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HomeMy WebLinkAboutSUB202100116 Plat 2022-08-05STRIBLING HOLDINGS, LLC PO BOX 1467 CHARLOTTESVILLE, VA zzgoz DEVELOPER: RIVERBEND DEVELOPMENT, INC. GRANGER PROPERTY 455 SECOND STREET SE, SUITE 201 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINSNGINEERING PRELIMINARY SUBDIVISION PLAT zoo GARRETT ST, SUITE K CHARLOTTESVILLE, TTESVILLE, VA zzgoz TAX MAP: o7600-00-00-02400 D.B.35zS 68.96 ACRESCRES SAMUEL MILLER MAGISTERIAL DISTRICT V ZONING: RESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT WITH EN ALBEMARLE COUNTY, U T 1 I RG I I A ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (ALA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. 1 PROPOSED USE: 73 TOTAL RESIDENTIAL SINGLE-FAMILY DETACHED DWELLING UNITS - COMMCOMMONWEALTH THOR IRRRV 1e' ------ --- __-- DEPARTM OF R STANDARD LEVEL DENSITY: ALLOWABLE104b ENVIRONM NTAL STANDARD BONUS DENSITY FOR MAINTAIN NG EXIST NG WOODED COMMER IALOF i' ER DEVELOPMENT: 97 / MP �µ O CE AREAS EQUAL TO 20%OR GREATER OFTHE SITE (SEE LAYOUT PLAN SHEETS FOR LOCATION OF PRESERVED SITE WOODED AREAS) MEDLIN,B MR MAR URLEYM SIRRMARYK .6.1i333 MRAILROAD TOTAL PROPOSED DENSITY FOR BY -RIGHT R1 CLUSTER DEVELOPMENT: TIME 9 EsIDENDErvTIAL SOUTHERN 0.97 DU/ACRE x 68.96 ACRES x io% BONUS INCREASE = 73.58 DU/AC (73 UNITS) MEEDLILIN,, RY BURLEYMSR TOTAL UNITS PROVIDED: 73 UNITS 32.398AP-333 ---� RESIDENTIAL --��� 111 /b�\\\ III ALLOWABLE DENSITY: 1.o67 DUA PROPOSED DENSITY: 1.058 DUA __-- \\ v/ \��j\ IIIII it ♦ \\\ I NOTE: FOR CLUSTER DEVELOPMENT, A MINIMUM OF z PERCENT OF THE TOTAL LAND AREA - /✓ \ \ OT 66 \T'i/ /'��\ `� 1d LOT 61\\ I I TMP76B-a 5 / \ /j / r \ \ 1 I / / MAURYSHIELD WITHIN THE DEVELOPMENT SHALL BE IN COMMON OPEN SPACE. \ 'il I�� /,� \ LOT 62 �� \+ L T 67 /�/ /%/ \, \\ / 1 / LOT 6 V "RE510EMI PHASING: THIS PROJECT SHALL BE DEVELOPED IN TWO PHASES. PHASE I WILL INCLUDE 54 � � _� \\ � \ ,, \.�/ LOT 6 LOTS (SOUTH OF MOORES CREEK) AND PHASE II WILL INCLUDE ig LOTS NORTH OFO i /° �• L��' \ r-\ . \ "' LOT 9 MOORES CREEK. PHASE I LOTS SHALL BE INDIVIDUALLY SPRINKLED, DUE TO THE \ \ / /i I I /°� LOT 6 // , :. I �a / SINGLE ACCESS POINT INTO THE DEVELOPMENT. PHASE II LOTS SHALL EITHER BE /� ,,,✓' I I I SPRINKLED AS WELL, OR THE EMERGENCY ACCESS ROAD SHALL BE INSTALLED TO OT 69r/r /ii STRIBLING LANE AS SHOWN ON SHEET THIS EMERGENCY ACCESS ROAD & '� \ \ 'r '/ \ \' LOT 6.1 TMP,6B- 7 VIR61NIA ELECTRIC&POWER CO D.B. 539 P. 337, P. 339 (PIM), D.B.5o8P 6os(plat) RESIDENTIAL 13' \ rr rr \ n / _ TMP 76B-x PEDESTRIAN CONNECTION WOULD PROVIDE A 2ND POINT OFACCESS TO THE \• \ // /r /� \ / /^�� -� - i MERRILs,MAURYE O7 70 rr \ \ // /' \\ \ / LOT 58 MERRILY PLANTATION DEVELOPMENT. PHASE II SHALL REQUIRE A SUP FOR THE STREAM CROSSING. \ /r rrr rrr \\ \/ ^\ \,\ \d , RESIDE7Pu3 �. a % \ ' \ / \`\ LOT 57 @\ I,I,II. RESIDENTIAL LOT 56 TOPOGRAPHYISURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BYROUDABUSH,GALE& \� \ /rr rrr ASSOCIATES IN MARCH, 2o1a. FIELD VERIFIED BY COLLINS ENGINEERING IN APRIL, 2021. DATUM: NAVD 1988 �•�� v<�r r O7 72�f\\ EXISTING VEGETATION: WOODED LOT WITH HARDWOOD TREES. THIS PROPERTY IS NOT LOCATED WITHIN AN ALBEMARLE COUNTY AGRICULTURAL/FORESTAL DISTRICT. FLOODPLAIN: FLOODPLAIN LIMITS SHOWN PER FEMA FLOOD INSURANCE RATE MAP NUMBER \ \\\ \ < /' ' P76B-' a �� \ / SHIELD$, MAURYF 51003CO269D DATED FEBRUARY 4, 2005. \' \ - �F. D.B. YP AN ATION - - \�\ D.B. v47 Pu3 p RESIDEMIA I IFI '--- - fF 1 STREAM BUFFER: 100' WPO STREAM BUFFERS EXIST ON THE PROPERTY AS SHOWN ON THE PRELIMINARY 'S PLAT. SEE SHEETS z AND 3 FOR LOCATION OF THE WPO BUFFERS. THESE BUFFERS ` �- - > / , --bE� 00 zo ACRES " SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. o \ 00 01 ,I'I ���` I ICI III P\\ PRESERVED/MANAGED SLOPES: BOTH PRESERVED AND MANAGED STEEP SLOPES EXIST ON THE PROPERTY. SEE /j� ��(�`,� IIII EXISTING CONDITIONS FOR LOCATION OF THE STEEP SLOPES. \ P H A S E N. ` \ \\ LOT LO7 21 \\ LOT 20 III' ''- WATERSHED: MOORES CREEK WATERSHED �� OT 2 I III w ACCESS: THE ENTRANCE TO THE SITE SHALL CONNECTTO SUNSET AVENUE EXTENDED. LIMIT PLIASE R� �� ���j �' /\\\ \ \\ LET 1 THERE WILL BE AN EMERGENCY ACCESS CONNECTION TO STRIBLING AVENU E s---""- -�IIMITS OF PHASEI �s \\ \\\ FOR A SECOND POINT OF CONNECTION WITH PHASE II. / , \\\\ \ \\ \\ LOT 18\ `, r �O OPEN SPACE / / \\ \\\ \ \ \\ \,.„�"BLOT 2 Iw I IIIII I I SETBACKS: FRONT: 5' MINIMUM (i8' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) c2 i3.o3 ACRES // \�\ \\\ T 17 FRONT MAXIMUM SETBACK: NONE $ O N SIDE: 5'MINIMUM, NO MAXIMUM -oa-D G20 : //\\\\ \\\\ O7 8\\\ /'� \�1 r/ ��\ I I IIIIII II BUILDING SEPARATION: io FEET noe lNC ro \ / / \\\ \\�\ ' �� \` I /\ \\ _. '" LOT 2 t,/``LOT 2�� = I i I I REAR: zo' MINIMUM, NO MAXIMUM NrrccRouP PHASE I ' / \\\ \\ // +'�� � \ I / I'II I p. 67o \ / \ \ LOT 15 NOTE: LOTS SHALL BE A MINIMUM OF 20,000 SF AND HAVE A MINIMUM OF 80' ROAD FRONTAGE (EXCLUDING LOTS AROUND A CUL-DE-SAC) ; / \\� " \\\\ r/ ��------�\\ BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35' , \\\ LOT1 rrr \ LOT 26 \// BUIDABLE AREA: BUILDABLE AREAS ARE SHOWN ON THE LAYOUT SHEET FOR EACH LOT. SEE TMv,6Rv-04-47 /\r / \ \\ /'r /// 11 II \\ IIII DIAGRAM ON SHEET FOR TYPICAL BUILDING LAYOUT AND MINIMUM REQUIRED �/ II < LOT 27 I I I I BUILDABLE AREA. 4 �� / \\`�\ .,' \\\\ \\ LOT 2 j LOT 29 Ik LOT 30 / I i'�I I IIIIII ' TM 76. TmP,6R+oa-W (� T 12 / ' i / / -I ' / i 11• r DER IC OPEN SPACE REQUIRED: 68.96 ACx25% 17.24 AC \ / / LO 38 lE ` D.B.P NOTE: A MINIMUM OF 20%OF REQUIRED OPEN SPACE OUTSIDE CRITICAL AREAS PER 1 1� ;� �/ REST El SECTION I8-4.7=17.24 AC x 20%=3.45 AC Q�_� \\\ �/ \tea lilt \,IPA LOT 1 11 I' IIIIII ` OPEN SPACE PROPOSED: OPEN SPACE W = 13.03 AC I 11 I ✓ OT 3 I T3 TMP76R¢-04--45 IIII O/OPEN SPACE'B'- 9.zoAC 'o o I IIII / III OPEN SPACE'C'= 4.4o AC 5° I _ ; I d LOT 35 I,I / LOT 2 / I OPEN SPACED' = 0.28 AC ° 1 - �- I'I ,I LOT 3a _�\ I TOTAL OPEN SPACE- 26.91 0% , 1 OT 10 1 II III 1 \ I 9 (39� ) 0 1 � III I �\ I i M IIII OPEN SPACE PROPOSED OUTSIDE CRITICAL AREAS=6.55 AC \' I \\ OT l lil IIII{II IIII LOT NOTE: OPEN SPACE CONTAINED WITHIN THE too' STREAM BUFFER SHALL BE TMP,6R.- DEDICATED TO PUBLIC USE ASA GREENWAY. A PUBLIC TRAIL IS PROPOSED WITHIN THE I \ All �y I III GREENWAYTO BE DEDICATED TO PUBLIC USE. ' 1� 0TB \\ �' \\ \VII III PI l- I III TMP �-o -so \ ���� C LOT 4 IMPERVIOUS AREAS: BUILDINGS & DRIVEWAYS = 233,600 SF(5.36 AC) \ /'/ ,� =��IL_ '1I� IIIIII \ DEVELOPMENT ROADS = 143J4o SF (3.36 AC) \\ '�/� OT 8 �� \-1 - - ---/�'/,I•,n ' 1'I OPENSPA C \ P - /, 1 1 IIIACR� FUTURE R/W DEDICATION = 87,485 SF (z.00 AC)/ SIDEWALKS= 44,zoo SF (1.oz AC)� / % ��� OT 4 LOT TOTAL= 509,025 SF(11.68 AC) LOT 47 /l��i/ OT 7 BENCHMARKS: SEE SHEET z AND 3 FOR BENCHMARKS ON THE PROPERTY. \\LOT 4 I 1 , 1Ir RECREATIONAL REQUIREMENTS: NONE O76 \ LIGHTING: NO LIGHTING IS PROPOSEDT44 \ \ \ \ \ ) LOT SOI SIGNAGE: NO SIGNAGE IS PROPOSED AT THIS TIME. /�� LOTS TMP 76B-3 SHARON OR DERRICK STONE O.R.;3.3 P. z27 RESIDENTIAL c / LANDING'VL RESIDENTIAL STREETTREES: STREETTREES SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY //� / \` �C' 0T 4 /' /.