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HomeMy WebLinkAboutSDP201600055 Letter of Revision 3 Plan Revisions Plan - Submittal (First) 2020-04-10I \ a SITE DATA }�$�yTB OF �j� LETTER OF REVISION #30*0 � U N� IN RIVERBED OR Dustin E. Greene ; �� °,V SDP201600055 o� N Q g za CHARLOTIESVILIE VA 22911 A�Or 55833 , r 1 CL 2 (� Ir FINAL SITE PLAN FOR ZONAL*�O LEGAL REFERENCE 3 SOURCE OF MILE DEED BOOK 2880 R PAGE NUMBER 231 �o C° o�wz � t SIZE AREA: 4.81 AC O Cl > Q ° 4 2 cn g MAMMAL DISTRICT* IIICOUNTY OF ALBEMIARIE MONS NE CENTER W SOURCE OF BOUNDARY SURVEY DOMINION ENGINEERING 03/21/2018 v ? ¢ N LOADING REQUIRMENTS O a � SOURCE OF TOPOGRAPHY: DOMINION SURVEY BY ENGINEERING 03/21/18. VERTICAL DATUM NAVD 88 THE AREA SHOWN HEREON IS LOCATED IN ZONE •X• AND DOES NOT FALL MITI4N FLOOD HAZARD ZONE •A• FORA (1) SPACE FOR FIRST 8,000 SF AND (1) FOR EACH 100 YEAR FLOOD AS SHOWN E F ERF YAP NO 5A PORTION THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS ADDITIONAL 20,000 �. TM 78, PARCEL I1 NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. CO 0 4 � � Q M � O W o FOR 45,000 SF, 3 LOADING SPACES ARE REQUIRED. xv v y O; Cr Q SOUTIHFORK RIVAMU (BELOW RESERVOIR) 3 LOADING SPACES PROVIDED RIVANNA DISTRICT IMPERVIOUS AREA SUMMARY Q LL X U N TOP OF EXISTING SANITARY MANHOLE 'EX -A! ON NORTHEAST END OF SITE - 44a79' The Base survey mapping, layout, and �� W 1= PREDEVELOPED: n sh WATER SOURCE EX e• ACSA WATERLINE ALONG OLYMPIA DRIVE own P hown hereon except as noted o 2 W o r �/�/OPH NSPACE 209,534 SF 4.81 AC ALBEMARLE COUNTY,VIRGINIA in the revisions block, was performed 9) iIt SEWER SERVIM EX ACSA r SANITARY SEVER ON SITE POSTDEVELOPm: by Dominion Engineering & Design, LLC. Q W MAXIMUM BUILDING IIEUGHT 3T GRASS/DPENSPACE 90,742 W 2.27 AC w Z Q PBILIdHY 79tlItlGIHC BUILDINGS 25.715 SF 0.13 AC SIDEWALKS 5,715 SF 0.13 AC 0 CL /N�) P4 NO VARIANCES PARKING/ROADS 81.885 SF 1.88 AC SHEET INDEX BUILDING SETBACKS C1 ZONING 209,534 SF 4.81 AC SETBACK& C VALUES FOR MONSCANE CENTER F<k oR SP1 Cover Sheet FRONT, ADJACENT TO PUBLIC ROAD: ((2.54 AC = 0.9) + (2.27 AC = 0.3))/4.81 AC = 0.82 3 AILS REVISIONS BUILDING - W CHANGE OF PARKING - 10' TRIP GENERATION SUMMARY / Demo Plan DESIGN FIRM SIDE AND REAR ADJACENT 70 RESIDENTIAL- �� Layout APR. 26, 2018 _ � FROM IRE TRIP GENERATION MANUAL 7TH ED. Qp�� PARKING 0 ts:=In L.O.R. #1 ADJACENT TO COMMERCIAL CODE : 710 (GENERAL OFFICE BUILDING) �o�y BUILDING -NOE FLOOR AREA - 45•� GSF S z `� JUN. 13, 2018 REVISIONS PARKING - NONE ��A VPD: 4�1 3 ��P JUN. 29, 2018 SIDE AND REAR - NONE 11.01 TRIPSPER 1.000 GSF • 45 - 495 VPD 9s� SP8 Lighting Plan Cut Sheets L.O.R. #2 �F CURRENT USE. SP9 SanitarySewer Profiles E VACANT A.M. PEAK HOUR : (�, � JAN. 15, 2019 1.55 TRIPS PER 1,000 GSF = 45 - 70 VPD SP10 Storm Sewer Drainage Areas and Calculations REVISIONS PROPOSED USE: � o 1.49 TRIP PER 1R,000 GSF • 45 - 67 VPD �YMpiq SP1 1 Storm Sewer Profiles FE 9 aR SITE LOR #3 PARKINGREQUNBEHI7S SP12 Sight Distance and Waterline Profiles APR. 10, 2020 RICHMOND RD I SPICE PER 200 SF OF 80% GROSS FLOOR AREA SP 13 Details SUBDIVISION AREA BUILDING 1. I2,000 SF $P 14 Details BUILLoi� � 1 ODO SF 77-11A2 - 47,042 SF - 1.08 AC z SP15 ASCA Details TOTAL 44000 SF 77-11A3 - 98.169 SF - 2.25 AC � �O RjF o SP16 VDOT DI Exhibit 80% OF 45,000 SF - 38,000 SF / 200 SF - 180 SPACES REWRED 77-11A4 : 84.341 SF : 1.48 AC Q zs0 Z BOX OF 48 SPACES BUI DNGII - 48 SPACES PROVIDED - � � 77-11 - 209,534 SF - 4.81 AC Spy SQO TOTAL LAND DISTURBANCE IS 4.40 ACRES DATE T Ro 988E DInDILD 2 - 46 SPAM PROVIDED CRITICAL AREAS ti pqN FEB. 24, 2017 NPNS�N -� SF-84SPAMREd� THERE WILL BE DISTURBANCE OF MANAGED TEAS yPO TOTAL IMPERVIOUS AREA BOOXOFc3�4SF e ROVIDED SLOPES AS PART OF THIS DEVELOPMENT. D� THE MANAGED SLOPES ARE NOT PRE -DEVELOPED 0.24 AC 9 ON STREET PARKING ALONG OLYMPIA DRIVE ASSOCIATED WITH A WATER FEATURE AND POST -DEVELOPED 2.54 AC NOT NATURAL G 9 ON STREET PARKING ac VICINITY