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HomeMy WebLinkAboutSDP201800090 Plan - Submittal (First) Initial Site Plan 2018-12-14SITE DATA: TAX MAP PARCEL: 061 WO -01 -OA -00300 PARCEL AREA: 1.42 ACRES LIMITS OF DISTURBANCE: 1.35 ACRES ZONING: C-1 (COMMERCIAL DISTRICT), ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICTS: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: FIRST ORDER, LLC 4383 HECKTOWN ROAD BETHLEHEM, PA 18020 JACK W. SHOEMAKER, L.S. (610) 365-2907 JSHOEMAKER@FIRSTORDERLLC.NET MAY 24, 2018 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 (PER GPS OBSERVATIONS AND UTILIZING HTTPS://WWW.NGS.NOAA.GOV/OPUS/) UTILITIES: ASCA SANITARY AND WATER SERVICE. FIRE HYDRANTS: THERE IS ONE FIRE HYDRANT LOCATED AT THE EASTERN CORNER OF THE SITE AND. DRAINAGE DISTRICT: RIVANNA RIVER - MEADOW CREEK ZONING SITE REQUIREMENTS: SETBACKS FRONT: 10' SIDE AND REAR: N/A USE PRESENT: ABANDONED PARKING LOT PROPOSED: 6,816 SF COMMERCIAL/RETAIL BUILDING MAXIMUM ALLOWABLE BUILDING HEIGHT: 65' PROPOSED BUILDING HEIGHT: 21'-0" PARKING TOTAL EXISTING PARKING: 70 SPACES, 4 ADA TOTAL REQUIRED PARKING: 53 SPACES MIN. (3) ADA SPACES, (1) OF WHICH MUST BE A VAN SPACE GROSS FLOOR AREA (GFA) = 6,816 SF AUTOZONIE RETAIL SALES AREA = 80% OF GFA = 5,452.80 SF 1 SPACE 1100 SF RETAIL AREA (FOR FIRST 5,0001 SF) 5,000 SF X 1 SPACE / 100 SF = 50 SPACES 1 SPACE 1200 SF RETAIL AREA (ABOVE 5,000 SF)) 452.80 SF X 1 SPACE 1200 SF = 3 SPACES TOTAL PROPOSED PARKING: 73 SPACES, 3 ADA COMPLIANT, 2 OF WHICH ARE VAN ACCESSIBLE IMPERVIOUS AREA (WITHIN PROJECT LIMITS) EXISTING IMPERVIOUS AREA: 0.87 ACRES TOTAL POST DEVELOPED IMPERVIOUS AREA: 1.07 ACRES VEHICLE TRIP GENERATION FROM ITE TRIP GENERATION MANUAL 10TH EDITION USE: AUTOMOBILE PARTS SALES (843) AVERAGE RATE = 55.34 TRIPS PER 1000 SF GFA 6,816 SF GFA X 55.34 TRIPS 11000 SF = 378 TRIPS/DAY DIRECTIONAL DISTRIBUTION: 50% ENTERING, 50% EXITING UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): RETAIL: 250 GPD/1,000 SF = 6,816 SF X 250 GPD/1,000 SF = 1,704 GPD TOTAL GPD = 1,704 GPD AVERAGE HOUR: 1,704 124 = 71 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 71 X 3 = 213 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 213 X 2 = 426 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) RETAIL: 6,816 SF X (250 GPD PER 1,000 SF) =1,704 GPD TOTAL: 1,704 GPD L 0 14 001141 q 11 INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA 12/14/2018 VICINITY MAP SCALE: 1" = 1000' OWNER: UNIVERSITY OF VIRGINIA FOUNDATION PO BOX 400218 CHARLOTTESVILLE, VA 22904-4218 TELEPHONE: (434) 982-4848 AUTOZONE, INC. 123 SOUTH FRONT ST MEMPHIS, TN 38103 CONTACT: KEVIN MURPHY TELEPHONE: (901) 495-7625 EMAIL: KEVIN.MURPHY@AUTOZONE.COM TIMMONS GROUP 608 PRESTON AVE SUITE 200 CHARLOTTESVILLE, VA 22902 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: (434) 327-1690 EMAIL: CLINT.SHIFFLETT@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER CO.1 SITE PLAN NOTES C0.2 EXISTING CONDITIONS C1.0 SITE LAYOUT C1.A SITE DETAILS C1.B SITE DETAILS CIA GRADING AND DRAINAGE PLAN C1.2 UTILITY PLAN C1.3 CONCEPTUAL STORMWATER MANAGEMENT PLAN D1.0 DEMOLITION PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS TOTAL= 12 SHEETS SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGIINEERING INSPECTIONS ARCIHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE Ln 0 S 0 w > w Q U) DATE `) 12/14/2018 0 } DRAWN BY A. FONTAINE Ln E A. FONTAINE " o cv U CHECKED BY M . SCALE ry N/A > E — E Lu = c E LU U 0 L LU U - 0 w w O QQ 0 L I— c7 za�C° U �0 (Q Ul Uj ® �Ln L kD F o � H a o w a �o ry, �00 C3 .j O w Ln 0 S 0 w > w Q U) DATE `) 12/14/2018 0 } DRAWN BY A. FONTAINE .N Uj _ C > v 2 N ° Q _ L Uj o U) s <C o 0 C > g r D0u� O o LU E5 \j < U��/ L 0 LU � o m o� c� LU<C °' z a, o o� 0 o N N N a o c 0 Z OU) �Q D 0 �v �w 0 0 0 Q� o '� m C �N m o LN (6 0 N 0 C O E� U @ o - � C U JOB NO. Om c cn ._ � U 42231 U SHEET /NCO. � o ®, Q a L m DESIGNED BY A. FONTAINE CHECKED BY C. SHIFFLETT . SCALE . N/A .N Uj _ C > v 2 N ° Q _ L Uj o U) s <C o 0 C > g r D0u� O o LU E5 \j < U��/ L 0 LU � o m o� c� LU<C °' z a, o o� 0 o N N N a o c 0 Z OU) �Q D 0 �v �w 0 0 0 Q� o '� m C �N m o LN (6 0 N 0 C O E� U @ o - � C U JOB NO. Om c cn ._ � U 42231 U SHEET /NCO. � o ®, Q a L m GENERAL DOTES: UTILITIES 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE. 2. THE CONTRACT DOCUMENTS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION IOF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION, CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS, WATER, SEWER, POWER, PHONE AND CABLE. CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED, OR TO DETERMIINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICINITY OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITY'S RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE, CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRAIDE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM. 5. ALL RECTANGULAR WATER METER BOXES LOCATED IN SIDEWALKS SHALL BE REPLACED WITH ROUND ONES. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. 6. THE CONTRACTOR SHALL NOTIFY THE CITY UTILITIES DIVISION AT LEAST TWO FULL WORKING DAYS IN ADVANCE TO ARRANGE GAS SERVICE LINE ADJUSTMENTS TO BE PERFORMED BY THE CITY. 7. ALL WATER METER, VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE COORDINATED OR PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY OF CHARLOTTESVILLE PUBLIC WORKS REQUIREMENTS. EROSION CONTROL & WORK AREA PROTECTION AND MAINTENANCE 1. ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED, STORED, PROTECTED AND RE -INSTALLED BY CONTRACTOR. IF SUCH FENCE MATERIAL CANNOT BE REUSED DUE TO DAMAGE CAUSED BY CONTRACTOR, CONTRACTOR SHALL INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL. TEMPORARY FENCING REQUIRED BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR IS ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF REMOVING ANY FENCE IN ORDER TO COORDINATE RELOCATION AND TO ESTABLISH AND CONFIRM WITH THE OWNER THE PRE -CONSTRUCTION CONDITION OF ANY FENCE TO BE REMOVED, DISTURBED OR REPLACED. 2. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS. 3. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 4. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. 5, CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE REQUIREMENTS AND INTENT OF THE CITY EROSION CONTROL ORDINANCE, CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS. 6. CONTRACTOR SHALL CLEAN UP, RESTORE, PERMANENTLY SEED AND MAINTAIN ALL DISTURBED ARIEAS IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL, SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH CITY STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. 