�\ LOT 51 I ' LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND \ /i// LOT q\\ \\ // „""" /' \�\\ /•� I TMP76-46 IN ACCORDANCE WITH CHAPTER 14. /i O / \ // . / \ LO7 52 \� / / IBVESTM ,22 uc /j / \ / NEIGHBORHOOD 32,2" BUILDING SITES: EACH PARCEL CONTAINS BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF / / \\ /.\� \ ���`C\v// / RESIDENTIAL THE ALBEMARLE COUNTY ZONING ORDINANCE. THE PROPOSED PARCELS LOTS \ �/ 0T3/i\ // \\`L075 1-73) MAY NOT BE FURTHER SUBDIVIDED. ( TAP 76Ri03--e s / /O\\OC\\� REOFlELDS COMMUNITY \ / // \ / �®� ASSOCIATION INC C/O OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE co.22AIP rBRouP r \ / / OT 2 \ \ / i4\ \` D.B.aa79P.4.o �n �O \ / / / \ /� \ �V , 2� TIE-IN CONNECTION TO SUNSET AVENUE EXTENDED, WITHIN THE VDOT RIGHT OF RESIDENTIAL a PARKING: 1. (z) OFF-STREET PARKING SPACES REQUIRED FOR EACH LOT. EACH LOT SHALL o \ \�/i/ LOT) y \ / HAVE A MINIMUM OF z OFFSTREET PARKING SPACES WITHIN THE DRIVEWAY AND/�y�p GARAGE. z. GUEST PARKING ISNOT REQUIRED WITHIN THE DEVELOPMENT; HOWEVER, THE GRAPHIC SCALE ROAD NETWORK WITHIN THE PROPOSED DEVELOPMENT ALLOWS FOR PARKING ON ONE SIDE OFTHE STREET FOR GUEST PARKING WITHIN THE NEIGHBORHOOD. 160 0 Bo 160 320 640 PEN SPACE O 0s6 ACRES O \ BURIAL SITES: (1) CEMETERY EXISTS ON THE PROPERTY. SEE EXISTING CONDITIONS SHEETS FOR LOCATION OF THE CEMETERY. THE CEMETERY SHALL REMAIN ON THE PROPERTY AND UNDISTURBED WITH THE PROPOSED DEVELOPMENT. ( I FEET 1 inc = 160 ft. RETAINING WALLS: SEETHE GRADING AND UTILITY SHEETS FOR THE LOCATION OF THE RETAINING C ' WALLS WITHIN THE DEVELOPMENT. SHEET LAYO U T DAM INUNDATION ZONE: THIS PROPERTY IS LOCATED WITHIN A STATE DAM INUNDATION ZONE FOR THE SCALE: 1" - 16 �' RAGGED MOUNTAIN DAM. THE HAZARD CLASSIFICATION FOR THIS DAM IS HIGH HAZARD CLASSIFICATION. THIS DEVELOPMENT WILL NOT CHANGE THE OVERALL GENERAL BUILDING DEPARTMENT NOTES: CLASSIFICATION OFTHE EXISTING DAM. A PORTION OFTHE LOTS (LOTS 55-62 & 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT 65-73) ARE LOCATED WITHIN THE DAM INUNDATION ZONE FOR THE PMF BREACH. UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE ALL BUILDABLE AREA SHALL BE OUTSIDE SUNNY DAY DAM BREACH BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES WITH THE LIMITS OF THE SUNNY DAAYY BREACH INUNDATION ZONE. INUNDATION ZONE. SEE SHEETS FOR GRADING PLAN FOR THE PROPOSED LOTS HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE AREA DEDICATED TO PUBLIC USE: THE DEVELOPMENT INCLUDES A DEDICATED FOR PUBLIC RIGHT OF WAY FOR PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. THE FUTURE CONNECTOR ROADWAY THROUGH THE PROPERTY, AS SHOWN. TOTAL 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE AREA OF PROPOSED DEDICATION IS z.o ACRES. TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. NOTES: J. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT 1) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT. 2) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION COUNTY STANDARDS. PERFORMED BY THE BUILDING DEPARTMENT. 3) ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 0 TRIP GENERATION CALCULATIONS SCALE: i"=iool TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (loTH EDITION) 73 SINGLE FAMILY DETACHED UNITS (CODE 210) TOTAL ADT: 6go VPD (345 ENTER/ 34S EXIT) TOTAL AM PEAK: 54 VPH (14 ENTER/ 4o EXIT) TOTAL PM PEAK: 73 VPH (46 ENTER/ 27 EXIT) An-a's P zzaTt, ` �I: air e Fry Sp ng Stat'cr llr Vrgr a Hc5 t- Aromas fe., i��l o ct o pa _. 118A v `�29i �--� F S\ - JOhnscrE 118E -,-�Nob Hill 118B THIS T Sherwood Farms my •a�a?'�� FRY'SSPI +C �Y ype �. ®� `t°i Nov 780 - W c K lJ _ Azalea Park dd VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 EXISTING CONDITIONS 4 OVERALL LAYOUT PLAN 5 LAYOUT PLAN - PHASE 1 6 LAYOUT PLAN - PHASE 1 7 LAYOUT PLAN - PHASE 11 8 OVERALL GRADING & DRAINAGE PLAN 9 GRADING & UTILITY PLAN - PHASE I 10 GRADING & UTILITY PLAN - PHASE I 11 GRADING & UTILITY PLAN - PHASE 11 12 NOTES & DETAILS 13 2ND ACCESS I EMERGENCY ACCESS DESIGN 13 TOTAL SHEETS LEGEND EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT 100' WPO BUFFER PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. DRAINAGE PIPE BENCH MARK 4 VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING zoo EXISTING CONTOUR 100 PROPOSED CONTOUR 506.71 TC 506. 21 EP PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX 506.77 TW 506. 21 BW PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES LIMITS OF FLOODPLAIN/WPO BUFFER PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL EXISTING GUARDRAIL 0 Qo Qo Qo 100 YR. FLOODPLAIN w - = = = SUNNY DAY DAM BREACH INUNDATION ZONE APPROVED by the Albemarle County Community Development Department Date: 81512022 File # SUB202100116 Granger Property Application Type: Preliminary Plat Lead Reviewer: Kevin McCollum SCOTT/R. CDILINS'Z Eti Lie. No. 035791,E P 06/17/22r4 o�'SlOnrel. E�G� Z I O I U Lu Z V) w p I O Z j O w V/ LU c APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT Z O w Z Z O U 0 Z N Q ] CC O _ tL ] W ] d i 0C d LU n O n Q N 0000 N to 0 C) ti or M ` 00 z ry O r M nIIIlI�i H-l! N I C:) 11--l! 0 N N W Q LU J ` > I..L r LLI OL9IY _j U W U 1 L Y ' LU UlvJ r./ Z w LNLJ W LL 0 JLU 0 w J 0 O N 0/ F- O a w IIII JOB NO. 202198 SCALE 1 "=160' SHEET NO. 1 \ \ \ \\\ \ \BRA C CALF \ \\\\\\ \ \�—�/'N / / _ _/ _—\—_—_-- _ _ / ',' - \ V A V A — 4� — I I / / / / I I I \ / _ _ tacks / / / / / / _ \ — — — _ / / TH OF so \ \ o \ 4� \ \ \ a tiso \ 3z \ \Q - - - \ 76 17A / / / / / l / l / _ \ / BOUN6ARa L1MfTS i ILROAD k1N R SS / \ VA v A��� \ VAd / / / ( \ 1 //- --- - / / 1 CdMMdNWEALTH OF VIRGINIA, / / / / I DEPARTMENT OF FORESTRY - - / - �_ - - _ - - A ST)iIBLING AV ilU I I V A \ V D.B. 4880, PG.6&3 / 1 - // — �_ 540° 8'26"wz o' / / / /' / /' SCOTT R. LINSZ � E ) �v A V A \�V AA A ------- -v C MMER LOFFIC-E--- / / / / / ///�i-- /-----_/' 9 %6 / / / / / / / / p vv V \ V A\ \\ \,- ---/ / Q _-/' /' / / ( _ -- _ / // / / / /// / / / / / U Lic. No. 035791� 0 ft. \ \ \ \ 61� \ ; /'/ // / / j / l _ spa°a3do° 33og / / / ' / G)AN=R SA -SANITARY SEWER - - - - - � / / / / / / / / / ro TMP 76-18 \ / \\\ \ \ - _ _ _ - - - - _ -_- �4 $ae _ _ - X18 JNi 06/07/2 �C / - -_- — - 1-r ° / / TMP 76B-1,T MEDLIN, BURLEY M \ / / \ \ — ~ - \ = - - _ - = =Tz _-__ - — t R OR MARY K / \ \ - - - // / - E \ ' / / /'/ / / /X/IR.5NI pE 37,#. &POWER /5� / / h° �SSIONAL ECG r / / / D.B. 539 337, 339 tat , / = / ! / B.508 605 la / P I \ 4 / -' / / \ - _ - -_ — N RpILROpO — - - \ \ j /%a z = \ / sj /' s.a3 / /°R SID�NTIAL (platy / / \ B. 3982, 333 — _ - \- - - — ER / '= / / / TMP 76-19 RESIDENTIAL \ \ — SOUTH / 5615s 5.as�^� Ma ME LIN, BURLEY SR ORMARYK/ / // i IIII \\\\\ \ \\\\ \ ( / — ^\ so� �- i=es`� \ \\�\ �i�1 ./ W �� °\�P I '.'