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SUB202100116 Plan - Revision 2022-02-17
STRIBLING HOLDINGS, LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 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 68.96 ACRES zS SAMUEL MILLER MAGISTERIAL DISTRICT 68.96 ACRES ZONING: R-iRESIDENTIAL, BONUS LEVEL - CLUSTER DEVELOPMENT WITH EN ALBEMARLE COUNTY, V I RG I N I A ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. PROPOSED USE: 73 TOTAL RESIDENTIAL SINGLE-FAMILY DETACHED DWELLING UNITS nAP76°7A COMMONWEALTHOFVIR61NVy DENSITY: ALLOWABLE DENSITY FOR STANDARD LEVEL CLUSTER DEVELOPMENT: 0.97 DU/AC oB.488 vase FORESTRY ------- --- - - +io%BONUS DENSITY FOR SERVING ALL LOTS WITH AN INTERNAL ROAD SYSTEM cOMMEROALOFHCE TOTAL PROPOSED DENSITY FOR BY -RIGHT Ri CLUSTER DEVELOPMENT: TMP76-=8 =- MEDLIN, BURLEY SR r 0.97 DU/ACRE x 68.96 ACRES x io% BONUS INCREASE = 73.58 DU/AC (73 UNITS) R MARY K TOTAL UNITS PROVIDED: 73 UNITS ESIOENTIAL THERM RAILRppO THE 76-v9 SOU MEDLIN,BURLEYMSR lIl) X ALLOWABLE DENSITY: i.o67 DUA D6.9M381 P.333 I PROPOSED DENSITY: i.o58 DUA RESIDENTIAL / _----IF / C .+ I II /// NOTE: FOR CLUSTER DEVELOPMENT, A MINIMUM OF 25 PERCENT OF THE TOTAL LAND AREA _ _ _ _--- \ �r \ 5%\ III /� `�� \ s IIII 4{•; •; WITHIN THE DEVELOPMENT SHALL BE IN COMMON OPEN SPACE. r \ OT 66 r'i r r \ LOT 61 / / \ € �` TIM MAURY -v IIID.B. SHIELD \ I 1 r.r \\LOT 62 W - - />�JIB 7 D.B.va7 p L T 67 // LOT 6 'I �Y\ RESDENr PHASING: THIS PROJECT SHALL BE DEVELOPED IN TWO PHASES. PHASE I WILL INCLUDE 54 • - \� I\ rrr r�r r/^ /\ \ I II c k •. LOTS (SOUTH OF MOORES CREEK) AND PHASE II WILL INCLUDE ig LOTS NORTH OF `.J_ __��� \\\ v<r LOT 6 r%i /i \�' \ , I I-- MOORES CREEK. PHASE I LOTS SHALL BE INDIVIDUALLY SPRINKLED, DUE TO THE\�� -�\ \ \r0T 69 SINGLE ACCESS POINT INTO THE DEVELOPMENT. PHASE II LOTS SHALL EITHER BE _ �� I \ \ r ;r \ LOT 6 ri i l y I __ �) ••.1 •} ¢`� t •;< SPRINKLED AS WELL, OR THE EMERGENCY ACCESS ROAD SHALL BE INSTALLED TO _ 1 STRIBLING LANE, AS SHOWN ON SHEET 13. THIS EMERGENCY ACCESS ROAD & •�\ / / r PEDESTRIAN CONNECTION WOULD PROVIDE A zND POINT OF ACCESS TO THE �\ '�, \ /r \' [LOT6 TMP76B- 7 VIR61MA ELECTRIC &POW Eft CO DI 539 P. 337, P. 339 (PI-), D B.5°B p.6o5(Plaq RESIDENTIAL DEVELOPMENT. PHASE II SHALL REQUIRE A SUP FOR THE STREAM CROSSING. �� `�\\ \ \ rrr rrr roT 70 //�\ \ <\ /i ^-�\ // % •'•C"'• SMELW,mnueYF /// r r \ \ r /' \\ LOT 56 MERRILY, %1 - \ r/ /r r / \ \/ ,\ \`\ LOT 57\d , D.B.v7p.-3 III RESIDENTIAL TOPOGRAPHY/SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY ROUDABUSH, GALE & t ry /rr r r A 3A LOT 56 VA AA ASSOCIATES IN MARCH, zoii. FIELD VERIFIED BY COLLINS ENGINEERING IN APRIL, \ �.,1 " ' Or 71\\O�\ �\5 2021. LOT 55 \\ \\ \ DATUM: NAV1 88 '. v. ` /rr rr/ O7 72 DrriA V �5A �� •',, /� EXISTING VEGETATION: WOODED LOT WITH HARDWOOD TREES. THIS PROPERTY IS NOT LOCATED WITHIN AN ALBEMARLE COUNTY AGRICULTURAL/FORESTAL DISTRICT.T FLOODPLAIN: FLOODPLAIN LIMITS SHOWN PER FEMA FLOOD INSURANCE RATE MAP NUMBER \ -' \�\ r r /' ', !'TMP76R •-•f.F: 1 Too Coz6 D DATED FEBRUARY zoo \ y ,-�'/ i ME IL NiaJRPF N 5 3 g 4/ 5' MERRILVP ANTATION 1. • •' \ \ a \ _/ / Q BESIDE STREAM BUFFER: ioo' WPO STREAM BUFFERS EXIST ON THE PROPERTY AS SHOWN ON THE J, '' ' �. \ \'� --E���/ ,�tsot ,�� • r \ / / s OPENACRES � I II 1 PRELIMINARY PLAT. SEE SHEETS z AND 3 FOR LOCATION OF THE WPO BUFFERS. \ \ \ a . � / ��ixD ACRES THESE BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE \\\ '- �sI I 1 l COUNTY WATER PROTECTION ORDINANCE. �V '' /1 /- _ III PRESERVED/MANAGED SLOPES: BOTH PRESERVED AND MANAGED STEEP SLOPES EXIST ON THE PROPERTY. SEE i� ���o IIIII EXISTING CONDITIONS FOR LOCATION OF THE STEEP SLOPES. PHASE Il. 4 ` \• \�_ - \\ III LOT 21 _ _-_ - - • :5' \; \\ LOT 2O E 76�3 SH RON OR DERRICK STONE WATERSHED: MOORES CREEK WATERSHED �- �` f \ � \\� 1 � / II \ 11 1 . � D.B. 3303 P. 227 f' \ `� . V A�\ ��� 1 V OT 2 V �I I 1 RE51DENTIAL ACCESS: THE ENTRANCE TO THE SITE SHALL CONNECTTO SUNSETAVENUE EXTENDED. \ \ LOT 1 ' \ „ I I ~I I I -� fIM�S�F�H�SE :f r\ \ r \ \ \ 1 THERE WILL BE AN EMERGENCY ACCESS CONNECTION TO STRIBLING AVENUE s ------OMITSOFPHASEI \\� ' \ \ \ \ LOT 16 \ f 1 11 FOR A SECOND POINT OF CONNECTION WITH PHASE II. tr �\ h• •� r OPEN SPACE A r \�\ \\\ \ \ ILOT 2 w I 1 I \ SETBACKS: FRONT: 5' MINIMUM (i8' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) ig.D; ACRES i \\ FRONT MAXIMUM SETBACK: NONE R7 ° a AA vVA� ] ,; I I 1 I II 1 SIDE: 5'MINIMUM, NO MAXIMUM ,.o4_D �ZQ \ i //\\\\ \\\ OT 16 DS / \ \\ \ ` c \vim BUILDING SEPARATION: 10 FEET COCOMMUNI O nON INC cro 2 \ I REAR: 20' MINIMUM, NO MAXIMUM NN6 GRouP PHASE ' / \ NOTE: LOTS SHALL BE A MINIMUM OF 20,000 SF AND HAVE A MINIMUM OF 80' ROAD °w \\\ LOT 15 FRONTAGE (EXCLUDING LOTS AROUND A CUL-DE-SAC) BUILDING HEIGHT: MAXIMUM BUILDING HEIGHT SHALL NOT EXCEED 35' \ , \/ `� \O// '.Fr '' \ LOT BUIDABLEAREA: BUILDABLE AREAS ARE SHOWN ON THE LAYOUT SHEET FOR EACH LOT. SEE OT DIAGRAM ON SHEET 4 FOR TYPICAL BUILDING LAYOUT AND MINIMUM REQUIRED �/l ��� O/r LOT 27/�/ BUILDABLE AREA. f / �\ / / LOT 29 I 1 \ \ ,/ ❑ II LOT 30 v v `� LOT 28 OPEN SPACE REQUIRED: 68.96 ACxz546=17.z4 AC TMP76Rv-°q--46 [ T12 I� LO 38 ` /�\\\` II I d 1 1 oe'.ICK n V= NOTE: A MINIMUM OF 20%OF REQUIRED OPEN SPACE OUTSIDE CRITICAL AREAS PER - I I _ r/ I,`- ` RES ENnAL SECTION18-4.7=17.z4ACx20%=3.45AC Z�Ps� � j ��;�I/ � ��II II 1 r�-""�, -: _ f i Lor t III I } a OPEN SPACE PROPOSED: OPEN SPACE'A'- 13.o3 AC T I I OT 11 1 / 1 OT 3 \JII OT 37 -I TMPJ6Rvo4'45 'n I I I I �\\�� I\ l LOT 3 III L-�\ OPEN SPACE'B'- g.zo AC �Oc I -----I I II�IIIII�IIL073511 /� I ( / TMP76-3-34 OPEN SPACE'C'- 4.4o AC �, 1 I II II III❑I,I �1 / LOT 2I - V OPEN SPACE'D'= 0.28AC c 1 1 r-- =q11 I'I III I'I LOT 341i __v\ j }' II - 1 \ o .E ORW TOTAL OPEN SPACE = 26.91 AC (39.0%) �1 OT 10 1 I \ I h III 1 v / v RFSIDENTIA, OPEN SPACE PROPOSED OUTSIDE CRITICAL AREAS = 6.55 AC \' 11 �\ \ OT l\ ;It IIII Iill II{11 LO7 33 NOTE: OPEN SPACE CONTAINED WITHIN THE ioo' STREAM BUFFER SHALL BE TMPJLRv 5. 1 \ \\� DEDICATED TO PUBLIC USE ASA GREENWAY. A PUBLIC TRAIL IS PROPOSED WITHIN THE GREENWAY TO BE DEDICATED TO PUBLIC USE. IMPERVIOUS AREAS: BUILDINGS & DRIVEWAYS = 233,600 S(5.36 AC) \ /��/ \ \\ LOT FJIL DEVELOPMENT ROADS = 143J4o SF (3.30 AC) \\ /%/ OT e -.'I(� !/��,I•,n 1 I I OPEN SPA C \ FUTURE R/W DEDICATION= 87,485SF(2.00 AC) P -°3--ae ' \ y.yD ncRPs - \ r V A / sv\_v\ //11 iI ` SIDEWALKS = 44,200 SF(1.oz AC)%�\\ OT 4 /\\ // LOTLII TOTAL = o oz SF 11.68 AC \ / �' \ / / \ 5 9, 5 ( ) Lar 47 / / rr I s \ jOT 7/ \ \ \' I III ✓ :':'.'.' BENCHMARKS: SEE SHEET z AND 3 FOR BENCHMARKS ON THE PROPERTY. LOT \� OT 43 e // OT6 �ii�i \\5\\ 1 WNERy RECREATIONAL REQUIREMENTS: NONE \ // DIN \ \ s J•,'+! oFPRKs,DE. LIGHTING: NO LIGHTING IS PROPOSED �� ice\ \�i� %�^ ; I\ i •...}f ••'y / RE DENTAL OT 44 \\' V J LOT 50I SIGNAGE: NO SIGNAGE IS PROPOSED AT THIS TIME. \ // LOT5 �j%' STREETTREES: STREET TREES SHALL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY \ %'/\\ \ `�OTq //. a' ^C\ LOT 51 .0001 LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE AND �� // LO74\\ \\\�/', /r \�\O �• '•+ [•'� r TIME7646 IN ACCORDANCE WITH CHAPTER1 "\ /'/ O/ \ /' \\ / /{- NEIGHBORHOOD 4' / / / / LO7 52 \S - r - / r I D.B. MENT, LLC BUILDING SITES: EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF \ // /•\ � ` r /'� RESIDENTIAL / / \V LOT 5 \�/, / v�: ��It THE ALBEMARLE COUNTY ZONING ORDINANCE. THE PROPOSED PARCELS (LOTS \ / / OT 3 / / ` / 1-73)MAY NOT BE FURTHER SUBDIVIDED.�%/v \A nAP76Rv-o3-13 O• \ `LOT 54 \ \ A\ ASSOCIATIONINC C/O OFFSITE DISTURBANCE: NO OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FORTHE COMMUNNY GROUP r \ / / LOT 2 D.B. aan P. 4=0 �n �0 TIE-IN CONNECTION TO SUNSET AVENUE EXTENDED, WITHIN THE VDOT RIGHT OF RESIDENT IAL l E ` c \ / \� j' aoo PARKING: 1. (z) OFF-STREET PARKING SPACES REQUIRED FOR EACH LOT. EACH LOT SHALL o /�/ LOT \ i:' ' �R•c`�� HAVE A MINIMUM OF z OFFSTREET PARKING SPACES WITHIN THE DRIVEWAYAND 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 OF THE STREET FOR GUEST PARKING WITHIN THE NEIGHBORHOOD. 