7, AS DETERMINED BY THE ENGINEER, ANY DEFECTIVE, FAULTY, CRACKED, BROKEN OR GRAFFITIED SIDEWALKS, DRIVEWAYS, HANDICAP RAMPS OR CURB & GUTTER SHALL BE REMOVED AND REPLACED PRIOR TO FINAL ACCEPTANCE. NO ADDITIONAL PAYMENT WILL BE MADE FOR SUCH WORK. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO REQUESTS FROM THE CITY'S E&S INSPECTOR TO ADD OR MODIFY E&S MEASURES DURING CONSTRUCTION. EARTHWORK AND SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOIPES OR BE NO GREATER THAN 2;1. 2, NO NEW SIDEWALK SHALL EXCEED 2.0% CROSS -SLOPE (PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAFFIC). 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. ALL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO THE CITY OF CHARLOTTESVILLE ENGINEERING DIVISION STANDARDS AND ALL OTHER APPLICABLE CITY ORDINANCES. 5, ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK, AND IMMEDIATELY NOTIFY THE ENGINEER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. CONCRETE AND ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE ENGINEERING INSPECTOR BEFORE ANY CONCRETE IS PLACED. THE ENGINEER INSPECTOR MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH CITY STANDARDS. 5. 1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 6. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. L_ 7. DRIVEWAY ADJUSTMENTS ARE TO BE DONE IN GENTLE TRANSITIONS RATHER THAN ABRUPT BREAKS AT THE BACK OF WALKS, GRAVEL DRIVEWAYS ABOVE STREET GRADE SHALL BE PAVED FOR A MINIMUM DISTANCE OF 20' BEYOND THE BACK OF THE SIDEWALK OR CURB & GUTTER APRON WHERE APPLICABLE. 8. EXISTING ASPHALT PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT, EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 9. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. DRAINAGE 1. CONTRACTOR SHALL EXERCISE CARE, ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE POSITIVE DRAINAGE. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND 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 ENGINEERING INSPECTOR BEFORE BEING BACKFILLED OR BURIED. THE ENGINEERING INSPECTOR MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH INSPECTION. 4. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR AND IF NOT SALVAGED FOR RE -USE, SHALL BE DISPOSED OF LAWFULLY. 5. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR TO FINAL ACCEPTANCE. 6. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 7. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT TIED INTO EXISTING PIPE SHALL BE TIED INTO NEW PIPE. ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED, EXTENDED OR OTHERWISE CONNECTED TO THE NEW WORK USING MATERIALS APPROVED BY THE ENGINEERING INSPECTOR, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE ACCEPTABLE TO ENGINEER. 1. PRIOR TO REMOVING ANY VEGETATION, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE ENGINEER TO REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE VEGETATION REQUIRED TO DO THE WORK. 2. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. TRAFFIC AND SIGNAGE 1. ALL TEMPORARY NO PARKING REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE TRAFFIC ENGINEER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. EXCEPT AS APPROVED IN ADVANCE IN WRITING BY THE ENGINEER, TWO WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES THROUGH WORK AREAS WITHIN THE PUBLIC RIGHT-OF-WAY. THESE TRAFFIC CONTROLS SHALL BE IN ACCORDANCE WITH THE MOST CURRENT MUTCD MANUAL. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. ADDITIONALLY CONTRACTOR SHALL PROVIDE ADEQUATE PEDESTRIAN BARRIERS AND MAINTAIN PEDESTRIAN CIRCULATION DURING CONSTRUCTION. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE CITY TRAFFIC DIVISION ONE FULL WORKING DAY PRIOR TO ANY CONCRETE POUR WHERE TRAFFIC AND STREET SIGNS ARE TO BE REPLACED. UPON SUCH NOTIFICATION, THE CITY WILL PROVIDE SIGN POST SLEEVES, WHEN NEEDED, AND IDENTIFY THE LOCATION WHERE SIGNS ARE TO BE PLACED. 8. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL BE SHOWN ON PLANS AND SHALL BE CONSISTENT WITH THE MUTCD. 9. A TEMPORARY STREET CLOSURE PERMIT IS REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING PACES, AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE CITY TRAFFIC ENGINEER. MISCELLANEOUS 1, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, LOCAL, STATE, AND FEDERAL POLICIES. CONTACT FOR CITY STREET/SIDEWALK CUT PERMITS, PLEASE CALL (434) 970-3361. 2. THE CONTRACTOR WILL BE REQUIRED TO PLACE "DEAR NEIGHBOR" DOOR HANGER NOTIFICATIONS ON THE FRONT DOOR OF ALL RESIDENCES AFFECTED BY THE CONSTRUCTION AND "SIDEWALK" SAFETY SIGNS AT EACH LOCATION WITH WORKING CREWS. THIS SHALL BE DONE PRIOR TO ANY WORK STARTING. 3. WATER METERS THAT ARE TO BE MOVED SHALL BE MOVED COMPLETELY IN THE SIDEWALK OR COMPLETELY OUT OF THE SIDEWALK. WATER METERS MOVED IN THE SIDEWALK SHALL BE LOCATED WITHIN 18" OF THE EDGE. 4. RETAINING WALLS WITH A MAX HEIGHT OF 12" OR LESS SHALL BE POURED IN CONTINUITY WITH THE SIDEWALK. WALLS WITH A MAX HEIGHT GREATER THAN 12" SHALL BE SEGMENTAL BLOCK WALLS. 5. ALL SIGNS TO BE RELOCATED SHALL BE LOCATED WITHIN 6 INCHES BEHIND THE BACK EDGE OF THE SIDEWALK. 6. MAILBOXES SHALL BE RELOCATED TO THE FRONT OF THE SIDEWALK BUT SHALL ALSO PROVIDE A MINIMUM OF 3 FEET OF CLEARANCE BEHIND THE MAILBOX TO MEET ADA REQUIREMENTS. 7. EXISTING ROOF DRAINS SHALL BE ROUTED THROUGH SIDEWALK. ROOF DRAINS LARGER THAN 4" WILL REQUIRE A TROUGH DRAIN FIRE DEPARTMENT 1. BUIILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KINOXBOX KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. 3. AN (ELEVATOR KEYBOX WILL BE REQUIRED. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13.51 . 5. AN .APPROVED WATER SUPPLY DURING CONSTRUCTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 6. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30' ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICLE ACCESS, THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. 7. WH ERE A BUILDING HAS BEEN CONSTRUCTED TO A HEIGHT GREATER THAN 50' OR FOUR STORIES, AT LEAST ONE TEMPORARY LIGHTED STAIRWELL SHALL BE PROVIDED UNLESS OR MORE PERMANENT STAIR ARE ERECTED AS THE CONSTRUCTION PROGRESSES. 8. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE OR USE DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF COINSTRUCTION IS NOT MORE THAN 40' IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION HAVING SECURED DECKING OR FLOORING. 9. SMtOKING TO BE ALLOWED IN ONLY DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE AND WITHIN EACH BUILDING DURING CONSTRUCTION. 10. WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKDAY. 11. CUTTING AND WELDING. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35, OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, ADDRESSING WELDING AND HOTWORK OPERATIONS. 12. FIRE EXINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WERE COMBUSTIBLE METERIALS HAVE BEEN ACCUMULATED, 13. REQUIRED VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES. VEHICLE ACCESS SHALL BE PROVIDED WITHIN 100' OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICLE ACCESS SHALL BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,OOOLBS. 14. A PERMIT IS REQUIRED FOR FIRE LINE INSTALLATION. A DETAILED DRAWING (2 SETS) SHOWING FITTINGS AND THRUST BLOCKS MUST BE SUBMITTED WITH THE PERMIT APPLICATION. ONCE INSTALLED, THE FIRE LINE REQUIRES A VISUAL INSPECTION AND A PRESSURE TEST INSPECTION BY THE FIRE MARSHALL'S OFFICE. 15. FIRE HYDRANTS, FIRE PUMP TEST HEADER, FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING, PARKING OR OTHER OBJECTS. LANDSCAPING IN THE AREA OF THESE ITEMS SHALL BE OF THE TYPE THAT WILL NOT ENCROACH ON THE REQUIRED FIVE FOOT RADIUS ON MATURITY OF THE LANDSCAPING. 16, NO VEHICLE/MACHINERY OF ANY TYPE, CONSTRUCTION MATERIALS OR CONSTRUCTION DEBRIS IS TO BE PARKED WITHIN 15 FT OF EITHER SIDE OR IN FRONT OF A FIRE HYDRANT. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. THE: CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 4. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 5. ALL. STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD -94 (D) 121.13. 6. ALL RCP STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM -C-76. PIPE SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 7. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 8. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS OTIHERWISE NOTED. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 10, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12, A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 13. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 14. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEIMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 15. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 16. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 17. ALIL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 18. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. SITE PLAN LEGEND EXISTING _.. ._... __.. .___ .._... -- PROPERTY LINE 0 POST/BOLLARD ,... SIGN SAN - BUMPER BLOCK UGr SATELLITE DISH USP TRAFFIC CONTROL BOX ® I UNKNOWN MANHOLE _ _ .__ ... ............__ ..,_ ...._., _. STORM SEWER STORM SEWER MANHOLE CATCH BASIN (DO CATCH BASIN WITH DOME GRATE Pt- TRENCH DRAIN 1 SANITARY SEWER k SANITARY SEWER MANHOLE IN ------ __ __. _.__.. WATER LINE s WATER MANHOLE 0 WATER VALVE O WATER LINE MARKER FIRE HYDRANT a MONITORING WELL • GAS LINE GAS METER r E GAS VENT - GAS MARKER - - COMMUNICATIONS/TELEPHONE LINE C0 TELEPHONE/COMMUNICATIONS MANHOLE M TELEPHONE PEDESTAL PARKING SPACE COUNT COMMUNICATIONS VAULT ,-----_ ___. _-.. ELECTRIC LINE < ELECTRIC MANHOLE 41 ELECTRIC PULLBOX (i:), ELECTRIC METER 0 UTILITY POLE <_ DECIDUOUS TREE GUARDRAIL ----_ FENCE - .,X-- MAJOR CONTOUR - -- -- MINOR CONTOUR SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT PROPOSED >nt- WATER G GAS STORM SAN - SANITARY UGr COMM DUCT BANK USP ELECTRIC DUCT BANK ® I CATCH BASIN STORM MANHOLE SANITARY MANHOLE (DO SANITARY CLEAN OUT Pt- FIRE HYDRANT 1 FDC -E:a- METER SETBACK - AT/FP STANDOFF ® WATER VALVE 0 GAS VALVE O BOLLARD STREET SIGN ❑ GAS METER • LIMITS OF DISTURBANCE GUARDRAIL r E X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR ♦- SITE LIGHT Xa PARKING SPACE COUNT GRADING TC =TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT Ln E " o N U >E 1= Lu S C i r E ¢ uj u ov�� Ly IL -L4 o z <®o Lu u3 c.,, CD a- aI Ln a (D 0 U) 10:01 z a V �1w rX U7 Q w v 0 a z M Ln O r v �® w 6 Lu mC:) ca O J Cl w --Ir ui O z 0 ce r 0 w > w Lu r = Q O DATE 12/14/2018 0 DRAWN BY A. 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Q z 0 DATE Z) 1211412018 0 } DRAWN BY -i A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C..SHIFFLETT SCALE 1 "=20` c 7 Q} 7 u 3 U O N 0 v 0 rj. Q '• l Q A c ro 0 Q) Lli U z O Q) <t 00 > O m r � Z z c Qu _o W 0 G (1)Q 0 W 0O ] _j o (D W Q L) 2z _ ro0 9 1JJ~ a co "- 0 E O C Q) ON ro Q o c U ZO 0 v � n x � 0 m o ii 0 Q � 0 c N m U C Q) O Q) U 7 Q) w ro O N U � O E � O U ro O � G Q) � ro 9 U JOB NO. u).2 QS U 4223 @2 N O O O SHEET +NCO, n o i,� O. L i C3 a CD �0 ry 2O 0- U) z a0 Q� o c E a 0 c a) i o D U C Y a) n � z U) � a x 7 a m o -iE �;, -:5 a a� Q� a� c .= Y � t6 7 N U m a O U w 2 @ O N U � O F- 0 O a � N �@ S U u U � N N O Rf a Q Q) N N } L Notes: 1. Install expansion joints in the curb at a maxiimum spacing of 20' o.c. 2. Landscaping materials, grass, sod, mulch, etc. shall be flush to I11 below top of curb/paving/drainage openings. ## NOTE TH15 DETAIL ONLY TO 5E USED AS NOTED ON 51TE PLAN# SII Pavement surface —III—I .�'•.o� .' 111=111— _1 _- '� Compacted-/ '—''M ='�� I5 top 4 bottom p III,;II Subgrade NO SCALE 1 CONCRETE VERTICAL CURB DIMENSION 4 TYPE Pavincl Area A 5 C D Drive Aisle 231 2511 811 (oil Parking 1 21 N/A 811 6'1 see note II Anchor bolts to be a AutoZone and o Aspha It Topping (SM -9.5A) Binder Cc- Type cType 215 Aggregat Compacte— Subgrade NO SCALE 2 ASPHALT PAVING SECTION DIMENSION 4 TYPE Concrete Section A 5 C Standard Duty 5" 411 see note Heav put 6" 411 see note Dum ster/A roach Pad 6" 4" see note NOTE: Compacted subgrade should Ice as specified in soils report: 4000 PSI conc. > paving (min.) wl wire mesh -_._ A.. Compacted X a` .. X x Q r a Aggregate base n (Type 21A stone cover)o 16U3 �, I 1�11J@II I � Compacted Subgrade NO SCALE 3 CONCRETE PAVING SECTION No SCALE 8 I DUMPSTER LAYOUT 209 watt LED 111)" series area light fixture one per pole. See site plan for NOTE: This drawing represents the minimum foundation requirements± if more stringent drawing is shown in structural then it shall govern. pole and fixture 18'-0" CLEAR 511 sq. steel pole bronze �II x /_ II High wind anchor bolts finish with 4 anchor bolts orientations. Treated Pine 5'-0° sl_011 51_/7111 V 1► enclosure and poles are II N over treated II Anchor bolts to be a AutoZone and o 0 installed pine framing Trash h Trash � poles. Rotate 45 pum star c� pum star [�6-cY�] U (0" LP. Steel Light pole bolt pattern on dual e Post base plat II Gate frame locations) 5/4" x 6" treatedO.p. tube. - steel tube — 3/4" chamfer Weld collar , Gates. See gate frame —� to post. p detail, this I.: Treated 2"x4" cont. NOT 5UILDING MOUNTA5LE)ER sheet Rub concrete �..1 I-112"x6"x114" bent No SCALE 8 I DUMPSTER LAYOUT 209 watt LED 111)" series area light fixture one per pole. See site plan for NOTE: This drawing represents the minimum foundation requirements± if more stringent drawing is shown in structural then it shall govern. pole and fixture '1 11 511 sq. steel pole bronze locations and High wind anchor bolts finish with 4 anchor bolts orientations. r:� TYPICAL CONTROL JOINT Light fixtures 1► Light pole base and poles are II Note: furinished by II Anchor bolts to be a AutoZone and I! II installed perpendicular installed 11 to curb on single head General II I) poles. Rotate 45 Contractor. II degrees to diamond I" x 6" x I/2" to hinge 4 gate Light pole bolt pattern on dual Levelling nut (4 head poles. NO SCALE lg 20' TYPICAL SINGLE LIGHT POLE EXIST GRADE METAL INSPEC77ON FRAME W/ SOLiD LiD (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR -�� CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale Greenstreak Paving Cap Seal Profile %10 - See specifications for additional information. z 3/411 WHITE I/ Sawcut joint - fill STRIPE with self levelincl elastomeric sealant I & NOTE: SEE 51TE PLAN FOR SPACING REQUIREMENTS NO SCALE HANDICAPPED II mounted on face of building. High wind anchor bolts TYPICAL EXPANSION JOINT 4"f 4" r:� TYPICAL CONTROL JOINT 1x36 "x4" hook Standard Alemite 1610-5L Light pole base II HANDICAP anchor bolts i4"xll"x31' hook gguSIDE ONLY)sset plate (IN cover install 11 ► 1-I/4" O.D. All corners See site or grading over anchor 11 1" weld a 3" O.C. plan V-011 CLEAR bolts 1( 4"x4" treated wood = I" x 6" x I/2" to hinge 4 gate Light pole I) I) Levelling nut (4 4 J j base plat II Gate frame locations) 5/4" x 6" treatedO.p. tube. .e ... steel tube — 3/4" chamfer Weld collar , 8 112"x2"xl/4" 1" GAP to 3/4 bolt gate frame —� to post. p Note: I.: Treated 2"x4" cont. NOT 5UILDING MOUNTA5LE)ER w Rub concrete �..1 I-112"x6"x114" bent Finish grade or top of FRONT plate strike with SiDE s;'ci.'..rr :{:'..`•'.• "X"7 00000°° through frame paving,p See site Ian for DOUBLE CgATE LATQ4 base smooth ;:' 11—�-- d . z location `;- ZD4" o dia. concrete base. Min. 0 0 O o 00000000 reinforcing 4 15 bars vert. 4 1 = I Comp. granular fill *3 ties eq, space " Electric conduit NO SCALE lg 20' TYPICAL SINGLE LIGHT POLE EXIST GRADE METAL INSPEC77ON FRAME W/ SOLiD LiD (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR -�� CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale Greenstreak Paving Cap Seal Profile %10 - See specifications for additional information. z 3/411 WHITE I/ Sawcut joint - fill STRIPE with self levelincl elastomeric sealant I & NOTE: SEE 51TE PLAN FOR SPACING REQUIREMENTS NO SCALE HANDICAPPED No SCALE mounted on face of building. .4 TYPICAL EXPANSION JOINT 4"f 4" r:� TYPICAL CONTROL JOINT z" NO SCALE Alemite 1610-5L ADDITIONAL SIGNAGE 8" x 8" x 118" HANDICAP draulictigrease -� �Flg to e gguSIDE ONLY)sset plate (IN Top of wall elevation. accessible for ► 1-I/4" O.D. All corners See site or grading maintenancehinge 6" long 1" weld a 3" O.C. plan V-011 CLEAR X632 all around 4"x4" treated wood = I" x 6" x I/2" to hinge 4 gate post at 6'-0" O.C. MAX. spacing / 4 J j closed top. (TO 5E USED ONLY IF SIGN IS 3" x l-I/4'w Gate frame 2" x 2" x 1/6" 5/4" x 6" treatedO.p. tube. .e ... steel tube pine vertical boards Weld collar , 8 112"x2"xl/4" 1" GAP to 3/4 bolt gate frame latch plate with rounded edges Latch plate w/ 3/4" to post. p I-1/2" washer welded joints Treated 2"x4" cont. NOT 5UILDING MOUNTA5LE)ER 6" ID pipe STRIKE stop bar horizontal nailers I-112"x6"x114" bent gate post FRONT plate strike with SiDE 1:12 MAX s' Concrete slab N NOTE: PAINT ALL GATE FRAMES 6" nom. ID. 1 1 Finished rade varies. AND PIPES RED, gate post filled See grading plan with concrete I 1 NOTE: rounded top. ! TUM DOWN 12" dia, hole filled with See bollard detail I I ! 5LA5 BETWEEN I I concrete WOOD POSTS. �--� 1'-011 NO SCALE NO SCALE g DUMPSTER SECTION WOOD lO 1 GATE DETAIL FOR DUMPSTER ENCLOSURE Handicap Si n as required by Local and State ordinances HANDICAPPED W mounted on face of building. PAVEMENT 114o.3/4x 4"f 4" 5YM50L (TYPJ � reenstreak z" NO SCALE (SOLID BLUE) ADDITIONAL SIGNAGE MOUNT CANE 5OLT AND HANDICAP PARKING DETAIL 6 MAY 5E REQUIRED (FINES LANDING AICA 5/4" x 6 square ed ed treated pine boar with 1/4" FA,WW3 gap. Screw to frame Latch detail. iwlth galvanized or See detail 3 stainl-ess steel screws V-011 CLEAR X632 V-111/2" 1" V-111/2" 11_11 Concrete slab N NOTE: PAINT ALL GATE FRAMES 6" nom. ID. 1 1 Finished rade varies. AND PIPES RED, gate post filled See grading plan with concrete I 1 NOTE: rounded top. ! TUM DOWN 12" dia, hole filled with See bollard detail I I ! 5LA5 BETWEEN I I concrete WOOD POSTS. �--� 1'-011 NO SCALE NO SCALE g DUMPSTER SECTION WOOD lO 1 GATE DETAIL FOR DUMPSTER ENCLOSURE Handicap Si n as required by Local and State ordinances 7_4 W mounted on face of building. Sealant T�.: 114o.3/4x N0 �1 � reenstreak WAIVNOTE: 1ra� ADDITIONAL SIGNAGE MOUNT CANE 5OLT AND 632 6 MAY 5E REQUIRED (FINES LANDING AICA FA,WW3 THROUGH FACE 50ARD5`" ETC.) CHECK WITH LOCAL Greenstreak Concrete walk w/ A• GOVEFIING AUTHORITIES X632 114" 6x6-WI.4xW1.4 W.W.F. Cane bolt See detail welded 11_11 ,,�,� 2" square tube with Paving radius max. SLOPE I/4" per FT. Drill 1/8" hole in 4 J j closed top. (TO 5E USED ONLY IF SIGN IS slab. Size to fit . : a o X _ .e ... DOLT 1 1/2" washer welded JOINT MAIERAIL 8 112"x2"xl/4" 1" GAP to 3/4 bolt _ latch plate with rounded edges Latch plate w/ 3/4" •., I-1/2" washer a. welded to NOT 5UILDING MOUNTA5LE)ER bolt for stop STRIKE stop bar I-112"x6"x114" bent FRONT plate strike with SiDE s;'ci.'..rr :{:'..`•'.• "X"7 00000°° through frame DOUBLE CgATE LATQ4 No SCALE CD O z o O 0 0 O o 00000000 W r� = I Comp. granular fill LO i CD Z0"'°0 v See specifications - N( I I=111- Cn 811 Buildingq foundation 0 llf- ':, -1 L . L11 -L, Note: 05 continuous T. 4 5. 11 Dimension Height - Mounted on face of building. 60"-12" above sidewalk Mounted on Pole off building. NO SCALE 80" minimum (Clear head room) 3/4" = 1'-0" 12 TYPICAL HANDICAP SIGN 13 TYPICAL WALK SECTION Rolling overhead steel door (See plan and details) +9 Line of block Pipe guard Door opening see detail this sheet Smooth plastic red Sleeve. See spec. 6" Steel Pipe filled wl cone. Top of 7 paving 61 1 steel pipe set in 15 41 hole filled with concrete 3" ranular base at bottom of hole CENTER PIPE GUARDS No SCALE ON EDGE OF OPENING NO SCALE 151 PIPE GUARD @ SERVICE DOOR 1& I TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES Q 5'-•011 oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN Sf LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE SCORINGS PATTESN DUMMY JOINT( TYP.)