MAP SCALE: 1" = 600' FRONDED = 190 SPACES INCLUDING SCALE UIU71ES CONCRETE AND ASPHALT EROSION CONTROL k WORK AREA PR07ECI N AND MAINTENANCE EARTHWORK. DRAINAGE AND SITE CONDI7IONS AS SHOWN 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ANY 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADD17I NAL COST, TO 1. ALL FENCES REWIRED M BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED, STORED, BE NO GREATER THAN 2 1. REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. PROTECTED AND RE -INSTALLED BY CONTRACTOR AT THE DIRECTION OF AND LOCATION DESIGNATED BY 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES 2 ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS THE PROJECT MANAGER. IF SUGH FENCE MATERIAL CANNOT BE REUSED DUE TO DAMAGE CAUSED BY 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES AT SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. CONTRACTOR, CONTRACTOR SHALL INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL TEMPORARY COMPACTED TO 95% OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASHTO T-89 METHOD A.LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS FENCING REWIRED BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND DEPTH OF THE FILL 3 CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES UTILITY (1-BOD-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, IS ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED M THE PROJECT AREA UNLESS OTHERWISE FAHRENHEIT (F) IN THE SHADE AND RISING. POWER, PHONE AND CABLE CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES REMOVING ANY FENCE IN ORDER TO COORDINATE RELOCATION AND/OR PR07EC71ON OF ANY ANIMALS, INDICATED. LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR M DETERMINE THE METHOD OF 4.1/2 PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 3W INTERVALS ON AND TO ESTABLISH AND CONFIRM WITH THE OWNER THE PRE -CONSTRUCTION CONDITION OF ANY FENCE 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL COIiORM TO APPLICABLE LOCAL ORDINANCES AND PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, F THE METHOD OF PROTECTION IS NOT NEW SIDEWALK, CURB, CURB R GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF M BE REMOVED, DISTURBED OR REPLIED. VDOT ROAD R BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STALED WITHIN THE PLANS. OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF OOSTING UTILITIES IN HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS 2 CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY (FOLLOWING ISSUANCE OF VDOT ACCORDANCE WITH THE RESPECTIVE UTUTY'S RULES AND REGULATIONS ANY COST INCURRED FOR AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. ( 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE APPROVAL) AND ANY TEMPORARY OR PERMANENT EASEMENT (FOLLOWING VERIFICATION OF EXISTENCE REMOVING, RELOCATING OR PROTECTING U7IUTIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED 5. ALL EXISTING CURBS, CURB R GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN CUT 70 ENGINEER. OTHERWISE CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF THE NEAREST JOINT. OF EASEMENT) SHOWN ON THE PLANS HOWEVER, CONTRAC70R SHALL NOTIFY PROPERTY OWNER(S) 6. CONTRAC70R SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE FORTY-EIGHT (48) HOURS PRIOR 70 WORKING ON ANY PRIVATE PROPERTY 70 GAIN AND COORDINATE AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES < UTU11E8. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING SPECIFICATIONS REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR BULGE OR DISPLACE ACCESS AND M DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF LOESS TO BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH VDOT AND Z a FROM CONTRACTOR'S FAILURE M CONTACT AND COORDINATE WITH UTILITIES 7, IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE PERPENDICULAR 70 THE DIRECTION OF TRAFFIC. THE PROJECT MANAGER. CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH PROPERTY THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. Ljj j 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PR07ECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. OWNERS AND/OR THE PROJECT MANAGER MAY RESULT IN DELAYS ~ MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND 3. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY LL_ z Z AID/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATEPoAI. COLLECTED SHALL BE DISPOSED OF LLI Z ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE LAYER. OFF THE WORK SITE BY CONTRACTOR AT HIS EXPENSE W 0 Q DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR 4. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WAILS, WALKS, DRIVEWAYS, POLES, ACSA GENERAL WATER i SEWER CONDITIONS S D P201600055 LETTER OF REVISION # 3 wo U J 1: SETTLEMENT TO EXISTING UTIU7M ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE INDICATED M BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTAL A71ON DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY THIS LETTER OF REVISION SHOWS THE SUBSTANTIVE CHANGES OF THE FINAL SITE PLAN AS FOLLOWS: 1. WORK SHALL BE SUBJECT TO INSPECTION BY AIJEMARIE COUNTY SERVICE AUTHORITY (AGSM) U) 0- LU Q EQUAL TO THE UTIUTYS STANDARDS CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS cr LU Z w 4. CONTRACTOR SHALL NO7FY LANDOWNERS TENANTS AND THE PROJECT MANAGER PRIOR TO THE SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT AT THE START OF THE WORK. m Q INTERRUPTION OF ANY SERVICES SERVICE INTERRUPTIONS SHALL BE KEPT 70 A MINIMUM AND SHALL CONTRACTOR'S EXPENSE 1) A GENERATOR HAS BEEN ADDED TO THE PLANS FOR BUILDING 2. THE PLACEMENT OF THE GENERATOR DISPLACES SOME 5. CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUNED TO MEET THE W Q ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT _j U 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDINANCE CONTRACTOR SHALL PROVIDE LANDSCAPING SO WE HAVE UPDATED THE LANDSCAPE PLAN. NOTE THAT TOTAL NUMBERS HAVE NOT CHANGED BUT TREES 0 J THE NECESSARY DIVERSION DITCHES, DIKES OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR CONTRACTOR SHALL, ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS HAVE BEEN MOVED FROM GENERATOR PAD. DEBRIS FROM DING WASHED ONTO THE STREETS PROPERTY. SHALL BE U Q z N 6. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY Y• KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEP091ID ON STREETS. NO AREA SHALL BE LEFT 2) MECHANICAL EQUIPMENT HAS BEEN ADDED TO LANDSCAPING ISLANDS IN THE UPPER PARKING LOT OF BUILDING 2. THE PLACEMENT IN ON STREETS. O AREAS Z O o THE CONTRACTOR. CONTRACTOR SHALL KEEP A REDLINE" SET OF PLANS DOCUMENTING ALL SUCH 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS OF THE MECHANICAL EQUIPMENT DISPLACES SOME LANDSCAPING SO WE HAVE UPDATED THE LANDSCAPE PLAN. NOTE THAT TOTAL NUMBERS AS -BUILT REVISIONS < L.L C Z WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA HAVE NOT CHANGED BUT TREES HAVE BEEN MOVED FROM THE MECHANICAL EQUIPMENT. G Q DRAINAGE SYSTEMS4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. VEGETATION 3) THE ADA SPACE BEHIND BUILDING 2 HAS SHIFTED TO THE NORTHWEST CORNER OF THE UPPER PARKING LOT BEHIND BUILDING 2. 1. CONTRACTOR SHALL EXERCISE CAIRN, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 1. PRIOR TO REMOVING ANY VEGETATION, CONTRACTOR SHALL MEET NTH THE PROPERTY OWNERS AND THE 4) A FIRE LINE AND DOMESTIC LINE HAVE BEEN MOVED FROM THE NORTHEAST SIDE OF BUILDING 2 TO THE FRONT OF BUILDING 2. POSITIVE DRAINAGE ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR PROJECT MANAGER TO REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE 5) STAIRS HAVE BEEN ADDED TO THE FRONT OF BUILDING 1 LEADING DOWN TO THE SIDEWALK ALONG OLYMPIA DRIVE. THE LOWER SIDEWALK HAS 3 AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED VEGETATION REWIRED TO DO THE WORK. OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. FROM THE TOP OF PIPE, OVER THE CENIERUNE OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES, 2. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR BEEN UPDATED TO CONNECT WITH THE STAIRS, AND THE RETAINING WALL HAS BEEN EXTENDED FURTHER ALONG THE SIDEWALK. 2. CONTRACTOR SHALL MAINTAIN DOSING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND SERVICE LATERALS AND WATER LINES, ETC. CUT ONLY WITH THE APPROVAL OF THE PROJECT MANAGER. ANY TREES OR PLANTS WHICH ARE SHOWN 6) THE SIDEWALK ON THE WEST SIDE OF BUILDING 2 HAS BEEN MOVED AWAY FROM THE BUILDING TO FOLLOW THE EDGE OF THE ROAD. INJURY AND TO REMAIN THAT DO NOT 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. SUBCONTRACTORS, SHALL HBE REPAIRED OR REPLACED BYNTH THE WOW, 7ARE DAMAGED BY CONTRAC70R AT ADDITIONAL COST. COSTIS 7) THE SIDEWALK ON THE WEST SIDE OF BUILDING 3 HAS BEEN MOVED AWAY FROM THE BUILDING TO FOLLOW THE EDGE OF THE ROAD. FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL N ADEQUATE PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE 3. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE 3. CONTRACTOR SHAIl CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY 8) HVAC EQUIPMENT HAS BEEN ADDED TO THE WEST SIDE OF BUILDING 2. THE PLACEMENT OF THE EQUIPMENT DISPLACES SOME LANDSCAPING SO BEING BACKFlLLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL DURING A FUTURE EXTENSION OF THE LINE UPON COMPLETION OF WORK ON EACH SITE TOPSOIL, SEED, FERTILIZER AND MULCH SHALL BE PLACED WE HAVE UPDATED THE LANDSCAPE PLAN. NOTE THAT TOTAL NUMBERS HAVE NOT CHANGED BUT TREES HAVE BEEN MOVED FROM THIS AREA. COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED IN ACCORDANCE WITH ESC AUTHORITY STANDARDS ON ALL DISTURBED AREAS A PERMANENT STAND OF WITHOUT SUCH INSPECTION. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE 9 J HVAC EQUIPMENT HAS BEEN ADDED TO THE EAST SIDE OF BUILDING 2 AND TO THE WEST SIDE OF BUILDING 3. 4. ALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 101 CONTRAC70R SHALL BE RESPONSIBLE 70 COMPLY WITH THE NO -LEAD REGULATION REGARDING 4. THE ACT OF RESEEDING SHALL NOT QUALIFY AS STABILIZED'. THE CONTRACTOR SHALL BE 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BLL 3874 WHICH AMENDS THE SAFE DRINKING RESPONSIBLE TO ESTABLISH VEGETATION, NOT SIMPLY APPLY SEED AND MA7ERIAL3. FILE NUMBER PROJECT BIDDING,AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. WATER ACT). 6. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL SIGNATURE DATE 16.0023 PRIOR TO FINAL ACCEPTANCE 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE GENERAL NOTES MANUFACTURER'S SPECIFICATIONS 1. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. DEPARTMENT OF COMMUNITY DEVELOPMENT 8, ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR WALLS EXCEEDING 4 FM IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE ROUTED 2. ACCESSIBLE PARKING SPICES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE SHEET PATTERNS ARE ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. 3 ALBEMARLE COUNTY PLANNER 1 OF 16 '••■� _■�..iiiCirL�9.7■...riiGiG7CiC77C7CGiriiii..■i..■w77�Q7Gia91■1iY17�■A��JClSi7G�Git!■G�■■■i■■■_.1■ � r�c • 1 'Vi • � . �. - - ice(! � � a,, ' j 'L. rl �In 'ma wW�pjj- on ll/di '. erA\�/f'� r•.� +"'.•'_�ii� ice—� I ,..,. �� • • n... cl� �.,� D: (• rrr a .�. ►�. L' \� G�i �E�\ ..r .11� rr� _. r II i �r •• � ��� i�`�•i�/����� ••.. - t� � t//' ,ice �.�5� _►�- �� owFla efto : r\\ /■f �. \ �.1� • CE FAIN I Role,% a, PIE �• Ir �ijGN ' �C / � � / • _`` ' ml I. ,, � %�= �'�"dll[4T.",}I!' ' E-.. ; i � p '.� �ie �i; �I jII'�'ill� 1 ►�rn/lov.r,� : ' , 1 I\ (J \`• \'• i. ,.\\\ ■ / �: ` : , '•.�il"i. f � A�aii��� �' ' R�uriiil�'...''J•J� • r - '�� I �= • � .;,•,., , I . e \� �i j^� � marar rgo i � � ��� i ��. �.�. �iil � GV�// � it /• 004 W, 0 STEEP SLOPES : MANAGED F—= ADA PATH • 'i� 1,71.4 \ MECH. 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