160 o so 160 320 640 PEN SPACE q;8\CRES' - BURIAL SITES: (i) CEMETERY EXISTS ON THE PROPERTY. SEE EXISTING CONDITIONS SHEETS FOR OO '�y\ ! •~ :„�.'� 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: SEE THE GRADING AND UTILITY SHEETS FOR THE LOCATION OF THE RETAINING C WALLS WITHIN THE DEVELOPMENT. SHEET LAYOUT 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 OF THE EXISTING DAM. A PORTION OF THE 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 INUNDATION NE.ARESEE LL BESHEET OUTSIDE GRADING F THE UNNY DAYPLANFO DAM BREACH BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES INUNDATION ZONE. SEE SHEETS AY 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 WITH THE LIMITS OF THE SUNNY DAY BREACH INUNDATION ZONE. 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 X 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. n TRIP GENERATION CALCULATIONS SCALE: 1"=ioo' TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 73 SINGLE FAMILY DETACHED UNITS (CODE 210) TOTAL ADT: 6go VPD (345 ENTER/ 345 EXIT) TOTAL AM PEAK: 54 VPH (14 ENTER/ 4o EXIT) TOTAL PM PEAK: 73 VPH (46 ENTER/ 27 EXIT) 118A v 1188 i 1188 AV ` S4 n nz G F,Rf' Sherwood Farms A .d 29 , eyela�agYP r� - 9 Q FRY'S S �� H0 F U` Azalea Park c A& VICINITY MAP SCALE: 1" = 2000' Sheet List Table 1188 AV ` S4 n nz G F,Rf' Sherwood Farms A .d 29 , eyela�agYP r� - 9 Q FRY'S S �� H0 F U` Azalea Park c A& 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 LAYOUTPLAN- PHASEI 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 / 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 VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING zoo EXISTING CONTOUR 100 PROPOSED CONTOUR 50671 Tc 506. 21 EP PROPOSED SPOT ELEVATI0N TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.77 Tw s0s. 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 Oo QO Qo Qo 100 YR. FLOODPLAIN = = = = w = = = SUNNY DAY DAM BREACH INUNDATION ZONE APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT SC OTT / R. 71!LINS'ZI N-N Lie. No. 035791,' , P 02/15/22r4 o�s70rJe1. E�`'�` IU Q � 000 N LU ti M z ry 0 N CD �1 N N LU > LL LLI z L9'i J �1 LU > Z U LU O U WY 1 LJ_I 1 UlrDr^^ vJ Z w LNLI W 0 0 W JF LU w J 0 Z 0 CD N c/ `D U H ILL F O Of 0- w t=n JOB NO. 202198 SCALE 1 "=160' SHEET NO. 1 /R TMP 76-17AGR�CALE TH O 80 0 40 tiea szo COMMQNWEALTH OF VIRGINIA, RAIAD UND�R SS F �T!) DEPARTMENT OF FORESTRY _ - / / / / _ _ A 1 I ICI - - _ -i - - , - AT STRIBLING AVV_ ENUFz \ \ \ \ \ \ \ � IN \ - - - _ D.B. 4880, PG.683 / / - - _ 5� _ - - 826"W z o / / / SCOTT R. LINS� �\ \\ \� \ - _ - / � COMMERCIAL OFFICE- - - -' � / / / / / � / / I � -_= - _ _ - _ - spa°a3�o;w33og / / / / � / / I inch = 0 ft. v A V A \ \ V A \ , - % _ / / / - - - // Lic. No. 035791 In _ -N� ANIT EVER - - - _ _ o / / / / / / / �fo� 06/07/21 �4 �\ - _ - 4ae - _ - -_- - - - -_ - i - _ _ - / / TMP 768-1a \�/ / TMP 76-18 \ \ / \ - _ = _ _ aea- ae - RY S d / / / _-_ -_-- 4 ==- -- - , / _--- / // / / VIRGINIAELECTRC&POWERQQS 5�� �� /h° �SSIONAL E�� MEDLIN, BURLEY - - aT _- - _ \ _ _ - - _ - - _ - ese i D.B. 539 p437 #. 339 (plat), / R OR MARY K / \ - \ \ \ \ _ - _ __ = 4s� - �8 _ - - / / /� �e� / B. 3982, 333 \ 1 \ - / \ - u �pILR O ` r�i _ \ D.B. 508 6 5(plat) p. \ I I - � � _ _ - - - � OA � �� _ � Ssa ss.a3� p� 9 / - - - - - - - RN / RESIDENTIAL / TMP 76-19 ESIDENTIAL \ ` I -, - - _ _ - - - _ (1)E ) ' MEDLIN, BURLEY M \ \\ \ \ \ J \ \ - _ ^ SO nQg P, S4 " . .`.° .�.. `�.` .i.�—� 5°153 a SR OR MARYK- v � — - _- � � � �.� - D.B. 398� p 333 / \N � S25°1936'�42 I i RESIDENTIAL\� - / Z _ _ - / - Nao - - o I EXISTING 13' O 22' / / / o v Sos 2aat _ - \ \ \, \ \ �` wa's.as' WIDE PAVED ACCESS - - r / �. A A \ v . I ROAD / - \ \ EXISTING PRESERVED EXISTING 8'X8' CONCRETE ARCHED CULVERT- STE6P SLOPES TYP Bame �. ` . ( ) ` PO 100 B� FE1Z i // // 8 x8 — � EX.OVERHEAD V A V A \� A A \ \ — / �V A P 766-� / / 0 9 / 1 ,>_ — Frame / - - - - POwERLINETO Ex SATeuTEDISH Shed \ ♦\ \ \ \ \ \ WPO 100' BUFFER ` t `,' RY SHIELD / --- - - i arched- cu _ _ �� — — — i BE R MOVED \BE REMOVED ' \ \ \ \ i E� - - - \ \ �, - MAU B - ]4 sin L,_ F \ \ \ / / ` .` �QR �I ' D.B. 1147 1 3 / g �,`.`- - ° _ ��� �� p a� \\ \ RESIDE u - - _ — \ ❑SpYngbox _ EX. FARM \\ \ \ \ \ NTI N o - _ V - _ _ EXISTING STRIBLIN _ Z w z POND RM E r \ �I B A _ __ / AVENUE ( -16 WI EX.uNDERORo� �I\ V A - . - cI p UNDERGROUND l 14' D ) ry ^OILTANKTOBE _��""'' 1 4 2 to 47 MONUMENT TYP. y. . . .��� A / ( ) VD �e - / \ \ LIMITO YEAR FLOOD PS OF WPO LAIN BLD _ EMovEo AREA BELOW I \ ` J \ _-EXI&TtNG 18 RWSA SAN1TiiRY SEWE N I !`i to° is"w .ss' U)i i .—. - POND / c !] j j- - / 5 •-• \ �. . . . . . EX OVERHEAD allo/ 1 / / ' EXIS G--$U — — — — �Q� . � �, �� TIN NNY � t.... OWERLINET � ' ,6 P O 1 A / — L: I / Q aE EXISTING �11 �� ON Zb - - - ��: -- REMOVED �- NUNDATIB NEE_-- � Oa.3T �. s��--- .� �. .v• e '��� ,; � STRUCTURE' I I\0��� / � � w -- -..i/ 75z'ts' zS 4� 2 TMP NO HILL SUB IVSION li a �. ` . . — N84°0 14" 28.11 / 1 TI�I�CC�NERRRETE a ��. .�.`. :� �� �.� 1. �. . . . Ada s /�/ / // / A ��. /i // -- ��____.. - ozs'o3° tat3' 6 RYF . ,S -ACSA SANITARY SEWER EX.GR TO // �y/ /' �XiSTTN�i/ SHIELDS MAU . ` � ` sg � \ / `--- - % � !! MERRILY PLANTATION / rea PRESERVED REMOVED / - ii m i �� D.B. 1147 113 - -- \ i i o ,y O S53° 24'w4a:9s' ! RESIDENTIAL p L SLOPES (TYP.) . . o- TIA _ \\ • • "� . ` \. ` . EX OVERHEAD ` outCro i � / .'W n� A P / / ' ' Pnuwr POWERBINE TO Ea(.�uwERir 1 A 51te $M 422. 4� . . ( DE EMov�DV \ \ v - -v;, / -- A_ / / / / ' „ 'r �� 1 V A V A \ / €XIS NG"ACS SAN TAR SEWER / / ✓ Nay°!�a'os"w avzs' x6 assti��� �. . . fZ�3Spike In �0"Walnut v ' —44°- w N „ . a. . . . . V AA _ — — / / 2a— . - •< . 4EXISTINGIBRIDGEVERMO EY CREESbed moov - - i �i/ �% EXISTING POtTlON�F/ L . i V --ass )y ;. 'v-� _- �` a �•\'. .. ��. �`. . `.'. ",`�1. ar,,, \� � i '/ -��RAVELDRIVEWAYTOBB - ��'� / /�_ •`• 5 LIMITS OF WPO BUFFER - - Iv1ODiFIED FOR PROPOSED / - - 16 - v v A C / w - v - — \\ \ 484 �, �\ \ & 100 YEAR FLOOD PLAIN EMERGENCY ACCESS RDA 312 - - \ Ex ROCK COLUMNS TO BE REMOVED E 2Q SOg_— L _ a ° „E 23.10' 1 3g��E 4722' 2 _ Soso _ — - - MP 7613-1 SHIELDS, MAURY F L �— 1'So.z3' w ° CEN - , - .. . `. `. . MERRILY PLANTATI �� _ % • 5 \ X. VIRGINIA ELECTRIC & i0 �. \`. \�` . ` . `... . `. 7 p. 1 OT �, ADJA N. L 'LI D B 114 13 �. CAL ' .� 5 / i RESIDENTIAL \ +' 30°32' 3"E29.21' \ OWERCO.EASEMENT !.e.s..�._ = T-ter`. g / . . . \ O WIDTH SPECIFIED) \ s / s . ock \ , . ` \ . . ,. �. ... .�. \ss `s. '. I— outcrop /`ice 4477 D6.4 7, PG.622 (PLAT 624) �' / / /' \ ITS OF WP0 NJFF,EI� ® _ j . \ a . `. `. . . \ M H� �\ & 1 YEAR FLOOD AIN{. . . . . . /� �� i C • 00°35' sz53o A V A V l .` / - . . . . . . . . . . . . . . i / \ I, . . . \- ` �i -�A 01 CV A �utcro\ y V \ . . \ a 10, \ \ VDH �� i W� .. ate. . . . . . . . - �� Imo✓ ��\V A VA��` �A° Q�j - _ N Mon. ''... — — •\ • ••- T�A� I A V _.\. �...-•...`..`.`. :` .`.-.-.`__ — �V A\ ram. �S1CN .93 3 \ \\ \ \ Z�A e\\ �\ �' i' %�_'��✓ '� - - \\\ I TMP76B-3 N "' Two A . . - �: - - EXISTING OHE ! o SHARON OR DERRICK STONE vv�v v v �O WPO100'BUFFER b y ✓ �� _ a \ j. v W " ,59.P VAV A V rn° . .. V\I` .—. — S06°471. E �' V A� \ V ♦ �` �y ` �� / ouYoroc _ 1 f \ D.B. 3303 p. 227 J \ i - RESIDENTIAL \ \ \ A V _ Limits of Y �� _" . . . ` .� . W ._ sz . — - J p� Graveyard EXISTING 15' CENTRAL �! A _EASEMENT,H B� 578, PG�320 ! VA PLAT: PG.821 \ U / \ - - / / - - - n A LLI v EXISTING t�'" / / _ v A V \ \ �' Mon. �\ v asp GRAVEYARD i �- ..� \\ \\ �� /_ i✓ ' ',�' / % ;-� i'� / / -_ ��� 1 1!I \I A\ \ A\ \ � r, II \ \ TO REMAIN / \V 7T /!'/i ,� �ii // /f/�/ / / / / / i'�- �If�GINIAPOWERAND L9 0 O A V A \ V UNDISTURBED / i� // �� �! / / / / i / , i i / / / / ELECTRIC C 120' EASEMENT P. v (plat) �1 A D.B. 523 0�0 P. 044 Iat 9N� \ O�2 \ �° " l .- T,, / % ' i / // / ��/ / // / TMP_76-24- \ \ \ Q J �� v O x \ : / STRIBLINGI HOLDINGS LLC V A LLI A A V V / i // / i i / /321 EAST MAIN ST SUITE 201 v V A\ A U Z / /// A V A /� / / / / / / / \ m TMP 76R1-04--D \ V A \ \ \ V p V / / / / CHARLOTTESVILLE, VA 22902 i o % / / / A t REDFIELDS COMMUNIT \ / / / /AV A A V� ' a,;�, i / / / N ASSOCIATION INC CFO A V V A �" \V A A\iE91DEf�LIAL V V A \ �, 1 �M267IITY p.6OGROUPAVA\\� \ \V EXISTING DIRT ROAD �' 1� ��� PRESERVED SLOPES t.LU RESIDENTIAL �V A\\ �� A - \ V A \ ��(TYP.) rock / / / / / / \ \ \ \ PI2 JEG�BOUNDARY CO OUi'iroP // 36' P.