.i ` // I II / 0 /��os ' / // D.B.3,98 p.333 / / I1 \ \ \\ \\ \ / _--- _\ � , = -_% //I\\ \ \ \ \I\4�\ 1.�� /�. -. � 1' em s. I INGP RrFSIDENTI� - \ szs°1s'3s^ 53 z s09°24'41"w s.as' / / / U1 / _ �'1\\\ \\ \ \ \ / \ \ �\ \\\\\ \ I I I WIDE PANED ACCSS / / / / / / / �/ / A _ - - - - - - A� EXISTING PRESERVEq v v \ ! AA r `. `. W /' / m XISTING8X8'CvONCRF�T�AJtC EDCUL�lE�i --- _--- \ V A I 1 / /' \ \ v v Bamv v ��'�'�\����VA r I STEEPS�LOPES(TYP) �\ VA `t\V `t� x" �U.1`C10 B ER'. {� I I � / / // u�i \\� VA ��V���\V� A 1 - i� E . VE E�Ero V �A \ V A v __ - / / .; / WPO 100' BUFFER A � �A`\ \\ � A �� TMP 766-1 / / / / O / _ - - A E sATEL-rreifs A \ A V A V A V\\ .VAA = 1.' / AV\� I �� y MAURYSHIELD / / a �d \ VA A \\ \ D.B. 1147 1 3 I \ \ \\ /' /-- V A \ i\\\\�\ v\ RFy�v, .I . �' RESIDENTI V/ g \\ / VA�„ I\LAVA \\A' / ��Itl` I v - / �ra��E I 1 A 1 \ A - /� E IST NG STf ZIB�IN 0 0 box I A /' / / — — v v — —'(1�'-1�' AID ) z in Pond I \\ _ _ v I I\�\ I I I V() '. . . '•. y +. . 4 .'.�.`. 2 tory °DICTA KfOSE//� / / l _ I r\ II — / .—.—. `. .' . . \ —' /' / \ / 11 �I I I.I T 4 .' ,.... . . O x4 ona ��� f &MIT YEAR F OOD PER sLo �vei / / I I I � I \ \ - / v � / � // ) '�. � I � I . � � � � / I � H � o MONUMENT (TYP.) n' ° tee`. y. '` .\ PLAIN / / urF tG�A e ; I / / _ - - - / / / / a /I/ / / \w a .2 �'.\.�i / 10°1 TS"W .56' /" vv —EXISTI-N6jWRWSA��4 s�Y° �\ I c\ � �I y/ I I EX. OVERHEAD N° — / \ \ I I 'I I\ / / / / Ei�l$TINei +2UN _ — — — / / / I' /u / // /� I I � / I X z I I I I I I I I l Q / y POWERLINE TO �+ \ / A I 1 A / / — DAY DA B AC _ /' / / / /// CJ / „/ - I I / — / — _ ABE REMOVED A V 'M° A / / — _ / / / / / / '. I I Z �I \ \ / / /I/ / // % yGc ve.cxcxr 58 12"W 38.37' \ \ I$TINd� / / / / �UNDATIONE / / �� / // /� N✓ „.' w v v //L_ -- // // ' e I W � — — — '�'� -\ \ \ � \ \ I 17 TU' IIII 1 II // / / /i` .,^'�. �.// - \ 46c_ N7s1z1sluvz ` / // / Nsa°o2'1a" za.1/ a j / / 1 NOB HILL SUB IV SIGN 1 TMP766-2 I � --- -� TI1ING,CONCR�TE a �\. 2 '�. `1 l`. �'.`.`.'.`.�° s \ � / / / / / / ��- 1i / j _ \\�--- �/ /// I� 3"'q'1s13 a / % / SHIELDS, I - -- \ \ \. ! 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Lu z LL w .~. r 0 w a U') JOB NO. 202198 SCALE 111=80' SHEET NO. 3 TMP 76-19 MEDLIN, BURLEY M SR OR MARY K D.B. 3982, p. 333 RESIDENTIAL TMP 76R1-04--D REDFIELDS COMMUP ASSOCIATION INC C COMMUNITY GROUP D.B. 3267 p. 670 RESIDENTIAL TMP 76R1 Q •lj:i TMP 76R1 TMP 76-17A 1 I, COMMONWEALTH OF I \�JI DEPARTMENT OF FORESTRY D.B. 4880, PG.683 COMMERCIAL OFFICE TMP 76-18 MEDLIN, BURLEY M �R OR MARY K 1.8. 3982, p. 333 TMP 76 //>TMP 5o'x6o �' OT'66 BLDG SITELOT I (TYP.), LOT 62 L QIL_ T 67 ` '� - P 5E` l T 68 A� �q LOT 6 LOv��\ OT 69 ko°oap �pA0 \ ' ' SO LOT 6 ,? `\ , ,L,OT 56 LOT \OT 71 LOT 55 \ ` OT 72 I •�;; -, T i /dKf?RASE 1) ITS OF PHASE I SPACE A LOT 26 � IP I I� , I ' N ' 8-' W 31.26w � TMP 76B-1 r_ I SHIELDS, MAURY F MERRILM P-ANTA ON .B D. 11b7 p. 113�' l RESIDENTIAL / 1056'26•W 24.60' 3'43'10•W 33.06' _" -- "-- TMP 766-1-7 _ VIRGINIA ELECTRIC &O WER CO D.B. 539 p. 337, p. 339 (plat), ' z 55.63' D.B. 508 p. 605 (plat) -W� 5' 45.86' RESIDENTIAL 18 we'ss•w �olto ��,(E E'F. SSP '41' 49.49' 14'-20'P VIED LT OAD TMP 766-1 TO BE UTI IZED MAURY SHIE D.B. 1147 p 1 AS AN EMERGENCY h2•W 38.37' TMP 76B-2 SHIELDS, MAURY F MERRILY PLANTATION D.B. 1147 p. 113 RESIDENTIAL II'll /.I \ jilt \ 'II LOT21 "T2 j LOT 2 II i I l I I I LOT 2 I I I k-1 _ SE Ilit ;II �.` ```V ,; � ♦,� .� LOT 27 III �I'jl Il LOT 29 LOT 30 I I � \ LOT 28 ` '� I I'l ll 38 \ Q ,, f I I I �.., C1 RT UBICROAD(5 k LOT 1, --------- Q \I III i l 'LOT3 i� LOT 34',I I I li iI 4 'j 0T ,D V I,I o'x6°' OT 4 I' ll'BLDG SI �' ll'', LOT 33 i i`. III (TYPJ'I' II'' jl y QQ Illl ill a`\```�``�:'I / I III . I I �i ILOT 4 OT �� -------------- 4 LOT 47 %1i LOT 4 I I jI Ill \ VD LOT 46 I ', LOT 4 j \ OT)43 % � / i 11, j I';II \v alp �/ � > J � II 1 I ♦I . y. k\ O T 4 LOT 50 i J 1 i LOT 5 A, ♦ � tie � LOT 4 ,.. � �� ♦ f ,� LOT 52 4r %II \ ♦ \` OT 3N LOT 5 \l ♦' � � �„ \ \ 'LOT 54 '\` ��, � ; ♦ X iz \R i LOT 2 A i V' o�.VDH SF/E� TMP 76131-03--B REDFIELDS COMMUNITY ASSOCIATION INC C/O COMMUNITY GROUP D.B. 2279 p. 410 RESIDENTIAL GRAPHIC SCALE ,2D BD 120 240 FEET ) 1 inch = ft. 480 PROPOSEDE AT SUNSET • • • 76-2 ICK E 4722 .•136 IENTIAL N 44.64' TMP 76-3-34 JOYCE OR WILBERT WINGFIELD D.B. 1230 p. 628, p. \` \� T 9'25•E 59.40' � '04'12•E OPEN SP \\ 4'40A 11 i rTMP 76 -0T=A f­UOWNER'S ASSOCIATION OF PARKSIDE AT EAGLES / LANDING RESIDENTIAL Iwo TMP 76-46 l NEIGHBORHOOD ♦ INVESTMENTS-JR LLC D.B. 2171 p. 225 RESIDENTIAL CD 1 (7 0 TREE PRESERVATION AREA: (MINIMUM AREA = 20% OF TOTAL SITE) TOTAL SITE = 68.96 ACRES REQUIRED TREE PRESERVATION: 68.96 ACRES x 20%=13.792 ACRES PROPOSED TREE PRESERVATION: 13.81 ACRES LEGEND: Q 0 PRESERVED STEEP SLOPES MANAGED STEEP SLOPES WPO BUFFER AREA BUILDALBE AREA RIGHT OF WAY DEDICATION PROPOSED ROADWAY PROPOSED TREE PRESERVATION AREA YF'IUAL LU I UL I AIL I,NU I I U SUALL) R L 5' 12 50'x6O' MIN YID TYPICAL ---- - -I BUILDABLE I AREA I t0' MIN. I I I II MIN 70' MIN. MIN 20' MIN VOTE: vIIN. BUILDING SITE AS SHOWN = 3,900 SF ON. LOT SIZE = 20,000 SF, PER ALB. COUNTY CODE 18.13.3; THIS SUBDIVISION PLAT IS CERTIFIED TO PERMIT A OINIMUM OF 3,900 SF BUILDING SITE ON EACH LOT. GRANGER PROPERTY- PRELIMINARY PLAT LOT# LOT AREA BU I LDABLE AREA 1 20,068 15,375 2 20,005 15,680 3 20,029 15,803 4 20,088 15,758 5 20,032 15,735 6 20,065 15,810 7 20,059 15,810 8 20,054 15,775 9 22,521 17,698 10 26,180 20,800 11 26,352 15,163 12 25,590 7,705 13 22,195 6,685 14 22,205 9,018 15 22,807 9,430 16 20,048 5,575 17 20,076 5,831 18 21,678 17,137 19 20,432 16,127 20 21,659 13,064 21 20,112 11,860 22 20,080 7,975 23 20,098 5,825 24 20,005 11,540 25 20,015 14,530 26 20,068 13,595 27 20,190 12,931 28 20,031 13,378 29 20,085 15,734 30 21,998 10,396 31 20,070 4,802 32 20,055 8,190 33 20,020 12,510 34 20,120 15,698 35 20,117 15,821 36 20,206 15,935 37 20,174 15,251 38 20,534 17,945 39 20,213 14,030 40 20,080 15,547 41 20,079 15,618 42 20,518 15,876 43 20,062 16,074 44 20,030 15,649 45 20,008 15,691 46 20,097 12,150 47 20,062 13,237 48 20,009 11,062 49 20,045 7,535 50 20,051 8,431 51 20,075 9,788 52 20,060 10,477 53 20,004 12,877 54 20,103 14,137 55 20,005 13,397 56 20,026 15,149 57 20,008 12,680 58 21,140 9,861 59 23,554 7,324 60 25,040 8,568 61 21,240 13,716 62 22,180 13,538 63 20,472 15,835 64 20,074 15,842 65 20,118 16,942 66 20,253 11,836 67 22,140 11,472 68 20,627 13,582 69 20,560 14,440 70 20,005 14,422 71 20,003 15,289 72 20,064 15,804 73 22,595 13,816 Lic. No. 035791 a ),,rr06/17/22 ``�4 o�s10MAL E�Gl Z � 0 Ln I 4., � E If z U) ' c o F � a F- u 3 F Ln Z w z 0 ` ` O Z U) o �I/ t 1 }lc i z W �` JLU N ri d L En w i F z w 0 i U iEn Q 0000 j a w _ N F 0 i LU ) d (n w > F LU c " g- Z (n a i a Q O ) Z ) O w ,�a ) w Q F w N CD CD n Q 1 Za 0\° N O Q J C� cyi •..