACES o o BACKGROUNo N cc U RESER�D ON BLUE ON WHITE ¢ o PARKING BACKGROUND o w o o^ o c o � w 1.5' 2.0' in Q I 4 w o z~ w ADA SIGN POST z o U)coog o (PER DETAIL) a = w Y r o '0 12"x6" R7-8P SIGN uj z 1 w o TYPICAL AT ALL VAN GREEN LEGEND ON a 3 a ACCESSIBLE SPACES a BACK OF CURB Y a VAN WHITE BACKGROUND u? w J a 3 ACCESSIBLE o `� � o 0 0 12"x9" PENALTY SIGN Oo 3 (AS REQUIRED BY STATE o OR LOCAL CODE) w E o 0 STRIPE WITH 2 COATS OF WHITE °o REFLECTIVE TRAFFIC PAINT STRIPE CROSSWALK WITH 2 COATS N N WHITE REFLECTIVE TRAFFIC PAINT o TH O�y+A�P 0 v NOTE: SIGNS DENOTED HERE ARE TO BE PER MUTCD SPECIFICATIONS. 1 � RYA FIRKINS a ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING U LiC. No. 046565 a E 30" `P� 03�O �20L2M o G ONAL 0 SIGN PER PLAN z a a `0 In 'v 5 i6 BOLT IN 3 8 (ALUMINUM, 0.08" THICK, HOLE (TYP. OF 2) E SHAPE AND SIZE VARIES U O N O N N of b9 w O CN CD z Q m E _ �0 wN v' cn Q 0 a� w z z CD Y a¢ N¢ w 0 v ADA PARKING SIGNAGE D o W I o o s (PER DETAIL) M a � I I 3 I I o ° 2.0 MIN. IN SIDEWALK - _ .. AND PAVEMENT AREAS I � m o VARIES V J n y 2" I.D. SCH. 40 a 3" GALVANIZED in GALVANIZED STEEL PIPE J SQUARE TUBE ~ w J w (WHITE LEGEND, RED BACKGROUND) U_ U- y O Y y USE 4" SCH. 40 STEEL PIPE _ STOP SIGN (R1-1) w o FILLED WITH CONCRETE WITH O o 0 TOP ROUNDED. PAINT TRAFFIC m ^ o E YELLOW IF SIGN IS WITHIN 'ri O PAVED AREA OR SIDEWALK o R-4" N Z O °y O o SLOPE TOP OF PAVEMENT / 'N CONCRETE FINISHED GRADE O v N N 2 COATS OF 4" m GROUND / PAVING SURFACE WIDE BLUE TRAFFIC _ -III- o w PAINT (TYP.) i c o III I •:II —_I -111 III I III . _:III 1 o ao III ?III a z 0 4000 PSI CONCRETEI I > Ld v 6" DIAMETER III ''•" = w LO CONCRETE BASE UJ v 1.5' 6" J p ° a R=14 0 N L J � p o LL - NOTE: DETAIL FOR ALL SIGNS ONSITE, OUTSIDE OF THE BUILDING AREA LLI N a ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST w w :F 50 U�� V) ° 0 �0 s �s W 3 J s Q 0 0 /I 1 I J v LL m ° Z Q m SHEET NUMBER O r CIS-501 a ~ m 0 t U O N E O \1 N N O N I L U 0 N t r m N N O o o W N Q a D c 0 c o` T N E Y O T o z Q O S w 3 0 N U C N N O O Up N z Q o EXIST. WALL TO REAM IN cm o S T.O. PAR Il) N _ _ I `. 17' Z Q E _O_ .w—Ni iNi_iiii_i_iii_i_i_iii_i_iii_i_iii i �_ _ii_-• w w w i _> O iw i. . .. i U = N U) U m w ��� ��� iiii�-.i-.i-.i-.� � METAL GATE BRICK ROWLOCK TO O N � r (� D i MATCH EXISTING Q z� c n a W h 0 } BRICK VENEER TO Of OJ J o �' �_ �_�_ i� =� �__ MATCH EXISTING O W Y '.. M. . BRICK ROWLOCK TO Y MATCH EXISTING J tea_: M N BRICK VENEER TO o E ;_ �� i;=��� ���� i MATCH EXISTING O TH OF+ i —• —.� U O n EXISTING WALL AND DUMPSTER ENCLOSURE n DUMPSTER ENCLOSURE SIDE VIEW U RYA PERKINS a LiC. No. 046565 $ A30 1/4" =1' -0" Aso 1/4"=1'-0" w "Ao 03/DI /ZOZ.,v D Gti$" ZONAL 0 z d :2 a_ N U O N O cn (n o� NEW WALL EXIST. WALL TO REMAIN O w NN cn o O N H co > m > m . Q Q m 0 o o Y p 3 1' CD a in a w T.O. PARAPET N O U IT-O" Lj L 3 O iiii BRICK ROWLOCK TQ�_�i ��_�i? ��_�_ ���_�_�5��_i� �_�_�? ��Z��_i D MATCH EXISTING i. wi —i — �i ii N� ii __i__i_i_i___N __ N___i_i___i_i_i___i_i__ ¢ BRICK VENEER TO �--------------------i---. U MATCH EXISTING _iw_. _i� i iiiiiiiiiiiiiiiiiiiiiiii. iiiiiiiiiii=iiii � ii_�� — � i —i—i�ii��ii� N ui BRICK ROWLOCK TO __ _i__ ______ ..i o MATCH EXISTING ���e.Si—w--. .S1=S.S.S���S.p���i�S�• 1 1 I W ___ ....... ............. w__N__ D _ _N ___w_ .�•-�i_=Y_ i =Y_oi_ i�=�•ii_=i-.i_=i_M i_=i��i_i_=�• =i BRICK VENEER TO �w i N =ww w N �iiii��ii�. .i i _ _ _= ii_iiii_—_—iii_ MATCH EXISTING .ii N w w N fJ __w_ __ _ .iiiiiiiiiii iiii� i_i_wi_i_wi_i_Ni_i_i_w_i_i _i_ _ _ _i •i-. _-.i_-. _N___N_i__ii-. _Y_-. i_ii _iii___N__ � N �QA aA• _ei i .� fw �� i� a �� •a M�f i iN O c n EXISTING WALL AND DUMPSTER ENCLOSURE WALL EXTENSION C/) Q Aso 1/4"-'-° VIEW FROM SEMINOLE TRAIL cz—� C N _W � \ O U N I I I L D L LI Ii N ` J O ¢ LL li � LL Y N c m ❑ N N w O D D a- Q EL W m LLJ r U z o r , 0 O v � L U w 3 J Q L o Ld W O m I c Q N E SHEET NUMBER O r CS-502 o / / I I U / o / I C _ ////--------------- - 546'�I a a - I T I n I° 0 I s I a 3 I _ SAWCUT LIMITS (TYP.)- L W ALL EDGE OF PAVEMENT ELEVATIONS- ° SHOULD MATCH EXISTING PAVEMENT ° y \ -ss---_--SS - _'--SS a SAWCUT LIMITS FOR UTILITY CONNECTION. CONTRACTOR TO REPAIR PAVEMENT TO MATCH _ ° EXISTING DRIVE AISLE WHERE APPLICABLE _ 3 0 D = E W W W W 1 y 7 544.24 Z T 544.03 TC = I I I 5 cc TC E I=rI I� = I I I I I ° - \ I I I w o III I 543.93 r TC 0 I N ` PS " 3 I I r 544- �y I I I II- I` / o0 I - / E n Y � Q I I I _= X � o X 7i y I ---- I I I o i I/ TP I I 31 Eoa I / E � I - / 'M E/D, LLC a X 20 Y' D-0 -04300 / SF r I ( X E 3 � I Q I 542.79 L TC T 3 U O V ° 2' X 542.56 a TC TO F o n - X g � - n Z w I Q /•-----� I-�p.J/ 'U \V` J N I 1 n N J - zo i �X z ,c L0 I /--------.-54' 1 / ►nX P n y D "6" I � z X - ° - n 40 41 L• m I r II 5TW A541.80-, X 0 IT QE I /Z 1 =Ken z N � jZ°Q-.Wi, - I- 535.94f L _ _ _ Z _ v _ Bw L 7 c * X SCREEN WALL TO FUNCTION AS v _ _ _ _ _ _ _ _ RETAINING WALL IN THIS AREA �� ' ° (TO BE DESIGNED BY OTHERS) SF o ° RIP -RAP r (TYP.) I IN V = 535.85 Y � II N o II 11\ -535- N �1111\\0. --- „\3��AE - - 5 m � ' ° o I 4 U _ C E 32 D o 531 N 1 -530 o r i ~ I I CONTRACTOR TO MILL AND OVERLAY ACCESSIBLE PARKING SPACES TO ENSURE ADA COMPLIANCE I 544.50 544.45 I -P P �-- SS DRAINAGE AWAY FROM EX. WALL TOWARDS INLET / I I I 544.48 544.48 p_ P \ CONTRACTOR TO RAISE RIM OF EX. MH TO PROPOSED GRADE _ i 3934162.06 11499733.44 S 41 0`1�7' 3 0 "W APPROXIMATE LOCATION 'OF WASHOUT AREA (SE -SHkET CE-502) \ \ \ \ \ \ \ -2 CONCRETE CURB CUT ~(R \ SS 543.50� \ TC ME �� \ 543.34 �\ TC ME \ \\\ 543.84 \ Tc \\\ 43.29 \ \ \ fC ME \ \ .543 53.41 \ \ \ \ \ \ \ \ \ \ \ SS \\\ \ a \ \ \ \ \ \ \ \ \ \ \ \ \ \ LIMITS OF DISTURBANCE (TYP): S42, \ 0.30 AC. I SF �� i to B M #2 - / I NE CORNER OF D.I. ELEV=542.74 \`� I I ITOP=542.55 INV=236.75 II Y CONTRACTOR TO INSTALL 30" ■ TRAFFIC RATED NYLOPLAST INLET TP 541.157;PAVEMENT' i C M,STO EX. i 40.63 - 540� ME / -_------------------ Yu � A� \ - -531- - - )P=539,g� L=-515.90 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. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL STD. & SPEC. MEASURE 3.02 CONSTRUCTION ENTRANCE CALLOUT CE SYMBOL QUANTITY 1 EA. 3.05 SILT FENCE SF 250 LF - X - X - X 3.07 INLET PROTECTION IP ® 2 EA. 3.31 TEMPORARY SEEDING TS TS 0.30 AC. 3.31 PERMANENT SEEDING PS PS 0.1 AC. 3.38 TREE PROTECTION TP 140 LF TP TP El 0.30 AC. LIMITS OF DISTURBANCE _ = PHASE II PROBABLE CONSTRUCTION SEQUENCE 1. CONTRACTOR TO INSPECT AND MAINTAIN ALL EROSION & SEDIMENT CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS/ADDITIONS BEFORE BEGINNING PROPOSED IMPROVEMENTS. 2. BEGIN SITE GRADING TO PROPOSED FINISHED GRADES MAINTAINING POSITIVE DRAINAGE TO EXISTING INLETS. INLET PROTECTION IS TO REMAIN IN PLACE DURING ALL PHASES OF CONSTRUCTION. 3. BEGIN INSTALLATION OF UTILITIES. 4. BEGIN CONSTRUCTION OF INTERNAL PARKING, CURB AND GUTTER, AND DRIVE AISLES. INSTALL STONE BASE TO ALL PARKING AREAS TO SERVE AS TEMPORARY STABILIZATION AND INSTALL TEMPORARY SEEDING IN NEWLY GRADED AREAS. 5. PAVE PARKING AREAS, INSTALL PAVEMENT STRIPING, AND FULLY STABILIZE ON -SITE IMPROVEMENTS. 6. REMOVE EROSION CONTROLS UPON FULL STABILIZATION OF ALL SITE IMPROVEMENTS. NO EROSION AND SEDIMENT CONTROL MEASURES CAN BE REMOVED WITHOUT APPROVAL OF THE ENVIRONMENTAL INSPECTOR FOR THE SITE. 7. INSTALL FINAL LANDSCAPING AND PLANTINGS. 