&I, V A A A \ \ I 1 I I I N A t/ C' I 1'�` A Ul X A LU V..I < \ V A V� \ N i ✓ / / / / / / ,{r I ! I v SaF)IMH . \ t A �15"23'09" 54.98' \ 1 \ \ LLJ v i PRESERVED \�\\ V AV i �—EXISTING GRAVEL ROAD / / / / / / / / / / / SLOPES (TYP.)� I 1 TMP76R1-04-47 \ \A\V�\V wow l \ LL / } EXISTING 24" RWSA SANITARY SEWER E w DC I VAA A V A A i �oa oP / / / / / / / / / / / v RWSA 30 EASEMENT \ m v \ \ V A A // / / / / 1 bB.595, PG.464 i TM 76-24� \ \ \ \ \ \ W TMP 76R1-04--46 \ \�V A �A �' 1 o DE I22 p. \ V A \ v Q VV A A EXISTING SUNNY PLAT:466 VAAVA AAV� V A\ DAY DAM BREACH D.B. 722 p. INUNDATION ZONE c RESI ENTIAL O\ _ hundahon / y���/��[ Ada"tsar"w�asa Otl rO�S / / / / / / / �6 W_OOk/ 1 / / / I -1 / / / % \ _ stone VAA V A A V fouCP ndation w k VO /// / // / / // // // / //vjj �/ / / s strop"Wazs v _ \ v VOF / �/ / // / / / / �/ ./ v TMP 76R1-04--45 VA\ V A A Mon. /� / / �/ / / / / / � ; // % / // / / A / \ F- \ V A / / b / / / / / / �/ V\ \ O \i / / ml / / �j /l / 111 \X / // /�/ - - - - w \ \ V A / / J 3T Ook L / // / / / / ( �st3°os'oa^w3z3r\ TMP 76-3-34 o w an MH \ \ JOYG OR WILBERT WING LID O \ E JOB NO. \ VAAA \\ \ \ \\ V �..'�/ / //////// / // / / // / / / / o� �� 7 NOTES v v v _ / / / / / / / / � / / / / �, p � b.e.l2so p fizs, p.fi3os�at)- \\ �\ \ \ \ \ f //� / / / / ' �I /I i \ \ � RESIDENTIAL - ZOZI9S MATCHLINE - SEE SHEET 3 h / / MANAGED s B°o5'D9"E 94.33' 1. BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY ROUDABUSH, \ \ \\ \ \\ \\ \ \ \ \ l 1 ll / / l / l / / l l / l / / / / / / ' ' ' ' ' ' ' ' �/ / / l / i j TYP. \ `�`` \ \ \\ . \ \ _ - - - V� \ V / ° / / SLOPES ( ) I �� GALE & ASSOCIATES IN MARCH, 2016. FIELD VERIFIED BY COLLINS - SCALE ENGINEERING IN APRIL 2021. A� \VAAA� \\A\ \ \ \ \\ %✓/ ��//////� /// / / / / / // / / / // / / / / / / / / / / I V A V\V '�1! �� �s V / rr_s�f / / / / / / / / / \, I V \. 7°59'25"E 59.40' 2. THE WPO STREAM BUFFER EXISTS ON THE PROPERTY AS \ \ '� SHOWN ON THE PLAN. A�VAA V AVAV AV A \ l ��, SHEET NO. J. FLOODPLAIN LIMITS LOCATED ON THIS SITE PER FIRM 1 \\ \\\ \\ � COMMUNITY -PANEL NO. 510006 0220E \A� \\ V A \ \ ,/`S53 a'tz"Es . r 2 TMP 75° i/5°6-24 A ANVGS ALA VA A V A A V A\ \\ A\ \\ A 120' \ STRIBLING HOLDILC 321 AST MAINNK STSUITE 201 xCHARLOTTESVILLE, VA 22902 /d.B56 p. 525 RESIDENTIAL EXISTING DIRT ROAD PRESERVED SLOPES ;A' L (TYP.) PR E\ \B\�\\ U\ \ N\ O\\ A\ \ Y\\ \\ \ \ Irock outcrop\ / / / / �c o�MH \ / S75°23'09" 54.98' e // / /// / / ( PRESERVED ® I � �& � amrnps / / / / / / / / / / / SLOPES (TYP.) u EXISTING GRAVEL ROAD / / / / 6/w.adf / / e �- EXISTING 24" RWSA SA�ITARY SEWER ,,yye VAVAVAVA\ // �r1WSA O'EASEMENT VA Ioutcrop ' / / / / // / // / / / / / / / / / / / / / / // ( / / / / / V A / / / / / / 1 / / / ➢ \ % / ( / ' ,AV A V� / � / / / / / / � / / / / I / 1 � / � � � ' / � � �6.595, PG.464 w. TM 76-24A \ \ \\ / / / / / / / / \ PLAT:466 ! ' VAAA�\A V A / EXISTING SUNN,; - rn'., DE ICK S NE s � �i / / / / / DAY DAM BREACH a 7. .' D.B. 722 13 ICOTT /R. O'ULLINS'Z Lic. No. 035791,'n 06/07/214i INUNDATION ZONE REST ENTIAL 1 \ \ A A 9 - — / / ^' z Ln V A V A A V A \ I�ndatioo ' , / / / / / / / / / / I I I I l l l l l / / t V A V — — — / H ' \ VA\ \VAV AV / /' oa4copa:/�>'// / ;/( go3isarwa4sa �/ Vl U \ V AVAVA\ �/ / / / / / ✓ lfi A A / / u a stoned I / / / / \ \ / / / // !'� / / / / I x/ T'�, V �x„'i// �/ // /�;' I I I t U �. A �` A \ \ — — / / / // O O foundation/ / / i / �� / / ' 1 / 5251 T00"W 47.6 `T� VDHLA / / / ' l t � I / / / /� � Mon. �v vvv\ vvvv� Ao �� Xi /�//�// > ca \ \VVA A\V \ V ii � —i ,� / / �/ l l \/l// / / / / /// / / // / �-'''.. 32" o°k / l l (� 11 / ��;�1 / .f' / // /� // / i .. �, / /� \ e S13°O6'O8'W 37.31' A � / w � \ VA \ " . / / / E �I TMP 76-34 / f 2', / / / / / an Mh VA�\VA\VVNy 6, ����.�� //b% da\j/l/ /// / //� / / / / / �:�` I I I ( I I I I I / �A //fJOYGEORVYILBERTWIfIGF LID a VA VA VAVA \ — D.B. 1230 628, 630- (plat) - / / / / / \ RESIDENTIAL P (P ) = � �� 005'o9°E 94.33' — TLU / / I�\ \LO �G�D \ � V �� AAII � --- / ///� MATCHLINE -SEE SHEET z / M �.'���s TMP 76R1- 3--51v^r9'zs°E 59.aa I A V A \ v A A 3*04�12"E 6 . r / / / / / . AV � \ � TMP7 1 0 50 / \ V A \� / / // �/ l l / / i/// / // / / / // l 11 /l / /l �/ / / I� Jl \ / A/ (I \\ v � / /h l / /„ l l / / / / / l j �.� KKK / I R A\\V / / / / /i/-- / / /// / TP 1-0349 A� V A\ // �ss' / / /l° 111s//-�/ / // / / l /// / /o/ice �,-- \ so E STING T EE LINE / I / EXISTING STREAM' �;'.,' 3g� Oak V A V A \A kD (TYP),./i�/r � F.H. � ten.- 76R1-3-8 �_- �/ --- _ I I I \ V A VA \ \ V A A~:� I / 'r. ( / / I I // / / / / / / / / / I I x i / / / / / �/ /"`'�y / / / �°// �. - y3 •' . San. _ _ — Boa'Frroont B 78 / Bo� Hydrant- --- — / r 34" Oay / / / / / / / / I I 1 "�:h, G\ �.. _ .. VDH(' / / / / / / / / / / / /// / l / / r r \Y ��/ / / i Y / / i y UNI_TOWNER'SASS IA ION / / \ Mon / / / / /\ / // / / / \ \ / i�/// / / // / : //,I / '�' 55 a3e / EXISTING d — OF PARKSIDE AT G DES \ �/ / x I ° /. . GUARDRAIL / / / — L4NDIr / A \ L9 o „ 3a' o°k / /� / / / ,.,'' I < �/. ''� � —-RESID€NTI�L \ V� / � _ / / / / � / / / / / / / ��� / / / / / I / 1 I I k� �_ Y'� / � / / /ice ,�1 >l"� • � /. ,� ''b � / 1 V PR N PROJECT BOUNDARY ww, 20�Nk / / / / / / /Al / / �, / / a v .. �AYDAMBREA H, / �/V�� u/ — //// / Ij4UND ilOL1ZONE /� b��ll� Cc - - -- _ j�i o / EXISTING OHE N - --- // VIRGINIA POWER AND / /// ///////// I / �/ /yyi i �TMP76-46 \\ \ �\ H� / // i / // / / / / / I I I 1 I ( / /� ��� ✓. /. o° " NEIGHBORHOOD A N a — - — — — — 104� L TRIO CO. EASEMENT / // / / / / / \ �W, / I � �, a \\ a � � �' = � °�INVESTMENTS-JR LLC- \ WIDTH SPECIFIED / / / / / / �� / / � y � ,� / �` l \ \ \ \ \ / p. 622, 624 (plat) / / / / / / / / / XISTING TELEPHONE % I \ \ Q = --— sot)\\ D. 43 / i / / i/// / A '��TIA v p (P ) / / / / .� /�W �' a6 / /D.8:2171 225 \ a \� — — A ��� -- // / / / / / )/ /� ' /• �V,"DH �'> / / RES DEN L \ \ t92 — — — — — — — / 4 s�° N / / / 1 L/ViOn \ / / / / EX: CENTRAL TELEPHONE CO. W \ A� / / OF VIRGINIA 15' EASEMENT /v -/ / / A \ / L / / — — — — / / / / / i 78 320, 621 (plat), i// a��° s5s°ssz3w / / / V 15 — i a / r r. 44 061"W 40.0 ' o- / / \ c / � TKO BE RELOCATED- ,/� / - f �' � � � / J ( \ A v � � c _---- / // �/ EX. CENTRAL TELC HONE CO. / /� / ����. ! 5 ���� / / / / \ L , � / - � c OF VIRGINIA 20' EASEMENT �� — — W D6.439, PG.084, TO BE RELOCATED / L9 /it/ /�•'1 •'•�b1O 1b � ENT (Ti— ALU _— V A \ EX TI TELEP� �' / / / // C / O f / // y .7.'�'.' �S�CP —— — ' U v �� v v V A A v _/ // /. .. / REDFIELDS COMMUNITY 1, `�' ti� 5J — / TMP 76R1 03--E3 _ _ _ / _ r ASSOCIATION INC C/O \ V �� \ V A A A A�' ��i.�' S / ' %. / ✓.'�'.'.' 6� / �. I� / , — W ( COMMUNITY GROUP \ v A V A V\ V A V A t �'; // / / D.B.2279p.410' A A V A A \/� %. AAA A <' RESIDENTIAL \ I LL w Ul 0 X 2LU EXISTING 4 / / / i // _ "°° E/P (TYP.) / / � / � � / LL.I 0 EXI G� Mon �O" / / ARD Lj L EXISTINGFIBER / OPTIC TMP 76R1-01--16 REDFIELDS COMMUNITY ASSOCIATION INC C/Q COMMUNITY GROUP D.B. 1780p. 405 RESIDENTIAL, Mimi LLI w ( ADJACENT DRIVE11VA�G' / / / J Q c / ENTRANCE- P.) / // / c Q N lL C F- a afia / / / rw-, w E O w a L i / — — / JOB NO. � 202198 a� GRAPHIC SCALE z P IV -0 0 40 80 160 320 1„—RO, c c C SHEET NO. ( IN FEET) u 1 inch = 80 ft. 3 s F 0 0 3 0 , 403 I . VDH / e Mon O` TMP 76-19 MEDLIN, BURLEY M SR OR MARY K D.B. 3982, p. 333 RESIDENTIAL TMP 76R1-04--D REDFIELDS COMMUP ASSOCIATION INC COMMUNITY GROUP D.B. 3267 p. 670 RESIDENTIAL 0 u TMP 76-17A 1 I, COMMONWEALTH OF I \�JI DEPARTMENT OF FORESTRY D.B. 4880, PG.683 COMMERCIAL OFFICE TMP 76-1I MEDLIN, BURLEY M R OR MARY K .B. 3982, p. 333 5o'x6o OT 66 J BLDG SITE j% (TYPE) Q`. g : j LOT E Mon.DH LOT 6 e�e� T ^X11 \\ OT 70 \ \ My �.'....... 7% i LO ..\ _ \\may 01 72 \1 \ '�:\.�'• �=\•�\�i�. /tom . . . . . . . D, •••• �F3 .