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HomeMy WebLinkAboutSUB200400332 Plan - Approved Road Plan and Comps. 2005-06-07VICINITY MAP J S I Vp pJ� ��4 761 PQy �P 618 PO �� 620 622 / O 637 l SITE ANTIOCH / 1 \ 643 O \ p SCALE 1" = 4000' � ,I,HOp I'L1 II `O U 16 ry BRIAN $ � No. 2281 L/ . Q �J TYPICAL SECTION BRIERY FARM ROAD WOODCOCK PLACE CHICKADEE LANE GOLDFINCH COURT i 25' 25' 3 4 4 9 ; hq1 1.. 1• 1/4": 1' 1/4": f' 1": 1, cr 2 3' BASE : 6" DEPTH AGGR. BASE MAT'L TYPE f N0. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH N o NT Lo cc a m O m � a o � LU Z 3 ►— Q w F— m cn Q (D1r p� p• �; o ti I 1 ' 12 1 I�?' � 112' z 1 � 1 w < i � 1 LU 1 o , w I� " 1 � Ii w i STANDARD STOP SIGN PE9MANENT -ORAINAGE EASEMENT ' '� '��/ ,� '� �_ p,s0 i �' �/ ,SrT-ANDARO Ln ,' SPEED STANDARI� Q,' LIM•Yr /STREE-T �1 SIGN cc NAME + ,' .'' Q SIGN o �O u a i 0o ; ; d R 19°p0.0 , , 3p0 (7 ; T 99 00 50,20 MODIFIED EC -1 CLASS 1 DETAIL A B DITCH I6 A B �� .9 ` �. � ` nJ __ _ _ __460 _ \�� /` ,-'� LOT 17 1 `� �' ��"� y� Z + + t� _ 47°00'00' ��------ - --_-� � __ 24.5.00 �� � � m __---- -' R 200.97 i 1 --'" 7 = 106.53 �J O� ' + ' p , a _ ----" AS��O s i� �� \ - _ - _,- ,,' X ,,_, �� ,' 1 .' �2 AIEq a � C�2 -'� � f �2 ,� �� -' - �� _ S_ X93 i$0 _ -- -_ -- -- 1 ��� ""x ��-'' ,' ,' -'" __- ----- � �- _-' '�- ,_"- ,-' -- __ ___ _ - `" _- - " �" .' ,' ,- 0 _-- - - ---- --- " t�..� •' ___-- 0 - - -- --- --- - -- - -' ""___ '' " -- -' �� I' STANDARD c _, ___ ,9\S '¢ STOP " V ,' SIGN, �i -- - -- - X " ",- S �' ' - - - - - - - - - - - - - - - - - - ; ,-' _- "-'' I ,' - ___-----c ,- ,r 1' - '�' -" N AR - - _ _ _ _ _ _ _ _ _ _ - SS'TRDEET6 I -'- ,' NAME- -_ "_ X X _, _- SIGN �� '� LOT 16 0��\\ -- ------- SNE SECTION A -A SECTION B -B 2 O�Q�� 2 2 _y / �2' DEPTH �GEOTEXTILE �GEOTEXTILE FABRIC USE SIDE SLOPE FABRIC OF EXISTING CHANNEL NOTES: 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO THE COUNTY OF ALBEMARLE, VIRGINIA. 2. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM V.D.O.T. THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 4. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 5. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 6. 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 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 DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 7. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL) WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. B. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY V.D.O.T. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. 9. