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Home My WebLink AboutSDP201400048 Plan - Approved 2014-08-203 v U UI 0 °o i c a CL 2 "c 0 0 0 N i aYi 3 v a v J 0 M i .. THE LOFTS AT MEADOWCREEK SHEET N0. DRAWING N0. TITLE 1 OF 16 C -1 COVER SHEET 2 OF 16 C -2 PROFFERS, VARIATIONS AND WAIVERS 3 OF 16 C -3 GENERAL NOTES AND LEGEND 4 OF 16 C -4 EARTHWORK SPECIFICATIONS 5 OF 16 C -5 EXISTING CONDITIONS AND DEMOLITION PLAN 6 OF 16 C -6 SITE LAYOUT PLAN 7 OF 16 C -7 GRADING AND DRAINAGE PLAN 8 OF 16 C -8 UTILITIES LAYOUT PLAN 9 OF 16 C -9 RIO ROAD FRONTAGE IMPROVEMENTS PLAN AND PROFILE 10 OF 16 C -10 SITE DETAILS 11 OF 16 C -11 RIO ROAD PAVEMENT MARKING AND SIGNAGE PLAN 12 OF 16 C -12 RIO ROAD CROSS SECTION AND DETAILS 13 OF 16 C -13 RIO ROAD TRAFFIC CONTROL PLAN WORK AREAS 14 OF 16 C -14 RIO ROAD TRAFFIC CONTROL PLAN NOTES AND DETAILS 15 OF 16 SD -2.01 ELEVATIONS 16 OF 16 SD -2.02 ELEVATIONS + SECTIONS ABBREVIATIONS AFF ABOVE FINISHED FLOOR FH FIRE HYDRANT AHD AHEAD FM FORCEMAIN ARV AIR RELEASE VALVE FL FLUORIDE BC BACK OF CURB FOC FACE OF CURB BF BLIND FLANGE GALV GALVANIZED BFF BASEMENT FINISHED FLOOR GV GATE VALVE BM BENCH MARK HB HORIZONTAL BEND BK BACK HC HANDICAP BOV BLOW OFF VALVE HDPE HIGH DENSITY POLLYETHELENE. CAN CABLE TELEVISION HK HOOK CG CURB & GUTTER ID INNER DIAMETER CIP CAST IRON PIPE INV INVERT W CENTER LINE IPS IRON PIN SET C.L. CHAIN LINK IPF IRON PIN FOUND CMP CORRUGATED METAL PIPE JB JUNCTION BOX CO CLEAN OUT LAT LATERAL CONC CONCRETE LF LINEAR FEET CPP CORRUGATED PLASTIC PIPE LT LEFT CY CUBIC YARDS MH MANHOLE D.I. DUCTILE IRON NBL NORTH BOUND LANE DIA DIAMETER NIC NOT IN CONTRACT DIP DUCTILE IRON PIPE NTS NOT TO SCALE EL ELEVATION O.C. ON CENTER ELEC ELECTRIC PE POLYETHYLENE EOP EDGE OF PAVEMENT PGL PROFILE GRADE LANE EOTL EDGE OF TRAVEL LANE PROP PROPOSED EQPT EQUIPMENT PS PLANTED STONE FOUND EX OR EXIST EXISTING PVC POLYVINYL CHLORIDE FF FINISHED FLOOR PVMT PAVEMENT NOTE: ALL ABBREVIATIONS SHOWN MAY NOT BE USED. RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SB SETBACK SBL SOUTH BOUND LANE SD STORM DRAIN SQ SQUARE S.S. STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL SW SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS &V TAPPING SLEEVE AND VALVE TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED VB VERTICAL BEND VHD VEHICLES PER DAY W WATER WL WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS ALBEMARLE COUNTY, VIRGINIA RIO MAGISTERIAL DISTRICT JUNE 23, 2014 INITIAL SITE PLAN ZMA # 201300001 AT,BFRMART,F, COTWTV nV13ARTMVVT APPRC)X7AT - APPROVALS DATE o, 3040 AVEMORE SQUARE PLACE PLANNING /ZONING CHARLOTTESVILLE VA, 22911 ENGINEER 6^ INSPECTIONSI (434)984 -2700 ARB Westmoreland DEPARTMENT OF FIRE & RESCUE WW ASSOCIATES, INC., JANUARY 2013 FIELD SURVEY ALBERMARLE COUNTY SERVICE AUTHORITY 2 -FOOT CONTOURS VIRGINIA DEPARTMENT OF TRANSPORTATION % HEALTH DEPARTMENT VERTICAL DATUM: NAVD88 COUNTY, STATE: ALBEMARLE COUNTY, VIRGINIA O RIO TAX MAP REFERENCES: Northfields CURRENT ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) AREA = 2.80 ACRES OVERLAY DISTRICTS: AIRPORT IMPACT AREA 61A -17 oa WATER AND SEWER WATERSHED SUPPLY PROTECTION AREA: NO DEVELOPMENT AREA: YES MASTER PLAN: PLACES 29 - SOUTH FUTURE LAND USE: URBAN DENSITY PROPOSED USE: 65 MULTI - FAMILY RESIDENTIAL GARDEN STYLE APARTMENTS (RENTAL) o� Rivanna �0 /o �o River South all �a �rot� \ Fork 0 S ao \e D� 0e Rio I' Wakefield Free State Rd z O< o< Dunlor 0 No c� N Dr e 0 River 0 a Run To Lane � °' r Pen - Arj._i Treesdale- MUE o„ a OM '� Pen Wad; :��. 'Qo' S Park SITE Penfield e,�p or Lane VICINITY MAP SCALE: I " =2000' can AT,BFRMART,F, COTWTV nV13ARTMVVT APPRC)X7AT - APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT 3040 AVEMORE SQUARE PLACE PLANNING /ZONING CHARLOTTESVILLE VA, 22911 ENGINEER DAVID M. JENSEN, PE INSPECTIONSI (434)984 -2700 ARB WW ASSOCIATES, INC., JANUARY 2013 DEPARTMENT OF FIRE & RESCUE WW ASSOCIATES, INC., JANUARY 2013 FIELD SURVEY ALBERMARLE COUNTY SERVICE AUTHORITY 2 -FOOT CONTOURS VIRGINIA DEPARTMENT OF TRANSPORTATION HORIZONTAL DATUM: NAD83 HEALTH DEPARTMENT VERTICAL DATUM: NAVD88 NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X, AREAS DETERMINED TO BE OUTSIDE THE 0.296 ANNUAL CHANCE FLOOD PLAIN AS PER FEMA FIRM MAP NUMBER 51003CO287D DATED FEBRUARY 4, 2005. 2. TO THE BEST OF OUR KNOWLEDGE AND BELIEF THERE ARE NO KNOWN GRAVE SITES ON THE PROPERTY AS BASED ON VISUAL OBSERVATION. 3. THE IMPROVEMENTS SHOWN IN RIO ROAD (LEFT AND RIGHT TURN LANES, TRANSITION TAPERS, STORAGE LENGTH, AND CHANNELIZATION LENGTH) WERE ESTABLISHED IN MEETINGS WITH MR. JOEL DENUNZIO, P.E., VDOT CHARLOTTESVILLE RESIDENT ADMINISTRATOR. MR. DENUNZIO INDICATED THAT IF THESE IMPROVEMENTS WERE PROVIDED THAT' VDOT WOULD NOT REQUIRE A TRAFFIC IMPACT ANALYSIS. 4. A WAIVER TO DISTURB CRITICAL SLOPES HAS BEEN APPROVED BY ALBEMARLE COUNTY WITH ZMA201300001 (SEE LETTER ON SHEET 2). 5. ALL EXTERIOR LIGHTING SHALL BE ALBEMARLE COUNTY CODE COMPLIANT. ALL EXTERIOR LIGHTING IS LESS THAN 3000 LUMENS THEREFORE A PHOTOMETRIC PLAN IS NOT REQUIRED. PARKING GARAGE SHALL BE ILLUMINATED TO A MINIMUM OF 2.0 FOOT CANDLES WITH A MAXIMUM /MINIMUM UNIFORMITY RATIO OF 10:1. 6. AN AUTOMATIC SPRINKLER SYSTEM WILL BE INSTALLED IN THE BUILDING CONFORMING TO NFPA13R STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEM IN LOW RISE RESIDENTIAL OCCUPANCIES. SITE DATA: NAME OF DEVELOPMENT: THE LOFTS AT MEADOWCREEK OWNER /DEVELOPER /APPLICANT INFORMATION: NAME: BLUESTONE LAND, L.L.C. ADDRESS: C/O PINNACLE CONSTRUCTION & DEVELOPMENT CORPORATION 1821 AVON STREET SUITE 200 CHARLOTTESVILLE, VA 22902 PHONE: (434)979 -2900 ATTN: WILLIAM N. PARK ENGINEER INFORMATION: NAME: WW ASSOCIATES, INC. ADDRESS: 3040 AVEMORE SQUARE PLACE LEVEL 2: CHARLOTTESVILLE VA, 22911 PROJECT ENGINEER: DAVID M. JENSEN, PE PHONE: (434)984 -2700 SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC., JANUARY 2013 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC., JANUARY 2013 FIELD SURVEY No. UNITS: 2 -FOOT CONTOURS HORIZONTAL DATUM: NAD83 VERTICAL DATUM: NAVD88 COUNTY, STATE: ALBEMARLE COUNTY, VIRGINIA MAGISTERIAL DISTRICT: RIO TAX MAP REFERENCES: 61A -15 AND 61A -17 CURRENT ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) AREA = 2.80 ACRES OVERLAY DISTRICTS: AIRPORT IMPACT AREA 61A -17 JURISDICTION AREA DESIGNATION: WATER AND SEWER WATERSHED SUPPLY PROTECTION AREA: NO DEVELOPMENT AREA: YES MASTER PLAN: PLACES 29 - SOUTH FUTURE LAND USE: URBAN DENSITY PROPOSED USE: 65 MULTI - FAMILY RESIDENTIAL GARDEN STYLE APARTMENTS (RENTAL) DENSITY: 65 DU /2.8 AC =23.21 DU /AC. OPEN SPACE: AREA = 70,696 S.F. (1.62 ACRES) RECREATION: FITNESS CENTER: 1,189 S.F. PASSIVE: 5,645 S.F. TRAFFIC GENERATION: ITE LAND USE: 220 AVERAGE DAILY TRIP ENDS (PAGE 327, 8TH EDITION ITE TRIP GENERATION) WEEKDAY: 6.65 AVG VEHICLE TRIP ENDS PER OCCUPIED UNIT - 50% ENTERING /EXITING (6.65)(65) = 433 VPD PEAK HOUR ADJACENT STREET TRAFFIC (PAGE 328 AND 329 8TH EDITION ITE TRIP GENERATION AM (AVG RATE = 0.51 PER DU) 20% ENTERING 85% EXITING (0.51)(65)(0.20) =7 VPH (0.51)(65)(0.80) =27 VPH PM (AVG RATE = 0.62 PER DU) 65% ENTERING 35% EXITING (0.62)(65)(0.65) =27 VPH (0.62)(65)(0.35) =15 VPH RIO ROAD SR631 POSTED SPEED 35 MPH FUNCTIONAL CLASSIFICATION: URBAN COLLECTOR 2012 AADT 21000 2012 AAWDT 23000 PARKING: SURFACE PARKING SPACES = 13 SPACES PODIUM GARAGE PARKING SPACES = 68 SPACES (INCLUDES 2 VAN ACCESSIBLE SPACES) 81 SPACES A WAIVER OF THE NUMBER OF PARKING SPACES, ZO SECTION 4.12.2c.1, HAS BEEN APPROVED BY ALBEMARLE COUNTY WITH ZMA 201300001 (SEE LETTER ON SHEET 2). THERE HAS BEEN NO REDUCTION TO THE NUMBER OF PARKING SPACES SHOWN ON THE APPLICATION ASSOCIATED WITH ZMA 201300001. BUILDING DATA: GLOSS SQUARE FEET: 114,214 S.F. GARAGE FOOTPRINT: 26,131 S.F. LEVEL 1: 24,460 S.F. LEVEL 2: 22,957 S.F. LEVEL 3: 24,480 S.F. LOFTS: 16,186 S.F. FITNESS CENTER: 1,189 S.F. CONFERENCE ROOM: 284 S.F. No. UNITS: 35 -1 BR UNITS 28 -213R UNITS 2 -313R UNITS 65 TOTAL UNITS BUILDING HEIGHT: 50.60 FEET PARAPET HEIGHT: 7.00 FEET FIXTURE VALUE UNITS: 316 (90 GPM) IMPERVIOUS COVER: AVG. GRADE 0 BLDG.= 463.62 PRE - DEVELOPMENT: 7,825 SF POST DEVELOPED: 51,272 SF (1.18 ACRES) BUILDING: 27,179 SF PARKING LOT: 3,031 SF DRIVE ISLE: 7,121 SF SIDEWALKS AND PATIOS: 9,206 SF NEW RIO ROAD PAVEMENT: 4,735 SF , 'DF DESIGNED BY: PROJECT. SET REV. NO. PCs THE LOFTS AT MEADOWCREEK ENGINEERS DRAWN BY. INITIAL SITE PLAN SURVEYORS REG ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U DAVID M. JE SEN PLANNERS TITLE: I:�ic. No. 1 48 S ® T D1HR 8Y.H� COVER SHEET C-1 SHEET NUMBER: PO Box 4119 3040 Avemore Square Pt. ti Lyuchbarb, VA 24502 Cha�l.ft s il[e, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: &.ro AL Phone: 4343www.0wd oc�atesazs49s4.z7oo 213001.04 300104C_CS.dwg CIVIL H: AS SHOWN 061231114 1 of 16 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. N A O� 3 'O 1 2 U� �F O O O M / C O 0 O C O O O N Y O V 3 O O r.+ O as v 0 v O O M N / Ot 3 -v N I 2 0 o_ O M c O a D c O O O N v 3 O 'v v 0 J oO n i ALBEMARLE COUNTY GENERAL NOTES: GENERA! CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO THE CURRENT EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND THE CURRENT EDITION OF THE VDOT ROAD AND BRIDGE STANDARDS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS- DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. GENERAL CONDUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION( CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES (DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MIRY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBIS /1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 2078.) RNANNA WATER & SEWER AUTHORITY (M) GENERAL WATER & SANITARY SEWER NOTES 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977 -2970 EXT. 205) SHALL BE NOTIFIED THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF. NO TIE -INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. NO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPECIAL WRITTEN PERMISSION FROM RW'SA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOR TIE -INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE - TESTED BEFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILABLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTURES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT. DAMAGE TO ANY EXISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 8. EROSION AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING. 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND /OR PRE- AND POST -CCTV MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DAMAGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS. WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE. 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING THE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRAINAGE STRUCTURES, ETC. 14. TREES ARE NOT PERMITTED IN THE RWSA EASEMENT. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). WW ASSOCIATES GENERAL NOTES: GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1- 800 - 552 -7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE APPROXIMATE. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 252 AND AS SPECIFIED ON THE DRAWINGS. 6. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 7. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 8. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RNANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 12. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 5. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698 -4000. MISCELLANEOUS NOTES 1. THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0278 -D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 3. HORIZONTAL DATUM: NAD -83 VERTICAL DATUM: NAVD 88 4. EXISTING TOPOGRAPHY FOR THIS SITE IS BASED ON A FIELD SURVEY PERFORMED BY WW ASSOCIATES, INC ON JANUARY, 2013. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 3. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 4. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 13. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 14. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 15. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL-VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 16. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 17. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 18. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 19. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. EX. SYMBOL LEGEND NEW 0 BENCHMARK /FFE 1> c BOLLARD O O BORE HOLE O ❑D BUILDING COLUMN ❑o UGE BUSH G © CABLE BOX Rc CEMETERY CONIFEROUS TREE DECIDUOUS TREE DRAINAGE INLET GRATE DRILL HOLE Q T ELECTRIC PANEL BOX Q FE-1 ELECTRIC PEDESTAL ❑E [11 ELECTRIC TRANSFORMER Ill V ELECTRIC MAN HOLE CE FIRE HYDRANT FLAG POLE b' © GAS MAN HOLE GM GAS METER QM �Q GAS VALVE �Q © GENERATOR RG GROUND LIGHT GUY POLE - Q� HANDICAPPED PARKING IH HEAT PUMP H❑ 0 IRON PIN 0 LIGHT POLE 0 16 MAILBOX 10 MONITORING WELL 0 MONUMENT FOUND MONUMENT SET Fl 8 PANEL POINT 8 e POWER METER 0 POWER POLE 0 -o--c_ ROAD SIGN -�-� ED SANITARY CLEAN OUT OS SANITARY SEWER MAN HOLE O S�P SIAMESE CONNECTION SIGN -�- 0 SPRINKLER HEAD QD STORM DRAIN MAN HOLE D� TRAFFIC LIGHT POLE 0 TELEPHONE MAN HOLE (1) ❑T TELEPHONE PEDESTAL �T TELEPHONE POLE $ ® TELEPHONE JUNCTION BOX 1p im TEST PIT 69 z TRAFFIC CONTROL BOX 23 TRAFFIC JUNCTION BOX Q TRAVERSE Q D UTILITY MARKER POST Q C7C)_) UTILITY POLE COL, 0 VENT PIPE C OW WATER MAN HOLE WATER METER No m WATER VALVE m 0 WELL O ® YARD GRATE mm EXISTING - - -RAW- - - -R/W- - - - -R/W- - - -R/W- OHCT OHCT UGCT UGCT OHT OHT UGT UGT OHE SFM SFM SAN SAN OHU OHU UGU UGU W W LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CAN UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TR EELI N E UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE WETLAND LIMITS EXISTING FEATURE TO BE DEMOLISHED CONCRETE GRAVEL PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS SHOWN MAY NOT BE USED. NEW - - - -RAW- - - -R/W- - - - -R/W - - ----R/W- TO B TOB W W I W1116% Ll OP DESIGNED J. PROJECT. SET LOFTS AT MEADOWCREEK SET REV. N0. s v ENGINEERS INITIAL SITE PLAN SURVEYORS DRAWN B ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. JE SEN WE PLANNERS TITLE: DIHR BY: C -3 Lic. No. 1 484 AsSOCIATE3`1 . GENERAL NOTES AND LEGEND SH EET NUMBER: Doug, 4t19 ;04oAvemoreVA2291 �/WA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE. Lynchburg VA 24$02 Chailonesoille VA 22911 INAL�0< Phone: 434.316.6080 Phone: 4349842700 300104C ND -2.dW CIVIL H: N/A 3 Of 6 www.wwassociates.net 213001.04 g V. N A 06123114 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE GAS GAS TOB TOB OHE OHE UGE UGE SFM SFM SAN SAN OHU OHU UGU UGU W W LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CAN UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TR EELI N E UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE WETLAND LIMITS EXISTING FEATURE TO BE DEMOLISHED CONCRETE GRAVEL PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS SHOWN MAY NOT BE USED. NEW - - - -RAW- - - -R/W- - - - -R/W - - ----R/W- TO B TOB W W I W1116% Ll OP DESIGNED J. PROJECT. SET LOFTS AT MEADOWCREEK SET REV. N0. s v ENGINEERS INITIAL SITE PLAN SURVEYORS DRAWN B ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. JE SEN WE PLANNERS TITLE: DIHR BY: C -3 Lic. No. 1 484 AsSOCIATE3`1 . GENERAL NOTES AND LEGEND SH EET NUMBER: Doug, 4t19 ;04oAvemoreVA2291 �/WA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE. Lynchburg VA 24$02 Chailonesoille VA 22911 INAL�0< Phone: 434.316.6080 Phone: 4349842700 300104C ND -2.dW CIVIL H: N/A 3 Of 6 www.wwassociates.net 213001.04 g V. N A 06123114 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE v, 3 v v U 0 0 0 i 0 4. a� c 0 0 0 N i ayi 3 O v v 0 i EARTHWORK REQUIREMENTS 1.GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTIONS 23 A AND B. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND A MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADIE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS % -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT 'SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS )AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTIOI`V SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTIONS 23 A AND B. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEb /ELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION IS ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL (PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 90% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 95% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 95% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING; FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 1556, OR ASTM D 2922 AND ASTM D 3017. WHEN ASTM D 2922 AND ASTM D 3017 DENSITY TESTS ARE USED, VERIFY DENSITY TEST RESULTS BY PERFORMING AN ASTM D 1556 DENSITY TEST AT A LOCATION ALREADY ASTM D 2922 AND ASTM D 3017 TESTED AS SPECIFIED HEREIN. PERFORM AN ASTM D 1556 DENSITY TEST AT THE START OF THE PROJECT, AND FOR EVERY 10 ASTM D 2922 AND ASTM D 3017 DENSITY TESTS THEREAFTER. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. , 4 o = DESIGNED DM J. PROJECT. SET LOSS AT MEADOWCREEK SET REV. N0. o ENGINEERS DRAWN BY. INITIAL SITE PLAN SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DAVID M. JE SEN Ws PLANNERS TITLE. Li�c. No. 1 484 DIHR BY: C-4 AsSOCIATES H �yy EARTHWORK SPECIFICATIONS �+ { � PO Box 4119 3040 Avemore Syuue PI. `� HEET NUMBER: ti Lynchburg, VA 24502 Ch�lutte,vilL. VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone. 434984.2700 4 of 16 No. 10 NAL E 213001.04 300104C_ND-3.dwg CIVIL H: N/A 06123114 SHEET REVISION BY DATE N0. SHEET REVISION BY DATE W�,w. "`°ass " "t`ea.ae` V. MIA 3 Cal O 0 i c 0 Q. a2 ti c 0 °o N a�i 3 v° v v v. J o° N z GENERAL DEMOLITION NOTES 1. CONTRACTOR SHALL LOCATE EXISTING UNDERGROUND SERVICES - TO INCLUDE BUT NOT LIMITED TO ELECTRIC, CABLE, TELEPHONE, GAS, SANITARY SEWER, SEPTIC TANKS, DRAIN FIELDS, WATER AND STORM DRAIN - AND SHALL COORDINATE PROPER PROTECTION, DEMOLMON, RELOCATE AND /OR ABANDONMENT WITH APPROPRIATE OWNER /UTILITY COMPANY. 2. CONTRACTOR SHALL WALK THE SITE AND BE FAMILIAR WITH THE SCOPE OF DEMOLITION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND BE UNCLASSIFIED EXCAVATION. 3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE DISPOSAL OF EXISTING BUILDING AND APPURTENANCES, CONCRETE CURBS, GUTTERS AND SIDEWALKS, BITUMINOUS CONCRETE PAVEMENTS, CONCRETE PADS, RETAINING WALLS AND ALL MATERIALS OR VEGETATION/TREES CLEARED AND STRIPPED (AS DIRECTED BY SOILS ENGINEER) TO THE EXTENT NECESSARY FOR THE INSTALLATION OF NEW IMPROVEMENT AND WITHIN THE LIMITS OF CLEARING AND GRADING. COORDINATE WITH DWG. NO. C -6, C -7 AND C -8. 4. THE CONTRACTOR SHALL PROTECT ALL PROPERTY AND STRUCTURES AND UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO THE PROPERTY DUE TO THE CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO THE OWNER. 5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND FIRE HYDRANTS AND STORM DRAINAGE UTILITIES THAT SERVICE ADJACENT PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. 6. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD OF DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS BEGUN. AFTERWARDS A PHOTOGRAPHIC RECORD SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS. 7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, TREE/VEGETATION AND UTILITIES NOT INTENDED FOR DEMOLITION SHALL BE MAINTAINED, PROTECTED, AND UNDISTURBED DURING DEMOLITION. CONTRACTOR SHALL COORDINATE THE REMOVAL OF BITUMINOUS CONCRETE PAVEMENTS, CURBS, CURB AND GUTTER AND SIDEWALK WITH DWG. NO. C -6, C -7 AND C -8. 8. SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS, CURBS AND GUTTERS AND SIDEWALKS TO BE DEMOLISHED SHALL BE PROVIDED. 9. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS AS WELL AS OSHA REGULATIONS. 10. CONTRACTOR'S ACTIVITIES SHALL NOT IMPEDE USAGE OR INGRESS /EGRESS TO ADJACENT USES OR PROPERTIES. COORDINATE WITH OWNER MAINTENANCE OF TRAFFIC /PEDESTRIAN CIRCULATION DURING CONSTRUCTION. 11. EXISTING PAINT STRIPING REMOVAL SHALL BE COORDINATED WITH VDOT. 12. EXISTING OVERHEAD ELECTRIC ALONG RIO ROAD TO BE RELOCATED. COORDINATE WITH DOMINION POWER. 13. EXISTING WELL AND SEPTIC TO BE DEMOLISHED /ABANDONED IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS. SIGN - - X 466 o GN - R?WOH� LINE TABLE LINE # DIRECTION LENGTH L 1 N25 °50'02 "E 89.98 L2 N20 °29'29 "E 90.56 L3 N 19 °25'35 "E 90.79 L4 N 19.51 '51 "E 90.69 L5 N20° 18'21 "E 89.21 TO BE VACATED TMP: 061A0 -00 -00 -02500 EX 20' WL ESMT CATHOLIC DIOCESE OF RICHMOND TO TMP 61A -25 LIMITS OF CRITICAL SLOPES WALTER D.B. SULLIVAN 1836 PBI444P ET AL I (NO UTILITY INSTAL LED) }, DB 422 PG 36 TO BE DISTURBED. w ZONED: R4 RESIDENTIAL TO BE VACATED AREA OF CRITICAL SLOPES EX 20' SAN ESMT USE: VACANT DISTURBED =1,403 SF DB 2055 PG 546 S24 °33'42 "W I TMP: 061AO -00 -00 -01600 IRS - - JOSE f PH B. OR LORI D. WOOD LO 386. D.B 1962 P. 77 ZONED: R4 RESIDENTIAL k o y�o E . / /TMP• , 81A0 -00 -DD 17 o I I o ' `n USE: RESIDENTIAL P /o �' I LEGEND = SLOPES GREATER THAN 25% m . 1 • 1 EXISTING FEATURE TO DEMOLISHED, PAINT STRIPING TO •l_1 21C = SOIL BOUNDARY 21B N / / �� i z6N roaH D QDEL - D "' USE: V I I LZ � S24'35'40 "W IRF - - - - IRF IRS "^ - DISTURBED 9P� / TMP: O 1A0 -( -00- 1 �/ / / r/ l l ,y 60.58' EX 20' SAN ESMT LLC / / / / / / / All, NO DB 1989 PG 718 ED. N D OOD DEL DISTRICT / l l / f \\ j / AR\D RE�I / / / / / / / / / N SSMH TOP- 443.45 / ,b SSMH % �/ / / / / �� 2" HOLLY PRIVACY NCE F TOP =437.52 / / <,,/ / N�0 / /'^ / ---TST FL00 18 CEDAR INV IN- 423.57 / SLATE P TIO NV OUT= 423.37 \ \ \ \ / / / / / FFE= 9.27 J2 CHAIN LINK FENCE ' FL00 5' DI BUSH --� ` / / ✓ / /� LLY Po 6 SOIL TYPE TYPICAL ° � H SCS SOIL DATA )� E= 478.25 w PROVIDED ON E &S NARRATIVE SHEET / / '� / / d STING �/ 1 THE IN/ `BUS �6 DA / `� H Bus � �x / ! / I f 50 / / / 18EDAR -4 ,;•_ / DIA BUSH fis..v. SOIL DIVISION LINE r P 0 4 1 SEE AVEMENT / ° F / 1 'DIA BUSH ) / t. �- (TYPICAL) - 9W /..:: / (TYP OF 6) / 5 TMP: 061AO -00 -00 -02900 J DEM TIOIy DL�TAiI / / 8', DocwooD / E" CATHOLIC DIOCESE OF RICHMOND THISFI ET / 8' DIA BUSH 6' DIA BUS WALTER F. SULLIVAN BISHOP ET AL (TYP OF 11 (TYP OF ) TMP: 061A0 -00 -00 -01400 D.B. 1802 P. 311 ' / / / / Z8DIA STANLEY C. CHANG ZONED: R4 RESIDENTIAL / / / H/ 36" AK D.B. 4221 P. 317 BUS " USE ELEMENTARY SCHOOL "i' / � 36» 5 ZONED: R4 RESIDENTIAL STA =7 +41.98 STA =12 +50.33 �� 1 460/ !