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HomeMy WebLinkAboutSUB202200140 Plan - Revision Road Plan and Comps. 2023-01-09 (2)STOCKTON CREEK SUBDIVISION GENERAL NOTES OWNER: STOCKTON CREEK LLC 455 SECOND STREET, 5TH FLOOR CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET, SE SUITE 200 CHARLOTTESVILLE, VA 22902 ATTN: ALAN TAYLOR ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 1. 06900-00-00-019BO (DB. 5504, PG. 614) - 3.64 ACRES 2. 06900-00-00-019CO (DB. 5504, PG. 614) - 7.70 ACRES J. 06900- 00- 00- 019EO (DB. 5504, PG. 614) - 4.62 ACRES 4. 06900- 00- 00- 019FO (DB. 5504, PG. 614) - 4.63 ACRES 5. 06900-00-00-019HO (DB. 5504, PG. 614) - 11.03 ACRES 6. 06900- 00- 00- 019,10 (DB. 5504, PG. 614) - 8. 92 ACRES 7. 06900-00-00-050BO (DB. 5504, PG. 614) - 8.73 ACRES TOTAL AREA: 49.27 AC. ZONING. RA - RURAL AREA - WITH HAZARD OVERLAY DISTRICT, ENTRANCE CORRIDOR OVERLAY DISTRICT, & CRITICAL SLOPES OVERLAY DISTRICT DEVELOPMENT RIGHTS: TMP 69-19C, TMP 69-19E, TMP 69-19F, & TMP 69-50B ALL HAVE (2) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. TMP 69-19H AND TMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. TMP 69-198 HAS (2) DEVELOPMENT RIGHTS BUT MAY NOT BE FURTHER SUBDIVIDED N THE CURRENT CONFIGURATION. PROPOSED USE: 15 SINGLE FAMILY DETACHED (RURAL RESIDENTIAL) LOTS OPEN SPACE. NONE (NOT APPLICABLE) RECREATION AREA: NONE (NOT APPLICABLE) CRITICAL SLOPES: CRITICAL SLOPES ARE LOCATED ON THE PROPERTY AND SHOWN ON THE EXISTING CONDITIONS PLAN SHEET (SHEET 2). NO CRITICAL SLOPES WILL BE IMPACTED WITH THE PROPOSED ROAD DEVELOPMENT AND SUBDIVISION OF THE PROPERTY. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SETBACKS.• FRONT: MIN. 75' (ALONG EXISTING PUBLIC R/W) AND 25' (ALONG INTERNAL PRI VA TE & PUBLIC STREETS) NO MAXIMUM SETBACK SIDE: MINIMUM - 25' AND NO MAXIMUM REAR. 35' MINIMUM AND NO MAXIMUM SUBDIVISION STREETS: ROADSIDE DITCH WA TERSHED: STOCKTON CREEK WATER SUPPLY WATERSHED AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY- TOPOGRAPHY PROVIDED BY ROGER RAY & ASSOCIATES, JANUARY 2022. HE BOUNDARY LINE INFORMATION IS PROVIDED BY ROGER RAY & ASSOCIATES, AUGUST 2021. INFORMATION FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DA TUM: NAD 83 EXISTING VEGETATION: EXISTING FARM LAND WITH CORN CROPS AND PASTURES FOR COWS. TREE VEGETATION OVER A PORTION OF THE PROPERTY, MAINLY ALONG THE STREAM CORRIDORS. (1) EXISTING FARM HOUSE WITH BARNS. LIGHTING: NO LIGHTING IS PROPOSED PARKING. REQUIRED PARKING: 2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS PARKING PROVIDED: 2 OFFSITE PARKING SPACES PER LOT WITHIN THE DRIVEWAY OF THE RESIDENTIAL LOTS NOTE: NO FORMAL ON -STREET PARKING IS PROPOSED ALONG THE PROPOSED STREETS AND CUL-DE-SACS. PHASING: THESE PROPERTIES SHALL BE DEVELOPED WITHIN (1) PHASE BURIAL SITES: NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. SEE SHEET 2 FOR THE LOCATION OF THE STREAM BUFFERS. RETAINING WALLS. NO RETAINING WALLS ARE PRPOPOSED. LANDSCAPING. EXISTING TREES TO BE MAINTAINED ON THE PROPERTY IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND IN ACCORDANCE WITH CHAPTER 14. BUILDING SITES. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. STREAM BUFFERS/FLOODPLAIN. THERE IS A 100-YEAR FLOODPLAIN ON THE PROPERTY, PER FEMA MAPS 51003CO225D, FEBRUARY 4, 2005. STREAM BUFFER EXISTS, AS SHOWN ON SHEET 2. OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN r 18111=3 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER WITH PRIVATE TRASH SERVICE FOR PICKUP. 4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 5) RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 6) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 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 SHALL BE 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 STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES, PROVIDE ACCESS TO WITHIN ioo FT. OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, 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 VIRGINIA STATEWIDE FIRE CODE. S. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN ARES OF SPECIAL; HAZARD, SUCH AS 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 SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. ROAD PLAN SUB2022-00140 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT SCALE: 1" = 160' o (30pRFST�T, 0 SQRip MF r v 0� o / LOT 13 �•.. 4.49ACRE5 LOT 12 LOT 9 2.40 ACRES V ° r - 2.70ACRES A �� \ \ o. ir• LOT 10 2.22 ACRES o.;. v 0 d \ 0 LOT 14 ° . 3.90 ACRES mo LOT 11� o 2.74 ACRES `0 / voOF U i LOT 15 2.39 ACRES o� m \ LOT 23 , o� � 1.90 ACRES �\0 0� • - - - 0 LOT 16 ` - - \ r r e 2.25 ACRES \ Vo \ > o / / \ o �00", LOT 22 V - 2.49 ACRES LOT 17 LOT 3A 2.07 ACRES 6.19 ACRES a / LOT 21 \ / 3.10 ACRES LOT 20 - \ 3.46 ACRES U I LOT 3B 2.49 ACRES i L------------ IMPERVIOUS AREAS (WITHIN LOD): PROPOSED ROADWAY 50,089 SF PROPOSED DRI VEWA YS 42, 996 SF PROPOSED RESIDENCES 31, 200 SF PROPOSED SIDEWALKS 0 SF TO TAL 124,285 SF OVERALL ACREAGES TOTAL ACRES OF LOTS: 46.76 AC (94.99) TOTAL ACRES OF OPEN SPACE.• 0. 00 AC (JO. 39) TOTAL ACRES OF ROW 2.51 AC (5.19) TRIP GENERATION CALCULATIONS SCALE: 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) STA7r R , Rp1IOO (VARIABLE' 3,N�.B.413 ,7/WpB 3 209 &RU 211) O LOT 18 2.05 ACRES LOT 19 3.44 ACRES BUILDING CODE NOTES: 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 2. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE 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 MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 5. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL 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 ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. 7. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). 8. THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING 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 PLAN ACCORDINGLY. Brookville Manor IN Brooksville Manor 100 1 Blue Ric 250 � Roy T E250 SUBJECT SITE Greenway i 131 VICINITY MAP SCALE: 1" = 2000' ROADS LEGEND EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER - - PROPOSED PAVEMENT EC-3A DITCH 6» DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T 0o EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION VSMP PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 OVERALL LAYOUT PLAN 4 SITE PLAN 5 SITE PLAN 6 OVERALL GRADING AND DRAINAGE PLAN 7 GRADING AND DRAINAGE PLAN 8 GRADING AND DRAINAGE PLAN 9 NOTES AND DETAILS 10 DRAINAGE MAP AND CALCULATIONS 11 DRAINAGE CALCULATIONS 12 ROAD PROFILES 13 ROAD AND DRAINAGE PROFILES 14 DRAINAGE PROFILES 15 SIGHT DISTANCE PROFILES 16 SIGHT DISTANCE PROFILES 17 LANDSCAPING PLAN 18 MAINTENANCE OF TRAFFIC PLAN 18 TOTAL SHEETS NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO 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 OR DISCREPANCIES. 3. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-611. 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 TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 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 BE SCREENED FROM THE ENTRANCE CORRIDOR. 9. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE 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 A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. THE ONSITE SANITARY SEWER IS A PRIVATE UTILITY 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 OR DAMAGE. 2. A MOT PLAN SHALL BE PROVIDED PRIOR TO THE START OF CONSTRUCTION FOR ANY WORK ON EXISTING ROADWAYS THAT HAVE BEEN ACCEPTED BY 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. SCOTTkR.LS'Z ,L) Lic. 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B.4456-444 r D.B.3530-234 PLAT 'NO PARKING' SIGNS SHALL BE PLACED / EVERY 2So' ALONG ROADWAYS / �ry / / T.M.69-6G LOT 1 FRANK DONLEY & CARLA DONLEY r / D.B.3380-82, 85&86PLAT r r /l rr T.M.69-61- \ T.M.69-6C LOT 6 GIBSON, EVERETT E JR STUART TAYLOR SMACK \ FIELDS ` D.B.5246-521 , , — — — _ _ 1.07 ACRES D.B.3415-704,707 PLAT _ - ---- / — T.M.69-5113 �_ // soo YR FEMA \ �' •� MCCLANIELDS DENISE �- � � � FIELDS / PROPOSED VDOT FLOODPLAIN 2.80 ACRES RIGHT-OF-WAY DEDICATION \ / / T.M.69-19G \ REVISED LOT 6 \ / STOCKTON CREEK LLC 2.63 ACRES \ ® / D.B.5504 PG.614 LOT 13 4.49 ACRES s 80 � O � LOT 12 as sio� LOT 9ff 2.40 ACRES sFTegc ® \ ?� 2.70 ACRES A� \ \ /4000 / z LOT 10 0 84•92' / 2.22 ACRES o� ti / ti / o 0, /rvo o 0 0 \ w SIGHT DISTANCE= 610' \ o _ ti� ®� / VERIFIED IN THE FIELD \ - -- � / LOT 14 -ZqcK o / \ 3.90 ACRES 5 �g ioo' WPO STREAM T.M.69-51H BUFFER \ GATES, JAMES P OR KERRY D LOT 11 N 0 '• 2.148 ACRES 2.74 ACRES / �` / �s? ® ry \\® </ 3 \ ST �/ �� \ \ 0 do , \ p0 NC ry 33. 4 a /\ pF�E61 K`'q/�/ N o� l �w ��� FsF�e LOT 15 si ------ — — \ �z c �c 2.39 ACRES � \ 4 'NO PA I EVERY 25o ALONG ROADWAYS LOT 23 a ti 0 \ 1.90 ACRES \ 428o' IGHT DISTANCE \ ® \ ma __2 °�T0 LOT 16 / 2S,FRp' — OFFo'f'FF 2.25 ACRES ® o ;yo �o �� NTSFTB 148.14 0 �j� /�'� 0 / ��qCK z LOT 22 s a� 2.49 ACRES �Q \ i rn O 0 LOT 3A 6?9s ��� / �10 LOT 2.07 ACRES / �`' - \ y 4/ 01 6.19 ACRES �4 69 I .EOM°oo I 0 m I LOT 21 3.10 ACRES / LOT 20 \ I 3.46 ACRES I 1°tk'� 0 - 3692, � T.M.69-19D I REVISED LOT 3 ��� STOCKTON CREEK LLC I \ \ 4.56 ACRES D.B.5504, PG.614 LOT 18 LOT 313 'NO PARKING' SIGNS SHALL BE PLACED 2.05 ACRES 2.49 ACRES / EVERY 25o' ALONG ROADWAYS i a - / ----------------------- -- ------ LOT 19 —3:44 ACRES 75' SETBAC I \ \ 256. zi' K (TYP.� Lk25• - - - - - 362.04' \ T.M.69-19A7 JUST, JOSEPH SCOTT & CASEY R JUST 21 ACRES T.M.69-50 FREEMAN, ARTHUR H OR JOANN F 47.729 ACRES GRAPHIC SCALE 80 0 40 80 160 ( IN FEET ) 1 inch = 80 ft. T. M . 