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HomeMy WebLinkAboutARB202000024 Plan - Submittal (First) 2020-02-03GENERAL NOTES OWNER/DEVELOPER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, STE 1100 RESTON, VA 20190 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 09000-00-00-02800 (DB 5207, PG.571) 1776 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL AREA: 12.63 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) CODE OF DEVELOPMENT - LAST REVISION DATE: NOVEMBER 8, 2016 PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY.• ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 2.68 ACRES (217) AMENITY PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVIDED: #1 - COMMUNITY PARK: 1.00 ACRES #4 -DOG PARK. 0.14 ACRES #2 - LINEAR PARK. 0.64 ACRES #5 -ENTRANCE PARK: 0.13 ACRES #3 - GREEN WA Y PARK: 0.85 ACRES TOTAL AMENITY PARK AREA PROVIDED: 2.76 ACRES IN ADDITION, 0.77 ACRES OF OPEN SPACE IS PROVIDED FOR ADDITIONAL SCREENING AND BUFFERING ALONG AVON STREET EXTENDED AND THE PERIMETER NORTHERN PROPERTY LINE. TOTAL OPEN SPACE PROVIDED: 3.53 ACRES (27.9% OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. THE PROPOSED PARKS AS LISTED ABOVE ARE A VARIATION FROM THE APPROVED CODE OF DEVELOPMENT, MOST RECENTLY REVISED ON NOVEMBER 8, 216. A NEW VARIATION REQUEST HAS BEEN SUBMITTED WITH THIS SITE PLAN FOR THE PROPOSED PARKS AND AMENITY SPACES. BUILDING RESIDENTIAL HEIGHTS(MAX.): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E.• MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) NOTE: ABOVE IS THE MAXIMUM ALLOWABLE HEIGHTS FOR THE BUILDINGS IN EACH BLOCK. THE PROPOSED HEIGHTS FOR THE VILLA UNITS AND TOWNHOUSE UNITS SHALL NOT EXCEED 30' IN HEIGHT. SETBACKS: FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' - MIN. (10' BUILDING SEPARATION) & 10' CORNER LOT SETBACK & NO MAXIMUM REAR: 10' MINIMUM, NO MAXIMUM THE SETBACKS AS LISTED ABOVE ARE A VARIATION FROM THE APPROVED CODE OF DEVELOPMENT, MOST RECENTLY REVISED ON NOVEMBER 8, 216. A NEW VARIATION REQUEST HAS BEEN SUBMITTED WITH THIS SITE PLAN FOR THE PROPOSED SETBACKS LISTED ABOVE. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED WITH THIS PROJECT IN ACCORDANCE WITH THE ATTACHED PROFFERS. THE PROPOSED AFFORDABLE HOUSING UNITS WILL BE A TOTAL OF 15% OF THE DWELLING UNITS CONSTRUCTED ONSITE. THE TOTAL NUMBER OF AFFORDABLE HOUSES WITHIN THE DEVELOPMENT SHALL BE 15 UNITS. AN ASTERISK ON THE SITE PLAN DENOTES THE PROPOSED AFFORDABLE UNITS WITHIN THE DEVELOPMENT. SUBDIVISION STREETS. • CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE. • THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT. NONE TOPO & SURVEY: THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATION IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2019. DA TUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 37 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 237 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN A MINIMUM OF 2 PHASES. THE RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN 1 OR 2 PHASES AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN A SEPARATE PHASE. BUILDING SI TES: PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEETS 8&9 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THE LANDSCAPING PLAN FOR ADDITIONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWATER MANAGEMENT. AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS. ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWA TER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. SPRING HILL VILLAGE ARB PLAN SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA v IL-- I I II 1�\ i I i 0 LOT - 7 2T L LOT {AND6CdPE 43 . _ �✓ ,/ 617FFER RREA �, LOT .4MENI7Y SPAEE #4 25 I I I II ii� I i , III I I % III I I III i I III i III i - - - - - -----h I I I I I =jj -I II I I RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. IMPERVIOUS AREAS: ROADS 2.03 cc. SIDEWALKS 0.86 cc. BUILDINGS 2.66 cc. DRI VEWA YS 0. 75 cc. TOTAL 6.30 AC (50% IMPERVIOUS AREA) PROPOSED USES: LOTS 2.84 cc.-22.5% ROADS (R/W): 3.21 cc. -25.4% OPEN SPACE.' 3.53 cc. -27.9% RECREA TION AREA: 2. 76 cc. -23.2% (127, 625 sf) OFFS/TE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. FIRE FLOW.• THE PROPOSED DEVELOPMENT MEETS THE REQUIRED FIRE FLOW WITH 1750 GPM FOR A MINIMUM OF 20 PSI PRESSURE. PROJECT SITE VICINITY MAP SCALE: I" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN LAYOUT 4 SITE PLAN 5 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 11 NOTES & DETAILS L5.0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK L5.2 SITE PLANTING PLAN: GREENWAY PARK & GRENWAY ENTRANCE PARK L5.3 SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK 16 TOTAL NUMBER OF SHEETS LEGEND ROADS EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6.. DEPTH OF EC-JA DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH �,,, EARTH DITCH � DRI VEWA Y CUL VERT BENCH MARK _ _ _ _ _ CLEARING LIMITS � EXISTING CONTOUR PROPOSED CONTOUR 20o 242.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. N H °F� SCOTT R. COLLINS'Z No. 35791 4� ZONAL E� O w N N 0 M N in 5)) ZW W w J� z J CO w Q 1 Uj V Q J H, > J I H4 V z H� LL r0 V J w w U) w > 0 U U w I - In w w a V) JOB NO. 182157 SCALE ill =80' SHEET NO. 1 SCOTT R. COLLINS No. 35791 12:1 I01VAL Z Pursuant to Section 33.7 of the Albemarle County honing Ordinance, the each for -rent Affordable Housing Unit may be increased up to three thereof, during the Affordable Term shall contain a complete and full PROFFER STATEMENTOwner hereby voluntarily proffers the conditions listed below which shall be percent (3%) For purpose of this proffer statement, the term net disclosure of the restrictions and controls established by paragraph applied to the Property if it is rezoned to the zoning district identified above rent" means that the rent does not include tenant -paid utilities The 1 A At least thirty (30) days prior to the conveyance of any interest in _ ZMA No. 2013 00017, Spring Hill Village These proffers are part a# the requested rezoning and the Owner q g requirement that the rents far such far -rent Affordable Housing Units any for -rent affordable unit during the Affordable Term, the then- acknowledges that the conditions are reasonable may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and Tax Map TMP 09000-00-00-02800 shall apply for a period of ton (10) years following the date the provide the name, address and telephone number of the potential 1.►ffordabie Housing. (The Affordable Housing Units will be provided in certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1C have Owner Of Record Spring Hill Village Holdings, LLC the form of for sale or rental units) The community could have as few as 80 Affordable Housing Unit, or until the units are sold as low or moderate been satisfied Date Of Proffer September 29, 2014 units and as many as 19Q dwelling units The Owner shall provide 15% of cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing 2: Cash Proffers for Residential Units. Beginning with the thirteenth the dwelling units constructed as "Affordable Housing Units" within the and Urban Development, Section 8, whichever comes first (the residential unit for which a building permit is obtained, the Owner Revised December, 2015 Project in the form of 2 or 3 story townhouses. "Affordable Term') The Owner of each Affordable Housing Unit shall contribute cash for each new residential unit that is not classified shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit. This cash contribution shalt be for the Z o Q The Albemarle County affordable housing policy defines affordable housing provide written reports documenting rental rates and occupancies of purposes of addressing the fiscal impacts of development on the 12.99 Acres to be rezoned from Residential R 1 to NEIGHORHOOD as the following. Affordable Hauling, in general terms means safe, decent the affordable units County's public facilities and infrastructure, i e schools, public safety, O U m MODEL DISTRICT {IVIIiIDj housing where housing costs do not exceed 30% of the gross household libraries, parks and transportation The cash contribution shall be p w income. Housing costs for homeowners shall include principal, interest, real (B. For Sale. All purchasers of for -sale Affordable Four thousand nine hundred eighteen and 0/100 dollars ($4,918) � � J Project Address 1776 Scottsville Road estate taxes, and homeowner's insurance (PITI) Housing costs for tenants be tenant tenant Housing Units shall be approved by the Albemarle County Office of cash for each new single-family detached dwelling unit. The > >LU Q z shall -paid rent and -paid utilities with maximum allowances Housing or its designee The Owner shall provide the County or its cash contribution shall be Three thousand eight hundred and Contact Person Vito Cetta for utilities to be those adopted b the Housing Office for the Housingdes R Y 9 designee y and pre -qualify an eligible purchaser for nee 180 days to identify forty five and 0/100 dollars ($3,845) cash for each single faamily W 1730 Owensfield Drive Choice Voucher Program the Affordable Housing Units The 180 - day period shall commence attached or townhouse dwelling unit. The cash contribution shall Charlottesville, VA 22901 Affordable Housing is defined, for the purpose of this policy, as those upon written notice from the Owner that the units will be available for be paid at the time of the issuance of the certificate of occupancy for 434-531-2192 houses affordable to the forty percent of the County population that have sale This notice shall not be given more than 120 days prior to the each new unit in order to be consistent with current state law householdincomes at or below 80% of the area median income For 2003, anticipated receipt of the certification of occupancy If the County or Magisterial District Scottsville the maximum affordable home for purchase (80% median income) would its designee does not provide a qualified purchaser during this period, be $172,000 and maximum housing casts (rent and utilities) for tenants the Owner shall have the right to sell the units without any restriction Beginning January 1, 2015, the amount of the cash contribution would be $787 (50% median income) on sales price or income of purchaser If these units are sold, this required by this proffer shall be adjusted annually until paid, to reflect Proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve Each Affordable Housing Unit shall be located on a single lot. The Owner price for Affordable Housing Units (85%Q of VHDA's Maximum Sales Marshall and Swift Building Cost Index (°MSI") In no event shall any as the owner's representative of ;pang Hill Village Holdings, LLC which is shall have offered for rent or sale as provided herein each Affordable p Price for First-time Homebu ers The calculation currently y } fly put the cash contribution amount be adjusted to a sum less than the amount the owner of Tax Map and Parcel' number TMP 09000-00-00-028Q0 TMP Housing Unit within the project. The Owner shall convey the responsibility maximum sale price for Affordable Housing Units at $211,250 initially established by this proffer The annual adjustment shall be 09000-00-00-02800 is the subject of rezoning application ZMA No 2013- of constructing the Affordable Housing Units to the subsequent owners of made by multiplying the proffered cash contribution amount for the o lots designated affordable on the site plans or plats preceding year by a fraction, the numerator of which shall be the MSI w o 00017, a project known as Spring Hill Village The term "owner" as C . _CvnWe once of Interest.as j y All deeds conveyingany o December 1 in the preceding calendar y ear, and the o M \ referenced herein shelf include within its meaning the owner of record and (A). RentalRates. The initial net rent for each for -rent interest in the for -rent Aft ordable Housing Units durin the Affordable 9 denominator of which shall be the MS] as of December 1 in the year N successors in interest. The "Application Plan"„ refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended Cade of Development last revised August 28, 2014 applicable maximum net rent rate approved by the County Housing terms of this paragraph 1 In addition, all contracts pertaining to a Office In each subsequent calendar year, the monthly net rant for conveyance of any for -rent Affordable Housing Unit, or any part a7 IN - co co a7 N VI; 5 3 Over Lost Grading The owner shall submit an over -lot grading g) All drainage from streets shall be carried across lots in a storm same time The Owner shall obtain approval of all road plans and CD z plan hereinafter the ffPlan meeting the requirements of this p [ � g � sewer to a point beyond the rear of the building site P Y 9 bond prior to the issuance of the first building 9 permit or first approved My Commission expires --- - :k G paragraph 3 with the application for each subdivision phase of the h) The plan shall demonstrate that an area at least ten (10) feet in subdivision plat, whichever comes first, to ensure that these Property The plan shall show existing and proposed topographic width, or to the lot line if it is less than ten (10) feet, from the improvements can be completed in a Timely manner The Notary Public Q � features The Plan shall be approved by the County Engineer prior portion of the structure facing the street, has grades no steeper improvements shall be deemed to be complete when they are % to approval of an Erosion and Sediment Control plan. No building that ten (10) percent adjacent to passible entrances to dwellings accepted into the secondary system of highways or the County permit shall be issued for any dweiling on a lot where the County that will not be served by a stairway This area also shall extend COLLIER _J p� Engineer has determined the lot grading in not consistent with the from the entrances to the driveways or walkways connecting Engineer determines that the roadway is safe and convenient for MANE r Rotary PutrliE J Q approved Plan. The plan shall satisfy the following the dwelling to the street. travel At its sole expense, the Owner shall make the needed comrnanwea66®tvirginia \ (n 1 a) The Plan shall show all proposed streets, building sites, ) Any requirement of this proffer may be waived by submitting a improvements, if any are required, to the portion of the lot iy Cpmrnisslon Expires Iay 3i, @O18 W setbacks, surface drainage, driveways, trails and other features request for special exception with the over -lot grading plan If