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HomeMy WebLinkAboutSUB202100125 Plat - Submittal (First) 2021-07-06GENERAL NOTES OWNERS: TMP oggoo-oo-oo-oogoo GALAXIE FARM INVESTMENTS, LLC 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA 22902 TMP oggoo-oo-oo-oi5oo GALAXIE FARM INVESTMENTS, LLC 600 EAST WATER STREET, SUITE H CHARLOTTESVILLE, VA zzgoz DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA zzgoz TAX MAP: 09100-00-00-00900 D.B. 5445, PG. So 5.og ACRES 09100-00-00-01500 D.B. 5445, PG. 54 8.27 ACRES ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH ENTRANCE CORRIDOR OVERLAY DISTRICT (EC) AND MANAGED & PRESERVED STEEP SLOPES OVERLAY DISTRICT PRD ZONING WAS APPROVED BY THE BOS ON DECEMBER 4TH, 2019. TOTAL PROJECT AREA: oggoo-oo-oo-oogoo - 5.og AC. 09100-00-00-01500 - 8.27 AC. TOTAL =13.36 AC PROPOSED USE: 65 TOTAL DWELLING UNITS (43) SINGLE-FAMILY DETACHED UNITS (6) TOWNHOUSE UNITS W/ ACCESSORY UNITS (12 UNITS TOTAL) (io)TOWNHOUSE UNITS NOTE: THE TYPICAL NUMBER OF BEDROOMS IN THE TH UNITS WILL BE (3) BEDROOMS. THE (6) BASEMENT ACCESSORY UNITS WILL BE i BEDROOM UNITS & THE UPPER TH UNITS WILL BE 2 BEDROOM UNITS. (10) -3 BEDROOM UNITS, (6) - 2 BEDROOM UNITS, & (6) 1 BEDROOM UNITS THE SINGLE FAMILY DETACHED UNITS SHALL HAVE (3) OR (4) BEDROOMS. ALLOWABLE DENSITY: 65 UNITS PER APPROVED PRD REZONING & APPLICATION PLAN 65 TOTAL DWELLING UNITS/i3.36 ACRES = DWELLING UNITS/ACRE PROPOSED DENSITY: 65 DWELLING UNITS/13.36 ACRES = 4.42 DWELLING UNITS/ACRE OPEN SPACE: REQUIRED: 3.83 ACRES PER APPROVED PRD REZONING & APPLICATION PLAN PROVIDED = 4.3iAC OPEN SPACE A: o.i4 ACRES OPEN SPACE D: 1.25 ACRES OPEN SPACE B: 0.44 ACRES OPEN SPACE E: 2.44 ACRES OPEN SPACE C: 0.04 ACRES NOTE: OPEN SPACE TO BE OWNED AND MAINTAINED BYTHE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR COMMON USE OF LOTS OWNERS IN THE SUBDIVISION. RECREATION AREA: OPEN SPACES D & E SHALL PROVIDE PASSIVE RECREATIONAL AMENITIES, INCLUDING A WALKING TRAIL ALONG THE STREAM AS SHOWN ON THE SITE PLAN SHEETS. ACTIVE RECREATION SHALL BE PROVIDED WITHIN OPEN SPACE B, INCLUDING A GRASS RECREATIONAL FIELD, MEETING AREA, AND PLAYGROUND EQUIPMENT. TOTAL RECREATIONAL AREA REQUIRED: zoo SF x 65 UNITS = i3,000 SF (0.3o AC) TOTAL RECREATIONAL AREA PROVIDED: 19,167 SF (0.44 ACRES) BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 35 FEET PER PRD REZONING APPLICATION PLAN SETBACKS: FRONTSETBACK: 5'MIN. SIDE SETBACK: 5' MIN. REAR SETBACK: 20' MIN. GARAGE SETBACKS: 18' MIN. NOTE: FRONT LOADED GARAGE UNITS THE PORCH OR BUILDING FACE SHALL BE A MINIMUM OF 3 FEET CLOSER TO THE STREET AS MEASURED FROM THE FACE OF THE GARAGE DOOR. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: MOORES CREEK AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: BOUNDARY AND TOPOGRAPHY INFORMATION WAS PROVIDED BY ROGER RAY & ASSOCIATES, INC IN FEBRUARY, 2020. FIELD VERIFIED BY COLLINS ENGINEERING IN FEBRUARY OF 2021. DATUM: NAVD88 EXISTING VEGETATION: PARTIALLY WOODED WITH (2) EXISTING RESIDENTIAL HOUSES PRESERVED/MANAGED SLOPES: MANAGED AND PRESERVED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET 2 FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PARKING: TWO (2) OFF-STREET PARKING SPACES ARE PROVIDED FOR EACH DWELLING UNIT AND (i) OFFSTREET SURFACE PARKING SPACE IS PROPOSED FOR EACH ACCESSORY UNIT. ADDITIONAL PARKING SPACES PROVIDED ALONG THE PROPOSED ROADWAYS. PARKING REQUIRED: 59 RESIDENTIAL UNITS = 118 PARKING SPACES 6 ACCESSORY UNITS = 6 PARKING SPACES 22 ATTACHED UNITS x (i PARKING SPACE/4 UNITS) = 6 SPACES TOTAL PARKING REQUIRED: i3o PARKING SPACES PARKING PROVIDED: GARAGE PARKING SPACES: 53 GARAGE PARKING SPACES DRIVEWAY PARKING SPACES: 65 DRIVEWAY PARKING SPACES SURFACE PARKING SPACES: 6 SURFACE PARKING SPACES 6 ONSTREET PARKING SPACES: 6 TOTAL ONSTREET SPACES TOTAL PARKING PROVIDED: i3o SPACES BUILDING SITES: EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LAND AREAS: OPEN SPACE: 187,744 SF 4.31 ACRES (32.3%) LOTS: 265,375 SF 6.og ACRES (48.36%) ROW DEDICATION: 128,464 SF 2.95 ACRES (22.1%) PROPOSED IMPERVIOUS AREAS: ROADS: 6o,634 SF SIDEWALKS: 21,500 SF BUILDINGS, PATIOS/DECKS: io8,37o SF DRIVEWAYS: 22,940 SF TOTAL IMPERVIOUS AREAS: 213,444SF (4.9ACRES) BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THIS PROPERTY. FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO426D DATED FEBRUARY 4, 2005. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 4o' ALONG THE ROADWAYS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH SERVICE: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED PROFFERS. TOTAL PROPOSED NUMBER OF AFFORDABLE HOUSES: 10 UNITS SEE LAYOUT SHEETS FOR LOCATION OF AFFORDABLE UNITS. PHASING: THIS PROJECT SHALL BE DEVELOPED IN ONE PHASE. GALAXIE FARM -INITIAL SITE PLAN I ftftftftft & PRELIMINARY PLAT SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA TMP: 09aW-oo-00-0v3oo OWNER: COUNTY OF ALBEMARLE SCHOOLBOARD ACREAGE: v5.96 AC ZONING: Ra RESIDENTIAL D.B./PG.: vo96/737 ogiA-oo-oo-owEo xae�.: : AVI N ITY ESTATES, LLC z.a4AC ZONING: PRD-RESIDENTIAL D.B./PGSa24/676 GRAPHIC SCALE ( IN FEET ) I inch = BO It. 1 \ TMP: OWNER: MM-oo-00-0=0 COUNTY OFALBEMARLE ACREAGE: SCHOOLBOARD v5.8o AC r ' ZONING: D.B./PG.: Ra RESIDENTIAL g58/620 ,0, �. 'or 10, y TMP: SCOTTS ILLE O OWNER: SCOTTSVILLE ROAD HOLDINGS, LLC ACREAGE: a.aa AC ZONING: Ra RESIDENTIAL D.B./PG.: 32571702 / BURIAL SITES NO CEMETERIES WERE FOUND DURING A FIELD INVESTIGATION OF THE SITE. STREAM BUFFERS: THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE BUILDING SITES LOTS 1-59 SHALL EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1. OF THE ALBEMARLE COUNTY ZONING ORDINANCE. PRIVATE STREE T:• VERA RUBIN PLACE IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAY AND WILL NOT BE MAINTAINED BY THE DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. OFFSI7E DISTURBANCE. OFFSITE DISTURBANCE IS PROPOSED WITH THIS PLAN ON THE ADJACENT AVINITY ESTATES PROPERTY, WHICH IS ALSO OWNED BY THE SAME DEVELOPER. TMP: 091oo-00-oo-m000 OWNER: COUNTY OFALBEMARLE SCHOOL BOARD ACREAGE: 8.33 AC ZONING: Ri RESIDENTIAL i D.B.1PG.: a979/o44 / sfti �O 0 110, ' O / �� �sF ♦ is /a JI'7CC 1 LAT VV 1 SCALE: 1" = 801 o I bOJ 1 'o - - -- I � t Sa s' 0 / a 0 < o o > r > 3 1 I 1 r!.. ,.• �. ..a.:i.'r�..::..::•::..::�.::..:•.::.:::•::::::�::::::i::ri�'. ... .. t M AL �N /cJ ME GENERAL BUILDING DEPARTMENT NOTES: 1. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 2. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA UNDERGROUND Q Q , PROPANE TANKS MAY BE PROHIBITED. THE BUILDER/DEVELOPER SHALL PLAN ACCORDINGLY. J. RETAINING WALLS GREATER THAN 3' IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4' IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS CROSSING LOT LINES REQUIRE AN EASEMENT 4. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT NOTES: 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) ONLY (1) DWELLING PER LOT SHALL BE PERMITTED. 3) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 40' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. 4) THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 5) ROADWAYS AND PAVED CIRCULAT70N AREA = 60,634 SF. 6 JO 70 RICHMOND Q --� INTERS�P�E 6 PIEDMONT VIRGINIA COMMUNITY COLLEGE MILL CREEK MONTIICCELLO HIGH LAKE REYNOVIA . SCHOOL Q� CALE ELEMENTARY A SCHOOL THIS PROJECT MILL CREEK f/J� •(E2o SOUTH O� EL0 P VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN 4 SITE PLAN 5 SITE PLAN 6 SITE PLAN NOTES, DETAILS, & PROFFERS 7 UTILITY PLAN 8 UTILITY PLAN 9 GRADING & DRAINAGE PLAN 10 GRADING & DRAINAGE PLAN 11 NOTES & DETAILS 12 STORMWATER MANAGEMENT PLAN 12 TOTAL SHEETS LEGEND EDGE OF PA (VEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETA77VE/LANDSCAPE BUFFER _----------- GREEN WAY BUFFER -- -- PROPOSED EASEMENT Q DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE BENCH MARK v VDOT STANDARD STOP SIGN 61 PROPOSED HANDICAP PARKING SPACE K PROPOSED ASPHALT STRIPING ------------ 200------------ EXISTING CONTOUR 200 PROPOSED CONTOUR 506.71 Tc 506.21 EP PROPOSED SPOT ELEVATI0N TBC DENOTES TOP BACK OF CURB T/B DENOTES TOP OF BOX 506.71 TW 506.21 Bw PROPOSED SPOT ELEVATION TW DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES PEDESTRIAN AND VEHICLE ACCESS PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO Qo OO 100 YR. FLOODPLAIN TRIP GENERATION CALCULATIONS SCALE: i"=ioo' TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (1oTH EDITION) 43 SINGLE FAMILY DETACHED UNITS (CODE 210) TOTAL ADT: 4o6 VPD (203 ENTER/ 203 EXIT) TOTAL AM PEAK: 32 VPH (8 ENTER/ 24 EXIT) TOTAL PM PEAK: 43 VPH (27 ENTER/ 16 EXIT) 22 MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 TOTAL ADT: 162 VPD (81 ENTER/81 EXIT) AM PEAK: 10 VPH (3 ENTER /7 EXIT) PM PEAK: 12 VPH (8 ENTER/ 4 EXIT) APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT Lie. No. 0357911'n 7/5/21 Z O LLI In ce Z Z " g Ln w o_ 0 O Z r u O_ w ^ > w U W w Lz 0 L` I� M \ M H M W W N Q > I� Z H1 > LU I..LU L9W LL O W Z� O z 0 Wu J I LU Ul11--I W W J �i C7 Q LL N w I� X U O Q w aI �'Vj w u" JOB NO. 202194 SCALE 1 "=80' SHEET NO. 1 NOTES: 1. THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003CO426D ADOPTED FEBRUARY 4, 2005. 2. TOPOGRAPHY AND BOUNDARY SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES, INC IN FEBRUARY 2020. TOPOGRAPHY HAS BEEN FIELD VERIFIED IN FEBRUARY 2021. 3. PRESERVED AND MANAGED STEEP SLOPES ARE LOCATED ON THE PROPERTY AS SHOWN. NO PRESERVED STEEP SLOPES ARE IMPACTED WITH THE PROPOSED DEVELOPMENT. MANAGED SLOPES SHALL BE IMPACTED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS AND REGULATIONS. 4. 100' WPO STREAM BUFFER IS SHOWN. 5. EXISTING WELLS SHALL BE ABANDONED PERMANENTLY IN ACCORDANCE WITH THE VIRGINIA HEALTH DEPARTMENT GUIDELINES AND REQUIREMENTS, AND IN ACCORDANCE WITH 12VAC5-630-450. TMP: 09100-00-0o-012AO OWNER: THOMAS,DANNYBSR ACREAGE: o.51AC TMP: 09200-00-00-013.00 ZONING: R2RESIDENTIAL OWNER: COUNTY OF ALBEMARLE W\ : 176/131 ACREAGE: SCHOOL BOARD 15.8o AC ZONING: RI RESIDENTIAL D.B./PG.: 5258/620 N 76 °25' 14 EXISTING PROPANE TANK CHORD BEARING CHORD DISTANCE LINE RADIUS LINE LENGTH C1 S75040'51"W 149.57' 5689.58 149.57' C2 S76°48'59"W 25.09' 5689.58 25.09 C3 S73032'54"W 173.95' 1472.4 174.05' TMP: 09100-00-00-01000 TMP: ogioo-oo-oo-oo8Bo OWNER: COUNTY OF ALBEMARLE OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD ACREAGE: 8.34 AC -- ACREAGE: 8.33AC ZONING: RiRESIDENTIAL ZONING: RiRESIDENTIAL D.B./PG.: 1979/044 D.B./PG.: 3.979/044 y EXISTING POLE AND OVERHEAD .ISTING (TREELINE POWER LINES TO BE REMOVED J / EXISTING COUNTY g PRESERVED STEEP SLOPES j / EXISTING ioo' \ _ / STREAM BUFFER STING BUILDINGS \ / 7 ° BE REMOVED — / / / /Rs••/� ✓ / / / /F PROPERTY LINE / EXIS 1 0 R E D EE SLOPES • n ` EXISTING POLE AND OVERHEAD \ \ POWER LINES TO BE REMOVED / , ./ EXISTING SANITARY SEV EXISTING ROAD TO EXISTING I SCOTT /R. 001LINS'Z Lic. No. 035791,E A 7/5/214i TO BE REMOVED B B D L TD / , TO REMAIN Q v i^ EXISTING CULVERT TO BE REMOVED I < / / EXISTING GALAXIE FARM a Ste•. LIMITS OF PAVEMENT DEMO / / 9(z z) \ — r \ \ 1 / / % / J/ �j' / LANE ROW TO BE VACATED Z 0• F-- / EXISTING PAVED DRIVEWAY ,T zo' ROW, io' PAVEMENT / O 8 / D.B.1 8- o z PLAT O \ TO BE REMOVED / / ✓ \ 9 59 ,59 PROPERTY LINE 20 r` N PA ED DRIVEWAY, H s3 4 o i / u / /� s 3s w D.B.219-3S7 PLAT \ O BE REMOVED �� / 76°33'43"W D.B.zig-357 