69-51 GRAVES HOME LLC 26.988 ACRES 320 (:A TH:0 � O SCOTT R. C LINS ,U Lic. No. 035791,� 12/29/22 IONAL U z Z� O� (~ w r/ 0 Hz O U) LuLu U) z Lu � E � L z � O 0-6 c o > LL z c U) i L q z � J � a � c Q O E Lu < O F U z O C U Lu N N N N N N N N Lu r� L l M as QQ o r z LU J_ Cn in Jw Jolf olf 0 N z Q O � z Q z ZD i--i O H� Q J m Q LU Lu W oC U z O U O U) Lu r, O � Lu w 2 a JOB NO. 222207 SCALE 1 "=80' SHEET NO. 3 T. M .69-6 M � T. M . 69-6G EX. GRID NORTH VA-S SPA REVISED LOT 7 RESIDENTIAL \ LOT 1 FRANK DONLEY & E.C.ACKERMAN TRUST DRIVEWAY ' GRAPHIC SCALE CARLA DONLEY D.B.4733-23 OODLOE LN I — — — — — — — — — — — — — \ 50 0 25 50 100 200 D.B.3380-821 -2 &21PLAT G ROUTE 803 ___---------------- 85 & 86 PLAT D.B.4733 0 - � UTE STATE RD T------- \ \ \ D. B.4456 444 _ _ IN FEET 1y8o TO RO — — — — 9°o'TORo E O'PRESCRIPTIVE EASE _-_�40.06'_ D.B.3530-234 PLAT 151 - - - 1 inch = 50 ft. GOODLOE BAN __------ - - --- _ -- \ VDOT STD. WP-2 -- - - - ISTANC - - - - - - - - - - - - - MILL/OVERLAY - - - - - - - - (10 _ - \ -- 402 \ \ PROPOSED 61o' SIGHT - — - DISTANCE. SEE SHEET 3 FOR ___ 610 I HT DISTANCE_ o� E/P E/P FULL ALIGNMENT. SIGHT _ — — — — — — — -- 202.79� VDOT STD. DISTANCE HAS BEEN VERIFIEDT.M.69-6L l IN THE FIELD 75' SETBAC�< (TYP.) \\ \\ LOT 6 Ri-i STOP VAR. WIDTH SIGN / \ \ I I PROPOSED 62o' SIGHT SIGHT STREET o / \ \ STUART TAYLOR SMACK I I DISTANCE. SEE SHEET FOR DISTANCE 4EIp Elp \ \ D•B•5246-521 FULL ALIGNMENT. SIGHT EASEMENT o \ \ D. B.3415-704 707 PLAT DISTANCE HAS BEEN VERIFIEDTYP.) \ \ IN'THE FIELD 75' SETBACK ( \ � \ \ — 1J /°o, / LOT 9 \ \ 2.98 ACRES N \\ \\ 00 J/ LOT 23 SPESIGNMIT/ / oo \ __ \ .iJ, r �0 'PROPOSED 2.02 ACRES � � •� ------ � w v DRAINFIELD PROPOSED ASPHALT o I PROPOSED v v \ I ROADWAY, SEE V A DRAINFIELD vv v \ / DETAIL SHEET 9 \ T. M .69-19G \ \ O(:::�) REVISED LOT 6 I I LOT 3A v?� L — 2.07 ACRES \ � '\' STOCKTON CREEK LLC \� ` \ 2.63 ACRES 404 57 D.B.5504, PG.614 \ ` 0 6' SHOULDER, o _ \ o M /— — ------ \ \ I ----- \ \ T.M.69-19D __ - N ----- REVISED LOT 3 -- ----- \ \ \, STOCI<TON CREEK LLC 01 .03' \ 1 -� �o 4.56 ACRES �, 337 < < / D.B.5504, PG.614 - --- - \ N/� LOT 10 0O � \ T.M.69-6C �' O zo' WIDE 2.20 ACRES �, Q T \ - ---- — PROPOSED ° n DRIVEWAY <o \ GIBBON, EVERETT E JR TYP.) DRAINFIELD �� + rn --- SIDE SETBACK ( I o I (TYP.) 1 2 <� 2f F F \ FIELDS \ N 25 S �/ m m o o, I �,_ 54 53 \ 1.07 ACRES / � 1 M� z E/P-ESP F \ V /i - -- i r-CM 35 REAR YARD SETBACK—(TY_P.)77 v "-' - y - 7 7 \ �, \ I z z -- PROPOSED m / DRAINFIELD \ / s I 0 ° F + / \ I Z < L < '. \400 \ / 61 9 LOT 12 < < < (0'4 6' SHOULDER,I / 11 2.41 ACRES \ / N J - �,❑<- F v vi / LOT 22 2.49 ACRES I PROPOSED u o I < F _ — — — 5 00 R/ /w DRAINFIELD cn o l 1 \ 296.9g, ' \ t aooWa39t m LOT 13 PROPOSED \ -- ------ — _ _ D CID (�)5.05 ACRES F F F F �F \� < V / DRAINFIELD 25' SIDE SETBACK (TYP.) - - W \ I VAR. WIDTH PROPOSED --�-� N s el �_ SIGHT DRAINFIELD I \ i T DISTANCE v U1 70 EASEMENT 0I / / \ - O LOT 11 N m z \ 2.73 ACRES v) 20' WIDE O. 1 I m 00 DRIVEWAY / m (TYP.) LOT 21 3 zo' WIDE 000 IIQ' \ G,� \ n _ < o \ I I 3.10 ACRES DRIVEWAY n\ REOW (TYP.) \ I z � q I I ---- \ / F F F' < F F I F I I O �o. PROPOSED DRAINFIELD _� _ \ _ SFj1.$2 F VDOT I � � Fa I F F I C I I 0� e STD. GR-z ---A GUARDRAIL 'FRONT SETBACK _ — -- d' �\ 1� 193•69 � C o � I F I� 7 � X o 176.24' VDOT — -- N-_ ---_ sTD. GR ------ ��3+00 - DISTANCE _ -----T80' SIGHT +00 ------ir`" OGUARDRAIL °O CRI LOT 20 ----------- 4o \ / \A I Iz (< 3.47 ACRES STREET SIGN p � /) O 200.81, � 168OI �DPROPOSED STOP SIGN .3QDRAINFIELD (-)T � STD R - SETBACK #SCO)TTkCLS Lic. No. 035'791,� 12/29/22 `�IONAL E����� z z 0 0� U 0 0 Lu 0 Lu z Lu U z 0 U 0 0 z w 0 Q z Q 0 a 0 ce w 0 U) z 0 V2 w N N N N N N N N Lu \-i N N o rn ti M N co � z w N Q N Q Q > p Lu J � z z w O Q ll_ i J L9 11-4 O � ZD o>- U Q Lu W ul U) 01� F_ U w z U) � U J w O Q (D 0 0 N I 2 FR NT _ / <_ �wR I \ I I PROPOSED \ 193.61' I rTl I 2 ' �� 6' SHOUL R PROPOSED DRAINFIELD — _ o I� I 1 Fjp ' \� (TYP.) I DRAINFIELD I z 00 \ I ------- �i / I \ MATC.�LI�E-SEE SHEET 5 2 F F jut < F I I T. 6 00 C4Jc) VDOT / CD m F F F M CC LA I. STD. GR-2 F < < F- Lu w w JOB NO. 222207 SCALE 1 "= 50' SHEET NO. 4 - - VDOTv` STD. GR-z LOT 20 GUARDRAIL \ 3.47 ACRES STREET- I SIGN O \ I PROPOSED \ I DRAINFIELD I .0 T. M . 69-50C 1 FLEISHER, MITCHELL A & LAURA L FLEISHER 55.514 ACRES mu z m �I m C7 r1 I � Vmj r"{1= (� - a C01 0,10 o 0 0,r LOT 19 ��'co °�� 3.43 ACRES 01 VAR. WIDTH PRI, ATE \ ✓ STORMWA ER MANAGENT / FACILITY E�ASEMENT ; ` PROPOSED � DRAINFIELD I PROPOSED I DRAINFIELD 000M03b LOT 18 2.05 ACRES VAR. WIDTH \ \ J W STORMWATER MANAGEMENT I ACCESS EASEMENT \ O� � I �Hn .No 1C> 176.24' d� 280' SIGHT DISTANCE m �3 eta° ------- -�� mo o 0, 0 zo+oo -� sp F o.I FII II `r1 CJl \ m O 168.13' — 200.81 — _ p .o`b �� \ O- �o m 1 ;U> STOP SIGN E E I VDOT STD. Rs-i 2 'FR NT SETBACK % / O °' rt�,R/w o I / PROPOSED = <_ F 11 II PRm I OPOSED '�� / 6' SHOUL R, \ DRAINFIELD pF/A i°:l'(TYP.) I I DRAINFIELD 0 MI4TCHLINE -SEE SHEET y L I I T. r MCCLA 07� I I > 2. Lu COOM0321- w /PROPOSES 00 DRAINFIELD ul, oa 00 Ln LOT 16 I l I Z 2.25 ACRES - 100 �- \ I n GOOM038 _ - _ - LOT 14 3.95 ACRES � -� O, I I N I O 1 IOi F F F < E O I AGO z �•�w o j LOT 15 o � I 2.40 ACRES - - � - -�� S I T CD F - OF - - I I / ----------- S0.1 s, — — /� F < 35' AR YARD 157.6 SETgA - - 4 RECK - CC�r / - — \ z55.13, ------------- - 880./i.2' 00 . I ,S O � PROPOSED / — O � � � .• DRAINFIELD 0 I / /0 / O F sF F 0 LOT 17 6.19 ACRES I / �. o O F F F � F .• I O � � oo � 0 �� T. M . 69-51 H 0 <_ �� :� GATES, JAMES P OR I o A o� KERRY D O <- 2.148 ACRES 0� 0' I 0 0� O Fcr F � 0 �.�< < ti S v (0 OF < < �� � �� C) �- Sy GRID NORTH VA-S SPC vHo r� 09' F F F F F F �v0F o T. M .69-51 GRAVES HOME LLC 3�70 26.988 ACRES . B 3 T. M .69-50 272 0 /�j GRAPHIC SCALE FREEMAN, ARTHUR H OR 50 0 25 50 100 200 JOANN F 27, / 47.729 ACRES ( IN FEET ) 1 inch = 50 ft. TH 0) SCOTT R. C LINS �Z U Lie. No. 035791 � 12/29/22 o�0NAL E��Z U) z w �U)F o U w g � � C z O C o o o uj O J C] z C Q > in Zz o � C7 cn L a m � � u O J (n C) C Q cn C) C 1■■1 wLU o U) p z z V1 z o Q g < '■■' � z a c � C > � 0 w CO w C W U) Q < = u CeJ Q H � w ~ F C z z 0 � 0 p U, z > L O � u c � Lu N N N N N N N N Lu in 00 N N o rn z C`7 CA N (1 11- z Q o J w 0) N N Q W Q Q > Q z Ld � J, J z z W O a 1_ - J Lu Q i--i ZCID � Q � � C a w cn W � W W ul U) oC F_: U zw z O U U J W O 10� V) c� 0 0 N F_ Lu w w a JOB NO. 222207 SCALE 1 "= 50' SHEET NO. 5 T. M .69-6L \ LOT 6 \ T.M.69-6C STUART TAYLOR SMACK GIBSON, EVERETT E JR D.B.5246-521 \ FIELDS \ --\\\ D.B.3415-704,707 PLAT ,--'------- 1.07 ACRES ---_ -- --------------- v` do Is T.M.69-19G \ \ - - - - �\ARFST T.M.69-5113 REVISED LOT 6 v< O SC .R T MCCLANAHAN, DENISE STOCI<TON CREEK LLC \ �s IOP sL ® \ \ '�., �� l ��'°Tj�sO FIELDS 2.63 ACRES o \ �\ ��• \ `\ \'`, RNA�� Fqs 2.80 ACRES / D.B.5504, PG.614 ti \ IS 'ioo YEAR FEEMA FLOODPLAIN \ 9 LOT 13 o \\ \ 5.05 ACRES \ \ \ % \ 926 / LOT12 \ \�- 2.41ACRES ' - -92z \ / ---/ ---- /\� LOT 9 \ \, / \ _ �--- -- - - - - - _ / �•. z \ — \\ 2.98 ACRES - - - - - / 920 -\ - - /- / ti XtMATE 916— _� �� �I� CATI©N STREAM �• 1 - \�910 �� \ - �� A V A �- �gso''/ i I / UTILILINTY ILti \ 20 ACRES \ \ s®2[ A —900 \®VDH 896 \ \ \ �; \ \ MONUMENT v-� ( ✓/ �vimVV�— --_l/ 90v v �A �FOUND —89 3.95y/ �19�o�v A/ \ \/ \\\ \\ SRO\ES I %- M/oov/ �•�;�\\ \ \ -51H L ATES, JAMES P OR 0o .. 69 30-_ H//A KERRY DV® .148ACRES( RITICAL A \ ` \ Q A A / / // SLOPESVA V �V/ v / i T.M.69-6M1�/ / ��- / ! / 1 vo,d REVISED LOT 7 2 , � v 906' I n V I I E.C.AC<ERMAN TRUST O v / I I D. B.4733-23 �- D. B.4733-20 & 21 PLAT \o D.B.4456-444 \ ' D.B.3530-234 PLAT V v � v T. M.69-6G LOT 1 FRANK DONLEY CARLA DONLEY D.B.3380-82, 85 & 86 PLAT �� c� , / - -- - -� v ST / / l l / v v v - v v v l I / �l l l I I ✓ ti° �• A v v v �� �� II --L v V�v�`�o 94z� �spiie<FSR \ LOT 15TvA.M. 69-\51 _ ioo FOOT WO — STREAM BUFFER o Ov GRAVES HOMM1 EA\A\L LSOT 23" 2.40 ACRES co 9 RES ------------2.02 ACRES g94 o 267$AC ®NEW VARIABLE WIDTH \ V PUBLIC DRAINAGE ESMT Q� LOT" 16 i1 A do _ v ® \ A � \ v- \ 2.25 ACRES �v v CRITICAL I / SLOPES / /® \ o Vs / � m O , v -9 LOT 2� ---�_ /�/ I \ \ \ \ 1 A v `88 - - �v 00 / - { 8�0 I � o / NEW o PUBLIC �� \ ' / 3 I 1 �. � w� A / X 00 40 5 — — _ A I DRAINAGE ESMT ; �� °° w / 1 A / —/vI v PROPOSED o / v _ I$ -------�__o VDOT RIGHT-OF-WAY/ I i A A \/ \ \\ V A 1\ i I e �� v i / �o _ / V A PROPOSED 5o VDOT RIGHT-OF-WAY\ I� / s� �� ��.• — / — — — X \ go\_ IS 1 — — — — — — ' / - 920®/ OLE /��9p0 OVERHEAD ,v � '-932 — — — — -— -- — — UTILITY /I✓/ /1 1 \ o LOT 17 LINES 2.07 ACRES - -- - 30 =4�°6.19ACRES -C-Cs- is_-14 69PRO-P ERTY, — , / TYP: -- Sao, i -920_ - I - / \\ V A \• 1 1 v =gzo\ \ ` \ I\� LOT20 \ \ \ \ \\\I \ V\\ �V 1 3, �7 ACRES I I I 1 m � � vV ���; _-�-1-�T, / //// i/��� 36 RCP CULVERT MONUMENT \ — —� \---_ / // \\ \ II 1 I \ I \ 11 IPI`k�Q S VDH SEE DESIGN SHEET `�I FOUND T. M:69-19 v v y = _ !i % / � / / / // f \ \ REVISE DLOT 3 v/ `I 7----I//,' // �/ i �� ��_ �- 900 / IIII II II11111111'I 1 It 3 ��e1� �\ \ \ 1 V\ \ \� VD / STOCKTON CREEK LLC/� I ��`� \ V A N 4.56 ACRES I _ / T - / / \ \ 1 \ MONUMENT '' - _ _�� /// / �'�-v ��� �/ / //�l III II �� coo AV \� A A \ ��\ \ �> �� I ��P LEs V "� F 0 U N v D.B.5504 PG.614 ----- / / / �l v v _ / - - - - / / / l' � �� \ \ \ v A z A \ \ v �� �v — v _ _ / / / / NEW?o PUBLIC DRAINAGE ESMT. �� \ 2.O��yACRES / \ LOT 3 B / 1- _ _ I -� / '' / 4` _\ 2.49 ACRES -890-_ LOT 19 VDH / / - _ - J= �/ n/ \ �- \ J �� ;%� I /Il 1 /l I 3.43 ACRES MONUMENT FOUNDxv �� � � IS a6s \ \\ \ \�cRyleaL i / 0/ /I /• ( a66 A V A V A � 8 SLOPE S CRITICAL SLOPES \ \ I — _ \ — \ — NEW 25' PUBLIC DRAINAGE ESMT 862 \ \�\�� \ \ \ \ \ o ------------ — i \ ---- \69-5 / / 6 I'' \ o \ f��� /DH --- �,a�0 / 866 6 _ i FREEMAN, RT U\R H 'OR - _ -_ - MONUMENT s _ � _� \ _ \ � - �-- / M O N U M E J OA N F a6a \ , 60 L" 06� x � V� FOUND � \ IS 4 C\RES\ VDH , \ - - -- -1/D H _ \ == \— 6 860� J MONUMENT T.M.69-19A7- \STATE - _ - �VIONUMEN� � \ - ' �RI T E 1ePES — \ - \ _CRkTICAL R©� JUST, JosEPH s��TT &= _ _ \ — \ \fflur2 _— - - - _ ; VDH GRAPHIC SCALE FOUND _ _ - - _ - ZERS 51 CASEYRJUST ------_ __ ___ �� SHOP ---- -- 21 ACRES- — - - - - - _ �Af�'IgQLE yVIDjHRRAD _ - -- - _ - -_ - MONUMENT 80 0 40 80 160 -_\ , _ _ _ _ - - - - - H 2 - -- — -- 3- \ 2fl9 T \ _ - �f ---- _ - - — MONUM VDH y —_ _ IN FEET ) FOUND ��\ C� UMENT �\ � -- - — -� VDH \ \ \ \ \ \ \ \ FUND MONUMENT _ 1 inch = 80 ft. 320 kCL C, SC07S'Z U Lic. No. 035791,E 12/29/22 SIONAL z I � I O , U LLJ J Z z o I 2: , O � Cl. w m HUCf) Q O I Lu LJ o z , F�1 z O O C W LJ.J Lu . 