immediately adjacent to the site south on Route 20 that may be W the CountyEngineer determines are needed to veritythat the g such a request is made it shall include a justification for the j needed as a result of widening Route 20 Should these improvements O W Plan satisfies the requirements of this proffer request containing a valid professional seal from a Professional require a retaining wail and 1 or a reworking of stairs these _J Q L.L b) The Plan shall be drawn to a scale not smaller than (1) inch Engineer, Landscape Architect or Land Surveyor In reviewing a improvements be Q —� LL equals fifty (50) feet. waiver request, the County Engineer shall consider whether the shall reviewed by the County Architectural Review J O c) All proposed grading shall be shown with contour intervals not alternative proposed by the Owner satisfies the purpose of the Board, since Route 20 in an Entrance Corridor road U j greater than two (2) feet. All concentrated surface drainage requirement to be waved to at least an equivalent degree This document shall supersede all other agreements proffers or conditions over lots shall be clearly shown with the ro osed radio All Y proposed grading In the event that the Coun adopts overlot radio regulations j} County I� grading g that may be found to be in conflict. These proffers shall be binding to the W J J proposed grading shall he designed to assure that surface after the date this proffer is approved, any requirement of those property„ which means the proffers shall be transferred to all future property i--i drainage can provide adequate relief from the flooding of regulations that is less restrictive than any requirement of this successors of the land _ dwellings in the event a storm sewer fails proffer shall supersede the corresponding requirement of this U) d) Graded slopes on lots proposed to be planted with turf grasses proffer, subject to the approval of the Director of Community WITNESS the fallowing signature (lawns) shall not exceed a gradient of three (3) feet of horizontal Development. LU z distance for each one (1) foot of vertical rise or fall (3 1) t Steeper slopes shall be vegetated with low maintenance 4. Improvements to Scottsville Rd and Avon Extended SPI 1lV LL VILLAG l•IC LI IfVG LLC r LU 1--i vegetation as determined to be appropriate by the County's At its sole expense, the Owner shall plan, design, bond and construct f3 , Y_ CO [L program authority in its approval of an erosion and sediment the improvements shown on the County approved engineering Vito Cetta, Manager _ T _ __ I— (� control plan for the land disturbing activity These steeper drawings titled Development Concept Plan, sheet 4 dated 10.21 13 J I — slopes shall not exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall, unless the and revised on 8.29 14 as prepared by Alan Franklin PE, for both COMMONWEALTH OF VIR+GINIA W County Engineer finds that the grading recommendations for Scottsville Road and Avon Extended The improvements shall be CITY/C�. �y OF �)u-rr, ��t -- _----- to wit. p! steeper slopes have adequately addressed the impacts. designed and constructed to the County and VDOT standards, Q 0 e) Surface drainage may flow across up to three (3) lots before including the design and construction of related drainage, slope and being collected in a storm sewer or directed to a drainage way utility easements as applicable These improvements shall be The foregoing instrument was acknowledged before me this _ .�>_ day of o outside of the lots completed and approved by VDOT and the County prior to the first „� " _- 2 by Vito Cefta, Manager of Barracks Heights, LLC, a N f) No surface drainage across a residential lot shall have more g certificate of occupancy for any structure on the Property As part of Virginia limited liability company than one-half (112) acre of fend drainage to it. this process, the dedication to public use shall be completed at the w r w o a w V) JOB NO. 182157 SCALE N/A SHEET NO. :LA CD z w w z CD w z O 0 0 0 0 0 0 0 0 U 0 0 0 L 0 U 0 0 0 0 CL T 0 0 0 0 0 0 0 0 0 U 75 0 0- 0 0 T 0 0 z w w z z w z O 0 Q 0 a 0 D 0 0 E 0 U 0 0 0 CL 0 099�/� �r/��- EXISTING PLAN SHEET (MATCHLINE A) - -- R/W LINE \ SCALE=So' �\ �� OF / - I - - - - 20' V Location -'��' ' & Tefe-gFaph Company J,/E - _ / � - -/ / _ I mt. 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D.B.205P.22PLAT 'Se - _ --- D.B. 629 P. 616 PLAT / v / > H.W.P.B.1 P.35 PLAT ----_- - M \ D.B. 554 P. 441 PLAT H.W.P.B.4 P 146 PLAT / / / j ICY) I' M EXISTING MOBILE 1 HOME TO BE _ 'I STEVEN W9A0-2 BETTY :1 REMOVED /I _ o Z _ - I C. JOHNSON z / N \ D.B. 1026 P. 715 N D.B. 629 P. 616 PLAT me e e hem - ---- -- - -__-------- -- - s� ---- ---- -- --------- / EXISTING O _ TREELINE(TYP.) LLJ EXISTING OVERHEAD __--- _ EXISTING SHEDS POWERLINE AND POLES _ '" /� r � �'TO BE REMOVED TO BE REMOVED / TMP 90-35V 1 j - - ' RONAYNE, LLC D.B. 4749_P, 402 Uj -' v D.B.Sk473 P. 48 PLAT Uj D.B. 440 P. 198 PLAT f ,,- __ o `•\ X8.4' 13.8'x15.5'- EXISTING GRAVEL Metal Metal DRIVEWAY TO BE �! / J Q -, TollPipe _ - / - oss- _ en /------ _- Fnd 1.37' shed shed REMOVED �p of grovel N F one - � � lec. Rl - 540 / ---- _ - --- -) \ Pole # _ FMP _0-21 A / J ED ' LE AND I EDDIEiLEE / °c 1 story --� BESTI �� Frame & Rock -- LIF SATE o #me Dsh�,EXISTING STRUCTURE D.B 281P. 453 TO BE REMOVED L �T 264 EXISTING STRUCTURE ROGER �CC ICKEDANTZ TO BE REMOVED ,O` I -27 TMP 90 26 � � S� STE EN LEV+NE-AND �� vv SHA�WNN4 PLEDGE D.B. 1244 P. 461 r I D.B.1217 P. 388 } / D.B. 629 P. 616 PLAT \ A \ D.B. 1 58�P.1588, 590 PL ' D.B. 530 P. 164 PLAT vv - EXISTING STAIRS TO �- BE REMOVED - I /,� EXISTING MANAGED s�o sLOPEs(TYP.) '` " �C>_GRAPHIC SCALE VDH. EXISTING PAINT - - - - _ _ _ _ R V / EXISTING DRAINAGE \ MON. EXISTING EXISTING EDGE OF LIMITS OF PAVEMENT- sso- _ _ ti ' LINES TO BE REPLACEMENT 50 0 25 50 100 200 GRAVEL 42ELM45 ti ° STRUCTURE TO BE ROADSIDE DITCH PAVEMENT / _ DRIVE 558.65 48ELM5 ASPHA A roximatel REMOVED WITH PAVEMENT OVERLAY \ - - - _ s5a.za i REMOVED P FOR SOUTHBOUND EXISTING DRAINAGE / comm. BENCHCHARLARK I L 'E GIS oHeoHry _ DRIVE va Public servicesmt. TURNLANE I pl � BENCH MARK IS INv IN ±550.14 - o.a.221 P.3o - IMPROVEMENTS STRUCTURE TO BE `\ FULL OF DEBRIS -=� - T� - - -- - - - - - - - s - - - _ - LANE p vault & oROUSE-SIRINE IF \ ---- oHEo Pole' - - - -- - - --- ---- - - --- --- REMOVED ---- - �- P \�.STATION105 ( IN FEET ) / l - _ _ _ A _I Fiber optic -_-_ 15"CMP Hry _ - -- V INVIN ,F ------ ------------- - l eh2ne--L------------- \----- --- -- - --- --- --- --- --- --- ------ E 18482334 683 1 inch = 50 ft. +� ------ — Pale -----I T,I ---------------f---E�P&Phjc�e---- -� -- EXISTING CURBING =-553.�8 bK Wz ----- _ \ - "Pole --- E EVATION 527-------- = -- �_ --- - ---------------- -- --- -- --- -- ( -- --- ---- ----- ------ --- ----- - --- - - TO BE REMOVED � -__- -- S33 5 - --- - - - _ - 4 37 W 318 98 ---- ---- -- - -- ------ - - - - - _ I` I \ r » - - _ Eec.&Pho°@ .. � � � �, a ' W s- - _ S33'3�'2�"W 246 IFI �3 Pole ___ ° P OHe EXISTING DRAINAGE LU w I - - - - - - - - - +oHTOHr� - TO BE W = o - - IF ----- ' - - - DEBRIS _ - r _r - ---_ `�- - _ -- - - - SI�" o � I f il, / I � STRUCTURE Z vl \ _\ $ --- REMOVED to \ / ❑MAILBOX i �--� ,- �, - .f'; - - _:. - / - °s: _ - _. -_ _ - - _- -- --- - _ _ _- _ _ --- -- -- _ _--sue - -- --- - - - --- - -- = F I o "C +�� 15 _ \ 1� RCP- _ ,c` ° - - _ } t -- g i-- ✓ , : 7- - _ - - _ - - - I- r----- -- - - --- - -- --' W �' I INV ❑ \ ti ----- <----- � \ _ - - � w y - rlr o - o _ _ - - 552 7 MAILBOX h - - - - - _ --_ _ - - - - - - - 4� SIG MAILBOX / ❑ _ - / / / / / _ - - TOP (LO-VV-POINT)- _ -- - - - - - - - - - VOUT ±54�5/ FmC 1- ' oHroHry v - --- i - 4.02 --- ---- -- --- OHeo _ -- _ _ _ Y _ --- - - ---- INV- - 7�__ ONES" \ �I _ - - ❑ _-530----- -Y _ -- P - '- HT OH7V LL OF DEBRIS m 2 - - - - - � / _ - - __ FULL OF 9 - D / ----- - - ---- -- - - ---- --- - _ f�V AILBOX FULL OF DE RIS TIMBER �s� T-- oHroHry sn - --- _ ------------ - �__ - `----- — - --- - - _ --- -- ° OHT OHTV - 550 POI - �- - _ _ --oHTOHry - � � Ph� / _-'� _-fNVIN. �jT _--------- --- MAILBOX----- _ _/ r = -- _---- - - - - ---------- -�--� ---------------- - ` I�I -�G- -------------- +��--- -- / 0 527.60 1 I'C R ar 7.32 7. -_ y o F O --- -- - ------ -- __- ----- OUT ----- T P 90-21E ° j/ \ PF VDH. Aproxlmate y - VDIi, --- - --:-- 52v 31------- A rox. 10' VEPCO Esmt. _ I � I, ,- �_ \\ � I MON. Va Public Service Esr�t. � � p --------_ \-------- -- - -- — r _ MINNDIE LEE AND NIE LEE BEST I I EXISTING D,6221 P.305 �<u DB.462 P.116 MON. EXISTING DRAINAGE NORTHBOUND LANE o\ \ D.B.288 P.80 _ --- _ TMP 90 21 D �No STEfSHE NB HE�� �� g v LIMITS OF PAVEMENT STRUCTURES AND f - �-_ I LIFE`€STA*E I ND a � TO REMAIN - � I JERRY LEE AND 0 !T -21 TMP 90-21 H REPLACEMENT FOR CULVERTS TO BE TMP 90-21 H - _ _ ,aOEo3� ��� D.B. 325 P. 367 PLAT I D.Q_2$16 P. 2NRY t gU ND EVA M. L N TMP 90-19 \ DOROTHY B. HUNT - DOROTHY B. HUNT �� < �� - �s.ra - D.B. 3716 P. 243 DE RAH �B€S o PLAT NEW DRAINAGE PIPE REMOVED o o - I 6. 3767 P. 332 I D.B. 338 P._"87 D.B. 19 I I JULIAN P. BATTEN, JR I \ D.B. 3289 P. 68, 71 PLAT v q� CROSSING D.B. 3289 P. 68, 71 PLAT I z -� -szo -' - - -- - - - - - - - - - - - -szo _ _ _ _ $I ETT \ ----_- N-po i -- -- °- D.B 325 P. 367 PLA I I34 PLAT D.B. 1717 P. 33 D.B. 1717 P. 31 m� �f D.B. 1717 P. 31 _ - I I I I CD o D.B. 1350 P. 226, 227 PLAT D.B. 1350 P. 226, 227 PLAT \ N°9\\ \ D.B. 1350 P. 226, 227 PLAT / / \ - - - - - ° - - z O 0 z O U 0 z_ V I X LU I- LU LU O w a U) JOB NO. 182157 SCALE 111 _ 501 SHEET NO. 2 El TMP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B.2197 P.388 D.B. 1658 P. 588, 590 PLAT i i ❑° MAILBOX OLu I 1 Q I Lu / w I I LTMP OT 0-21E Q' EDDI )LEE AND I MINN E LEE BEST LI E ESTA' W , DD..B. 716 P.243 I B. 3 . 67 PLA z_ J 2 V I yAproz••L.ocaion. 20. Vp FeIepliboe • .� "i: ` ' � i f• ` ' ' � : ✓ �-. , &•`TelegrPP.h .��p�y ; • .` , .. • I, ; Esmt; D6,424`P279,.., ,.,; •..`;; .;;:.:i TMP 90 33 x s' o'xi6 �G �; •.r ,", \ I io'xi6' PORCH PORCH y I \ \ zo'xa6' PORCH PORCH F JEANNETTE D. SMITH /' - - s ,` ;� l I\ \, PORCH LOT LOT D.B. 4254, PG.118 /:e 'v LOT LOT LOT O 2g r 32 31 3 . OT 34 OT LJ - - Aprox. Location LOT \ \ ' — ZY 20' Va.Telephone & Telegraph Company/'- . ' i• , . 1 OIL 36 ti \ Esmt. D.B.424 R279 LOT - Al�� i' 1�oRH 3 m VF r / L - - m N N DRl / j; y;✓ LOT r V \ PORCH aoxi6` 1 L I� - • \ i) - /� i POROR 6CH. LPORCH OT .. �.: LOT LOT - s. I LOT 42 41 v v / ___ - EN RA C PARK : 40 39 --- ----- V� i � • (i) 23 C E$) � d i � i � vv v v �, ��VO � i n° o Sl , � O o O � LOT I I - - - --- TYP.) y z8 W -- ' - •f /' — - 7L Q I LOT \ a N DAU DRIVE " ��- 7�<f/7/ AMENIiYAREAd4 26 /- ,i i'• yi.: b " ro 4` ��� DOG -PARK. �•.,�;:, /- i •': ; ' • . // (014ACR`ESj:' LOT r i J i : •I. , , • , , __ � `• , • SEE LANDSCAP.iPY6 P` FOR DESIGN OF.` - ` I` `I- .`: • LOT I I _ � � - = :: I I I sz -- DOG PARK.' � /'' � / / ` ' � ✓1 `` ; � � ::' , Y • `` , •' % 43 LOT44 , \ I LOT L I� LOT � I Q II I LOT LOT LOT ----- • LOT 46 47 4 . 8 49 I '`•(..` I I Q ,LOT I w I I - J \ II I. I J � I I � LOT Q I I I 21 L ( a ' - `:.;, r I�,,,• ; ,,, ,,,, ,,,;:,` ,`;,•° • `':,•.A.K uj _ ------------ LOT ;:,Y --20* 'to WGREENVAYPAMEhiAREAti3 __ RLOT (a95ACRES) ax-o IIII III r \ 1 ..I ) • 'SEE LANDSCAPING PLAN ,--- �I 1 'I ao xi6' io'xa6' ao'xi6' io'xa6' I adzib' II 9 L _ _ Q N ' • .I, ,) ` • `. FOR DPSIGI�.O'F•GRENWAY,`PARK' .`' `' .,,`;'' •,..'''``'• `•.` `, \ ' 1 io xi6' PORCH PORCH PORCH PORCH _ _ r 0 11 1ox 6' PORCH PoacH LOT LOT LOT LOT I', 1 LOT* o I i :' ; ; ` ; : ..` ; ; • , . ; ; : ; ; . ; ; • :: ; : ,` .` ; ;, _,- PORCH I 1 1 LOT 5 52 51 50 II I I /- o s LOT 54 I GARAGE b r • I.. ., . � \ r's PORCH LOT 56 1 11 55 it II I I I i I; LOT p-v I I to xi \ I 1 I I 17 iz xzo LlN. I. O' ` ` J . (. • .----------- ?0 •I ,\ \ ao P 1 I I_ I R/W-R/ i•.L,7;..:;.••'.`:.`,';'.,,`;•:,'�:,•:,;'RCOT ,1 1 II �� I --- -- --1 � , \ \ \\ \.1 II z ' `{ :' •,' LOT 59 - --- 16 I ::f;•I:::"° ::';. LET V A vvvw \A'v LOT L_WA.-_ \ 62 \ \\ '` -LSO UBLICSTREET _ I `"•i�:(.`' `'�� \ _�- PROPOSED49 I --- , , b i LOT / _ _ - - � • .i;. � ' 63 ti`2i Q1 / -� 8 II I I d I LOT GtT AGE I III : . l ` .':.:' '' `` • ; " • , ; - (TYP.) I b z'xao'LIN. LOT 1 I EYPE/P 14* LOT r II I \ I I �- I I I - c z I I I i I - ---- 13 F II LOT I \ I LOT O I I I a I LOT - ����. % � LOT LOT � III LOT 64 \. LOT 8o LOT \vv` g1 II 82 II 83 ' I 79 - LOT LOT ---------- LOT crvaa 8-----------II--- ----- ax'xzo'MIN. � � 6' I p 11 I L I III 6 .v I � - I - ---- ---- I II II 5o�A�96'F.[mil LOT --- - ---- - , -ri rr y 77 .'., LOT GAR/iGE , II 2 I 1 ITy J I I I I 0 IN. I uzzo M 7I ' it LOT LOT' a 9' E/ EI 7 i 66 6 x 1 LOT r I I (TYP. r I I it I // • I r r `\ I LOT I I I' a I I I I h > � 1 ' I 8 LOT , \` I 1 I I w I I I - I 67 I I I � I o II L T 9 O Wwl r I I O J w I I 4 7 �I J F r--I------ ----,i a L Q W d------------------------- LO w l T ' I I LOT I _ I > I J' I 6 w � I W EP P 5 a I 7 1 E f I •`: Q a I II LOT / -- LI - - -t I z �o I 68 - I I z� - rF GARAGE - ---. o U)' / TMP 90-27B I —I _� _ F/c F/c crvP:> I , _ w I o o_ I I x L T r ml u' zo' MIN. O I •' •.. • ' `� •' , ' '` • • , `:. ` • ` .` ., ' `' • ` . • , .` ` ', •' . [ ` ' `` • • .` `' '' • •' ' ' •� •, ` ' .` �' ` ' :. 4 • ,' •` .` `[ '' • ' ' • • � I STEVEN W. AND BETTY C. JOHNSON I I I - - , I I '-' / D.B. 1026 P. 715 it GARAGE 49 74 : ' • , ; .: ' ; . , Q G �E > Q ',41VlE,NITYARfA•#t1 LOT / D.B.629 P.616 PLAT I it LOT YP.) R/W R/yV tOMMUNITY PARK Q 5 � >I O I d I If I I I uz'xm' MIN 2:ab ACRES 1 I I _ _ I 0 -_69 Sfl FTHE UNITYOPARK: ' . ,t,. ,' *El ado' 11 LOT I i LOT r B/ -B/C LOT 73 �� :.` : +•e 3 * L 30, I _ I II r l - I 1 7 _ I R -R I I I I I 1 I I 1 GA R GE _ d I L T - - — - LOT ' ' ` � ` " � •�,. ¢4'xzo'LIN. 7 1 I III 2 �;`;'•``�':`;'•`�'�:';'`��',`:',:4t�:,::;•�:':..`•;•`:,,'.�•`_',`::•t�_:,•.�;`.`:;�•':.';•:.`.`k;;`�,'.`;�.'.`, / � r � LOT I I Ii I � ill LOT . I a I I I `�� ,. � r 1 I I -----------------------------' ---------- - - - - - ---I I II I L I IJ I '2 I EDDI 2AND AND I—,1,1• �4 ( YP.) . " ^ LI ENE T TEST _ _ I I p D.B. 3- O P TMP90-27 w r,`..' -ry a - ry v - - - - - - - - - - - - - - - -� °n a - -� 453 w BERWYN LANE _ r a I D B 32 I LOT 1A • ; PROPOSED VAR. WIDTH PRIVATE STREET _ P. 264 ROGER SCHICKEDANTZ v: ; r � T D.B. 1244 P. 461 49P D.B.629 P.616 PLAT D.B. 530 P. 164 PLAT I I r i:; •, II : ' II I I I I (TYP.) I I I I I. • .' � I I I I (TYP) I 7 / ft) , ,' ` • L - J L - J ��J - L L - J LIUL L - J L - L ��� ----- ---- ----- �`:,`; ��" i : LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 86 LOT LOT ; , .I LOT 98 LOT 84 85 g7 88 8g 90 9i 92 93 94 95 96 97 99 100 ;I 36' J I I / a r I:: ; ' •I i -- I� li � � I --- '' � F/C-F/ � ; , I 771 r- - --- r -r r- -r- --I - --I -r -- +---- ---- + - R/W a ; L I, / a • • I, , � - R/qy I II I I r .I , Y�AENITYAREA#2: I I I : �A I I I I • LINEAR PARK I I I II I I I I Q .64 ACRES I I• I �. I ` `SEE.LANDSCAPE PLAN- OR9EStG�1:PF-THE LINEAR- ;PARK. - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - r _ l -- - _ t t r -- — — — — — -- -- -- — — — - - �1.S. RT 20 (80') SCOTTSVILLE ROA - 4— - - -- ------ 4 - -- -- _ J 1 HWPB.1 PG.35 MAILBOX o ❑ ------------------------- SIGN MAILBOX i, � ► .