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HomeMy WebLinkAboutSDP201800035 Plan - Approved Final Site Plan and Comps. 2018-12-06GENERAL NOTES OWNERS: AVINITY ESTATES LLC 1 455 SECOND STREET SE, 5TH FLOOR 2 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 3A 455 SECOND STREET SE, SUITE 400 3B CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 4A 200 GARRETT ST, SU17E K 5 CHARLOTTESVILLE, VA 22902 TAX MAP NO.: 09100-00-00-016CO 09100-00-00-016EO 6 ZONE: PRD ZONE., PRD 7 DB 4,319 PG 247 DB 4571 PG 68 8 09100-00-00-016AO 09100-00-00-01400 9 ZONE: PRD ZONE. PRD 10 DB 4571 PG 88 DB 3472 PG 015 TOTAL PROJECT AREA: A VINI TY ES TA TES 09100-00-00-016CO — 2.472 AG 09100-00-00-016EO — 4.982 AC. 4.432 AC09100-00-00-016AO — 11.886 AC. TOTAL ZONING: PRD — PLANNED RESIDENTIAL DEVELOPMENT — ZMA 2013-016 NOTE:- SPECIAL EXCEPTION (VARIA770N) APPROVED BY THE BOARD OF SUPERVISORS (BOS) ON 3/712018. TOPOGRAPHY SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED AUGUST, 2013. TOPO FIELD VERIFIED IN JUNE 2017 DATUM: NAD 83 FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO407D & 51003CO426D DATED FEBRUARY 4, 2005. STORM WATER MGM T- STORMWA TER FOR AVINITY ESTATES WILL BE HANDLED BY A PROPOSED STORMWA7ER MANAGEMENT FACILITY JUST UPLAND OF THE EXISTING SWM POND. ADD17701VAL A VIN/ TY ESTA 7ES STORMWA TER WILL BE TREA TED BY A SECOND SWM FACILITY AT THE SOUTH OF THE SITE. SWM SHALL MEET ALL STATE REGULATIONS REQUIRED NTH THE DEVELOPMENT: FIRE & RESCUE. AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVENTION AT A MAXIMUM SPACING OF 500 FT PER TRA VEL WA Y. PROPOSED USES: SINGLE—FAMILY ATTACHED UNITS & TOWNHOUSE UNITS SINGLE FAMILY ATTACHED UNITS: 51 TOTAL UNITS (AVINITY ESTATES) TOWNHOUSE UNI IS. 51 TOTAL UNITS (AVINITY ESTATES) DENSITY- TOTAL NUMBER OF UNITS PROPOSED. 102 UNITS PROPOSED DENSITY 8.58 UNITS/ACRE MAXIMUM ALLOWABLE UNITS WITHIN AVINITY ESTATES: 102 UNITS MINIMUM ALLOWABLE UNITS WITHIN AVINITY ESTATES. • 60 UNITS SITE AMENITIES CLUBHOUSE,1PAWLION AREA (1,314 SF; 1,000 SF MIN) TOT LOT (4,000 SF MIN) DOG PARK (10,000 SF MIN) PASSIVE RECREATION AREA (6,000 SF MIN) AC77VE RECREA77ON AREA ('13,622 SF, • 11,500 SF MIN) RIGHT—OF— WA Y.• 2.27 ACRES OPEN SPA CE. 2.395 AC OPEN SPACE (A VINI TY I PLATTED) 3.303 AC OPEN SPACE (A WNI TY ES TA TES) 5.698 122.71 AC TOTAL AVINITY I & ESTA7ES = 25.1% NOTE- SEE OVERALL LAYOUT PLAN — SHEET 3 FOR OPEN SPACE AREAS) OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE AVINITY HOA. NOTE- THERE IS AN ADDITIONAL 0.058 ACRES OF OPEN SPACE THAT IS NOT COUNTED TOWARD THE OVERALL OPEN SPACE REQUIREMENTS FOR AVINITY. LOIS. • 6.255 ACRES SETBACKS: FRONT — 6' MIN (WITH VARIA77ON SUBMITTED TO THE COUNTY) MIN. 18' FROM FRONT OF GARAGE TO BACK OF SIDEWALK SIDE — 5' MIN REAR — 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO THE PROJECT BOUNDARY CLUBHOUSEAPAWLION — 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR SETBACKS SHALL INCLUDE A 1' ENCROACHMENT WITHIN THE MODIFIED FRONT YARD SETBACK AREA AND 4' REAR YARD SETBACK ENCROACHMENT WITH PORCHES, EAVES, AND 077-IER ARCHITECTURAL ELEMENTS OF THE HOMES. SETBACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT FOR ARCHITECTURAL ELEMENTS AND OVERHANDS, PROVIDED THAT 77 -IE ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPAR7MENT REQUIREMENTS WHEN BUILDING SEPARA77ON IS REDUCED FROM 10: SETBACKS WERE APPROVED WITH THE BUILDING MODIRCA7701V WAIVER REQUEST WITH ZMA 2013-016. BUILDING HEIGHT.- 35' MAXIMUM HEIGHT PARKING: EACH PROPOSED LOT SHALL PROVIDE OFF—STREET PARKING FOR TWO VEHICLES IN A MINIMUM 18' DEEP DRIVEWAY AND A GARAGEE, ADDITIONALLY, ROADWAYS SHALL ACCOMMODATE OVERFLOW PARKING ON—STREET WITH ON—STREET PARKING BUMPOUTS (30). TOTAL NUMBER OF UNITS: 102 UNI7S TOTAL NUMBER OF OFF—STREET PARKING SPACES PROVIDED: 102 UNI7S X 2 SPACES PER UNIT = 204 OFF—STREET PARKING SPACES TOTAL NUMBER OF ON—STREET PARKING SPACES.• 1) SPACE PER (4) UMTS REQUIRED: 26 ON—STREET SPACES REQUIRED TOTAL NUMBER OF ON—S7REET PARKING SPACES PROVIDED: 30 BUMPOUT SPACES AN ADDITIONAL (10) PARKING SPACES HAVE BEEN PROVIDED AT THE CLUBHOUSE PHASING: THE PROJECT MAY BE COMPLETED WITH A MAXIMUM OF 4 PHASES, AS SHOWN ON 774E ROAD PLANS (IN CONJUNCTION W7774 BLOCK PHASING) STREETS: CURB & GU77ER PRIVATE STREETS. THE ACCESS ROADWAY SHALL BE MAINTAINED BY T74E HOA. UTILITIES. • SITE SHALL BE SERVED BY PUBLIC WATER AND SEWER CONSTRUCTION TRAFFIC • ALL CONSTRUCTION TRAFFIC FOR 774E DEVELOPMENT OF AVINITY ESTATES SHALL ENTER THE SI7E FROM 77 -IE EXISTING DRIVEWAY AT ROUTE 20. DENSITY.• AVINITY L• 107 UNIT519.243 AC = 11.58 UNITSIAC AVINITY ESTATES. • 102 UNI TS111.886 AC = 8.58 UNITS/AC LANDSCAPING: ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS ALL TREES SHALL BE OUTSIDE OF THE ROW WITHIN A 6' WDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STREET TREES SHALL BE MAINTAINED BY THE HOA. LIGHTING: NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. UNITS SHALL HAVE PORCH LIGHTS AND/OR POST LIGHTS THAT WILL EMIT LIGHT THAT 1S LESS THAN 3000 LUMENS EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE 1N177AL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN77AL DISTRICTS AND AWAY FROM ADJACENT ROADS THE SPILLOVER OF LIGH771VG FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY /N RESIDEN77AL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE—HALF FOOTCANDLE. TRAFFIC GENERA 770N. TRIP GEIVERA7701V BASED ON 17E TRIP GENERA77ON MANUAL (87H EDI770N) 51 SINGLE FAMILY UNITS (CODE 210) 488 VPD (244 EN7E-R1244:EXIT) AM PEAK: 38 VPH (10 EN7ER128 EXIT) PM PEAK. 52 VPH (32 _ENTER/20 EXIT) 51 TOWNHQME UNITS (CODE 230) 296 VPD (148 EN7ER/148 EXIT) AM PEAK: 22 VPH (4 EN7ER118 EXIT) PM PEA K: 27 VPH (18 EN7ER19 EXIT) TRASH: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLEC77ON SERVICES RESERVOIR WA 7E'RSHED: MOORE'S CREEK WATERSHED AGRICULTURAL—FORESTAL: NONE I AVINITY I AVINITY ESTATES FINAL SITE PLAN SDP2018-00035 SCOTfSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA LL' j t I f 0 0 y l I L I— rj I I L - MOFFAT STREET VAR "M RWATE W M 0, AF/" . k r rf SHEET LAYOUT SCALE: 1" = 100' J l f 1' PROPOSED IMPERVIOUS AREA: NO7FS 1) 77 -IIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. BUILDINGS: 165,200 SF ROADS AND PARKING: 47,225 SF 2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO40,-7D & 5100JC0426D ADOPTED FEBRUARY DRI VEWA YS: 36,720 SF 4, 2005. SIDEWALKS.- 19,230 SF TOTAL IMPERVIOUS AREA: 268,375 SF (6.16 ACRES) 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.2(b)l (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. PLACES OF BURIAL: NONE 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY RETAINING WALL: ALL WALLS AS SHOWN ON THIS PLAN STANDARDS SHEET AND THE GRADING PLAN SHEET. 6) NOTE. PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE EASEMENTS SHALL BE ESTABLISHED AND AFFORDABLE UNITS. • CASH IN LIEU OF AFFORDABLE UNITS WILL BE PLATTED IN CONJUNC77ON WI774 THE FINAL SITE PLAN. PROVIDED (157*): 0.15 X 102 UNITS = 7) ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THEN ENTRANCE CORRIDOR (ROUTE 20). ALL MECHANICAL EQUIPMENT SHALL BE CASH FOR 16 UNITS REQUIRED SCREENED FROM THE ENTRANCE CORRIDOR BY FENCING ANDIOR BUILDINGS TO PREVENT 774E VISIBILITY OF THE UNITS FROM ROUTE 20. 15 J Tom sou7tFERN raliFcwar MRL CREEK LAKE REYNOVIA Q / MILL CREEK souFH P pSE 64 F TEDMOW VIRGFWA COMMUNM CQUEGE MOMICELLO NIGH SCHoot ' ELEMENTARY SCHOOL VICINITY MAP SCALE: 1" = 3000' ACSA PLAN SHEET LIST rl r- 1 COVER SHEET AVINITY ESTATES FINAL SITE PLAN SDP2018-00035 SCOTfSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA LL' j t I f 0 0 y l I L I— rj I I L - MOFFAT STREET VAR "M RWATE W M 0, AF/" . k r rf SHEET LAYOUT SCALE: 1" = 100' J l f 1' PROPOSED IMPERVIOUS AREA: NO7FS 1) 77 -IIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. BUILDINGS: 165,200 SF ROADS AND PARKING: 47,225 SF 2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO40,-7D & 5100JC0426D ADOPTED FEBRUARY DRI VEWA YS: 36,720 SF 4, 2005. SIDEWALKS.- 19,230 SF TOTAL IMPERVIOUS AREA: 268,375 SF (6.16 ACRES) 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.2(b)l (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE. PLACES OF BURIAL: NONE 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY RETAINING WALL: ALL WALLS AS SHOWN ON THIS PLAN STANDARDS SHEET AND THE GRADING PLAN SHEET. 6) NOTE. PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE EASEMENTS SHALL BE ESTABLISHED AND AFFORDABLE UNITS. • CASH IN LIEU OF AFFORDABLE UNITS WILL BE PLATTED IN CONJUNC77ON WI774 THE FINAL SITE PLAN. PROVIDED (157*): 0.15 X 102 UNITS = 7) ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THEN ENTRANCE CORRIDOR (ROUTE 20). ALL MECHANICAL EQUIPMENT SHALL BE CASH FOR 16 UNITS REQUIRED SCREENED FROM THE ENTRANCE CORRIDOR BY FENCING ANDIOR BUILDINGS TO PREVENT 774E VISIBILITY OF THE UNITS FROM ROUTE 20. 15 J Tom sou7tFERN raliFcwar MRL CREEK LAKE REYNOVIA Q / MILL CREEK souFH P pSE 64 F TEDMOW VIRGFWA COMMUNM CQUEGE MOMICELLO NIGH SCHoot ' ELEMENTARY SCHOOL VICINITY MAP SCALE: 1" = 3000' ACSA PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 OVERALL LAYOUT AND OPEN SPACE EXHIBIT 3A LAYOUT PLAN 3B LAYOUT PLAN 4 UTILITY PLAN 4A UTILITY PLAN 5 GRADING PLAN 5A GRADING PLAN 6 TRAFFIC, NOTES, & DETAILS 7 LANDSCAPING PLAN 8 LANDSCAPING PLAN 9 LANDSCAPING DETAILS 10 PROFFERS & SPECIAL EXCEPTION (VARIATION) 11 ARB - SITE CROSS SECTIONS TOTAL 15 PAGES TOTAL Avinity II Range of Residential Uses Rezoning Allowable Uses Proposed Uses Block Townhome min -max) Single Family Attached/Detached min -max) Proposed Townhouse Units Proposed Single Family Attached/Detache A 0-20 0-9 12 5 B 0-30 0-15 15 8 C 0-30 0-15 14 13 D 0-34 12-32 10 25 TOTAL 0-122 12-71 51 51 TOTAL UNITS: 102 1) Within Avinity I, a 24 unit condo building is proposed to be eliminated and in its place, a maximum of (8) townhouse units are proposed. 2) The overall density (number of units) forAvinity I shall decrease from 124 units to 106-108 units with the approval of this rezoning. The original proposed condominium buildingshall be replaced with (6) - (8) townhouse units. 3) The proposed minimum number of units within Avinity II shall be 60 units with a maximum number of 102 units. The density shall range between 5 DU/AC and 10 DU/AC. LEGEND ROADS EAR774 DITCH DEPARTMENT OF COMMUNITY DEVELOPMENT EXIS77NG CULVERT CUL VERT t DS DROP INLET & STRUCTURE NO. t CURB T CURB & GUTTER oo ---- PROPOSED PAVEMENT 2oa EC -3A DITCH 6" DEPTH OF EC -3A DITCH EC -2 DITCH 6- dd DEPTH OF EC -2 DITCH APPROVALS EAR774 DITCH DEPARTMENT OF COMMUNITY DEVELOPMENT DRI VE WA Y CUL VERT BENCH MARK t DS INSPECTIONS t CLEARING LIMITS T VDOT STANDARD STOP SIGN oo ---- EXIS77NG CONTOUR 2oa PROPOSED CONTOUR 240,55 PROPOSED SPOT ELEVA 77ON TBC DENOTES TOPI LACK OF CURB TIB DENOTES TOP OF BOX APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNEPUZONING '` b i ENCTINEER t DS INSPECTIONS t ARB E! iaJ DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION I HEALTH DEPARTMENT H lop; SC T COLLINSZ C No 35791 = o S"SIGNAL v a o F UZ 1 (A liw C) a 0 m d N Z R LU Imo`' M Z 0 Z LL OD 00 OD co 00 LU F 1 t T tv ti A M QT-,- / I 11 11 1-.1 zz i-,-/ - -_ ,- " I " I I ", 1-1 ., I - I , I If II 11 "" - .1- --- " 1. 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I I , I , J ,IiI, I I I , \ I -0 I I -_-,I - ... --- I - I , - 71 I I'll., 11 . I .. 1.11 . 1.11.11.1 . I 11.1-1 , ,; a )Q f. - - , IvN7 _,__, _,,,,,- . I . I -- I - I - E-T 4V2.021 1-1--.11 .... ... - - I I I I , I . k 11 I 11 N , 'I, I " . I I 11 I 1-1 - _/_ I , 11 I 11., mp I I L: 7"" . , ( I \ , ": ) G I I i , il -.-,. 1, 2. TOPOGRAPHY & BOUNDARY INFORMATION PROVIDED BY ROUDABUSH GALE & I a- I Ln .2 k / ] VROW t a . # IF I I 3 0 Q) N 2 ___-r7--- r-7777.77_-. ---7-,-- —Ill 10 vla 0 I I Itr k I / " I ? 0 > 1: 1,-_:-- .. . _______ . " 1111.0. I I , e k - I ', I _`' I " L , 10 / I JOB NO. i . ",, I ) , , , , .. " I , " I j FIROP,vsw -- I . I ... '_. -7, -V,t-A -i jI,)4-W , W, 101 I- . . " " t .1 -- .ml, . _: _17 .. I I - 1, I _ ""'! I .— 7' " , , . _ -11 I/ I I I` %.- - I/ 0/9-- ''. - .- -_- W - - — - _, i:________ .,,.: .. 1,; . I - I 11 - , -, i - 4-1, I / '! 7 i 490. 3" ASSOCIATES. THE TOPOGRAPHY HAS BEEN FIELD VERIFIED IN JUNE, 2014. 1 . . - I- " , . 1. 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'h f, + •\' . ar, lit I +' J„°°'w - •-.,. ? , t I ' : - ' _.:i --L ,3[P .\,°" "', '', .°', f y LOT 107 d ' Y•••s`--"x' Y 1 . i AWjy-t L?OP( 3p PRtvnTE R,W - q' <, i , for , ».J:ri _ "' _ --• as L.oa tI a r o _ r I' 61 J1 rr Ir i Lo 7 Lor 1 1 ! a4 Lair j Lor "i `r . 1 v s ss car 1_ h t - P' - "". f 8ti lO'i J Y I j id yw i` t, tl` Cr ti 4 i7m' 1 tt1j u ( far' L ! ii ..--.:L.-.