� z cv O a F V ° 0 N � a Cn I O I -I o W m Q ZD ° L1J o C J ° s _ L_L Q z° ® z Qo a O ICC-I o G 0 Q J W O .S UL_L 0 o I a W J W J ° E ul o W \w / Ow O W Z O � z (� ��// L_L z JLL L //�� O U W Lu a ^ v 0 - O z w O N 0 Q U 0 0 V w N ° U ri r 1 a w w � E U JOB NO. 202198 0 0 ° SCALE 11 1= 1201 0 C a SHEET NO. 4 0 m \ CG6CU N�\ \\e LOT 8 \ sow' -' / \ s / ,9 \ DHI / {� LOT 7 VDH Mon GRAPHIC SCALE ( IN FEET ) 1 inch = 40 ft. \ \\\ LOT LFI \\\\ I —J I L —— I I so REAR SETBACK(TYP,— ; 56,--T --- 0 80, 4 I __ — _ I �� \ r 6' 8�-- - _I--� _-- -- PROPOSED \ \\ 6'PLAN ING501x6ol/ ^ I \ \ STRIP(T P.) TYPICAL -- BUILDING SITE I MATCH -SEE SHEET 6�i \ \ LOT 4 r'J --� \ / / LOT 48 /ti,' / VAPOV LOT 47 \ \ 9 COl n' WIpT m I PROPOSED R/W Y , / N T 6` LOT DI I LOT \ �\ \\ LOT / / / I \ \\ \ \\ r LOT 6- \ as LOT 44 20" Oar � LOT 5o Vg � A /' / A / �� I' I / PROPOSED STREET TREE(TYP.). / ,- LOT / / A �OA�T \ /' / /' / -/ LOT PROPOSED R/W 6' PLAN NG m PROPOSED STRIP (TYP.) \ i' /' \ ,p /L / // ^�\\\ So'X6o' /' /.� LANTI G TYPICAL // / \F / / STRIP(TYP. \ / �9s BUILDING SITE / y1 / / \\ \�'�O \\ PROPOSED / p / \\�\\ LOT rj CG-6 CUR PROPOSED STREET TREE(TYPJ v S PSI (TYP)/ `. 10� LOT 4 / O < \ JL �15 PL9 /49' PROPOSED WE CG-6 CURE / ST T SIGN (TYP.) LOT 3 LOT 53 "71 V 'LIMITS OF •� A / ti� A\v'WPO BUFFER PROPOSEDR/W V A\\ �/ (TYP.) LOTS. v/ H LOT 2 :r'/ //'/\\\ /' A\ \� �� ,' n. h LOT Wx , yam\ /y,✓,� i� ♦ \ \ VD H --,STOP S (TYP.) / Mon. /,♦ E12' OFF \P=�; o ' EX. ROAD e 2o' E/P - E/P REET SIGN (TYP ,♦ 12' OFF / EKE P IT CG-12 (F ♦ PROPOSED ♦ EXISTING D DETAIL, S DISTANCE TO NEAREST /INTERSECTION = 685' SWAN RIDGE ROAD EXISTING SONRIDGE TO lEFF oR MENTS SEE SHEET 4 FOR COMPLETE SIGHT DISTANCE rVERLAY F LANE. SE WP-2 12 DH on. SCOTT/R. C15•LLINS2Z Lie. No. 035791 06/17/22�i w N O n N o t W N \p z w w z w ul z (n ti cY) C6 (n N M N O rn N N > Lu J elf Lu Lu Lu Lu LLJ CD JOB NO. 202198 SCALE 140' SHEET NO. 5 �3 �T �o 0 m 3 I APHIC SCALE ♦ /'' 9° III / / `\ ♦ MATCHLINE - SEE SHEET? IIIDILL/ I 1010, c\\ \\ ,` LOT 20; II WIDT / / \\ 16 uLo jB ` w\d� y / 0 SE o / \ ` ',� \\ •" \ `\`, I ,� � LOT 22 \\ PROPOSED / ` • CG-6 CURB I \ \ \ \ \\ \ \ I ' 0\- o LOT 1g \ � 6' LOT 18 ' /'�✓' PROPOSED r `\6' PLANTING STRIP (TYP.) paR SIGN (TYP.) \ — �\ LOT 17 \`\� ' \ \— — - 'g�uFF OR%. z5R \ I �, �I \<� `\\\ STOP N (TYP:) LOT 16 \ < \ y y° LOT 24I CG-6 CURB PROPOSED R/W s9� vv LOT 25 LOT 15 \ \\ �PCTCi '/o ' cFti • �\- zo'REAR SETBACK(TYP.) \ \ 125' / I LOT 1 / \ \ 1 P OPOSED \ c i AR. WIDTH \80, F—— — -----� I �, �Op' zo REAR \ S \ v SIG T DISTANCE LOT 26 �; <oT�ti 1 �I\ SETBACK(TYP.) I SEMENT / qti 1 II I STOP N(TYP.) — v z LOTSN. Wl_DTN I LOT 1 / r STREET \ N LOT 27 / I I \ PROPOSED /n OPOSED \d `\ s• EETTREES N / AR. DTH F SI TDISTA EASEMENT LOT 12 / ` PROPOSED R/V \ — — �ALBO_ACOURT nI PUBLIC ROAD I I I R --- -�4_- r---- �- ��6 ------ J 31m LOT 36 O ' EX. t o I �i� �I 1 LOT 35 --- ------ T 1 ----- 2-'---- WI° N I I L'. ' 1---------------- .'. � I I 49 LOT 3 I I I 1 ,. .... �h W °/ ° T 2 — --- ., LI I II I / VA�PO roc __ ----------- outcrops PROPOSED -----—___—__ ---- — _ &PLANTING ----- --J 1 v°,� PROPOSED STRIP (TYP.) 5oo I — T 1 NI LOT 34 \ roi 0 I I II I I I 'x6o' _I �I I� 8 LOT 10 o TYPICAL I IW Yly BUILDING SITE �I � II111 w of LOT °F\ \ LOT 40 M : I I I 33 SF\ \ F-- LOT g PROPOSED C CU LOT 4— I i 1. RTBACK(NP,-- , 1 _ � L Zage_a 5 SBB5 ` _ T f ---- _ T`46,- 6' PROPOSED �'A PLAN ING I STRIP (T P.) — / i — — / TYPICAL LOT$ ----- SEE SHEET BUILDING SITE MATCHLINE - T 5 I / l l LOT 30 I 4o M/^\W�. 18 PROPOSED (.k q k v 6'PLANTING I C ��' ��' I 1 1 PROPOSED STRIP (TYP.) - I ' PROPOSED /;%" I I `\ 4o CG-6 r 'I I TREETTREES (bo. \ �' CURB >'6' \ \ ; (TYP.) NN I of 1 mI rock �aS i \ co' III outcrops LOT 39 'i DIY v I II I �I I II I I I I I I II I I III I I � I I I I 'I I I II I I I I I I I � 'II I I II I I I I II I I I I ` II I I I I I I I I I I I I I MT II i I II III II I II I II I II II III I I III I II i II II II I I�III I II I I I I II I 1 III I I III I I III II III II I II I II II I II I III IIII II III I II Il tTH qp l SCOTT R. LINS2. I U Lic. No. 035791 � I �� 06/17/22c�4 I t `SS'IOrrnt. ELyG I � I 1 I �I I l I �I I I l z 0 Vl U I U, � w I 1 O o z I II Vl � W I i � lI 0 N N tELU rl C3 C3 rl fN W N \O L9Cn ti M O N ® CY) N O w CN N N w LU � J LU J 0 � Q A U W' LU Ul W LU JLU ~ JQ 0 0CN N U Q O H—II H co ZD Cn LL Lu HC� G LU z J 1 0 LL I..L W z LL J .~. r 0 w 0 LU V) JOB NO. 202198 SCALE 111 _ 40' SHEET NO. 6 3/1G" STEEL PLATE WELDED TO POST 6 GROUND SMOOTH 2-1/2" DIA. GALVANIZED STEEL POST. PAINTED WITH 2 GOATS OF PRIMER AND INSIGNIA YELLOW 3/4' DIA. STEEL PIN W/ HEAD W/ 3/5" DIA. MOLE FOR LOCK FIN15H SURFACE 3" DIA. GALVANIZED _ ; I' 19 STEEL PIPE SLEEVE CPAINT ABOVE GROUND PORTION SAME A5 POST) N m CONCRETE FOOTING . i 3/1G" STEEL PLATE WELDED = IE TO SLEEVE 12- NOTE: DRILL A 13/IG" DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. 0, thb,un6 Trockcf _ / / 145 __------ �/� I 20 REAR SETBACK(TVP.I / \ \ PROPOSED TYPICAL / BUILDINGSITE I I / 10owl1 N // %. \\ '/� / \\ � \ I II LOT 61 \ LOT 66 / LOT 62R_0'_m_1N WIDTH / ✓ / /i `\ \`\ I 1 4OT 6 1 . \ \ LOT SETBACK ( LOT 60 / LOT 65 PRO SED < 6' PLAN G STRIP(TY/1r/ �I /10 LOT 64 LOT 68 \ ti / / / / hI </ // // PROPOSED PROPOSED \ �I vv ��/i/ STREETTREES CG-6CURB j PROPOSED R/ / \ / / (TYP.) j' \63\LOT 69 /� �`F .o� LOT�^ .R PROPOSED R/W% // / / P 9Q \ STOP SIG Y '� Q ^ PROPOSED \\ 6' PLANTING \� z / LOT 70 / / `\ � � �� / , . � $�- \ \ `� ,�i / \ / \ , \\ STRIP (TYP. o/ / \ � LOT 58 LOT ♦s/'/ ROPOSED \ \ /F/A //^\ `\\ \ \\ 57 \ REETTREES \\\ \ (TYP \, \ , .) 25 \ \ vv / �' � / LOT 71 6 , v . v /, � ° v v LOT 5 \ \ \ / \ \ \\ / 1 \ \41** STIR SIGN (TYP.) PROPOSED \ / nlxr^l/ // \ ro\ \ LOT55 TYPICAL BUILDING SITE \ \m // i /" /' LOT 72 \ 8 / / / //, EMERGENCYACCESS // j/ `��e // // \ ?