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HomeMy WebLinkAboutSDP202200038 Plan - Submittal (First) 2022-06-06ALBEMARLE COURTS COMPLEX -WEST MAJOR SITE PLAN AMENDMENT ALBEMARLE COUNTY -CITY OF CHARLOTTESVILLE, VIRGINIA SITE DATA: 1 :. u : • • _ : �iT�l_1[tiT��PuI.7:[�i7777Cti;�� 530033000 TOTAL SITE AREA: 1.31 ACRES LIMITS OF DISTURBANCE: 7,126 SF IMPERVIOUS AREA: EXISTING 0.50 ACRES PROPOSED 0.53 ACRES SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540) 885-0920 DATED: OCTOBER 8, 2020 DATUM REFERENCE: VERTICAL: NAVD 88 ESTABLISHED THROUGH LEICA SMARTNET HORIZONTAL: NAD83, VA STATE GRID, SOUTH ZONE MISS UTILITY TICKET NUMBER: A025302172-OOA (DATED 9/9/2020) USE: CURRENT: ALBEMARLE COURTS BUILDING PROPOSED: ALBEMARLE COURTS BUILDING ADDITION ZONED: (DNH) DOWNTOWN NORTH CORRIDOR MAGISTERIAL DISTRICT: JACK JOUETT OVERLAY DISTRICTS: HISTORIC PRESERVATION OVERLAY PARKING MODIFIED ZONE RECEIVING WATERS: ST. CHARLES CREEK TO RIVANNA RIVER SETBACKS: PRIMARY STREET FRONTAGE (E. HIGH STREET): 15' FRONT MAXIMUM SIDE AND REAR - NONE REQUIRED (NO LOW DENSITY RESIDENTIAL ADJACENT) LINKING STREET FRONTAGE: 10' MINIMUM, 20' MAXIMUM ADJACENT AREAS: NORTH - E HIGH STREET EAST- PARK STREET SOUTH - E JEFFERSON STREET WEST - 4TH STREET NE ALLOWABLE BUILDING HEIGHT: TWO (2) STORIES MINIMUM FIVE (5) STORIES MAXIMUM FOR PRIMARY STREET FRONTAGE THREE (3) STORIES MAXIMUM FOR LINKAGE STREET FRONTAGE THREE (3) STORIES MAXIMUM FOR CORNER LOTS PROPOSED MAX. BUILDING HEIGHT: PROPOSED ONE (1) STORY ADDITION; TWO (2) STORIES EXISTING PARK ST & THREE (3) STORIES EXISTING E HIGH ST *EXISTING PARKING LOT FOR JESSUP HOUSE TO BE MODIFIED WITH PROJECT. JESSUP HOUSE IS 6,286 SF. SEE BELOW FOR PARKING CALCULATIONS. SEE SHEET C2.0 FOR LOCATION OF JESSUP HOUSE. PARKING SPACES REQUIRED: PARKING REQUIRED (COURTS BUILDING): GENERAL OFFICE USE: 1 SPACE PER 500 SF OF GFA = 3 SPACES [34-985.B.2] REDUCTION (BUS STOP 300 - 600 FT): _ -2 SPACES TOTAL = 1 SPACES OVERALL TOTAL PARKING REQUIRED FOR PROJECT: 1 SPACES TOTAL PARKING SPACES PROVIDED: 1 SPACES *THE REMAINING 1 REQUIRED PARKING SPACES ARE TO BE PROVIDED OFF SITE BY AGREEMENT BETWEEN ALBEMARLE COUNTY AND THE CITY OF CHARLOTTESVILLE IN THE MARKET STREET PARKING GARAGE, WHICH IS WITHIN 1,000 LF OF THE PROPOSED BUILDING . [REF. SECTION 34-971(e)(4)] LOCATION OF NEARBY FIRE HYDRANTS: 1 LOCATED ON THE SOUTHWEST CORNER AT THE INTERSECTION OF E HIGH ST AND PARK ST. 1 LOCATED ON THE NORTHWEST CORNER AT THE INTERSECTION OF E JEFFERSON ST AND PARK ST. UTILITIES: CITY OF CHARLOTTESVILLE PUBLIC WATER AND SEWER. PROJECT TIMING: THE ANTICIPATED START DATE FOR THE PROJECT IS SPRING 2023. CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO LAST APPROXIMATELY 12 MONTHS. WETLANDS: NO WETLANDS ARE IMPACTED AS PART OF THIS PROJECT. FLOODPLAIN: FLOOD HAZARD ZONE X. THIS SITE IS NOT WITHIN A 100-YEAR FLOODPLAIN BUILDING AND SITE SIGNAGE: TO BE SUBMITTED UNDER SEPARATE COVER. SITE LIGHTING: PROPOSED LIGHTS WILL NOT EXCEED 3000 LUMENS. THE MS4 REPORTING CHART HAS NOT BEEN INCLUDED AS THIS SITE IS LESS THAN 10,000 SF. 06/03/2022 {� VENAIBLE r. 4 1ti Elul irk �'' � I@T H AJ4 0 'PAGE' o _ r - Iry PARK AVENUE `%L - SITE LOCATION j r ti kk Ilt i Gli ilk T. �. r r %?Iwien Muir � r r' • 1 em s, fbik n3 vI © 2021 Microsoft Corporation © 2021 TomTom ; iF ,7 VICINITY MAP SCALE 1" : 2000' OWNER: CITY OF CHARLOTTESVILLE & COUNTY OF ALBEMARLE PO BOX 911 CHARLOTTESVILLE, VA 22902 CONTACT: WALTER HARRIS TELEPHONE: (434) 872-4501 x 3421 EMAIL: WHARRIS@ALBEMARLE.ORG ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200, CHARLOTTESVILLE, VA 22903 CONTACT: BRYAN CICHOCKI, P.E. TELEPHONE: 434-327-5380 EMAIL: BRYAN.CICHOCKI@TIMMONS.COM Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.1 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS C3.2 EROSION AND SEDIMENT CONTROL PHASE I C3.3 EROSION AND SEDIMENT CONTROL PHASE II C4.0 LAYOUT AND UTILTY PLAN C5.0 GRADING AND DRAINAGE PLAN TOTAL # OF SHEETS: 11 PUBLIC UTILITY NOTES: A. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. B. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES. C. PLEASE CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION DEVICES. D. THIS SITE PLAN APPROVAL SHOULD NOT BE CONSTRUCTED OR INTERPRETED AS THE CITY'S VERIFICATION THAT THE SITE PLAN COMPLIES WITH ALL REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT. SIGNATURE PANEL DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE ryan D. Cichocki Lie. No. 53741 6W& ui 0 0 0 x 0 w w U Q z 0 in > o- 0 r N z 0 LM z O E U w 0 Z O U0 w w Q 0 DATE 06/03/2022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B.CICHOCKI SCALE AS SHOWN V w I X w a- 37 0 U M I..L 0 U w J w J ln� \w 0 U JOB NO. 46372 SHEET NO. C0.0 L GENERAL NOTES: I ITTI TTTrP DRAINAGE SITE PLAN LEGEND 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 OF 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 DETERMINE 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 GRADE 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 DEPARTMENT OF UTILITIES 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 AREAS 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 SLOPES 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. 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. 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/�AT TI Rl 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 181, 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. BUILDING STREET NUMBERS SHALL BE PLAINLY VISIBLE FROM STREET. 2. A KNOXBOX 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 13.5'. 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. WHERE 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 CONSTRUCTION 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. SMOKING 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 WHERE COMBUSTIBLE MATERIALS 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 85,000LBS. 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. EXISTING PROPERTY LINE ® POST/BOLLARD SIGN BUMPER BLOCK ® TRAFFIC CONTROL BOX O UNKNOWN MANHOLE STORM SEWER 0 STORM SEWER MANHOLE ® CATCH BASIN ---SAN--- SANITARY SEWER 0 SANITARY SEWER MANHOLE w- WATER LINE ® WATER MANHOLE ® WATER VALVE FIRE HYDRANT GAS LINE O GAS METER GAS MARKER uG - COMMUNICATIONS/TELEPHONE LINE O TELEPHONE/COMMUNICATIONS MANHOLE ® COMMUNICATIONS VAULT ---uGa--- ELECTRIC LINE ® ELECTRIC MANHOLE m ELECTRIC PULLBOX p ELECTRIC METER 0 UTILITY POLE DECIDUOUS TREE GUARDRAIL 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 --X- FENCE - -XXX- - MAJOR CONTOUR - - - -XXX- - - - MINOR CONTOUR 0 SURVEY CONTROL MONUMENT A SURVEY CONTROL POINT 0 ROOF DRAIN PROPOSED WATER w GAS c STORM SANS SANITARY CATCH BASIN STORM MANHOLE SANITARY MANHOLE ® OO SANITARY CLEAN OUT } FIRE HYDRANT < FDC METER SETBACK ® WATER VALVE ® BOLLARD STREET SIGN FENCE X MAJOR CONTOUR XXX MINOR CONTOUR XXX 0-0 SITE LIGHT XO PARKING SPACE COUNT TC TOP OF CURB GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION AS REQUIRED UIRED BY THE LOCALITY. THIS Q INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, EXISTING ASPHALT, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. 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. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. 