-...!,- I' u` r- '=;2?.ta. k + i 77`, r r ".... w,:,.. j80 Lar ar1 _G r jl 3P 7 11 LOT iOT t ne, l rs L ,.. a r y jj1 f yI-- ad I II t i 1 i 1 l 1 1 II I OPEN SPACE 0.1174 ACRES OPEN SPACE CALCULATIONS: TOTAL OPEN SPACE REQUIRED: 25% TOTAL ACREAGE AVINITY I: 11.199 ACRES AVINITY 11: 11.511 ACRES TOTAL ACREAGE OF AVINITY DEVELOPMENT = 22.71 ACRES TOTAL OPEN SPACE REQUIRED (25% x 22.71 ACRES): 5.678 ACRES AVINITY I OPEN SPACE (RECORDED PLATS): 2.395 ACRES AVINITY II OPEN SPACE (PROPOSED): 3.363 ACRES TOTAL PROPOSED OPEN SPACE: 5.698' ACRES (25.1 %) NOTE: THERE IS AN ADDITIONAL 0.058 ACRES OF OPEN SPACE IN AVINITY II THAT IS NOT COUNTED TOWARD THE OVERALL OPEN SPACE REQUIREMENT. DEG 1 it/AR. YV'U HPRI%iA IIl LOT61 y it l '> z SCOTT R: C'OLLINSZCD T No. 35701 OMAL GRAPHIC SCALE z LOr p 00 0 30 60 120 240 I IN FEET ) I I inch 60 ft_ LOT2 Z 0 Cn LOTS j Lu LL. 0 f Ir W 104 LorB ! :.. JI I H I I fr I LOT 7 j t1 J'' W w 09„a Y 3 ,.a a s r LOT Lu 8 f II 1q4' 1 tors wig I C 0'1 w Lor p0 It ? 1 f LOT 11 I E I LOT 12 y LOT 13 3' IIl LOT61 y it l '> z SCOTT R: C'OLLINSZCD T No. 35701 OMAL GRAPHIC SCALE 00 0 30 60 120 240 I IN FEET ) I I inch 60 ft_ Z 0 LuI Cn Lu LL. 0 0CIO W 104 UJ H I W w 09„a Y 3 ,.a a s ra b h M kr Lu Ce r - i d f r r d f0 tin u cu*00 ` (E) PAVED TURN LANE ON ROUTE 20 2. TOT LOT BY SITE CONCEPTS - MIRACLE RECREATION w '— — ROAD ACCESS AND FOR CONSTRUCTION VEHICLES s CONTACT MR. GEORGE NOVEY AT (434) 823-2745 z Lu MAINTENANCE AGREEMENT SHALL BE REMOVED UPON FOR EQUIPMENT INFORMATION 3. UNITS SHALL HAVE A PORCH OR CONC. STOOP THAT U) DB. 795 PG•437 CONSTRUCTION COMPLETION r t WILL EXTEND A MINIMUM OF T PAST THE GARAGES. U) r' pp_y I• 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM t k I THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. w THE ACCESS ROADWAY WILL BE - BY THE HOA r 5. A PUBLIC USE ACCESS EASEMENT SHALL BE U)MAINTAINED PLATTED ACROSS THE PRIVATE STREETS WITHIN l' j AVINITY ESTATES AND THE EXISTING AVINITY DEVELOPMENT TO AVON STREET EXTENDED. THE PUBLIC USE ACCESS EASEMENT IS PART OF THE COUNTY T-~ U PLATTING UNDER THE ALBEMARLE 7 PROJECT NUMBER: SUB2018-00142. PROPOSED REMOVABLE STEEL BOLLARD , -- \ 40 c- COMPATIBLE WITH KNOX BOX LOC` CNG SYSTEM FOR FIRE & RESCUE 'R \. O o' FROM EDGE OF ROADWAY) - 45 F 0 AIf+C.7 UMlVGVVAT 0I7IALL tit '1L' VVIUt: t-KUM S IA. w 16+50 TO STA. 18+50 AND FROM STA. 21+50 TO STA. I-- 22+00 ONLY U Tj Tl t r tw J ROADWAY(SDP201500026) fir+ turf" 16+09 2' WIDE CURB CUT WITH 8' LONG FLANKING 4:•. PROPOSED CG -12 \ - ` ; x 10' \ SIDEWALK TRANSITIONS ON EITHER SIDE FOR EASY PROPOSED CG -12 \ °,° fA. fTYP' PEDESTRIAN TRANSITION. CURB OPENING TO ALLOW THE FIRST FLUSH TO DRAIN TO THE10#0p ' s 1 P.T- ppB '' !° l PROPOSED OFFLINE FILTERRA BIOSCAPE VAULT, STR. 8 - f 22 SHALL SE RVE AS THE y. BYPASS INLET FOR LARGERoaoN4PARKING SIGN STORMS SEE SWM PLAN FOR ADDITIONAL DETAILS p Z;TH 077 I SCOTT R. COLLINS U Into, 35791 2Q L J L i K C Q z f L r r yry V! c - co t r t V) JJ r' pp_y I• t k I W Z;TH 077 I SCOTT R. COLLINS U Into, 35791 4 2Q L J L i K C En WLi 2'-C e z Q L ly r yry V! c - co t V) JJ pp_y I• k L W 4 iNMI G,. 17.12 AG. f L o LQ7-IO2 c' - YOT2i _ LANDSCAPING' f S RONTIh' ARDCD 1N o s1' ....k_ 1 - - T, SE BACK; 1` s - L Mfr+ t £h°arm e , f .% f ,' r ' f ,f - K - Lu LQ7' 63 d 1 + _ -- LOr !U1`- ` - T 59 p PRO OSED C -12 cc CU 11 __(; t t cv +,'"- 10' REA SETBACK t i Q _- 71 ' LU 1 !- ' PRO OSED CG `'12 I S C 1 A J Ct! x (TYP) t 'P x'71' lJ.h }.. 1 . z LL LO,; 64 l -- SED G-12 trl ;, - 1cvPLQ3OOSEDC -12 c i }-= 9- i t-• 4 y - _. _.. k, 10' REAR SETBACK—, - - ! I + ' co N m > 71 a) i L OT 5$ it Lu 90, 20,' c Ct E20' LO j 66 f 1 N ROPOSED 8' WOODEN FEN E TO B INSTALLED 10 FROM THE7E1 - i` , N _ Y - I, - L Z L JS t d (, OT9 - - s1' d tOUNDARY LINE OF THE FPA SIGMA PROPERTY. PROPOSED ;" b ND ? - -- _ --- t---- ? E)cv F C i OT 4 G ' _ N S -, ,_, r ! SCREENING CONST TS OF AESTAGG B •LINE OF DECIDUOUS ND 1 P APIIV LQ'T 66 jj - ' 7?' 27' LOT 57 d CONC./BRICK + -- 5, 1 - (P j j Z' , 9 EVERGREEN TREEb,,EE LANDSCAPING PLN. SEE DETAtt T SHEET PATIO (TYP.) j 1 1 1 FOR THE WOODEN PRIVACY FENCE - 90, l 'II ( t 71 LOTO8 ?. - '3 Ll n .. . r SCALET5ON J7 J; L i +? O 80 1 f 'I 1 OMMON OPEN SPA E ,, „ U + - _ f CONG.IBRICKEoJ1 _ c*3d4 t- (p) ' TIES TO BE O NEF N _ r - _ ---_ $$' - - PATIO (TYP.). 1 NO P IN EQj - i T iO r(0, )I d N LOT % 1 1 Y QFi AC I ` i - ' ---- - - SIGN TYP}+ I cv PRnPnCFR ll/iR Uilt'lTN t'1PFNI CPd('.G RRTWf=GN ` -- "` `" ,..wv--,.•.,.... . L _ ti t- ' 71 ' O LQ r7' S , ri o `i 1r - NOTE: 37' IGHT OF WAY -! 1-09, 76 i ! v --~ - - 1 71 1?o op SCOTT R. COLLINS U No. 35791 ONIL 0M u L z Lu s cn s 1?o op SCOTT R. COLLINS U No. 35791 ONIL SCREENED FROM THE ENTRANCE CORRIDOR BY +) FENCING AND BUILDINGS TO PREVENT THELuVISIBILITYOFTHEUNITSFROMROUTE20. SHALL E END TO THE r I f _ PROPER LINE FORA I Im - ss' _ +? - -- LOT 50 --t- ` P 1 t- ' Arm P IBL - NI' -- LOT $ -= _ _ - , OSS t 4 - ti j 7' cV ' t INTERCO NE TIC?N WITH + + - LOi 77 " I t ' i THE FLIT RE DEVELOPMENT -'' LOT 12 I - - j ')`" I + `\ I. co v ! ' ! N I - - I - --f _ PROPOSED 10 REAR . 1 VF IT 484.8 ' OF THE ARCEL TO THE c 1' -- - IJ so' SETBACK (TYP.) PROPOSED 8 WOODEN FENCE TO BE INSTALLED 6 FROM THE NOTE: IN ADDITI TO- -THE -3 tt ; WEST T P90 -35B '! I,' It:- -. I ° ---- -~ - __._ x . - , i t - P -- I ` ' i' L©T " -- I' I - I BOUNDARY LINE OF THE KAPPA SIGMA PROPER PROPOSED BOARD FARM FENCE, THE FINAL P r G I , N LOT 49 SCREENING CONSISTS OF A STAGGERED LINE O DECIDUOUS AND DESIGN OF THIS AREA, s, of T- - I EVERGREEN TREES, SEE LANDSCAPING PLAN. E DETAIL THIS SHEET INCLUDJNG_LANDSCAPNG Y "` N ENCR04GH MORE THANE----- ur o-R a, _ lo' 8' 1 i FOR THE WOODEN PRIVACY FENCE - M- . tSESIGN, SHALL CCSIFORM WITH' - z O-7! 7 - ~' PROPOSED PHIASE : PROPOSED HVAC __,_, I8SETBACKCrP.} `, U, w11LOT1$ Icy: R3 .. I. --- ( ) ARB REQUIREMENTS AND CONC./BRICK COMMON I r - - -- -- - _ I `/ _ _ LINE TYP. --- UNIT (TYP.) L''!+I zao1 „? _ _ --- s9 a r--' tP) % - -- _ _ - _ - - REGULATIONS FOR ENTRANCE ez f zw - - ? CONC./BRICK — u, h PATIO (TYP.} OPEN SPACE cn NO KING i N --- 89 _ - ` CORRIDOR REVIEW. 0 174 AC - t- - SIGN (TYP) - - _ - PATIO (TYP.) W a v t. CxN , c i' __---- taro, I + + ! / r , a II 5LOTfi ,:. m. ., ».:,. m :. ° :`: LO i I I r. µ : . ss 4 32 20 I s; I - 1 - x C° , OVAB E SECTION OF 3BOAR - ss rel (P) a -- _._. _ --- - - - _ N`, a ! x HVAC UNIT - - -- r , -- 1 ` NOPARKING / - -- - - r -- - FENCING WHERE SANITARY SEWE14 7' r - - N (lYP) 22 28 _ -- 217 r , a I , SIGN (TYP) E iO i EASEMENT MEETS FENCELINE332222 {) N -_-- Imo! T I --- --- ---- - - - - ----- -- '- - -!---- - ------ --'- -- -- r l !' E I I - - - `fig NO PARKING LOT 80 ILO 5 I ! tP) I j r - ; anL-._. --- -, I Q i I I HVA NIT I \ .! ` f SIGN ) I - =" - - - - - - O% 1 I -1- 8 5. 11ff69 ! C U , j !. I tD (TYP) ! \.( P) / . >% / e / ' j > - o Ell - - - -- - - - - ( i - __ _ 69 __ C7 r - ( //rI % j - x O i! HVAC UNIT \ F R7?\\ L, c cv I ! - - - _ N LOT 46 (nP) + - \ o LO LOT 19 LOT 18 ! LOT 17 QQ - I -- _ N I! ;LOT 48 LOT 47 LOT 45 ' / -'' { \' \ /j ui ' T 20 LOT 15 LOT 14 - - i, I LOT 44 L0743 . .. \ _ LOT 1fi N LC) 81 NZ LO7. I CjLOT 42 z I + V1 - a I a I `` \' R DTH \\ 6 `< I ! \ I l \ , I I P 6; I, i I \ , I! 89' --- ! 1'YP. ! I ! SWM AC ESS & % _ I I; P . POS D G. 1' ). Cl ,` LOTA3 MAINTENANCE I P. PR POSED G 12 l - -- ----- i 6xI - f E EASEMENTJ , P, - I ROPOSE 5 li - STOP I } ' ( ) L T $2 ! §I ch 3 PROPOSED Cl -12 I / O - P 2- 6 HIGH EA LE; BAY it ETBACK DIAMOND PRO EGENTER ' Ll ETLj- I Ll Z RETAININ ` W LLS'- COLOR: v0. . o D_ I ' 41PROSDG 12 _ A JO C AM J E r : a. P 5 5 4 _ RIVEvP ., r. A tSQl . . Sx. D ! RE , 3 F 40 lm"P O S CG / P; SIGN 1 f / t 2$ cn 8 2 2TYR / / / / 2 c4 - - _ _( 15 14 l/ f i i' n. j,0.• _ W7 S \1, 0 J _ 32 33 17 13' 13 32' J Ti9" ;%'jh f (E) OVERHEAD ' tL t7 ' - =-- -% z i% Q --- ;, , POWERLINt- f --- 11 00 _ -r 12 00 13+00 - -- / /„ \ ` COMM0N / / / ! - i,. 0 14+Op 1 \ r ' & 20 ESM'i ! o r2 - - _ '17+04 ,...° \ OPEN SPACE ' ' r MOFFAT STREET c asps Ac. / U NO PARKING U U , - I - NPO PARKING — - _. 15+00 16+00 /, Y / ( 1 7 / / L V SIGN (ul Lu TYP}`,: 10+00 fr`J SIGN (TYP} 1 4'/' / r( rr l $ r VAR. PRIVATE R/ W) / W R WIDTH ,! v° .' ', , w 3 i r iCF` I 1Zt r a l 1 13 1 ! 3 1 l r xir1 k! r 37 2 ix 711 2 o e . o , a I A ; a. A PR POSE PORCHEXTENDS PARKING r- -- ----- ----- ------ ----- _---- - - 232 r 3PASTGARAGE -_SIGNtP) PROPOSE[ r i F—i wv TYP.) 1 _r( IYP.) I 12 15r 15 LL 0__ - - h C., j if_ I ' l 'I ! II ! I - - -- - I - -- - '`'. o r 37' II' - 1 \-8 FRO,+IT Y 'RD SETS , CK ( PROPOSED 10' SWM ACCESSi ` CGESJj6LANCSA IN MT]. I v . 0 LOT 25 LOT 26 _ ROADGRAVEL, - LOT 22 LOT O I LOT 24 w, ! -- U LOT 21 I _ ! w LOT 27 LOT 28 LOT 29 I -- I EMBED ED INTO SOIROA(FCRp''' LOT 30 LOT 31 LOT 32 LOT 33 I I r O G I \ LOT 34 LOT 35 LOT 3fi LOT 37 LOT 38 I STABILITY) WITH ER {F ; / i - i ! LOT 39 LOT 40 LOT 41 ) ' 1 TOPSOIL (MAX. SL PE=2O%} 1! Lu }, P} ROPOSED 5' DE it ( P) CONC./BRICK ( / r , N` (. a I - - _- HVAC UNIT II ETBACK (TYP. j! HVAC UNIT ! PROPOSED I I - -- -- - - ; _ (TYP) - - - - = I - - - - - - ! ! tnP} PATIO (TYP.) \ I3 BOARD FARM ._ 0! I - - - : I ! I - -- - - I J I FENCE TOPROVIDE VO , i' r I - - L I ) ---- ----J - - - T`_ r - - - -- - ----=I I - - - - - - ---- - - - cc SCREENINGOR,HE / j L- - -- -- - - . - -- - ---- - --- - - - --- - - --- - - - - -- - - - - - - - - J L-- - --L - - j {{ ( _ -- ---_i f DEVELOPMENT - SEE DET c 2" - -2T - _ 3$'-- 3$'_ - - - - - - - - 38- - - - - 32- - - - 37' - - I - - -38 - - -32' - - 32' - \ -313 I ---- 37~ 2_) i3" -t ( ' If SHEET 3A F R FENGC- . ; 0.C? 2, R ' I - I COMMON OPEN SPACE 0.021 AC. rw ROPO D-VAR....L.."PE-NSPACE BEAN€ LOTS AND THE PROPERTY LINE FOR PROPOSED SCREENING. OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. SEE THE LANDSCAPING PLAN FOR THE PRO POSED- SCREENNG. - - - - - - CONC./BRICK \\ - PROPOSED 10' REAR 6' PROPOSED PROPOSED SCREENING TO BE OF INSTALLED STAGGERED PROPERTY P) 4' HIGH DIAMONDPRO , PATIO (TYP.) SETBACK ( TYP.) - DECIDUOUS AND EVERGREEN TREES, SEE LANDSCAPING PLAN. SEE SEGMENTED RETAINING i IN PR© PµTy ` EIA - O 1 R. WIi7THPEN SP CE°B WALLAEi"WE`ENR...,._-....- ._...-.. s ,... _. -. _ ... .. E..D.E .AIL..... -COLOR: BLUE RIDGENOTE: BER L T 7 T O CONTINIlESS OUTH PROPERTY LINE FORA 'E3ETAtL EtN 3A'F4F'T-FIE--PR VACY-E.GatC .... EBGE RESTS _RIGH _ F .WAY t _ - S#iE ET LOTS -,...._,.-,._-...._ X03 iBLE INTERCO -GT.tO+WIT-H THE-FUTUNE- iEVELC3PK4ENT-ICW"T -PARCEL `°Ti-1E-------,.. .. AND TtiE PROPERTY LINE FOR n..-...... _. m_. j/C SOUTH ` PROPOSED R 1 V ,L_: f ; SHALL BE OWNED AND MAINTAINED BY THE HOA. SEE THE LANDSCAPING PLANs5 FOR THE PROPOSED SCREEN_IN_G. 0 7 u L z Lu cn s U Z C CD W W Z o z 0 EA A C E U U y' zS OB NO. N j' i_ 3 e 4J WLi D9 233 v7 O o ce. t ' i c SCREENED FROM THE ENTRANCE CORRIDOR BY +) FENCING AND BUILDINGS TO PREVENT THELuVISIBILITYOFTHEUNITSFROMROUTE20. SHALL E END TO THE r I f _ PROPER LINE FORA I Im - ss' _ +? - -- LOT 50 --t- ` P 1 t- ' Arm P IBL - NI' -- LOT $ -= _ _ - , OSS t 4 - ti j 7' cV ' t INTERCO NE TIC?N WITH + + - LOi 77 " I t ' i THE FLIT RE DEVELOPMENT -'' LOT 12 I - - j ')`" I + `\ I. co v ! ' ! N I - - I - --f _ PROPOSED 10 REAR . 1 VF IT 484.8 ' OF THE ARCEL TO THE c 1' -- - IJ so' SETBACK (TYP.) PROPOSED 8 WOODEN FENCE TO BE INSTALLED 6 FROM THE NOTE: IN ADDITI TO- -THE -3 tt ; WEST T P90 -35B '! I,' It:- -. I ° ---- -~ - __._ x . - , i t - P -- I ` ' i' L©T " -- I' I - I BOUNDARY LINE OF THE KAPPA SIGMA PROPER PROPOSED BOARD FARM FENCE, THE FINAL P r G I , N LOT 49 SCREENING CONSISTS OF A STAGGERED LINE O DECIDUOUS AND DESIGN OF THIS AREA, s, of T- - I EVERGREEN TREES, SEE LANDSCAPING PLAN. E DETAIL THIS SHEET INCLUDJNG_LANDSCAPNG Y "` N ENCR04GH MORE THANE----- ur o-R a, _ lo' 8' 1 i FOR THE WOODEN PRIVACY FENCE - M- . tSESIGN, SHALL CCSIFORM WITH' - z O-7! 7 - ~' PROPOSED PHIASE : PROPOSED HVAC __,_, I8SETBACKCrP.} `, U, w11LOT1$ Icy: R3 .. I. --- ( ) ARB REQUIREMENTS AND CONC./BRICK COMMON I r - - -- -- - _ I `/ _ _ LINE TYP. --- UNIT (TYP.) L''!+I zao1 „? _ _ --- s9 a r--' tP) % - -- _ _ - _ - - REGULATIONS FOR ENTRANCE ez f zw - - ? CONC./BRICK — u, h PATIO (TYP.} OPEN SPACE cn NO KING i N --- 89 _ - ` CORRIDOR REVIEW. 0 174 AC - t- - SIGN (TYP) - - _ - PATIO (TYP.) W a v t. CxN , c i' __---- taro, I + + ! / r , a II 5LOTfi ,:. m. ., ».:,. m :. ° :`: LO i I I r. µ : . ss 4 32 20 I s; I - 1 - x C° , OVAB E SECTION OF 3BOAR - ss rel (P) a -- _._. _ --- - - - _ N`, a ! x HVAC UNIT - - -- r , -- 1 ` NOPARKING / - -- - - r -- - FENCING WHERE SANITARY SEWE14 7' r - - N (lYP) 22 28 _ -- 217 r , a I , SIGN (TYP) E iO i EASEMENT MEETS FENCELINE332222 {) N -_-- Imo! T I --- --- ---- - - - - ----- -- '- - -!---- - ------ --'- -- -- r l !' E I I - - - `fig NO PARKING LOT 80 ILO 5 I ! tP) I j r - ; anL-._. --- -, I Q i I I HVA NIT I \ .! ` f SIGN ) I - =" - - - - - - O% 1 I -1- 8 5. 11ff69 ! C U , j !. I tD (TYP) ! \.( P) / . >% / e / ' j > - o Ell - - - -- - - - - ( i - __ _ 69 __ C7 r - ( //rI % j - x O i! HVAC UNIT \ F R7?\\ L, c cv I ! - - - _ N LOT 46 (nP) + - \ o LO LOT 19 LOT 18 ! LOT 17 QQ - I -- _ N I! ;LOT 48 LOT 47 LOT 45 ' / -'' { \' \ /j ui ' T 20 LOT 15 LOT 14 - - i, I LOT 44 L0743 . .. \ _ LOT 1fi N LC) 81 NZ LO7. I CjLOT 42 z I + V1 - a I a I `` \' R DTH \\ 6 `< I ! \ I l \ , I I P 6; I, i I \ , I! 89' --- ! 