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION, AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF V.D.O.T., 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. � 10. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 11. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 12. PAVED, RIP -RAP, OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, WHEN IN THE OPINION OF V.D.O.T., THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 13 CLEARIMUM ZONESLMAY 6ENE OF TEN (10) FEET REQUIRED DEPENDING ONOMHEHE EDGE CATEGOR�FOFAROADNDESIGNL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL 14. 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 CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE ALLOWED. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO 15. A A ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE 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 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 POSTED 5MPH BELOW THE DESIGN SPEED. 16. 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 OF THESE PLANS SHALL BE NULL AND VOID. 17. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER, WHEN IN THE OPINION OR THE DIRECTOR OF ENGINEERING OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 18. USE VDOT STANDAR© CO -1 OR CD -2 UNDERDRAIN UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 19. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO 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 PIPE MANUFACTURER SHOULD HOLD A PRE -CONSTRUCTION MEETING FOR INSTALLATION TRAINING. PLAN 6 PROFILE OF PUBLIC ROAD TO SERVE BRIERY CREEK VILLAGE LOCATED ON STATE ROUTE 622 SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE 1 " = 50' HORIZ . DATE MAY 11, 2005 1"= 10' VERT. REVISED JUNE 7, 2005 FOR STUART GUSKIND ROGER W. RAY & ASSOC., INC. 1717-1B ALLIED STREET CHARLOTTESVILLE, VIRGINIA 22903 434-293-3195 500 1500 490 490 sk ttv TV Lujuvia1w 480 480 e -i in 0 r- 470 470 0 460 — 460 +c tu If r, o (o o r 000 L-1 50 450 u 1 11.1— _ 450 uj Lu 0., ------ + > Lu(v n 440 = — — 440 vr xi IN Lu Oil uj - r, n Lu 1,1 430 430 cu ---- 'ATT IN OF 420 420 + 410 R,410 rl rl a-1 a-1 a-/ sti Lq f9 �. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 SHEET 1 OF 5 13118 ROAD PLAN r 7 l LOT 17 o)�)r-- \ 15+84. 18 10+00.0 SHEET 1 s ` A A A m m , cv Q , w A, cr ca , ' % 1 STANDA�DERMANENT STOP , , �IGN `\ � .A .10'00'00"E 'P'',� I'In+,C11III���/ ST NDA ,' Sr REST NAME r' SIGN r' r / LOT 13 Q, �O� - ,a Q �, ./r �A '' . 60' x'21" CM' PIPE,' ,' ' //�P/ (2) E�-2 r ' � 2) EC-�' CLAS,S' 1 � r / ORA INAUr, r r ASEME9T iNV OUT= ,' �',' , �� 429:2 ,' •' r' WOODCOCK PLACE (50 ' Y r 394.1 ' r 1 j��< �� �� ��� �,EC-2/�rr IN= 432.8' .'