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HomeMy WebLinkAboutSUB202200057 Plat 2022-05-10STOCKTON CREEK SUBDIVISION PRELIMINARY PLAT GENERAL NOTES 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 AT7N. 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. 06900-00-00-019JO (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, IMP 69-19E, IMP 69-19F, & IMP 69-50B ALL HAVE (2) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. IMP 69-19H AND IMP 69-19J BOTH HAVE (4) DEVELOPMENT RIGHTS AND MAY BE FURTHER SUBDIVIDED. IMP 69-19B HAS (2) DEVELOPMENT RIGHTS BUT MAY NOT BE FURTHER SUBDIVIDED N THE CURRENT CONFIGURATION. SEE SHEET 4 FOR THE DEVELOPMENT RIGHTS ANALYSIS PROPOSED USE: 15 SINGLE FAMILY DETACHED (RURAL RESIDENTIAL) LOTS OPEN SPACE: NONE (NOT APPLICABLE) RECREAT70N AREA: NONE (NOT APPLICABLE) CRI77CAL SLOPES: CRI77CAL 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 WATERSHED: LICKINGHOLE 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. INFORMA7ON FIELD VERIFIED BY COLLINS ENGINEERING IN DECEMBER OF 2021. DATUM: NAD 83 EXISTING VEGETATION: EXIS77NG 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 DEVELOPMENT 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 PROTECT70N ORDINANCE. SEE SHEET 2 FOR THE LOCATION OF THE STREAM BUFFERS. RETAINING WALLS: NO RETAINING WALLS ARE PRPOPOSED. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS W17HIN 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 SECT70N 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 NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE W17H VDOT AND ALBEMARLE COUNTY STANDARDS. 4) EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER WITH PRIVATE TRASH SERVICE FOR PICKUP. 5) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 6) 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. 7) ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPEC77ON PERFORMED BY THE BUILDING DEPARTMENT GENERAL BUILDING DEPARTMENT NOTES.- 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE /N THE PUBLIC SEWER, THE FIXTURES 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. 2. 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. SUB2022-00 WHITEHALL DISTRICT ALBEMARLE COUNTY, VIRGINIA SHCq . LAYOUT g T.M.69-61- LM.69-6C �� ^� LOT6 �� EMSON, EVERETTEIR STUART TAYLORSMACK FIELDS D. 3.5246-521 ---- \ 1.07 ACRES D.B.3415-704,707 PLAT �_ - _------ ---- -- T.M.69-S1B T.M.69-19G \ • ' " _ ' - +` FS RT / MCQAf E'LDS`DENISE / REVISED LOT6�p` STOCKTON CREEK LLC \ �. - ' • •�;: .\ �4�Rp71F t• 2.80 ACRES 2.63 ACRES . • -- :. = - " " i D.B.5504, PG.614 \ \ 0' \ i % \ `-•'0.`'° �-•:.,ter••' `. • ` "."_' -. "_�- ' •� .`; ..• •\ LOT 13 5.05 ACRES LOT 12 LOT \ / 2.41 ACRES \ \ \ \ / / e�y, \, a•. 2.98 ACRES \\ / \ / / ".y-" AAPPPRR�IRM ATE ` / S OVERHEAD `_ `` `, .•� \) UTILITY 2.20LOT'aACRES� \\\ / / LINE •`, �•`•.`y" 3.95 ACRES Co / r T.M.69-51H GATES, JAMES P OR KERRY D 2.148 ACRES REVISED LOT / b•.