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. 8. IF PRE -CAST UNITS ARE TO BE USED CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 9. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 10. 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. 11. 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. 12. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 13. 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. 14. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 15. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSES FOR DEPTH TEMPLATE 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). 16. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. 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. 18. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, OWNER AND CITY OF CHARLOTTESVILLE PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON PUBLIC ROADS. 19. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE MOST CURRENT UNIFORM STATEWIDE BUILDING CODE, VIRGINIA CONSTRUCTION CODE, ICC/ANSI A117.1-03 AND 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN. 20. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 6 Bryan D. Cichocki U lie. No. 63741 ix�� O�L�to_ r: ^� E 0 o N � N C > E w v E LL 3 p LL o- w O `6 0 W L M Q�_j U00 W J -Lr; rn C7W NV w �O'x LL p Q v ur) =v>m ~ c 1^ ° rn N W M as � o w �H CL O ce 0 z 0 a u U Lu W 0 z 0 Ln w w p DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B.CICHOCKI SCALE N/A V/ W X W J 5- 0 u Lr) I..L O U W �J/ I..L Lu co J a Lu 0 0 a Lu 0 z JOB NO. 46372 SHEET NO. C1.0 Bryan D. Cichocki 'Z U Lie. No. 53741 y6 IONAL�1 M E 0 a o N v N >E w a E a LL o 3 LL 2 O L M Q j U m Z w H —v O 1171- -77d (A O N CL 7 z " v U �x a�N� w � oQ �� o 2 N Z =U �� O_ ~ C � N >Lu N M A A a� W J u 0 0 0 w > w w = a Q O z 0 U7 DATE 0610312022 0 } DRAWN BY M. DENHARD • DESIGNED BY • M. DENHARD • CHECKED BY B. CICHOCKI • • SCALE • N/A • • CL V I W a z_ W> J w�/� J y/ Q w 0 of W U�o a U C) w z o Q D U Lvi u O� U�0 O W w J a Q w m J a coW J IOB NO. 46372 SHEET NO. Cl.l OR AS DIRECTED OTHERWISE BY THE ENGINEER TOP OF 3 12" 4" 2„R FINISHED OR AS DIRECTED OTHERWISE BY THE CITY ENGINEER � PAVING '�/A/ MINIMUM � SLOPE 1/4" ° PER FT. M�N� 3.7 6" 2"R CITY MIX 12" �r 4e 1 j� CLASS A 3500 CONC. 6" SLOPE 1" PER 18aee 8^_#4 ^ _ 13" � „ 11" DOWELS � 4 0—C 8"—#4 DOWELS /i COMPACTED FILL OR UNDISTURBED EARTH 4� 0—C n 4 � 2„R CITY MIX CLASS 6" 2 —0' g A " 1 1 3500 CONC. S„ NOTES: 1. THE DEPTH OF CURB MAY BE REDUCED OR INCREASED AS MUCH 15" MIN + —_ — AS 6"(15"-21"DEPTH) SO THAT THE BOTTOM OF THE CURB WILL NOTES: � COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT 1. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED a °° 21" MAX °° SUBSTRUCTURE THE DEPTH SHALL BE 18" AS PARALLEL TO THE SLOPE OF SUB —SURFACE COURSES PROVIDED A .OTHERWISE SHOWN. MINIMUM DEPTH OF 7" IS MAINTAINED. °. 2. CURBING HAVING A RADIUS OF 300' OR LESS (ALONG FACE 2. COMBINATION CURB &GUTTER HAVING A RADIUS OF 300� OR LESS OF CURB) SHALL BE CONSIDERED RADIAL CURBING. (ALONG FACE OF CURB) SHALL BE CONSIDERED RADIAL COMBINATION CURB &GUTTER. � 3. RULED JOINTS SHALL BE PLACED AT 10� O.C. — 6" 3. RULED JOINTS REQUIRED EVERY 10' ON CENTER, 1/2" PREMOLDED EXPANSION JOINT FILLER 30� MAX. ON CENTER. L:l2" 4. PLACE 1/2" PREMOLDED EXPANSION JOINT FILLER AT 30� MAX. O.C. 4. CONCRETE TO BE CITY MIX CLASS A 3500. ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED CITY OF CHARLOTTESVILLE CITY STANDARDS CITY OF CHARLOTTESVILLE CITY STANDARDS COMBINATION CURB STANDARD CURBING &GUTTER REVISION DATE SCALE: N.T.S. STANDARD NUMBER: CG-6 REVISION DATE SCALE: N.T.S. STANDARD NUMBER: CG-2 3" VDOT SM-9.5 PAVEMENT SLOPE 2% MIN. TO GUTTER PAN ASPHALT 1.5 TIMES PAVEMENT CUT MINIMUM EXISTING PAVEMENT THICKNESS 3� 8" VDOT # 21A MIN. 2" ASPHALT SURFACE COURSE a COMPACTED AGGREGATE AND 4" ASPHALT BASE COURSE a. TACK AND SEAL TACK AND SEAL EXISTING PAVEMENT COMPACTED SUBGRADE WITH STONE, SUB -BASE,' ..................................... CURB AND GUTTER 6" 6" ....................... COMPACTED �\ VDOT #21A...... �� \\ . . . . . . . . . . ............. /\\ 3" VDOT SM-9.5 PAVEMENT SLOPE 2% MIN. TO FACE OF ........................ �/\ CURB ........................ >\\/ ........ PAVEMENT CUT MINIMUM BEDDING AS PIPE REQUIRED o� a ° 3� 8" VDOT # 21A COMPACTED AGGREGATE 0 0 PIPE O.D. + 24" COMPACTED SUBGRADE WITH STANDARD SIDEWALK WITH CURB � CITY OF CHARLOTTESVILLE CITY STANDARDS CITY OF CHARLOTTESVILLE CITY STANDARDS PERMANENT PAVEMENT MINIMUM PAVEMENT PATCH EREVISION JDATESCALE: o REPAIR � N.T.S. STANDARD NUMBER: PR-1 REVISION DATE SCALE: N.T.S. STANDARD NUMBER: PP-1 UGT— - _ o - - - — — - - GT - — —UGT — - 8"MAPL UGT — - — —17 Wl�$ \ - — _�� L — — - — � QLD-DATR (MULTI -LINES) rPT1 O \ �\ (UNKNOWN COMM OWNER) \ \ I 11 1 UIG COMM LINE (QLD-DATR) \\ �i?— — — GP— — - — I — - � • _ � UGP — - — — U g ' UGP— — - \ UNABLE TO FIELD LOCATE uGP— >_ - _ \ \ —UGP— — —UGP _ — l/Gr UGP - _7� — _UGP— — - — —UGP— UGP— _� UGP \ 10"MAPLE / VG�� p�' / ' \\ \ APPROXIMATEL Y SHOWN FROM 1 10"MAPLE _ - - GIS UTILITY SHEET FROM 1 \ - GT — - CENTURYLINK. I 'UGP— — - c 15'BRICKWALL , BRICK WALK p98 — _ EX FIRE 1 Bryan D. Cichocki 1 17' BRICK WA l L —G UGP— — — — — UGP— t— — — — UG — — — UGP— — — — U P— — / Q. TW=499.2' , / HYDRANT / I r 6'GRANITEWALL _ _ 0 \ 1 _ _ _ _ _ _ash— ' \ lie. No. 53741 L �I _ 498 ___ - - - - -- W=495.43' i `,� 4 S '��B1C[CRBMP---------�----="3D - -----------------'�-- �- - ---�� I 499' _ _ _ — — — — 600 _ `I ' - - - 500 - - - - - - - - - � c�/� Y syy ,r � SIONAL �G \---7W=49Z03' Iv 1` I I I I ---------- J I U / / 1 b I © EL=4,96.24' - - ---- 501----- g0' / UIG COMM & 00 1 C p _ ''7��'a?� CA TV Q J I 5 8" DEC. I , I E Ia / 1� EL=49522' O 2 I IvJi / / to = I I U g °g`J I It ry I EL=495 19' EL=495.60' _ -497 _ _ I `v I FF=495.65' EL=49558 I E I I TW=499.94' pl TW=506.2' / 18"LOCUST I I - - - I > E -499- _ _ I Wog I I � _ °' E W N 3 / I I TW=50553' I I I Q U. 3 / i I I I HVAC SYSTEM ' I I ~ I w LL LL _ I COPPER IRON / I STORM SEWER I j ` Y ` a a � v oMo z - - / ¢ j nl (APPROXIMATE, TYP) I I EL 495.8>' ' ' \ I �— cc I 0 > 0 � 0 'yam I vl EL=495.71' I I TWL50>.T f/2"PE a o ry J U I I I / I CI9 G TQ__ G— TW= 0.9' C7 (A N a 3 I I 1 EL=49529' II 8" BRICK WALL lcn2' II �l I G �i O V) x Ln /_- -498- _U EL=495161. f0"DOGWOOD 1 I I \ I I I 3 I a S ry Z I I _ TW=506.17' I y V> 1O O m Lu/ EL=49520' &--r- 4--_ 1 1 U F Q u? .. FF=506.05' BRICK I , \ I I I I � _ MLn EL=49520' PATIO I APPROX. LOCATION - - - - - _ - - - \ m � o ry > / I I ELEV.