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SUB202200140 Plan - Revision Road Plan and Comps. 2023-01-09 (3)
STOCKTON CREEK SUBDIVISION 5� Brockville Mann ap OWNER: STOCKTON CREEK LLC 455 SECOND STREET, 57H 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.674) - 3.64 ACRES 2. 06900-00-00-019CO (DB. 5504, PG. 614) - 7.70 ACRES J. 06900-00-00-079EO (DB. 5504, PG.674) - 4.62 ACRES 4. 06900- 00- 00- 019FO (DB. 5504, PG. 614) - 4.63 A CRES 5. 06900- 00- 00- 019HO (DB. 5504, PG. 614) - 11. 03 ACRES 6. 06900-00-00-019JO (DB. 5504, PG. 614) - 8.92 ACRES 7. 06900-00-00-050BO (DB. 5504, PG.674) - 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: IMP 69-19C, IMP 69-19E, TMP 69-19F, & TMP 69-50B ALL HA VE (2) DEVELOPMENT RIGHTS AND MA Y BE FURTHER SUBDIVIDED. TMP 69-19H AND TMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. TMP 69-19B HAS (2) DEVELOPMENT RIGHTS BUT MAY NOT BE FURTHER SUBDIVIDED N THE CURRENT CONFI GURA TION. 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 PRIVATE & 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 /S 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 NO TES: 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. 5. 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 ATTHE 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. � r LOT3A 2.07 ACRES L LOT 3B 2.49 ACRES ROAD PLAN SUB2022-00140 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHEET LAYOUT CALF: 1" = 160' (3 0. W k 4 r r LL �LL LL fRofM£7 r LL LL \\°ALL / A \ LOT 13 / \ \ 4.49 ACRES / \ / LOT 12 LOT 9 \ / 2.40 ACRES��- 2.70 ACRES \ LL .A' LOT 10 / LL IMPERVIOUS AREAS (WITHIN LOD): PROPOSED ROAD WA Y 50,089 SF PROPOSED DRI VEWA YS 42,996 SF PROPOSED RESIDENCES 31, 200 SF PROPOSED SIDEWALKS 0 SF TO TA 124,285 SF V LOT 17 6.19 ACRES ° a / / O / LOT 21 I 1 / 3.10 ACRES / LOT 20 3.46 ACRES OVERALL ACREAGES TOTAL ACRES OF LOTS: 46.76 AC (94.97) TOTAL ACRES OF OPEN SPACE.• 0.00 AC (30.37) TOTAL ACRES OF ROW: 2.51 AC (5.17.) 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) RTn R0 5 (VARIABLE µgDTMRRAD H""'PB.3'20977HRU 1) \ LOT 18 \ 2.05 ACRES tK 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 METER(S)/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. SUBJECT SITE IN Brooksville Manor � Blue Rid O2W UTE 250 15� VICINITY MAP SCALE: 1" = 2000' LEGEND EGEND 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 g" DEPTH OF EC-2 DITCH Greenwav EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS T EXISTING CONTOUR PROPOSED CONTOUR 20o 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 I T-6". 4. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. 5. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE 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. SC )TT R. C LINS� Lic. 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B.4456-444 D.B.3530-234 PLAT 'NO PARKING' SIGNS SHALL BE PLACED EVERY 256 ALONG ROADWAYS / / / T.M.69-6G LOT 1 FRANK DONLEY & CARLA DONLEY D.B.3380-82, 85 & 86 PLAT O ro N O T. M.69-6L LOT 6 STUART TAYLOR SMACK D B 5246 521 \ T.M.69-6C ` \ GIBSON, EVERETT E JR FIELDS ` - 1.07 ACRES D.B.3415-704,707 PLAT / / / / / / Q / SIGHT DIS- / VERIFIED I LOT 3A 2.07 ACRES T.M.69-19D REVISED LOT 3 STOCKTON CREEK LLC 4.56 ACRES D.B.5504, PG.614 LOT 313 2.49 ACRES it---- --_ ---- -- _— T.M.69-51B MCCLANAHAN DENISE FIELDS PROPOSED VDOT \ FLOODPLAIN � ti \� \�\ \ 2.80 ACRES RIGHT-OF-WAY DEDICATION d� T.M.69-19G \� REVISED LOT 6 \ \ ®� \ STOCKTON CREEK LLC 2.63 ACRES \ ® D.B.5504 PG.614 LOT 13 ®� c \ 4.49 ACRES ti .6001 \� LOT 12 2.40 ACRES \SFTe \ ® ' •� ?�°, LOT 9 �� �c IVY 2.70 ACRES \' ' w -� •� 00 LOT 10 84-92' 2.22 ACRES I � \ ,� ti •` 0 .:THE FIELD \ �S\sFT LOT 14 A / q . 3.90 ACRES ZZ 35 �_ \� �p� \ ioo' WPO STREAM 1 1 � \ T.M.69-51H BUFFER ® `� GATES, JAMES P OR KERRY D \ LOT 11 \ - \ ®y 2.148 ACRES / 2.74 ACRES N 1 \ 46z� O � \ moo. ®,• \0 'STO ti N 0�T ti -�ON�R �� \ r \ 33. 4 a yspFF� FFK` l l O= I OT 1 qa\ \ LOT 21 I \ 3.10 ACRES I LOT 20 I \ 3.46 ACRES00 I 256.2.' 75' SET qB CK (TYP 362. o4 i I `IVO PARKING' SIGNS SHALL BE PLACED IEVERY 25o' ALONG ROADWAYS I I LOT 19 I I - —3-.44 ACRES -_l I � — a o O \ \ LOT 18 2.05 ACRES �o 0 T.M.69-50 FREEMAN, ARTHUR H OR JOANN F 47.729 ACRES T.M.69-19A7 JUST, JOSEPH SCOTT & GRAPHIC SCALE CASEY R JUST 21 ACRES ao o ao ao Aso ( IN FEET ) 1 inch = 80 ft. T.M.69-51 GRAVES HOME LLC 26.988 ACRES 320 �;TR. H 07SCOC LINS U Lic. No. 035791 ,�L- 12/29/22 o��ss j ONAL V) uj � z O U w uj z O U � Uo 0 o o uj O J o z Q > in Zz o 2: w 0�mz� wQ � � o U O w Q w p U) V1 z o Q g 1■■1 z o > no J O Lu Lu o Lu ,j, Q H ii w O z ~ ~ Ln O z O U) � z o Lu af N N N N N INN LuN n Ln M a% Q 000 N N o .� Lu z w LL z Lu z w ul z CY) M cyi i N N (N LLJ J_ U) LLJ H O J a 2 U U) W a O N z a ZD O a J J Lu DC O Lu w O w a lu) JOB NO. 222207 SCALE 1 "= 80' SHEET NO. 3 � T. M .69-6G T.M.69-6 M EX. O REVISED LOT 7 RESIDENTIAL LOT1 GRID NORTH4nw- CARLAVA-s SPA FRANK DONLEY & E.C.ACKERMAN TRUST DRIVEWAY ' GRAPHIC SCALE DONLEY \ D.B.4733-23 OODLOE 'LN I — — — — — — — — — — — — — \ 50 0 25 50 100 200 D.B.3380-82 - &21PLAT G ROUTE 803 ____-------- 85 & 86 PLAT \ D.B.4733 20 STATE RO _------- ------ EASEMENT D. B.4456-444 14so'To ROTE _ _ - - 0.06'_ \ goo'TOROUTE ,So �30'PRESCRIPTI�/E EA D.B.3530-234 PLAT zsi SANE -- �N FEET ) GOODLOE — _ — — — \ 1 inch = 50 ft. \ VDOT STD. WP-z — - _ ---- - 61o'S_IGHTDISTA---- ---------- MILL/OVERLAY — — — — — — — _ - - 77 488.0 v v PROPOSED 61o' SIGHT ` _ — — — — — _ _ _ _ DISTANCE. SEE SHEET 3 FOR E FULL ALIGNMENT. SIGHT ` \ _61_0' IGHT DISTANCEy - - - - - - - 20z 79' o� E1P 2 _ VDOT STD. DISTANCE HAS BEEN VERIFED ,SETBACK (TYP.) \ \ T. M .69-6L IN THE FIELD 75 \ \ LOT 6 R1-1 STOP / � — — — VAR. WIDTH SIGN / I PROPOSED 61o' SIGHT SIGHT SIGN STREET o / \ \\ STUART TAYLOR SMACK DISTANCE. SEE SHEET 3 FOR DISTANCE QE�P �Ip \ I \ \ D. B.5246-521 / FULL ALIGWENT. SIGHT EASEMENT o - -- \ (p `\ \ D. B.3415-704 707 PLAT DISTANCE AS BEEN VERIFIED� \ IN THE FIELD 75' SETBACK (TYP.) LOT 9 I \ \ 2.98 ACRES N \ \ SPEED LIMIT I00 a LOT 23 \ SIGN — I 00 ` 2.02 ACRES v I PROPOSED \ 6' `'`'- \ \ DRAINFIELD PROPOSED ASPHALT �� I PROPOSED \ I \ ROADWAY, SEE O � DRAINFIELD N \ DETAIL SHEET g \ / T. 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No. 035791 � U) z w F- u F o Z L w U � o c o ~o F Cz O z C 0 > Z Cl� L n o Lo o c c ¢ e o N z c Q 3 Ln Q o J Q o� Q = L o - 0� F w O0 F oz� o Ln U) z i O w 0� L ce N N N N N N N N w F- n LLA M 0) N 00 N N o j F 1 " F ; F I ID I C I PROPOSED ZOPOSED �� \ DRAINFIELD i — — \ � � < I z ZAINFIELD — :ET 5 T. m MCCL , I I w r, O w w Ln JOB NO. 222207 SCALE 1 "= 50' SHEET NO. 4 T.M.69-50C1 / / , r DRAINFIELf� 7o- o / FLEISHER, MITCHELL A & \/ �� I I / / �� E LAURA L FLEISHER ROPC�SED / / I / os 55.514 ACRES / FIELD /0 0 / / 000nn/ � \ o3a I eEem000 � F / /•• LOT 18 I s 2.05 ACRES VAR. WIDTH \ J W LOT 17 STORMWATER I Q' 6.19 ACRES / MANAGEMENT �� I ACCESS EASEMENT \ I N 0/F F F F/ O 0 /0 . 0 - T. M .69-51 H GATES, JAMES P OR /� F os �" K E R RY D �0 � 2.148 ACRES o \ I 0E 0 <-< < tir \NG CE F F F /00 � O S Aj 0� / gCKT� F F/ F�Fo< ����OO N\�N� 0 �-- �/ y y GRID NORTH VAS SPC It <- F F� F F cos � -- ® EtiG Aj 43609 0 F F F F F F T. M . 