• "`: E C ACKERMAN TRUST D.B.4733-23 / / \.. _ - LOT 11 / / \ \ \ p, D B.4733-20 & 21 PLAT ,Q y y r - -.. _ \ ) / \ LOT 15 / b "• - ",'1 D.8.4456-044 / / ' �_ _ -� - 2.73 ACRES / \ 2.40 ACRES D B3530-234 PLAT i � l � -- - � � �.. �-v � l l /� ��' / A \ \ V / / � ��". • ' ` �• obi LOTz3 2.02 ACRES / A \ �- \ _ LOT 16 \ 2.25 ACRES \ \ / �o T. LOb9-6G T 1% / ` / LOT 22 / 06 - PO4E. FRANK DON LEY & / / / / 2.49 ACRES / / / �� ` •4,, . CARLA D0-82, / / / / I / a - OVERHEAD UTILITYo" - / LOT17 LINES °d " / A 6.19 ACRES / LOT 21 LOT 20 3.10 ACRES / 3.477 ACRES T.M.69-19D / / I I / LOT 19 REVISED LOTS / / I I 3.43 ACRES \ pOLE STOCKTON CREEK LLC 4.56ACRES ( / I I \ \ 2.05 ACRES Q' ----/ O T.M.69-50 FREEMAN, ARTHUR H OR JOANNF 47.729 ACRES T.M.69-19A7 JUST, JOSEPH SCOTT & CASEY R JUST 21 ACRES IMPERVIOUS AREAS. Proposed Roadway 50,095 sf Proposed Sidewalk 0 Sf Proposed Driveways 15,000 sf Proposed Residences 67,500 sf 132,595 sf OVERALL ACREAGES TOTAL ACRES OF LOTS. 46.76 AC (94.99) TOTAL ACRES OF OPEN SPACE: 0.00 AC (30.37) TOTAL ACRES OF ROW: 2.51 AC (5.19) 2N/ T.M.69-50C1 FLEISHER, MITCHELL A & LAURA L FLEISHER 55.514 ACRES 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) SUBJECT SITE Brookville Manor B%rohksville Manor Blue �3,4d j� ROUTE 250 - Greenway r i VICINITY MAP SCALE: 1" = 2000' ROADS LEGEND a EXIS77NG CULVERT 0 CULVERT ED Q DROP INLET & STRUCTURE NO. CURB a CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH DEPTH OF EC-3A DITCH EC-2 DITCH DEPTH OF EC-2 DITCH EARTH DITCH DRIVEWAY CULVERT BENCH MARK CLEARING LIMITS 200 EXIS77NG CONTOUR 20o PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVA 77ON PRELIMINARY PLAT SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 OVERALL LAYOUT PLAN & SUBDIVISION PLAT 4 OVERALL DEVELOPMENT RIGHTS ANALYSIS 5 ROAD PLAN 6 OVERALL GRADING & STORMVVATER MANAGEMENT PLAN 0 APPROVED by the Albemarle County Community Development Department Date: 5-10.2022 File#: SUB202200057 Application Type: Preliminary Plat Lead Reviewer: Kevin McCollum TOTAL SHEETS APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SCOTT/R. CbLLINS'Z Lic. No. 035791 p 3/21/22 114 �ij Z z 0 U w in 0 ` o / LU w W Of W LA ZC") r ti Cl? 00 CV C'7 1 W CN O CV W \"\ Z1' W/ J J_ >//� W LJJ O J U LU I - in uJ//� Z LU - W LO-M I w a Q I..L z I--1 LU IZ O t--I W D LU LU U z O O W LLI 222207 SCALE 5 SHOVE SHEET NO. 1 NOTE: COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. \ \ N73'26'07"E 2.53' T.M.69-6L \ T.M�.69 -6CLOT 6 STUART TAYLOR SMACK S70'00'00 \ A\ \ \ GIBBON EVERETTEJR � D.B.5246-521' C9 C 10 25.00 \ FIELDS \ \ \ \ \ \ \ \ - - - A VA \ �� 1.07 ACRES D. B.3415 704,707 PLAT I IS \ 1 , S70'00 00 E \ \ \ \ \ N05'10'43';W 155.67' �3 \ \ \ A �r pp S T.M.69-51B v \ / l \ \ V �/ �� `�" A < MCCLANAHAN DENISE. A v \ / —REVISED LOTfi '1 � � � � - _ r p,,\e \ � p Fj8`C RT � \ \ N05'10'43"W 7.0� Y 0 �'/p J^ \ \ \ \ FIELDS STO2.630AC ACRES LLC A �dg4i f \ �, `�' . �� � �RN ��F F 2.80 ACRES \ \ V A \ N05'10'43"W 23.27' / R.B.5504, PG.614 L \ 2p92p„ o ,RpgO NTH \ CRITICAL SLOPES \ \ PROPOSED � ` N92'3fi�1'�9.23 \ \ SEPTIC.- \ _ IS oY - _ _ - �ti V V A \ \ DRAINFIELD °e,�� �o -NO2'-36'21"W / r / \ \ — — — \ '--- © 100.42' �l 0 9 — i V \q� p -- - - - - -- iaoYR r / / ,� 73 . - _ O p� FtOODPLAIN \ N023621 W� �� — A \ 2R- h ------------------------ __ 40.00' `/ IS, — �o \ -- - - --- o r a \ \ L T.M.69=19H - ------------- -- �APPROXIMAT REVISED LOT7 --,- CICATI©N STREAM p \ \ V v 15 — \ A 11.03+/- ACRES ---------" - _ V 1 \ \ \ 562 W) ��� \VA OES3 OVERHEAD 166. 