� \\\ ROADWAY DESIGN A// ��P //� \ � \ W�QGHTBEARING CAPACITY \ \m \ ' ♦ \ /�`` // PROP05EP \ (\ \\\SHALL BE85,000LBS / ,o / / \ \PROPOSED2o'EMERGENCY , _----- CG 6CURB ` \ ACCESS AND BICYCLE/ \ ' \ \m \ \ \SF\Bq` / / /// ✓ /�/\/', \ PEDESTRIANACCESS /ti // \ ROADWAY/' \ . \ / LOT 73 REMOVABLE BOLLARDS CO ATIBLE WITH KNOX BOX LOCKING SYSTEM FOR y / FIRE RESCUE TO BE INSTALLED TO PREVENT VEHICULAR ACCESS BUT STILL ALLOW ACCESS FOR EMERGENCY VEHICLES. \ SEE DETAIL, THIS SHEET10 10 ��••/' 9° z MATCHLINE - SEE SHEET 6 M. 432 6'x8' I conc. slab II II II x12' II culvert I I I II I I II II 416 II I I I I I I I I V I I I W RIP RAP I OF PAVEMENT I C SCOTT/R. ILLINS'Z I U Lic. No. 035791,E ��0 06/17/224 ��SSIONAL Vtl w zz w 0 I ♦ I ♦� vi a � ' 3 � I Z L w a 1 Z ' 0 0 1 O z In 1 ! � I Q 1 11.12CMP 2617 � W � J i .A I PROPOSED BRIDGE I REPLACEMENT FOR �MERGENCY ACCESSI TO THE SITE I �XISTING 14' TO 20' AVED ASPHALT i EMIRGENCYACCESS ROAD I I I .MH�� I I I II I I i 1 \ � j LOT 21 ME, Q n N O n co N �0 L M CA N ® co N O N LU N N Lb > Ld J W LJ H 1 U L LLI LJ Z w F_ C0 LU Of Of CV r•� cn / 3 n T H� a Q o 3 Z o 0 o t _ o Q w z n Vl H� Q o C T 0 G y o L J w z� U Q 0 0 J n o c T 0 OE LL c a W Q z J w w z_ O o z LL 1n z J 0 U O M LU V O a zN ax �cL W p J ti w N 0 W W U d In 00 JOB NO. 202198 0 N SCALE a 0 1" = 40' 0 SHEET NO. a 7 H 0 0 L -- 1 \ \ \ \\�•,\`,\\` \ t, 'erp m� 'f- ',COMMONWEALTH OF MRGINIA, _ ,-' - / _ \ _ ,.- ,- _-- - _ -.. 'DEPARTMENT OF FORESTRY i _ \ ''w I, __ D.B. 4880•P / /; ,/ - ` / ' • ¢t $ � e ,`, `„``,\\, `, \ \`\\`. `. .\ `._ _-_- - ,C �MMERGIAI, OFFICE ----- /, _� �___ _ , � _ ___ \ 1 - ----------------------- -\ I \`,\,`,`.•. \•.. TMP 76-18 - - - _ _ _ ! \ ', - - - �\ ____ _ __"-- _,--- _ _ _ _ _ - _ 1 / RGLNIA'ELEL` /C O- 'C0 `\ \\ ` ,., MEDLIN• BURLEY, M \\ l \ - '--- _ _ _ __ arr I _ - r� - , r ELECTRIC WF.R• i _aa-' _ El OR MARY K '`, \ \ - --- _ ' - _- - -- I - - _ 39,,$. 2157, 9. 39''(PIaEY \. 3982 333 --_ _-_ - - _ _ - _ ILROA ! ,y-� �/ ,,6.Bf'50A '60 la ' \ , / P ' RA j P: 5'(P tY / TMP 7 A ESIDE MAL \, ,, 1 , - _I _ --- SOUTHERN f _ li �'r_ , $ RESIDENTIAL -sue- , / , D fi-49-' / _ - - - _- - _ _ / I C -_ MEDLM. BURLEY.M ,/ ! \ ``, 1\ �', _ • ,/ bE MARY-K / I,II `\,`.�� •-_••,�•`. \ � _- - '`, II`. - "- �j• Ic I r/ III _--.-_- f , n , ; _ , - - ' • P .1, .l. y , G p fig'/. _ \ � RESIDENTIAL I _ - _ -_ �• -(P I , ' T 4 I I r , -- - LOT 66 - I 1 i T 6 _ __ -- // i- �AURY SHIEL - -__- _ _ _- a -- _ _k - - _ ; 1 I♦ P OT 8� ' LOT,61 , ��........�---""r-'�.... ,-. ♦♦e` ♦♦ D.e. 1147 p-- / ENTI r _ LOT 6 -- "","_ ,`, .' >' '1JMIT5-OF�HE" •11• 1 ° II i � i I I -- F ' v ----_ - - _ - 'Mon.' .-ee ..-`��''� .1 (,•�• vv S �- � ,�♦♦♦ 1 1 1'1 < = _ • - _ , r, e / I�NUFID Ti(3D1-D1E- k`F- •y-ri'-.ram ', ••�a''•t, e\ ,\ Ge __ _ �m '1 1 !I • • i I b0%� �9 9� LOT 6 � O �. - � _ �, . a .'.' .\• LOT 69 _ `^ \ - I S I - -" - '\.'` • _ - • I, - d ..y J I I 1 TMP 76B 2 - _ - ---., --, >, \ _ -- _ - SHIELDS, MAURY F - 111 / J, . / M I _ i / _ " _ - - - _ L0 0 - / I 4 1 / s r I MERRILY PLANTATION 13 ,•» RESIDENTIAL , C , i LO 71 'TMP �pB-L _ ee , ,, \ � , �.'.'.':'.':'�•.'.'.'.' +.''- :' - - / / SHIELDS,MAURY' I ^s \ -- -_ RRI� PLANTATION I MERR LA 72 c � `\ ' / I D.�.-T1L47 113I 0♦ / - \ „ , , ,Y ',ITS E / I • i TIXL ------------ 0 �8A INrry , 6 " 1 t `\\ \ ♦ rTIP \ I PROPOSELTs� \ Nx on / I N,iI \ \ t a' u 1 von - 4'- �' � WPO BUFFER / P , , � 1 t \`,;"\ \ ,, �♦ ��.:. ".�",� :�:' •'� \ \ LOT 21 1 \ . \. \ \ LOT 20 \\ °\ , I 1 1 _ / \ ` \`� TMP 766 3 SHARON OR DERRICK STONE I ' 1 \ , \ `' \ \ . ^a -•�C�',�^ _g,,,. . \\ \. ,o \ •\ '\ d �I 1 D.B. 3303 227 \ \`, `\RESIDENTIAL I/ 1 a 1 ------------ IV, OF PHASE R .. ir� ,, 6\ --%\ LINIJTS OF PHASE I\, Vr' ao®®®asa .\ ; ,,\ \ r, Mon. '. ---- � 1 I II 1 'I 1 / - _ Y8 L - PEI rA _ 1 v , - LOT IN „-.`,`,,v:`;`:`,v t^ i LOT 1 I - , Itp , r / y` o TMP7,6R1 04D- ,``'k, 1 � 1 r i %/ r % l v\, .vA vv G, , LOT 1§ / ' REDFiEL95` / ✓ <i ,I 1 ; 1 1 / ' / , ASSOCIATION -IMC C/ / \"`,,'`;,`, \ i \``SOT 25 \ \ LOT 24 .;11 ¢ 1 1 O • 1 , C1"1MMUNITY GROUP _ \` \\�, , '` \ \ i ; % _ \ / 11�' • 1 /' _ t D.B. 3267 670 i __,\., �,,, \\ `,\\ -_ „ P. LOT 15 S5w_ \ 1 1 RESIDENTIAL �PO' I I JN� , R „`;,\'",`;\\\ i' LOT LOT 26 i • I II 1 tl-I TMP 76R1-04- 47 LOT 13 / I / \ I ' t / LOT 30 I t I O� `✓ 3 TMP m TMP 76 LOT 12 \ LOT 2 LOT 29 t • .4` \, L 8 7s LOT 38 • '" l D.B. ,4722 i OT - �, � LOT 11 � � ` I ,� -� I LOT 37 ./ - - - _ I. II II x I II �\ / 4 na-n. I I' • ; LOT ,36 i i� --I / i I •,,, OG \ f LOf 3 Lif 32 ; TMY?7s3-34_ �. / v ' VA AAA - I •.� / ,,t l �♦ AJOYCE OR'vWILBERT LQT134 i �/. ♦ \NNGFI€LD LOT 10 11 I, ',�''' 1 \,\ 1;' \ \ \.. ♦D,B. 1230 p. 628 p LOT ... 1 LO i a \ 1 1 r \u / T '1. r' T 1 \ / i —7 n a / 41 1 -T-_i LII\/y{TS OF THE ,% ,F'/ ' Q.- 'I ♦� J \� \X // ' ` LOT; 8 " \ ,' '� / DY `' NYC,( �_ ,� '.}. •'.�F _ / �/ / / SU DAY DAM 'i ' `I \ °� 'i/I ' INS ATIgN ZONE' I ° s ,\�.\ ?3.4, a�/ ", \ \ ` /' \ 11{/Ifp�J,yN'l�,/IL��©V N '' / .}� -% / ' %• ' / \ � LOT 47 111 \ IP I [ - $` Y I r - LOT , , , , , t , LOT 46 '\ LOT 9,t, ,�1 I .e_r,•' ', ry - -----\ � � i /' j I , ,, \ ,, ,, \ von I / / .\\ '•\ ; i/ , ._ � OOIATION / // \\ \\ - _� q \ / r .-I '; ''i�! /' //. OF PARKSIDE AT EAGLES \`' \ :.� I LANDING \ ..+ , ' I F P RESIDENTIAL \ i O y \ 'r , , x Sr ✓y.assTMP 76-46 III n ,�, • e ,1 \ r , _ r P 6 22_ -- -' RESIDENTIAL, sNN _IN 6 REO --- T6 WALLy1aA 14TY AN 21, 1 p \ . , _ ` TMP 76R7-0�--B\ _ _- _"- - REDFIELdS COMMUNITY', �T, v �, A, ,�i'' ��Y� ,' ��g �,VQ• 1 ASSOCIATION INC C/O COMMUNITY GROUP v , D.B. 2279 P. 410 11 \ \ \ \\ \\ , \ •� \ , .r / / _ , RESIDENTIAL IN ----------------------- IN I , / , , 1 imch =-7.2-0__fL� — --vv'` ` Lic. No. 035791 a 02/15/22 O�SrONAL ECG\� a Z N U) O a W N Ln Q Ln O a c N co � w n0 LU O Ni d � a F- O a F W U d N F Z O 1n U O O Z to Q O. > 0 U Z W73 Q 73 W 2 ^ W LU W O W Z L WLu a a � Q O W N O O pN Za 0\0 N z� ce) z N O M I� a F V 1 u\ 0 0 a N a C) H� o 0 � Q � � z� w Q 0 w J J J s w w o Q z z a L9 O o J s Q J C) U W 06 a 1 v z'T w Qc o Ul l� V) V o W z Nw CL J 4a, w z LJ O z LLJ \ z J i" p o w 0 � w a J Q cD o a 0 O z 0 C) N \\/ U x �' LL i w o J F N d w W E U 0 V) JOB NO. 202198 0 0 0 SCALE 1= 120 o N C SHEET NO. O a 8 m N m LOT 9 CG-6CU /\/ - \... \ \ ] _ — / \/ t t I I■ I W W W W W x \\\ /-/ice \ \ '• \ T4i J I I '-' \\ / / \, \, I I ♦s ",-"" '" II `W W W W �� SCOTT/R. Cb�LLINS'Z, PROPOSED I / a►X, \ � � _ — i � I I II i W W W U Lic. No. 035791(n LOT 8 \ \ / , _ i 02 15 22 \ \ _ ao' SAN. SWR EASEMENT / / I i ♦♦♦' II I III _�� ---� - p0�v ivu-%I INE - SEE SHEET Io / ♦♦ W W _ srn>,�, E� / \ / .�'/ / \. \ x \ �, _I ■ ■ ■ ■■ ■■�■■�■■� / � / I/ I � ♦^♦ i II III I W _"__ L T J \ / / / � / I II 1,.