69-51 GRAVES HOME LLC 26.988 ACRES T.M.69-50 B 3� \`380y R 2�2 d' ZW GRAPHIC SCALE FREEMAN, A RT H U R H OR 50 0 25 50 100 200 JOANN F 273�60 47.729 ACRES ( IN FEET ) 1 inch = 50 ft. O �sCOTT R. C LINS,;--' L) Lie. No. 035791,"L, ""9/22 w� o��ssI�NAL E116��� � U 0 z w O U w O z O U U O Z O C6 > O O J z C7 Zz¢'U'z O Z C7 (n cn m �LU U) O U)i o 0 U O 0 Q Q H w ~ o z cn 0 ¢ g z 3 F�1 O o Q COLu W U) < w Q J = w Q a� w O H U) ~ O O z 0 V) U] z > U) O w > � w ry w N N N N w M Cr� Q 00 —1-1 N N Lu r M C6 a- 1- N z wNo J (3) N N W Q Q > 0 w z LL J U) z z w 0 Q � 1--i J Lu Cn � p J > TZ U D � w Cn w � W Lu ul cn oC U w z O U � j U w 0 J� � a 0 0 N o w 0 JOB NO. 222207 SCALE 1 "= 50' SHEET NO. 5 VDH MONUMENT FOUND VDH MONUMENT FOUND � T.M.69-6L \ LOT 6 \ T.M.69-6C STUART TAYLOR SMACK GIBSON, EVERETT E JR \\ \ D.B.5246-521 FIELDS ,_--_-_ \ 107 ACRES D.B.3415-704,707 PLAT ----__ ._ ----- r' --_ ------ '-- _------ __---� & r --_------_--� •� `` ' --- --- ti � /\visQ- .... T.M.69-19G c \ \ — — — — — \ \ ORES T,Q�, T.M.69-51B REVISED LOT 6 \ \ CRITICAL "° �\ �, \\, <O CR/p • �s MCCLANAHAN, DENISE STOCKTON CREEK LLC \ SLOPES ® w \ \ '�.• T� Tj 0 FIELDS 2.63 ACRES \ \ ° \ �\ �� �\ �\ RNp% Fqs 2.80 ACRES D.B.5504, PG.614 v ' IS ioo YEAR FEEMA ®� \�°v FLOODPLAIN \ \\ �• � \ ' LOT 13 / I ® ti \ / / \ 5.05 ACRES ,� \ . / \ / LOT 12 \ - — — — �— _ _ vv / 2.41 ACRES �.v - -9zz� -- \ -- / y — / / \ � /\V ' LOT 9 v v / 1-1 -9zo/----920 2.98 ACRES \ \ _ / \ CA \ �. / \ - -!,\ - 7 _ APPRbXtJVIAT'E 9zo 4 9i6— _ �� '\ Q TION'STk�EAM �. dVE O -10_ LIN� � 4 / I \ \ VV AyO \\ \ oo v v v r61 VDH \ s96 \ -\\ \ \ \� \ �, I \ I T\ \\tip MONUMENT FOUND v v v v \ v 9z_\ _ �v A v v\`�� v y- / / / \ / 3.95vv v v \CR,IC T.M.69-51H 93° oA \ / \ \ \ \ \ \ \° \ _ "'.GATES, DAMES P OR \ � H°°° v � / v / V V A v \� v \ � v ,I {� v \ v yv yy �y � yv v �� a'°�\o� / � 1v � � --� /v � � ��,� \ ®q/ \ I � �L• v '�� IGERRY D \ / ;/ / — \\ / I' \ \\ .\\ , \ \ \\\ \ \\ /\ �\ J �\ ill, /\ //��\. \ — �I 148 A ES RITI L \ \ \\\\ II I I \ 1 \ /�y\III I- v k� 3 �E T.M.69_6M �z//I -V_� r yVv\\v \ / \,, 1 1. vvv II— Vk /REVISED LOT 9 \v \/ Vv E.C.ACKERMAN TRUST v v- o V o v 1 D.B.4733-23 D.B.4733-20 & 21 PLAT10 �- D.B.4456-444 y D.B.3530-234 PLAT QD coo oA \�942 \v A \ \ ioo FOOT' ®\ v v v A �TVM -51LOT15 . s, STREAM BUFFER ®1 " 1\ LOT 2._ S HbMEJL ( \ 8 v y \•. F` 9 6.78 AC ES. ----- ----- /A m x 2.02 ACRES 94_ —\ � � � ANEW VARIABLE WIDTH \ / A \ \ \ a6 © v v l 011 PUBLIC DRAINAGE ESMT l / � \ \ ` �\ A \ \ \�� � esa a9 `�� p a S \ �' / �' I 10 — � Y90, \ \ \ I 1 / ® -` \ / l� / \ \ \ �S� S°,0�, �` LOT' 16 i 1 ; \ \ f %I I \ ®: k r ; A � �v - _ I / v 1, I '� v v � /. � o - y �\ ��+mob � � � - - > Iv I ®� v �y. a � 2.25 AC S \�/ \ \ / ✓ I I \ \\ F �, 3� o �, T.M.69-6G I \ \ // _ AI / 6 a e9° V A VA 'Gil/ �G/i 1 I / ® LOT 1 \ v� v v - 9u �� \ sa 88a1 I \ / FRANK DONLEY& !t V A CARLA DONLEY \ Vv - v - s -v \ \ �— / / / — / 19rs °m \� a — / \ / SLOP D.B.3380-82, v v,, v v — // ---- __ I 1 \ \ v z v v -�-o ICRITICA A / / I /— / \ NEW o' PUBLIC \ \ s8 — \\ / \ / X 90 \ 4 — 85 & 86 PLAT \ — — I ILOT 22 / \ / \ .. 9�94oPROPOSED So / J r \ 1 u DRAINAGE ESMT \ / 1 \ I \ ' _ IS - - _ °°M," VDOT RIGHT-OF-WAY/ PROPOSED 50VDOT RIGHT-OF-WAY I \ \ \ \ IS v I ,7920----920-_ I /A \ \ X \ \ V \ \ \I �� I �� \ \ �� $ / I v I \1 OLE \ �y OVERHEAD UTILITY // mo ® LOT 3A -�eo \ LOT 17 LINES ® 2.07ACRES -- y�// '/ �u�ECL—3A6.19 ACRES Z / • , PROPERTY,— —I— VDH MONUMENT FOUND O CRITICAL SLOPES v v 92o---- — z° --- /�3�0.ACt v V \ 1 V A l l 1 /ii/ LOT 20 \3,457ACRES 36 RCP CULVERT _SEE DESIGN SHEET ii I ( ICRITICAL \ I \ SLOPES T.M.69 REVISED LOT 3� \ \/ / _ � � — — Vu�' ENT ST CKTON CR6K LAC \ - , / / /\ \ - J I ! 1 I \) I / \ �!4.,56 ACRES v v � � / / I � / // � T�, v � � v a.�8. 504 PG�.61� \�// / \, \ , / /\ �� / ---/ /// /\ \ ( \ \ I v / - // r _ �'�, , I / - �� f A \ \ \ LOT 18 \ v v v / \ \ v l LOT 3B / / / / — _ — — — ` // r / / — — / NEW 20 PUBLIC DRAINAGE ESMT` y \ 2.05 ACRES 2.49 ACRES LOT 19 J — `L \ 1. 3 ACRES LEo 868 \ sc�€ES666 i / r 864 86a m V A \� \ \ 80. \ \ \ \ — NEW 25 PUBLIC DRAINAGE ESMT 860 a I _CP \ \ \ \ 4 o �' H \ OUT 866 6 .864 k , 1\ \ -' �D FREEMAN MONUMENT J \ \ \ \ --'----- _ _ 964 862 FOUND 4�1� V -VDH-- r �� �\ L 60� T.M.69-19A7 — _ —-M.AaNtUMENT \ STA_ r — _ \� `I \ _�T = ` _ _ \ _ $ JUST, JOSEPH SCOTT — —_ — _ - _ F0Uf2 — \ — , �R� OUP = \ \\_ \ —\ — \ _ — — \_ — GRAPHIC SCALE --- — T ERSR E 1s CRITICAL EIS ---- _ VDH CASEY R JUST -- — —RJA�f — \ 21 ACRES — �� — — — — — — — _MON60 0 40 60 160 320 — _— " FOUND \\ \ --- - -THVDH --- - 2 \ \\ \�\'IQNUM �� \\ -\ \ \\ \ --FO��v'�v� — ' \%i)H IN FEET d \\ ' \MONUMENT 1 inch = 80 ft. \i'�'i / / v - kCLINS I'!�\ SCOTT L) Lic. No. 035791,1, ��0 12/29/22 ���SIONAL Zz 0 O � a U W 0 z O WW U) z W 0 }U Z 0 U 0 z U) W 0 0 Q U) z J d 0 Q 0 W 0 F_ z O V) Lu W N N N N N N N N W F 11 M m oO -i N N O •A +A +A ul z J j U M d') N M O CN N a LLJ J_ w 0 Lu 2 U U) F Lu LLJ (n Lu L.L Q O N I- U W 0 z a 0 a O 1 z O I --I H� C0 D U) W W U z O U O z Q a- z 0 J Lu JOB NO. 222207 SCALE lit=80' SHEET NO. 6 GRID NORTH VA-S SPC v•v `,� ___---- I --------------------------_, G00DOE LN -- , - ------------------------------- ------------------------ STATE ROUTE80 --------------------- \ ----E SE-M--E-N--T) (30'PRESCRIPTNE/ -------- ------ GOODLOE------------ -- -----_----- -- -------------------- ----- _ _ �932 ----- ------- ----- i �_• - /Z., EXISTING-------- i VEGETATION (TYP.) / 11+00 O 18 \� \ \ P 1 LOT 9 'J I l I 2.98 ACRES V GRASSSWALE LINED \ \ \ I A I I \ I I A NOSCALE I\ C�3 O \ I 1 HDPE_ 3475 5 LOT 3A AI I I NEW VARIABLE WIDTH \ PUBLIC DRAINAGE ESMT 2.07 ACRES II v v \71 I I 34-25 o 31.6; 15"HDPE I LOT 23 934.o CIO o , 2.02ACRES----%�/ 32.0 29.5 LOT i0 , / I I � � � </ �V \ 1 I I / 1 I 1 1120 A4 Rts I \ \y �6 sue, v � SUBJECT \ \ 1 i1 - / l 1 \ \ \ \ - - - _i - - _ I s I v v v �� / i ' /' � � I I / � I I \ � \ I I PROPERTY, TYP.ry o�'\ \ \ \ I A / i - i v ///% 1 1 \ V A \ \ I .I FFE=938.i7 v \ \ \ \ \ o GAR=937.50 , / I / �9 s ' / I / / �, F < v v o / / / / �/ I I 1 1 1 I I I \ \ 1 l I 1 I I I 1 1 / A I I v V A —-s7o � I LOT 12 17.o N I \ \ \ i I I I I I I I / / i 2.41 ACRES I \ 100 YEAR FEEMA I FLOODPLAIN I 5 - / � \ � o �YP �NG/TAYIO( LOT a F F \ II 1 0 c 2.49 ACRES m G) r) 70 i / / II / i A // �— m -�--/ / ///�/ / / / I I I �I A / I V I /— \ \ 9 i VA A V A �\ — — — PROPOSED o �� _ - v / / // \, A \ 5 / r __ - / / / / I --A--\ -VDOT RIGHT-OF-WAY V 1 V 1 I A v -- v- - / / l l 1 1 l 0 \� \ 1 I I V A �A v v v \ �� / Z _- �� i� l; / I l l / 11 L/ / Iv �, I v I I° F o ,, �,� - ///� / I 1 1 / \ \�\ � I I�ti I aooWa3� V / I A o OT 13 vooTcLIA1 I I I A // ,' ` I \ 5. 5 ACRESRIPRA T L Al SWALE (T 1 / l _ - -- No15Ar \ \�� \ RIP AP swA� 'rP')\� F \ F F i 1= I I� I F1- S Nos LE / // / / / / / \ / I I a T oz.2s \ /� F H P 047 T I I /LOTH 1 III I ; I \ \ 000 / = �\ F F F I /F ,/ill/ < 73/ACAES \ \ \ \ \ \ \ ----__02.9 \ v �< /F II I IIIII IIII I�I EL'OT>211 l v o �� EXISTING 4ES 3.10 AC I Y - 11, 1/I II N STREAM �, I F I, \ IIII Czo , v \ \ \ F < ,� A � i o I� I I I I 1\ 91° \ )F I CA 70 7882, /�- �,/ s �J L — — ��: C22 �- V I F E F F E \ \ VA \ V A � I I I� 5 8 / 1 H D E o93 \ \ 0 ITl 94�7 l � J J C91.SEo - - - -- -- - -- �2+tr_ y i { Zy 1 \ \\ A \ \ \ \ V \ A 6 \ \ \ F aICI E _ �18'HI 23+00 -E � --- 5" HDPE- 0 I �I / V \\ 'O F I F 4.2 21+o0LOT 20 3.4 ACRES Qlp \ \ r, CD�4+059 NEW o PUBLIC ITlJC� :DRAINAGE ESMT 89l 9 , �7D � o!