I I —Zzm s 7 o , 25 43' T E D.B.6zg-366, 368 PLAT Fi �04 s2,• / i _/ E 7 �'x EXISTING BOUNDARY /Neroa'o�'W — y �/ m N TMP: 09100-00-00-01300 \ / TO BE VACATED I --I .aF IEFA LA 364 / v / 175E M OWNER: COUNTY OF ALBEMARLE — \ - _ -- 52' SCHOOL BOARD ------ - / RM o°3' ACREAGE: 15.96AC S43° 953' — --- ---- / / / / I s�•s, 2p z)- / /W / (2 02 IF t7e.ts' S47°5745,,}E 126.95' ( l 4i" 4'�� ���e 7'4 1 I LJJ ZONING: RI RESIDENTIAL � � �— �_ � 6' 56 12 � O / D.B./PG.: lo96/737 �o \ / / / I EXISTING TREELINE / i " g� �$' / / IS F .r s � , ^ 4k, \ / h % / / TO BE REMOVED J EXISTING BOUNDARY =2 -200 E O j\� PORTION OF EXISTING GUARDRAIL\ V / / EXISTING FENCE � / / % TO BE VACATED s b F11 6424o I / / � ✓� TO BE REMOVED N , TO REMAIN j / /� / / l r r ` I / COUNTY DEFINED � (/ r J \ / ANAGED STEEP I y�o I I 1 (V EXISTING TREELINE /�`0 / / EXISTING FENCE SLOPES, TYP. w r / s� \ TO BE REEVED // / / �a / // / // / / / / / / 1 TO BE REMOVED hip > \l / (E) zo' PERMANENT ACSA 7 EXISTING FENCE z r / 1 Z TO BE REMOVED 1 `r / \ _ �/ / / / // / / j j / EXISTING EXISTING BUILDINGS I I SANITARY 79 90, 5) PLAT EASEMENT / f \ \ z l \ \ EXISTING TREELINE,- / / / / // / / CHANNEL OBE REMOVED _ _ I ( \ r \ \ TO BE REMOVED / ( EXISTING COW BRANCH STREAM \— ( >Lu EXISTING BUILDINGS C _ EXISTING GRAVEL DRIVEWAY J v W Q TO BE REMOVED TO BE REMOVED I TMP: og1Ao-oo-oo-000Bo / / / / / ( ( - rl I OWNER: AVON PROPERTIES, LLC / / / / / EXISTING FENCE O /ACREAGE: 0.83 AC / / / / / TO REMAIN �. ,� ZONING: PRD- RESIDENTIAL I / / / / "L/�' " ' I EXISTINGioo' U J // \ �,, D.B./PG.: 4894/228 — _ / / / / / ROPERTY LINE mo \ / STREAM BUFFER TMP: 09100-00-00-01800 RURAL t.J J �' OWNER: WOOD WENDELLW \ _\ACREAGE: AC U J ZONING:RURAL O c - .nT _ ��:-:. :-"- - , 1. _— 9 / /�/ D.B./PG.: 1727/674 J - / Mom— — — _ o� / / ��� �� `� w _ ivi / - \ EXISTING SANITARY- EXISTING UNDERGROUND ul C/� w SEWER TELEPHONE LINE_ —06c 6 8 ��� / - / v _TMP: og1Al-oo-oo-000Eo = _ —/ \ J — \ EXISTING 22" DIP \ OWNER: AVINITYESTATES,LLC= =� g WATERLINE W —,ACREAGE: z.z4AC � -� � ��TMP: o lo0-00-0o-o16Do / � / —\ 1 OWNER: SCOTTSVILLE ROAD 4 / -ZONING: PRD - RESIDENTIAL \ HOLDINGS LLC I BENCHMARKI--I I \ TOP OF SEWER / D B./PG.: 5124/676 _ ( / \\ ACREAGE: z.22 AC I / ) \ - �` ZONING: RI RESIDENTIAL _ \ I ' MANHOLE TMP: o lo0-00-0o-o16A1 / \ \� .B./PG.: 3z57h0z \ I OWNER: ALBEMARLE CARTER ELEV:473 345, ZONING: R RESMOUNT EINTIAL NS MANAGEMENT CO D.B./PG.: 348o/o68LL o w Lu Lu v IOB NO. 2 2194 � � � � � l o W �� r //// / GRAPHIC ALE SCALE / / ' 60 30 60 120 \.. 240 1" = 60' IN FEET ) SHEET NO. 1 inch = 60 ft. 2 J r � 6 \i \ v'Q. /I /' NOTES: i / 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION IVIAND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. q/ 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. © REPRESENTS ONE PROPOSED PARKING SPACE. ' \ ' '• ' ' ' '• ' '. ' ' ' '. ' j` 2 �\ 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". s • '.% +�2 � i 5 ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85 000 LBS ;e'' Off' i 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE OSCOTTAR. C1?LLINSZ j• ' ' '• i ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. U Lic. No. 035791,E 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. \ \ 5 \ I � . • ' • ' •00, • ' ' ' ' i 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. 7/$/21 cv4' /', • ', • ','• ",'• 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM 0 J. %. ' THE ENTRANCE CORRIDOR. SS ' ' ' ' ' ' ' ' ' ' • ' • ' ' 10. ALL SFA (TOWNHOUSE) UNITS AND SFD UNITS SHALL HAVE A MINIMUM OF A (1) CAR GARAGE. THE MINIMUM SIZE OF THE GARAGE SHALL BE 12' x 20'. _;==' �� /',• / THE AFFORDABLE TH UNITS SHALL HAVE SURFACE PARKING SPACES AND NO GARAGES. -12+24 1- ; ' • ' �t •• �; / - 11. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 12. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION T.M.91-10 /, • A' i PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR COUNTY OF AL,E,VIR D.B.1979-4446 GINIA DEMOLITION PROJECTS. 46 & 47 PLAT /.' t�• / ; 13. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT 'OPEN�', • ' 'r F i / AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS WITHIN THE NEIGHBORHOOD. ^ A,C'p•,'. / / / ; 14. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON j. /'+ • ' _ • / oo THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. / Nx 15. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEET 1A. / z' 16. EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7. �' �• / ) 17. DECKS MAY PROJECT NOT MORE THAN FOUR 4 FEET INTO ANY REQUIRED YARD PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN `. \ \\V.�' 1.5' PQ h SIX (6) FEET TO ANY LOT LINE. A 18. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT. ' 19. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE 1 / Q Q / PUBLIC SEWER THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN BRANCH OF THE BUILDING DRAIN OR 4 b • ' �' q} ��/ HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE / GjA \ ` I II LOT i i \^\ \ rA a w NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. A01' - -PEN 1 1 i O / z / Yl U Z o caY N76°2514" i 5g 4L ,- _ LOT /i Z w r '� i /r .y) / r06 \:.. \, r 8.. 1 .•/• r r/ ,;;\\��c. 2 q, 60.43 S ,,,-'.. ,\ \ . _ \ �\ 111 1; i /rr' Lor �` ` z z , l / /4�1 Q � � _ '��y v v v � r LOT _= �v 1 1� / �a' r' v H > u 12+10 r< v r LOT / ALPXIEFA gIIC RIW _- __.--._ _ _- , _ _ _ � ��+0p '. ' ". ,` %,' \/ �� / � .'•'' 'o \ PEN � \ 10 \ r _� \\\ \. rr a \` �\ i �/ \\ '.OPEN'. o \� \ \ \\ _ \ \ \ .fir *: .�/ \ Lu ,'SPACF�C'•' ' • ' • ', • '=I', • ','•• '�' ,� 6 ° 3' 4 " W� / • '.•• _ \\\ \\ \ _ \\ r \ ) •• /\ / LOT \ \\ �/ 2 4 5 3' IE •.�• n I '` \ \ '� 1 OUR \ _,_ _;- '. • 7•• '.Cll.• - � , � \ \ - * CURIE �I —� � ,,,,,� ; , 12+24 - r . ■, _ �' ' ". _ {i PLu UB f' % ••• •LLJ • • 40.' z. 3 / / v 1 r•'Sp.ActF) ' •/ \ './'. \O Y CD 1 LOT 1 13 \ $\'/j �.•' __� \ \ \ __-- 11 I �'. it 1 0 , ci% �r \ \ \ \ N 1 `v \ � � - ii vv �d v v v 1 11 11 Iv v v A v1 LOT p u 11 1 A 1 1.V .••�. •, �. � --� —_-- `AV LOT VA V AI 2 h� 11 IA D / J LOT u / .•1. / `tl , / \I I p0 \ +. \ \ I 1 II ASPEN — I-- 1\ \ [•�' — / �•;,. , _ — N M a r m O F +o GALAXIE FARM LANE �- — — --I — _ - - - - — 14+00 —lam 1 - ' PUBLIC RIW r 57 T • ANE ---_ W c\ A 4 L --- rt+o7 + I ♦ LSt A , .• I 3 , F LOT --- I O 54 • ' I d I '• ♦ + •O Ell , , a .. ','. III ----- 1 P , • ' ' I _ (V 15 — I ASPENi \ _ ♦ o'✓, + • , , , + •, , •, , ♦, , ,♦ , ♦♦ , ♦ 5 ACEA O LOT 55 ASPEN I — ---- '` � a ♦',•. M I ' � + .•(III . �i ' ,'�•, • 1/ I I I n — — I I S 4 'o — 9' - — P k1J I E -- _ W LOT - � LOT , I 1I _-----__, 1 r------ 17 S 7°57'45"E 126.95' LOT 6 �•SPrnCe9♦•• _ � _,_ I '., ••I,:W',',• •;!•♦' ,-� 1 1 42 ASPEN \ 1 I ____ 14' I I y 5 3 C__ I s, 11 I O\ I r -.';' --�—J I I -�•' \`-�iII I1 LI1 . ------------ LOT I -------- II I II I rII 1II1IIII wQ p— I ;rv' ♦. ♦,,. •, • . '♦ • . '♦ • .' . • , ' . • ' . • •' . • ' . • '• '. ' ". ' •'.,. / / �* , /\`� LOT Q// 1' '. • '. SPACE •,E''',�•J•yr '•' �' REDWOOD REDWOOD REDWOOD REDWOOD w QE 6 REDWOOD ASPEN ASPEN I I Zd••_� ♦ •��•♦•',, '' ', ,' ''�,'♦ •'•�` V'JW] LOT LOT LOT LOT I LOT 4- a LOT I O I I I I m.. / a ,/ %•' �. O LOT. LOT I I / LOT I - LOT O / .44 I I 0 I I 2 O 1 +'♦ F- 8 I I I � - I / I I 5 I 5 I \ 1 1 1 I I 6 I I I 47' I 4 I 49 1 5 I 4 53 I 4 I / \ Ii Ii I 59 ?y I � � : LOT \v ,'.%•, . I P I ---- 1 II ---- 1 ---- — -- 1 ---- — __II I ---- — --II I ---- — --I I W 8 , ,+ •','••♦ + ,� , t I I , . , . ♦ , . ,•�+• / \ � \ / \ � 17 I I I I 1 1 i I II I I I I I ----- ,• r `. \:, .�,'. U .` 1 1 ♦ L-- --------11 ---- — —— ----'� L • , 22+63-/ 9 00 18+00 - �` \ r , , • ','..•.,.. 0+00 1 +oo T \ % [� `zz+oo zi+oo I MARYJACKS_ONCOLO URT _ - o 8 r N' - e \ VAR. WID PUBLIC U LIC R/W , - �:5 +0 0 e I 0 - LOT e a Ln C/� \ .. .: .. , _•.... .. .. ... .. -, ,_. \ \ -. LOT es r� . , •, . ------ I I I I I I I I I I o / LOT r ♦ I I P --- I I I I I I I I I I I I I I I 1 v e` r� �•+' ' . =e h I I I e I I r I I I I I I I I I I I I I I I I I I \ '+•�' ' , I I I I I I L I r I I LOT LOT 1 LOT LOT \ • % • ' O L T li LOT O t LOT LOT LOT LOT 1 LOT LOT /• �' W 1 1 1 1 1 34 33 32 31 3c I 29 1 LOT LOT I - LOT I 8 6 35 1 LOT LOT 3 37 3 z8 zz _ 1 I LOT 4 z • ' r ' '. • '. • '. ' • '. • ', ••','• ' ', . 4c I 39 I I I I I 11 1 .. LOT z6 25 2 3 1 ASPEN ASPEN ASPEN + PEN ASPEN I I I ASPEN es I I __ ___ __ ___ 2 _ I ASPEN( —J _{ —J 7 ♦ , ♦ , ♦ ♦•'''•'♦ I ASPEN ASPEN ASPEN —_ _---1 -- 1 -- ---- I --1 ____. ---- ASPEN 6 , ♦ • , + • , '•'',,•',♦• _ ____ O , ♦ ♦ + t• is ♦ � I. 1 I I I I I I I I I —I I • I r' 1 1 1 1 1 1 1I 1I 1 I. I 1 aUNITSUNITS ♦•"'•• ASPEN_ I I I zuwrs •• ",,'♦ _ I 1 —_ 1 — — — I I I I I F I I I I I I a UNITS I — I I O I L _;_ .mow •' /' 58.58' O T.M.91-1-1E \ INITY ESTATES,LLC 3 5124-678-A PLAT D.B.4990-174 .B.4894-228 PLAT D.B 558-3 Fes„ GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. T.M.91-16D SCOTTSVILLE ROAD HOLDINGS,L D.B.3257-702 D.B.3480-44 & 45 PLAT 160 T.M.91-16A1+ zxxl/ co zx u Q z O H1 m V/ z I� 5 z J Uu CL C6 v z J J Q Q J LL LLJ W i 0 ,� V / Q H1 F1 G LL Lu J o Q w w a ccn IOB NO. 202194 SCALE 1" = 40' SHEET NO. 3 GENERAL SITE PLAN NOTES: - v' ' '' ' T.M.91-8B i. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER ,,/,,' COUNTY OF ALBEMARLE,V GI IA CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES \\ + BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL �\ D.B.1979-44,46 & 47 PL T CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED, 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. FUTURE CONNECTION - RIGHTOF // 1 I Ir- N WAY TO BE EXTENDED AND 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND a \ '-\ DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING DEDICATED TO THE PROPERTY LINE 5 \ \ - // / // \\ COUNTY DEFINED PRESERVED STEEP FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY LOT 7 / \\ SLOPES FOUND TO HAVE LESS THAN SHEETS TO ENSURE 4. SEE SHEET 6 OR LOTARITIVE DRAINAGE AND PROPER EAS, TYPICAL UI DING DIMENSIONS, IONS FOR CONSTRUCTIN.AND DRIVEWAY/GARAGE MINIMUM WIDTHS / '� // 52 \\ qo REPRS�TBPCK� \ \ PEN LOT Ilw 1 I 7 ryry // // \\ \ \ r z596SLOPES IN FIELD SURVEY \ ; AND DEPTHS. / / \ o. $ \\ 11 I I 7 / // \\ \ PRESERVED STEEP / 54 LOT ` \ LOPES VERIFIED WITH FIELD SURVEY \` LOT 9 22'X20 \p\\ II II / f /f<\\ /// \\ �i/•'+>, •'>'>•'+'>•'>'•+'•'•i'+'s>' GARAGE\+'i • • ' • ' • • i , • > // • +''\�^\\ .LOT IN. FOR SFD) \ 39' / // /� / ' +''+''+'' '' ' ' s' •' / / \ C 1 PRO'POSED PATIO OR DECK. PATIO$ + 10 \� \N \ \ // \\ \\\ /f i' 95 �' \ '• AI49 DEItKS A'RE ALLOWED TO' \ \ . \ \ i/ 5 :'. t �B\ \ //.�� / // \ ENCRQA'CH,INT6,THE'S,ETB)\CK A • i >'+ • '/> ' / + '+OPE W+i'++'i'> 0.. \\\ \) ) \ \\ \ \�/ u \ i!i �\ F�p ++NJAXIM,UM ',T,YP. ', i +i ,/ •+% +i i / LOT \ \ ,/ ,,''Z\ LOT\�\\ \ I ,•' , + ,•+ ,' ,i� • ii• • , ' ', '•. • 40. 4 •, i,ii •'i,i• ±ii>•iii •,iii, •;ii '+ >i' ,i •, � 12+00 I \ \ I , + , ,�> + • • • ', +i +i > � \ r MARIE CURIE COURT oo PUBLICRIW LOT 49 12+24 1 //;%s%p0 m Zo E \\ ?� - / / / ��' + 10 - \ CK ITY� / . �D SETBA \ ++ I _ I 7�P _-- - o, ---- •.6i PROPOSEDCG 6, + -SIDEYAR _— 1 \ ��.�� —� LI(v1bTS'�1RPROBO'SED PUBLIC \ * _ CK (TYPJ I TYP. + RIGFJT+O'F WAY, TYP. s pAct E'XIS+TINGOOW' '�I \ \ I. I 1 \ . t / / \v�. + + + + '� ++ + + + + ' + 'BRANCH 1 1 LOT I \ O i'.