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CIO I \ I \ / I 2. 2ACRES / 32.0 \\�\ I i/ 29.5 // v LOT101 �.20IACRtS \ / F /o I// I/ I/ / po'c� I I I I I I 1 \I A \ \ o 16 I f � SUBJECT / PROPERTY, TYN \ / I P.. v �' V AV I\ `1 I �v - _ �,'� I /CP 0- \ \ \ I \ X OFE=938.17 I I > � � v � v \ � % \ \ \ o GAR=9375o I L� _ � vv \ A/ \ \ \ V o / / I / I I /\ \ \ \ 1 1 \ V 1 1 I - - II F Fv �` F `O � v / V A \ V T o -,- / ,/ �� I I I I I I I V I l I I I I I ' I \ \ I ` 97 A zzo 1 1 A \ o / / o / I I � F �- �I � F\ \F -+ I I I A\\ I I I I I I I j / I I l 1 �,I/1 I I II I I I I F `O F\�` ;\I \ I I I I LOT 12 \ I \ y v /41 ACRES 1ooI I F F F \vF FoO I I I I �.FLOODPLAIN � / 0 HD PI E5 - - F\ v a F F s"' �// EXISTING VEGETATION (TYP. OT2Z C Z / 2rry .49'ACRES \ \ ; F , frL "' rn A �v V F I CC/ , HI F m KPROPOSED So mo -VDOT RIGHT-OF-WAY </ — — — {Z A rn I �® -�/ °-i' I - , - I I ',Tl ao0Wa3LOT 13 \ \ \ \ \ \\ \\ V V \ A I \ \A \ v / I I I I III1A V ` I v < woT/aIA, 5.05 ACRES \ \< RIFRA \ All �'0 RP APNosCL _ � I I ;� `- C21 Nos LE H P < 04.7 // / / / ' / / ILO�f17,' 02. o 73/ACRES I \ \\,I - - - - - -- � I '� 00.0 LOT>21 , I m � i I RIEDp tXI$TAG �ST EAVI \-- / N � I 75 / —C� 2/0 / 9\5�o I I I Vao— 1V V A 1 1 A IV / oH P g8s 9so _ J14 V 1A `<- I I I F - - ' I L - / - FH. • \ I I I '0 882 o � 0 : 897• L C12 / I I 5 ,r .09.��``\ vI 1 - 07 '09 894.0 \ 906- 3 1 < V/ l/J 4.0 C11 A E F I li 18" HDPE \ 24 1 o o 83 .C13 3 --- - - F FI �` 8 � -- 9 4 9i�50 �z+00 - � � vv u � \/ `\ \ � V A � I Z +00 1 \ V _ 1.5 HDPE I � I ��� � + ' r� \ \ �� I \ \ \ \'/ / / H - zo+oo �90.0 - - 94 11 \ A 9 �_ �fti 2 _ ; I I 3 4 ACRES / 10 ---- ---- 9 �y2 - 9cQ / \ \� \\\ I = /// 9 v v v v v F� < F 1�1 0 /N W o' PUBLIC / g�.o v / 24+05 ��✓ \ \\ \ \ \ — / ,,DRAINAGE = ESMT c16 _os/ I Cn � 8 � 1 15 HDPE970 _ - 1 VDCI1 /00 / II V I \V I I v\ I GRAPHIC SCALE so 0 2s so ioo zoo §WA��,�> / �� v / y r v I v v /- O v v v yO SCALFjA W I \ \\V A I \ / � EXISTING / /� / 11+90/// VEGETATION / // // ' ``" ` � � /. / / MATC LINE - S E SHEE� \ \ v IN FEET \\\\ \ I I 1V A vv A 1v A \\ I \ 1 A �` v (TYP.) / /' / 11 / / / �' jo, ■ �■ ■ I� ■ �■ °�— — — — — \ I \ ) ` I \ \ 900 / / / J I I\ 1 inch = 50 ft.— / ZICOT;TR. C LINSZ� �J Lic. No. 03579L, ,��12/2'/22 SIONAL E O , (� r/ w J ZZ O � I Q 2: I O r `` w m H �el U Q I O I Lu W G Z I z O � cn 5 2 ; Lu W � m i U) I J I � I z I N N N N N N N N w G 00 -1-1 N N O +--1 I + I 19 co ti C'7 N L Zw w u z Q a- 0 Q O i z O 0 co W W U z O 1 U O V) z Q M L I— Lu w JOB NO. 222207 SCALE 1 "= 50' SHEET NO. 7 1_ 4- 0��3PE 89 19Q� - z�,o, ,HDPE �j ��I � C� .�C� � _ 22+00 15 L 94z o fII I 20+00 --------- LOT 20pp� < 3.47ACRES I 094.3 ---- SCOTT . C 0� LIT�N� S gi.g24+05 0 NEW 0'PUBLIC- - - 01, l U Lic. No. 035791 DRAINAGE ESMT C16 /S 12/29/22 � s / I\ I I I \ \ I A \ / �' / / i / / ✓'I� \ 15 HD Eass D ZONAL E Vpf �LI / // / l / � � V / \ IA a6, / / � � A � -- _ �- � / A RkP / / �I I A �V —�� V�\ �\ �/� —FT \ / sWn �) I I / / 00 cb V A V A v 6 / —� -EXISTING / '/ /�/ /� / / / ��/ --- 41+g00 o/ v I\ v v / � I I \ ��// _ VEGETATION / / // /� v/ / �/ / / l 1 l J MATCHLINE SEE�HE \9 / I I / I� 1 / \ \ \ \ 1 \ \ / / / / / 7 1 0 \ — /l I \ y��. l� ' l � �4 w v) v) z Lu z FFE=894.83 / I �/ / I \ w � DOTCLIIRIPRAPOUTLEGAR_894/ �� 1i oo TION (L= o'� W=UP TO � U ,PROTEC 4.4J o E7790 - I / I c� o 874' CONTOUR, DEPTH=42') / / DOOM098 A I oZ V 1 ko a---- A /F / �F o c� �EXISTING A / / \\ I / — _ --- I1 I Iz � STEAM o vi U) a � m wLOT 16 896\ \ �\'° �`--\—_ ��6_ i.6,— 2.25ACRES J Q w a o z 0 g Z 8�.4 - - \ I /' I / I F /F n 0 (n (n d F ` 3 1 / I I % I "CI I(n z C) — — — — — — I R°RA— a- QPP 19 I > LOT 14 o_1cj� ocHD E I a w 1 __1991 � 3.95ACRES z w _ 1 I a o / I to I \ // / o /�///� F� F ��%v, w o NEW 25 PUBLIC DRAINAGE ESMT, 3 z > \ \ I�°� \ / / v LOT I, I // // F F //� / �� � I I \\ \\ Lu 2.40 ACRES > Lu 110 I ' OUT ti \/ PROPOSED 50VDOT RIGHT-OF-WAY II \ / — I f��O � CL AlRI RAP OUTLET V� '• � / I PROTECTION (L=16', Wi=6',NEW 20' PUBLIC DRAINAGE ESMT I W2=i8', DEPTH=18") �62 i / 1 — — — — I I ( \ I / ,I -VDOT CL Al RIPRAP OUTLET / l // / I — \ \A \ \ I � J I / r CIF / F A F / PROTECTION (L=32'-EXTEND 8�0 / I I , — I _ _ — —_ l� l I TO RISER, W1=6', W2=15' — — — v 1 r � � I ILu DEPTH=18) / 1'- I l _ — — �i i /F F /� /� / < n r/ �, \ �� A LOT 19 — _ � o N ,� ,� v J'�i ° �'��� o \ /lam --_--_ y I , i� I _ --'� /� / //� <0 �/ P a \ 3.43ACRES \ NEW VARIABLE/ P PRIVATEST MWATE�/ _ MANA ENT FACILIT� // / / / / A \ i , /� / / / /��— _ _ — — -- --- --- C01�EA ENT—�_ 6� I / // / / / /// / �� / _ _ . v v_Cp j - ,ram / l a / / I I I �� / r o / / / / \ Cv) — / Q I ��// �' X spCL in /0L 00 / / KEDMOODad V \\ LOT 18 / I � I I ii / 00 00 O j� � LL Q Q A\V\\\ \ — i / // /� / / /� / I I I 2.05 ACRES I / �� STREAM BUFFER / \'� i Iv I I I I NEW 12' SWM PRI / / / I LOT 17Lu ACCESS EASEMENT \\ V / / / / I — J I I 6.19 ACRES C� 000 CO/ �� v ' '� ' o/ \yy\v / i/ I I / / //�/ / // Z z /// /�/UW O 00 0 / \ i--i —� /F ��;1 / A / / //%�//// / ��//��J �1 00 / F o= \ ) / / //�j lll� / I l l C) 0 ---- \ �i/Lu F /� F_ °� I s ���/�� / I I I 1 I — W \ V I Lu —"o H } I I , 1 Cl) "� '"° � 0� F / � � r � � F I I / � / / � �I\ f / II II II H13 4/ 0 w Z 0 F F / � � �� �Aj F / �� n� / I I I I I I I I I I I I \ \ \ 1 (� .�I I I I I I I I I \ \ \ I I I I I I \� , I I I I I I I I I 1 w O �' d -� � � I II I I � �' I � I I I I � RI �dRfH I I VA—S SPP I mmiQ I I I I l� / /--� v _ � I \ I I I I i I �_�� F F V off / rJ C:) <_ <X <_ F Fj F v II lye j y B ��� F F w 73w , Ty xw GRAPHIC SCALE JOB NO. Z22207 / 50 0 25 50 100 200 273 SCALE ( IN FEET ) 1 inch = 50 ft. ® 1 = 50 SHEET NO. 8 GENERAL CONSTRUCTION NOTES FOR PUBLIC STREETS ALBEMARLE COUNTY 1. PRIOR TO CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF GENERAL CONSTRUCTION NOTES 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. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926)., NOTED. 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL GRADING OR OTHER CONSTRUCTION. BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE 5. THE MAXIMUM ALLOWABLE SLOPE /S 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3. 1 OR BETTER ARE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. TO BE ACHIEVED. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, 6. PA VED, RIP -RAP OR STAB/L/ZA T/ON MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, /T LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS lll. g. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL PART 1926). MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S 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. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING, OR THE PROPOSED TO BE STATE MAINTAINED: DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 13. DEPENDING ON THE CATEGORY OF ROAD DESIGN. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY ADHERED TO. THE ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 14. CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE MATERIALS. LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, OF THESE PLANS SHALL BE NULL AND VOID. PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR THE DIRECTOR'S THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. A. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTION AND ARE TO BE ACCEPTED INTO INSPECTION. VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH -DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PIPE MANUFACTURER SHOULD SPEND A CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. DURING THE INITIAL PIPE INSTALLATION. ROAD NOTES viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. Albemarle County Public Road Acceptance Procedure The processing and inspection of public roads is administered by VDOT. The County is not involved in this process until the road is ready for acceptance. When the road is ready for acceptance, provide the following items to the County. 1. Inspection Request and fee A form and fee are required for each project as indicated on plans or bonds, or as requested for board resolution if smaller phases or individual roads are recommended for acceptance. 2. As -built plan approved by VDOT, and copies of all recorded drainage easements, sight easements, and right-of-way plats. Plats should be copies of the actual recorded documents from the Clerk's office. An as -built plan prepared in accordance with the County's As -Built Road Plan Policy is required. VDOT does not always follow this paperwork or policy, but for bond releases, especially where VDOT has not yet accepted the road, the minimum requirements of this policy must be met, if only to ensure that all improvements are in right-of-way and easements. 