�:, 4 6' DIA B17SH DEC IDU s USE: RESIDENTIAL BEGIN PAVEMENT :., s" DOGDOD T E \ DEMOLITION END PAVEMENT MARK 6" DOG END IRS IRF DEMOLITION ,,�R SPIKE -470- / - J / - , V LEV =471. L3 - / \ cD \ _464 '�:: / - QHUE �u 5 8' D( 6,> 0 00 / W TERILWE N� + SIGN +00\N W 1 U - W r\7.. a < < < 12 "x12" 12 "x12 l i 12 "x12 INLET EXISTING INLET '� l ~EXISTING INLET TOP= 467.49 CONCRETE To =469.29 CONCRETE TOP= 465.89 SIDEWALK GAS SIDEWALK INLET z VALVE TOP= 467.23 m �- .. .. �6 +0 - RIO ROAD _ \ O _ > -RTE. 63 \ rn \ (RIW RIES '� <v vr - R /W-0 R/ TMP: 06100 -00 -00 -18200 a 8 TYP TREESDALE LP TMP: 061 A2- 01 -- -(A -00100 D.B 3934 P. 235 RIO ROAD HOLDINGS LLC z ZONED: PLANNED RESIDENTIAL DEVELOPMENT ZONED: R4 RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL o w w CL I - I LINV= TMP: 06lAO- 03- 00 -ODOAO PHASE ONE VILLAGE SQUARE TMP: 061AO -03 -00 -00100 ' NORMAND OR THERESE AUGER 457.54 TMP: 06100- 00- 00 -180A0 PROPERTY OWNERS ' D.B. 3131 P. 79 THOMAS OR RITA HASSALL ASSOCIATION INC ZONED: R -4 RESIDENTIAL TMP: 06100 -00 -00 -17900 OR MEREDITH HASSALL D.B. 952 P. 355 USE: RESIDENTIAL JOHN H. OR MARY N. KETCHAM OR ANTON LARGIA ZONED: R -4 RESIDENTIAL D.B. 1724 P. 559 D.B. 2734 P. 90 USE: VACANT RESIDENTIAL ZONE: R -4 RESIDENTIAL ZONED: R -4 RESIDENTIAL USE: RESIDENTIAL USE: RESIDENTIAL SHEET REVISION _ _ cni� i my �••� -- -- - - - - DEMOLITION SCHEDULE' ---- TRAVEL LANE 12* PAVEMENT AS, >: _ DETERMINED IN FIELD , 1� DEMOLISH EXISTING ASPHALT PAVING \.y EX PAVEMENT , 2� DEMOLISH EXISTING BUSHES AND TREES "' SECTION / ADEMOLISH EXISTING RESIDENCE FOUNDATION, BASEMENT, r 4., PORCH PATIOS AND CONCRETE SURFACES SMOOTH - vw SAW CUT . .. I J 4 RELOCATE EXISTING OHU TO THE EXTENT NECESSARY TO All CONTRUCT NEW IMPROVEMENTS ADEMOLISH EXISTING VEGETATIVE HEDGE EX PAVEMENT TO ADEMOLISH EXISTING FENCE Y`^ BE DEMOLISHED I. ADEMOUSH EXITING MAILBOX PAVEMENT DEMOLITION DETAIL 8 REMOVE EXISTING PAINT STRIPING AS SHOWN FOR UNCONFINED PAVEMENT EDGES NOT TO SCALE BY I DATE I NO. SHEET REVISION _....w ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Squire A Lynchburg, VA 24502 Chail.tte ille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociatcs.nct IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' DESIGNED BY: PROJECT: DMJ THE LOFTS AT MEADOWCREEK DRAWN BY: INITIAL SITE PLAN KM ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: EXISTING CONDITIONS AND DEMOLITION PLAN HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213001.04 300104C_EX.dwg CIVIL � N -40, 06/23/14 SET REV. NO. DRAWING NUMBER: C -5 SHEET NUMBER: 5of16 3 'o I N UI 0 °o c a c O o° N v 3 v v J O M N E; EX 20' SAN ESMT DB 1989 PG 718 I I IRS I I i I N LI E I IRF IRS - - DISTURBED SSMH FENCE TOP= 443.45 \ S \ CONNECT TO \ N EXISTING TREE LINE \ S SSMH TOP= 437.52 \ . INV IN= 423.57 INV OUT= 423.37 TMP: 061AO -00 -00 -02900 CATHOLIC DIOCESE OF RICHMOND WALTER F. SULLIVAN BISHOP ET AL D.B. 1802 P. 311 ZONED: R4 RESIDENTIAL USE: ELEMENTARY SCHOOL ® 49 OHO OHO G �- O + W - W G W 15' STORMWATER MANAGEMENT MAINTENANCE EASEMENT /V_7 EX 20' SAN ESMT DB 2055 PG 546 / TMP: 061AO -00 -00- 01700. BLUESTONE LAND C 44M P. 29 ZONED: NEIGHBORHOOD M D�D / 0 , TMP: 061AO -00 -00 -02500 CATHOLIC DIOCESE OF RICHMOND WALTER F. SULLIVAN BISHOP ET AL D.B. 1836 P. 444 ZONED: R4 RESIDENTIAL USE: VACANT EX 20' WL ESMT TO TMP 61A -25 UTILITY INSTALLED) 422 PG 36 BE VACATED TMP: 061 AO -00 -00 -01600 JOSEPH B. OR LORI D. WOOD D.B 1962 P. 77 ZONED: R4 RESIDENTIAL USE: RESIDENTIAL IRF I / / NEW — — — — — TREE TMP: 081A0— oo— oo —Ot50o / LINE BLUESTONE LAND LLC �P . D.B. 4450 A 29 G / / O NEW I / ZONED: NEIGHBORHOOD 5 ,.:::' ' L / DUMPSTER PAD WITH BOARD ON BOARD \ TREEI / USE: R L/ FENCE WITH SWING LINE I / GATES. SEE \ i I c�P� , • ''' / L� D ARCHITECTURAL I PLANS. \ I i 2.0' STORM U) �P '� DRAIN p TRENCH m I I DRAIN ''' q • va Ld / �� / EASEMENT O / O /; ® oI I cn / DUMPSTER I R=5' °I R R 5' p�- :; . O G G Oc� CONNECT TO a GQ' �`E`QP I I EXISTING TREE I cl QP I G� (0 LINE / G / CONCRETE S )AB I FLUSH WITH Qp� D ASPHALT/ .. I , ° LOW ENTRY 10'X10' / FILTERRA I _40 SEATING WALL 12Q' D PSTER I I (BY OTHERS) / GG ° APPROA PAD ,\O SANITARY R� 0 - =10' LATERAL P R=112' R / R =5' / Q1 z I ° h / R=88' �' I SIAMESE $ r- is N y CO D6 WALL r- I HYDRANT 8 0, 20' STORM Q m I DRAIN �i ... EASEMENT R =50 u I a W ` •.,.. ��, / BUS( STOP. SEE 2-311 n, VTJAU NT ql. GGET IL DAWINGSNOUCL CL-10. F I .� © _ 100, I---- - - ---) R =5' NEW RIGHT I I I 4 ,�iPLK R =39' 1 �°) - J L OF WAY I S \O ? • W TMP: 061AO -00 -00 -01400 -GRECE R=27'1 rF - - I I STANLEY C. CHANG I I D.B. 4221 P 3 ZONED R4 RESIDENTIAL I \ PROJECT SIGNEAGE WALL (BY O W / ,:.: .. - _ _ USE: RESIDENTIAL OTHERS). SEPARATE BUILDING 7 CG -1 i�. PERMIT REQUIRED, NCR - I \• _ _ _ - - - - - - - - --�' � �' ° EX RIGHT CG -6 - F Sl(jE�,A ' --- - - IRF _ - BENCHWWK- ° CG -12 B K - 10' FRONT SB RR SPIKE - j R =15' O OF WAY _ _ _R I ELEV= 471.67 - - _ - _ _ _ - - - �J�LL� -HE R =30' IRS —OHE SIDEWAL - - - - - - - - - - - - HE �H CONCRETE' K OHO OH �'� EXISTING 0 _ a IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " - 20' 20' 0 20' IRS S C9B_- I �— - - - WA G-- TERLINE - R =1634' � 20 ACSA - --}-.- - �-- -�- �--- -- _ o .71 EASEMENT - - _ _ - - - - - - \ 7 +00 R=532' 10- 00 -- ._I- W - - - - - - - - - - - - W - - W _ _ W W _._. -__ W - w G � I NO. SHEET REVISION BY DATE NO. ISO SHEET REVISION 10 12'x12" /W— — F-9 - - —R /W— - - —R /W— - - —R /W— - - R /W -� - - —R /W— - - ---R /W — .____._ TMP: 06100 -00 -00 -18200 1 TREESDALE LP D.B 3934 P. 235 1 TMP: 061A2 -01 -OA -00100 ZONED: PLANNED RESIDENTIAL DEVELOPMENT USE: RESIDENTIAL ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlww,ville, VA 22911 Phone_ 434.316.6080 Phone: 434.984.2700 www.w",associates.net RIO ROAD HOLDINGS LLC ZONED: R4 RESIDENTIAL USE: RESIDENTIAL DESIGNED BY: PROJECT: SET REV. NO. DMA THE LOFTS AT MEADOWCREEK DRAWN BY: INITIAL SITE PLAN KM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: SITE LAYOUT PLAN C -6 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 213001.04 300104C_SP-1.dwg CIVIL H :1 " =20' p 6/23/ 14 6 of 16 V: NIA a► 3 'a O C9 vl V 0 0 0 / c 0 a a� 0 c 0 0 0 N Y V 3 a a a 0 J O O N / ►, 3 'v J UI 0 °o 0 a c O lz °o N 3 'O 0 J O N z TMP: 061 AO -00 -00 -02500 CATHOLIC DIOCESE OF RICHMOND WALTER F. SULLIVAN BISHOP ET AL D.B. 1836 P. 444 ZONED: R4 RESIDENTIAL USE: VACANT 1 EX 20' WL ESMT TO TMP 61A-25 UTILITY INSTALLED) 422 PG 36 BE VACATED EX 20' SAN ESMT C ' DB 2055 PG 546 IRS — - - TMP: 061AO- 00- 00 -01600 p�— JOSEPH B. OR LORI D. WOOD IF THIS DRAWING IS A REDUCTION — D.8 R4 S EN GRAPHIC SCALE MUST BE USED ZONED: R4 RESIDENTIAL —I - -- / - - -/ — —� - -/ —� - -� / —-- - - - - -- —� -- — - -�— USE: RESIDENTIAL SCALE: 1 - 20 T / " BW TMP: IAO- 00 -00 -0 700 I I / D UESTONE LA A6 LLC D.B. P. 29 / TW 466 ° \ NEIGHBORHOOD MOD�/D I I 2p` 0 20' f I ► / / USE. VACANT - / IRF I�w .. .. i IRF VRS DISTURBED \ /� / / ' / / / / / / // / 60.97 470 Tw tA0- 00-00— 10 / / �-/ AX / / / / / — — — — — — / TMP: ESTONE LLC r :; :: / / I EX 20' SAN ESMT I \ / / / B D.B. P. 29 •� / L WALL DB 1989 PG 718 \ ZONED. NEIGHBORED / / HEIT `BARB FNCE SSMH \\ ' 'c � TOP= 443.45 =12. BW O / / ® I I i \ MAX / WALL I Tw HEIGHT Bw =8 I G'P �10FILTER P / K p � / I SSMH \ / / 0 TC ) 63.05' TOP= 437.52 L_ / �� / 4617 BW INV IN= 423.57 L INV OUT= 423.37 / / :, / / Go , r ° ' 72.00 80.00 rw BW \ / w TI WALL � TC� MAX "BALL HT =2� 1 4 /" Tw z / / / HE! G T =9.2' Tc � / / � 64.00' rn BW I 65.43'- T , 1 4 I ' N \ / // EXI NG / / ° / BW 0I f.O / / // TR ELE INE —450 A�JIO d / �/ / 468 Bw o ` Bw I 1 4-7 I TMP: 061 AO -00 -00 -02900 / / -; ::' / / / r 4� 6 CO I 1 CATHOLIC DIOCESE OF RICHMOND WALTER F. SULLIVAN BISHOP ET AL I D.B. 1802 P. 311 Q / i' . O / ' ' / , / J / -� cb� I STANLEY C. CHANG ZONED: R4 RESIDENTIAL \ � q � a::; .. ^ // ' / / / � I TMP: 061A0 -00 -00 -01400 I USE: ELEMENTARY SCHOOL I �� :�% L ri _ .` I D.B. R4 P. EN / _� . � / / / -� ZONED: R4 RESIDENTIAL O / USE: RESIDENTIAL � I / / IRF I — BE^IVeHICPIKE - _ RR SPIKE -4 0- � �'' � � O \ D1 �, ._-R - - =�-:= - ;::�:� 1 ELEV= 471.67 _ - � - - - - �. -_ �- E I 466 IRS < < < — < < <~ \ ()Hu ��' / EX STING � < , 46 S / / WATERLINE \ \ 464 8 — I �..� _ / _0-- — ,� —►-- — — — i--- — — _ _-46a oH� �Y1— 10 00 r W W W— W - -_— U ----- W OHS __--- -��--' — � -� „---- - -� / w � — — — — — — — — — — — — � — — — — — 11 +00 W W W + \\ ��o _ G _ \ \ °ti -- W -127+00- w- w _—_- w —�► \ I RIO R OA D_ - - - - - - - - F - w STE. RTE. 6 \ 1 + w _-- wy� - w _ _ �ti - �' \ (R /W VARIES) zzz S zzz W— R /W— — R/W DH — —R /W— — — —R/W— -` R /W— — — —R \ \ \ ❑ �468 ` \�� 4)O I �1 TMP: 06100 -00 -00 -18200 ' \ ,\ (n TREESDALE LP < < < < < ® < D.B 3934 P. 235 TMP: 061A2 -01 -OA -00100 < / < �� ZONED: PLANNED RESIDENTIAL DEVELOPMENT RIO ROAD HOLDINGS LLC / I USE: RESIDENTIAL ZONED: R4 RESIDENTIAL / / 12'x12" 12 "x 12 " USE: RESIDENTIAL TH Op = DESIGNEDM J. PROJECT. SET LOFTS AT MEADOWCREEK SET REV. N0. ENGINEERS INITIAL SITE FLAN DRAWN BY: SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U DAVID M. JE SEN � PLANNERS TITLE: Lic. No. l 484 a DIHR BY. -►fYV UTILITIES LAYOUT PLAN �% -8 AsSOCIATES W SHEET NUMBER: C3 �� Po Box aii9 3040 Ave,noresgtta,eP). (itl�yA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Cl—1 tte, sidle, VA 22911 I HAL F' Phone 414.316.6080 Phone 434. <9x4.2700 300104C-1.dW CIVIL H: l-40' 8 of 16 a www,wwassociateSmel 213001.04 9 V. N/A 061231141 NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE v� CL CL UI �1- 0 0 0 0 'a a� c 0 0 0 N U 3 v v a� 0 v. J 0 V_ N TMP: 061AO -00 -00 -02900 J CATHOLIC DIOCESE OF RICHMOND WALTER F. SULLIVAN BISHOP ET AL D. B. 1802 P. 311 11T� ZONED: R4 RESIDENTIAL USE. ELEMENTARY SCHOOL - - -- o + SIGN �✓ � #ice rk1 � SIGN {{jN 'R by �_ / 0 1- 4 +0 W H'� �It _ _� llklU -464- c--= --�>°" / q4�J� S,G 462 �- -� ��T° '..0 � I 16 +00 _ _-R _-- _ �� z EXISTING _ C)4" X 4" CONCRETE -464— BOLLARD ~464- z GAS SIDEWALK �~ \ VALVE TMP: 061 AO- 03- 00 -000AO TMP: 061 AO -03 -00 -00100 \ INV= I PHASE ONE VILLAGE SQUARE NORMAND OR THERESE AUGER 457.54 \ I TMP: 06100- 00- 00 -18OA0 PROPERTY OWNERS ' D.B. 3131 P. 79 j THOMAS OR RITA HASSALL I ASSOCIATION INC ZONED: R -4 RESIDENTIAL TMP: 06100 -00 -00 -17900 OR MEREDITH HASSALL D.B. 952 P. 355 USE. RESIDENTIAL JOHN H. OR MARY N. KETCHAM OR ANTON LARGIA ZONED: R -4 RESIDENTIAL D.B. 1724 P. 559 D.B. 2734 P. BO USE. VACANT RESIDENTIAL ZONE. R -4 RESIDENTIAL ZONED: R -4 RESIDENTIAL _ USE: RESIDENTIAL USE. RESIDENTIAL _ to k" _BEN 11 ARK- t 4 n' NT SB SPIKE -1 A -4 +00 AflER �.,.� - - W - _. -_- d'� - - + 7, N V_ cq V �468� 4 ;0 fl _ 2" 12 "x12_! -- 12 "x12" INLET EXISTING INLET INLET TOP-467.49 CONCRETE TOP= 469.29 TOP= 465.89 SIDEWALK DROP INLET TOP= 467.23 10• M �cn 0 IFq z ( RIO DIL.� (R /W I TMP: 061A0 -00 -00 -01400 4a STANLEY C. CHANG I D� D.B. 4221 P. 317 ZONED: R4 RESIDENTIAL USE: RESIDENTIAL IRF - - - - - - - - W --_7 -I - - - \ -F- — R /W--0 - - R TMP: 06100 -00 -00 -18200 TREESDALE LP D.B 3934 P. 235 ZONED: PLANNED RESIDENTIAL DEVELOPMENT USE: RESIDENTIAL TMP: 061A2-01-0A-00100 RIO ROAD HOLDINGS LLC ZONED: R4 RESIDENTIAL ' USE. RESIDENTIAL I 1 A A I-1 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 110+50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 PROFILE VIEW: RIO ROAD EAST STA. 6 +00 TO STA. 16 +21 a I I W I �5 Y � Z \ T off -+ -�-- —__ BJ --__. 'fi+00 0 � \ z a W W Q_ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY: PROJECT. SET REV. NO. Op DW THE LOFTS AT MEADOWCREEK ENGINEERS DRAWN BY. INITIAL SITE PLAN SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: � DAVID M. JE SEN � PLANNERS TITLE: Lic.No.1 484 DIHR Br: RIO ROAD FRONTAGE IMPROVEMENTS (; -9 w AssOCIATESHFW PLAN AND PROFILE �Il% PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: �1 Lynehburg,VA24502 Chuloneswilte.VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone_ 4343166080 Phone: 4134.984.2700 �� dW CIVIL H: Ate► SHOWN N0. www.wwassocuetes.nett 213001X04 g li�Y L /'1�7 S 061231141 SHEET REVISION BY DAVE NO. SHEET REVISION BY DATE jaNAL � 7 V. AS SHOWN 495 495 490 490 485 — 485 480 480 475 475 L GRAD 470 -- 470 465 465 460 460 W 455 455 450 es LA4 w 450 a 445 `� 5 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 110+50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 PROFILE VIEW: RIO ROAD EAST STA. 6 +00 TO STA. 16 +21 a I I W I �5 Y � Z \ T off -+ -�-- —__ BJ --__. 'fi+00 0 � \ z a W W Q_ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY: PROJECT. SET REV. NO. Op DW THE LOFTS AT MEADOWCREEK ENGINEERS DRAWN BY. INITIAL SITE PLAN SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: � DAVID M. JE SEN � PLANNERS TITLE: Lic.No.1 484 DIHR Br: RIO ROAD FRONTAGE IMPROVEMENTS (; -9 w AssOCIATESHFW PLAN AND PROFILE �Il% PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: �1 Lynehburg,VA24502 Chuloneswilte.VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone_ 4343166080 Phone: 4134.984.2700 �� dW CIVIL H: Ate► SHOWN N0. www.wwassocuetes.nett 213001X04 g li�Y L /'1�7 S 061231141 SHEET REVISION BY DAVE NO. SHEET REVISION BY DATE jaNAL � 7 V. AS SHOWN 3 I 0 uI 0 °o i c 0 a 'O_ 2- 0 0 N i Y q) 3 O 0 J 0 M I•� NO. DEVELOPMENT SUMMARY: TOTAL GROSS AREA: f 2.8 AC DENSITY (65 DU/ 2.8 AC): 24 DU /AC OPEN SPACE /GREEN SPACE REQUIRED = 0.56 AC (24,400 SF) OPEN SPACE /GREEN SPACE PROVIDED = 0.85 AC (37,134.21 SF) HATCH LEGEND INDICATES AREA OF OPEN SPACE /GREEN SPACE (BLOCK B) ,//ZZZJ PASSIVE RECREATION AREA = 0.13 AC (5645.58 SF) SHEET REVISION OPEN SPACE /GREEN SPACE AREAS l"=50' BY I DATE I NO. SEGMENTAL RETAINING WALL NOTES 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION i OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. 