► TM 90-21 D I 1 LO ((1 i JE OLEEAND I i D BORAH B. BE T TM 90-21B D. .3767 P.332 g) D. LAT i ST HEN B. 287 MP!g _ 1 D.B 2816 P. 287 LOT (A) I I I D.B 338 P. 36, 37 LAT 1 WILBUR R. AND EVA,KtSH IFFLETT 1 I D.B. 1 P. 718, 720 PLAT ' I I I i I I I - - _ - - - oSIGN 7----------------------- I I r TMP 91-19 I D B. 17 P. BATTEN, JR. / D.B. 1350 P. 33 TMP 90-21H D.B. 1350 P. 226, 227 PLAT - r DOROTHY B. HUNT r D.B. 3289 P. 68, 71 PLAT / D.B. 1717 P.31 D.B. 1350 P. 226, 227 PLAT I I , I MAILBOX M T 90-35A1 ANG HOL INGS, LLC D.B.102 P.715 D.B. 657 P. 34 PLAT TMP S DUANE E. AND RO D.B. 702 D.B. 657 P. NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. ALL UTILITY EASEMENTS FOR THE WATER LINES AND SANITARY SEWER LINES WITHIN THE DEVELOPMENT SHALL BE PLATTED WITH THE SUBDIVISION PLAT. RECORDATION INFORMATION: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK PG ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. NOTE: THE WATER AND SANITARY SEWER DESIGN FOR THIS PROJECT IS CURRENTLY UNDER REVIEW AND APPROVAL BY ALBEMARLE COUNTY SERVICE AUTHORITY AS PART OF THE ROAD AND UTILITY PLANS FOR THE DEVELOPMENT - SUB 2019-00158. THE INFORMATION SHOWN ON THESE (2) UTILITY PLANS IS CONSISTENT WITH THE ROAD AND UTILITY PLANS FOR THE PROJECT. BENCH MARK IS CHARLOTTESVILLE GIS ROUSE-SIRINE STATION 105 N 3882993.340 l E 11482334.683 ELEVATION 527.7t TMP 90-35V RONAYNELLC D.B. 4719 P. 402 D.B. 4473 P. 48 PLAT D.B.440 P.198 PLAT 50 NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE SPRING HILL ROAD PLANS - SUB 2019-00158. THESE ROADS AND IMPROVEMENTS WILL BE REVIEWED AND APPROVED WITH THESE ROAD PLANS. THE INFORMATION IS SHOWN IN THIS SITE PLAN FOR REFERENCE AND IS CONSISTENT WITH THE ROAD PLANS. GRAPHIC SCALE 0 25 50 100 IN FEET I inch - 50 ft. 200 MAILBOX --------_''---,-____---�--�-----�___ El 1 MAILBOX I/ y `\ \\ TMP 90-21H \ \ \ DOROTHY B. HUNT \ D.B. 3289 P. 68, 71 PLAT D.B. 1717 P. 31 _ — \ D.B. 1350 P. 226, 227 PLAT J 1H OF l� SCOTT R. COLLINS'­—� No. 35791 ILI O 0') Z� C3) CV z Lu w J I- Lu w w Of U) JOB NO. 182157 SCALE 111 = 301 SHEET NO. 3 LOT NUMBER LOT AREA SF BUILDABLE AREA SF LOT NUMBER LOT AREA SF BUILDABLE AREA SF 1 2,864 1,518 51 1,824 1,388 2 2,.-,'6 1,263 92 1,797 1,358 2 1,571 978 34 2,178 1,310 3 1,952 ;i0 34 4,308 3,42A, 2 2, 71"9 1,366 55 3,326 2,686 8 2,654 1,321 S6 4,060 2,806 7 1,853 1,113 57 4,091 2,871 8 1,269 873 99 3,355 2,714 9 1,450 858 99 4,217 2,992 1u^ 2, :54 1,182 311, 4,228 3,009 11 2, 046 1,159 11 3, 3:i 2,753 12 1,773 1,,v34 E2 3,447 2,806 13 1,421 836 34 5,218 3,745 13 1,422 830 34 4,710 3,424 13 2,749 1,030 86 3,654 3,016 16 2,846 1,134 E6 3,380 2,742 17 1,770 1,030 17 3,854 2,686 18 1,416 824 E 3,841 2,686 13 1,770 1,030 E4 3,941 2,606 20 1,416 824 70 3,245 2,606 21 1,770 1,030 71 4,308 3,026 22 2,301 1,081 72 4,582 2,970 23 2,301 1,081 74 3,389 2,743 20 1,770 1,030 74 3,364 2,724 25 1,416 824 7� 4, 376 3,169 26 1,416 824 70 4,068 3,389 27 1,770 1,030 77 3,732 3,099 28 3,728 1,823 78 3, 627 2- 984 23 2,210 1,902 70 4,084 3,012 30 1,792 1,351 8,, 4,016 2,871 31 1,798 1,351 81 3,380 2,742 32 1,852 1,0&-G 82 3,377 2,736 33 2,947 1,828 84 1,605 3,0112 3: 3,082 1,274 84 2,156 1,316 35 1,764 1,323 99 1,281 962 36 1,715 1,274 86 1,281 962 37 1,713 1,272 87 1,605 1,204 38 2,854 1,902 8A 2,170 1,3003 33 3,001 2,042 99 2,170 1,398 40 1,841 1,366 99 1,605 1,204 41 1,790 1, 35t, 51 1,281 962 42 2,251 1,59 :2 1,281 962 49 2,508 1,eu-1 99 1,612 1,212 44 1,875 1,434 Y4 2,178 1,334 40 1,841 1, 0m-8 99 2,182 1,334 40 1,869 1,428 �6 1,612 1,217 47 2,474 1,573 57 1,296 974 48 2,383 1,05,0 99 1,297 975 49 1,798 1,35� 99 1,623 1,226 50 1.869 1.3611 100 2.117 1.325 TMP 90-27B STEVEN W. AND BETTY C. JOHNSON D.B. 1026 P. 715 D.B. 629 P. 616 PLAT PROPOSED 6' WOODEN PRIVACY FENCE TO BE CONSTRUCTED ALONG THE PROPERTY LINE 0, SEE,LANDSCAPING PLAN _- 0 i6 loxs io'x1 10'xs 10'xs \;\. - ul I FOR DESIGN OF GREENWAY PARK e .` e` ee t 22 ""- so'xi6' 1 xcH -PORCH PORCH PORCH PORCH-- \ it - 6 la 1 e °° ye e .e ee e e e I I POR - - --- I e � LOT i LOT LOT* I II I', LOT LOT I';\ ,` � . \° i I I `° � o I'I LOT r PROPOSED 6', it I 18 L -- �- a I t I e t I I I 1 I I. 14° REpR _,\ PpFtCN it o°o0 3�110000 i'PLANTING STRIP, \ u o 6 � I. °I ` e 1ox16 55 OI GARPIGE - e s I 5z 50 -LOT I I ,, o 0 54 5 , 1 e H \ I I e \ II + NI �t \ I LOT OM - HE T 5 N 3 SEE . e e ° . e � I 56 I I �cp �TCHLIEA�I Nia'xao' MIN.., s�I � 3o 11 PROPOSED __-- • 16 RCN LOT 57� d'-I , N e \.I. r . PO _! I NO PARKING �`o v - - / / e1e ei t .QPEN SPACE . �` . �` ` �' ��` PpRo" OT 5$ ��� --- --- --- SIGN (TYP). 6 R W-R 1. „ I Z --- \, LOT N .', (1.02 AC) � _ ♦J`>` `LOT 59 . e e , .. ♦sv �� � ��v FROM STREET_ A vv 16 M �,I`ee ke`e ke O�v ��. S TB_AC_ ,- -- --- �� v c m �, 22 SIGN (TYP)v ° v -I 6O ` STOP - ------ . LOT ♦��� \ o �o ��, - - - - --- o , SIGN (TYP.) 66' 61 NO PARKING, ti " P -- o0 3 � 22 PROPOSED \ G' + �, 17+ 17 5 e e I, .e eee ` ` � .e xe , e e . � �> `� � �� `� 22 ° O 15+5o CG 6 (TYP) 16+00 `SIB (TYP) -�� 1 +00 F l e 1 e � _ - TOP I - 5 �ET .. t . S ee I 5 LOT � � � � - • �� PROPOSED 6' o OwA� - 512 R SIGN (TYP.) � � � SIGN (TYP) I 62 ` ,P N STR �4+5 L� - L BE STREET _ k ° .I .� ee . , ♦ L TING - POSED �+9 P �S'P ��� �' 2' � I\ A IP I U ', �,00 " PRO - ■ ° ti 4 Z9 I \- --- ee eee e .e e �... . t 50 _ 32' � -.e e., � � 6 � - ___ -- I LOT ° _ 3 3 ti� / - z --- (Y) . e 1g' I GARPIGE =t e -- (TYP.) PROPOSED 5 iz'xao'�IN. 9 I 'o X D CG-12 (TYP.) P' - ��. t° 6 6 PLANTING STRIP --- o j 2 io ,a A I �r--- IIl � v � Ill II � i, i c-I I I L T l ° (TYPICAL) --- E/p E/P 14 * � r t � v ✓ � � �Z w , �0� �l �I �p LOT 6 F_ << 1 ---------=100'- --- ---k _ ` \ '(O ° �- \ � 0 2 ' - 13 WI el I c i I it -------- - \ xo �o a, �'9 ENO PARKING °� in ° F C F C - b -NU PARKING y Z �� +�, A cF LOT II LOT I oo / r / 6 LOT SIGN (TYP) °�/J SIGN (TYP) LOT ill LOT ii i11 o II o i o Lu p ` - - �ti, ti 1 82 83 LOT �I 14 6 - / LOT 8o 81 12 011 I 4 L 11 79 N O PARKING LOT I I I ioT \ -- SIGN (TYP) - 1 60 `v-------- N 11 i N x GARAGE LOT , o LOT ) ° h - -�--------------- (TYP. x� a i� '�> �� vv �� ------ 2 - 7$----------- 32 e - 4 iz'xzo'MIN. , , - � _�32 k _ ---------- w c 66' 65 /�� d� rj�p9 ��� As i Qp 36' _ - -� t . � - - - - - - i +� �A cF �'le k e` t - k k e` ` t k "' 1i i ---5 SIDE SETBACK 0,J �o LOT Pc,`E t e..re:I'll`°.,k 1 �I -- l =-==10 ______- _ ' �> 77 ���� k � O LOT GAR GE N �I l _ I 5 / 6' PLANTING STRIP �P� 3ti ` ` .e . ` ` . k ` ° ..e ` ` .. - 1 -1 1 10 (ry .) , �, e m iz'x2o'LMIN. 7 LOT / / � ,:(TYPICAL) LOT ,� ti° / e . e .e ° PROPOSED SEGMENTED RETAINING WALLS . , , t . , e ee . e , . , e � _ _ I ill M \\ w/ HANDRAILS - SEE GRADING SHEETS FOR E/ -E/ ul i 66 "� %,� vv 76�'� �° .� °` ` ° • FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) ..` e` ` . ,' ` ` ` . ` ` ` ° t ` ° l (T�'P Cnl LOT 6 N o . �,i . � 4 � � . � � `eeee °eee � 3 y i3 9 -IHI- �-- _ I / rye' \ ,� � ' � ` e e � ` t ` k e k ` .I ,W �--=______-_ ate```` tee, eee4 `°°° ``°` `°`` ```� e,ee `e`e ee°° ```° ``., ```` �``` ' ° >I s\..., 5 s/ PROPOSED l LOT CONCRETE SIDEWALK OF�� ;eee . e PROPOSED 5' oa - -- - �x e e . e, e e e CONCRETE SIDEWALK . e e r I 1 o 6 .-. t e e I c e I e N V1 i a I 1. e � . . e = e - I 7 I t I e I 67 -N O PAR K I N G -- k eee` .e k e e` e e e e. B � O Y �` `0 . e` t o` eee . ,` .k ` ` ° .e ,` e r .e eee` e` �I� 9 � I LOT � I i \ f it SIGN (TYP) I �i � L�` k t . e` ` k e ° , k e �I �+ UQ Uj w 1 I �` _ ----`- _ - --- -� ----� e,e`ee,ee°•e,°ee.t`e`reeeeee`k'eee,`eee,; eee` ek,e �ke,°eette�.,`eete`e`eeee`ee.e � a 11 � J � 7 Q II I - v) it 1--------- - °, - ke°ekee``.e°°eeeek eeee`.`ke�ke` PROPOSED`.°`eee`,°e`e.e`,°°e.e`ee.eee`°e.�eeee ��° ; 71 w �w ---- - 97 - - -- - is ; I o ui LOT - l0 1` e �_ Q LOT OPEN SPACE' . , > M . e I _ e e e e e SPACE-'::.'',,, e t . _ I i i N e e e e e e t N �" 2 I 1 . ee . t, eee .= ee a ee, e, ,, I_ 6 II 1w w I it LOT - _M E/PE/P 75 i �ee`ekeee``eeeeee`.` keeekkeeekt,keke`ket (1.00AC) kkeekeeeeeke,ekk.,eeeee,eekk o° plll 11 i� - ------ o W IG I z --- ______ liioo'_=== _= - Z ~ 72 0 11 I l i 68 oa0 2 GARAGE -� °eee e r e` `eee e e .e a e e e e e` e. ee e F- Y-----------.. ---- V) - �j F/C F/C (TYP.) i IIm W o iz'xzo'MIN. LOT I` e CIF- co ro 97' - - - 4 ^l Nee .` ,` k k e e , ee ,` `eee e` .` e . r` e` AMENITY AREA #1: .. e 'eeee `iuTiw LOT GAR GE a N o 1 GARAGE 9 _ _ Q V) �- � w (rvP.) R/W R W 74 "' �` e .` e` e e e e` .` , . e .` .` e e e` .` COMMUNITY PARK i 5 (ry .) > 0 i I e e e e e t. et e e II O I I � e e e e y iz'xzo'`full LOT _ II � , ° I iz'xzo' MIN. N p � e e e e e e e e a e e e e e e e e t e e e e - ------ _---- - O ' I 69-- +- - - SEE`LANDSCAPE PLAN FO . I 10o I I . e e e e e ,, 1 00 ACRES � 0 1 1 M ° L T o I i l I , ° - - - �---- -_ _ _ - ----� � I `eee ` ` e e , ` e ...` e . e . `eee , ... e , t e . e e e e e ,eeee , e `It I �I �I 74 I - I l e, R D DESIGN,'.' I G N e i i I i H OF THE COMMUNITY U N ITY PARK * `� � ee`l.`e �1 I 4 � 20.5 I I 97' - - - -- - - m LOT i N l e ee e` .` ..` k .e .` . to ,` .e ee ..` ,` .` , e` ee ` e . ,` ,° .` .e t ,` ,` ee ..° ,` .e e` . ,` e` ee eeee` ,` .e . e e` ee Ee. e .` ,` to e k PROPOSE D Ik i II LOT 75 B/ -B/ _ lLOT -- 73 Mee e` ee ` ke e` e` t° ke e. e° ee t ..e t° eee . ,e ke e . e e` eeee ,° ek er e k ek ee ee , ee ° e. ee e ee et ee eeee° e° e ..e e° eee . e` et e . e ; CG-6 (TYP)/° Lx) I 3 * I� `ri p L k.eeeeee eeee`eek `°e eeeeeeeeee eeee eeeeeeeeee eeekeeo+o -- --- 3 I it 70 im I - - ---I===-101= - _-____ 1 76' R/ -R/ PROPOSED 10' LANDSCAPING AND e e . ` ` ` e e e e e e kNO PARKING` Ni LOT GAR GE a l- --- PROPOSED, . SIGN (TYP) �, ry - - - MAINTENANCE EASEMENT TO BE -- - M k ... ` ` eee I ( �')' -------- - - __ _- CG-6(TYP) `e e e , I 2 12'xzo'LIN. - - -- - - PROVIDED FOR PERIMETER F11 iI 97' --- ° I STREET LOT LANDSCAPING BUFFER i l STOP o SIGN I,TYP) 2 - �/ 79 e I 7 M e ee e . I i e . °I 1 e Ik. e, e, e e t eizIl I I I I � e e PROPOSED . . `e .eee `eee .e PROPOSED et 1 LOT I I e e , I e e SIGN TYP. ( ) e . e e . HI _ � e e eee e eee _, I I e LOT O e, _ ----- NO PARKING r ` e e CG-12 (TYP.) CG-12 (TYP.) STREETco x I 71 - SIGN (TYP) ` e e PROPOSED I ° `. ° - ° . o; SIGN (TYP)�> I NO. ARKINGI `'o ------ ------ -I o -- --- 1------- o - -- CG-12 (TYP.) --- $7 r 1 MAILBOX TMP 90-27 LOT 1A ROGER SCHICKEDANTZ D.B. 1244 P. 461 D.B. 629 P. 616 PLAT D.B. 530 P. 164 PLAT CG-6 CUR D - < 3 T I NO PARKING SIGN TYP GRAPHIC SCALE, ( IN FEET ) 1 inch = 30 ft. _ I TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING II -- -- -- -- -- --J NO PARKING SIGN (TYP) PROPOSED CG-2 (TYP) TMP 90-35 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT PROPOSED SEGMENTED RETAINING WALLS w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) III ROLL -FACE CURBING FOR DRIVEWAY ACCESS PROPOSED 13' LANDSCAPING AND MAINTENANCE EASEMENT TO BE PROVIDED FOR PERIMETER LANDSCAPING BUFFER TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING SIGN (TYP)- - _ e q 9' y �, PROPOSED OPEN 1�---------- 11 ds - > • ��-I- 9 16 YP - c,`� ,PE(o.azpC ) oo u) � ■ ■ ■ �. Ln e e I° +00 11+50 0 O 0 12+00 ----12+5013+00 13+50 14+00 ♦ �4+505-w - / STOP a - �5 92 O 1.5+50 PROPO o N a D- - IG BERWYN LANE w u_ SIGN (TYP.) 1 +o N o CONCRETE SIDEWALK \ PROPOSED VAR. WIDTH PRIVATE STREET ' 5 I&e peeppe - w b 16' 20' 20' -- 2i Y ` e•°e 20' i6i 16' 20i �7i �7i- 20i 16' 16' 20i 2Zi 'p X� 13 ,� e � : � ----- -- - --- ----- ---- -, . , - -------- - - - - -- -- --- TYP..) FRO NT_ Q Q -'FRONT ti - (' ao m 13 �1 1 16 STREET I l SETBACKI H� 11 , VI SETBACK / Y le w w (TYP.) ml / SIGN (TYP) (TYP.) I I� . , � 1 ` w wl' w z w1 L_ - L J L J � � of J J �� �� v)i �� L J L L �� e ° .` �/ - ------------------------� i. r o kn I� r o �e a awl } o o l e e ♦ PROPOSED 5' ie °ie`leeee e1 <� ice° v,ll (m a� �� °eee`.101 a) �� x � o �e r11�/'-E/o CONCRETE SIDEWALK - - I e I. oD I Q1 1 � Q1 e � I I ee • 1 I I f e o / 4e I �1 e` eee ;` LOT LOT LOT LOT LOT LOT I� LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT / 0 / ., $ j PROPOSED B OCK A84 g5 86 $ 88 8g 90 91 92 94 00; 96 97 9 100 3sl' CG-12 (TYP.) le` 7 93 . 95 99 e Ie e I E e (� e 0 0 �, r >tv e 1 F I I e,e . e e ee I t 'll 11 �. I .e°etee� 1 �.e ---- _ io' R� RI SETB KI EA ;fir iPHASE II - �r e rt-- r-- ---- -I---- ° -I---- - - ° R ---- -° rt-- -I-- - --I------------r------�-----Et6-------- i 61 ACK ° 1 FUTURE e , e 2 � l ' ° ; • � - ° ,2 , e 2 ' ° r i , � e � i ` • r ,� ' , , i e ° � I s o 2 2 7 i6 ° i6• 2° 0 7 `16 ° °16 � 2C3 7 . 7 °20 i e e �e k e _ - - COMMERCIAL . li.,ie� .,`.`•.,e. ee,.�e,e..`e,eeeee,ee ..,ee e,e.-�..e.-�.ek e.`.e,. .e. .,,. .,. ..e .,e ., r e �.ee e i .r- --. e � .- .. e i i e/ i BUILDING PARCEL eI .e eee .e ee, e.e ee ek. eke ., ee. eee eee �ee ee ee, ke, ee AMENITY ARE I1 lee, °°tee ■eee .ete `PROPOSED°e A#2: k.,ek`.t,k.ete`ee.ee`,`eee`eeek`eeek`e�,ee°e.,ee`e- k.eeekkee LINEAR PARK I io f i e°ie`lekeee eeeeee`eee,e`e.ee`e.eee`e.,e`kte.ee`ee.ee`e.,e°eeee OPENSPACEeee`e.ee` e``eeeee`eF.ee`` PROPOSED6' I 1+ STREET I (0.64 ACRES) 1 0.6 AC k ` ` ` ee B L OY\` e;e PLANTING STRIP I �°v SIGN (TYP) - _ ( 4 SEE LANDSCAPE PLAN ie.eeei.eeee`keeeke `.e. `. _e. ktee° --`- k..e•-- - ie FOR DESIGN OF THE LINEA�e- - - - - - - - PROPOSED 8' i - 5 ■ NOTE: SEE SPRING HILL ROAD PARK � ' CONCRETE iee °ee .ee .ee eee eee ee, e, � e,e ee. � re ek, eee e / e_ CONCRETE SIDEWALK k °eeee ee ° , e AND UTILITY PLAN FOR DESIGN k SIGN (TYP) I PROPOSED SIDEWALK / �e PROPOSED 'GRASS - - OF ROUTE 20 IMPROVEMENTS �� y CG 12 (TYP.) 4 kleee ```ek,``tee`keeee.`eee,```k.,``eee`°.ekeeee `ee`4 ■e, `eee IF q So UTILITY STRIP - ■■�■■ sm1w ■■�iP - - o •. e 0 --�- --- ---- -- --- -�___ fil �3 -------- --- ----- ---- ------------------- --- - CG-6 CURB - -- U S PT 20 80' SCOTTS - - HWPB.1 PG.3 ------------------------------------------ N w-------------- _ �► 111111► - \ MAILB X co oSIGN --------------- o , - - MAILBOX MAILBOX MAILBOX Q EXTEND CG-6 CURB THROUGH INTERSECTION AND TIE-IN WITH EXISTING PAVEMENT TIE-IN CG-6 CURB TO EXISTING CURB - MATCH EXISTING GRADE BENCH MARK IS CHARLOTTESVILLE GIS ROUSE-SIRINE STATION 105 N 3882993.340 E 11482334.683 ELEVATION 527.7± H 0� ZCOTT R. COLLINS'� B No. 35791 ILI 1�0�_�IlslsvONAL EOM Uz Z Q O � CO w U) 0 J z �■■� o cn z U) Ww ce O w N O N o N L9 Cn Z� M CM N M Nt W N z Cn N W J LL Z J J_ Q Lu ' w L9 (D z Q = H� w U Lu ulU) Zw z w J� v , Lu w J� Q 0 O (N I- w o w U) JOB NO. 182157 SCALE ill _301 SHEET NO. 4 NOTE: 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 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. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". - r6ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. . CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING -- - ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE I I I, PROPOSED 4'. �• o 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. GRASS UTILITY STRIP /,��• 8. CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION THE FACE OF CURB. - -9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCEk` t CORRIDOR. \ io. THE ASTERISK(*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BEAN / � o, • ° <, .ice •r` `t`.I` AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING PROPOSED 8 CONSTRUCTION, BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS \ CONCRETE SIDEWALK PROJECT. PROPOSED SEGMENTED RETAINING WALLS ii. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (i) CAR GARAGE. THE MINIMUM SIZE w/ HANDRAILS - SEE GRADING SHEETS FOR i LANDSCAPED` OF THE GARAGE SHALL BE 12' x 20'. FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) BUFFER AREA--,-: °`rTi" 12. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. e ­'PROPOSED"k` WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS �� / w . �. SYSTEM. °° P kt°.k.,``.t.`` k`re..ket,ktk A eet rr `lire. OPEN SPACE ` tkl / o., 8 C. t� 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY \ , / �`� k 5 t ) t t PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE °e. REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND L` PERMITS FOR DEMOLITION PROJECTS. j e ` 14. 4 ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE j %°� ` ` 4,` 22 22' 22' 28' t/ HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF / ` ° REAR SJ=T$AEK-I-----!-------- ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS / i �e ,` ` ` --- io'xi6' e` ` WITHIN THE NEIGHBORHOOD. TMP 90-33 �` ° .` ` ` k , ��v 1o'x16' 1o'x16' 1o'x16' PORCH / PORCH PORCH Ik 15. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND /F-PORCH LOT k ` --i- ---- JEANNETTE D. SMITH ° e 5y -PORCH LOT THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO / -LOT D.B. 4254, PG.118 / . , . . 1 THE ALBEMARLE COUNTY SERVICE AUTHORITY. yt� ° .. t ` ° . LOT 11 p i1 29 . . LOT 16. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE / 6� e ik . t t .` ....° t i \ 32 6 31 I I I REQUIRED PROFFERS ON SHEET 1A. . ° < . E t . , t �.i ' r t , �,L �� ,oL� ` ' �� ti II- li_ 17. EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7. / 1. - . , ` r ..` ,` .` .t < <` .` .` ,` ..\ �t i ` .k .. k` ,` .` ° ,` ` ` . ' 6 \Qo `,\ra,\ ii rn i� i� 18. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD PROVIDED THAT ti� --- o LOT � NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. Q �O- "��� �`�� • .. t �Qo ��� 34 �� ii --IT I \ 1g. ALL PRIVATE YARD DRAINS SHALL HAVE A 1o' PRIVATE DRAINAGE EASEMENT. / �� �J�C • �` `` E t ` " t r ` ` ` o+y SIGN 6 LOT ` l -- --- NO PARKING ` 35 ° ° 2 -� _ - ., .,kk t trek .°•. 22 p yoO�C�' 36 e � LOTS`, 22' 22 ' \roQ L 3 � �Cm PROPOSED 5 ------- V 1o,x16' OCONCRETE SIDEWALK: 1o'x1ltj PORCH 1ox16' rn N° n�12+00 12 5o STOP PORCH PORCH 8 �� ,, \ i ------ PORCH - --- \ 3 p �/ o SIGN (TYP.) t. LOT - LOT �� o . E � I / NO PARKING ��2 `� �ytik5 .� LOT LOT SIGN (TYP) :> 41 it 40 y,\ 55, AlMEIV`ITY AREA #5 39 �,C/ , a9 PROPOSED 4' v� -�1 (1• M z _-- ENTRANCE PARK Y ' _ _--- �' r � ' r E (Q.13 ACRES) � r. 11 11 iI 1 \ � �� �' v GRASS UTILITY STRIP ) N Q a - r9 (, ` ����1\� �, 0 Q r PROPOSED � I i - r00 'C cf; m NO PARKING , � a F Ica 1 I ,� \ P � � � CG-12 TYP. e . ,` �\ SIGN (TYP) ?ox� S I .` ,`��. Q �I U)i e / 12, _ �� Q�\ LOT - � I / PROPOSED o rm STREET CG-6 (TYP) -- _ - --- (TYP-) STOP I ° � 28 I SIGN (TYP) 22' 7r° 22f 22' - SIGN (TYP.) \ C e, % POSED 6' _ - - W 1 o --, 3 R SIDEWALK _ o LOT - J I CG-6 (TYP) \ 2 yox N s ° PROPOSED 5' 27 o NO PARKING Q 1 � / e II 2 11+ 1 ----- CONCRETE SIDEWALK PROPOSED ASPHALT ° , r ` it ° r ,' °oR So 12+00 -- SIGN (TYP) - -^ EDGE OF PAVEMENT,it ... / ,d2, - - 1 �.t 12+50 STREET `,°ii LOT 6 a DAUPHIN DRIVE ry � f 25R SIGN (TYP) 'AMENITY AREA II26 °o N / �� 01 �� --N ° 3 � 4� �� PROPOSED DOG PARK b ° � O PARKING -N SIGN TYP o .� (0.14 ACRES) �I LOT 6 CG-12 (TYP.) q 3 • • •o E LANDSCAPING PLA �I PROPOSED PAVED TURN LANE �N/ i' %g 4 9 e o ` ° SE, 25 7k i ALONG AVON STREET EXTENDED / LOT / -- - 3 3�, k 401 ° DOG PARK of 6 v I F F 40 -\\ 43 �®�° _ N LOT � Q ' �� r ti // ,Q \"�� \ t F t: PROPOSED 2° /r � I (TY ) I � �� N LOT P�� 4 - .. o;' ��---' �� "�. 'PR OPEN - - ° o I k .t 44 0, -- LOT Q W I Q I LOT . I Q ° 23 �30, /i' 45 �� �' " II i1 ��� for PROPOSED i�,01 11 .� � I e R / I e r CG-6 TYP SIDE SETBACK I o' I1 0 11 1 1 t � ( ) � - 5 LOT o,l LOT 01, LOT III ��`` r �� 66' ---- I e - - I L T /� iV� _ 46 ll 47 48 ii i°� ` t k` " .. PROPOSED3' v� �X iNo . Ir .. ` . i . i1 49 CONCRETE SIDEWALK �� °o LOT N j PROPOSED & WOODEN PRIVACY . I PROPOSED SEGMENTED RETAINING WALLS . t t r` � i ii II I 1 I . , . � . , � t . ° �� � IF FENCE TO BE CONSTRUCTED `1 ` w/ HANDRAILS -SEE GRADING SHEETS FOR .` r` ° . ' r` •.°` <�..` .` �� ` k` r r .� �� 22 w w Lu ALONG THE PROPERTY LINE i FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) '' --- - - - - - --JI! ____-- 6 F \ \ 461 --L --- - - -`------ -- o - N LOT o QILn Lu PR ------------------- --- -J \e 21 L Q I PROPOSED io' LANDSCAPING AND ` t� .` .` t` ASPHALT PATHWAY . ,. 38� ----------- - --- .. °... ,` ` ..��� ` ` ` �\ . •v° ��y - - LJJ MAINTENANCE EASEMENT TO BE . ° tk° ...t . r`t .•- -E, . °k'"_ . .. r _ XL1'�O. V T 3m2 \\\�\ �I�III I II I1 L1OT * * -,- N , :Q—w39' LOT _PROVIDED FOR PERIMETER \\� LANDSCAPING BUFFER 22, 22 \ \s0 20 "AMENITY AREA: #2'22 \ f 63o pI— CL d 0GREENWAY PARK 33' RSETAC _ LOT I 174(0 85 ACRES) - 'x16� 6 6' 1o'x16' 19SEE LANDSCAPING PLAN 1o'x16' C6`FOR DESIGN OF GREENWAY PARK 10x16PORCH ORCH PORPOR0 ;° oLOT LOTPoRcH 2'1 CB PORCH `0LOT O50 PROPOSED 6'a OR5 LANTING STRIP I' 6 I55�� � N -°EET 4 Io RCH\ 00 54 GARGE 3 56 /ATC LI1z'xzo'MIN. I o R/U-^R' ' /°PROPOSED �O. 66OPEN SPACE OT 8 IGN (TYP) (LOT 1.02 AC FRO rM SIGN (TYP 916 2 SOP'TYP 2 V SIGN ' LOT l DID TE= Il1 II IIIII 1II I ti o - -- I -2 -- ---- ROPOSED N PARKING u, 17+00 ti 17 53 . , O PARKI 2 15+5o CG 6 (TYP) 16+oo \SIGN (TYP) ------ - \ \ - - - - - - 0 �5+0 - - —� TOP STIR ET LOT �\ \` \ ,'Z o PROPOSED 6' + o YD W P`�I —ET 512'R SIGN (TYP.) ---- 6 50 SIGN (TYP) 1 2 �, �v v �v PLANTING STRIP 14 _ - PUBLIC THE ` 6 5 v z L - PROPOSED 49 tip+' 42' P A RIP 5 4k0°� lk, ee t e \SLOT y 10 ti �, °° ` 323 2 r ,, N o. LOT I o- I i° --- �� - GAR,dGE TIE-IN PROPOSED CG-12 TO EXISTING CURB AT ENTRANCE NO PARKING SIGN (TYP) I TMP, 90-35A1 ANG HOLDjNGS, LLC D.B. 102� P. 715 D.B. 657 P. 234 PLAT CG 6 FROM CURB TRANSITION - RB O TO ROLL -FACE CURBING NO PARKING SIGN (TYP) PROPOSED 13' LANDSCAPING AND MAINTENANCE EASEMENT TO BE PROVIDED FOR PERIMETER LANDSCAPING BUFFER ROLL -FACE CURBING FOR DRIVEWAY ACCESS NO PARKING SIGN (TYP) C, 001 PROPOSED SEGMENTED RETAINING WALLS -w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I I NO PARKING SIGN (TYP) I I TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING 3 4i Q, - 2 18 o° (TYP.) NO PARKING �' 9 9 + 15 1z'x2o'�IN. SIGN TYP PROPOSED I � (TYP) 12 (TYP.) y3 � I CIS / 6' PLANTING STRIP --- o < 2 �- L T 6 � --- (TYPICAL) ii --- E/P E/P 14 .� III ` • ` ` . ` ` t` ` ` �� i' e Z � I Q I I 1_o0 -�r 0 1 m zo �y 'D I -------- - cI --- ow NO PARKING NO PARKING LOTI ' SIGN (TYP) QSIGN (TYP) 'oNI LOT LOT LOT LOT LOT pN82 83 rLOT 8o 81 64 IX II b - - I jp--------- 6 PROPOSED CG-2 (TYP) GRAPHIC SCALE ----30----�--�-5--��-- --tea-- -- -- ( IN FEET ) 1 inch = 30 ft. �TH W is (C OTT R. COLLINS'Z� �J No. 35791 ILI Z z o Q O a CO w U) 0 J Z Q O c'-i) z U) Ww ce 0 W N 0 N o N ul z J J 0 u ZONAL M Cn N d' i O N N L J_ W O Q U Lu U) w WO Lu !Q V O (N I- O w a U) JOB NO. 182157 SCALE 1" _ 3p1 SHEET NO. 5 LOT I' III II I — LOT LOT LOT LOT / j 18 IL LI L — i `, --- I LOT / f I� LOT 53 52 51 50 I o£ - a LOT 55 54 1 LOT III II Ik 56 �� li I , ATC'LIN -SEEM HE17 [ 11 IIII -Y / �� LOT �� 57 , III , I�I 'I `I• L 58 \\ MH-26 --- MH-27 _ T - - I LOT16 I I I ILOT - - 60 PROPOSED 8" IN -LINE G.V. --- LOT-- ---- =1= I II — o , r I tit, -ss 61 — MH-z5 _ - s = - +' PROPOSED 8 x8 TEE AA53 I 6 00 I U) I 1 LOT 5 8 G.V. \77 I/ 62 i����/� - _ _ _ —w w w w— 17+00 II I / , o - o _w I r o _ _ PROPOSED 8" SDR-26 PVC / SANITARY SEWER (TYP.)- / \; 100 ,----------- " LOT ! /� w� _ _ -- _-- --- - -- - -----\- 63 �' �" — ___- -- - v I LOT I II w I -- 15 I � PROPOSED 8" CL. �' ' /�, � � � I I I I / 5z D.I. WATERLINE .o + L I f _ I \< YO /� D 49'WIDTH - -PROPOSED WATER ---, i \V r I IIBPSSTREET--- SERVICE LATERAL (TYP.) LOT III U I 14 L_ -PROPOSED FIRE HYDRANT 'I II I I I ASSEMBLY WITH 8"x6" TEE Ili I I Q � II I" II I I , ----- — \ - ' 0 3/ • i I a �I ------ ------ 0 0 13 L x �' �` , III III I' ' I I I Q `v LOT LOT LOT I I I" I i3 - �' LOT I 82 83 LOT II _ II i LOT p _'� 80 I 81 I I I �= 12 II II I I 64 - 3 � LOT I II II II I II I I I ---------- -----�MHz4 PROPOSED SANITARY �I--------- I =I 11 L 79 L0TSEWER LATERAL (TYP.) --------- III 1 3� LOT ----- I a II I- II LOT I ' , ����� � ,' �- � ---- --------_ -- �_ --- - II 65 I 3 I-�- wLOT F-------------- �I-- cno�77 �LOT J II"I I 10 I I i II i 11 3/ \\ LOT / LOT I TMP 90-27B ICI— 66 I �� \ 76 r' r<: -a - ---- I LOT I I. D BETTY HN N I ° ��� V � ' �'_ I 1 STEVEN W. AN C. JO SO I I %' /" o 0 9 D.B. 1026 P. 715I �`-____—____� ----- I �� \ \ �'�' i� D.B. 629 P. 616 PLAT .PROPOSED WATER r — � r'r Y I I LOT // i /" SERVICE LATERAL (TYP.)r o g 11 11 I 67 // \ _-`- , , ' n °F III o +I LOT _ o I 7 I II ---`-------------- --J --- ----- — -- — — — — — — — — � I" i41 —I I- I - --------�-- I I -I a I III I I ___ - I I - _-- I LOT ---- - -- --, I I I II I I I MH-z, 3 ,� I I LOT % I I I I I I II I LOT I .I I III 1 68 II I - ---- ----------JI I 4�--1 III 1 I I PROPOSED SANITARY SEWER 1 SERVICE LATERAL (TYP.) I I III I (- I4 I I I I I I --- - I I I o I IIII I I II I I 1 1111 1 LOT II o l I 69 I o I -----_ -- -- I II, II I -1 SHE OHTV MAILBOX HT OHTV 6 L : III 0 - —— -- - —- z I PROPOSED WATER = - 01 (TYP.) SERVICE LATERAL TYP — - Ii II CL �I 1 LOT I" I I I I 5 I' " I I I I I I m t o 1 1 111 1 LOT I I III I I 'I " I I -- 73 I I of LOT I I 111 I LOT I I �CIOF r - I I I i 70 PROPOSED 8" IN -LINE G.V. ~� II I PROPOSED 8" IN -LINE G.V. I PROPOSED zo' UTILITY j LOT III it " I I EASEMENT _. 2 I •o ----- II 1 ------ - u°"j I I LOT I PROPOSED 8 CL. - - - + - �- 7 I 5z D.I. WATERLINE I III I • o I I I I � I p PROPOSED 8" SDR-z6 PVC LOT IIII I SANITARY SEWER (TYP.) �' MH-zz I iI LOT PROPOSED FIRE HYDRANT `I PROPOSED 8" CL. 5z D.I. WATERLINE III I 71 ASSEMBLY WITH 8"x6" TEE � I � _ • � � .� � � • � � I • 1 _ IIII I-- I' -- - I I o°/ PROPOSED FIRE HYDRANT \-1 ---------- ------- I e I 3I <e o o•. o • \ � ` ASSEMBLY Y WITH 8"x8" TE E o� I . °. I s —PROPOSED POSED VAR. WIDTH PRIVATE STREET 5 __ — ._ _ z = , , LjTUIJ - — -- - -__ ----�-1 5�+5° o BA ALAN - 111�I — —m— M M M M— ——M—M—M— — — —M—M M — —m—M M— —M—M—M—�—M —M— — M— —M—M M — —M—M M— —M M—M M—MM—M—M—r—m—M w—w—w—w 1S+°per- - PROPOSED TYPE A / - - c,, M H-12 BLOW OFF ASSEMBLY I -- -I y PROPOSED 6" CL. PROPOSED 8"x8" TEE I I \ PROPOSED 6" G.V. P PROPOSED 8"x8" TEE a i WATERLINE AND (z) - 8" G.V. 1 z D.I. 5 III I i \\ & (z) - 8" G.V. ° . . • o J------------ I GRAPHIC SCALE 30 0 15 30 60 1 inch =L 30 ft. I I NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. ALL UTILITY EASEMENTS FOR THE WATER LINES AND SANITARY SEWER LINES WITHIN THE DEVELOPMENT SHALL BE PLATTED WITH THE SUBDIVISION PLAT. EGDRDATID Nl NFL-: MATI O N : THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK PG ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) PROPOSED TYPE A BLOW -OFF ASSEMBLY TMP 90-35 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT TMP 90-27 I I -� L J L - \ -1 I I I J L_ -1 I A / LOT 1A li PROPOSED 8"x6" REDUCER I I /� ROGER SCHICKEDANTZ uo I� I � II II II � LOT � D.B. 1244 P. 461 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT _ 0 D.B. 629 P. 616 PLAT LOT LOT LOT LOT LOT Z o D.B. 530 P. 164 PLAT it I it 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 1 OO i Z �N . I NOTE: MH-111STHE END OF THE SPRING HILL VILLAGE IIII I j I OFF -SITE SANITARY SEWER EXTENSION PLANS e I I IIL-- I I I III � r- I- I-- -�- I-- -II -I • �-i-- I- - -r- � 1� I I i -- �- - -+- �-- I-� I �----------------------------� VDH.---I�—� \ — -- -- -- — --_�� - --_ _ - — --- — -- -� -- -- I MON, 1 I � ° • o • o . . .. o . ° .• o . � � � .. ° e i I I� - - ------ i MH-ii 0 Aproximate I I I I + - Va Public Service Esmt. I � o ;; ; •`: D.B.221 P.305 TV. I N --------------------- I I � � I I ------- \--_- ___---------_ - - - - - - I - t - - - - - - - - - - - - - - - --- 2rldne--NX - ------- ------------------ ----- ---------------------------------------PP - ELEC 77�Jaor�e----- ------Elec-&Phone _ I — - - Pole Pole ---------------- o--- -------o - ----------------I-- ----- - - - - Pole --------- - --- - -;-` o — . ---------o-- - -- - --------- ------ -- -�---------------------- --- ---- --°---------- -3- ---- i -- O t a U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) � - � HWPB.1 PG.35 --- !,------- N —_=- Cn _ -OHT OHTV -0 T-9 HTOHTV / Poleo Phone GIN MAILBOX MAILBOX ,20 ��4�!P7 TH OF SCOTT R. COLLINS No. 35791 "Ll o ZONAL E�G� Z z 1104 w m U) - J �■■� z o U) z z W U) w w J BENCH MARK IS NOTE: SEE OFFSITE CHARLOTTESVILLE GIS �S- - _SEWER PLANS ROUSE-SIRINE _ SANITA__RY STATION 105 Comm . �`� N 3882993.340 - —V,;Jj Ii_& �'�- E-1-t482334.683 -i Fiber opt - - - - S _�= ELEV4-Tf6N,527.7± I � � =ems o OH /TV/P OHE ----- �� - - — - - — _OHT OHTu. - - - MAILBOX Cl? M C1*4 z LU w J z Q J I— LU w Of U) JOB NO. 182157 SCALE ill = 301 SHEET NO. 6 i i a — \ / wv\ \ — NOTES: I 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER ' CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL 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. I 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY _ SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. Ip 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL IN ,I ` INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. I � G`� •., • ° °., °tom .