3. Written documentation of acceptance from VDOT for the entire roadway or for completed items. Formally, this is sent directly to the county on an AM-4.3 from VDOT, when VDOT requests that the Board of Supervisors pass a resolution of acceptance. After the resolution of acceptance is sent to VDOT, it is usually about six weeks before actual acceptance takes place, and VDOT issues a formal memo to the county with the road additions and new route numbers. This final notification is needed for bond release. For partial bond releases prior to this, some correspondence from VDOT for items inspected and approved is necessary. This is usually in the form of letters approving compaction reports, CBR's, pavement cores, pipe video, or other items where partial release is sought. A final puneWist inspection report from VDOT can be used for a partial bond release, but only if outstanding items are not too broad. If the punchlist is not official, and only a courtesy review, it carries much less weight. In any case, if there are problems meeting the eligibility or occupancy minimums, and it is not known how long improvements may sit, or need replacement, partial releases may not be possible. Even if a bond release is not requested, an inspection from the County is required for any County items, such as the street name signs, and any sidewalks or amenities that the County required but VDOT will not maintain. This final inspection by the County must be performed before the road can be recommended to the Board of Supervisors for a resolution of public acceptance. County bond releases (or partial releases) will be considered on public roads for all portions approved by VDOT. In addition to 1-3 above, the following items are required to be submitted for bond releases to be considered: 4. Signed and sealed letter from a professional engineer listing and certifying that completed improvements are built according to plan. Please do not e-mail or fax copies of this letter. An original signature and certifying seal are required. Please do not use qualifying statements such as "it appeared", or "to the best of my knowledge", or "generally in accord". Improvements were either built to plan, or they were not. As -built measurements, construction inspections, and other field verifications should be cited and included. Tolerances should be noted. The items not built according to plan must be listed, with explanations. Deviation in pavement materials and thicknesses must be listed. If street trees or sidewalks, or other items were moved, or added, this should be noted. If drainage changed, by addition or deletion of culverts, inlets, or re -alignments of pipes or grades, this should be verified by revised computations and attached to the letter. If there are outstanding items or omissions, these should be listed. Graphics are helpful. In short, please provide more than a statement of opinion or assurance. Please demonstrate that the improvements and construction have been inspected, investigated and documented, and are certified in detail, and county staff will not be in the position of discovering discrepancies and deficiencies in the field. 5. Certificate of Completion This form must be received for release of a bond. It is available on the county website. In the case of reductions, a letter listing the outstanding items that need to be completed before signing the certification is acceptable. It must be signed by the owner. This form says all subdivision improvements have been completed. It also says that all construction conforms to approved plans and any discrepancies have been approved by the County. This means the as - built plans have been approved by VDOT, and they have agreed to any discrepancies, which should be documented in acceptance correspondence or punchlists. 6 in I� i Water directing chevron pattern reduces washout AMERIMAX Hole for landscape spike at front of splashblock allows ,0 amerimax.com 1800-347-2586 it to be secured to ground into(gamenmax_com 2 " SM-9.5A SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 8" COMPACTED AGGREGATE �0 moo O�oo o�o0 0�00 0�0 oo�0 oogo�0o00° 0 °° °�°°�°0°° °0°° °°° ° °° BASE COURSE, VDOT 21A # oo°cg�oocg0Doogo o° og oo g° o0 0o g° o0 0008 0 OR l B DEPENDING ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - STOCKTON CREEK NO SCALE LANE 1' " SM-9.5A SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 6" COMPACTED AGGREGATE 000 �o °OOoo °OOoo °OOoo oOOoo °o°Bg°Oo°o°o° °Oo°o°gg�o°o°°o°g�°Oo°oo BASE COURSE, VDOT #21 A 00° °0000° °0000°00000° °0000°00000°000 o� 0°00 0°� 0°00 00 0 00o OR ULTIMATE LTIM A T DEPENDING LIMITS/\ AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - STOCKTON CREEK NO SCALE 2" ASPHAIT 6" COMPACTED BASE COURSE, VDO OR #21B DEPENDIN( ULTIMATE TRAFFIC I AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - DRIVEWAYS COURT NO SCALE PROPOSED 1" OVERLA" X S I \I ;----------- P\EME\T EX. STONE COMPACTED— -'SUBBASE \\ % \ SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE R%W PROP. GROUND PROP GROUND DRAINAGE DITCH 3' 6' SEE PLAN SHEETS FOR LINING DESIGN <3 3,,y ,� �94 Ar yyy"". @' tqr �; 2.0� �RFS O 3 1 Q 0 r zspq�REs O O 2. �Or12 4gI LRFS 3 tpQ�RFS 9,1, \ ,\ s 10, c 0 Nµy'tB(f, �9oF 1y,� A14 14, A• Zq�Orld 44gpT�3 .... . ... F4� MCCtA AF9-SIg i ,or pgCRES ACRES . ..•!P�9p`�y 2.8pq RS pEN/5E I S 2.Z2gr?RES I ?. 1071, mm . s. 39p7-14 C : Q' PEE . . 0 . ` o O o 23ggCRES to o o t o = 2'SACRFS j ° 0 �^ ` *6 ` �� t 00 3 4 ACRES � t ° 6I9O �R p�ER ; 6 . F H s Irr„I�gp t ° . o_P O \ o PtE l <pr O 3,q �rZ9 2'pSq CgES ACRES \ Pp," TRIP GENERATION SCALE: 1" = 200' TRIP GENERATION CALCULATIONS ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL,1oTH EDITION. CODE 220 WAS USED FORTH E DEVELOPMENT PROPOSED 15 SINGLE FAMILY DETACHED DWELLING UNITS ADT 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 - o.99 VPD PER DU = 3.5 VPD (10 ENTER/ 5 EXIT) Table 4: Pavement Design (VDOT Pavement Design Guide) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Stockton Creek Lane 142 5 192 5 5 8.68 SM-9.5 2 212) BM-25 0 2.15 21A 8 0.6 9.30 StocktonC'reek C'orut 29 5 79 5 5 5.59 SM-9.5 1.5 2.25 BM-25 0 2.15 21A 6 0.6 6.98 2% r GRASS TYPICAL ROAD SECTIONS N NOTES: 1. SEE PAVEMENT DESIGN CHART ON THIS SHEET FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY AND FIRE AND RESCUE STANDARDS & WILL PROVIDE ADEQUATE WIDTHS. 2% TRAVELWAY --2- SM-9.5 ASPHALT TOPCOAT 2% 1" BINDER 8" COMPACTED INTERMEDIATE COURSE AGGREGATE BASE /1rl11DCC TDA\TI WAV 50' WIDE PUBLIC ROAD R/W ,STOCKTOjV CR.EZA- LAiVE - 50 ' XIDE PUBLIC ROAD NOTE: FINAL ROAD PLAN MUST SHOW CONFORMANCE WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(1) AND F, AS WELL AS ANY OTHER APPLICABLE STANDARDS, REGULATIONS OR OTHER REQUIREMENTS. R%W PROP, GROUND 2% f i PROP.. GROUND DRAINAGE GRASS DITCH SHOULDER 1' 8' 6'- SEE PLAN SHEETS FOR LINING DESIGN 25 MPH DL'SIGN SPL'L'L; NO PARKING ALLOX'L'D GS- 4 RURAL LOCAL ROAD DL'SIGN NOT TO SCALL' 2% TRAVELWAY 2% GRASS DRAINAGE HOULDER DITCH �i' 6' SEE PLAN SHEETS FOR LINING DESIGN PROP. GROUND PROP.. GROUND ASPHALT TOPCOAT 2% PROP. GROUND 11 41" " COMPACTED I" BINDER / AGGREGATE BASE INTERMEDIATE COURSE COURSE TRAVELWAY GRASS DRAINAGE PROP.. GROUND SHOULDER DITCH 0' 6' 3' SEE PLAN SHEETS 50' WIDE PUBLIC ROAD R/W FOR LINING DESIGN SY YA7'OjV CRL'L'A- COURT - 50' KIDE PUBLIC RO,4D 25 MPH DL'SIGN SPEED NO PARKING ALLOWED GS- 4 RURAL LOCAL ROAD DL'SIGN NOT TO SCALL' 20' Min. 40' Min. 20' Min. 50' Max. Clustef Box Unit (CBU) 5'SWew�k \ Linn Right of Way 5 Mtn. .......-....✓'r�lV�e D/ 4f4e g �.CuNert ...,..� W....-._ .- i 10' Max. 11' Min. � Etlpe of Uavel lade -.-✓ Edge of TurruA Pavement CG-12 Type A Recl"d, Roadways ne For Minimum Roadway Width See Table 2 this Appendices FIGURE B(l)-27 CLUSTER BOX TURNOUT - SHOULDER AND DITCH � VH op OSCOTT R. C LINS U Lic. No. 035791L�, Ln z w O U z O U O U w O Q > Zz O 2:C7 - w m U) O U) Q O LUz p Z O Q Di Ln Di Ln z a LU LULn LU m a J Ce ~� w z I -I O U) z O U) LU N N w N N I- 1`1 Ln Q 1-4 00 o _UJ W CD N N N W < Zw J > w in F__ Zw w 0 O O J z Q 0 Q 0 z 0 I --I I� 0 m LJ.J LU LL U z `0 1 U 0 I- J_ Q LU 0 z Q V) LU 0 z J Q UJ z �U J V H w I, w w JOB NO. 222207 SCALE AS NOTED SHEET NO. 9 Structure Area Cw t, (Acres) (Min.) 6 3.87 0.50 10.0 7 5.57 0.35 9.0 10 4.04 0.40 12.0 12 35.91 0.30 24.2 17 0.39 0.40 6.0 18 0.24 0.50 6.0 Driveway Area CC4 tl� Culvert (Acres) (Min.) CIO 0.09 0.65 6.0 C 11 2.20 0.40 12.0 C 12 0.98 0.40 11.0 C13 0.12 0.30 6.0 C16 0.33 0.55 6.0 C19 0.17 0.60 6.0 C20 2.61 0.40 9.0 C21 2.30 0.40 9.0 C22 1.23 0.40 8.0 C23 1 0.04 1 0.55 1 6.0 NOTE' ALL HOUSES SHALL HAVE SPLASH BLOCKS AT THE OUTLETS OF vLOT13 5.05�ACRES aNew 4046 ���.M • ♦♦♦ - - - - -926 ♦i --_\ ♦ - ---t-- - THEIR DOWNSPOUTS TO PREVENT EROSION, SEDIMENTATION OR �� \ \ \ \ - ♦ - - - FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET ii FOR \ \ \ \ \ ♦♦ ♦ '----920 - - - - -_ - J - 9 ' / / \ A DETAIL OF THE SPLASH BLOCK OR EQUIVALENT. / /- - LOT 9_ \ \ \ - - 2.41 ACRES - - a 2U - / 2.9_8_ ACRESv v \ y _ ♦♦ �I < \ WATERSHED SUMMARY FOR PROPOSED 36 RCP CULVERT 9zo ♦.