7 \ Op \ UTILITY \ \ 7 - AA VA U \ VV '-- - VDH -Q9-pF MONUMENT LOTFOUNDREVISED�0454> TM N�4'5�1 4.637CRE5 POLE��5.3T - --s�-- \ ° �A T� .MA� .69-I 51H�l \\ \� � (-ATFC iflMFCP(1R \ O, O�I, . e - L.14b Hl.tt f_J i 4V 'V -77, , , , O� Q�v U2e qQw b ,, •, A • �_1 , , , ' - --- -- - -- - - ----- -- , �T.M.69-6M 0RE\SEDLOT7 IS T. 9-1oj E.C.ACKERMANTRUST DRAINFIELD', --- REVISED LOT 8jQ AREA A S18502 E D.6.4733-23 IS � _ �\e .°,D.B.4733 20 & 21 PLAT ACRES ' 8.92+/ D.B.4456-444 o D.B.3530-234 PLAT do� � �Q 0 o ` EXISTING DRIVEWAY 01 Q % SEPTIC �00: �� __ _ EREMOVED �' ' a TO B � 11 jl DRAINFIELD oo. F \ ,�ioo,ti�g-- - -- ------ oO \ �j po � AREA �. s -- e 9-51 ' �Q / N05'50'52„W / -- C `'o r, o \ \ .� �� GRAVES LL 115.2.4' 1 �/ a h s �• _� .� F o9A 26.988 ACRES -�_ / T.M.69-19E �� S A REVISED LOT � ,, �� n `,�� , , ,� „- - _ � � 4.62 ACRES y, IS �8 ', o P� / g O. 41 i N05'50'52"W cR, Ao o ° \ 104.98' IS o IF - A\ o r", V v T.M.69-6G/ �A N05°50'52"W 1 F / �%j• ,'/ F' LOT 1 830 '-----------' g_ ;QSTING STRUCTURES _ _ I i REAM ioo' WPO STo749 oBE REMOVEDfYPR & 9NRCARLADONLEY i ! l D.B.3380-82 i / -- -----_ -__ o 85 & 86,PLAT / I ?3S' -- ------ - 1 , , IS N6T50'Ol"E� 427.7 o Op ti 24.01 - — 3 0 �^ / ,- �o----! 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MONUMENT - - - V \ V 181.0 SCOTT/R. Cb'LLINS'Z Lic. No. 035791,1n p 3/21/22 "14 J E m Ln Vl F- Ln Z Z " 0 O a o �••� U w co in co Z Ln Ln / u r W 3 W a z uj a N W N Q N M 0 �A Z� ti C'M (h 0) CV 0000 J OL W C\jo z N Q g W N z z �r-i O F- LU J J LuO > Lu W z as U) _ O z z Q � O 2 H W" o 0 Y CD O Lu ::D U ul - U Y z_ Lu H LU LJJ x Lu z U U z J F o J < LU O V) ®N u a U JOB NO. 222207 yy SCALE 1 II = 80' SHEET NO. 2 T.M.69-61- T.M.69-6C v- — \� \ \ V A \ LOT 6 / �, A, �,, VA GIBSON, EVERETT E JR v v v \ \ O \ - STUART TAYLOR SMACK \ FIELDS v D.B.5246-521 'i _ _ - A AA \ 1.07 ACRES - - - - - _ _ v \ SCOTT R. G>7LLINS Z D.B.3415/704,707 PLAT v v v v L� Lic. 3 0. 035791 n °pow /21/22 ;yj _ \\ \\\ \\ \ \ \ _ IS - _ e �s - _`— _ - -�--� \,\ \I A SION f J \ is \ -51BT.M.69-19G OR T.M.69 —REVISED LOT 6 \ V A A MCCLANAHAN, DENISE ,STOCKTONCREEK LLC \ iooYRFEMA u- ��� �.TUR Tj�FO FIELDS v \ V A \ A V A \ '2.63 ACRES FLOODP R.6.5504, PG.614 LAIN � �� �' NA7 F 2.80 ACRES � \ ��os� \ \ o �_ ` CRITICAL SLOPES- �� IS V _ Ca Ln Ln ©_ _ 0 ' LOT i3 �� �� `� �� / 1 / \ V� v Z z _ 0 c� \ 5.05 ACRES , , 1 v, �� a ---- - ------------- a �K�rP� /T �i U o' r -tee _ o q% / Z z tco o ''' A� LOT12 \sip ---- _ % ca / — \ ---_ 2.41 ACRES -�sTe ----- - --- - PROPOSED- - --- - G �? \ `n 3 — e F LOuj T 9 V -0&AINEI ELD �' " �- a z 9 ACRES v '� �/� v - _ - _ -_ -� y� Z PRl'�POSED��O ' �o - ---- -�_ -�a � �owC DRAI�IFIELD . v\� V} - s LOT 10 \ `�� ' 4'9� _-_ .PROPO E{S� .� •� �_` \ �I \ E 2.20 ACRES DRA (LD V A � 4 AD v�o4 �/co a LOT14Oo VDH 4,,5 HTDISTA E=61a�_ w v - V °_ MONUMENT V v -V III F1ED,I EFIE�LD v --� � s � ---- 3.95 ACRES o 0 FOUND o \ 1 \ 0� tea, - - �� ROPOSE�� , ��F�� �v v , --- - -\ 5% T.M.69 51H v Q / - D . DRAINFIELD n ioo' WPO STREAM o \ \ w N �� _ BUFFER \ GATES, JAMES P OR - 2Q000SQ. FT\ ��� �. �.�� / �o KERRYD o BUILDING V i PROPOSE \ ^ l �i o 2,148ACRES - / o \ \ o DRAINFIELD a,� �' , A-� \. O _ 25000 SQ F j/ BUILDING, \ FS ! V �� _ _ V _ v T.M.69 6M PROPOSED/ i�� v �Q REVISED LOT / - — �p �q i - _ DR�aNFIELD o� / \O vL9 E.C.ACKERMAN TRUST / ,'3 A Oki �so� \ �. �\ y - - -�- -- — 3OO' % �� o l �� D.6.4733-23'� 1 � � 1 -- SMpNsp�so%FiE o w o LOT 11 Q _ -- D.6.0 & 214LAT \ l �, --� Fore' Z, L(�T 15 D.BD.B 3530 3 41PLAT _ �_, _ -���To>W� RROPOSED 2.73 ACRES �'. 