� \ ,' r,� p r r / .' D2ASAGE a Er SEMENT r �O ,' ,' ,' ,' ,' ' / r' ,' r' ,' '' LOT 16 b � \A ,' O ,' ,' �n �� ��. /,�' m , mz`�� .,' w,' ,' r / ' QA' 0 �,�0 • 1 ,'/ g2,' / ts� v 6 `J9 _-_---- s LOT 14 U h 5' s a ' , 3 ``�.,'� _ _ - - , So 14 ���q �- G S , ���^ r LOT 15 TYPICAL SECTION BRIERY FARM ROAD WOODCOCK PLACE CHICKADEE LANE GOLDFINCH COURT 25' 25' cc 4. 4. 9. 1/4.. 1, 1!4:1Ll„ 1 ¢ 2. � 3•, 1 AX4� BASE 5" DEPTH AGGR. BASE MAT'L TYPE i NO. 21A SURFACE : 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH w Lu END EC -2 22+50 ' — - STANDARD STREETm . NA 14E SIGN , T .� r P 1 I ,' JAR( , ,sn \ \` \` BEGIN EC -2 ` `\ 25+`a,5 \ P� 25+75. 14, SHEET 2 r ' — - Ln- A A A N _ w _, m - - STANDARD � ! A SIGN � O . - cu v ' C:) In ULliIn 0 - I w ,-' 12' -'- 0 11 EC cv ,�� ,T w L',, z0OA, Q 9"O O 4, '0460'" BEGINSSTREDERD NAME EC-2PERMl�rNENT 24+75 SIGN 1 N� i ` U \ i r4so SHEET 2 -2m CUPT U'n z LOT 18 _ - 60LD33N00'OOUWT4 LOT 3 SCALE - 0' 1 -LOT I" = 50' 1" = 10' 20' PERMANENT \ \ DRAINAGE \ EASEMENTt-4_�I'LOT 19 ALONG SWALE I TO STREAM I I _ -- I- V -T--- -' L ---MODIFIED -----EC-1 '- I CLASS -1- - - �•`' �� ----- ol 2 O o + -i U TYPICAL SECTION BWOODCOCKFARM PLACCEROAD CHICKADEE LANE GOLDFINCH COURT � 25' 25 ; 4. 4. 9 X cl BASE : 6” DEPTH AGGR. BASE MAT'L TYPE 1 NO. 21A SURFACE: 2" DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH HORIZ . DATE: MAY 11, 2005 VERT. REVISED JUNE 7, 2005 490 510 480 4130 500 500 470 470 490 490 .-, C!I In - + v 460u 140V 480 w LJ v 450 ' -- 0 470x 470 ao Cd _cm; ulo u v 440 _ '� 440 450�" 460 uj nj n n Lu _ + -- -- v--' rnm inlin 430 + 450 n w U W lf) QLL LAJ 420 CF n 440 w APPRCXIMAlt 410 _410 430 400AM zidu 420 H ti H .ey t••1 .- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 10+00 11+00 12+00 13+00 14+00 15+00 SHEET 3 OF 5 13118 ROAD PLAN f.) �- ui \ STANDARDOE6N `STREET NAME Lc -2 '$IGN 24+75 v%� 1��'�-i. +--- + X00 �9X ���" co ----' ' PyGjO ol cu 1 o ULn ' z`" ��-' w �. STANDARD �� STOP ' SIGN-_-- - - CV _ I w PT 22+55'6'3• SHEET 2 \ i n \`STANDAF�D STOP\ �` SIGN �� 12, I SO •CKICKADEE' '� ��� L m STANDARD' STRE-ET m m --- NAME v r �' �' SIGN 1, p 12 r o END EC -2 22+50 r r SHEET 2 ` I ��` ��\ cv�\ ��` '�UJ � �� �wN"\ UJ U Ln u' z+ w m I LOT 8 Ouj4> ``�PDRA,INA'f�E �` `�`\ �� �EASEOENT� �� .. EC -2'— �� '�48' x 15�', CM PIPE\\� (2) E5-2 `I(2) EC -i ASS 1 ,' INV IN= ; 437.9 I , i LOT / / 20'NENT / / DRAIPERMA NAGE EASEMENT LOT 9 / ALONG SWALE // TO STREAM ,t /- tu �y.,�---'z`"�,'� �,'� ,•'' ,,'�' ' ��__' ��'�' - `� '' �' INV Op 433.48 --- LANE (50 ') -----13 S3 '00'00.' '580.00' 14 '�' ; PERMANENT c�0 DRAINAGE t - - w + ' EASEMENT �` o� -_,� t ,w ��`---------- __ ' , -------------- 