•• r, �I(`tt EXISTING 12" DI WATERLINE r �k� a I I I I / ' / . > • ° .` .` ,` r r` kk , � / k e` r t° t` k ° ITi" . ^..I I TMP 90-33 I I I JEANNETTE D. SMITH \ / �' � oP • ` ° r `� ,� ` I D.B. 4254, PG.118 — � •• .E°ettk .ettk..t k e�,t .. t tk`.r ee. kt .`�I.' r I I � e.o .e .r .,ek4t.•e tk. t k.e.eee.e .e --------------- t t 1 I I / . /� ------ ------ SOT III . I SOT 1 LOT 11 LOT II LOT II II 30 29 IIII III. t ' 3 2 3 1 CONTRACTOR SHALL REPAIR ROADWAY � i �(p� < .e ` ' ` ` r ` ` ° ` ° � ` r ° ` ` ` ` ` �'' � � I 33 ,I 1 I1 �I III •` . / � � � � I I I II I I` ✓ ���� �.//� 0T �� t r , r , r � t i/II II II li I1 -- I L—•— oN��� ��� �� ' • . �� ° ��� 3 4 `� �V PROPOSED 6" go' BEND TO v E r r r i TIE-IN TO EXISTING 12 DI WATERLINE i I ,I' ° k.. e � `� �:FIRE HYDRANT ASSEMBLY - t ' 'LOT I WITH PROPOSED 12"x8" T.S. & V. st" • . , ,� -' LOT — — / i � j • - e, .. r• t` •` .° t• °` •` \ �` � E` .° ,` ,` t` re to t` ° .� .e E` kk t .�\� �� � \�� �� � �' � \ \\ � " o . " ° � • • PROPOSED 6" CL. \ �kk . ✓ i r — — r — — — \ \ LOT \ 52 D.I. WATERLINE, / �M�"—" z+oo I 2 5o a - I� L0T �4 .e �et ,.� .t•. k`°`•k � I LOT I PROPOSED 8 z2.5° BEND•` iI 3 �• . LOT 41 LOT \ v \ m -� 40 1I k5 e • r � t k . • PROPOSED FIRE HYDRANT MH _ \ n n�� M15 L i ASSEMBLY WITH 8 x6 TEEM V �I eI t I / / PROPOSED 8" CL. `� - \ \ �• Q�c2�G/ / v re 52 D.I. WATERLINE I� LOT — 1 \ \ d I e • i z r � I " - - � � I / -• MH-19 w • •. �_ LOT j•, � _-- � e k r k r t ✓`� r r' - - - _w— // / NOTE: CONTRACTOR I 1 - LOT PROPOSED 8"SDR �VC � _ AUPHIN DRIVE S© �✓I / I. , . SHALL EXTEND WATER 26 I Lu \ - �w\W % r LATERALS TO UNITS 1 L LLJ l r r SANITARY SEWER (TYP.) / �� l - .t �r `t., ``ee, ``✓ r r �so BLIC TREE �w I �tkt .t LOT T LO e .o t s I T `-' _ • � � � e' `k l °t t e` 4 I — — I I le .` w� r/ r 43 r \>r r MH-18 ! i — - - ��� w\°. • PROPOSED WATER LLJI 1 SERVICE LATERAL (TYP.) I LOT ~ LOTw, 24 4 4 rr -- - MH-1] �� �.�x L - >QI rr — I E PROPOSED SANITARY r r SEWER LATERAL -- ��� ` ` ` �`/' - - -- LOT LOT r —/ - it h PROIPOSED 8"x6"TEE �\ ���� \ r 25 45 , rr ��I - (1) - 8" G.V., (1) 6" G.V. ° r . �`-'•,`� L ---—-- LOT L 0 T I� ,; 1 ; � �` ." . . t` . ° � .` .' �° ` •` e` r` ` � � �� ° � • �` — — � � M LOT --------- — — v r . , I 46 LOT t . r , to r k, I et t I It° p r 11 11 48 �` t` . t t` ° t t ° r .. , y oo� L 0 T •�•/ .1 I ke. .. .t k.,° .tk° ° 22 F \ I .-------- -- °t e • e • t. � LOT 1� t. �` ' e . °` . ` .` • ..., e` •` . . ,° tee r` .` �` ,` t° t` .` r` .` e. k. ,° t` \ ` .. xkr • �.�. .� t I — - - ---- — — I — — -- — -- — I --- I I 1 .` ,e kk. t` .` .` ,` e°� t` k` I I .e et� t` .` .` e° k•� •` .` .` t` e°k e` e` ` � \ • I 21 I I � I ' --- -----1----------- r I. °kP:k �°� � r eot e ° � — — — _ _ _ — � ° t` r` t t t • r e` \£ \ I � � II LOT d II I t I t e I t e y I r � f: t I� \e _ - - — — — — —--------- -I PROPOSED FIRE HYDRANT I.` ,` e` _`- — — —---------- - ASSEMBLY WITH 8"x6" TEE III 19 ,•�•lt, ` •. ,, •t.� •trr •�.�_� ��t��`�`°•tr`�°�•.�°�`t•et``�I �`I�°.,°•e ',,-�� ____ — �'� � I I .t •.r V � — I� II �' �` fit° �1 t` ,° ..' r ,` °° e` • . k` .' • �_ � �=r � � t .` ,` e • k` °` ` ` e e` .` ` e r .` ` k � �` .` ` ° e .` k` le° `� — � , —�' � ' — _ �- � ----- -- — -- ---- _ _ _— — — ' Ir ..` ` ° • r` .` / ` 1 1 I L 0 T �` I e . e . t_._ _ -t . t , . �e� e\ r �.`\ .. e` .` .` r` . t` •` .` r` ekt e` .` t` ` .` .` , ` j — — — — -- — I L 0 T I', L 0 T I; L 0 T L 0 T .` j I III �I LOT �I 52 I 50 1 II 53 I 54 I., I I het I `• •• °• �.r t.. ``t \` � � —; — — � V I I I r t 0 I LOT � III I�I II I �r LOT 55 �+ �`.r LOT 56 I ATC ILIN -SEE1 HE T6 1 7 �` •i t` ° .` ,` �` , k` -- - -- -� �Y / , �v L 0 T vvv 57 IIII I I II� kl .`�°�f1 °`I 11 1 ` L I I % 58 IIII --- -I--- MH-2 - II " % \ LOT \\\ \ \\ MH-z6 --- _ — ]— /` ` d LOT 1 II II •le / � � v � � � � LOT vv 59 � \\ � �' —_ --' �` ` � 16 1 I ° r � � • r ` ° e t` ` ` t , t` ` ` k ..e ` ` � � `� � � � \ �, � \ \\ `\ I I I �' — --I- -_ - I - _ _- -__ __ �- ° � k t I � I III PROPOSED 8" \IN -LINE G.V. L0T �\ \ \ � \ \� _ ° t • � MH 25 PROPOSED 8"x8" TEE 53 III 11 o • . • . , f 1 +50 16+oo _ �'I (2) - 8" G.V. LOT \ \ �\ _ — —�— —�— — 17+00 < F \ s 14+50 PROPOSED 8 SDR-26 PVC SANITARY SEWER (TYP.), \ +00 ti 4 w o \ ------- — I `L`, �� °••r �/ /, LOT � �� \- • — � ,— �� k` te; ,' �` .` ` ° .` •` r` ` ° •` .'� 7`� �` 63 i PROPOSED 8" CL.� ' - -- -- o of f ° o e. I ✓w f 1 5 _ 1 \I LOT I I f .. 2 D.I. WATERLINE - - - T �1 5 x5 gip, AY \ �► b L I II PROPOSED WATER \ �� I �. -- ° PRO O E T' 1 SERVICE LATERAL (TYP.) Lu P S D 49 1 I 00T I v /iJ / ° �� . //.�/ P --PROPOSED FIRE HYDRANT 14 .` vASSEMBLY WITH 8"x6" TEE Ills v� LOT FLu ----- - - - - o 1 — ------ vy o • LOT LOT i II Q II , LOT LOT II 0I LOT 1 I. > II I I LOT �\ i 82 83 W j II II '� ,�—� 80 81 ��E 12 04 II III I I I i ° � � ° ��' , � � PROPOSED SANITARY LOT vI SCOTT R. COLLINS'Z� No. 35791 "Ll o ZONAL E�G� S16°40'02"W I 119.33'(tie line) I Z z O J H I O D w m � � (n J z O Q (n Z W' w I I I I TMP 90-35 1 ANG HOLDINGS, LLC I D.B. 1026 P. 715 D.B. 65 P. 234 PLAT I H-14 I [_ o o N Q o I - I N PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) NOTE: THE WATER AND SANITARY SEWER DESIGN FOR THIS PROJECT IS CURRENTLY UNDER REVIEW AND APPROVAL BY ALBEMARLE COUNTY SERVI E AUTHORITY AS PART OF THE ROAD AND UT LITY PLANS FOR THE DEVELOPMENT - SUB 2019-00158. THE INFORMATION SHOWN ON THESE (2) U�ILITY PLANS IS CONSISTENT WITH THE ROAD AN I UTILITY PLANS FOR THE PROJECT. I NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL BI_- RECORDED PRIOR TO THE APPROVAL OF THE FINAL, SITE PLAN. ALL UTILITY EASEMENTS FOR THE WATER LINES AND SANITARY SEWER LINES WITHIN HE DEVELOPMENT SHALL BE PLATTED WITH THE SU DIVISION PLAT. 4�ECORDATiON ON: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK PG ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. GRAPHIC SCALE ---30------5--0-- --_60-- -- —— ( IN FEET ) 1 inch = 30 ft. ZM� Cy') CV C'7 Zw w J z J J D I- Lu w w Of JOB NO. 182157 SCALE ill = 30' SHEET NO. 7 / --- ---- - - - -- - - - - - 65 86L1 � 1i 578.00 -574-ooB W FFE= _ I - --�- - -- �-- - - -'-� - IJ / �� `•% �� � 586.o 0 1 86.00TW 580.00BW590 - ------------ 11 � � FFE= FFE= FFE= PROPOSED WALL (MAX. HEIGHT-6) FFE= -0p9 -- 59 592.0o 591.33 590.67 590.00 FFE= �1 ...i586z 7 .5o 1A BS_ FFE= s%oz. FFEBMT- SMT 593-33 BSMT= 4.00592 8SB 5 58216 5814T 5SM3 5.FFE- 59304 BSMT= 08 5.3 581.16593.17 BSMT= 8 79.83 W 582 _FFE= BM- FFE581.33 8 591.84 8T.z 3 S8L J1 72- .00T W33s83I 566.00BW PROPOSED YARD DRAIN SYSTEM FFE= 580.00TW581.b4FFE= 5 3.583.00 581.67BSMT_ 8- 574.00BW 590 5o BSMT5000, \ I \ \ g0 ° ° - BSMT= 581.33 581.z4 _ I1 - - \ - - - - /TW 584 � � - - \ �\ \ 80 6 � � �5 LJJ 76.50TC ° ° °° o ° °° °. ,� Op RW 5 8 - - FFE= `�\ 5 7 58o 34 J �� - - I--- - - - R _ 578.10 I C� �I'<� << �� A �� - - C� 1 �� A 2 S 0 5 O II - - , PROPOSED WALLS (MAX. HEIGHT=6') - 069- - �� 79 L579 - _ - - 16B 1 - w� �Z PROPOSED STORM 1 1 - - - - - / - - A / - 4 w I FFE= �� - SEWER SYSTEM ' _ - i B W 80 / / r - �� 577.77 8. z ',- -J �-� i �. 1 _ o �� cP q -- . 575• 11 ." \ �� � SO o ° o• _;`------- _-'79-5�.12 - -- � 1 `,• � �e, 6 II 574.00TW .5I- I FFE= I I 568.00BW 5I735731 FFE= 79,�o 5740 572 77 � j / - / f e 581.00 579• 12 i / 'I �/ 1 581.67 / / i H Alm ACOTT R. COLLINS'� No. 35791 ,'Ll O I�NAL E�G� / \ 572.44 57355 ���,.,� %-�` ��O / �I° FFE= LS�7L�. 67 571-01 I III rI - / - 572.00 PROPOSED STORM/' - - =11 / i S7o ,� 3.3z O SEWER SYSTEM 562.00TW S 93 / `- I IFGFE- iml / / I I .1 � •f /I • I 568=.00 5�6o�6.gz -J3 I I - - - - - - - - - U 70.75 3�6/5797 57o.00TW wv� 5 -500.00 564.00Bw 574 _581.33BSMT- 570.1 93-- -- vzi \ U•0 06 FFE582.0oBSMT=571. o BSMT�569. o z FE_ BSMT_572.16 567.67 569•00 FFE-S80.00 - - = 1 I �� 1 L BSMT= I_ / 570 6 � vI I PROPOSED 7.° -c�1 z. - " ��° • ° 570.49 - -Y-AIlRi D- DRAIN SYSTEM T-EM-- - ---- _-- iII I I I I 6k FFE= 565.67 I6 L° 5 "' FFE= 578.00 56 0 _3%4 6FFE- 40 -- -66BSMT= 568. 64 •34 570 - -- 567.00 5 4 - II A c _ Cl) � � °FFE= 575.33 - 5666 5oof 564.I ' ------------ _- W 6z.00BWSMT=5 549 68 Q $6 FFE= 11 11 \ 6o.00BW-55 -- -_- --- �� S O / o A .6 Ij156o•33 J I NOTE: CONTRACTOR TO INSTALL PRIVATE 12" 1 1 z. .o \ u?e 55 .. • • • - - 5 o 56o 55 ooBW k / DRAIN LINE FOR ROOF & FOUNDATION DRAINS FFE= 564'67 //-563. 4 \ FFE= 572.67 � _ �/ /'9� 551•ooBW - 566.00 ,� - /E • 6 .00 - V `. BSMT= 62.8 6000BW ,' _---- j'I 56o.00TW - oe. I 5 5 3 5 3 � �� - / i - 554.00BW TMP- 90-27B I I � - _� :. � _ � -,FFE- O I - • A �\ � ' �/ ii ' • �,, �55g -- -- - �------`-- � I 10 -'59.00/ 5�58.6 II 6% � STEVEN W. AND BETTY C. JOHNSON _ - D.B. 1026 P. 715 ,0L� I -: --- = / g9 _ - D.B. 629 P. 616 PLAT - -- - - - - - - - - - �oA ---- / 5 .00TW - ��� � �Co0 56o.00Bw 1oB FFE= 5 6.67 556 5 �I �0 ASS, DUANE E. AND ROW NA M. SNOW \ ATMP < I _ 56z.67 /- gg . , .. • . , „ '• - PROPOSED WALL( - FFE= / 5 - I' \ , - - - - - AI/ ` <' `: t` .` 557.00 D.B. 702 P. 792 o MAX. I 1. 2 3 S6, ; ° I� it - 3 \ 87�-`---PROPOSED DRY SWALE i I �1 556.00Tw D.B. 657 P. 234 PLAT o 563.00 ` ✓f FFE= 6 55o.00BW �I 60 \ -� - - _ ' I54. 7 x 1554 ooz - 0 - A - g - _ _ - - 1555 0 - 5S 5 - ----- - - - - -- I 4 � 556 i � I I f , °" o L �3 i - ---- I F_ -� --- -- -- -- --fi -- � IIi I I FFE= �52.67 551. .6 5 oTW 8% FFE= SSz 55300 1 54s.00ew 559.5- 559.92 � VI1 1� FFE= 82 5� s3- L9 .1 1 9v --------------- S$O AI _ 559 47 - 552 55914 - \ I557�3° I_ � i �58 67.73 558.z5 I 547.00BW / � C7FFE= FFE- 547.3 FFE= g i` - 558549.00 548.67 co 558.80 558.476 -58 � I - I �\ NOTE: CONTRACTOR TO INSTALL PRIVATE 12 -- DRAIN LINE FOR ROOF & FOUNDATION DRAINS FFE= I I � I I I 546.67 545� - I \ ass\ 1 I I 47 00 0� NOTE: CONTRACTOR TO INSTALL PRIVATE 12" C� 5 55 9 FFE / I V - -11 FFE= I 5 DRAIN LINE FOR ROOF &FOUNDATION DRAINS � I-- 5 •35 6. z SS7 5 II 4 N I _ _ _ 545.33 1. 43• _ 02FFE= 557.14 9S545.07 3.1 557.47 617 I 8 L-00 4 gA FFE= I 1.z%Ii5 0 \ / I �54z• Pe 540 555.37 555.59 - - - i 544 FFE= � i 2 � � w � - - � w < - - I 5 ; 33 i Z r it I °I- -- 555.92 N = �' 8B �I o- 8A' W / I 6. I - 54 \ = 5 - 47 FFE I 55 FF - 554 I °F z.6 4 I I L 3 I 54 7 W 556.80 543.0 - , J LL I 0 / 5 52TW 48BW 5 -556- - -- - o 6A i w I £ I ; �S4o 5 U) w v Lu I..._ 7T_ TMP 90-27 50 ROPOSEDSTORM LOT1A V ~J rV_Q nI EWER ly- zQ SYSTEM .3 Q h ROGER SCHICKEDANTZ III I I ° ° , ° • . 0 51 I I / 8 J 0 D.B. 1244 P. 461 I J5 - - - - - _ - - _ - - _ - _ i _ - °< - - \ = H It . I 555. 1 555.72 • 8 555.53° 554.9 554.05 552• 51.33° 550.1 49•03 547.9z ' S46.87 544.37° 543.3 542 47 541.7iL 540.9 54o.z - _ Ax D.B. 629 P. 616 PLAT y/� I / -- - - 5557- ----- - - -- - - --- - - -- °- - / 56A \ ) PROPOSED WALL (MAX. HEIGHT=6') U W D.B. 530 P. 164 PLAT I \\ fo _ fog \ f1 f . I I I I I I t . a 1 0.1 1 1 ' - 1 z. / I 556.z5 6.z 56.z5 555.59 5z.84 1. o 0 48.i - I 44.75 0 4 75 541.4z I I I 55 5 556.z5 I 5 4.1 I 5 - - 49•5 - 1 I 46.0 44. 9__ 542.09-- Qo J - - --I J \� ? - _ L J , i i l----A -- ----+----T--- �� \ \ \ H� r I J o L -1 C L_ -1 L J -1- / 56B - 0 4.7 /o 173 I I I A l 11 � I I / � - - - / / ) _ 1 Iul ly- FFE- I � Ir -FFE= FFE= - - i 5386w _ a- � - ° ° ,, ,; - / / / � / / _ I � � 1 (1"1 FFE- FFE- FFE= 8 FFE= 2 FFE= FFE= FFE= FFoE= o FFE= FFE= o FFE= FFE= FFE= FFE= I _ 4 A / Ao % i � it I 1 55 5 556.58 556 58 55 5 555.9 O 553 7 1 g 55 5 g 54 5 2 545 2 - o8 FF 4 _ 54 75 i- ' A / 1 6. 8 08 544 4 543 1. / r 1 Lu � l � 554 5 55 3 549. 3 _ r _ - I 546.4 2. 2 I _ / -1- / � / / / 1 �. j / / i _ 1 I 7° _ Isr`Rs lil �` � � I I - I I ° / � �- ' / 3:1 I 1 � W I --I I z A -1 _ I o W 3` / I � p5 / / / / 556.o X 6.o 555.4z X 552.67 X 550.00 548.0o X 544_5 X - 542.5 X 41.�5 X 4 , 0 i / i / r✓ ry II 556.o8x 55 556.o X _ 554.0o A l- 55 33 �C - 45 ° t 549 33 X 547 5 _I� 545.9 - 54 43.91.08 54 9 I 39 z5 ��°°TW l - / / / - -4- - - _ - -AL�L - -- -- 5--- L_ 8 z.o8- 53S•--------- i l 2-551.4z 51.33 0 --549.17 : 548.83 � � I I -I- = z 41• z-1. z 3 - - - - 53 56W � I ' ° � / i � O� -- � I ��//••�� I 55 551.42 0 551.42 ° S51.4z 548 542.9z a -- - ° _ - 53 •56W / O --- v ) 51.28 1 51.z8 _ 51.30 5�16 55g7 °- 5�e.° ,48�+1 5r,8.u0. ° _-c4731A� ° 547.00°- r5/o 4/ov4z 5r 5416g- S.eCr =5+•4 -39 d o8 I _`�� 2B / 2lti 2 0- - o a S / _Ln - - PROPOSED WALL (MAX. HEIGHT=4') 71-551 ---- -,,\ I - - 548.81 _ 54 •5 543 58 - -- _ - - 53870 34.20 / t / / i - _ BENCH MARK IS \ J ~ -1 1 0 - / / -__ 548 �� / NOTE: CONTRACTOR TO INSTALL PRIVATE 12' s/ woo �' / /� o / CHARLOTTESVILLE GIS) L/ Lij -__-. Aroximdte \ c I -• , �) - - zA = �s Va Public Servile Esmt. 00 I ss4Twi " i) p DRAIN LINE FOR ROOF FOUNDATION DRAINS - \ - - _ E t .` OUSE SIRIN D.B.221 P.305 ss1Bw1T k.4 •�. , I 1 ( - -- i - /Comm. ATION 105 .. F & FOU �e'`� 10 / v , . , , •,. ; - _ - -- 106 ------------------ - Vault & S �'T Q Pol� I - - - - - = - - - _ - - - / / t � s N'3882993.340 0 Flber op ��= 82334.683 O HE OHTV / PROPOSED DRY SWALE ,r - I A i "' �I 112 /-------- ------ E' - ELEC 'S --------- -- - -- - - d ELEVA r®v5�2'7`.7 ±` of 55 51------' ------- �------------ oo ,A PROPOSED UNDERGROUND STORMWATER _/TV/P P6 Pole 105 N / - - -- - -- _ - MANAGEMENT DETENTION FACILITY 6o5 - ------------- - --- -- -- ---------- --- -- - - --- _ - - - - - - - - o ° sgao ---------- 3.03 o'le s o ° e ° .o, ° .°° -' - - -A= - - =- --- --- _- --- --- _ -- -- - - 9Z 104 - - - -------U.8. R� 20 80' SCOTTSVI L� R D-- PF-I --= 102 �� o w - 6 Of 9 - - _ --- --- --- - _H PBA PG.35 J s�� -- r 101 _ _ _. JOB NO. 1 -- - -GRAPHIC SCALE 182157 / MAILBOX �T5600o / o�`` MAILBOX - - _- - - - - - _� _ - "'� / / - 0 5 3a - SCALE - - - - - - G� - - -- -- ---- - --- ---------- --- ----- 1� Z7 D �� / ---- _------------ - --- _---- _ HT OHTV - - - - -- / - - - - - - - / - - - - - - - - - - - - -- - - - - SHEET NO. � l / �VIAILBOX� � / � MAILBOX ,- FEET EET a --- ------ ��l - --- - 1 -inch - 30 --- - - - - OHT OHTV � - OHT OHTV P e�J / - - - - - - - - - - - A-\ FFl �� phone / / �' INVIN v moo) T-� - - ---- AAaLBOX --- - 8 • f 1 � , 44 Ogg 43 II I - 4 S16°40'02"W \ --'GRAPHL�-S�CALF�/' //' �-�°'g �,% /���� _/�/o�a. r .E ir`k, 1193_d'tie line �IA 30 p 15 / 30 6.9' 120 ----/ ,Ogg--/ / / ( IN -FEET � inch - 30ft. / / • ° ` y6 ` ` ° . 6'61 �/ / /--/ �� // O _/ 1 / / / i / 47'`� t � _ �° 624 � 4 I` PROPOSED WALL(MAX. HEGHT=6') 622_ - - - - �' `620 - =`- - z8Bw C � 4 I - / ., r - t 1 - : f i I k _- FFE= _ E----- r k TM 90-33 FFE= 622.84 / / / � � % � • °PROPOSED YARD DRAIN SYSTEM `� � ` . � '� �''�. FFE= ' FF -I -. t =.° . . tE 2t , �I - �6. `26z\TBw621. 1 622.17JEANNETTE D. SMITHFFE= 621.51 BSMTBSMT= 20.84D.B. 4254�-PG.118 BSMT= 'BSMT= 00 I \\\\ \ \ A I\ \I I \ -\ - - - -- 4 BSMT= 611.67Ir 612.3 -- - - I-09 611.67 667 FE= z•336ii.33 o i6 67F6zz o,Cam- 621.E FFE BSM 6 61 w 0PpP9 SMT- 6io.z6�0.