•'.::...:.:.:. :::.:':':': 2 Q S i LIMITS OF PHASE R v ... �. vu-I ...........................................LIMITS OF PHASE I Mcn. TMP 76R1 YL7:i TMP 76R1 TMP 76 //>Tm P �H' TMP 76R1-03--B REDFIELDS COMMUNITY ASSOCIATION INC C/O COMMUNITY GROUP D.B. 2279 p. 410 RESIDENTIAL OPEN SPACE A 33.03 ACRES 1zo 6 6D GRAPHIC SCALE 120 ( IN FEET ) 1 inch - 120 ft. / /058'28•W 24.60' 3Y3'10•W W.08' TMP 768-1-7 VIRGINIA ELECTRIC & POWER CO D.B. 539 p. 337, p. 339 (plat), S5.e3' D.B. 508 p. 605 (plat) 45 �• RESIDENTIAL EX' S5 TO BE 1'�- / _ -�i. l P�♦� I I It io�l12•W 38.3T ]ssaro wil4 28.1 / 'y TMP 76B-2 sIM-I0 t3' n SHIELDS, MAURY F \\ :F- V,T58 �' -o D.B. MERRILY 1147 p. 113T]ON3ro6za �4esslRESIDENTIAL LOT 56 O♦��.' �M �,r.. \� I-,% ,� i N '18'yn•W 31.zByu�. TMP ' i H SHIELDS, MAURYI F O/.`. MERRILY PLANTA ON 1 �� D.B. 11'47 p. 1137 1 \ �- ♦ys/ / i �.' _-. .o __se31p;'RESIDEfjIT]AL I �� nztsa - Og.RS 181' 'E 2110' ` M / --♦/•i ���/,/ , 1___ 7, _���I .1• 6 •E 50.23' P � y OPEN SPACE B II--- -- i I I g.zo ACRES 1 , •: -�� 3•E 29.21' e ✓ r _�_`.'_' ' 1 1 • � • 95 'E 97.52' 1 / 1�� � i � . •, � � _' '' ". I'\.�..\�N X_ ' ! LOT 21 ` •`\ I�`'` LOT 20 �I`1 ` 1 'i� II \. e TMP 768-3 t`-Qi// SHARON OR DERRICK \,I.Q I Il' I' 11 1 11 'L. p6•a' •E5 27' 1 D.B. 3303 p. 227 ,� OT 2 1 1 1 1 RESIDENTIAL I LOT 1 7 � ` 1 I! 1(h N e � LOT 18 \ / !rL - � OT 2 OT 17 iii LOT 2 LOT 2��`�i o / CRQJgJ�R°PoySµ , `------- e --------------- - - Q LOT 26 I II 1 � I I. 15'23'09 549 ' H 'SEI , r III I OT 13�� . LOT 27 II i 1 LOT 29 LOT 30 '',� ► li� . i 1 :' e LOT 28 f; 1 I e I � I A TM 7s-2 / F y DE ICK S I�NE L T 12 LO 38 Q 0 RT __, --_ I ``'` ____ ✓z/w) ; OT I -_RUeIC ROAD (Sys '�• I I e I E '�=`- I 1s ea _ _ ! �I ♦ II_ i OT 11 T 3 , ' - 7 .% z�'1Too•w 4 ez' 1 OQ I I LOT 3 1 / - - I' II LOT 35 I, LOT 21i i/ y i TMP 76 -�I 1 1 I I� ♦ JOYCE I! Il' LOT 34 '',I A �� WINGFIEL OT 10 Il I ail I'I �ti / A D.B. 123 Q 40'05'09•E 94.33' 50'XbO' 1j IG / �. lat) OT 4 �, BLDG SIY11 I LOT 33 V ` �s�EN' Q �(TYP.) A �4 '-- -- ' - '\ - I I ' / - • _ • 47'59'25"E 59.40' OT 9 `'�``.I ill Il) '�' ��.•�r ��.' v `v s53ro4•12•E,6a LOT 4 �.., , I �\ I� -- \ -/,- 1 1 I OPEN SPFiQEC`.' \`�• �. OT 4 \ '-LOT 4 [ LOT 4 , %i 'lit III i�50� LOT 46 w _- �1� ����� oo r✓_, Aon OT 43 ' A Q I TMP 76 - \ �� , s%'"` ! UNIT OT 6 W F OF PARKvl,�4 J`LANDING . \, e !!y,-,�;i' ``> %\ / QF I , I ,' ••r✓ _ 3' • RESIDENT] �• �\ �GTQOT 44' \\ / LOT 501I V i •:':':'ii`, : � �♦ LOT 5 `\ �, �2 :� � OJ�`�n . ' ^ ' �; -` I 'ti I : �: • ♦ OT 4 ` -' V � QP� c�`O�' � •` LOT 51 �' a'� I I . `/ �: LOT 4 Q / TMP 78-46 v r -'.,J / NEIGHBORHOOD LOT 52 \Q. a° II i : '.j INVESTMENTS-JR LLC VDrt •! / ! D.B. 2171 p. 225 da. LOT 519. � ,1 / \ LOT 54 v \, LOT 2 O VDHV. P % Mon. LOT 1 ��' -'\• /� 4- / ♦� `� . % ♦♦ ,` ,y�9 ♦.OPEN'. � '• �. $PACED \ * 1 ♦ 480 Mon �♦ � /j 4' W I 45'15'. ,�•.� r 2519'36•W '•/ 1 II I � ' • �•� I o9'2641' 49.49' 1' �« 1 /// 1 ! LOT 61I,I� a �� TMP 7s6- ^ MAURY St LOT 62 O 6 RESIDENTT] 0 5 Ell m � LOT 9 ♦ II III . ..1 ��� . { I ♦ 101 • e z5s' G �•l I y T 5 OT 16 LOT 15 14 SF/E� ♦r\J�J'\�A�y 0 PROPOSEDE AT SUNSET Q STONE -3-34 OR WILBERT D 0 p. 628, p. -0t A ERIS ASSOCIATION SIDE AT EAGLES AL Q LEGEND: v PRESERVED STEEP SLOPES 0 MANAGED STEEP SLOPES 0 WPO BUFFER AREA 0 BUILDALBE AREA ® RIGHT OF WAY DEDICATION 0 PROPOSED ROADWAY YF'IUAL LU I UL I AIL GNU I I U SGALL) 5' 12' MIN YID 50'x6 TYPICAL L ---- - -I BUILDABLE AREA I 10' MIN. I I I I I MINI- 70' MIN. MIN 20' MIN VOTE: SIN. BUILDING SITE AS SHOWN = 3,900 SF AN. 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 BUILDABLE 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 1 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 1 20,075 9,788 52 20,060 1 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 1 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 1 15,289 72 20,064 1 15,804 73 22,595 1 1-4 RI C Lic. No. 035791 02/15/22 ``SS *��SIONAL 0A z i O , � J c g L V) ~ z ti C O i � 3 F at Z w w 0 z � 0 ` O O LO CO (� W r/ ( i i z W �` LU LU d [ 11J N O CD p Z N a W N 0 J � � M ^ L.V ces z N O C V I N � a O N I -I ® ° W N W Q LILT o Z J J o c `n Q o � I'I o a O Q J O Z U w 0 W CL a Y J� LLI J ° o E ul VJ Lu o LLI O 0 Zw z Oz U) 10� w N z J� o LL1 o w 0 a J Q , ^ v o n 0 O z 0 O N < U x `D W o U J a w W E U LEIo JOB NO. 202198 0 ° SCALE 111 = 1201 ° c SHEET NO. 0 n 4 CG-6 CU // LOT 43 \\ —J - — — 80, I 10�--� 1.59 6' PROPOSED yQv \ \ \ 6'PLAN ING % 4\ 56' o'x6o' STRIP (T P.) f LOT 8 TYPICAL — — — — — — BUILDING SITE f ff I, f I II MATCHLINE -SEE SHEET 6 �AV 11 �/l /f�ff 1 , LOT 4 -� \`\ \\ LOT 48 f�,'ff VA EX 2 POWER ESMT II I II \ ^j LOT/ �/ /ff �I 11 OI II \ \ \ \\ G� ESEceP- / Arc'/SOP \ \ / / / f °°, 8 f f I o-1 II I _O'lb7//y W1 / A �SfTgq KF% PROPOSEDR/W1 / v LOT 7a� LOT 46 ao MvtJegPo� I III I II u/' 34 / / /' \ 1. LOT 4 \ /� e\\ ;\, " - �o� s ,� \\. LOT 49 VDI \\ //�/��/ \\. F\�'F\. \\ /� ./ \\\ \\\ 60 1 / ��o ' I 111 II III I IIII tNn\ Cp 1p ppI �/1� \ \ /'vim / s' ♦ \ / p \ _ r -- -� I� IW W / LOT 6 W W W W W W LOT 44 ////�/ �\ .O/s� �\ /�''/'/ \\ \`\\ \\ •h �'lH I I I W w W W W W W W W 20Oak / //' PwV , v / /' v vv �IH W W W WI W W W �I� LOT 5o '8 PROPOSED STREET TREE (TYP.) q \ \\ I W IW W W I W \ram, >" I f9l LOT PROPOSED R/W / b'PLAN NG \\�\\ W J W W W W W W a PROPOSED STRIP(TYPJ W W W W W W W W W W `W W W W W W W O ,4#W W IVIVW SCOTT/R. C't?LLINS'Z W W W C-) Lie. No. 035791,E W W �,p 02/15/22 40) W W W W W W W W W W W W W W W W W W W W W ro W W "4:- W W W W W jW W W W W '' W W W W J z W W W W W W u w ' W W W W W W W f O 0 W W W W W W W /- W LV W W V / Y W W W W W W W W W W W ye � Iz W W W W W W W W N N W W W Q ^ O O o. Sox O TYPICAL /' /' \ \ \ / _ \ \ \ \ \F` / STRIP(TYP. . / v vv� W� W I W W W I �011111* BUILDING SITE // / v �v LOT 5 0 y € I PROPOSED / P \ \ , \\°�I \ I W W W CG-6 CUR /ry^s'� �F� _ �o// \\\ \\\ W W \\a`1\ \� W W W m W 1 PROPOSED STREET \ \ / \ \ o- \/ TREE(TYP.) S PSI TYP. LOT4 \ \\\ W/ W/ W W W W S / / /// // \..: \ XY\ } •`�O/� x.. / \ \\ \W\ W W .V W �' W W/IW W W IVµu/ W ' /n HV W I /z T5z W w \ \� \ W W ,'v W ,� �/ W Iy W / / W /W On, PROPOSED \\�A ,// ,/' CG-6 CURB Y ST T SIGN (TYP.) vv LOTS o'\f/Wwo / /,' \\ \ \\ \ \ LIMITS OF ryy`O \ \ \ \\\ \ WPO B(FFE; W \�\ \ W .✓� W W W d W PROPOSEDR/W \ \ 1\ \ \\ \ TYP. \ f / / DH LOT 54\\ W W \\\ LOT 2 ,/' /�/�\ \\ \\` \ W W W `vW ,' W W W Mon. nf.VDH n , / /' LOT 1 \\ x RN`l .. \ W �tiC9flrW WC? / c / \ /l/ W W 001\ W W W W , / \ / / EX. ROAD / 2o' E/P - E/P W W W W W W W W / /STREET SIGN (TYP.) W W W W W W W W W / W W W W W W W W W \ W 12' OFF 1 , W W W W W W W W W\ EX. EP , 25 \\y / DOT CG-12 W PROPOSED MIL VERLAY F Ln EXISTING DRI LANE. SE WP-2 DETAIL, S T 12 / VDI { ,,STOPS (TYP.) / DISTANCE TO NEAREST INTERSECTION = 685' Mon. SWAN RIDGE ROAD / 12' OFF PRANCE GRAPHIC SCALE P a` EXvS�vNGRSONRvAGE 40 80 16a (APARTMENTS I � I ( IN FEET ) 1 inch = 40 ft. SEE SHEET A FOR COMPLETE SIGHTTDISTANCE Z M co N ® co N O WCY) N N W¢ LU z J J_ C/J 111 L9 i O I..L za U W' Lu ul V) W zLu I— JLu I..L J r< V C O D V N u I.1 V / N O 3 a a I --I a Q O _ 3 Z N V � / � O C ` o /y s o wa z V) c C = N G � O J w z� U Q 3 O J d N N O 'E O a /} C Q O WJ Z C W W Z OZ W _N z J 0 U O v Lu a v^ o d z 3 Q U X /�1 w `` J w a J F- { F C W Lu N 0 3 W O JOB NO. 202198 N SCALE a a 1" = 40' V) a a SHEET NO. a 5 I I I I I I I I I II I I I I I I I I I • I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I II I I I IIII I I I II I I I I III I I I I I I I I I I I I II I I I I II I I o� \\ \V A \ ,•/ ,/ PROPOSED R/W LOT LOT 1 v vv v v / v <v '�♦vv `�v I // C 0 -- Zo'.R------ ---- ----- SETBACK(TYP.) --- / \ \ I I / ,i /� LOT 14 , F------------- I OSED \\/\ j� AR. WIDTH /i�/ \go r------ zo'REAR --1 I r` zpo' SIG T DISTANCE LOT 26 / <o .?�/ SEMENT /'1�/' �S SETBACK(TYP) I I I / \ / STOP N (TYP.) vvv Q, I I v LOTSFT@gIDK , I LOT 1 3 / .;.' . / y"� 11 \\\\\\ // F ///i' \ \./ // O I STRE�\ ( \ \'. , \ L T 2 / / 1- I 7 / �/0° I I II PROPOSED OPOSED / \t EETTREES AR. DTH ' \ \ S Ro (TYP.) Q/ / SI T DISTA i \ \\ `\ ✓/ /. EASEMENT \ eqc p LOT 12 LOT 38 11 // / \ / PROPOSED R/V W W W W W W W W W W W W W W W W W W W W W W AP HICW SC-1LL': W WS� /- W W W W W qQ W W W p W 2CJ' �40 80 � "60 v ♦v W W W W ` - W W �V ( IN FEET -k = W W W W W W W I W W W W W W 1 inch = 40 /•_ \ \ MATCHLINE -SEE SHEET 7 II LOT 21 \ \ \ LOT 20 I / W W W W W W W W W W W W W W ... / ,\\\ , \ \ \ \\ / J 1 -$O MIj\J, W W W W W W W W W W W W W W w // A �.