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HomeMy WebLinkAboutARB202100126 Plan - Submittal (First) 2021-10-25 Y m :;:1'6. 2 INITIAL SITE PLAN FOR t., „. HOLLYMEAD - TOWN CENTER ,,,, ALBEMARLE, VIRGINIA RIO MAGISTERIAL DISTRICT E 3 y Oii. a-35� • • \se r q a PROJECT CONTACT LIST VICINITY MAP SHEET INDEX PROJECT DATA = ` APPLICANT/DEVELOPER SHEET NUMBER SHEET TITLE- ry J PLANNING/ZONING CA-100 COVERSHEEr NEW MARKET PROPERTIES, LLC r��:' 4 a-101 GENERAL °s � iwo-w,aw SITE STATISTICS ■��- r 3284 NORTHSIDE PARKWAY, SUITE 515 PLANNING COMMISSION `'�`\. �� cV-lo1 EXISTING CONDITIONS 7. s.,0NA - ATLANTA, GA 30327 401 MCINTIRE ROAD `� �\ CS-101 SITE PUp PARCELID�200 DO 000730Dk CONTACT: JASON HORNE CHARLOTTESVILLE, VA 22902 e\ / / C5-501 SITE DETAILS SITE ADDRESS'11BCON41ALMn(STREET 4 iitil ZONED:PLANNED DEVELOPMENT MIXED COMMERCIALEMAIL: JASONGNEWMARKETPROP.COM TEL: (804) 677-0463 Q . cGlo1 GRADING PLAN '' TEL. (678) 705-4504 CONTACT COREY CLAYBORNE .;� # �101 UT UTY PLAN NMGISIERIAl DISTRICT:RIO TA.r \� APPUGBLE OVERLAY DISTRICTS ENTRANCE CORRIDOR CL-101 LIGHTING PLANOWNER FIRE MARSHAL a-sm WHnNGDETAllS AIRPORTIMPACIAREA �C1NEW MARKET - HOLLYMEAD LLC ' DEVELOPMENT AREA ° �'CP-101 LANDSCAPE PLAN R P.. BM1M3284 NORTHSIDE PARKWAY STE 515 DEPARTMENT OF FIRE RESCUE PROFFERS:ZMA-1993410➢116,2MA-199S1IDD17,ZAM-2LW1.00019,ZMA-2006. 0WPROJEC'LOCATION CP-501 LANDSCAPE NOTES AND DETAIL vo.o6atlt• ATLANTA GA, 30327 460 STAGECOACH ROAD EXISTING USE.RESTAURANT(VACANT) 'CHARLOTTESVILLE, VA 22902O / / TOTAL NUMBER OF SHEETS: 11 PROPOSED USE.RESTAURANT WITH ORIVETHRU CIVIL ENGINEER TEL. (434) 296-5833 7 I BUILDING SIZE:2,325 SF �,G CONTACT SHAWN MADDOX .�,� T BUILDING HEIGHT.N7 WL E e , / , _ TOTAL SITE AREA 1293 AC. u KIn1�e'�/>�IiOrn \ • TOTAL DISTURBED AREA.0.29AC CL N C ,- r y TOTAL IMPERVIOUS COVER.0.24AG(os%) KIMLEY-HORN AND ASSOCIATES, INC. �® (AL U o N 1700 WILLOW LAWN DRIVE, SUITE 200 4,a'ry OPEN SPACE'0.05 AG(17%) �J'Q V r RICHMOND, VA 23230 2a.��„/ //�� O�� STEEP SLOPES NA t'",11 G\a a TEL: (804) 673 3882 419/ J`p/ // , ROOD ZONE.THIS PROPERTY APPEARS TO UEIN FLOOD ZONE'%' Y^ J 33 CONTACT. RYAN PERKINS, PE. `• /AI' \� AS SHOWN ON THE FLOOD INSURANCE RATE MAP, - EMAIL RYAN PERKINS®I(IMLEY-HORN COM jv'�' MAP EFFECTIVE DATE.FEBRUARY 4,IOV L V ARCHITECT III. ,'/ a WATER.ACSA VICINITY MAP ' SEWER.ACSA ` t IONIC DEZIGN STUDIOS SOURCE OF TOPOGRAPHY:TOPOGRAPHIC SURVEY WAS PERFORMED BY JENNING STEPHENSON, 1 3307 CHURCH ROAD, SUITE 200 RICHMOND, VA 23233 SCALE' 1" = 500 PPG.ON SEPTEMBER 10,zozl r 1 I .a W s TEL. (804) 780-0070 DATUM HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE CONTACT EUGENE THOMPSON COORDINATE SYSTEM,SOUTH ZONE,NAD 1993 W 2 EMAIL: ET®IONICDEZIGNS.COM THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD I9E8 LATITUDE:3W0737N /yam 8 V! - SURVEYOR LONGITUDE.7B'z63L7W JENNINGSTEPHENSONP C. RECEIVINGWAIER(5):sane FORK IIIVANNARIVER ✓ L VAHLI6 CODE:MOB RON / u o jjj�j � EUNOtA SETBACKS w V P n LAND SURVEYORS FRONT'10(SEMINOLE TRAIL \ & PLANNERS SIDE Cr sr Kc PARKING PROVIDED'21 SPACES ' ` 0 y JENNING STEPHENSON, P C HANDICAP SPACES PROVIDED'2 SPACES v • 10160 STAPLES MILL ROAD SUITE 103 TRAFFIC DATA € GLEN ALLEN, VA 23060 AM PEAK HOUR TRIP(ENTER/EXIBS 3/2 '- TEL: (804) 545-6235 PM PEAK HOUR TRIP(ENTEI 18/15 5 f CONTACT. KENNETH R BLAYLOCK JR VEHICLE TRIPS PER WEEKDAY 734 f CO I.LI j 41 F W a J OLL ° � Wa APPROVALS DATE o DEPARTMENT OF COMMUNITY DEVELOPMENT Cl_ o.% W ,,B ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN PLANNER/ZONING I 3 MISS UTILITY OF VIRGINIA SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE `' ENGINEER F R OFFICIAL CONSTRUCTION oN PLANS. INSPECTIONS _ • ' it.. ,r�l�9m THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS ARB c .I:DEPARTMENT OF FIRE RESCUE PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED 4.'+ ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS ALBEMARLE•COUNTY SERVICE AUTHORITY LLI ` I '''•. V.1.' PREPARED. REUSE OF AND IMPROPER REUANCE ON THIS DOCUMENT VIRGINIA DCPARMENT OF TRANSPORTATION Z 9 WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY-HORN c CALL BEFORE YOU DIG AND ASSOCIATES, INC. SHALL BE WITHOUT UABIUTY TO I IEALTII DEPARTMENT '' KIMLEY—HORN AND ASSOCIATES, INC. _-E NULIEF 8 - CA-100 c m CONSTRUCTION STANDARDS W 3, THE CONTRACTOR SHALL PROVIDE ALL THE"MEANS AND METHODS"NECESSARY TO PREVENT MOVEMENT, 12. IF ANY EXISTING STRUCTURES TO ARE DAMAGED DURING CONSTRUCTION IT BE n 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT SETTLEMENT,OR COLLAPSE OF EXISTING STRUCTURES.AND ANY OTHER IMPROVEMENTS THAT ARE THE CONTRACTORS RCT TO REMAIN A REPAIR AND/OR REPLACE THE EXISTING STRUCTUREITSHALL AS DRAWINGS,PROJECT SPECIFICATIONS,WITH ALL CURRENT APPLICABLE CODES.AND, AND REMOVED FOR A DISTANCE OF 2'O"FROM FACE OF THE CURB AND 2'O"FROM THE EDGE OF REMAINING ON OR OFF SITE.THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE / UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING CURB AND GUTTER AND THE SUBCRADE,BASE COURSE.AND PAVING REPLACED WITH NEW TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS AGITATES. NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. e REFERENCE DOCUMENTS: PRODUCTS. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT,CONTRACTOR ALL FOUNDATION THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, MBEYARLE COUNTY CONSTRUCTIONCONSTRUCTIONSTANDARDS AND SPECIFICATIONS 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN &ASSOCIATES,INC. 4. INDEMOLI THE ABSENCE OVACIFIFTION AND REMOVAL OF ALL OADATIOM WALLS,FOOTINGS,AND OTHER MATERIALS WITHIN THE SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PENDING. ALL AREAS SHALL x B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AT THE TIME OF PLAN PREPARATION.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS LIMITS OF DISTURBANCE WITH DIRECTION BY OVER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. C. VIRGINIA DEPARTMENT OF TRANSPORTATION(\DOT)ROAD&BRIDGE PRIOR TO CONSTRUCTION AND NOTFY KIMLEY-HORN&ASS(Y'IATES,INC.F ACTUAL SITE CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE SPECIFICATIONS CONDITIONS OFFER FROM THOSE SHOWN ON THE PLAN,OR IF THE PROPOSED WORK WOULD BE 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN DISCOVERED. D. VDOT ROAD AND BRIDGE STANDARDS INHIBITED BY ANY OTHER SITE FEATURES. CONFORMANCE WITH: THE"MANUAL OM UNIFORM TRAFFIC CONTROL,"AS WELL AS FEDERAL,STATE,AND rn $ E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS-OF UTVr NOTES F VIRGINIA WORK AREA PROTECTION MANUAL. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION -WAY 1 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF 3 G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK(WWI) OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR EA 5 H. VIRGINIA DEPARTMENT O'HEALTH(NNH)SPECIFICATIONS DEN 6. CONOUC7 DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, ATONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER ANDEXISTING UNITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON e NOTIFICATION TO THE ENGINEER.NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR DILL RECORDS OF THE VARIOUS UTUTY COMPANIES,AND WHERE POSSIBLE,MEASUREMENTS TAKEN ' RECEIVED 5,SIDEWALKS,WALKWAYS,AND OTHER ADJACENT FACILITIES.STREET CLOSURE PERMITS MUST BE IN THE FIELD.THE INFORMATON IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY CONSTRUCTION NOTES AFFECTED ITEM THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS 5 7 USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE 1 ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE(INCLUDING WOE) AND LOCAL 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR ACCORDANCE WITH FEDERAL,STATE,AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, RESPONSIBILITY S TE CONTRACTOR TO RELOCATE ALL NSSTING UTILITIES WHICH CONFLICT y CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PUNS. APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON-SITE AT ALL TIMES DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION.NO EXTRA COMPENSATION THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE 3 DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR THEIR"PRE-DEMOLITION"CONDITION. DOCUMENTS,SPECIFICATIONS,AND A STORMWATER POLLUTION PREVENTION PUN(SNDPP) GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UNITY ON-SITE AT ALL TIMES DURING CONSTRUCTION. DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT THE CONTRACTOR SHALL PROVIDE THE <+ 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH OWNER WRITTEN NOTIFICATION TNAT THE EXISTING UTILITES AND SERVICES HAVE BEEN A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. TERMINATED AND ABANDONED IN ACCORDANCE VAN JURISDICTION AND UTILITY COMPANY 2. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND AND DIMENSIONS OF ENTRY/EXIT POINTS.ELEVATIONS.PRECISE BUILDING DIMENSIONS,EXACT REOUIREMENTS- SPES TONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE NTIATIOM BUILDING UTILITY LOCATIONS. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE 1 CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO REMOVED.IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF STE PLAN DOCUMENTS AND - THE SPECIFICATIONS OR THE RELATVE CODES,IT IS THE CONTRACTOR'S RESPONSIBILITY TO 17. IF THE CONTRACTOR DEVIATES FROM URFOR THE PLANS AND SPECIFICATIONS,INCLUDING THE TO BE IN ACCORDANCE WITH STATE,FEDERAL LOCAL AND JURISDICTIONAL REQUIREMENTS.THE ARCHITECTURAL DESIGN EXACT BUILDING UTILITY CONNECTION LOCATIONS,DOOR ACCESS, 4 F NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION NOTES CONTAINED THEREON,WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE L ;i H FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE DEVIATIONS FROM THE OWNER AND ENGINEER,IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF PROVIDE A SAFE WORK STE. UTILITIES/SERVICES > ARCHITECT THE CONTRACTOR SHALL COORDINATE INSTALLATION OF WITH Of FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED ALL COSTS TO CORRECT ANY WORK DONE,ALL FINES OR PENALTIES ASSESSED WITH RESPECT THE INDIVIDUAL COMPANIES,TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE > BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM THE 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS(SOLID WASTE) '� CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH ACHIEVED. NG JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET,AS WELL AS tCOSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, CODES.ABE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL,STATE,AND FEDERAL LAWS AND APPLICABLE COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING = c I n 1. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROMUTUTY/SERVICE.WHERE CONFLICTS EXIST WITH THESE SITE PLANS,ENGINEER IS TO BE <N i 4. ALL PAINT STRIPING.PAVEMENT MARKINGS.AND SIGNAGE SHALL CONFORM TO THE"MANUAL ON NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. n e 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTTUTY COMPANIES WHEN TRENCHING OR DRAINAGE/STORMWATER NOTES UNIFORM TRAFFIC CONTROL DEVICES,"MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ^_ ;g r i EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WALL BE 4 THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATIONROR OTHER INVESTIGATION IS ^,H ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE"MANUAL ON UNIFORM TRAFFIC ^ <,, 1 CONTROL DEVICES".ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS 1 ALL STORM SEWER PIPES,MANHOLES,AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS NECESSARY TO VERIFY TIE-IN INVERTS,LOCATIONS AND CLEARANCES,MID SHALL REPORT ACCORDANCE WITH STATE AND LOCAL REGULATIONS. INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. AT THE LAST STAGES OF CONSTRUCTION. IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES,INC.AT(804) _ i 673-3882. , x 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE 2. STORMETIDRAIN PIPE AND FLARED END SECTIONS AR TO BE FUAND SISHEDHALL AND RMT IN EQUIACCORDANCE WITH APPLICABLE BY THE CONTRACTOR. SECTION 302 OF UDC- 6ROAD AND BRIDGE SPECIFICATIONSC AND SHALL CONFORM TO THE REQUIREMENTS OF 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION Cr ALL UTILITIES TO REMAIN IN r ASSOCIATED WTFH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE.ALL PIPE FOR STORM PLACE. �6 k; a PRIOR TO ANY DEMOLITION,GRADING.OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY,ON-SITE AND OTHER DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS.THE ?. NOTIFY"MISS UTILITY OF VIRGINIA 0 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUM MASTIC ROPE SEALER 6. MANTAN A MINIMUM OF 18"OF VERTICAL CLEARANCE BETWEEN STORM,SANITARY. AND ALLRIII s i 1 WITHIN THE PROJECT SITE. SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN - 1"SIZE,"EZ STICK"AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR UTILITIES(UNLESS OTHERWISE NOTED). - HEIGHT,LOCATION,AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO SEALING WATER-TIGHT JOINTS.VERTICAL CLEARANCE OF 12"BETWEEN STORM AND OTHER UTILITIES IS REQUIRED H 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE PUBUC SAFETY. UNLESS OTHERWISE NOTED. 7 CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH k 5 DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE UNIFORM STATEWIDE BUILDING CODE. 0 RI ' THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT 3. ALL EXISTING STORM SEWER PIPES.DROP INLETS.AND CURB INLETS BEING UTILIZED BY A PART OF THE i DFMOITON/LAND DISTURBANCE NOTES n SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION,AS DIRECTED 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTAWNG FIRE LANE AT THE EXPENSE OF THE CONTRACTOR. 1 PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. SIGNS AND MARKINGS. 4 7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY A.ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. L. PAVEMENT,DRIVEWAYS,WALKS,CURBS,ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING ON SITE AND AVAILABLE FOR REVIEW 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERUNE OF EACH STRUCTURE n` CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. B.INSTAWNG THE REWIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER UNE DISTANCE. LENGTH CALL OUTS FOR 10. CONTRACTOR SHALL SAW CUT.REMOVE.AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO 'ER.A. i E PROTECTION MEASURES PRIOR TO SITE DISTURBANCE. PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT CONTRACTOR SHALL LOCATE ALL END INSTALL UNDERGROUND ELECTRIC.TELEPHONE,SANITARY SEWER,WATER,AND COMMUNICATION 44 l , . 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS(POWER POLES,TELEPHONE PEDESTALS.GUY C.LOCATING(VERTICALLY AND HORIZONTALLY)ALL UTILITIES AND SERVICES,INCLUDING, SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY CONDUITS. O "Y WIRES,WATER METERS,ETC.)THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO BUT NOT LIMITED TO GAS,WATER,ELECTRIC,SANITARY AND STORM SEWER, TELEPHONE, yy € -. CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPFRS EXPENSE. CABLE,FIBER OPTIC CABLE,ETC.WITHIN THE UNITS DISTURBANCE. THE CONTRACTOR 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIEINTO A CONCRETE STRUCTURE. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS 0 / C' OF SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT U C 'TER B. BAUM X' 5 A NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. 