=506.0,9' 1 I OF UIG CHILLER LINES ' - ' 503 - w I I I I I (WEAKFIELDSIGNALS) J I I I I i-- - - - - -- _ ow 7W=500.62 i 1\\ \ I j yp0 I \ I w I \ ' EL=49515' I I \I \ I \&,0 I a — —UGP — EL=49514' I S O BT1CK STEPS / I ��, \ N O I I 1 5RUNS �i �FF=503.33' i yi 6R/SES 15"MAGNOLIA II \I I 0 �,�;vg�� ♦ I 1 UG,CjIli, — — - UGT F 12"MAGNOLIA —J— — - UGT > w \ 40" WHITE OAK \\ >\ \\ 11 1 I I I1 I 1I IIII I Io I I I I II ¢ ,°J1C��IiI 7 I I ••• • • H 7214Q -QTW=505 -G I UIG COMM LINE (-) z CONCSTEPS TW=504. ' 1 UNABLE TO IELD LOCATE. o 6RUNS I I APPROXIMATEL SHON FROM (1) DATE 7 RISES I CNCSTEPS > TW=49861' °p °00 GIS UTILIT SHEETFROM3RUNS 06/03/202 2TURLINK4 RISES 0 Lu COPPER IRON FF=506.61' DRAWN BY STORM SEWER EL=49533M.DENHARD(APPROXIMATE, TYP) EL=49530 DESIGNED BYFLOOR DRAIN SD GRATE (APPROXIMATE, TYP) TOP = 498.59' a I' °�° M.DENHARD TW=500.62' FULL OF DIRT 24"BEECH 250 1 CHECKED BYCOPPER IRONROOF DRAIN STORM SEWER(APPROXIMATE, TYP) y (APPROXIMATE, TYP) 2STORYBRICK B.CICHOCKI 410 EHIGH STREET SCALE BRICKRAMP 1"=10' FF=506.09' I• CONC. STEPS RUNS 3 RISES Om FF=506.09' I WALK 30"MAGNOLIA/ I i / I I Q cl rw4ss4r FF=506.16 6, I HOL14Y I I I I I I 1 w r I11 I I W W/LLAT I I I I BRICK STEPS 4 RUNS — —UGP 5RISES � a Is Q ?I 1 I II II CONC. STEPS I / PN. 530033000 I / / I I I yoti \ \ I\ 1 I 3 RISES I\ CVIRGINIA AND COUNTY/ OF I / I c0 I I , 0 Lu 36"DEC. / \ TWt503.87' ,, U \� —UGP— — - — u P— — - \I/GP 1 I �- -- \ ---0 ALBEMARLE, VIRGINIA o o I I I I m J I 1 ` 1 / UGP BRICK WALK I / I I ^ W \ 1 1 1- j COPPER IRON I I LL Z \G I I 1 UGP - I �^ Gp Y BRICK STEPS I STORM SEWER Li \ �I ,/ I II I ► w� II I pO(APPROXIMATE, TYP) W3 PUNS 4 RISES MaO m FF=505.75' �Q I I Q z ,I I cnuo ° c� \ \ \ \ \ LSA LSA \ TW=504.77 N _ 0Buz 8"BRICK WALL \ d 8"BRICK WALL 8 C� j �j I --I 1 \ \\O 24"PINOAK 40"DEC. I --I ;kv\ I L =)w \ EGA O X KSI17E W W I 16 \HOLLY \ \ I / < 16"HOLLY \ \ BRICK WALK rCONC Lu J. STEP / \ , Q.O Q \ o GA \\ \ JJQ w -503 `roc, I / / Q _ _ — ---_— \ \ I w 503'--_- �_- -� \ , y01% \ 1 I \ m \ I / I W I —p-----UGP 24"O K \ T - 1 ♦ J \\ \ \ --UGP\— \ GPJ I \\\ I \ 8 _UGP_ v UIG COMM LINE,(QLD-DATR) I UNABLE TO FIELD LOCATE. I \ \ 36" DEC. UG m \ \ \ TW=5o3.39' I APPROXIMATEL SHOWN FROM I \ Z \ I GlS UTILITYSHEET FROM I Z 1 \ I CENTURYLINK. I I I 'kN 12"DEC. ` \ SO GRATE I I I I I 2 \ I 36" DEC. I \ \ TOP = 502.28' 12"DEC. 20"DEC. \ \ \ \ lNV OUT = 500.88' 4"PVC SCALE 1"=10' 12"DEC. JOB NO. `\ 1\ \ \ , , _502-_ _ 46372 0 10' 20' - - mj� SHEET NO. \ — — yoti C2" 0 15 'BRICK WALL \ - - \ `\ \ `�� 15"BRICK WALL 15"BRICK WALL , — UGT k O ul — — - EUGT i - — quo l — — - .,,,. . __ - _� \ \ i I GT — — - — —UGT — -�-�- 8"MAPL I S UGT - — —� $ \ - �c — — I — - — (UNKNOWN W (MULTI -LINES) �91" \ q2 'UGP_ (UNKNOWN COMM OWNER) UIG COMM LINE (QLD-DATR) �?— GP— — - — — REMOVE UGP — U E ¢� uGP _ - — r UNABLE TO FIELD LOCATE. - \ UGP— — t —UGP - — —uGP �� t / \ UGP _ - _ UGP— —7 - — —UGP— — - — —uGP— UGP-4-1� _� UGP \ 10"MAPLE u / 6KICK p90" C APPROXIMATELYSHOWN FROM 1 10"MAPLE \ DRIVE 13611 i / \\ _ _ GIS UTILITY SHEET FROM ^ GT— - CENTURYLINK 1 'UGP— — - I 15'BRICKWALL / BRICK WALK / ikga ExFiRE I 17' BRICK WAIL —G UGP— — - — — UGP— - — UGP— - P / a TW=499.2' 1 / I r 6' GRANITE WALL — uGP _ / HYDRANT p /---- (01 REMOVE OI 1 6"SO _ _ C_O_NCR_ETE qg8 REMOVE BRICKWALIS- - - - - - 500 3 W=49543' .� 4 S r-BBICKRAMP---------�- r-- - - - - - — — — - -I- - _ SIDEWALK -- - - - 1 ,499' - - - - - - - - - Q I s - 500 \ TW=49703' I / \ I I ©c m� I I I I RE OVE BRIC AL E- OVV�ICK� L - - - _ sm- - - - - _ � -1 � I i 96" O / U/G COMM & I- 00 1 CAN ¢p J 5tj I I ^'� E EL=495.22' 6 U 2 l c) �y a"� I p I I rn NO I EL=495.19' ° EL=49560' / / / �•h'i I ¢ O _497- - - �,. FF=495.65' EL=49558 _ I I TW=499.94' pl I TW=506.2' / 18"LOCUST / I E CONSTRUCTION ACCESS _499_ _ - -I %'9'9 I I = > E PARTIALLY REMOVE cy / I I I �1, vvROOF DRAINS AND TW=50553' ^ ' a LL RELOCATE TO SERVE EX HVAC SYSTEM v I w O COPPER IRON I 40 - �J NEW BUILDING ^ IITO BE REPLACED \ a a oMo z STORM SEWER DOWNSPOUTS EL=49581' , , \ O w J -� O a ¢ I (APPROXIMATE, TYP) 3 1vl EL=49571' T1�=501.7' O G 1/2"PE - Ny= 0.9' p W N N a_ 11 p G— �_ G zf w a ¢ E 8"BRICK WALL 1 i' 1 I I I o U _ -498- - - - _� U I L=49529' .� 's [i'� 10"DOGWOOD , 1 \ Y � v 'i Lu U 2° 1 1m EL=495.26'�\ �•l% ; 11 �ONT AC OR TO I x v N z Lu LIMITS OF DISTURBANCE = 7,126 SF - / \Ln m W 1 r 4a C9 _ mmw����� �t ���� �� F�RQT T'IGP b Fv > O � , / L - - © EL=49520' - 1 E Y x Q � .. FF=506.05' BRICK m EL=495.20' PATIO APPROX. LOCATION - _ _ - - - - - - - , \ I I m 0 ry > Ila I I OF UIG CHILLER LINES - ' 503 - m w I I (WEAK FIELD SIGNALS) V= 506.02` 00 J j I EMOVE---___- (GAS LINE \12' 0 i ow I rw=soo.s2' REFER TO ARCHITECTURAL EX CONCRETE I T TO BE ABANDONED \ I 5p0 I \ W ~ I PLANS FOR BUILDING 41 r PAD IN PLACE \ I \ I I N EL=49515' DEMOLITION PLANS 1 1 ��������� ����������������������� ���!•���J■ I N / I I \ j I Sp I v � — _UGP— — I I EL=49514' 8/RICK STEPS / 1 s�.>', \ I I 2 O REMOVE BRICK PATIO, j I SRUNS EX UTILITIES TO 'G � _ \ 1 �I STAIRS AND RAIL �I 6RISES / 'BE RELOCATED/ / \ I , \ v l FF=503.33' o� / REPLACED \ 15"MAGNOLIA a I O II I UG, - UGT F a ivy j G\ 12"MAGNOL/A k�vo U w —UGT - UGT p Lu 40" WHITE OAK I ' `�I 1 - _ _ - - - _ \ \ \ p ~ l Q- iY-M�IGNOLIA I I I I i mW Z p TW=505 1' \ I Q ¢ ¢ I METER G \ UIG COMM LINE (OLD-DATR) I CONC. STEPS TW=5o4. I 3 1 UNABLE TO IELD LOCATE. I DATE I I 6RUNS REMOVE BRICK WALLS I v cYi I I I APPROXIMATEL SHOWN FROM TW=498.61' I I 7 RISES 1 3 RUNS CONC STEPS \ II UI m m GlS UTILIT SHEET FROM I COPPER IRON m j �� 4 RISES a\ I I rENTURYLINK. m� 0 06/03/2022 �I STORM SEWER L=495.33' / FF=506.61' I DRAWN BY (APPROXIMATE, TYP) EL=49530' - /� I I �a M. DENHARD I FLOOR DRAIN 1 I I p'' I\ I I I • DESIGNED BY SD GRATE I (APPROXIMATE, TYP) PARTIALLY REMOVE 11 I I ° wI \ TOP = 498.59' �/ 1 I a �/ I ROOF DRAINS AND M. DENHARD FULL OF DIRT I / 1 I ~ n 3 / Tw=5o0.62' I RELOCATE TO SERVE I I so I I I • ROOF DRAIN COPPERIRON I NEWBUILDING 24"BEECH 1 o I I 2�o I \ I I • CHECKED BY (APPROXIMATE, TYP) STORM SEWER ly DOWNSPOUTS 1 w • B.CICHOCKI (APPROXIMATE, TYP) IQ 2 STORYBRICK ¢ 12 I • Y I I I I P 410 E. HIGH STREET 1 11 I I 12 \ d • SCALE U O U I I \ BRICKRAMP I� 1 1 3 2 LIMITS OF DISTURBANCE = 7,126 SF m i 0 I 1 1\----// \ I m I o° I p 1"=10' FF=506.09' I • \ I I d 2 m I CONC. STEPS \ I A �I I C! I • 2 RUNS I I I FF=506.09' 3 RISES \ I I I � � L • / BRICK WALK 30" MAGNOLIA I I 7� \ / / 0 _ - - / * _ � J FF=506.16' I II I II IL --- 4„—SD ♦ EX PORTICO SD J6"HOLLIY l I TO REMAIN I I I I i 11 II j II w \\ I W/L LA BRICK STEPS II I / \o / 2_ _ 4 RUNS _UGP, / I 41 /� 5R/SES SAW T (TYP.) I j // \ 0 Is oti.' ' Q 1 1 REMOVE / PN.530033000 \ I / I I I 6 I I N (D \ 1 1 2RUNS CONC STEPS 1 - CITY OF CHARLOTTESVILLE, / i jk `x' (� 36"DEC. / 1 3 RISES 1 \ I TIN�503.87' I U '` I VIRGINIA AND COUNTY OF / / 1 1 �- -- ---0 ALBEMARLE, VIRGINIA o o I I m J0 > — UGP— — - —U p---- l'GP I I 1 ` 1 BRICK WALK' I ^ W \ I 1 1 P j COPPER IRON // I `i it Ll " \G l 1 UG _ STORM SEWER I I I I > Q G `1 BRICK SITUPS 1 " �RICK (APPROXIMATE, TYP) I a I w3 RUNS a c� W4 R(SES REMOVELOCATE j/ 11 Q d O O aX LIGHT POLE o WALK I FF=50575' /'I I\ I I = z cn u o \ o \ I I O LSA LSA 4\ TW=504.77' N I i I 4Y O u 0 21 \G \ \ \ \ 8"BRICK WALL 8"BRICK WALL O a O j I U U { I I II I 0Lu 40" DEC. i \ \ \\\ \\\ \ \ \ / / /\ \ ` \ \G 24"PIN OAK I U r l O 0 I L 11 \ ifi F�IOLLY \\ \ \ � ' I K SIzE W W \ I \ \ CONC. STEP \ \\ \J \ \ 16"HOLLY 3 BRICK WALK / \ dU' yp < w \ b \ \\ \ U P— i I /co LEGEND: 1 \ ¢ _ _ _ - \ 1 ■\ \\ --- ------- - ------------------��__ \\ I /� / Lu tiLu REMOVE TREE uGP\ m , - co I \ LIGHT VEHICLE ACCESS \ _ P —uGP 24"0 K \ ZRU BER ATTING OR QUIVALENTUG / J REMOVE BRICK / I F� UIRE b PROTECT BRICK DURI,,,,,,¢¢.. o Y UIG COMM LINE QLD-DATR \ \ CON TRUC ON) \ \ Gq _ _ —uc _ o ( )UNABLE TO I REMOVE ASPHALT I \\ \" ` \ 36"DEC. uG�� TW=503.39' m I APPROXIMATEL DSHOWN FROM I \ a I � \ I GlS UTILITY SHEET FROM I \ I CENTURYLINK I I C�oo® REMOVE CONCRETE II I ` N 12"DEC. \ \ SD GRATE I I — I I O� DEC. I 20" DEC. \ \ \ TOP = 502.28' 12" DEC. \ INV OUT = 500.88' 4" PVC I �+ ---------- SAWCUT I \ qs \ \ � +- � JOB NO. REMOVE CURB ` 12"DEC. / _ 46372 _502- 0 10' 20' REMOVE WALL \` \\� \ � \� -5 02.