0 ES ° � �\ zoo C'M p - �./�RAINFIEL[� Q@O/ , �` O(yj 4 ACRES \ Cy) `��-� -- _ '.��� PoNJ w N __ \ , \ r n� /�� 8\" e T. M.6$-5� PROPOSED- 0 O O g ---- \� 1. y n v rr J+ 200, " r. •� ,GRAVES A M s�L� _ /RAINFIELD l i� o, t`Cy II r`RROPOS�D \ \ \ ' ' \ `\•- \ -- O ,) " �� 26.988 --- Q 9 ACRES LOT 23 RAINFIELD A �' , / --- \ O � �- 'J 0CD 2.0' ACRES /D \ 3z� 30 \ ryhh / o s�o�y�p2S� \ -- 1 A N a <G A N 1 \ o LOT' 6 _ \ I \ _ / • � � \� � � � Q �. Z r S o \\ `. . - ACR ('1 /� / T M 69-6G . / / F `� PROI�OSE D` \ _ - L� r -i r ��S Fj2p--: - - 8 2 5 / �\ LOT 1 �a' LOT 22 NrsETe� 1 .�4 E� Doi FRANK DONLEY & j q a \ �� 2.f�9 ACRES \ \ J CARLA DONLEY \ \C c - --- �� \ �� r 30,000 SQ.FT. o: Lu � D.8.3380-82, - - - ` \ \ / �m� \ \ ��' - _ _w --- / �p BUILDING ° \ �■ i 85 & 86 PLAT 30 000 SQ. - \ �, I o 0 - - _ SITE U) BUILDING ----- � \ '� -I � (TYP.) o y� LLJ ---'S__� (S PE) �� ��� RAI FIE,. �j zb Q O� A i V '� u_ T -- -6'. ��_ PROPOSE �� �' /q / I I - _ �+ i _ - , 'I , ?Qp� Ik�J G�� / LL J - \4' - - ------ _ LOT 17 ova � _ - - , 4 /z < o A� � \ ��`. 6.19 ACRES C) / SIGHT DISTANCE= 610' - - -- / VERIFIED IN THE FIELD -- --- F Y - - - ---- -� T`- -moo_ - -�_.'3 .1. 0ACRES- CRES LOT2O _---_ H .R�WOODED 6A --V VDH _ MONUMENT, \ PROPOSED --- % I5 �/FOUND ORAINFILo M.69 WWREVSED LOT LOT19 .�R��s� EbidFVDH --- 3 4z STOCKTON CREEK LLB 3 ALRES MONUME 4.56ACRES, D AINFIED FOUND 2'05ACRESLOT 18D.B.5504PG.614v U) Lu 00 VDH \/ } �J _ yPROP SED Q AONI�MENTRAIN IELD 'P0 // / l C� FOUND � IS /� _ - �� %/ / O - _ -_ CNI - - ,- - I 256 zl - - 75' SET BAC_IC{T p� _ae� , - / - -� - - ._ / FREE R H OR --- �� �� 362,p .' io ' � r I , r � I I � � `� T M 69 50 y' ,�' I , I � �, VDH MAN, ARTHU MONUMENT - FOUND 47.729 ACRES ! VDH[_ — - - — v v - - — _ VDH - \ MONUMENT- STAY � MONUMENT- - - - _ ,_ - - T.iV1.69=19A7-- - F0 - FOUND - JUST, JOSEPH SCOTT & _ — - -- FOUND E ROUTS - = _ - - _ - GRAPHIC SCALE _, CRI TZE�-, � H --- -- _ _ CASEYRJiJST- - -- - - _ _ _ EbARIgBLEB � RQA_D - -" 21 ACRES -- --- D B WI T ,\ — — — MONUMENTFOU D80 o ao 80 160 ago / - HWY •413 379 /W / � VDH V / \ \ V A — � - �HRU J I 2 \ MONULE — �_ � VDH __ — — (IN FEET ) �FO��\ _ MONUMENT VDH 1 inch = 80 ft. \ \ \ \ \ FOUND MONUMENT LEI INn JOB NO. 222207 SCALE 1 "=80' SHEET NO. 3 �•._\. 0F�t �\TH ROUT 0SCOTT R. LINSZ U Lic. No. 035791 10�0 3/21/22 TURNPIKE ROAD IONAL r Cr) I , I �'� />--------------�/// 300iOT 13 \�4,o I (3.90 Ac.) \ \\ �5L05 AC. oo.04 Ac.) \ I� \ z o \ 1 69-19H (0.07 AC.) '\ LOT 14 �., \ \ \ 0 o U) I U \ s9-1sG \ 3.95 AC. �\ 1 200 _ - I \ \0.01 AC .) ,,0) 100 100 1z" �`\� \ o u� A-, 00� `` g A� LOT 12 TM 69-19J 2.41 AC. 12,41 AC.) LOT 17 \ co W �+ 300' \ 6. 19 AC . \ J J l TM 69-19H . m LOT 15 m L 2.40 AC. S \ ................................... ....................... . ......... .... ....... .... .........................69.--19G.............. (0.33 AC.) m m (0.07 AC.) (0.05 AC.) 69-19F .... 2.40 AC.) \\\ \ Lu zoo •rT1 � o (2.00 AC.) i o _ - 69... EXISTING PROPERTY TYP.) \ (- - - - - - - _ � S � 69-198 BEING EXTINGUISHED __- -------�_-- -- �I \ 300 �� FS ��\ -- - LOT 11 m o \ w C � TM 69 19F CRITIC4l 2.73 AC . O1 (6.18 AC.) \ \ m I LOT 16 a rn ' AC.