• i \ \ \ _ 1 1 I I \ %p• \ U'� + + + + s + + + ' + ' + ' ' ' ' ' ' + + \ 1 1 I 1 S \ + + + + � COl'1NtiYUE61N1ED, ' , + '+ + + ' + ' + ' + ' ++ > � + + ' + ' + + " + I \��%` • + i � \ •� 4 � O + s + ' + ' + + + STR�AA� TYP. + + ++ + s . + + '+ + i , , 1. I 13 �7 / \ \ 1 �_ F + + + + RES' RVEQ.5T P + ++ ' ' ' ' + ' + ' + \ +' +' +' \ + + . ' +' + +' + RAIL �'SLOPE + + + ' + (P 5 PRIMITIVE+ \ '++ + + s '+ + 'WAY' m 22'X20 \\C�\+ + + + > + + + , + + + + + + s ++ + + 'i ++'+ ++' + \ + ' + ' + ' '+ ' + ' ' ' '++' '+i' i»-:: +�' ++' +•'i+++'i' ++' ', �' '++ + LOT + + + + + / + LOT \ \ \ \ 1 II r'l l 1 1 \ 1 IN. FOR SFD) \ q '+i' '+ �'+ 2'O' LAWDSCAPIIi`1Ci BLIFPER,T®++ ++ + + ++ + ++'+ •+ + ' + ' + ' + ' ' ' ' + i' + ' — ---. 22'X20 I \ <� \ \\ \ \ \I 2 11 -A11 I \ \ \ \\ \ i+ + + ', '+ '+i' '+'> ' ', + ',i+ ',i 4g — �-- GARAGE I \ � � �\ 1 \ \ II ASPENS I� \;, \ 1 ! + ' +CONSIST Or OF ' • ' + \ + + ' + + + i ` -- —I II LOT 1 \ LO \ + +� , ',+' +' +''+ \�+ + + + + +' +' ' ,' ,+ ++ / I (M N. FOR SFD \ \\I-- �l II 3 1\ 4 l+' s� + EV£RCj R£ NT42PF�S+AAD 51 (RUBSi , i + 4'. _ WITH5OM�DECIPUO45STRF+ES PROPOSED 20' II o- III II 1 \ \ \ / /+ + + ++ W I I \ m6% y. + �\ \\ ii \ \ \ LANDSCAPE BUFFE w- I LOT rj '�\\ iy ' + s + :PROPASEUSPEED + + ' ' ' + ' + + + + + + + + + + s + '+ + + ♦. , �, ' +, ' / / 2 \ n \ FOR DOUBLE 1 + . / V) 1 1 \ �, _ \ 1 / .r +� + 0 4' \�%\ � \ \ FRONTAGE LOTS I 1 II ASPEN -- ` �\.— � + + ' IMIT 16t� + ' + + ' + ' + ' + II_ — I— MNE UYd �p y RAV L \ F'� I + + + + + ' + ' + + + ++ ++ '+ s •i +i' + ' •i ++ HOU DER / I O 1 \ (LOTS 1-4) I I 1 _- � + s + + ' + ' i- '+ 7 +++ + s + ' + ' + + + + W -_ in I O \ W- _ \ \ + + ' + + ,( ), + ' + ' + + + PRQPOSEG'VD,OT + + + + + + + y l �1 C7 FS ' ' 1 I _-----PROPOSED 6'PLANTING / \ ' + ' ' ' , ' ',i , + , + , + + ' STD. GR'z Si W _ TIE INTO EXISTING DRIVEWAY. I 1 �_--- 1 t , ' + ' + + ',++ ' + '�+ ' i +' + ' '++' ' , ' + , s ' > ' > , , . , + *, / STRIP, TYP. / + + ' + ++ , + , + ' + + + + + ' + + , + , + I +PRO QVDOT' + Z - CONSTRUCTION SHALL BE 1 _-- ---� 9 \ +' ' + +' + T GR+z J CONFINED TO THE SUBJECT 1 _----- ' 0.... t- --__-- + �.. , ' , ' , ' PBoPCISED5TRE,T+ RIGHT-OF-WAY, PUBLIC N. L — — — 2z5' :..:• �. \ \ ---- -- -- PROPERTY &PUBLIC V - , , , ti , + \ SIGHTDISTANCE= — -- 12+ 51 TIE INTO EXISTING GALAXIE I '' 15+00 + + - -} R LANE 4\ /7 4 ' ' + ' , +,�,, ♦ // FARM LANE. CONSTRUCTION -��... ? 10t00 N. : U - ALp.X1E FA gLICR +p0� SUBJECT PROPERTY &SHALL BE CONFINED TO THEPUBLC _----- - S\GNT D\ST P.'IAXIE FARM LANEIr n��-R=400.. - �i w -SIGHT DISTANCE'z8o , VPR' RIGHT-OF-WAY, AS SHOWN. 17+0 _G�. R/ 41 PROPOSEDSTOP 4�-OQ 57 PUBLICRIW SIGN,TYP.—R- oo' I _ SIGHT DIST �.. ? .R m ---%O ,i + +i' A 2 18t00 + + ' , , + ' , � i, PROPOSED (P) 6' BIKE $.— •• , +-_--LAANE(TYP', \ + + + + i ° • >. PROPOSED STREET "-- .. ' , >. .. . t..-'' ,, , .s._ + ' , ' + ' > ' + ' + ' s ' + �-`' , + + , + + ', + + s + , .�+, + s`�' ' ` CONTRACTOR TO ILL& S34 +' >, i ' + 'i ,+ i 'i + 'i , i 'i i ' - , + '' ' '+ ,+ .+'(PT)Oi 3+ T+6++dLoO+ TS, F ,+ ♦ '+ 'i + ,_ i'' • 1 I — -__ ---- , + , + ' '+ ', ', ' ', '' ' '' , s, 1 7, ♦'♦ ', , ,,+ , , ,+ ', , ,+ + + i ,+ . , ' , , ' ' ,, , + + , + > , ,+i' , '♦i i+, —i/+ + , ' + , , + + -+�' + »i+ , +-', "+ "� , s, +.'i' », . ,'. ,.+ �,' -F� , + ,,' , ' ,,+ / / OVERLAY ROU 0 T THECENTER NE,TYPO.(P)CENTRAL r_--__— 7�— ' +PROPOSEDSTSEEWP-zDE IL,SHEET IIMAILBOXES ' SIGNTYP'.PROPOSED SP LOT I ,', i , + > + ' + ' , ' , , + ♦ ' , + BRIQOE AST , + '— + ' , ' + , , i , i + , + + i + ♦ + s i , + ♦ i'iLIMITSIGN , + 15 , + + > i ++i' + ' , ' + ' +, ' , ' ' , ' , , + ' + ' , STgEAM + + + ' + ' , + ',•.- , , + s , + ' , y + DISTA ETO NEAREST i ' ' ' ' ' ' ' ' I ' ' ' ' + ' i+ ' i ' '+ ' + ' s ' CROSSING, , _ + + i + + + , + + + i ,�i + + + s ' I ERSECTION: 16' 20' — — a _ , , ' + + , ' , , , , + > ' ' + + ' , ' , .+ P,ROPQSED YDOT > '�+ STU. OR-2 ' / / 2740' OMILLCREEKDRIVE ' iPROPOSED WID O I �i� I i + ' , ' + ' , ' � + + ♦ s� + SPACE A , > + ♦ , ' s ' + ' + ' , ' , ' ' O +i' + ' , ' , ' , ' ', ' ' ' ' ' , ' , + , + ' , + ' , ' , , , , + s ♦ , ' , + , 72. + , + . , , , ' + , , CONC. SIDEWAL + 2 + ♦ . ' , ' + , , S' R/W R/W o LOT 55 + + ' , ' + ' , ' + I w , + , + , + , + , + ' i , ' , , ' , , , + , ' , + !!+ , + + + ;*:.'. , ' , , , , +, ' :.' , ' / DISTA CE TO NEAREST M n I v ' ' > ' , ' ' , ' ' + ' ry � _ + ' , ' , TYP. Q I , ' + ' + ' , ' ' + s ' , ' , , 'i' ' ' , + + , + � , +" + ' / ERSECTION: i .' ,' , . , ', �w .' ,' + ,'+', +, + • , + + ++ +. i 13 'TO PEBBLE DRIVE O ' R� (P)30N-STREET R + + i + + s + + , BRAMCy , +/'� n+' , , + , S$' + I '+ + , , EXIS ING 0�/♦ , ; _. + — _j�'i ,+ , `' — — a — J--I +i Y 3`s si +i + PARALLEL PARKING /I'V. +i si ++ ,i + ' + ' . , , ', , , + ,♦ ,i+. , , + , , , , , (O+� + + + zg"'- ,+ ,i +i +i .i 1 O WP,O+i + s +i +i , +' , '+ , ' , '+ •i , , , + '>/� ;(P:)4'1GRAOEL ' , �i' „ ' STREAM, TYP. 52' 75 Sp B> \Z ,PROIROSEQ A TIVE SPACES \ \ I p ' + ' , '+ , + , +�i + ' ' + (P)C 24 o LOT 56 + +R'ECRE'ATIO L -�� ,' O'F/ - �. O' +i' ,i' ,+'i + i i+, i i+ ♦ ' ,i' + ' , ' , + '+ + + ,i ,i' 24 22' F/C-F/C , + 8'X20'TYP. �. v / �.._ , , , + + + ' , ' , , , ♦ + , , , '> > s + , , ' , ' , ' , ' ' , + , , + , + `2 + , si , + + ++ iFF,ER, TYP. , + > +� + s +' , ,+ ,+ +i n 22X20 J + , + , + i + i + ,. ++i + ♦ , , , , + + s ♦ ' ' , +/+� s ' + ' , / 0 b + + AFEJ'%PAC(TYP) GARAGE C F/•. / / � ''' + s''♦'' + , , , ' , ♦ ' ' , a— J , + ' , ' , ' , ' , / � �� + ' , ' , ' + ' , , + ♦ ' r , , ' _-----_--._, I r--- —7 20' F/C-E/P — — TYP. 75 , LOT 1 , + ' , ' , ' , + '+ s 'i , '+ , + i , s ' , , � EDWOOD I LOT 57 °` + (P)ACfIVB ' , ' + ' , ' , PR 'NO' + �6°'� f / / 16 w f ' i y�+ + ' ' + ' + ' , ' , + 40F /p �/ C7QEN '' ' '' ,' '' +' +' , x +'+ F REDWOOD --- p .. + ' , ' +REC�EATIQN + ' , ' , + 'PARKING' SIGN, F / �/ + ' > S�AC� E + , , , + ♦ + ' , ' + , ' l ' + ' ' ' '> ' s'`. + ' + ' ♦ ' 'i + ' + , +4' REDWOOD 27' R/W R/ '» — — — O , + , + + > , , , / 22'X20 I ' 0 n , ' , 'GRAS'S FIELD AREA, + ' XP> + ' , * ' + + ' ', + , + , + , + , + , ♦ ', , , + ' + ' , �` , ' , ' ', ' ' + , + , + , , , + , > + + + ♦ ,�•'„ , , + / i i,+ + (MIN. FOR SF , + , i , + ', , + s 'i i'+ ♦ ', ' '+ + '+ + ', , '♦ ♦ ' + si , , �V+� + , ' , / �. I Oa GARAGE + / II I II I LOTS$ ' o' ,' ♦' ,' , , + , ' , ' , , ' �' + ' , ' , ' + , + LOT I W w n a o /A w / \\ \ �� LOT / 5 0 O1 53 II `" a 75 a + ' + " ', ' ' ' �% + ' , + , + + ' / / \\\ tj �\ / , '+ ' + ' , + , , , + + ' + + ' + ' , ' +. , , , ., ,♦' + (Q)S'P*FlMltjI E ' + '♦ ' '♦ ' +, ' '• ' '+% '+i' \ TIE INTO EXISTING ', ' + ma's' Bb. > , 4F / - / / \.�� �. / , + , + , a i , + '+ , ' , , , , + CvF STIEINT ILLEEXI ROAD 22'X20 Z O a C�� , O �( \\\ \ �+ ' + ' , ' ', '> 'i'+ '+'+ 'i'+ 'i' i'+' i ' ,' '++' ++' TRAIL+W'AY, ' ', ' \. W 2 W. n LOT 59 �X+'.(�\$=(PNii'i++ + +i +i + , > i ++ i , + • i i + i ++ i+ ' , , + , ..: , > • , + >+ i s i ♦+ + ,+'+ ,+ +i ++ + , + + // PG�'��� �. ROUTE 20. I. GARAGE II 0� W. I g� ''-'>' S\GH , + ,' ,' + X / \ + ♦ ,' t' , +, + ";., , , > ,> , , , , ' -- I TYP.) fl O o Ii + , + ' , ' , ' : �\�` \v + �, + +•'i ++'i , + +i , +i + + ♦ ' s ' , ' , ' , ' , ' , ' ' , ' ♦ + ++, +•'i ,+'i , + +i'i',+ +i +i > + / /f \\ // 1 2� \ + ', i+ ', i+ ',+' '+ , ' ', + , + ' , ' , ' , ' , '+ , '+'+ 'i', '+ ,:', s +i ,+ + +' si ,+' ,+ + +i , / 0 a PROJECT Cn L-- CK — — J , i 'P \ 7 / e i> , + , ' + , ' ', ♦ , , ' + , + '+� GUARDRAIL, --- LU 5'SIDEYARD SETBACK (TYP + ' s + > + �y / \ \ \ / / + > ' , + ' , ' , ' , ' '+ ' +, ' ' ' ' ' ', , ,� + , + + s: i + + ♦ i , ' ♦ ' TYP. o O4i / PROPb BDLOT ' .., ] 75 , (Pa1gTREE+F"fgE£ t5 �, + + s ♦ ' , , , + ++,�i O ii Co �� , , ' ' '' ' / \.fS \\ / / ' , + J_INE„TYP., , ' + + , '+ + + • , + + > i + i ♦ 'i , ' , ' , >+ i + + 'i s ' y..- + , + + + + ♦ s , ' '1' O l0 >L• — — ---_J FRONTS TB , 'TYP' \ + / _ — PROPOSEDCG-12, ,++ , + /�,\� �\9C.\y \ \ /// ♦ + ' , ' , ' , s , , ' , ' , , , , + + ' s ♦ , + , 'k ;.� i , '+'♦ ' '> 'i' '+ ', ', s + + s ' , ' , ' , ' , ' ' / / ' BO' 17+00. - 1 i'i• + .* * Rq'�L � /%jj� LOT \\ \� j/ �`' + ' , , , , + , > i , �++ + > i ♦ + ' , ' Cb 18 R=70p— _ 6 F O (P) CG D / LOT QOQ P / + + +i' , + , ' , ' , ' + ' ', ♦ s ♦ , ' , — ENTRANCE TYP. — //i'>' '' x d _ - �, �9 • . i' \ LOT \P //\ , '...+. ' , , y+.+ , , + , + i > + + + i + + ' ', ' '+ , ' ', ' ' ' ' ' ' ' ' ' ' , + , , + , + , + , ♦ ' ', ' ', , 52 e. > 22' i , \ QOQ /,Ql 'I.� + , • , s i ♦ ',. ' , '+ + , , � + > ' , ' + ' , ' , ' + ' ', , , ' , + + • , ' , ' , ' , ' _ - - - - � 20 / , , ' + ' ' i, :' ' ' PgOPO PD WM + ' + ' , ' , ' , + 'i + + ' , ' + - , , + ♦ , ♦ ' , ' , , _ \ c s ' + ' + ' , ' , + + • , + , u , O f LEGEND 18' MIN. _ — � � ,. . ; P ' + > s + ' , ' , ' , , , — + s , ♦ ' + ' , , /. FACT Llti1', TYP. r - — 22' 221�'x38" ' 20' LANDSCAPE BUFFER FOR DOUBLE ' Z W > + \ QO /�� +. + + + s , ' , ' , , , , + ♦� , ' , ' , , , --- _ MINIMUM \ , , 21 .'>. > - +i +'+i +i'i ,i'+ +i'. , ; ,', + ' ; ' +i' , ' ., + , ' ', , ' , ' , , / FRONTAGE LOTS --- I 20' E/P-E/P (P) STOP 18' MIN. (TVP.) 1 , ' + '\\ \ / .Q- , , + + , + + , + i +i > + + ♦ , , , ' ' ' + 9 ? O , , i , + s + ' I -. la SIGN, TYP I OPEN SPACE AREA LOT�n ' ' + ' + \ / , + ,. i , > ♦ > + + + , 'i s ' + ' + ' , ' + +' + + i + + , 'i , ' , ' , > i , + 'i s ' + ' , + , + + y:. , , + , Y o \ ,.' t , + ' 66YNDXFY, fW.i ' AFFORDABLE TH UNIT &AFFORDABLE LOT QI m ACCESSORY BASEMENT UNIT ) 2 LOT i�' + e ,' , , , ,- ♦ + ,' ,' +' ,' �`' �'i'+'' �'�' i+' i+' i+' i '' ' i ' +' w ,' +'�,'','' '' '' '' '' i (2UNIT5 9 I �I LOT LOT ti —, „I OT 28 w1 ICI LOT LOT 2 23 2 / AFFORDABLE ACCESSORY BASEMENT UNIT 2 4 � ASPEN ICI x 2 z6 5 ' +' '' +' ', , , +. + s' +' +' ,� ,' , ' ','' '' ''+'' i , + s ♦ �, , , ,' ,' f/ — — -- / 2U ASPEN I I I I NIT5 2UNIT5 , + , + , + + + i , ' ' , ' ', �+ + '* , , , s , ' ♦ '.:s ' , ' , ' , + 'i + + '�, ' + , , , + , + , + , + ,+ i s , ' , '+ , + , i , + ' 01 / 2UNITS 2UNIT5 , ' + , ' , + + , ' .i+' + , ».' , ' +i' +i' +i' ,i'i , ' ', ' ' ' ' ' ', I' + + • ' / I m z UNITS .. s ' + + ' , ' , , + s ' ♦ ' . ' , + , + ' + ' , + + ------____J I L_________—� NITS--- I '. Iz ''REAR EL K TY ) _ , + > i + + , + + + ♦ ' , ' ,. + , + > + , ♦ ' , ' , ' , ' ' , ' ' ' ' ' ' + + , + , � , + ��♦ ' , ' , ' , I �, GRAPHIC SCALE 0' REAR SETBACK (TYP.) PROPOSED (6) 2o'xi8' , , + , + , , + , , + > i + , , + + , + + / PARKING SPACES'+ 30 0 15 30 60 120 24' F/C-F/C X —X SZX —X —x 52' — —X — X X —X- X —X —X X x 2$x — x — x —22'X — — X ��' X - -x 22'x —X �-2X — —X fig'— x COUNTY DEFINED ' '+ ',+ ' + ' , ' + ' , + + ' + ' , ' , ' , ' '+', — + .- +, • , . + , ' + / ( IN FEET ) ji MANAGED STEEP _ 1 Inch = 30 ft. 111 V SCOTT/R. CC?LLINS'Z Lic. No. 035791,E 7/5/21 ,4i A ti IN Q z O F\1 W V ) z C-1 Lu z cj. cib ^Ci L 2!"' Q LL Lu J` H1 LL Lu F I J LU I (<� W a V C=i1 JOB NO. 202194 SCALE 1" = 30' SHEET NO. 4 T.M.91-12A CLAUDE S.SHELHORSE,JR. & VIRGINIA THOMAS SHELHORSE D.B.1049-86 D.B.521-523 PLAT D.B.337-255 PLAT T.M.91-13 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.619-368 PLAT FUTURE CONNECTION -RIGHT OF WAY TO BE EXTENDED AND DEDICATED TO THE PROPERTY LINE I OMEN S-F� AVON D D.B. I I T. 1 A—B ASE IV,AVINIT" P ERTIES,LLC B. 7-750 8 228 PLAT (UL OTT R. LINSZ / c. No. 035791 7/5/21 �v4 00,EN'. '+' ' �SSIONAL ��01 / ,SPACE C' % '♦ , ♦ ♦i l 1 I \ LOT \\� _ 22 -- — I I 7C�' ___---y_ z �— O �SID DSETBA -- _ U) rrAA a T.M.91-11 1 11 vl Z W z I g SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA L O o D.B. 5258-620 LOT o w D.B.1979-46 & 47 PLAT I 13 n w V O 0 Vl - _- > W22' r— — GAR (M N.F Lu' w - LOT x- Lu 14 LU 0 � w- N l Io lfl w I I o � I W� TIE INTO EXISTING DRIVEWAY. I t-- Z - CONSTRUCTION SHALL BE I _ J' CONFINED TO THE SUBJECT I ____------ _ _ PROPERTY & PUBLIC V RIGHT-OF-WAY, AS SHOWN. , ti n I � TIE INTO EXISTING GALAXIE FARM LANE. CONSTRUCTION I \�� ------- SUBJECTPROPE TY&PUBLIC 5\GNj�\Sj_ LAXIEFAR I RIGHT-OF-WAY, AS SHOWN. _ _ '' — 7+O 5'PUBLI 18+00./_SIGHT DISTA Q J 9+00 E � z I I 1 � �� FARM BAN 73 Ili I +o i �AXtE � O A LO ♦ ♦ ♦ + > + ++' + + m 54 \ 1 e0 n g n ♦ ♦ ♦ I. > a > + + + + 18 20' 75 0♦ ♦ ♦+' '♦+' '♦+' ',++ 'i ♦,'Liu rn -- I ---1 \� > > ♦ > > + ♦ ' s , ♦ ' , , ir1"rC�s Ai+, _ N LOT 5 ', + ', > 'i ♦ > ♦ ♦ a+'+ , a ♦ + a +i'a'i,i i I-- ASPEN A P I �\A ________----- ♦ . > , , ♦ , ♦ > , > ++i \\ ♦ ♦ ' , a i.