^�--_/ --IT C2. 1 SHEET NO. \ \ 15"BRICKWALL 15"BRICK WALL / EROSION AND SEDIMENT CONTROL NARRATIVE: PROJECT DESCRIPTION THIS PROJECT INCLUDES THE EXPANSION OF AN EXISTING BUILDING AND CONSTRUCTION OF PATIO AREAS OUTSIDE OF THE EXISTING BUILDING. THE LIMITS OF DISTURBANCE IS 7,126 SF. ADJACENT PROPERTY THE PROJECT SITE IS BOUND BY EAST HIGH STREET TO THE NORTH, A COMMERCIAL BUILDING TO THE WEST, PARK STREET TO THE EAST, AND EAST JEFFERSON STREET TO THE SOUTH. EXISTING SITE CONDITIONS THE SITE CURRENTLY CONTAINS A MULTISTORY GOVERNMENT BUILDING , A PARKING AREA AND A PUBLIC PARK. OFF -SITE AREAS NO OFFSITE AREAS WILL BE DISTURBED CRITICAL EROSION AREAS THERE ARE NO CRITICAL EROSION AREAS ON THIS SITE EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE CURRENT ADDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION. STORMWATER RUNOFF CONSIDERATIONS STORMWATER RUNOFF WILL BE DETAINED IN STORAGE PIPES AND OFFSITE CREDITS WILL BE PURCHASED. STRUCTURAL PRACTICES: 1. TEMPORARY CONSTRUCTION ENTRANCE - 3.02 A TEMPORARY CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE LOCATION INDICATED ON THE PLANS. IT IS IMPERATIVE THAT THIS MEASURE BE MAINTAINED THROUGHOUT CONSTRUCTION. ITS PURPOSE IS TO REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. 2. STORM DRAIN INLET PROTECTION - 3.07 STONE FILTERS SHALL BE PLACED AT THE INLET OF ALL DRAINAGE STRUCTURES AS INDICATED ON PLANS. ITS PURPOSE IS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION. 3. DUST CONTROL - 3.39 DUST CONTROL IS TO BE USED THROUGH THE SITE IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT. VEGETATIVE PRACTICES: 1. TOPSOIL (TEMPORARY STOCKPILE) - 3.30 TOPSOIL SHALL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE LOCATED ONSITE AND SHALL BE STABILIZED WITH TEMPORARY SILT FENCE AND VEGETATION. 2. TEMPORARY SEEDING - 3.31 ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN 30 DAYS SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF THE SEED MIXTURE SHALL DEPEND ON THE TIME OF YEAR IT IS APPLIED. 3. PERMANENT SEEDING - 3.32 FOLLOWING GRADING ACTIVITIES, ESTABLISH PERENNIAL VEGETATIVE COVER BY PLANTING SEED TO REDUCE EROSION, STABILIZE DISTURBED AREAS, AND ENHANCE NATURAL BEAUTY. MANAGEMENT STRATEGIES 1. PROVIDE SEDIMENT TRAPPING MEASURES AS A FIRST STEP IN GRADING, SEED AND MULCH IMMEDIATELY FOLLOWING INSTALLATION. 2. PROVIDE TEMPORARY SEEDING OR OTHER STABILIZATION IMMEDIATELY AFTER GRADING. 3. ISOLATE TRENCHING FOR UTILITIES AND DRAINAGE FROM DOWNSTREAM CONVEYANCES IN ORDER TO MINIMIZE PERIMETER CONTROLS. 4. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED UNTIL THEY ARE NO LONGER REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS OR STATE LAW. PERMANENT STABILIZATION ALL NON -PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISHED GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK FOR SLOPES LESS THAN 3:1. FOR SLOPES GREATER THAN 3:1, SEED TYPE SHALL BE AS SPECIFIED FOR "LOW MAINTENANCE SLOPES" IN TABLE 3.32-D OF THE HANDBOOK. FOR MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING. SOILS INFORMATION: 91 - URBAN LAND, 0 TO 25 PERCENT SLOPES. 10 INCHES TO RESTRICTIVE FEATURES. HYDROLOGIC SOIL GROUP D. MINIMUM STANDARDS: AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED BY A DISTRICT OR LOCALITY MUST BE CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES AND METHODS: MS-1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS-2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS-3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS-4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS-5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS-6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS-7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS-8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS-9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS-10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS-11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS-12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS-13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. MS-14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS-15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS-16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. MS-17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. MS-18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS-19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE STANDARDS AND CRITERIA LISTED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, CHAPTER 8 PAGES 20-24. GENERAL EROSION AND SEDIMENT CONTROL NOTES: ES-1: UNLESS OTHERWISE INDICATED, CONSTRUCT AND MAINTAIN ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. ES-2: THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY WILL MAKE A CONTINUING REVIEW AND EVALUATION OF THE METHODS AND EFFECTIVENESS OF THE EROSION CONTROL PLAN. ES-3: PLACE ALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO OR AS THE FIRST STEP IN CLEARING, GRADING, OR LAND DISTURBANCE. ES-4: MAINTAIN A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN ON THE SITE AT ALL TIMES. ES-5: PRIOR TO COMMENCING LAND -DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFFSITE BORROW OR WASTE AREA), SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE ARCHITECT/ENGINEER AND THE CONTROLLING EROSION AND SEDIMENT CONTROL AUTHORITY FOR REVIEW AND ACCEPTANCE. ES-6: PROVIDE ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE RESPONSIBLE LAND DISTURBER. (MODIFIED NOTE) ES-7: ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND -DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" PLANTING DATES SPECIES RATE (LBS./ACRE) SEPT. 1 - FEB. 15 50/50 MIX OF ANNUALRYEGRASS (LOLIUM MULTI-FLORUM) & 50-100 CEREAL (WINTER) RYE (SECALE CEREALE) FEB. 16 - APR. 30 ANNUAL RYEGRASS 60-100 (LOLIUM MULTI-FLORUM) MAY 1 - AUG. 31 GERMAN MILLET 50 (SETARIA ITALICA) TS 3.31 TEMPORARY SEEDING PLANT MATERIALS No Scale TABLE 3.32-C SITE SPECIFIC SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA TOTAL LBS. PER ACRE MINIMUM CARE LAWN COMMERCIAL OR RESIDENTIAL 200-250 LBS. KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS ` 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN MINIMUM OF THREE (3) UP TO FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA. 125 LBS. GENERAL SLOPE (3:1 OR LESS) KENTUCKY 31 FESCUE 128 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP " 20 LBS. 150 LBS. LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) KENTUCKY 31 FESCUE 108 LBS. RED TOP GRASS 2 LBS. SEASONAL NURSE CROP " 20 LBS. CROWNVETCH "` 20 LBS. 150 LBS. ` PERENNIAL RYEGRASS WILL GERMINATE FASTER AND AT LOWER SOIL TEMPERATURES THAN FESCUE, THEREBY PROVIDING COVER AND EROSION RESISTANCE FOR SEEDBED. " USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: MARCH, APRIL THROUGH MAY 15TH .............................. ANNUAL RYE MAY 16TH THROUGH AUGUST 15TH......................... FOXTAIL MILLET AUGUST 16TH THROUGH SEPTEMBER, OCTOBER...... ANNUAL RYE NOVEMBER THROUGH FEBRUARY................................. WINTER RYE IF FLATPEA IS USED, INCREASE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INOCULATED. WEEPING LLVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS; ADD 10-20 LBS./ACRE IN MIXES. PS 3.32 PERMANENT SEEDING MIX FOR PIEDMONT AREA No Scale 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. 