HomeMy WebLinkAboutSUB202200140 Plan - Revision Road Plan and Comps. 2023-01-09LOT 92.70 ACRESLOT 102.22 ACRESLOT 112.74 ACRESLOT 122.40 ACRESLOT 134.49 ACRESLOT 143.90 ACRESLOT 152.39 ACRESLOT 162.25 ACRESLOT 176.19 ACRESLOT 182.05 ACRESLOT 193.44 ACRESLOT 203.46 ACRESLOT 213.10 ACRESLOT 222.49 ACRESLOT 231.90 ACRESLOT 3A2.07 ACRESLOT 3B2.49 ACRESREDWOODREDWOODREDWOODREDWOODREDWOODREDWOODRED
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D REDWOODREDWOODSUBJECTSITEROUTE 250ROUTE 1511AS SHOWNCOVER SHEET SCALE: 1" = 160'SHEET LAYOUTSCALE: 1" = 2000'VICINITY MAPROAD PLANWHITEHALL DISTRICTALBEMARLE COUNTY, VIRGINIAVSMP PLAN SHEET LISTSheet NumberSheet Title1COVER SHEET2EXISTING CONDITIONS & DEMOLITION PLAN3OVERALL LAYOUT PLAN456GRADING AND DRAINAGE PLANTOTAL SHEETSSTOCKTON CREEK SUBDIVISIONTRIP GENERATION CALCULATIONSSCALE: 1"=100'TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(10TH EDITION)15 SINGLE FAMILY DETACHED UNITS (CODE 210)TOTAL ADT: 142 VPD (71 ENTER/ 71 EXIT)TOTAL AM PEAK:12 VPH (3 ENTER/ 9 EXIT)TOTAL PM PEAK:15 VPH (10 ENTER/ 5 EXIT)GRADING AND DRAINAGE PLANSUB2022-00140STOCKTON CREEK SUBDIVISION - ROAD PLAN222207 REVISIONS
REVISION DESCRIPTION
SHEET NO.PROJECT
SHEETSCALE 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902 -434.293.3719
JOB NO.DATE
12/29/22INITIAL SUBMISSION TO ALBEMARLE COUNTY08/17/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT & COUNTY COMMENTS11/15/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT COMMENTS12/13/22
REVISIONS TO THE ROAD PLANS ADDRESSING COUNTY COMMENTS12/29/227NOTES AND DETAILS8SITE PLAN910DRAINAGE MAP AND CALCULATIONS11DRAINAGE CALCULATIONS1213ROAD PROFILES14ROAD AND DRAINAGE PROFILES15DRAINAGE PROFILES16SIGHT DISTANCE PROFILES17LANDSCAPING PLANSITE PLANOVERALL GRADING AND DRAINAGE PLANSIGHT DISTANCE PROFILES18BUILDING CODE NOTES:1.RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLSEXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIREINSPECTIONS AS OUTLINED IN THE USBC.2.ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED INACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE.3.WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLECOVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTEDBY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, ORHORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMSABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLICSEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE.4.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVERSIDEWALKS.5.BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEYPERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS AREREQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIRADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3850 x131.6.ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSAPERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THEALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION ANDWITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-INCONNECTION.7.THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THEUPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION ANDTESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS,WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S).8.THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTYENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED.9.DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA,UNDERGROUND PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLANACCORDINGLY.NOTE:1.CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIORTO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.2.CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES ORDISCREPANCIES.3.OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6".4.ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS.5.CONTRACTOR SHALL ENSURE ALL ON-SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TOSERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENTPOSSIBLE.6.SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS.7.CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB.8.VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BESCREENED FROM THE ENTRANCE CORRIDOR.9.ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHTREQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM.10.BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR ADEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTSAND PERMITS FOR DEMOLITION PROJECTS.11.ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, ASIDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATEUTILITY AND NO EASEMENTS ARE REQUIRED .VDOT NOTES:1. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING ORDAMAGE.2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTEDBY VDOT. PLEASE SEE SHEET 18 FOR THE MOT PLAN.3. IF A TRAFFIC MAINTENANCE PLAN (TMP) IS REQUIRED, THEN IT SHALL BE PREPARED BY AN ADVANCED WORK ZONE CERTIFIED PERSON,CERTIFICATION CARD AND VERIFICATION NUMBER IS REQUIRED ON THE TMP SUBMITTAL.CONSTRUCTION FIRE PREVENTION NOTES:1.SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALLBE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.2.AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDEFIRE PREVENTION CODE.3.PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION ANDDEMOLITION SITES, PROVIDE ACCESS TO WITHIN 100 FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NOOVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARYROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS.4.CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIASTATEWIDE FIRE CODE.5.AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVEON SITE.6.WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITHTHE VIRGINIA STATEWIDE FIRE CODE.7.FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELSWHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCHAS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.8.OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALLREQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE.18MAINTENANCE OF TRAFFIC PLAN
LOT 92.70 ACRESLOT 102.22 ACRESLOT 112.74 ACRESLOT 122.40 ACRESLOT 134.49 ACRESLOT 143.90 ACRESLOT 152.39 ACRESLOT 162.25 ACRESLOT 176.19 ACRESLOT 182.05 ACRESLOT 193.44 ACRESLOT 203.46 ACRESLOT 213.10 ACRESLOT 222.49 ACRESLOT 231.90 ACRESLOT 3A2.07 ACRESLOT 3B2.49 ACRESPOLEPOLEAPPROXIMATELOCATION STREAMOVERHEADUTILITYLINEOVERHEADUTILITYLINEST.M.69-6MREVISED LOT 7E.C.ACKERMAN TRUSTD.B.4733-23D.B.4733-20 & 21 PLATD.B.4456-444D.B.3530-234 PLATPOLET.M.69-19DSTOCKTON CREEK LLCD.B.5504, PG.6144.56 ACRESREVISED LOT 3T.M.69-19A7JUST, JOSEPH SCOTT &CASEY R JUST21 ACREST.M.69-51BMCCLANAHAN, DENISEFIELDS2.80 ACRESSTOCKTON CREEK LANE142ADTSTOCKTONCREEK COURTST
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9AS NOTEDGENERAL NOTES AND DETAILS
STOCKTON CREEK SUBDIVISION - ROAD PLAN222207 REVISIONS
REVISION DESCRIPTION
SHEET NO.PROJECT
SHEETSCALE 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902 -434.293.3719
JOB NO.DATE
11/15/22INITIAL SUBMISSION TO ALBEMARLE COUNTY08/17/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT & COUNTY COMMENTS11/15/22 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT AREPROPOSED TO BE STATE MAINTAINED:i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED.ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED.iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASEMATERIALS.iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETEDAND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED.v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN,PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS ANDTHE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE.vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINALINSPECTION.vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVEPHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION.viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADSAT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.TYPICAL ROAD SECTIONSNOTES:1.SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS.2.STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE ANDRESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS.SCALE: 1" = 200'TRIP GENERATIONTRIP GENERATION CALCULATIONSITE TRIP GENERATION:TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITETRIP GENERATION MANUAL, 10TH EDITION. CODE 220 WAS USED FOR THEDEVELOPMENTPROPOSED 15 SINGLE FAMILY DETACHED DWELLING UNITSADT RATE - 9.44 VPD PER DU = 142 ADT (71 ENTER/ 71 EXIT)AM PEAK RATE - 0.74 VPD PER DU = 12 VPD (3 ENTER/ 9 EXIT)PM PEAK RATE - 0.99 VPD PER DU = 15 VPD (10 ENTER/ 5 EXIT)NOTE: FINAL ROAD PLAN MUST SHOW CONFORMANCEWITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(1)AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS,REGULATIONS OR OTHER REQUIREMENTS.