- (L U1 .a. Ul lu � .ritir^r`Pt1. 0) W 1/2" EXPAN51ION JOINT 1/211 EXPANSION JOINT 4 } SEE SITE PLAN FOR CONTINUATION CURB OR GUTTER LINE NO SCALE lg CONCRETE SIDEWALK 1-1/4" O.D. hinge 6" Ig. Ii 111 7_4 W Sealant T�.: 114o.3/4x N0 �1 1NT'L BARRIER FREE SYMBOL .a° 4MIN (l I1 � 11111111 MOUNT CANE 5OLT AND � . 4 I GATE LATCH A55EM5LIE5 LANDING AICA guide (2) THROUGH FACE 50ARD5`" steel tube l -1/4wll Cane bolt 3/4" A• , 11 81 1 1 1 Smooth plastic red Sleeve. See spec. 6" Steel Pipe filled wl cone. Top of 7 paving 61 1 steel pipe set in 15 41 hole filled with concrete 3" ranular base at bottom of hole CENTER PIPE GUARDS No SCALE ON EDGE OF OPENING NO SCALE 151 PIPE GUARD @ SERVICE DOOR 1& I TYPICAL PIPE GUARD SECTION EXPANSION JOINTS 20'-0" oc. MAXIMUM 4 SPACES Q 5'-•011 oc. OR AS DIRECTED OR SHOWN ON THE SITE PLAN Sf LAYOUT 4 SITE IMPROVEMENT PLAN FOR ALTERNATE SCORINGS PATTESN DUMMY JOINT( TYP.)- (L U1 .a. Ul lu � .ritir^r`Pt1. 0) W 1/2" EXPAN51ION JOINT 1/211 EXPANSION JOINT 4 } SEE SITE PLAN FOR CONTINUATION CURB OR GUTTER LINE NO SCALE lg CONCRETE SIDEWALK 1-1/4" O.D. hinge 6" Ig. Ii 111 II! II LANpiNG AREA NO SCALE 114o.3/4x N0 �1 1NT'L BARRIER FREE SYMBOL NOTE: 4MIN MOUNT CANE 5OLT AND LAi�ING AREA Cane bolt GATE LATCH A55EM5LIE5 LANDING AICA guide (2) THROUGH FACE 50ARD5`" steel tube l -1/4wll Cane bolt 3/4" O.p. tube collar , 11 81 1 1 1 field LTJ Cane bolt See detail welded 11_11 to oats steel rod. NO SCALE 18114 411 of parking 2111 -N GATE LATCH / BOLT DETAILS L/ 15 CIA 1'-011/2" P-01/2" 5'-0" 8'-0" 5'-0" 5'-0" I'-01/2" 1'-01/211 1'-13/8" V-5 1/411 14 80LL,41<:U L,4'' -OUT FLAN — &F%u2 51DEWALK space LANpiNG AREA NO SCALE 114o.3/4x N0 �1 1NT'L BARRIER FREE SYMBOL NOTE: MOUNT CANE 5OLT AND LAi�ING AREA Cane bolt GATE LATCH A55EM5LIE5 LANDING AICA guide (2) THROUGH FACE 50ARD5`" steel tube Cane bolt 3/4" INTO STEEL FRAME 5' 1 cold rolled I 5' MINIMUM E steel rod. Drill 1/8" hole in &op of slab slab. Size to fit bolt. SIDEWAL CANE DOLT 1 1/2" washer welded JOINT MAIERAIL 8 112"x2"xl/4" 1" GAP to 3/4 bolt FIIDEWALK latch plate with rounded edges Latch plate w/ 3/4" 4 bolt handle I-1/2" washer welded to ° 3/4" bolt bolt for stop STRIKE stop bar I-112"x6"x114" bent FRONT plate strike with SiDE 1-3/4" dia. bolt 00000°° through frame DOUBLE CgATE LATQ4 No SCALE CD O GATE LATCH / BOLT DETAILS L/ 15 CIA 1'-011/2" P-01/2" 5'-0" 8'-0" 5'-0" 5'-0" I'-01/2" 1'-01/211 1'-13/8" V-5 1/411 14 80LL,41<:U L,4'' -OUT FLAN — &F%u2 51DEWALK LANpiNG AREA 114o.3/4x N0 by LAi�ING AREA G� LANDING AICA 0 E 5' 1 6' I 5' MINIMUM E SEE 51TE PLANT CROSS SECTION SIDEWAL PEXPANSION JOINT MAIERAIL FIIDEWALK d LU u 3 BUILDING ADJACENT TO BUILDING (TYP.) 0 U LU H 00000°° CD O z o O 0 0 O o 00000000 W r� LO i CD Z0"'°0 v 00000000 �5W rx Cn 0 00 2% 00 �® o 5' Ln I: MAX = L iD t ti c® U0 M 20 000 0OO o ry -.100 o_J CD ui 00 00 0 o0a0�000 0 00 0000 0 0 0 0000° r n �' UM A�SLEEM5,Nlnit-K L? ! r LANDING AN LANDING AREA PLAN AREA CONCRETE ACCESSIBLE RAMP 1/2" EXPANSION JOINT WITH SEALANT 411 MEN: ,.;K. 8" 8" ROLLED GRAVEL BASE PLAN VIEW SECTION A—A TWATED DOME5 s PAVEMENT LANDING AREA GROOVES, 1/41-3/4" WIDE AND 3/411-2" ON CENTER, ARRANGED 50 THAT WATER WILL NOT ACCIMATE. NOTE5: I. RAMPS SHALL BE PAINTED THE SAME COLOR AS STRIPMG AND THE TEXM SNALL BE SCORED GROOVES. 2. THE BOTTOM OF THE RAMP SHALL HAVE A MAX 1/4° LIP. M 3. CONSTRUCT PER ADA STANDARDS. 4. F MAX SLOPE OF RAMP DOES NOT EXCEED 1:20 na NO COLOR OR TEXTURE CONTRAST 15 nalIRED. fol' X 6" WI2xWI2 WWF 1— DUMMY JOINT SEG-65w2L 1/4" n DUMMY JOINT N.T.S. LnE N0 0 E E UJ _ 0 u d LU u 3 0 U LU H CD O z o O W r� LO r - CD Z0"'°0 v �5W rx Cn 0 0 3 0 �® o Ln = L iD t ti c® U0 20 � o ry -.100 o_J CD ui 0 0 r n L? ! UJ U 0 z 0 DATE > 1211412018 0 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. SHIFFLETT SCALE .1"=30' 0 :_ .N UU J 0 N io 2 0 Q 3 UJ Q 2 0 a a) W D .2 O> 0 a z a :1'CL00 Q< U U ° LU J <C < m LLI a— 3 d Ct] a ry ¢ �Z UJ v4 0 T� J� o (a..r•� a LO CLO 0 a o D O 0 o� �Q X o� 0 a� o .§ � Y 0)v U � o v .v � N Co C o 0 o e) E a U � U -a C a � U JOB NO, � o W. � U 12mo r 4223.2 0) 0 � U SHEET NO. Q o Ci.A G 12 GENERAL NOTES: 1, THE DETECTABLE WARNING SHAL.I_ BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET THE REGUIREMENTS OF THE SPECIAL PROVISION FOR CG -12 DETECTABLE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. If RAMP FLOOR IS PRECAST,HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4- 5, REQUIRED BARS ARE TO BE NO.5 X 8" PLACED P CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 133/2 6. CURE / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURD RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGIIgEER. THEY ARE TO BE PROVIDED AT INTERSEC"LIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLcS, FIRE n NOTECOMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG -2 OR CG -3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. -SIDEWALK- -RAMP 121 MAX 48:1 MA' all Y - -10:1 MAX TYPE A PERPENDICULAR ai '•' J%`%` Af,�'� Y "> ��aF3j�Ys� 5' MIN mo F TYPE B PARALLEL AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT S OF THE CROSSWALK AND 12 `.' THE CURB OPENING IS PL. WITHIN THE LIMIT:1 MAX g„R� _ _ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS MIN ** PERPENOICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADItCANNOT `-II I -II I , ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4, MIN TRAFFIC, REFER TO STANDARD CG -13. COMMERCIAL ENTRANCE (HEAVY AT 2" HIGHER THAN TRUCK TRAFFIC) CONCRETE DEPTH. �~ EDGE OF PAVEMENT SAME AS TOP OF CtURB 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ AT ;K W. . THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. TYPE C 1:. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. -TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL. SECTION OF _�1�6"-2.4" C -C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -MODIFIED AS RECOMMENDED BY HE MANUFACTURER TO MATCH 0 0 0 0 0 0 0 0 0 0 0 O THE BACK OF CURB. _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANCING RAMP { O p 0 0 0 0 0 0 0 0 0 0 0 0 0 H 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50Z-65X SS0EE.9O-IFABASE DIAMETER TOP O O O O O O O O DIAMETER ppO ECTABLE WARN.NG`f" ARAMPO FO OO AT BACK OF CURB TE- PAYHMTSSEE NOTE 12. O O DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 'LVD0T SPECIEICION CG -12 DETECTABLE WARNING SURFACE REEERENNGS ROAD AND BRIDGE STANDARDS sHEEr 1 of 5 REVISION DATE (GENERAL NOTES) 05 602 203.05 07/15 WRGNIA DEPARTMENT OF TRANSPORTATION CG 12 x ++5 DOWELS, B" LONG -1 CONSTR16LE AT 12" C -C -� JONSTRLiCTICfd 127 MAX - `'L 4' MITI _ 5' MIN. JOINT o� _ : 1• 12.1 MAX ,y�,•� B _ ' 121 MAX 5E ' TH BUFFER STRIP I(SEE TABLE)!A (SEE TABLE)' ---TRUNCATED DOMES 0>(13 SEE SHEET 1 O 5 FOR DETAILS MORE THAN 1500 VPD ox 3 Y 5'-0" MIN 500-1500 VPD In U) SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB LESS THAN 500 VPD 48 ;1MAX 20:1 -. 