♦ - --i APPROXIMATE - - _ /�,RPRO ATE .. _ \ _ - - 16- ♦♦♦ V /-9 AT ©N'STREAM- A•. I __ _ - -� • OVERHEAD \ \ LOT 10- -910 v v v : 1 \ V C13 . �� UTILITY v v Project Stockton Creek Plan Sheet No. Designer LW Sheet 2 of 2 Culvert Rev. Date Date 11/15/22 STATION: AHW Controls HYDROLOGICAL DATA: 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Culvert#2 (STR-10 TO STR-8)- DA=4.04 ac., Cw=0.40, Tc=12.0 min.; 2-yearQ=6.30 cfs, 10-year Q=8.56 cfs shoulder = elev. 892.69 = CL elev. 892.89 DISCHARGES USED RISK ASSESSMENT ADT Skew ° Cover n. Q 2 = 6.3 CFS --= Detours Available Length Q id 8.56 CFS Overtopping Stage Q 100 = 12.12 CFS Flood Plain Management Inv. El. 889.4 So= 0.85% Inv. El. 889.00 Q = CFS Criteria and Sig0cantImpact Orig. Gr. Elev. L= 46.62 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End INLET CONT. OUTLET CONTROL CULVERT TYPE &SIZE Q QIB HW. ELEV. VELOCITY Treat COMMENTS HWID HW Ke do (dc+D)i2 ho H LSo HW (f_M7 Smooth Proposed 15" HDPE Culvert(2 yr) 6.3 6.3 1.40 1.8 0.5 0.8 1.03 1.03 0.9 0.4 1.53 1.8 5.48 EVV-1 VDOTSTD. EW-1 Class II Outlet Protection Proposed 15" HDPE Culvert(10 yr) 8.6 8.6 1.80 2.3 0.5 1.0 1 1.13 1.13 1.7 0.4 2.43 2.4 6.19 Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: Base Flood 1 % Exceed. Prob. Elev. i T.M.69-6M = REVISED LOT 7 I E.C.ACKERMAN TRUST D.B.4133�3 D.B.4733-20 & 21 PLAT O ' D. B.4456-444 D.B.3530-234 PLAT Q \ I I Project Stockton Creek Plan Sheet No. Designer LW Sheet 1 of 2 Culvert - - Rev. Date Date 8/15/22 STATION: AHW Controls HYDROLOGICAL DATA: 100 yr. Flood plain elev. Design AHW depth elev. Structures elev. freq. TWelev. Culvert#1 (STR-12 - STR-11)- DA=35.91 ac., CN=59, Tc=24.2 min.; 2-year Q=11.50 = cfs, 10-year Q=44.09 cfs, 100-year Q=115.56 cfs Shoulder = elev. 893.61 = CL elev. 893.83 DISCHARGES USED RISK ASSESSMENT ADT Skew ° Cover Q 2 = 11.5 CFS Detours Available Length Q 10 = 44.09 CFS Overtopping Stage Q 100 = 115.56 CFS Flood Plain Management Inv. El. 873.92 So= 1.88% Inv. EI. 869.31 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 245.75 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q Q/B HW. ELEV. VELOCITY Treat COMMENTS HWID HW Ke do (Idc+D)/2 ho H LSo HW C.M. Smooth Proposed 36" RCP Culvert(2 yr) 11.5 11.5 0.49 1.5 0.5 1.1 2.04 0.71 0.5 4.6 -3.40 1.5 8.85 EW-1 VDOTSTD. EW-1 Class II Outlet Protection Proposed 36" RCP Culvert (10 yr) 44.1 44.1 1.18 3.5 0.5 2.2 2.58 3.64 0.5 4.6 -0.47 3.5 12.82 Proposed 36" RCP Culvert (100 yr) 115.6 115.6 4.28 12.9 0.5 3.0 3.00 16.06 0.5 4.6 11.95 12.9 16.35 Design Flood Exceed. Prob. Elev. Overtop Flood Exceed. Prob. Elev. SUMMARY & RECOMMENDATIONS: Base Flood 1%Exceed. Prob. Elev. Area, 2-year Flow, 10-year Flow, 100-year Flow, CN ac. cfs cfs cfs DA to Culvert Crossing Stockton 59 35.91 11.50 44.09 115.56 Creek Lane - : v v \ • s � A �O �*� LINE 1 9 i ♦ A \ yo \� �Q ACRES � v \ � \ \ V A �\� OUTLET PROTECTION SIZING go - v vvv TYPE LENGTH WIDTH DEPTH RIPRAP CHANNEL OUTFACE OF 36" CULVERT VDOT CLASS II 30' UP TO 874' CONTOUR 42° � A �8sz V�\\ \ v �♦� / �; /-_- / \ /4i♦ 395 A \ \ 91 ♦ ♦ A CRCAL V A \ V A o A \ ♦ 12 / �► SLO ES \ v T. MM . \- \ \ \ \ \ \ ♦ - 9 v v ► / A / ATES JA \VA AV A V°vv vv v\v v v / / _ // / �`♦ - "� ��� ��' KERRI� 1 y \ • / / / I / �� / 2.14 8 A( I \ \ \ \ \ \ \ \\ \ \\LOT 11 • / ®\\ \ \ C 23 1 \ V PSLOPES \ y \ v v ♦ / / \ / 0,_ \ y X. ' r♦ \ A \ \\ A VA ♦ 6 / �/ / �' / / ( \` \ V A � � �I III � 41, �♦ . C10TX �7 ♦ p ' we Ric' v ♦ # , , - w�® �� . m • \ \ 16 ♦ oFS cR '�< i �\ \ LOT 15 _/ /� �o L �� \ \ ` \ .� - s \ \ ♦ sp �tiF� y o\\�\ V ViA\�\ \ \ v ♦ -, - 10o FOOT WPO ® \ \� �S` v A \ .- v �� _ - J v T.M.6�-51 - �- v ♦ -D STREAM BUFFER 0 ♦♦♦ • v v \ y 1O - C16 i 2.40 ACRES ® \ v l �• = ti �: ,� \ .� �' � � \GRAVES HOME LLC LOT 23 ♦. : v - \ o \ \ A \ \ \ \ ��/ . / A•. ��, F` 9,0� v 2�6. 88 ACRES 2.02 ACRES .� 1 1 \ \ ��\v - 5 / \ / VDOT CL Al �� ® l _;1, A C22 V \ V r A \ \ \ \ RIPRAP �- - SWALE (TYP.) \ �NOSCALE G SS LINED LC1T 16 v - ® A SWALE. \\ ♦♦' \ \ \ - � f � '. s \-/ � ® � �', \,, r v v 2.25 ACRES :� 613 11 N SCALE v . a- - . •1' 6 00 i / _ - V LOT . \ , �:� --- / $s oo , ®o _ - ti FRANK D NLE1>' & �,O°Aasa CRITICAL / v � / CARLA ONL,EY1 o==-33� I • / D.B.3 80-82 I/' \ . / �.� .♦ 1 \ \ s, c F \ • _ -- SLOPES / /0 o , I I �/ .� / c��� �� • -� '8 \ 85 & 6 PLAT /�' / \ - - - - `i O� I ILOT 22-_____- tisA co / �3.1 �� / Is -- --�, \ \ \ V A\\ VA 1 V I v vR I ■\/ vv / � vN. 940 -- / / / I / - . 1 \ \ \ V A • V A \m V A \ V A SWALE \ - A / / / 1 1 � 9zo-__-929_� I A \ \ \ rAV\ VA\ \ `� I� `���. i� / A� \v \ �' / 0 OLD \ \ ---- - _ -y- y _ - y�//��y /_-_�� �� ..♦ \I \\`�\V A- ��� V v♦, OUTILITYD/ V -93 - / I I \ \ a / --- __ � ♦x l I \ \ \ VA\ \ A 1 I � � _ �� � LOT 17� ', LINES ', � � ® E - - - -----930 // / / /�-� - A �' ♦ A V A r� V A Vr� \\ \1 I V A A ♦�� - \ _ \ \ s i / _ A % 2.07ACRE�------ v / 1 - - - . 6.19 ACRES I 1 �U-B]ECL---- Imo_-_ ---- �� /-- �� ♦ ♦ `�•� CZ - / PROPE-TY- RTY,- - _ _ _ _ / // �z ♦ \ \ \` \ I C \ 1 �. -� - -_ -- --� / / / / i� \ 91p .__.1 920---- \ 20 - - - - - // AL �TYP�} \� i \ \ \ \ �I A VV\\�1 \11\ V• \ �� _ V • \ \ V// / �I �� \ / \\ { / i '9- 3\1Q ACRES` \ \LOT 20 \ \ \\ ` \ \ \\`� \ \ \ \r \ \`' '��♦ 3,47ACRES 'Soo / m / _ - - , 36 RCP CULVERT I \ I l l VDH ( OI I I v / - - - / / / / / / �� - SEE DESIGN THIS SHEET CRITICAL, MONUMENT 1 I I / v - - / / SLOPES ---- / / �, FOUND - \v � I � , /,��69-19 � /, / �°° l I v REVISED LOT / 3 STO 4K56 ACRES LEG_ - / //� - / , 1 v V A \ \ co\ \m\ 1� \ \ �n � � ' � � �--� j \ ENT I � / / - / / 000 \ \ / P LE s \ F U N D v I / D. 5504, PG.614 / - y / / \ _ / A \ \ \ \ - ---- /� /� �\�� y� RIPRAPAl 2.49 ACRES / \ 1 LOT�EB _ \ \ 2.05 ACRES \ \ v SWALE TYP. o / / / / \ - - VDH /� ���' /� - y���y �����//,� Imo\ ( 3.43ACRES v A\\ `\ ������� I I 1 I A v MONUMENT -_ I FOUND LE is 8 CRITICAL SLOPES ------� \\ - I / \ / \ 1 - o -cp -- --- - .a�° / / --- \ _ / OUT VDH j - FREEI�(IAN, �1�H�J\R H bR\ \ -- - \ -- �o� - - - MONUMENT JOA \ \ \ \ - --- - - - - -- \ FOUND 47. - \ _ - - -VDH- VDH- \ - \ - \ T.-M.69-19A7- - \ - MONUMENT MONUMENT � ' - - _\ _- - _ - \ ATE -= -- � _ _ _-- FOUND -\\ \--_AU-ST,JOSEPHSCOTT�-_ -\\ \ =FOUL\ RQ(�]'E Jr� - --\\ _ \ \\_erzTir L - -- \ _--- \ -- CASEY R_ T _ _ _ _� �R�TZERS _ _ � _ VDH GRAPHIC SCALE 21AC&ES ---- -----\ - JVA�ABL�WIDTHRR --- - _ - \\\ _�, -_ FOUNDMONUM -- - - - 0 0 - -- - - VDH -- - - - N N= -- - - -- THE � - - _ ----- - - - _ - _ - - MO UM - \ - \-----\� \�� �\ �� \ FOUND��� -� EN \ \\ \--- IN FEET VDH' H� - --- _ _ _ _ �\ �� T �` �/ v MONUMENT-y 1 inch = SO ft.r:ni min 701V 1 i ®P � ISC0TT R. C L I N S C-) Lic. No. 035791 � 12/29/22 oA�SSIONAL Uz Z� V) F_ z w O U F_ z Ov O 0 i z U) i w 0 o ¢ I z �g O LU V) z O U) LU N N N N N N N N w 00 T-4 N N O .1 .1 rl Cn CM CM N co L NT z LU LU U) CD O O z Q a- 0 Q 0 I z 0 Ir-^I M� W r� V J LU w U z 0 U 0 I- LU r' w a � JOB NO. 222207 SCALE 1 "=80' SHEET NO. 10 STORM SEWER io-YEAR CAPACITY CALCULATIONS 7� Design Storm Year = 10 DRIVEWAY CULVERT io-YEAR CAPACITY CALCULATIONS Design Storm Year = 10 SCOTT R. C LINS'� U Lic. No. 035791,E "duo 12/29/22 IONAL H z w Ln O z w U w } O z O U z 0 O O >>7 =O LU O z C7 Z z Q > Ln O � (D cn cn w Z � w Q � 0 F�1 w o V) a �/1 0 o a g g H O cn cn a z a > 5 � g a o W � D 0 a J Q � w 0 O O O O HYDRAULIC GRADE LINE (LD 347) CALCULATIONS Ln o w > Design Year: 10 Project: Stockton Creck Subdivision Job #: 222207 Prepared by; LMW, PE U) � LU w N N N N w N N N N r L ro 0 Q ^i ,�i ,MI N 00 -1 (1 N O +--I + I + I ti CIO Cn N z N Q d') M N 0 LL Q Q > p W � > z z w O i--i O J J ZD 2 Q w I U Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW r(rDn Stockton Creek Lane MaxS�.O% EC-2,MaxV�Dfps VDOTO.Alar-0.072 W V MaxV=3.Ofps EC-3TypeA,MaxV=7.Ofps VDOTC1,1,n=0D86 ~ w z VDOT CI. II, n=0D95 U� /I I-q V) LL Q U p z w z O U J W O I� J Q U' V CD O N Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW 0 Stockton Creek Court MaxS=5.07o EC-2,MaxV�Dfps VDOTCLAI,n�E72 MaxV=3Dfps EC-3Type A,Max V=7.0fps VDOTCL1,n�E86 VDOTCL II, n�E95 w F- r w O w a M JOB NO. 222207 SCALE 1 "=80' SHEET NO. 11 POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIL9 N STRUCTURE AREA COEFF. TIME FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME REMARKS TVCR ACCUA4 ACRES C MIN MIN C.F.S. UPPER L01��ER FEET PT./FT. INCHES C.F.S. P.P.S. SEC 18 0.24 0.50 0.12 0.12 6.00 6.35 0.8 17 931.40 931.10 38.15 0.0079 15 5.7 3.2 11.9 17 (i.39 0.40 0.16 0.28 6.20 6.29 1.7 I6 931.00 929.50 260.15 0.0058 15 4.9 3.6 71.3 7 5.57 0.35 1.95 1.95 9.00 �.58 109 6 876.50 876.00 39.00 0.0128 24 25.6 7.8 5.0 6 3.87 0.50 1.94 3.88 10.00 5.37 20.9 3A 872.86 871.12 60,66 0.0287 24 38.3 12.4 4.9 3A 0.00 0.90 0.00 3.88 10.08 5.35 20.9 3 866.76 864.58 172.80 0.0126 24 25.4 9.0 19.2 3 0.00 0.90 0.00 3.88 10.40 5.29 20.9 2 864.48 862.00 167.98 0.0148 24 27.5 9.6 17.5 12 35.91 0.30 10.77 10.77 24.20 3.60 38.8 11 873.92 869.31 245.75 0.0188 36 91.5 12.3 199 10 4.04 0.40 1.62 1.62 12.00 5.00 8.1 8 889.37 888.68 41.78 0.0165 15 8.3 7.7 5.4 INLET STATION OUTLET WATER SURFACE ELEV Lo ! D� Q. I ZW Sri H+� JUNCTIONL,OSS V. Ho Qirr V+x Q;�`V; V; /2g Hi ANGLE H,� Hi 1.3Ht .SHt FINAL H INLET WATER SURFACE ELEV RIM ELEV 889.68 41.78 15 8.08 0.016 0.65 7.7 0.2 10 0.00 29 0 0.23 N/A 0.12 0.77 890.45 893.37 871.71 245.75 36 38.80 0.003 0.83 12.3 0.6 12 0.00 0 0 0.59 0.77 N/A 1.60 873.31 893.62 866.38 16798 24 20.86 0.009 1.43 9.6 0.4 3 20.9 9.0 187.6 1.3 0.44 13 0 0.80 N/A Q40 1.83 868.21 870.09 868.21 172.80 24 20.86 OA09 1.47 9.0 0.3 3A 20.9 12.4 258.6 2.4 0.84 16 023863 1.39 N/A 0.69 2.16 870.37 877.53 872.72 60.66 24 20.86 0.009 0.52 12.4 0.6 6 10.9 7.8 84.64 0.9 0.33 28 0.20685 I.13 1.47 0.74 1.25 873.97 88L50 877.60 39.00 24 10.88 0.002 0.09 7.8 0.2 7 0.00 0 0 0.24 0.31 0.15 0.24 877.84 8R2.00 930.50 260.15 15 1.74 0.001 0.19 3.6 0.1 17 0.8 3.2 2.434 0.2 0.06 90 0.I1094 0.22 0.28 0.14 0.33 930.83 935.00 932.10 38.15 15 0.76 0.000 0.01 3.2 0.0 18 0.00 