� v v v I 0 Cn 15 HD E \ \ \ VDOGRAPHIC SCALE P / / ,' �/ / / v / v I I v / v Rr� ALEi�A(TYP� i / I J- / / 0� V V �� V A \ / A V A 50 0 25 50 100 zoo 00 EXISTING /41+ao/ \\ / / J / - S E SHEE� so IN FEET I / VEGETATION / / � /� / / \\\ V I V A \ m A — (TY / / / �� / / / / >i , / / /// / - ■ ■ ■�I� �■ — — — — — J \ I `\ �. ( ) \\\ I A A V \ m to 1 inch - 50 ft. MATCHLINE /� / / / / �/ i" I V I \ \ �sCOTT �RCLINS' L� Lic. No. 035791 "Ll "/29/2z w� w Z � H 0 z w U u.l O z O o z F- v o O C6 > 0 r J -i p z c7 Q > z Zz o � � U) cn cn O � m � � w o Q a � o Q o w p z cn Vl z Oz Q g z a 3 1=4 O a p � Q J Q p W Lu CO U a p w Q J w w o z z cn 0 p Z U z O Lu > Lu � w N N N N N N N N Lu F- n i i M 01 Q p 00 N N CD �J 6) M N M O W(3) N WQ Zw J_ n ZW w V 0 N J z Q 0- ( V M DC Lu w JOB NO. 222207 SCALE 1 "= 50' SHEET NO. 7 CilF F - yo .83 \ J\\ E za+C1323+00 �IDPE F" _ — �/Q9iso'.f._ \��� — — — LOT 20 / / / / / / / i �, 90 / 9 94.z 21+p0 \ i I G 47 ACRES— h/ I 4 5 gi.o 9i.gz 2 +O 9 \ \— _.o F O NEW 0'PUBLIC o \ A -,DRAINAGE ESMT ! / 96 __—/�\\i �/l f 93I Ogg / A v �[I V JC16�FOt �,/ / I \ 1S HDPEIv / / / v v-_ _ F F F/ F� F h1 o__ ; Des �/ / v 1 v I v ,�� — — 0 0�AP / / / / ° F F FTI SWALE (TYPO /' / I C� \ v \ \-- \\\21 ryoscaL�EXISTIN/+qo VEGETATION co / V MAT/CH\LAINE I EAE v Hv AA \\ \ i /< ij = \ \ \\ I \ o TYP. / // // // /i / �/ l ■'■L�I■---- � I / / E. F i E E�F I co l� , , \ \\ \ I I \\ I I / / /'— \\V I \ V A A \ \ / / / // / �� /� / / u Z FFE=894.83 / V A / \ �� _ / ' V / —F F I E F F VDC7�T CL II RIP AP OUTLET / BAR=894.17 _ PROTECTION (L=3o', W=UP TO / / / l / m \ _ I I //874CONTOUR, DEPTH=42") /� / / / / ��, I a 4 I / �'90--------- 0 SCOTT R. C LINE U Lic. No. 035791 "ll �� 12/29/22 w� ���s`�IDNAL �iEXI tI N'G /' ,� �T�AIVI I ) V \ I I �/ // �/ / �/ j / o _ I LOT 16 1 / I 896— / F I I 2.25 ACRES /Wr Sy.z 7 I D i.33 V l/—I / / / % / I _� I W 884.4 I \ I _ I l I /l I F F /F: F I �■■� o C19 \ SWALE \ l i / i I ago;,,a3 2.D 1 Nos�A�E — �r I I LOT 14 1 / / I / ) I I // LL \ \\\V IA \ —� '8 / �v I 3.95ACRE W ---- // .� / \ \ M I — A _ 90v I / / F / F / F/ F / < I / \ \ - --- _ / / �\ cP0 I A \\ 1IIV // // / // �// 3 NEW 2S PUBLIC DRAINAGE ESMT LOT15 2.40 ACRES I / l / /�/ / / ! I I //< V A V A \\ our ti \ PROPOSED So'VDOT RIGHT-OF-WAY/' I z I —= I ( �// F/ VDO JCL AI RI RAP OUTLET v v �oF I I PROTECTION (L=16', W1=6', / g6� �'2 / NEW 20' PUBLIC DRAINAGE ESMT / / F / / f I , , —' I I \ / / / F// F / I W2=18', DEPTH=18") \ \ \ ,VDOT CL Al RIPRAP OUTLET PROTECTION (L=32'-EXTEND i8�o \ TO RISER, W1=6', W2=15', / DEPTH=18") LOT 19 / 0 \ 3.43ACRES / ----- \ •C%�\ \ 6 \ \ i r IL y. �O A A NEW VARIABLE �' 86 a` PRIVATE ST MWATEIt/— \ \\ MANA ENT FACILITY / / / ,EA ENT / / /� /j / / / /% // �� A �/ L /I \ ��� I / / j F F l \ Al Wl 4- �g6 �� %/� ��// i�� i —� V \\� / / � // / / i / F /P{//�/'/ / // T 5EDMOOD LOT 18 / 10o FOOT WPO < 2.05 ACRES �� / / / ,� / / STREAM BUFFER / 1 % / //i �/ �// //�// / ' / NEW 12 SWM I A �( / / / I OT17 / / /� / �// / X/ / f ACCESS EASEMENT \\\V V l l 1 I 19 ACRES / V / V\\\ V / / v� / II I / // ////i i / // /�/� i"0/ / vvvy 0 F F F / / / I cF VA5� � � �-7 1�"�- � 0 F / F F:� /F I o) �� C,� / I I 1 I I I I l I I / o= .� 1 I I 11 I 0F 1 CC) I I I I I I I CIV a C ZiI ' dRH I ' ' A - s SP' I I Aj I I I I V I I I F F% F I GRAPHIC SCALE 50 0 25 50 100 IN 1 inch FEET 50 ft. U) F— Z LL �� Z 0 O uj U � z O . � v U 0 F- > ~o p z > (n U) i z LL U o U o W Q Of U) � z J 3 0 a a o ' ¢ _ O F- w o F- F- z O F- z > O Lu U) Lu N N N N N N N N Lu F— n LL f M Q1 Q 00 -1-1 N N O -" +--" +--" r M N M 17 O WCY) N wQ z Lj J_ U) in ZW W 200 z Q Q 0 1 z 0 1r—^1 v 1,-1 m U) w W U z 0 U 0 U) Lu rn w W U) JOB NO. 222207 SCALE 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 TRANSPORTA T/ON (VDOT�. THIS PLAN AS DRAWN MA Y NOT ACCURA TEL Y 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 IS 2.• 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF J.- 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. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, I 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 OUTFACE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. . 8UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill.ATION 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. g• ALL EXCAV 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 192). 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. REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN IN THE OPINION OF VDOT THE DIRECTOR OF ENGINEERING, , OR THE PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE RE 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 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. vi. 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 punchlist 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. Water directing chevron pattern reduces washout AMERIMAX Hole for landscape spike at front of splashblock allows amerimax.COJII 1 800-347_2586 it to be secured to ground info@amefimax cam 2 " SM-9.5A SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 8" COMPACTED AGGREGATE-oOc°�o�oo°go°Oo°o°c°�o �o �o °000 0000 °000 000 ° o°o° o�o°o°c°�o�o°o° 0°0 BASE COURSE, VDOT #21A o°Ooo° 00 00° °�0o0g° Coo°° 00 0 OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS D �% COMPACTED SUBGRADE ASPHALT PAVING - STOCKTON CREEK NO SCALE LANE 1 "" SM-9.5A SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 6 COMPACTED AGGREGATE 1 0- Duo 000� °0000 0000 °O000 0 800- 0 g°Oo0 00�0°o° °Oo°o°c�g�o°o° °0 BASE COURSE, VDOT #21A o o°��° 00 D 0`00° 1 00��° )a 0 o0 0OR #21B DEPENDING ON ULTIMATE TRAFFIC LIMITS AND UNDERDRAINS % �O COMPACTED SUBGRADE ASPHALT PAVING - STOCKTON CREEK NO SCALE COURT 2" ASPHALT 6" COMPACTED BASE COURSE, VDO' OR #21B DEPENDINC ULTIMATE TRAFFIC L AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - DRIVEWAYS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE ORES . ".."". ""."......��\%A I 2.4C071, gggOT13 23RUST / / ,OT 10 OgCRES pENISE P 2 2 . . '� ES I �T T 2gCRES / 4 I i 1, o r 1'90 T23 �(/1 ACRES 2.44CRES :�i: t « x `c ^.u:y35r LINETYAD R�7 . wx l ` tit;, ES 1 1N, t•' �� �� V�4.f,. O POLE O 2.0OT3q . ,ACRES eyt�1O� V Q t a P 1 : 2.ggAO22 o C0 F 4,°,�, V ° . t Oo REs 2.39 SOT 15o °. ST REV'' 69.19 OCkT EO g 0855��RESOETLZ2,O TaT SIC cES CESqPO61q L07. t 1f °.. .." ..". ..ES o6 °oeT .. 3 6q RES j 11 0. . . o i 9 SEVR HSCO °. . . 1 ACRFSST �& \ ,vs.= 619 C�J OVER tt b . . eS o �« �o O 'A6 \ \\ 3 Qq0 CRES 2 5 q CRES a 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 FOR THE 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 =15 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 2.25 BM-25 0 2.15 21A 8 0.6 9.30 Stockton Creek Couit 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 PROP. GROUND 2% PROP.. GROUND DRAINAGE GRASS DITCH SHOULDER 3' 6' 6'� SEE PLAN SHEETS FOR LINING DESIGN TYPICAL ROAD SECTIONS N TS 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. R%W 2" SM-9.5 ASPHALT TOPCOAT 2% PROP. GROUND " COMPACTED 1" BINDER AGGREGATE BASE INTERMEDIATE COURSE COURSE TRAVELWAY SHOULDER GRASS DRAINAGE PROP. GRouND DITCH SEE PLAN SHEETS 50' WIDE PUBLIC ROAD R/W FOR LINING DESIGN S7'OCI>�I'ON CRL'L'K LAjVL' - 50' TYIDL' 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. PROP. GROUND PROP.. GROUND a 3.