8. SITE CLEANUP/DEMOBILIZATION. GRAPHIC SCALE IN FEET .L 0 5 10 20 O,Q �y ofz O ro N M N U Q z> O o Ld z Q O O U cc O U) C.) cc a Z 0 o Oo c o Z N co = Q Z U) O } of7 c J O Ncl� � = W Y W O 3 J Z 3 d 3:- Y Q J N 0 O° o O RYA PERKINISS LiC. No. 046565 03�0/2022 , w 00 Li Ln a� a a 07 ° �oo omo w w _ CD 3 u Y O a U a w u O O U 0 J 0 z Z °6 z az0z a. - < �0za. Z O� W 0 W N� 0 C� LLII..L C) VJ Q W z i� W J o0/ LL 10 O 0 0- 0- LLI LlJ U LL Z Q o LLJ J Q W W m z Q SHEET NUMBER CG-101 t N N O U O a a a a T Y O 0 s 3 0 L N 0 U O N Q a 0 0 S T m Y a c 0 0 a 0 D O O 3 c D O i c o — o Q N Y Y r Q Z 3 0 Y LI Q 3 3 Y J s n 3 J c v E I � 9 0 m N m i N -0 n o C O m 1 c O � N m ° 0 L O o E a o I o O m N 3 O N R' L 0 J � D O o a E a N 0 3 I L � U � L � 3 yo U J � I Y N O O Y O w E 'U -J N v � n L o v C v ° J o V N v U .N O Qj U j LI � > N - o Q « Y c a E Z Y vi it Q c � o � o Y ZD t n .6 L 5 v I � J N 0 a O N o � J 0 O L O Y c 0 � N n a U �o L U L C « � L L 3 N n 0 0 i « U « E n U D O � D «N O L l ~ PRE -DEVELOPMENT / — — — — — — — RIP -RAP (TYP.) — STORMWATER MANAGEMENT LEGEND LIMITS OF ANALYSIS = 0.30 ACRES PERVIOUS AREA (LIMITS OF DISTURBANCE) IMPERVIOUS AREA I41 N O I O 10 \ \ S41'17'30"W 5341' I \ r: go INV = 535.85 SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) L. \ �z a p N W NE CORNER OD.I. I LELEV=542.74 ITOP=542.55 IIINV=236.75 N c II0 i / / SS 11-0 pi OJECT OUTFALL — �I/ , 15"RCP 82 I OP=53�. o �=.Er,�5.90 I SEMINOLE TRAIL SWB1 CORNER U. S. ROUTE 29 OF D.I. TOP=526.42 (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 TOP=526.18 INV IN=521.45 INV OUT=521.30 POST -DEVELOPMENT 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 (0.30 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. / 00 / --- ` 10 — — — — — — — RIP -RAP (TYP.) `� M INV = 535.85 �� �1 11a SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) \\ 10 \ \ S41°1730W _ 53.41' _11'5 \ Q � d I \ \ ° \ .1 L J \ e \ \ I \ ° D n D N p � ° \\�] O v BM j/2 p NE CORNER OF D.I. ELEV=542.74 D p. w L .e •• a i ,.f?�, ITOP=542.55 W 1 i3 IIINV=236.75CIL N p O - III i / TP / III / I / I p a — PROJECT OUTFALL TP TP TP = 15"RCP OP=53 -n o'G 5.90 SEMINOLE TRAIL SWBM #1 CORNER U. S. ROUTE 29 OF D.I. TOP-526.42 (VARIABLE WIDTH R/W) ELEV=526.44 FL=522.30 TOP=526.18 INV IN=521.45 INV OUT=521.30 GRAPHIC SCALE IN FEET 0 10 20 40 O,A �y z O W N ro N CN N U Q z> O H Z Q O O U 00 O N Of� U a c; 0 O r O N o = Q Z ~ O W Of D 00 J O W Y W O O 3 Y Q J OO O O O r RYA PERKINS LIC. No. 046565 O3/DI /ZOZ. N O O v0i Ll �O W � vl a\ m m a� r� o 0 a o > m o z z W 1' CD CD ¢ in a w V) 0 0 U VJ Q (� _W W a - O ILL LL OLU I L a— LL Q _ 2 0- LU LL O Q CJ w Q W w m Z Q SHEET NUMBER CG-201 0 0 Q C 0 C `o T v E Y O T a ° r 3 a 0 L N O C y N O a 0 O T v Y T c 0 0 0 c c O 0 LO C 3 3 0 v 5 Z 3 J i r E 0 J ° y J o 0 Y n a c ° 0 a 1 E a C J O O L N 0 N n a I ° n a 0 ° 3 D L O U � s E 3 o ° I � C � o V � v N r� O a n > v JI '� =� a Y v v Y L 0 E T ° h v C � y y .m N N o _ Lv 0 0 U +• L C 0 � E Z a C J � 1 U r N - O J _ C J L J C J N v 0 a O m O � J � N N O � y c 0 n a v C N O L U n � 5 c � L 3 N �+ N L 0 0 C E T] J U 0r NORTHING: 3934123.19 .FASTING: 11499619.44 / S411T17'30"W i EX. HYDRANT / AVAILABLE FIRE FLOW: 1344 GPM / - SS �` - -� - SS / EX. 4" WATERLINE ------ L------ 5- W W - CONNECT TO EX. 4" WATERLINE / WITH 4" 90' HORIZONTAL BEND 3 / 1 4" GATE VALVE / TAP 2" DOMESTIC WATERLINE TO / PROPOSED 4" PLUG / I / 1.5" DOMESTIC WATER METER - - - - - - - (2) 2" 22.5' HORIZONTAL BEND I PROPOSED LIGHT - 3 POLE (TYP.) - NEW MARKET-HOLLYME D, LLC D.B. 5125 PG. 20 3 PARCEL ID: 03200-00-00�-04300 2" 45' HORIZONTAL BEND 92 TOTAL LF OF 2" SCH. 80 PVC DOMESTIC WATERLINE 2" 45' HORIZONTAL BEND RIP -RAP ^ (TYP.) INV = 535.85 SS ourp lipm llopoll v 11'11 1p� �y, 6" PVC ® 1.457 GT 1, -INV IN: 539.23 6" PVC, 1500 GALLON GREASE TRAP (SEE SHEET CU-501) _104.43' Z OD N 0 O 10) Lj I \ NORTHING: 3934162.06 EASTING: 11499733.44 \ S41`17'30"W 53.41' \ \ \ \ SEMINOLE TRAIL U. S. ROUTE 29 (VARIABLE WIDTH R/W) \ F \ \ \ \ \ B1 & B2 SEE BUILDING PLANS FOR SANITARY CONNECTION _ LF OF -12 4" PVC ® 4.05% CO 5 - -RIM: 542.39 / INV IN: 539.69 4" PVC I LOOP DETECTOR (TYP. OF 2) \ \ \ \ \ 12 \ RIM: \ INV IN: 6" PVC \ \ -EX. 6" SANITARY \ \ \ \ \ \ SEWER LATERAL \ \ Iz N O BM #2 \\\ \ NE CORNER 1 \ \ SS OF D.I. f \ ELEV=542.74 TARGET CORPORATION \ \ \ \ 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" 90° HORIZONTAL BEND 20121:Z011L1►19k11�� 104 1 1 1 2 1 LF EA. EA. EA. EA. EA. 6" PVC SANITARY SEWER 78 LF 4" PVC SANITARY SEWER 30 LF 6" SANITARY SEWER CLEANOUT 4 EA. 4" SANITARY SEWER CLEANOUT 1 EA. 1500 GALLON GREASE TRAP 1 EA. (SEE ARCH. PLANS) II I� D.B. 2896 PG. 171 \ \ 30 LF OF / OP=542.55 W PARCEL ID: \ \ \ \ 03200-00-00-043BO V' PVC 0 2.65% IIINV=236.75 N \ CO 3 (TRAFFIC RATED) c RIM: 540.71 n NV IN: 538.90 6" PVC III i NV IN: 538.90 4" PVC CO 4 (TRAFFIC RATED) SS RIM: 539.91 INV IN: 538.50 6" PVC i I G\S CONNECT TO EX. 6" SANITARY SEWER LATERAL WITH TRAFFIC - F^oro 27 LF OF RATED CLEANOUT. EX. =SDP200300081 INVERT IS AN APPROXIMATION BASED ON 6" PVC 1.457 AS-BUILTS. CONTRACTOR TO CONFIRM LOCATION i AND INVERTS OF EX. LATERAL PRIOR TO CONSTRUCTION OF F�=.it.35.90 VC ® 1.45%_tj----------� 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. V) z 0 w 01 O M N M N U a Z > O uJ Z a O O U c O N cc U a Z O n 0 O r p \ z N co = a Z U) O } of7 c J O N � =7 WOf Y w O Z O - >3 a > Y a J N 0 O 0 �� raj RYA PERKINIS LiC. NO.046565 03�0/2022 , w 00 LJ Ln aQ \ Q 'm 'm 0 0 o r m o r7 w w _ CD 3 u Y O a U) a w u O O U v / Q W z _ ssss TOP=526.18 W TOP=526.42 INV IN=521.45 w 0- FL=522.30 IIINV OUT=521.30 SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" J II O O AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) LL. IIA O � � II� w II =LLI LY TOP=526.26 I-L FL=520.40 OU LLJ J Q GRAPHIC SCALE IN FEET w w 0 10 20 40 m z Q SHEET NUMBER CU-101 6 C N N O 0 a C O E O S T E Y 0 T 0 0 3 0 c �i 0 ° 0 a 0 T v Y 0 0 a ° ° 0 c 0 0 O 0 N 0 N 3 � 3 n J Q o _ 5 w � 3 E o n y j c ° 0 0 o n ` c � o n i ° a E Q - c � o 0 0 E N N n ' Q I � 0 On m n F N ° D 3 0 W EL ° O 3 � v V h o N 0 > a J n JI ° Y 'o a L E 7 T h O T� N V N V � . 0 H > = N U 0 `0 ° n E J � Q w c � o N J . _ C � L 0 n � :J y 0 a o O � J � u, o ° y c 0 � y n a m 0 � o n � 5 c � 5 � 3 L 0 0 J y E m � 0 O o 0r SANITARY SEWER PROFILE FROM BUILDING TO CO 4 556 556 a >a 552 (o 0- 552 Lno 'R o U W)M > N O > d N Q LO M Q e > -0 W548 �Z elIL r,ZZ `-' �� a aato <� 548 Q .- �_ M 6 Ln a 'O MCY, CO 7 0 [L x to � o a0 a0� o ? ^O L-) oLo 02 Z?U C14 �z O 544 >>0.Lo Lo 544 > UK-- SEE BUILDING PLANS ? i z z FOR SANITARY F > --CONNECTION _ PROPOSED GRADE 540 - 540 1 LF OF 4A�427 6" PVC 4.42% L OF 15LFOF 6"PC01.5% 6" �VC 0 1. % EXISTI G GRA E 536 4 LF OF 536 6 PVC 0 1.45% 9 LF OF 534 1 6 PVC 0 1 45% 534 In+nn 11+nn SANITARY SEWER PROFILE FROM BUILDING TO CO 3 552 552 a µ U o dx � 548 N o'a 548 -0 in0 Q 'o MM� W x x to N=> a U O1 oo00 'n � ^ M '0 544 O " Z - ~ p 'n .. `_ q 544 .... of»> 540 540 1 LF OF EXISTING GRADE 4" PVC 4.05% GRADE 30 LF OF " PVC ® 2.65% 536 536 534 534 'n '7 u7 u� Ln 10+00 FIRE FLOW ESTIMATE FORM ISO (Insurance Service Office) Method of Calculating Needed Fire Flow NFF (Needed Fire Flow) ENGINEER Ryan Perkins, P.E. DATE: 3/1/2022 PROJECT NAME: Chipotle - Hollymead Town Center CALC. BY: RP TYPE OF CONSTRUCTION: NONCOMBUSTIBLE C-3 Class of Construction Coefficient = F: 0.8 GROUND FLOOR AREA: 2,325 #OF STORIES 1 Total Floor Area = AI (effective area) 2,325 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 3'8' a' 311, 510' 318. 3' 5' MIN, 4' 5' MIN, 12' MIN. GRANTER THAN 4' PROPOSALS WILL BE SUBMITTED. FIRE AREA CONSIDERED Construction Factor CI = 18 (F) (A,)0 5 Ci : 750 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 A (Worst Case) Occupancy Factor - Oi : I SIDE VIEW I 44" MIN. I I I EXPOSURE (X) AND COMMUNICATION (P):- 36 `I i XI+PI= 0.00 X4+P4= X2+P2- X5+P5= •• X3 + P3 = X6 + P6 = 18 MIN. (X+P)I -1 .0 + E(xi+Pi) _ 37` MIN. DOOR HINGES (Max X+P)i=1.75) 1.00 WINGNUT LOCKING ASSEMBLY •' (n=NUMBER OF SIDES OF SUBJECT BUILDING) . T 12 MIN. ' w 1,75' DIAMETER DRILLED NEEDED FIRE FLOW UNITS, FOR TOUCH READ NFF - (Ci) (Oi) (X+P)I NFF - 750 BYPASS I TOP VIEW Automatic Sprinklers: NO Reduction Factor: 0% % X NFF - - 0 C TOTAL: 750 ( 3" DIAMETER FLAT NOTES: ' BEARING SURFACE 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. UNDERNEATH Required Fire Flow- Rounded: 750 gpm LIFT HANDLE 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". I I MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". L- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 24' X 36' 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED Fire Hydrants Required*: 1 HATCH ALUMINUM ACCESS WATER PROOFING COMPOUND. 9 I CERTIFY THAT THE ABOVE INFORMATION IS TRUE AND CORRECT TYPICAL METER VAULT TYPICAL METER VAULT (1 1 /2" METER) 0 /.