0 0 0.04 0,05 0.03 0.03 932.13 935.00 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME REMARKS TVCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. GRATE INLET COMPUTATIONS STRUCTURE DRAINAGE D ( FLOW TYPE NOTES INLET TYPE AREA (FT) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS') Sta From Sta To T� (miu) C Value Area (ac.) CA ccu I= (in/hr) Q= (cfs) Slope (ft/ft) Faith (n=0.03) Jute(Sod) (n�.05) Riprap ho (in/hr) Quo (cfs) Depth�o (ft) Min.Design Widtlr (ft) Vel. Depth VeL Depth VeL Depth (Depth) (Type) Note: Ditch terminates at STR 18 12+09 ]0+00 6.0 0.50 0.24 0.12 5.4 O.GS 0.0450 1..58fps 0.29 ft 6.50 0.78 0.31 ft 12" Earth 6.00 ft Note: Ditch terminates at STR 17 12+09 10+00 6.0 0.40 0.39 0.16 5.4 0.34 0.0450 2.91 fps 0.31 ft 6.50 1.01 0.34 ft 12" Earth 6.00 ft Note: Ditch contunzes to Stockton Creek Court 12+09 18+79 12.0 1.97 0.45 0.89 4.3 3.81 0.0750 2.2 fps 0.69 ft 5.30 4.70 0.75 ft VDOT CL A 1 Riprap 6.00 ft Note: Ditch terminates at STR 10 12+09 19+83 8.0 0.60 0.48 0.29 4.9 1.41 0.0750 2.Ofps 0.48 ft 6.00 1.73 0.53 ft VDOT CL Al Ri ra 6.00 ft 24+OS 19+83 12.0 0.30 3.44 1.32 4.3 5.68 0.0574 2.6fps 0.85 ft 5.30 7.00 0.91 ft VDOT CL Al Riprap 6.00 ft Nate: Ditch contumes to Stockton Creek Court 24+OS 19+83 8.0 0.55 0.53 0.29 4.9 1.43 0.0574 1.8 fps 0.51 ft 6.00 1.75 0.55 ft VDOT Cl. Al Riprap 6.00 ft Sta From Sta To T= (min) C Value Area (ac.) CA �ccu Iz (in/hr) Qz (cfs) Slope (ft/ft) Earth (n-0.03) Jute(Sod) (n�_OS) Ri rap ho (in/0 Quo (cfs) Depth�o (ft) Min.Desi n Width (ft) Vel. Depth VeL Depth VeL Depth (Depth) (Type) Note: Ditch ter�niYiates at STR 7 10+00 12+30 9.0 0.35 5.57 1.95 4.7 9.16 0.0700 2.8 fps 1.04 ft 5.80 11.31 1.12 ft VDOT CL I Riprap 8.00 ft Note: Ditch terminates at 5TR 6 10+00 12+30 10.0 0.50 3.87 1.94 4.6 8.90 0.0700 2.8fps 1.03 ft 5.60 10.84 I.11 ii e z w cn z J 0 0 c 0 U 0 a 0 0 0 0 U L O U 0 c 0 U 0 U O N E 0 c L 0 0 0 0 a a T c 0 0 0 L 0 Q 0 0 U O a N 0 0 E 0 0 z w w z z w z 0 0 L 10+0 ROAD CO 50 9( LOW PT STA: 10+14.39 LOW PT ELEV: 935.19 LOW PT STA:10+57.18 PVI STA:io+ii.89 LOW PT ELEV: 935.6o PVI ELEV:935.15 PVI STA:10+97.18 955 K.2.50 PVI ELEV:936.00 LVC:1o.00 K:40.00 m cam, o LVC:80.00 00 00 N kQ M 0 W� W r + + O LnLn rn mrn LL +1 OMl 950 v g w o v v HIGH PT STA: 12+04.96 M u, m v w HIGH PT ELEV: 938.40 w PVI STA:12+49.12 o PVI ELEV:940.56 w O + K:18.61 Q LVC:200.00 945 J Ow z J rl 110 Ln 0 't + m OY O W r-I M - W Lu / 940 O Z O o P: \U U Lu0 \W Ln Lu z Z I \ 935 z Q 1.00% 3.00% 5 = START OF PROPOSED VDOT �STRUCTION -3.00% STD. CD-2 930 PROPOSED STORM - SEWER CROSSING 925 920 915 910 905 WE 875 N ri ri 00 It + Ol rMI W Cii U U > w wi STOCKTON CREEK LANE CUT/FILL VOLUME CUT: 23,696 CY FILL: 8,520 CY NET: 15,176 CY <CUT> l0 Ll 0 \ EXISTING GRADE w \ � m PROPOSED GRADE PROPOSED VDOT STD. CD-i FILL TO BE PLACED AT 95% COMPACTION (TYP.) LOW PT STA:19+75.27 LOW PT ELEV: 892.88 PVI STA:19+53•88 PVI ELEV:885.97 K:28.58 LVC:40o.00 PROPOSED VDOT STD. CD-2 00 00 M Ln H W z J p Y O w + W O ri v� z o- Oo V Ow H W u')M LL V OZ o_° U UO W� Cn Cn H0 �Q PROPOSED VDOT / STD. CD-1 PROPOSED STORM / SEWER CROSSING It 955 950 945 940 935 930 925 z O HIGH PT STA: 23+54.51 u 920 HIGH PT ELEV: go8.54 PVI STA:23+02.55 ul) PVI ELEV:907.76 z Ou K:21.88 LVC:103.91 Q 07 ri � 915 +� +� L o M N N W � N W u � z uJ Cn m > LuO II > m - \ W � 50% + It N 910 / 905 6 mm 875 PROPOSED STORM 870 SEWER CROSSING 870 M lD M Ol Ln r� L!1 I� O M L!1 CO ri M tp kD M 00 O l0 r-I M L!1 r� 't N Cl L!'i Ln W N 1. Lf1 . M L!1 00 r. Ql ^ O 00 M O ri r� N O M Ol Ln n ^ N 0. lfl O 00 O O N m M 00 r. <D O N O M ri CO O ri �t N L!1 rl N N M O l0 P�'1 M Ol l0 N 00 �t O �t �t N N N Ol LA r� Lf1 00 O O Ol al L(1 L,0 I� 00 I� L!1 N 00 L!'1 ri ^ M Ol Lf1 ri 00 lf1 M M N M L!1 00 ri �t ^ 00 Ol M 0) �t 't It �t M fn M N N N H ri ri O pl 00 n 00 00 01 O O O ri H O O M M M M M M M N N N cr 0 0 O O Ol Ol Ol Ol Ol Ol Ol O O O O O Ol Ol � Ol � Ol � 61 � dl � dl � dl � Ol � Ol � Ol � dl � dl � Ol � Ol � Ol � CO � CO CO 00 � Op � 00 � 00 � Ol � Ol � 01 � �i � Ol � Ol � Ol � 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 AGGREGATE SIZE NO.25 OR 26, AGGREGATE BASE MATERIAL INCHES IN THICKNESS BEFORE COMPACTION OVER SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 BRIDGE SPECIFICATIONS, SECTION 302.03G. STO C KTO N CREEK LANE HORIZONTAL VERTICAL GRAPHIC SCALE GRAPHIC SCALE 50 0 25 50 100 200 5 0 2.5 5 10 ( IN FEET ) ( IN FEET ) 1 inch = 50 ft. 1 inch = 5 ft. �TH 0�p �KOTT R. C LINS7� Lie. No. 035791 "Ll r / L c Z z O L O c H V Lu(/ U) - Z O C U) WLu Ce 12/13/22 a � z w 0 j U o O C7 � z U) w �Q � z � J i a a 0 W 0 ) z 0 U) w oc N N N Lu N N N Q 0000 -4 N o ,1 -1 Lu rn zMmM t'J \"J CV M � z Q w Cn N W > p W � zJ J - > z w O L9 ~ � w > J H� ILL z 0 '� O _ c wU Z:) V)o � Q ~ Lu cl� 7) ul U)L Lu L�/ U zw z O U � U j w O V) J O 0 - Lu w w U) JOB NO. 20 222207 SCALE 1 "= 50' SHEET NO. 12 105 g0 HIGH PT STA: io+io.35 HIGH PT ELEV: 892.75 PVI STA:10+40.35 PVI ELEV:892.15 K:12.96 LVC:6o.00 Ln Ln LntD M I� M 1! O N 0 O H Ol I, m 0 0 910 °w og1ow >m >w m W z O 905 0 6 905 �z LOW PT STA: 12+44-31 U u LOW PT ELEV: 884.39 Po O 00 PVI STA:11+70.52 + O rn PVI ELEV:883.52 O H + K:26.21 goo z w LVC:200.00 goo O in w P: Z) W z N Ln N N z WOVHJ Lu LnH u1LO O m � 00 w W W +O 00 N 00 V �wzw �Li-i rlLi.i w 895 z Q u > U > 895 >m w z m w O v 0 Q O 8go PROPOSED GRADE O 8go 0 -6.63% w u m 885 1.00% 885 EXISTING GRADE 88o PROPOSED VDOT 880 STD. CD-2 / PROPOSED STORM / 875 SEWER CROSSING_ �I 875 STOCKTON CREEK COURT CUT/FILL VOLUME CUT: 71 CY FILL TO BE PLACED AT FILL: 14,174 Cy 9S%COMPACTION (TYP.) 870 NET: 14,103 CY <FILL> 870 865 865 N N rl rl00 00 00 OC) rl rl '4 rl a) 00 00 ':G r� ^ M 00 00 00 00 Go 00 00 00 00 0 00 0 00 ^ 00 0 CO00 0000 00 00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 STOCKTON CREEK COURT NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. goo goo 895 895 FILL TO BE PLACED AT 95% COMPACTION (TYP.) 8go 8go 885 885 88o PROPOSED GRADE 88o STR-12 VDOT STD. EW-1 INV OUT=873.92 875 _ 875 STR-11 VDOT STD. EW-i INV OUT=869.31 7 8 0 36" CL.III RCP 870 245.75 1.88% EXISTING GRADE 865 865 NOTE: CONTRACTOR TO USE A CONCRETE CRADLE FOR THE PROPOSED RCP CULVERT 86o 86o INV OUT ROADWAY CULVERT - STR 1z TO STR 11 955 0 PROPOSED GRADE- 945 0 W v_ v1 / / 940 W rl i 0 't of > M 935 a > Liz =929.50 930 Imms 1 93-5 O SC0TT R. C LINS'7 U Lic. No. 035791 12/13/22 SIDNAL goo goo C _PROPOSED } GRADE NOTE: PIPE BEDDING, BACKFILL AND INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT ou 895 895 STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL. J C IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. Z z o < 2 c STR-8 2.15' STR-10 a Co VDOT STD. EW-1 2' MIN. VDOT STD. EW-1 a ENDWALL f ENDWALL H w � c c 8go 8go (n z o < INV.=889.o INV.=889.4 (n U) e FILL TO BE PLACED AT 15 HDPE W w Lu coc 95% COMPACTION (TYP.)~ 46.62 LF @a o.85% Ln < — 885 885 Q C z ~ F C F EXISTING GF AIDE C 88o 88o 875 875 870 870 M O 0 0 00 rn 00 00 0+00 0+50 ROADWAY CULVERT STR. to TO STR. 8 95. EXISTING GRADE 950 � L 0 � co o o O 945 000 -- Vl 0 0 r4 O— -1 (In O M 0 0rl rn 0 0 0 0)> _> o1i� `^ coM 71!°'zo 0� Imo ��> 940 Ln Ln �- z GL . Ol Gl 0) N N lD - O. 0) � 935 930 15" HDPE 38.15 LF Qa 0.79% 925 0+00 0+50 1+00 1+50 2+00 2+50 3+00 FSTORM SEWER STR 18 TO STR 13 920 93-5 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. N N N w N N N r 11 M < 00 -4 N o , i .� Lu d� C) CM N 4 M � z C:)Q w N N Q Q Q > p zLu V) J J LJJ — > z J LL w O '—' O L9 U) O H� > wwV C) Q = m z w W z w a (n ulD oC o F U Q z 0 zw � O U � U w O J� Cn Q 200 Q O 0 Lu w a w � JOB NO. 222207 20 SCALE 1 "= 50' SHEET NO. 13 \, VH 0 SCOTT R. C LINS'Z U Lic. No. 035791,� 905 905 100 12/29/22 ��S`SIONAL goo goo z w V) 895 895 o w Lu r 2: 0 o � m H � U O ^O D OU O z p O~ O o6 0 D 8go � �� 8go w 0 ~O O�oo z Q > V z = o H00? �, z w z LU w EXISTING GRADE 2 M 00 — O ~ O m� "DO of a» 0 00. U a w Q 0 O� C zZ > '4 N w o U, a 885 �^ coo 885 o z o g rv"p � n> z O Q z 0 r,,, � 0 L H z 1 ml O u) z Q g > "' oo � M Q FILL TO BE PLACED AT Q, z p0 � o > COce 0 95% COMPACTION (TYP.) m � > > W U) ¢ = w 88o V' ~ z z 88o ¢ ~ F- w O z cn z N % O z i ii m0 Ln (n p 0� z >Ln ~ a( w 875 °Ln� I 875 > Lu 0 0 � 24" HDPE Mz O 39.00 LF @a 1.28% PROPOSED GRADE 00 — O ' L�zz 870 2 810/0 870 / 66 �F C / 60. w N N N N M O� rj C) O + I 865 _ — 865 " HDPE VDOT STD. ES-1 �72 8o LF 1,26% HGL INV OUT=862.00 24" HDPE g% L9 167.g8 LF � i•4 860 86o z 00 rn 855 855 �! M M 0 rl 0 M n O O 0 Ol V. n 0 z N l0 � Ln ^ t1O � O 0 ^ rvl � rl °° 00 °° 00 CO ° °° 00 °° 00 co 000rl 000 co 00 °° 0000 0 J rn N 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+So N Q Q Q STORM SEWER STR TO STR 2 > O w � z J J > z U) O cn w L9 ° > 0 0 _ w w " U) w � z w < ulU) j:j� LLI w z NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH z OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN O ACCORDANCE WITH STANDARD SL-1 AS FOUND IN ~ THE 2oo8 ROAD AND BRIDGE STANDARDS. U NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH w J O OF 4' OR GREATER SHALL HAVE STEPS IN ly— ACCORDANCE WITH STANDARD ST-i AS FOUND IN HORIZONTAL THE 2oo8 ROAD AND BRIDGE STANDARDS. GRAPHIC SCALE < 50 0 25 50 100 200 Q NOTES: I m m m I I I 0 O 1. ALL FILL TO BE PLACED AT 95% COMPACTION. N 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM ( IN FEET ) SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & 1 inch = 50 ft. SANITARY SEWER MUST BE PROVIDED. U VERTICAL "n ~ NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE w SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE GRAPHIC SCALE a U) FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR 5 0 2.5 5 10 20 JOB NO. CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND BRIDGE 222207 SPECIFICATIONS, SECTION 302.03G. SCALE ( IN FEET) lit= 50 1 inch = 5 ft. SHEET NO. 14 50 95 945 940 935 930 ��5� FNC-/� / S\GNl i 925 _----_ -------- 920 i HT. OF OBJ=3.5' 91-5 910 905 Wo SIGHT DISTANCE=61o'— O . 