9 SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1 5%IN 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SIZE OR IN EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. LIc.Na 060141 g ANY DIRECTION.CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1 5% D FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RIGHT-OF-WAY PRIOR TO EXCAVATION CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE �I �,��„�j/J7� ' AND A MAXIMUM LONGITUDINAL SLOPE OF 5%IN DIRECTION OF TRAVEL SLOPES IN HANDICAP RESPONSIBLE FOR ALL COORDINATION REGARDING UTLI TY DEMOUTON REQUIRED FOR ALL UTILITIES PRIOR TO GRADING START SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY d9 e RAMPS SHALL BE BUILT IN CONFORMANCE WITH(LATEST ADA CRITERIA AND LOCAL DESIGN THE PROJECT THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION TEST PIT PRIOR TO COMMENCEMENT O CONSTRUCTION. Q j`o STANDARDS. THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED 7 SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED P :� IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. BY APPUCABLE AUTHORITY 13. THE RIM ELEVATIONS OF EXISTING MANHOLES,INLET STRUCTURES,AND SANITARY CLEANOUT I. S 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM E COORDINATION WITH UTILITY COMPANIES A ADJACENT LANDOWNERS/BUSINESSES TOPS SHALL BE ADJUSTED.IF REQUIRED.TO MATCH PROPOSED GRADES IN ACCORDANCE WITH THE PROJECT SITE AND DISPOSE Cf.SAME IN A LEGAL MANNER. REGARDING WORKING"OFF-PEAK"HOURS OR ON WEEKENDS AS MAY BE REWIRED TO 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK.AND THIS MUST BE VERIFIED AND LOCATED BY THE ALL APPLICABLE STANDARDS. ; it -a MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. Ti'6 "N O c. :-1 XI a 3 Ti TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT TRAFFIC CONTROL NOTES 'C.) O IF P LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED 2. NEITHER KIMLEY-HORN&ASSOCIATES,INC.NOR THE OWNER IS RESPONSIBLEFOR JOB STE 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WALL DRAIN BY GRAVITY FLOW ACROSS NEW N e R uI ,V AND REPLACED WITH SPECIFIED MATERIALS.THE CUT UNE SHALL BE FULL-DEPTH AND COATED SAFETY OR SUPERVISION CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. I WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT-OF WAY OF ADJACENT Lx v a TI . 'P z 'a WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SYSTEMATIC AND SAFE MANNER,FOLLLO'MNG ALL OSHA REQUIREMENTS,TO ENSURE PUBLIC ROADWAYS,TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE <I.Mj ;NI i SURFACE COURSE. AND CONTRACTOR SAFETY. 10.THE CONTRACTOR SHALL ADHERE TO ALL TERMS&CONDITIONS AS OUTLINED IN THE GENERAL V S.M P PERMIT STANDARDS XI ' 3 FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. s^ 3 - 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY F. d 5 ,P €F 11 ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC(H20)LOADING AND OF ADJACENT ROADWAYS. t..4 BE INSTALLED ACCORDINGLY 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC _ CONTROL PLAN. /A� Cl) P. UJ gIII DING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES,ACCESS ISLES,AND ACCESSIBLE ROUTE SHALL BE INSTALLED ,- o IN ACCORDANCE WITH ICC ANSI A1171-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 0 i i 2. ALL WATER,SEWER LINES,AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON 7 PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING L 8 DEPARTMENT. r I 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 n 8 PERMITS ARE REQUIRED F POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOU. I'1/ CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION L.L ( t PROJECTS AT 540-562-3580 X131.fg W - R 7 A W gip# 0 E IT RYE a VP i W / e S. 8 FN- > b ' LU �Y W a � a ~ ° c e O oa iI- o IL a W 2 wY b /1 a �' j �.J f. 2 W i J aE Q 5 M W FR 'd n, Z • i SHEET NUMUER CA-101 m o W SITE LEGEND o 2 LIGHT ip in I SEE SECTIONDUTY ON TH S SHEET H CONCRETE SIDEWAU( SEE DETAIL ON SHEET CS-501 '' 6 HEAVY DUTY CONCRETE - -- ,SEE SECTION ON THIS SHEET a A • e . cc VDOT STD CG-2 I ISITE PLAN NOTES L 1 ALL CURB RADII ARE 5.0'UNLESS OTHERWISE NOTED .�< YE I 2. ALL dMENSIONS ARE TO FACE OF CURB UNLESS 0 NORTIMR 3634123.1f OTHERWISE NOTED n g 7. 8 EAS191Q 11466616.44 A 44 4% . =S S41 1;30NINSTALLING3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING A'a3 a -- - -- ALL STOP SIGNS,DIRECTIONAL SIGNS,AND STRIPING n n e u Al7 SHOWN ON THE PLANS. ^ <.�,.. T i N r x .. --- 4. REFER TO SHEET CS-501 FOR DETAILS. ^ < ,, 1 • k F7041910 PAV{lp1T ADA 91C11 01EE�T CS^set)- ADA PARKING SYMBOL I ¢ 2 AND SIRIPN9 OW (sEE SHEET cs-sot) ! 5. TWO COATS OF TRAFFIC PNNT SHALL BE SUPPUED � x 5 I FOR ALL PAVEMENT STRIPING. s j' + _ i x a I nWl O Y / 1 I O I CONTRACTOR TO RESTRFE EXISTING F $ PARKING SPACES AS NEEDED <' )T O / iOLOYANC HILL AND OVERLAY �., V to. ,ae'' 9M7 '9 J CONTRACTOR TO MILL AND OVERLAY 0 0 c ACCESSIBLE PARKING SPACES TO I , ENSURE ADA COMPLIANCE E I S'CROSSWALK. NORTNMG 7B973X.06 `2. (SEE SHEET CS-501) EASiM4`111Y9733.44 <o TX TO 4.5 �E%ISTING CURB I VDOT CG-12A RAMP -- --- RE TO EXISTING CURB TTT rF �. g R10.0'R70-0' in � R1-1 STOP SIGN AND 4� PROPOSED FENCE 1O - -�'�� R5-1 b0 NOT ENTER-SIGN O C n (SEE ARCH.PLANS) (SEE SHEET CS-SO1) Cl {� ilf T o Ih •A 18'STOP-BAR I ` PROPOSED SIDEWALK u C 'TER B. BAUM x (SEE SHEET CS-501) ( 200 SEE �PLAAi4�5) (SEE SHEET CS-501) I q LH.No.o9ma s g 11E To EXISTING CURB.CONTRACTOR 0 I,•/71/ 72.l .4 PROPOSED UGHT TO REPAR AND REPLACE CURB AND POLE( )'�"�❑ ` ^� CUTTER AS NECESSARY aG 3 e 6'WHITE STRIPE ow) 7 DRIVE-TNRUf `.-I b'_ 1WNDOw I ..' CONCRETE CURB CUT 3 I r¢ 12.0' 10.0' 4.4'S.0' : CONCRETE CRIME AISLE I W 4 'V f. Y _o ' NEW MARKET-HI)L"MEAD LIC 1 [.L PROPOSED�32>S I ON �rr , y y `/ : D B 5125�C 209 CRXPOTLE _ <In 0\< . a FFE'54619 PARCEL ID 032 00-90-01:04101'- TO 2"SM-12.SA SURFACE COURSE x a € g /" Y > I, v 6 J IX 1RANSFORMER SY 10.0' 7.7'r .., - t,' =MC PAT I n �R15.0' i AND SwEw10(M) a A EX TELEPHONE i 4k PEDESTN. - RI5.0' ! ! II I� f f k t4.D' _'7IIf 17.8'_ b > BM/2 1 CpICRS AIR HANORAL o R75.0' 294 o.- Rlid�_ EXISTING SIDEWALK I I f STEPS A E (SEE SHEET CS-501) 20.0' 1ARGE-CORPORATION! CONTRACTOR TO REPAIR SIDEWALK D B 2846 PG 1/1 -I I III-I -1 I I-I I I-I I I-I I I-I S 1� F CONNECT TO E795TING SIDEWALK AR BAR I AFTET WTALL DLTMOUTION AND PARCEL ID 03200-0G-00-04360 (SEE ARCH.PLANS) - -I I-III -III-III-III-III- Q g LOOP DETECTOR(TYP.OF 2) .. 11E TO EXISTING CURB IA 8.UNTREATED AGGREGATE,TYPE I,SIZE 21A/B J TO A c.l.g (SEE ARCH.PLANS) R2.0' I DRYYGRADE-DENSITY OF AATLEASOT 9COMPACTED %OF THE SOILS - I I DEST�YRD(ASPROCTOR ROCT RIBLITT557) O A DEPTH 8'MIN. 2 EXTENSION OF BRICK SCREEN WALL S-I 18'STOP-BAR BELOW SUBGRADE ELEVATION. fr (TO BE DESIGNED BY OTHERS) - 1 (SEE SHEET CS-Sot) L• PROPOSED DUMPSTER-' -. 6-WHITE STRIPE(TYP.) M ` scI1EOM wAIL -- � RI-I S LIGHT DUTY ASPHALT PAVEMENT SECTION (n H T I �SIGN At0 I NOT TO SCALE 44 MITE STRIPE AT 43' ' II _RS-1•DO NOT DINK 96N L __ .,,,_, 1 -_- (SEE MET CS-set)- r u . -`CONNECT TO ENS _/ EXISTING I l 9CIk'E1N WALL Ft3 I 1149e0/1.35 .5 -T-- -- -� -- j40"z - 44 4 y 542-5';',Y'�� ¢ S407. fir- 255 9 NORTHING: 3933074.N n. EASTING 1149970707 20�' 8'AIR ENTRAINED PORTLAND CONCRETE CEMENT LU i W/MIN.650 PSI FLEXURE STRENGTH&MIN 4000 PSI 3o 14 26-DAY COMPRESSIVE STRENGTH 8 a.= SEMINOLE TRAIL BI`"t iW C.RN ER ` ` ` + ` ` ` + ` + ` ` ` ♦ + + + + + + + + . + + + + + W U.S ROUTE 29 E05I w aKY (VARIABLE WIDTH R/W) = 6U R J O O Ce R =�I I III I 11111I� I TI 11� 1 i Q i_ o E W UNTREATED AGGREGATE.TYPE 1,SIZE 21A/8 - W al 'e P SUBGRADE-STABLE M I ID COMPACTED TO A CL N 4 DRY DENSITY OF AT LEAST 952 OF THE SOILS CL _ STANDARD PROCTOR METHOD MAX.DRY v DENSITY(ASTM-01557)TO A DEPTH B'MIN. ' ` d G Z BELOW SUBGRADE ELEVATION. -on, HEAVY DUTY CONCRETE SCALE EVEMENT SECTION NOT z GRAPHIC SCAT F IN FEET r-S 4/11) 10��20 e0 w di Z n S-EEC NUMSER CS-101 m iv ap 70' yp 4, bTW 3/6'RIDE a 1'DEEP 511BCUT Lp1ROL ANT fT / S ( a'CONCRETE MN.3000 PSI STRENGTH _ .D/ram NOT: {'-A STONED VDOT TYPE I jLJf/�f� )( SEE CDIICRETE , R1-A STONE BASE SOEM'AIX SECTION BROOM RASH �_10000".