� \ V� V A� V i p SETBq CK --1�/ A LOT 22 II W W W W W W W v ���� v \V \ \\ A V A v PROPOSED \ / CG-6 CURB I i �\o. LIMITS OF PHASE II W W W 31 10 LIMITS OF PHASE I ��� \ \ Al 10 go LOT 18 \\ ` \\ // /-ram P PROPOSED r' \\ \\`. \ 6' PLANTING C, FP \ \ \STRIP (TYP;) / �g0. \ \ \ �9 \ \ , i =I \\� \\ °°ra�p� \ \ \ f ��F of LOT 2 o LF \\ REET SIGN (TYP:) _ - 31mI J i v v vvv LOT 17 vv ��FFo zsR �I� �I ` \\ ORESe�aoPo15 / vv Jlv v��v STOP N(TYP.) \ h 73 'IP `v v LOT 16 PROPOSED,'/ LOT 2 CG-6 CURB /' ''� � \\ \\\ // 4 I BALBO i — — A COURT r) II I I II PUBLIC ROAD (_S R/W)�— I Q I LOT 36 I ----------- 31u- I I I Zh II III III I I I III z35'---- - L—010 -- --------------- --_—_---_ II II II I II i--- __ IPROPOSED ----- ___�--------- IrJ \ III � _ 'I LOT 30 I I l\ II I I oT /1g /� I. PROPOSED I I S-,,g kt 6' PLANTING r\ \ R PROPOSED I STRIP (TYP.) _ I PROPOSED //: I \\ c4po r I I I II TREET TREES ((�o .'\ \ CG-6 CURE / 3G• (TYP.) � I LOT 1 I I ry , a I W m 0 m I =1 00 ci - . ; LOT 11 39 LOT \ \ {" I STRIP (TYP.) ------ 1--- j PROPOSED I 6 PLOTIlO o " I 5o'CAL I nl I I I TYPICAL I I lU{ L-11u I BUILDINGSITE vv 2j� I EX. o / VfvPOW R ESMT a9°!° LOT32 ; 1 I 0¢ I I 1 I Foy 311w o l LOT �'OFy v LOT 40I� I I r 33 `�1 I � a-� j�'\V ,• ':;. A ,--' il;� �v vvv � i i II I II v�` I '� III LOT vv v vv Aa- vv 111 PROPOSED i� \\ \\\ ♦� I �`'I I II I' II — 9.y /- I_ �'"v II I III A CG-6CU LOT 41. REARS— A _ T 46' T83-_ _-- PROPOSED �. 6' PLAN ING I STRIP (T P.) / , I / TYPICAL / LOT BUILDING SIT MATCHLINE - SEE SHEET 5.� W W W TH OF W WI W W 1W W W I W SCOTT R. LINSt?-' 1 W W I W 1 W \ U Lic. No. 035791 i!I� W W 02 15 22 4 � l l �tv l IONAL S C, I W W z 1 O W WI W W I I z W �W z 0 J W W W W 1 U z IW W W I O N W I � O a W m N W� 1 U LIS I W z V1 LU O aW W 1 g 1 W W 1� a to F LU ZO w 0 I.v W 1W 1 O z m Q O W W Ln U z 0 z w ca UJ z= W w a o a a u" H w O W �1 w z l W W 1 N O W W W W"'o Ce d 0 Q WI Q W W O WI W I W I N z lk v m W W W w W W Ww W 1 W IW W W W w Lu Q r,CD N CD N W W I W W W W I I W W W W I W m W W W W T �70 W W W JI L9 I� J I� Rl W D , W W W W co VJ z W W W WOJ Im M W W W Ln N \/ W W W W W W C) W W W N N W W ^ W W > W V/ W W w U-) W WL9 O 1-4 _ W J w z ® WI 0 pC < I W W W ^ L.L W W W V Y Lu �• W W WWD W ul O W w W 0- J w \ 0�.�/ W .v W J Lu W W Lu J w � C:)z O N 0L Lu U F 0 Lu Ln JOB NO. 202198 I SCALE 111 _ 40' SHEET NO. 6 3/1G" STEEL PLATE WELDED TO P05T 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/ 3/15' DIA. MOLE FOR LOCK FIN15H SURFACE 3' DIA. GALVANIZED - _` ; T' STEEL PIPE SLEEVE CPAINT ABOVE GROUND PORTION SAME AS POST) CONCRETE FOOTING ,_'•' _ 3/1G' STEEL PLATE WELDED — �— TO SLEEVE 12" NOTE: DRILL A 13/IG" DIA. HOLE THRU BOTH THE POST AND SLEEVE FOR PIN PLACEMENT. O I M > �7�j � C `� w w I w w w w w w w } N\ 1 I Cr �/ � \V v � � wv vw w w Iw w w w vd w w w� � � W V I 1• / / X / A v A LOT SETBACK /' / /\ w w / �� w w w l w w m / LOT 67 �,�'/��'/ v� �v , LOT 60 LOT6/'.' /' /''// \ +\�/ I 9C,F\\ /���// �.. w \\.v w w I w \ \ \w /'Gv w w w V -//� \ ------- / / /'i' /' w w w w w w w \ v � �w I �, � \ / \ \ \ i2� � v ' PRO SED 55� <\ 6'PLAN G STRIP(TY W N IN r w w w w w w W Iw w \ o F OI rl w0 rq q LOT 59 LOT 64 /' v nI w w w w w LOT 68 \ /' ;,�' / // PROPOSED PROPOSED v\� I w w \ ` ' �/ STREETTREES I / / / / CG-6 CURB ] 1 w w w w PROPOSED R/ /-a C� \V / ' // (TYP.) E P GE PAVEMENT //_` LOT 69 Off\ ,/ / �� I w w w w w w w wI w w w \ z 'R �', � I IL9 J LOT 6 // �j r -� 20 / w w w w (� 3 / — --Z'— I� / PROPOSED /: .....• CQ ,R.,nll 1x�" / `�.\_ '-_ � i w w I w w w w C'7 `" or) Q qQL CROP 1 /' moo v��A — - 0,�j ` STOP SIG Y,P' 3/^ <\ \\\\ �O/�� / �' w an. H PROPOSED LOT 70STRIPLANTING •\- , I o LOT 58 / RIP SAP — cK wA Z �) n w w w w w 4V \ A\V V LOT 57 A� / - CD OPOSED `\ / F� / \ \ \ \ \ \ \ 1 , / RIP RAP / � w w w w W w\ ww \ w w w w� �✓ w '// /� // // REETTREES / /' \\\ \\ \ \\\\ \\\ w // �� / / / E of PAVEMENT I W N (TYP.,) // / z5'R ��.•. �/ A V \ \V�A\ \ V A LOT �\ 6 LOT v v vv 5 w w � w w / / /ti / / / \ \ �\ w W \�\ w W / \\ A A\.v\\AV //' .. O ST SIGN(TYP.) \ v V A\v'3� A� V �' / 10 / � L o J REPLACEMENT FOR BRIDGE LOT>ro ERGENCY ACCESS U) TYPICAL �TOTHESITE — J WPROPOSED 5O'X60' BUILDING SITE \4Q �XISTING il'TO o L9 ZLn zo'�AVED ASPHALT �1 Q o 7 \\ \ \ / w LOT 2 \ \ \ / \\\\ \ \\ ; \ /// j / / w EM IRGROAD CCESS 0 0 \ EMERGENCYACCESS I i ROADWAYDESIGN / \ „ �.O \ \ \ \ WEIGHT BEARING CAPACITY / to w w w .✓ w w v • < / v w w W �` w w \ w w w w w w w •� w w \ w w w ` / /'S�` / / PROPO \ \\ \ �\ HALL BE85,000 LBS \ \ ` �� \ao, / /p� \ PROPOSEDzo'EMERGENCY j \�- W z CG-6CUR ` \ ACCESS AND BICYCLE/ (� ' \ PEDESTRIAN ACCESS \ �— --'\ \ y : w w y w w w w W w w ` L� a \e�`f, // /f' /\,•, \\ \\ ROADWAY/ � w w w w W w w w w w w w w w w w w w s\ w\ \ w toN491, Lu LOT73 \ +\\ \\ /' \ /� w w yw w� w w Wµ/ w Ww w w O , <NINE\'I w W W/ w •Y w p w w /v '� J^. W _ �__ __ E REMOVABLE BOLLARDS CO ATIBLE w/ i / ♦ /��//�� \\ yam/ I w w w w w W/ w w w w / w w� w w w w w wI I VJ oC \ / / WITH KNOX BOX LOCKING SYSTEM FOR / _ FIRE RESCUE TO BE INSTALLED TO > \ __/�� �°' "' "' �' '� /'� /ys w w W W /y� w // �.v w w _ / \\ \\ , „/ z / „/ l W Z ul PREVENT VEHICULAR ACCESS BUT STILL w w w w w w 7 w w r w /l w / w w w w w w w LLl — w W O W / ALLOW ACCESS FOR EMERGENCY VEHICLES. w w W �- W / .. W W W w w w w �I \%� suss I /w/ J Z CD / SEE DETAIL, THIS SHEET /w // W\ w w ww w ww w ww w ww w ww w ww w ww w ww w ww w ww w ww w\ Ww \W ww W\ ww\w�w.1- w Ww \ww w\ wW w ww w ww w Jws w\wW\w w \Y� Jws\\+Y ww\w\ �wW` \ ww� W \wW\�\\w w Ww w ww J ww w ww w yw/'i /dw // �W w Ww W wW w ww W wW w WW w W w w\ \\\W w w w ww W w ww, W w w w wW w wW w ww w wW w wW/ YwC w hW�y w Ww w ww/w w w w �V w /w OC•�•QP�.�!,.� W+' +I ww w w W w w ww U) / OCZ) /w Lu T ,;w w w w w w w w w w w w w w w\ w w\ W w w w W \w \ W\ W \� w`\w w/y'� w W w w— w w _w _w_ \ w w W w w W W wW y% W / W /' /�\\.• O� w w w J• w w w W w w �r I �' `� w w W a w w w w w w w w w w w w w w w w w w\ w w w w w e� w s w w w `�W �W�'Y/ -�1- —W ��V W W W W w w W\++ w w s w �g�V--sue w w w / �.•__pp� � w w w w w W w w w w - mm IW Elm" © w w w w w w w w w w w w w w w sV w w\ w w w w W W\ w W w W '�6 �.s—w--s-�—S��Y w s w s w w w � w w w w _J_ w �_ -�4 —w— � �✓ w / . v w W w W w w I v z '3 \ / / w w w w w w w w w w w w w Jt w w w W W w W w\ W w s W w w w w W w w w w W —w� -�1\w+ .,. T W w W w w w W w w W /'/ .• w w J, w w w J. O CD x w,� w w w w w w w w w W w w �w \ w \ w w w w w w\ W +v W w w �w w'�� 1� T W w w w w w \ �JW w w w w w w w w w/ /v W / ..• w W w w w W J• w v�� I /�1 � O w w w w w w w w w w W w'- w w W �Y\\\w w w\ w w w W W w \`•✓ W w w W w w w w w w W w � VVV\\\/// w w W w w w W W w �- / . w I 1� � ` V � L ,,w W w W \w w w w w w w w /�.VV j/ ..• w'/����� \`�\ I W O - +� w w w w w w w w w /'//y/ \,-\` W W W w W W w W W W w W w w W w W W W w w w w W w W W W/ W .. w w w w u• '/ �,_ � 1 �� I � ~ *' �C� _ ^ w w w w w w\' wV/� J\ w w w w w w W w w w w w W w w w w w w w •W * w w w w w/ w / yyll/ .. w W w _ �' ZS� / 1I I i \\\\ 1�2� w E 0 = U In JOB NO. w w w w w w w W \ " w \`�\ w w w w w w wY w w w w w w W w w w w \ ,., / / r/ ..�• �SZ , 202198 0 GRAPHIC SCALE SCALE w w w w w w w w w w w w w w w w w w w W w w w w ao 0 20 40 ao w w w w w w w \ w w w w w w w w w w w W w w w w .� fs �/ • � \ � I / � � � 40 O w w w w w w w w- w w w w w w w w w w w w w w w w w w w w� N} /� ��/ \ \ , \ I I // \\ `\ SHEET NO. a 4 �tN FEET > ` \ k ` ` \ NATCHLINE - SEE SHEET 6 I FIOT 21 1 inch = 40 ft. w w w w w w w w w w w w w w w w w w w w w w w w /w w w I \ �� ` w w w w w w w w w\ w w w w w w w w w w w gym- �w w w / •'.. j —� \ I �� I /'/ /' ` `\ 7 FA �SCOTT/R. CtTLLINSZ Q w w U Lic. N0035791,E 4q8 I w w W W w W d� 12/"/22 I�, w w orE '`gg10NAL E��\ 432 I �, x, 2' W 1/ onc. w 1 w w W w w qyE I / ' C u l ve r t w I w/l 1 w w w w w w I 0 SarMHO L� I � I psi w w I �� W' yb � .• w w I w w w w 1 I �•x" w w w w w w w Z O C OIL C. m I w �✓ Z Z 14S w W w l w I w w w w w w w w w p N w w w Iv w w w w w I w w w� Vl Q ,. l/\w \ w w w �wI I �O a _ 37NzoRAI Lr) W O \\ `\\\\\w w II w w 1PROPOSED H p 30'xo' a' U g i W TYPICAL II I I / // I , \ \ \ \ w W I w W W w W I w W w W W w Z W Z / \ BUILDING SITE U _ ��O• , A A I I / �/ A\ A A w wI w w W w w w w w w o w w Z C > I LOT 66 //;,�/ , ;.