�9 6��33 FFE= / AI I 1 IC I I I I I I - - 620.84- - - - - / 38 X ce\ '� _ 9• \ I - I • 70 = o I �I II _ T io.67 6szTW \I E r %BSM FFE- � � 6��Bw I I rn I rn . • // ----- - -� 611.00 - I w P 620.1 0 _ _ - I I I / _ _ _ �,9 ��?-� - FFE- BSMT=��o.67 / / -���- - I 1 I V A I I 1 rn \ 610. pp9 - - _ _ - O / 37 F r o - oo - 33 \ \. \ ANG H LDINGS, LC �� I I / bog - - - \ V AV A A D.B. 026 / - t r i• . , _ r-- - - T= / 48 - -- -- -I \ \ \ D.B. 65 P. 234 PL T \ I I � 620 17 � � � �� ,I� I \ � / I 3 I 1\\ \ I II � I - I - _ BSM �io.00 � FFE= FFE_ • I V ` ° FFE- \ = II 1.1 610.33 633.84 �I 63 7- 628.50 �� - 61o.00 �� - ,I SMT- I� _ BSMT= BSMT= BSMT- / I � I \ ° � 33616. . 0 /. /° 24 7- r., 6 00 618.6I _ o � �'- \ � I' � _I - 600Bw� 2I , j 623.67t_ 622.00 6s8.33 6i5.67 �✓ I� I / W \ \ \ \ \ \ \ I -- y J \VA \ V I \ V A \ / s / m / 26 -� /� v JI VA / \ rn V I I - - � � y - "' �' I FFE= 60 .00 W I \ \ \ \ I I w Q 9 6o8.i Q 32 I _ _ �: ' - - 45 o 35 6 � `\/ � ,' � . o . "• �e 6�4.aa �_ � ° � 25 bog/ 27 FFE= 60 00 6 6.08 + 6o6.00TW \ \ \ \\ \\\ 36 / 1 cp T < . p 600.00BW \ \ \ \ \ \\ 1 7 \ \\ t / zA - 3 z91 607 33 --o- / qUP o i V _--- I .2 05_00 <I 6bPROPOSED STORM 6°5 3-95 33SEWER SYSTEM I \\\\ \ \\\V\IA\ \ VII \ \1 \ \ � I \ \11 I III I IAI _ - ° 6> 1 I 4 - \ \; � O - ' . � L 4 e e _ FFE=/ 603.00 w ° 2 B \ . e 25 .t t I r r o� 6 z. s - 6�s: °, ry NOTE: CONTRACTOR TO INSTALL PRIVATE 1.2 60 \\ \\ \\ � I - -- - /NOTE: CONTRACTOR TO INSTALL PRIVATE 12" .. , r FFE= r / �� , 4 . -= 3 6i5.7 � °° I \ \ \ I --/ t ,r 6zg.00 � -- -- ��_- \ -DRAIN LINE FOR ROOF & FOUNDATION TON DRAINS SDRAIN LINE FOR ROOF &FOUNDATION DRAINS, 631-3360 1. 33 5'pr° I60pBSMT- FFE- \\ A\\ \V\\ \\ A\ \\\\V\ \A \\\ \ \ \ l 1 k ,iw III I I-- - II I I 6- - 3- 59�4.•0 0_ I 50 �%9 .s4 I II I II h a o 590.0ow621.5o 6z 6o FF - .59 226zz.gz° 600.00TW 594.00BW630.67 XBSMT= 9. 62O.83 FFE= 813 629337 �624 FFE= FFE= BSMT 625.92 BS FFE= FFE= 619.5BSMT6�7'92 620 6206oN - 1 616.o8MT= .58 BSMT 21 11 66 61341 i OBSMT= 6 10.74 00 593.6< / 608.08 PROPOSED WALL HEIGHT=6') \V\ A\\A A \\\ \\VvAA A\v\AV bIq - - -- -- - - - t - --- ---- - e .t ---- - - ------ - FFE= gz.00 59124 r E `7 e - - rf' -t t -�------- - --- - - -- /h 592.33 . qI PROPOSED DRY SWALE .`T ` . : " `, 608 -- -- -- - - - 6oa-¢ i II t JW` W ° I� � - o 9 -- g E - \ W 608 ° BW \ -_ 594 l Y 6°$ / W'G'�- - TW 604 i ; O r - - - - _ - �r FFE= 590.00 589.sz 582.00TW r `P t 57 8.00BW �k`gat . ek j - 0 o° I t 2� 9 i � o.00TW 2e ,i I ` 4� r PROPOSED YARD DRAIN SYSTEM-° 9 - t �- - I 8 .00sw _ 1 E ° � 5 596 - -- - 60 Sg8 . . 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COLLINS'� No. 35791 "Ll Z z O ~ w m n J �■■� z o v� z W w FFE= - - - w-w - SEWER SYSTEM III A BW 577 77 ° 80 575 44 . • - b - - �-' CL 68 64 IL 566.00TBW 6o.00W - - - .05 - -- --- ---- - �� 9 5 I S 3 67C, z 557 68.00BW A FFE=574.0o 579 / ° 57 •77 e 94 }�� _ 579.67 I,gr° 2 / 581.00 / 12 572-44 / 9' s.7j4.o6o .8. >. 579•�• >o- � / / S�O �I -Nc�u I FFEE==.3.537% 1.oi PROPOSED STORM/ JI W562.0)BW0 93 / FFE= 569.o 5 0 _j) \ 6-\ ' / 570 572.00 7SEWER SYSTEM 75 579.67 570.02r 3: 570.00TW ------------ 564.00Bw 51.33 II FFE= 579.33 Z. FFE= 582.00 I.1W 571.50 BSMT= 69'5o BSMT- FFE= 216 I 76J 569.00 FFE= 580.568.0o 7% 568.67 PROPOSED YARD DRAIN SYSTEBSMT- 570.16 00 O--�- \ v- - Lu Z� cY) � M N i WN o z N Q N W J W W Z J J_ L L] ' L9w o � J Q U J H� ul� Z U) Lu W z Hi r^^ v , J� < 0 O N z a_ L L1 Q z Q ICY_ 0 W z Q Q ICY_ `.J I- w w Of U) JOB NO. 182157 SCALE 111 = 301 SHEET NO. 9 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. 3. 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 TIME 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 SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL 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 THE 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 OTHER 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. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE 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- 4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOI). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE RE UIREMENI S OF THE PERMI T SHALL GOVERN. Q 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION 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. PA VED, RIP -RAP OR STABILIZA 77ON MA T LINED DITCH MA Y 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 III. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. J. 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 OF A 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. RIIV C/L RI W 5' WIDE CONCRETE CG-6 CURB & GUTTER POlN7 OF FINISHED GRADE CG-6 CURB &GUTTER 5' SIDEWALK CONCRETE 3� SIDEWALK SURFACE EXIST. GROUND 2Z 2% 2.i' 6' PLANTING 4" VDOT 21A STRIP 4" VDOT 4" VDOT 4" VDOT 21A / STONE BASE 5?TII A SUBBASE STONE STONE BASE EXIST. GROUND BASE BASE 0 5 6 2.5 2.5 5 0 10' 10' (TRAVEL LANE) (TRAVEL LANE) 24 F/ zF/C ^ EXIST. GROUND EXIST. GROUND TYPICAL NEIGHBORHOOD ,STREET SECTION (43 ly/_,-K) NOTE: BERWYN LANE SHALL HAVE PERPENDICULAR PARKING SPACES 9'x18' PARKING SPACES BERKYN LANE PRIVATE ROW O) GS--SSAR RESIDENTIAL & jVlX_PD USE SUBDIVISION STREL'T DESIGN SPETO' 25 JfPX ON -STREET BUJfP=OUT PARIIING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES 5' WIDE CONCRETE SIDEWALK EXIST. GROUND 2Z 4" VDOT 21A 6' PLANTING STRIP STONE BASE EXIST. GROUND 1,0 5 6 EXIST. GROUND EXIST. GROUND 4" CG-6 CURB & GUTTER 2% 10' (TRAVEL LANE) 24' F/C- F/C POINT OF CG-6 FINISHED GRADE CURB &\GUTIER SURFACE \ 2% \ 4" 21VD0', SUBBASE STONE BASE 25 - 10' (TRAVEL LANE) 5' WIDE CONCRETE SIDEWALK 2% 6' PLANTING STRIP 4" VDOT 21A STONE BASE 6 5 EXIST. GROUND EXIST. GROUND 49 TYPICAL NEIGHBORHOOD STREET SECTION (,19 ' R%IYr LOYOLA #'AY AND PORTIONS OF DAUPHIN DRIVE PUBLIC R0.4DS) NOTE: RAMONA COURT SHALL HAVE PERPENDICULAR PARKING SPACES PORTIONS OF POafON.4 COURT PRIVATE ROAD) 9'x1 a' PARKING SPACES CS-SSAR RESIDENTIAL & jVIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 .e1fPH ON -STREET BIIrifPL OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES R/W R/W CG-6 POINT OF CG-6 4" CONCRETE CURB &GUTTER FINISHED GRADE CURB & GUTTER 4" CONCRETE SIDEWALK SURFACE SIDEWALK 3 23' 6' PLANTING 4" VDOT 21A STRIP STONE BASE 5 6 4" 29 4" SUBBASE 10' 7' (TRAVEL LANE) (PARKING LANE) �_9' PARALLEL PARKING SPACE 56' R/W TYPICAL NEIGHBORHOOD STREET SECTION (6-6 ' R14F) PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) CS--SSAR RESIDENTIAL & JfIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 JfPH ON -STREET BUMP -OUT PARIIING ONLY 29 777 BASE - 10' (TRAVEL LANE) 29 6' PLANTING STRIP 4" VDOT 21A STONE BASE 6 5 EXIST. GROUND EXIST. GROUND 1.5" SM-9. SURFACE COURS 4" BM-2E INTERMEDIATE C( 9.5" 21 BASE COURS COMPACTE SUBGRAD ASPHALT PAVING NO SCALE 1.5" SM SURFACE C& 3" BM INTERMEDIATE 5 BASE COI COMPA SUBG1 ASPHALT PAVING NO SCALE ROUTE 20 AVON ST EXT TURN LANE 1.5" SM-9.5 SURFACE COURSE 3"-4" BM-25 INTERMEDIATE COURSE BASE COURSE COMPACTED- SUBGRADE ASPHALT PAVING - PUBLIC/PRIVATE STREETS NO SCALE 2" SM-9 SURFACE COURS 1" BINDER INTERMEDIATE C( 7" 21- BASE COURS COMPACTE SUBGRAD ASPHALT PAVING NO SCALE ALLEYWAY PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONESUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILL OVERLAY NO SCALE 1.5" SM-9.5 SURFACE COURSE 1" BINDER INTERMEDIATE COURSE BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE ASPHALT ':~`'"``:.'� _�,`+t ,.•'�m,'� COMPACTED SUBGRADE 5' ASPHALT PEDESTRIAN TRAIL NO SCALE TRIP GENERATION 1 =100 �A oT / 35 1- ONA �P C uRT 1 (!�_)No. TH0 T R. COLLINS'� 35791 "Ll ZONAL 111 LOT 127 LOT / LO L01 LO 43 • \ % = T 24 F 46 47 LOT � LOT LOT LOT LOT 48 LO 49 OT 50 51 52 53 2 22 II _ �. \ { LOT �-- - \ 20 \ I \ LOT LOT 19 --- LOT LOT 54 \_ \ LOT LOT LOT I 56 55 \ I 18 z 1 LOT 88 57 I LOT 17 z O JQ 0 LOT \i.._ I LOT 60 I - e1T 1 - -- } M U) 00 LU LOT L - L W AY _ --- - w v� 61 YpLA � J L6 T - Lp _ LOT w 14 1 1 1 1 > ,--, :.I > LOT w 3 Uj LU LOTS I LOT LOT LOT LOT x I LOT I 64 / LOT BO 81 82 83 �'�ll Q I � � 12 9 I _Z or w LOT 11 LOT 78 65 OT a 77 I or a LOT JJ/ LOT 76 Q LOT ,I ILOT LOT 67 I: LOT I LOT LOT LOT j 75 68 I I LOT `� LOT 74 ' 5 LOT I 69 OT LOT I LOT I h. I L 73 ' 3 7o I I Lor LOT 2 Lor 1 E 7z LOT CD LU BERWYN LANE 2 I I- rlj C:)I� A Q IILOT LOT LOT LOT 4.8T LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 84 85 86 87 89 90 91 92 93 94 95 96 97 98 99 100 I / I M M TRIP GENERATION CALCULATIONS N TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) W Z Soo SINGLE FAMILY ATTACHED AND DETACHED UNITS - CODE 210 N Q N J ADT: 44 VPD (472 ENTER/ 472 EXIT) w 9 i AM PEAK: 74 VPH (ig ENTER/ 55 EXIT) PM PEAK: gg VPH (62 ENTER/ 37 EXIT) J J_ Q Ul TOP V) OF 4 '� 2" R w Q CURB V W 6» O 0 d 4 4 � ,,.�ma Vxx 13" d . . ,a. 7" Z W a a d d� e d J � /� a, dd 1 a U \u/ 2 dd d d 1 ^/ 6„ w LU MIN. 2, w J O DOT #57,#68, OR #78 �" �1 Z POINT of STANDARD CG-6 STONE BASE UNDER CURB RI W R�CURB C/L FINISHED GRADE R/W CURB &' GUTTER & CHECKED BY VDOT / CG-2 CURB PRIOR TO PAVING AND/OR NO SCALE BACKFILLING. / aMOT9 z ° 008 �8 �000000 0 00� oa8 00� �oo0 0�8 I'wI 4" STONE 4' VDOT (VARIABLE WIDTH) LL 3' 8 9 STONE BASE (TRAVEL LANE) (TRAVEL LANE) 17' E/P-E/P 4» CONC. 21 5' PRIVATE ROAD R/W A J TYPICAL PRIVATE ROAD �ALLEY) SECT101V - 215 PRIVATE ROAD d .. , . . V�/V�/� ��v �����%�%�� LL (PRIVATT ALLEYS X 15 ffPH DESIGN SPEED 4" 21-A STONE BASE NOT TO SCALE CONCRETE SIDEWALK NO SCALE0 N Pavement Design RF= 1.0 LU Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp JOB NO. Dauphin Drive (Public Road) 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 0.6 15.68 182157 Loyola. Way (Public Road) 283 2 303 14 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 SCALE Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 AS SHOWN Pomona Court (Private Road) 217 2 237 4 4 9.75 SM-9.5 11.5 2.25 BM-25 3 12.25 21A 15.5 10.6 13.43 1 SHEET No. Private Street (Alley) 1264 12 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 121A 7 0.6 110.95 1 10 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED . THE TOP (CROM4) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0,2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE 'MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL HE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4, ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER MAIN UN SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 5° MIN. VOOT CLASS 1 RIPRAP 2"-0"5' MIN. 16" PIPE 6' VDOT N0 1 STONE BEDDING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE uPIPE *STABLE SOIL ROCK 12" SECTION A -A AN SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL MOT TO SCALE STONES TO INSURE THE PiPE DOESN'T REST ON ROCK AND CONCRETE ENCASEMENT THEN COMPACT THE SOiL OR PROVIDE A 4" BEDDING OF #68 STONE. LINIGTH (VARIES)ONE FOUNDATION iN POOR SOIL UNDER -CUT CONDITION MATCH EXISTING PROFILE /� 1 EXCEPT MERE SLOPE OF r�2MAX. BANK EXCEEDS 1 TO 1 A Y `' UNSTABLE a,I 4 1 s" INITIAL BACKFILL 4 MI 8" 6" SOIL MIN, MIN.. Fit MIN MIN #5T} STONE GRANULAR FILL AS ,a ; 3:a'' MIN. -.r; APPROVED BY ACSA STA L i OCIC' STABLE SOIL OR DOCK y NOTE UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. MATERIAL L-A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. ELEVATION 3.THE INITIAL BACKFILL SHALL, BE PLACED AND COMPACTED IN' 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMSED, CONCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3'. THE TRENCH SHALL S. BELL HOLES SHALL BE DUG OUT IN ALL CASES, BE BACXFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 16" OF VOOT CLASS 1 IRIPRAP. SEINER DUCTILE IRON WATER TYPICAL STREAM CROSSING PiPE INSTALLATION Se BEDDING N. r.s FIG. S--7 NTS FIG, W-2 TO-38 TD-2 1' COMPRESS04 L 3/4' MALE PIPE COUPLNG OR APPROMED EIaUAL 01 1' THE K^ SOFT OOPPER FOR USE ON ATTACWED SINGLE FAMIY REMAINING BACKFILL SHALL RESOMIIAL SERVICES DR DUAL REWENTIAL ARRI IRR/GAnaN sERolc�Es .NOT CONTAIN ROCK MATERNAL VOW TEE 36"MIN LARGER THAN 5" IN ANY DIMENSION 24' MI O SWATED [N-PAL BACKFILL EMBEDMENT $"MPIN (6'" LIFTS) FITTINGS * THOROUGHLY COMPACTED DUAL seIRVICE BY HAND OR APPROVED SPRING LINE MECHANICAL TAMPER OF PIPE 1' CDI+PRES:dLN'N J 3/4" MALE PPE C7lWLBIG HAUNCHING NO. 68 STONE - OR APPROVED EDIAAL REIDQING 6" max I' TYPE 'x" SOFT COPPER 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL FUR USE ON DETAdCNED STN9LE FAMILY CONDITIONS ARE UNSTABLE RESIDENTLAI, SMVIE'E WHERE AN IRm nom METER IS NOT PRGMIDED. ALL PIPE) SINGLE SETR,V,ACE NOTE: II SADDLES SHALL BE USED ON PVC PIPE. CAST IRON LID NOTE FMSHM CRINL 1x^-1s 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE LOCKINNC BACKFILLED ENTIRELY WITH NO. 21A STONE. �N VE BOOX R 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NCI. 68 is' MN- CDPPERSETM' STONE SHALL BE PROVIDED 1/11 BEND COUPDNO� �U= 1 WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. fib STONE METER ��."' CORPORATION STUD -µi BRICK AS S.T �Ji NECESSARY �� yA SAND CR OUST UNDER FSN^"Y"a - f iE q' COMFIER CARMAN PIPE 12" 0OX AND. T�(2-INCH ° Your � y 's.. kg ENO x 7 SPEC. YLOW Q MINIMUM THICKNESS) *r 57 AGGREGATE f TYPICAL SEWER PIPE TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH DT 5/8' & 1 METERS) NTS NTS FIG. S-3 FIG, W-5A TD-34 TD-10 \i. I' BENDS FOR D • ACCOMMODATE ANCHOR IF { �\] %%�� 7,T;' D + D SECTION 1-1 SECTION 2--2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET CU,YD- BEND L H T L H T 90 2,50 2.50 3.01 0.24 4" & 6" 45 ZOO 2.25 2.60 0,15 2,00 2.25 2.50 0.15 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 2.50 0.10 90 3,66 3.16 3.21 0.48 8' 45 22 1/2 2,66 1:65 2.66 2.16 2.77 2.69 0226 0.13 3,16 2.91 2.65 0.32 11 1/4 1.56 2.16 2.57 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0,4.3 3.83 4,00 2.83 0.52 22 1/2 2,33 2.58 2,86 0,24 11 1/4 1.83 2,33 2.64 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2 USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4, THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE do SiZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 ASTM A36 AND HEX NUT ASTM ASGS (TYp) UND R ISTI1 9E4 EARTH � UNDISTURBED 2 - 3/4" NA SOIL (TYP) ALL -THREAD ROD TWAT€R MAW VALVE 24" MIN UNDISTURBED MIN UNDISTURBED E "a -CLASS A-3 CONCRETE EL- ATION S=RQN NOTE! 1. ALL RODS AND FASTENERS SHALL 9E GIVEN TWO G AATS OF ASPHALTIC PAIN' AFIER ASSEMBLY. 2 CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISRIRS170 SOIL FOR THE MINIMUM DIMENSION SHOWN- 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING' CONSTRUCTION, THE COLLAR OIMENSIONS SHALL INCREASE .ACCORDINGLY. CROS ANCHOR _RESTRAINTS FOR VALVES NTS Fig. W-3C TO--15 NOTE HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. t LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 113"-'22" 7 CU. FT. VALVE BOX #58 STONE 42"MIN .