ISISISISISISIFIFIFPOLEPOLEPOLEAPPROXIMATELOCATION STREAMOVERHEADUTILITYLINEOVERHEADUTILITYLINEST.M.69-6LLOT 6STUART TAYLOR SMACKD.B.5246-521D.B.3415-704,707 PLATT.M.69-6MREVISED LOT 7E.C.ACKERMAN TRUSTD.B.4733-23D.B.4733-20 & 21 PLATD.B.4456-444D.B.3530-234 PLATT.M.69-6GLOT 1FRANK DONLEY & CARLA DONLEYD.B.3380-82,85 & 86 PLATISISISISISVDHMONUMENTFOUNDISPOLEPOLEVDHMONUMENTFOUNDVDHMONUMENTFOUNDVDHMONUMENTFOUNDVDHMONUMENTFOUNDVDHMONUMENTFOUNDVDHMONUMENTFOUNDVDHMONUMENTFOUNDVDHMONUMENTFOUNDVDHMONUMENTFOUNDMONUMENTFOUNDVDHMONUMENTFOUNDT.M.69-19DSTOCKTON CREEK LLCD.B.5504, PG.6144.56 ACRESREVISED LOT 3T.M.69-19GSTOCKTON CREEK LLCD.B.5504, PG.6142.63 ACRESREVISED LOT 6T.M.69-19A7JUST, JOSEPH SCOTT &CASEY R JUST21 ACREST.M.69-50FREEMAN, ARTHUR H ORJOANN F47.729 ACREST.M.69-51GRAVES HOME LLC26.988 ACREST.M.69-51HGATES, JAMES P ORKERRY D2.148 ACREST.M.69-51BMCCLANAHAN, DENISEFIELDS2.80 ACREST.M.69-6CGIBSON, EVERETT E JRFIELDS1.07 ACRESCRITICAL SLOPESCRITICALSLOPESCRITICALSLOPESCRITICALSLOPESCRITICALSLOPESCRITICALSLOPESCRITICALSLOPESCRITICALSLOPESREDWOODREDWOODREDWOODREDWOODREDWOODREDWOODRED
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48888
8
4880
886888 8909
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0
89
6 90490691091692092292489090091088088091
0
900
920924 920930936932940940936932920930940920910900870880890900860870868880884
886886890920926932
930926924912916892896900910920930940LOT 193.43 ACRESLOT 182.05 ACRESLOT 176.19 ACRESLOT 162.25 ACRESLOT 152.40 ACRESLOT 143.95 ACRESLOT 112.73 ACRESLOT 135.05 ACRESLOT 122.41 ACRESLOT 102.20 ACRESLOT 92.98 ACRESLOT 232.02 ACRESLOT 222.49 ACRESLOT 213.10 ACRESLOT 203.47 ACRES2.07 ACRESLOT 3A2.49 ACRESLOT 3BSTOCKTON CREEK LANE50' PUBLIC R/W25 MPH DESIGN SPEEDSTOCKTON CREEK COURT50' PUBLIC R/W25 MPH DESIGN SPEED100 YEAR FEEMAFLOODPLAIN100 FOOT WPOSTREAM BUFFER12810117632OUT116171836" RCP CULVERTSEE DESIGN THIS SHEETC10C22C21C20C16C12C13C19= D1'3:13
:
1NO SCALE= D1'3:13:1NO SCALE= D1'3:13
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1NO SCALE= D1.33'3:13
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1NO SCALE= D1'3:13
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1NO SCALE3AC23C11DRAINAGE MAP AND CALCULATIONS1"=80'10STOCKTON CREEK SUBDIVISION - ROAD PLAN222207 REVISIONS
REVISION DESCRIPTION
SHEET NO.PROJECT
SHEETSCALE 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902 -434.293.3719
JOB NO.DATE
12/29/22INITIAL SUBMISSION TO ALBEMARLE COUNTY08/17/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT & COUNTY COMMENTS11/15/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT COMMENTS12/13/22
REVISIONS TO THE ROAD PLANS ADDRESSING COUNTY COMMENTS12/29/22 OUTLET PROTECTION SIZING TYPE LENGTH WIDTH DEPTHRIPRAP CHANNEL OUTFALL VDOT CLASS II 30' UP TO 874' 42"OF 36" CULVERT CONTOURNOTE: ALL HOUSES SHALL HAVE SPLASH BLOCKS AT THE OUTLETS OFTHEIR DOWNSPOUTS TO PREVENT EROSION, SEDIMENTATION ORFLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET 11 FORA DETAIL OF THE SPLASH BLOCK, OR EQUIVALENT.