�;l N.T,S, SIGNATURE: P.E. NTS I FIG, W-7A FIG. W-7B * COMMERCIAL AREA REQUIRES 350 FT. M IMUM HOSE LAY TD-14 TD-15 References: NFF calculation procedure described in A.W.W.A. M-31, I.S.O.'s 1980 Conunercial Fine Rating Schedule and I.S.O.'s 1980 Fire Suppression Rating Schedule. .9/94 I 45' 2 0% L ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values PLACE V GALVANIZED WITNESS POST WITH (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) CAPPED ENDS PAINTED BLUE IN REMOTE AREAS c AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ACWWA Project Number d TO HIGHWAY DEPARTMENT APPROVAL. 45' I m45 ° PLUG Building address or number 109 COMMUNITY STREET a, . G I FINISHED GRADE ( I O J Residential or Non -Residential Non -Resident al 2 1 Pressure Zone at Project 7 W1 (Obtained from ACWWA or Hydrant Test)" A 1 1 Fixture Value Number of Subtotalo I Fixture or Appliance (at 60 psi) Fixtures Fixture Value I I ADJUSTABLE TRAFFIC RATED 11 VALVE BOX W/ LID FOR ALL BENDS FOR TEE OR WYE FITTINGS Toilet (tank) 4 2 8 ACCOMMO z_ u WIDEN TRENCH TO Toilet (flush valve) 35 0 0 ; ANCHOR IFA7E I Urinal (wall or stall) 16 0 0 z N REQUIRED. �I Urinal (flush valve) 35 0 0 D45n / I M Bidet 2 0 0 x BEDDING AS Shower (single head) 2.5 0 0 REQUIRED I o Sink (lavatory) 1.5 2 3 =Kitchen SinkUtility SinkPLUG¢Dishwasher 2 1 2 - - M.J. GATE VALVE MIN Bathtub 8 0 0 Clothes Washer 6 0 0 - -- T T - SECTION 1-1 SECTION 2-2 Hose connections (with 50 ft of hose) 3/4 in. 12 20 24 WATER LINE Miscellaneous d Ia � Bedpan washers 10 0 0 Drinking u Dental units 2 0 0 2500 P.S.I. CONCRETE b n 2'x 2' BEARING AREA. Combined Fixture Value 49.8 THRUST BLOCK d Demand (gpm) 44 n ' . 4 C d Pressure Adjustment Factor q 6" MIN. f 17.5" 6" MIN. 4 ' <. a 60" -� PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6'• 45 2.00 2.25 2.60 0.15 2.00 2.25 2.50 0.15 22 1 /2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8., 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 O.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 1 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 Total Adjusted demand (gpm) 46.2 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES Required ACWWA Meter Size 1 1/2" NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF TYPICAL GATE VALVE ALL THRUST BLOCKS. NTS CONCRETE THRUST BLOCKS FIG. W-5 NTS FIG. W-3 TTD-3 D-9 I i I ro N M N U ¢ Z % O d LJ Z ¢ o O U CO O N cc U ¢ z O of Z O 0 Z N CO 'O = Z U) } 0- 7 'U J O N � = W Y W O 3 J Z a Y ¢ J N 0 o O RYA PERKINS LiC. No. 046565 03�0�2022 , U O nl O Ln V) � w0 � w Ln O N ¢ In > m > m a Q 0 ¢ o > m o 7 w CD w _ 3 � Y O V w < S Ul O O U J W 0 1 J_ V) Q LU z u LU J o0/�/ LL LL O 0 0- 0- LLI w U LL Z Q U UJ J LU W m Z ¢ SHEET NUMBER CU-501 0 0 a C O 0 x T E Y 0 T d ° 0 L 3 a 0 L N 6 o , i o I ° / I II /+ I + + + + 10 10 *0 *0 *0 *0 + Y 0.1 �1\ 0.1.1 +0.2 +0.2 0.9 0.5 0 9 / /1.2 1.6 2.1/ 2.41 1.9 1.91 1.1 0.8 0.5 0.4 0.3 0.2 .2 .1 .1 .1 .1 .1 0.1 a *Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle.* Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Property Line Illuminance Fc 0.12 0.3 0.0 N.A. N.A. Parking Lot & Drive Illuminance Fc 3.58 8.1 0.7 5.11 11.57 Luminaire Schedule Symbol Label LLF Lum. Lumens [MANUFAC] Description MR3 1.000 17433 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-W-80LED-525mA-WW M R4-HS 1.000 13328 U.S. ARCHITECTURAL LIGHTING RZR-PLED-IV-FT-80LED-525mA-WW-HS ElWM3 1.000 11453 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-III-W-40LED-700mA-WW ElWM4 1.000 11153 U.S. ARCHITECTURAL LIGHTING RZR-WM2-PLED-IV-FT-40LED-700mA-WW 4 EXISTING POLE 1.000 8991 TRACE-LITE TL106-HPS-150 EXISTING GOOSEKNECK 1.000 8991 TRACE-LITE TL106-HPS-150 o '�. �\ 0.1 0.1 10.1 A.1 II 0.2 0.2/�.A o.6 1.0 1.6 2. /Q ii.1 3.8 3.0 � �1.17134, U l.0 0.604 03q 4 0.3 0.2 0.2 0.1 o.1 o.1 o.1 o.1 0.1 0.1 o.l Prepared by: o I \ 1 r _ _1 - - LIGHTING VIRGINIA CENTRAL l 1 0.1 kk 1 xi.T 0.2 0.3 0.9 0.7 1.6 + 2.1 / + 3.1 5.3 EXISTING 6 2.2 .4- H 8 0.5 0.4 0.3 J4.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 40OG-2 Southlake Blvd. o �� I G�OSEP�NE'C4� I ,�/ 15 a Richmond, VA 23236 .o > INGZF�UOSEKNE + 00 Tel: 804-379-7777 1 .1 0.1 0.1 0.1 0.2 0.3 0.9 0.7 2.4 3 6.8 r# a 0.5 �rft'..4 .3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 www.lightingvirginia.com ° -1 1 ' ' ern, p I ° to / 1 3 // b.l 0.1// 0.1 0.1 0.2 0.2 0-4- + 0 1.2 1.9 3. 4 5 6 01 7.31 7.8 '6. 9 7.3 5. 1 0 -1.5 2. 2 8 3.8� .0 6. 6. 6.4 6.1 4. i 3 / 0.1 P.1 0.1 0.1 0.2 0.2 0.3 0. 1. 1.9 2 3.0 3.8 4. 4.8, 4.6 4.9 3.8 2 r z - , / , D j 0 ----L----0-1/- 0.1-0.1 0.2 0.2 0.3 0.4 0 9 +.7 2.0 .1 .0 2.7 3.1 3.0 3.3'2 2 -0_1- � Y c / � .0 0.1 0.1 0.1 1 + 0.2 0.2 + 2.1 2.4 - .0 2.8 3. L. - u / m ` o - - - + + � '� / 0.0 0.1 0.1 0.1 0.1 0.2 0.2 I 0.3 .1 2.6 2.9 .2 1 7 0.8 0 a 0 0 + + + + + + + + + + + i a / 0.0 0.0 0.1 0.1 0.1 0.1 0.2 1 0. 1.7 4.1 3.7 .4 .1 .3 E / Q 2. .9 0.5 .5 0.4 0.4 0.4 0.3 0.3 0.2 0.2 0.2 MH = mounting height in FEET fm NOTES: 2. .0 1 t.7 +.7 + 5 0.4 0.3 0.3 0.2 10) 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA 1 9 +. 1.1 0.9 0.7 0.5 0.3 0.2 CENTRAL, ADAMS PARNELL, LLC. 2. THE OUTPUT ON THIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN 5 2.z 2,4 2.9 2.3 2.0 i.2 0. 0.4 0.3 THE LUMINAIRE SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT 4 S41'17'30'W - 53.41' , -Y RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED 2.7 Al 2. 3.z + 6.5 S.o +.o + I I I 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. 2. 2.6 8.1 16.3EkIr_TING•OPOLEo 0.9 0.5 0.4 3.4 ° 0.0 0.0 0.1 0.1 0.1 0.1 0.2 1 + 4.3 6.2 5.0_ .8 3 WM 47.4 4.9 3.9 3 ° I _ MH: 15 m + + 0.0 0.0 + + + 0.0 0.1 0.1 + 0.1 + 0. + �'"1 + 91.0 + 6.0 .1 .4 +I .2 749 + 6.0 + 4.1 Q f] R3 o NEW MARKET-HOLLYMEAD, LLC MH: 15 PR POS t2 25 SIF 0.0 0.0 D.6:05128-O G. �019 0.1 0.2 2.1 j9.1 8.9 5.8 .0 9 CH OT E 31• 6.5 5.1 9.0 0 a PARCEL ID: 03200-00-00-04300 ® FF 19 H: 15 1, o 0.0 0.0 0.0 0.0 0.1 + 0.1 + 0.2 + 1 + 5.6 + 4.5 .6 � u pp 3 + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + + 0. 1.`3' + 3.5 + 3. .1 •9WM3 0 0 MH: 15 "- 0.0 0.0 0.0 0.0 0.1 0.1 0.2 + 5 3.2 4.1 7. 6.6 4.1 V O h + 0.0 + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.3 .5 + 3.1 + 4.1 + + + + + + 4. 5 6 5.2 3.9 2. 2 0 0 a n 7 JI o +0.0 +0.0 +0.0 +0.1 +0.1 +0.2 +0.4 .7 + . 3 + 2 .8 3.3 3.4 3.2 2.6 2.0 1.9 Y m a N Y r 4 0.0 4 0.0 4 0.0 4 0.1 4 0.1 4 0.2 4 0.3 + 0. 0.8 + + 1.7 1.7 + 4 1S_* 1. 4 .2 + 1.2 `O IL 9�! L 0 _ + 0.0 + 0.0 + 0.0 + 0.1 + 0.1 + 0.1 + 0.2 + + + 4. + + :7- + - --�.�-0-53 + + n 1.3-4:4 h � \ � 4 MH: 15 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY + 2.9 o + 8.8 18.7 �+ 1�.0 •.7 2.1 1.0 0.6 0.4 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. .9 5.8 7.7 6.2 +.5 1--9 1.0 0.6 0.4 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO 0 a 3.6 4 9��3.6 I +.9 8 i 0 \ 0 6 ��.4 LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE MAY AFFECT FIELD RESULTS. 2 3.0 +. +. +. .4 + 0 0.6 0.4 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE \ \ OWNER'S REPRESENTATIVE. +.1 +. +. +. \ 2 3. 1.9 1.1 0:6� 0.4 00 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 2 +.1 9.5 i2.5 8.9 +^� W 2.0 i.o 0.6 0.4 � PLOTTED -TO -SCALE DRAWING IS PRINTED TO SCALE. 5.8 4 2.2 8 7.0 5.8 .� 2HS 7.1 6.9 5.4� p + + 6. 4.9 .7 0.7 .6 5.1 4.2 3.1 �XI§2NG5 FiF`01L�.0 1.0 b.6 b.4 MH: 15 10.3 7.8 �i9 1.8 0.9 0.5 0.4 W .6 5.8 3.9 j� 1. 0. 0.5 0.3 .9 2.3 1.8 i o 1.0 0.6 0.4 0.3 1.3 1.0 + 0.6 0.4 0.3 0.2 .------------I.�-0.._0--b-o I.Il.-0_L_b1-1.--+ 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 L 0 �3� III 0.5 3. 3.3 2.7 2. 1.6 0.9 0.6.5 0.4 0.3 0.2 0.2 s RIP -RAP N y + 0.0 + + 0.0 0.0 + 0.0 + 0.0 + 0.0 (TYP.) + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.1 + 0.2 + + + 0.1 0.1 0.1 + 0. + .2 + 0.3 .0 + + + + + �0.5 + + 0.4 P.3 + + + + 0.3 0.2 0.2 0.2 6 U y `0 + + + + + + 0.0 + �y + + + + + �c 1. + + 0. + P -.3 + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0��'O.V� 0.1 0.1 0.1 1- A 0.1 0.1 0.3 0.4 0.3 0.2 .2 0.2 0.2 0.1 0.1 _ 43.89' z _ _ b.o 0 0.0 0.0 0.0 b 0 0.0� 0.1J + 1 b 4U $.1�' °$.1 0.1 0.1 b.2 b.2 b.2 b.2 b. W b-z 0.2 b.l 0.