��- o m o (2.56 AC.)q 2.25 __ - (2.01 AC.) \ \--_--zLOT 9 �-- `e (2. 06 AC.) � TM 69-50B ao' �i... 2.98 AC. o -'_ - LOT 10 �\`' 6...9.�9F NFw p �\ 9.�9........... Ue/-Ic V 2.20 AC. -�� --(0.01 AC.) 30,000 SO. FT. BUILDING $ 19F (0.32 AC.) A044 \ SITE 69- . ............. (TYP.) -- - -- (0. 08 AC 0 03 AC.) M _ (2. 69-19_ F - ....__---- ................co AC .) o 69-19E NEW PUBLIC ROAD (0.03 AC.) (0.09 20 . N Ti (0.35 AC.) --- -- - -- ~- (0.04 AC.) d T TM 69 19B LO 18 2.05 AC. (2.00 AC.) \\�� \\�� 1 0*4 TM 69 19E LOT 20 \ Q 3.47 AC. LOT 19 \ ` N U) J \ m 3.43 AC --� I �' Q Q \ zoo LOT 22 ' ' m so�� �� Q 2.49 AC. o g / m A\ < I LU H ' rn: rn LOT 23 (1.13 AC.) CD 00 2. 02 AC . L zoo' m of J�� o , ----'- `-- ' n r (D U) i--i Q� m L 0) ' ' �� I' F 0 z � (0.02 AC .) / i so°- J _ ioo' -- _J: z z (2.00 AC.) 69-19E / 69-190 (00 soo'_ J �_ m : o 0 �_ W ` �- (2.14 AC.) (1.30 AC.) m Lo (n (0.49 AC.) (2.92 AC.) � LOT 21 Q '-' 0 w 3. 10 AC. (00 PARENT TRACT w m > 0 PARCEL NUMBERS TM 69 19C (TYP. ) -(0.14 AC.) U J LfiLEGEND PARENT TRACT PROPERTY LINE w ry, (DEC. 10, 1980) W Lu > (X.XX AC.) PORTION OF PARENT TRACT (DEC. 10, 1980) SHOP Rp z w U O XX-XX PARENT TRACT PARCEL NUMBER (DEC. 10. 1980) CR\�ERS � z EXISTING PROPERTY LINE BEING EXTINGUISHED 0 PARENT PARCEL PROPERTY LINE MAP SHOWING J 0 - - - - - - - - - - - - - - - - - - - CRITICAL SLOPE LIMIT PORTIONS OF THE PARENT TRACTS OF � � LOTS 9 THROUGH 23 STOCKTON CREEK SUBDIVISION < 0 LOCATED ON U.S. ROUTE 250(ROCKFISH GAP TURNPIKE), STATE ROUTE 15l(CRITZERS SHOP ROAD), STATE ROUTE 750(OLO TURNPIKE ROAD), AND STATE ROUTE 803(GOODLOE LANE) N O o NEAR CRITZERS SHOP WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE: 1" = 100' DATE: MARCH 7, 2022 w � W FOR COLLINS ENGINEERING Kn JOB NO. GRAPHIC SCALE 1"=100' ROGER W. RAY & ASSOC-INC. 222207 663 BERKMAR COURT HILLE, VIRGLAND 0 SCALE 1 if =100' LANDSURVEYORS PLANNERS 0 100 200 300 434-293-3195 SHEET NO. 14912H 4 TTI LOT 10 _ v A - -,- 2 20 ACRES-- _ - - ,' � SCOTT R LINS� ULic. No. 035791,E \ Z o / `-�COUNTv�rS y _ - ------- 1 i �- \ LOT 14 3 z� 22 0' Po / / C/i--- _ - - - R I 3.95 ACRE pJ---- O 7 o- ----- EX. 4� O r PIR P95€D 6io' SIGHT RESIDENTIAL ; ��, - _ DISTANCE. SEE SHEET 3 FOR - DRIVEWAY\ /'' -" FUVL ALIGNMENT. SIGHT DISTANCE HAS BEEN VERIFED _ ` NdTHEFIELD- I ca v ca STOP IGN� / �, �, A �i� �,�, ��� / F- nLn 0 , ROADSIDE O EXTIN�i _ u Ln 1111114 % - IS 3:1A o ; AM TO - w V-SHAPE DITCH STRE �' ----- - A M _ - - in coFFE/PYTYP.)' --- ; ; RE A(M,`E �- A zo r \ - - --------- --� - - Ln LOT 15 >Mi soR ,LJ 2.40 ACRES I -2,voorsrDLwP ar I ' MILL/OVERLAY/ _ A A HOULDER, �o PROP05ED \ owc SH@U LR V ' �(TYP.) DRAIIii�GE', �STR ET PEE77t1 DITCH DROP SIGN / r SIGN PROPOSED ASPHALT -----_ - �,� --------------� I ROADWAY, SEE _ ��o , '� q DETAIL THIS SHEET T\ , LOT 23 / l � C,Ay�, � � � � � , '----�._�� - - - - - - 2.02 ACRES / 7FS%G� � " �, �- o A � , � - a ✓ �PR POSED 6io' SIGHT' ROADSIDh �� - ' , \ V o Y DISTANCE. SEE SHEET 3 FOR ITCH 3:1 _ - - - - - - �' o R \ �` 6' SHOULDER, � --- \ \ F LLALIGNMFNT. SIGHT �, ', `, V�� APE DUTCH �V `^ � '�� � � � ,,a'(TYP.), ,-�' LOT 16 � DI A�ICE HAS BEAN VERIFED 9' OF /P (TYP.) a ' Rzoo' IN THE FIELD - PROPOSED' .25 ACRES �� ;. � �� 2 DRAINAGE _DI PUBLICR/W C/L PUBLICR/W IN ROADSIDE \ 25' z5' Ch_ _,DITCH i , PROPOSED3o'�4--3' M -SHAPE DITCH / Qi 3' 6' io' io' 6' 3' 3' ---- _ - - 9' OFF E/P (TYP.)' - ' ` ` OPE`CULVERT', � � � N PIPE _A �qRl S - - - - - - - - - L a/4':ay 9. 