°1°1"sso.d 0,50 I eCI l uI _ LATE �� COMPACTED 918fiADE NO- SE REFER TO o J (WIDE imam ED BACKtlgD) G REPORT FOR o FINAL TE000LS AND DETAILS 2 APPLY 1/2"THICK PIE-FCRMED PLAN SECTION MANSION ANT FILTER DO NOT ENTER SIGN (R5-1) CONCRETE SIDEWALK L O =' i -1, J `0 18'a12'R7-8 SIGN ACCESSIBLE SPACES TYPICAL AT ALL GREEN LEGEND ON WIDE "^ZjI Q u CR BLUE ON MFMIE SYMBOL o }.'7' ] ON BLUE ON TRITE 2/ 4k a ."I BACKGROUND i g v PARKING LS' 2.0' �,N < , //� > ADA SKIN POST1111 \ 1/ �� . °C'' (PER DETAIL) u i cu _ 3 � 12a8'R7-IP SIGN 3 1 e L1 7.r€x' TYPICAL AT ALL VAN GREEN LEGEND ON R- /-BACK OF CURB 1� Y Z A SPACES MUTE BACKGROUND a o E U t REU PENALTY . v W = (AS REOIARED BY STATE _ OR LOCAL CODE) STRIPE WTH 2 COATS di MITE Ne REFLECTIVE TRAFFIC PAINT STRIPE CROSTWALK RITH 2 COATS MITE REIIECIIVE TRAFFIC PLANT • NOTE:SIGNS DEMOTED HERE ARE TO BE PER MUTCD SPECIFlCATICIS �` T$,t r II ` i ADA PARKING SIGNAGE STOP BAR STRIPING CROSSWALK STRIPING .c - BAUM 5 c E IC.No.080111 j��jpJ�L AL ro'y,. • SIGN PER PLAN + ' S/18'BOLT N 3/8' rt. AUNANNA 0.08'THICK. Eg i , a"'T'F, SHAPE AND SIZE VARES� HOLE(TTP OF 2) U i .`_..� t,F4 /- / i \\ J Q N 6 ..,4 / \ F1 C N v NN — € ADA PARKING SIGNAGE : d f, ,+ (PER DETAIL) "1 2 u I. AND PAVEMENT AREAS \\ // k f irv"... I1 L__1__R_ / Cl)N I v/ e 8 ,%' a xv. VARIES I "11 2 I.D.SCR.IO Y GALVAMZED "w �' GALVNRZED STEEL PIPE SQUARE TUBE 1r ,en, ....P,. Q �I�� h (MITE LEGEND,RED BACKGROUND) USE 4'SCR.40 STEEL PIPE ..a.--(- s p STOP SIGN(R1-1) W i L FILLED WTH CONCRETE WIN I.I 0 TOP EROUNDED.IF PLANT TRAFFIC ?P YELLOW E PAN IS FHIN E ` PAVED AREA CR SIDEWALK _ W 4 R1- F...SLOPE TOP OF T CO CRETE S PAVEMENT/ 1 �FlN191ED CIAOECO _ 2 COATS OF{' ' GROUND/PAWNS 9 RFACE RIDE BLUE TR/A�F�FIC ;mom: ,tiltJ I Ili I-� rt....„.4,__,lli,ii ,tN^ -I PAINT(TT'P) .H//e +�� �1T ' '' W 4000 P9 CONCETE-/ ..1.�i• . Y z • 6 �,l `` 6'DIAMETER ,x W/� CONCRETE BASE I• 1.5 '• I 2 R414' L L M O NOTE DETAIL CON ALL SIGHS 0191E OUTSIDE OF THE BUILDING AREA O W L^L LL .' LL _ -__.- _ —_ __----"-- K ADA PARKING SIGN POST ADA PARKING SYMBOL SIGN POST a W 0_ CeZ ..., k ` t z y E S-E='NUM3Ef. CS-501 i } n -- I co I4. GRADING LEGEND W ----_ _- - �✓ I TC: TOP OF CURB ELEVATION -- ---- -- 5 BC: BOTTOM OF CURB ELEVATION i' -- i,-- 1 1 yb F5: FINISHED SURFACE ELEVATION t V 0 P: PAVEMENT ELEVATION i - I ME. MATCH EXISTING 1 _ / 'Ir__ I - - FF: FINISHED FLOOR ELEVATION ! I HP: HIGH POINT v / CONTRACTOR TO MILL ANO QIERLAY 4, I { NZ ACCESSIBLE PARKING SPACES TO ' I�� ER -i / ` op ENSURE ADA COMPLIANCE �� , \' IIwor sTo CG-2 S s i), 1 1 I V ADA ACCESSIBLE ROUTE r< • '� W_ W-_W SANCUT UYI1S(iw) 6. / �/ ‘: ALL EDGE OF PAVFYENT ELEVATIONS i SHOULD MATCH EXISTING PAVEMENT xA ... ._ 544.4e . \:,.., ,,,,,,,‘ I n i I A 4.50/ 544.49 - CONTRACTOR TO RAISE RIM OF EX. ._ - GRADING NOTES g - -'{- - - .> F- -- �- _._ _SS - - _�. �W TO PROPOSED GRADE --_ '-+ o Z e -.-- ' '-S.e ' 1 ROOF DRAINS TO SPLASH ON GRADE. CONTRACTOR TO ENSURE a l - 6Ir `- POSITIVE DRAINAGE TO STORM OUTFACE n -- I NORTHING: 3934162.06 / '`-\ ��`+ t ✓ 2 ADA ACCESSIBLE PARKING SPACES ARE SHADED AND DESIGNED L FASTING: 11499733.44 G C 1)''^ .� _ U< _ _ wD S7 I 4 1 I\7 �J Y'I - PATH A MAXIMUM I SR SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ?> f O iCA RAMP 7_ %S -- - 1-- -_ 7� ENSURE SLOPE DOES NOT EXCEED 2.OR IN ANY DIRECTION. .,� 4 S•1OS 54s.24 TC/YE ' �i, „ >!41� 7 <. th A' - k - W�-WCG-12 3 u I 2.0%AND LONGITUDINAL SLOPE DOES NOT EXCEED S.OX < -II/� I A \ r •�• i�: S43sR .. z,,._,_ l I 4. CONTRACTOR TO MATCH EXISTING GRADES AT OMITS OF „ fi " I 1 ,11 \sn 10 Tc ' � DISTURBANCE AND ENSURE POSITIVE DRAINAGE. -0 5.93 ) FS TC/BC R 1 +\ S TC4,o3/\ [ Y .. - p r CONCRETE CUNT OUT \ 1 I y z s‘s 54..14 544.p F (__ -'Y\44 =f I Y K c !{ L41' s4a °S • SaaT� � I STORMWATER MANAGEMENT NARRATIVE No I 1_ 1 SS I ■ o {L T n `544.19 _ _ _ C F+ {'" • Tc D Ip \ I STORMWATER ANALYSIS FOR THIS DEVELOPMENT WAS COMPLETED BY 5 { ( I COMPARING THE PRE AND POST DEVELOPMENT CONDITIONS TO THE i o b°I' /" 1 - �� ` 9 / STORMWATER ANALYSIS FROM APPROVED PLANS SOP200300081. THIS SITE A j / 543 a b._,I 5 0S 1' 4J y IS OUTFAWNC TO THE EXISTING BMP AS USED IN SOP200300081. ` F 0'A {I// I ," - -�I h I STORMWATFR_QUAUTY: ,;1 to r I I ' • Sa4.t9 I I \\ / THE UMITS OF ANALYSIS FOR THE WATER QUALITY CALCULATIONS(0.29 0 / ',8 I TC/19 ' I 1 I / I AC.)INCLUDE THE ENTIRE LIMITS OF DISTURBANCE FOR THE SITE. NO / PHOSPHORUS LOAD REDUCTION IS REQUIRED DUE TO THE REDUCTION IN 0 E i F �, - , . 4 III `� li' I IMPERVIOUS AREAS IN THE POST-DEVELOPMENT CONDITION. G C 'TER B. BAUM Uc.No.060141 a / 11, 4.'ja:.jo.l k ! I- PROPOSED±2,325 SF STORMWATER QUANTITY: STORMWATER QUANTITY FOR THIS DEVELOPMENT IS HANDLED BY _T-H 01 L-YM E C., LC p COMPARING THE IMPERVIOUS COVER IN BOTH THE PRE AND POST ay ' DEVELOPMENT CONDITION THE NET IMPERVIOUS COVER BETWEEN PRE AND t ' 544.15 544.19 FFE.544.19 1 I I I QUANTITY IS MET AND NO F RTHER ANALYSIS ISRNEEDEDSTORM .- ; m t s 5"25 P,. 20 CHIPOTLE x I I WATER �. ., <y )370C-00-0 01300 // Fs l aA / o r Y I / / • n ) :- , ... I a J <N G w > s _fi. (I+1L// •\•� / A - ^�2`` y47 k GRAPHIC SCALE IN FEET0510� b 'TD PW 4 QURD ' - wy\ I t /• 562.tC I A I i l O 11c. h P. I _ ,L 544.19I 543.21 543.18 TC / .1 IZ 5 -- -9A • -r. FF FS FS I Q `I - q. a. vE CORNER DER �s {1� � ,e .,7 I I. +� I • 0r D I I 0 r 3 {/ U 1 d 54157 y __' 542 '-/543.QS'FS A �, lI y I EL F�J=S'�2 74 I Z A FS / / /// s•`� _ VA I 0 542 Q ,ji ,1 / ' I 541.85 > '({ S4, ,A TIE TO 510EwA1K / \ \� 1 C INV=G3 75 %-s I I// 2 7RANSI110N- ✓� CONTRACTED TO MINX 7C / \\ 5•7• 1 I I �0�IT�� o. { / TO RUSH CURB �: 1 TRAFFIC RATED/MORAST OUT \ 1 \ I V iti,41 -- elm, e ' I I®ii�I _ sal.t2 / I` SS I s ,y /�I D 8. C �J 11 \g 54109 h h i I �lK TO EX PAVEMENT' 541.80 7� `2 S VA ,._II!.TA �, 540.i P/ / s4o, ` I I F. a I _ a f_ - _ - _- CC E 535.94 I - ���' I�-1� , « y�„ __• �,!- /.ayr-: s.� I • ` P I UJ SCREEN WALL TO FUNCTION AS� i-- --- -- 539 I I ��N- I W a 1,3 RETAINING WALL IN THIS AREA ,, ,, - \ -_ S3D~ 5 7` _ l / I O O u• (TO BE OElALL I - ... 3 , \ 1 - - _ 1 S" I I\ LLce SRI Rr>P ,--...w vvv- -✓ ----- iwvvy ! .M•Z: .• •Z:SiS44:414•if+tJ: - - - - -. - --I. a IZ I TYP ) CONTRACTOR TO ENDR 1 � - \ 0 W A Z DRAINAGE AWAY FROI EX �.•• •• s O E_`i 3q G 2 I ( _ 1I 1-' o: 41t` I IV - 5✓.5 87 WAIL TOWARDS INLET / Iliff�~= t4 i l{ ` ,, \\-'.` I_`53S 9�0 I ' fi • 4' r 1 ...,hi ,,... .,._.6,... h_, - _,.., .._-_,,_,..._ �..N.-------�'/.n -✓ •:•..Sf a� t.._S•::ekt L:•%la::l \`- _ - --- I V a O -535 - - - -_ L 535_ Cr u R - \\{\\- _ _=OF S! _.__Olin= A'k'IE= -�- - ..�QpE---__ __OHr�_ -OL:E__ _5.44 - 81IE----01-E- I -0.1E F• { -534- - - 0 ,z --- -' •, -- -_fig__- - __ _ - -. _ - ,A 1 1 �3iV--CTT- _ � k _ �1# -- - _ . z' '-i _4__ ---- t -5 .73 ..3-L .:7:7 �_=_-'F _'7 Z _ .__- _ _. _. .. 3 rr,l _ - - __ - _- - _ .