�42°�5123"9� ` ° 4 0.0 4 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 4 0.1 + 1 0.1 J 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 S"2T5$LIj�OL '.0 TIT,13 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 1 0.1 0.1 0.1 0.1 IL U. S. ROUTE 29 J (VARIABLE WIDTH R/W) J v ;a o m O ` J � N O � L O y c 0 n n � C � o Y u n ° L � L 3 N J) L 0 0 C E m J ° 0r SHADE INDICATES LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 w ¢ ofZ O 0 N M N U ¢ Z > O o Ld z ¢ O O U N O N � U ¢ IZ O n 0 o O c o / \ Z N co = Z U) O } of7 c J O N � = W Y W O 3 - J Z 3 d 3: Y ¢ J N 0 o O V O N O Lnn (~n � w 0 LJCD n O N ¢ cn > m > m a 0 0 ¢ o > m o r7 w w _ r CD 3 U Y O V w < S Ul O O U Z Q J `Z_ 1 r2 V J W Q W Z: 0 0_ W J o0�/ LL O LL N� < Q =LLI LY W U LL 0 U Q U W J \J\ w w m Z Q SHEET NUMBER CL-101 Vi D O m m 0 O M > N E Y O Y O D L 3 LIZ U m O 0 TO C 0 O E n C O O O O O 0 0 O PAT `o .L. 0 3 z 0 n J_ 3 ¢ _ , D D y D 3 Z C = M J 0 O v Z 1)m 1 y J `) O SO m N U m C L D ) 0 C O d 1 a O � a ¢ E J ' U T C 0 O E O m as , To ¢ I DO ti m o o O a N L a 0 m O O 0 3 m E L U s : 3 O D m J ' N 6 'O 1) 0 m � m O a n -) O ]_ w U 0 Y Us N L 0 n w n > �iC °f O 7, U 0 � C V yI 4 '- Z) m N ' aj 0 U L m U m t 0 p C n N J D ¢ N y) C_ 21 0 0 Z m _ O C 7 . J d 0 L Z) TO n , J Z Us .. N J a O m O C Go 0 0 TO L O y C 0 T m n a N N C Us O L U n M C m y � , 0 N++ Y) L N 0 p 2i C E In D U D1- O o TO 1r 1 woo, name: LIGHTING 109 Community West Site VNROINIA SOLID STATE AREA LIGHTING PROJECTNAME BAZAR SERIES -LED ��T S P E C I F I C A T I O N S OPTCALHOUSING He cast low Co ar aluminum A356 cal <0.2% co Heavy PP I.( oy. PPeO nimbly with info m1 cooling finATha O tiwl Porrel rtwunti 9 P g g A surtace Is mmea SPIRIT ((surface variance <z .W2• ro Malrlare thermal tonal of heal to housing and cooling Ann. Solid barter wall see micaoomandelnts Orel camated to cNM al W P P aPsc and electrical compartments are Integrated to creole one assembly. Minimum wall thickness la.188'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy .At law copper aluminum (ASS& alloy: A.2% copper assemby with integral cwlirlg likes .... STEEL elecfncal compar mart and a flat TO ace on ties top of the arm to a modate a photocell receptacle. Solid barrier wall separates optical and electrical compentmente, The optical comCoOmenf and electrical compadment with the Inlegmtetl suppm ort arm combine to ole one assembly. Minimum wall thickness is .188". Cast and hinged driver assembly cover is InMgmMd with wiring compartment cover. PLFR-OPTICS Emitters (LED's) are arrayed on a metal core PCB W wlwBh each emitter located on a copperthermal tron. r dond enclosed by an LED refmobr. LED tics compWoly seal each Individual emitter to meet an IP66 rating. In aaymmO do destribuilOm, a (MODEM:RRRM.RRRRZR-GBROSMAF•) rosafieetor inalde the refrector redireoh ties hwae aide.Mla Output towards the dreel side and fuwtlws as a house side sheldingg element. Reirecters are Inledron molded H12 acrylic E M1 LEO rehacro d ro the PCB 'Me tl 1 R3 MTENTMNDING la awe over an eml ran a, refractors are retained by an aluminum hame.Arw one Panel, or T . groupof Ponela Ina Mem.LED standard sim/aeaomeoption. refactors produce standard site/area distributions. Pa are W field replaceable and field roaiable In W° IncmmeM3. 1 LED DRIVER(S) Comtont current electronic with a power factor of >.90 and a RZR-G minimum operating marperal of 40°F/-40°C. Drlver(s) Is/are UL and out recognized and mounted directly against the Electrical C ' T Housing To Facilitate thermal transfer, held down by universal D clamps tofacllVafe easy removal. In -line terminal blocks facillate, ring between the driver and optical arrays. Drivers accept an Input of 120-277V 5O/6OHz or 347V-48OV, 50.6OHz (0 - IOV T dimmable driver Is standard. Driver has a minimum of MV tnfemal surrgge proteotion.Luminalm supplied With 20KV surge proteclor for - pzp, MRM 6pm.Mu• A 0:> fMltl accessible inatallafiom) zr-Isere 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 (30o0K) Coon uM 'Hass WheretLEWo optional. •)ar RZR &RZRM V�larm WpYllNe AMBER LED's PG (Phosphor Converted Amber LED's utilize phosphors he create color output similar to UPS lamps have a all MOu} d gg P p e blue l bandwidth. TM (True Amber) LED's RZR-MAF' c T t emits only material that emits light in the amber spec}rol bandwidth only m t wHhoutthe use of phpsphom. FINISH Eledrost I.Il a lied TGICPo erPo ,CCotweubstroNo PP lyres 11 re ared with 20 P51 over wash d 140°F. Four a media dad P P P step and Iron phos hate pretreatment for proroctlon and pain} adhealon.400°F bake for maximum hardness and dumUliry. MASTARM FITTER/ELECTRICAL HOUSING Replaces standard Electrical Housingg. Ftls sfarldard 2 3/8- O.D. M1orizanfal tenon Two (2) straps with hvo (2 bo0s each encimle ties lower halt of the tenon. Upper halt the tenon rests w 'DLC PENDING Aa OF 7119 selfcenleMg steps that position Me angle of the luminaire at On, +1.5°.+1.5 or up from the horizantaLAll hardware Is slalniss 0.1. 0©LIB 020248 U.S. Architectural Lighting x" `wwwwwaI®�wo�l © ARCH® Submitted b LiM1R MI i.W-CNnbal Catalog Number: RZR-PLED-IV-FT-80 Type: • Job Name: LIGHTING 109 Community West Site HS-PLED R4-HS VIRGINIA Notes: LV-CENTRAL2135]93 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg l) Approximate Awmaye W mans-4000K Duran - isIdlenwmns) 3AYrN A.2ma ]MN 1D'MK Wtlx 4mae IC aN Wnuw IMF WWx deco. .,. . Urea ND v 2e Col ww� 41 sme 1a w aaM N a77a Iys. CA A6 awz M Mw I� 0] tress 1]b 1.. IaM] R AB M lm Tx6 m m lisle Ima IRA ll '® Ire I. A�gw AR w 116Yz 1� tat PARM dW he T999 Am MA .1m 6)yI6 be m, nAm sed les &MO 4w YO u. 93 ]w 999 a.V9 ,Z D. ryUnkin 114RML W.. LM MMAry LUMmS LIME 5 1. Eaton AI.IRTING SYSTEM rya% sa1pCE aLatK Cer =K CM WOK=T (PRO AM Wm PMAMFs 24 Up x4 PLID"Optical AR90- 3,133- 3.AW- MGM. 201 29 12D an MWuW-3Wmk 1784 3.5% 3.dn D] 0.10 24 LED NP Oplical 4,711- 4,47s- aW]- W,DOD. .'MI•F 42 120 034 MMub-525ma s AIse 5.075 R]] ON 24 .0 x4PLID°Oplkzl am a]22- a3M- M,W3. 3a°F 56 IN MS FM -)Laps• 891E as65 7Max 277 Me 24 a0 z4 PlH1'oahwl Ill 7.762- e,580- N.M. .201 3x 120 D.6e -1 rM FMyuW a50 9,375 &%6 eAW R]] D90 40 Up 4Ples cp8ca &BBB- MIX. &864- mews HIO'F C IN 03B Mayas-=5 6An 6AM Am 277 AT78 40 IED mPIID'Odkal 8,059- ].656- B,MR- m,LW. -Za°F W 1RD O.ss MMUW-szsn.A 9.2N &)ea 9,)a9 Rn D.R4 40 Up mPLHMCp11M stet- 10.)52- 6eaa01 -A'F 87 IN M73 MMW-]mm4 1MAD- 11.749 11,162 1zAg] 277 W2 40 LED mPLID•OwF i Ia642- IZwW- 14324- m,W3. -201 in 1xD I.lx MNub-1a Rate IQBM IAA35 R]] OA9 48 MD ABWID' m.TO. AO'F 59 12D 0.277 a ],6P ],169 ],91p � 4B IED ,Nap-00l l 9,330- MUR,- 9.79]- W.M. -201 79 120 O.m ModUW-32smA la]0s 10.1]0 I'm 27 p29 4a UN mRp`CpIKH EL]35- AN- Ilan- ma -2VF Ire IN "a Moles-]mma IAam it. 1ZA IA,I37 277 us 46 LED mP191.Opllml Ia3m- 15SSR- 1],17e- m,ae. -20°F Ire 12D 1.99 Moeule-1o50ma lean n.02 19.7(w xn Ose Rm W Up mPlE9°Odkwl IMad- 1ax83- N.3m- 6QaaD. 3VF 16 IN M75 MM'M-35am4 US IU2W IADW RII 0.31 80 IED m o PLOD p w Is.se]- IamS- 1a966- mW]. -Za•F I3o lxo l.lo Malm-525ma 17.BW )am Islas zn OAB 80 Up mNaO'CPlkal 19,]6]- 1&]]9- R0.Im- wall QPF 174 lie IA5 MMuM-7mma Sam 21,6M 2AB14 277 Obi so LED wP ool , 2a255- x m- 27.5m- W.M. 21-F 257 12D 2.22 MWUW-lawma SM. 