• 1 3;1 DRAINAGE DITCH 8' SEE PLAN SHEETS FOR LINING DESIGN 2% r GRASS 2% f- TRAVELWAY 25 MPH DE'SICN SPE'E'D, NO PARZfINC ALLONWD CS- 4 RURAL LOCAL ROAD DE'SICN NOT TO SCALE' 2% f- TRAVELWAY 1 1 " SM-9.5 ASPHALT TOPCOAT 2% 77 6" COMPACTED 1" BINDER AGGREGATE BASE INTERMEDIATE COURSE nni iocr ten., ri w.v 50' WIDE PUBLIC ROAD R/W S7'OCKTON CRL'L'IK COURT - 50 ' TYIDL' PUBLIC ROAD 25 MPH DE'SICN SPL'L'D, NO PARIfINC ALLONWD OS-4 RURAL LOCAL ROAD DESIGN NOT TO SCALE' 2% y � 1 I� GRASS DRAINAGE ;HOULDER DITCH 6' SEE PLAN SHEETS FOR LINING DESIGN PROP. GROUND PROP.. GROUND 20' Min. 40' Min. 20' Min. 50' Max. Cluster Box unit (CBU) / 6 sidew4k Rigyn of way 5 Mire. �I 10' Max. 11' Min. I Edo a of travv law ^g g of Turnout Payomenl 7__ RoaawayCenter �tne CG-12 Type A Req"d. For Minimum Roadway Width See Table 2 this Appendices FIGURE B(1)-27 CLUSTER BOX TURNOUT - SHOULDER AND DITCH tS C0)TkCLINS L� Lic. No. 035791 � U) z z O O � U w Z O LULU I 11/15/22 w� �SSIONAL E�A� Z w O U ov 6-6 I- O � o I Z I Lr) w 0 I Q I d a O I � w i O z O w 0Y N N Lu N N r, a ,-I 00 CD .-I Ul D Zw w J� w J0� V CD 0 N CD z Q O 1 z O 1--I I� 0 m U) LU LU U z `O 1 U O U) J Q LU 0 0 z Q (/711 LU O z J Q LU z FLU 0 H LU W w a U) 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 Cw t� Culvert (Acres) (Min.) CIO 0.09 0.65 6.0 C11 2.20 0.40 12.0 C12 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 �\ �\ LOT 13 \ \ ♦���r'\ J� �. 5.05 ACRES \ r ♦�: 0 926 THEIR DOWNSPOUTS TO PREVENT EROSION, SEDIMENTATION ORLOT 12i - - - 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. treq. TWelev. Culvert#2 (STR-10 TO STR-8)-. DA=4.04 ac., Cw=0.40, Tc=12.0 min., 2-year Q=6.30 cfs, 10-year Q=8.56 cfs Shoulder = elev. 892.69 I = CL elev. 892.89 DISCHARGES USED RISK ASSESSMENT ADT Skew ° Cover n. Q 2 = 6.3 CFS Detours Available Length Q 10 = 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 Significant Impact 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)12 ho H LSo HW C.M. 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 EW-1 VDOT STD. EW-1 Class II Outlet Protection Proposed 15" HDPE Culvert(10 yr) 8.6 8.6 1 1.80 2.3 1 0.5 1 1.0 1 1.13 1 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. Project Stockton Creek Plan Sheet No. Designer LW Sheet 1 of 2 Culvert Rev. Date Date 8115/22 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 RISKASSESSMENT ADT Skew ° Cover n 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. El. 869.31 Q = CFS Criteria and Significant Impact Orig. Gr. Elev. L= 245.75 Orig. Gr. Elev. Q = CFS HEADWATER COMPUTATIONS CONT. OUTLET End INLET CONT. OUTLET CONTROL CULVERT TYPE & SIZE Q Q/B HW. ELEV. VELOCITY Treat COMMENTS HWID HW Ke do (dc+D)12 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 OutletProtoction 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. 0�� ZiiCOTT R. C LINS'� Le. No. 035 791 �� 12/29/22 �4 0"� &ZONAL E����� Zz 0 O� U w 0 z O Ln Ln /� - - - 'LOT 9 \ \ \ \ \ - , \ \ ++ ♦' 2.41 ACRES -\\ -- -\\ _ -- 2\\ / //" \ \II �/ w FLOODING OF DOWN GRADIENT PROPERTIES. PLEASE SEE SHEET = FOR \ \ \ _ ♦ r A DETAIL OF THE SPLASH BLOCK OR EQUIVALENT. - ' \ '� / / i A 9zo - 9 ■ / f I - 2-98-ACRES _ _ - �I - - - - ° 1 y� I I WATERSHED SUMMARY FOR PROPOSED 36" RCP CULVERT \ \ _ ♦ - r / Al'PR,dXI1VIATE �'.LU 9zo \ +♦ �-- --' �� I y I \ ++♦+ \\ � �gi6- � �LATI.ONSTREAM���.,� - io \ \ \ \ \ _'� I \ O i � / / `UTI LIT 9 \\ ( \ V C13 ♦ i0 1 - \ / \ \\\\ \\� \ --- \ \ \ • - 9 / ++ I / I I IN \ o I \ OUTLET PROTECTION SIZING �,� �' � ♦ / -goo-_ �896 _ '�\ \\ \ \ ♦+ I /. I T \ 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 A -� TYPE LENGTH WIDTH DEPTH RIPRAP CHANNEL OUTFALL OF 36" CULVERT VDOT CLASS II 30' UP TO 874' CONTOUR 42" U) z w j Z � z O 1 O 66 w ~O J Q Q > (D ,,, z m � � Q U w 0 0 o ¢ ' cn cn ' z � J I m a J Lr- z = O z ' O LU -930 �\ \ \ \\\ \\ \ \ \ V. \ C12 �' LL \ \ \ \ Y\\ E\\ \\ \\\\\\ \\\ \ �\ \-♦ \ J / ♦♦♦ �\ /I/I% 05 // // / \ \ \ V \ \ A \ ��/ l' l /��/' \ /J _ \ A \\ V \ \ \ °\ \\\ \ V \\\A\ \\\\ \\\\V\v�\ y \\ V A \\�\ V\ `\\ °\ \\\\\\ \V\ A\ �� \ \\\ y• / / / (/ I ' / O+ \GATES,J ,MES\P -C l \\ \ V Aw \\ + F- iN ;N ;N o ♦ yKERRY C)♦♦ \ + 2.146A� N °o ,q N N C23 \ \ 9� \ \KIIs\\ \ �.�3 RE \ 1NUAL / I \ 1I i � Z� u�Imo4Z/,/ / , t //� r♦+9k+ °♦ \+��_ � v vof __\_ . \ \ \ A \ A �� ° \\ \\ vy\ v \ -�- vv \\ \\ \\\ �\�V\A\\\� \ v Av y \ v �\ v\\ A\ VAv\\ v \y\ V A vA v\ v �\ vv����� v v♦ y v -_ - /�'° / / l , / / / / /a / it % ♦♦ , I ///// // / ///� � �//r// / //, /, // / �/ (1/ /oT.M.69-6M °6 \v lREVISED LOT 7 E.C.ACKERMAN TRUST °' I I II I v v v L9 D.B.473323 D.B.4733-20 & 21 PLA \1 1 \ 1 44 D.B.4456-4II����q/v -- ♦♦ \A v , 1 ////�/ l�/ 111v» v� vv � D.B.3530-234 PL T v ®Q/� \AV �° sT v\ I �'�/ /' ♦♦+ I '++ ♦ 0 � I /I I I I I II l / / /�"/� , 1/ \r l /,/ I ♦ ♦' / •�+i.7 �- rr \ \ \ v \\ \ ` _ \i6 ♦ ♦ �s♦ '�pti�pF�sei<� �NCR RsaFp wFFK �qI�l/ lll�v�l / �o (\1\//(�\Il`ll A\\ \ v\°1���°: \A`\ A AAA`\-v`\ \V \ \\♦ - ®KOw1 9 v; \ 0')so'y/"A � r I ioo FOON �\\ - li TWPO-J®® T.M 6c_51 LOT 15 CNM o=.i STREAM BUFFER v2.40 ACRES GRAVES HOME LC/ � 6 _ / Q ♦ ♦ \ V A I \ \ \ 10 _ r � \ � \ 1 \ � \ \ \� �` _ \•. � <" -9 2. �8$ ACRES _ // / / 2.02 ACRES ♦♦ I \ \ V A V A A\ V A V� \ \ y y vv F VDOT CL Al 5 f ,� ® l .ti v v �s � v \ V A \\ \ \ y O �, _ \ N i RIPRAP / 3 rl♦� ` ® l� �.o \ y 2\�' 0') \ \ swALE (TYP.) v A \ \ \ / / / / r //'. 1 V 1 A \ v ♦+ � 8 � NO SCALE �9 • I / �� / ® GR SS DINED \ / \ \ \ \.a \ \ \ \ \ LOT' 16 �SWALE� ♦+ \ v y �; .•„ v sj� / y / I �� I / ® �\• \ vv v\ v i / z Ld TJM,.6 6G / / I `` ♦ / I 2.25 AC ES \ l I / / , \ NO\SCALE ♦ i ) f C21 ---o \ ��ee_-_..-' J� $a(� I I ♦• / I I I I I / ® \ \ - \ I I LOT 1 i l/ l / I 1 1 `� - F ANK[ DONLEY & / / / / �' \ \ ++ i - J r �► \ °- , 1 \ 1 r 1:: ® _ - ' - R 00 / / / I // \ ♦ / / Ge / 1 \ 1 CRITI L I / / ,\41 \ / - J C R11A ONLEY / / / 6.3:380-82, / III l' \ \ \ - - /��s��' Ao ° c,� ��/�\ / A - - _ I SLOP / i 5/&/86 PLAT I I I /�/ 1 I \\ \v 9 0 - _ ` - ++ �� I ILOT 2� - - - - ♦ / \ �` 1 ; \ so O �1 1 r 9°I \ A ♦ / �� I 1 I / a I / I A � � 91, \ --- _ + �� 2.491ACkE�S - �'•.+ I \ 1 \ \ \ \ , \ 1 I ° ' /v CL I 94 / / / /�/ / // / / / / / / / / / / / / / / / / r 1 V V \ v v vv �Vvv�A �- _- - _ - _-------- --------- ---_-y - -----� i/ y/ / / / / / ,�/ / / I///l/ / / / // \_ -ys-y■ AI\\ \\V V ��\ \ r�'� \ A V�� A \\ \ VA � �AA\\ \ \ V \ 1 1 1 \ 6 $$° -NS�WSAC 940 -- Lu -920 v\ Is A 0 /7 JQ� v I OVERHEAD COT 3A----93932 0----\ -_--y ----____---y ---- / .�•`��.vAI�UTILITY _----- LINES - /I � suBJECz-- �- _ -� Q_ 6, 9A RE� \\, --- PROPERTY,-_-___ 9 - ��-- \ / \\ ( l I I I TYP.- - - - - / / / CL-A1 1v s /VDOX\ \ Zo.-- / / / /RIP-KAP- _L0r2� \ \ \ \ \ \\ \ \ \ 't l \ \\;�,= / \ / 920- - / gzo ---- / \ 1 l ► v y v y - _ _ - ; - // / ' /sv� �T�%}- v v3�1_0 ACRES_ v y--9,9 V A A \ \ V� \l 1 1 �� I` \� \ \� A l // /� /l i✓\C �/ LLI LOT 20 I A V A �\ ♦ - /\ s0 3�7ACRES ,' 36 RCP CULVERT � Ul VDH - / g� / - - - - - / % / / / v SEE DESIGN THIS SHEET1\ \\ MONUMENT 1 I I /� - - v _ ,yy -_- A/l/� ///\vvy�y y -- I l�� \��I AV - l �1 \ ( 1 � V A / //% / LLI FOUND /'/RE" -, goo / / // _ / / / \ --9 / 1 I II 3 1 \ \ i \ /LLI // ICE ISED�OT3_ /--� \/ // / �\ -` I1\Ill 1 11 / \ o-°a \ \\\ \ \�/ /f / CKTON REEK LAG / > 1 ) \ I� I�U ENT \ / / �\ ��/ /-\ - / /.� \\ \ I \ / \ / v / I /4.