6. Ilia �j--- FLOW a" u 3. STAPLE FILTER MATERIAL TO STAKES AND 4. BACKFILL AND COMPACT THE EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. - FLOW - oi = of SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3' FLOW I MAX A B A \\\ POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SF 3.05-2 SILT FENCE (W/O WIRE SUPPORT) No Scale 6 Bryan D. Cichocki U lie. No. 63741 ix O�L�to_ r: m E 0 0 rn U N � N ¢ 0 > E w v E ¢ LL o 3 p w - wO `mom < W L M �� Voo Jco - uj M C7W NV w 3:O'x 9� LL p Q = v V)= N =v>� F ¢ . 0ON ON N W M a� 00 J �� of 0 x c� 0 p w w_ x a z 0 in 0 O r CL O ce 0 z O a u U Lu W 0 z O Ln w w p DATE 0610312022 DRAWN BY M. DENHARD DESIGNED BY M. DENHARD CHECKED BY B.CICHOCKI SCALE AS SHOWN I -I w W ' Q r) zQ X w ~ > W J w i­- mJ O J z w 0 0 UQ� (n=z U O w U W O c I --I O 0 Lu " W w J � p�z0 Q m z Q Q Mw z W 0 J 0 Q W ES-8: DURING DEWATERING OPERATIONS, PUMP WATER INTO AN APPROVED FILTERING DEVICE, ENSURE THAT PUMP INLET IS KEPT ABOVE SETTLED SEDIMENT. JOB NO. ES-9: INSPECT ALL EROSION CONTROL MEASURES DAILY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. MAKE ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES IMMEDIATELY. 46372 SHEET NO. C3.0 PIPE OUTLET CONDITIONS �TH 0 A A Bryan D. Cichocki 'Z Lie. No. 63741 TYPICAL ORIENTATION OF VESCH TREATMENT - 1 SOIL (STABILIZATION 1 °Po k/ 12 Z' SHALLOW BLANKET) , t� SLOPE r=====7 ado 1 `S`SIONAL�OtiS'' ON SHALLOW SLOPES, STRIPS NETTING do F PROTECTIVE COVERINGS MAY BE APPLIED PIPE OUTLET TO FLAT ACROSS THE SLOPE. AREA WITH NO WHERE THERE IS A BERM AT THE PLAN VIEW DEFINED CHANNEL u 70' M. BERM TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND rn N u CONSTRUCTION ACCEss -3" sM-zA ASPHALT TDa STEEP ANCHOR IT BEHIND THE BERM. E ° E rouasr / Ex15'ING pgvrMrNr -� -- SLOPE � ;. ON STEEP SLOPES, APPLY PROTECTIVE La w x � W � 3 -I.. ` COVERING PARALLEL TO THE DIRECTION 0 %~ ¢ LL � 3 U. z __J OF FLOW AND ANCHOR SECURELY. w `m ^� 6" M!N. 2tq AGOHcGAIE BASE _ �� dI III Lu ¢ _j V oMo Z PROFILE BRING MATERIAL DOWN TO T 9KEYIN _j m o A LEVEL AREA BEFORE 4 o a> o n H a TERMINATING THE SECTION A -A FILTER 6"-9"; RECOMMENDED c� umi w 70' MIN. INSTALLATION. TURN THE 12" CLOTH FOR ENTIRE PERIMETER z p X v (n STONE FLAW END UNDER 4" AND STAPLE DITCH LL w CONSIHUCrION ASPHALT PAVES ACCESS - -ID AT 12" INTERVALS. VIASHRA,K IF A � v c Z J IN DITCHES, APPLY PROTECTIVE COVERING F a' ExISTV0 I 27 2% PAVFVFNT� PARALLEL TO THE DIRECTION OF FLOW. 3do(MIN.) 0 ry m j w 2i y tipN-« USE CHECK SLOTS AS REQUIRED. AVOID A w of rY 1 JOINING MATERIAL IN THE CENTER OF THE a DITCH IF AT ALL POSSIBLE. do 00 00 *VIJS� ExrND FI;L_ wIUTH L o "--POSITV, DRAI NAGF PIPE OUTLET TO OF INGRESS AND EGRESS TO SEDIMENT TRn°PING ONICF WELL DEFINED OPERATION CHANNEL PLAN VIEW =O PLAN BM 3.36-1 = cD MIN POSIPVE DHAINAGE SOIL STABILIZATION BLANKET (TREATMENT-1) TO SEDIMENT DEVICE � La F 0 No Scale _ .. n;. .IHA�IPING '<• - - - w H FILTG7 CI_C-II- 0%, _ Q SECTION A -A - 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO SECTION A -A Z DATE SILT FENCE CULVERT INLET PROTECTION A nnninnlmn wale, tap of 1 uich must be histalled with a nihiumuu 1 nick Wilcock TRENCH UPSLOPE ALONG THE LINE OF THE POSTS. POSTS. FILTER KEY IN 6"-9"; RECOMMENDED v1 shutoff vaWe supplying a wash hose with a diameter of 1.9 niches for adequate 8 CLOTH FOR ENTIRE PERIMETER 06/03/2022 ENDWALL constant pressure. Wash water utimt be carried away from the entrance to an _ WAX � O DRAWN BY approved settlnl2 area to remove Sedhuent. All sechnient shall be prevented from j I TOE OF entering storm mains, ditches Or watercourses. FILL -CULVERT�� PAVED WASH RACK _ / _ _ITl i _ / lli NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. M. DENHARD DESIGNED BY O NO sGAE // FLOW I 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING w _n 11 11- m mJL IIr PLATES AND 4. • M. DENHARD ' - - 4" TIMES MAXIMUM 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 • INCHES. • CHECKED BY TOE OF PCE 3. ATTACH THE FILTER FABRIC TO [)P 3.18-1 • B•CICHOCKI SCALE SILT FILL 4. BACKFILL AND COMPACT THE • OUTLET PROTECTION FENCE L DISTANCE ISO' MINIMUM PAVED CONSTRUCTION ENTRANCE THE WIRE FENCE AND EXTEND IT INTO EXCAVATED SOIL. THE TRENCH. AS SHOWN No Scale FLOW IF FLOW IS TOWARD No scale • EMBANKMENT TYPICAL VESCH TREATMENT - 1 (SOIL STABILIZATION BLANKET)_ "OPTIONAL STONE COMBINATION INSTALLATION CRITERIA y I � 1.0' 1.5' I 111E i(I r FLOW 111' III- _ _ _ _ II--'IT-�I ANCHOR NOTES SLOT _I ' �1 11 -' P - II IIr �Iilll ll; El El G G El APPROXIMATELY 200 STAPLES REQUIRED N PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & U U L� U J I --I FLOW 2.5' CHECK SLOTS TO BE BURIED 6" TO 12". 12" MAX.4:1 OR FLATTER JUNCTION **VDOT #3, #357, #5, #56 OR #57 COARSE SLOT 6" MAX. STEEPER THAN 4:1_ CLASS I EDGE AND END JOINTS AGGREGATE TO REPLACE SILT FENCE IN " CHECK SLOT TO BE SNUGLY ABUTTED RIPRAP EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST ) 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO �+ • W Lu Q HORSESHOE " WHEN HIGH VELOCITY OF FLOW TERMINAL FOLD (JUTE MESH WILL HAVE �I =-- I- -III WIRE GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL IS EXPECTED STAPLED LAP JOINT IN I - - - -I= - III III- CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE Q Z LAP JOINT 2" MIN. (JUTE LIEU OF EDGE JOINT) I I III I MESH ONLY) III -III= - -III=1 I- FENCE AS A TREE PROTECTION FENCE. z a CIP 3.08-1 TAMP FIRMLY ANCHOR SLOT F MAX. 4A OR FLATTER 3' T SF 3.05-1 TP NO SCALE 3 38 0 (D ' ^ V / MAX. STEEPER THAN 4:1 1 I Lu ; w SISLT FENCE (WITH WIRE SUPPORT) PROTECTION COUL�VERT INLET PROTECTION � J w � le O 6, _j O cale rTREE Scale CHECK SLOT I I I I I 1" Tl� 2„ TAMP Z i FIRMLY CHECK SLOT I I I 70'MIN. ERNST CONSERVATION SEEDS RIGHT-OF-WAY NON-NATIVE WOODS MIX - ERNMX-132 O p U J O a0 fVAR.-I�VAR.� 51 EXISTING A Q _�GRAVEL CURB INLET SEDIMENT FILTER 2'1 i� O 3' PAVEMENT U 7 L ---------- \� p io ~ CHECK SLOTS AT MIN. 50'C-C FILTER B M MOUNTABLE BERM BOTANICAL NAME COMMON NAME W O STAPLE FORMED FROM N0.11 STEEL IMRE. N BI-A K TH INT5WSTAPLE " STAPLE MIN. LENGTH FOR LENGTH FOR SANDYOTHER SOIL. ALL COMBINATION ALL COMBINATION BLANKET$ A CLOTH l (OPTIONAL PRICE/LB O U SIDE ELEVATION 30.00% FESTUCA RUBRA CREEPING RED FESCUE 1.90 JUNCTION SLOT EXISTING GROUND U 7 TAMP FIRMLY TERMINAL FOLD TAMP FIRMLY 70' MIN. 20.00% LOLIUM PERENNE, PERENNIAL RYEGRASS, 1.85 'FASTBALL 'FASTBALL O W 2 'I ' MIN. B RGL' RGL' (TURF TYPE) ( ) = C G (OPTIONAL 'CLIMAX' CID BM 10 EXISTING 12' MIN. MIN PAVEMENT 20.00% PHLEUM PRATENSE, TIMOTHY, 1.20 CLIMAX' U w Ill 3.36#&6-2 J _j Ln GRAVEL FILTER 12" SOIL STABILIZATION BLANKET TREATMENT-1 VDOT #1 COARSE AGGREGATE B POSITIVE MIN. J- 12.00% TRIFOLIUM HYBR/DUM ALSIKE CLOVER 3.25 �/ L.L Q DRAINAGE TO W RUNOFF WATER WIRE MESH No Scale *MUST EXTEND FULL WIDTH OF SEDIMENT INGRESS AND EGRESS OPERATION ° 10.00 /° AGROSTIS PERENNANS, AUTUMN BENTGRASS, 14.00 Q m Z FILTERED WATER TRAPPING DEVICE PLAN VIEW ALBANYP/NEBUSH - ALBANY PINE BUSH - Q z Q <• b " A NY ECOTYPE NY ECOTYPE Z �.. 