� _ _-__ l/ CG-101 �rE`T NUM Efi c >- m UTILITY QUANTITIES g UTILITY NOTES < 0 • WATER QUANTITIES: F 2' SCH. 80 PVC DOMESTIC WATERLINE 72 LF 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING Frdure No.of Fixture 1.5'DOMESTIC WATER METER 1 EA. UTILITIES PRIOR TO START OF CONSTRUCTION Fixtures __. Value 60 Fixtures Value(gpm) Bathtub 8 % F 4' GATE VALVE 1 EA. 2 INCLUDINGPOELLEECTTRIC.TE PHONE. AND E TO BE CAN INSTALLED UNDERGROUND Bedpan Washers 10 X _ 3 2' 45-HORIZONTAL BEND 3 EA. Bidet 2 % MEI IIIIII > 4' 45'HORIZONTAL BEND 1 EA. 3. INSTALLATION OF A KNOX BOX IS REQUIRED CONTRACTOR TO Dental unit 2 X 111111111 _ UMW Vx 3 SEWER QUANTITIES: COORDINATE BOX LOCATION WITH THE FIRE MARSHAL'S OFFICE. a _ . € Drinking Fountain-Public 2 % 3 6'PVC SANITARY SEWER 78 LF 4. CONTRACTOR TO CONTACT ACSA 3 BUSINESS DAYS PRIOR TO ANY Kitchen Sink 2.2 X © = IIIIIIIEE S S 4'PVC SANITARY SEWER 30 LF WORT(ON ACSA UTILITIES TO SCHEDULE AN INSPECTOR TO BE ON Lavatory LS X 111111= _ MIME rc 6'SANITARY SEWER CLEANOUT 4 EA. SITE. Showerhead(Shower ONY) LS % III = 4'SANITARY SEWER CLEANOUT 1 EA. Service Sink 4 X 1500 GALLON GREASE TRAP 1 EA. © - 1 Toilet-Flush Valve 35 X IIMIN r Toilet-Low Flow Flush Valve as X MIMI _ MIMIC Toilet-Tank Valve 4 X MINIM = I1111MIE g. Urinal-Pedestal Flush Valve 35 X MM. - IMI i I Urinal-Wall Flush Valve 16 X MM. MEW .5 .5 I Wash Sink(Ea&set of Faucets) 4 x © - MIMI Dishwasher 2 X I 1 Washing Machine 6 x -_ II1 = a Hose(50ft Wash Down)-1/2in 5 % r ' Hose(50ft Wash Down)-5/81n 9 x = �' O U; z Hose SOR Wash Down- 4in 12 X © = 12 • wd •' NORTHWG: 3934123.19 FASTING: 11499619.44 .s4, aO(Z, Combined Fixture Value Total 102.4 Fixture Units < _ __ Pressure Factor 1 Pressure Factor = t>ii p e Customer Peak Demand(From Demand Chart) 54 A <dr ca ^ �p Customer Peak Demand'Pressure Factor 54.0 Gal/Min ^ -s St n S • ._ _� 0) 7 ,rG Z b iN Add Irrigation 0 Sections' X 116 for spray systems 0 Gal/Min i 5 2 i / } I (o L. Add Irrigation 0 Sections• X 0.40 for rotary systems 0 Gal/Min > a C- -'-" i - - f •100SF area 1 section Separate irrigation meter i;%i j F EK MEOW / .I /� ' I • Added Fixed load 0 Gal/Min -s. • t � I{ Total Fixed Demand 50.g Gal/Min ZNI E I �9 �� ( I' Note:Highlighted cell indicates assumed val.forfixture type not identified in AWWA M22.for LEE() Y -cS - - -�-- ,,,f_�S - - SS fA I I .1 utilizing flowfirtures throughout the building the low flow flush valve typically hasawater use of 50%less W- - F { --�- - -Ll I NORTHING: 393416206 than astandard flush valve Thefixiure value in this table has been conservatively reduced by only 25%from the _ 4$ 1 E.4'IMMUNE- I ,2i4 - FASTING: 11499733.44 standard flush valve fixture value s Fie.-W W yy 5 I SJ'`' I__�S -- 1.5"METER { I J 1 4.N‘ i £ -k I - m S 1 LJ lir 4'CATS YAM F - - .'. I O g f - _ -A -,. �I a C.•TER B. BAUM 4 S TAP 2'DOMESTIC WAl1R1NE M KNOW EX cm'TEE AND WRAC( "R 1 I Lic.No.060141 c l' PROPOSED 4'PLUG Mill 4'45'110RQONTAL WO ... 1 � ( /,.Z/ !/'-�s c s PROPOSED UGH.) '., .-. r _ \ \ jS I NEST aE r 45'HORIZONTAL BENDS / _. __ I -'• rv' , 3 e !.5'ookiesnC WATER MEIER . i c, I '-cJ %v C i- n z ` FIRE FLOW'F:STU4A"FF;FORM w O O Vr, NEW NARKCT-I-GLL yLfE J, : �- PROPOSED u.s2s SF 4 I ISO(Imuarce Service Ol6ce)Metlod ofCakuhtaxp Needed Fre Fbw NFU(Needed Fie Flow) B..,A..,,,tr. a I S D� 512_PG 2u } • �E __ /r EX 6•SANITARY Iy r7 G N < > 9 s PARCEL ID D3200-00-('y')-t••<S IC L. --- SEWER LATERAL I FNOINEFR.Caster Baum.P.E DATE. 10212021 < s<LI, rs f ` ° J SEE GUIDING PLANS FOR ^ r 45'HORIZONTAL BEND Y- :n < .; , DGMESTIC WATERLINE > . _. PRO)I:CTNAhfE. CAI-C BY CBB c_ - ♦ CONNECTOR - / I \ w v $: 72 TOTAL IF OF 2'SM.!m WE EJL Ltl4Ema C7IU11R I VS \ TYPE OF CONSTRUC77ON NCJNCOIvfIR1STIBl.F.C-3 PVC DOMESTIC NAIF76/1E tI \• 'I I I rri- Class of Construction CoollcsU=F- 0.0 L N ''') z I NM595.N -.. 7� BM►2 GROUND FLOOR AREA. L325 tl OF STORIES 1 E b Y 45'NOI ZONTAL BEND I - LOOP DETECTOR(TYP.CF 2)1 it Nt,O N I} Total Floor Area=Ar(etlixtivc area) 2,323 _......±..449 k 5 Isa - __ WE ARCH.PUNS . ..._ I 'ARG_'CORPCRA'ON 30 lF OF 4•PVC O z70R I Q C B 2896 P� t r I• -nv 5399..Bs s t 40P.54255 ym, PARCEL ID 03200 OC 00-04380 FIRE:AREA('OVSFM►'N Vn J/I Il CO16011 00I-actorC l8 n % �. �' CO0. 3(TRAFFIC RATED 1 Nv=23675 Into rn T(1 NE ARM 2Sa ciM)(Ad' 0- .u '.,15 lF OF 6'PVC O t.4S1i /♦S 1. ' tN@ 4.1�6. I�- '� C. l e#1.0 il C. 7so o '' Its i CO x TRAFFIC RATED A�� �• ' (?! 'TYPE OF OCCUPANCY COM:WS-11BU C-3 lF'� ( ITV:539.47 .�. CONNECT TO t7(.6'SANITARY SEWER LATERAL MTIM TRAFFIC (Worst Caue)OocopmxLy Fac►xr-O; I >< RAMO CLEANOUT 051 B4 INVERT IS AN APPROXIMATION BASED ON 3'6 ___ I Mir - S': ; y isii L _ AND ISS RTS OF EX LATERAL PRIOR TO CONSTRUCTION TO CONFIRM IKATON a 14 LF OF 6'PVC•1.455� CO 4(TRAFFIC RATED)"., I EXPOSURE(I()AND COMMUNICATION(P): H 1 RP-Rix -.. C Ti NY. 50 - " - $35?5 V~ OTR .410 LF OF g'. 261E OF 8'PyC 01.46i I Xt+PR= 0.00 X,+P1- 'IP 1 INM.535.27 n i>., is ,E X=I P•- X.I P< r� PVT:•t.454- -..,...�....-...----=..s--_-.1 (SEE 9REET SR TRAP.� Nov 5,IL02 M„� I XI+Pt= X4+Px NORRINt 35340 4.45 ry I. - -- 11402611.350- WOMING_393_9n.aag EASING: 1149 9787.07 'b°C " l'6% Ma X ill i-1.81 I00 (n / • NEEDED FIRE FLOW at-NVIOER Q' DESOF WOA TAIIlDtnuI e 8 -- - -- _ _ 6`-u_ - DROP - f e - - _- _ _ = T_;" NEE-(Ci)(Oa)(X+P)t NF1.- 750 r iY Sn SEMINOLE TRAIL =_WB OAaRR -OP_526 6 W U.S. ROUTE 29 It my Irv=o2t.as .51006arc Splvlklerc NO Radtle4owFadur 0% %XNFF- . 0 a Y tOFA'i26.42 - ui g (VARIABLE WIDTH RAW) c__a-_2644 f1=522 SO 1Vs Cl.T=52 30 Va I J o � TOTAL: 750 N L LL I" as Reyued Fie Flow-Roaoded: 750 mmnr 0 u Q. Ex o N �I' Fie Hydrant Reoured. I LL 0. Lij f. W S 11 I C'LRT IFY ITIATI1' 11:ABOVE INIORMMA11ON IS TRUE AND CORRECT O- C j "Il TOPu57.6 26. v FL-52C a0 I c< U 6 2 lSIGNATURE: J 3• •CON\I hill-IAL AREA REQIItRFS TM1T MAXIMUMFN LAY6 3- GRAPHIC O SCALE IN FEET4Q M R WTI 0 O I Mastics. NFF cat rlum.R proreihxs Aesaied o A A'W A M-3I LSO's 1980Lo locork 5xe Ralux W m £F Sr-halide mud IsO' I9W F6nSuroweerm Rolm Schedule Z n 5 ^V V41 SYEET NUMBER • CU-101 c } Calculation Summary o ---- -- --- ------------- w Label CalcType Units Avg Nax Min Avg/Min Max/Min o Property Line Illuminance Fc 0.09 0.3 0.0 N.A. N.A. I Parking Lot i Drive Illuminance Fc 2.99 7.5 0.5 5.98 15.00 Luminaire Schedule N 8 Symbol Label LLF Lilo. Lumens (MANUFACI Description € - 01 R3 0.950 17433 U S. ARCHITECTURAL LIGHTING RER-PLED-III-W-SOLED-525mA-NW Lt L R4-HE 0.950 13328 O.S. ARCHITECTURAL LIGHTING HER-PLED-IV-FT-80LED-525mA-WW-H1S ���JJJJ ' NN3 0.950 11453 D.S. ARCHITECTURAL LIGHTING RER-WN2-PLED-III-W-40LED-700mA-NW Y Q NM4 0.950 11153 U S. ARCHITECTURAL LIGHTING RER-NMI-PLED-IV-PT-40LED-700mA-NW o i 2O4 EXISTING POLE 0.500 8991 TRACE-LITE TL106-RPS-150 z ° 0--0 EXISTING GOOSEENECK 0.500 8991 TRACE-LITE TL106-RPS-150 I L 0 SE 0.0 '0.0 '0.0 '0.1 0.1 '0.1 '0.2 '0.3 '•.5 '0.6 '0 '1.1 '1.2 ' .0 0 7 '' 6 0.4 '0,3 '0.2 '0.2 '0.1 0.1 0.1 '0.1 0.1 '0.1 0.0 0 0 0.0 0.0 '0.0 .d 2' 42, a`�W�'0.0 0.0 0.0 0.1 0.1 '0.1 0.2 0.3 0.5 0 '1.:�.1.6 '1.9 1.6 y;1 A •0.6.--.... 39 •0.2 *0.1 0 1 0.1 0.1 0.1 '0.1 0.1 O.I 0.1 0.0 0.0 . 2 ry -- Prepared by: _ .EXISTING LIGHTING VIRGINIA CENTRAL <:i' .0.0 0.0 0.0 '0.1 '0 1 0.1 0.2 0.: '0.: '1.1 .1.6 2.7 :G00SEKNECK 1. R4-HS 5 0, 0.2 .0.1 1.1 0.1 .0.1 .0.1 0.1 0.1 0.1 .0.1 '0.1 0.1 /^ MH 25 -_MH• 15-_----------7,-,‘ Im 400G-2 Southlake Blvd. h _.. _-„ J �.>, • Richmond, VA 23236 q r 0.0 0.0 '0.0 0.1 0.1 0.1 0.2 '0. 0,. 1.3 20 3•:, 1. ( 'g •0.3 ia'.2 ' .2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Tel: 804-379-7777 _ `c°.'r' �' wv.lightingvirginia.com u^cz x 3 0.0 0.0 '0.0 0.1 0.1 0.1 0.2 �0.3 '0.8 217 F 0 6. A•.2 7 4. 2.- 0.7 F0.4 ' .3 0.2 0.2 '0.2 '0.2 '0.2 0.1 0.1 0.1 MR = mounting height in FEET Ns o '0.0 0.0 '0.0 0.1 0.1 '0.1 0.2 .0,3 'O�• ,1 .7 'S.7 •5.6 4. 2i ,,8 1r.4 '!.4 .0.4 0.3 .0.3 0.3 .0.2 0.2 0.1 0.2 NOTES: E up, 1 ii 0,0 .0.0 0.0 0.1 .0.1 0.1 0.2 '0. (D '2.3 ......3.4 2 1 0,8 Q.fi ' -• ' ,6 0.6 .. ' S 0.4 '0.2 '0.2 '0.1 1. NO ALTERATIONS OR MODIFICATIONS SHALL BE MADE TO THIS PLAN WITHOUT THE PERMISSION OF LIGHTING VIRGINIA ■CENTRAL, ADAMS PARNELL, LLC. )31. 0,0 0.0 0 0 '0.1 0.1 0.1 '0.2 0•: '1.7 '2.6 '2.5 � • 1 � :o � .�7�"� L.5 51},Y��'' 0�"�.'• 6 '0.3 '0 2 '0.1 2. THE OUTPUT ON TRIS PHOTOMETRIC LAYOUT IS SPECIFIC TO THE MANUFACTURER AND CATALOG NUMBERS LISTED IN -- THE LOMINAIRB SCHEDULE. SUBSTITUTIONS OR DEVIATIONS FROM THIS PLAN MAY INCUR SIGNIFICANTLY DIFFERENT 'O,O 'O.O 'O.O O.1 O.1 'O.1 '0.2 3.7 3.0 '2.�- , -- RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED fi �• 3 • .6 '1.8 '2.9 '3.3 2.5 '1 5 O. '0.9 0.3 '0.2 PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY 91 a ' i •i •`:jrlaw , I. OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DESIGN CRITERIA AND WITH ANY APPLICABLE 0.0 0 0 .0.0 0.1 0.1 0.1 0.• 1.0 '4.6 .5.2 .3.8 ' t.A• I'.: •.0 3.1 .2.6 '1 : 2.8i 4.2 '8..2 EXISTING POLE 0.5 '0.3 '0.2 JURISDICTIONAL CODES. 14 R3 1. ,I MH: 15 0.0 0.0 0.0 0.0 0.1 0.1 4 '3 MH: 15 - 3. SITE DETAILS PROVIDED HEREON ARE REPRODUCED ONLY AS A VISUALIZATION AID. FIELD DEVIATIONS MAY SIGNIFICANTLY 7-9 '4.6 ,.,8 2.9 2 3;1 '4.5 'S.5 2 9 1. 