�6 ACRES, / / - // / v i // 1 ) I ,) A \ \ \ - P LE so A VA V / F UN v I / 1 T _ 1 / LOT 18 V r �.L0T3 I I �- \ \ \ \ \ \ / \ \ 2.05 ACRES o 1 \ VDOT CL A1- / � \\ \\.. SWALE (TYP� 8go / j\ �' \ f/ I 1 \ \\ \ \ \ \\ \ \ \\ ' --\ � f 1 1 // q�r� / \\ \�\ / LLI 899--- '-\/ / �' _ \\\\ \\ \\ NO-s-CALF_ \� / / // J / LCIT19 \ \ \\ \ \ \ \� //'/�J >i/� VDH \ \ \ / j �• '�� 1 I ! \ Q 3.43 ACRES MONUMENT //_,y� / FOUNDLE , I ES CRITICAL SLOPES // ----- _ I; I v / y� //// J I 1 I 1 I l \\ v-;yy�V / \A�� I T..69�5�\ \ \ \ \\\ 1 V A\ \ IF �/ / OUT w \ \ ' �i _ - � DH FREEMAN, ARTH' ', �'... \ MONUMENT JOANN F \_ \_ _ --_�� D 4 29ACRES \ \ \ --- - - FOUND - - - �- - � 7 7 IS` VDH � 1 / VDH -------- _ _ - \ �-T.M.69-19A7 -- - S r �- - =- - -- MONdME�I� - MONUMENT - �� - - SUS JDSEPH SCOT _ _-_- - _ _ = FflU�IZ - CRC QUIT -CRITICAL y TzE R_ \ - \ _ _ _ - _ RsOPES_ GRAPHIC SCALE AT FOUND _ - CASE UST ---- - - - -_� S E 15 - sLOPEs =_=- - VDH �rR-�_ -_ - - ��a� --- ---- _ v --------- 21ACRES - --_ ------ -- --_ - - - - \ = - - - - -= - MONUMENT F 80 0 40 80 160 320 �^ - FOUND \\ \ --- � --------- \ ---- �P- _ _ __--- \ _ \ --- - ------ ----_---__--_\ �&9 T � VDH _ \-------- --- ----- ---- HR2 \ \� MONUMENT IN FEET ) FOUND d ��NT VDH - MONUMENT _ \ 1 inch - 80 ft. z J C) Q 0 1 z 0 I' -^I 1v 0 m D U) W W U z 0 U 0 U) z 0 Q ZD J U 0 z LU Q C9 z 0 I- LU JOB NO. 222207 SCALE 1 r1=80' SHEET NO. 10 STORM SEWER io-YEAR CAPACITY CALCULATIONS TH 0 Design Storm Year = 10 DRIVEWAY CULVERT io-YEAR CAPACITY CALCULATIONS �t O Design Storm Year = 10 SCOTT R. C LINS U Lie. No. 035791,E �0 12/29/22 w� laNAL E���� z w U) H z O w U 2 � O Z O U z O � U O z O >>7 O LU O z_ (7 J p Zza>`) O � C7 w U) O ~ m U) C) w Q U) 0 o H U) O� Q Q w H p Ln z p z p z cn z O Q J z 104 d J O � z p a - g Q p m W � � p w af Q w J HI w O0 O Z U z z ~ O O U) U HYDRAULIC GRADE LINE (LD 347) CALCULATIONS Z w Design Year: 10 Project: Stockton Creek Subdivision Job #: 222207 Prepared by: LMW, PE can � LU w N N N N w N N N N H n M M 0)i Q p M\-1 N N O .--i + I + I Cl? M N z N Q w O' N w Q Q > 0 LLI � J 1 J > z z w O O 1--1 �--� a J z� ~ U 1 o ZD = co a I U LU Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW � (D Stockton Creek Lane MaxS=s.O% EC-2,Maxv�.Ofps VDOTCI.A1,n=0.072 LLI MaxV=3.Ofps EC-3TypeA, Max V=7.0fps VDOT CI.I,n�.086 ~ W z VDOT CI. II, n=0.095 U I ~ a U p z w z O U Lu O r�/� V J rQ V O O N Roadside Ditch Lining Calculations Job Number: 222207 Designed By: LMW 0 Stockton Creek Court MaxS=5.0% EC-2,MaxV�.Ofps VDOTCI.Al,n=0.072 Max V=3.0fps EC-3 Type A, Max V=7.0fps VDOTC1.I,n�.086 VDOTCI. II, n�.095 w w O w a � JOB NO. 222207 SCALE 1 "=80' SHEET NO. 11 POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAILU N RUNOFF INVERT STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME REMARKS INCR ACCUM ACRES C MIN MTN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.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 0.39 0.40 0.16 0.28 6.20 6.29 1.7 16 931.00 929.50 260.15 0.0058 15 4.9 3.6 71.3 7 5.57 0.35 195 195 9.00 5.58 109 6 876.50 876.00 39.00 0.0128 24 25.6 7.8 5.0 6 3.87 0.50 L94 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 9L5 12.3 19.9 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 L. Do Qo ZW Sfa Hr JUNCTION LOSS Vo Ho QiN ViN Q�*V; V`l2g H; ANGLE H� H� 1.3H� .SHE FINAL H INLET WATER SURFACE ELEV. RIM ELEV 889.68 41.78 I5 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 0.40 1.83 868.21 870.09 868.21 172.80 24 20.86 0.009 1.47 9.0 0.3 3A 209 12.4 258.6 2.4 0.84 16 0.23863 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 1.13 1.47 0.74 1.25 873.97 881.50 877.60 39.00 24 10.88 0.002 0.09 7.8 0.2 7 0.00 0 0 0.24 0.31 0.15 0.24 877.84 882.00 930.50 260.15 I5 1.74 0.001 0.19 3.6 0.1 17 0.8 3.2 2.434 0.2 0.06 90 0.11094 0.22 0.28 0.14 0.33 930.83 935.00 932.10 38.1s is a76 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 INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC CIO In 0.09 0.65 0.06 0.06 6.00 6.35 0.4 CIO Out 93L67 929.50 39.26 0.0553 IS 16.5 5.4 7.3 C 1 I in 2.20 0.40 0.88 0.88 12.00 5.00 4.4 CllOut 891.50 890.00 48.28 0.0311 18 20.1 9.0 5.4 C121n 0.98 0.40 0.39 0.39 11.00 5.18 2.0 C12 Out 905.00 904.00 36.54 0.0274 15 11.6 7.0 5.2 CL^> In 0.12 0.30 0.04 0.04 6.00 6.35 0.2 C13 Out 906.83 906.17 34.72 0.0190 15 9.6 3.2 11.0 Cl6 in 0.33 0.55 0.18 0.18 6.00 6.35 1.2 C160ut 89L92 891.00 43.79 0.0210 15 10.1 5.4 8.1 C19 hi 0.17 0.60 0.10 0.10 6.00 6.35 0.6 C19 Out 882.00 881.67 43.70 0.0076 15 6.1 3.2 13.6 C20In 2.61 0.40 1.04 1.04 9.00 5.58 5.8 C20 Out 895.75 894.17 41.35 0.0382 15 13.7 10.6 3.9 C211n 2.30 0.40 0.92 0.92 9.00 5.58 5.1 C210ut 902.25 900.00 42.20 0.0533 15 16.2 11.6 3.6 C22 hi 1.23 0.40 0.49 0.49 8.00 5.81 2.9 C22 Out 919.50 917.00 45.55 0.0549 15 16.4 10.0 4.6 C23In 0.04 0.55 0.02 0.02 6.00 6.35 0.1 C23 Out 934.75 934.25 17.37 0.0288 15 11.9 3.1 5.6 GRATE INLET COMPUTATIONS STRUCTURE Sta Sta T= C Area CA Iz Qz Slope Ea Sta From Sta To T= (min) C Value Area (ac.) CA �ccu,l Iz (in/hr) Qz (cfs) Slope (ft/ft) Earth (n=0.03) Jute(Sod) (n�.05) Riprap h" (in/hr) Q�" (cfs) Depth�o (ft) Min.Design Width (ft) VeL. Depth Vey Depth Vel. Depth (Depth) (Type) Note: Ditch terminates 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 STR 6 10+00 12+30 10.0 0.50 3.87 1.94 4.6 5.90 0.0700 2.8 fps 1.03 ft 5.60 10.84 1.11 ft VDOT CL I Riprap 8.00 ft CD CD w w w z 10+C ROAD CC LOW P STA: 10+14.39 LOW PT ELEV: 935.19 LOW PT STA: 10+57.18 PVI TA:lo+11.8g LOW PT EL V: 935.6o PVI LEV:935.1S PVI STA: o+g7.18 955 K:z.So PVI ELE :936.00 955 L C:lo.00 ,l (Dr) 0 LVC:8 .00 Op N Do O l0 O �Qi Ln M 00 O ri N + O WH i Ql LL ^ L+r) Lr) M Ql I1 + aM ll 950 " w '� HIGH PT STA: lz+04.96 950 HIGH PT 38.40 Wj m > W Lu PVI STA: z+49.1z 0 PVI ELE :940.56 w ° K:18.6i Q LVC:200.00 945 w W N 945 Lf)N � J � + M n � + M 0 O � W ll i l7 � / vi 0 Z > / Qp \ > 940 W 940 ~ u U V W � \�U) Lu0 z I \ 935 z ¢ j l.00% 3.00% 935 PROPOSED VDOT 6 = START OF o -3.00% STD. CD-2 NSTRUCTION \ 930 LOW PT STA: 19+75.27 930 LOW PT ELEV: 892.88 PROPOSED STORM PVI + STA:1 88 53 SEWER CROSSING \ PVI ELEV:885.97 \ K:z8.58 925 LVC:400.00 925 \ Llal \ O 01 00 EXISTING GRADE .. v „ v 920 \ ui w HIGH PT STA: 23+54-51 920 908.54 PVI ST :z3+oz.55 PVI EL V:907.76 ems, K: 1.88 ° \ LVC: 03.91 915 o 915 r� \ o� + + O 01 00 O M \ N N W W Ll 0i u m m ul > W I I 910 - w 50 /0 910 0 PROPOSED GRADE 0 o 905 D 905 STOCKTON CREEK LANE CUT/FILL VOLUME � CUT: 23,696 CY \ LLJ / FILL: 8,520 CY w � / 6 900 NET: 15,176 CY <CUT> 0 o 900 V PROPOSED VDOT \ / uj 0 U) / STD. CD-1 0 z 895 Q 895 \-PROPOSED VDOT 89oSTD. CD-1 890 PROPOSED VDOT ' STD. CD-2 / PROPOSED STORM FILL TO BE PLACED AT SEWER CROSSING 885 95% COMPACTION (TYP.) 885 88o 88o 875 875 PROPOSED STORM SEWER CROSSING 870 870 Cl M 00 Ln l0 N Ol Li') O al M Lf) 00 I� a) ^ Lf1 I� O r� 00 M O O M rl Lf1 N O 00 M ri Ln ^ M l0 ^ L.0 r� lD N M lD O 00 00 O O 0 N al Ol M L.0 00 ri lD O M N O Ln M I� 00 � O n N N LIl M c� Ll1 N l0 N I� M 00 O I� lD M Li, M M N M M 00 Ql N Li, N ri N N I� 00 r-1 M r-I Ol O ri Ln 't O ri a) 00 N CO Li) N I� M N 00 M 00 N � al M c� O Li) Ln O 00 00 O r� O ri O ri O 00 O Ol al al M Ol M Q1 al M al M � Ol M M al M a) al N al a) N a) al N al Ql r-1 01 al ri Ql d1 O m al O Ql Ol O 0) 00 Ol 00 CO a) CO 00 al 00 00 al 00 00 al 00 00 O1 00 0) al 00 01 01 00 al O al 01 O Ql 01 O al m O Ql Ol O m 10+00 10+S0 11+00 ll+SO 12+00 lz+SO 13+00 13+SO 14+00 14+So lS+00 lS+So 16+oo 16+50 17+00 17+SO 18+oo NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT zoo? ROAD AND BRIDGE SPECIFICATION 303.04 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. NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. z. 