12' MIN. 8.00% AGROSTIS ALBA REDTOP 8.00 UJ O .��"''�o. ff W+3"MIN. -- � MIN. 100% MIX PRICE/LB BULK: $3.61 J SEDIMENT III <:'� ` COMPACTED SOIL CWD TO HAVE VDOT FILTER CLOTH SECTION A -A SEEDING RATE: 40-60 LB PER ACRE Q 0 CONCRETE _ STANDARD EC-2 GUTTER CURB INLET t t MATTING ON UPHILL t t t WOODLAND OPENINGS w 12" 18" MIN. I I I I SIDE SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. ttt~ FLOW THE SHADE -TOLERANT GRASSES AND CLOVER ARE GOOD FOR W-7GRAVEL WOODLAND OPENINGS AND PARTIALLY SHADED SITES. MIX FORMULATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE DEPENDING ON THE AVAILABILITY OF EXISTING AND NEW PRODUCTS. WHILE THE SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE REINFORCED CONCRETE PACE FORMULA MAY CHANGE, THE GUIDING PHILOSOPHY AND FUNCTION OF - CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO O SECTION B-B THE MIX WILL NOT. JOB NO. CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND 4.5' MIN. UNPROTECTED AREAS. IP 3.07- 6 DD CWD 3.09-1 CE 3.02 46372 STORMWATER INLET PROTECTION TEMPORARY DIVERSION DIKE E CONSTRUCTION ENTRANCE SLOPE STABILIZATION SEED MIX SHEET NO. [NM C3"1 No Scale No Scale INo Scale -A--UGT - -UGT- - -fvcii i / - -UGT- GT - -UGT �- - 8"MAPLEUGT - UGT d� WAfi \ -�- \ OLD-DATR (MULTI -LINES) \ � ♦ _ _ P (UNKNOWN COMM OWNER) t -UGP - - - - UGP- 0 \ - UGP- - UGP- - -UGP- - U/G COMM LINE (OLD-DATR) \ \ 4 A3 _�P GP- - - - - UGP- - UGP UGP- - / UGP- ' \ UNABLE TO FIELD LOCATE.UGP--4- \ t N APPROXIMATELYSHOWNFROM \ _ _�. UG AL10 PLE �\ f0"MAPLE �� 061,- GIS UTILITY SHEET FROM 1 \ - GT � CENTURYLINK 1Jil 'UGP- - 15'BRICKWALL / / BRICK WALK ikga EX FIRE 1 \ Bryan D. Cichocki Z 1T BRICK WAyL -0 UGP- - - - UGP-- - UGP- P � / d TW=499.2' 1 -Y- - -JUGP a (9 / / HYDRANT / r 6' GRANITE WALL _ \ lie. No. 53741 / 1111111111111110 7497 498 ------ 500W=49543' 4 S �I -B6ICK.RBMP----_----`>- - - - - - , l • 1 - - 500 - - VEHICULAR RAMP - TONAL Q TN=49703' OVER EXISTIlII(a --501---------BRTCRWALL U/G COMM & Q/ 8"DEC. 1 J I CATV O W 10 Q / _„,,. 1 I U' \ UQ. / EL=495.22' ' 1I �-� EL=49560' I EL=495.19' Im /E _- - - r 'v FF=495.65' EL=49558 I CONSTRUCTION ACCESS 1 _ _499- - I TW=499.94' pl I TW=506.2' / 18"LOCUST I • I PROVIDE GATE FOR TW=505.53' I j ILL /// CONSTRUCTIONRi I I a LL o 3 / I I HVAC SYSTEM Q �E'NTRANCE } I o O L M COPPER IRON a c4 0o z / a a l STORM SEWER t LL� \ W w- Lto O etvbml (APPROXIMATE, TYP) I EL=49581' / ' Q, > m F- v EL=49571' / / cD TWt 1.7' I __ C 1/2"PE _ = 9, a Ul co 4 a 8"BRICK WALL ,�w� x to -498- - - _ -� I U I EL=49529' I1i`S 10"DOGWOO WASHOUT I \ Y 0 Lu J / �1� v 2 1 I CONCRETE G �' V) < w EL=495.26'I� S ry Z LIMITS OF DISTURBANCE = 7,126 SF AF �LL - 3 = v O EL=495.20' o---r a -SD-' 1 - Tiif-i�iiS� ��i�r I ~Ln PATIO I _ _ _ _ _ - EXISTING PARALLEL PARKI p " w a[ I I I BRICK I APPROX. LOCATION m EL=495.20' ELEV.=506.02' I OFU/G CH/LEER LINES / / - "503 - �,. $PACE TE PORARILY / a / I I (WEAK FIELD SIGNALS) _ _ / I UNAVAILAB FOR ACCESS °' J I j - I j------------- CE i 00 TW=500.62' ' o w k;i�l ui TAr -Ij500 - mmmm -UGP I I EL=495. 14' I 00 0 M ' BI ICKSTEPS I TE�� RY CHAIN LINK V`�• 3\ 0 x y 1 j a1 RUNS 6 RISES SAF TY FE14CE7WEIGHTED__ \ \ 'I �I FF=503.33' o / ' / WITH SANDBAGS 15"MAGNOL/A 6 I \ I 0 l I 'G a I ♦ / \ �F a II I UG� UGT a F G 12"MAGNOL/A 4.; a`S I W - j UGT ,w-, H ___ x a 40" WHITE OAK v1 ¢ ¢ I 9 \ \ �/G \ II III U/G COMM LINE (OLD-DATR) w I z CONC STEPS TW=504. I Y Y I \ \ \ -11 _ UNABLE TO IELD LOCATE. (n DATE 6RUNS t I U V I APPROXIMATEL SHOWN FROM j 7 RISES I ' CONC STEPS \ TW=498.61' I I m m I 3RUNS is I GIS UTILITYSHEET FROM of a - m 06/03/2022 N m I 4 RISES rENTURYLINK. 0 p1 COPPER IRON I ' FF=506.61' � \ I } DRAWN BY w Q Iml STORM SEWER L=495.33'IL I j (APPROXIMATE, TYP) I-- a M. DENHARD L © t EL=495.30' o- - �- FLOOR DRAIN I II I I / / ^ \ \ I • DESIGNED BY SO GRATE I (APPROXIMATE, TYP) m I m TOP = 498.59' ° 11 11 I } w / / / \ \ • M. DENHARD FULL OF DIRT �� Tw=soa.sr 1 I sow 3 I • yo I ROOFDRAIN COPPER IRON 24"BEECH 1 0 - 2 ��1 \ \ I CHECKED BY / (APPROXIMATE, TYP) STORM SEWER 1 ¢ 12 • B.CICHOCKI (APPROXIMATE, TYP) 'v 2 STORY BRICK I 3 I P 410 E. HIGH STREET 1 1 0 l I I g o I♦ • SCALE v 12 / LIMITS OF DISTURBANCE = 7,126 SF I I \ BRICKRAMP / 1 1 m p J FF=506.09' • - - - - - - 1 , m \\ I m - z , CONC. STEPS \ I �I I - Cb ` I • I > 2 RUNS \ FIE 506.09' 0 3 RISES 1 \ / _ BRICK WALK 30" MAGNOLIA I I j TW=499.42 : I FF=506.16' I ' / I 6 HOLL1Y I I I 1 I I �" n I / 11 1 BRICK STEPS W/L LAT I L.LI H 4 RUNS - - - - -UGP w / Q �I -/! 5R/SES \ c7 '' ^^ V/ I I❑1 II I / \\ \ I I? / Q p`L I � 5 X (D CONC. STEPS I \ / �� a PN.• 530033000 � i '' z EROSION CONTROL LEGEND * / II ` 32RUNSRSES I \ CITY OF CHARLOTTESVILLE, I TVUt503.87' �� w ~ / 1 ti \ VIRGINIA AND COUNTY OF \ ' I I m > J -U p 1 GP 1 �- -- ---0 ALBEMARLE, VIRGINIA o J w 0 ): ): LIMITS OF CLEARING AND GRADING 1 - - BRICK i,v,^ ' I UGP- _ _ - COPPERIRON DRAINAGE DIVIDE - / 1 UGP- STORM SEWER > z / J eRlcKSTrEPs 1 \` 3 RUNS(APPROXIMATE, TYP) I I I u 1 w SOIL AREA DIVIDE / Y I 4RSE5 \ \ CONCRETE \ LL I ' s I w (O� ~ O ro I \ ` WASHOUT \ / I' ' I II I I 1 U- U SAF -SAF SAFETY FENCE 3.01 1 ' FF=50575' 1 m�-- I CE PCE CONSTRUCTION ENTRANCE 3.02 SF ' / - 1 I LL Lu I\ \ ��� I \ SA F� LSA TW=504.77' U I a SF )� SILT FENCE 3.05 I \ _ _ 0 tsA -/ e \ N I I � . 0 I \ \ \ \ \ 8"BRICK WALL 8"BRICK WALL I 0 W SF X SUPER SILT FENCE 3.05 I Gcq \ \ \ z O // w J \ I U 24"PIN OAK I z Q IP ® INLET PROTECTION 3.07 I \ / Q o I u z / TEMPORARY CHAIN LINK / L I \ \ \ SAFETY FENCE WEIGHTED E U DD DIVERSION DIKE 3.09 \ I 1s MOLLY \\ WITH SAND BAGS II I K. SIzE W L Q \ 16"HOLLY ` BRICK WALK CONC. STEP / \ w� J/ Q 0 o v � SAS SX�F c1Q o % _ LL w O_ ST SEDIMENT TRAP 3.13 \ \ \\ 0 \ `� / -- �--503 - `rya / � Q OP OUTLET PROTECTION 3.18 \ w TS Lu TEMPORARY SEEDING 3.31 m AF LLI _ / LIGHT VEHI LE ACCESS _ P -UGP (RUBBER MATTING OR QUIVALENT�UG UGP - /' I P$ PERMANENT SEEDING 3.32 14 UIREDb PROTECTB ICKDURI�G IP=____________ Q Q o Y U/G COMM LINE,(OLD-DATR) \ \CON STIR ON) \ cA _ �^ uG UNABLE TO FIELD LOCATE. MU MULCHING 3.35 \ Q \ 36" DEC. -uG�� TW=503.39' m I APPROXIMATEL Y SHOWN FROM I GIS UTILITY SHEET FROM rP B/M SOIL STABILIZATION BLANKET 3.36 TP TP - TREE PROTECTION 3.38 ` DC DUST CONTROL 3.39 SCALE 1"=10' 0 10, 20' * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER eZ ' \ � I CENTURYLINK. I 12'DEC. SD GRATE I I TOP = 502.28' LLQ 12"DEC' -- I - DEC. lNVOUT=500.88'4"PVCPROVIDEGATEFOR <n p JOB NO. - - ` CONSTRUCTION / L • 1 - - ENTRANCE 1 T \ 46372 12"DEC. A_ - - - - - - - - -502- - _ / � _ -502- - - - SHEET NO. - - 15"BRICK WALL UGT— _ll 0 1—_ - - — — — - GT �uul UGT H�'F \ WJPTT \ _Tl— ' GT� —UGT 8" MAPLEU ; / G \ .. S \ OLD-DATR (MULTI -LINES) _ F / ♦ — U P (UNKNOWN COMM OWNER) / / ----UGP • UGP--7 I l U/G COMM LINE (OLD-DATR) \ \ �1.5 �P� — — GP— — — — —UGP— — UGP — — — UGP _ — _ / I E TH UNABLE TO FIELD LOCATE. ♦♦ — — \ \/ \ — uGP— _ uGP— S L ` UGP—•�— —UGP � - —UGP— - — — ( _ -� UGP `\ \ f0"MAPLE G JG1 APPROXIMATELY SHOWN FROM 1 10"MAPLE - - - GIS UTILITY SHEET FROM 1 l - GT CENTURYLINK. 1 ' UGP— — C. I � 15' BRICK WALL BRICK WALK . ' , b90 EX FIRE Bryan D. Cichocki 7. 17' BRICK WAS L C. uGP— — — — U P— — — UGP— P - a 1 - — —UGP a (9 i / HYDRANT r 6' GRANITE WAL ( \ Lie. No. 63741 =495.43'r�H/CfCRAMP--------t---- 6 SD ---------------V-r-.. 