0.5 '0.3 0.2 AFFECT PREDICTED PERFORMANCE. PRIOR TO INSTALLATION, CRITICAL SITE INFORMATION (POLE LOCATIONS, ORIENTATION, c t MOUNTING HEIGHT, ETC.) SHOULD BE COORDINATED WITH THE CONTRACTOR AND/OR SPECIFIER RESPONSIBLE FOR THE a .0.0 '0 0 0.0 0.0 0.1 '0.1 4.9 '9.3 7.5 .4.7 WM4 '4.5 3.4_ 2.6 ''� '3.0 '3.9 '3.1 '1 1: '1.' .0.5 .0.3 0.2 PROJECT. cMH: 15 __ ..:S m El �,4 �` 7, • . 4. LUMINAIRE DATA IS TESTED TO INDUSTRY STANDARDS UNDER LABORATORY CONDITIONS AND SUPPLIED BY OTHERS TO :50 -4 0 L. 4 y 0.0 0.0 0.0 '0.0 '0.1 0.1 0.- •>5a6 5.6 '3.9 :.7 .9 'S.5 3.2 2.7 C 5 ':.9 '0.5 0.3 0.21,(0- i . LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMINAIRE •0 cm 0 �T, VEEY.M/�RKET+HO *..Fc2.LLC ++ - - MAY AFFECT FIELD RESULTS. ON W\y. ' 0.0 0.0 D' t 0 0.1 0 1 • .6 3.8 2.9 7r. WM4 1.'4.7 '3.4 .6 / -1�•3 '•.9 0.5 0.3 '0.2 Er.4 Gti < 9 n n PARCEL it) 03200-00-00-C4500 m MN 15 // 5. CONFORMANCE TO FACILITY CODE AND OTHER LOCAL REQUIREMENTS IS THE RESPONSIBILITY OF THE OWNER AND/OR THE S 0.0 '0.0 D.0 '0.0 '0.0 0.0 0.1 " 5 2.5 2.2 'I � i ' v+ OWNER'S REPRESENTATIVE. y^ - 3" 1 6 •._ µ; E• l .4 2.5 3.3 2.4 '1. ). • 0.6 '0.3 '0.2 T." H iiii11116.111144411111 IA• 6. CHECK GRAPHIC SCALE. DOCUMENTS PRINTED OR PLOTTED FROM ELECTRONIC FILES MAY OCCUR AT OTHER THAN THE k 0.0 0.0 0.0 0.0 '0.0 0.0 0.0 �� 0 1� 51IA•3 ° 1 '3.4 '6.5 '4.6 '2f '1.• 0.5 0.3 '0.2 DESIRED OR ASSUMED GRAPHIC SCALES. IT ZS THE RESPONSIBILITY OF THE RECIPIENT TO VERIFY THAT THE PRINTED OR ° � MH: 15 ��, PLOTTED-TO-SCALE DRAWING ZS PRINTED TO SCALE. f o.D '0.0 0.0 '0.0 0.0 'o.l 0.2 ` Q11(1�. 3,1 � 4.4 'y.o EXISTING POLE 1 '0.5 0.3 0.2 Z _� �_ MH: 15 y 6 '0.0 0.0 0.0 *0.0 0.0 0.1 '0.3 • '- 1.3 '1.• .: 3.8 /1 . . '4.: '4.1 .4`T- .5 4.0 2(0 '0. *0.5 0.3 0.2 J in 8 .Ir•R4-HS- m I: '0.0 0.0 '0.0 0.0 .0.1 '0.1 .0.3 • 6 1 ' .0 '2.5 .2.9 2.9 .2.4 .1.9 ' ` 1.8 MN: 15 6.6 6 3 .4.6 ' .6 '3 0 ••.2 .2.1 '1:- 0 8 0.4 0.3 0.2 i° 0.0 '0.0 0.0 0.0 '0.1 '0.1 '0.3 0.• 0.7lin • -`i' .5.5 • .4.3 • • '2 1 ' .4 •. 0.5 0.3 .0.2 '0.2 Z C r 0.0 .0.0 .0.0 .0.0 0.1 0.1 0.2 .0. 0.3 '0.3 :: •a• •.• 0.6 8.5 '0 4 C.$ 0{5 .l.6 '.2 '4.7 '3.8 2.6 '1 7 .9 '0.6 'I 5 *0.3 '0.2 0.2 0.1 *liii V '0.0 0.0 0.0 '0.0 0.0 0.1 '0.1 .1 :0.1 0.2 0. 0.2 0.2 0.2 0.2 0.2 0.2 . 4 3.1 3.0' 2.9 1.', 3 '0.7 '0.4 • 3 0.2 '0.2 0.1 0.1 s '0.0 '0.0 '0.0 '0.0 '0.0 0.0 0.0 0.0 0.1 0 1 0.1 *0.1 0.1 0.1 0.1 0.1 '0.1 'C.' 1.0- ' =p •my J.6 '0.4 '0.3 OL 2 '0.2 0.1 0.1 0.1 ..1, .0.0 0.0 0.0 0,0 0.0 .0.0 t 0. '0. �d�1 fF' '7' '0: 0 i;�qh _ q�pg ,p�p p p 1 � �.20.�(,1 1 0.1 0 l '0.1 0.1 0.0 '�� W^O�Q`O'9�.0 '¢+tW.---a}. 1.1 dl d ,8.30: 03C' : 7iss f 0.0 0.0 0.0 0.0 0.0 o a "VD2 __ 0- , _ E-- ---f4 j,----2 cr t.'n- .o 1.0 0.0 0.0 0:6,4 0.Y o. 0.0 0. 10.3 '0.0 '0.0`"0:0' o.1 o.1 0-.1 0.2 0.1 .0.2 'o 2 0.1 "0.1 -*O.A430.fg,0.i'42(YY, T=.1 o f Cl)hfr 0 '0.0 0.0 0.0 '0.0 0.0 '0.0 '0.0 0.0 0.0 '0.0 '0.0 '0.0 00 '0.0 '0.0 0 0 0.0 0.(J 1 '0.1 0.1 '0.1 'O 1 'O.1 0.1 '0.1 '0.1 '0.1 0.1 0.0 '0.0 a a - a5�� 6 4 u i '0.0 0.0 0.0 0.0 '0.0 0.0 0.0 0.0 0.0 0.0 '0.0 '0.0 SRMIND fr O 7'J&4 J .o '0.0 0.0 0.1 '0.1 0.0 'o.o '0.0 0.0 '0.0 0.0 0.0 0.0 '0.0 0.0 Li i U.S. ROUTE 29 L.L1 a- .5 (VARIABLE WIDTH R/W) O 0 Us � _I% O W d 0 :P 2LeucY f. 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LLJ F� A ... r'.-.Q..r a_ LIJ s � I• a� — a s a ?&”:="" E g' forrrarwpr r«.,., ...._ RZR-WM3irnwr- 1.._ LL.I ',D el t . .... ..nn..r.--..P _�- _" SSW ...z-.........r. a te— 0 E=T NUM ER a CL-501 ' Gemr.Cn.O.21.2E2. 1) ..ex Pape el* Od21.MI W blos ElE.— -- •• •, UMW Or.can 2M1 an Mdr hos a- - co i i F I rZn N O 0 i I 5 cr I PLANT SCHEDULE 5 1 SHRUBS CITY BOTANICAL NAME COMMON NAME CONT HEIGHT REMARKS IG 10 Ilea glare lho reek' SNrnek F oIdkerry Hoy Call. 24'HT MIN. ���� _ _ T S4_17 30"W _104 43 F GROUND COVERS CITY BOTANICAL NAME COMMON NAME CANT SPACING REMARKS 'i —1- PA 58 PBBAstum Nopecook s'HNreln' Hameln F0oOSBl Gress f1 24.O.C. _ I 7 ittt b AN- I * ° to' Its cMPONE TREE CANOPY REQUIREMENT GLCLUT10N5-SEC.3z7.9.g H Er I._ - i j £ Required SF Caiulatbn Provided z< g • Requirement met by existing / I f II 101k of gross site size N/A a ration O w 11 Y _ EXISTING TREE TO AIN.TYP CM PORE ALBEMARLE COUNTY-ENTRANCE CORRIDOROV6gAY DKTMCTAND S�32.795 ; �a 'O. W * " I i. Location and Requirement Width(LF) LF Required Provided Q z SS — - �— — t 6S 1�.' —SS —4--. Norm Property line(same Parcel) - �_ g v---+' 4 q Interior-NO Setback Required N/A N/A N/A N/A ^` G'� 7 u rig--W__W W 4 -I\ yoY S41-17'30"W -4- 5341 „s'1•q West Property Une(same Parcel) N/A N/A N/A N/A � 'r °C j 'o� - Interior-NO Setback Required }hi x South Property Lines(Route 29-Seminole TniQ Large (1per 35 LE) `}+ £ .• ,F, Ws• 10'Landscape setback along toad.Large shags street tree(3.5" 2.3 Deciduous Tree by��inq vegetation £ Il I •�• • ^ CallOCw/interspersed ornamentals Ht.)&Shrubs SOC. 30 114 uvemenrmetr etanon s<€ e If a •:• -� 22.8 Shrubs(1 per 5 LF) LL I I4 1- -.` '•j q '�4 I Fast Property Lines(Same Parnell N/A N/A N/A N/A 00 n £ I[_ - 1 Interior-No Setback Required %— 3 i £ --r f' - ttII ® �isI CHIPOTIE PARKING IMW/DSCAPE REQUIREMENT-ENTRANCE COMtlDOROVERAY ANOSEC.3L796a o r ` Required SF Required Trees Cdulallon Provided c' o e I / PA 1 �{.� I Tree for every 10 parking spaces Requirement met by existing 14. c £ 'ee a 4. >% _ - v �^ \ 5%of Parking paved area. provided N/A vegetation 401,TH Op 1115 II - D `e' NEW MARKET-HCLLYMET{O LLC ex 4 "s PROPOSED 12.sts sF hA5 -_ / \Sg NOTES: O} MVIA .k C. y D B 5125 PC, 20 GI I WOTLE \ 1 LANDSCAPE CALCI ATKINS FOR THIS SATE HAVE BEEN CALCULATED BASED ON THE ORIGINAL SITE PLAN FOR TIE ENTIRE PARCEL ELIZA GRACE FE.WAG PARCEL ID 03200-00- 043GC 4 'P� O 2. ALL REQUIREMENTS HAVE BEEN MET BY EXISTING VEGETATION cg MACHEK s o it, d3 \ '-, 0 10— z �.... Lac No.Doteez 3. ARCHITECTURAL REVIEW BOARD DESIGN GUIDELINES-SPECIFICS + • .i. I e 1�/,�:.;.i;-Jai a E I ® Q 1 / co 3.1. LNIDSCAPING OF BUILDINGS AND OTHER STRUCTURES:SHRUBS SHOULD BE USED TO INTEGRATE THE SITE,BUILDINGS.AND OTHER y,,{� \ 4 -_ It: STRUCTURES,DUMPSTERS.ACCESSORY BUILDINGS AND STRUCTURES"DRIVE THRVWINDOWS,SERVICE AREAS;AND SIGNS.SHRUBS "q� a € H ye 42 F SHOULD MEASURE AT LEAST IA PeDAES N HEIGHT "C :�� �aT ' 4 :. ` .akka b1ENTINEDED BETn. �l k g "' , ItmETJ[iE,YP / ® GENERAL LANDSCAPING NOTES ; w c I j .. '•"�II.RIVER ROCK T'P- rA NM f2 j)C3 N C <a € 4 © .. ,,' REFER ® NE CORNERW O O T • 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLONANG THE ISSUANCE OF TIE N V. 13 •• __ OF D I} O ® EIEV=542 74 FIRST CFRTFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT Kest W V r -` a �'•ii.x..!_s=! TARGET. CORPORATION J <iI < > 'a c I ® 11 I 2. ALL LANDSCAPING MO SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER 4 PT G tV a a / - D R 2896 PG 171 „ c . r —. -.-_. / I`OP�54255 m PARCELOR A PROPERTY OWNERS ASSOCIATION.REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED <1'"1 • u ID 03200 00-00 04380. x a : t g 4!` I_i / . IIINV.-236 75 LANDSCAPE PLAN. Y i H a' 3. ALL SIZE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,AND BE MAINTAINED AT,MATURE T c a H I{0 HEIGHT THE TOPPING OF TREES IS PROHI AN D BITED.SHRUBS TREES SHALL BE PRUNED MINIMALLY AND ONLY �- —I y 'caw.' 11 'l3jti/ 110. I TO SUPPORT THE OVERALL HEALTH CF THE PLANT S Ik _ gil II I 4. BOTH PROPOSED AND DOSING LANDSCAPING PLANTS AND TREES ADJACENT TO SITE DISTANCE TRIANGLE i Y NEED TO BE MAINTAINED BETVEEN 2 AND 7 FEED ABOVE GROUND AS CLEAR ZONE. I.. �_ � It 5. SEE SHEET CP-501 FOR PLANTING NOTES AND DETAILS RIP-RAP _`^^M•-l.w.-v. - .w-"'"-.-...-.-ev-v,..w� 9 "���I11"' Ll- aa���, 700,53962(TY.) "! .. .i IN - 53585 ,,,,..."_...n-1 t. - _-...._.. I�53590 —OH£ Q p �1�t�, -- eeees% Sv "� - -° _ - --OHEr_ �OHE-4389' .ri c- --.