♦ LOT 1 `. > 52' 2 — ' 2- — z ' — — — 2' — 2 �' LOT 6 i > i RECREATIo 4 ' LOT �I Ir PROJECT BOUNDARY $ s2 s s s s 29.- 7s %, ' , �� ' ,PROROSEDA TIVE ' M n 4 IASPEN - VF ------ I TYP. / I 24 zz'F/C F/C 5 ', , a i > 'i +i , m l 41 „I 2 _-I-- , PROPOSED LOT (P)CG-2 n 22'X20 Q - > ' ��ETI'SPAC I ¢ I I ---__ (TYP) o ♦ > ♦ + ♦ ' ♦ ' ♦ s i a. i I_ ml ----- I I LINE, TYP. GARAGE a II col w I r---------- 2o'REAR SETBACK (TYP.)(TYP.)d + , + , ♦ + ♦ ♦ ♦ ♦ ♦ , of LOT wl j - ----- r----------1 I F---------- I r — — — — r---------- I C---------0 I ---------- 2o'F/C EIP — —75 — , + W ----- �-----------.-------� F---- ---- • ♦ aia is i, i,♦ ICI 1 iREDWOOD I (REDWOOD I (REDWOOD 1 (REDWOOD I f----------, LOT 57 ♦+ ♦i + ♦(0)AC'�N@ , + , + , ' . ' iaPR LL a ,RECgEAYI + + > , i 1. _---- REDWOOD II on > 'GRA35 FIEp 9REA, + , > , i'+PA --- zj R/W-RI 5 o N ♦ (V 1 -- ----- 11--I ----1 ---- A n (ASP I I II - - - + , > i i , i , +i , ,i , >+ i >♦ i ♦+' (V -___ ---- -- - IASPEN � I IASPEN ASPEN ♦ , , + , + , + IASPEN75 s1 SS, v j I j j LOT I LOT I LOT i LOT I 1 LOT I LOT i w LU o LOT 58 J o : ' '+ ' '+'' ' '' '+'> ' +' ' ' ' ' ' ' ; ' > I --I LOT LOT 1 a n %� ♦ ' 1 - V a / ---- L LOT II LOT o m o 1 z a o , + 8 49 5 5 a, Z 5 0 > 44 I 45 01 46 „I 47 4 53 a - / 6' PLAN ING 1 zYxzo Z o_ Cb�aa ' + ' '♦i' '♦i / r 2z'x2o �I iT _J I STRIP YP. I 59 5, GARAGE , , i + ' ♦ + PROPOSED5' \ (TYP.) I I 11 I I I GARAGE Fw r LO J ^ ✓ i \ F��(PN 26' CONC. S/W .r. \ I 1 ( I I� ♦ ♦ ' , ' , ' I F ---- -- --- --- -- I I _--- --I I I __-- - --I I I --- -_ I I (TYPJ+i♦�'>i+i'+ ' + (TYP) ., \ 1 ---- 1 -- I ---.- J --- ---- --II a �--------- 'i ' + I -- .Q- I --- I 1 --- 6 •.:' I 1 .... ._:. I .. ., . .. -•, + .. I •• •, '>, 1 I ... W d' S' SIDEYARD SETBACK TY�� � , ♦ + ' '+ + L, /� z8'MIN. ,•., ... a --ter= •'••.,+ + ♦' LL ..,: 1 I I I I I I I I I I >> ��� 75 ♦ (P�9TR�E4 T(2EES, + L9 J 1 1 ----J ---- ----� ---- -----I ---- -----I L --- -----I L'FRONTS TBACK TYP i; ^ 'FRONT SE BACK TYP. 3 1 ----- L --- ' ' ' T)(P! L5 ---- --� -� Z—_-----� I ---- - --- ---- $2 $2 $2 52 5�1 /i' '♦ 53 ( ♦,' '♦i'+ ' i id+ O I..L PROPOSEDC W 22+63 2 ----- o Q 1--1 2+ PROP 21+00 3 0+00 9+00------18+90- + P CG D \,� 00 a w _— — SIGHT DI ANCE=28o' 7 7f 00 S.� + O _ CG 6,TYP. 2 - + _-------- �MARYJACKSONCOURT �— _ + • + �3 (TYP) LIMITS OF PROPOSED R=2o - - LL w - �5 F00 + U J --- Ir � PUBLIC RIGHT-OF-WAY O � 0 4g' PUBLIC R/W R=7oo� - — 16+ pp (P) CG-gD ' \ / n ENTRANCE, TYP. - �y TYP. + + + + + Lu -• -.. • .. >•: + ° ..' 1 \ �� �60� + .. 'I I 53— --,I I� 2�'TvIIA$2 I I 3 :.... 1I I :..,,; ..: \II 1.-- SE -B-'A.:s�C.�_K, (_TY—P�.h I„r1I ,.-•$—z _5�i 2 $2 $z; $2-- KING ---- -S --—----- -------1 1 I SIGN, i8' MI-N., $2 I n •z' zz a- 3z2' (z][�]pr 4 zo' E/P EIP (P) STOP 28' MIN. (TYPJ W Ir 1 SIGN, TYP I 22'x2o LOT LOT It5 LOT 1 LOT I LOT I LOT 1 LOT �i N o I --I GARAGE 1 LOT LOT LOT w LOT LOT I E- z m I o 2 I 1 0 LOT ¢I �« LOT LOT (TYP-) 38 I 37 I 1 36 35 I f 34 o 33 3 3 3 zg al z8 I �!­_l LOT LOT 22 m �I ml ml I ml ml I o u, of .oi o r 01 ml 1 /n 1 LOT LOT Z �3 I W 1 40 1 1 39 I I I01 z6 25 4 I ASPEN _ - ASPEN J I _ _ ASPEN I ASPEN I - - ASPEN I ASPEN J I - - ASPEN N 1 I__ ASPEN -_ ASPEN-- .ASPEN --I 1__-_�---- 1 1 1-_ 11 - I---- I-_-- I I_-__---- ASPEN ;I j ASPEN 1-----------------I 1 - 1._ --1 ___-- I _--.--. -----. _-- -. ----- I '----- I ----I '- I 2UNITs 2UNITS - - _ _ _ -- zUNITS ---- -- -------- -I I(A--N- - --I I I I II I O1 2UNITSSPEwzUNITS ,. •: I - AEC ----- ----- I�--------- 1L-------- I------�---- ---- Y LL 20'REAR SETBACK (TYP.) I I I I 2o' REAR SETBACK (TYP.) PROPOSED (6) io'x28 I I I I I I PARKING SPACES > ' O w 4F/C - `1O x60' $�' S-gx- $ 2-x-�xx 3X- X-22x x-2� X COUNTY NOTE: PATIO, DECK, AND DEFINED------. Q _ M SLE)p D.STEEDTEEP J I' OVERHANGS MAY ENCROACH A ^ w MAXIMUM OF 4' INTO SETBACK.LU - _ 0- U) T.M.91-1-1E -- JOB No. A INITY ESTATES,LLC _ / D.B 5124-678—A PLAT '' 202194 D.B.4990-174 " - PHIC SCALE B.4894-228 PLAT - -„- SCALE T. M . 91-16 D 30 5 30 60 120 D.B 558-3 P"' SCOTTSVILLE ROAD HOLDINGS,LLC 111 = 30' D.B.3257-702 D.B.3480-44 & 45 PLAT IN FEET SHEET NO. ( ) 1 inch = 30 ft. 5 ���ya� 1 0 •• ••�.x •Y' �.... :r Y •• E / ' NI II aft / d X• HEET4'i ,'.� ♦ / SEES. NINE -,.� ED ....i l I _ 40 / Q• •�• A. �-- --- - / a/ -- - ---- -- - ---- _ ---- - -- --SITEDISIANCE - 665' _-- _ - - - -STATE ROUTE n (W&VAtcRnv)- - - - -- - -- SCOTTSVILLE ROAD -MINOR ARTERIAL - - - - - - DBz88-B4T, D.Bs88-36a&HWV P.B.L-54 - - - - - . GALAXIE FARM - PRELIMINARY PLAT LOT# LOT AREA BU I LDABLE AREA 1 6,210 3,810 2 6,754 4,474 3 6,075 3,661 4 4,964 3,043 5 5,762 3,397 6 6,605 3,829 7 7,282 4,282 8 5,040 2,886 9 5,470 3,378 10 5,168 3,120 11 5,226 3,177 12 4,980 2,889 13 5,353 3,262 14 7,496 5,065 15 5,832 3,506 16 6,884 4,214 17 6,032 3,465 18 2,662 1,524 19 1,994 1,376 20 2,006 1,387 21 2,742 1,580 22 2,298 1,821 23 2,202 1,584 24 2,067 1,446 25 1,970 1,356 26 1,924 1,313 27 2,456 1,378 28 5,090 3,075 29 5,238 3,195 30 5,244 3,196 31 5,237 3,190 32 5,230 3,184 33 5,221 3,176 34 5,164 3,130 35 5,034 3,022 36 4,992 2,987 37 4,984 2,980 38 5,066 3,055 39 4,386 2,456 40 5,931 3,584 41 8,725 5,738 42 5,767 3,391 43 6,314 3,876 44 5,973 3,760 45 5,686 3,533 46 5,411 3,313 47 5,211 3,148 48 5,094 3,057 49 5,079 3,048 50 5,088 3,056 51 5,098 3,065 52 5,121 3,079 53 5,273 3,320 54 2,006 1,108 55 1,500 998 56 1,500 998 57 1,500 998 58 1,500 998 59 2,025 1,098 1" SM-9.5A SURFACE COURSE \\\ 3" BM-25 INTERMEDIATE COURSE ( 6" COMPACTED AGGREGATE 0 0 0 SG o`b° oiY BASE COURSE, VDOT #21A 0- Oo EPENDING ON ULTIMATE IMATEDTRAFFFIC LIMITS AND UNDERDRAINS COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE COMPACTED- _ _ - - -- \ SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE C/L (PanT OF FINISHED GRO ) R/W R/W POINT OF CG-2 FINISHED GRADE CURB CG6 CURB & GUTTER 1/451' 114".1' IN-°dV4 �,"o"o w "%t% °R.b moo"" m =@� 2.5' m10' 10' 2.5' (PLM'TIHG 0 TRALEL (M'-" V STOP) LANE) LANE) S & 25' GUTTER, E/P-E/P 2T' R/W-R/W TYPICAL PRIMATE ROAD SECTION - 27' PRIMATE ROAD (MER.4 RUBIN PLACE - PRIMATE STREET) 15 MPH DESIGN SPEED (NOT TO SC.fLEJ .5 17' 8' r ASPEN 41 5' SINGLE FAMILY DETACHED UNIT 1,740 SF 4333' 20'X22' GARAGE 6' 2 r L - 11' MIN. 18'X18' DRIVEWAY GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. 200 err TAT r�rrr�rrr_rrr ��,, 'Tr1-Ill�lll�nl�nr�ul�nl nr_'�r ..._... ONO III_; NN III l IIIR�L" \\1�11\ I11 III �111 �111 �111 I ------------------- -------------- SITE DISTANCE = 665' WARRANT FOR LEFT -TURN STORAGE LANES ON TWO-LANE HIGHWAY e, = 700 600 LIJ J 500 0 C3 400 z 00 300 IZ O- 200 0 O 100 U 200 400 600 800 1000 PEAK AM: VA ADVANCING VOLUME (VPH) PEAK PM: - - TRAFFIC VOLUMES: PEAK AM: ADVANCING VOLUME: 590 VPH OPPOSING VOLUME: 130 VPH PEAK PM: ADVANCING VOLUME: 230 VPH OPPOSING VOLUME: 600 VPH TYPICAL DWELLING UNIT DIMENSIONS REDWOOD �5 18'IN. DRIVEWAY 52 20 SINGLE FAMILY 20'X20' r DETACHED UNIT 46 GARAGE 1,966 SF 40' 40 20'X22' SINGLE FAMILY ATTACHED UNIT GARAGE 80o SF 19' REARLOADED 22' POPLAR ° 20' MIN. 18'X18' DRIVEWAY PATId 2 UNITS 22' SINGLE FAMILY ATTACHED UNIT W/AFFORDABLE BASEMENT ACCESSORY UNIT 4z 924 SF MIN. la'X18' DRIVEWAY (2) SPACES PATIO S ° 22' ° FRONTLOADED POPLAR SINGLE FAMILY ATTACHED UNIT 88o SF 40' 40' 13'X20' GARAGE 22' i�Al MIN. 12'X18' 1/4": 11' 1/4_": 11' SENT) C/L (MINT OF FINISHED SPADE) E TYPICAL STREET SECTION - 45' PUBLIC ROAD R/YY (0.4LAXIE FARM LANE - STA. 10100 TO 14,L11) 90 MPH DESJCN SPEED (NOT TO SCALIV C/L (MINT GE FINISNED GRADE) 1/4":V 1/4_: 1' TYPICAL STREET SECTION - 51' PUBLIC ROAD R/#Y (CALAXIE FARM LANE - STA. 14f» TO 15f40) 30 MPH DESIGN SPEED t1N0T TO SC4Z F') 1/4": 1' 2.5 1 4. 10' C/L (PanT OF ax141ED SPOLf) 57' 10' 11 /4_y: 1' 4' 1 5. R/W-R/W TYPICAL STREET SECTION - 57' PUBLIC ROAD R/fY (6!.4LAXIE FARM LANE - STA. 15f40 TO 16YI 80 MPH DESIGN SPEED (NOT TO SCALE) x C/L (Paul a xnlsrm GRADE) ANNIN mi �FY11 ■� �J,1I"f1 6' STRIP) 1/4": 1' TYPICAL STREET SECTION - 49 ' PUBLIC ROAD R/W (M.4RY JACIfSON COURT, M.9E JEMISON LANE, & M.4RIE CURIE COURT) 05 MPH DESIGN SPEED (jOT TO SC.9LE) RM I CURB & 1/4".'1' POINT OF C/L FINISHED GRADE 1/4":1' 16' PENDICUI PARKING I 36' E/P-E/P SPACES 50.5' PRIVATE _ ALLEY EASEMENT TYPICAL PRIMATE ROAD SECTION - 45' PRIMATE ROAD (VERA RUBIN PLACE - PRIMATE STREET) 15 MPH DES/CN SPEED (NOT TO SCALE) GUTTER PV ooT STONE BASE 2.5 5' 5' 1 SCOTT/R. COALLINSZ Lic. No. 035791 r1, A 7/5/214i r zR--r t` M ME Zw J W JNcl� 00 O u Q J 0- O H1 \I�1 m z IINNNNNAI J Lu Lu 0 z Q LU J I" O Lu z Lu INNNNAI / ) H1 v/n J �i Q INNNNAI - I --I LL Lu I --I Q J o Q w w IOB NO. 202194 SCALE AS SHOWN SHEET NO. 6 GENERAL UTILITY NOTES: i. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. LOT COUNTY DEFINED PRESERVED STEEP SLOPES FOUND TO HAVE LESS THAN 25%SLOPES IN FIELD SURVEY T.M.91-8B COUNTY OF ALBEMARLE, D.B.1979-44,46 & 47 0 8 PRESERVED STEEP / \ I I I \ LOT \ LOPES VERIFIED WITH 6 FIELD SURVEY / \ \'� \ LOT 9 \ / i + •+ f + + f f+if +1fi ++if +++ f • + + + LOT / , ♦ ' f ' , , , , f 10 \ \ i > \ / ♦ i+ f 1f ' 1f ' + ' + ' ♦f ' f♦ ' ♦, +, ' , �\ / +Irsc WOFFiYLOTC + PROPOSED & 6' / 'P\I �+ ' i+ ' if ' f f + +i ' +, ' + + f + ♦ ' f + , + , 6 G V. � a fi> + + f + i ♦ f f+ f f t ; \ \ / TYPEA BLOW -OFF ab \ v LOT I' ++ ' ++ ' +a ' +♦ ' ♦f ' ,, ' f, ' i, + f, + +, + + ASSEMBLY �' \ ' , + + + , + + , ♦ > ♦ . f f 00° 00 \ / / \ + > 'f+, +f+> •i , +ia♦i+i , +�f+' / ' f ♦f II LOT II \ B�\CRpPDg/ J W-w. /t� 'f ++ f' .✓ , ' a ' + + +♦ ' +1f'♦+' f,�i, 'fi,+ if,�+, 1f, f+> f�f f+♦ ,+ i ,��f,i + ,^�nnlI 12+24 + ♦ , , > a ♦ , f , f , , , > 12 ED PV LRI" PROPOSED CL. 52DIP W �> , ' , + +, +, + ., + fi + if + 'f ♦ 'f jf f ' , f , , ., +f �f + ', I pi,B��jWATERLINE, TYP. /, '+ , , 'f+f Ji + 'f a 'i ♦ + , 'i , ' �+ / ��/ W. °• + if ♦ + ,f'f f+'+ ++' + ' , ' i, '+ + 'f+> 'f> ' ♦ 'f 'f ♦ ' / + , + , + , +f'f +, i ,f'f fi\f f ♦ , , , , r PROPO)ED ' +fOp� ' + + f + f + i f f f + + i ++�♦ ,� f '/ + + ' + ' + + f ++ f + ++ f + ♦+ ' f♦+' a,+' if ' .t f, ' i, ' + ' + ' ITEE, 1 6"G.V. e , f �1,�•'i+> , , + '+ + ++ , '+ , ' > + +> f ' , , , +�,J f f , i ♦ f , f ♦ , ' , 1 , , , .i. a f ♦ ' f ' , / 1 AND (2)8G.V. SPAct I]++ , , , f , , '+ , '+ > '+f�f+♦ if++ f, / , + f ' + ' +♦ ' + f♦+' f♦f if ' f,'' f,+' i,+' i,f' a. i' +♦f' +f f' f♦i' f♦+' +,+' , ILOT _ � P'.