3.1 , ' ' , ',VEGETATION I �`���Q" M J , - ->�^ EXI NG , � , CL (2:1 6 3:1 °Cb ----- 2"-____ �\ Mgkl o o -/----- SURFACE COURSE ON CRK LANDf ,� ---------- /�70'" SSTU H� T - N SMCYATON CRRAWA' COURT ---- - vzo N Q 8" BASE COURSE, VDOT #21A (50' PUBLIC R(CfT OF #4Y) zs mrprt rCS16yV SiDC2 vA0 COMPACTED STONE NOT TO SCALEz O, So'R yW J \ - �i� GENERAL CONSTRUCTION NOTES FOR STREETS: ;` PROPOSED SURFACE COURSE SM-H.5 z,. - - A -- - I I - per[ 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF OVERLAY _ s COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. EXISTING - � - -Gti- \ -� D' PAVEMENT 1" BINDER - V J _ _ 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL INTERMEDIATE COURSE E%. STONE - B ' W THREEP F H T A I . IF RA T OBTAINABLE, Q 3 COPIES 0 THE TES RESULTS SHALL BE SUBMITTED TO THE COUNTY A SUBGRADE SOIL CBR OF 10 OR GREATER IS NO OBTA BLE A REVISED � � - ( ) SUBBASE // f�j //�/ 8" 21 A \ - m PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. cs°uecRAOE � ��\�'\\ BASE \ ''� � /�\ - / i � � � - - _ _ _ _ � \� � z � 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL su6DRAOE - DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. Q 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ASPHALT MILL/OVERLAY PAVING ASPHALT ROADWAY PAVEMENT $ , -\-; LOT 2O J ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. No SCALE NO SCALE / I - - - Q 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 _ 1 _ 3.47 ACRES �- - Z Q o WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. �, EXISTING �`� _ �, 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). ALBEMARLE COUNTY -_ _ `- ----_ ( \ WOODED d ,_ \ �\ U j I:,.-- 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. PROPOSED iS" 7. COMPLIANCE ADHERED TO. THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY AREA `-_ HDPESTORM 0 GENERAL CONSTRUCTION NOTES - � � ' �- co 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING - / 1. PRIOR CONNEC77 ANY CONSTE IS77NG WITHIN ANY MIT SHALL PUBLIC RIGHT OF FROM INCLUDING \ PIPE Y AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. DEPARTMENT O ANYVSP R A ROAD, A PERMIT SHALL S OBTAINED FROM THE VIRGINIA I _ _ LL 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD DEPARTMENT OF 1RANSPORTAPON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF _ t _ ` - U) 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR THE PERMIT SHALL GOVERN. - - _q o' I D DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA770NS AND _ - . _ �-I ; LOT 19 - `� A �� 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. STANDARDS OF VDOT UNLESS OTHERWISE NOTFD. _ - _ _ - _ - _ _'' r (P) VDOT 3. EROSION AND SlLTA170N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE W11H THE STD M , W 12. 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 _ _ _ � \ � .43 ACRES LL AS SHOWN ON THE ROAD PROFILES. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING _ 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO OR OTHER COIVSTRUC77ON Lw INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5 THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, - - _ ' - _ _ - - - - LOT U ROAD NOTES: LESSER SLOPES OF J..