11 SEE PLANS FOR GRADE 8" MIN. 6 "W2.9xW2.9WWR ASPHALT PAVING 4" VDOT NO. 21A DETAIL - COMPACTOR AND RECYCLING AREA PAD NOT TO SCALE CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. SIEVE SIZE PERCENTAGE PASSING 4 INCH No. 4 100 No. 20 20 -100 No. 200 0 -60 0 -30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID (LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 8. EXTERNAL STABILITY ANALYSIS FOR SIEVE SIZE PERCENTAGE PASSING 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" HIGH 1 INCH PERFORATED OR SLOTTED. SAFETY FENCE. ALL SAFETY FENCING SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA 3/4 INCH 100 REQUIREMENTS. No. 4 75 -100 THICKNESS, AND SHALL EXTEND 6" No. 40 0 -60 3. THE WALL MANUFACTURER SHALL INCLUDE THE SAFETY FENCE POST FOUNDATION DESIGN WITHIN No. 200 0 -50 THE WALL DESIGN. 0 -5 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "DESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. SIEVE SIZE PERCENTAGE PASSING 4 INCH No. 4 100 No. 20 20 -100 No. 200 0 -60 0 -30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID (LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. PERFORATED OR SLOTTED. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON- REINFORCED CONCRETE TO 14. CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. (PAD SHALL BE 6" MINIMUM INSTRUCTIONS. THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IIN BACK OF THE WALL UNITS. 10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF SHEET REVISION 15. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION. W,mj ENGINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 3040 Awmore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984 2700 www.wwassociates'.net SEE PLANS FOR GRADE TURN DOWN FOOTING AROUND PERIMETER 2' 2' 3" —� CHANNEL @ RETAINING WALL NOT TO SCALE SEE SCC CALCULATIONS ON DWG. No. C -17 FOR CHANNEL LINING MATERIAL AND DWG. No. C -15 FOR CHANNEL LOCATION. NOTE: BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION." FOUNDATION, AND DEPTH TO THE FOUNDATION, IS TO BE DESIGNED BY THE WALL MANUFACTURER. 1' 42" HIGH DECORATIVE GUARDRAIL - SEE GUARDRAIL DETAIL THIS SHEET TRIM CAP WITH CONTINUOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) --\ GRANULAR DRAIN ( #57 STONE) FILL — BETWEEN AND BEHIND ANCHORS H' VARIES EMBEDMENT VARIES* -" ill�li �III�I 111111 1.0,111i. E PLANTED AREA FILTER FABRIC REBAR (TY'P.) SELECT MATERIAL TO BE APPROVED BY GEOTECHNICAL ENGINEER GEOGRID (AS NECESSARY) PER WALL HEIGHT (DAYLIGHT) COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAD MAX. WALL BATTER = %" PER 8" HIGH BLOCK * MINIMUM 3' -0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND BEHIND WALL OR POOR FOUNDATION SOILS. SEGMENTAL RETAINING WALL DETAIL �CiMno &I DESIGNED BY: PROJECT: DMJ THE LOFTS AT MEADOWCREEK DRAWN BY: INITIAL SITE PLAN KN ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: HFW WWA NUMBER: FILE NAME: 213001.04 300104C_DET- -1.dwg SITE DETAILS DISCIPLINE: SCALE: DATE: CIVIL H: AS SHOWN 0 6123114 V. NIA SET REV. NO. DRAWING NUMBER: C -10 SHEET NUMBER: 10of16 3 2 0 0 0 0 a 0 0 0 0 N Y 4) Lb V 3 Q D J 0 0 M i NO. SIGNAGE AND STRIPING LEGEND ID ITEM (SPECIFICATION) DESCRIPTION Q STOP SIGN STOP (MUTCD W1 -1) SINGLE POST 0 4" SINGLE SOLID WHITE LINE (TYP) 6" SINGLE SOLID WHITE LINE (TYP) ® 4° SINGLE MINI —SKIP WHITE LINE 0 4" SINGLE SOLID YELLOW LINE (TYP) © 24" SINGLE SOLID WHITE LINE (TYP) 0 24" SINGLE SOLID WHITE LINE (TYP) ® PAVEMENT MESSAGE MARKING (TYP) h t t 0 6" DOUBLE SOLID YELLOW LINE (TYP) ® 24" SINGLE SOLID YELLOW LINE (TYP) .�00 SIGN 16 +21 g +0 0 y L INV= I 457.54 I TMP: 06100- 00- 00- 1830A0 I THOMAS OR RITA HASSALL TMP: 06100 -00 -00 -17900 OR MEREDITH HASSALL JOHN H. OR MARY N. KETCHAM OR ANTON LARGIA D.B. 1724 P. 559 D.B. 2734 P. 90 ZONE: R -4 RESIDENTIAL ZONED: R -4 RESIDENTiIAL USE: RESIDENTIAL USE: RESIDENTIAL � I I SHEET REVISION BY I DATE I NO. �= TMP: 061AO- 00- 00-02900 CATHOLIC DIOCESE OF RICHMOND `. ' 3 ____ __ _ / z I "x 12' I WALTER F SULLIVAN BISHOP ET AL INLET TOP= 467.49 WOODEN z BOLLARD m TMP: 061 AO- 03- 00 -000AO TMP: 061A0 -00 -00 -01400 I PHASE ONE VILLAGE SQUARE TOP= 467.23 PROPERTY OWNERS ' ASSOCIATION INC 952 P. 355 R -4 RESIDENTIAL STANLEY C. CHANG D.B. 1802 P. 311 I \ -J .:;:.::': / 4 4 D.B. 4221 P 317 ZONED: R4 RESIDENTIAL USE. ELEMENTARY SCHOOL , '' `.' , -- — _ —` '— ZONED: R4 RESIDENTIAL USE: RESIDENTIAL IRF M c0 + SIGN 1:3 � W 2 04 SHEET REVISION 0 W EV n EXISTING CONCRETE GAS SIDEWALK VALVE TMP: 061 AO -03 -00 -00100 NORMAND OR THERESE AUGER D. B. 3131 P. 79 ZONED: R -4 RESIDENTIAL 1 USE: RESIDENTIAL BY u z rw 04.,X4 »� "x 12' I INLET TOP= 467.49 WOODEN z BOLLARD m TMP: 061 AO- 03- 00 -000AO INLET I PHASE ONE VILLAGE SQUARE TOP= 467.23 PROPERTY OWNERS ASSOCIATION INC 952 P. 355 R -4 RESIDENTIAL 4USE.- CANT RESIDENTIAL I � SHEET REVISION 0 W EV n EXISTING CONCRETE GAS SIDEWALK VALVE TMP: 061 AO -03 -00 -00100 NORMAND OR THERESE AUGER D. B. 3131 P. 79 ZONED: R -4 RESIDENTIAL 1 USE: RESIDENTIAL BY u 712"x 212 "x 12' I INLET TOP= 467.49 TOP= 465.89 DROP INLET TOP= 467.23 � ` 4 10 101 E:1 < < 12'x12" EXISTING INLET CONCRETE TOP= 469.29 SIDEWALK LL m 0 m D z m 2 RIO ROAD 3TE. RTE. 63 (R /W y�IES J - I -u < ;6 — — �--- — — — — W W — _ W00 R /W— - - -- RAW --®- -- RI� TMP: 06100 -00 -00 -18200 4 TREESDALE LP D.B 3934 P. 235 ZONED: PLANNED RESIDENTIAL DEVELOPMENT USE: RESIDENTIAL I i ENGINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 ChAo tesville, VA 22911 Phone: 434.316.6080 Phone: 434.9842700 www.wwassoc[ates.net TMP: 061A2 -01 —OA -00100 RIO ROAD HOLDINGS LLC ZONED: R4 RESIDENTIAL USE: RESIDENTIAL C ' w z Y W OH OHE w 0 W W 4 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 40' 40' 0 40' DESIGNED BY: PROJECT: DMJ THE LOFTS AT MEADOWCREEK DRAWN BY: INITIAL SITE PLAN KTM ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: RIO ROAD HFW PAVEMENT MARKING AND SIGNAGE PLAN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213001.04 300104C_SIGN.dwg CIVIL H: l--40' 06123114 V. NIA SET REV. NO. DRAWING NUMBER: C -1 1 SHEET NUMBER: 11of16 3 .0 N ta 0 U) o_ O 0 `a N G O 0 N Y 3 v 0 v. J o° i 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 1F PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4, FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5, ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. D a b a • a b ' a a b a a b b a b , b W. I 2'-0" =THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 CG -12 #5 DOWELS, 8" LONG AT 12" C-C 5, 2:1 MAX I � PERMISSIBLE /CONSTRUCTION JOINT B 92 =1 MAX I r SECTION B-13 RAMP ��', May CROSSWALK CROSSWALK A 4' SOUARF tLANDING : ARFA OUTSIDE OF TRAVELWAY SHALL 6E PROVIDED FOR RAMP I _ (SEE TABLET A (SEE TABLE 5 - TRUNCATED DOMES SEE SHEET I OF 5 FOR DETAILS THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ` s 5' -0" MIN IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 8 SHAPE TO MATCH FACE SLOPE. D 15 OF ROADWAY CURB 1 14 BACK OF CURB •.� �,, 48 :1 MAX. IF RAMP FLOOR 15 PRECAST, HOLES DUST BE PROVIDED FOR DOWEL BARS SO 20:1 - THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 48 : 1 MAX. PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A-4. `� i '. Q NX 5. ,t t2"1�- _ r BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 2' MIN. CONCRETE COVER 11/2"- SECT ION n -n TYPE B. ARE INCLUDED IN PAYMENT FOR CUR / CURB AND GUTTER, PARALLEL 7, PERMISSIBLE 17' CONSTRUCTION a DINT Lnn _ CaIRB V) P OR NONEXISTENT THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS r SECTION B-13 ROADWAY GRADE N PERCENT ��', May CROSSWALK CROSSWALK A 4' SOUARF tLANDING : ARFA OUTSIDE OF TRAVELWAY SHALL 6E PROVIDED FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING. SURFACE, CROSSWALK S PIERPENDICULAR V 7SSWALK C CIRRD$S THE MARKET( SWALK AREA. SEE SHEET I:OF 5. 5 - 2 THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ` s 6 IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 8 12 SLOPE. D 15 6 1 14 TYPE B PARALLEL APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH N CELT 4 CURB 6" CURB 0 4 6 1 5 7 2 5 8 _10.1 MAX 6 9 4 8 12 5 D 15 6 1 14 15 tV DOT ROAD AND BRIDGE STANDARDS SHEET :3 OF 5. REVISION DATE 203.07 7/11 WITHIN CROSSWALK CURB 4' BUFFER STRIP -*- S' SIDEWALK AX. IN DIAGONAL PLACEMENT 1� MIN oN n -�-, ..92.1 FA✓� A 4' SQUARE LANDING AREA \\\\ OUTSIDE OF TRAVELWAY A 4'SQUARE LANDING AREA \1 CROSSIN SHAL LNDE PROVIDED FOR CROSSWALK x OUTSIDE OF TRAVELLWAY WIT MN THE MARKED SHALL BE PROVIDED) FOR ALK AREA PERPENDICULAR CROSSWALK CROSS W WITH BUFFER STRIP CROSSW AL" WITHIN THE MARKED) CROSSWALK AREA CG -12 DETECTABLE WARNING SURFACE SREFEREN REFEREN E CE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 c CG -9B C - WIDTH OF ENTRANCE f2 WIDTH OF ENTRANCE ----- LIMITS OF RED. LIMIITS OF RED, EXISTING OR PROPOSED EXPANSION JOINT- ACCESS ROUTE ICJ. o ACCESS ROUTE ©. NON-TRAVERSABLE .SIDEWALK OR SIDEWALK SPACE p UNPAVED SPACE _- ,n UNPAVED SPACE F 2, D,. F d �s PEDESTRIAN ACCESS .ROUTE DETAIL EXPANSION. JOINT --- s E E ADDITIONAL RIGHT-OF-WAY IS RE UIRED IF THE LIMITS 1� yA z rriT OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING OR PROPOSED VDOT RIGHT-OF WAY. x2_'0!'. °_I U �. CURB INCLUDED IN 'A ENTRANCE GUTTER QQ w ZVI w w PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS ` o FLOW LINE z UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT .44a �„�, , PATH CONNECTING. ALL ACCESSIBLE ELEMENTS OF A �' `Li' a. FACILITY THAT CAN BE APPROACHED, ENTERED AND o USED BY PEDESTRIANS. IF ACCESS ROUTE 1S ADJACENT s EXPANSION JOINT ENTRANCE WIDTH TO BACK OF CURB, MINIMUM WIDTH SHOULD BE 6'.. SECTION F -F 1 r- DESIRABLE MINIMUM 16' ABSOLUTE MINIMUM 1:2' IF PEDESTRIAN ACCESS ROUTES © ARE BEING PROVIDED, REQURD WITHUA MAX. 2'/. CROSS TRAVERSABLE EDGE OF PAVEMENT'.. 2 -0 I HALF PLAN C WHEN USED IN CONJUNCTION WITH STANDARD p- CG-3 OR CG -7,1HE CURB FACE ON THIS 1?- STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION.. °o. o SPACE SPACE PARABOLIC SECTION E-E UNPA SIDEWALK CURVE NORMAL GUT TER g ® x X 3..,: -1- *0% To 10 CHANCE - - _ 7-- 3 - a a .- � CLASS A3 (H.E.S) CONC. 6" AGGR. BASE TYPE T SIZE 218 ' 12% MAX.SLOPE I 5' 0'= POINT OF GRADE. CHANGE FOR .CURB AND GUTTER ONLY o,• c ° '" FOR SIDEWALK CURB AND GUTTER X )K 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BUILT CONCURRENTLY SECTION � "D X . x x 3 % MAXIMUM DECREASE IN SLOPE FOR.. FIRST 10' INTERVAL AND SECTION C -C 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SPECIFICATION RFEE CE STANDARD ENTRANCE GUTTER XVDOT REFERENCE ROAD AND (BRIDGE STANDARDS (FOR USE WITH UNPAVED SPACE BETWEEN CURB & SIDEWALK) ' - - -- .502 REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 01113 203,0.2 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 PAD FOR AS RADIAL CURB. - 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS 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 18 AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH, o 5 CG -2 IS TO BE USED ON ROADWAYS MEETING z THE REQUIREMENTS FOR CG -6 AS SHOWN IN m APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, in IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS g 1 . SURFS oo. Pa >'D6Dp BASE . SUBS/ 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED �2" R P.e r D.e . a Q D �pa bop�D Q :0 DP..