• i \ � I , , ♦ > ♦ f + , + ' , ' , '�' f , , , ♦ ♦ ' � , ' f ' , ' , + , ,+' , , , , �� � 1 1 1 I ' ♦ f , , ' + iCOUNtiYUE61NED, ' f ,, �+ "', ' �" a ' + ++ , + , + , ' , �+\ , ♦ i f , , f , a > ♦ ♦ f ' , �' I 13 O / i \ \ I I + > > f a f > QRESE+RVEDSTEF�P, ' ,+ i , ' sJ' ,/ +++, + a f f �i ♦ f f f ♦ ' , ' f '+ , ' a` f f , , '+ , ♦ , f , + > , ' , +' 1f ' i, ' f I' 5 +, + f + , ♦ 'f f ♦ , ' + a�+, + +, + f , + > f > +.1 ♦ f ' , ' , ' , , , , a I3 4 i I � I , , , > , f a f'f , + f + /♦+ f•ii' , ' +, f , , +, f + + f + is f♦ 1f , , ++, , ♦,�+ + f + LJJ LOT 1 — I I I \+ , ' , '+ , ' ++ + ', '++, '++, + ',/ ' + f '+ + '+ ', +, +, f"s ♦ f+ +,'' ,,'' fi ,f ' i, , LILI r� \ LOT \ 2 I I I I I I , '+ , , + a a ♦ /a a a > + ' TTi LOTI I I \ � , , ',' ,' ♦' >f ,+ +�' >' ,++' , +,'1f ,+ ,' , ,' ,' .' ♦' f' ,' fa , LLJ LILI ' I +� \ \\ PP N� I I 3 I I 4 I p/f f a!♦1fi 1f + f+++ ii♦+ fif+�♦• +i� ii + ii + ii f + f,+' f,++ i,+' i,f' f f' + •+ + f, ' i, ' +, • 'i . i f ' i ♦ i �. I LOT \ I \ I �l / ' ' 'f+' 'f+' ' +' ' +t + f+�f ' I 1 \\ � I ' I1 i I J I , ' �I a f ♦ f f 'f f j , ' , + , + > f > f , ♦ f ' f ' , + f '+ , , f , + > > f f ♦ i f ' , , ' _ , f , , , , + , + +, ' +, , +i as ♦ f ' , ' , , ' i Z ' 1 O 4 I� ` \ i (ASPEN r — — L � i •� ' +i ++++ +. +�+ ,i + ,i ,f + ♦+ +f fi++ ii • 'f ', fi , ♦a ♦ ♦ f♦+ fiai f a J - w SAD 8"x6" TEE, 6" \ ♦,/ f +, /11 ♦ ' ♦ ' ' ♦ + +++ ++ G.V. & COMPLETE FIRE � r + ♦! f ♦ f ♦ i , f ♦ , 'f , + , , • ', • , + 'i fj /+ , i', + > V , HYDRANT ASSEMBLY \ } I + ,i/• , ,d + i, i', , + + ',+a ',+•+'f+a ♦'1f♦1f✓`S♦'+•, ♦.' if ' p f+ f t +> Q , ♦ f + a -- _ 16+00 15+00 71�Op , _ _--___ rr f f 14+00 / —f , pRUPOSED P ROAD A + �. ----- \ ♦ f' _ y ; VAR. WIDTH PUBLIC R ♦ a , f.t `-1_ r �.':.:r°r• •r ... ' '.> r° + , , +.♦ f + +i + fi +i i.ii rYi i+, l'++f i' +♦i'f+ i' f + f + i a> ' f♦ ' +f ' •,+' f,+' f+'++,+'+a + n • f , f r.• r t • f -3 :. f ♦ > , ♦ ,.. Y , ' , ' , ' , , f , > if f , I >: 1 - .. � _ a + i i f , + , , , f , ♦ a ♦ , 'f ,t': ♦ y :t 'a: ' a ' ' ♦ ». ;_, i + , s.'.. •'+ > f af'a j / _- +f , ,+ ,' ,' >' ♦' f' , � ; / �` + �, +> +�+ + + / �f f, f+ f , , f , ..i".' f .: f,.y i.. +�.. .+,t #:. ... fa f> ++ %Ox"'. f , ' , ' , ' • ♦ ' , ' , , f t ♦ •+' / � � _ TIE INTO EXISTING + + + + + ♦ , � + f > f f f + i f ,..ti ,f , f + ++ ,. +f+i i♦+ii+i=i 00 f ' i, ' + ♦ ' f ' , , ' if ♦ f , ' f , , , , + > +i> ++ a 3f a f ♦ i f f , ' , f '+ i -, + , ' _i> '+ ' a, f, >f ♦ a + ' + PRO. PSE6 0G.�.LO f f 3 ¢ f , ' +,+ ,+,♦ ,, , ,f ,f , f , +, ' ,, ♦, • , f +, • , ,+ ♦ f ++' , , .+ f +TY ++ , fA ; z ff i,-,, t f' -♦ s' i, �, , 'f �' +, f'f+ ,'+, ',+ ,+> '+ + ', ,' �' , +,f ,' f' ♦+ SANITARY ANITARY f ,+$+>E+,W♦, fER ia 'fMa' H BLQW-C A$SEMPLY PROPOSE�8aSA ITT(PFPi15 •ryEpSEWER, S?ACEA %PfROPf 6' L 60B D LOT i'' i♦> �f ,'''f''1f, af ,'' 'f '++,, ,+ ,''>f '+ ,, ,+ ,'''i ♦f,f ,+ ,'♦f ++ ,, if ,' ' f' ♦', ', f,+ fa ♦, ', ♦+, ,+ T� +, f,♦f,' ,, , +,,+,,'♦+ f' ++,,f ,, fa +' ',wf ♦ + f1+f-a, ,i i+,i'.+f ♦i,, i+ i'++if,+ ,, if' f'' f' ♦+f +f i, +f f+',f +, ,'',1'♦ f+f +, +, , f1,+f •, +, a,f f+,fa♦f ', +,1if ,f>f+ ', +' +f,a+ �♦ + f +, ,i> ,♦ ++ i♦f , ,i, ,f ,' ♦ ++ ' + + � 4 'f f f , ,'�, '+ , +, +> f f f , i , ' ,' ,' f ' ,' ,' f,' +,' f 'raf ' ♦' ' ,+' ,' , a f ♦ f' f ' , + f , , , , ' , + , + of , � , , ' , ' , ' +, ' + ' +♦ ' + Q f + f ♦ i f , , 1p, '+ + , + f f f + , f , , ' f ' , ' , ' f ' , ' , ' � , , w , . ,f f a f i ,+ i + i f i i + + + f + i + i f + '+ + + , f f f , i , a ' , ' f O f p , , > > / , , , `f, + +♦+ ! f ' + > f ' , ' , +f i, f ♦ , + ♦ > + ♦ > VPI=N• f f f ♦ f , � � f + f + f , , + , f , , ' , ' , + , + f ' + + + + + ++ + +�+ f + i I ♦ ' ♦ ' f ' , ' , ' , + , + , + + + + + + f + + PROPOSED 6" CL. 52DIP �A�E'�+ + •+ ++ + �♦ �. � /�� . r WATERLINE, TYP. r '.I , f , ' 'i+, '+ +iCOUN"FY )iL'FI i+D � � � � \ f i+ i ♦ li ii f ♦ � ,•" f' ,+ i + ++f ++> '++ ,+' i, +i +a 1f i+f � ♦ +i f f ♦+ f ' , ' i ' , ,+' , , , i , fi _ a ,+ f+ ,+' , 'f , ♦i MANAGED 5P' �♦ , f '+ , ,f ♦� ++ 1f f+ , i, �,+ +,+ + fi ', ,+ f ,+ , , +, a ♦ f ♦+ ,+ +, a♦ , f , ♦ , f+ ,+ f , , , 3 _ a I f, SLOPE P.+ / \ +�++, '+ '♦ , 1f ,i ++ ro+ a, a f ♦ 1f , , , , , ,if f , LOT ♦ ♦+' { ' +♦ f+' , fi a ♦ , , ' ♦ + + ,i , , , + ♦ f , , , , EDWOOD I I LOT57 . f+N , PROP, ♦ ' +• . , a� + i(7 REDWOOD D EN+ + ' '+', f'f f'•, + + , { ' + x°. +', 1f, ♦', , f , f , i ,++i ,++ , + , + , + f ©SEp PUgLYC l�CSA', + . +, lE> '� + + + a ++ •f + + , O¢ + ♦ a + , + +f ' , + + a♦+' , ' f ' + + + >f + , + a s' > ♦ , ' f ' , , ' , , + a EASEMNT E,ITYP. , , ' i, ♦ 5�,t� f ' , , ♦ f ' , , , , ♦ , f ' , ' , , touj f , f + , + , f , ♦ > > f ' , , , \ / f > a ♦ �» ' i+' i + ,f , ,f a ♦ f+ ,y ..+ f♦' ,. ,, f, PROJECT,B0UyD91RY, a ♦ f ' IQ LOT 58 W I / , LOT I ". TYP'. LOT I I—� � i'I+ ,' , , ,'I♦�, , , , a ♦ 52 53 IW > — I I'1 f ' / \ \ III I 44 W d la ' of+' ♦ + f ' , ' + f , ' / \ , f , , + + + , + f + , + f , ' , '� f ' , , f ' , ' ♦ ' f ' , ♦ ♦ > ♦ f ' , to ^ I LOT � + ' / f ♦ • f' ,' ,'', , > 59 / a >f, ♦ , , �f faf♦iif♦ , f',',',' ++++++ +11f f•f♦�,f ♦',',+,+,+f+ +'f if if / W ; I PRO�'05EDINCL. DIPi x / LOT \ 5 —� 0 a +aI f a f ♦ 'f, NJrjTL'RLINE, iT,YP. / \ \ ♦> f ♦ f, f ♦ f, ,' f' ,+ ' i,'+ ' 'a♦' ♦' f' ♦' ,' ,> :. ♦'i f'f ,' ,'+, •+, •i,+i+f++'++i f f +f fa♦ 17 > \ + , + f a f ♦ >Vi > I+++, + + + + + '+i, '+ , '1fa ' + , , , ♦ , f > f a f _,i a f , i , + , , a , , , -� , ' f — — , 1 f, f ' , ♦ , ♦ , ' f ' , - , ♦ ♦ f ♦ ' f a / PROPOSED 6"x8" CROSS f ' , f, , +♦ f ♦+ ,+ f , ♦ , , , f , , , f ♦ f ♦+ 8 x6' REDUCER, (1) 6" � i, \ ,++ , �1f , +♦ ♦ ♦+' !� ' , , , , , ♦+ ♦ , i + > > of ♦ ' f , , f ' , ' ' i, ' + ' ' a + ++ �f ♦ ' f .., ' , + , • f • i f + , ' , f f f , ♦ , G.V. AND (2) 8" G.V. I ++Ifi > f , , f t W /. / / \ \ / ♦+ f+ + f+ i+ + f, f ++, + + a♦i , f+' ,+' , ' , ' ' , ' + '�+ , , .,�� , , ♦f ,>' , , , 3 PROPOSEDS TEE G.V. &COMPLETE FIR , 6" + W / \ \\\ a ' �♦ ' ♦,+' +, i'1oQ WPQ+' i, , a ♦ f ' , , , + , i f a f + _ i ♦ i f+i i++ + + f + i + i f i f f + • /, . a 'T.' W W , , + ♦ a a '�, ♦ ' f . ,.� , , , ♦ f ♦ ,� �.. '/ + ♦ ♦ ' f , , + ♦f ,i i , f i++ i++ i ++ f f i ' f + i f a f ♦ ♦ ' f ' '.` , ' , + , + i + + + ' + , f + f f , HYDRANT ASSEMBLY , ', + BUFFERiYPf + �+ + ' , ' f♦ ' ♦. ,f ,i ' ,' , ' Wild-�_1y�_ W f ♦ ' f , , , , ♦ ♦ , ' f ' , , , , , f ♦ f , ' , + , , i , W LOT Wi , , , , , � +III ♦ , ' f ' , ' f ' , , SW. ��� / 18 \ a ♦ ' , ' , , , , f I , ♦ ' f ' , , ' f, , � ♦ a , ♦ ' f ' , , W Wes/ � �pQ- i ' ♦.' f i f fi , f , f , ' i ' , f , , '♦ , ♦ , f ' , ' , ' , ' , ' i ' 'f ' + " f f + , " , , > a 777 W W W '� LOT QO f, ' ' , ' > ' > ' f ' ♦ ' �f �' , , , ' , ' , , , , , + , i > , f ' .f, ' , + , ' + ' + ' a ' ♦ ' f ' , ' , f , f ' i , , > ♦ a ♦ f , ' ' , > f ♦ , 'f f ' , , of , + ,_ f , ♦ > f 4..: f a f ♦ i f 'f , ' , f '+ , f ' f 0 b S ? + ++ f s_ f i f♦ i f f♦ , f , , , L ♦ f ♦ ' f ' , , , , ♦ , , + , ' , , , = LOT QOQ ♦ f i i f f ♦'. ',.' , '+ , , , ♦ > fi'� , ' f ' , ' , ' f ' i, ' f ' � f ' , f ♦ ♦ f ' ♦ ' f ' , ' 20 .. - / �pQ' � i , i f . f ♦ i f f -i , f , , + , + + f I ,�' , , jl , ♦ , f ' f , , , ♦ a f - ♦ ' ---- LOT21 a ♦ ♦ f , , , , a ♦ ♦ , f ' , , , , 3 f a f ♦ t f ♦ i , , , f f + , + , _ — -1 I — — — / f,+ , � a ♦ f '1 f a f > > , , 'i f 'f , 'f , , +>� > i ♦ f , , , , � a ' > // Q + ♦ ' . ' , , 1 f , + EXJ,S7I14� SA�ITARY + I $PWU,+TYe.+ �, + a,++ if+' i, �f,♦+ f,+' t.' + f'+a♦i'♦+♦f'f♦f f'♦f,+'•f,+'fi ♦ / f ' ,.' ii ' + ,.. , '+ f + , i i. iif + , f ' , ' , i ' ' ♦ >, + ♦, + +,++if, + 1f • 'f ♦ , ♦ 'f f > , + „ , ' , ..- ' ' , , f + , f , f a I / + �'f f s , ' + + + + • + , + f + LOT 29 LOT I I LOT >% , 28 I LOT LOT LOT ♦ , f , y,. , , , > > a 26 2 +f i, + a + fi + f , '.> > > ♦ + + f >.. f +. ', + ii + + ' f ' , , , , ♦ , , ' ♦ ' , ' f ' , , 24 3 25 ' + ' + i • i + i + i • ' , ' ) ' ii ' +,.? f ''+f ' + ' +1f' f♦+' i,f' ifTiff,+' f, ' i ' ' , ' ' + ' ' i, ' + ' ' a + , + , ..., + f + f ♦ i f 'f , ' , ASPEN , , > , ♦ ♦'' _,'+ + , i +. ;_'! f + i f ' i , ' , , , , + , +� i + i • if f ♦ ' f ' , ' , ' , , ♦ , , + F J ASPEN a > , > - f , ♦ f ♦ a., f ♦ f a f ♦ , ' , ' , , ' , �, ♦ ' f ' , ' , ' f a , ' f ' + ' + + f ' , , PROPOSED 8" CL. 2 DIP , ' ' ' + + f + f • + . , ,- f , , + + + > ' f , . ' , ' , , ♦ . f ' — — _ ; WATERLINE, TYP. 2UNIT5 J UNITS 2UNIT5 a ♦ f i , ' -., + , f ♦ f ' , ' #I , , ♦ ♦ ' f , ' ,. i f ♦ ' f ' , ♦ , f / / I I 2UNIT5 f ' , ' , , � ♦ i ♦ , ' , ' , ' f ' , + , ' +> ' +> ' a♦ ' ♦ ' f ' ♦ ' , ' If+, ♦ . ' , ' , f , ' , > , '' a f ♦ f ' , ' . , / GRAPHIC DiPHTlSCALE �._°.. ♦ ' f , i f f + , f a 'f f a 'f ♦ 'i f ' , f , + , f , , ' , ' , '/, ' ' if + , "i, • I, '+ , 'f a 'f > ,f f ,f , ' '� •i - f ♦ , f ssll ♦ f , ' , f i f ' i, ' +♦ ' + ' a + ♦ + + i+ f ++ f • i + , , , ' , ♦ ♦ ' , ' , f a ♦ f , , , s. , , +, , , , , f , + > f / 30 0 15 30 60 120 ♦ f ' ♦ ' , + i ♦ f , ' , ' f , , � ♦ ♦ f of ♦ f ' , ' , ' , ' , f , f ♦ , ' f ' ,+�, ' , , +':�f a i f f ♦ , ♦ , ♦ , ♦ , ' f nLI f' f > ,' ,' ,' ,' i '',' ' f ' ♦' f ' ,' ,' 1f f f ♦', ,' , ♦ - "f , , ♦ ♦ ,' ♦ i ( IN FEET ) ------------------ SHEET f ♦ ' f ' , , , SCOTT /R. 001LINS Z Lic. No. 035791,E A 7/5/214i ti IN Q z O m V) z J z W /�/°� J LL Gz`' J J ~ Lu J` LL Lu F1 Q J Lu Q w a U1 JOB NO. 202194 SCALE 1" = 30' SHEET NO. 7 T.M.91-12A CLAUDE S.SHELHORSE,JR. & VIRGINIA THOMAS SHELHORSE D.B.1049-86 D.B.521-523 PLAT D.B.337-255 PLAT T.M.91-13 COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA D.B.1033-313 D.B.1033-313 D.B.619-368 PLAT I T. 91A-B 1 OREN HASE IV,AVINIT" AVON P PERTIES,LLC D.B. 67-750 D.B.48 -228 PLAT I ACSA GENERAL WATER & SEWER CONDITIONS (June 27, zoi9) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, zoi4 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION ATTHE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OFTHE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OFTHE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OFTHE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BYTHE ACSA. 11 T.M.91-11 I SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA D.B. 5258-620 D.B.1979-46 & 47 PLAT , -LU L" 2 - U0 �w w V) - w 1z - J i am6postp 8" i a ,a i TY W DOFF', ' a.Q,S BLY, ' '•SPACEC' SCOTT/R. CL?LLINS'Z Lic. No. 035791,E A 7/5/21 LLOT 12 I `_ - O _ —_ - ---- - - PROPOSED8"x6 I TEE, (1) 6" G.V. U z g I AND (z) 8" G.V. Z 0 I LOT <:. O o I II 13 W v O IQ - ___-- W tie LOT O 14 0 It \ 1y - � C 17 0 - 19+07 18+00-- ---------L9 Q Z ('R0P�5Eb,6 SG'.V.&6> ' LO ia 54 ,TYPFALQW QPROJECT BOUNDARY, ASSEMBLY TYP. - - AC(, A A P PR, Oa 6 LOT55ASPEN < O ,' a ,i as I , I ,i as ai ai a I I I LOT 1 y � - - ' � � - - 1 a a 1 a - .i �p}�.N 'a ' a ' � CIDLOT 42 ASPEN J —1— PROPOSED 6"CL.52DIP 4 I — 1 WATERLINE, TYP. 0 i a a+, is is ii ii, 1 I I LOT 1 — — — — I c. J I I REDWOOD REDWOOD I REDWOOD I REDWOOD I I. LOT 57 •� ' ', ' a a , , i'i'a g a, al , PROp©$EM NT,;rYLIC i. I aaa ASPgg -- I _I L I L--� I LREDWOOD IQ 1 o I N L — — L — — 1 ASPEN ASPEN C) , ' EA3EMEN i TYP. ai I f ASPEN w Q ASPEN IW F, I IQ LOT 58 b > I� LOT LOT LOT LOT LOT LOT W J LOT LOT LOT I I I - I LOT I� a 1 a I, al ,' 47 48 49 50 51 52 a > - I , W 46 1 1 1 53 h 44 1 1 1 45 I I 1 1 I I o a I 1 1 1 1 1 Io N 1 LOT 59 111 III II 11 11 111 II a I ` p , w z p ° I ,Rwq WATERLINE t,YP�"P J s , in- --PROPOSED G.V.