0 c. N I. r^j r. 00 O n O H O r1lN f�/1 N M Ol M M M Ol M M M Ol M M M 01 't � M Ol m M a1 M N N 945 1 _ HT. OF OBJ=3.5' 940 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 18+oo 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 G ODLOE LANE SIGHT DISTANCE 935 1 930 01� dam A.. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. (0� T� � t; SCOTT R. C LINS'� U Lic. No. 035791,E �� 11/15/22 o��SSI IVAL z w O U I } z D z O U O o;6 U LU J I Q Z0Q> o 2: (D w z Co ® Q cn H U O w w o � p z o z O Q Imml O cn v) U) � z � � J W COd WU) Q -1 � Q � H W z = O z O w N N Lu N N n Ln Q i C) 00 O ti co cyi rm L�VF V CY) z o J d') CL CN CN Q o Q > O LU oc J � > z w U) 0 J '—' W i--i LL 0 � � _ O > cL Cie i--i W Q M U co z U ::D < LLI= un W W ~ - D W = c) aC �? U LU z w O � j U W O JU) Q Ca 200 CD 0 w r, H- w o w JOB NO. 20 222207 SCALE 1 "= 50' SHEET NO. -- 15 25 92 920 920 915 915 HT. OF OBJ=3.5' 910 910 \ \ HT. OF \ \ OBJ=3.5' 905 \ 905 \ NcF A �� o goo �s��� y goo \ SIGN% / \ 895 � 895 \ HT. OF EYE=3.5' \ \ PROPOSED GRADE (TYP.) 8go 890 \ \ EXISTING GRADE (TYP.) 885 \ 885 � 88o \ 88o 875 875 870 870 865 865 c� ^ l0 I*l O O n ci L!1 N Q N 00 O O `i l0 01 O L!1 O O l0 O O O O O 00 O O N M M O ' rl Ol ^ O 01 Ln O 01 4 O m L!1 00 Ql 00 00 a)00 ao I� 00 W O 00 00 a0 rj L!1 Ol 00 ao N N a) 00 ao N 00 � a) 00 co M � O 00 01 6 l0 � O 00 Ol al 0) Ol O dl ri O M 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 STOCKTON CREEK LANE SIGHT DISTANCE HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 I ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) 1 inch = 5 ft. o SC0TT R. C LINS'� �.-) Lic. No. 035791,�L, 11/15/22 oI�NAL z w O U r Z O z U O � U (� w F- O J Q a zZ o 2: (D w m z cl�Q V) �..�U O w o 0 z o r/ z O Q jmmq O U') cn ) cn z coa W w a J Q H 6� w z = 0 z O A W N N w " N Q ^i ,�i 00 -4 O +� rn ti Cyi N 4 C`7 � z Q ® J CY) CL N N O W J � z w U) o U) o O > J 1--i LU Q 0 U = co z U F— W �LU ~ F— LU Ul cn oC = U �1-4 LULU z � O U � U j W O J Q U) CD C) 0 N H- w o w W cl� _ JOB NO. 222207 SCALE 1 "= 50' SHEET NO. 16 Cons nation Plan Notes: NOTES: ALL TREES 0 BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR 1. SLOPES GREATER THAN 3:i SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH 1992 3.38 RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE T.M.69-6L \ T.M.69-6C ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-181) AT CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING LOT 6 GIBBON, IELDS EVERETT E JR \ A RATE OF 6o LBS. PER ACRE, OR 3. LB. PER i,000 SF. GRASS MIX IN THESE AREAS SHALL DEPARTMENT. STUART TAYLOR SMACK PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. \ F 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE of CONSTRUCTION D.B.5246-521 - - - _ - 1.07 ACRES _ _ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPUNE of TREES - _ _ - - - _ _ - - -- MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS TO BE PRESERVED AND PROTECTED. D.B.3415-704,707 PLAT _ _ will AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER / / ' - - - - _ - - - - - - _ HEALTH OF THE PLANT. MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL / ---------- -- - - NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. _ _ _ - ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN T / - - _ _ = - �� _ _3 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPUNE OF TREES T - - �° ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY To BE PRESERVED AND PROTECTED. / / ® �, '� ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION THE VIRGINIA SOCIETY OF 5. Toxlc MATERIALS SHALL NOT BE STORED WITHIN 100 FEET of THE OUTSIDE DRIPUNE /`�-� - \ \ LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF OF TREES To BE PRESERVED AND PROTECTED. LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS / / - ---- \ VIRGINIA DEPARTMENT OF TRANSPORTATION. BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / \ ioo YR FEMA O O �� ALL TREES SHALL BE PLANTED A MINIMUM OF 'AWAY FROM ANY SIDEWALK CURB OR ENGINEERING DEPARTMENT. FLOODPLAIN °� �� 4 ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED CRITICAL 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, SLOPES ON AVERAGE o' O.C. AND ' 3.o' FROM PROPOSED UTILITIES. TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / / PROPOSED VDOT O 5 5 - PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING / RIGHT-OF-WAY DEDICATION SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES To BE PRESERVED AND PROTECTED. / ®� S. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE \ / \ ° �• PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH / T.M.69-19G THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR \ / REVISED LOT 6 \ ® y �� \� •� \ \ \ SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREED �� \ / - STOCKTON CREEK LLC SPECIALIST. \ \ / 2.63 ACRES 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / D.B.5504, PG.614 CI PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON / I BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND �LOT Q O MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. // / 4. L A RES 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMO ED URING THE FINAL CLEAN- O NOTE: ALL STREETS WITHIN THE DEVELOPMENT SHALL BE MARKED WITH NO PARKING SIGNS ON BOTH SIDES OF THE ROADWAY. T.M.69-6M REVISED LOT 7 E.C.ACKERMAN TRUST D.B.4733-23 D.B.4733-20 & 21 PLAT D. B.4456-444 D.B.3530-234 PLAT / / / / / / / T.M.69-6G / LOT 1 FRANK DONLEY & CARLA DONLEY D.B.3380-82, 85 & 86 PLAT / r O .rA 1� 2 \r �Source: Va. DSWC Plate 3.38-2 LOT 12 ss/oF \ �° � / 441 Q LOT 9 2.40 ACRES FT gc C> �_ " I I'',, �j / �� \ se O / / 2.70 ACRES y ° rT \ / EL EXTREELINETO REMAIN (TYP.) / LOT 10 z +o ACRES \ ry O O0 01. Al � L 14 IV, / CRITICAL T6 ' SLOPES `� \ck o / 3. ACRES ,� � . I ,� r PROPOSED \?� �' , ioo' WPO STREAM T.M.69-51H TREELINE \ \ \ O BUFFER GATES, / O � (TYP.) \ � DAMES P OR O / WOOD I \ \ KERRY D I / ® 2.148 ACRES RITICAL LOT 11 \ \ sLOPEIs 2.74 AC , / zc' x� / - rvN \ \ 2 / , Q 120"p K ���!!! c O �/ 0z A v O®� yo� ✓� 1,+00 �3�00 o � so rV � O Y. 2.39 ACRES ��e� ® � � tiN O y0 OT 23 V `�� N \ ��% = GRAVES HOME LLC C� 1.9 ACRES \ \� \ O 4o O �Ss/ moo`' ® 26.988 ACRES o °x � NSF �c `�/ <V / O O tol CPlan County of Albemarle t7 O \ \ Conservation an Checklist - To be placed on Landscape Plans � V �� 280' 1CiHT DISTANCE \ A�� (Handbook, pp 1II-284-111-297for complete specifications) 1 LOT16 1. The following items shall be shown on the plan: +00 OS Q/j� /� O j .� Trees to be saved; 2.25 ACRES � ® Limits of clearing (outside dripline of trees to be saved); Locaton and type of protective fencing, x Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the lirrits of clearing. CRITICAL _ 2. Markings: \ % SLOPES All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. L22 ILI No grading shall begin until the tree marking has been inspected and approved by a County Inspector. O / O x / 3. Pre -Construction Conference- 2 9 ACRES / I 00 \ U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: -- � Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees \ \\ VO to be saved. r _I 5. Soil Erosion and Stormwater Detention Devices: Fires: 0 Such devices shall not adversely affect trees to be saved. LOT 3A / ��� / / O O LOT 17 6. 2.07 ACRES `°���� I I J 6.19 ACRES Z1 Fires are not permitted within 10) feet of the dripline of trees to be saved. _14 69 7. Toxic Materials: OI / ® Toxic materials shall not be stored within 100 feet of the dripline of trees ;o be saved. . / LOT 21 / I • , - 8. Protective Fencing: a ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. 1 3.10 ACRES I t ( if7 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. LOT 20 \ \ \ � 9. Tree wells: .46 ACRES O ® When the ground level must be raised within the dripline of a tree to be saved, atree well shall be provided and a construction detail ' \ \ submitted for approval. CRITICAL 10. Tree Walls: / SLOPES \ \ ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail � submitted for approval. T. M . 69-19 D �F� \ \ \\ 11. Trenching and Tunnellne: REVISED LOT 3 \ / Z1 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as poesible. Tunneling STOC KTO N CREEK LLC O \ under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 4.56 ACRES EX TREELINE TO O 12. cleanup` D. B.5504, PG.614 I REMAIN (TYP.) OT 8 K) Protective fencing shall be the last items removed during the final cleanup. LOT 313 2.0 ACRES 13. Damaged Trees: 2.49 ACRES I EXISTING / ® Damaged trees shall e treated immediately by pruning, fertilization or other methods recommended by a tree specialist. STREAM TO - / NOTE: IT IS THE HE V OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION - - - - REMAIN REQUIREMENTS. \ / / 8/17/2022 LANDSCAPING CALCULATIONS SITE TREE CANOPY REQUIREMENT: 20 OR LESS DWELLING UNITS PER ACRE, MIN. CANOPY 20% OF THE SITE AREA, MINUS FLOODPLAIN/EXISTING CRITICAL SLOPE AREA TOTAL SITE AREA 45.72 ACRES (1,991,550 SF) FLOODPLAIN AREA 208,705SF CRITICAL SLOPE AREA (OUTSIDE 151,150SF FLOODPLAIN ZONE) 37.46AC (TOTALSITE AREA - FLOODPLAIN TOTAL DEVELOPMENT AREA ZONE & CRITICAL SLOPE AREA) TREE CANOPY REQUIRED 7.49ACRES EXISTING TREE PRESERVATION AREA 468,165SF (10.75ACRES) TREE CANOPY PROPOSED 0 SF TOTALTREECANOPYON PROJECTSITE= 468,165 SF (10.75 ACRES) LOT 19 4 ACRES PROPOSED O DETENTION_- ------ FACILITY OWNER SIGNATURE (DATE) i / CRITICAL CONTRACT PURCHASER SIGNATURE (DATE) SLOPES � 5/1/06 Page 1 of 1 T.M.69-50 FREEMAN, ARTHUR H OR JOANN F 47.729 ACRES NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES MUST BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. GRAPHIC SCALE 80 0 40 80 160 320 ( IN FEET ) 1 inch = 80 ft. 3 HH 0 T � �O ) C TT R. C LIN SS U Lic. No. 035791 � 11" 122 w� ONAL � rn z w O U } z D z O D U O o_6 U w O Q Zz O 2: C7 w z O� � Q � O LU cn w p Z p z O a z J W LU Co d � p a J 1.