�/ `\ �'\`\ II II LOT 62 I O N ;k 'qR<s,., ` 1; "___ MMONWEALTH OF VIRGINIA. i __ }�; _' <5'" - _ ___ - - --�- `\ \ 'OEO'PARTMEN_T OF FORESTRY "-- i __ _ x _- - _ _ __- 1 --- __- - __" D.B. 4880, PG.663 "s ,COMMERCIAE OFFICE / —� _ _ -„ ___-__,. 1 I TMP 76-18 � •, _______ ___ -_ � -_._ -VA __ _err.___ _ "__ _ P NAB ELECTRIC 8 P R CO _,_- ,,. . `: r •, MEDLIN. BURLEY M 1 __ _- ___ �__ _ - __ _r __ - - _. .,,--�"`_.---- _ _ _ _ _" - r v '` ' - --"- _ -�.A _ _ •-'.'." �- - D B. 539,ap. 337, p_",339 lot R OR MARY K �,,� -'- _ _ - 0 / .•: v`, .B. 3982. P. 333 -"_ - " I l __ ` ^', i` D. p. 6 plat) , -- __ _ - __ _ RESIDENTIAL ESIDENTIAL r UTHERN..-•_• Y 1 ! r^ - ', '` B. 508 5 � TMP 76-7$ � Il I . / _ � ___ _ _ 0 0 ,....- _ - _ t �1r rm° � C • - - - _ - _ MEDLIN. BURLEY_A( ' ; ; I °° -- _. - __- _ _ _ __ �-"' �- - •. - 1 I �� v - - r \ ' SR OR MAR Y-K /' 1 ' ,�` � . �'-. �'. v ,-' - _ - "' al J AILR I � I �F v , - D.B. 3982, _ v I RESfDENTIAL _ _ ♦' ' = - LOT 66 61 TMP 76B- w - - - OT / / /' ,LOT 6 �L Lam/ LOT 60 `♦♦ V1y, j ww MAURY SHIEL �- , : - V L 2 - T �; 1 •100 D.B. 1147 p 1 v P /per C - -s. _ �� // 1 H- \ J E I I: i�'�', t•\ 1 RF C,� RESID - --- � � SLNNITS-OYDAM % - �♦ 't 1 1 `v F s v0r , _ _ �� LOT 6 i U V e '�[ -_ - i' / --t5Y - _ __ - Mon. 2 -- - ,' vA �5�7�/ INU6eTIONZC$v4E__ -- - 6 LO �.i - ,t• �\,. v �.♦� 1 68 � Q� - - � • LOT �a T 4 59 • ♦ � l --..- :'�. . ,v�. v �♦ a iL i OA5 1� �6 - - - T 6 _ �, � � LOT 9 ---------------- - _ � P 76B 2 . r, `� � LOT 63 II TM ..\ - LOTi;. e�f it SHIELDS. MAURY F 1. - - r- _ _ ��-" , / r T u I MERRILY PLANTATION " - - = 113 ��� � � d II ' D.B. 1147 p 0� RESIDENTIAL - r _ .. - - I r - _�.•,. � :. `v �0e� 0 LOT 71 .\ j • - -- 1 v ,. .� . . ...:.. ...' v AV + LOS� M I w^. ♦ �._. TMP 7 '<.•,.... ♦ e � ?V m♦ LOT 72 _ __ - _ / /,; /' 'MERR"IYLM PLANTATION I ®ww __- /(I ` ....... '�••• L+. ri r RESIDENTIAL w a p. 113 LOT-- - • _ _ _ 1'-1 _ _ _ _ r ---- ` ` \ ` ,� , ` I I I `. ��,' \t .♦s s _ ♦' �� • -- '. '. `, ;\\ `. `, , `, '` \,�\ \'' - i � \` \\ ♦e♦ •'4�•\ \� W OLLS, Ph T. H' e -- �`. '.\, ,,`,\`, `,\ 1 R / m .\ \ 1 ww '""`, �C .,\�0 `�-___'e-w-�_ •`,\ ;® - III\ �5 I- w { `1 I I I � I I PROPOSED loo' von + a'• �. `� \•\ W OBUFFERMon \:\. \ \ I LOT 21 i ..\ , , TMP 76B ®w .\ ,•�T;!,� '�\\\\, \: \ .•\ .•\ LOT 20 V /• 1 1 1 HARON OR DERRICK STONE _ \ \ `, \ \ w� r \ �`\ \\\ .o S ••\ •\ - / �t l D.B. 3303 P. 227 `, \ \ I \, ;\ \ %.. `\ ♦ �1 _ _,'"- \\\ \ `� Ge (rp •\ •\ �,. i- 1 1 1 11 RESIDENTIAL I ,v v R 1 /i \VAV °v L I'VAV\ �: ... .. LIMITS.. PHASE ♦.. .....�C....... i A\ o.�� �'L Mon,.......... LIMITS OF PHASE I �� r i` VA\s�C� •\ I l 1 l 1 �� r% 1 _ RED F L I � i � '\�,A,;v vv A ;,� �� SLOT 18 •\v - - �. I y �11 _ , 1. IVI ON 3? LOT 2, i LOT 17 / r r _ REDFIELDS COMMUNITY i �''`'`\`\\ �GZ' �i LOT 16\ i TMP 76R1-04--D �; ��C`; ,,,', i LOT 25 \ LOT 24 G @ 1 I 11 � COMMUNITY INC C/ � r \. ;•�t';�:. \ �` GROUP D.B. 3267 p. 670 LOT 15 /YlbkF1� \�..•\ II /i 9 II jl 11 m ,1 RESIDENTIAL I. I � 1 � � LOT 14 LOT 26 ✓ TMP 76R7-04- 47 / LOT 13 / i i b I II O� c TMP LOT 30 LOT 29 .1 I �. e LOT 28 'I '. `,� ♦ '� II TM 76 I , ♦ it DE I2S`4A� ELOT 12 LaT38 ----__ S 7S,166 O, , \'„,:v`". LOT 11T a 37i 1• -- --_ V i �,�' r F o�. ; ;,v , Mcn_ LOT 36 1- yv'`, G LOT 32 L / j LOT 35 `•� 1 % II TMP 76-3-34 _ r 1 j ,r , l ♦ JOYCE OR WILBERT /s '/� \'. �♦ WINGFIELD - rn v LQT34 , � � r LOT 10 I V I 1'� _ v♦D.B. 1230 p. 828. P. 830 LOT .� %/ III / ♦ \\ \\.. ESI�ENTIAL // r TMP 76R 03--51 v' vv ��`V i 1 11 % / ♦♦ \ ✓ ��- /' ' PH A I \ LOT 9 / I TMP 7 R1 03--50 \ i , `. , \ i 1 \ LII`ryaTSOFTHE LOT SU Y DAY DA 8M TION 20 I n11 " - r - LOT 47 -- I , \ 1 r i i I r „ I `, \\�;,,•,\`,'`, Ir-n'z' , LOT 7 i � 1 •'\ \\ ;7III ''1 I - /' '.. .^� �i" � _ j vn iI \•,\ LOT 46\'\ 9�1 `I II _'� 7✓ _� �' '/ \� r _ 4 _ .\ \ \,. ,/ 1. V .,. %.. / �� TMP 76 01 A - Mon. � �� ,, � i // I ••\ '5 / --.. �♦ / n UNIT OWNER'S ASSOCIATION - / 1 v ,'LET ,� �+ /� -- e� / ♦ OF PARKSIDE AT EAGLES I ,i / �� - : I ® ✓ ,' / I LANDING \. \ - ,/ ,' 1 \, ','`, \ , ,/ - � �• i / ', I r' I ¢i' _ /` f RESIDENTIAL \\ \\ /LOT S O _ _ , r I F } e ` ' ,LQi� r - 7- \/ " ' _-_--_--_ j r TDMP 76-46 NEIGHBORHOOD-JR LLCINVESTMENTS ________ - B. 2171 P. 225 _----- yRESIDENTIAL _ v A -- = - A 'J�� '' �� (� �GT ;�+ 6 RETFj.9NING "---- /� � v ��_.� v�• > cL - '�/ A WALL�/MAX. HT. ---------- LOT - / , , " _ —� _ - T TMP 76R7-O3- By - _ I __ -- ___ \ REDFIELDS COMMUTY r ;� Zi.; ,,'%so .''Irl� �c��GP'� � ASSOCIATION INC C/0 11K1 _ " ' COMMUNITY GROUP v\ vv vv ` v `,�v �< S �..I % s �:+ V -- - -- - _ - - -- D.B. 2279 p. 410 RESIDENTIAL k-- v. A PHFC -SCALD 120 0 60 12 240 ---- 4 ( IN RCET ) - v -' ' 1 inch = 120 ft. Lic. No. 035791 ``SS02/15/22�� � IONAL -kGl 0 Z N Ln w O ¢ Q Ln cn O d co N m r W W z LU O n- ~ 3 0 w w Ln LU Z 0 Z O U O Z (n Q w ,>., Z m U w w < N w f w O W �N0 W Lu O + N Q n Oo Oo Z W N 0 J � cyi z N O M I� a F V 1 U) F__ N ,n 0 a N a O N H� o W N � ° Q W > z� ° a0 LIJ J J L Lu ° ° w a Qo _ z z a O N /<� Q J C) Z U w 06 o 1 W LL C z a a Y LLJ a� o l� VJ UlLu LLJ Zw J J a Z W z_ O Qr_ z c~n pC w\ z / 0 0 LLJ 0 w 0 a J ^ v o n � O z 0 o a U x N DC w o J H w E d w U JOB NO. 202198 0 SCALE ° 111 = 1201 c ° c SHEET NO. a N w 8 m 0 m LOT 9 CG-6Cu F0 I%. I / SO R. LLINSZ ' LOT 8 \ • _ I PROPOSED L� Lic. No. 035 791 EASEMENT /I / ♦'•♦ I W w—�, '-0� 02/15/22 \ / S l�Cyl MATCHLINE - SEE SHEET zo �oNaL E SAP ER ESMT o L T 4 LOT 48 47 / l i / i // ♦♦1� �1 i '� 1 // .. \ V / \ / A \ / / ♦ I LOT ---- _---------- O \ / / LOT \ i' V / A A I %/' // I • ` i'�r4 w % \ \ /� PROPOSEDv in ¢ a / v PROPOSED \ \ \\\ / II OS�M EASEEN-4PROPOSED o- 20' STORM SWR I y^ m \ v v EASEMENT w/v w w u 10 V d VD \ \ /� // I II m m m w Mon. vv /�// vv �\ vv vv �� � PROP E � i w W w W m w a Z w z LOT 6 w �} I Y Z / \\OT w => co W (n O LU EU \ /' f /' A V ' f ` �A /l / '� w y✓ /a. m w I w / Z O PROPOSED ♦� .V/ W W W W W Iv W W 8" DI WATERLINE � / / \ • / - \` PROPOS, D 8" SA W Q ^ o 0 L ♦♦ T PROPOSED R/W f _ / \ \ ♦IW W W m W I w w O 0 ry P10 i ` f LOT 4 // \V // /. f f V A r A /' xr � / �` \ \♦Y♦� i w w w//wI v W m I j L9 r 0. cyi V DH / L/ VJ Z on. N \ /'° /' \ \y \ \ \ ♦.♦ / .r .r �` V �A V a" / �L" .r .✓ I v, /d w tea" — C j LOTS \ >/ �/ _ // //\'\\\ ♦. /` w w �\ `� \i'w w .<� w �� �w V / PROPOSE \ �� ' /' A A \ .✓ w w v w��w .v w .6 w w �� CG-6CU B // //' \\� ♦ w w w v- / w .v`-/ ' � w w � � v v- / XA,\J LOT z `\ LIiv11T`S OF N. ; \ w w �w W W / w� m /9 LU v+ / w V / ♦♦ J Ul BUrEE \ \ �/" PROPOSED \ \ V / � • (T'fP. �s / \ / / ♦ W m A V v./ m o .r u./ �q LOTS /DH � / \\V v- m w `V v. w v- on. c /�w v. w �'i W \ / f ` ♦ / / (��r�. 0 VDH Mon. v.v / PROPOSER. \\ i V �• �'/' "' v- �" w / s ��Q LL \ t / 8" DI WATERLINE\ U LOT141FJ_ W V w W z v \ ce EX. ROAD / 20' E/P - E/P W LU W\ ♦ J Q W W \ W W O I O 1 0 GRAPHIC SCALE 40 0 20 40 80 IN FEET ) I inch = 40 ft.. 160 �W \W �o W -/ VDH \ Mon. / / / / 6 , G ENTRANCE - -- EXISTIN ON RIDGE TO APARTMENTS PROPOSED WATERLINE CONNECTION TO EXISTING WATERLINE / N U w J r W W Inc W U) JOB NO. 202198 SCALE SHEET NO. 9 MATCHLINE -SEE SHEET is 'll 1 -- LOT �i4••`�••� i ••i•••i� �i:♦ �♦••���. ��.: , •i � • ♦ •a• r •• l� I I/ �l rr /� /M i^� l •/ �W-/_or �/ �/♦�♦Wv ♦�v. /���WWWiv� � �♦r WW w •WWWW v v/ ®WWWv f � WWWW�.1 z ■� WWWv/'v� v/v�WWWWW/v� /v, vbvWW♦ �vI �v�WWW�A� / �� /\�\lWW� �vA/v�`\\ v\ �/WWW✓v ./ ♦.V`v / �\ WWWW�I ��/ W��WWWW-• v/ 1��� v WvW\r� ♦ /v.♦�♦� ',WWW•dV•• //♦/ 1WWW♦i v/ ♦�A�� �Ww_ WWW �-�- WWWW -v-.v/ �v 'wW`WWW\+'� - �✓v �- -WWWW �—v,�/v—� �WWWW r�'� v-/-♦— -♦/ WWWW A _-/vWW`W�i�� _v ♦/vWWWf�Wv.A v V -� �/ "vw�♦Ww�//./� \v,,'\- VWWwW-v'v\� -\/v�W�WmW� V�f lv�- /-i v�W /�W♦-�V//// v / �/\-WW•A /.f -v /- / -W .v•U-//v•.- v �.. 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SWR O�EASEMENT♦\ 4� O PROPOSED0 � iCG-6 CURBPROPw 8" SAN. SWRo ♦•'w LIMITS OF PHASE 11 LIMITS OF PHASE I �Q © •• T L 07* Ln LOT1 o z U< ♦•♦ vW Ln Lu LOT16 O PROPOSES/ Tz4 ulCG-6 CURB O / LOT 15 \ PROPOSED � vVv y00 8DI WATERLINE vLOT 26 LOT 1 , � 0/6/ CD L9 j mfZ d C� LO z] Z /L g m LOT 3.3 LOT 28 T o RO) ORMSWPROPOSED zo' . V/ ' L�LIOT 12LOT 8 g LJ_6SE EASEMENT OA � 14 P 8" DIWD LU b 11 / �♦ / / / / 7 i / �� vv �� rva "v.