48 u 1 I A. . (6 ! r MIrI. SECTION A. -A SECT ION B -B WITH BUFFER STRIP WITHOUT BUFFER STRIP =--jd AREA N NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, CROSSWALK SEE SHEET IOF 5. TYPICAL PLACEMENT culla THE REQUIRED LENGTH OF A PARALLEL RAMP 4' SUFFER STTRIP IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION - -5' SIDEWALK SLOPE. WITHIN CROSSWALK TYPE B PARALLEL -LANDING 48 ]MAX, DIAGONAL PLACEMENT APPLICATION SLOPE LANDING 48�111JAx. �' LANDING 49:1 MAX. SLOPE MINIMUM RAMP LENGTH Ay _SLOPE CURB ROADWAY GRADE IN FEET - - CURRD IN PERCENT - 4" CURB 6" CURB 5' MIN 0 4 6-� CROSSWALK?'7 CROSSWALK M %t s a 2 5 8 = Y 3 6 9 n Gk A55 E t l -CURB I2 4 8 CUNCRR_ CURB5 10 15 0 VJ 6 14 15 WITH BUFFER STRIP WITHOUT BUFFER STRIP o r SE PCIFICATIO \VDN CG -12 DETECTABLE WARNING SURFACE RFERENCE ROAD AND BRIDGE STANDARDS SHEET 3 of s REVISION DA5,02 TE TYPE B (PARALLEL) APPLICATION loos 203A7 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION CG -11 NCTE:WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2Z FOR r I A WIDTH OF 5 FEET. A -*STREET APPROACH SAME SURFACING GENERAL NOTES (RADIUS TO BE AS 0 C1 C AS MAINLINE ROADWAY (SEE NOTE 3) _SHOWN ON PLANS) - - 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 { (RADIUS TO BE AS OR CG -7, THE CURB FACE ON THIS STA.NDARO IS TO ---- - SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB GO OR CG -6 CONFIGURATION. (SEE NOTE SIDEWALK 2 USEDSEE WITH ATHHIISC STA2 FOR NDARD. SIDEWALK RAMP DESIGN TO BE ESIDEW.ALK { - _ - - ISEE NOTE 5) a { OPTIONAL UNPAVED SPACE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE v~i FLOW LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION ---_-----c,-f------- --- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EX PAN EXPANSION OMITTED IN THE ENTRANCE.) JON LL ( JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER - - THE R/ SHALL NOT BE CONSTRUCTED BEYOND E W LIVE NOTE: WIDTH "8" 2'-0" OR AS �ca+ MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES S. WHEN THE ENTRANCE RAOR CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS 10'PARABOLIC CURVE SENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO 7".(SEE CG -13J EDGE DF PAVEMENT DR 8 b MAX- D RADE .,RANGE _ 6. PLANS ARE TO INDICATE WHEN CON5TRUCHON OF A FLOW OPTIONAL FLOW LINE -' D (SEE UNE 15 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS _.NOTE 7) THE ENTRANCE, MAINLINE ROADWAY € -"' ` -' - - - - 8% MAX - T - _ D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANGE I - - "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS, 5' MIN. 20" MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE CONSTRUCT GRADE CHANCES '41TH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE R:QUIREMENTS OF SIGN UALINCLUDING SECTION A - A SIGHT DISTTANCE ROAD AND KE VALUE REQUIREMENTS.. STOPPING 9. OPTIONAL FLOWUNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE ACROSS THE INTERSECTION. 2" ALLOWABLE ENTRANCE GRADE CHANGES CLASS A3 % •.5. ' °• - -� (H.E,S.) •c:.y����------ GRADE CHANGE ENTRANCE VOLUME "D" DESIRABLE MAXIMUM CONCRETE--'- 0>(13 HIGH I MORE THAN 1500 VPD ox 3 Y MEDIUM 500-1500 VPD In U) SECTION C'C LOW LESS THAN 500 VPD NOTE- ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION CEMETHOD OF TREATMENT 1VD�T REFERENCE R ROAD AND BRIDGE STANDARDS (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE sHeer 1 OF 1 see VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.04 2" R CG -6 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHAII BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON OS URBAN STANDARDS. Q A © , • n a n n P • n p p P P P THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERE"GE COMBINATION 611 CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. AS DEPTH OF CURB DEPTH) OR€AY BE INCREASED ASED AS CH MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHERWISE THE DEPTH IS TO BE 16" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN IN THEDISECTION TON GSOURBAI STOAD ANDARDMANUAL . 2" RADIUS e• A,;,' D, SURF) .1 BASE >pp �sPD 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" I5 MAINTAINED. ROAD MID BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 CG -2 411 2" R Q P - 1'1 A n p SURFACE .e•' DP;Pt,., 1, e. •.e. Dp;O AJpAD BASE S BBASE 6" arwlr REFERENCE STANDARD 6" CURB ROAR AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1 /4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". 5, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. MAIN LINE n 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) -____� 3" CONCRETE COLLAR --...-- � CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL NO Scale N In E 0>(13 r4 cv o In U) m (6 E 9 LLJ o Lu w I= 0 ui `Q W U U( d ry, L,p I� O CL .� �../ w Lij PUy LL -� CD O �®C z Lu < Z wyJ MO O O O ko CL O ji :� z0 00 V /�♦ O O IL >x yr C 0 3: w LuO N r CL O o0 O � 0 0 T� V O H L(i Z LID _ CD t- O 2 N 6 UP) CL "d C4 W D r' 0 o O C1 CID O Ill O ri 00 CL C? -J CD Lu 0 c ?_,2 to t6 � N U x O O U O a N Z O N U (D � O E� 7 � O N � JOB NO. U N o 0 42231 O c Lu 0 O U SHEET L>i! w NN a o CI.B Coi d F - Q O H DATE } `� 12/14/2018 C) DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE • CHECKED BY C. SHIFFLETT SCALE 1 "=30' SEWER 0>(13 m (6 0 V LLJ o Lu 0 0 ui U( < I� O CL .� �../ w O O ry C7 Lu < Z O O O ji >J= /�♦ O O C 0 N r CL O O � 0 0 (D O Z LID O 2 CL x 0 D r' 0 o Ill O CL Q � 0 c ?_,2 to t6 � N U x O O U C 2 a N O N U � O E� 7 � U � O - N � JOB NO. U N o 0 42231 O c 0 O U SHEET NN a o CI.B Coi F - PRELIMINARY WATER QUANTITY ANALYSIS POINT 1 DRAINAGE AREA ANALYSIS (PRE -DEVELOPMENT) DRAINAGE AREA ANALYSIS (POST-DEVELOPM PRE AREA POST AREA 1-U (UNDETAINED) AREA = 1.38 ACRES AREA = 0.325 ACRES 0.87 ACRES (IMPERVIOUS) 0.098 ACRES (IMPERVIOUS) 0.51 ACRES (MANAGED TURF) 0.227 ACRES (MANAGED TURF) Tc = 6 MIN Tc = 6 MIN Q (CFS) V (AC -FT) Q (CFS) V (AC -FT) 1 YEAR 5.13 0.263 1 YEAR 0.90 0.044 2 YEAR 6.40 0.332 2 YEAR 1.19 0.058 10 YEAR 10.13 '10 YEAR 2.08 12/14/2018 POST AREA 1-D (DETAINED) 1 YEAR AREA= 1.056 ACRES 2 YEAR 0.971 ACRES (IMPERVIOUS) 10 YEAR 0.085 ACRES (MANAGED TURF) COMBINED FLOW AT ANALYSIS POINT 1 Tc = 6 MIN Q (CFS) V (AC -FT) 1 YEAR 4.33 0.237 2 YEAR 5.27 0.292 10 YEAR 8.05 FLOW THROUGH PIPE STORAGE FLOWS ROUTED THROUGH DETENTION SYSTEM. 