'STABLE 31.6w 277 D.W Rma 80 IED wP oplbd 10.9M- 1&m3- 11,N8- 6&Wa. ,201 87 IN M75 Module-JSOM Ezw 11,9M 1A1M 277 oda 80 LED SU pI anlcol Ia]35- IaW8- 16.522- w,w]. -A°F IN IM 1,10 Moeule-StsmA I&054 17.151 18,957 277 0.48 so LED wPlm°Wlkd 2l 19.an- 21.a7e- 6yNT. -2I•F 174 IN I,15 Mosel MORTAL 2aw2 21,BB1 MAN 277 Cad 90 LED wPLIDcmUzoI Tilde,- Mail 29m3- w,EW. -ZOPF 2M In 222 Mayas-'=- 31,725 M139 33,311 277 a96 M mormwearrazi U.S.ARCHITECTURAL U.S. Architectural Lighting own- rmwla+>or © Submilletl L Ire MI inM-0enbal Catalog Number: -W-4eLED- Type: LIGHTING 109 Community West Site DMA-NW-XX-XX WM3 VI ROINIA Notes: TV CENTRAUl1 W83 BAZAR WALLMOUNT-LED LAMP/ELECTRICAL GUIDE LED SOURCE INITIAL IND. INmN Uffal WMms- LUMENS- RER NG SYBIEM MAX COUNT TYPE 3OURCE MAN( TEMIR 4 _MK S K MAN (NR}1MRI 1EMP WAITS VW18 IN%IrAMP3 20 Up nPLEO'Gpllml zwI- zln- zs61- 6aaw. 30'F 2l IN 0.21 ModuW-aSanN z]W z64z zaW T]] O.lo M LED MPLED'O911d1 3.623- am- 3.w8- 6,000E -21YF AS 1R0 On M.dust-52LM .. .1 aozs 2n D.15 20 Up nPLEO'CPllml "II- Awl- 4517- 6pw+ -20'F M IN DART MmuW-)Conn 4.921 4Aw aw9 2]) DUN M LED MPLEO'Ophwl 5.]W- a075- 5.W7- W.3 Ni 65 IRO ON Module-la5rrrvl 6Z 866E SAM 277 0.30 40 Up 6PLED Opmal S.00R- 4A]9- a12T- 6.am+ -20'F m IRO ModuM-36anN a5]9 am Ill 2)) NN 0.1] m LED AD PLED' 00-1 7,047- a170- 7,216- W.". -M°F 66 1N ON Module-5RSmA 7,86 6881 B.W9 277 am 40 Up Cprycal aan 7.7x4- 9,0.L- 60W. .10'F e] IM o.n ZIP MoyuW-)aanA 9,N0 461E 10.W] R]) 0.32 40 Ica 40PLED'Op1Lm1 11,5W- 10,16- E1,8]2- we ope, 301 last 1N 1.12 Motlub-la5aM 12932 EE,322 lam R]] DAB 6 Up wPLEO'Op1k61 ].6T- Reps- z6a1- 600M -20'F 68 1N OAS M6uW-35anW A36 7" "N Rn am 6 Up 6PLED-0P l 10.570- FOR- Mall 6.Om+ -M•F W 1M 0.6 Moeule-Td5rVA 1L]W ]am 12m4 2]] 0.90 60 IFO 6P1E0'OUliml IADB- 1EX6- 1A552- 6000. -10'F 131 1M O.RB ModuM-) lAM Man 1a116 2]) am 6 Up AdPtE0'OPllwl lI,J91- 15.R26- 1]810- MUM, -M•F 1W In ish Mad ua-IOSaM 19.3% 161.3 leave 277 0.57 NOTFB: 1. MS I;w Amp UlMh . G MrAry gxmArg. a war drdRcuron. a®sn9ms.m.Imnmlwe �e.Lwwnnew.rm.wae9rvwr.anamawwwP.rwr. AMwlue PUMgmNy PdMaM4gwgavh. a. L eved-rM21 mrrbq LmO p-c ll ....,. -I .m3 ,. WMKlla:al WuaF-.d .1Ud1n mwXhlxa...NaIM.1fIwM.aC .l. a ad m Ira/ go US InmMe lNw Mm nw)mw 1. m.lA]rml a sorer.. y.mnrg o,.lrcun wrr.n. ' .nor WMDM.]r4z.w.11n..MadMAbrMonr nb MWmx dud.a..dmewmawd all aN,.wmwnen6. Q N..- Few kes.UMol.".,ot.ol all wlAng mmwn..p v00� �br=,l ,.®®rmnA m., M U.S. Architectural Lighting green-1 © U.S. ARCHITECTURAL =as""-.a'��Me.�w m® SUDMIUB On: Oct did Inoex SUMPUTUTb Lighting MI armCOMMl Catalog Number: RZR-PLED-III-W-80LED-525MA-NW- Type: Job Name: ,aAXe uGHTIN E 109 Community West Site XX R3 Notes: yVARGINIA 11 LV-CEMML2r ]5393 BAZAR SERIES -LED WALLMOUNT PLED' MODULES \. i ffl RLFOE.PAao,)6 RZRE.PA.D.67 CASE ALUMINUM ARM AND WALL AV.11Maln', Avockdean: BRAC ETASSEMBU NOVIDEDWIi BWTUREISLT IN RETED WIRECONNSS FOR lID l®MOOuIeMm 60 M d t® a UWM 00 LED Module fIANPf/sUnlY WIFE CONHFCTIOX. ECTION, 120 LFDMatlula WALL PLATE POLE DRILLING TEMPLATE ]� STD' �'^ r,qq Pe k : wwewxv mean RLRA E.P.A.0.46 f 1 AvoJ.be in: 4a1ED MoeweMm 40 LED Module 6 hA. e Nesp .I.,,, - MIT. ac!Ord-, FaA.pm WRIPLED!V/BDIFD/00mA/Cw/211/RAL8019S a • • MOpEI .MACS ILL (MODE V(1L1AGE FnfaM WINJN$ MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS .0 M, CiNECIE:M COLC9 STAMaRI RING Teal C'n ]F%ILI®.1w ❑RIDO ❑mSI PLENI ® ❑INLED ❑T ❑NW(AOmM' DIM ❑fil ❑ Nggrownwasec OR xA ❑ ne mLL T NWJMm MTCIKOR IKNNOG TWMO" Risen ❑ iW I IAauleAw ❑ BT4M ❑ •m ❑ CW (SmORI ❑ WIwE aN2(w......... Mlw vets ❑ ]DDM' ❑ Cow <3DKY.) ❑ no RAL4lwiE ❑ ERERNY ❑Nm ❑ T49a�prAN ® ❑ IDYMr expon RR ❑ T]) Deal ❑ SKY RAWm6t IN%HSAIESNIBO .NERID PLl�lENI 'umwrA cu ❑WMro CFl+varAaE ❑ RmMRi• ❑ wLED ❑ Am ❑ 0.NE e,GLE (EXAMPLE M12M . KwV ❑ m.. PLEPRFM ® ❑Aoap RA INPE ❑1WMIALL ❑ GREEN REUMACLE ear IM ❑r'!e4 eNroE PLfwIFW AMBErt' PLEASE RALf6H1 ❑ ]yet twist IOCK ❑Pxagarc, SPECIFY �, REcmnaE par tip] ❑WRM ❑rel ® PLFDIV ❑ow CWVE'. MefR mPerr p„ ❑SNW.EFIH 4BLEU FOR a (ISV. sm SA V). M ❑PIFwVA ® ❑241FD ❑MEPaM' cesd`� ❑DMEIERUSE aB B TLW.A N .'arNonasa „° ❑Tlr`"N'aa- PLFDV06N...� asvgn,amNnx a ❑bRPW WTCN®SOU w PR(YMMAE Col.) ❑ M4vAE0 ® wase .... MSiSII PLEPViQM .mr-zMaaA- nmuntx , uw[ ❑ RB.g1E MU]ON Yddat ❑mEVYnm - C' CWIGWAICP ...... _ _.. MSKm PLf0.ViGW.. U S. suchB6cturol Lighting ^�� .wmrl_AA © U.S.ARCHITECTURAL submi&ea Lighting M inW-CNnha1 Catalog Number: RZR-PLED-IV-FT-80LED-525MA-NW- Type: OiAA, Job Name: LIGHTING 109 Community West Site HS-PLED R4-HS VIRGINIA Notes: LV-CENTRUMUM35393 BAZAR SERIES -LED LED/ELECTRICAL GUIDE (pg.2) ITT ITUALUAL mil LED SOURCE LUMENS- LUMENS- LUMENS- L70 GREATER STARIMS, SYSTEM As. COUNT TYPE SOURCE .E Ca spmK CCz .K.T THANOWS rose . Va. INPUTAMPS IN Up IMPLEVOOX l 1a211- MAN- 1].MI- m,W3+ -21°F in IN ]A6 taw -3mm IBM 17fiM 19,BT9 277 DA6 IN LED 1MPLEWOP l 23l 21W6- 2631R- dil -2I1 1922 12 Module-sm. 2. METAL aRW 277 0.70 I= Up 121 PLF➢'CTFrywI 29A24- T],M- xm- m,00DF Garr 2m IN 117 ZZ MLo`C Aq]m =72 35M3 277 0.W ISO Up IMPLEWOpliml m,350- 3&333- 423m- m,ma. 21°F 3% 12D 333 MWub-lm. 4SZW 4AWE m,.I 277 IA3 E1OTF8 2.turenW�s EsUn le,on'o oNOgrolirlso -her, ye. m.Na:gq�ehl XxMarAaIDGm , 9sw ., idl,d h,e,':r. ft,onealldrlrer.ampar.m.. A Pm+Wue wordIwAirecomporenU.F re4 nlcaMea wmla^aMp.lecHonuwwyselOYxwwwpp Wax mlmla. Now:surw a operUlwCU S W(MC-IM] 1. Ponta - . .a AAA_ AA r.rm„rI rp in:mlm. a awrm,aw.mmweaan.wbrw, .elme.deraw.roe.®m -,r .hoer IFewr'a Into, U.S. Architectural Lighting =1I=_p a'" 11=1I 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 cad law copper aluminum (A856 alloy: CD.2%Copper) assembly with integral cooling fins. The Optical Panel Taunting surface IS milled net (surface Variance <}.0037 to facilitatennermal tmnsler of heatte housing and Cooling fins. The Optical Housing bolts to the Electrical Housing forming a unified assembly tine minimum wall thickness IRA88'. ELECTRICAL HOUSING Heavy coal low Copperaluminum (A3M ollW; <0.2%copper) assembly. Minimum wall thickness is AN'. Holure Mounting Plate affixes to mounting audaoe over a meeeaed jA . Electrical Housing anchors on the top edge of the Mounting Hate and Btolnlws steel recessed socket head aerews tighten the Ele drical Housing toihe Mounting Pleleaom ere bottom. P OPTICALMODULES ETltters LED's are ar on a metal core PCB reel with rayed pa each emitter on LElocated on a copper thermal it di r a antl enolPP Pa hors eetl by an LED refractor Theere a rwht h didrllm ,tm M1avee side emitter inside towards the str et sideiB and house SIC. eTllfe! Output towards 1hB street side and an emitter one all re tam am reminW an 1me. Any one Mine, or group of Panels i a Ira flee same optical pattern. LED Ielractors I II, III, and Type IV she/area dWMbuti as well Malty arymmeMc distribution. Panels am AeM Intl told rotatable In W° Iroremears. LED DRIVER(S) Constantcunenfele conic with. pawed .,&>.9oanda minimum Damping temperature of ,30°C/-22°F Drivers) Is/are UL and cut recognized and mounted to a driver assembly plate that has slotted holes to facilitate ease of assemblymmoval fort lure installation. Quick disconnects for Incoming power and optical assembly power are provided Drivers acceptan input of 126277V,5O/6OHz and utilize C-10V dlmming.34]V-48OV,50,60Hz also aVallable on some models, Surge pmfecter supplied For field installation at the most conveniaMlysewil blelocation. LED EMITTERS High output LED's are utilized with drive wme ranging from 360i to 1050mi 70CRI Minimum. LED'. am available In standard Neutral White 4000K , or optional Cool White (6W0K)arwarmwhlle(30 K). onsult PaMtory rWM UD options. AMBER LED's PCA (Phosphor Converted Amber) LED's uAlbe phosphors to create color output similar to LPS lamp and lave a slight output in me blue spectral Wndwimh. TRA (TrUPAmber) LWs utilize material that emits light in the amber spectral bandwidth only without the use d phous" . FINISH Eledrostatically applied TGIC Polyester Powder Coat on substrate preparedwdh 20 PSI powerw sh Ot 140°F.Fourdap media blast and Iron phosphate pWred Mfor Impression and paint adhesion.4W°F bake Far maximum hordrleas and durability. P ECT NAME: PRO TYPE: !I WM4 RZR-W M 1 PATENTnNDING RZR-W M 2 PATENTPENDING Joao ���EM RZR-WM3 PATENTPENDING ®6�rEJ:M Iow 2018002 U.S. Architectural Lighting wousewwwicoweemsew w-+.w - wwomm © �® submmea U M inW-Cenhal 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 JSarN sxu=nN )DDrN 1D60nN Aux ua:ru xiDrq Wax 6anwe Mw warn . xioy xae . mal m Wl w EOEa A A w Wll Ica M 8/la it u AS Coco) 6 Mw In u lawn In 1u I. R AS Mi ;� All m m Two Im�a ide 111Itl Sm lm 1)6b AN m 6) nazz 111 Tat PARM dW he 21a39 N5a WE, .1w a)6 aid 12) Uwas 2m 1es &MO me We u. ] Tb . 