1'YP. ! I ! SWM AC ESS & % _ I I; P . POS D G. 1' ). Cl ,` LOTA3 MAINTENANCE I P. PR POSED G 12 l - -- ----- i 6xI - f E EASEMENTJ , P, - I ROPOSE 5 li - STOP I } ' ( ) L T $2 ! §I ch 3 PROPOSED Cl -12 I / O - P 2- 6 HIGH EA LE; BAY it ETBACK DIAMOND PRO EGENTER ' Ll ETLj- I Ll Z RETAININ ` W LLS'- COLOR: v0. . o D_ I ' 41PROSDG 12 _ A JO C AM J E r : a. P 5 5 4 _ RIVEvP ., r. A tSQl . . Sx. D ! RE , 3 F 40 lm"P O S CG / P; SIGN 1 f / t 2$ cn 8 2 2TYR / / / / 2 c4 - - _ _( 15 14 l/ f i i' n. j,0.• _ W7 S \1, 0 J _ 32 33 17 13' 13 32' J Ti9" ;%'jh f (E) OVERHEAD ' tL t7 ' - =-- -% z i% Q --- ;, , POWERLINt- f --- 11 00 _ -r 12 00 13+00 - -- / /„ \ ` COMM0N / / / ! - i,. 0 14+Op 1 \ r ' & 20 ESM'i ! o r2 - - _ '17+04 ,...° \ OPEN SPACE ' ' r MOFFAT STREET c asps Ac. / U NO PARKING U U , - I - NPO PARKING — - _. 15+00 16+00 /, Y / ( 1 7 / / L V SIGN (ul Lu TYP}`,: 10+00 fr`J SIGN (TYP} 1 4'/' / r( rr l $ r VAR. PRIVATE R/ W) / W R WIDTH ,! v° .' ', , w 3 i r iCF` I 1Zt r a l 1 13 1 ! 3 1 l r xir1 k! r 37 2 ix 711 2 o e . o , a I A ; a. A PR POSE PORCHEXTENDS PARKING r- -- ----- ----- ------ ----- _---- - - 232 r 3PASTGARAGE -_SIGNtP) PROPOSE[ r i F—i wv TYP.) 1 _r( IYP.) I 12 15r 15 LL 0__ - - h C., j if_ I ' l 'I ! II ! I - - -- - I - -- - '`'. o r 37' II' - 1 \-8 FRO,+IT Y 'RD SETS , CK ( PROPOSED 10' SWM ACCESSi ` CGESJj6LANCSA IN MT]. I v . 0 LOT 25 LOT 26 _ ROADGRAVEL, - LOT 22 LOT O I LOT 24 w, ! -- U LOT 21 I _ ! w LOT 27 LOT 28 LOT 29 I -- I EMBED ED INTO SOIROA(FCRp''' LOT 30 LOT 31 LOT 32 LOT 33 I I r O G I \ LOT 34 LOT 35 LOT 3fi LOT 37 LOT 38 I STABILITY) WITH ER {F ; / i - i ! LOT 39 LOT 40 LOT 41 ) ' 1 TOPSOIL (MAX. SL PE=2O%} 1! Lu }, P} ROPOSED 5' DE it ( P) CONC./BRICK ( / r , N` (. a I - - _- HVAC UNIT II ETBACK (TYP. j! HVAC UNIT ! PROPOSED I I - -- -- - - ; _ (TYP) - - - - = I - - - - - - ! ! tnP} PATIO (TYP.) \ I3 BOARD FARM ._ 0! I - - - : I ! I - -- - - I J I FENCE TOPROVIDE VO , i' r I - - L I ) ---- ----J - - - T`_ r - - - -- - ----=I I - - - - - - ---- - - - cc SCREENINGOR,HE / j L- - -- -- - - . - -- - ---- - --- - - - --- - - --- - - - - -- - - - - - - - - J L-- - --L - - j {{ ( _ -- ---_i f DEVELOPMENT - SEE DET c 2" - -2T - _ 3$'-- 3$'_ - - - - - - - - 38- - - - - 32- - - - 37' - - I - - -38 - - -32' - - 32' - \ -313 I ---- 37~ 2_) i3" -t ( ' If SHEET 3A F R FENGC- . ; 0.C? 2, R ' I - I COMMON OPEN SPACE 0.021 AC. rw ROPO D-VAR....L.."PE-NSPACE BEAN€ LOTS AND THE PROPERTY LINE FOR PROPOSED SCREENING. OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. SEE THE LANDSCAPING PLAN FOR THE PRO POSED- SCREENNG. - - - - - - CONC./BRICK \\ - PROPOSED 10' REAR 6' PROPOSED PROPOSED SCREENING TO BE OF INSTALLED STAGGERED PROPERTY P) 4' HIGH DIAMONDPRO , PATIO (TYP.) SETBACK ( TYP.) - DECIDUOUS AND EVERGREEN TREES, SEE LANDSCAPING PLAN. SEE SEGMENTED RETAINING i IN PR© PµTy ` EIA - O 1 R. WIi7THPEN SP CE°B WALLAEi"WE`ENR...,._-....- ._...-.. s ,... _. -. _ ... .. E..D.E .AIL..... -COLOR: BLUE RIDGENOTE: BER L T 7 T O CONTINIlESS OUTH PROPERTY LINE FORA 'E3ETAtL EtN 3A'F4F'T-FIE--PR VACY-E.GatC .... EBGE RESTS _RIGH _ F .WAY t _ - S#iE ET LOTS -,...._,.-,._-...._ X03 iBLE INTERCO -GT.tO+WIT-H THE-FUTUNE- iEVELC3PK4ENT-ICW"T -PARCEL `°Ti-1E-------,.. .. AND TtiE PROPERTY LINE FOR n..-...... _. m_. j/C SOUTH ` PROPOSED R 1 V ,L_: f ; SHALL BE OWNED AND MAINTAINED BY THE HOA. SEE THE LANDSCAPING PLANs5 FOR THE PROPOSED SCREEN_IN_G. 0 0 00 Lu W i7 J n CD c r p z SCREENED FROM THE ENTRANCE CORRIDOR BY +) FENCING AND BUILDINGS TO PREVENT THELuVISIBILITYOFTHEUNITSFROMROUTE20. SHALL E END TO THE r I f _ PROPER LINE FORA I Im - ss' _ +? - -- LOT 50 --t- ` P 1 t- ' Arm P IBL - NI' -- LOT $ -= _ _ - , OSS t 4 - ti j 7' cV ' t INTERCO NE TIC?N WITH + + - LOi 77 " I t ' i THE FLIT RE DEVELOPMENT -'' LOT 12 I - - j ')`" I + `\ I. co v ! ' ! N I - - I - --f _ PROPOSED 10 REAR . 1 VF IT484.8 ' OF THE ARCEL TO THE c 1' -- - IJ so' SETBACK (TYP.) PROPOSED 8 WOODEN FENCE TO BE INSTALLED 6 FROM THE NOTE: IN ADDITI TO- -THE -3 tt ; WEST T P90 -35B '! I,' It:- -. I ° ---- -~ - __._ x . - , i t - P -- I ` ' i' L©T " -- I' I - I BOUNDARY LINE OF THE KAPPA SIGMA PROPER PROPOSED BOARD FARM FENCE, THE FINAL P r G I , N LOT 49 SCREENING CONSISTS OF A STAGGERED LINE O DECIDUOUS AND DESIGN OF THIS AREA, s, of T- - I EVERGREEN TREES, SEE LANDSCAPING PLAN. E DETAIL THIS SHEET INCLUDJNG_LANDSCAPNG Y "` N ENCR04GH MORE THANE----- ur o-R a, _ lo' 8' 1 i FOR THE WOODEN PRIVACY FENCE - M- . tSESIGN, SHALL CCSIFORM WITH' - z O-7! 7 - ~' PROPOSED PHIASE : PROPOSED HVAC __,_, I8SETBACKCrP.} `, U, w11LOT1$ Icy: R3 .. I. --- ( ) ARB REQUIREMENTS AND CONC./BRICK COMMON I r - - -- -- - _ I `/ _ _ LINE TYP. --- UNIT (TYP.) L''!+I zao1 „? _ _ --- s9 a r--' tP) % - -- _ _ - _ - - REGULATIONS FOR ENTRANCE ez f zw - - ? CONC./BRICK — u, h PATIO (TYP.} OPEN SPACE cn NO KING i N --- 89 _ - ` CORRIDOR REVIEW. 0 174 AC - t- - SIGN (TYP) - - _ - PATIO (TYP.) W a v t. CxN , c i' __---- taro, I + + ! / r , a II 5LOTfi ,:. m. ., ».:,. m :. ° :`: LO i I I r. µ : . ss 4 32 20 I s; I - 1 - x C° , OVAB E SECTION OF 3BOAR - ss rel (P) a -- _._. _ --- - - - _ N`, a ! x HVAC UNIT - - -- r , -- 1 ` NOPARKING / - -- - - r -- - FENCING WHERE SANITARY SEWE14 7' r - - N (lYP) 22 28 _ -- 217 r , a I , SIGN (TYP) E iO i EASEMENT MEETS FENCELINE332222 {) N -_-- Imo! T I --- --- ---- - - - - ----- -- '- - -!---- - ------ --'- -- -- r l !' E I I - - - `fig NO PARKING LOT 80 ILO 5 I ! tP) I j r - ; anL-._. --- -, I Q i I I HVA NIT I \ .! ` f SIGN ) I - =" - - - - - - O% 1 I -1- 8 5. 11ff69 ! C U , j !. I tD (TYP) ! \.( P) / . >% / e / ' j > - o Ell - - - -- - - - - ( i - __ _ 69 __ C7 r - ( //rI % j - x O i! HVAC UNIT \ F R7?\\ L, c cv I ! - - - _ N LOT 46 (nP) + - \ o LO LOT 19 LOT 18 ! LOT 17 QQ - I -- _ N I! ;LOT 48 LOT 47 LOT 45 ' / -'' { \' \ /j ui ' T 20 LOT 15 LOT 14 - - i, I LOT 44 L0743 . .. \ _ LOT 1fi N LC) 81 NZ LO7. I CjLOT 42 z I + V1 - a I a I `` \' R DTH \\ 6 `< I ! \ I l \ , I I P 6; I, i I \ , I! 89' --- ! 1'YP. ! I ! SWM AC ESS & % _ I I; P . POS D G. 1' ). Cl ,` LOTA3 MAINTENANCE I P. PR POSED G 12 l - -- ----- i 6xI - f E EASEMENTJ , P, - I ROPOSE 5 li - STOP I } ' ( ) L T $2 ! §I ch 3 PROPOSED Cl -12 I / O - P 2- 6 HIGH EA LE; BAY it ETBACK DIAMOND PRO EGENTER ' Ll ETLj- I Ll Z RETAININ ` W LLS'- COLOR: v0. . o D_ I ' 41PROSDG 12 _ A JO C AM J E r : a. P 5 5 4 _ RIVEvP ., r. A tSQl . . Sx. D ! RE , 3 F 40 lm"P O S CG / P; SIGN 1 f / t 2$ cn 8 2 2TYR / / / / 2 c4 - - _ _( 15 14 l/ f i i' n. j,0.• _ W7 S \1, 0 J _ 32 33 17 13' 13 32' J Ti9" ;%'jh f (E) OVERHEAD ' tL t7 ' - =-- -% z i% Q --- ;, , POWERLINt- f --- 11 00 _ -r 12 00 13+00 - -- / /„ \ ` COMM0N / / / ! - i,. 0 14+Op 1 \ r ' & 20 ESM'i ! o r2 - - _ '17+04 ,...° \ OPEN SPACE ' ' r MOFFAT STREET c asps Ac. / U NO PARKING U U , - I - NPO PARKING — - _. 15+00 16+00 /, Y / ( 1 7 / / L V SIGN (ul Lu TYP}`,: 10+00 fr`J SIGN (TYP} 1 4'/' / r( rr l $ r VAR. PRIVATE R/ W) / W R WIDTH ,! v° .' ', , w 3 i r iCF` I 1Zt r a l 1 13 1 ! 3 1 l r xir1 k! r 37 2 ix 711 2 o e . o , a I A ; a. A PR POSE PORCHEXTENDS PARKING r- -- ----- ----- ------ ----- _---- - - 232 r 3PASTGARAGE -_SIGNtP) PROPOSE[ r i F—i wv TYP.) 1 _r( IYP.) I 12 15r 15 LL 0__ - - h C., j if_ I ' l 'I ! II ! I - - -- - I - -- - '`'. o r 37' II' - 1 \-8 FRO,+IT Y 'RD SETS , CK ( PROPOSED 10' SWM ACCESSi ` CGESJj6LANCSA IN MT]. I v . 0 LOT 25 LOT 26 _ ROADGRAVEL, - LOT 22 LOT O I LOT 24 w, ! -- U LOT 21 I _ ! w LOT 27 LOT 28 LOT 29 I -- I EMBED ED INTO SOIROA(FCRp''' LOT 30 LOT 31 LOT 32 LOT 33 I I r O G I \ LOT 34 LOT 35 LOT 3fi LOT 37 LOT 38 I STABILITY) WITH ER {F ; / i - i ! LOT 39 LOT 40 LOT 41 ) ' 1 TOPSOIL (MAX. SL PE=2O%} 1! Lu }, P} ROPOSED 5' DE it ( P) CONC./BRICK ( / r , N` (. a I - - _- HVAC UNIT II ETBACK (TYP. j! HVAC UNIT ! PROPOSED I I - -- -- - - ; _ (TYP) - - - - = I - - - - - - ! ! tnP} PATIO (TYP.) \ I3 BOARD FARM ._ 0! I - - - : I ! I - -- - - I J I FENCE TOPROVIDE VO , i' r I - - L I ) ---- ----J - - - T`_ r - - - -- - ----=I I - - - - - - ---- - - - cc SCREENINGOR,HE / j L- - -- -- - - . - -- - ---- - --- - - - --- - - --- - - - - -- - - - - - - - - J L-- - --L - - j {{ ( _ -- ---_i f DEVELOPMENT - SEE DET c 2" - -2T - _ 3$'-- 3$'_ - - - - - - - - 38- - - - - 32- - - - 37' - - I - - -38 - - -32' - - 32' - \ -313 I ---- 37~ 2_) i3" -t ( ' If SHEET 3A F R FENGC- . ; 0.C? 2, R ' I - I COMMON OPEN SPACE 0.021 AC. rw ROPO D-VAR....L.."PE-NSPACE BEAN€ LOTS AND THE PROPERTY LINE FOR PROPOSED SCREENING. OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE HOA. SEE THE LANDSCAPING PLAN FOR THE PRO POSED- SCREENNG. - - - - - - CONC./BRICK \\ - PROPOSED 10' REAR 6' PROPOSED PROPOSED SCREENING TO BE OF INSTALLED STAGGERED PROPERTY P) 4' HIGH DIAMONDPRO , PATIO (TYP.) SETBACK ( TYP.) - DECIDUOUS AND EVERGREEN TREES, SEE LANDSCAPING PLAN. SEE SEGMENTED RETAINING i IN PR© PµTy ` EIA - O 1 R. WIi7THPEN SP CE°B WALLAEi"WE`ENR...,._-....- ._...-.. s ,... _. -. _ ... .. E..D.E .AIL..... -COLOR: BLUE RIDGENOTE: BER L T 7 T O CONTINIlESS OUTH PROPERTY LINE FORA 'E3ETAtL EtN 3A'F4F'T-FIE--PR VACY-E.GatC .... EBGE RESTS _RIGH _ F .WAY t _ - S#iE ET LOTS -,...._,.-,._-...._ X03 iBLE INTERCO -GT.tO+WIT-H THE-FUTUNE- iEVELC3PK4ENT-ICW"T -PARCEL `°Ti-1E-------,.. .. AND TtiE PROPERTY LINE FOR n..-...... _. m_. j/C SOUTH ` PROPOSED R 1 V ,L_: f ; SHALL BE OWNED AND MAINTAINED BY THE HOA. SEE THE LANDSCAPING PLANs5 FOR THE PROPOSED SCREEN_IN_G. l W i7 J ncr p z EA 10 U y' OB NO. N j' i_ 3 D9 233 v7 O o t ' i SCALE l f / SHEET NO. 3B v CL 7!111111 1-11 - 1', li'll'illill .1, . ; "I 1 - " - " - 1 I - 1111111 - ,. - - . I .1 : 1. ' - i 'T , I I / / ",, I- I : 11 I I " __ - - ; : 1111111.1 - I : I/ I " 11 I I NOTES: 1, a[ . I-"--- 7 'rf - i 11 !!l!l!lIl , i III 1, . PORTION OF UNDERGROUND / _', TH 0 "I i_ CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR AVINITY ESTATES ROADS TO ANY ROAD I,L-- III. , I, i I 1' -VIIII!,iiiiiiiiii1i 11 I - I 1 7_ IIIIIIIII POWER WITHIN CONDUIT / I" 4 1 _j 1i 11 Ill 11-11, , Iw'i_ ::: __ I I I ', I EXISTING OR UNDER CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY , __ -,. - . ;;_,,__1:13 / / I, , I - __ ::: , i I I e .1 " I 11 . -__,- Z .11 _:,_ 7 , , CONDUIT SHALL BE 5"MIN, ,_ / I'll DISCREPANCIES BETWEEN THE EXISTING ROADS ANDIII CURB AND GUTTER AND THE PROPOSED ROADS, 7: I'll- :47- ...,l _'"' , -,:,.:-: : T. , -, r,, / I 1, ` -p_ I - - , ", , ,,, i v ____ . !:: :: I 1: -, -- __,__, I " -_ .L_ FROM ADJACENT WATER / I' "' I I INS TO ::: -- __ / , ,,< CURB & GUTTER. CONTRACTOR SHALL 'CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE -0 " 1 :: - :7!l ___, -_ _ AND SEWER. RUNS EXCEPT / / , , , ,,', / , ; 1', __ __ Ill ,/ " , SCOTT R. COLLdNSZ 17-: I-, 11, , / i EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. m I - -- ,: I / 0 I__4I . - - -, ,, I I .... I, %_ I _:: " I 2. CONTRACTOR SHALL VERIFY CURB ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE Al V, _4 I , I iiii 1-:- I I _- ,-- - _ __ _ ,, i" , I AT CROSSING WITH SANITARI* / / , ,, / I . i) No. 35791 11 1 1. : - I I '11, ,, I - ,". " / I:::: ." - ___ ,_. - . '' Iii THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. W, _'-- I - _" .. / i . _-, I I I : - ": 7.:-_ ,_', , , ill ,, / _< 1 , 2 1- ,.. ., III ., , Z_ - I/- III, -_ :: 1 - \ 1 / I Lu z- .- --- / . 1%, I - __Ii-_ ,_ , - , i I ," 1p 1 3, CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, PARKING LOTS, ALLEYSJ M / ----- - --, I I,' ,_ Z___ ... 7; III I ,;,, / ,,Z / / I , 1-11 I I e, _ , I C!_i 11. 11 C i MANHOLE TOPS.AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES 00 7 __ .-::- I_ _-, - i --,- - __ , ,,7, . I I / . / i ------,-Z: I 1 - __ . .. I -. 1 , \ / I ',- I fONAL 'F1TOCOLLINSENGINEERINGFORREVIEWANDAPPROVALPRIORTOCONSTRUCTION. COLLINS ENGINEERING 0 go / __ : I . - ..... _. , lrl . 1 I L" " I __ I ;_ - - I_ __,,', / EX MH - KAPPASIG-1 -1 I . - .", / I " I 1 I -1 4 , " 11 I M, -t / __-____ , _ , , I" , - - _ zz. / I I _____ , , - zSHALLVERIFYALLSURVEYSHEETSTOENSUREPOSITIVEDRAINAGEANDPROPERELEVATIONSFORF_ , . , , 11- I , I RAISE MH TOP 1 / / // . 'I/ I I - _ '"' - - Z " - 1 - I W f - I ;, I ... 11- . .,-"-.., _,_ -, - I il ". / ,, / / " I", a i CONSTRUCTION. w I / / EX MH - KAPPASIG-1_' -- - - -,... -- 1, 111. I FROM 473.04' " '/ / " , I 1; 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. U) ______1 ,_, 11 11 , , ,_ Alj,I L / ; -, ' 11 / " / I V) I r '1 " I , I - LI / LOWER MH TOP ., TO 475.00' I " I 1 , _', II / / -, '11_ , , / , , 1, I I I 4'S 4-, , , '/ , 2! 5. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS. N Ili __ __ - -, -- I LLL - "I t I , / ", / 1 ' Z Lij : I I / FROM 487.34' --_ __ -- . 1 L ........ I: ... 1 I , / I , L I , _ _ L, I ; 0 UI / __ I .,, 11- 1_ :! 11 I I.. , 1 / /_ " 1, "/ i Z i i I III I . " I 1-1 I'/ z ,I / TO 486.17' _, ..... , _____ 1, , Z" Lw - -, 1.7 ,: I" I " / ',, z i iiii j I I.., I _- - 1 4] d I , I' ;, I I 1: i ; ____________ j --f / I/ - - __ - - 1 :,Z_7,7 ._ ./ ,:: , '_ I/ ' I, , 1 1 0 II - I - / / , I u 1 : I I:.." _ . 