♦'♦ �� E zzb' I I ', v 4 / / LOT 48 /♦.' I� �h P IIIII z �I W LOT / \ \ �+� � ' / / ICI ♦ E ESM \ 1♦ ' I I I I ,\\t / \\. \\ _I I \ \ //' '/ ■ ' I;Ii i I III -- --- LOT �OWWxS�WyD PROPOSED R/W WW vWWW �WW PROPOSED W.Wy I zoSTORM SWR IIII SJtl/ ' SEPQENTW W W ' \\• \\/\ //1 I I I'II EASEMENT // OT4 LO Q IIIO VDH a\ d Mon. PROz`d7 tF - \\ LOT 46 \ / i/ I I I II Z z i O M5 FDA\ LOT 6 \ -n _ O m •v //� W c A rn LU cex x ) • A % , I a\ // vxV -. / � A A \ � I • 'IW � �x/ W WI W W W W W � LOT x \\ \ /�/%�' PROPOSED \\\ /? \ / / / S "DI WATERLINE // / \ ♦♦♦♦ /W PRO PO D \ W W W W W W W N 8u SA W I W N N N u — C3 CD L T P OPOSED R/W / / e // ♦♦♦� \ \ W WI W W W W _ W W I W u W W / O `o N 10 \ // // \ \ \ P /'' // // \ \\ 5 ♦♦♦ W\ �I\w IW W w �W W w W J 00 LOT 4 \ vv .. \ / / �� ///// \ ♦♦♦♦ W W W I`�\Nl \\ / / �: x \\v / ,,- F \/ �♦ W W W /iW W W W w/ W X W W L9 VJ 1 cyi \\ // / / / \ \ \ /' 4 :/ \ \♦y♦` :/ w W w W//W w --N W w w W W w Iw W r /J \ \ / / / \ •' \\ _ _ _ O, `l'�l('(\ f x ' / / \ \\ ♦♦♦� j W W W W/ / W W , - W W W W W, /W,rG�I �\ �,W W W T Ii �/ /// \ _ �� \�! //' / \ \ ♦♦♦♦ / \W\\ W W W /�/ W W/IW W W W / W V V HW \\ // \ \ �\ R ./ /\,. �\ /' \ \ ♦ W W\\; \ W W /W W Y' W W W /W / w ,W On, I V O / / / \ j / \ \y' \ \ ♦♦♦ W W w\ \�\ \ w / w w / w w I �d /w /w w , C) H� LOTS \ \ \/ , `// //\ \\ \ ♦♦ . 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ROAD W W W W w W 2o' E/P - E/P , W W zl W W W x \ i VDH Mon. \ a , EXISTINGENTRRIDGE GRAPHIC SCALE 40 o 20 40 so 160 (OIAPPR.TME TS o / PROPOSED WATE INE CONNECTION ( IN FEET ) TO ISTING WATERLINE 1 inch = 40 ft. i V/ 1 t t p[ mow// LL W Q C) 0 N Q FF- F- w W a U) JOB NO. 202198 SCALE I SHEET NO. 9 \� \W \W \\W \ W\ i� � W W W \ W \W W W W W W W \ \ W W � � \\ , ♦I♦ \. \ I 1 I _ __ - - - / / .. \ \ \ \ � � I\ \ /I.,.,. - \ m y, \ \ \\,\ \ '� \ M* TTti HLINE SEE SHEETii LOT2Z I II \ \ \ ♦\\ II // / V AW W \ W\ \W W W� W W W \W W W W W W W W W W � - .-, / , � � ' - vy � ♦♦ A V --- 7 - I / �/� \ A \ ♦�V A A \ � I V A\ W \ \\ W W W W W \\Y ��� W W W W W W . �- �� ♦ C\ I �L I //, A A V �A 1 I / / �• v vvvv \\\ \\ \\ \\ \� \v� - W i ��/,`.. \ ���\. ��� • ♦•... 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I _.I ' I I I\ I I / / / i i /l / l � I I I 1 � �\,� l l / l / / / \�% '--, •_''/ \ • ' / I I I \ I ,1 / J / l l I • 1 1 \��/ 9 /%f' r // j LOT/29 i I II Ivy I it I i n 3 I OT1i� lllll�l�ll•l ////%/\;/' //..� ��� � �'/%/ \\ '' `C ••.•/ /, �/ � i l I i I 1'j�� / �� �I Illrll \ a I LOT 28 i D 'PROPOSED / /' /' � l / / - l/ J' � /1♦ / // // l l /l // / /. / z � :: , '; //.o" /.... / ,/ ( \ �:.' .:.,.,�\ l / I I I %/ij / ilp / / i / /' // /l ♦J / / / // / / / / i/ / / PROPOSED / ,,( - /' _ ♦ ,' / ' / // // / / �' lJ /12�// ' /' .,• / ✓i•LO 8 / `d%- _ 1 I �0'AN. SWR ,� EASEMENT I i :I � II I\ li A VII A I �♦ \\I A - II -- � / /.Q / � i� '/ / / l '�/ /'i i',u I /�\ � \\ -- -- I. I _-iJ I �I J I ? 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A W \20219EANN W W W W W / � \GRAPH7C SALE O O ad V `v v o= 20'--�o ao _--- v - • _ /% SCALE V A A A / A A A vv vv A \/ �� _ �' A V ♦�� I i I . a \ / / W \ W \ W \ W \ L` W\ W \ \ W W / tlf W W �� W W W �� W /\ ��� I I //\ \ \ `. yV A A A \ / �Wv W �W \ W \ WV W W v \\ ' ' �� ,, �� / �� _ II / V A \ Zu - 4�1 0 - v vAr9v A \V A �\ \ v ,- ♦ _ ` - yew A II i _ /// \ A \\ ♦♦ o V A A♦ A V A v v \W �W \ W \\W\\\ W W W\\W ��W W W W W W W W W W '... �O ..� / I�� / A� \\♦ SHEET NO. O. \ V A V•., \V AV A — A W W W V `� W W W W V: W W W W W W W W W W _ \ \ MATCHLINE 5 SHEET / A �• v W ♦. NNN —(tN F��r > _ LINE SEE SH T io LOT zi /v vv v ` \ \� V i _--- A\\ �\ \W\\ \W \W W\ W W \W V(\\W W W W W W W ♦L� W_ __-_ // /.//..��\ ■�T1i�����������..�.��������� II 1 I I\\ V A \ v ♦ v v ---i —ineh' = 40 �ft. /' v A \ ... - - W W W W W \W W W W W W W W W W W GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON CONNEC770M TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE NRGINIA 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 DEPARTMENT OF TRANSPORTATION (WOT). THIS PLAN AS DRAW MAY NOT ACCURA7ELY IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE APPROVAL. REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 2. ALL MA7ERIALS AND COIVSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICA7IONS THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF VDOT UNLESS 07HfRW1SE NOTED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF J. EROSION AND SLTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT GRADING OR 07HER CONSIRUC77ON. TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL) WHERE REASONABLY 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. OBTAINABLE, LESSER SLOPES OF 3.-1 OR BETTER ARE TO BE ACHIEVED. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, 6. PAVED, RIP -RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION SHALL BE STRICTLY ADHERED TO. OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRAINAGE CHANNEL. PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7. ALL 7RAFFIC CON7ROL SIGNS SHALL CONFORM WITH THE WRGINIA MANUAL FOR UNIFORM 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE 7RAMC CON7ROL DEVICES. ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 8. UNLESS 07HERWSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRE7E PIPE -CLASS 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY NL 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WiTH OSHA STANDARDS ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. 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 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WiTH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. I.INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ROAD NOTES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. GRADING: III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF ROADBED BASE MATERIALS. TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 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 v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. DRAINAGE: vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. THE FINAL INSPECTION. 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) vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULEAN INSPECTION. NOTED ON PLANS. viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING A POINT DEEMED AS NATURAL WATER COURSE. ELIGIBLE FOR STATE MAINTENANCE. 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. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. EXIS ROUND EXIST. GROUND EXIST. GROUND EXIST. ROUND POINT OF R/N' IW FINISHED GRADE �ON[�sDEPON�LY� R (III INDICATED M S T SURFACE PLAN EN" STREE WEET I/> s:'I' 1/4 :' 1' I/4•' IG :�4 ''2 X1'r T G-UTTER 77 4"pT 4' LOOT 21A BARE OIRB & SIMNE BAS BASE CURB & 1E SIDEWALK PLANTING STRIP TRAVELWAY SUBBASE TRAVELWAy g1TRR PLANTING STRIP SIDEWALK t' 2.5 2.5' 12.5 2S' 1' TYPICAL NEIGHBORHOOD STW= SECTION (54 ' R/x) TYPICAL PUBLIC STRWEET SECTION (CRESPI BLUFF DRIVE, PALOU COURT, BALBOA COURT, SER)A 9R(VF <@ SOLANO COURT) 4" CONCRETE SIDEWALK 4" :DOT 21A STONE BASE O.S--SSAR ".7lD6NTlAL & AIII USA' SUBDIPISION STRB'6T DESIGN SPB'BD.