�DI..pD 6" I SURFACE BASE SUBBASE CG -2 REFERENCE STANDARD 6" CURB t w , V ROAD AND BRIDGE STANDARDS 105 REVISION 'DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL. BE THE WIDTH OF THE SHARED USE PATH It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL.), A 4 x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIRS INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'.x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME m -24' C C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE. o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD � 0 0-00 O z� -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH -- ' 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 LANDING RAMP O O 0 0 0 0 0 0 0 0 0 0 0 0 0 + U O O O O C O 0 0 0 0 0 0 0 0 0 N N 0 0 0 0 0 0 0 :0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 O O 0 d _150% 65% OF BASE DIAMETER j I TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 O O 0 O DETECTABLE WARNING r AT BACK OF CURB \ I O.9'L -1,4' VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. ` B 3A C DIAMETER F PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VD= . SPECIFICATION ROAD AND BRIDGE STANDARDS ( G- 1 2 D E T E C T AB LE WARNING SURFACE REFERENCE SHEET 1 OF 5d REVISION DATE (GENERAL NOTES) 105 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502" AO 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -12.5D �B 2.0" ASPHALT CONCRETE INTERMEDIATE COURSE, IM -19.OD CO 6.0" ASPHALT CONCRETE BASE COURSE, BM -25.OD �D 8.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A O APPROVED SUBGRADE �F TACK COAT M�G PRIME COAT NEW RIO ROAD SEE DRAWING PAVEMENT SECTION NO. C -9 WITHIN VDOT RIGHT OF WAY Q w w J a a V) W W ( ) 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A O 3.0" ASPHALT CONCRETE BASE COURSE, BM -25.OA OC 6.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A �p APPROVED SUBGRADE �E TACK COAT OF PRIME COAT NEW ENTRANCE ROAD PAVEMENT SECTION ll 1 --, W w w EX 5' w SIDEWALK W _C --�- CG -12 II I l GENERAL NOTES i 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 4' 2.. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS: A -4 IF PRECAST) g'E 3--- CONCRETE PAD WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOCT IN LENGTH IN THE DIRECTION OF PEDESTRIAN _10.1 MAX N TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A JI WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER PERPENDICULAR 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 15 PRECAST, HOLES DUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF -. �F' "' ` °` Y 5, MIN PRECAST RAMP FLOOR PRECAST CONCRETE SHALL BE CLASS A-4. `� i '. Q NX 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED 1'CENTER TO CENTER ALONG. t2"1�- _ r BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2"- 6, CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B. ARE INCLUDED IN PAYMENT FOR CUR / CURB AND GUTTER, PARALLEL 7, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 17' BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS 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 WHEELCHAIR AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE. STOP LINES, EXISTING LIGHT POLES, FIRE 12:1 MAX - HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTNUOUS - LIFT (CAT) UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 5 MINK X >K ut- ,ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS.. 4 MIN 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT )K , 2 HIGHER THAN EDGE OF PAVEMENT THC CURB OPENING 15 PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE. SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT )K )K ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4' THICK. WHEN THE ENTRANCE RADIICANNOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL. BE THE WIDTH OF THE SHARED USE PATH It WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL.), A 4 x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIRS INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'.x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME m -24' C C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE. o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD � 0 0-00 O z� -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH -- ' 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 LANDING RAMP O O 0 0 0 0 0 0 0 0 0 0 0 0 0 + U O O O O C O 0 0 0 0 0 0 0 0 0 N N 0 0 0 0 0 0 0 :0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 O O 0 d _150% 65% OF BASE DIAMETER j I TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 O O 0 O DETECTABLE WARNING r AT BACK OF CURB \ I O.9'L -1,4' VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. ` B 3A C DIAMETER F PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VD= . SPECIFICATION ROAD AND BRIDGE STANDARDS ( G- 1 2 D E T E C T AB LE WARNING SURFACE REFERENCE SHEET 1 OF 5d REVISION DATE (GENERAL NOTES) 105 203.05 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 502" AO 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -12.5D �B 2.0" ASPHALT CONCRETE INTERMEDIATE COURSE, IM -19.OD CO 6.0" ASPHALT CONCRETE BASE COURSE, BM -25.OD �D 8.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A O APPROVED SUBGRADE �F TACK COAT M�G PRIME COAT NEW RIO ROAD SEE DRAWING PAVEMENT SECTION NO. C -9 WITHIN VDOT RIGHT OF WAY Q w w J a a V) W W ( ) 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A O 3.0" ASPHALT CONCRETE BASE COURSE, BM -25.OA OC 6.0" AGGREGATE BASE MATERIAL, TYPE 1, SIZE 21A �p APPROVED SUBGRADE �E TACK COAT OF PRIME COAT NEW ENTRANCE ROAD PAVEMENT SECTION ll 1 --, W w w EX 5' w SIDEWALK W _C --�- Y) 30' 50' }-- TRAFFIC CAT /JAUNT BUS PULL -OFF SCALE: 1 " =20' q I I 5' TREE\ CONCRETE 30' Y) 5' SIDEWALK 12' 12' 5' 5' .5' CG -2 _2% 2%_ 2 %_ VDOT CLASS A3 GENERAL CONCRETE ENTRANCE ROAD PRIVATE (3000 PSI) 4" THICK N.T.S. EX CG-61 EX 12 WBL EX 12 WBL NEW 12 WBL NEW 12 EBL 2.5' RIGHT TURN LANE THROUGH LANE LEFT TURN LANE THROUGH LANE 01-- RIO ROAD FRONTAGE IMPROVEMENTS 0 W E W Q SECTION W NEW N.T.S. PAVEM ENT WIDTH VARIES I z W EX I w I CG-61 EX 12' WBL EX 12' WBL EX 12' NEW 12' EBL NEW 12' EBL EX 5' IDEWALK 2.5 ACCEL LANE THROUGH LANE STRIPED MEDIAN THROUGH LANE RIGHT TURN LANE S' L-� �z RIO ROAD FRONTAGE IMPROVEMENTS 0 W W 4 SECTION( w N.T.S. AIE" \A/ MA % /CAAC"AIT q NEW CG -6 2.5' NEW'' 5' TREE LAWN IT- TREE 4 \ 5' w CONCRETE z SIDEWALK ry UTILITY PAD BUS SHELTER J NEW VDOT 10'x50' 5.5'� �13'� AND PAD a w 0 RIGHT CONCRETE PAD _ �1I w o N 0 F WAY JI 0 N � O r 13' 17' 0 - WHEELCHAIR WHEELCHAIR LIFT (CAT) LIFT (JAUNT) Y) 30' 50' }-- TRAFFIC CAT /JAUNT BUS PULL -OFF SCALE: 1 " =20' q I I 5' TREE\ CONCRETE 30' Y) 5' SIDEWALK 12' 12' 5' 5' .5' CG -2 _2% 2%_ 2 %_ VDOT CLASS A3 GENERAL CONCRETE ENTRANCE ROAD PRIVATE (3000 PSI) 4" THICK N.T.S. EX CG-61 EX 12 WBL EX 12 WBL NEW 12 WBL NEW 12 EBL 2.5' RIGHT TURN LANE THROUGH LANE LEFT TURN LANE THROUGH LANE 01-- RIO ROAD FRONTAGE IMPROVEMENTS 0 W E W Q SECTION W NEW N.T.S. PAVEM ENT WIDTH VARIES I z W EX I w I CG-61 EX 12' WBL EX 12' WBL EX 12' NEW 12' EBL NEW 12' EBL EX 5' IDEWALK 2.5 ACCEL LANE THROUGH LANE STRIPED MEDIAN THROUGH LANE RIGHT TURN LANE S' L-� �z RIO ROAD FRONTAGE IMPROVEMENTS 0 W W 4 SECTION( w N.T.S. AIE" \A/ MA % /CAAC"AIT q NEW CG -6 2.5' NEW'' 5' TREE LAWN IT- TREE 4 \ 5' w CONCRETE z SIDEWALK ry VDOT CLASS z A3 GENERAL CONCRETE cn x (3000 PSI) 1l' 4" THICK NEW 5' CONCRETE z V VV I VIIJJ A3 GENERAL CONCRETE (3000 PSI) 4" THICK SIDEWALK 1' w tz 0 J w U a_ cn Z `1 U 0 0 J Eli U a_ Z Y U 0 , 4 o ► DESIGNED J. PROJECT. SET LOFTS AT MEADOWGREEK SET REV. NO. ° ENG4NEERS DRAWN BY. INITIAL SITE PLAN SURVEYORS KTM ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U DAVID M. JE SEN PLANNERS TITLE: Laic. No.1 484 D1NR BY. RIO ROAD C- 12 o ww AssOCIATES HFW CROSS SECTIONS AND DETAILS SHEET NUMBER: y PO Box 4119 3040 Avemiore Square RE Lynchburg, VA24502 C7 lene HIL,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: rONAL rn Phone: 434.316.6080 Phone: 4:349842700 300104C_DE1 =2.dw CIVIL H: AS SHOWN 2 f No. T� Ww W. v�,a5 Phone: S.nel 213001.04 g V: AS SHOWN 06123114 SHEET REVISION BY DATL N0. SHEET REVISION BY DATE 3 v, I U UI 0 0 M i c v Q_ .2 t� 0 0 0 N i Y u 3 0 O 0 J O N _-, 11•' AREA I WORK AREA BOUNDARY #8 AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ATSSA AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION EPA ENVIRONMENTAL PROTECTION AGENCY FHWA FEDERAL HIGHWAY ADMINISTRATION IIM -LD LOCATION AND DESIGN DIVISION INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM MASH MANUAL FOR ACCESSING SAFETY HARDWARE MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NCHRP NATIONAL COOPERATIVE HIGHWAY RESEARCH PROGRAM SHSM STANDARD HIGHWAY SIGNS AND MARKINGS BOOK TCP TRAFFIC CONTROL PLAN TMP TRANSPORTATION MANAGEMENT PLAN TOC TRANSPORTATION OPERATIONS CENTER TTC TEMPORARY TRAFFIC CONTROL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VSHS 2011 VIRGINIA STANDARD HIGHWAY SIGNS BOOK VSP VIRGINIA STATE POLICE WAPM WORK AREA PROTECTION MANUAL WZTC WORK ZONE TRAFFIC CONTROL trj u -=� SIGN _- - - " 466- - 0-�+�N OHU - =464 462 T -�° no VAPM SECTION 617.75 DRUMS STANDARD: DRUMS (SEE FIGURE 6F -9) USED FOR ROAD USER WARNING OR CHANNELIZATION SHALL BE CONSTRUCTED OF UGHTWEIGHT, DEFORMABLE MATERIALS. THEY SHALL BE A MINIMUM OF 36 INCH IN HEIGHT AND HAVE AT LEAST AN 18 INCH MINIMUM WIDTH REGARDLESS OF ORIENTATION. METAL DRUMS SHAD_ NOT BE USED. THE MARKINGS ON DRUMS SHALL BE HORIZONTAL, CIRCUMFERENTIAL, ALTERNATING ORANGE AND WHITE RETROREFL.ECTIVE STRIPES 6 INCHES WIDE. FJCH DRUM SHALL HAVE A MINIMUM OF TWO ORANGE AND TWO WHITE STRIPES WITH THE TOP STRIPE BEING ORANGE AND SHALL BE IN COMPLIANCE WITH SECTION 247 OF THE ROAD AND BRIDGE SPECIFICATIONS. ANY NON- RETRO- REFLECTORIZED SPACES BETWEEN THE HORIZONTAL ORANGE AND WHITE STRIPES SHALL NOT EXCEED 3 INCHES WIDE. DRUMS SHALL HAVE CLOSED TOPS THAT WILL NOT ALLOW COLLECTION OF CONSTRUCTION DEBRIS OR OTHER DEBRIS. SUPPORT: DRUMS ARE HIGHLY VISIBLE, HAVE GOOD TARGET VALUE, GIVE THE APPEARANCE OF BEING FORMIDABLE OBSTACLES AND, THEREFORE, COMMAND THE RESPECT OF ROAD USERS. THEY ARE PORTABLE ENOUGH TO BE SHIFTED FROM PLACE TO PLACE WITHIN A ITC ZONE IN ORDER TO ACCOMMODATE CHANGING CONDITIONS, BUT ARE GENERALLY USED IN SITUATIONS WHERE THEY WILL REMAIN IN PLACE FOR A PROLONGED PERIOD OF TIME. OPTION: ALTHOUGH DRUMS ARE MOST COMMONLY USED TO CHANNEUZE OR DELINEATE ROAD USER FLOW, THEY MAY ALSO BE USED ALONE OR IN GROUPS TO MARK SPECIFIC LOCATIONS, GUIDANCE: DRUMS SHALL NOT BE USED FOR PEDESTRIAN CHANNELIZATION OR AS PEDESTRIAN BARRIERS IN TTC ZONES ON OR ALONG SIDEWALKS UNLESS THEY ARE CONTINUOUS BETWEEN INDIVIDUAL DEVICES AND DETECTABLE TO USERS OF LONG CANES. DRUMS SHAT NOT BE WEIGHTED WITH SAND, WATER, OR ANY MATERIAL TO THE EXTENT THAT WOULD MAKE THEM HAZARDOUS TO ROAD USERS OR WORKERS WHEN 'STRUCK. DRUMS USED IN REGIONS SUSCEPTIBLE TO FREEZING SHALL HAVE DRAIN HOLES IN THE BOTTOM SO THAT WATER WILL NOT ACCUMULATE AND FREEZE CAUSING A HAZARD IF STRUCK BY A ROAD USER. STANDARD: BALLAST SHALL NOT BE PLACED ON THE TOP OF A DRUM. DRUMS SHALL BE ADEQUATELY BALLASTED TO PREVENT MOVEMENT BY PASSING VEHICLES. WEIGHTED COLLARS SHALL LAY FLAT ON THE GROUND OR ROADWAY AROUND THE BOTTOM OF DRUMS, AND SHALL BE THE APPROVED TYPE AND SIZE FOR THAT PARTICULAR DEVICE. GUIDANCE: DRUMS THAT USE WEIGHTED COLLARS FOR BALLAST SHALL USE A MINIMUM OF 2 DRUM COLLARS WHEN PLACED WITHIN 12 FEET OF ACTIVE TRAVEL LANES TO ENSURE STABILITY. STANDARD: DRUMS SHALL BE USED IN ALL UNMANNED WORK ZONE LOCATIONS, AND IN ALL MERGING AND SHIFTING TAPERS FOR NIGHTTIME OPERATIONS. TEMPORARY TRAFFIC CONTROL/MAINTENANCE OF TRAFFIC PLAN NARRATIVE THE LOFTS AT MEADOWCREEK IS A NEW MULTI- FAMILY APARTMENT PROJECT WHICH CONSISTS OF A SINGLE BUILDING WITH AN INTEGRAL PODIUM STYLE STRUCTURED PARKING GARAGE, NEW ENTRANCE LOCATION, DRIVE AISLE, SURFACE PARKING, AND RIO ROAD FRONTAGE IMPROVEMENT. THE SITE IS OCCUPIED BY AN EXISTING SINGLE FAMILY DETACHED DWELLING UNIT THAT IS TO BE DEMOLISHED. VEHICULAR TRAFFIC IN RIO ROAD AS WELL AS THE NEW ENTRANCE. THE CONTRACTOR'S MEANS AND METHODS SHALL PROVIDE SAFE AND CONVENIENT VEHICULAR ACCESS IN THE WORK AREAS AT ALL TIMES TO PERMIT ACCESS TO THE SITE AND WITHIN RIO ROAD. THE LOFTS AT MEADOWCREEK RIO ROAD FRONTAGE IMPROVEMENTS CONSISTS OF ONE WORK AREA, CONTRACTOR IS TO START IN WORK AREA f1. DEMOLITION WORK TO INCLUDE DEMOLITION OF EXISTING TREES, VEGETATION, AND IMPROVEMENTS WITHIN THE NEW RIGHT OF WAY TO BE DEDICATED TO VDOT. DEMOLITION WORK WITHIN THE EXISTING RIGHT OF WAY INCLUDES EDGE OF EXISTING PAVEMENT DEMOLITION AND PAVEMENT MARKING ERADICATION (WHEN AUTHORIZED BY VDOT TO DO SO). ONCE THE DEMOLITION WORK HAS BEEN COMPLETED GRADING AND COMPACTION OPERATIONS MAY BEGIN FOLLOWED BY CONCRETE CURB AND GUTTER WORK, CONSTRUCTION OF THE CG -11 AND CG -9B ENTRANCES TO RIO ROAD, AND THENCE AGGREGATE BASE AND BITUMINOUS CONCRETE BASE AND SURFACE COURSES. UPON COMPLETION OF PAVING OPERATIONS, PAVEMENT MARKING AND SIGNAGE WILL BE THE NEXT WORK ACTIVITY, FOLLOWED BY ANY RESTORATION WORK. THE CONTRACTORS MEANS AND METHODS SHALL MAINTAIN TWO LANES OF TRAFFIC OPEN AT ALL TIMES. RIO ROAD LANE CLOSURES WILL NOT BE PERMITTED. THIS NARRATIVE, TEMPORARY TRAFFIC CONTROL PLAN -WORK AREAS, TEMPORARY TRAFFIC CONTROL GENERAL NOTES AND DETAILS AND THE PROJECT MANUAL, ESTABLISHES THE BASIC CONCEPTS THAT THE CONTRACTOR'S TEMPORARY TRAFFIC CONTROL PLAN MUST ADDRESS. THE CONTRACTOR WILL BE REQUIRED TO PREPARE AND SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE COUNTY IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. TMP: 061AO-00-00-02900 CATHOLIC DIOCESE OF RICHA40ND WALTER F. SULLIVAN r ' ZONED: I / BISHOP / �y �i. • r� �� a _ �� 1 •• I C USE. ELEMENTARY SCHOOL ►`� .