12/14/2018 Q (CFS) 1 YEAR 2.97 2 YEAR 4.69 10 YEAR 7.92 COMBINED FLOW AT ANALYSIS POINT 1 A. FONTAINE Q (CFS) 1 YEAR 3.71 2 YEAR 5.78 10 YEAR 10.00 CHANNEL PROTECTION (ENERGY BALANCE): QDEVELOPED < 0'$()*(QPRE-DEVELOPED*RVPRIE-DEVELOPED)/RVDEVELOPED OK 3.71 CFS <- 0.80*(5.13 CFS*0.263 AC-FT)/(0.281 AC -FT) = 3.84 CFS FLOOD PROTECTION: POST -DEVELOPED Q10:5 PRE -DEVELOPED Q10 OK 10.00 CFS (POST -DEVELOPED Q10) <_ 10.13 CFS (PRE -DEVELOPED Q10) WATIER QUALITY ANALYSIS SITE DATA PRE DEVELOPED AREA IMPERVIOUS = 0.87 ACRES MANAGED TURF = 0.51 ACRES PRE DEVELOPMENT LOAD (TP) (LB/YR) = 2.18 POST DEVELOPED AREA IMPERVIOUS = 1.07 ACRES MANAGED TURF = 0.31 ACRES POST [DEVELOPMENT LOAD (TP) (LB/YR) = 2.50 MAXIMUM PERCENT REDUCTION REQUIRED FOR REDEVELOPMENT = 20% TOTAL_ LOAD REDUCTION REQUIRED (LB/YR) = 0.76 CREDITS TO BE PURCHASED L_ x ,... Pz - ! n .'� �"&t: p. ' ,;. .;� tr�w..�`" ^ -""°.m .._ .... ..,,r?..: _. .._. ., ..�.. �:.,,��• -` �;s :....; �: 'a _._ ... ._. , _ N._,_. .� �, �:....: ....... .. ....._ e: ..__...._ _. _ _. _. ...,rn" 14 006 If .M f - r E m .Z: u f, s r 0 Y, ", -V tfl ;rr f F ^ 77 tom'' 51 1 61e f4 104 ly ` ..., R x £r_ - .a:'. -.-c v<, .,b�za . �, P � -..., ., e r ,. 4 , �4i � f 3 elft SCALE 1 30 � t / 1 _. i i r 0 30' 60 R R E A f jJ (ON S I T E)41 t AREA = 1.38 AC, . IMPERVIOUS - 0 &� A'u- . ._ 47. r s i r f h G SS O'AC{E 't , xo 41 t P i tJe l% "q'�,^x' 4e ";''=k: z qx zxa.?.= { Y?,''zx•. `' t ` rP .+ , `;�� ax - t {.,.,7ck p f / j ; / r ' ,_ V ,. MY " - ^ " e^ aif" .. Cis.^� `" `°5 �P f� ✓ F ` k, ^. :r'A?t ak? a ".� IEt -i {� d J ,✓'"' tPjP/ I a I .i � ..... 0,14"'- t � 1 =- Wiz' s� w w. t Map_ J,. e r r £ r / a e f � w { PRE -DEVELOPED SCALE 1 "=30' 1 MIR 0 30' 60' -.„ m �d _ g r ° �6h `� Nr° v ° Ass 'q .ff Y -� � I 'OSTAREA h, e (DETAINED) F ;Y AREA =i.66 AC € s � JP IMPERVIOUS =- 0.97'AC ( ) UNDETAINED i _ s GRASS COVE 0.09 AC41 , AREA - 0.33 AC k6a { IMPERVIOUS 0.10 ACS 3 GRASS COVER = 0.23 ACI,t` e 4 y ( U Qt <ti, gp �ti. awq��� ' ?v':e•: ''v �:u� Awa stt°: aCt+�a�,�,l�th3s��:r , 464i�` € r # � ASO � 6a gs3f�•#, 1 761 f Ali 457 a nil Die _ ems; �•- ..,� µms" - �. t a AI.�YS ..IAa r , P01NT ,f< r e x.,.<,..��x.� T' ,..._- a.�.�.v..,...».,,...»®o-,.....,, ,:K,�,U yiy ..,,.�.n,�.., �,�<><»�..<....:,.....>;•�,.wx a»,,.�.;,n,,x •.m,.._.,.,xA,w,x�..:,,.„.,:,.,...„.. s,.,.�.•..m,.~.._.w....,>.s..,<..,,. PC)ST-DEVELOPED Ln E H DATE w U 42231 N (2u 12/14/2018 = U N u a o 1.J } DRAWN BY M rV A. FONTAINE DESIGNED BY A. FONTAINE > E CHECKED BY I, C. SHIFFLETT -6. E SCALE Lu c E Q Lu u 3 aur1�p Lu t! �4CD z c) O LU Lu Ch ® �~ (D Ln zpu1w U �x Ln `L Lu U _ 0 H 0- o z Ln 0H r o O W co O r- W CD J ow 0 (D Z) 0�/ Lf. w > W I- r) Q z 0 z W 0 U n.. > N O F_q i 3 ,/ Lij 2 to 0 Q j�r\)i sz LLI Lu o wm z �C 0 0 > n z tf � LJ U �- W � U p� �m N pW 3 0 Q rL��LF/I � a Z N 4 7p C O O � c O O l- N O c 00, 0 CL LuzN 2a g x 0 O O� 0 N � fn B 7 3 N U N O Q% U y= �N �o o U C O O 7 � U O � � c O � tV � �U JOB NO. H DATE w U 42231 0 2 (2u 12/14/2018 = U 0 a o 1.J } DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY I, C. SHIFFLETT SCALE 1 "=30' z W 0 U n.. > N O F_q i 3 ,/ Lij 2 to 0 Q j�r\)i sz LLI Lu o wm z �C 0 0 > n z tf � LJ U �- W � U p� �m N pW 3 0 Q rL��LF/I � a Z N 4 7p C O O � c O O l- N O c 00, 0 CL LuzN 2a g x 0 O O� 0 N � fn B 7 3 N U N O Q% U y= �N �o o U C O O 7 � U O � � c O � tV � �U JOB NO. o w U 42231 0 2 (2u = U SHEET NO. a o 1.J L NOTE: PER THE GEOTECHNICAL REPORT, EXISTING ASPHALT PAVEMENT SHOULD BE REMOVED AND HAULED OFF SITE. ABANDONED BURIED UTILITIES AND UTILITY TRENCH BACKFILLS SHOULD ALSO BE REMOVED. SPECIAL ATTENTION SHOULD BE GIVEN TO REMOVE ANY REMNANTS OF THE PREVIOUS RESTAURANT BUILDING, INCLUDING FOUNDATIONS, UNDERGROUND UTILITIES, GREASE TRAP, AND /OR OTHER PREVIOUS CONSTRUCTION THAT WAS NOT REMOVED DURING THE PREVIOUS DEMOLITION ACTIVITIES. .-, a/ I.. aE i't,br La , a-1 t "" ' �� li t I I$d ~ e _ ! fry ds, ,( r{3 ; tr%r :, ;.a. ;_,E e, :,. , } e E �, 4 4 , i !,r A� D �,_L,,4I_,!' Er,_, a x• L, °�:, _0W 11 , la 11 4 t- ,� � 'E' ,=�zs ' i - - rt pf + > l . d a C t�fi t I� id 1 i,c .: 4 l�a ��_ : Il,l f /11 11 - -iii t I;j" "� t`v v P P ? '2'm,.�' `w'Y�7 f':Ci't s i {t _. - b --_ _. _�� ryt � 1 f I r, s _ _ - 8 f \ „ ._ .__ , i " £. 111___1. ,1,111_._. -.,....d` ,_.-.. I -. - _ 1111. .xare=- .b ,,.. t-za. �% ..it +w' :. x _.,` ,.--. , ... + d " em, s. .tf.,, / Y ,.. a3y S..{ -1 4. d.,. �.,-..X'S='• __.�,. ........�_...... 1111$,. 1"111 .._, <...- 1111,. :.c,.._„" ............... ..»",.", „yY,'.`^��- ".,,, mvm....,._...,m•-1111 1_11»»1, ........,._ ... .<.- ..._,_ ..-., ,'Awm...:.. 1111.. s55 ss, F :.w . t 7 f : �d 0 %1X fi7 3.,, ) f ' FS ' y M 9,..; ( �, $ n. ' -.M ti. % d , _ y,';,al '" , ", , ....,,.e,... . •_ __• i • � _ .,,.. °+�.,. .. t' 3._S,n,s 3t�ar"a s., vs. tl ru,s..'.:,,.,, i; el_., 9a.�. r -, " f t i. ,.r„ �. '�.,'w-L;s I �, f: 4J$� .. w ate.. ....µ;: - .-__ __ ... -�,.. , 1111 ...� r /_, d 'L 1111.. ". `. _ _ e ,�;- 7�r ,,�.__ -,»,. e.*ry "�•'3"� - `P/ f� - -... _ 1111 > , s. -._ . .-__ ._........ , ,.„ .f.-,. , ... 8 5Iff _.... :,1111: _:_ .....,...... 1111, ._....am - _, AL _' t , t s' Sr'liALT _ I r �, 3 .. I—- 6r ,J i 1, ;P t d " ,,,. v r . , '`t. .. J / y`±' t�P #'-[ A � ><, r 2T 6 - .' .' .' . . . . . .' . . . . . . . . . . . -• ,'11 " s , 1€ } f> -~- I . . . . I ." . . . � . . 1, � I . . . . . . . , . . . . . . . . . 1� . . h N /[ [(( i a a /j ,y ,s ..w:.. w.K,-•. A , , : d t €€ 1a/�".,: i.six' ti l - 4d ` /YJ f'I f -'_1__ /Z REMOVE ! »,Etas "I �I 'C',U - '0,, � , � r4; AJ Ie'; 4 °x'114 L.; r ' � $ � �' y� sI .1 CONCRETE' - . ?iF� . ' . ' / „,1, F "_ xrP^'Ss"€ j C:€ a :v r J.. .r:' �,.. =..r` ,9' .,.Y"^ :..^r ��./ PAD / / ;v ,1 s s g ? B k t E € . ASPHALT . ' . ' . ' . " . ' . ' , x, t,r €� , ,” h 3 . �. f , LL 1, i , / REMOVE . ' . . . v �xT • ,.,r - . P� 3�."� � . PA r /` � Nab , £r. / h.; -);; t ° 1' TREES ,' , . . . ." T . . . .' .' .' . _ 4 . '% // , - -- 3- w_ _w R �� _1.111 v..:__._. � REMOVE . / ,�,j a - > - 'x . 1. �/ A �. �' >�`3 UUIOE. A,15 ; ?_ ;44 =a � �� E� ; P.; i _t ..k . ' . . ' . ' . ' . ' . ' . ' . CONCRETE' - - , ; . ' . - . / t _ pfr I'""?:" i s.a,., a. ".� -•"9'� ''� 4 ,8 ••t _ . BAS' C4•, �_, : ' / . 1 .' j jI 1 l e E ,ems p . ' , . ' . ' �_�CAY� , . . ' . ' .' , ' . ' . ' .,. �,' i - 1 . ' . "�' // : � f `" � J , . . ' . . ' . . BASE • • ' . \. \' � ,. 3p • " / r•/ lO 9?T cid; ��, g' dfY144 q % T_� \ r GRASS ,r „. . . . x ,•' r` , r / atAss I, I I / a, ` ., . . . . . . . �t / fro r; /'f °� i , } / :k . ' . ' . . , . . ' a . • . ' , ' .i . . f/ E at a vi a i/ / l J r, f / ar �' e;/ I r . ' ,Y .__ ._-._ s `t___, ,____w_..- .