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. STOCKTON CREEK LANE 18+50 19+00 lg+So 20+00 zO+So 21+00 21+So 22+00 22+50 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 5 23+00 23+So 24+00 VERTICAL GRAPHIC SCALE 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft. 20 kR.C SC07--%k) S L-) Lic. No. 035791,� 12/13/22 SIONAL E���� z 0 u W J Zz a o Lu � w O Q u O Lu w 0 z z o o U) > w m W J Z F- z w 0 u F- 0 0 C� Z U) U) w 0 0 (10 z g a 0 a 0 w 0 U) z 0 w iaf N N N N N N LL' Q.^-I rl rl \1 00 N o -A �J w w z A z W 4 Z J J u M N co N CD N a LLJ J_ U) w O a U i w U) F w Lu U) w Q CD N Lu H� O OL 0 a O 0C F- Lu w W lu) JOB NO. 222207 SCALE lit= 50' SHEET NO. 12 z w Z J J 0 0 c T 0 U M Q N O Y 0 U 0 U O a 0 U 7 O O U O N 0 W U N N O 0 Q Q 0 0 m 0 Q 0 0 U O L Q 0 c 0 z w Ld z z w z J 0 U Q Q D U N N O c u 0 U O u) 0 W 0 Q W HIGH PT STA: 1o+1o.35 HIGH PT ELEV: 892.75 PVI STA:10+40.35 PVI ELEV:892.15 K:12.96 LVC:6o.00 Lf, Lf1 U) kD M I� M ri O N O O ri a) r� Ql + 00 + 00 glo ow °w g10 m w m w z O 905 0 905 0 LOW PT STA: 12+44. 1 U w O LO PT ELEV: 884.39 o z0rn PVI STA:11+70.52 U-a P I ELEV:883.52 O 900 z � O rl� o, w � K:26.21 LVC:200.00 goo F_ Dr)� u 0ui< U) w z N Lnri N N Lr)Ln z O Ln Ln�zz 06 +O 00 600 N 00 U WLu �LuzLu 0Lu 0 riw D 895 z U< U U> Uftf > u 895 > m > w 71 0 m w 0 .00% 8go0 PROPOSED GRADE O 8go 0 z / w u 00 885 1.00% 885 EXISTING GRADE 880 880 PROPOSED VDOT STD. CD-2 / PROPOSED STORM / 875 SEWER CROSSING 875 STOCKTON CREEK COURT CUT/FILL VOLUME FILL TO BE PLACED AT CUT: 71 Cy FILL: 14,174 Cy 95% COMPACTION (TYP.) 870 NET: 14,103 CY <FILL> 870 865 865 l0 Ln M O OO M ri LI1 LLr) Lf) � ^ Lf1 LLr) � N 00� N ri r4 ri �00 r-I 00 ri 00 �00 Q1 � 00 � 00 0 lfl 00 r, ^ 00 00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STOCKTON CREEK COURT 13+50 14+00 14+50 NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS 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. 05 some :•• 88o PROPOSED GRADE $75 STR-11 VDOT STD. EW-1 INV OUT=869.31 870 • :••, INV OUT= FILL TO BE PLACED AT 95% COMPACTION (TYP.) 5 1 K-12 /DOT STD. EW-1 INV OUT=82q.42 / 36" CL.III RCP 245.75 LF Qa 1.88% EXISTING GRADE NOTE: CONTRACTOR TO USE A CONCRETE CRADLE FOR THE PROPOSED RCP CULVERT ROADWAY CULVERT - STR Zz TO STR:Li go, • ::• • 895 STR-8 2.15' VDOT STD. EW-1 ENDWALL� 8go INV.=889.0 FILL TO BE PLACED AT 95% COMPACTION (TYP.) 885 875 Jim. o+00 goo _PROPOSED GRADE 895 2' MIN. STR-10 �' VDOT STD. EW-1 ENDWALL 8go --INV.=889.4 15" HDPE 46.62 LF @a 0.85% 885 EXISTING GF ADE 88o : N NOTE: PIPE BEDDING, BACKFILL AND INSTALLATIONS ARE IN ACCORDANCE WITH THE CURRENT VDOT STANDARDS. ANY PIPE MATERIAL PROPOSED AS CL. IV RCP SHALL NOT BE SUBSTITUTED WITH ANOTHER PIPE MATERIAL. ROADWAY CULVERT STR. so TO STR. 8 55 95 950 o z PROPOSED GRAD 945 0 w < J w ri Ln 940 w 1 o 0'tM > r-I M 935 z Liz )29.50 L 930 925 920 915 EXISTING GRAD HGL 'L 15" HDPE 260.15 LF @a 0.58% �o o cc) o 0 945 O � 0 n � 0 V) o � � —� 0 — M O M > in 05 in .> 0 O a'0 aMiZO > 940 a >> Ln Z Z Ln z M LnM � et o+00 0+50 1+00 1+50 2+00 2+50 935 930 15" HDPE 38.1E LF Qa 0.79% 925 STORM SEWER STR 18 TO STR 13 3+00 915 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. opt SCOTT R. C LINS U Lic. No. 035791 12/13/22 w4' o��ssj AL EIS��_ � z w 0 U o O CZ U F_ o _j J 0 z a > Z O � (� � w m z O U) < o w w o � z p o z o < O in cn u1 z g m W w o a J a Ck� w z = 0 z O w < N N n 00 CD N N Ln -A 1 N N M N .� d� 7 Co co N M a '7 z o w J N w Q 0 Q > 0 LLi U)z LL J 1 LJJ J > z LU W ~ L9O Cn O 0� a- > w J i--i Q =0 00 z U � un 0 W � Q � ul U Q z � ZLu w � O � j U w O JQ 200 Q CD 0 N Lu w w a- lLn JOB NO. 20 222207 SCALE 1 "= 50' SHEET NO. 13 Ho SCOTT R. C LINS'� U Lic, No. 035791 905 905 � 12/29/22 �4 ssIONAL ��yG goo goo U) z w 895 895 o w LU � � 0 z 0 0 0 M I� ^ O ZO O Q 0.6 89° g� 0 8go J z O p "pw z a> in z > `�) 000 i j z - w o w r-i z _ 00 Z D a m tie w M 00 -0 O J 0 0� EXISTING GRADE o 1.00 a>> 0 oO0 v a w a o V1 � z z > N m M � Q Ln Q 885 �^ �° ^ o0o 885 �/� o z o g Ln Nip u> VJ Z o a Q E) M r4 00 Ln I--z O In Z > Lr) 00 H Cn Q °FILL TO BE PLACED AT 00 z O W� w 0 95/o COMPACTION (TYP.) � _ > > a = w 88o "' ~ z z 880 Ce < w o z F- z cn 2 N / O z 0 O O z � F--°,t O � w 875 r 875 00 0 0 w 24" HDPE Ce n, . � 39.00 LF @a 1.28% PROPOSED GRADE ao — O � >> 870/1 66 �F @ 2 $�°�° 870 6o w — Q r*, Ln m m 865 865 24 HDPE VDOT STD. ES-1 172 go LF 1,z6% HGL INV OUT=862.00 2Lt' HDP1 4g% 167.9$ LF @ 86o 86o z C? m 855 855 N M M p c-I 00 M N O N O O a) lD LI1 00 ci p " z O O Lr)r� l0 Q L!1 N l0 O N ^ p 00 p r" M06 ao 00 00 00 00 60 00 00 00 00 00 00 00 00 00 00 00 00 N CD J w CY) a— N o+oo 0+50 1+00 1+50 z+oo 2+50 3+00 3+50 4+00 4+50 N 0 W Q Q STORM SEWER STR 7 TO STR 2 > O 7 w � J J > z `n O cn w L9 l--- 1-� 1-� (,n J L.L J O Q = 00 w w" U) w � z w < ul� 0 �-1 U 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 U) THE 2oo8 ROAD AND BRIDGE STANDARDS. U J NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH w o� 0 OF 4' OR GREATER SHALL HAVE STEPS IN ACCORDANCE WITH STANDARD ST-1 AS FOUND IN HORIZONTAL THE 2oo8 ROAD AND BRIDGE STANDARDS. < GRAPHIC SCALE 50 0 25 50 100 200 Q NOTES: low CD1. ALL FILL TO BE PLACED AT 95% COMPACTION. 0N 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 1.5' OF SEPARATION BETWEEN W/L & 1 inch = 50 ft. SANITARY SEWER MUST BE PROVIDED. VERTICALLu NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE o Lw SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL SIZE 21A OR 21B, FLOWABLE GRAPHIC SCALE Ln 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 1 222207 SPECIFICATIONS, SECTION 302.03G. SCALE ( IN FEET) 1 "= 50 1 inch = 5 ft. LSHEET NO. 14 945 945 HT. OF _ SIGHT DISTANCE=61o' — — — — — OBJ=3.5' g4 O — — 940 / HT. OF EYE=3�5� \ \ 935 / 935 / J / 93� / \ 930 PROPOSED GRADE (TYP.) 2 95 2 95 EXISTING GRADE (TYP.) g2o g2o / HT. OF OBJ=3.5' / 915 915 g10 glo 905 905 goo goo O O � c-I N � N ri � O ^ O � t lfl O dl N t M l0 N M M l0 M M M I� � M M O � � M 00 � M M N � M M L/1 N N N dl al al O'1 Ql Ql Ql Ol � Ql Q1 Ol Ol Ql Ol Ql 950 950 0 �' SCOTT R. C LINE U Lic. No. 035791,U 11/15/22 `�SIONaL z w 0 U � z z o U O U w O Z z a > o � � � w z O z Q U) M O w w ~ o o z o z O Q �■■� o (n M � � z � m g W LU o a Lu z = O Ln z 0 w N N LU N N L l a 0 rn M N M � z 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+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 N wCD � GOODLOE LANE SIGHT DISTANCE N N w Q Q > 0 W � z J J (n > z I (n O J LL Lu ce 0 > a- Lu Q U = oo z U � � W � ~ W W ~ Ul (� cC = U zw z � O U � U j W O HORIZONTAL J Q GRAPHIC SCALE 50 0 25 50 100 200 CD O N ( 0 IN FEET ) 1 inch = 50 ft. VERTICAL w O w GRAPHIC SCALE a 5 0 2.5 5 10 20 JOB NO. 222207 SCALE ( IN FEET) 1 rl = 50 1 inch = 5 ft. SHEET NO. 15 925 925 NH 0 t- 0SCOTT R. C LINE L) Lie. No. 035791 l�, �60 11/15/22 �IONAL U) z w 0 }U z } M z O � v o CZ U w O J Q Zz¢' o w 0�co� � Q cn �..