• 1 OR BETTER ARE TO BE ACHIEVED. 2 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF _ -- GRADING THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A - - _ _ - - - , • �5 A 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS DRAINAGE CHANNEL.�O SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 7. ALL 7RAMC CONTROL SIGNS SHALL CONFORM W77H THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE CONTROL DEVICES LU NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 8. UNLESS OTHERWISE N07ED, ALL CONCRf1E PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. l - - _ _ - 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLA7701V MUST COMPLY WITH OSHA STANDARDS DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. FOR THE CONSIRUC77ON INDUSTRY (29 CFR PART 1926). - - _ - _ - - 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. - _ - - - - - Q O DRAINAGE / - - - - - _ _ , I � , ( 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. O V) 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. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT _ _ -; _ _ O ARE PROPOSED TO BE STATE MAINTAINED: ' ' ` 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 - - (V r PLACED IN ACCORDANCE WITH THE ARGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. - - GRAPHIC` SCALE ` , ' '' ' -' -' ` ` ` ` ` ' � , / 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. u. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE � � - - - -- -' ,' 'DRY PROPOSED BEING COVERED. so o zs� -so--- _ _ 100 -_ _ Too BASIN STORMWATER PAVEMENT - iii. CONSTRUCTION OF CUTS AND FILLS, INCLUDING FIELD DENSITYTESTS, BEFORE ' ' � I , ,' ,' , i - ' ` 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 I MANAGEMENT �\ �a • THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. PLACEMENT OF ROADBED BASE MATERIALS. v. AFINALPAVEMENTDESIGN,BASEDONACTUALSOILCHARACTERISTICSANDCERTIFIEDTESTS, - - _ '- _ FACILITY y `� 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. - - - - IN FEET - _ _ _ _ _ -' ) \ 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 v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE _ - _ _ 50_ ft. -'� - 1, inch �- BASE. APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, _ _ _ - - ___ 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 FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENTOFAPAVINGCOURSE - - - - - - - - - OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ASSOONASPOSSIBLE. Ir �' -- r- 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART a , 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). OF THE FINAL INSPECTION.- - - '� ' ' ' ' �' � 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. - - ' ' - • ` 9. ENCROACHMENT: POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE \ ___ IS ,= PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADSNOT - \ 6 ' BE LOCATED WITHIN THE STREETS RIGHT OF WAY. BEING ELIGIBLE FOR STATE MAINTENANCE. JOB NO. 222207 SCALE 1 "=50' SHEET NO. 5 , T.M.69-6L \ \ VA \ T.M.69-6C \\ \ \ V A \ V LOT 6 / �, �, �,, VA V GIBSON, EVERETT E JR \ V \ \ \ O \ - STUART TAYLOR SMACK \ FIELDS D.B.5246-521 'i _ _ _ A AA \ 1.07 ACRES - - - - - _ _ A A \ \ \ SCOTT R. G>7LLINS Z / D.B.3415/704,707 PLAT \ \ \ \ A L� Lic. 3 0. 