` �: B" GATE ,•I VALVE TEE 2500 P. I. CONCRETE - :.: BASE AND 7HRU5T ' I' BLOCK AGAINST •N '+ UNDISTURBED STABLE 501E STEEL PILE WHEN THE SOIL IS DISTURBED 00� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED iN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N COTE : 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2, MAINTAIN A 3 1/2' MIN. COVER FROM THE MAW TD THE FIRE HYDRANT C INCLUDING DITCHES ) I F1NI5HED [MADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED iN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE: HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVA710N. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED [WRY. TYPICAL FiRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-a z N PLACE 3' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE '- ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ Lll) u F-i L- - M.J. GATE VALVE 0Fp SCOTT R. COLLINS No. 35'791 1� o � WATER LINE ' 4 1 _I 2500 P.S.I. CONCRETE , 2'X 2' BEARING AREA. THRUST BLOCK d 1.J A 4 O 4 A O° m NOTE IN REMOTE AREAS. VALVE BOXES SHALL EXTEND SIX (B) INCHES ABOVE GRADE- w � [n J Q ~ o TYPICAL GATE VALVE (n Z NTS w FIG. W-5 ui w � TO-9 FRAME & COVER VARIES ('SEE FIG. S-i-D,E) VALVE BOX 4" DIAMETER BRANCH STREET SURFACE OR z AND VALVE NON -PAVED AREA SLOPED ,AREA � M.J. PLUG VARIES 1'-CI" MAX 3000 PSI CONC. BASE 2'-0" BENCH SLOPED TO FLOW CHANNEL 1/4" . 1' MAN WATER MAIN RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0° MIN P 4 STEPS CAST IN PLACE R PRECAST REINFORCED ' ON-LINE CONCRETE SECTIONS 12 MIN ` �!` TYKE :��»� "O RING SEALS A 16' MAX 12 1W BRANCH MINIMUM ELEVATION 1 (- DIFFERENCE ACROSS M.H. 5" 4'-0" ji FROM INLET TO OUTLET SHALL BE 0.20 FEET. VARIES THREADED COJPLJNG CONCRETE VARIES_ 2" BRASS NIPPLE AND PVC DEPTH OF FLOW FILLETS PVC SLEEVE CAP CHANNEL TO BE i LUBRICATE ALL THREADS 3/4 DIAMETER OF CONTRIBUTING THRUST BLOCK L° SEWER. a . A ' ' 121' METER BOX (SEE FIG. W-7) A FILLETED INVERT FDR A SMOG VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NOTE: NO. 57 STONE INLET 8E CUTLET PIPE SMALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO M.J, FITTING PROVIDED. MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL 2" PIPE SLOPED NOTE : W/ NO. 68 STONE BE CORED AND A FLEXIBLE TO DRAIN IF CONNECTION " BOOT " GRADE ALLOWS 1, BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED VARIES VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITiDNS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON-EXTENDM BASES. ARE SAME SiZE PLUG 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE PLAN DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (TYPE "A") SHOWING BRANCH TIE-IN TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS FIG. S-1-A FIG- S--I-B NTS TD-13 FIG. W--8 TD-25 TD'-19 TD-27 NO-/ Lm CG"89 1 EKTRNNCE CUT PAVEMENT Lj 'GP OF CUT PAT LIMRTS FCP CTYPICALI ♦^,. i'' l� ELl'L=T PIPE -G ~ 4.JGRASE RF.CN WI'H A5• -UBGRACE DITCH LFE CLRO'W OE07EXTIE DMYNAOE FARM LNDERDRAIN SX RE CINTMI) UNDER CLOW AND MITER (OVERLAP T-O' AT TOP) PAYED SHOULDER CEOfE%TIE DRANAG£ FABRIC FOG. F PAVEMENT ENEMY +OV€ AP I'-CrAT TOP) COMBINATION UNOERDRAIN CD-1 AT LOWER END OF CUTS PAYEAENr CENTER LINE SECTION TRAVEL LAKES A1p/lAl •-• • .:. [w }L_EC' MAi ERIALI UNSTARIIIg,C SURGRpE - OUTIEr FINE > r[A! `Qi .•',' �'� SEE NOTED t57 AOfFEWTf, t6 SIBDRADE ounET PRE TRENCH PLACEMENT CD C CF PAVCLT.Ni ..� WYL`r'�iPr =o AGGREGATE CR CRUSHED WE NOTE I -I']Lc'.F'R INF 9EGN WIN 4- Y�" CLASS MEETING 06 W57 AL' RIEGATE. NO PIPE a c�v In a��n e - PAVEMENT SLWAF L @�45E i. Gr IV•_ i� OF Fl_L LLHCM VANTuOLE CRMATON REOURELENT• AGOIIEWrE OR CRUS[O 51AIBA5€ F AY I MASS MEETING NO LS-C �4 b�-esr .`'/ CRA(UTRM1 REOUIRI EM. v --SELECT MATERIAL TYPEI ORII TIN PICk) PAVED SHOULDER SECTION CURB AND GUTTER SECTION r� G N51 AOGREWre R$ AGGREGATE QIj CRUSHED BASS MEET67G •B CRNpATaDN PEUUIRELF.NT �", •G•• OEOTEXTCE DRAINAGE FABRIC (PLACEMENT OF CD PLAN OMBINATION UNDERDRAIN) I I I ORI i- PAVEMENT SLARFACE N BASE -.- SUNRISE OR OEWNT STABUZED 'SUBBASE A o�v IMI45 DP VELD. ACCESS ROUTE ® LM IS4F ACCESS FRXI TE UPI UNPAVED SPACE NUN-iRAVERSABLF � UNPAVED SPACE E�?RAM[E RJ LNBTS DF PEp, LIMITS (IF PED. CESS ROUTE Nxu-TRAVERSAKE : ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH III WITHOUT UNPAVED SPACE ALDIrICNA1 RIGHT-OF-WAY IS RE RED F THE LMTS OF PE<k STRLYI M!'ESS ROUT f EKT M RETOW) I�SLJ ENZT14G OR PROPOSED VDOT Rt T# WAT. j • n. W PEDESTRIAN M ESS ROUTES PROVIDE A CONTINUOUS IAVGBSTRUOTED. STABLE. FIRIL AW SLIP RES5TNA7' 4'6=e,o ,Yso PATX CDNHECTINC ALL ACCESSIBLE ELEMENTS DF A MAT CAN BE G 40. 04040: o USED IF ACCESS ROUTE AS JA1 TG BY PEFfESTR/NS.F ACCESS ROUTE 5 E 5'- Nr TC BACK lF CURB. NIMRM WHTX SIGILP RE S'.. SECTION F-F --I �� „ - , a�+ -� SELECT MATERIAL TYPE I OR SL6C&RADE UP TO ELDOA 4D VW LBOW G o° o o o IOMENT OR LIME STABEIEE01 HAiiF PLAN 6 Fr P(9ESdRiAN ACCESS IDVTES RE ARE ffH 7 D` PPE 1K KWI 'ATEa S• ELBOW PEi IS RFDItFrED PRFIYIOEO, A NGR/LIN 0.' iRAVERS w6 M CCAMHECTtW R57 AOCSE ATE,. 06 M.GREC TE OR CRUSHED 5 REGURED WITH A MA%. 2X GROSS SLOPE. GE:giEKILE GLASS MEETING NS ZRADATION REGMEMERTS. GENERAL NOTES PP€ -LESS AGGREGATE LW.YNAGE PRIM ORECTKMf TREND WITX FABRIC 1-C' OF WATER FLOW CRANNY[ FAMtlC 1 UNLESS SPFCFtCACLY INTYOATEUy �G ONATION WERDRAIN WkL NOT RE e ' LOCATED AT THIS PANT WkrJJ 97fl SUBBASE MAD SLBGRME ARE STASI=. WHEN US,:D IN CONJUNCTION RTTH STANDARD WN, PERF110 TEp PARNHX.0 M-6 OR CG-7 THE CURB FACE ON THIS OUTLET POE (TYPICAL) 2 TRENCH SHALL BE FIL;_ED WITH AGGREGATE AND TF.'005ILY HAND rmen, TD SIDEW,YK 'STAHDMlD S �O EiE ADJUSTED TO MAT('A1 THE e [I�96ppWW' NSURR COMPACTNESS. NOuNieaLE LURg COHFICLPATION. so ��4o V e9 h CiX4EECTGM NON -PERFORATED OUTLET PIPE 3. WiLET PPE SHAL= OEM AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND _ 4C' WYE SHALL BE PLACED ON A GRADE PARALLEL TO THE SHGLLDER COPE 2 X WIN. 43 2 NORMAL GUTTER '® _ - ® _ _ _ _ _ _ _ SECTION E -E CONNECTION DESIRABLE) GRADE. . e. �;. - A: 1 PAT LIMITS FOR OUTLET CR LING RC} I 0.. CN CUPS AND GUTTER SECTIONS, WHERE IT IS MPOS9BLE TO UTHERRISE PROYC)E N . d, eT A- , e p �lOS TO 1OX CXMA:E +•' POPE TO TC INFO Or PNC OUTLETS FOR UNDER R S. THEY ARE rG RE LOCATED SO AS ,O DRAIN HID DROP=r'Y ° CLA55 A3 [H,E.S.] COIL. R•O" MAR. 3 R11H. " NCV 0A L ER 'A T LEGAL l:lAlA` I.' NLET'S OR MANHOLES. o8d Y4A . . a ELBp1Y SMOOTH WALL Fr'- �.I S. UN 5uP€RFLEVATED 5ECfKMS TRENCH IS To BE vNDER ENURE PAVEMENT AREA S' ACGR. BNfiE TYPE I SZE 21B • ti. FTTpICT2iILD �Vnoi WAIL n[L 'SI XXX 70 -SI XXx WITH OUTLET PPE ON LOW SAGE 0.4E Y- S.,O.. 5. NVERT ELEVATION AT OUTLET END OF WTLET PIPE TD OF A MAFMIM OF V,O' ASGVE LDPE 5•-C'• ® PDINi S ADF ❑AAN,C OUTLET PPE AVERT ELEVATION OF RECEIVING DRAINAGE DTCH GAR STRUCTURE. ti FOR CIaMB AUK] MITER ONLY RF � 7- AEI. CONNEC:rQP4 LEI.RDWS.WYES. ETC:I YNTNN PAY LAMTS PDA [AJTLET PIPE ARE TO I T2 J NAHMLRR INCREASE IN SLOPE AT MINM.IM C' IWTEpv&S ND SOLE A WALL MICKOESS (WNW -ACHES BE OF THE SAME CRISH140 STRENGTH AS THE WiI.CT Pro€- FOR K 9 ANP R a q q a.o XWOTESTED ACCOWNG TO ASTM D•2N12 A' 5XCEFLECTION. [MALT CDNCUTfiE3ILV tl GUT -.ET waF i^, BE SFSJ�'.Y CONNECTED TO EW-fib OTHER ORNNL^kE : A x 3 X AWOMUAf DECREASE R 9<C7E FIR FIRST ,4Y NTERVAL AND S`ROCTuRE SECTION C-C e % MAXARRI DECREASE FOR SUCCEEDNG MINIMUM ,O' INTERVALS SECTION D-D r STANDARD PAVEMENT EDGEDRAIN SPECECA � ..N SP CaLMI M \Vm= ROW AND BRHGE STANDARDS REFERENCE STANDARD COMBINATION UNDERDRAIN ftE R:',CE H:IERLNCE STANDARD ENTRANCE GUTTER :HEEL , 2 RED DATE _ (AT LOWER END OF CUTS) ROAD NAHH BWHGI s ANDAR05 501 '% tl/D1 .� 502 NEVISION OATS SIIEET 1 OF I vARG"AA pEPARTMEMi OF iRAIISPCRTATMM 7OI 10R.OE VAC NA ELF?F'T VENT - R.+h�'O?TA-IC-+ vIRONA DEPARTMENT CF TR,m"rATION ...k5 a°a qz cc-n CO- 2 MOTE: MNlN A PEOESTRLMH ACCESS RTxNTE CROSSES A COMERCML ENTRANCE ACSA GENERAL WATER &SEWER CONDITIONS (JUNE 27, 2019) py! L*m OF PAY FOR �~ THE CROSS SLOPE SHALL BE 21 Epp OJH.ET RPE I >< A WD1Y1 DP 9 "ET. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA PA TOP OF OUT F� P FLL I A,-] >ASTRELr APPROACH 5NE 9HFAdMG GENERAL NOTES gJpfr,{IADE p [RAINS T9 6f ASAS MRN,LIE ROACH SA LSE€ NOTE 3D OFFICIALS AT THE START OF THE WORK. EEL GCMBNATIGN JvpERORAza W D FrYPxAL T' SIOU [ER LPff - NDRH ON PLANS WHEN USED IN CIXB FACE O WITH STANDARD CC-3 (.2S TO BE AS DR GG•7 TINE CURB FACE ON THIS STXYDARD IS i0 LT1E I EDGE FMuw.IF - - - SDGYWA DN PLANSS WE AOdJMATU TO MATGH THE MCLNTMI-E GURS 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 CDPIRRATGN- ' TRRYEL LANES COMBINATION UNDERORA#N CD-2 ON FILLS I'1 ,�. � 2. SEE srANOAAO CG-12 FOR CURB RAMP DESIGN TO BE FOR THE PURPOSE OF IMAGERY COLLECTION. ONE SECTION SFf CENTER LWALK USFO WITH TAGS STANDARD. MUM TYPE ISELECTUATERIAL) 1 IJ EDGEOFPAVEWNT ---_--- 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. BAN° D CPT AAL L4PA 1� 3. MMW@E PAVEMENT $HILL DC CJLLVSTRUCTED TO THE TRENCH PLACEMENT FLpw L"E„e�, RAW LINERED SEICM m AWNENE STi91L17ATHN ' '�Tp���-'-'-' �gWREO FOR K�AF PAYFiEN'e WVtlW OiW m THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. AL A T LUTE PAY EDR JpNT- -- ^ EMN'T"SIGN "TIM IN THE ENTRI24EY.D _� v o� P u c-a o- .A--Psixsct MATERIAL. TrPLxcRrE PLAN VIEW SNOWING PLACEMENT OF [xc SHOWN Dn T '. RANIAL CURB aR ccNAnGN cLIRB AN} GMIrER 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. Q Q- a a"p °'SUBBASE MiTLET PM NOTE: WIDTH •ON TYPICAL GR SE W YRRINC ROADWAY E S-OLL NOT pN ES REP YBSM EC R(W ERE TPICAL SECTOR. A� 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 057 AA WG II8 EGAIYOK FOREOUQ CD-2 UNDERORANN PLAN VIEW ENTRANCE NOTES MASS6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). DRDTE%T.E ° T A. WHEN THE ENIT001RANCE RAOF CANNOT ACCOANTICIPATED HEAVY THE D ACE NON -PERFORATED OUTLET PIPE TMNSyNC ME DEPTH OF SIDEWALK & KD R TRUGIf AWTLNE ROADTIAY SLOPE FRAPFIC ME DEPTH. FR'A4 61oEWALR M CWB pNAIPS OR O'PARAROLIC CURVE (EWIR CE DICTD WITHIN i LIMITS 7F THE 3XWSHO D BE rtow 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL a n � wP MACE ° 6 PLANS ARE rG Rtlo P VIDEHEN CONSTRUCTION LR AROSS FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. __ -_-,- GEE LRTC MS REO N1ED f0 PROVIDE Pp$ITIYE dRANAOE ACROSS +�PAYDMCNS %mrAGC ► BASF. MA NE ROADWAY' -TOTE 77 THE ENTRANCE. .�.» SUBBASE CA OF" 5FASILT�O SUMASE CFADE'%CHMNGE � � O. 7. THE DES ABLE AND "Acid u ENTRANCE OWE CHANGES p' IRE t6TEB N THE AILPWlRGF, ENTRANCE CRAM 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 1 - _ ` o.o.o.q: TgtgMA&TERML � E �GRAll- �Ee?� VAULTS AAt NOT AF. FIN AN STREET 9. VALVES ON DEADEND LINES SHALL BE ROBBED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. `- P .11 MGRFGATE, N6 WM13ATE OR CNUSfED *N%TuTEO �oR�HG o AsTm "Dies AT 6X°EFLECTHN. ''M CGMAERp! EN INTERSECTION NOTES CGDT__E GLAB9 NEETNG WE CRALTATION REAURELEWrS. AN 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. F D GENERAL NOTES 0 CONSTRICT CRADE CHANGES M'YT11 A PARAEMC CUTV B, 00N C VniEm ON F SIC Uop NO, THE ?NWAEC 30D'MI E WIH AASITYU POLICY AND THE PPPUCABLE REOIIRE'AENTS L TTREN04 SHALL BE FILLED WITH ACREBATE AMID (MOUIDR-Y HAND TAMPED TO OF THE VOOT ROM DESTM MHWJM.� RCLULANG STOPPING 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE 03WAGTHESS, SECTION A A S 4 DISTANCE AND K VALUE RESWEMEYTS. .ADPROMIi $AB PAVEMENT 2. OFIFLET PNE 9LM.L REGN AT TVq E � TO YiETRA5T CAE t z MH�3C 4" a P°RiRiTpR aiNT�ER'1AG P of PWARPN0 OfO51 DRIWAGE SAFE DRINKING WATER ACT). DISK -1 FGAME A FNGE P OESp4BL£1 CRAOE. ACROSS THE NTERSECTGN'. 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY RDGE 6 2 '' A a, IV 11 AccATm p�OAs "wa aYHG1EP ALLOWABLE ENTRANCE GRADE CHANGES CATS SASE MATDBAL TYPE L 4. ON 9AYMEVATED SECTIONS TRENCH IS TO BE UNDER EINTRE PAVDIENT AREA T N - COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION 92£Ma, 21B FB"Nw. COO +TN CUTLET ORE ON LCN SAGE tl1 Y- CLASS AO 6..E-91 SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. NMSNT ELE 7AT DN AT OU LET 7q AN CE �WNmm OF T-0"ABOVE CgHCRETE IYVERF iLEYA11L1N OF REC�YTR DRANM PLACEMENT OF CD-2 UNDERDRAIN AT P ALL CONNECn°r6 FE'LSCWS, WVES, £TC.) MTNR PAY LRATS FOR CUTLET POE ARE TO 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 BRIDGE APPROACH SLA13S KCr THE SAM SrFXND N As WE Midi PPE, SECTION C-C 7. TpLLTTUp[ TO RE SEpfRELY CPNNECTEp TO [W-fpOp OTVER pRRiNRBE rgTE• JLiOW'MLE ENTRANCE GRADE TABLE 5 NOT COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. s APPLILAILE TO STREET CORHEC'=IORS FSFt!es: STANDARD COMBINATION[ ISul r%= tOAIN s�E" METHOD OF TREATMENT ROA AND 3NHA05 TO. 2 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE (AT GRADE SAGS AND BRIDGE APPROACHES) (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVDffl DARE BNEET WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. �' MGM GEPAR11EMT CY TRAQoarATON ,o1xG:: 771NG-, MRCIWA DEPARTMENT CS TRAX$PORTAT:ON 071L5 2GJ.G4 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TYPE OFPPE F ��'FH •� IACM, pAl!'TER ADM. OJWET sLmOTH WALL PVC ,Tpl p.+5] SMOOTH WALL PE TO PSI **k TC P31 LEL(LE ENTRANCE YOLMIE GRAZE OHANG"c "D^ DESRA@LE MA%RIUM HCH MDIiC 'IKAN 1500 YPO O S ] I ItDLA+ sB0•�s00 vP0 sDz Bt LOB! LE55 TFAN 6W PO 56% 6I - 2' (51 Tnm LETTERS (RECESS FLUSH) �2J CLOSED PICKHOLES 1 1,12' [38mIn] m) (CORED PICKBAR5 1 1/8' (29mm) INN BOSS 1 1/2" [3Bmam] 3 1/8' [79mm] 0 w N I o N N I- Lu w W Of U) JOB NO. 182157 SCALE N/A SHEET NO. 11 I a s 51-1 • ��il��� � tt 11 Nil ...,tip .; • • • F� c IN M I � i �'Y I �itI �u�miii I j � etl ,J,!I!B �� �I�j i gpli • � � WEI ; • �I�Iyy°�!� ��;� • n�lilil �uII t_. ���► /m`v i 1 a�►'�►���� .�����. wo ��,�iio���3���►`Ilwl�_ PLANT SCHEDULE: Quantit Latin Name Common Name Scheduled Size 9 Acer cam estre'Evel n' 'Evel n' Hed a Maple 2.5" cal. 