1® I LED MUME _111 NRNL WMM15- INm,N mmAry LUMENS WAEE D. pHGREARR NIApING µV31EM MA% ILTCOVM PS SaVIMF APVx CCT Nmx CCF mmKCCF (me AM INMunPb '/A Up 24 PLOW"O am- 31133- 3.N3- fO,WOr -Ml 29 1x0 D. Moeule-3mmA a]81 AB% a9)J R)) '24 24 Up x4PLHF-oplkal a]M- 4A)s- AW]- WADI 3a1 A2 1xD O.W Module-sMmn S.COs &135 &6]5 zn D.1s 24 Up xIPLL9709.W a . Ill 6324- m0 ,201 56 1n 0.45 MMIM-]OOmI. &911 4563 7,251E 21, Me 24 MD NKWOOl l Sl ].)62- am- m,(IW. -201 BR 12. 0.68 F1oduw-ims 9.375 am 9,BM R]] 0.J0 40 MD aP Cplbal am- &JBIS- %W- 64EW, -WrF a IN 0.J0 Mayas-.. 6.6m 40n &TV 277 0.1) 40 IFD mMID°owspea 8l 7.656- BASS- N.M. .2D°F W 12D O.aS Moduw-S2amA 9.246 &]84 9.709 z]] o.Yl 40 Up mPlffiOplkal Ea2A0- 9,I28- long- m,mDr -A°F B] 1x0 M73 MMUW-)a0m6 11.749 11,162 12337 2)] 0.32 40 LED mPLBDowp l III 1z950- I4324- m,OJ]. -21•F In 12D I.1R Moyula-1m. 1&652 K870 leALM R]] OA9 48 up m6pLED°Opilwl 4662- 4Ri4- 4B9D- m.WW AO'F 59 12D 35pIM 7,529 ],1 W ],91N 277 MO 0.20 48 IFD AB PIID°Oplkal 9,330- &861- 9.I9]- m.0.U. -201 ]9 12D O.m Motlule-525MA Ia]0s 10.1]0 I1.RA0 277 p29 4a UN .P I1735- Miss- 121z2- a. -WF Ire IZD p.aa MWula-I(p�rM 13Am 12,m] K137 2n Me 4B LED .P '.0.1 14360- 14s92- 1],1]8- m... -ID°F Ire 120 1JJ MMuM -I.. Most 17.832 19,)(w 27 Use AT 80 Up mPLHI°Oplkvl Egan- laxel- 11,3M- ODOM, -2a•F 86 I" M75 Module-350mH IM19 11.7% ,am 277 Us 80 LED ap PLHI. Oleppi ISSII Metl law- m,m]. -Mi ,ad 120 1.10 Moeule-SRSnW 1),BW 149W 1&)]8 R]] OAB BO Mp 19767- 1a779- S0.755- 6000+ HM'F 174 1M 1R FbyW.]femA Mw 22m0 21d86 W14 277 043 80 IED mPLHI00-1 2A.- 24,942- 2].568- AbOli -M-F NO 120 2.22 Modu.-1050M go" 28.618 91,69D 277 0.96 RDEfi 80 LED mPl�°CpXcol E0.9E0- 10.AW- 11APo- (a.OD. -10•F B) 1Ed 0.75 ...-i'am). Ez566 11.9M 13.192 277 CUM 80 IFD mPLFD' al op 15,)95- 1aW8- 14sxx- 60. eW. -A1 IN IN 1.10 MCOUTUa-525mA 18.054 17151 18957 277 DAB BO LED mPLHI°Opikal MUDI 19,071- RI,mB- WI0. -201 174 IN lA5 FAodae-)D3mA am 21.881 SAME D) D.W 80 IED WPL®Wool 2],651- 2a268- N,033- M,0.V. -21°F zM 120 2RR hlNule-IOWnJ. 31.TTS 30.139 99.311 2]] DW U.S. Architectural Lighting ..w.wx_ -Con»»: ©® submltted b Lighting MI inW-CNnbd Catalog Number: SNS-15AO-11-AB-D19 Type: OP... Job Name: LIGHTING 109CommunityWBstSite a 15 S POLE Notes: VIRGINIA N LV-CENTRALR135393 �ITW/KB 7 SNS Li1e�� SQUARE NON -TAPERED STEEL NAM T`PE Dzl auoTE / oaoER Na: ; an DGMEWO,111666111 APPROVED BY: OAIE CasOOIi�� � SPECIFICATIONS no..... z36'. x ALL. TALL n5..... 2%-e x .10- TALL F1 JI AEPnI:y1aEr: Tie pole Xlaft la fabrlcirad from No, rolled commercial ...lily awl- steel of T30__. 3.50'0 v fi.m' TALL me piece cmatructim with o minimum Yield stmgth of 55.000 psi. T35_... 4ter a 6.m• TALL BAEE PLAIEjRASF ' OT...... WEX TW Me base plate is fabiimled from o structural quality hot holes carbon steel TBP..... SPECIAL SRE TENON plate that meets ar exceeds ASTM A-35 with a minimum Acid strength of Nippon pal. Me baRMote Macrame the pole short and Is clrcumMmnnol Added 1, and bottom BASE COVER: Me two -place standard Nil boas cover a fabricated from ABS plastic. Optional lwo-pism steal be. corer oleo ..Noble. ANCHOR BOLTS: MEN bolts cmlorm to ASLM FlSA Grads 55 and are provided with two Fax nuts and flat we hse. Bolts M1ave an •L' bend ono end and an galvanized a mimpown or I2' d the dreaded end in accordance with ASTM A-153. i tlAUOUD E A rdnforced had Too, hating a nominal opening of 2.5'x 5' or 3"x 5- w01 be Installed Is- oboes Me base plate. A band hole cover with hardware oil be roamed Mang with gwnding proNalms. Each 1De Each pole Mil be proNfar with a welled top prole any tenon or tap cap for pale rmelHng drilling far ante mount flxWrea. H9S •raw eat PAT nu , SDolntl M velar R"lA- Mml be doted will TCIC polW,1,, powder or hot dip al tT FAc1mv Plain To Daut I. galwnLe to ASTA A-123 epmlRcatime.! "" As 250 84 210 7 1 re Ff 1 ORDERING CWE CATALOG Na `--' nXNREe OUNT BSCOVER OPmTIO:r OPTIONS $N$-1$iD.11 AB PLATINUM SILVE DiB m.l Rty, (a, av o,xtro MANUFACTIRERMCIR M12.r con =A. no-ruT .arras - Wml W'MNCRETEBASEBYOTHERs MR MEMLLXEIGWOFIs' pNXIEOTO MAKX LVXIMAIRE Mon NPISC ®v-rwrta my u.v aex ®., Ave VeAa v.W DILMUEDPORNMO LUMINMRE T.-Iwcw oar AMERICAN I]IE POLE Mao S HUIENO SUM Mad - rem WORf11, tx 761M W6-47A-]2m WNHALPPoL£STOD. Submitted L M1ti M i.W-calmer Catalog Number: RZR-WM2-PLED-IV-FTdOLED- Type: • Job Name: LIGHTING 1 09 Community West Site 700MA-NW-XX-XX WM4 V IRGINIA Notes: LV CENTRA@135383 BAZAR WALLMOUNT SERIES -LED • EMERGENCY OPTION PLED° MODULES Om /111�rEMka BasheralwM MP = ww60 '�I W LED Module QAe MEMMNCYOKIONMXDMEMEND02'BEYONDME MI iL NONSIN .re CONTAINsxNF EMEOGEXCY spollmn RZR•blain DF.P.A: .W M Availablein'. .,..a,I.11aaplx.ull.F MEaMEDsrntm PNwwss Powwl0Auu0s INMEMRAY MEn1HEIOL.IN..o .lIa.A 60 LED Module e MB...I.Im xIMUMOFW MwDTa. 40 LED Mod ale wua-s.BasOMA Meta=uxusOMA RZR•WMZ•LED E.P.A.e.O •MUMMME%MWEWMEwMx10NPUT@ Mn ARI'mic l9ln: 40LEDMWI L©'IZ WALLMOUNTING xOIFDMotlule RZR•WM1•LED E.P.A. 33 Accloblelin Mrsonew MUTIModula MAX INPUT WATTAGE "a'""°'w•'6 @OF DRIVE CUMIENT �srx.w N 36m MIS. ]31," 105eM 10 45w E. B]W ,- leek R]R-WM2/MWV/401E67MmA/CW/x]]/RALA l"/0F • a MODEL OPTICS LED MODE VOLTAGE FINISH CPIIIXJS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PLOW DMRMUTPNM W.IEDF w (AMBER CMCR STANDARD UMP.CCT 1 REDFINMI C IM=IH UMMNGFCN .1 IXIBMALCWRK%.. HM ❑ 1•FWMI ❑ reper ® ❑ MIED ❑ mom ❑ NW (Aw]K)' ❑ 1N ❑ BLACK ML4m8r ❑ xoAi 51lE5HEuxxG ...... ❑SHIM sAvww ❑ MO ... HBPUD ❑NF£IIPCM WX DCW(r ) Dp40 ❑VMIIf DNp10CaL+V0.rAGE ❑7_ ❑ww(Sono 0277 R_69nH (ENMAE: PCIXI) PGv F. �'- DR®VII..... ® M'.wmx ❑ILWnA' ❑34) ❑GRµYIW4 ❑Cent8� o'I&. M,... ,..• ❑mTED TWO D 4w ❑IaPENWre O DAfMMrorOE D PI®ILW .. ® RANDIW uw.0 ATE (26vU zmV).......OF AMA PLEASE D BABIGENCY MCpF I. FMI ❑TRN ® ❑ MmXgR SPECIFY ❑ GrWEN ❑,WmM3 pgp(y.... ... ®KxNa coryypp® RALmBr ❑ EVRiGENCY MCKUPI ❑ wIED AMER PCA (NWNNG CNLYI..... MITI ❑11n N4T ® ❑BnwGExCr aeCttnz as PIEDrvR. ... ❑IMEMHY ZE 1M ❑ BneCExC1'arCgPA m PLEASE ❑ sue wNml .`CI '""a'a"""'"" SPECIFY ❑WUACEWNp 2.. w2 waaswEanx. WUACEWNgMJ.. C3 -�.❑ U.S. Architectural Lighting e"�-""�i=a��w1i>-I © U.S.ARCHITECTURAL SUDMIUB On: Oct ZT, zuzi = Inal ,P A., JOD name: HLH-tALI= LIGHTING 109 Community West Site HS-PLED VXRGINIA Notes: SOLID STATE AREA LIGHTING mWEC-m" BAZAR SERIES -LED M&)JN:I1T b: �� S P E C I F I C A T I O N S OPTICALHOUSING Heavy coat low Copper aluminum A356 allow <0.2% copper) assemblywith info m1 cooling fine. e O awl Porrel rtwunti 9 e Pti g rface Is milled rat surmce wwnce <z .W2• ro rocllN6e thermal transfer of heal to housingand cording Am. Solid barter wall sego es optical and Electrical compadmenU.Me optical and electrical compartments are Integrated to creole one assembly. Minimum wall thickness ITT88'. ELECTRICAL HOUSING w/INTEGRATED ARM Heavy coat law copper aluminum (ASS& alloy: AUDI Copper) aswmb with integral cwling ribs suwurldirg Me eta .1 comapar mart and a flat surface on the top of the arm to modate a photocell receptacle. Solid barrier wall separates optical and electrical coma enh.The optical compadment and electrical compartment w h has Inlegmled I'll arm combine to Create one assembly. Minimum wkdI thickness Is .188". Cast and hinged driver assembly cover is IMOgrded with wiring Compartment cover. PLWOPTICS Emiftm (LED'a) am awyed on a metal core PCB Wwlwith each emitter located on a copper thermal ironder pad antl enclosed by an LED refrocter. IED optics completely seal each Individual Carl to meet an IPM rating. 10 awmmWdo dldtlbWlom, a (MODEM:RZRM,RZR,RZRGBRMMAF•) nuc oTefiecter inside the retmcror redirechthe house aideem output towards the Sheet aide and fuwtlws as a house side ehleldingg element. Reirootore Ore Inlecson m01d H12 acrylic E h LE O rehacto d ro Mre PCB 'Me tl 1 R4-HS MTENTPENDING sec la awe over an eml ran a rehadors are retained by an aluminum hama.Arw one Panel, or l grouAsoiPerms In aeproduce luminalm. M1aVetheaomeoptions. Mem.LED A re Wors produce standard aluminum distributions. Porreh 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 temwroNre of 410°F/-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 tofaclllfale easy removal. IMlne terminal blocks facilitate 1 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 driver lLuminalm supplied Mel has o 20Ksminimum d3KVin1emal IA Burrgge protection.Luminalre supplletl with 20KV Surge prdecbrfar - Ise. MR. ARm.AAll TMItl accessibleinsfallafion.) .._,.