�. F- LU z = � H O H In z O LU N N LU N N a p 000 C) .� un 0 W0') N W W J_ U) in Zw w w J� z Q I..L 0 1 z 0 M� W V J LU LLD 0. U z 0 U 0 Q CL V z Q U) 0 z Q I- w O w a � JOB NO. 222207 SCALE 1 rr=80' SHEET NO. 17 LIH-12 Apal 011 April _n 15 Page 6H ;3 Page 6H-14 April 2015 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) NOTES Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), RIGHT SHOULDER CLOSED (W21-5aR)'), even though only one shoulder is being closed. For operations less than 3 days in duration, sign assemblies will only be required on the side where the shoulder is being closed and a RIGHT SHOULDER CLOSED (W21-5aR)' sign shall be added to that side. Guidance 2. Sign spacing should be 130W-1500' for Limited Access highways. For all other roadways, the sign spacing should be 50W-800' where the posted speed limit is greater than 45 mph, and 35W-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK W21 5 sign on an intersecting roadway may be omitted where drivers emer in from that roadway will encounter another advance warnin sin prior to this activity area. g g V � � p tV 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be eliminated if a vehicle with activated high -intensity amber rotating, flashing, or' oscillating lights is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high -intensity amber rotating, flashing, or' oscillating lights. Vehicle hazard warning signals can be used to supplement high -intensity amber rotating, flashing, or' oscillating, lights. 6. Taper length (L) and channelizing device spacing shall be at the following: Taper Length (L) Speed Limit Lane Width (Feet) (mph) 9 1 10 1 11 1 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585 650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access hi h, s shall be 1000 feet. Shoulder Taper='/ L Minimum Channelizing Device Spacing Location Speed Limit (mph) 0-35 1 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80, Construction Access* 80' 120' * Spacing may be increased to this distance, but shall not exceed one acces�mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 6H-3 on Page 6H-5 for the posted speed limit. 8. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1- 4/1/2015 NORK 'SIGN t20-1) April 2015 Stationary Operation on a Shoulder (Figure TTC-4.1) Page 6H-15 f END G20-2 (v) ROAD wDRK 500' SO'- 120' i SHADOW VEHICLE. �., REQUIRED TMA REQUIREMENT SEE NOTE 8 b ILLUMINATED FLASHING AMBER (CAUTION MODE) TYPE B OR C SEE NOTE 7 0 SEE NOTE 6 ® CHANNELIZING DEVICES SPACING SEE NOTE 6 SEE NOTE 2 RIGHT W21-5aR � — SHOMIER ` SEE NOTE 1 CLOSED SEE NOTE 2 $IGH1 RIGHT SEE NOTE 1 SHOUIOER i K SHOOLDER CI.OSFA .i— CLOSER W21-5hR AHEAD Af4EA0 SEE NOTE 2 ROAD ROAD SEE NOTE 1 WORK }i — WORK VV20-1 AHEAp AHEAD "END ROAD WORK" SIGN (G20-2) NE ROAD-1 'RIGHT SHOULDER --I "BE PREPARED TO 4D" SIGN CLOSED AHEAD" STOP" SIGN (W3-4) (W20-4) SIGN (W21-5Br) .p7LA ssO Ir O W20-7 SIGN SUBJECT - PROPERTY, TYP. T)-piral Traffic Control Lane Closure on a rwo-Lall P Romfsi Y71 i'-Silfg Flit eTs (I-igure TTC-231' XQTT_i dance: I. Sign spacing distariva shrmlil b&, r507 -> 'li arg the posr& speed limit is 45 nph M- less, aald 500' 6, >'1'heme thepo.W;peed ftt1111 u der Man 45 mph_ 3. C'tuv shoo d bet axanekad whw2 osraMsMng 1ho Lm., Is *,rem swrk zzma to m_ m ln�,im possb10 sighr dislunce in ae'�wn fe of the 4lWer s'alion anI ,'nm irhm, based on the posted speed Urnii and at hull -erp, i ce or grajer A&z floe ruhurs 41 Tube; 6H-3_ Gzmwuhi spEEuUmg, eau?uriars sTxruld hais- a clatar lime oj'sjg4tfmj% Me, mphic,efc ersrrnbcf sigl fo f j,'egger. km- 3 1klere Rifahi-of-Wav of gem.etTic cotl:i-tioas xrreveat tale use of48" % 45" Siam- 36" xf 36" Sim nmv be 115ff' id-ai -si: 4 Flagaing;tanan SI13J11 l?P 1araYPrifar Plir}11g11 1'1 arh-anrp 1tt°the s1-a1 I..parP Y13 Permrl apfl'narhinp traffic to reduce speed and or stop beforp passing the bark sure and -dow sufficient distance fOL' deparAnc traffic in rht left lane to ret am tD she right lone before reaching apposing n-nffic (gee Tab] a 6H-3 &n Page 6B-5j. All flaggprs ;hall he warp eprdillw l anti hat-P thFir rw'rifwatinn rard in rllrir pn;sp;;int wbp11 perIGi-ming fla- ng duties (see Section 6E,01. QLfaLfficadaus forFla2g-pi=) 6 Cone spacitl4 sha it be ;based an ttie posted speed and elf; Talulrs in Table 6H-i on Page fR4. L +. _i skadoss vollic]e with at Icast cot high lnt4 tasltly anib(L' rctatiag, flashing, or' osriilladmg tight shaft 6e parked R'-120' in ad3-an(e of tLe fil5t mark Ere14. Lon- 8. A sllpplcvtrlllYtl 17��r1 11aV l�r 1et}tiilyd i11 illis a1rt lu :ivc ativdllrr tisullul �t111r +Illrlali 1u alEca[1Uv sla�t'utg alaofoach,n� tTc l�rlor tcT reachtl� tie 1 �iaer st�tloL or gtleaed trathc . dance: 9. jf f)n queue or ar?`fx• reuc.4 es A e BE P: ERtREf? rO 5IOF f'f 3­4j gt1 thm Me ELFm, M1 If 15-0 tho portrrMe M Womm .F7ma1g,_ MX (PM)" sboufd be readjuved a1 gra7W drstzces_ 2 7_ IThen a arghway—ad c7n-werig exists wiwhm or upslri a of Ae trc7e,si mn area aad it is anocipafed Mat r}owaw 4reau1.'jM frvow the fsrrlr- cluwirw pli;lef eA;a r[} tiurrxig)i Mr? highKt V-1rclil gMdV c-rTsaiR& the teWtrrtrp rru rc cat2lrot yore shaaafd be ezJended.5o lhat lh anfrsiti ti craa prscgdes the hi&rwg;-nail ctossiag (saeF,ga-re ITC' S6fbr adds orlaf hlforlrlatiorl ol, higrr Ml mil cAxsa sl. idard: 11. A IliOLt, f1a¢gpr4fat-ion-,Ojai hp i11ulfin21Tpd_ AC;Ppi1nPMPT•ffPirlpS (spe Section 6F_fIR)_ 1011= 121. Ccmn talc-v he elinnated arhea nsinr a pilot '_-eldcle operation or when the total road my Width is 70 f4ct or 1 . 15, kof JeFff-�-011IMe Sj=-_jMS J�'jtd' 6i10Ft J[Dik zonfs 3n Str&Ot rm�yeys R'11e7e the Ln3 ,,f iS visible t0 road isers appipacting frpm bodi directions_ a sin, e f1iu= posidrned t0 be ,.zs Ie to road U_,�en a[mis dine tom both directions. Ina.. to -_lsed (se-e Chapter 6E). adard:f 14. N%7aen apprerved for us;. three portable truiLporary 1'1mble (AIRS) snips shall be instalted arrin- the entb'e Tsarel lane adjicenr to the BE PRLP3iRLD TO STOP -3-4) sign. The portable teLnperal-V FuLall snips shall be Lnool[ored and idjusfed as iietessaiT duilier the wDrk 5hif[ To ensure propel' placemmi on the roadway. WhEn the PTR4 arp insi lled, the RUMBLE STRIPS AFFF ATl 1Tvn-vir) :ien c;haR at;n h,- n1L-1i7rPf1_ Yosl-etl � eed 7 ll - =3 wh {5 - `~ mah pTR� . arin g (17'F11rpT th Cia11D'I" ` Feel 2 Teer EXISTING GOODLOE LN STATE ROUTE 803 - (30'PRESCRIPTIVE EASEMENT) GOODLOE LANE O O O O SINGLE LANE CLOSURE ALONG GOODLOE LANE REQUIRED FOR MILLING & OVERLAY WHERE THE PROPOSED ROAD CONNECTS INTO EXISTING PAVEMENT I-W20-7 SIGN O T an C losiii-p on a T;sn-T.an 6: Roadway T-isingFLlIggers (Fi2ui:e TTt-211) �Y31-Y #Lt01i cvad vmv 1 Y•13 dOW SdEll - - -� Tilling dNS It _ _ - --��' _ GA-2 (V) 11IIYdUd �� rI A s 4 00 NC1117iv �3�}�'}\ 1_ �-'� 0 C] 5EE NOTE 4 ek wi. - 7r POf�TA6LE � TC-M ORAW 1 F STRIPS SEEEE NOTE id {O'TIOF#4L] 1: $ecisiun 1-417ira 1 art• RFOBIRP11 �E E NOTE 4 FLAGGER STATION SEE: NOTE 2 SEE= NOTIE 1 W2Q-7 SEE NOTE 1 8E PREPARED YJ3-4 TO 5T{FP SEE NOTE 9 SEE NOTE 1 01 Ry11e4E 4Y2E}•VeB _ SEEW p,rC NOTE i4 Nz),rE 1 4 SEE WORD MC. -I IEIwG •� G 7� -A 1 ;�_)�l ;A s 0 0 6` aN s r �-A April 2015 Table 611-2, Taper Length (L) Page 6H-5 Posted Speed Width of Offset (Feet) Limit (mph) 9 10 11 12 Remarks <_ 25 95 105 115 125 L= S2W/60 30 135 150 165 180 " 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 L=SW 50 450 500 550 600 55 495 550 605 660 " 60 540 600 660 720 " 65 585 650 715 780 " 70 630 700 770 840 " Limited Access Highway merging taper length (L) shall be 1000 feet regardless of the posted speed. SW=L is desired for the shifting taper length with YzL being the minimum. Table 611-3, Length of the Longitudinal Buffer Spaces Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 - 165' 30 200 - 210 35 250 - 260 40 305 - 3251 45 360 - 380 50 425 - 445 55 500 - 5301 60 570 - 600' 65 645 - 675 70 730 - 760 1: Revision 1 - 4/1/2015 "BE PREPARED TO STOP" SIGN (W3-4) "LEFT SHOULDER CLOSED AHEAD" "END ROAD WORK" O �0 -P -A \ SIGN W21-5BL) SIGN (G20-2) n 2--Z O� \ "ONE LANE ROAD PROPOSE AHEAD SIGN (W20-4) VDOT R/W DEDICATION EE 0 E E / G) / C) O E E ®E E O E E E lP � O 4� ^ /Q' O / %• E 0 E E E E 0 E 0 \' C%)/1�� Q_ E E E ® E �� E ®E E E E E E E E E E / E � /- Q� O 0 E E E E E E E E E E /E Q E E �Mo �' J E E 0 E E E E E E i E E E E E' E E E E ® E E E 1� "ROAD WORK AHEAD" E E 0E E E E E E E E E E E E E E E E E SIGN (W20-1) E E�. E E E ® E E E E E E ® E E E E E E E� E E E E E E E E E E E E�E E 0 E E E E E 0 E E E E E E E py E �'" E E E aoo„+ E E E ® E E E E E E •�E E E E E E E E 0 E E E E E E E E E OE E E E E E E �• E E E E E ®E E E E E E E E E E E E E E E F E E E E E 0 E E A E E :•E E E E E E 0 E �- 0 ` GRAPHIC SCALE 80 0 40 80 160 O® 0E O ( IN FEET ) O F 1 inch = 80 ft. 0 - 320 TH 0A_ �� SCOTT R. C LINS7� Lic. No. 035791 � 11/15/22 1� �YJ W N 0) N W < > Zw J Zw w J~ w 0 O N U I_ ­I LL Q LL LU z z LU a LU W W d (n JOB NO. 222207 SCALE 1 f1=80' SHEET NO. 18