� - : / �.. // ii /t % 1 Il I ':I \� I, \V iV �I i \ V \ 1 H� Z Lu ♦ ?` l i / i i �. _ _ 1 _ �.- r. / �i / / / l l l 1 A I I �� ri 1 ♦ _-/�/ _ /' III ./ /� /, i /, v�v /� I PUB __ W� � I � I � Q I i I ll _ _ II I I = W i' LOST 11 I I / } I i / // I I I I 1�I I I• vv i I I 11 / / �� I I I C I I i I� ♦• / f / , / / f / , / I I fX / I I _ - _ - - � 1 C6 SED 6OCURB� { v / PROPOSED c I / v� v zo STORlvlSWR� / 01 / v v W v EASEMENT �x (VA POW RESfVt I�' � / / v W ♦ _ _ - --- - - -- _- --- --%--- LOT /II1� /' vv Lu ••• •M / / / / / / / / — — — - _ _ �_ / / / / 3 —�� v r /•♦ / / LU //r ) �%LOT 6 �� _ A\ / �I■ ---- ---- -- - i I O/ LOT 35 / I /LOT'10/ PROPOSED 'I V A! I I � I h I v � v / 8" SAN. SWR \ V L O / / LOT v v i�� V A V / V• �,/_ 4 I i II i I I� II 34 � � II � � � . A v � ' , ,' / . 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A,. - /• / � ,/, / �\ � �\\ / _ _ '1--�_ /� \ \ �II � o� W W W W WIC �� W W W L \ \ ce OT 65 F PROPOSED / // 8"SAN.SWR 1 I I PROPOSED // LOT 6 8"SA1\1.SWfj/// o'SAN.SWR / ..�� / .� \ // /' WI p 00 LQ \�I� EASEMENT v �i / I ( � ii A \\ \ i A / � \. e �q %` / ,� / /ice - ,_ _ V � A _._ --__ i II / � � / I 1 W ,✓' vi � W I P OSED / LOT EDGE PAVEMENT / l \ O) W W A A �_ _ _ ♦ /� : A �� EVR� \\\ // PROPOSED i ✓ O� _ - — �� / / �W W I m W I / Cei W W m \\ \..� A\V / // / / A`\ ��� ����. \\�7�CRO� //Av - _ '\- �_-�T / / ��- 7-- jr - a41W CD / � u IN \ / 70 / / \ PROPOSED / \ -._ /a / \ \ \ \ ��T `A\ �� / RIP RAPS o 8" DI TERLINE / v v _ w W W W \W W W WW W� 'W\ W W ,✓ .y \ t I / \ 9 � � E OF PAVEMENT --vv\ \ N � -o W W W W � \ W � W � � � W .Jv W � W W W W \ �I / � I / / A / �`\ .- _ � /. � / / ... / A\ -� \ — Ax ♦ � � / � � � � � � '� r--, � � � 3 4t4� PROPOSED W W W W W W W W�,pL �� W W \ W W //� \\ 1 /I /� A /� / / Vim• \ �� - _ ../ \ STORM SV NVR - ..-.-. - � - --' = Lij 7 LOT > 2 J U) < � o -�W a \\W�-IV� Z N V`w v V vv / �V �, / / / ��V „v w y T / / A // �, W 1\\ \\v -- -� r Ja W W W W W W 'W W W W W W W W W W/ 'v / / / \\ - \ \ \ / / r \ \ , vAvv _ A A V PROPOSED II �� �\� -\ \ \ PROPO SWM EASEMENT / 1 CG-6.CUR ♦v vA �a. �V V v v _ _/ �� A— ,_/ V W 5� W /� 1 1 1 m w I I W W W \ U W W �W \\V'\ V / v -� / / �V V -G I A\ _ _ "/ �� --_� \ W z� le W _ / " W W W W W \\\ W \ \ W W \\ W W W W \W ,Dm� J� \W \W , \ \�� \ \\� � / /// /�1.� _ \ \\` \.. \\\\ \` / —_ / /W// W// W / W _j tli �e A W �W \\�\ \\. // �vV . �I\ v v v LOT W \ , 73 D c E / - __Ln / ♦ - J `/� W II W W W W W W \�. 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A V V v _ 'I� v - --- a on on ���� I �� W W\ WV \W \ ■I\��■ ■�� 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 DEPAR7MENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAW MAY NOT ACCURATELY 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 NE 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 MATERIALS AND CONS7RUC770N METHODS SHALL CONFORM TO CURRENT SP£CIRCA77ONS THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF VDOT UNLESS 07HERVf9SE NOTED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF J. EROSION AND SILTA77ON CON7ROL 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 OTHER CONS7RUC77ON. 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 CON77?OL SIGNS SHALL CONFORM WITH THE VIRGINIA 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 07HERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY III 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WTH OSHA STANDARDS ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONS7RUC77ON 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 COUNiY ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WiTH VDOTRS 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-i 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 SCHEDULE AN 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. ZEX GROUND EXIST. GROUND EXIST. ROUND EXIST. GROUND Ch POINT OF R/N' FINISHED GRADE BONNE-IDE ONLY PARKING R S EET STREE(WHERE INDICATED M T/t'•T' TREESTREES SURFACE �sNET) S�TREE r/e'r' 114, r� I/{51' --... IS :.. 4'2T 4"2lADOT 4' ,DOT 21A BATE �� @ fAA STONE BASE BASE Q� d BASE SIDEWALK PLANTING STRIP (MISTER 1RAVELWAY SUBBASE TRAVELWAY GUTTER PLANTING STRIP SIDEWALK P 2.V 2.5' 125' 2:5' 1' TYPICAL NEIGHBORHOOD STREET SECTION (6-4 ' R/Wr TYPICAL PUBLAC STREET SECTION (CRESPI BLUFF 0RfV_F PALOU COURT, BALBOA COURT, SERRA DRIVE E@ SOLANO COURT) 4" CONRETE SIDEWALK 4" VDOT 21A STONE BASE L:S--SSAR RTSIDTNTIAL & AiI UST SUBDIVISION ST"AT DTSICN SPTTD.' .25 LPN PARZONC ONT SJDT ONLY NOT 9YA SCALE NOTES: 1. SCE 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-6 3' CURB & GUTTER CLEAR ZONE T I I 2% 6. PLANTING STRIP 4" UD-4 2Z BASE - 12' POINT OF FINISHED GRADE SURFACE 2Z 4" UD-4 SUBBASE 12' CG-6 CURB & GUTTER 3' I--2� CLEAT R ZONE I CND GRAIN* �6' PLANTING 4"_L90T STRIP f l BIKE LANE I GRAVEL LANE) ' (TRAVEL LANE) I BIKE LANE I I 36' F/C-F/C 61' R/W FUTURE CONNECTOR R0A q STREET SECTION (61 ' R/#') R ONLY TO BE DEDICATED TO PUBLIC USE CS-SSAR RESIDENTIAL I MIXED USE SUBPlVlSIOrY 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 XX • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII / AIm 11 ••I�:I•AI�:,,•I�:,••,i•,ti WN I IS • nas it- Ns i1- Qua i���u�i� IS IS NO SCALE PROPOSED 1" SM- OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE TARN COAT THE PROPOSED CONSTRUCTION JOINT EXBTWO !!MILT LAYERS PROPOSED ASPHALT LAYERS ------ fCASTING "B/5E---PRWDSEO SUBBASE COMPACTED S RABIC CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT INBOUND LAYERS ® PROPOSED MINIMUM M I%E NCH MEN ASPHALT SURFACE COURSE (SEE NOTE 5) X MI MUMDET12I S BY OR GRESSE SEIT 4 NECESSARY TO AEUT THE FULL THMNESS OF EXISTING ASPHALT LAYERS31 NOTES, 1. ASPHALT PAVEMENT ADENINE SMALL HAVE A PAVEMENT DESIGN N ACCORDANCE WITH CURRENT VMT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT LESION ED ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. ALE SUKHUM DRAINAGE CE TIE EX137M TURD PROPOSED MEMBRANE WALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3, A MAMA BE THREE CORES SMALL EE TAEN ALONE THE CENTER OF THE ADJACENT TRANCE LANE TO ND TO DETERMINE THE THERETHICKNESS BE E%1STIW ER PAVEMENT LAYMIL THE MASS SH.1LL BE SPACED W) MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SMALL BE MILLED A MIN" DEPTH OF 1 I/ INCHES AND REPLACED WINM' ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SLRFAM COUME.LNLESS WAVED W AE ENGINEER. 3. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXALTING PAVEMENT TO BE ADI TO AGEME AGENT M ACCEPTABLE PAVNT CROVESLOPE ANDEFFECTIVE SURFACE DRAINAGE. 6. MISTINO PAVEMENT MARKNGS AND MAKERS WRMI THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 1. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS BE SECTION 315CHIP)OF THE SPECIFICATIONS EXCEPT THAT ALL JLYNTS AT TIE-IN LOCATIONS SMALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS CP SECTION TB.0)fW ROF THE RPECNCATIONS, ASPHALT PAVEMENT WIDENING aEFER E" REv 11/oT FOR WIDENING SUBJECT TO TRAFFIC ws SOJ.Ox VIRDNIA MPRATMENT OF TRANSPORTATION 315 201E ROAD & BRIDGE STANDARDS SURFA BA ASPHALT PAVING - EMERGENCY ACCESS ROAD NO SCALE POINT OF C/L FINISHED GRADE 1/4":1' 114".. 1' TO' I 10' (TRAVEL LANE) (TRAVEL LANE) - 20' E/P-E/P - A ACCESS ESMT TYPICAL EMERGENCY ACCESS SECTION - 20 ' ACCESS ESMT (BICYCLE/PEDESTRIAN/EMERCENCY ACCESS ROAD) 15 MPH DESIGN SPEED NOT TO SCALE IT NOTE: WHEN A PEMSTRUA ACCESS EDGEDIX' CF9585 A CONSOLE. ENTRANCE j TIE CRUSE SLOPE SMALL HE 2S FM A WIDTH OF 5 FEET. AST GENERAL NOTES I W MASTEET APPROACH SAME SURFACING I RANDS TO BE A4 AS MAINLINE MACKAY (SEE NOTE 3) SHOWN ON PLANS) a t WHEN USED INCONJUNCTION CONJUNCTION WITH STA DARD M-3 - - - - - - (RIg15 TO BE AR SHOWN ON PLA1s CA CG�I THE CUM FACE M THE STD 6 TO HE /Onf TED TD MAI TIE MOUNTABLE CURB CG-2 UPCG8 WNFINIRATAK / ME NOTE 1 ` 2. MICE $TAIDM9 CG-A FOR CIA® RAWDESIGN TO BE $AEMAN IEm WITH THE STANDARD. SICENALK r ISO a ---- NO E D z EXI UNPAVED MINCE MNPINE PAVEMENT SNAIL BE CWNSTRULTEO TO THE r`n LOW LINE 3. dW LINE (EXCEPT ANY suRENOE 9TAHLOATCH IIIIZ-- ____ t- --- E PACROM &&TIMED FOR MAUHE PAVEMENT WHICH CAN BE OJITTED M THE EANDFUN E.I ARMY- F%PANSg1 'ANT A. EACHCHRB OR COMBINATION CUM AND GUTTER - NOTE: SEEN $'2'-0" M 0.5 WJIINE ROADWAY SHALL NOT BE CONiIRUCTED BEYOND THE FEW LINE EXCEPT FOR TEPJCEMENT PURPOSES. BROWN ON TYPDA SECTION A �m PLAN VIEW ENTRANCE NOTES 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TUNING REOUWEWITS OF AATICPATED HEAVY TRUE( ANNUAL ROADWAY ROPE TO PARABOLIC CURVE (INTRANCE ONLY) TRAFFIC THE DEPTH FDA SIDE•NALK S CUM RAMPS WTHIN TK LIMITSOF THE RADA SHOULD BE ACRE. 1° T'. 