-___ _ I: p ,, r i . ' . ' . . ' ;' , ' . ' . ' . . . , .� i �:1 III111 . > _ / .p amass r € , "' �; g 43' HOLLY / �t -;Ab t iAI& 4 i='51 i i - 20' HT. PARKING LOT LIGHT FIXTURES �>i I 4` i } !r , 1. a v v 1+ a>��ses : ' . ' . -- = '+eco,,s';:. ._ ...... • . .. . -. ' - ... �.zac"iz. ... , .. ---.F .., n IE y I s f I , i '< I: E , : i I ri f C ; ' // QUE BIC (4) i 25.3' f` LA ACE it 40'U11iaE C_7,45 MAIN E45E"1ENT I rr(/ r PER D.�. 4(7, FG. 341 � _ - - ... �..._ _._._.._._. _ ... „ __... -- -- :_ _ --- v ri rr r` r AV It H . j f / i s s I 41 J YL /, h i -- ---- - — A-V - ---- - !T r- f ET (2) IJ 1 B HER ' r , GA6 MAIN EASEMENT/ r �' PER D.B. 1x34, FC -s, 113 j i yle e f 0 V"�i3'� / f i r m X / 1 „ i ;.:.t e _.. 1. ! % i I / I , lid YI 1 � '1!'4l f� r.; �� € it } , � ( %� _. .. <5•, � � i r''J ! � .° r ! i ! .:, `,r, ill I.!, Ir 7 % il:l I 1 , r j I J/J I rr 1 , / , r h ' i ...__>_�_._.._..... ..... F _ .:._ : t _ x r' r :g 3 -SHRUBGRE NNG (r , 441 /IVl SW co ( .._. r . G � - I /9 L. — -- -- — -- -4— iS,4-- -- -- -sant r 7 if ✓ ,, - - sAnt — - - -Ai -SANI— �SAry ry — -- -- sang -- - _— •\ r � IN N ( / \ �I f i I TT I S : I r r ; 4 I it I if ' OHP— r , I .. .� • ! - pit \p'' \`ti', OH — w VOL- jj _ VV --- -- ----- _ ._ .. ...... .._ ...._.-__ I _....... ,I , _ IiDE 12 S E M I N O L E T R A I L 14.5' 244.6' :nz-:.�.•m.:;r,•awxamHua�m x...e:.�ers�.:u.._.awumwume�owx�muvn:.n,+nWa=._esa.r<.a,vaarcms«,•�resw:,x.,:uarm �nura.ssa,rama- _. .. _ SCALE V=20' 0 20' 40' 07�7�LTH of G� ' ANK W. H```� C C' III z WW 14 )t 12/14/18 w SPE A� LnE H DATE N cv a 12/14/2018 ro } DRAWN BY M. RACHNER 0 M. RACHNER > E CHECKED BY F. HANCOCK E SCALE Lu ~ E v d ujLu 1"1 ¢<QC�l® z O uj uj M ® Laj fn zo50 {) O-,.,e Q U ®z m O Lin V) r N Gi V) Q > mo d ® —,m CD -j CD ui ui re Lu W Lu 1— Q z O 011 ii N uj U C a) ° SO s H O O ° a Q T SQ L 0 U 7 zQ O 0 1 —j > m N .J �- cu Q a CL W °} <� W QO m Z o� UJ < Z C) O � � O wN 6 0-O AOMMINk w �: Z 2 oV) �%CL 2i(D If 0 0 Q� 2'§ 4i C ! '— N C6 U NC O O U N C O (A U � O N �g U � a W N .a U JOB NO. o U)Y U 42231 @_ N o � U SHEET �NO, a o y .E H DATE 12/14/2018 0 } DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 "=20' 011 ii N uj U C a) ° SO s H O O ° a Q T SQ L 0 U 7 zQ O 0 1 —j > m N .J �- cu Q a CL W °} <� W QO m Z o� UJ < Z C) O � � O wN 6 0-O AOMMINk w �: Z 2 oV) �%CL 2i(D If 0 0 Q� 2'§ 4i C ! '— N C6 U NC O O U N C O (A U � O N �g U � a W N .a U JOB NO. o U)Y U 42231 @_ N o � U SHEET �NO, a o y .E d cl fl L HEIGHT VARIES WITH PL 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INIFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST ILAYER AMENDED SC)IL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUE] 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOC 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWL� SOILS. DO NOT COVER T THE ROOTBALL ROOTFLARE SHALL ABOVE FiNISF PRUNE 1:1 SLOPE 01 PLAN SCARIFY SIDES BEFORE PLACE RO UNEXCAVATED OR TA MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP X OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP X OF BALL BACKFILL PLANTING PIT WITH I l 1 NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR ! i. I { I -- � I ... _ i , I FERTILIZER B&B CONTAI NER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE ROOT BALL 12 GAUGE GALVANIZED WIRE �— 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8'2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 24" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER !j 6" SAUCER 11 REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE STREET TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE CANOPY SF ACE AU4 5 ACER RUBRUM 'AUTUMN GLORY' AUTUMN GLORY MAPLE 2.5" CAL. 397 BET HER 2 BETULA NIGRA 'IHERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. 397 GIN PRN 8 GINKGO BILOBA PRINCETON SENTRY' PRINCETON SENTRY GINKGO 3.5" CAL. 14 PLA ACE 7 PLATANUS X ACIERIFOLIA LONDON PLANE TREE 2.5" CAL. 368 QUE BIC 4 QUERCUS BICOLOR SWAMP WHITE OAK 2.5" CAL. 299 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE Ld H MAG SWE 112 1 MAGNOLIA VIRG INIANA I SWEET BAY 2.5" CAL. 100 CONCEPT PLANT SCHEDULE SHRUB -SCREENING 64 PARKING LOT LANDSCAPING 3,533 SF I SCREENING SHRUBS 907 SF l I STREET TREE REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED SEMINOLE TRAIL 259.1 LF 1 LG TREE PER 35 LF 259.1/35 = 7.4 8 LG TREES 8 WESTFIELD ROAD 232.64 LF 1 LG TREE PER 40 LF 232.64/40 = 5.8 5 LG TREES 5 INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 31,3641.61 SF 31,364.61 x .05 = 1,568.23 SF 1,569 SF 6,763 SF TH O in E s * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS " o r� v PROVIDED 1 LG. OR 1 MED. SHADE PROVIDED QUANTITY 1.42 AC (GROSS SITE cv � 10% COVER TREE PER 10 PARKING 74 PARKING SPACES 74/10 = 7.4 > E 13 LARGE SHADE TREES SPACES = 6,185.52 SF -6. E M. RACHNER _ LU � CHECKED BY i F. HANCOCK E� SCALE ¢ LU Ld H a0®o z o Uj w M [:'� � aj Cq r zpU)00 >�X U) w ®0 3: ro® Q Ln p f" N o cn -0 ®N > 0o LU CO �00 ®_j C)Uj vi O (D O r l ll >LU Uj a z INTERIOR PARKING LOT LANDSCAPING REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. OR 1 MED. SHADE PROVIDED QUANTITY 1.42 AC (GROSS SITE 0 10% COVER TREE PER 10 PARKING 74 PARKING SPACES 74/10 = 7.4 8 LG. OR MED. SHADE TREES 13 LARGE SHADE TREES SPACES = 6,185.52 SF DESIGNED BY TREE COVER CALCULATIONS per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA > REQUIREMENIF CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 0 10% COVER 1.42 AC x .1 = 0.142 AC 6,186 SF $ 300 SF AREA) M. RACHNER = 6,185.52 SF DESIGNED BY GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERAINATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. Uj < o LLl wM -0 Q IQ 0506 ! D LLQ O = QLU 0o d LL1 a w0 a— < tY] o J Q2- Q 2z so 71, CO o w f"'� `6 0 °✓J c �u) _ M � o 0 0 m o zN o� 20 ;1 xQ 15:5 0 0 o .§ 0-0) Wc 3 N X .s N U �E2 (6 = o (� z_ U � U � 0.sC c� U JOB No. N o u) ._ � U 422231 C o U SHEET NO. l-sga o L2.0 �– ch DATE N U U C > > Q) Z 12/14/2018 O N 0 OL 0 T B DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY i F. HANCOCK SCALE NTS Uj < o LLl wM -0 Q IQ 0506 ! D LLQ O = QLU 0o d LL1 a w0 a— < tY] o J Q2- Q 2z so 71, CO o w f"'� `6 0 °✓J c �u) _ M � o 0 0 m o zN o� 20 ;1 xQ 15:5 0 0 o .§ 0-0) Wc 3 N X .s N U �E2 (6 = o (� z_ U � U � 0.sC c� U JOB No. N o u) ._ � U 422231 C o U SHEET NO. l-sga o L2.0 �– i i..i.J N U U C > Q) o 0 O N 0 OL T B Uj < o LLl wM -0 Q IQ 0506 ! D LLQ O = QLU 0o d LL1 a w0 a— < tY] o J Q2- Q 2z so 71, CO o w f"'� `6 0 °✓J c �u) _ M � o 0 0 m o zN o� 20 ;1 xQ 15:5 0 0 o .§ 0-0) Wc 3 N X .s N U �E2 (6 = o (� z_ U � U � 0.sC c� U JOB No. N o u) ._ � U 422231 C o U SHEET NO. l-sga o L2.0 �–