499' - - - - - - - - - - _ 1 iFF PS'' 500 — — — — — — — — — VEHICULAR RAMP - \ Y /� - SIONALO \ - - 7W=49Z03' / \ I ©a _ OVER EXISTING a / t 501- - - - BRICK WALLUIG / Y a I I CAN COMM & o m 0 ' / 8" DEC. 1 / I m '^ E �y�rz"�� J i a o Ta / "�[`� I EL=49522' 2 ' ' I 1 n°ii o g15011 I d . J O N 0 y I I EL=495. 19' _ _qg7 - - - a I FF=495.65' GREEN ROOF (TYP.), ' / I I ¢ o _ I TW=499.94' of SEE ARCH PLANS 18"LOCUST E CONSTRUCTION ACCESS \ _ _ - - I� w v E 0 // I ' al ELEVATED PATIO - - - _ - W499 3 / I - PROVIDE GATE FOR - / / I HVAC SYSTEM Q ' CONSTRUCTION \ I w LL w ., 0 COPPER IRON ' �S�� - ENTPANS7� y s M / CL J of STORM SEWER LL I , I Y a J s z0 - - / j (APPROXIMATE, TYP) �� , I �_ j o N �N I 1 / i T 50ZT G f/2"PE --Q_ TW= .9' C7 u�+ N a J 0 1 1 1 , 1 G G z F y �O�Q to ---498-----� ci ll ll1 I \ c �& v p U 4 1 T ' 6 RI ERS 3 ¢_ ry z LIMITS OF DISTURBANCE = 7,126 SF ' O - - - = - - - - - �■LL I Y = v > O - p EL=495.20' j 4.SD- .. .. T U F ¢ In / EL-49520' - WEAK FIELD SIGNALS -- I ( ) I EXISTINGP RALLELYARKI % ry w TW 500.62' I T o SPACOR E TEN YZ i———— — — — — -- MU PS �1z �, I UNAVAILAB E FOR ACCESS w Q i 500 I \ EL=495.15' i0��ALR��M��dF m m m m m m 0 m ml�A�mmmmmm��m �N�M m� \■ �s —UGP— I I EL=495.14' , I MU PS `s�3, \ 122 I O Q FF=503.33' 15" MAGNOLIA fx a vI I o ' TEMPORARY CHAIN LINK c I I — Ti SAFETY FENCE WEIGHTED A a� 11 uG e uGT F J of I �AF_• /G WITH SAND BAGS 1z-MAGNOLIA g a� Lu WQ F73 40" WHITE OAK I ' �� I I - - - \� \ ` �/ GNOLIA 11 II Lu N UG UGT m i U X-M 9 \ \ \G \ U/G COMM LINE (QLD-DATR) o I CONC. STEPS I \ ` —I — UNABLE TO IELD LOCATE. I 6 RISES j ' CONC. STEPS \ APPROXIMATEL SHOWN FROM > RUNS1) DATE TW=498.61' I 1 1 3 RUNS is I J U �' GlS UTILIT SHEET FROM 06/03/2022 I 4 RISES ENTURYLINK m COPPER IRON ' I ' \ �I STORM SEWER I /q FF=506.61' \ a DRAWN BY a I a M. DENHARD (APPROXIMATE, TYP) � �� � \\ I � I � � ' FLOOR DRAIN I I I I '\ I DESIGNED BY SD GRATE I (APPROXIMATE, TYP) II v I m I a 1% I m W I •• M. DENHARD TOP = 498.59' , I FULL OF DIRT �� Tw=Soos2' 24"BEECH rp W y0� • CHECKED BY ib ROOFDRAIN COPPER IRON I I o 2� J I (APPROXIMATE, TYP) STORM SEWER 12 ¢ I , - � 2 \ • B.CICHOCKI I J (APPROXIMATE, TYP) 0 2 STORYBRICK 1 j Y I p 410 E. HIGH STREET 1 1 v I g 2 1 • SCALE I z LIMITS OF DISTURBANCE = 7,126 SF I \ BRICK RAMP I m = I o ` I I- - - I---- I m l I ¢o i 1"=10' I FF=506.09' m I o Y CONC STEPS \ I II I d j I �• I I I 5111 3RSES 2C \ 1 I i � � j � \ I I r 3_W I • TW=499.42' I I BRICK WALK 30"MAGNOL/AI II �� , / - - - - L / —F I �� FF=506.164-SD CL y6"HOLL/Y I ` CESSIBLE1 P 11 II j i I II / a 1 I I I / a `\ I W/L LA w I --I 4 RICK UNS STEPS —UGP / I I `vl �! \ ` 5 RISES \ 111 I I / / \ I I � W Q I 6"ry Y Z Q PN: 530033000 CITY OF CHARLOTTESVILLE, TVV[ 503.87' ' ` a EROSION CONTROL LEGEND 1 1 f -- VIRGINIA AND COUNTY OF I c, I W ALBEMARLE, VIRGINIA o o I I I m J J )� )� LIMITS OF CLEARING AND GRADING u p 1 ll/GP 1 — aRlcK WALK I I I J O \ j COPPERIRON DRAINAGE DIVIDE / 1 STORM SEWER > Y BRICK STEPS 1 * I V) l ¢ I 3 /euNs (APPROXIMATE, TYP) I I I d w Z SOIL AREA DIVIDE v 4 R(.SES LL' � // II o = 0 i \ _So� I'- I I SAF —SAF SAFETY FENCE 3.01 cn ' FF=505.75' / 1 I Q v MU PS MU PS I v I �I I � u Z CE PCE CONSTRUCTION ENTRANCE 3.02 I I w CW I\ 1 \ ' I w I O G SF X X SILT FENCE 3.05 \ \ S� AF _ D LSA LSA -� 4 \ TW=504.77' I I 4r ri I \ \ 8"BRICK WALL \ a Lu G � 8"BRICK WALL G a C9 U � �j � U W SF X SUPER SILT FENCE 3.05 I �q \ \ I i I o 0 (n I \ \ \ 1 E24"PINOAK U Z IP ® INLET PROTECTION 3.07 I \ \ \Apr\ ` / TEMPORARY CHAIN LINK \�q I I L G OU Z 11 \ \� \ RELOCATE K SIzE w Q SAFETY FENCE WEIGHTED I OLLY \ LIGHT POLE WITH SAND BAGS / � DD DIVERSION DIKE 3.09 \ \ \ �\ \\ CONC STEP I / � 7 \ G \ 16"HOLLY BRICK WALK \ 4 p Q Z o oq \ \ \� SAID S F GQ / \ \ _ o I i _ 2 Q ST SEDIMENT TRAP 3.13 \\ \ J ■ U P / m 'I-^-q \ Y LL / - -503 `roN I / Q L / OP OUTLET PROTECTION 3.18 \\ \- Q ------- - - - - -- /____-- `\ ��/ I 0 \ U ts'9.0- \ Off,• w \ h MM Lu TS TEMPORARY SEEDING 3.31 —UGP ` / W \ LIGHT VEHI LE ACCESS _ \ ZRUIBER MATTING OR EQUIVALENT—UG / / J PS PERMANENT SEEDING 3.32 14 UIREDb PROTECT BRICK DURlyb IP�° a I Q o r U/G COMM LINE (QLD-DATR) \ \ CON TRUC ON) \ �q — _cn--uc c, \ _ I UNABLE TO FIELD LOCATE. I \ 36" DEC. BUG TW=503.3s' m APPROXIMATEL SHOWN FROM MU MULCHING 3.35 \ \ ` I GIS UTILITY SHE{ET FROM I m CENTURYLINK. I B/M SOIL STABILIZATION BLANKET 3.36 12"DEC. \ 2 � \ SD GRATE I I TOP = 502.28' < 12"DEC. I — 0"DEC. \ \ INV OUT = 500.88' 4"PVC PROVIDE GATE FOR •r TP TP — TREE PROTECTION 3.38 \ - - �+af � CONSTRUCTION ,✓ L • roe No. ENTRANCE �7 + \ SCALE 1"=10' � � � 1- - _ � 46372 DC DUST CONTROL 3.39 \ 12"DEC. �.\_ ,/ A - ��,___-------soz--, - so2-- D 10' 20' \ - 502. _ _ _ ' ' - _ / / / SHEET NO. * "VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK" SPECIFICATION NUMBER - ' , _ _ - - - - - _ _ o ti \ \ \ 15"BRICK WALL 15"BRICK WALL ,5FT r�� " UGT— _ll 0 1—_ - - — — — - GT �uul UGT H�'F \ WJPTT \ _TI'— ' GT� —UGT 8" MAPLEU ; / G \ .. S OLD-DATR (MULTI -LINES) g1' qy _ F / ♦ — U P (UNKNOWN COMM OWNER) / 1 ----UGP • UGP--7 I l U/G COMM LINE (OLD-DATR) \ \ �1.5 �P� — - GP— — - — —UGP— — UGP — - — UGP _ - _ / I E TH UNABLE TO FIELD LOCATE. — - \ \/ \ — UGP— _ UGP— S L ` UGP-\ —UGP � - —UGP— - — — ( _ -� UGP `\ \ 10"MAPLE G JG' APPROXIMATELY SHOWN FROM 1 10"MAPLE - - - GIS UTILITY SHEET FROM 1 l - GT CENTURYLINK. 1 ' UGP— - C. I "- 15' BRICK WALL / , BRICK WALK . ' , b90 EX FIRE Bryan D. Cichocki 7. 1 1T BRICK WAIyL'I- C. UGP— - — — UGP— - — fUGP_— - —UGP— U P / , ' / HYDRANT 4 ~ / r 6'GRANITEWALL ( — — _ \ Lie. No. 53741 °\ DI-------------50095.43,6'SD - - - — — ----------- 1 '_ ,as9— - - - _ _IONAL �yG \ - - 7W=49703' g6' / U/G COMM & 00 � I I CA TV o�y �I 1 / I � o f EL=49522' 0 2 ' / `� N °u y I I EL=495.19' - _497 - - - v I FF=495.65' GREEN ROOF (TYP.), J / I I E I TW=499.94' of SEE ARCH PLANS / 18"LOCUST J - ■ / I 1 m CONSTRUCTION ACCESS ELEVATED PATIO a - W s� I Lu v 3 U. HVAC SYSTEM _ I COPPER IRON '^ STORM SEWER ■ , Y W -1 00 z --/ 1 4 (APPROXIMATE, TYP) I 04 j O I ' TwL501.T I C9 j Q TW= .9' C7 W N N d ■ J J 2 ■ 1 zF„� U O ' ■ 1 I �l �O�x cn - _ -498- - - - -� �; Cs"1 10-DOGWOOD■ac , I \ •.c v'wp 44� :J611RI, ERSLIMITS OF DISTURBANCE=7,126SF�I A'---------- ■■■ 1 ~v>O EL=495.20' ---I- 4'SD- Tt ■�����■ I U F Q� Ln /g EL=495.20' - - . APPROX. LOCATION - _ _ \ �m ' ° ry > OFU/G CHILLER LINES ' -503 - - - - - - - - \ wLu (WEAK FIELD SIGNALS) - - _ \ \ W J J= TW=500.62' I ----------_ \12 50(Ji �H \ i U i EL=495.15' i 4t��������������������������������� �������\■ I \Sp I o —UGP m I I I EL=495.14' , I I `so3. \ I/ O A'G� A I FF=503.33' 15"MAGNOLIA Q \I 1 o l / I ♦ ' ♦ I h _� G / G \ \F \ a ,u� 11 I UGj - UGTfx 0 12" MAGNOLIA sy [S'� I WQ F w 40" WHITE OAK I i ' vl _ - - _ \� \ \ �!R`ME/A� III II N UG �I UGT m Q Q \ \ U/G COMM LINE (QLD-DATR) z \ G I I CONC. STEPS I \ —I — ` \ UNABLE TO IELD LOCATE. O I 1 6 RUNS ' I ' \ APPROXIMATEL SHOWN FROM 7R/SES CONC. STEPS ; DATE TW=498.61' I I I 3 RUNS is I J U �' GIS UTILIT SHEET FROM I 4 RISES ENTURYLINK m 06/03/2022 1 COPPER IRON ' I ' � \ 1 2I STORM SEWER I /q FF=506.61' \ a DRAWN BY a I a M. DENHARD g /1 vL (APPROXIMATE, TYP) FLOOR DRAIN I 1 1 I I\\ I • DESIGNED BY SD GRATE I (APPROXIMATE, TYP) I v I m I a 1% I m W \\ I • M. DENHARD TOP = 498.59' , I I I \ FULL OF DIRT � �� Tw=Soos2'sow 3 I ig0 I I 24"BEECH W 60\ ` \ • CHECKED BY ib ROOFDRAIN COPPER IRON 1 I o 2� J I (APPROXIMATE, TYP) STORM SEWER y ¢ I . ' 2 \ \ • B.CICHOCKI I J (APPROXIMATE, TYP) I 'v 2 STORYBRICK Y I I\ Q 410 E HIGH STREET 1 1 v I g 3 1 • SCALE I z LIMITS OF DISTURBANCE = 7,126 SF I \ BRICK RAMP I m m ----/ I m I i ¢o i 1"=10' FF=506.09' ■ m \ 1 0 o Y CONC STEPS \ I �I I d j I �• I I I 3RSES 2C \ 1 Lu TW=499.42' I 1 I BRICK WALK 30"MAGNOL/AI II �� , / Q - - - - L / -F 1 �� FF=506.16' I CL I 4-SD 0 ]]1 k I I j6"HOLL/Y I CESSIBLEI P I 1 II I I I O /^,\ I I v i W 11 / 0< 1 1 BRICK STEPS "' �I I / I \ ` \ / I I o I / W/L LA / 21 _ _ _ 4 RUNS — —UGP / • �I I! 5 RISES 1 I I • / `s / PN.