1: / 11 - I Iiw, 1, 0 iz / I - I , ., ,.. , -,:_ __', - . - , t, , I , / I ,/ I1 , 1, 111 ; - - , , I-. - -_ , "", I ,c 1 / I ,_ I i'I I :. __ g ,_,_ / 1. - I I- , - - I I - .1 / / __. - I r I _1 i. , I ., - .1 I I , I I 1` -1 I I III, 111- AI _ - ", - _ 11;1'L" / , I zII - , ,III . , < _ -;> ,,, I - : I ,- I- i;; ..,. - . : " " " II / ,,, I - ,' - L / / , / ____ __ : 1 - I 1, 1. --, : 11". I I,- /Z / "" I .,., , ,, Dit I - 1 ", I mi _ / 12" MIN. VERTICAL - - 1_ - - _ L,1 I I I 0 --A i, :1 I, I - , I I . 1 1, / , __ - .", ; , / I.. " / I1, , I I -7 '-- - , I __1 I I / - - ,_,._ __ , / , , , 1< Z- ,,_ - 4, I3, #1 11 , , i ,,, - - -.. I . / , , , , Q) f z I I:, , , f I " . - --, , I 1 ! I SEPARATION REQUIRED --__, _ _-'_'_ _- - f' - / " I/ I I I , -, I 1I.A.." / / I I - _ ,.. --I- , , ,/ > I I - ,, - 1. , I I i I : --.. _ , 1, n -4_z _ ,, f I I 1 " __ I I / / __ : - , / I e . . / - 11, 1. - - _', 1, 46I," / , 11 I " (9 0 I , BETWEEN SANITARY SEWER - I ', ,' I " 1 ---, Z_L-j _ , i 'I 1 3 71 I ___ I __ . I.. 4i, -_ , - - _ I e ". I I . , ,U,,, ____ , _', 11 __ , I -, I'll " / . .1 Z ceI . '?,w I :'. I I I iI I _ I i 1, ". , ; , *,,,,,, , II " , If If 5 f", "-W:".. % I - , , J: I -111" I I L% -_ I I . ,, 1:,;", . I / / & POWER LINE (TYP.) - 1.1,11, - 11 L_, __ . Fn a - If - Z_ i , I / - -, . 1, _ , 1"; ____ , / ", ,, / I ll 0- I - _----- T / r, , i, 1111' III I , _,_ I ftftft,,,, ill-., , t , I , I I, I i __ -1- , . 1 i - I , F , ,' - - I ", < I,,,111. ,,11 1. - 11 . 1) 11 -- _- . I " / . z U, 2 , - - I 1. 11j '' ilf , I ", I __ 1 - -- ov I I , i i ! i _'I Rtft& Lm.%I i I ', 11 / I , L (--), r i 11 Ij ,`,",`i I I iiii'll, I I I / / - . , I - ,...; / I ,. ry cj 1111i.. I - I __ -_, I iiiiii ..... .. __ W/ -,,- / . r. I 11 1 IL , I !, ____ ,,, , ?, j , III'", II ,/ - i - , i", '_ I I p ', - 1" " I , in C) I 54 i __f! I' ll f lill'il ; p,-` , I I-, 1 i rL Q U- 11 " t,I)i! If I j EXISTING VAR. WIDTH ____ I , ,,_, _-, - I " - i - I I f I.' ly, , I; 9 " i''I'lift Ill., - / - 1 i" 1 1 '. I 1-0-F I t 11 I , / i 3, 0 f,, 'y p / I 111111 I I - ,7;;,IxS '-- 11 , I z 1, '', , ,_ '': , " I - 11 I / , , ' 2 1 ,-- - : , I I I' ll - , .,:" ". -\ / ,/ - __ / F__ I I ACSA UTILITY E: i I ; 56 iiiI I i !'', , .SMT. ,", I " z i ! pl I I- , 211 ,_ , ,:.. ---__ - I , - :5I I --, : 77", I - / i __ _ " :i / I-- I" , I j I "I ,'- Z:-_ , "" I - EXISTING WATERLINE I , __ I 7-- - 11 I a- I , I - 11 -- ____ - ..".__, / - - I __ ", 1, I Lo : a. f " , -, , I i 1 ;` I if, ; , z_,__,, .- I_ / I I I' f J;i j ti if ,'", - _ 11 I \ 1. 1. , ") ,e " 11 I 11.11, ... ... 71 1 i I 1 1 i , - zz:_ I` / ______ 1, 1, III III < o- Lu Ijp-_ -, It I `! t r I i - - -,_ _j 11 _ , I I Ii ) ,,./ , 11 / / - 1 / _, ,. I - II1! 1; ) , if i -, I 11 I _ I ; I I R - `-_ :7 — , - / - ' f / - , I i I u 2-- ii " I X" _1 / p : 1 , I 1; IVI 11 f j - - _( 1, I -,_- , - - f _,_ ::.-.:.: I I - -- - , I , - i ii, I I I I I - , " j I " I , f ,', `F-'__-_ I 11 / I e Li- ll7`f-`, , ,; ",,r ',j ,i,f I -___ / / / < _ j77— I, I, 1- I , ,", 1,,, I - - __ - - I I ul rl ',- --- -":4z;_ ,` il, i I, )! , if I I 5 ii I ` z _.- -! ;)pz ___ I / I - I , " IIj " __,r. , 1, , , , '- i _ _ - -i -__ _- , , (A n _j I- - , " , "'b(ISTING-SANITAR - - ::I - II 11, -L;_-" , I,'' J_ - I I -- 5 I , 1;,41' lif, Y SEWEW -i_ - '1 - 1.1- / ,. , I < I I I- , I I , mit __ I - , - -_ _ _--,:z,-` -. 1 __ , i 11 ;.. / /_ I I < aII . I , - __ __ - I ' , N ___: I_- "" _ L / , i , _ , 4L 4 - f I, . I "'' iull ii ) -,<, ,' , - : _. . ___ z__________ 1 I , 7" r Z z I - I I - 11 I , ,,, :, I,IiI!!!ii / PROPOSED PAVED PORTION / I ` I . 11 - 4, : -1 , , I , 11 I I : Ill ED-W,P - __k i I Iiii I I..... 1, I 11 ". " 0 'i LL - I I/, ' i - I Iii,i 1111,1111,i"'"Il'l,ll"I :LL 11 CAD ,'', I/ ', / , I') 1 t" , 11 wi, -' ': lig I ,/ , I , - 11 Lz 11 , 777 I i I, I , I 1_ti5,F ! __ .14 ; EMERGENCY ACCESS ROAD 1 I', , z Lrj z: Z il I L ,- 4! i j.r -- --i I ,, I, f 11, , Ait I '. ABA LACE ' _\ __ Z___ - - i / / / . 1 - 7 ! i 1 :1 __i . " ', r .,! ,I " fi: V' _- -_ - z f/ _ , I L I , _ ,.ii Typ` I'.---- - I" , 11- I I I ,, Ll_ - 1- - 4 11' 1 4lj I- , -.,- ...."....,, I , 1 ., - 7___ ,I,; , I .1 - I 11 - ___ 4,11 -, I I ( - ) r __\ ; " I - , / Ca : = 1i ,. __i; if I I -` .. ______ -1--,-----,--"-,i-------,--------- f14I', ) - , f I, : z' / 3m,l - _11 1'__, -ii ,,\ I f I " ";, Ix - 11, i - . 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VERTICALlI - - 1 - , ___ l ie_ __ 'j , " " I I ' I-,,- ....... -1 , 7--," , -- I rSANITARY ;2! - U-) 11 - 1- 11 f; __ / , I "" "O'' * __J I __ __ I :::: i: :,,, FROM 491.34' j 1"".>\ E ERLINE li;,g i -_ __ 11 ': - < z , il , I , , " " T, ,-, I-,' I-- I `-` ,f, I , ,;, - , - ll I , ,, " --, " __ ______ " 4,,, 11,"_'. I - __ \ ' I-,- " I k1STIN'G ' - SEPARATION REQUIRED I'll, I I . __T_ F___-__ -1 <,,---7,-- - I , I , , j , Iftfl , __ Ii __ :: , I -,"" L" " ABANC , e `,` " i -- ____ 01, - ____ 11 I- . - . TO 491.17' . I ,ONE I PLACE " , ,,,ir 1" 11 __ -, v __ - ____ - BETWEEN SANITARY SEWER - 2: 1 ',-- Fii __ I " -,.14A,,j \ i , I , 1, ? - " I , ,,,;' I ___ __ , I I __ - .1, -,_, ra j , " ,_, 4" L 1- ::, z I : "I I- 4', ., _.-- 11 ` ryp.) - - I _- ' __ ___ ____ ,: il'i .. & POWER LINE (TYP.) > U.1 m A 10 _17 I , e __ / ,-, , , ( 11"i", , . z . __ , - I , , ,.." 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" #' - __ - o 1, -4 , ,I 11 1! o? . 0 _ _', : :: 11___, I ii 1 -, ? 1111 I -- _", :: I, _ I ! ,,, ,--IIII' - 11 _____,_,_--_-__ 1__ _- 1 , I _., -),, il;I!I:::::! - w R11 - , I vi 1, ,,v< I- e, - __ __ , __ -, ______. . 11 1.1-_ , - __ I—- - ____ , i - - 1 i,- - __ L 91 - _-, - - I I .1 ft" 11- - -4. 11 I,I f __ '- Ii1, I ', -1 -_- ,,,-,cp,-,- I I _-1.1--l- _____ __ :: -11 " t X, - __ -i 11-1--- __ . - " , g ,-,, I -____ ,. L' 0 I 41L , - - ( 11 I - - , I - P 11 , 1, 1 - ,-,---- _______. ___ - " ___ ,\ L :I w - :'' I'll . ___ , I GRAVEL PORTION OFj --4J i I , _N, V - C"', --- - - __, - __ _- - ___ : :: ,'Ili I __ - , - !IIf-,.L;I 7: - , - -__ __ ____ IIIIIIi, .. 1. I i I , , ,"," I'- " ,-, 11 I- - - : 11 1-i 11 ___ I''Iii-liiI,!.1'.- - _. _r_1_ ___ ____ ____ I—- - ,L- - .1 IiIi.., I I - , "i , g"' ll ,.,- N ,i - - r _--_ - I - - -w - : hi I I i 1 I jf ,/ .4 ,,,,,, ;, , r, # ; .---, _, , , I I I , , , , ! ... iiii,iiii 1, i I - - - I .1. ACCESS ROADWAYI W-, -, 11w ... , , ",%i J,,,-4 __ __ _ 1 - :. Iiii 1-1- , I I J_, I f '- 1 Ir7r', ., , k) ,fl __ ___ _ "', _,___ , I " __ , !III - - 1 vi - I III I / I . .1 W"",-?""""', _;:_tA141 "' -fl -4 -,q - - -1 I 11 - 44," _ I k , , ,-Ii, ",f -,X-,- - ". - - - , , 11 1- ri' 4I ,,, " iiR:, - __ iliI _ i i - fm ,'igp <' X,_,,, - __ I i , 1, - , , . - - .1 .Kl;l __ , ! ____ - , .., I - , , 2", I (, J,, _-_ _11- - __ ,- - - - " __ 'I I A .1 _,,,,4 --k, "):2- - - _ . __ _ .. - :. , , _- '_ , I ' I . . i , , , I -`, , , - -` -, - - _ I I . __ --- --- - - 1. ,__ am1 " f - -, 1 ,, 5-1:, I - --- I,,,,,, - _ I __ __ __ 'V - iilllllli-, -1- --- -, 7w '---- : % 77 I 'I __4 I . 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I - 11 , ./ "'. 1 1, , f3 , P-1 , I Iji I , , " - , , , /' -, - -- hilir- I .1 1, I , ` " - - ,', __ -: -- l i ;` j, " , /-f ,__ - - _- ` I ,,L,,, I I 40 I ?;I _, __ ,__ , - I -, It -_i r I r 111_1-11-1 , <, r -_,__ i I' I f i , I , 1, , D . ... / ,Z I" .. _-, __ - if __ I I , I . r -_ ". --, - --:-,-, I I r, I ""I __ __ 8 , I _ j I __ , T I # I IT -L - I "I I / / , / __ 7 7 , ", ILIII-i i I , I I, _-, _> - , 1,11. / PROPOSED SWM i __ ,-::, ,, --._ -- _:7 __:Z-_ - IllI1-iiiiiiiiii,, , 1 " V ep, I _If", It - - w I . I I ____ _Zz- --- if " I I I I` . __ " . ! 11 I , __ - 7ftm"111, 1-1 i ' it 11 iii -lill , - ",I I i " I a __,-`,.'-,,,' i / ----- I ,... " T_ --------- , , I - if - , 1- 11, / - I, ____,____ " L=_ I f, I - it I. A 1 FACILITY FOR , . __ __ , I 1: , r [11 I , 0 3 ., , - - I' "I " __ ,, 11 i - -:- --- j I 11" _J li I . 1 I 11 ____,_, ---- 1; , 1, I` ' ! ' L -11 - . I ______ - - I , :: i,,,,' _"I'i", I" I ., r - - I ? I , L? " 2! I t , J I - -------- - - _" I `, , 11 - 7 i -, - - - -1 -- " -, i I - .1. I1 _ 1:! '' 'I fti I '_r I / AVINITY ESTATES I - - 0 __ " _:::.__- ___ _- -77.1,)I, CF) I ,I W, I ," .1, . __ , I I I - __ I'll :-,,...... _____ --- __ 1"l I - -_ - J __, ------,I_;_ f `,__ 1 I , , - , ; I .1 1, ,R"`1111,11`1 4:1, .17", __ - :,-l, I I p-7 I , ; 1 I - - i, " -, - I I- " I ' -_r - 4 -il f , 1 4 - I I I 1", I X, w I / 1 `X'1'115 M' f f"'I _ 1 , I __ I __ , , __ w = IRT , __ I I j , I., 5'MINIMUM HORIZONTAL .__ ,. I - If f -- , A , 1: , r -I ,,, - Ii - : I ----__ ., I, iq , j It 9 ;s, ,,,, r, " I ..'':; - ___ . I L I -,_ , I L - K,%,gi,` . .. _'_ r 11 I , 1 - , , I _ ,,_,, I 7, , --- __ ` - - - - ,_ , - fil - -_,_, I , i Ii II<' I i i 1, I I i 'f I - t,,,,,,,-,%i,i,,,,'"-' % Lu t% - I I I J I SEPARATION REQUIREDIiii I! , I I I -f ,r' - - "Ill , " i i , // \ I , i . , :::;;; r I, _7 - I it - A ,,,, -- I 1 ' i " i i ,- I T " - F - '\ I I ". BETWEEN SANITARY SEWER - THE EXISTING MANAGED CRITICAL SLOPES - - 1 ,: 7 C"? I - " , -, - I r i -1`1 I T-- -.4 -.1i , - , - __ " , " -, / \ ,: 1: NOTE -_ - I f___ 11- i w!ll i ll I ' t I ,,, ." "',,,,',,-, / f__ I 2 11 - I! __ ',_ if 1-__ i ( , ?, F ) __1 -, g ! if " ... Iij i 11 I '' I .. -_ ::I , l -_ CY) J." . I : I __ I ! , , - ,.- , ' i ',- I I - : I & UNDERGROUND IN THIS AREA THAT ARE PROPOSED TO BE - i - ,p ,`,`-,,f:, , I l Y I 1111 I H' i I! 1 lIi, I f ! "I i ;,-,' / i ,j I , i h I , . 1, I - lil_ - I [ P 11 V',,-',,'',""k 1 ; I Ill I - __ m I , f, I - ,?- 111 1,i I '--I'- __ ____ IT -IrfIhiFI ,_ " !, I , , '. I.. POWER LINE x L i 1 H j I f I z r'L_ ,( [ [ I , I I j :1 M, ,-1'g,'_' il ) " /, r, / ___ 1 - / DISTURBED SHALL BE GRADED IN ACCORDANCE - T_ i'', - NgI I, — I ,- - 1, ,,", , / I 1 1 jif, -f, EX SWM FACILITY 11 li,,',V, I _. . T __ _g) 01 ,,l` ,;Iif t! gi - 5 45 ,,,,,',"",,,,,,, I--_- I : 711 I 1%,]`,,'lf, - : Ii I I ". t, """ 11 N 'I k I I , 1, ., / v / f_-_" i I l,i' _ " f i T f ,_,, I :,__ I If": J I WITH THE RECENTLY APPROVED STEEP SLOPES $11111amm 1iI I , I i ( :::: 11 I'll, I i ill ! , ._ ;, I r. $ 1 FOR AVINITY I - i y, ---------___,_-------- . ( P) 6- SEGMENTED CY) I , , , t I : 4 - f- 1'1 " ,,, \1 11 I 1 " I . rf_--_ i Jli,Lkw__ L il I f', 31 if j i I ' \ ' I I " 1- -, / - / ,l: ORDINANCE. F) J i It ll I fi r I I ' , _ , a - If 1i :. 1 11 , I N - t, - "tiirII " " I - -1 .1 - I i i l I \, %- ,,, , ; I . '' I - ,'.' " I I f I :1 RETAINING WALL I I- ____ - ___ i " ,, 1! ; II I / I f % , , I I l-,_ I-- I A I " : ,I I , I if' I I I - ffi 4___ 1 , :: I a1 -, - / / . I ,: I _ F ,___ i i i ii, " I ,', ,- I I , I ; 00 - 1, ,1 ` I / " I / I /, ,/ - t!7- i: ::nx I I 1. 1 / I i, T I _, I I / l:1, :. I II ,I I I , I, _ 1, / ) .,,'-,j PROPQ _-;, : :: 0C:- , , ,.i A I , - , - / I I , ;::::, C-' - 1.i Ix1 ; I P1111 I / I I : --- SED : i I ::pv: ACTIVE REC I ::; L::'\ 4- - -.1 "I i ll 4 "I I 1.. , , i 1 _' ` " / "" / I ; : _LU8fjO(jSE_i:, I ,--f I I- i , , 1 11 " i l A I 11 1; ]" 1111 , "k, , 11 V - / AREA ! PATfo . I : t I . I 11, I / / I 11 11' . ., - ,, f ,I , ' - I r \-( P) IlMENTED t L'i I (N I , - () 3"SEGMENTED ::: , .. zI I ,I I I,,, I I I'L I / -TOTL . -:i , li i I - - / lll!t/ OT :: : : F iN I if -11 N <', ': i -1 _* - - - - ::: I I I . I RETAINING WALL C) if g ! . _, , ., ', , X I _4 . ". 1, / :: . : , , I ii I I - 1 w z I i I 1[ , ,-'-'- 1001 \, , , " I ,111, '- Nin&111 -- I _. I - - // ji, I . r :: : : :: ::::: 1 4: f ,, _ - ,17 RETAINING WALL ,-k t(SED 4" : :: : l::::::l I I - . 11, i 1, I", " --- - I , T_ cr) f I I I : I i Ii I t \ : , .- ii.i,i::,. : : I- , , . % -t I ."!, , -- - / / , - : : : 7 1, , - 1 f 12 1 , , I ': 11 I , j jij , 1 . 'I _TA ", " ",!.:,:;: X 1 / I I :_ "" : l::: I 00 (N 11 I . // 11, m CN I I , " - if-,. - I ; ", " _- -:i] If, I.- "I , 1, _- -1 ` _ : :: I ; !,J'1q1j t, I - - , , ', . i 1_ "; SEWER (TYP.) gill / I i I i., I'll, - '3WALE 11 t q', /,, , ', , ,,,, T , " '/ I/ f j , - \ , ." - -, 1. t i: IT i __ - - -, 4 I I 1 7I , - , _ ,,,'< I ". I , I , , , 11; : J I. " - . _i: I_ 2 - I - :::17 1- , p, lv,, 4,,,,`,,, k ', , 1:, -t,,,, ,,, _\ / I , " , I / 1111 X 11,11I I TE,,, 'I EXISTING 8" SANITARY " SA`NI Y LAI'r,-RAL L ::::: ::: TERRA , I / _ I ! I -4, , . 1., - '?, -, -' , - : 1 - k . 7"- " I 1 i , "I'll ,', ,", " ,, _/, , ,---I " 1, -I It j./I., 1. - , / I 1 " AP, , I I 1. . --_ Ii : - 1 I 1. . - , , 9 -11 I , , I - i--- r - , ! I r-11 I 1. - 1, , . 11 11 - - - - , 1 'i, 11 " - - , /, I; .& - ` 1 I , I Il- 1 A I - - 1---.1, I , ,, I // I / I . _ V ,I) I a. Z4 \ , " - 4 - ATERLINE e- --_61_, - I . 11, 1 , - `, I/ , - " 'A , , - I -, J I' I \ .. T_ --- - V I,,X",, i r -i, t "I I 8" CL 52 D.I. 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I! -,-,---- - i ) , r t I _ 1 r 11 i I f j 1 , I __ i 11 i ;(_rij f A:___, i 'I- j I - f I f 1 7--i __ f__ I' ; , - I I ' I -, - t" - _,_ Illlllll I ! I I I i F-7 I i j \ I-) I' I i ; I I I ` , - 1 I 1, , r ! f , , I 5 I -__-'_ __- .i I L'A " : p a IIIIIIIIIIIIIIIIIIIIIIIIIIIIII a a IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a a IIIIIIIIINIIIIIIIIIIIIII 0 0 a 0 = i LOT .