--��-- -- --"�'{-'lJ- 540 21 51'W 114 56' 542135.23 W e4 e5' % S42715 23"4Y-0 0 S40'04 16'W -- 255 95 12 Pry _ _3S1RCP — _ A,C., • SEMINOLE TRAIL SwaMORVER TDP sz61B Q gi 5 U.S. ROUTE 29 OF C" T(Y-516i 2 I INV N--=521<5 i (VARIABLE WIDTH R/W) ' -526<4 r'=52a._O IIINV aT52130 ...1IFP a Is 8E II 11- CO x Iln I-=- II Ct <t T6P.526 2e W'L-520 43 I I 2/ y�,f GRAPHIC SCALE IN FEET 0 0 0 ° °y I „ I LL tea. Ow fY U La .a_ Q V M is W m Z a „ S�E_T NVAi�ER CP-101 c 5- m 8▪ GENERAL NOTES D.Sho.dded Hardwood Much 1. 100%organic shredded first year hardwood free of deleterious matter.rock,gravel and weed seed. i 1 Plants shah be healthy,vgoroua nrrair,free of pests and diseases and are subject to approvaurelection Neutral Pb balance 5 5 7 5 0 Ti of the Landscape Architect poor to.duty and Ater installation. 2 Contractor shall identify all matenals al growing oration prior to purchase and submit digital photographs. E.Composted Pine Bark Fines and Baud rsl to the LaMscape Architect for approval at a mnxraamt o1 six(6)calendar weeks prior to 1 100%orgatuc ground pine bark with no parbae dimension greater than'/.-itch and no greater than 10% I tstlwBon.Plants not approved stall be resourced and resubmitted wood content i' 3.Planting beds and individual tree ptamrgs shall be mulched continuously as speared q 4.Prior lo construction the contractor shall be responsible for locating underground cares and execute work F.Compost Ph • m a manner that avoids cartage to ukabes dukg the course of work. Carrtrador shwa be respoesilae nr 1 Balanced 5 0-8.5 mature stable and weed free produced by natural aerobic decomposition. Free of h, remedy of any damage to Lathes.structures.Otte appurtenances that occur as a result of landscape visible contaminants arm toxic substances Not greater than 5%sand.sill,day or rode by dry weight SET S1fa 1H OIROOT GRADE OR UP B retard work Consistent wen US-EPA CFR Title 40 Part 503 Standards for Class A beseech TO 1A DEPTH OF ROOT BALL N _ 5.Contractor i5 responsible for verdyng quwheDes shown on documents Field adjustments snail be T SHREDDED HAROND0014ACH OR approved by Landscape Architect prior to Installation.Quantities indicated on drawings are lor reference-a G.Compost Testing APPROVED EQUAL Fh ys the Contractor's responsibility to ensure lid coverage of plants at the indicated spacing. 1. Prior to delivery co-site the following Items are required for approval by Owner: Feedstock percentage et , W 5 8 Contractor is responsible for maintenance of all plantings including.hue not limited to watering.mowing, final corrpost product; statement that the products meets federal. state and local health safety _ kWtE(3)-1•CUTS N SDES OF THE e edging,spraying,mulching,feraki g,of plantings and turf areas for one(1)calendar year boon date of Oquienel its - T mulching, ROOTBALL Tit certificate of occupancy Contractors res ponsible d e for warranty all plant material lax d period one(1) 2 Provide copy of lab an dysis less than 120 calendar days old verifying that the product meets described l - calendar year from dated certificate et occupancy Warranty replacement planting shall meet or exceed physical requirements; chemkal Corvamnats; Pe: physical Cenaminens', biological wnlariwtanis PURRING SOIL MLX PER PANTNG SPECIFICATIONS ,; the otginal speaficaaon identified on drawings Replacement planting shall emend the same warranty as (including a statement that fecal carom and salmonella lesirg and resins comply with requirements of originally Installed materials. Plantings and grass areas shall be flourishing and fully thriving at end of the US Composting Council Seal of Testing approval programs UNDISTURBED SOIL PEDESTAL 9 warranty S period. A00FS • 7.Plants identified for replacement by Owner.Landscape Noblest shall be replaced Immediately by the H.Planting Mix Il{ I NOTE'SHRUBSINSTALLED N OR LARGE Contractor unless otherwise agreed upon Planfrogs(frees throbs,gr°undcover)subject to replacement 1 85%topsoil and 15%Compost BED SHALL BE PLACED N ONE 6 • by warranty shaft exhibit charactens0cs of 30%dead-per individual plant.non-contnbullrg or disease CONTINt10US DEPTH BED z e compromised. Grass areas sortable tor acceptance shall demonstrate 85%sustained/consistent and I.Fertilizercontinuous,denselyestablished coverage. 1 Granular 10%nitrogen.6%Phosphorous 4%Potassium granular form with 50%Nitrogen in organic form. SHRUB PLANTING h Contractor shall perform a sae review at err of warranty period and provide the Owner w1m written Product and Material Safety Data as approved by Owner O gi documentation of the site including plant health,warranty replacement items,and conditions that may be NOT TO SCALE H influencing plant health Contractor shall remove hodplants and site,all stake and material at J.Herbicide^9 p staking guying Ina j< ,•4 err of warranty period. 1 Product and Material Safety Data as approved by Owner =� „ 8 Contractor shall comply with all lonxlt state and federal requuements.codes and regulations related to the ili N.WaterO y work undertaken 9.Al mateenal Including planting operation appurtenances shall be of domestic wainmanufacture and 1 Potable only unless nthernise approved by Owner i 3 <C sourced within 1 D0 miles of the project sae LOCALLY SOURCED RNER ROUDFD. i d a`g �' 10.Contractor is respehnsible tor coordeoatlon among trades operating on sobs Coordination and d necessary L Hardwood Stake ' �PNER T Mk1CSANv OAa:H5l0N TONDCOBBLES gig EDGING :,A e u CO resulting modifications to schedules are responsibility of the Contractor 1 2 x 2 x 48 inch square o/sound hardwood.panted nal black on all aides CURB AND GUTTER SOD /\ ; ma <ct R�- PERFORMANCE SPECIFICATION M-rise Ties '� ,, 1 Villa Non-Abrasive Rubber Tree Ties or approved equal I.PLANTS ! : ��' " ,e. A.General Pt Filter Fabric i��/%ie�/a. /Ioe�A%V e• 1- -I Pg e�ate/ a/A�a��� FLIER 9C x o 1 Mime 140-N or approved equal i`� 'a•�•�zas O 1 i� +4 r• r g5€j ,- d I Live healthy plants free of dead branches and parts r I OOISHVED BUd1ADE 'u 7 x{ s 2.Free of disease insect.injury and damage O.Steo Edging IFL i-III-I H I- I I MIIMII 5 <C 3.Unbroken.intact dense and sold rootballs and containers.without cracks.flat sides or previousy repaired 1 1/B,inch x Iced,in lull sewons. Ryerson,Tenet or approved equal with integral stakes No open I i - I - R.3 damage. comers.Corners shall be formed and hued to compliant angle or welded dosed ' ' I ' ectori o 1 . ▪ 4.Free of girdling roots or rootbourhdtordirg container conditions - 5.Plants of consistent n growth habit and healthy character P.River Stone NOTE ■_ O T S.Free of compromising growth condltlms such as weak crotch connections,tossed branches,snags and 1 Locally sauced.river rounded urn/aceted river slaelcowles. 1 •CQQR ANO TEXIIAE IO BE APPROVED BY OYAER PRpR Tl1 PIIRCFN6E sears 2 Size shall not exceed 3 total inches in any dimension. 2 ALTERNATE SETTING BED PRIOR APPROVAL BY OWNER REQUIRED • 7 Point of origin growing location within 100 moles of project site 3.Color and texture approved by Owner • SET STONES iN 2-CONCRETE SLAG. 8.Graded.standards.caliper.sizes and stock consistent with ANSI Z60.1,American Standard for Nursery 4 •When placed n concrete or mortar setting bed.tamp to secure and brush clear joints. • CO NOT CODER MORE THAN 25%OF THE STONES Stock most current edition -`▪ -, 9.Species dentified consistent reel hiatus Thad:_Concise DIkzbonay of Plants CuWated m the United 5.Concrete a ma'am as approved by owner. RIVER STONE `,1.rH Dp c Ili.Execution 2 .