&8' I — J L ai' . ' , ' , ' , ' ' -t TYPEABLOW OFF PROPOSED B'x6 TEE, 6' — 00 — ASSEMBLY PROPOSED 8" CL. 52 DIP G.V. & COMPLETE FIRE s PROPOSED 8"x&' CROSS, ' �> ' 'i ' ' ' ' ' ' i 016 HYDRANTASSEMBLY 8"x6" REDUCER 6" WATERLINE TYP. , , G.V. AND (z) 8" G.V. ' ... $"x6"TEE, 6" I . a POSED 23+00 ; GRD& COMPLETE FIRE I J y o - 23+06 �W�,^^ 1v+B�W w w w w- 9 9Ck W w w wf3+$ w -w w w w,o —rrR—w - w ww7— w g�w��W HYDRANT �yw U aJ I- - _ kROPOSED PUBLIC ROAD C — 49' PUBLIC R/W � _ w —µ I w w w ` _ _ A 3 Ljj Ln m.6 Ln --- PROPOSED 8 1 I ,I 11 1 I 1 1 1 SANITARY SEWER, TYP. I 1 I 1 1 1 1 1 1 1 I I E- 1 11 I I 1 1 1 11 1 I 1 I 1 1 �n I —I 1 LOT I LOT I LOT I LOT I LOT I 1 LOT I 1 i ,• 1 LOT 1 LOT LOT I LOT 1 1 E- z 34 1 33 32 31 3Q 29 I LOT I LOT LOT LOT 38 37 36 I 35 1 1 1 1 1 28 j LOT LOT LOT 40 1 39 1 1 1 1 1 1 1 1 1 1 1 1 26 25 �4 �3 ASPEN ASPEN ASPEN ASPEN ASPEN ASPEN I ASPEN — J I— J— J J J J I — ASPEN) I — ASPEN) — ASPEN) r — — J I — — —r — — I — r — — I — — —r — — — — —r — — I — — —r — ——r — — I — ASPEN) PROPOSED $" CL. 52 DIP ASPEN I r I r I -- L-- I --- —F— I ; WATERLINE, TYP. -- JiL aUNITS 2UNITS ASPEN 'UNITS 2 UNITS o LaL ON w I � ~ �•I 1 �; J - S S S S S S r, - — - - - - - — — — v -- �- w 0 Q �I M M M M M M M -- o I_ T.M.91-1-1E _ Ex TING WATER LINE (D / A INITY ESTATES,LLC \ � M M M M M M M M AA M M M M M M M M JOB NO. I / D . B 512 4 - 6 7 8 - A PLAT — — — — — — — — — — — EXISTING 2" P — — — — — // — 202194 WATER LINE / D.B.4990-174 �/ M i HiC SCALE SCALE / B.4894-228 PLAT j M / EXISTING PUBLIC T.M.91-16D ao s ao so +izo 1n = / D.B 558-3 _ T"' ACSA ESMT. SCOTTSVILLE ROAD HOLDINGS,LLC 30l i D. B. 3257- 702 TIE INTO EXISTING 12" DIP D.B.3480-44 & 45 PLAT W/L W ITH A 12"x8"TEE, IN FEET SHEET NO. (2)12" G.V. & (1) 8" G.V. ( ) 1 inch = 30 ft. EMENTS TO THE SL PES STE ER�T(THAN a SHALL �BE PLANTED WITH NATIVE STEEP SLOPE MIX T. M.91 — 8B LOODING OR DAMAGE. PROPo�EDRETAININ\ — WIBS PNNACRE, OR LB PERi,o oST CONSERVATION UNLESS SPECIFED OTHERWISE RWISE(TYP.) COUNTY OF ALBEMARLE,V G1 IA �Q�T] WALL, MA .WALL HEIGHT �' ' + ' + ' + ' / / D.B.1979-44,46 & 47 PL T O ABOVE FINISHED GRADE=6' O ' I— LJJ L.L.) ' 2 ' SCOTT R. CL?LLINS'Z PR DRAT >S HDP RD ' \ \ \ ' + ' ' ' U Lic. No. 035791,E DRAIN SYSTE w/ io' ' I- — _ — \ \ , ' , ' , ' / / COUNTY DEFINES PRESERVED STEEP 0 PRIVATE DRAINAGE �' > I N J I _ \ \ \ ' + ' + I / SLOPESF,6UND�TO HAVELESSTHAN EASEMENT, TYP. i i� I \ \ ' +' f / 25%SLOPES IN FIFjLD SURVEY 7 \ „p� /5/21 ,0 � � LOT I \J— / �� / / \' o� SION \ _ I �S 7 /I / ^ ♦ +' // \\ I ' \ 1PROPOSED RETAINING � � LOT WALL, MAX. WALL HEIGHT �� \ \� \ I GA ggs 0 \ AB,OVE FINISHE GRADE / / , / \ \\ \ L —� =496, 7 O / / / LOT I' PEN 5.0 I / �\ LOT \\ \ G R 49 \\ 9 \ O A EP°L/ Y / / �L PE,S VEhfl WITH LOT /49TJ OQ \ 6, �0 'FIr,YDS VEYY/++', ''+ +4 PROPOSED 18" YARD10 DRAIN INLET, TYP. \ oo \ P • °/, � / /iJ1 +i�+' •�/'+ �OD P. +'++++'�'�i+ i + + + '+•s+' O n \ LOT \ / 4g 5' / _ + / / o.\ / +' • /++i+ / ++ +I ,,+' ,i +,+a/ i++' , GP � .i ,i i ++ , , , ' \ C SING 0 \ \ \ \ � �� � LOST' � \/ � � '+ + '�+ ' / ' ++�♦ �+ ,♦/ , ' �' f '+ ' +• Q g 9 / W .67 � � � • 12+ / FF / � i++ � ' ♦ ' / ++/,•'++' O w Ia GAR=25 \ ti +.00 g,�' '�T100;WP , +,+ + ,i�, + ,i +i a + i + \\ O in \ > U /I / ° •/11'�" W—�W - , ' +a ' + '++ i ++'I ' ',''I ,'' i,+s� a+� +/�' , ' , ' ++ ' i(, + ' ♦+ + , + , + +\+ + + I \ + a ♦ + ♦ I + , ' R1EE'SEREDSTI�PP� STAPES + + , + ,� + , ' I W l/Ar + 4 > I=492.6 ✓ � �/ , + , , + , , + aJ+ , /> \ LO I E 493.2 I I /. � � � — — � 1I ' � ,+' +, '++ � + '+++ ' ++ 'i>+ '+++ '++, j ,�i+'+i+�i + , ' , ' , '++, '+ , ' ++ '+++�i>+ '+ + '+ +. i++ •' i ++ i •. + ,i'+ +,+' +, I, + , +, i �, A. 3.90 00 I 10 I GAR 4 4.48 I / L �, A " � 7 + ,, �7 s`•,� ' +, ' > ' ++ ' +s ' a+, ' ++ ' + ' / �+ OT I LOT I AR 49 FSM 4 g59 I s� , ' , /+ . ' r , 44 + + \ FFE \\ I 2 I �G4.50 8 ,4 , � + + , �/, � + + , , , + , t + , , , Ln r I 4 / 1 \ / ASPENJ I FF — I PROpO 0R,2{k�lNI,NG ♦♦ LiJ I GAR 4 2.10 LO \ + WALL Ax �VAGLH IGH+ 8 I � \ \ � ASP J I � � � / I 7' I + , , , , , + / '/ + ' , , + + + +, '+ , + a , + > i , ,+'i ,+ i � ,i++ i++ i •+ LJJ \ � O i � ASPEN L � ,[/+ ♦ s i + + + s + ' ' + + + i , , ' , i, ' , ' ' + , + a r _ ' Lu ++ y _ _ 0 J 19+07 / + I 1 +00 cn , , + + + ' + V 1 + S + ' + + i 1 / 'DWOO / I iREDW-00—D I I/ / OT i � / T 3 52 R= XFFE= 99-00 0.74 liR= 97.00 3 /FFE= P 3 + + i + s + 00 +PROPOSED 8 ++' ++� + • � _'. , , '+ , + . / LOT , X 5/ .+ , + \, •' + , + T , + + , ,' +�_, ems'—' ,' +'\+�+, + + 1/ / , + ' , ' + + , + + s • + ' , + +• + , , + ' + ' , , + , + ' , ' , ' ' / +' FdYNDATl®NI ' + 'Q �ea1"+Id PfjIVAT� DRP�INiA�iF� + ,�+ ' , ' + � � / ' � 11 + ' + Iii , ' ' '+ ' ' , + , + + , i �+�+ + + + 'i , '+ + ' , ' , ' + ' + ' , + ' J+ , + + + • l + + + --i' __ / LOT =� , + ' j ' , ' , • , , + ' , ' , + + , ' �, '+ , + • + + + + + + + 4:� + , '+ , '+ + ' + '•++ ' J ' , ' + + r +'II+,>+ ++ 'I +• 'i+, ' i+ ' ++ ' i,MANAOED,SYE � + ' , ' �- Gq R, 16 Q / \, ' + EN, + +, +++%' ' , ' - '++ ' +, + + +� + + ' s-''+ x.. + ' s ' • ' + ' , SLOPES, T,YP. + , ' , FF�'g8 6 ' �� , ' 4'�+ + + + ' ' + + ' , , i s'"'', ' .•'.' , '/ + ' ++ ' + ' + 'PROPOSE©F<,,IBiIL � . + ,DKAIIJRGE, + + -, / , + + + ,+ + �� • + , ++' + s ' , + , + , + , + i s + • �, + , + + / \ �j Ale+ + + + • _: + + + + + s , + , ' + U • ' , + + , + , + � • � PR'OPDBED RPPRAP'LI E® , ,' , ' • + , + > + + . ' \ � I y. �+ ','r,+' 'I ++ + �" x J LOT \ , '++' +' ;+ + , ++ + ,+ + + + + + :, •' +' ,' +' +' ,'++�+' +' W P�20P056D'SN6NiFACICITL'& + .� s ' + , + ++ �-+ +, ul W j W W1 , ' + ', •, r++ ++ ' ++ 7 + , co ++� J V�D/ \ �6 620 e / + + + i ; ,/I+ , + + > + , + , ' , + + + + • , + + + � +))7 s+ i ,•' a ' ,i'+ ++' +i' , '+++ 'i + 'i + '+ • F11 fl � � / � CFI \ \ o O� , + 1+ •. /M ENT AR=4 �FE=4 00 \ ++, , ' \ Q°� / ' p" + ' •+ ' �+ ' • i + + /' + , , '++ '++ , '+ + + • , + + + + i , + • + + + + + i + + ' � \ / � Ln B MT= 89.7 FFE=4 6.00 Ln U7 LOT A N Ln N N N + \� CIA 0\1 117 to N N N + , • 'V , + +, , + + , , ' + + , , + , , + + + s . '• , + + i + + + , ' 2g � co oc LOT �, , + 2 3 �O ��LOT �� ) + y a LOT C s 4 - rn 0) LOT DLO ' �� z u ii z3 II iI;+' II II 26 II 25 II II 4 W. , ' , , �t + + + . ' , • ' . ' , ' + '> ' i , ' + + + �. ' , ' + ' + , i , + , / / //. ///// ASPEN 01�z7 L� r W Q W + , + , • , ' , + + �+ + + , + , , + /y.//,+ �� — J W W W W W C� 11 ; ' +� ,' + ' + '+ + ' ' ' '+ '>I�I+ ', '+++' + +' i' + + • ''+iA ++'++ / / F r ASPEN W W UNITS 2UNIT5 '+ + i s ' , !� + '+ + •' s • ' + ' , + + i , • + ,+ ,+ +I ++ �'+ ' ' + ' + ' + ' ' +i' •s ' + + i++' +, ++ / / /// 2UN A�UNIaUNITS .. ° ° ,+'i , + + /+ + , + +i + •++ '+ s 'i+++' ' s ' • ' , + ' + ' + ' + + + PROPOSED$ i ++i , + , + + + s ) • • + + + + ' FACILJTV + \ — /, +�; '•+' ' �+ ' + +�' ' ' �' '+ '+'+ ' , + '+' +++' ++ �+ GRAPHIC SCALE +i + + , , + + + + + yam+ s • ' + + ' / +, ' i+ ' I, 30 0 15 30 60 120 -3 �"8�-r_-_t---'�_ -- _ROP95ED 8„ HDPE. ROOF/ 6� , ' i+ ' + _ + , •... s , , / /// —r — + + BENEATH PRIVATE ACC --FOUNDATIONDRATRSYSTEM c neH; + + + + , ' + + + ' '+ ' ' + ++ ++ ++ , ++ IN FEET 1 1G — �` y ion 10 1 0 l '-- -- �+ inch = 30 ) ft. + + on �•'•nn mnlnlrCTIOPI— TEDIGFT IIP�ITR2fV�CTE—� —` —_ - : + + + + + + + + + \, + ,• + ' �' , + ��` +•+ +, + ,' + + + + + h 1 �. DRAINAGE EASEMENT: iO _�.— ' + ' + + ' . , + , ' , + . , .CON + + • I � ,,■Bill MEN rA • � ,N■ill I�I Q z O I --I W V / z_ Q J Lu W Q LPL(~/� VU LL Q 06 J w z r n� V / H1 H1 LL Lu H1 J Lu Q w ( � W a V U1 IOB NO. 202194 SCALE 1" = 30' SHEET NO. 9 T.M.91-12A CLAUDE S.SHELHORSE,JR. & VIRGINIA THOMAS SHELHORSE D.B.1049-86 D.B.521-523 PLAT D.B.337-255 PLAT T.M.91-11 SCHOOL BOARD COUNTY OF ALBEMARLE,VIRGINIA (PROPOSED RETAINING WALL, MAX. WALL HEIGHT ABOVE FINISHE GRADEKic. Co.> 0 7�5�21 �. 0l' > > > , > \ a GtNR=49 67 FF =49.25 1 J LO� I I II� 12 I I G -492'6 I Vl U g U D.B. 5258-620 I LOIN E=493. Z o z ~ z D.B.1979-46 & 47 PLAT , 111°o E13 II '; O u = Lu �o ) J 1 Lu 49 GAR IIce Lu II FT 4 O - \ i Lu Iz ,0 \ I� PROPOSED RETAINING ( 17 0- WALL, MAX. WALL HEIGHT / ABOVE FINISHED GRADE=6' I ' 19+0� I 1 +00: / 9 Q 1 _ - / PROPOSED 22" HDPE YARD I - DRAIN SYSTEM w/ io' i +• In / PRIVATE DRAINAGE + A L 1 � /EASEMENT,/TYP. �/'� FARM SLOPES STEEPER THAN 3:1 SHALL BE PLANTED / / /�^ AL � l" WITH NATIVE STEEP SLOPE MIX WITH ANNUAL r lJ RYEGRASS BY ERNST CONSERVATION SEEDS / \ ATA RATE OF 6o LIDS. PER ACRE, ORILB PER / / / / / i,000 SF, UNLESS SPECIFIED OTHERWISE (TYP.) - > ' i> > ii>+> -- 321--- T.M.91-13 COUNTY SCHOOL BOARD OF LOT - ALBEMARLE COUNTY, VIRGINIA - z - \ \ \WALL % TYP. ( / D.B.1033-313 41 1 ASPEN L - 1 h v v v L / D. B.1033-313 GAR= .00 GAR-24.00 1 v v / _ _ _ - - - / - - - - - - ROPOSE42a YARD 3 D.B.619-368 PLAT FFE 27.h6 FEE .16 1 LOT 1 --- ----- -- - - - DRAT LEr,TYP. ----- - --- I RED D_ - - REDWOOD �REDWO pry D IR DWOOD I - - - - - - - - - - - - - / / REDWOOD GAR 524.00 ASPS L - - - - L f - - " L / 1 ASPEN L - 1 9 ASPEN / 52,4.58 1 , 1 1 I ASPEN \ 1 1 / ti� LOT 1 / LOT I I LOT/ LOT OT / LOT 1 OT ji LOT 3 LOT LOT 1 4�/ 1 49 1 51 1 5z 53 52224.416 GFAFRE`=55 7451S----�v 1FF 514. /GFAF R-=5 --�1 1 /G�AR= 41.67 -G6- .0 1I I1 A-R99!0/0 .00 GAR6 06.41 4.74 - JI 1I GFHFEn== 97.00 3 -J J. (LW • 'ham. r W • a .. LLA P �3+06 � w > z >,>>> 'PROPOSE�8�1iDP6R0 > Fi FO>�1NDJaTION' DRAIN SYST ' .+'v l�trq>ld' PRIVAfF DR�N14t�i `I >> P .AIDE' �,++EASEMENT > COUNTY Q Jv1ANA0ED CT �/ S'LOPES, N Q Z I p' 01 Q >DRAINAGE+ L.L EASEIGIENT; TY w > W Lu P < > > I W Z z I\. w„^- w w w w w / w w-.'/ w��F� w �w w j w w1. w. w 1 \ / w)�� w A A / /IN Lu ul con S .83 3 GAR=5 ..33� GAR=S 0 GAR= `.09 AR-4 . .00 , -- � \ � W Q 1 R= '5 GAR=S 33 GAR- 00 AR= 50 ti FFE- 6.33 - .00 Z II �� I FF -5 9.$3� FFE=5 .91 FFE=5 58 I �EFE- 58 FE-4 9.58 I (� A 5 0 FFE=S FE- 91 FEE=5 7.8 =5 _ T= 96.50 _ B MT= 89.7 F- (f MT- 0.00 BSMT- 96.08 BSMT 93.75 BSMT= 91.7 FFE=4 6.00 3 FF 5 OC�=523.83 BSMT 513.5 BSMT= 11.08 BSMT 7.75 BSMT- 03.67 / n n n , V] I -I BSM = 6.1 BS f 1 4 Q0 \ \LOT LOT / LOT LOY L T i LOT LOT LOT LOT 488Ln �n ,n C� C� N N (~ z \ / /34 �3 3z 31 3o z9 OT N N SLOT LOT II O T 1 38 37 / 3j / 35/ / 1 - 1 3 LOT ro LOT m LOT II / / 1 _ - �� z6 �� 5 z �w �3 u : 4� �39 1 / / E z u 11 4 1 1 / PEN ASPEN) I - ASPEN) - ASPENL \ ASPE J ASPEN) - ASPEN 1 W W Q W J ASPEN I - ASP J / ASPEN) I - - L - - _r - - / r - - - -r - - -�4-r - - -r - - - - -r I r ASPENL( < Q LW ASPEN) 1 - - 7 - / / 490 TW w a UNITS / ____ aUNITS UN TS - - - a - _ O N F1 Lu - OP=� - .-� - - PROPOSED CULVER 3 �. �ROPQSED 8' HDPE ROO 55. MH. 55. BENFATHPRIVATEACCES i r lon Ton �sn on Lin onen rnnlnlc J 490 -.\ DRAINAGE EASEMENT O ( � w _ U \ / T. 9(A-B \� �\ \ M M -49 3 S a V � 0 EN HASE IV, AVINITY \ _ �� - - - - 494 A/JON P PE TIE LLC 1 1 \ \ 1- - - M - Mr -N�-_ _ M M M- �Nt�� l� M �06 NO. \ A INITY�SIATES,LLC i / j� _ _ - _ _ _ _ _ M _ _ �mb 490��-�1A _ \ 202194 D.B. 67- 50\ \ D.B 5 24-678-A PLA- / _ - - - _ - - - - - - - /D.B.48 -22�L T 1 \ \� / / '% �� --� -� - - �- SL B.489�2__-ao s ao so zo SCALE T.M?J1 16D SCOTTSVILLE RDAon-HOLB1N�,LLC 111 301 D.B.3257-702 SHEET NO. 0sD. B.3480-44 & 4�LAT \, ( IN FEET 0) 1 inch = 30 ft. 10 • LOT EmiFFE- Imo. 9 .,Y�Iil �y I • ,■did GAR • LOT IN I I�I GAR '• �� •� I r GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE, EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WiLL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET, 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD 774E FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR 07HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS 12VVOT STANDARD CO-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC7ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECT70N SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPEC7ON PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT, ROAD NOTES• GRADING 1. THE LATEST ED177ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY MTN SUITABLE MATERIAL TO THE SA77SFAC77ON OF 774E ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS CD-1 OR CD-2 OR UD-4S TO BE PROVIDED AS INDICATED ON THE PLANS OR WHERE FIELD ( ) CONDI77ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN 15 INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION () SPECIFICA77ONS UNLESS OTHERWISE N07ED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO 774E SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. Pay�'.ilrNr 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10 THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 11 il, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY, 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 00.