-_ I h 17-11 h i , LO" J70 ' i -4; ___-_, " , ,ft', - --- I it I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 2 IIIIIIIIIIIIIIIIIIIIIIIIIIIIII a a a a a 9 417 1 ." - ", T ) ! - 1-1 _____ - , 111P, c I I , I - : , III I 4 - T! 11' 11111"m p / I I __-7 i I -_ if i , I I I : I / I " I I I L,ip I i a ammiiI i I - --"--- I I ll I __ ' 1 I r, -T li"', I !' _ ____,__i I / o, ryl n_ CifJcnuJ U7Cn ll7 y Alignment: Access -Road Description: Tangent Data Description PT Station Northing Lasting Start: 10+11.637 -38855621.368 -114827322.936 End: 10+31.089 -38855605.396 -114827311.834 Tangent Data Parameter Value Parameter Value Length: 19.452 Course. N 34' 48'02.4402" E Curve Point Data Description Station Northing Lasting PC: 10+31.089 -38855605.396 -114827311.834 RP: -38855639.639 -114827262.565 PCC: 10+73.179 -38855581.685 -114827278.101 Circular Curve Data Parameter Value Parameter Value Delta: 40' 11' 33.7328" Type: RIGHT Radius: 60.000 Length: 42.090 Tangent: 21.953 Mid -Ord: 3.653 External: 3,890 Chord: 41,232 Course. N 54' S3' 49,3065" E Curve Point Data Description Station Northing Lasting PCC: 10+73.179 -38855581.685 -114827278.101 RP: -38855484.999 -114827304.020 PT: 11+45.138 -38855540.691 -114827220.843 Circular Curve Data Parameter Value Parameter Value Delta: 41' 11' 18.7550" Type: LEFT Radius: 100.100 Length. 71.959 Tangent: 37.614 Mid Ord 6.397 External: 6.834 Chord. 70.420 Course: N 54' 23' 56,7957" E Tangent Data Description PT Station Northing Lasting Start: 11+45.138 -38855540.691 -114827220.843 End: 11+55.929 -38855531.725 -114827214.840 Tangent Data Parameter Value Parameter Value Length: 10.791 Course. N 33' 48' 17,4181" E Curve Point Data Description Station Northing Lasting PC: 11+55.929 -38855531.725 -114827214.840 RP: -38855559.543 -114827173.293 PT: 12+17.699 -38855511.155 -114827160.700 Circular Curve Data Parameter Value Parameter Value Delta: 70' 46' 57.4649" Type: RIGHT Radius: 50.000 Length: 61.769 Tangent: 35.522 Mid -Ord: 9.239 External: 11.333 Chord: 57.916 Course. N 69' 11' 46.1505" E Tangent Data Description PTStation Northing Lasting Start: 12+17.699 -38855511.155 -114827160.700 End: 13+15.523 -38855535.792 -114827066.029 Tangent Data Parameter Value Parameter Value Length: 97.824 Course: S 75' 24'4b.1171" E Curve Point Data Description Station Northing Lasting PC: 13+15.523 -38855535.792 -114827066.029 RP: -38855826.122 -114827141.587 PT: 13+65.524 -38855552.351 -114827018.910 Circular Curve Data Parameter Value Parameter Value Delta: 09' 32'58.6053" Type: RIGHT Radius: 300,000 Length: 50.002 Tangent: 25.059 Mid -Ord: 1.041 External: 1.045 Chord: 49.944 Course: S 70' 38' 15.8137" E Tangent Data Description PT Station Northing Easting Start: 13+65.524 -38855552.351 -114827018.910 End 14+04.756 -38855568.393 -114826983.109 Tangent Data Parameter Value Parameter Value Length: 39.231 Course: S 65° 51' 46.5109" E Curve Point Data Description Station Northing Easting PC: 14+04.756 -38855568.393 -114826983.109 RP: -38855458.885 -114826934.039 PCC: 14+31.031 -38855576.438 -114826958.150 Circular Curve Data Parameter Value Parameter Value Delta'12'32'44.2583" Type: LEFT Radius: 120.000 Length: 26.276 Tangent: 13.190 Mid -Ord: 0.718 External: 0.723 Chord: 26,223 Course: S 72' 08'08.6399" E Curve Point Data Description Station Northing Easting PCC. 14+31,031 -38855576.438 -114826958.150 RP: -38855627.377 -114826968.599 PCC: 14+58.470 -38855588.627 -114826933.922 Circular Curve Data Parameter Value Parameter Value Delta: 30' 14' 00.6451" Type: RIGHT Radius: 52.000 Length: 27.439 Tangent: 14.047 Mid -Ord: 1.799 External: 1.864 Chord: 27.122 Course: S 63' 17'30,4467" E Curve Point Data Description Station Northing Easting PCC: 14+58.470 -38855588.627 -114826933.922 RP: -38853310.673 -114824887.319 PT: 15+23.894 -38855631.828 -114826884.792 Circular Curve Data Parameter Value Parameter Value Delta: 01' 13'26.6857" Type: LEFT Radius: 3062.297 Length: 65.424 Tangent: 32.713 Mid -Ord: 0.175 External: 0.175 Chord: 65.422 Course: S 48' 40'27,4092" E Tangent Data Description PTStation Northing Easting Start: 15+23.894 -38855631.828 -114826884.792 End: 16+50.000 -38855714.075 -114826789.198 Tangent Data Parameter Value Parameter Value Length: 126.106 Course: S 49' 17'31,2026" E Tangent Data Description PT Station Northing Easting Start: 16+50.000 -38855714.075 -114826789.198 End: 18+23.826 -38855827.446 -114826657.430 Tangent Data Parameter Value Parameter Value Length: 173.826 Course: S 49' 17'31.2026" E Tangent Data Description PT Station Northing Easting Start: 18+23.826 -38855827.446 -114826657.430 End: 19+84.206 -38855932.046 -114826535.856 Tangent Data Parameter Value Parameter Value Length: 160.380 Course: S 49' 17'31.2026" E Curve Point Data Description Station Northing Easting PC: 19+84.206 -38855932.046 -114826535.856 RP: -38856083.654 -114826666.296 PT: 20+20.205 -38855957.847 -114826510.821 Circular Curve Data Parameter Value Parameter Value Delta: 10' 18'46.7117" Type: RIGHT Radius: 200.000 Length: 35.999 Tangent: 18.048 Mid -Ord: 0.809 External: 0.813 Chord: 35.950 Course: S 44' 08' 07.8459" E Tangent Data Description PT Station Northing Easting Start: 20+20.205 -38855957.847 -114826510.821 End 22+31.889 -38856122.406 -114826377.664 Tangent Data Parameter Value Parameter Value Length: 211.684 Course: S 38' 58' 44.4892" E Curve Point Data Description Station Northing Easting PC: 22+31.889 -38856122.406 -114826377.664 RP: -38856248.213 -114826533.140 PT: 22+71.262 -38856155.245 -114826356.060 Circular Curve Data Parameter Value Parameter Value Delta: 11' 16' 45.3589" Type: RIGHT Radius: 200.001 Length: 39,372 Tangent: 19,750 Mid -Ord: 0.968 External 0.973 Chord: 39.309 Course: S 33' 20'21.7028" E Tangent Data Description PT Station Northing Easting Start: 22+71.262 -38856155.245 -114826356.060 End: 22+80.066 -38856163.041 -114826351.968 Tangent Data Parameter Value Parameter Value Length: 8.804 Course: S 27' 41'58,9219" E Alignment: BERGEN -STREET Description: Tangent Data Description PTStation Northing Lasting Start: 10+00.000 -38856094.954 -114827627.386 End: 11+41.176 -38855971.226 -114827559.400 Tangent Data Parameter Value Parameter Value Length: 141.176 Course: N 28' 47' 17.0021" E Curve Point Data Description Station Northing Lasting PC: 11+41.176 -38855971.226 -114827559.400 RP: -38856452.797 -114826682.993 PT: 12+46.116 -38855882.074 -114827504.135 Circular Curve Data Parameter Value Parameter Value Delta: 06' 00' 45.4378" Type: RIGHT Radius: 1000.000 Length: 104.940 Tangent: 52.518 Mid -Ord: 1.376 External: 1.378 Chord: 104.892 Course: N 31'47'39.7210" E Tangent Data Description PT Station Northing Lasting Start: 12+46.116 -38855882.074 -114827504.135 End: 15+63.607 -38855621.368 -114827322.936 Tangent Data Parameter Value Parameter Value Length: 317.491 Course: N 34' 48' 02.4399" E Alignment: DEGRAW STREET Description: Tangent Data Description PT Station Northing Lasting Start: 5+88.380 -38855726.382 -114827171.845 End: 8+17,460 -38855595.640 -114827359.953 Tangent Data Parameter Value Parameter Value Length: 229.080 Course: N 55' 11' 57.5600" W Curve Point Data Description Station Northing Lasting PC: 8+17.460 -38855595.640 -114827359.953 RP: -38854774.498 -114826789.229 PT: 8+34,969 -38855b85.522 114827374.24 Circular Curve Data Parameter Value Parameter Value Delta: 01' 00' 11.4590" Type: RIGHT Radius: 1000.000 Length: 17.509 Tangent: 8.755 RJlid-Ord: 0.038 External: 0.038 Chord: 17.509 Course: N 54' 41' 51.8306" W Tangent Data Description PTStation Northing Lasting Start: 8+34.969 -38855585.522 -114827374.242 End: 10+49.995 -38855459.911 -114827548.764 Tangent Data Parameter Value Parameter Value Length: 215.026 Course: N 54' 15' 20.7661" iN Alignment: MOFFAT STREET Description: Tangent Data Description PT Station Northing Lasting Start: 10+00.000 -38855998.586 -114827802.764 End: 13+36.914 -38856160.834 -114827507.491 Tangent Data Parameter Value Parameter Value Length: 336.914 Course: S 61' 12'42.9993" E Curve Point Data Description Station Northing Lasting PC: 13+36.914 -38856160.834 -114827507.491 RP: -38857037.224 -114827989.049 PGC: 14+25.271 -38856206.748 -114827432.033 Circular Curve Data Parameter Value Parameter Value Delta: 05' 03'45.3973" Type: RIGHT Radius: 999.979 Length: 88.357 Tangent. 44.207 Mid -Ord: 0.976 External. 0.977 Chord: 88.329 Course: S 58' 40'50.8038" E Curve Point Data Description Station Northing Easting PCC: 14+25.271 -38856206.748 -114827432.033 RP: -38855542.354 -114826986.410 PT: 14+95.958 -38856243.479 -114827371.666 Circular Curve Data Parameter Value Parameter Value Delta: 05'03'4b.1323" Type: LEFT Radius: 800.000 Length: 70.686 Tangent: 35.366 Mid -Ord: 0.781 External. 0.781 Chord: 70.663 Course: S 58' 40' 50.4330" E Tangent Data Description PT Station Northing Easting Start: 14+95.958 -38856243.479 -114827371.666 End: 15+79.955 -38856283.932 -114827298.052 Tangent Data Parameter Value Parameter Value Length: 83.997 Course. S 61' 12 38.1985" E Curve Point Data Description Station Northing Easting PC: 15+79.955 -38856283.932 -114827298.052 RP: -38854539.904 -114826339.685 PCG: 16+59.880 -38856321.006 -114827227.251 Circular Curve Data Parameter Value Parameter Value Delta: 02' 18'04.3140" Type. LEFT Radius: 1990.000 Length: 79.925 Tangent: 39.968 Mid -Ord: 0,401 External, 0.401 Chord: 79.920 Course: S 62' 21' 40.3558" E Curve Point Data Description Station Northing Easting PCC: 16+59.880 -38856321.006 -114827227.251 RP: -38857224.983 -114827677.725 PT: 17+00.422 -38856339.812 -114827191.338 Circular Curve Data Parameter Value Parameter Value Delta: 02' 17'59.5135" Type: RIGHT Radius: 1010.000 Length: 40.542 Tangent: 20.274 Mid -Ord: 0.203 External: 0.203 Chord: 40.539 Course: S 62' 21'42.7559" E Tangent Data Description PT Station Northing Easting Start: 17+00.422 -38856339.812 -114827191.338 End: 17+06.421 -38856342.701 -114827186.080 Tangent Data Parameter Value Parameter Value Length: 5.999 Course: S 61' 12'42,9992" E Alignment: MONTAGUE STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38856182.955 -114827469.259 End: 11+03.647 -38856092.118 -114827419.346 Tangent Data Parameter Value Parameter Value Length: 103.647 Course: N 28' 47' 16.9987" E Curve Point Data Description Station Northing Easting PC: 11+03.647 -38856092.118 -114827419.346 RP: -38856573.689 -114826542.939 PT: 12+08.587 -38856002.966 -114827364.081 Circular Curve Data Parameter Value Parameter Value Delta: 06' 00'45.4413" Type: RIGHT Radius: 1000.000 Length: 104.940 Tangent: 52.518 Mid -Ord: 1.376 External: 1.378 Chord: 104.892 Course: N 31' 47' 39.7193" E Tangent Data Description PTStation Northing Easting Start: 12+08.587 -38856002.955 -114827364.081 End: 16+08.633 -38855674.470 -114827135.765 Tangent Data Parameter Value Parameter Value Length: 400.047 Course: N 34' 48'02,4399" E Table 4: Pavement Design (V DOT Pavement Design Guide) GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES Pavement Design Y El GE RF' E1,151h'G PRI ENEMT 1. CONS7RUC770N INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADIN C1M7RUCTIGN .611T E. MTINk .& PHALT LA,; R-7Ff5Ek AS. HALT LkYERSrf I RF I.0 BE MADE BY THE COUNTY. 774E CONTRACTOR MUST N077FY THE DEPARTMENT OF 1. 774E LATEST EDI170N OF 774E ROAD &BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE Location ADT HCV Design CBR SSV Dr : Surface h a Base b a Sub -base h a pp:, COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF 774E START OF Ti FOSEt) PAVEWNT-WIGE4P. acftFa E COH@;E.UhLE S WAIYED.9'f THE EI+rANEEH, STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA770N SPECIFICA77ONS SHALL MNO ITFECTIvE .JRFh:E DRAF1VU_ - 6 MYiTING AOEVRNT MMKINGS: q D 41aAWLRS 'WITHIN THE R""'flJECT LMTS 4HALL BE NES700RU SJ@,ECT-',TO THL_P.°YRDVAL OF ?HE E GI.,FErc l FIN& TRAW VERSE PAVEWENT TIE IN SHALL CJPPO(.?A Tn THE REQ'JIREMEIa S CF SECTIO!. 315 OF,THE SPECIFI[ATINNG ENCEPT'THAT -ALL 'OINTS AT TIE -1N LOCATORS SHALL 9E TESTES' 51 z-10 MOT M?AWHTMCE IN ACCQ,0? CE KITH THE kEuUIFE4EAiT5 QF vECTIGI4 3 Y .^.F THE ' ADT V00T 5f'ECiFrAT14H ASPHALT PAVEMENT WI ENINGCOMMUNIT T70N. rn.