1 t ---.440 --------- ------------------ - - Py5 Pal - -' ,--'-� - -' ._AAO' LOT ii �`�\ -- , `• ` a '"- -' \ o \ ' J o ,moo U CO + J U \ �`. LOT !0 \ TYPICAL SECTION BRIERY FARM ROAD WOODCOCK PLACE CHICKADEE LANE GOLDFINCH COURT 25' 25' X cc 9' f' 114-1 f': f' arc MSX 2, BASE: 6' DEPTH AGGR. BASE MAT'L TYPE I NO. 23A SURFACE : 2' DEPTH ASPHALT CONCRETE SM -9.5A W/ PRIME COAT OVER BASE STONE DESIGN SPEED - 20 MPH SCALE 1" = 50' HORIZ. DATE: MAY 11, 2005 1" 10' VERT. REVISED JUNE 7, 2005 490 490 480 480 470 470 460 qa 460 alul IV !Imp 450 450 cu 1 NJ .. LL ul 440 .i 440 LH 430 430 420 420 410 410 400 400 Cm ., .� .. .. .. .. .. .. .. .. .. .. .. .. .. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18;00 49+00 20+00 21+00 22+00 23+00 SHEET 4 OF 5 131i8 ROAD PLAN TOPOGRAPHIC DATA SHOWN HEREON WAS TAKEN FROM A MAP BY LOUISA AERIAL SURVEYS, INC. 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'/I/ It— \ \ , \ \ / / / , \ "- \# Yw 1 , "�� - _ -N. ` \ , \ \ \ , \ , ♦ \ ,, , _ I z - _ _ - 11'11 \ /1 \ I /' \` \ \\ ` , \ \ \ \ \ \ \ \ /II /'l/ `\ I \ \ \ `�--'� - ` , - '11 ' \ _ -- `\ \\ ,` `� ♦`� \\\`\\� `\,`\` -- __--_------_---�--_-_-_-_- '/ / 11,If,'/f 1 I' !/ J Ill 1c, AN N. \ \ Al ,I I//'' - '------------- ` - O AREA= - -- - - -- --\\ \\ \ \\ \'I \` \\`: -\ter====___-;_--_--_-__ -'1' o O \ -- -- 0.78 I�CRE - - --- I N. I , k I \ 1 \ \ \ \ \ \ \` \'\ ------__ \ \ ` \ \ \ \ \ \ I \ ` \ \\\ \ \ \,',-_-`-_ __-_ - ��� `,\ / / I ,, , ��Q�Q- li \ �( ' i `\ \\ \ \` \` �` \` \\� `DRAINAGE `\ ` \---------- `-PERh�ANENT �` ` \ �\ ` `\\ \ \ \1 1\`\ \\\ \`� `:------- - - - - -- - - �zz.\�\i�\`\; 1 \ LOT 17 �3` 1 I \\ ---- \\\ \ \ , -:_- -___---_-----_-_ - - \ : 1 O v I ` ` \ ` . N. \ \ \ \ ,•.\ AREA ` \ ,� DRAINAGE \ \ \ \ `\ \ \ \ \\ \ \\,\ `�� _ ::`�\���\ :` 1 ' �/ \1 Ik ` ` \ ` 4 ACRES \ \ --- ----_- EASEMENT \\ QF \\ \ \ \ \\ -------------- - -- ------_-- - _ '-`-- �.\�```..:::`\ I I OZ N. \ ` ` LOT 12 _ N. \ \ -- _ \�\\\ ` \\ Q I \.�__ , \ \ \ \\ _ \\\ \\\ I \ I �\ ---- \ \ \ \ ,`---------------- - - . \\ ,\\ \\\\ \\\l\\111 I \ `\ _ ' \ \ _ \ \\\1 \\ \ `\ I / \ \ \ \ \ , \ \ \ \'a \ , \ \ I \ \ 1 I \ 1\\ \ \ N PERMANENT - \ -----_ 1 \1\\\\ __ \ - \I X ' 1 ` \ , �\ \ \ \ \ \ \ \ \ \ I` \111 \\\\ 111 C\l / / 1 \ ` ` \ ` \ — `` ----_ \` ` _ I , \` \ `\\ ----- `I 1 I 1 I I \111'11111'\\\\\\111 �/ (D DRAINAGE _--" ,' ,' I / I \ \ \ \ \ - _ ---- _ `_-- ' ' ` \ ` \\` - ---- \\ ' I I I I' i','ll�\1\`\`1``\\``�w EASEMENT-' I I I I I \ - - '` ----- I --__ - ` ' I ' ' 1 � \ \\\\ \-c LLj1 / I \ ` \ \ - _ \ `\ _ - - _ \ \ 1 \ I / / I / / I \ \ 111 ; \\ \\ �; \ `' \ O 'I �' , ' / \OTSED "'"''CELL \ \ , \ _ \ \\\ \ \ I I / , / , / / I I \\ \\\ \,\\ (r -' _ - - - �' , , / \ \ \ \ \ , - \ - __ - _ _ _ . 