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT. POSTS WALLS SIGNS OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. CG-9D WIDTH OF A 6 ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING CONNECT70N TO ANY EXISTING ROAD A PERMIT SHALL BE OBTAINED FROM THE 14RGINIA DEPARTMENT OF TRANSPORTAT70N (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCT70N METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VOOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTAT70N CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. 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 S TABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCT70N INDUSTRY (29 CFR PART 1926). ^ -I lh WIDTH OF ENTRANCE y F EXPANSION JOINT Q j W EWSrING OR PROPOSED S SIDEWALK M SIDEWALK SPACE w15 % CURB INCLUDED IN 1 W l\ ENTRANCE GUTTER E%PN151DN JOINTti C i W FLOW LEE i ENTRANCE WIDTH ONMINIMUM W' EXPANSION JOINT ABSOLUTE MINIMUM 12: EOCE OF PAVEMENT A NORMAL GUTTER rNPLE YLAW SECTION A -A ROM AND BRIDGE STANDARDS SHEET 1 OF 1 REVSICN DATE 203.03 07/15 LINTS OF PEDESTPoAM ® _ _ _'R" ® LIMITS OF PEDESTRIAN AC 55 ROUTE ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE WPAVEO SPACE -WIDTH OF SAB RI LIMITSssROOF PEDESTR AN ROUTE -TRAVERLE cfUTE PEDESTRIAN ACCESS ROUTE DETAILS WITH & WITHOUT UPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS HEQ O IF THE LIMITS 1'-3" OF PEDESTRIAN ACCESS RUL1E EXTEND BEYOND EXSIING -a OR PROPOSED N RIGXT-OF I ® PEOE51flHAN ACO:55 ROUTES PROWDE A CONTINUOUS UNOBSTRUCTED STABLE FIRM AND SLIP RESISTANT • li. Y. M. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CM BE APPROACHED. ENTERED AMID -e .e. '•IE. USED BY PEDESTRIANS. N F PEDESTRIAN ACCESS ROUTES 10 ARE BEING ........ ��`� o`er PROVIDED.A MINIMUM 4'TRAVERSABiE WIDTH IS SECTION"B-B REWIRED WITH A MAX. 27.. CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD STAIN OR C6 7 THE CURS FACE ON THIS g'-p• STANDARD IS 7. BE ADJUSTED FACE TO M HIS PARABOLIC THE MCUNTMLE CUB CONFIGURATION. CURVE i. e. ® , . xx W O%ITO 10% CHANGE SECTION" C-C N-CLASS AT (I.E.S.) CONIC. -0' ® MINT OF MADE CHIRPS • x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS x x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST TO -INTERVAL AND 8 2 MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION D-D STANDARD ENTRANCE GUTTER REFERS 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 4" COMPACTED EARTH SUBGRADE 5' 2" STONE DUST CLASS B - TYPE 1 LOW -MAINTENANCE PEDESTRIAN PATHWAY DETAIL NO SCALE NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INSTALLATION OFANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iII. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OFA PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. BEVELED UNITS 1o'emiRnnH EXTENDGEOSYNT MCREWFORCiMEM��T TO WITHIN 2 MCHES OF THE LOWER B14FI FACE\� 10"MMINTUM-y l�- �\ AnchorTN Diamande / X REINFORCEMENT CONNECTION WX (NOT TO SCALe) e.-..:To,.....:,+..... ) �w 7 HI �I REMFORCEMEW LENGTH-----'�li NNISXEO GRADE GPL6YNTHBTIC REMPORCEt.MN'! I IDM LI IELE1. V`OGED fi N@i1MUM EVELTEIED GRANT.L.CVELMOPAD Wm=WIDTBDEDAVNENG , GY M-DMHOPERGVATION L-LENGTH OFGEOSYNINETIC REMPoMEMEM L Wm=6-DeH1•L.6• wog AnchorTM Diamond® X 11 EXCAVATION OVERSIZING WX (SCALE: 3/8'-I'-0") `-'-•"`"�� `""sue` Anc lot- Diamond® X TYPICAL BASE PREPARATION WX (NOTTOSCALE) I I 11 I 1 1 I I TRIP GENERATION MAP SCALE = 1"=150' ROpp A \T NE 5 � LA z3 AD I IEFARM -- - - ----- -- GALAX__ - -- I I - - "•�St2 7 _ I Ili-�IHJi( I \\ i I I I I I I I I I I I i. � =� I IL/ TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) 43 SINGLE FAMILY DETACHED UNITS (CODE 210) 16 SINGLE FAMILY ATTACHED & TOWNHOUSE UNITS (CODE 220) ADT: 523 VPD (261 ENTER/ 262 EXIT) AM PEAK: 39 VPH (io ENTER/ 29 EXIT) PM PEAK: 52 VPH (32 ENTER/ 20 EXIT) Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Road A 523 2 543 4 4 12.63 SM-9.5 2 2,25 BM-25 4 2.25 21A 4 0.6 15.90 Road 104 2 124 4 4 7.49 SM-9.5 11.5 12.25 BM-25 13 12.25 21A 4 0.6 12.53 Road C 419 2 439 4 4 11.89 SM-9.5 11.5 12.25 BM-25 13 12.25 21A 4 0.6 12.53 NOTE: PAVEMENT DESIGN FOR NEW SUBDIVISION STREETS SHALL BE DEVELOPED USING THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA AND MUST BE BASED ON IN PLACE MATERIAL AT THE TIME OF CONSTRUCTION. CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWNG: CG-@ NOTE:COMPONEHFS OF CURB RAMPS CONSIST OF THE FOLLOWING, HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES MEAN UAAE YARDSI XY T (DEPTH Y 50 MMLC CEMENT SIDEWALK IM N NCIE HEA N SONARS AIW9 CITE WHEN REQUIRED ICG-2 E CG-3 N LINEAR FEET) CURB WHEN REWIRED ICG-2 CR WA INCRULINEAR FEET GENERAL NOTES: GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) DETECTABLE WARNING SURFACE (AEA IN S UME Y/IWSI 0 0 1 THEDETECTABLE H P RI TRUNCATED EACH OF THE ABOVE ITEMS 15 A CUT RAMP PAY ITEM AND SHOULD EACH OF TIE ABOVE ITEMS IS A CUTSEPARATE PAY ITEM AND 9R0.0 OE EC ABLE WARNING SHALL BE ROWDEO B RWCA ED DOMES. 1. THE DETECTABLE WANING SHALL BE PROVIDED BY TRUNCATED OWES. BE sUMIAMOEO FOR EACH CURB CUT RAID. BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNED SHALL BE FROM THE MATERIALS APPROVED M LET FOR 2. DETECTABLE WARNING SHALL BE FROM THE HOT APPROVED M LIST FOR DETECTABLE WARNED SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12'1 MA% DETECTABLE WARNING WFALES. PRODUCTS NDT LISTED SHALL MEET SIDEWALK gAMp 12'1 MAX TOP OF 4" THE REQUREMENTS OF THE SPECIAL PROVI WN FOR CG-12 DETECTABLE Ol MM ME REQUIREMENTS OF THE SPECIAL PROVISIM FOR CG-12 DETECTABLE aen MAx CURB SPECIAL DESIGN SECTION FOR BE SUBMITTED TO THE S1MDM05 AND SPECIAL DESIGN SECTION FOR ABafPRVSUBMITTED TO THE STANDARDS AND 3. SLORME EWES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH SNIP y 3. SLOPING SIDES OF CURB RAMP MAY BE PULSED MONOLITHE&LY WITH RMP { 2" R FLOOR M BY USING PERISSBLE CONSTRUCTION JOINT WITH REQUIRED BARS. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 6" 4. IF NAME FLOOR 5 PRECAST HOLES OUST BE PROVIDED FOR WWEL BARS SO 4. IF RAMP FLOOR B PRECAST, HOLES MUST BE PROVIDED FOR DDWEL BARS SC B an 1", 1:�� THAT MJONING FLARED BIDES CM BE CAST N PLACE AFTER PLACEMENT OF ON M'� THAT ADJONING FLARED SIDES CM BE CAST N RARE AFTER PLACEMENT OF W:1 No PRECAST RAID FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. PRECAST RAP ROW, PRECAST CONCRETE SHALL BE CLASS A-4. 13" n 5. SECURED BARS ME TO BE NO.5 X 8" PLACED 1'CEMER TO CENTER ALONG TYPE A 5. REQUIRED BASS ME TO BE NO.5 % B" PLACED )'CENTER TO CENTER ALONG TYPE A BOTH WES OF THE RAMP FLOW, MD -DEPTH OF RAMP FLOW. MINIMUM PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MD -DEPTH OF NAME FLOM. MINMW PERPENDICULAR 7" CONCRETE COVER TVs'•. y y.Y�R CONCRETE COVER r/ ". ,,. r, �; vvaat� / r 2 ` =a 6. CURB / CURB AMID PAYMENT SLOPE CURB / MRS AND GUTTER. TO CRAB RAMPS v,c !K N'9''�•NV Ni %A^,"7'` �r'q�ti.Zl, "Y' 6. CGRB / CURB IN GUTTER SLOPE TRANSITIONS ADJACENT TO CURB SNAPS yaP , Y. w,8i5M'fw4 4 T. --- �17�ME INCLUDED IN PAYMENT FOR CURB /CURB MD GUTTER. N2HnVl 2S�fVU/ �N%y 5'MM ASE INCLUDED IN PAYMENT FOR CURB /CURB AND GUTTER. P2PnW)�F 5'MN "7. CURB RAIDS ME TO BE LOCATED M SHOWN ON THE PLANS Ot AS DIRECTED N',/fY �'f P.121 MMI' N�" 4�P5` C 7. CIIXB RMPS ME TO BE LOCATED AS SXOWN OH iXF RMS IXt /5 DIRECTED IBY THE ENGINEER. THEY ME TO BE PROVIDED AT NTERSECTIONS WHEREVER ly1 R r� BY TIE ENGINEER. THEY ARE TO BE PROVIDED AT NTERSEC710M WHEREVER D,^MAX f"AM ACCESSBLE ROUTE WITHIN TIE RIGHT OF WAY OF A HIGHWAY FACILITY R i THI Hi AT A HI H AY F I ITY E ADCESS IDLE OU E W N TOE WH ER W AL G W ACLNIN CROSSES IS CURB REGMDLST OF WHETTER SIDEWALK 5 EXISTING,PSWALKS , CROSSES I DINT. THEY MUST 6 WHETHER SIDEWALK IS EXISTING,SSWALKSM NONEXISTENT. iMEY MUST BE LOCATED WITNIN PEOESTRM LROSSWALKB OR NONEYISTENi. TREY YUSi BF LOOATEO WITHIN PELESTRVN LROSSWAKSAS SHOWN ON RMS OR AS DRECTED BY THE ENGINEER AND SHOULD NOT AS SHOWN ON RMS OR AS DRECTED BY THE ENGINEER AND SHOULD NOTBE LOCATEDBEHIND VEHICLE STOP LINES. EXISTING EIGHT POLE4FRE TYPE B BE LOCATED BEHIND VEHICLE STOP LIES. EXISTING LIGHT POLES, FEETYP PARALLEL PARALLEL HYDRANTS DROP INLETS ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS HYDRANTS DROP INLETS ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 1' 6" 2 UNOBSTRUCTED STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL C v UNOBSTRUCTED, fiLASLE SPRY MO SLP RESISTANT PATH CONNECTING ALL p, s � c' (Q �no r A. A 5 , . A!A H �' A •. 'a STANDARD CC_ S10NDOTE�SBASE UNDER CURB & AMDEUS BO BV LEPEDESSR%NS FACILITY THAT CAN SE APPROACHED. ENTERED 1 ,, ..�IYC'�E 9�'�Y�YS'%s!9'�K N'/W,yiNXA, � ,'�'� �EI�AEBO BTLPEDESSRIANS. FACILITY THAT CM BE APPROACHED, ENTERED M a+,,VAS�yC{I���Y ������jF ,(,ALA�y/C np CHECKED BY VDOT PRIOR TO 8. RANDS MAY HE PLACED ON RADIAL M TANGENTIAL SECTIONS PROVHnEO THAT i5^"A Y ( 12:1109 8. RAMPS MAT BE PLACED ON RADIAL OR TANGENTIA SECTIONS PROVIDED THAT A•A�iY ARI NVC I '�''S612.1 MA% CURB &GUTTER THE CURB OPENING IS PLACED WITHIN THE CHIMPS OF THE CROSSMAX AND HE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND PAVING AND/OR BACKFILLING. THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12^ MAR ; THAT THE SLOPE AT THE CONNECTION of THE CURB OPENING IS 121�M NO SCALE PERPENDICULAR i0 THE CURB. •K X: PERPENDICULAR TO THE CURB. X THE X 5' MN AM' 9. TYPICAL CONCRETE SIDEWALK 15 4" THICK. WHEN THE ENTRANCE RADIICAlNOT 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADI CMN07 ACCOMMODATE THE TURNED REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ACCOMMODATE THE TURNED REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. REFER TO STANDARD CC-13. COMMERCIAL ENTRANCE IHEAVV A. MN TRAFFIC. REFER TO STANDARD CG-13. COMMERCIAL ENTRANCE :HEAVY 9' MM AT XE . Y' HIGHER THAN AT 2" ALIGNER TXAM TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT \ AT XXC SAME AS TOP OF CURB \ AT X: X( SAME AS TOP OF CURB 10. WHEN CAB RAPS ARE USED IN WIDTH OF WITH A SHINED 15E PATH 10. WHEN CUR RAPS ME USED TIRE CONJUNCTION WITH A SHARED USE PATH THE MINIMI4 WIDTH SHALL BE THE WIDTH M THE SHARED PATH. THE MNIM.M WIDTH SHALL BE THE WIDTH M i SHARED USE PATH. VISE E ff N. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS IgMONALI, TYPE C n. WHEN ONLY ONE CMB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). TYPE C A 4'• 4'LMRING AREA SHALL BE MONOfO TO MANEUVER A WHEELCHAIR PARALLEL 6 PERPENDICULAR A a'A 4'LADNG AREA SHALL BE PROVIDED TO MANEUVER A WHEELDHAR PARALLEL & PERPENDICULAR (5' MIN.) ALTO THE CROSSWALK WITHOUT GOING INTO THE TRAWL -WAY. THE 4' x 4' INTO THE CROSSWALK WITHOUT GOING INTO THE T"WLWAY. THIS 4' x V LANDING AREA WAY INCLUDE T GUTTER PAN. N AREA MAY INCLUDE THE GUTTER PAN. E TRUNCATED DOME v, LANCESTRUNCATED OWE o U. ALL CASES WHET CURB RAMPS INTERSECT A RN)IAL SECTION OF o ¢ &L CARES WHERE CUM RAPS INTERSECT A RADIAL SECTION OF m b--2 P' C-C A -L G-C CURB G ENTRANCES OR STREET CONNECTIONS THE R DETECTABLE O CURB AT ENTRANCES S tlf STREET WM'ECTIORA THE RDETECTABLEFIELD O 4" CONIC. WMNNC SURFACE SXALL HAVE A FACTORY' RADIUS M BE FIELD D O O D O z WARNING SAFACf SHALL HAVE A FACTORY RMN15 OR BE FIELD D O 00 O z -MODIFIED M RECOMMENDED BY THE MANUFACTURER TO MATCH - -HOOFED AS RECOMMENDED BY THE MMAFACTURER TO MATCH 3000 psi MIN. THE BALK OF LMREL - D D D D 0 0 0 0 0 0 0 - THE BACK OF CURB. - � B O o 0 0 0 o 0 0 o o - 0 HOO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 o I= 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 CARPING RAAP LADING RN.P + y 00000000000 + 000000000000000 o o o oD o o o 00 a o OOO D OOOO D o 0 00 0 z- r. F r R iO� 0 0 0 0 0 0 0 0 0 0 0 aox-6sx of BasE DIAMETER 1p� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �` �' -;•�:. ,� ` DIAETEA OOO BOOOOOO D I`�I TOP.5,M 000000000000000 DETECTABLE WARNING DETECTABLE WARNING 4" 21-A STONE BASE Ar BAm BF GURe "-1a• I_ I AT IMMX( OF R. d D n• VARIABLE FULL WIDTH OF RAW FLOOR _ VARIABLE FULL WIDTH OF RMP FLOOR SFE NOTE 12. BASE GAMETES SEE NOTE 12. BASE OINAETEN I- PAY LIMITS PAY LIMITS CONCRETE SIDEWALK DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL INSTALLED ON A RADIUS DETNL DETAIL NO SCALE �Y,/ppT SPECIFICATION EI EPECIFIcA ION CG-12 DETECTABLE WARNING SURFACE REFERENCE CG-12 DETECTABLE WARNING SURFACE REFERENCE ROM AND BRIDGE STANDARDS RDAs AND MIDGE STANDARDS SHEET tOF 5 REVISION DATE (GENERAL NOTES) WS SHEET 1OF 5 REVISION DATE (GENERAL NOTES) W5 ZOJ.05 OWE VIRgNIA DEPASTMENT M TRAMSPORTAiION 502 W3 OJ/15 502 VIRgNIA DEPARTMENT M TRANSPORTATION DG-2 CR-J. 2A NOTES: I. THE REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE GLASS A3 F OAST IN PLACE, ON UM PSI IF PRECAST. 3. CURB HAVING A RMEE SEE FEET OR LESS It. :ALONGOF FACE CMR WILL BE PAID FOR AS II I RABIAL cuR). 4, THE DEPTH OF CRAB MAY BE REDUCED AS MUCH '�'• AS T. IB" DEPTHS ON MCMASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CWB WLL CONCEDE WIN THE TOP OF A COURSE OF THE PAWMENT GUBSTRUCTME. D.;D.; OTXERWSE THE DEPTH 5 TO BE 6" AS SHOWN, ♦ ' NO ABAlSTMEHE IN THE PNICE RD IS TO BE MADE . �' . FOR A DECREASE OR AN lA E INDEPTH. 5. CC-2 IS TO ME ON ROADWAYSe. AWN ;A- .. .. TSED INC. AS SHONE N IA THE REQUIREMENTS THE FORT ROM A OF TOE ROM DE9ON SAWN, A H. IN TW S S U IN TIE SECTION ON GB URBAN STANDARDS. p•' A e. :A. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENDE STANDARD 6" CURB XIS W2 VIRGINA DEPARTMENT OF TRANSPORTATION x 27;Y4' MIN - 28Y4' MAX RAIL HEIGHT 8.-3.. 8,-3.. R IN J J IJ J IJ IJ J IJ SURFACE GR-2 GR-2A B 3" MST SPACING) 13.4/2- MST SPACING) MAX DYNAMIC DEFLECTION - 3MAX DYNAMIC DEFLECTION - 2' BASE NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURNO CONSTRUCTION F AND AS ERECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLWKOUTS SEE SHEET No 501.05. x OPTIONAL USING METHOD x OPTICAL GR-2A METHOD USING NESTED fO RAL USING MOTION& FOR DETAILS OF SAL ELEMENT RAIL SPLICE JOINT AND RNL ON BALK OF POST ASSOCIATED HARDWARE SEE SHEET NOS, 501.01 ANUS 501.02. x WHEN NESTED RNL CR ADDITIONAL RNL IS PLACED ON BACK OF POST RAL ELEMENTS ME FURNISHED SHOP CURVED FOR RADII FM GR-2A THE POST SPACING WILL BE 6'-3". BETWEEN 5 FEET AND 15D FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. PQ T SHALL NOT BE SET WITH A VARIATION OF MORE THAN I" PER FOOT FROM VERTEX. W-BEAM, BLOCKOUTS. AND POSTS SHALL BE SET AND ALIGNED WITHOUT XTERA71ON OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND CR-2A RNL IXlL BE MAINTAINED AT A HEIGHT OF 27%" MIN - 28 i MAX AS MEASURED PER STANDARD OR INS. ALL W-BEAM RALS SHALL BE LAPPED N THE DIRECTOR OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GRI METHODS OF MEETING THE RAL M USE OF AN MENTION& FAIL ON TIE BACK OF THE POST FOR STANDARD M-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LEE LS I FLARE RATE FLARE RATE 70 9' 31R1 15:1 4 60 8' 26:1 140 W 50 8.5' 2111 11:1 W 40 5' 16:1 B:1 R 30 4- 13:1 70 X CG-B NOTES: I. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, ON PS F PRECAST. 3. COMBINATION CAB 6 GUTTER HAVING A RADIUS OF WD FEET OR LESS (ALONG FACE OF CUB) SHALL BE PAR FOR AS RADIAL COMBINATION CURB F GUTTER. 4. FOR ARSE WITH STABILMED OPEN-CRWED DRAINAGE LAYEI IE BOTTOM OF THE CURB 6 GUTTER SCULL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE IRE OF CG-8 IB BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SEGTIW ON CS MOM STANDARDS. D r'a• • D s . D e D D� D O D D. D . D " s D D D 11 D - --- -------� W I 2'-0" BE CONCRETE OF THE CONTRACTOR ER`"" COMBINATION 6" CURB AND GUTTER X15 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I I 1 ; I A-1 MADUS TO BE AS v STREET APPROACH SAME WISEACRE AS MNNJNE ROADWAY (SEE NOTE R R1DXN ON PUAIR) 8 C C SAG U S TO BE AS / RADCOMMNTION SHOWN ON PLANS) IAL CUPS AND GUTTER / / R CG-8� fSEF, NOTE 7) SIDEWALK (SEE NOTE 21 --- P NOTE: NOIX "R' 2'-D" OR AS MAI ROADWAY SHOWN ON TYPICAL SECTION. /{.� PLAN! VIEW MARLK ROADWAY SLOPE 1O PARABOLIC CAME II YAfI. EDGE OF SHOULDER CE _ D OPTIMAL. ROW LINE SLOPE CHANCE-1 - - D MMIERE ROADWAY MM. ---- ---- BORAX. ® --___ D MORE ONANGE D • 5UGGESTED FOR SEW MMIMW PLANE HAIL -RIGID BANNER SYSTEMS. `V00r ROAD AND BRIDGE STANDARDS `VDCJT ROAD AND BRIDGE STANDARDS A COPY OF THE ORIGIN& SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM) VIRGINIA DEPARTMENT OF TRANSPORTATION BE IF ENCEN SPPECI EFERE 509 602 REVIEW DAIS SHEET 1 OF I SHEET 1 OF 2 REVISION DATE OB/U 201.01 501.04 5' WE.' COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANCES WITH A PASABBUC CURVE. SECTION A - A SECTION C-C A REVISION DATE SHEET 1 OF 1 z01D3 W-n GENERAL NOTES 1. WHEN W-11B USED FOR STREET CONNECTIONS THE CONNECTION OUST BE DESIGNED IN MCORDMCE WITH AASHTO PMIOY AND THE APPLICABLE REQUIREMENTS OF THE VOBT ROAD DESIGN MANUAL. INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADAR CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. THE DEPTH FOR SIDEWALK 6 CURB RAPS WIRE THE LIMITS OF THE RMFSHOULD BE NIXIEMEO TO 7• 3. WHEN USED IN CONURJC110N WITH STANDARD 0-3 OR CO-7 THE CURB FACE ON THIS STANDARD 5 TO BE ADJUSTED TO MATCH THE MOUNTABLE GUOIB CONFWURATWN. 4. SEE STMRASD CGI FOR CURB RMP DESIGN TO BE USED WITH THIS STANDARD. 6. OPTON& rLOWLINE MAY REQUIRE WARPING OF A PDRIZ OF GUTTER TO PRECLUDE FORCING OF WATER. ENTRANCE NOTES S. PLANS NE TO INDICATE WHEN CONSTRUCTION OF A ROW LEE 15 REWIRED TO PROVIDE RESTIVE MANAGE ACROSS THE ENTRANCE. 7. MAEEEE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LEE (EXCEPT MY SUBGRADE STABILIZATION REQUIRED FOR MIANLNE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) S. RADIAL GUPU M WINNOWER MRS AMID GUTTER SHAH HOT Bf CONSTRWTED BEYOND THE R/W Wf EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES 0" ME LISTED IN THE ALLOWABLE ENTRANCE GRADE TMUE. THESE VALUES NE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME CRAOE CHARGE '0" DESIRABLE MINIMUM HIGH MORE THAN IWO VPD MENU I 5DO-15OD VPD 53S 8S LOW LE55 TIVN 500 VPD 58% BX METE' NLOWMLE ENTRAHE O WE TABLE 15 NOT MNRJGABLE W STREET (CONNECTIONS CONNECTION FOR STREET INTERSECTIONS AND COM WRCIAL ENTRANCES Lic. No. 035791 a 7/5/21 Z O F LU U Z Z L� g W d z H- OZ 0 O w ^En U W W �J zY--Y I\ M M 01 fV 4 M y V WN I11 CIA N I 1 J z O I� I\ I --I 0 W V J z J J W F-I 0- LLI 0 z � Q W I� Uj F-- J Q LL LU I --I Q h J O V W W (D L0 d n v ]OB NO. 202194 SCALE AS SHOWN SHEET NO. I1 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN, SCALE 1"=80' x ♦ I l ♦ OFFSITE $U&1REC THIS SURF: ♦ THE FPPLIABLE PORTION C \ ♦ S M ID 1` ■ E ROUTED EROUTED THROUGH THE THROUGH THE l ■ ■ OSED DEVELOPMENT. THE PROPO D DEVELOPMENT'S STOP • SEWERS FAC RE 513 \ / ■ TO CONVEY HIS OFFSITE Of J \ ■ OFFSITERAINAGE TO PROPOSED BYPAASSS S STORM SEWER. THE BYPASS �� ■ / STORMCONVEWER TO YTHIS RUNOFF. CONVEY THIS RUNOFF. y - \ I /1 V \ / \ IL -- ///// 114A PROPOSED STORM SEWER TO - REDIRECT THE OFFSITE RUNOFF SO THAT IT BYPASSES THE SUBJECT PROPERTY , / / I r / too• OF as W/ a Elev.-B',/ 225' o/ CO.If FLOW W/ a EILV.-14 \ / • / / @ 425' OF CHNL FLOW ''.. ,\/ • •,t.•I. / / / / .S`o/ .o O` �\ LOT - - < �i / / f':x:l;.•. /,/// J 6PE 4 LOT LOT LOT I Ir •/1 3e �•.•r'�✓Y/�.•// r•- a�:�t.• /: L - \ � \\ / LLOT \\ \ I � b j �'::ems'', a%+,'. •' •' •' � /' LOT /L W \ \ 3 6# ' � � � � ` _-�I � / 1 V •.. '. J✓_ Y ALL#2 O T,= wnc 1/!11 UIII oPe T > 1/ n ■ �__ ' I - - ■1111111111IIn IIIIIn IIIn111III\I■/\ A I I ' Lo s� --. - •. ' /Y �r � � �IIn I�nI1111nnnI111111111nI11n1111111111 LOT �EB 8 Eo� All ,/ 7. t7�/ ,•.� ,,� r �/ �/ 11 / 1 Tc-0.11 n5. LOT .;.j•.. /. ,. .•''•:'•':: '' / / LOT / LOT wT /LOT / .T/ or / LOT / oT 1 Lor 1 s a 1 / i L ..,fir.. �:'i •.: i 4] 4 LOT P LOT LOT LOT LOT i LOT .: •::.'. _ , I ....Y.::: •:: •:::: �O. ; y� 3: JI Ill1 ■ nl 11�11 IIIi1 llnl I I1111�1 1 ■�� ILIAinl I 39 III 11111 ■IWi - ,..■/ J a. uW V L„ .e =s 3 r �/ •'•• •//� / /�// srrE ouTTmudl .•. /,I /�,// / I r rs ' -'�� / - __ ems. _— _ v-- --_ II L - - _ _ � �•� /� .� / '1.�.�'•�// / / /�/// °°� / �� V � \ Lnn 'Lnn — .... 1 '� _inn - _ 12 — _ — — — �6ti� a• Z''. ,. ( o'�''l':' J is / / / / /// / / \ \ VRO DAVINITYI SWM FACILTTY�O FALL/ O //"�/ _- �� - NT 1300004E PROPOSE AMENDMEWPO 10 ' \/�,�/ APPROVBQAVINItt II SWM FACILITY --�EDIRFLT HIEOFFSrTE RUNOFF (AMENDMENTY240-WPO 201500057) 50 THAT IT BYPASSES THE SURTEC-F-PItOPERTV PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN, SCALE 1"=80' 100. OF OLF w/ A ELEV. 6', 425' of CONC. FLOW W/ A ELEV. 38 '� • .'0 I 1 04 V-cop So stss ' �• �•• .,':� I \\ � / a // —I\—\ ���1 _/%///� • /j%/�/////// /ivy/ /// / �` �• � I \ \V A � / I moo"'—��--///// � / � /////�/ f/// /// �% �� ---- / /r/�/ r ♦: \ • �OFFMOITEABVEA'C'.HISSUBAREA,THLPN sNCITYID \ to\\ \\\ \` +�' // / _' � / \/ // /// /////�� / /�/' ///// //�. •// /� /// 044601s OUTFAm, ` ■ E ROUTED THROUGH THE 1 \ \ \ \ - _ OSED DEVELOPMENT THE V A - / / / V - / / / / / �� ■ PROPO D DEVELOPMEM S STORM ` _y/ 0 / SEWERS FAC RE SIZED 15• CMP CULVERT RELEASES RUNOFF \ \ \ I \ \ / / / / / J G// § 1 V / / / / / /' ■ TO CONVEY HIS OFFSCFE OFF. FROM OFFSITE AREA ONTO THE- \/{ : J SUBJECT PROPERTY THIS RUNOFF BE BYPASSEDwT OFFSITE DRAINAGE TO PROPOSED -� PRO EdIMFRyVE Y / BYPASS STORM SEWER THE BYPASS t% \,. \ / / /% / / STORM SEWER WAS SIZED TO�.11�l @V A� AV // //��/ CONVEY THIS RUNOFF. / 11111 111111 11 _ • 4 � / III I = $ \ 11 11111 lI1111111111111111 •• h. �� /\ /� II -# I/I/I 1oa' of oLF ./ , 2 0' OF CONC. ROW LO 0 5ft.=13' / H d /� eO LF ✓/ -EL 1r / ii/ �/ — I I / / w� 99 � w P E% �6�' 200' OF CHNL FLO ®5 ft/s /_ _ I / /�'/So5°'9FC .. F'LOW �Ic/ i////� // // _ � // / ` / — 1 . /I I I / / /' / / / / / / / w / 4 / / / // LOCATION SWM ACIRLITT A �,.- — // / , 1md— 11llanu`I?nul�I�ullniurfu�l��nll�i�lluiu�iupmuuluuudl�uYluuunullmllllll�lunulm111 I u�u�I.lulluuu — / _— lnn Ion lnn — — _ mn S S Al I I / LT M _ — S \ /I/I APvaov€D nvlNlrrl swMFAaLrrYTDUTFAu/nM 4AMENDMENT WP0i0J300004E APPROVEOAVINITY II SWM FACILITY SITFAL�_ 20)057) _\ —064� ,III ;COTT/R. C11UINS7 Lic. No. 035791,a 7/5/21 4j Z 0 U, Z U W Z g O o Z d F- u ^ 0 N W U W !Y I W Ine �A ul 1. J z O Hi Hi z Q � J _J � W a- W0.6 n V z z LL J O Fi v , LL Lu Fi Q _J r w n a v JOB NO. 202194 SCALE AS SHOWN SHEET NO. 12