-.,. LED EMITTERS 1 I�� HIggN ou of LED's are uililmd "IN drive oumB rongin from � a _y 350mA o 1050mak. 70CRI Minimum. LED's are Cool to in standard Neuhal White (4WD .or optional Cod While RAMID.) or warm white (30WK). Consult rybrdhN am options. RZR &RZRM T � u AMBER LED's PG (Phosphor Converted Amber LED's all phosphors to P PII P creole caldron of slmllarto UPS lam and haveasl Mad d P c ps q � RZR-MAF• D m t I n Col ih.mb r Amber) LED' only T e blue Spectral bad d C<ue be) a u e material that emits aosp in o she amber spectral bamlwidlh wry without the use of phpsphors. FINISH Eledrost 1.11 a IIed TGICPoI .terPo ,Cwtweubetmte yy KI e re aron who ZO PBI ower wash n 140°E Fours merits dad 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 mandar0 Electrical Housin .Ins sfarldaro 2 3/8. O.D. iIRNRF A B O 0 RZR-B I.. M.6' a' )' RZR AUUM M.M' Ism 2me Aral Nw, 0.0' lam BFRM FA' ..a' RZR-MAF he nl , *non.TWp (2) 8flap8 W 'in hVO (23 bOe8 BOCM1 erIC EC a -DEC PENDING AB OF 7/19 the lower half of Me tenon. Upper herb OF the tenor reds w _"_nledng steps tied wslflon Ina angle of the luminaire a10°. +1.6°.+1.5 or+l° up from the horizonbl.All hardware is dainleas _ sl6el. 0©UE 2020248 U.S. Architectural Lighting x,.°(',°D°f,,-awnarml © �® AAA. LIGHTING VXRGINIA West Site SOLID STATE AREA LIGHTING PROJECT NAME: PIEWECTTRE: BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPIICALHOUSING 91 HeavycaBti.Co..pW,.I.minum(M3 .11oy:<0.2%CopWr) -B- assembly with Integral cooling fins. The Optical Panel mounting surface Is milled flat (Surface Vadarlce <t.0037 to facilitatennermal transfer of heal to housing and Cooling fins. ��^II T The Optical Housing bolts tothe ElecirlColHousing forming V c unified assemblynne minimum wall thickness ls.188. �l 1 ELECTRICAL HOUSING P OPTICALMODULES T im s ETmers (LED'.) are arroyad on a meal core PCB panel with a) am t eaOh emitter tl copper marmot transfer pod ant enclosed b an LED refractor. The asymmetric distributions have a micro- Wor inside the refractor which redirects the house side emitter output towards the street side and fundl0na a$ a house side shielding element. Refractors am 1 Injection molded H12 acrylic. Each LED refmolor Is sealed to the PCB Over an emitter and all refea ce am retained by an aluminum frame. Any one Panel, or group d MWs in a - a~ luminalm. have the some optical pattern. LED rebactors produceType II, III, and Type IV she/arec dWMbuti as well T as Other specialty arymmeMc dlaMbuHans. Panels am AeM o replaceable and Told rotatable In W IwmmeM . 1 WM3 4"" RZR-W M 1 PATENTKMDING LED DRIVER(S) RZR-W M 2 UM fR(S) electronicwith a powerfacrord>.W ands minimum opOroting temperature of ,30°C/-22°F DN.(.) Is/am UL and CUL recognized and mounted to a driver PATENTPENDING assembly plate that has slotted holes to facilitate ease d assemblyremoval fort lure installation. Quick dlsconrrechror Incoming power and optical assembly power are provelded. DriversacceptanShoal120-277V,50/60Hzand uNlbe O-IOV pp��II yI T dlmming.347V-48OV,50,60Hz also available on somemodels. F"�I Surge pmfecter supplied For field installation of the most con niaMlyserviceablelocation, LED EMITTERS High output LED's are utilized with drive mme ranging from 360i to 1050mA. 70CRI Minimum. EDGE am available In standard Neutral White 4DOOK , or Optional Cool White (6WOK)arwarm WhHe (30 K). oneuM PactoryfardMrlED options. AMBER LED's s'IL_J 1 PCA (Phosphor Converted Amber)01�and phosphors I- P - slight IPS lamps and have r) sID oreale color output similar lam output Inaerial thec ral n a tlwhti (Dumber T emits utilize malarial that smite in the amber spectral the spectral �I(/1I � c bandwldhonlywnnoutmeusadphpsphas. use of �I 1 FINISH Electrostatically applied TGIC Polyester Powder COOL on RZR-WM3 substrate pmpomd with 20 PSI powerw sh Of 140-Pleur Step media blast and Iron phosphate preTea Mfor protection PATENT PENDING and paint adhesion.4W°F bake Bar maximum hordrleas and durability. 4 O s �$ um 2018002 U.S. Architectural Lighting ;�.'e)-!®n mma,we-°' © U.$.ARCNTTECTURAL ® raNM A . MM �.° 1�iw YG M1x.e MNa.EN ry�N Submitted L Ire MI inW-cenbel 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 SOURCE INRML INITIAL INITIAL WMENE- WMENs- LUMENS- L]O GRfARR $GRfING S CWM IYFE SOURCE 4apOh .N rp MAN(HR),TM21 1EMP AM93 20 Up nPLEO'opmal zwi- ziw- SUM]- 60000. -20'F ED IN 0.21 ModuW-35anN ZIP z642 z8E) 277 0.10 zo u0 Ra PIEo•opllml aSRJ- aW5- 3.6m- m.000. -20l &. A9 In 0.AS M.eub-59LM 3A41 aozs 277 .:is •AI Up nPLEO•CPllml "II- Awl- 4517- 6pw+ -20'F M IN DART MmuW-)Conn 4.921 4Aw 6039 2]) DUN 20 LED 20 PLE0'OI+UdI 5a9)- a075- AW]- W.3 Mi M in ON Moeule-umsti 6.46 A., 6,69z 277 0.30 40 MO Ad PLED Oplkal a002- a3]9- else- 6.ODM -20'F m IN am ModuM-35anA a5]9 0.m a7I3 g) 0.17 a LED 40PLED•Opeoal 7,047- a170- 7,216- 6,w3. -M°F 66 IN 0.0 Moeule-5R5me, 7m "as 8.W9 277 am 60 Up 4a PLEb Oprycal ME- 7.724- 9.094- 6.w0+ -2PF e) 10 0.73 M se-)aanA Ease 8,615 10.W] Bar On 6e Up 40 PLE0'MUTANT 11.5W- 10,1N- 11.872- wool Sa°F 134 1M 1.12 Mo6ub-105aM 1 Re33 n,322 1a2M x]] OA9 m Up 6PLE0°( l 7.M- am- z60.1- 61000. -20'F 68 1N OAS MMUW-35anW Sm 7" &SMl 27 am 6 Lw 6PLED-0P l 10i 9.261- ,am- mw -M•F W 1M 0.6 Module-45mA 1L]W man 12m4 40 Up 6PLEw WIiml IBM- I'X - VALE?- mw -2VF 131 1N on ModuM-)Conn Mao 1zan 1&116 2]) DIM 6 LED 6P1E0'OPNdI U.391- Ia226- 1],810- 6,w9+ -RO•F 1W 1M 1.91 Mad ule-IOSaM 19.3W 16.Po3 diem 277 0.57 J NOTL$: 1..,;.. n UXa Nj . rAry.Kc.Hrg. acfenawlt-horis 2. a®an9 ms.dM lb nm we Asew LwLmxeda6.s..w®.a.an6awearwmpwr.,l. A a aewlue PUMb.uNMrlb,.e a l4gwgava.. 6 LWIN-TM2I mrbq LMc,-calo.4mm. Mapco. ]met -1CQm]i1. WOanlG:.In..-.d 1.1.1naxah mwXhlxawlxaae NaM.a DSX.a Ci .-.Wmna/MIYImmMep lNw tamhw.A 1.m.t.ap N.mMaamaLaWarea. ' .n.0 ..M.]uzwryaavxd ..dWWk " 9) 4mm w.lN n..II. mur.a cam a.s a arw wrmne. n..wue P>rad..r .,n raenmwrewn.vaa. 5)L70(laj-IM21 .-.arid uODaJ-COlnwed-2A4.w0 a Upset .,a.,. U.S. Architectural Lighting M�ror �M.°sn"'"srwn'a.Mr © U.S. ARCHITECTURAL m® SUDMIUB On, Oct ZT, zuzi did Inez Submmedb u M v'I aria cemral Catalog Number. RZR-PLED4er-FT-80LED-525MA-NW- Type: Job Name: ,T'AXe UGHT1NG 109 Community West Site HS-PLED R4-HS Notes: yVMRBOINIA LV-CEMME2r1539] BAZAR SERIES -LED WALLMOUNT PLED' MODULES \- i M RZR-( E.P A.016 RZR E.PA.0,6I OAST ALUMINUM ARM AND WALL AvaIIONEIn'. AvoJobMln: BRAC fT ASSEMBLY PROVIDED WITH k N BUILT SRETED WIREONNACCESS 191LEDILSO.AMa 00LEOM duW o Mw 80 LED Motlure TUREIS fIANPF/SWPIY WIFE CONHFCTION. ION 120lFDMatlule WALL PLATE POLE DRILLING TEMPLATE - T ]0 -{jam T! n I q� T Y JA aq aYN wwawxv o q u. RZMA FD.A=eA6 1 Avadaffi bk in: abl®MadaleMm 40 L6Module 6 Au. "Ar ,I.. let -MA Trent nl gas EFae!Drd„r I.aT.e, IDR/MEWV/B01DTDOm JCW/DT/RADB019S a • • MWR OPTICS Tat NgDE VOLTAGE FRRSH OP oY MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS .0. mat ..EcI COLOR .'AI Bait retp-CCr EE%IIrED FN1411 ❑.a ❑nets PLEDA ® ❑IMLED ❑360mA ❑NW (�WTR)' ❑Ix0 ❑wACK ❑INWDW OIMMSG NIA xA ❑ ast RLLSLVy NVMNweMOlY.OR IKNNOGRIIEOwO O xwErll.Wlmw ❑ BOIFD ❑ 610'rA ❑CW(man ❑MIEIE SDew. Cow MERW1 ❑INMHSNESNIBD PUD(HR.. ❑ ]DDM' ❑ Cow 30MA l ) ❑ zm AAL4lasE ❑m9ivide. IULenN ❑IaSOnA' Daa] ❑GRv NSFlID ❑MkarocEat+volacr ❑R2P PMwBML AL RDB .2ana°ease ❑44) RAWmE-T ❑ RmMAI' ❑ wuD ❑ Am ❑ CARE M.OR tEX)4AP.E Pc`.'DST PGv ❑ w A o pLEwIFM ® ❑ RANOIwI ❑real aOLFD ❑GMN FICSOROU arse IM Om eMm NENIW AMBNY PLEASE RLLdODiI ❑)4N1W6FLOCI( ❑ N0&»?a SPECIFY MCFPrKT ' mxr ❑ RRPM Omen, ,,INV.. ® ❑ RERIA .1 PLAVEOM wrimpagm- y„ ❑ W6e RH 4eLED FOR s 11"..27N.34N. . ❑mry PlFw- MIEO ❑WEOMBm' cumnc„ ❑ oneuF B TM (aBV. kWJBOv) OF ❑PLE& sew I nlical RFPVSON.. .wMvgnamxvn ❑STgareco pialim, (FkLGRRMAFOM/Ire) OPL VKEn ® nixem M ... MaE]n PLEDVifFM +MAuzwa-aeww tin[ a.a.laa. ❑pBm1E.O gmMW ❑IVYnm - �.' CWIGWAIm _...._ _. K io PLf0.YdGW.. U.S. Architectural Lighting -mN� 4r.n».