1 ` - , \ \ \ \ \ 1 , 1 ! / I , / , / , / , / 1 \ , \ \\\ \ , \ O / \ \ , S \ \ I \ \ \ ` \ \ / / I / I 1 \ \ \ ` ` W /' / I / \ \ Q , \ \ I I / / , / / / / 1 I _ / I / I I I I \ - - , _ , \ \ \ 1 1 I I , , I , , , ,, „ , - - , , , , \ _ _ N. ------ -- I 1 1 I 1 I I ' I I ' /, I,' / /'I' I , / /, //,,I � - - , , ' I 1 - - --- - -•___ I I I I I I I i , 1 / l 1, , / ,' I /,I / / ,I,/�%„`- I , , _ -'- , / / 1 (r \ \ \-- - - I. ,, `\ I' - - I I I I I I I I I I I I I 1 ' / ' / , I \'`_ ` - ' ' - , ' _ - - / / /' I ' I ' /' I I `\,-) \I - -� - - _ - �- - ` - , ` ` ` ` ` \ \ _ _ _ _ _ _ _ _ '' , '- _ _ - _ - - - f I , ' I I 1 , I I I I I I I r I ' / , / / , / , `\, I I ' '\ ` � I I I' - i , I / ' ' ' / - I I / I 1 I , � - - _ _ - ` \ \ - - - - _ I I I ' ' I ' I I I 1 I I I I I ' / ( - - I I I - I,-PIROPOSED I I ;, _ - -- / I I I I I I' 11 I I I I I I I / I .' - ___ - �° - .l IfIPE I / _�, ' \ \\\ --_- , r I I I I I 1 i 1 I ' _ - I II I I'/ -- _ - - _-- C�' - I , -- ' ' / n /1.,, ��- \ ` \I ' - `` \`,\`, \, \` \ -/ / I I I I I I I I I ' , I , \ \ -- I /' I /' - -✓� SPRING I' I C I \X , 1 _ ,' - / I I I ' 1 I ' 1 I , \ \ - - ` I I I l ' ___ I _ /I - _a - - - --- ,I aEN ,� \\ \ , I I ,\ I _ ,' / I I I ' 1` \ I\ `\ ` `-\ ' ' -----DRAINA6� _ `U --- ' \ - -` `\ `\ \\ -I�QT 11 ---- - ' _ I , t . '. - - ''--AREA= - �' \ ` \ \ \ I -._ \ `\ \ . \ `, _ --- I \ \� 1 II _ _ LOJ 13 \ '\\ \ ;_�_ I I - - __- ___--_ I II , \ \ \ --- ,\ \\ �- - _ 6. i ACRES - _ - _ 1 \ \ - --- \ - _ --_ _ - _ - \ , \ I I ----- ----_ _ \ \ \ \ --__ _ - - - - \\ \ \ _ __ _ ` _ - - - - PPD RAMTA�N��N T ' - - _ - _ _ - _ - _ \ I \ \\\ ` `` --_�(�- - - - --- - - D�H CiW1G�- __`\ \\ `\ -I---- -_- �\``\\\� , \\, \`\\` \\\ \\ \\,♦♦\ \\` - __ II `\ I_ _` -- - - / `\ \\\\ \\ `\ _ , \ \\ - -- - __ ---- __ --_ - `EA3€MENT- _ --- ---- _ `\\\ \\ \ \ - __ - \ \ _------____ __ \ 1 \ \ , \ \ - \ \ \ \ N. \ \ N. ``_ -- `` - `\\ - __ ` ` \ \` ` , ` \ \ \ ` \ \ \ \ --_ , ` , � - - -- -- _,/ 1 \ \ \ \ - 2ERMAN€NT- _ - - _ _ _ _ _ :'11 _ \ x EASEMENT - - _ _ - _ _ _ _ ` - - - _ - - IN , \ \ _ _ _ _ - _ _ _ _ ` - - _ _ ` - - - \ - - - - - - - _ - - - _ — - _ _ \ ` ` \ \ \ \ \ \ \ \ , ♦ , _ - _ \ ` \ ` \ , 1 - - , ` \ , _ - - _ I ' , / N N. 