� o w U) o o z o z 0 Q � z > m g W Q Q w Z = 0 H z 0 w N N w N N \ \ W —A CD rn L9 r 7 co N M � z O J W N W a Q O W zJ, 10+00 10+50 11+00 11+50 12+00 12+5o 13+00 13+50 14+00 14+50 15+00 15+50 J � STOCKTON CREEK LANE SIGHT DISTANCE — U) z w O U- L9 o > 7Q 0 U = oo z wU � � Cn w � C) W W ~ Ul cn oC (D w U � z mow/ z (2 O U � U w O HORIZONTAL J Q GRAPHIC SCALE 50 0 25 50 100 200 Q 1 0 N ( IN FEET ) 1 inch = 50 ft. VERTICAL � w O w GRAPHIC SCALE a 5 0 2.5 5 10 20 JOB NO. 222207 SCALE ( IN FEET) lit=.50 1 inch = 5 ft. SHEET NO. 16 g2o g2o 915 915 HT. OF \ OBJ=3.5' 910 \ gso \ / HT. OF =3.5' 9�5 905 900 900 895 895 / \ HT. OF \ EYE=3.5� \ \ PROPOSED GRADE (TYP.) 8go � 8go \ \ EXISTING GRADE (TYP.) 885 � I 885 880 80O 875 � 875 870 870 865 865 ri I� I� �D O O � ci rl v1 N N Q 00 O O ri Ql l0 O O L!1 O lD O O O O O O o0 O N M M O � � � O O L!1 O� OO � W Ql I� O 00 r-I Q1 V1 00 N Ql W dl M O l0 O Ql Ql Q1 O N O Ol � O'1 O � 00 � 00 � 00 Q1 � 00 ao W 01 � 00 Ol � ao Ql � Ol Ol � � � 01 � c� z w w w z77 Cons ation Plan Notes: 1.ALL TREES 0 BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 1 SLOPES GREATER THAN 3:i SHALL BE PLANTED WITH NATIVE STEEP SLOPE MIX WITH 1992 3.38 \ ANNUAL RYEGRASS BY ERNST CONSERVATION SEEDS (ITEM NUMBER: ERNMX-181) AT T.M.69-6L \ T.M.69-6C A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,000 SF. GRASS MIX IN THESE AREAS SHALL LOT 6 GIBBON, EVERETT E JR STUART TAYLOR SMACK \ FIELDS PROVIDE PERMANENT STABILIZATION AND SHALL NOT REQUIRE MOWING. D.B.5246-521 - - - _ 1.07 ACRES - _ - 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE D.B.3415-704,707 PLAT - - - - _ - - - MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLYAND ONLYTO SUPPORTTHE OVERALL 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER / - - - - - - - - - _ _ _ - - - - - �- - - �� �� HEALTH OF THE PLANT. MANAGEMEHIT FACILITIES LOCATIOHIS SHALL BE COORDIHIATED SUCH THAT THEY SHALL - - - - _ - -01 NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. ® 3 ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN - _ - 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET of THE OUTSIDE DRIPLINE of TREES i� / - - - - - - �o� ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN TO BE PRESERVED AND PROTECTED. / / v ti ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY / ® ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE - OF TREES TO BE PRESERVED AND PROTECTED. LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF / / -� fib" \ \ 6. No LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS / / \ LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THEVIRGINIA DEPARTMENT OF TRANSPORTATION. BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY / \ too YR FEMA ti �� ALL TREES SHALL BE PLANTED A MINIMUM OF 'AWAY FROM ANY SIDEWALK CURB OR ENGINEERING DEPARTMENT. 5 Q 4 3 FLOODPLAIN ® ASPHALT TO MAINTAIN A MINIMUM CLEARANCE ZONE. STREET TREES PROVIDED 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, CRITICAL �., SLOPES TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE / / PROPOSED VDOT \ \ ON AVERAGE 5o O.C. AND 5 10 FROM PROPOSED UTILITIES. PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS / , �� RIGHT-OF-WAY DEDICATION OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING / \ C SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL / : / ti ®v SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. 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 1 / REVISED LOT 6 ® SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE / SPECIALIST. / STOCKTON CREEK LLC A ® 2.63 ACRES .B.5 3 A PG.614 \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE / D PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON , BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND , ��Q LOT®� �\ MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. \ ti 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION / / \ 4.49 A RES )S S CONTROL PLAN MEASURES REMO ED URING THE FINAL CLEAN- P / / \ /�� 0,� FHB \7 �, Source: Va. DSWC Plate 3.38-2 LOT 12 ss/a � V / FS NOTE: ALL STREETS WITHIN THE DEVELOPME T SHALL BE MARKED LOT 9 \ 2.40 ACRES \ FTegc 0 WITH NO PARKING SIGNS ON BOTH SIDES OF�TH 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 LOT 3A 2.07 ACRES O 0 T.M.69-19D REVISED LOT 3 STOCKTON CREEK LLC 4.56 ACRES D.B.5504, PG.614 LOT 313 2.49 ACRES 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(TOTALSITEAREA -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 TOTALTREE CANOPY ON PROJECT SITE= 468,165 SF (10.75 ACRES) 4. Equipment Operation and Storage: Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dtiplines of trees to be saved. S. Soil Erosion and 9tormwater Detention Devices: Such devices shall not adversely affect trees to be saved. LOT 17 6. Fires: Z1 Fires are not permitted within 100 feet of the dripline of trees to be saved. 6.19 ACRES ;4 (9 7. Toxic Materials: t I ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. / LOT 21 / I 8. Protective Fencing: / ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. I / 3.10 ACRES 0 I 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. / LOT 20 \ I 9. Tree Wells: 4 6 ACRES ® When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail 0. / \ submitted for approval. , CS10. Tree Walls: SLOPES ESL \ \ \ ® 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. \I V� 11. Trenching and Tunneling Z1 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. Lz. Cleanup: EXTREELINETO OT 8 ® Protective fencing shall be the last items removed during the final cleanup. / REMAIN (TYP.) 1 2.0 ACRES 13. Damaged Trees: EXISTING \ / ® Damaged trees shall a treated immediately by pruning, fertilization or other methods recommended by a tree specialist. / STREAM TO \ NOTE: IT IS THE DEV OPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION � '' / REMAIN \ REQUIREMENTS. 4 8/17/2022 TREE PRESERVATION FENCING (TYP.) LOT 19 \ - \ CRITICAL I 4 ACRES SLOPES 75' SET CK 256.2-' PROPOSED DETENTI0_1_ FACILITY T.M.69-19A7 vy� CRITICAL JUST, JOSEPH SCOTT & SLOPES CASEY RJUST 21 ACRES NOTE: LANDSCAPING PLANTS AND TREES WITHIN OR 80 ADJACENT TO INTERSECTION SIGHT DISTANCE TRIANGLES MUST BE MAINTAINED IN AREA BETWEEN z AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. OWNER SIGNATURE CONTRACT PURCHASER SIGNATURE T.M.69-50 FREEMAN, ARTHUR H OR JOANN F 47.729 ACRES GRAPHIC SCALE 40 80 160 ( IN FEET ) 1 inch = 80 ft. (DATE) (DATE) 5/1/06 Page 1 of 1 320 0 - SCOTT R. C LINS Lic, No. 035791 � 11/"/22 �� `_' J ONAL Uz ZZE O~ a U (n U) w 0 z O > W w I; H Z w O rU z O o- o C > C7 z j Ln w 0 i a i to z j J ] d ]o �ry -w O I- z O w ry fV rV LU N N H n Lr) 0 00 o .A r N WC:) N N W Q Zw J_ Illllllllllr > in Zw w J� w J(If L�� z Q 0 Q O z Q z O U) z > Q ~ U � � COW Q D z U) g W W U z O U O U) I- LU w 0 w a � JOB NO. 222207 SCALE 1 ft=SO' SHEET NO. 17 6H-52 April 2015 A,ptii 22015 Page 6H-53 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 emerging from that roadway will encounter another advance warning sign prior to this activity area. 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, toscillating 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, oscillating, lights. 