� •' \ I Icy �` • I I u _---� _w 6 row 464 99 W w .r - . Vii`' .�✓ at:jy rr w i - 11Yi$ l - ��.' • ... s:.�w ►tom " � �__- , , 'it+� _ • -. .... _ _ rA arm--- __-: >"". ►'�i,� • . r � � ► _ •� '•-'• � � � i • \ cry_ - �'�- .>•.�.�. ''�'. % - -�f' -464 -- OO LARD 464- m TMP: 061AO- 03- 00 -000AO INV= I I PHASE ONE VILLAGE SQUARE 457.54 TMP: 06100- 00 -00- 18OA0 PROPERTY OWNERS I THOMAS OR RITA HASSALL I ASSOCIATION INC TMP: 06100-00-00-17900 OR MEREDITH HASSALL D.B. 952 P. 355 JOHN H. OR MARY N. KETCHAM OR ANTON LARGAA ZONED: R -4 RESIDENTIAL D.B. 1724 P. 559 D.B. 2734 P. 90 USE. • VACANT RESIDENTIAL ZONE: R -4 RESIDENTIAL ZONED: R -4 RESIDENTIAL USE. RESIDENTIAL USE. RESIDENTIAIL I I I � I � EXISTING CONCRETE GAS SIDEWALK VALVE ` TMP: 061AO -03 -00 -00100 NORMAND OR THERESE AUGER D. B. 3131 P. 79 ZONED: R -4 RESIDENTIAL i USE. RESIDENTIAL TEMPORARY TRAFFIC CONTROL GENERAL NOTES 1. THE WORK ZONE OF THE CONTRACT WORK IS GENERALLY ALONG RIO ROAD FROM STATION 6+00 TO 13 +50 ALBEMARLE COUNTY, VIRGINIA. THIS IS A TYPE `A" TRAFFIC MANAGEMENT PLAN. OFF SITE DETOURS ARE NOT NEEDED. 2. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PLAN AND PERFORM THE WORK IN ACCORDANCE WITH THE FOLLOWING: a. GENERALLY, CONSTRUCTION ACTIVITIES WILL BE CONDUCTED WHILE ROADWAY TRAVEL IS TEMPORARILY LIMITED. NOTIFICATION SHALL BE IN ACCORDANCE WITH THE VDOT PERMIT AND THE PUBLIC COMMUNICATIONS PLAN. b. IT IS ANTICIPATED THAT THE FOLLOWING VIRGINIA WORK AREA PROTECTION MANUAL TYPICAL TRAFFIC CONTROL APPLICATIONS WILL BE USED TO PERFORM THE CONTRACT WORK: TTC -5.0, TIC 5.0 MODIFIED, TTC -14.0, AND TTC -23.0. DURING PERIODS THAT OPERATIONS ARE PERFORMED UNDER 'TRAFFIC, THE SPEED LIMIT SHALL BE, AS POSTED. IN ADDITION "ROAD WORK AHEAD" SIGNS SHALL BE PLACED IN ADVANCE OF THE WORK ZONE. c. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC (PLAN, INCLUDING ALL PROPOSED LANE AND SHOULDER CLOSURES AT LEAST TWO WEEKS IN ADVANCE OF THE ACTUAL CLOSURES TO FACIUITATE REVIEW AND APPROVAL d. THE CONTRACTOR SHALL SUBMIT THE FINAL PLAN OF ALL PROPOSED LANE AND SHOULDER CLOSURES BY CLOSE OF BUSINESS WEDNESDAY FOR WORK IN THE FOLLOWING WEEK REQUIRING THE LANE OR SHOULDER CLOSURES IN ORDER FOR THE DEPARTMENT TO NOTIFY THE GENERAL PUBLIC, APPROPRIATE PUBLIC ENTITIES, TRAFFIC MANAGEMENT CENTER, AND THE REGIONAL TRAFFIC ENGINEER. e. AN ONSITE REVIEW OF THE PROJECT'S WORK ZONE TRAFFIC CONTROL BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR SHALL BE CONDUCTED WITHIN 24 HOURS OF ANY FATAL INCIDENT /CRASH WITHIN THE WORK ZONE. f. PERIODIC WORK ZONE REVIEWS SHALL BE CONDUCTED JOINTLY( BY THE PROJECT MANAGEMENT TEAM, REGIONAL. TRAFFIC ENGINEER AND CONTRACTOR. g. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE SUPPLIED, INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR. h. ALL TRAFFIC CONTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. L CONSTRUCTION SIGNS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION, STANDARD HIGHWAY SIGN MANUAL, VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, 2008 ROAD AND BRIDGE STANDARDS AND 2007 ROAD AND BRIDGE SPECIFICATIONS. j. ALL SIGNS WILL BE EITHER REMOVED FROM THE ROADWAY WHIEN NOT NEEDED OR COVERED PER SECTION 617.03 OF THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION. k. SOME SKETCHES AND DRAWINGS ARE NOT TO SCALE AND SHALL BE USED FOR REFERENCE ONLY. 1. TRAFFIC CONSISTS OF COMMUTERS, RESIDENTS AND TRUCKS. m.DEVICES THAT HAVE LOST SIGNIFICANT LEGIBILITY SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION'S (ATSSA) "QUALITY STANDARDS FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLICATION. n. TEMPORARY TRAFFIC CONTROL DEVICES AND HARDWARE SHALL COMPLY WITH SECTION 617.01 OF THE VIRGINIA WAPM, 2011 EDITION. SIGN NO. ( SHEET REVISION I BY I DATE I NO. I SHEET REVISION 12'x12" I 12'x12" I� 12 "x12 " INLET LEXISTING INLET � INLET TOP= 467.49 CONCRETE TOP= 469.29 TOP= 465.89 SIDEWALK DROP INLET m TOP= 467.23 -- -R /W-- R /W- O� -'� -- TMP: 06100 -00 -00 -18200 TREESDALE LP D.8 3934 P. 235 ZONED: PLANNED RESIDENTIAL DEVELOPMENT USE: RESIDENTIAL SIZE SHALL COMPLY WITH TABLE 6F -1 OF THE VIRGINIA WAPM, 2011 EDITION FOR NON- RESTRICTED RIGHT -OF -WAY ROAD. 3. GROUP 2 CHANNELIZING DEVICES ARE TO BE PLACED AS DIRECTED BY THE ENGINEER, PER VIRGINIA WAPM, 2011 EDITION, APPENDIX A. 4. WORK HOURS SHALL GENERALLY BE BETTWEEN THE HOURS OF 9:00 A.M. AND 3:30 P.M. IF ALTERNATE WORK HOURS ARE NEEDED, THEY WILL BE EVALUATED ON A CASE BY CASTE BASIS. SOME NIGHT WORK MAY BE REQUIRED IN AREAS WITH SIGNIFICANT TRAFFIC IMPACTS. HOLIDAY RESTRICTIONS OUTLINED IN THE: 2007 ROAD AND BRIDGE SPECIFICATIONS SECTION 108.02. 5. LANE CLOSURES WILL BE PERMITTED. 6. TEMPORARY LANE WIDTHS NOT TO BE LESS THAN EXISTING LANE WIDTH WITH DESIRABLE BEING 11' MINIMUM, WITHOUT CONCURRENCE OF THE REGIONAL TRAFFIC ENGINEER. 7. NO OBSTACLE WILL INTERFERE WITH SIGHT DISTANCES OF ENTRANCES AND INTERSECTIONS. MATERIALS AND EQUIPMENT SHALL BE STORED OUTSIDE OF THE DESIGNATED CLEAR ZOINE WITHIN STATE R/W. 8. PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE PLACED PER THE VIRGINIA WORK AREA PROTEC11ON MANUAL, OR AS DIRECTED BY THE ENGINEER. 9. VDOT WILL NOT ASSIST CONTRACTOR IN SECURING STAGING AREA FOR EQUIPMENT AND MATERIALS WITHIN THE STATE R/W. 10. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE ENTRANCES DURING OPERATIONS. 11. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACES AT THE CONCLUSION OF EACH WORKDAY SHALL BE BACKFILL.ED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COSTS FOR PLACING, MAINTAINING AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID OR OTHER ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AS REQUIRED TO PREVENT PONDING OF WATER ON THE ROADWAY AND ADJACENT PROPERTIES AT NO ADDITIONAL COST. 13. CONTRACTOR SHALL PROTECT ANY EXISTIING GUARDRAIL AND SUPPORTS WITHIN CONSTRUCTION AREA FROM DAMAGE. ANY GUARDRAIL OR SUPPORTS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO PRE - CONSTRUCTION CONDITIONS BY THE CONTRACTOR. 14. ALL TRENCH EXCAVATIONS LOCATED WITHIN THE CLEAR ZONE THAT ARE NOT PROTECTED SHALL BE BACKFILLED AT THE CONCLUSION OF EACH WORK DAY. 15. MAINTENANCE OF TRAFFIC SHALL BE DOINE IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION AND ANY REVISIONS AND WITH CURRENT MANUAL ION UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL COORDINATION FOR MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE CULPEPER DISTRICT LAND USE PERMITS OFFICE. THE CONTACT NUMBERS ARE: CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540- 829 -7500 VDOT INSPECTOR - 540- 829 -7500 17. MODIFICATIONS OF PLAN MAY BE REQUIRED BY VDOT PERSONNEL BASED ON CHANGED CONDITIONS OR CONCERN FOR SAFETY AND HANDLING OF TRAFFIC. LOCATIONS OF TEMPORARY TRAFFIC CONTROLS SHOWN ARE BASED ON CURRENT DESIGN PLANS. ACTUAL LIMITS OF TEMPORARY TRAFFIC CONTROLS MAY BE ADJUSTED BASED ON FIELD REVISIONS, IF NECESSARY. 18. THIS TRAFFIC MANAGEMENT PLAN WAS PREPARED BY DAVID M. JENSEN, P.E. WHO SUCCESSFULLY COMPLETED THE ADVANCED WZTC COURSE IN JULY 2011. TH OF 4 U DAVID M. JE SEN d Lic. Na. 1, 484 ° i $Ww 1 S j0NAL ECG BY DATE TMP: 061A2-01-0A-00100 RIO ROAD HOLDINGS LLC ZONED: R4 RESIDENTIAL USE: RESIDENTIAL w Z 0 w h IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " 40' 40' 0 40' PUBLIC COMMUNICATIONS PLAN NOTIFICATION OF CONSTRUCTION START /END DATES AND WORK ZONE INFORMATION WILL BE ENTERED INTO THE VA TRAFFIC SYSTEM. TRANSPORTATION OPERATIONS PLAN 1) THE PROCESS TO NOTIFY THE REGIONAL TRAFFIC OPERATION CENTER (TOC) TO PLACE LANE CLOSURE INFORMATION ON THE 511 SYSTEM AND VA TRAFFIC WILL BE: a) CONTRACTOR IS TO ADVISE THE VDOVS CULPEPER DISTRICT PERMITS OFFICE 48 HOURS IN ADVANCE OF PROPOSED ROAD /LANE CLOSURES. b) CULPEPER DISTRICT PERMITS OFFICE IS TO ADVISE TOC TO HAVE THE INFORMATION ENTERED INTO THE VIRGINIA TRAFFIC AND 511 SYSTEMS. c) CONTRACTOR IS TO CALL THE TOC WHEN LAND /ROAD CLOSURES ARE INSTALLED AND WHEN THEY ARE REMOVED FROM THE ROADWAYS. 2) THE FOLLOWING IS A LIST OF LOCAL EMERGENCE CONTACT AGENCIES: VIRGINIA STATE POLICE - (434) 293 -3223 OR 1 -800- 572 -2260 OR *77, CELLULAR HAZ -MAT CENTER (IF SPILLED) - 911. 3) PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE a) CONTRACTOR TO NOTIFY VIRGINIA STATE POUCE AND VDOT'S CULPEPER DISTRICT PERMITS OFFICE AND THE REGIONAL TRAFFIC OPERATIONS CENTER. b) DEPENDING UPON THE SEVERITY OF THE INCIDENT, THE CONTRACTOR MAY HAVE TO SHUT DOWN WORK. c) UPON ARRIVAL AT THE SCENE, VIRGINIA STATE POUCE WILL DETERMINE THE RESPONSE NECESSARY TO ALLOW TRAVELING PUBLIC AROUND INCIDENT. d) CONTRACTOR SHOULD TAKE PICTURES AS NECESSARY, ESPECIALLY PICTURES OF WORK ZONE TO VERIFY THE PROPER SETUP. 4) PROCESS OF NOTIFICATION OF INCIDENT TO BE FOLLOWED IS: CONTRACTOR TO CALL: a) CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540- 829 -7500 b) VOOT INSPECTOR - 540- 829 -7500 5) THE VIRGINIA STATE POLICE WILL TAKE CONTROL OF THE INCIDENT AND DIRECT ITS CLEARING AND RESTORATION IS NORMAL TRAFFIC CONDITIONS. 6) THE VIRGINIA STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY THE AREA CONSTRUCTION ENGINEER TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY TRAFFIC CONTROL PLAN IS NECESSARY. IF TT IS DETERMINED THAT IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH CONTACTOR, VDOT, PROJECT PERSONNEL, VDOT TRAFFIC SAFETY REPRESENTATIVES AND THE VIRGINIA STATE POLICE (IF NECESSARY) TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN IMPROVED TRAFFIC CONTROL PUN. 71 ALBEMARLE COUNTY SHERIFF DEPARTMENT: PHONE (434) 972 -4001 NON EMERGENCY; ALBEMARLE COUNTY FIRE DEPARTMENT AND RESCUE PHONE (434) 296 -5833 NON EMERGENCY ENGINEERS SURVEYORS AssOCIATES PLANNERS PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chazlotto v ➢e, VA 22911 Phone: 434316.6080 Phone: 434984.2700 www.ww issociates.net IsislilliLl 4 i fs 7/31/2015 ., far DESIGNED BY: PROJECT. DMA THE LOFTS AT MEADOWCREEK DRAWN BY: INITIAL SITE PLAN KM ALBEMARLE COUNTY, VIRGINIA DIHR BY. TITLE. RIO ROAD TRAFFIC CONTROL PLAN HFIN WORK AREAS WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 213001.04 300104C-1.dwg CIVIL H: l`_-40' V. N 06123114 A SET REV. NO. DRAWING NUMBER: C -13 SHEET NUMBER: 13 of 16 _ o o EXISTING CONCRETE GAS SIDEWALK VALVE ` TMP: 061AO -03 -00 -00100 NORMAND OR THERESE AUGER D. B. 3131 P. 79 ZONED: R -4 RESIDENTIAL i USE. RESIDENTIAL TEMPORARY TRAFFIC CONTROL GENERAL NOTES 1. THE WORK ZONE OF THE CONTRACT WORK IS GENERALLY ALONG RIO ROAD FROM STATION 6+00 TO 13 +50 ALBEMARLE COUNTY, VIRGINIA. THIS IS A TYPE `A" TRAFFIC MANAGEMENT PLAN. OFF SITE DETOURS ARE NOT NEEDED. 