DRAINAGE CALCULATIONS1"=80'11DRIVEWAY CULVERT 10-YEAR CAPACITY CALCULATIONSSTOCKTON CREEK SUBDIVISION - ROAD PLAN222207 REVISIONS
REVISION DESCRIPTION
SHEET NO.PROJECT
SHEETSCALE 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902 -434.293.3719
JOB NO.DATE
12/29/22INITIAL SUBMISSION TO ALBEMARLE COUNTY08/17/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT & COUNTY COMMENTS11/15/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT COMMENTS12/13/22
REVISIONS TO THE ROAD PLANS ADDRESSING COUNTY COMMENTS12/29/22 HYDRAULIC GRADE LINE (LD 347) CALCULATIONSSTORM SEWER 10-YEAR CAPACITY CALCULATIONS
IFT.M.69-6LLOT 6STUART TAYLOR SMACKD.B.5246-521D.B.3415-704,707 PLATT.M.69-6MREVISED LOT 7E.C.ACKERMAN TRUSTD.B.4733-23D.B.4733-20 & 21 PLATD.B.4456-444D.B.3530-234 PLATT.M.69-6GLOT 1FRANK DONLEY & CARLA DONLEYD.B.3380-82,85 & 86 PLATT.M.69-19DSTOCKTON CREEK LLCD.B.5504, PG.6144.56 ACRESREVISED LOT 3T.M.69-19GSTOCKTON CREEK LLCD.B.5504, PG.6142.63 ACRESREVISED LOT 6T.M.69-19A7JUST, JOSEPH SCOTT &CASEY R JUST21 ACREST.M.69-6CGIBSON, EVERETT E JRFIELDS1.07 ACRESREDWOOD
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D REDWOODREDWOODREDWOODREDWOODSUBJECTPROPERTY,TYP.SINGLE LANE CLOSURE ALONGGOODLOE LANE REQUIRED FORMILLING & OVERLAY WHERE THEPROPOSED ROAD CONNECTSINTO EXISTING PAVEMENTW20-7 SIGNW20-7 SIGN"END ROAD WORK"SIGN (G20-2)"END ROAD WORK"SIGN (G20-2)"BE PREPARED TOSTOP" SIGN (W3-4)"BE PREPARED TOSTOP" SIGN (W3-4)"RIGHT SHOULDERCLOSED AHEAD"SIGN (W21-5Br)"ONE LANE ROADAHEAD" SIGN(W20-4)"ROAD WORKAHEAD" SIGN(W20-1)"LEFT SHOULDERCLOSED AHEAD"SIGN (W21-5BL)"ONE LANE ROADAHEAD" SIGN (W20-4)"ROAD WORK AHEAD"SIGN (W20-1)PROPOSEDVDOT R/WDEDICATIONSTOCKTON CREEK SUBDIVISION - ROAD PLAN222207 REVISIONS
REVISION DESCRIPTION
SHEET NO.PROJECT
SHEETSCALE 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE, VA 22902 -434.293.3719
JOB NO.DATE
11/15/22INITIAL SUBMISSION TO ALBEMARLE COUNTY08/17/22
REVISIONS TO THE ROAD PLANS ADDRESSING VDOT & COUNTY COMMENTS11/15/22
MAINTENANCE OF TRAFFIC PLAN1"=80'18