• 25 III P9ReY/NO DNA' SIDA' ONLY NOT YV SCALE NOTES: 1. SEE PAVEMENT DESIGN CHART FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING ON ONE SIDE OF THE ROADWAYS. FINAL ROAD PLANS TO SHOW THE LOCATION FOR THE NO PARKING SIGNAGE ON ONE -SIDE OF ROADWAY. NOTE: PROPOSED LANDSCAPING TO UTILIZE OUTER 3' OF PLANTING STRIP PER 3' CLEAR ZONE REQUIREMENT CG-B 3' CURB & GUTTER CLEAR ZONE I 2% 6. PLANTING STRIP 4" UD-4 2Z BASE POINT OF CG-6 FINISHED GRADE CURB & GO 4' UD-4 SUBBASE 12' 3' f'-2�d �CLEAR R ZONE I - 6�' PLANTING T STRIP f-I BIKE LANE I (TRAVEL LANE) ' (TRAVEL LANE) I BIKE LANE 36' F/C-F/C 61' R/'N FUTURE CONNECTOR ROAD STREET SECTION (61 ' R/W) R/-#r ONLY TO BE DEDICATED TO PUBLIC USE CS-SSA.R RESIDENTIAL & MIXED USE SUB,0lVlFI0.ff STREET DESIGN SPEED.' 30 MPH 'NOTE: 1. UD-4 UNDERDRAINS ARE REQUIRED WHEN THE PROJECTED VOLUMES OF TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD. 2. THE ROADWAY FOR THE CONNECTOR ROAD IS NOT BEING CONSTRUCTED WITH THIS PROPOSED DEVELOPMENT. THE RIGHT OF WAY SHALL BE DEDICATED FOR THE FUTURE CONSTRUCTION OF THE ROADWAY. 4" CONCRETE SIDEWALK EXIST. GROUND -4- EXIST. GROUND • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ROB N win IT1 • IF r A X NO SCALE PROPOSED 1" SM- OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS _____-_ EXNTIND "IMAGE -_______ PROPOSED SUBBASE COIPACTFD SIISGRME CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING &SENSE AND REPLACE WITH MERGED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM M IYt INCH TACK ASPHALT SURFACE COURSE (SEE NOTE 5) X MI MUMDET12III E !Y <0 GREATER ASTER NOTE 3) 4 NECESSARY TO ABUT THE NLL THICKNESS OF EXISTING ASPHALT LAYERS NOTES: A ASPHALT PAVEMENT WIDENING SIVLL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGN . 2, THE PAVENDN' DESIGN FOR ASPHALT PANIVENT WIDENING SHALL MEET OR EXCEED THE DEPTM MID TYPES OF TIE LAYERS OF EXISTING PAVEMENT. SLESLRF.IIE DRAINAGE CF TIE EXISTING MID PROPOSED PAVE ENT SMALL BE ADDRESSED IN THE FAVEMENT DE". 3, A MINIMUM OF THREE CORES SHALL BE TM¢N ALONG THE CENIEN OF THE ADJACENT TRAVEL LACE TO DEIENAINE THE TYPE AND THICKNESS Of SITTING LAYERS THESE CORES SMALL BE GRAND NO MORE THAN NQ FEET MART. 4, THE ADJACENT TRAVEL LINE SHALL BE MILLED A WIN" DEPTH OF I1 INCHES AND REPLACED WITH M' ASPHALT atRFACE CON E TO MATCH THE PROPOSED PAVEMENT WIDENING "FACE CCmSE.LWLESS WAVED BY AE ENGINEER. S, THE ENGINEER MAY REQUIRE THE WILLING DEPTH OF THE EXSTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PANAMINT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EMSTING PAVEMENT WARNINGS AND MANNERS WITHIN THE PROJECT LINTS SHALL BE RESTORED SM.ECT TO THE APPROVAL OF THE ENGINEER. T. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTOR 315.0500 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT ilE-IN LOCATIONS WALL BE TESTED USING A 10 FOOT STRAGHTEDGE IN ACCOMI WITH THE REOUREMENTS OF SECT" 3ri.0T(W OF THE SPECIFICATIONS. ASPHALT PAVEMENT WIDENING REiNCE My IIroT FOR WIDENING SUBJECT TO TRAFFIC 300 J03.02 VIRGNIA DEPARTMENT CF TRANSPORTATION 315 201E ROAD & BRIDGE STANDARDS SURFA BA ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE POINT OF CA FINISHED GRADE 114". 1' 0' 10' (TRAVEL LANE) (TRAVEL LANE) 20' E/P-E/P - 0' ACCESS ESMT TYPICAL EMERCENCY ACCESS SECTION - 20 ' ACCESS ESMT (BICYCLE/PEDESTRIAN/EMERCENCY ACCESS ROAD 15 MPH DESICN SPEED NOT TO SCALE CG It NOTE: WEN A PEFESTPoNI ACCESS RdRE BOB A MUSICAL ENTRANCE TI E CROSS SLOPE MAIL SE 2x FOR A WIDTH OF S FEET. j A� GENERAL NOTES FKSTEET APPROACH SANE SURFACING I W IRAOGs TO BE AS I5 NMNLINE RJODWAV 'ME NOTE ]1 51DWH ON PLANS( q t WHEN USED IN CONJUNCTION WITH STANDARD GC-S (RAMPS TO BE AS SHOWN OM PLM51 OR CG T THE CIAE FACE ON THE STANDARD 6 TO E ADJUSTED TO MATCH TIE MOUNTABLE CURB M-2 OR CG B WNfIO11gATgH / I EE tl E 1 ` / 2. SEE STAND CG-G FOR CITE RAMP DESIGN TO BE SOMALK ABED WTH TI6 STANDARD. SISEMIN r _ _ _ _ NOTEE SI ¢ I DRUM. UNPAVED SPYE PAVEMENT BE CUNSTTUCTED TO THE A FLOW UM 3. R/W LINE R/W LONE (EXCEPT µY SUBGRADE C+--- E�ANSON WHICH CAN BE RETIRED FOR MAUIE PAVEMENT WHICH Cµ BE ON TED IN THE FHRAVOE.) q EXPAASW DINT A MIX CURB OR COMBINATION CUR® µD CUTTER - - NOTE: WGTX $' t'-0" M 0.5 WIEINE flOADWAY SIAL INN BE CMi7RUCTED BEYOND THE R/W LIRE EXCEPT FOR REPLASMENT PURPOSES. �u' SHOWN ON 74CAL SECTION. A PLAN VIEW ENTRANCE NOTES S. MEN THE ENTRANCE RMII CANNOT ACCOMMODATE TE NRNNC RmUIRELE(15 OF ANIDWATED HEAVY TANNER MANURE ROADWAY SLOPE V E A&RIC CURVE (ENTRANCE ONLY) TRAFFIC THE DEPTH FOR SIDEWALK L CURB RAMPS RTHUN THE LNITS OF THE RWASHOULD BE NLflEASTO 1. T.IZE LG-UI EDGE OF PAVENEM OR ..ME MANIM OPTIONAL FLOW LE ® - ---. p B. PA5 MMI WHEN CONSTRUCTION OF A FLOW LWRNE RpAORAY ,qE -NOTE TI LNF IE REQUIREDl] PROVIDE POSITIVE DRAINAGE ACROSS ME ENTRANCE BODf1➢EARLXAAJi ® D T. THG.E DESRNBLE AND MAXIMUM ENTRANCE GRADE CHANGES WEDIN D TABLE''E. THEM IRE NOT APPLICABLE TO STREET CONNECTIONS 'su 20 MINIMUM FOR <GIMEFCI U ExrRAVCP INTERSECTION VOTES B. WHEN LG-II IS VSEI FOR STREET CONNECTIONS THE WNIXTION MUST BE DESIGNED IN ACCORD WITH M CONSTRUCT GRADE CHANCES WITH \ PARMD_XC CURVE. AMFITO POLICY AM TXE APPLICABLE REQUIREMENTS SECTION A - A OF THE DISH °A� MAP Aro� VAALUE RED EMENNTI STorexD MAY REWIE WESTING OF A R. WTICNA FUCALINEGUTTER PJRTICN OF RUTTISH TO PROVIDE POSITIVE ORNIACE e AMONG THE wrePHCTION. ALLOWABLE ENTRANCE GRADE CHANGES cLESs M . r CCWCflETE � e• . SECTION C-C MIX NOTE, ALLOWABLE ENTRANCE GRADE TABLE 6 NOT MPUCABLE TO STEEL CONNECTIONS SPECIFICATION `VI]DT REFmEN� METHOD OF TREATMENT ROES AND BxSCE sTu1JARDs SORE (CONNECTION FOR STREET INTERSECTIONS AND COMMERCUL ENTRANCES) I RE,M4 DATE SHEET N CIF 1 VRONIA DEPARTMENT OF TRANSPORTATION 0]/IS 20104 201E ROAD & BRIDGE STANDAPDS CC-12 NOTE: COMPONENTS OF CUB TIMES CONSIST OF THE FOLLOWING: NY AUTO PTH M SQUARE vMp51 GENERAL NOTES CURB WHENCREO REQENT UIRED 1X OIiUCC-3 LIINCNEAR FEET) HTECTIBE WARNING SURFACE (AREA IN SQUARE YIADSH 1. THE DETECTABLE WARNING SHALL E PROVIDED BY TRUNCATED DOMES EMIT OF rE MOVE ITE45 15 A SEPARATE PAY ITEM µ0 SH00.0 E SUPMM12E0 FOR EACH CURB OUT RMIP. 2, DETECTABLE WARNING SNAL BE FROM THE MATERAB APPROVED LET FOR DETFOARLE WARNING SUFAES. PRODUCTS NOT MIND SHALL MEET OF THE SPECML PROV6GN FOR CG-1A DETECTABLE IR THE S L PROXED SOEVMXZl"PTE 481 YAXTEE RE SENT eOF SE LNG SU FACE To TE STANDARD$ µD SPECNL DESIGN SECTION FOR APPROVAL. 