2. UNLESS OTHERWISE APPROVED OR DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PLAN AND PERFORM THE WORK IN ACCORDANCE WITH THE FOLLOWING: a. GENERALLY, CONSTRUCTION ACTIVITIES WILL BE CONDUCTED WHILE ROADWAY TRAVEL IS TEMPORARILY LIMITED. NOTIFICATION SHALL BE IN ACCORDANCE WITH THE VDOT PERMIT AND THE PUBLIC COMMUNICATIONS PLAN. b. IT IS ANTICIPATED THAT THE FOLLOWING VIRGINIA WORK AREA PROTECTION MANUAL TYPICAL TRAFFIC CONTROL APPLICATIONS WILL BE USED TO PERFORM THE CONTRACT WORK: TTC -5.0, TIC 5.0 MODIFIED, TTC -14.0, AND TTC -23.0. DURING PERIODS THAT OPERATIONS ARE PERFORMED UNDER 'TRAFFIC, THE SPEED LIMIT SHALL BE, AS POSTED. IN ADDITION "ROAD WORK AHEAD" SIGNS SHALL BE PLACED IN ADVANCE OF THE WORK ZONE. c. THE CONTRACTOR SHALL SUBMIT A MAINTENANCE OF TRAFFIC (PLAN, INCLUDING ALL PROPOSED LANE AND SHOULDER CLOSURES AT LEAST TWO WEEKS IN ADVANCE OF THE ACTUAL CLOSURES TO FACIUITATE REVIEW AND APPROVAL d. THE CONTRACTOR SHALL SUBMIT THE FINAL PLAN OF ALL PROPOSED LANE AND SHOULDER CLOSURES BY CLOSE OF BUSINESS WEDNESDAY FOR WORK IN THE FOLLOWING WEEK REQUIRING THE LANE OR SHOULDER CLOSURES IN ORDER FOR THE DEPARTMENT TO NOTIFY THE GENERAL PUBLIC, APPROPRIATE PUBLIC ENTITIES, TRAFFIC MANAGEMENT CENTER, AND THE REGIONAL TRAFFIC ENGINEER. e. AN ONSITE REVIEW OF THE PROJECT'S WORK ZONE TRAFFIC CONTROL BY THE PROJECT MANAGEMENT TEAM, REGIONAL TRAFFIC ENGINEER AND CONTRACTOR SHALL BE CONDUCTED WITHIN 24 HOURS OF ANY FATAL INCIDENT /CRASH WITHIN THE WORK ZONE. f. PERIODIC WORK ZONE REVIEWS SHALL BE CONDUCTED JOINTLY( BY THE PROJECT MANAGEMENT TEAM, REGIONAL. TRAFFIC ENGINEER AND CONTRACTOR. g. ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE SUPPLIED, INSTALLED, MAINTAINED AND REMOVED BY THE CONTRACTOR. h. ALL TRAFFIC CONTROL DEVICE LOCATIONS SHALL BE MARKED BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. L CONSTRUCTION SIGNS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2009 EDITION, STANDARD HIGHWAY SIGN MANUAL, VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION, 2008 ROAD AND BRIDGE STANDARDS AND 2007 ROAD AND BRIDGE SPECIFICATIONS. j. ALL SIGNS WILL BE EITHER REMOVED FROM THE ROADWAY WHIEN NOT NEEDED OR COVERED PER SECTION 617.03 OF THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION. k. SOME SKETCHES AND DRAWINGS ARE NOT TO SCALE AND SHALL BE USED FOR REFERENCE ONLY. 1. TRAFFIC CONSISTS OF COMMUTERS, RESIDENTS AND TRUCKS. m.DEVICES THAT HAVE LOST SIGNIFICANT LEGIBILITY SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION'S (ATSSA) "QUALITY STANDARDS FOR WORK ZONE TRAFFIC CONTROL DEVICES" PUBLICATION. n. TEMPORARY TRAFFIC CONTROL DEVICES AND HARDWARE SHALL COMPLY WITH SECTION 617.01 OF THE VIRGINIA WAPM, 2011 EDITION. SIGN NO. ( SHEET REVISION I BY I DATE I NO. I SHEET REVISION 12'x12" I 12'x12" I� 12 "x12 " INLET LEXISTING INLET � INLET TOP= 467.49 CONCRETE TOP= 469.29 TOP= 465.89 SIDEWALK DROP INLET m TOP= 467.23 -- -R /W-- R /W- O� -'� -- TMP: 06100 -00 -00 -18200 TREESDALE LP D.8 3934 P. 235 ZONED: PLANNED RESIDENTIAL DEVELOPMENT USE: RESIDENTIAL SIZE SHALL COMPLY WITH TABLE 6F -1 OF THE VIRGINIA WAPM, 2011 EDITION FOR NON- RESTRICTED RIGHT -OF -WAY ROAD. 3. GROUP 2 CHANNELIZING DEVICES ARE TO BE PLACED AS DIRECTED BY THE ENGINEER, PER VIRGINIA WAPM, 2011 EDITION, APPENDIX A. 4. WORK HOURS SHALL GENERALLY BE BETTWEEN THE HOURS OF 9:00 A.M. AND 3:30 P.M. IF ALTERNATE WORK HOURS ARE NEEDED, THEY WILL BE EVALUATED ON A CASE BY CASTE BASIS. SOME NIGHT WORK MAY BE REQUIRED IN AREAS WITH SIGNIFICANT TRAFFIC IMPACTS. HOLIDAY RESTRICTIONS OUTLINED IN THE: 2007 ROAD AND BRIDGE SPECIFICATIONS SECTION 108.02. 5. LANE CLOSURES WILL BE PERMITTED. 6. TEMPORARY LANE WIDTHS NOT TO BE LESS THAN EXISTING LANE WIDTH WITH DESIRABLE BEING 11' MINIMUM, WITHOUT CONCURRENCE OF THE REGIONAL TRAFFIC ENGINEER. 7. NO OBSTACLE WILL INTERFERE WITH SIGHT DISTANCES OF ENTRANCES AND INTERSECTIONS. MATERIALS AND EQUIPMENT SHALL BE STORED OUTSIDE OF THE DESIGNATED CLEAR ZOINE WITHIN STATE R/W. 8. PORTABLE CHANGEABLE MESSAGE SIGNS SHALL BE PLACED PER THE VIRGINIA WORK AREA PROTEC11ON MANUAL, OR AS DIRECTED BY THE ENGINEER. 9. VDOT WILL NOT ASSIST CONTRACTOR IN SECURING STAGING AREA FOR EQUIPMENT AND MATERIALS WITHIN THE STATE R/W. 10. CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE ENTRANCES DURING OPERATIONS. 11. ALL AREAS EXCAVATED BELOW EXISTING PAVEMENT SURFACES AT THE CONCLUSION OF EACH WORKDAY SHALL BE BACKFILL.ED TO FORM AN APPROXIMATE 6:1 WEDGE AGAINST THE EXISTING PAVEMENT SURFACE FOR THE SAFETY AND PROTECTION OF VEHICULAR TRAFFIC. ALL COSTS FOR PLACING, MAINTAINING AND REMOVING THE 6:1 WEDGE SHALL BE INCLUDED IN THE PRICE BID OR OTHER ITEMS AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE AS REQUIRED TO PREVENT PONDING OF WATER ON THE ROADWAY AND ADJACENT PROPERTIES AT NO ADDITIONAL COST. 13. CONTRACTOR SHALL PROTECT ANY EXISTIING GUARDRAIL AND SUPPORTS WITHIN CONSTRUCTION AREA FROM DAMAGE. ANY GUARDRAIL OR SUPPORTS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPAIRED OR REPLACED TO PRE - CONSTRUCTION CONDITIONS BY THE CONTRACTOR. 14. ALL TRENCH EXCAVATIONS LOCATED WITHIN THE CLEAR ZONE THAT ARE NOT PROTECTED SHALL BE BACKFILLED AT THE CONCLUSION OF EACH WORK DAY. 15. MAINTENANCE OF TRAFFIC SHALL BE DOINE IN ACCORDANCE WITH THE VIRGINIA WORK AREA PROTECTION MANUAL, 2011 EDITION AND ANY REVISIONS AND WITH CURRENT MANUAL ION UNIFORM TRAFFIC CONTROL DEVICES. 16. ALL COORDINATION FOR MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE CULPEPER DISTRICT LAND USE PERMITS OFFICE. THE CONTACT NUMBERS ARE: CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540- 829 -7500 VDOT INSPECTOR - 540- 829 -7500 17. MODIFICATIONS OF PLAN MAY BE REQUIRED BY VDOT PERSONNEL BASED ON CHANGED CONDITIONS OR CONCERN FOR SAFETY AND HANDLING OF TRAFFIC. LOCATIONS OF TEMPORARY TRAFFIC CONTROLS SHOWN ARE BASED ON CURRENT DESIGN PLANS. ACTUAL LIMITS OF TEMPORARY TRAFFIC CONTROLS MAY BE ADJUSTED BASED ON FIELD REVISIONS, IF NECESSARY. 18. THIS TRAFFIC MANAGEMENT PLAN WAS PREPARED BY DAVID M. JENSEN, P.E. WHO SUCCESSFULLY COMPLETED THE ADVANCED WZTC COURSE IN JULY 2011. TH OF 4 U DAVID M. JE SEN d Lic. Na. 1, 484 ° i $Ww 1 S j0NAL ECG BY DATE TMP: 061A2-01-0A-00100 RIO ROAD HOLDINGS LLC ZONED: R4 RESIDENTIAL USE: RESIDENTIAL w Z 0 w h IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " 40' 40' 0 40' PUBLIC COMMUNICATIONS PLAN NOTIFICATION OF CONSTRUCTION START /END DATES AND WORK ZONE INFORMATION WILL BE ENTERED INTO THE VA TRAFFIC SYSTEM. TRANSPORTATION OPERATIONS PLAN 1) THE PROCESS TO NOTIFY THE REGIONAL TRAFFIC OPERATION CENTER (TOC) TO PLACE LANE CLOSURE INFORMATION ON THE 511 SYSTEM AND VA TRAFFIC WILL BE: a) CONTRACTOR IS TO ADVISE THE VDOVS CULPEPER DISTRICT PERMITS OFFICE 48 HOURS IN ADVANCE OF PROPOSED ROAD /LANE CLOSURES. b) CULPEPER DISTRICT PERMITS OFFICE IS TO ADVISE TOC TO HAVE THE INFORMATION ENTERED INTO THE VIRGINIA TRAFFIC AND 511 SYSTEMS. c) CONTRACTOR IS TO CALL THE TOC WHEN LAND /ROAD CLOSURES ARE INSTALLED AND WHEN THEY ARE REMOVED FROM THE ROADWAYS. 2) THE FOLLOWING IS A LIST OF LOCAL EMERGENCE CONTACT AGENCIES: VIRGINIA STATE POLICE - (434) 293 -3223 OR 1 -800- 572 -2260 OR *77, CELLULAR HAZ -MAT CENTER (IF SPILLED) - 911. 3) PROCEDURES TO RESPOND TO TRAFFIC INCIDENTS THAT MAY OCCUR IN THE WORK ZONE a) CONTRACTOR TO NOTIFY VIRGINIA STATE POUCE AND VDOT'S CULPEPER DISTRICT PERMITS OFFICE AND THE REGIONAL TRAFFIC OPERATIONS CENTER. b) DEPENDING UPON THE SEVERITY OF THE INCIDENT, THE CONTRACTOR MAY HAVE TO SHUT DOWN WORK. c) UPON ARRIVAL AT THE SCENE, VIRGINIA STATE POUCE WILL DETERMINE THE RESPONSE NECESSARY TO ALLOW TRAVELING PUBLIC AROUND INCIDENT. d) CONTRACTOR SHOULD TAKE PICTURES AS NECESSARY, ESPECIALLY PICTURES OF WORK ZONE TO VERIFY THE PROPER SETUP. 4) PROCESS OF NOTIFICATION OF INCIDENT TO BE FOLLOWED IS: CONTRACTOR TO CALL: a) CULPEPER DISTRICT TRANSPORTATION AND LAND USE - 540- 829 -7500 b) VOOT INSPECTOR - 540- 829 -7500 5) THE VIRGINIA STATE POLICE WILL TAKE CONTROL OF THE INCIDENT AND DIRECT ITS CLEARING AND RESTORATION IS NORMAL TRAFFIC CONDITIONS. 6) THE VIRGINIA STATE POLICE REPORT OF THE INCIDENT WILL BE REVIEWED BY THE AREA CONSTRUCTION ENGINEER TO DETERMINE IF ANY MODIFICATION OF THE TEMPORARY TRAFFIC CONTROL PLAN IS NECESSARY. IF TT IS DETERMINED THAT IT IS NECESSARY TO ALTER THE PLAN, THEN A MEETING WILL BE CALLED WITH CONTACTOR, VDOT, PROJECT PERSONNEL, VDOT TRAFFIC SAFETY REPRESENTATIVES AND THE VIRGINIA STATE POLICE (IF NECESSARY) TO DISCUSS MODIFICATION AND IMPLEMENTATION OF AN IMPROVED TRAFFIC CONTROL PUN. 71 ALBEMARLE COUNTY SHERIFF DEPARTMENT: PHONE (434) 972 -4001 NON EMERGENCY; ALBEMARLE COUNTY FIRE DEPARTMENT AND RESCUE PHONE (434) 296 -5833 NON EMERGENCY ENGINEERS SURVEYORS AssOCIATES PLANNERS PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chazlotto v ➢e, VA 22911 Phone: 434316.6080 Phone: 434984.2700 www.ww issociates.net IsislilliLl 4 i fs 7/31/2015 ., far DESIGNED BY: PROJECT. DMA THE LOFTS AT MEADOWCREEK DRAWN BY: INITIAL SITE PLAN KM ALBEMARLE COUNTY, VIRGINIA DIHR BY. TITLE. RIO ROAD TRAFFIC CONTROL PLAN HFIN WORK AREAS WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 213001.04 300104C-1.dwg CIVIL H: l`_-40' V. N 06123114 A SET REV. NO. DRAWING NUMBER: C -13 SHEET NUMBER: 13 of 16 SET REV. NO. DRAWING NUMBER: C -13 SHEET NUMBER: 13 of 16 3 -0 N I U UI O O O C O a a� 42 C O O O M N Y U 3 'O D a 0 J 00 N r GENERAL TRAFFIC CONTROL NOTES: 1. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLAN TO THE COUNTY 14 CALENDAR DAYS PRIOR TO THE PRECONSTRUCTION MEETING. THE PLAN SHALL BE REVIEWED AND APPROVED BY ALBEMARLE COUNTY PRIOR TO STARTING ANY WORK. CONTRACTOR SHALL STATE ALL REQUIRED ALBEMARLE COUNTY WORK HOUR RESTRICTIONS WITHIN THE TRAFFIC CONTROL PLAN. 2. AT THE CONCLUSION OF EACH WORK DAY, THE CONTRACTOR SHALL REMOVE ALL CHANNELIZING DEVICES FROM THE TRAVEL LANES. DEVICES SHALL BE PLACED TO PROTECT WORK -IN- PROGRESS WHEN WORKERS ARE NOT PRESENT. 3. ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) FOR STREETS AND HIGHWAYS AS PUBLISHED BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAYS ADMINISTRATION, THE 2011 VIRGINIA SUPPLEMENT TO MUTCD, THE VIRGINIA STANDARD HIGHWAY SIGNS 2011 APM AUGUST 2011. VIRGINIA WORK AREA PROTECTION MANUAL W EDITION AND THE • 4. WORK SHALL BE SCHEDULED SO AS TO NOT BLOCK ACCESS TO ADJACENT PROPERTIES LOCATED ALONG THESE ROADS AND ALLEYS. ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCES. 5. LANE CLOSURES WILL ONLY BE PERMITTED FROM 9 AM TO 3 PM ON WEEKDAYS. LANE CLOSURES OVER HOLIDAYS AND WEEKENDS WILL NOT BE PERMITTED AND ALL REQUIREMENTS FOR HOLIDAYS AND WEEKENDS STATED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS (2007 EDITION) WILL BE NECESSARY. 6. SPEED LIMITS BELVEDERE BOULEVARD POSTED SPEED 20MPH FREE STATE ROAD POSTED SPEED 25MPH ALL OTHER STREETS POSTED SPEED 15MPH FARROW DRIVE FROM ROUNDABOUT TO LORING RUN/BUTLER STREET INTERSECTION POSTED SPEED 20MPH WORK AREA RESTRICTIONS: 1. CONTRACTOR SHALL ADHERE TO ALL DAYTIME TRAFFIC WORK HOUR LIMITATIONS AS REQUIRED BY ALBEMARLE COUNTY CONTRACT DOCUMENTS. TYPICAL TRAFFIC CONTROL 1. SIGN SPACING DISTANCE SHALL BE 350' -500' WHERE THE POSTED SPEED LIMIT IS 45 MPH OR LESS. 2. ALL VEHICLES, EQUIPMENT, WORKERS, AND THEIR ACTIVITIES SHALL BE RESTRICTED TO ONE SIDE OF THE PAVEMENT. 