-530033000 i o f 5ory I .Q ' z LEGEND: 1 ` • \ - CITY OF CHARLOTTESVILLE, I X � \ \ PROPOSED CONCRETE 36"DEC. // 1 • I -- VIRGINIAANDCOUNTYOF I / I I� W > Z UGP - U p 1 GP 1 1 • `- ---0 ALBEMARLE, VIRGINIA o / I m 1 1ep BRICK WALK ' / I\ J Q PROPOSED ASPHALT I 1 j COPPER IRON i \G / 1 STORM SEWER / I c� > a G,o Y BRICK 51TEPS \ l ¢ I 3 RUNS \ (APPROXIMATE, TYP) I 1 I w w El PROPOSED BRICK l I 4R(SES 0 FF=50575' Q PROPOSED GRANITE \\\ • \ \\ \� \\ i' I I �� I U TP TEST PIT O a I I z I \ \ \� LSA LSA \ TW=504.7T ISMEI 4r • • • • • • ACCESSIBLE ROUTE: \ - 4 / qI� o 8"BRICK WALL 8"BRICK WALL G U (MAX 5/o RUNNING I Go \ \ \ \ I O O 1 \ \ 24"PINOAK I I U SLOPE, MAX 2% CROSS 40"DEC. 1 \ \ \ \ \ \ / /\ \ ` \ l \ I U ' 0 SLOPE, MAX 8.3% I \ vz;r\\ ` - / / / 1-% � I L G 0 I \ \ RELOCATE / \ I K. SIZE w Q RUNNING SLOPE FOR I ? \ LIGHT POLE \ 1s' �loLLv \ I J J I J RAMPS) \ \ J \ \ \ 16"HOLLY \ BRICK WALK CONC STEP / \ 4I h� — \ h \ \\ \ J■ U P / I / m -503 `roc, / / Q - - - - - - - - - - - - - - - - \Lu 503 M \ \ I \ LIGHT VEHICLE ACCESS \ _P —UGP \ / \ \ ZRUIBER ATTING OR QUIVALENT�UG UGP \ / J \ I� UIREDt( PROTECT ICKDURI a / \ / \CON TRUC ON) `\ �A - — —uG _ _ I UNABLE TOUIG COMM LFIELD LOCATE. ) I \ \ I I \ \ ,�+'uj ` \ 36" DEC. uG�TW=503.39' m I APPROXIMATEL Y SHOWN FROM �� \\ I GISUTILITYSHE{ETFROM I CENTURYLINK. 12" DEC. \ I 36" DEC. 1 I \ SD GRATE I I I 20"DEC. \ \ \ TOP = 502.28' 12"DEC. — I INV OUT = 500.88' 4"PVC 1 JOB NO. SCALE 1"=10'\`\ \\ \\12"DEC. \`, _ , _,� `\ _ 46372 --_- -----502-- -502- 0 10, 20' cps ` \ \ _ 502. _ _ _ / / SHEET NO. C4.0 15'tftCK WALL \ \ \ \ \ — — 15"BRICK WALL 15"BRICK WALL I/ T- - GT-UGT 8"MAPL \ �s UGT \ WJPTT \ -� \ OLD-DATR (MULTI -LINES) \ _ U p (UNKNOWN COMM OWNER) U/G COMM LINE (OLD-DATR) \ \G\P� - - GP- - - - - UGP- - _ UGP - - - UGP _ - _ - , TH OF \ � \ -UGP- - ♦ /_ UGP- L` t -UGP - - - UGP -S NCI - -1 UGP- -UGP- - - - UNABLE TO FIELD LOCATE UGp�� - \ \ � / � 495.73' � p96-� _ -� UGP \ f0"MAPLE � \)GP \ APPROXIMATELY SHOWN FROM 1 10"MAPLE - - - GIS UTILITY SHEET FROM 1 SANK I / � - - GT CENTURYLINK. 1 'UGP- - G 15'BRICKWALL 49597� 496.06' BRICK WALK i ib99 EX FIRE \ 4 Bryan D. Cichocki Z 1 17' BRICK WAIyL'I- -ca UGP- - - - UGp- - - _UGP - - -UGP- U P / , ' / HYDRANT 4 ~ - / r 6'GRANITEWALL ( - - - - _ � \ \ � Lic. No. 53741 � 21 r\ m1 Y°I /6"SD 5.71 - 49 SITE WALL --------------- - - 500 3 ��O �i2i =495.43' 4 S -BEICK-RAMP- '� r--------------- ----------------�--- 499- - - - - FFE=495.99, 1 T �O 1 N - - FFE=45.25' _ I pp J��j 500a / © m FFE=496.25' / I �NUIG MM& Q 00WALL ' I EL=49522'o EL=49519,O /� E _qy7- - ; I FF=495.65' I TW=499.94' i / 18"LOCUST I CONSTRUCTION ACCESS w- 3 LL 3 o / I I HVAC SYSTEM / _ I COPPER IRON 40m m m m �m��� / I I STORM SEWER ' SITE WALL W s "' w I O , ■ 1 a� Vin O - - / 0 r; 1 �� (APPROXIMATE, TYP) I "' ' / , TWL50LT I J_ G 1/2"PE - Q_ TW= .9' C7 W ry ry _ Lu -498- - - - -� 2 ke, �S Cs"1 10-DOGWOOD■ , 1 \ a LL y 6 RI ERSN p ; T LIMITS OF DISTURBANCE = 7,126 SF O , ■■ I I 3 v a� z -- p EL=495.20' ---I- 4"SD- Tt ■ �� ■ U F Q U) _ o o' I EL=495.20' APPROX LOCATION _ m ., ry > 1 -1.99% BS OFU/G CHILLER LINES , -503 - - - - - - - - \ I wLu / 1 2.85' (WEAK FIELD SIGNALS) �' ` N av CL - I TS c� I I ------ `\12' �\ ow YJ TW=500.62, I \ \ \ I 500 T EL=495.15' M -UGP SITE WALL o� \ O I EL=495.14' , i s 22 -G, _ \ I I x FF=503.33' 5" MAGNOLIA Q \I I \ o l / ,cn� I ♦ ' ♦ i ' _` G / G \ \F \ a 11 I UG j - UGT 0 OIT 12" MAGNOLIA sy [S'� I WQ F p^�p J w 40" WHITE OAK I ' v �/R�MQGNOLIA � II II N J UGT UGT m � U 9 \ \ \G \ U/G COMM L I E (OLD-DATR) O DATE I I CONC. STEPS I \ -I - ` \ UNABLE TO IELD LOCATE. I I RISES j ' CONC. STEPS \ I RUNSAPPROXIMATEL SHOWN FROM > TW=498.6l' I I I 3 RUNS I U GlS UTILIT SHEET FROM o 0610312022 1 I I 4 RISES ENTURYLINK 1 COPPERIRON ' I ' � \ �I STORMSEWER I /q FF=506.61' \ w DRAWN BY a I z M. DENHARD g I vL (APPROXIMATE, TYP) FLOOR DRAIN I 1 I I I - \ \ • DESIGNED BY SD GRATE I (APPROXIMATE, TYP) a 1% I m w \\ I • M. DENHARD TOP = 498.59' FULL OF DIRT �� TW=500.62' I I so/ 3 24"BEECH rp w 60\ ` \ • CHECKED BY ib ROOFDRAIN COPPERIRON (APPROXIMATE, TYP) STORM SEWER y ¢ I . ' 2 \ \ • B.CICHOCKI I (APPROXIMATE, TYP) I 'v 2 STORYBRICK 1 410 E HIGH STREET 1 1 v I g 3 1 • SCALE 0 I z LIMITS OF DISTURBANCE = 7,126 SF 1 \ BRICK RAMP I w ----// I m I i ¢o i 1"=10' U FF=506.09' ■ m I 0 o Y CONC STEPS \ I II I d j I •• I I I 3RSES 2C \ 1 I , BRICK WALK 30"MAGNOL/AI II , / Q TW=499.42' I I I -'--- / 4'SD ♦ o-��c -'SD 11 I I I I !w / I C9 J ,6"HOLL/Y I SWK � � I I I I 1 II � I I IL 505.72' I I 1 I I I I I ( n I �y.�,/ I I 50 . 1' 1 a .50 ; I 1 I 1 // I ` I w2 LA w °l1k' I BRICK STEPS 01 _ 1 4 RUNS - -UGP � / ro / FFE=506.08' � - _ / WALL ' SWK 41 /! 5R/SES � � 1 / i 11 506 n: 506.09' SWK I / \ ` j I s ,�. / \ Q a IT WALL 505.20' I I \/ PN. 530033000 I // I I I U z \ 1 - OF CHARLOTTESVILLE, I J X � 36"DEC. / TS \ \ I TbV�503.8T 1 I U ` ; if / I 1 0 (4) RISERS 5o5.81' SITE WALLS I \ VIRGINIAANDCOUNTYOF w a 1 SWK `- -- JCITY ALBEMARLE, VIRGINIA UGP U P IGP 1 \ I 1 593.34' 505 _ BRICK WALK ' I ^ 1 0 0 503.65' S j COPPERIRON L.L Lu \ Q I I z3' 00 I o U�$ -- o STORM SEWER I I > GG Y BRICK STEPS +°D 4 0 0 SWK 503.65' / \ l ¢ I 3 UN: N N N 503.65' ' (APPROXIMATE, TYP) I 1 I w w Q \ I Y 4 RISES \ SWK SWK SWK j / 1 4 � 503.55' 503.55' \ 503.55' / 1 I io O O z vac '3' I' - I I _j I --I \ \ / m 5 3.3d' 2� ` o�\ 11cca FF=50575' /' I I � Q \ \ \ 1� \ ' I \ I 2 A \ a \ \ \ \ i r ■^, LJ Q \ \ N \ \ I I o SWK WK \ \ \ \ 503 07 503. 1' d LSA LSA \ TW=504.77' I 4r Z a I \ \ \ 8"BRICK WALL \ U 8"BRICK WALL \ kN-�Z I i I �O O 7D 40"DEC. II \ \ \\\ \\\ \ \ \ / / /\\ \Ll 1-1 E \ 21„P"PIN OAK I U = Z vz;rO F i I \ \ \ / • Gq I L G_ U 0 I I ld� OLLY \\ \ \ / SIzE J Lu CC < z uj < U \ \ J \ \ \ 16" HOLLY \ � � BRICK WALK CONC STEP / \ i 4 I �O - � � \ I \ \\ \ \ \ /J■ U P / I // -503 /r m \ \ \` - - - - - - _ - - - - - - - - - \ w I UGP \ m � � _ 503 - � - - - \ � \ 1 I Lu m _ M \ \ I \ LIGHT VEHI LE ACCESS \ _ � P UGPT ` / W \ / \ 24"O�iK ` I / I \ ZRUIBER ATTING OR QUIVALENT�UG J \ I� UIRED T PROTECT BRICK DURI 3 / \ / \ \ 1 \ \ CONS TRUC ON) ` \ GA - - -Uc _ _ I UNABUIG LE TOMM LFIELD LOCATE.) 1 \ \ I I \ \ ,�+'uj ` \ 36" DEC. ��c�`� rW=503.39" m APPROXIMATEL Y SHOWN FROM ktiv `\ I GISUTILITYSHTTFROM I I CENTURYLINK. 1 12" DEC. A I SD GRATE I I 2 I 36" DEC. I ` \ TOP = 502.28' 12"DEC. - \ I I I 20"DEC. \ \ INV OUT = 500.88' 4"PVC 1 I \ N \ JOB NO. SCALE 1"=10'\� `\ \\ \�12"DEC. \`, `\ _ 46372 0 10' 20' cps \502. - - - - _ _ / - - / / SHEET NO. ---- oti C5.0 15' BRICK WALL \ \ - - ,5 \ \ � 15" BRICK WALL 15" BRICK WALL /