035791 n °pow /21/22 ;vj _ ION IS - - - _ LL i r \ �s �� — - S �� az \V W \ \ v LL 19 \\ \ \ \ Vv v v v y is T.M.69-19G \ "ooAaSfRNAT7 FF T2.M.806ACREB \\ 9-51 --RLOT 6 MCCLANAHAN, SDENISE ioo YR FEMA FIELDS//STOCKTON CREEK LLC '2.63 ACRES LOODPLAIN 'R.6.5504,110 \\ \\\ \ vv \\ \\ V \ \ A \\ \\ \ PG.614 s� ' V CRITICAL SLOPESis Ca \ V� \\ v v-_ v✓ V y D Ln ���z z . - , _ O LOT 13 ° LL� - 1 a o \ SA5 ACRES _ IV° ti , / A \ v, /� \s \ \ v � \ 33s.8o w O`sy� \ _ F� LOT 12 \ sio� - - - - - -- - - - - �o \ LLB\ \ �"'� o r _ 2.41 ACRES - �SFre - - �- - PROPOSED- - ---- O V `� 3 LOT 9 �-� - - -0&AINEIELD_ - wc, �� � �ui F - - \-2.98 ACRES --- --0zo e LL \ \ \ a r \ � o PROPOSED\ �q\----- I ," �� �-A �r �,�� \ I A A\ \ \ \ uj �� \` �♦ °- _ - ° /- 1 \ a LOT 10 \ � � � � ♦� �- - ROPos� GELDI \ 1 \ 2.20 ACRES _ RA \ - .o -♦♦ LOT 14 VDH HTDISTANCE- 61d� --� �\ A o - O MONUMENT RIF1F�1 EF�E�LD _ / \ \ ♦ ♦ 3.95 ACRES \ O I� FOUND \ \ \ N - _sue - \ V �\ `o`er / "' �zo- - S��T �� �V ��, \sEreq♦ \ ♦♦� Oo A A DRAINFIELD y I `/ �� 100' WPO STREAM D Cr�\ o \ T M 69 51H N BUFFER \\ \ GA P OR ♦♦♦ TES, JKERRY D H �� ♦ 00 2,148 ACRES PROPOSED DRAINFIELD, ' ir 0 \ _ r ' T.M.69-6Mo' r PROP�SEDi " REVISED LOT DRPdNFIELD r ° \ - E.C.ACKERMAN TRUST / - — - - `moo r � w L9 D.B.4733-23v - v \ a R _ r rn N� � � o LOT 11 < \ / � � � �° V 'y� �•� v D.6.47D.6.4456-444AT ♦ o<�FK1A^j� / 2.73ACRES -----� - M F LOT A 15 V \ D.B.3530-234 PLAT - •Tom w� o %- - - --�- /:4 ACRES � z _ PROP SED , �. 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"/` / �.. - ---- � - - - v v v v v v T _ - -?. / ---- - - - LOT 17 -- - - -IS --- 6.19 ACRES ° / SIGHT DISTANCE= 610' - - - _ - � - _ _ �; V - 1iy�9S�� DRAINAGE U -- T / VERIFIED IN THE FIELD — --- _--- --- - - �ARE�ITOSWM , - - - -'-------- _ - `psi FACILITY i i , / T 2i �c � - - ---- - - - _ / - A-- ----- 3.1fl ACRES- � LOT 20 �Lu \ f 3.47 ACRES EXISTING WOODED— A / A i-s'-r� - -' r i i ,' , r ,• _ �_ i' r r ul U) AREA A.\ 4d68a \ 15 VDH MONUMENT \ �'- } �, �-'_- n ,� V�I r� FOUND �_/�--� . r' ,' ,, ` PROPOSED - r �� A �1 v� v I i � `� w T.M.69-190 - - - - ORAINFIECDy - o r' vA PROPOSED _ w \ - tOT 19 s ,�X\ \ / REVISED LOT 3 ---_ - - -- � / - - _, � - � DRAIMF LD � VDH / - - - vc Y - �PROPO ED � _ � � � _ _ -4 A RE STOCKTON CREEK LLB v _ _ DRnwFIELD�'�' --_ - --- ,� I S \ V A \ / MONUMENT D.B.5504 PG.614- _ _ PPP -- I FOUND �\ 4.56ACRES, � _ - ���� � � _-A _, _ _ \ J �- _ - �, �v ,Av v v ,V 8� / Cn �2:05 ACRES � �RAIN E 00 PROP/ VDH MTAONMENT yQ. J FOUND f5 - _ /� - - -75' SE - - -T --- - _ - N C / ---- -- -- -- - -- - _ I _' 0 I S FACILITY ------ 36z.oy, -- - MAE�CE --_- j- / / VDH TM6950 - — FREEMAN,RTH UR H OR Eq5EM NTMONUMENT JOANN F FOUND 47.72 ACRES_ - VDH ' MON UM - - _ --,- _- _ - T.-M.69 19A7 MONUMENT STATE R -- --- - _ � — _ FOUND -- -- JUST, JOSEPH SCOT & FOUND --- _ OUT - _ - _ _ -- __ VDH GRAPHIC CA E �- ------CASEYRJ{15T-- - -- - - _ ARIAA 5 � 1 T w _\ — - - - - 80 a <o BoS 160 L azo 21ACRES -- --- D.B.413-3 TH RAW \ _ MFOUNDEN D / HWY 79 _ -- _ � 'HRU VDH_ 211 � ---- ---- - _ \ �\ MONUME �� VDH _ ( IN FEET ) OUND� _ _ MONUMENT VDH MONUMENT 1 inch = 80 ft. \ \ \ \ FOUND LEI IN n JOB NO. 222207 SCALE 1 "=80' SHEET NO. 6