>p. AND a„i losE sTA»,APQ's GOVERN THE MATERIAL AND C0NS7RUC770N METHODS OF 774/S PROJECT. Degraw Street 784 0 784 5 4 13.91 SII -9.5 2 2.25 BI41-25 3 2.15 23B 6 0.6i.5 Z. UPON COMPLE770N OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, 2 WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, 1T SHALL BE REMOVED Bergen Street 395 g 395 5 4 1I.52 SM -9-5 1.5 2.25 BNI-25 2.5 2.15 21A 5 6 11.7 THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY K1774 3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUITABLE MA1ERlAL TO 774E SATISFACTION OF 774E ENGINEER, Montague Street 389 0 389 5 4 1i.47 SM -9.5 1.5 2.25 Bnz-25 2.5 2.15 21B 5 0,6 7: 11 11 SUBGRADE SOIL CBR OF lO OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE Motlat street 247 0 297 5 4 1(}.53 SM -9.5 1.5 2.25 BM -25 2.5 2.15 21A 5 0 6 1 i.7 DESIGN SHALL BE MADE BY 774E DESIGN ENGINEER AND SUBMITTED WITH 714E TEST ENTIRE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES 2.25 BM 6 2.15 21A S D.6 24.4 RESUL IS FOR APPROVAL. AT ROAD /N7FRSEC7TONS SHALL BE REMOVED. ErnergeneyAccess Tbrn Lane Design shall meet or exceed Route 2D Section Slut -9.5 3 25 J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER Access Road - Paved Portion I SM -9.5 2 L.67 BM -25 0 215 21A 6 O) 6 6:94 RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE 8Y 774E COUNTY ALL PRIOR TO THE CONSTRUCTION OF 774E SUBGRADE. Access Road - GravelPorkion SM -9.5 0 1.67 BNz-25 J 2.15 21A 8 HJ.6 4;8C DRAINAGE OUTFALL EASEMENT'S ARE TO BE EXTENDED TO A BOUNDARY LINE ORA NA77JRAL WA7FRCOURSE. DRAINAGE Note: Contractor to bore any, existing pavement being utilized and coordinate with VDOT on upgrades to geometric design standards to ensure the above specifications are 4. GUARDRAIL LOCA7701VS ARE APPROXIMATE: EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDIT70NAL 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH met and are in accordance with their standards. GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF A MINIMUM COVER OF ONE (1) FOOT. THE COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY. W74EN GUARDRAIL IS 2. STANDARD UNDERDRAtNS CD -1 OR CD -2 OR UD -4'S TO BE PROVIDED AS INDICATED ON/''; h ;. TRIP GENERATION CALCULATIt31y, REQUIRED, I T SHALL 8E INSTALLED FOUR 4 FEET OFFSET FROM 774E EDGE OF THE PLANS, OR WHERE FIELD CONDI T70NS INDICA 7E r f ` PAVEMENT TO THE FACE OF GUARDRAIL AD ROADWAY SHOULDER WD THS SHALL BE J. ALL DRIVEWAY ENTRANCE PIPES SHALL 8E A MINIMUM OF TWENTY 20 FEET IN LENGTH i ;,- . TRIP GENERATION BASED ON ITE TRIP GENERATI INCREASED TO SEVEN (7) FEET. C ES AND SHALL BE PLACED INANDHAVEAMINIMUMDIAMETEROFFIFTEEN (15) INH r ` > ;s- MANUAL 8TH,.EDITION 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORTAION SPECIFICATI ONS UNLESS x r s U ITS -CODE 210 ' t. 51 SINGLE FAMILY N ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C . 077fERWISE NOTED ON PLANS t k' ' S1 TOWNHOME UNITS" -CODE 230 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY EN7RANCES 4- ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE r _.' I i i. fi l sell ay , 1,N SHALL CONFORM TO VDOT STANDARD PE- CONFORM TO VDOT STANDARD PE -1. ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER A , , . y t ,r; ADT: 784 VPD (392 ENTEF2! 392 EXI- F s 7. COMPLIANCE W(7H INE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH COURSE. I 1, AM PEAK: 60 VPH 14"Ef TER/46 EXIT} SECTIONS AS SHOWN ON 771E TYPICAL PAVEMENT SECTION DETAIL SHALL BE STRICTLY PA ENT M PEAK: t9 VPH (50 ENTER/ 29 EXIT) ADHERED TO. 1> AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT fi ' ` T 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE t VALIDA77ON. SHOULD THE FINAL PLAT FOR 7141S PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED r" ', ' RECORDATION, 7NEN APPROVAL OF 7WESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECTION. 1 11I 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WWII THE VIRGINIA 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE' AND MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND 774E ALBEMARLE COUNTY ROAD COMPAC770N BEFORE BASE IS PLACED. r" .. NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. J. TEST REPORTS ON SELECT MA7FRfALS MUST BE SUBMITTED SHOWING THE MATERIAL f > x ' ) /. , b 10. TRAFFIC CONTROL 0R O1NER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED MEETS' REQUIRED GRADA77ON FOR TYPE 1, A OR I(1 PRIOR TO PLACING AGGREGATE BASE. 1 BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,, 4. THE REQUIREMENTS' TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT i A` , SNI., `\ 1 THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.rTHEIN7FRMEDIATECOURSEISBEGINNINGAT774ECOMPLE710NOF774EINSTALLATIONOF774E 1 r ` rfj ,` - / f > z 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE AGGREGATE BASE. IN 7HE EVENT THAT 7HE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60 t e DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. DAYS 0R MORE AFTER COMPLE710N OF fNSTALLA770N OF THE AGGREGATE BASE, THE PUGMILL i. I t rr ` 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER 774EtREQUIREMENTWILLAPPLY. f SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS` AS 5. 771E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. z \ 7 _: SHOWN ON 774E ROAD PROFILES 6. BASE MUST. BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC77ON q 1. ti c. Po°' , 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS BEFORE SURFACE TREATMENT IS APPLIED. r, t, 1 ` `f THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. 774E VIDEO Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT 4 y. , 1 r , _ _ r - INSPEC710N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S WDEO CAMERA PRIME COAT RC -250 0 0.3 GAL./SQ. YD.). P 1 ; • _, :_ r" i % -' INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE KITH CURRENT VIRGINIA t. . Z> „.,f ti., , .. - 4; .; , j // ( - - DEPAR7MENT OF 7RANSPORTA77ON SPECIFICATIONS. f /' r NI/ I , '` /" - ,.•'" rALBEMARLECOUNTY 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES TNA T DO fi _ 7 1 . > w.W. C , ,, ,, fNOTENHANCEAROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED f a a,,. . -''_ GENERAL CONSTRUCTION NOTES WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 1 `.. .f t "' i f - "_- PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA7TON MAY BE LOCATED W17HIN 4V0 T _ '" / 1 PRIOR TO ANY CONS7RUC77ON K17HIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING THE STREETS RIGHT OF WAY. s T, ,,` , , - _•' CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM }77 -IE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 774E REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR 77,1E REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2 ALL MATERIALS AND C0NS7RUC7ION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 0774ER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. S THE MAXIMUM ALLOWABLE SLOPE IS 2.1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 1S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 774E VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. UNLESS 0774ERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CON57RUC770N INDUS7RY (29 CFR PART 1926). TYPICAL ROAD SECTIONS STREET CROSS SECTIONS 37IaEFT D9SfiGYtOIAND __ 7Rw swr awouhRD I FEANAMQ 1w I,, = I', lamlOU....... C,HBB d 7RASaNNY I GUTID? ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES GENEISIAL WATER & SEWER CONDITIONS VVH 0, T Z0 aI SCOTT R. COLLINS J No. 35791 1-- U) z 0 M U) M W ce 1P o11 1,SITONAL i, 9 0 a Ln J Ln LULL in 0 _ j r- S 22 Ln J d_ 17. a itw rR, 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AU7HOR(TY ACSA) INSPECTORS. THE CON7RACTOR WILL BE RESPONSIBLE FOR N077FYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING U77LI77ES ACROSS THE LINE OF 7HE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA T FL Y CORRECT. THE CON77?ACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUC77ON SHALL COMPLY WITH THE CURRENT ED177ON OF 774E GENFRAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY 774E ACSA. 4. DATUM FOR ALL ELEVA77ONS SHOWN IN NA71ONAL GEODE77C SURVEY. S THE CON7RACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS U77LITY (1-800-552-7001), 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 7HREE (3) FEET OF COVER MEASURED FROM 774E TOP OF PIPE, OVER THE CEN7ERLINE OF PIPE. 7HIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LA7FRALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. B. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF 171E LINE. 9, TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO, COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FIT77NGS EFFEC77VE JANUARY 4, 2014 (SENATE BILL 3874 Wli AMENDS THE SAFE DRINKING W47ER ACT). SIDEItWX 1_1 fY.A r" S7RIP Jr PJM' (44' EW Ni Y BNAr LOIS 500111111i iTYPICALPRIYATL' STR'. ff SA'TION (BAR FlffH RU1/) DF0R4X STREET, BE'RCL'V STRFD'T, 1f01V7'40UB' STRBFT & MOFF,47' STRBL'T P_4E_A--fiW IN 7' XrOZ III11fP OUTS 01VL1 NOTES: A10T TO =4LZ 1. SEE PAVEMENT DESIGN CHART TO THE RIGHT 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 IN BUMP OUTS ONLY. SEE SHEET 3 FOR LOCATION OF PARKING BUMP OUTS. Y__ ow. GRa w wo'-.;-, 2O' ACOE58 EASfINE7rT TYPICAL ,fAf J4LXAV.r A=17S SS rTIOAr 10=00 TO 12.,-,21., T/4T7EL11 4Y ?O' dd= P_4YL'D 2% ,5"1,PL'R LL'Li4Tf01L'-DO#',,V TO Rf0'HT 12 ,?1 TO 13,L58: ATO 6ROS'S S'LOPF 13/58 TO ,2,? -f6'6. SbwPE, RL' V_,4JIOtV ,00T1iv TO LzFT 14CCIFSS DRfvzr4Y SHALL BF /_' X10E FROIf ST4. 16-50 TO STA. 18f6_0 ,4AT,9 S -T4. 21-50 TO ST.4. 22f00 AVT TO sC4LZ 1 j "-2" SM -9.5A SURFACE COURSE r NTE_MEDIATE COURSE I 5"-16" COMPACTED AGGREGATE ' r,r;yl is I• ,* i 10 • iy• We OR : DEPENDING r 1,R""',oW/P"`F,, ULTIMATE TRAFFIC LIMITS l BASE COURSE, VDOT #21A V I. - .. ioi/ 4 i i Dias \ COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE: SEE CHART ABOVE FOR MINIMUM DEPTHS VARIABLE NDTH) 4" GONG 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE TOP/ OF CURB 4" d 0, 2" R STANDARD CG -6 CURB & GU TTER NO SCALE GENERAL NOTES: I, TFE.. DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2• DETECTABLE- WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE. APPROVAL- OF THE ENGINEER. 3• SLOPING SIDES OF CURB RAMP MAY BE POURED MONDLITWA.LY WITH RNP FLOOR OR BY USING PERMISSIBLECONSTRUCTION.JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAr ADJOINING FLARED SIDES CAM BE'CAST IN PLAGE'.AFTER PLACEMENT OF PRECAST RAMP FLOOR..PRECAST .CONCRETE SHAL BE CLASS A-4. 6. RE B' BARS ARE TO BE NO. S X "' PLACED T CENTER TO CENTER ALONG BOTH SpE'S OF TH RNp FLOOR. MO -DEPTH OF (AFM FLOOR. MINIMUM CONCRETE COVER Ift!_: a. CURB r COM AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED M PAYMENT FOR CURBI CURB AND GUTTER. 7 CURB RAWS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT !INTERSECTIONS WHENEVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A' HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER 'SIDEWALK IS EXISTING PROPOSED OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbig&LISS , AS SHOWNONPLANS OR AS DIRECTED BY THE ENIGWER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LIES EXISTING LIGHT -POLES: FORE HYDRANTS, DROP NETS, ETC. ACCESSTBIL ROUTES PROVIDE A CONTINUOUS LNOBSTRUCTED STABLE FIRM MDSLIP RESISTANT PATH CONNECTING ALT. fCCES5IBLE ELtMHENTS I!F A FACILITY THAT CNN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED.'W17M THE LIMITS OF THE CROSSWALK AND, - TFRAT THE SLOPE AT THE OONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB,. T C(, CIF1j F.E S TRAF ROOFER 1'D STD KD C 3E,, CW SEkC1PLTETjNRFE tFEAYY. TT TRUCK i WNI FFICI FOR CC CRETE DERK r0. THEWHEN RAMPS SHALL BE T E WIDTH OFTHE SHAWITH RDSHARED PATHUSE 7" TYPE A PERPENDICULAR F iI'" r .; 7 sF ' Z. MH _ - AT e " HIGHER THAI S ED $F PAYEfENT AT XX . SAME AS TOP OF cum TYPE C PARALLEL & PERPENDICULAR 7.6" - 2'4+'TRUNCATED DOMI O -C a 00 0 00000000 0 0 4 0 0 0 O O O O.O O O 0 0 :O O 0 O 00 00 0 0 0 0 70 00000000 00 000 0,2" , Oaa00a0a'aaaaa'a 509-- 651 OF BASE DIANE -TER 0 0. 0. 0 0 0 00 00 0. 0 0 0 F,t VARIABLEMIMAM. TRUNCATED DOME __ P"Y LIMITS DETAILDETECTfWARNING DETAIL CG -12 DETECTABLE WARNING SURFACE GENERAL VIRGINIA DEPARTMENT DEPARTMENT OF TRANSPORTATION VDOT #57,#68, OR #78 STONE BASE UNDER CURB Nat CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. 2016ROAD & BRIDGESTANDARDS wP-2 AtLAEENT TR2vEL LADE I A&PJ411 P.,WE Eh'T wl`EW_,a Y El GE RF' E1,151h'G PRI ENEMT RA: ETEfiAf,, IN FIELCI' TACK. COAT THE PkLIfl]SEC _F - fC1M7RUCTIGN .611T E. MTINk .& PHALT LA,; R-7Ff5Ek AS. HALT LkYERSrf I L.I. Tlwc s..e .csE o-ac.Po<_Ei sua;E 3r+1.'w GTE4 SUSGRdiE CaNaSTRUCTIaN JOINT DETAIL REWOVE: L.M_1_1 & /SFHDLT Liar ERS TO EcI`'T[i 5UaLIa E AM RiFvaL"CE N[TH :R7wEL' A;t-•H&T *5941,V: LA: MS MbPO E3 -WV 1 V,IW,; THICX ASPHALT `WRFACE FUR&E (SEE NOTE is x YINWUM P INCHES. CAR MFATER AS NE ESSART TO MWT THE FULL THICKNESS CF EXNTN"3 .4PHALT LAYERS AS orrmUINEA S.V CORES SSEE NOTE 31 - NOTES: AMPHALT PAVEMENT d'IJEBNC-=HALL HOE A aXVEWENT uEg1614 k ACCORDANCE MTH CiARDIT :'OCT kyCE%RRER AW3 2E 4,' aOVEO HY THE ENCIHEEt. 2 THE P' YNE 7 E.IU; FO7 ttP WLT pA E Ent wlbENII -,HALL+,EET 41, EKCEM THE JE THs x5 TYPES OF THE LAPD* nF E,lsiU•,! PAYE?fF T; SU95U FACE LI AINA_£ F THE EASTre" hyo f ,i:PPSEn "'APEMEN'[ --SHAH 3E AWRE': W IN THE PA. EfENT DES{Gt, J 0. u14111,1 F TriiEE CLINES %H LL ARE TA EF v,L rv;. THE CERTE?i OF THE AWA:;LNT TRAYEL LANE Ta . ETEHMINE THE TYNE A110 TM AYES, -.Of LIE TNI, AYL51E 7 Lr EnS, THE5E GQRE5 SHALL QE S ACEI - MQRE THA?K :A4 'FEET (_T - - -' A. THE P0, Y< -ENT TRAVEL LME' 5HPLL 'E MILLET} h WN. WA ,DEPTH OF F f Ih'CHE4 PM1j '2EPLAC,ER W17H .'A5 A`i HM 5'AFAKE COURSE TC WATCH THE Ti FOSEt) PAVEWNT-WIGE4P. acftFa E COH@;E.UhLE S WAIYED.9'f THE EI+rANEEH, 3 THE ENGINEER IAP REWIRE THE WILLING OEPTH JF THEEXI3TN, PAvEVENF TO. @E ADJIMS U TO ACHIEVE M AL'CEGTAOLE L'"DAENr CW(n3 -5LOFE MNO ITFECTIvE .JRFh:E DRAF1VU_ - 6 MYiTING AOEVRNT MMKINGS: q D 41aAWLRS 'WITHIN THE R""'flJECT LMTS 4HALL BE NES700RU SJ@,ECT-',TO THL_P.