6. Taper length (L) and channelizing device spacing shall be at the following: April 2015 Stationary Operation on a Shoulder (Figure TTC-4.1) 1 Page 6H-15 G20.2 (V) 500' + - 80' - 120' 1- SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 ILLUMINATED FLASHING AMBER (CAUTION MODE) SEE NOTE 7 TYPE B OR C Taper Length (L) channelizing Device Spacing - Speed Limit Lane Width (Feet) Speed Limit (mph) Location (mph) g 1 10 1 11 1 12 0-35 36+ m SEE NOTE 6 25 95 105 115 125 Transition Spacing 20' 40' 0CHANNELIZING 30 135 150 165 180 Travelway Spacing 40' 80' DEVICES SPACING 35 185 205 225 245 Construction Access* 80' 120' SEE NOTE 6 40 240 270 295 320 * ss Spacing may be increased to this distance, 45 405 450 495 540 but shall not exceed one acceerr/a mile. SEE NOTE 2 50 450 500 550 600 On roadways with paved shoulders having a RIGHT W21 5aR width of 8 feet or more, channelizing devices SHOULDER SEE NOTE 1 55 495 550 605 660 CLOSED shall be used to close the shoulder in 60 540 600 660 720 advance of the merging taper to direct SEE NOTE 2 65 585 650 715 780 vehicular traffic to remain within the traveled sHouioee i RIGHT 70 630 700 770 840 way. SEE NOTE 1 cLOseo Yi i— SCLOSEDR W21-5bR AHE0.[i AHEAD Minimum taper lengths for Limited Access highways shall be 1000 feet. SEE NbTE ?_ Shoulder Taper = % L Minimum ROAD ROAD SEE NOTE 1 WORK ti WORK W20-1 7. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. AHEAD AHEAD 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 "ROAD WORK AHEAD" SIGN (W20-1) "END ROAD WORK" SIGN (G20-2) I "ONE LANE ROADS r'RIGHT SHOULDER) "BE PREPARED TO AHEAD" SIGN CLOSED AHEAD" STOP" SIGN (W3-4) (W20-4) SIGN (W21-5Br) \ ��5Av �rn °y �A CP CP a 0 V'> 0,cp- 0 1P W20-7 SIG SUBJECT - PROPERTY, TYP. Typcal Traffic Control Lame Clmnre an a Two -Lane Roadwav Using F7aggers (Figure T1•C-23.1) 1 OTES G ddaance_ 1. Sipi spacing disMncca should be 350L 00'whsm the posted speed limit is 4S nTh ar lass, and 5007 400' where fire posted speed limit is greater Phan 45 mph. 2. Caw she uid be exercisod when eswblishft the limits of the work gone to insure vitaimitm possible sight distance in cache ante of rho flogger station and transition, based on the posted speed limit and a7t least eoaaal to or greener than the values in Y-able 6H-3. Goleralf'- speaking, viotorists should hmw a clear line aafsight f om the grophirfla g Fer stmbci sign to the,17aggar. Qpiicrn-- 3. -%rhffe RiRW-of-R a,,' or 1aeemenic eondifions urevent the use of 48" x 48" SiM&- 36" x 36" sites may be used. Standard: 4• Flagging stations shall be located far enough in adrauce of the work space to permit apprGaching traffic to reduce speed aad'or stole before passing the stork space and alloys Sufficient distance for depai ng traffic in the left lane to return to the tight lane before reaching opposing traffic (see Table 6H-3 on Page 6E-5). S. All flaggers shall be sraw certified and have their rerd&adoa ca1'd in their possession 'When performiisg flagging duties (see Section 6E,01. Quali5catious for Flal¢=ers). 6. Clone spacing shall be based on the posted speed and the values in fable 611-.t on Page 6H-6.@ 7. A shadow vehicle -with at least one high intenlAtY amber rotating. flashing, ors Gscillaring Licht shall be parked 80'-120' in advance of the first work greys. Fl(7rd= S. A supplemental nagger may be required in this area to give advance iv. -Thing of the open, tiDn :ahead by slowing apmDachinc traffic prior to reaching tile flogger station or quelled traffic. Gui lame: �. Zf the oueue of ma:,T2c reachay t)ie Bc". PREPARED F(7 STOP t�'� 41 sign then The sig is, and ifrrsed the portable terrlporar) raarrlble strt f7°TRS;il, should be readjusted at g7elater-distw2ces- 10_ Tt-7a01 a h gllTlairl -rani crassirg exists within or rrpsrrwnj of the rra nsition area and it is anticipated that giwites rlesultrng f•arnr the larw clomrre might to -land thmiei the highwgy-raid ggaade crossing the temporary trufc control one should be extended sea that the i?ansldan area precedes the highway-rad crossing fsee Figure YTC-56 for• additional information on highwen=rail a;rossingsl. Standard: 11. At niglit, fiagger sta-does shall be illuminated, except in emergencies (see Section 6E.08). titan_ 12. Cones mU be eliminated whm using a Not vehide operation CYr when the total madany Width is 20 feet or less. r 13. For 1ov�_ vo1111i11e situations r+,^tth short work zones on straight roaldvT;alys n'hera= the flogger is visible to mad users aplrraacbmg from both directions- a single dagger- positioned to be %isible to road users annrcraching f-om both directions- maybe used (see Chapter 6E). Standard:l 14• 11llen approved for use. three portable tempas-ary rumble (PTRRj strips shall be installed across the entit•e n•av-el large ad}arenr to the BE PREPARED TO STOP M-34) si4n. The portable temporary rumble strips shall be monitored and adjusted as necessary during the work shift to ensure proper placement on the roadway. Whea The FURS are installed, the IRL LE STRIPS AHF_1lD ("i 20-3 26) sign shall also be utilized, Posted S aed 0-35 36-55h PTR.S Spacing (C eorer to Center) Feet 8 poet 1: lien. -ion I - a 1.21)1: Q � Z- soQo Lyra, oP.'r- ip. s -7' A EXISTING GOODLOE LN STATE ROUT (30'PRESCRIPTIVE 'E SEMENT) GOODLOE LANE GRID NORiH VA-S SPC O O O SINGLE LANE CLOSURE ALONG GOODLOE LANE REQUIRED FOR MILLING & OVERLAY WHERE THE PROPOSED ROAD CONNECTS INTO EXISTING PAVEMENT W20-7 SIGN O Lane Closure on a Two -Lane Roadway -Using Flatggers (Figure TIC-23-1) QY3I1 Ilona, gVg11 TnHy flruu Y•1 3ko av2lrf WAN - TT9nnr dOls t _ _ _ 1E20-2 �V) Q3llYd'Jtld - �� I - 12 --or rn rr 0 + N01V.LS HE Ulan i ~~ Q� 54'- 1W B SEE NOTE 4 r 80' - 120' SHAD0W VEJ1 ICLF= REQUIRED a4 5EE NOTE 4 [s 43 - 50' - 100' ' FLAGGER STAT ON SEE NC7TE 2 SEE= w NOTE 1 � +0] Lu IN Q7 w SEE WXF1 aroDa NOTE 1 BE aN� AIfiEEI W3-4 SEE tb ST4P SEE NOTE 9 PORTABLE NOTE 1 1 TEMPORARY RVMBLE *29•V25 RUMeLF- STRIPS 5rRH3 SEE NOTE 14 SEI NOTE 14 � SEE AHLM fOPTI DNAL) @IOTlE: 1 Allux i SEE l NOTE 1 R4AE5 � 0147A!( L1V2C•-1 AI1FA0 1: Revision 1- 4:1,1 @1: "END ROAD WORK" SIGN (G20-2) "BE PREPARED TO STOP" SIGN (W3-4) April 2015 Table 6H-2, Taper Length (L) Page 6H-5 Posted Speed Limit (mph) Width of Offset (Feet) 9 10 11 12 Remarks <- 25 95 105 115 125 L= S2W160 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 %L being the minimum. Table 6H-3, Length of the Longitudinal Buffer Spaces Posted Speed Limit (mph) Distance (Feet) <20 115-120 25 155 - 1651 30 200 - 210 35 250 - 260 40 305 - 325' 45 360 - 380 50 425 - 445 55 500 - 5301 60 570 - 6001 65 645 - 675 70 730 - 760 1: Revision 1- 4/1/2015 "LEFT SHOULDER CLOSED AHEAD" SIGN (W21-5BL) "ONE LANE ROAD PROPOSE AHEAD" SIGN (W20-4) VDOT R/W DEDICATION z F ® F F c ) 0 E E F E � !/ / 0 FF F E ��L`fl �`Q� ® E E F �ll`���A� ® E ® E E F F f F � E�FE E Fi �` Q� j E F E F F E f F / �o C)E F F E E P,0 0 E E E E / E � F E F F F F "ROAD WORK AHEAD" E E ®F S E E E F F F� F E E �` E ® � E E E E F� F E� E � F E E SIGN (W20-1) ®< E F E E E E F E E 0 F F F E F F P E k ® E E � E F E ® E E F E F E � E E < E E•\E � E� E E ®F f E E F E E E E .� O 0E F E F E E <- E F E E F <\E E E 011 0 F E E E F E F F E F �:F F F E F ®� E 6 GRAPHIC SCALE � e F F ® SO 0 40 80 160 E F � � E 0� C� e F ( IN FEET ) 0 <- 1 inch = SO ft. 0 F 320 �� O SCOTT R. C LINS�� Lie. No. 035791 '���'S��-1' 5/22 ONAL EZS Z O �► U 1 w ( ZO z a 2 O '-' w . an � ICI � U w Q ( o r o z r z O O can c W w an a ; J z i 0-vJ� Cn Z ~ Cl? co N M i n co I— Zw w 0 C) N IRM � W W a U) JOB NO. 222207 SCALE 1 "= 80' SHEET NO. 18