�, p Cllaractensiro,Culture,Propagation and Uses.most a current Woodyon Plants:Their k1erM"6canori,Ornamental O{. �ta�� sP 10. All disturbed areas shall be grass seed unless otherwise identified on landscape plans I Insits Conditions it•rn�1-Gt a t Inspect sae and moldy Owner n writing of acceptance oar inbration that project...turns are acceptable C B.Trws: are suitable to proceed with work Notify Owner of any existing damage and/or other conflicting conditions. ZA GRACE �- h i 2.Do not proceed oath work raid unsatisfactory conditions have been satisfactory retied!. Nobly Oearnr Lio.Nn 001882 tom) MACHEK V. i 1 Decidue os Single Trunk of acceptance prior to coon encernent of work. y Rd F straight and dent with consistesymmetricalistesymmetrical natural branching pattern throughout ghhoul 3.Notify Owner in writing of any cortdtmns That may preclude successful comet..of work inducting items Vs, f.` r +h D.Branching Height-sever(7)feel to lowest branch in two years unless otherwise required by local 3. as orrination with other trades.incomplete plete work drainage.soil temperature and/or composition. ,�(F co t o junsdktion access Io stdamageagelwork areas.damage to cumitbns,etc. (ors 4 c 4 Notify Owner in writing immediately of any items that may influence work schedule,liming of tasks. E 2.Deciduous Mom-Trunk matenals delivery and/or instaaaaon and warranty responsibilities. c a a.Full and upright with straight consislem syernetncal natural branching pattern throughout 5.Coordinate and cooperate with other trades working m and adjacent to work areas. Euamne drawings of r c J 04 C r In W b.Caches evenly spaced and of sirmilar growth habit u t c-Free of suckers air extraneous branching work byiraoth coach snow deveklpmenl of the entire praed and becorre familiar with the scope ot required w O 0 r workothers. tie tr aa0 N kl\rr ih k. 'a - C 3.Evergreen Single-Trunk B.Planting Seasons D'in G'' j a I a.Full and upright with continuous symmetrical dense natural habit <_M Recomrterand seasons area general game based on historicalvro climatic data ands Due to performance of i D Clear branching height twelve(12)inches above top of rwrball plantings.and which nary dependent on prayed-specific environmental conditions Due to construction x.- O g Mgt c.Free of suckers and extraneous branching schedules recommended planting seasons may/may not coincidewith request(s)for certificate o/ �+ 3 rf d Do not shear or otherwise pone to shape plantings ocpanry for projects Coordrhaim on n of planting installation and seasons shall be reviewed oath Owner 7 C.Evergreen and Deciduous Shrubs on.an individual pro)ecl basis >e 1 Fuil,dense and naturally symmetrical. 1. Deciduous and Evergreen Tree u,k 2.Consistent with container ands balled and bodapped sae a.Do not install/plant the knowing trees between Sepknber 15 and March 15 w < 3 Free of suckers and extraneous branching 1 Oaks(Ouerads Sp..Such as O.nbra.0.aloe.O.prlelo',O.cocarlea) mx e 1.Do not shear or otherwise prone or shape plantings 2 Dogwood(Comas Sp.) I cn - 3 3.Sweetgum(Llqudambar Sp.I F °S 4 Al Conifers and Evergreens except White Pine(Puns strobes Sp.) O - D.Eveegren and Deciduous Groundcover 2. Deciduous and Evergreen Shrubs 1 Full and dense in pots or flats a.Install/plant between March 15 and June 15 and/or September 15 and November 30 W UJ a • E.PerenPePerennialsand Seasonal Color 3. Perennials 1 Full and dense in pots or flats a Install/plant between March 15 and June 15 and/or September 15 and November 30 NI i F.Turf Grass Q 0 1.Subgrade 4. Spring Flowering Bulbs "v £ a.Soil Mix-10%Compost,90%topsoil by volume a Inslallfplanl between September 13 and December 15 rU Yb.Preparation-loosen subgrade to a minimum depth of four(4)inches Remove all non-natural materials 6. Seasonal Annuals "' Z Including litter,stores.sticks and all items greater than'''h Inch in any dimension a Install/plant in season per approved schedule o i c.Preparation-spread soil mix at a depth of four(4)inches continuously to meet grade elevations shove a Q a on drawings.Allow for thickness of sod when applicable 6. Turf Grass z T.'i 2.Grass Sod a.InslalLWant between March 15 and May 15 armor September 15 and November 30 t a.Install not longer than twenty-far(24)hours from harvest D. Do not irstaleplant seed or sod turf grass areas when ambient air temperature s below forty(40) Cdegrees Fahrenheit.or forecast for a twelve(12)Maur period after Completion Ofwork J b.Grass bed not less than two(2)inches in continuous thickness c.100%continuous live sod coverage alter first growing season and at end of warranty period. -▪£ 7. No Plant Installtsluf plantings E tl.i uniform non-varyingninstallation density and continuous texture quality capable of growth and development a Do not install planti by Owner Kimmediately upon erstailalion Weed and noxious Wail free rigs or turf grass between June 15 and September t 5.without approval o t e-Stagger installation rows and place aligned parallel to contoursv, / f.Fill joints solidly with planting bed preparation sal I Posltloning 3 Location of Pantinga w g.Provide anchor pins at twentymax n Ih(241 es on venter for slopes greater than 4 t 1 Position plants aoi shon the most-prominent and well-fomtd face to most-public view < B 2 Field locate plants and khcalo n rx nispanngtdimensn of planting beds on project site prior to begmrg F-- 5 i - installation o-- 3-Grass geed 3 Verifylocation of individual plants and plant beds prior to beginning installation Do not proceed without aCt .Mix approved by the Landscape Architect Owner approval W Y b.Provide first and new of year seed crops In nix tree of weed seeds and deleterious matter a c Provide seed ink not greater than 15%annual or perennial rye LU D.Impbmenration d.Coverage 85%continuous coverage live stand alter first growing season and at end of warrant' J 0 n.Replacement or overseedirg mixes consistent with original application/instaflanee 1 Pursue work continuously without delay or ehterruphon until completon unless notified otherwise by Owner N .. f Provde erosion blankets or over slope retention methods as noted on drawings 2.Provide project submittals ahead of commencement reote of work Landscape Arcresponse e10 requires a minimum of I. 0LL lot.. ten(10)working days from date of receipt for review of submittals and rpons to Owner and Contractor a 2 Plan accordingly for procurement of materials O W 4 II.Materials and Appurtenances 3 Continuously update implementation schedule and roliy Dena-of progress Delays related to material Q 1_ o„ A.Taatifl9 availability are not cause for nun-completion of scheduled delivery of work - Y • 1 Materials testing InlormatloNCecurrentficatesldated labels snail be current to the project and pedmh dedlterahed 4 Report delays due to weather or sae condtbons immediately upon finding. Provide msmm ooerdatlon for ara previousW W Q not greater than 120 calendar days from current date of submittal for review remedy of schedule delays.Do not work.place or moody frozen soil = • Y ye vy.h 5 Report delays due to extraordinary natural a other condemns beyond control of Contractor U a j B.Top Solt 5 I Neutral Ph balance 5.5.7 5 Friable arm containing 2 0.5.0%organic matter by dry weeht.Continuously E Clean Up Q U free of non-soil items such as stones,debris.sticks.(rash.and deielerrous matter greater Than'/,men in1 Remove trash.debris and work materials from sore prior to request hr substantial completion Thoroughly any direction. Clay content shall not exceed 25%Gravel content shall not exceed 10%. SIR shall not dean surfaces impacted by work xxridig building,parking are..roadways,sidewalks signs lights,site un J ' exceed 25% furnishings.etc. < CC u C.O.o1 Existing Topsoil 2 Repair any damage to existing condtions that occurred dunrg execution of work. F R 1 FJ(Ibtimg topsoil on-sae may be repurposed with purr Owner approval. Contractor shall provide soli testing 3 All door-up and demobilization procedures shall be performed tomn of itN Omhe,and Landscape W �I and additive program that demonstrates consistent performance and characteristics and composition as Archorea u+< 1 fi renafied herein.Owner shall approve sod testing and soil amendmenbladdMe methods and procedures Z < n E a u SHEET NUM3 R s; CP-501