°YRDVAL OF ?HE E GI.,FErc l FIN& TRAW VERSE PAVEWENT TIE IN SHALL CJPPO(.?A Tn THE REQ'JIREMEIa S CF SECTIO!. 315 OF,THE SPECIFI[ATINNG ENCEPT'THAT -ALL 'OINTS AT TIE -1N LOCATORS SHALL 9E TESTES' 51 z-10 MOT M?AWHTMCE IN ACCQ,0? CE KITH THE kEuUIFE4EAiT5 QF vECTIGI4 3 Y .^.F THE ' S'ECIFICATICIS: V00T 5f'ECiFrAT14H ASPHALT PAVEMENT WI ENING FEFEHENCE rn.>p. AND a„i losE sTA»,APQ's F'OR YiMENINC SUBJEG7 70 TRAFFICSHEET; OF! 1 F.EMION OATS I13.N1 iRW!`AIA DEPARTMENT OF TRW4aF0.3Tr.T};^I. 2416- ROAD & BRIDGE STANDARDS 00 00 L'`Ot7 CD CIS! In 0 0 1 0 '_ z 0 E Q) U7 w Uw z 0)0 L] Z L11 G IP z O_ 1 N O O O `J r Q c0c U n r- 11) w _ aT -1 n o it v, n 06 r 2' a G Uj o 0 ' G zU U, U U r -` C (n0_ U n p U U_ U feria - L CL' Cww .> 0. Z Id -,-).- E z J J C O U _Tj o _' G 11 - Q U O 2 o- n N = G UU D 'D U - x H L E v - m 9 C = a _Q m U co t - 0 U0 U Il.D .C::: 14 ° U j JOB NO. N ry092033 U o SCALE a 3: AS NOTED r G 0 SHEET NO. 0- ko?_) E F- G F •d .dam •Z' a. \` ROOTBALL IN NOTES:' 1. SET TREE PLUMB PRIOR TO STAKING. REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, TREE PLANTING SECTION Landscape Notes CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. PROPERTY LINE SERVES AS LIMITS OF CONSTRUCTION. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTINGQ TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON—SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48—HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISITNG TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT—HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE(1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE {PER SPECIES}_ CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48—HOURS PRIOR TO DELIVERY. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2—INCH DEPTH. MULCH RINGS 24—INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE— SHREDDEDHARDWOOD. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. LD -004 N.T.S. TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 1200 AROUND PLANT PIT ON "UPHILL" SIDE REFER 'TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL ROOTBALL NOTES: I. SET TREE PLUMB PRIOR TO STAKING 2, ALL PRUNING IS RESTRICTED TO THE. REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE SECTION NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD BACKFILL TO TERMINATEANDBROKENBRANCHESANDSHALLBEPERFORMEDUNDER AT TOP OUTSIDE LIMITS OFTHESUPERVISIONOFTHELANDSCAPEARCHITECT. ROOTBALL 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. ADD MULCH OVERTOP OF 4, IMMEDIATELY SOAK PLANT WITH WATER. ROOTBALL AND PLANTING PIT LIMITS BEGINNINGMONOATMORE TRUNK AND5. SEE IRRIGATION PLANS/DETAILS/,SPECIFICATIONS THAN 1" DEPTH A PECIFICATIONS AS THEY D RELATE TO THIS INSTALLATION, TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE SPECIMEN SHRUB AS SPECIFIED ON DRAWINGS) TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL SHRUB PLANTING SECTION LID -07 N,T,S, LD -005 N.T.S. V TYP CUT AWAY ALL WIRE BASKETS — AND/OR NON -BIODEGRADABLE ROOTBALL WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL, SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) Ll 1:1 El EID it STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE—WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN S' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TREE PROTECTION FENCE (FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE qYL T" BAR STAKES COMPACTION OF SOIL AROUND ION EQUIPMENT. L. Cts f CfVU r cfvE,c f v DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED 8Y OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN TREES) NO SCALE t---- REFER TO TREE STAKING DETAIL I VAR[ S ROOTBALL 4•` BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM 'P -CANT PIT EXCAVATION IF LOOSE. IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS. COMPACT BACKFILL IN LIFTS BY FOOT. WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. ROOTBALL PIT SECTION LD001 N.T,S. County of.` lbemirr•le. i;omervation Plan Checklist—"To be placed on.Landscape Flaws Hundbook, pp Sof-284-1:11-297 for Complete specificatierm) 1. The following Reins shall be shown ou the elan: Z1 Tj-ees to be saved, I&1 Larrits of clearing (outside dripline of trees to be:aved), I'mation and type of lnruleutive fencing„ to ret Ile changes retluirirrg tree, wells ear walls; L1 Proposed trenching or tunneling beyond the limits of cleating. Z, Markines: Q :alt trees tet be saved shalt be martial witb 1mut er ribbon at a heiflrt cleaiy risible to equipment. operators. Q No grading shall begin until tite tree rrsal dct has been inspcQted mid approve1 b} a County Impectim 3, Pre -Construction Cotrferenee: ZI Tree preservation and protection measures sltall be reviewed with tate matractor zrrt site. 4, Eguilament g2eration and Storage: rleavy equipment, uelacialar traffic and storave of curistmotion matswiab i cle 4mg soil, ,,hall not be. perrrutted xvithin the rltiphne:; of trees to be save 1 5, Sail Erosian and Storutwater Detentton Devices: unh devices shall not'advenely ali'e.et trees to be saved. 6, Fires: ZI Fires are not permitted NOCn 140 feet of the dripline of trees to be savc,& 7. Toxic 141aterlal%: I Tome m:ateiials shall not be stored 1x2ihin 100 feet of the dripline of trees to be save: -i. S, Protective l+melee. Trete to be retained a ithin 40 feet of a prcpOsed bi0d ng Jaz grading, activity shall be protactIed bu Being. Fencing shall be in place and Shaul be inspooted and approved by a County Inspector prior to gra&ng or comstruction, Tree Wei Is, Ll When tine ground level muq-t be raiscd within tho dripline of a tree to be saved, a tree vvoll shall be provided and a construction detail subrtvtted for approv.A_ 10. 'Free w alky E When the ground level utast be lowered within die driplina a tree to he saved, a tree wall ::hall be prow deck and a constmation detail submitted fear approval. 11. Trenching. and Tunneling; ZI Wlica trendiing is required witluit tile, limits ofCIO azir , it h.all be dorm d, tar wi y froze the uritis of tim-s as possibl4, °Ittzu -keg under a large tree shall be cowldered w, aro alternative wben itis aailicapated that ncocssaay trenchi g will destroy Peder roots. M Cleanup. Protective ftneing shall be the last items removed during ttie final dew1up. 13. Damagged'i x. Damaag trees sliall lee tm-Etecl irnmecliately bye pr aiung, fertibzation or other methods recmmierided by a tree specialist. N+ TF. JI)VVFLOFVL L?S RFN_P0 _, iSlKIL1' Y TO CONFY lt'ti 1 L'H THE: CONTRACTOR ON TKEE CONSER AF ON REQU[R MENT5. 07123/18 COhTRA l F xRCftASkR 514INATLtR (DAT Et) 511/06 Page i of 1 ff W0 TH SCOTT R. COLUNS 4 No. 30791 rs. Z LU 0 h F- in rdy J CL Q Z LU U_. a Z a 0> U UjJ H CONAL cococo LU CDQa Ul Z µ-O 6 Z_ W Z CD Z t, W O ( n Z o j N o v o 0 C L Q: o CL C: CO U Uj o = a Q L NmL a v x U Nv o a }, L o a c p O E z ua o c C O O . 2 U c z w O W U Z Z Ld r, a v o E 0 v ' C vo LL o0) O CO U o X a) Eo 0 G En ?_ U, O 0) tri l— -o D C U) U U JOB NO. CO w 092033 In SCALE o AS NOTED a a L L SHEET N0.in all a Original Proffers _X October30,2014 PROFFER STATEMENT ZMA No, 2013-016 Avinity ll Tax Map and Parcel Number(s): 09100-00-00-016A0f, 09100-00-00-016CO, 091.001-00-00-01. 0}, and Vortiou of 09100-00-00-01400. Ow iier(s) of Record: Wallace B. Hughesi Mass Acquisitions, LLC; and Avon Properties., LLfC Date of Proffer SiApature, October 30, 2014 13.453 acres to be rezoned from R-1 8; P" to)?RD Wallace B. Hughes Is the owner of Tim Map acid Parcel Ntimber 09100-00-00-D16A0;; .Moss Acquisitions, LLC is the owner of Tix Map and Parcel Number 0910040"00v016CD,, and Avon Properties, LLC is the owner of Tax Map and Parcel Number 09100-00-00-016rto and 09160 -Woo - 01400, a portion of which is subject to this zoning map amendment; all the owners of such parcels are referred to herein., wilectively as the "Owner" and the parcels are referred to herein colleotivelly as the Property., " The Property is the subject of the rezoning applioation_ZWiA 2013-016, for a projiect to be lmown as "Avidity B" (ilia 'Troject"), which includes an application plan prepared by Collins Engineering entitled, "Avinity 11 planned Residential Development .(PI D) A- pplication Plael ana "With latest revision date ofOctober 13, 2014 (the "Application Plan!). Yursuairtto Section 33 of the Albemarle County Zeroing Ordinance, the Owner hereby voluntarily, proffers the conditions listed below which shall be applied to, the Property if it is rezoned to the zonlalg district., identified above. These conditions air, proffered as a part of the, proposed rezoning, and thie Owner' acknowledges that llit conditions are. reasonable, I. C951i IL(Iffel" for Capital hauroygmefits 1!rQiqgts_. The C)wnp.T shall contribute cash on a per "inarket-raft" dwelling unit basis in excess:of the number of units that are allowed by right under the zoning in edstence, at the time of this zoning map amendment for the purposes of addressing the fiscal impacts of development on the Courrty'$ public facilities and infrastructure, i.e., schools, -public safety, libraries, parks and transportation. For the ptuposes of this ProMr 1, the number of units allowed by right under the applicable Zoning is twelve 12). A"inarket rate" unit is any unit in the Project that is net considered an Affordable DwelEug Unit as defined in Proffer 2. The cash contributions shall be Twenty Thousand, Four Hundred Si,* and 571100 Dollars ($20,4%57) cash for each single family detbohed dwelling unit, Qthorthan an Affordable Dwelling Unit within the Project. In othor words, the cash contributions for the "market rate" single family units slial I begin after a building permit for the twelfth (12) r4arketrate'unitis obtained. The cash contributions shall be Thirteen Thousand Nino hvu&vd thirteen, and 18/100 Dollars ($13,913.18) cash for each single family a4aohed or townhouse dwellingunit, other than am Affordable Dwelling Unit within the Project qualifying as such tinder Proffer 2. The cash contribution shall be paid at the time of the issuance of the building permit for each view unit,. unless the tinning of the payment is otherwise specified by state law. Page I of 4 within the Property, the Owner shall be relieved of installing speed bumps, iand this Proffer 4 shall be fully satisfied. This Proffer Statement may be executed in any, number of co-onterparts, each of which shall be all prig Taal and all of whidb together shall constitute but one and the same instrument. WITNESS the following signatures: OWNER: Mass Acquisitions, LLC, a Virginia limited liability company 1C, R. Coran. Caps . haw, President WallaceA Hughes By, Wallace 8, Hughes A:Yort Properties, LLC5 a Virginia limited liability company By; R, Coran Capshaw, President Page 4 of 4 2. Affordableflovijugr The Owner shall prqvide affordable housing equivalent to fifteen pe=,-irt (15%) of the total residential units constructed on the Property. The Owner or its successors iii interest reserve the right to, meet the affordable housing obJective, through a variety of 14ausing types, or tluough cash watributions, as mor, particularly described below. For the purposes of this Proffer 2, "Affordable. DweRing Unit" shall racan any unit affordable to lionseholds with incomes less than eighty percent (90%) of the area Jrom twee suchmedian, income (as determined a to time by this Albemarle County Office of Hot sit - that housing costs consisting of principal, interest, mal estate taxes and homeowners insurance, (PITI) do not exceed thirty percent (30%) of the gross household income; provided, howeverithat iTf no event shall the selling price for such affordable emits be more than aixty-fiva percent (65010) of the applicable Virginia Housing Dryclopmant Authority (VHDA) maximum sales price/loan limit for first-tinie homebuyer programs at tho beginning of the 180 -day period iefarmoed -in Proffer 2(A)(1) hereof; (the ""HDA A. Por -Sale Affbrdablo'Jjw_ellijig Units The Owner may meet the 150 o afi6rdabie housing objective by constnicting all or a portion of the Affordable Dwelling Units, The Owner shall impose by contract the responsibility herein of constructing and selling the Affordable DwellingUnits to ally subsequent owner or developer of the Property (or any portion thereof). Such subsequent owner(s) and/€ar developer(s) shall succeed to the obligations of the Owner under, this Proffor 2; and the term Owuee'shall tefer to such subsequ'ent owner(s) and/or developer(s), as applicable. 