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I' \�\ ,� \ \ \\\ �\ \\ \\ \ ,\ \ \ \ \ \\ \\ `\`-\ \\ \ \ `,\ \ 1 I 1 I II \I \\ \\\ \ \♦ \ \\ , \ \ - AIN\gIGE DIVIDE \ \ \ ` \ \ \\ \\ \ \\\\ \\\ \ I \ \ / \ \ \\ \ , 1 \ I \ \ \ \ ` I ' - / I \ ' \ n \ \ \ \ \ \ ` ` \ ` \\\\ \ \ ` \ \ \ \\% \ ♦ ` ` ` ` ` \ \ ` \ I I I , \ \ ` 1 ` /' - - — I ', 1 ' \ C ` \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 I \ \ \\ \ \ \ \ \ \ I \ \ O / I' , I 1 \ \ 1 1 \ \ \ `\ ' I I I ,' --- ---- I // I /' I ,� II I \\ I ` \ \ \ `\ `\ I \ 1 i , 1 \ \- `\ , `\\ \\ \ \ \ \\ \ \ `\ ` / ' I / \ ` DRAINAGE AREA MAP , \ 1 x-_ _-, _ __"- I \ \ 1% I 1 \ \ ---"" BRIERY CREEK VILLAGE �\ �, I I - I I \ I , \> \ \ \\ \ \ , \ \ \ \ 1 I ' - - -COT 15 - - - - - '1 '% \ \ \ \ \ \ I I , \ \ \ \ , \ , \ •, / I I I I I - -----_ _ 1 I I \ 1 \, \ \ \ \ I \ \ I \ \ \ \ , \\ ♦ \\ , I 1 1 I I I 1 - - - _ _ -------- - - - " - - - - - - _ - I I I I \ \ ` ` ` \ ` \ \` \ 1 ' ` \ \ \ ` . \ , \ \ ` _ _ _ , - I LOCATED ON STATE flOUTE 622 %SCOTTSVILLE DISTRICT _ ALBEMARLE COUNTY VIRGINIA %1 I ' I I I -------" ,-' --- -_-- I / I ' I`\ ` , , \ \ \ ,\\ \ -\ I ' \ , `\ \\ \ \ `\ \ . I , 1 ,' \ _ --_''" `- - ----'' -�--__----" _' , - ' "/ /// ' ,' 1 �\ , \ \ \ \ \\ `\`\`1 , \ 1 I \\ \\ ,\ \\,\\ \\ , \----------, n \ 11 `\ `\ I - ------- -- - -- - --- - --- 1 \4)\ , \ \\ \\\\ \ \ \ \ I I n \` \\ I SCALE ' 1 = 100 DATE : MAY 11, 2005 1 \ \ \ I /' --- ---_ - -----LE}"T 34 _._ . , / , I `t,. \ \\\\\\\\k \ \ . , \ 1 ,' 1 ,---- ___-----_- _ ---' ,' _- - ,_-- ,- 1 \ ` \,I `,'�, ` \ , ------ CONTOUR INTERVAL = 2' DATUM NAVD88 I , , I \ . _ - ' _ n,, , 1 \\ ,,// \ '`. , ♦ ` `, \, - REVISED JUNE 7 2005 1 1 \ 'I I \\ 1\ \ \ \\\\ \ �\ -,' ,' /'/ - _ - j,.)_ I ,lDJff , I I I \ \ \ \ \\\\I\l\ \,\ ` , \\\\\\,\ \\ \ \ ___ ' \ ' /111 I I I \ , \\ \\ \ \ \ `\ I. ------_ -_ I / / _ --- I / / ' I I \ \\\\\ __ -\ , ` \\ \ \ \ \ ---_ / \\ 1 \ ` \ \ ` `\ \ \\ \` - - - I' // J _ -' '/ ' I' I '/\ ` \\ ` ` \- ,% - \ `, ,\,\, \ \\\ \ ` `\ -- --- I 1 I I 11 1, I % \ I I , I - �, I , 1 yr \ ` \ \\ , ` - - FOR 1 \ \ \ 1 \ , \ \ \ \ \ \ \ \ `_ •-\ , - I I \ r \ \ \ \ \ \ \.\ , \ \ \ \ \ \ . STUART GUSKIND ` ---- I 'N7�7 \ N. \ \ \ , , , 1 I c ROGER W. RAY 6 ASSOC. INC. ! \ 1 1 \ n ` \\ \ ` ` \ \ ` \ \ \ \ \ \ i \ N. ` \ - _ I ' \ , I \ - / , ' \ ` \ \ \ \ \ I \ 1 \ o \ \ \ \ ` \ - - - _ _ - \ %\I '� \ \ \ \ \ \ \ _ , J \ I I \ \ \ I I \ \ \\ \ - \ \ �- --- \\\ \ ` 1717 -SB ALLIED STREET I � � � �� , \ ` ` ` _ \ `\ I _ \ - CHARLOTTESVILLE. VIRGINIA 22903 GRAPHIC SCALE 1' =100' I ^Iv ^C^^I`` rr 11 \ , ,� -fr\�'\�, ;,> ^- \\ - _- ' `` ``\ - `` `\` \ \ - --- - \ �\ _ 1 _ - - - - _ �\ , - , ) \\ \ \ \ ♦ \ \ - - LAND SURVEYORS LAND PLANNERS s 1 P SERV TION \\ t I 1 - - _ ' \ \ ,, ` `\ - _ ` 434-293-3195 ` I / .� I , ` \ \ \, \ \ \, ` \ 1 1 ' \ I ( - ` \ \ \ \ \ \ `\ \\ , / , I I \ \ \ \ \ \ \ , \ ` \ \ \ - _ I A A\ \ \ \ \ \ 1 1 1 1I I I ' I ` - - \ -___ \ \ N. 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