3. GROUP 2 DEVICE SPACING SHALL BE AT THE FOLLOWING DISTANCES: LOCATION SPEED (MPH 0 -35 TRANSITION SPACING 20' TRAVELWAY SPACING 40' 4. MERGING TAPER LENGTHS (L) SHALL BE AS FOLLOWS: MERGING TAPER LENGTH (EO BY LANE WIDTH SPEED LIMIT (MPH) 9' 10' 11' 12' 525 95 105 115 125 30 135 150 165 180 5. THE MINIMUM LENGTH FOR A SHOULDER TAPER IS 1/3 L (SEE NOTE 4 ABOVE FOR THE VALUE OF Q. 6. THE BUFFER SPACE LENGTH SHALL BE AS FOLLOWS: SPEED LIMIT (MPH) DISTANCE = S20 115 -120 25 155 -160 7. WHEN A SIDE ROAD OR ENTRANCE INTERSECTS THE ROADWAY WITHIN THE TEMPORARY TRAFFIC CONTROL ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE PLACED AS NEEDED TO ALLOW FOR INGRESS AND EGRESS AT THE ENTRANCE. • � . r ♦r ' • •s r • r .. Traffic Space allows traffic to pass through the activity area Buffer Space (lateral) provides protection for traffic and workers SHEET REVISION ler Space (longitudinal) Work Space s set aside for •leers, equipment, I material storage Activity Area is wthere work takes place Buffer Space (longitudinal) provides protection for traffic and workers Tranisition Area moves traffic out of its normal path pulder Taper Advance Warning Area tells tiraffic what to expect ahead BY DATE NO. Page 6H -1 E Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC -5.0) NO -M August 2011 Standard 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance 2. Sign spacing should be 1300`-1500'plbr• Limited Access highways. For all other roadways, the sign spacing should be 500' -8'00' where the posted .speed limit is greater than 45 mph, and 350' -500' where the posted speed limit is 45 mph or less. 3. Wizen work takes up hart of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity ,should he analyzed to determine whether the affected lane should be closed. Unless he lane encroachment t a e c�ae c enc ent analysis 1ermits a remaining lithe width. of 10 feet, the tans .should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is l l feet. Option: 4. The ROAD WORK AHEAD (W20 -1 ) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning, sign ignn prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, oscillating, or strobe light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high - intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high- intensity amber rotating, flashing, oscillating, or strobe lights. 7. Taper length (L) and channelizing device spacing shall be at the following: Speed L imit (mph) Legend 25 -+ Direction of travel 1,105 1 115 125 Channellzing device 135 4 166' FZM Work space 35 y 205 i Sign 245 40 240 270 295 320 45 405 450 s 540 50 450 500 550 600 55 Terrminat on Area 605 ,r 60 Downstream Taper lets traffic resume 660 s 65 } normal operations Traffic Space allows traffic to pass through the activity area Buffer Space (lateral) provides protection for traffic and workers SHEET REVISION ler Space (longitudinal) Work Space s set aside for •leers, equipment, I material storage Activity Area is wthere work takes place Buffer Space (longitudinal) provides protection for traffic and workers Tranisition Area moves traffic out of its normal path pulder Taper Advance Warning Area tells tiraffic what to expect ahead BY DATE NO. Page 6H -1 E Typical Traffic Control Shoulder Operation with Minor Encroachment (Figure TTC -5.0) NO -M August 2011 Standard 1. On divided highways having a median wider than 8', right and left sign assemblies shall be required. Guidance 2. Sign spacing should be 1300`-1500'plbr• Limited Access highways. For all other roadways, the sign spacing should be 500' -8'00' where the posted .speed limit is greater than 45 mph, and 350' -500' where the posted speed limit is 45 mph or less. 3. Wizen work takes up hart of a lane on a high volume roadway; vehicular traffic volumes, vehicle mix, speed and capacity ,should he analyzed to determine whether the affected lane should be closed. Unless he lane encroachment t a e c�ae c enc ent analysis 1ermits a remaining lithe width. of 10 feet, the tans .should be closed. If the closure operation is on a Limited Access highway, the minimum lane width is l l feet. Option: 4. The ROAD WORK AHEAD (W20 -1 ) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning, sign ignn prior to this activity area. Standard: 5. A shadow vehicle with either an arrow board operating in the caution mode, or at least one high - intensity amber rotating, flashing, oscillating, or strobe light shall be parked 80' - 120' in advance of the first work crew. 6. Vehicle hazard warning signals shall not be used instead of the vehicle's high - intensity amber rotating, flashing, oscillating, or strobe lights. Vehicle hazard warning signals can be used to supplement high- intensity amber rotating, flashing, oscillating, or strobe lights. 7. Taper length (L) and channelizing device spacing shall be at the following: Speed L imit (mph) Lane Width (Feet) 9 1 10 1 11 12 25 95 1,105 1 115 125 30 135 150 166' 180' 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 49 5 5 50 605 660 60 540 6d0 660 720 65 585 650 715 780 ' 70 630 700 770 840 Shoulder Taper ^'/3 L Minimum (� Channelizirng Device Spacing Location Transition' Spacing m Limit Speed h P (mph) d -35 20' 36+ 40' Travelway Spacing 40' 80' Construction Access* 80' 120' Spacing may be increased to this distance, but shall not exceed one access er' /4 mile. On roadways with paved shoulders having a width of 8 feet or mare, channelizing devices shall be used to close the shoulder i s n advance of the merging taper to direct vehicular traffic to remain within the traveled way. 8. The buffer space length shall be as shown in 'Fable 6II -3 on Page 6H -5 for the posted speed limit. 9. A truck - mounted attenuator (TMA) shall he used on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph. 10. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. August 2011 SHEET REVISION Shoulder Operation with Minor Encroachment (Figure TTC -5.0): BY DATE /1 Page 6H -! G20-2 (V) `- 80'- 120' r ,SHADOW VEHICLE REQUIRED - TMA OPTIONAL SEE NOTE 9 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE $ TYPE B OR C SEE NOTE 7 CHANNELIZING DEVICES SPACING SEE NOTE 7 SEE NOTE :2 SEE NOTE 2 W21 -5bR W20 -1 Page 6H -34 Typical Traffic Control Moving /'Mobile Operations on a Two -Lane Roadway (Figure TTC -14.0) NOTES August 2011 . Standard: 1. Each vehicle involved in the moving /mobile operation shall be equipped with at least one high- intensity amber rotating, oscillating, or strobe light. illuminated flashing arrows on the advance warning vehicles and work operations vehicle shall be a Type B (60" x 30 11) or Type C (96" x 48 11). Vehicle hazard warning si g nals shall not be used instead of rotating lights or strobe lights, but as a supplement, 2.. Vehicle - mounted signs shall be mounted with the bottom of the sign at a minimum height of 48 inches above the a n n p verve t and mounted in a manner such that equipment or supplies do not obscure them. Sign le g ends shall be covered or turned from view n hen work is not an progress. 3. If using n arrow board on the shadow vehicle, i g lE, t shall operate in the four corner caution mode. Guidance.- 4. Where practical and when needed, the work and shadow vehicles should pull over periodically to allow 1 , motor vehicle trafflc to pass. 5. Whenever adequate stopping sight distance exists to the rear, the shadow vehicle should maintain the minimum distance from the work vehicle and proceed at the .came speed. The shadow vehicle should slow down in advance of vertical or horizontal curves that restrict sight distance. 6� A truck-mounted attenuator should be used on the shadow, vehicle. OOptioir 7. The distance between the work and shadow vehicles may vary according to speed, terrain , paint d time, and other factors. in = Guidance: 8. If the work and shadow vehicles cannot pull over to allow motor vehicle traffic to pass,fregtrently, a DO NOT PASS (R4 -Y6) sign should be placed on the rear of the shadow, vehicle blocking the lane. Option: 9. Signs giLay be fabricated to permit change of the message in the field to identify the type of moving operation (LINE PAINTING NEXT 5 MILES (W21 -V4)), The maximum distance between the sign and protection vehicle is 5 miles. 10. Stationary signing may be eliminated on low volume (less than 500 vehicles per day). low speed 30 /mph or less) roadways. 11. The static warnin sig and caution mode arrow board tnav be re p laced with a vehicle-mounted CMS with a minimum character height of 10 ", Guidance: 12. When using CMS to replace the static sin and arrow board each word message hose .should be g £� �, p followed by the Type B arrow display. August 2011 120" MIN SEE NOTE 5 Page 6H -35 Moving /Mobile Operation on a Two -Lane Roadway (Figure TTC -14.0) WORK OPERATION VEHICLE SEE NOTES 1 & 2 - SHADOW VEHICLE F REQUIRED SEE NOTES 1 & 2 (TMA REQUIREMENT SEE NOTE 6) SEE NOTES 1 & 3 M W21-V5 SEE NOTES 9 & 10 Am ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociatesriet Page 6H -52 Typical Traffic Control Lane Closure on a Two -Lane Roadways Using Flaggers (Figure TTC -23.0) August 2011 Guidance: 1. Sign spacing distance should be 350' -500' where the. posted speed limit is 45 mph or less, and 500' -800' where the postedspeed limit is greater than 45 mph. 2. Care should he exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the jlagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 611 -3. Generally s reakin > motorists should have a q g � 1 �, clear line o 'sight from the graphic flogger symbol sign to the flagger>. Option: 3. Where --of 3, or geometric conditions prevent the use of 48 x 48 signs, 36 x 36 signs may be ' p used. Standard; 4. Flagging stations shall be located far enough in advance of the work space to permit approaching, traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic ( see Table 611-3 on Page 611 -5). 5. All 'flaggers shall be state certified and have their certification card in their possession when performing flagging duties see Section 6E.01 , Qualifications for Fla gg ers , 6. Cone spacing shall be at the following Location Posted Speed Limit (mph) 0 -35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' 7. A shadow vehicle with at least one high intensity amber rotating, oscillating, or strobe light shall be parked 80' -120' in advance of the first work crew. Option:. 8, A supplemental flag eg r z�ay be required in this area to give advance warning of the operations ahead by slowing pproaching traffic P nor to reaching the flagger station or queued traffic. Guidance. 9. If'the gzzeuc of tr °affie reaches the BE PREPARED TO STOP (W3 -4) sign, then the signs should be readjusted at greater distances. 10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting fom the lane closure might extend through the haga y ay- r pal grade crossing, the temporary traffic control zone should he extended so that the transition area precedes the highway -rail crossing (.see Figure TTC -56 for additional information on highway-rail crossings). Standard', 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). Option: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13, For low- volume situations with short work zones on straight roadways where the flagger is visible to road users approaching from both directions, a single flamer, positioned to be visible to road users approaching from both directions, may be used (see Chapter 6E August 2011 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC -23.0) NOUVIS 839J'dIA G20 -2 (V) 500+ SHADOW VEHICLE REQUIRED SEE NOTE 4 501-100, DESIGNED BY: PROJECT. DMA THE LOFTS AT MEADOWCREEK DRAWN BY. INITIAL SITE PLAN KTM ALBEMARLE COUNTY, VIRGINIA DZHR BY. TITLE' RIO ROAD TRAFFIC CONTROL PLAN HFW NOTES AND DETAILS Page 6H -53 ELAGGER STATION SEE NOTE 2 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213001.04 300104C_TCP -2.dwg Ci'ViL V: NIA 06123114 W3 -4 NOTE 9 W20 -1 SET REV. NO. DRAWING NUMBER: C -14 SHEET NUMBER: 14 of 16 ' LSO W N ■ ■IV /A: .u0ralki i lkral0 W w li mom t 0 3 w li mom t 0 BUILDING SECTION (NORTH) n 1/16"=1' -0"]� Parapet OIL 48' - 2 1/4" '--F Roof (level) 41'- 2 1/4" Fourth Floor OIL 32'- 0 3/4" Third Floor 21' - 4 1/2-_'�P' Second Floor OIL 10' - 8 1/4" First Floor 09L 01-01, Bl Parking 09L -ii,-o,, BUILDING SECTION (LOBBY) -1 1/16" = 1' -0" 4 — I _ - 2 1 8 /4" Roof_Clevel) 41'- 2 1/4" '--,W Fourth Floor 32'- 0 3 Third Floor 21' -4112" Second Floor 10'- 8 1 First Floor 01- 0., 11 , 44 131 Parkin -0 SOUTH ELEVATION [_9 ] 1/16"=1' -0" ' E NORTH ELEVATION n 1/16" = 1' -0' I —Parapet gk 48' - 2 1/4" Roof (level) AL 41' - 2 1/4" Fourth Floor 32' - 0 3/4" Third Floor 21' - 4 1/2" Second Floor 10' - 8 —1/4" First Floor o,-o,, 131 Parking 0,) 2014 Cline Design Associates, PA expressly reserves its common law copv right and other property rights in these plans- These plans, are not to be reproduced, changed, or copied 'in any form or manner whatsoever, nor are they to be assigned to any third �party without first obtaining the expressed written permission and consent of Cline Design Assoc:jates, PA. 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