>o © U.S.ARCHITECTURAL SubmMed b L psi M inW-C = Catalog Number: RZR-WM2-PLED-III-W-40LED- Type: -OiAw, Job Name: LIGHTING 109 Community West Site 700MA-NW-XX-XX WM3 V IRGINIA y Notes: LV-CENTRUMU135393 BAZAR WALLMOUNT SERIES -LED EMERLGE�NNCY,I/�OPTION PLED®MODULES a, tangs a ° \LJ 60lFDModuls THE EMERGENCY OPmN MX Ba EMENDS 2' BEYCHD M E saNDARDHOUSINGANDCONMINSMEEMENMCY mMPoxfxn(Ec)Mcwplx.umm1F6' RZR•WMZ•LED F.P.A: .W Available in M EMn IDBMMRMALLUDSIM MNMAY (ZD.W.CI.I..M..ErmLOWINGUGMIA'E.NMA 6DLEDM(I(lda MINIMUM mar MINDTEs� ,*��] 40LEDICII A5x02aDMA . WM2=3aS S 3=.A Cow=24a.Ja0M> RZR•WMZ•LED E.P.A.e.47 E% ANNE NAME LAITY Or UTOa A ARMholein: 40 LED Module p©'xpp WALL MOUNTING Mevalno 8m.Mt NUEDMOdde RZR•WM1•LED E.P.A..33 Availablein'. a ax�$w Aww ROLFDModule MAX NPUf WATTAGE wrlmwwA IF OF n mI I argmA r MOmA lOgOnW W w Ma m a9N aW BM' lath' Ra6WMx/PL®(V/4MED7Mm M/277/PAL IM/SP MCO6 CPIICa LED MOLE VOLTAGE FINEW CPMOS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS PEID•gRiIRKM mE watedF GOVE a. CMCR U..D TEMP.CCT I RMMNMI ❑ HIGHLOWOIMMINGFCN .I EXTRNAICONRICL.. NIBW ❑ r psi ❑11TE11 ❑'NIED ❑ ZSLYnA ❑ NW (mD3K)' ❑ lA ❑ BVLK MNI.... ® 'nWaNa RALAoaM ❑ LOU......NG ❑ szsmA ❑ Ma ................. xs9a0 ❑TYF£LIALYam m ❑mill ❑Rm ❑WHIT ❑ FHOTCCSL+VarAW MHHHR..... ❑ )elm_' ❑ WW (3 io ❑ 277 P_LSnBT (FNPbHF:PCI'L9/)...PGV ❑ RRvnnx ❑1VF£11 ® m wW ❑t60 A' GIRY ❑ SINGUFl� mIEO mearMnm wRonalm axe Ru]aril ( M ❑ 4m ❑ PARE STRO m M ME ❑ W TIRE ❑ Tff ll ME9ft PL®aeW.... MLd0141 (x08J& PLEASE cyapas....OE ❑ enwGExcv sscgel. aEa ❑Ts4ry PMD(V....... ® ❑ M ma mwvla ❑ rwsXgR COMERNED SPECIFY ❑ GMm Rua ❑ aAaIGFR@'824'al (NgF.NGCNY)..... MMI ❑mlNn ® ❑wIED PCA& ❑FMex,'Encs'MwMz see mD ❑MEA V TaA ❑ enexA:xcyMCMPA an PLEASE ❑ WU WNMM1 act -II-I--Nas SPECIFY ❑weACF WNDJIrR.. 6CR m. -w ❑ WWf EWNgMJ.,=3 U.S. Architectural Lighting k�-C"�i==wne"ml © U.S. ARCHITECTURAL m® Li 0 (n Z O (n > W O M N M N U ¢ Z O H Z O U N O U_ S O N 00 . ¢ z C r') Ir O \ O 00 Itfillit Z N p = Z U) 7 } Y 7 Do J O N =ct� W Y W O 3 - J Z S2 d � Y ¢ J N O %le o O - V O N wO w0 (n O N dlit ¢ n } m l M I� o O Q o } m o I`7 1 CD w = - Pq -L 3 1' - O ¢ N ¢ w ( O O () U J W 0 Z_ J v / a W z L� \� / 11-- 0. Uj W� a- OLL '^r' li Owe Does _ 2 ^Q NL Q( W U - N aaB� z 0 O R< 2 W JN Q < W W M Z Q SHEET NUMBER C L-501 fIKrUBF A B O 0 RZR-B RZR IA.l6' scan„ M.M' Ism 2AM ..M' xo.n 0.r Per. BFRM Ir.e' FA' ..M' RZR-MAF 0 O Q C O C O T W E Y O / I /U I 6 I S411° 17'30"W ' I c / o / 4114I / T W / / E C / I / W� `-- a / � v / ° --SS f----�SS — v / C / ------/-- " / I ° / I 3 cL------- D m / Q 3 / QE-------7 J � U I 0 H � i r I i L J co NEW MARKET-HOLLYME D, LLC D.B. 5125 PG. 20 n co PARCEL ID: 03200-00-C�@-04300 n o I � a J N -O c `o v E `o 0 n v Q m I � o ° n _ m � n J m o ° O 3 N = o s = 3 I O V o v � J � C � o -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J N M n JI n :J Y U Y y E y V C 4 4 O T C V c _ N U y O 0 � c Z m Q E 1 w w c Z C Q O J N n O z Z Jd N r U � 1 c v O �- O O � J � N O � L O y c 0 � v n n � C � o Y 0 n ° s � s 3 N �+ N s - N O p J r E n � 0 O o 0r W PROPOSED PROPOSED 32,325 SF CHIPOTLE FFE: 544.19 ,�200 _ 104.43' _ z a 00 IN 7 o W la 1T� EXISTING IIIEE TOR MAIN, TYP. to IiD \ S41°17'30"W _ 53.41' ,,tiy� \ \ \ \ 13 rrpini \\\\ \ \ \\ \\ \ 10 \ \ \ \ \ \ o \ MULCH ENTIRE BED, TYP. PA \\\ \ 58 10 z \ \ 10 \ 41 \ \ N PLANT BED EDGE, TYP.w- 0 RIVER BM #2 REFER TO DETAIL 2 ON CP-$01 NE CORNER OF D.I. I } II ELEV=542.74 I I TARGET CORPORATION / D.B. 2896 PG. 171 0) tII 03200-00-00-043B0 C. PARCEL ID: IN rn TP / _ _ _ _=---------j�/ a L _ / / / I / r_ ALL FRONTAGE LANDSCAPING APPROVED WITH PREVIOUS APPROVALS IS TO REMAIN SEMINOLE TRAIL SWB BCORNER U. S. ROUTE 29 OF D.I. (VARIABLE WIDTH R/W) ELEV=526.44 SHADE INDICATES LOCATION OF "STEETISLOPES-MANAGED" AS IDENTIFIED ON ALBEM LE COUNTY GIS (TYP.) GRAPHIC SCALE IN FEET 0 10 20 40 PLANT SCHEDULE SHRUBS CITY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS IG 23 Ilex glabra'Shamrock' Shamrock Inkberry Holly Cont. 24" HT MIN. PI 10 Prunus laurocerasus'Mount Vernon' Mount Vernon English Laurel Cont. 24" HT MIN. GROUND COVERS CITY BOTANICAL NAME COMMON NAME CONT I SPACING REMARKS PA 58 Pennisetum alopecuroides 'Hameln' Hameln Fountain Grass #1 24" O.C. NOTE: - ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. - ALL DISTURBED AREAS, NOT DENOTED AS PAVEMENT, MULCH OR PLANTINGS, SHALL BE SEEDED AS PERMANENT LAWN. CHIPOTLE TREE CANOPY REQUIREMENT CALCULATIONS - 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) Interior- No Setback Required N/A N/A N/A N/A 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 (33, 10 114 1Requirement met by existing vegetation 22.8 Shrubs (1 per 5 LF) Cal.) OC w/ interspersed ornamentals (8' Ht.) & Shrubs 5OC. East Property Lines (Same Parcel) N/A N/A N/A N/A Interior- No Setback Required CHIPOTLEPARKING LOT LANDSCAPE REQUIREMENT -ENTRANCE CORRIDOR OVERLAY ANDSEC.32.7.9.6 Required SF Paved Parking/Vehicular Required Trees Calulation Provided Circulation Area within LOD 5%of parking paved area. 1 Tree for every 10 parking spaces N/A Requirement met by provided existing vegetation CHIPOTLE ALBEMARLE COUNTY - MAX. PAVED AREAS TOTAL LOD (AC. ) I TOTAL PAVED AREAS (AC.) % PAVED 0.301 0.141 46.6 NOTES: • LANDSCAPE CALCULATIONS FOR THIS SITE HAVE BEEN CALCULATED BASED ON THE ORIGINAL SITE PLAN FOR THE ENTIRE PARCEL. • ALL REQUIREMENTS HAVE BEEN MET BY EXISTING VEGETATION • ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES -SPECIFICS: 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. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR A PROPERTY OWNERS' ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 4. BOTH PROPOSED AND EXISTING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE NEED TO BE MAINTAINED BETWEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS w Q Q V) z 0 w o' O N M N U Q Z > O (n Q z Q O O U c O N � U Q IZ o QO 0 Z N Co = Q Z U) O } of7 c J O Ncl� � = W Y W Q O 3 J Z d � Y Q J N 0 o� o O E I�ta�� ZA GRACE MACHEK LiC. No. 001682 03�0 /202 Z Cn V :E U O N O C9 w w 0 Ln a� a� a M > ° Q 0 o m o 7 w w _ CD3 1 0 a v a w (U/l O O U z J 0— /LU I..L U 0 z Q J v) a W 0 1� LU J o0�/ LL LL_ O LU (� 0- < _ =LY D_ W U LL 0 U Q U W J \J\ Q W W m z Q SHEET NUMBER CP-101 C N W O N a a 0 C 0 T E Y 0 T a ° r 3 N 6 c y 0 N a 0 0 T v D Y J Q 0 w o � a Z o Q � n c w o - C o Z o � N Y 0 Q i J = n 0 Z C z Q _ 3 n = I ° Y 5 J 3 y C E n ° o v i r Q 0 v L C o ° E 2 n � Q o E Y O c 0 `o O N o � E E n I 0 n � o U 3 V � r h ° 3 `o I, v Y = ° Y � C O E "o o n V n ° � w a � � N v ;v V �- V O Z) T `o L o � � y n N a z Q `o n = E Z 2 z N w Y Q ° J n o Z Q J � B r n � Y C J N v 3 a O � J � N o ° y c 0 � y n a C � o ° n ° s � s y 3 N s 0 0 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. NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING ROW 'D' 'A' A' D' D' 8" O.C. 6.93" O.C. 10, O.C. 8.66" O.C. 12" O.C. 10.4" O.C. 18" O.C. 15.6" O.C. 24" O.C. 20.8" O.C. 36" O.C. 30.0" O.C. 48" O.C. 31.5" O.C. inGROUNDCOVER SPACING NOT TO SCALE SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL EXCAVATE ENTIRE BED AND PLACE PLANTING SOIL MIX PER PLANTING SPECIFICATIONS PLANTING SOIL MIX - SEE SPECS GROUNDCOVER PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL MAKE (3) -1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL NOTE: SHRUBS INSTALLED IN CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SHRUB PLANTING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER i n 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" STEEL EDGING C•r FILTER FABRIC COMPACTED SUBGRADE w Q V) z 0 w o- 6f O ro N rM N U Q Z > O o Ld z Q O O U c O N � U a Iz o o O c 0 Z N co = a Z U) O Y of7 c J O N � = cl�W Y w O 3 J Z a Y Q J N 0 OO � o O E IZA GRACE MACHEK LiC. No. 001682 Cn U O N 0 � w w00 N w� Ln > a F-- ¢ cn Q m } r m 7 0 0 o m o 7 w w _ 7 CD 3 U Y O V w < S Ul O O U U) W OJ Z Q LU F___a_ W Q 0 `0 0 V) Z Q Z J vJ Q W u 0_ > N� w J o0�/ LL O 0 0- 0- LLI w U LL 0 O U w J \J\ Q w w m Z Q SHEET NUMBER CP-501