1.17 LO-tll EWCf Ev OR CAME PLOW HA C. p OPTIONAL. FLOW uE ® - - LINE R .D S. PANS IN.TUTE WHEN CONFELICTIcx OF A FLOW MNNWE ROMXAY ,gE _NOTE ]) THE ENTRANCE REAPED i] PRONOE FESTIVE ORAXAGE ACROSS THE GRACENACNNR£ ® - D WHE ]. THE DES AMID MAXIMUM ENTRANCE GRADE CHANGES WASTE ETO 0 iPBLERSE. TM4E°VKUS AR[ NEC LABIE STET CENICIII 'r MI 2D'Mr•uu FOR c°MERUAL ENTRAvcR INTERSECTION VOTES B. WHEN CC -II IS MEI FDA STREET CONNECTIONS. THE M CONSTRUCT CRAM CHANCES WITH \ PANARGEN CURVE, WIECTIDN MUST BE OESIGKD IN MCN DAMAD WITH NSNTO POLICY AND THE APPLICABLE REQUIREMENTS BE THE NEWS GN SECTION A - A SOdSTTAANDS AD A VIALUE REQUIREMENTS.STCpPHG 8. I!E MAY REMIND WARRING D A REMIND WARRING MUSEUM E AL ORNNPCE MUSEUM OF CUTTER TO B ADROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES MIAs ASS .'s. E SECTION C-C BERI MAXIMUM ex NOTE, ALLOWABLE ENTRANCE GRACE TABLE 6 NOT APUCMEE TO STEEL CONNECTIONS SP .H,XRI XVDOT REEEREHCE METHOD OF TREATMENT ROD AND BRIDGE STANDARDS NI(CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REv6on DDE SHEET + aF + VROMA CEPAWTMENT CF TRANSPORTATION!U]/IS 2GO 201E ROAD & BRIDGE STANDARDS CC-12 NOTE=OWPONENTS OF CURB RANDS CONSIST CT THE FOLLOWING:YMAALK CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SEEMS YARDED GENERAL NOTES: CURB WHEN REQUIRED GG-2 OR CG-3 M LINERS FEET) EETECWMLE WARNER SURFACE IMEA IN SQUARE YARDS' 1. THE DETEC IV E WAANNG SHALL HE PRONCED BY TRUNCATED AWES EACH OF PRE ABOVE ITEMS 15 A SEPARATE PAY ITEM MO SHOULD EC $UIMAGREO FaR EACH CURB CUT RMHP. 2. DETECTABLE WARNING SHALL RE FROM THE MATERIALS APPROVED ME i0R OFTMIAALF wARNING EFFACER. PRODUCTS MEET LITm SMALL MEET REQUIREMENTS DF THE SPECIAL PROV6AN FOR CG-12 DETECTABLE SmWAAR RMIP 12T ART 48.1 WARNING SURFACE AMID SMALL BE SUBI TO THE STANDARDS AND SPECIAL MEAN SECTION FOR APPROVAL. 3. SLOPING SEES OF CURB RAMP MAY BE FIGURED WNGL17HIMLY AM RAMP FLOOR OR BY USING PERMISSIBLE OONSTRWTIDM JOIM WITN REQUIRED BARS. 0 4. IF RAMP FLOOR IS PRECAST. HOLES MST BE PANDED FEAR DOWEL BARS SO THAT t"OHING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF IO'I MA% PRECAST RAP FLOM. PRECAST CONCRETE SMALL BE CLASS AN. TYPE A 5. RED UREO BARS NE TO BE M.5 X B- PLACED I CENTER TO CENTER ALONG SEES OF Mx[, MID DEPTH FLOOR. PERPENDICULAR BOTH RAW FLOOR, OF RAMP MINIMUM CONCRETE COVER PUT. S. CURB / CURB AND BUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED IN PAYMENT FOR LURE / CURB AND GUTTER. 5'MI1M T 10 AT LOCATED AS SHOWNTHE r13 HURTXE FXGN'FER TD HE AiNTERSELTI0H5 WHEREVERDIRECTED AM ACCESSIBLE DOIRE WITHIN THE MBMT OF WAY OF A NGHWAY FACILITYV 1 MACROSSES A ORB REGARDLESS OF WHETHER SDEWAN IS EXISTNMG, PROPOSED•OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTWAR CROSEWANSASSHOWNONPLANTSDAASOREDTEO BY LXE EHPNEER µ0 SWULD NOT TYPE BE QATTFII G=V VEBMLE SZ WL EXISTING LIGHT PACES.ENE HYCRNMTS DROP NLEiS ETC. RATES NNVIO A PARALLEL SUP RL AND TH 71NG RFL TBE AAPPRROANED. ACCESIMI ELEMEUNOBSTRUCTEDNTSEOF AA'F�LITY THAT6CAN ENTERED /�R•XK",!XBINN:R�'IN M1 NMO USER BY PEDESTRIANS. /NNNJa fly %�Nry E$�'�UVN S4TyyIy B. RAMPB AT BE PLACED BE RADIAL OR TANGENTIAL SECTDNS EAOI THAT R !i'�F`d THE CURB OPENING S PLACED WITHIN TIE LIMITS OF THE CROSSWALK ND THAT THE SLOE AT THE CONNECTION OF THE CUM OPENING IS T 12•I X PERPENXCULAR TO THE CURB. B. HIM X IN IA TYNCA CONCRETE SIDE E&K 6 4" TXKX. WHEN ME ENTRANCE RMICNODT ACCOMMODATE THE TURNING REIMBURSEMENTS OF MTIONATED HEAVY TRUCK TYN TRAFIC. MEER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC)FOR CONCRETE DEPTH. AT X . Y' NETHER iXAM T ME 01 PAVEMENT 10. BASE CURB RAPS ME USED N CONJIUMI WITH A SHAPED ME PATH ` AT XX . SAME AS TOP OF CURB THE MNIMN WIDTH SMALL BE THE WIDTH O TXE SHRED USE PATH. M. WHEN ONLY ONE WAS RAMP IS PRONGED FOR TWO CROSSINGS mummFO. TYPE C IA 4• V 4' LADBG AREA SHALL BE MOVED TO MANNE A WHEELCHAIR MO TIE CDOSEWAry DTHOUX GOING INiO THE TRAVELWAT. THIS Yx 4' PARALLEL CM PERPENDICULAR LENDING AREA MAY CWOE E BUTTER PM. A. ALL CASES WHERE CURB REAPS INTERSECT A RADIAL BECTON OF TRUNCATED DOME -2A' t-C CUD AT ENMANCES DR STREET COMECTDMS THE DETECTABLE ,-...� 'S WARNING SCREAMHAVE AFACTOR' RADIUS OR BE FIELD HAD AS RECOMMENDED BY THE MANUFACTURER TO MATCH p p p p p O THE BACK OF cwe. Moo 00 oDo oo 0 000a0 a 0 0 0 a o -( LNOHQ RNP 00000000D 0OF 0000 •a 000000000000000 IN D o o o o o o o D D o o o oo D o 0 o o 0 o o D o a 0000 X T 000000o DD000000 -N DETECTABLE WARNING , AT BACK OE "-14" VARIABLE FULL WIDTH OF qMP FLOCK $B: N0. 0 E BALIDAY LIMI15 DETECTABLE WARNING TRUNCATED DOME L INSTALLED ON A RADIUS DETAIL ABLE WARNING DETAIL OCIT ' CG-12 DETECTABLE WARNING SURFACE °c RDW M` STANDARDS SXEEI I OF B REV HON DATE (GENERAL NOTES) F!m 203.5 Ol/15 VIRBNW DEPARTMENT BE TRAMS'ORTADON (VARIABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4' CONC. DAYS OR STRONGER. \ 7 TPR \ \ .\ �\ .n\ .�\ \ • ��// 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE CHIPS NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN RILE. 2. CONCRETE TO BE CLASS AT IF CAST IN PLACE. O ♦G PSI IF PRECAST. J. LOMMNATDN CURB C GUTTER HAVING A RADIO OF SSHI ff FIND EET FOR SAS RADIALCOMBINATIONCO BINAATTIOLC'N CURB S GUTTER. 4. FOR WE WITH STABILIZED OKWORIDED MANAGE LAYER, THE BOTTOM OF TIE CURB 4 GUTTER g�L BE CONSTRUCTED PARAlEl TO T!E SLOPEOF SUBBFSE COWSEB NO TO TIE DEPTH OF THE PAVEMENT. B. A1aWALE CPTERM FOR THE USE OF OC-6 6 BASED ON ROADWAY MMS TIM AND DESIGN GNMNUAAPBE PENDIX WE ROAD SPEED AL IN TTN ON CS URBAN STADADS, D, b W,F W D F A W • IS W A IF �Fl H A GAFTHE CONTRACTOR REDSVENDS COMBINATION 6" CURB AND GUTTER ROAD AD aEDGE STANDARDS WM REVISION DATE SHEET 1 OF 1 W2 VAGINA DEPARTMENT OF TRANSPORTATION 1. METOMMAY BE PRECAST OR GATT IN PLACE 2. CONCRETE TO BE MASS A3 IF CAST IN PLACE. 4000 PS IF PRECAST. 3. CURB HAVING A RHOW OF SEE FEET OR LAS (ALONG FACE OF CUMI WILL SE PAD FOR AT RADIAL CURB. 4. THE DEPTH BE CURB MY BE REDUCED AS MUCH AS 3M (WDEPTH) OR INCREASED AS MUCH AS 3" MY DEPEND IN ORDER THAT THE BOTTOM OF MINE WILL CONCEDE WITH THE TOP OF A CASTES OF THE PAVEMENT SUBSTRUCTURE OTHERWISE TIE DEPTH 6 TO BE IB" AS SHOWN. NO NXDSYMENT N THE PACE BIO IS TO BE MADE FOR A DECREASE OR AN INCREASE N DEPTH. 5, CG-2 IS TO SHE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC-B AT SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MAIJAL. IN THE SECTION ON BB URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS SCOTT/R. CTLLINSZ Lic. No. 035791,E 06/07/21 z O I m Ln Ln z � O �H d F Z V Z W O O Z In o > rn � Ln � Ui ace W N A� 1 _ ZM M N M C) W� N N W W ZJ J_ > O J z2: U W ' W ul W Z LL_ /I- B' y J JI1J J C V OO O N lXXXXXXXXX `A<' z I --I V / O 0n n BE H� o Q o m O CHI o C � ` O E >-TO =L 0 C C O� 0 C ' ,.W v' n- Ez� J E1 5 Q oN � I o � t I J Lu /'�y W U 0 ^ TO / /1 n V 1 CE XXXXX W 0 I 1 � �I O °I C OE ^ zOE - / C' Ems. /V o Lu_Z I ^ w O w z ^ LL O O w , W d O ! a, zN I U 1 X a LL r ^ LU v J O I { F C l W tu E W U •: TED JOB NO. 202198 s' y SCALE O AS SHOWN o SHEET NO. n TU 12 to N L � F / J I lb I d` __--' — urne �under�R�R ;—_- i — tracks —456 T / X of //i ��% 2 ---—� 1 \ Oenteri�ne / /i &� - — i .ir e ti p to Tr4ok / /�� _ i a North b� d /// — — — ��° a / b _ OHE 47o I \ I <; So .MH , - \rock _ — � o V / o�crop - CM \ / / I2, o / / v �� v / I CV �i V� _ II ��r Go / LOT VU � \ V A \� AV — — o nizaw I �� / I / Q.12CMP I / co /� ki I � I I / 7— i on�H / LOT 58 LOT 56 N't.X. .... _ — --- — - -- -- — __ SCOTT R. 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