3SLOPING SES CF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP A'FLOOR pi BV USING PERMISSBLE CONSTRUCTION JOIM WITH EOMED BARS.L eTHAT IF RAMP PLCOR IS PRECAST. HOLES MUST BE P OADED FOR DOWEL SMS SO MJONING FLARED BDES Cµ BE CAST IN PACE AFTER PLACEMENT OF MAX PRECAST RAP FLOW. PRECAST CONCRETE SHALL BE CLASS A-L. TYPE A 5. EOURED EMS ARE TO BE NO.5 X B" PLACED I'CENTER TO CENTER ALONG OF THE RUMP FLOOR, MID PERPENDICULAR BOTH 9DE5 OF RAMP OR. MINIMUM CONCRETE COVER M/ . L CURB / CUR µD CUTTER ROPE TRANSITIONS ADJACENT TO CURB IMPS W �.J NiXgN qPy i,I'�jn�DS,INMI ME INCLUDED IN PAYMENT FOR WM / OURS AND GUTTER. U wA+K.M W'\1'��� N'Y Rt I�'' y 5'MN T. CURB IMPS ME 10 E LOCATED AS SHOWN ON THE INNS WAS OxFC1E0 12� T er HE ENGINEER. r1Er pE rD HE Pgovom AT xrEREEcrIaM w1EMYER M ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12.1 M A CROSSES A CUB REGMUESS OF WHETHER SDEWNX IS EXISTNO PROPOSED. OR 1ONEX6TENi. THEY MUST BE LOCATED WITHIN PFDESTRMN CRDFSWNKS AS SHORN ON PARS OR AS DIRECTED GO ME ENGINEER, µGI SHOULD NOr TYPE B BE mcMm eFHIxG vFNCLE stop LEES EXISTING LIGHT FQEs FINE HYCRNITS DROP INLErS ETC. ACCESSIBLE ROUTES PROVIDE A MN7IWMS PARALLEL RESISTANTPATHING XL AAPPRROMNW� ACCES9BLETELEMENNTTSEOFI A Fult ACILITY THAI Cµ ENTERED ND U3m BY PEDESTRIµS, B. R/MRE MAY E PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE WMO£NWG S PLACED WITHIN rE LIMITS OF THE CROSSWALK MD THAT THE SLOE AT rE CONNECTION O THE CURB OPENING IS TAiTPERPENDICULAR TO THE CURB. .MNTYPICAL ;0RAAE.EN CONCRETE BGEWKK 6 4" THM. WHEN TXE ENTRANCE RMICANOT ACLCMMOMTE THE TURNING REOUEMENTS OF ANTI�ATED HEAVY TRUCK A'PTH T.AFPIq EFER TO STµDARD CG-13, COMEMTAL ENTRANCE (HEAR FW CONCRETE GEPTX. AiGHER TXMiMCXiRNFO) T EDF 10. RASH CUB RAPS ME USED N CONJUNCTION WRH A SHARED RISE PATH AT,WE AS TOR OF CUR THE MNIMUM WIDTH SHALL E THE WIDTH OF THE SHAPED WE PATH. B. WHEN ONLY WE WAR RA1P IS PRONGED FOR TWO CROSSINGS DULONMI, TYPE C IA 4•14'LADING AREA SHAG BE PROVID TO WARE BR A WHEELCHAIR MO TIE CROSEWNWITHOUT GOING INiO THE TRAVELWAY. THIS YK 4' PARALLEL BI PERPENDICULAR LMCNC AREA NAY INCLUDE THE GUTTER Pµ. O. ALL OASES WHERE CURB RIPS INTERSECT A RADIAL BECTON OF TRUNCATED DONE SA -2c COIF AT ENTRANCES DR STREET CONNECTOR THE DETECTABLE y 'E '4 WAVING SIRFAOF SHALL HAVE A FACTORY RADIUS OR M FIELD AS HE MANUFACTURER TO MATCH RECOMMBED BRYN p p p p p O OF CUB 00000 GO 000000 PT H 0000000000000 o O a ooOo0Oo0Go0o00p000000000o00000iHEOBFE 00000000 0000o 0 o/,0000000 p00000000000000 x . HUH MT 0 ARSTURGro DETECS.TABLEK N OF VARIABLE FULL WIDTH OF RNP FLOW ENO MEMRT. - PAY LIMBS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETECTABLE yppT SPECRICAnoN XVOCSTANDADS CG-12 DETECTABLE WARNING SURFACE REEEREHCE RDM AND SHEET 101 5 EVBTW DATE (GENERAL NOTES) ms 20 M 1 07115 VINO IA DEPARTMENT OF TRANSPORTATION 5m (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE IXr! NOTES( 1. THIS ITEM MAY BE PRECAST OR CAST IN RACE. 2. CONCRETE TO BE CLASS AT IF CAST IN RAGE AND AM IF PRECAST. J. COMBINATION CURB B GUTTER HAVING A RADUS OF SOD FEET W LESS MOM FACE OF CURED SHALL BE PAID FOR M RADIAL COMBMVM CURB Y GUTTER. 4. FOR USE WITH STABILIIm OPEN -GRACED MANAGE LAYER, THE BOTTOM OF THE CURB R GUTTER BE CONSTRUCTED PMAlEL TO THE YORE MISS COURSES RFD TO THE DEPTH OF THE PAVEMENT. B. ALLOWABLE CPTERN FOR TIE USE OF CG-6 (5 BUSED ON ROADWAY CLMSFICATIM AND DESIGN SPEED AR SHOWN N APPENDIX A OF R THE ROM DESIGN MANUAL IN THE SECTION ON BE LRBNI STANDARDS. D • b r'R D D D D • D, •� • D W D R D W A , D D • D, ! D, A OFDOMINION THE CONTRACTOR RFFFRFfOE COMBINATION 6" CURB AND GUTTER ROM Ao aaDGe STANDARDS EDS REVISDN GATE SHEET 1 OF 1 6GB XRGIHA DEPARTMENT OF TRANSPORTATION 201.03 DOI NOTES: 1. THIS PEW MAY E PRECAST OR CAST IN RACE. 2. CONCRETE TO BE MASS AI F CAST IN PACE, MOO PSI F RECAST. 3. CUM HAVING A RADIUS OF 3W FEET OR lLR3 FALONG FACE OF CURB) WILL E PAD FOR AS RADIAL: CURB. ♦. THE DEPTH OF CURB WY BE REDUCED AS MUCH AS 3' 09' DEPTH) OR INCREASED AS MUCH AS 3" U1" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WLL CONCDE SAM THE TOP Of A COURSE OF THE PAVELIENT SUBSTRUCTURE. OTHERWISE TE DEPTH S TO BE NO AS SHOW NO MLSYIEW N THE PMY M IS TOE ACME FOR A DECEASE OR AN IMMEAE N GERM S, CO-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CIAS SHOWN IN APPENDIX A OF THE VOOT ROM DESICN MANUAL, IN THE SECTION ON GS URMI STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED D5 502 STANDARD 6" CURB VIRGINA DEPARTMENT OF TRANSPORTATION ROM AND FRIDGE STANDARDS SCOTT/R. CTLLINSZ Lic. No. 0357911'D 06/07/21 z 0 V) V) m z � O �H a F Z V g W Z 0 O Z . O Ln o 0 wLn DO of Ln HXEC ` � / z Wma a LU N ti `A<' B� z O I --I V / 0 0 n T Q o m 3 D N V■ S O C rL LL a C O� - L v,' E:M O n- z -i s< H� j o G� 0 o J GO W co U 0 ' o' /1 1 n V 1 0 I W0) � OC OE ^ zO FEE, J c .'. O : W_Z I ^ w , Z O w ' Z + LL 0 0 O y � LU V si zO U X a m , m n � I V 0 w O J , F CT lJIW-) E i w M d � O JOB NO, 202198 � I SCALE 0 -O AS SHOWN o o ' SHEET NO. a D 1" L O L U F -- - -- -- — -- �— Z v — — v A SCOTT R. LINS yr �* �\ \ \ _ I — / — , —' OU Lic. 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(LU � LLJ \V vv, L Xce V A \ \ " I — _ A / / / / / / / A a A — /� I I� �I / � I / / / / / A o U) z U) i I i i I VAVAA�VA\ VA VA V I� III L �`v /�/ v� vvv�v v vvvv ����vvv v I /I / / / / / / / / W / / \ x / rqLCD I { V A\ V A\vVwv Ay vv 00 I \\\ IL12C v1yv�1 \ \ V A \� \ \ y\\ ` "�\� vv � � — _ � I I� � V / '� I 1p A \ \ o- � ( / / � / / / / / / ID V/ \ \ \, • \\ I — — O 1P /��x� �vO 26„ vv oR / — I �I----- ��1� r N �� \ �C \ \ VA� ����vv wv w� ITT VAA\� VAV\\\\�\����A�"\\�\ ��C�\\ C q� 00 /// / � M 1--I bodge c y// � // / / / / / // / / / // / / I / / / / / / N N F' � / /�i /i �/ I I I I I I I I I 11 1 I I I / / / /// // � / / / / m e 450� oti' 11��\I f I �I� V A V A V \ \ / / / / /— J V / V A A V A A \ \ V A V / / / / / / / / / / W \ v A \ V A \ \ \ \ \ // � ' I \ \ \ \ so \ \ \ \ \ \ \ \ / / / r W c / \ Go r57�\\k/ /'/�i//: �� // / / / / /// I VVI �v Av A� \\V V A \ \\ V A V V A A /' // F_ / / / / // V vI ti4a� �� vv A A \ \\ / / / / / / / / / / H� W // \xk\ o/ / /A�V / I/I �/ I �� mow" \ I � v► \ V A A \ V V A V A A V A A / / / / // / / / / � z /\V`� / / / \ �—420��v U s / / / / / / / \ / p \\\ \ I \ \ \ \ \ \ \ \ \ \ \ COT 56 �\ / / / e �' / / / / " ^' AA \ V A V A V A V A \ . / �� / / / / v \A �� E } V ��v v�V A V A \ \ V A---r2�-----' / / / / / / / / / / / /--v Q > i / / l / t _ \\\� \ \ \ \ / / / / 2 wY \\\ \ \ \ \ \ \ 516-- —--- / 1 W W Lu Ul U) C C0 LLI W LLU /---sEMH _ �_ ��� vv \\ \\ \\ VA \ — / / 7 z CLc � ,'---_— _vv v \\\�v A A A v VA VAA V A \ \VAA --'/ W N �j /� / / //// -- — _-- �v v v A V A A 111 1 AVA A \ \VAA �� v / --- vv v // / j LU Cc / / / // / ///i/ ��,--v =�'i �4 vv A \ V II I I v1 A \ \ VAA / -- v v v / / 40 i / r'�w-� �- w�� I " ) I ��p — v v ---' / s / / �T� I I I I 1 \ \ '�, \\\ \ \ \ ( I I I 1 1 \,\ �t`�' \ \ \ // / / \ \ / / I I (D s �`$r V A V ` 1/ /// // vV Av vv/ / // I O \ / a LU 17 r r O W JOB NO. ri 5%n.tdH / i / 202198 --- ����lC l 1LE Cc I SCALE � 1 50 o zs -sue goo ao rr_ r Fso IN'FEET 1 inch = 5\ ft. 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