1) R—olo of County Housing Office. All purchasers of the for -sale Affordable Dwelling Units shall be approved by to Ardemarle, County Housing Office or its designee (the "Housing Office"). At the proposed time of construction of any Affordable Dwelling Unit, the Owner shall provide the Housing Office a period of one hundred eighty (190) days to ideutify and approve an eligible purchaser for such affordable anii, Tine 180 -day qualification period shall -commen= upon written notiep frorn. the, Owner to the. Housing Office of the approximate date the Unit is expected to receive a certificate of occupancy from the County (the "Notice?). Such Notice shall be given no more than ninety (90) days prior to the expected issuance of the certificate of occupancy, and the 180 -day approval period shall extend no less than ninety (90) days after 10 issuance of the certificate of occupancy. Nothing in this Proffer 2 shall prohibit the Housing Office from providing the Own" with information on income eligibility suffloiont for the Owner to identify eligible purchasers of Affordable Dwelling Units for approval by the Housing Office. 1 during the 180 -day qualification period, (I) the, Housirtg Office fails to approve a qualified Purchaser, or (ii) a qualified purchaser fails to execute a purchase 'contract for an Affordable, Dwelling Unit, then, in eitlici- case, the Owner sball have the right to sell the Unit wiffiout any restriction on sales price or income of the purchaser(s), and such unit shall be counted toward the satisfaction of this Proffer 2. This Proffer 2 shall apply only to the first sale of each of the for - sale Affordable Dwelling Units, For the purposes of this Proffer 2, succi Affordable Dwelling Units shall 1cp deemed to have been provided when the subsequent Ownerlbuildor provides written notice to the AlbernarJe County Office qf Housing or its designee, that the unit(s)'will be available for sale, 2) `° c 'fig.Bach subdi ision dvplatan site plan for land within the Property shalL 1) designate the lots or units, as applicable, that will constitute Affordable Dwelling Units within such subdivision plat or site plan and ii) contain a running talley of the Af[brdable Dwelling Units either conSttUCtCd or contributed for under this Proffer 2. B. Cash In Lieu oz Qcirstruqting AffgrdableDwgll1i1g Units If at any time prior to the Coutty's approval of any initial -site plan or subdivision plat for the Property whioli-irioludes one or more I age 2 of 4 within the Property, the Owner shall be relieved of installing speed bumps, and this Proffer 4 shall be fully satisfied. This Proffer Statement may be executed in any number of couriterparts, each of which shall be an original and all of whirh together shall constitute but one and the same instrument. WITNESS the following signaturcs: OWNM Moss Acquisitions, LLO, a Virginia limited liability company 13y: Alan R, Taylor, Manager Wallace B. Hughes By: oa, J/,Z e v )./",1 Wallace ]3,'Huglies Avon Properties, LLC, at Virginia Ifinilrd liability oompauy By; Alan R. Taylor, Manager Page 4 of 4 for -sale Affordable Dwelling Units, the Housing Offl",ifforms-the than -current Owner in writing that it may not have a qualified purchaser for one, or more of the for -sale Aff6rdablo Dwelling Units at the time that the then -current Owner/buildoT expects the units to be completed and that the Housing Office will instoad acceqpt a. cash contribution to the Housing Office to support affbidablo housing program ' in tat, amotmt of Twenty-one Thou mid One Hundred Twenty -Five Dollars in lieu of each. Affordable Dwelling Unit(s), then the then -current Qwnerftniilder sball pay such- cash contribution to the County prior to obtaining a certificate of occupancy for the unit(s) that were originally planned to be Affordable dwelling Units, and the then -current Owrier/builder shall have the right to sell the unit(s) without any.yesiriation on siles price or income of the purchaser(s). C. Prior to the issuance of the forty-eighth (4801) building permit for a market rate dwelling unit within the Property, the then cuffent Owner/builder shall obtain certificates of occupancy for (or make an Affordable Housing Credit ayment an accouni of) seven (7) Affordable Dwelling Units within the Property. Prior to the issuance of the njudy-sixth (96th) building, permit for a market rate dwelting unit withiri the Property', the thou-ourrent Owuerlbuilder shall obtain certificates of occupancy for (or make an Affordable Housing Cash Payment on aceoruit of) seven (7) additional Affordable Dwelling Unit' within the Property. Prior to the issuance of the final biiilding permit for a market rate dwelling unit within the Property, the Owner shall dbtiin certificates of occupancy for (or make an Affordable Housing Cash P Erynient on account of) all of the remaining required Affordable Dwelling Units within the Proporty. 3. 9QLt lridex, Beginning Jarivary 1, 2015, the. ainounit of each ,ash contribution required by Proffers I and 2 shall be adjusted annually until paid, to reflect any increase or decrease for the, proceeding calendar year in the Marshall and Swift Building Cost Index (`MS)r). The annual adjustmeril shall be made by ultiplying the prof[ered cash contribution amount due far the preceding year by' a fmotion, them numerator of which shall be the MSI as of Dec -ember I in the preceding calendar year, the denominator of which shall be the MSI as of December I in the year preceding the calendar year must recently ended (the Annual Percentage Change?), By iyay of example, the first annual adjustment shall be $20,460.57 x 2015 MSV2014 TYS1. Each annual adjustment shall be based on the amount of the proffered cash contribution due for the immediately preceding year based on the formula contained in this Proffer 3 (the amount derived from such fornititaL shall be referred to hereinafter as the "Cash Contribution Due'), provided, however, in no event shall the cash contribution amount paid by the Owner be, less than 20,460.57 per single family detached dwelling unit. and $13,91318 per single, family att e-ohei or townhouse dwelling -unit under Proffer I or $21,125.00 per Affordable Dwelling Unit under Proffer 2 (the Minilnum Cash Coritribution). The Annual Percentage Change shall be calculated each year using the Cash Contribution Due, even Though it may be less than the Minimum Cash Contribution, HOWEVER, the amount paid by the Owner shall not be less than the Naimum Cash Contribution, For each, cash contribution that is being paid in increments, the unpaid incremental payments shall be correspondingly adjusted each year. 4. Road lingrovemenifi. If requested by the Avinity Home Owner's Association, (' HOA" ), and so long as such request meets all requxernents of applicable health and safety rules or regulafions of the County and its emergency response agencies, the Owner shall install traffle calming, speed humps (or raised cross- walks) in up to four (4) locations along Avinity Loop, generally in the areas shown on the Application Plan. The Avinity HOA shall have -tvvo (2) years from the issuance of the forty-eighth (48th) building permit for a market rate dwelling unit within the Property to, request that the Owner install such traffic calming speed humps along Avinity Loop, If the HOA does not requett speed bumps as provided herein, within (2)ye&Tsof the issuance of the forty. eighth (48th) building permit for a market rate dwelling unit Page 3 of 4 RESOLUTION TO APPROVE SPEC. LAL EX CEPTIO NS TO VARY THE APPLICATION PLAN FOR Z--,,NtA 201.3-1.6 A'VICITY ESTATES WHEREAS. the Owner 9t`Ta_x_%Map Parcels Number 09100-00-00-01400 (portion), 09100-00-00-016A0, 0().100-00-00-016CO,,incl O9tOO-OO-oO-GlOEO (tltQ "Propetty") riled rcqukst-s ror special excvptions tea vary the, i*plication Plan approved in conjunction witli7,4Ii 2013-16,ivirlity Estates tareduce the width of the landscapmig maintenance and access; tmcmcnt from ten (10) feet to six (6) feet arid. to reduce the depth of thc front }nerd sctbac1,bdNvccn tho sidewalks and dwelling units train eivwiteeo(let fit tQsix (6)f, -t1, NOW, THE-REFORE, BE ITRESOLVED tha4 upon considtzation of the forcgoing, thr, Nlcmoraadum prepared in conjunction with the special ex"-pfion requuso; and the attachmcnib% thereto, including staff's supporting analysis, arol all of the factors relevant to the special exceptions a AAbemarle County Code §§ 1"I5.53, 18-'15, aad 13-33,9, the Mbcauxcle Counaty Board of supen,isors heft:by :approves the special exceptions, to vary the Application Plan approved in conjunction with ZIN4A201-34-16 Avinity Estates as &-scribcd above, sulr:Iccllo the condition(s) attached lxrdo. 1, Claudette, K, Borglrscn, do hcrk:t)y cQrtify thatthe foregoing writing is a trtle;, corrwt copy of a Resolution duly adopted lay the Board oat Suprvisors of Albmartc County. Virginia, by a vote of to as rocorded below, at a regular ineding held on Lky Nay Xk. Dill 141, Gquawav IMS. N11-111ek- --- - ____ - Nis. IMcKecl INIS, Nhncr NIr. Randolph 1 . . ........ - - -- --- ClcrL, Board of County Supervisors TH SCOTT R. COLLdNSZ b --q No. 35791 1 101VAL N C)Z Z 0 FLU - 0- 0710I W CF) C 4 Ce U C Z A LL1 LL C J Z Z D 0 z 0 Z R, N 0 r- Cn 1. A modifed front vard setback- of si% (6) fed may he applied to portions of dwelling units that are not garages; but shall not lie applied in an waywhichre mutts, being 1Ysulany2arapbIackless than LLI U) r_ J U A 6ghteen (18) feet from the sidewalk irt order to emtwe trial w ehr lc parked in the drivewayand inW Z n I - 2a-) - Z X L UJ Z Ice L A modified front yard setback of six (6) f"t shalt not include, any encroacluncn other than a ,enc (1) N C)Z Z d- 001" 0_0(3 K 0- 0710I W CF) C 4 of 2 LLI LLJ ZN14 2013-16 Avinify Estates.- Special Exception Conditions Cc CN WV) E Z Z D 0 z 0 Z JLL _J N W P-4 r- Cn 1. A modifed front vard setback- of si% (6) fed may he applied to portions of dwelling units that are not garages; but shall not lie applied in an waywhichre mutts, being 1Ysulany2arapbIack less than cro 6LU JJ 0 6ghteen (18) feet from the sidewalk irt order to emtwe trial w ehr lc parked in the drivewayand inW Z n I - 2a-) - X 0 0 front of the garage do not absitruct, the sidewalk Z C) A modified front yard setback of six (6) f"t shalt not include, any encroacluncn other than a ,enc (1) V J Z2. fl ,ten az foot maximum encroachment for roof overhangs, in order to maintain sufficient space far the be located foot MEN=0 to within the six (6) lantheaping easeakeiii'Thrr C C) misting four (4) foot enctoaclituent of all rear setbacb and one (1) foot encroaclunent ofside yard tbac6 die ZXIA-2013-00016 in W 0CN specified on approved application plan shall runain vffict. L9 0 E - oZ3, The width tit the landscaping maintmance and access easenientshallbe no less than six (6) fm -t- F - Q 0 F__4 t -u 0 CL LL X 3 0UJ0 LIJ U 0 3: c) 0 W JOB NO. U) v' LUC') on Z3 VJ Z U) 0- 0710I 00 FY 0 0 LLJ Cc WV) E Z LLI Z JLL _J N W P-4 0 LL 0 cro 0-00 >, Z n I - 2a-) - VJ CL 0- 0710I Cc N W 7 o C) X E C C) rn Z3EZCL) 0CN 0 E - Q LLI t -u LIJ 3: 2 0JOBNO. 092033 v' SCALE NIAc U) 0 SHEET NO. 10 coa)= F_ a SECTION #3. JJa 580 L - ------- --------- ------ ------- ---------- T 570 570 7 ----- ---- 4-, 560iL Ii 560 -------- F– F ---- -- I55 L 540 -------- E -------- 0 5205.2 0 J 5-10L 4 5005004 ------ ------ 6—'W -ALL - TIN G -- A 4- WD - GARED EXIE A I AK[D 90490 - - --------- 480 L 77 T- F OOL 4 8 0 A ------- L FUp F F ------ ---- ------ -------- --- F— LLJ LU LO 0 ED 00 j -j C14 0 14 - LU LU :D , L6 LO 4 (6 :,.j L c6 C4 co 10 -t 14- ro CNJM m co RD 30 L0 L(-) LC) U') Lr) L0 Lc) Lc) LO LC) L0 i-0 ul --t --t W LA - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 6,10 5+00 5+50 6+00 6+50 SECTION #2 I 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+5011+75 r H () SCOTT R. COLLINS''Z- D No. 35791 IONAL Y' Owj LU 610 co 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 SECTION #3 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0012+25 U) jjj Uj < U) 5= 37p (/) c/) 0 7-i z C) ui AP c) LLJ V 0 CALE, j, 00 C-) j U - - ----- -- ----- - LU UF =ER-------- 1010 - - - -------- - LLJ JA u I 0 0 -4 - D 490490 ---- - -- ----- - t= U) LJ -z7, 4- t T -4- - i VI 41 71P w W r-- Ln n C) 0 JJ 0 F Lli 0-) C6 m r,: C) P6 F, 06 co c D3W K) CA rD co Ln L0 4-) LF) > to Lc) U') U Lc) LO W Ll - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SECTION #4 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+5010+75 JOB NO. 092033___1 SCALE 0 LU Ln U) LU 0 LL -- j c z z 0 ca D V) U) E u Z u LU U 3 ce F u c LU 610 co 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 SECTION #3 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0012+25 U) jjj Uj < U) 5= 37p (/) c/) 0 7-i z C) ui AP c) LLJ V 0 CALE, j, 00 C-) j U - - ----- -- ----- - LU UF =ER-------- 1010 - - - -------- - LLJ JA u I 0 0 -4 - D 490490 ---- - -- ----- - t= U) LJ -z7, 4- t T -4- - i VI 41 71P w W r-- Ln n C) 0 JJ 0 F Lli 0-) C6 m r,: C) P6 F, 06 co c D3W K) CA rD co Ln L0 4-) LF) > to Lc) U') U Lc) LO W Ll - 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SECTION #4 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+5010+75 JOB NO. 092033___1 SCALE