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 25 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 6 Betula ni ra River Birch 3.5" cal. 7519 Carex stricta Tussock Sedge pluq 50/flat 15 Cercis canadensis Eastern Redbud 6-7' ht. 8 Chionanthus vir inicus Fringe Tree 6-7' ht. 18 Cladrastis kentukea American Yellowwood 2.5" cal. 15 Cornus florida 'Appalachian Spring' 'Appalachian S rin ' Do wood 6-T ht. 131 Eutrochium dubium'Little Joe' 'Little Joe' P e Weed 1 gal. 16 Ginkgo biloba'Princeton Sentry' 'Princeton Sentry' Ginkgo 2.5" cal. 31 Ilex'Ma Nell' 'Mary Nell'Holly 4-5' 224 Ilex glabra'Shamrock' 'Shamrock' Inkberry 3 gal. 20 Ilex x'Ma land' Oakland Holly 4-5' 31 Itea vir inica'Hen 's Garnet' 'Henry's Garnet' Sweets ire 3 gal. 168 Jasminum nudiflorum Winter Jasmine 3 gal. 17 Juniperus virginiana Eastern Redcedar 4-5' 127 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 119 Juni erus vir iniana'Taylor' Ta lor' Eastern Red Cedar 4-5' 16 Koelreuteria paniculata Golden Rain Tree 2.5" cal. 39 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflora 'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 16 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 4-5' 68 Magnolia virginiana Sweet Bay Magnolia 4-5' 13 Malus x'Prairifire' 'Prairifire' Crabapple 6-T ht. 48 M rica cerifera Southern Wax Myrtle 4-5' 2366 Packera aurea Golden ragwort plug 2249 Panicum vir atum'Shenandoah' 'Shenandoah' Switch Grass 1 gal. 17 Perovskia atri licifolia Russian Sae 1 gal. 12 Prunus cerasus'Montmorenc ' 'Montmorency' Sour Cher 6-T ht. 13 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cher 6-T ht. 1 Quercus bicolor Swamp White Oak 2" cal. 45 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardii Shumard Oak 2" cal. 51 Rhus aromatica'Gro-Low' 'Gro-Low' Fragrant Sumac 3 gal., 15-18" s . 60 Thuja x 'Stee lechase' 'Stee lechase' Arborvitae 4-5' 10 Vaccinium 'Pink Lemonade' 'Pink Lemonade' Blueberry 3 gal. 24 Vaccinium x'Sunshine Blue' 'Sunshine Blue'Blueberry 3 gal. 37 Viburnum x pragense Prague Viburnum 4-5' 11 Viburnum x rh tido h Iloides'Alle han ' 'Alle han ' Viburnum 4-5' CANOPY CALCULATIONS: Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 9 Acer campestre 'Evelyn' 'Evelyn' Hedge Maple 2.5" cal. 230 2070 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 25 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5350 6 Betula nigra River Birch 3.5" cal. 535 3210 15 Cercis canadensis Eastern Redbud 6-7' ht. 124 1860 8 Chionanthus virginicus Fringe Tree 6-7' ht. 125 1000 18 Cladrastis kentukea American Yellowwood 2.5" cal. 289 S202 15 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 1860 16 Ginkgo biloba 'Princeton Sentry' 'Princeton Sentry' Ginkgo 2.5" cal. 17 272 31 Ilex 'Mary Nell' 'Mary Nell' Holly 4-S' 44 1364 17 Juniperus virginiana Eastern Redcedar 4-5' 16 272 127 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 2032 119 Juniperus virginiana 'Taylor' 'Taylor' Eastern Red Cedar 4-5' 16 1904 16 Koelreuteria paniculata Golden Rain Tree 2.5" cal. 380 6080 39 Liquidambar styraciflua 'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 9282 3 Magnolia grandiflora 'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 82 246 16 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 4-5' 82 1312 68 Magnolia virginiana Sweet Bay Magnolia 4-5' 113 7684 13 Malus x'Prairifire' Prairifire' Crabapple 6-7' ht. 129 1677 12 Prunus cerasus 'Montmorency' 'Montmorency' Sour Cherry 6-7' ht. 77 924 13 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cherry 6-7' ht. 77 1001 1 Quercus bicolor Swamp White Oak 3.5" cal. 382 382 45 Quercus phellos Willow Oak 2.5" cal. 419 18855 3 Quercus shumardii Shumard Oak 3.5" cal. 419 1257 60 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-5' i 101 600 TREE CANOPY CALCULATIONS: Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 1.8 acres TOTAL CANOPY 79236 TOTAL CANOPY 1.8 acres LANDSCAPE REQUIREMENTS FOR PARKING AREAS: Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 6 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft ;_ 0 U N 0 ac 0'�n N N-8 E O j E w U � H C L � Q tn- _ Cx >I _ E a 0 — a Q S U U J - Y) 11)�Cn Q) Q) � Z �a aNO 3 m0 3 _J ON aCC) 7T Q w Z �7 0 J > J J Z J � = O �7 w Z J �c oC Q w CL cn m J Q SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 County/All Submittal REVISION HISTORY: No. Date Description SCALE: 1 "=50'-0" SHEET NUMBER: y (4 L500 (4 L500 k k k k kkk k k kk kk k k k f: k k k k L kkk 11 k k kk " `e l I I I LOT f � k k k k k k k k k k k k k k \ / • / v p / � \ I I I I I k k t k k t k k k t k k k k / \ I I I I 13 I• I I k k 7-'Steeplechase-r orviae k /! 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' \ k % k kk k k G4I[MIBI'NGkS IDES, / LDkSrYI'1`G OR, k k kk k k kk k 14-Prague, u Viburnum k k k k t' k k k k t k k k k k k LOT k k 7-'Green Mountain Sugar Map n g � /..�•� I • . k -. k k k � -k Y !l l\ ��L S k k k k k 7 ;?. % kk kk k k k k k k kk k k k kk I Z k I � [� I I 6 7 I - �- \ k k k k t k k k k k k t k k k k k k k 7 I II I kk v I � � • k W I v \ k I k k k k k k k k _ k k k k k k k k k k k k k k k k k k k > I v t k k k k k k k k k k k k k k k k k k k k k k k I A I I k k l v k k k k k k k t k k k k k k f k Q) 0 • I I v I \` Ik ��,/ /\ - k k k k k k k t k k k k k k k k k k k k k k t k k k k k k k k t k k k k .I I I '' a e' Ar�OrVlt k k k k t OLDER k k k k k k k k k k k k kk k k k k kk k k k k t k k t kk k k k k k I v k k I I k t k k k k I LOT I I k k II 1 k k k k k k k k k AR k k k k k k k k k k k k k k k k k k ;'i II k k k t k k k k k.. k k \ k k k I k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k a k k k k k k k k k k k k k k k k k •�• I I I k — IIIIF k,� k k k k k I 6 I k ^ I I I— 1 � I •`y� v III k / k /1c k k k t k k k k k k k k k k k k " k k k k k k t k k k k k k k k k k k k k k k k k t k t k k t k k t k k t k k k k k k k k k k k k k k k k t k k k k k k k k k k k k k k,µ 1' I k I— • v I. k k 6�12 kE//ky,R OL© k k k k k k k k k k k k k k k k k k k k k k k k k k k k kl2 Mont Vr n our W r k LOT I k k k k lc - k k k k k k k k k k k k k t k k k k k k k k k r I k k k �` 1,.,�( �` �` k k k k k k k k k f\ k k �IG� MVIN <`7 k1TRU �TU �E k k k k k k k k t k k k k k k k k k k k k /\j \k k k k k k t k k k / k k k k k k k t k k k k k k k k k k k k k k k k t k k k k k k I I > 7 5 I I k \ k k k k k / k k k k k k k k k k k k k k k k k k k k k k k ,( k • I I . \ Y k k 1 k k k—� kk —� k k k k k t k k k k k k k k t k k k k k k k k t k k k�I I 7 LOT � .I , k k— L k k k k k k k k k k k k k k t k k k k k k k k k k k k k k t k k k • I k k k k k k k k k k k COMM k �Ac ��,� k k ��/��\� (k k k k k k k k k k v e • •• O I III k k k k k k t k k t k k k k k V V M U■ F� TY P/ •tl I\ k k kk •t k t k t k k 1[ t k I I I_ k k t (4� k k 68 I k k k k k k k k k k k k k k k k k k k k k I e I I k e I k k k k k k k k k k k k k k k k k k k k k k k k k k k > k k k k k k k k k k k k k k k k k /�� k k k k k k k t k k k t k k k t k k k t k k k k k k k k k k t t k k t k k k k k k k Pa flN t k k k t k k k t t I I t k 77 0 • k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k l i 5-Sweet Bay Magnoia I. I I I g I •^ k t k k k k k k k k k k k k k t k k k k k t k k k k k k k k k k k k k k k t k k k k k k k k k k k k k k k k k k k k k • I I. I k k k ',,A e - LOT k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k t k k k k k 1, k k • T II 1 1 k I k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k � I I V 1 1 I, s• I 7 4 I k k k k k k k k k k k k k k k OPEN k k k k k k k k k k k t k k k k k k k k k tk k k k k k k k k k k k k k k k k k . I O 5 I _ . •• I k k k k k k k k k VPCN FI� k k k k k k k k D �J k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k v I. k k W k k t k k k t k t k t k t k t k t k t k t k t k I I I I k k k k t k k k k k k k k k k k k k k k k k k k k k k k k k ■ I k k j k kk k k k k k k k k k k-Jkk�•tktt�k}kkpkkkk k kk k k k k ktt k k kkk k`� kkrt� kttkkkktkLOT I'Suhsbinebloc Bdueber k k kk FIRLPIT AN,Dk k k LOT I ' I k k l�II k � _/ k k k k k k k k k k k k k k I f k k k k k 'kD nk Hk n1k j�,y k k k k k k k k /� kh'kr.._. �/� /k k k k k I l b III k k k k k k k k k k k k k k k k I ©_�i[ kkkL .moraade'kBfueber�y k k k k k k k k k k k k k k SI_&j l V .AREA k k k k k k k k D • 1 {I - k - � 69 : —, k k k k k k k k k k k k I r 4 I I I e k k k k k k k k k k k k k k k k k k k k^/ kQ k k k k k k k k k k k k I • v II— k v I k k k k k k k k k k k k k k k k k k k k k k k k k k k IIE-�Su'�s�►i nek B�`ud' BI I�erryk k k k k k k k k k k k D• I I - w t ay Mgnolia k k k k k k k k k k k k k k k k k k k k I I ~ ••, I I k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k l 6-'.. r4enMo in' Sugar I`lapie I I k k I I k k k k k k k k k k k k k k k k k k k k k 4 , k k k k k k k k k t k k 1 I LOT I I 1 w ' LOT I fix.. ..:.. k;. k.. 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'e t. t ''.:� ''k k "� "0.k tk tk k k k t k\ k 12-Wi I w aic I Ik kk k V) IQ k k k '0.t k k k ^ :. �•:'. k k t k k k k kk k k k _ D v.. .{ I I k 1 0-'Steeplechase' Arborvitae I k k k k k k k k k k k k 3 I k a. 73 k k k k k k k I I. k k k k k k k k k k k k k k k k k k k k k k k k k v k k t k k k k k t k k k k k k k k \ I I k k Q I i I v V • v I k k k k k k k k k k k k k C NIT GARDE I� B� Jk k k k k k k t k k k k k k k k I k LOT .1 I k k k k k k k k k k k k k k k k k k k k k k k k k t k k k k k k k k k k k I I I k k J k k k k k k k k k k k k k k k - LOT 7 I" • III k k k t k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k —.k k k k k k k k k v k 0 k k k k k k k k k k k k k k k k k k k k k I v e I k k k k k k k k k k k k k k k k k k k k k k^ I, I' k k k k k k k k k k k k k k k k k k k k k k k k L k k k k k k k tl ,•�•� k ' k p k k k k k k t t k k k k k k k k k k k k k k k k k k k k k k k k t k k k e 8 li I I k k.. k k 41- Shafrnroc`k Inkber k k k k k k k t k k k k k k I I k I I k k k k k k k k k k k k k 1 I I v I ,..pL\/�/ C k k k k k k k k k k k k k k • v I k k k k • F } `E 1� t kt k kk k k k k k k k k k k k k t k k k k l,Q-, Lin ' lxra ran4. umal. k k k k k k k k k k , k y, �- -..,— J I b e LOT I k k t k k t k k k k k k k k k k k k k k k k/ k k k 'k-k'Rot�n�iloba Ame,�icankSweeg"• .� ' Ar rvitae /k t • k k k k \' / k k k \ f k k k k k k ��/ 5-Sweet Bay Magnolia I \ k F- k k �� k k k k k t k k k k t k k k t k k k k t k k k v k k k I 72 t k k k k k k kk k k k k k k f• •: LOT I k t k \� �-'Prairifire' aba p e II k ' • v• �\ k k k\ k \ k k k k k t k k • • D I ku kkk t� kkk k -WII O / / k _ - k k • I O� / ••..' • • LOT e _. 1` � k k k k k k .. •- ak 71 ' I-- - _ v I .�J k � • •• • • • k i k k k :: XX -� jI k 1¶Ip ♦%� I __ • v • \ k I > • e -\ _\ / / I D - , kk `• k k k a k k k �i �® . � � � � �� I I � � � '\� • • •• � � k k k t k k k k kk k� k --._ ... k k � � k k • po • • • p• �..• v e v v v e v • nrtk k k / k k k kk k k • • W4 k \ k Ftk k k k, I k 3-'Prairifire' Crabapple `,I k k k `\ -� -- O�OOa OpQO • D ; > •D .. •• . k k k k k — t k k k k I k k k k \ \ k 9-'Cpro-Low' Fragrant Su ac r I, p k k---�---- - 5�wee ay agnolia Ilk k k k \ T." 2-Willow Oak I 3-'Rotundiloba' American Sweetgum kk k k k k k Z_Z\ -�: - - ��- \ - - � I -'Prairifire' Crabapple _ .VP irifir ' Crabapple /-- k e - _ ,(` ,\ k k. 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II 86 -k .� k 90 91 92 94 k k k k k 95 99 No. Date Description k k k k 84 85 87 $$ k k k k 89 �� I k k k k I k I V �� p VVVV k k k l k k k I I k v k k k k I 1 1.13.2019 Count /ARB Submittal k k Ikk k wee ay ag olia I k k. e k I I ` k k k k I I D 4-Willow Oak � I�IIk t k k k k t k k t L k J k ' �- —" ` k k k v k k \ -- - k kil � �-- -=A • k k k k k -- .. — - - ( • .'. � :D REVISION HISTORY. v ...... a ,- . v n'. . •k' -- -__ � k %\X� n\I / I No. Date Description - ... Yyu -,+., .rv' t .� inn.: ,o+nw+r„ - k k k k - - . --- � �, k k k • ` n., --, �� ��w„�-, �,a � � "."'"*'y� ' � maw 3 � .r �» �� v • k k � 1 gym•„ ,. �, _,mm. � k k k -� a+' .-� Z min^ � - -• •r � � k k :. k � \ ..,_ tr min' �'lmm�� 'T6 k... k � �/, JTI t>_4 k n r`�, k E t9A�ik In l.11 kl�i k 1 k k k J - - iXN.91+�k wuy�� n ^ I �. k:. n k n k -. ,� k k - k... C k k t k k k k v �k,..:I k nk n k n k kn k k k k k k k k k k k k k k k�y� l/.(� k k ..p k k `e/•`/t] �k k k -j k k k k k k .`k �y J t k k k k k k k k k k k k k k k5-Geld 1\aln Tr�i ek k k k kl5-So�the ♦.KLXkMy rtIG k k k k k �� 1 1 k t _ k k k k k Lasl.e�nk ubUd k k k k k k k k k k k k k k k k k k k k k k Ic k k —� v k k �-� — 5-Golden Rain Tree k k k k k k k k k �- R�: k k k k k k k � k 4-Appalachian Spring Dogwood k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k, jc k k k k k k k k _k kµ k k k k k k k k k k k , , k k k k k k l4- oi�tl9ern ax MyFt �. k k k k k k k ,� k k k k k k k k k k k k k k kkk k k k ) ■(/`J/ k k 16�Pra Ue Vlburn k k k k e k k n— l n k k k 1650- Shenandoah Switch Grass k k k k k k k k k k k k k k k k k k k k k k k k t n n njl�la k k ���\k JJJ��/k �l5l(y/-Iy�I.�JS��J�, alllro�.k Ikbel ry k k k kk k k k t k k k\ / n ^�'�C,��JQ�•�/.�,(\%'y��i Y_. ." _ � �j�y�y/�y�/��`�/�j \y\(� J/ �(pJ•�/�,k \J k k k , k ^�Jr:� /9g f^•^ C� � Mll InIMk � if I InMJI- In NJI 1nM kJl In/lJl "ln k k HJI In SCALE: 1 —20 -0 \ 6598-Tussock Sedge k k kn k k k k k k k k k Q k it k k k k k k k k k k k k k k k k ,(k` k k ,1k k' k 4,h k , k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k 25-1$l�amrOck lnktb k k k k k k k k k k k k SHEET NUMBER: k k t k I'� 'SI7a t roc'k' �nkber{k'`�/ k k k k k k k k k k t k k k• k k k k k k t k k k k k k k k er k k k k k k k k k k k k k k k k k k -k ry k k k k k k k t k k k' k k k k k k l' k k k k k k k k k t k k k k k k k k k k k F I s k k k k k k k k k k k k t k k k k k k k k k k' k k k k k k k k k k k k k k k v k k k k k k k k k k k k t k k k k k k k k k k k k k k k k t k k k k k k k k k k k k k k k k k k k k k k k k k k k k ... ' / • • k k k k k k k k k - k k k k t k k k k k k t k k k k k k k k k k k t k k k k k k t k k k k k t k t k ke 1J� v0 • k k k _ •• r v k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k - p o v •• la k k k k k v v D •.. v s e v • •s D' k . 0 e • Dv � v v e e v v v O - v •• v O- • v v • • O G^ - v e v • ;vim o • a o o • . • D: - _ _ 3-'Evelyn' Hedge. Maple 5-'Mary Nell' Holy 3-'Evelyn' Hedge Maple 5-American Yellowwood — r' 3-Fringe Tree 5-' ckAn r- ' E>o — — 5-1Autumnalis' Cherry 3 Evelyn Hedge Maple -, — — 4-'Autumnalis' Cherry ' L eV L501 2-American Y Ilowwood L I I k k k JII I k t L LOTI k - • I . A - � \ \ / / v k k t I - I I k k t k I k , I I � �� � , \\ _ - � , � _ A _ -- , \ \ / / • /,\ \ • ° k k - k t t k k 2 � I { - k Yk k - - - V � � I � a � ��' Q \ / k k k k k k t• I I k t k t k - �1� ••k+ k k k k / k k T • V ,� _Y v .. v ° - ` \ k• t " k � I k k t k k 3-'October-Glory'.Red Maple - - / / t �• III k k '''k t k� J` _ ; , - '� • , v—s �, .- - . - °• , , ° . - \ \�� . /' .. t k kk k t k kk k k k k kk k s I LOT I I I I k k •t kk T� �- _ / k k k k t k k t k t t 27 I I I k k k )- k It t t k t k I I k / k k III •� • \ / _ k k k k k k k k k �k ,k � �� v� / iv %•v / / k t ! k k k k k k k k k ! I kt k k 5 t � t k k I I I kl .. k k �e � � P � / \ ° I • k k k t t k t k k k k k t k k k k • I k k / k k•Ii \. \ \ \` _ ° / •°' t k k t k k k t k k k t k LOT I - •� - � I k � t t 1 �Q/ k t tw1 -�o / / > k k k ! \/ - - V k k k k k k k k k k k k k k k v s k n k t k k k k k k k t k k k k // - - • > - Itotundiloba Americ , / • I k k k k k ! k t k k k k k I' 'I I I k k 'kll III k k k \ , k k k k k k k k k k k k k k k k k I 26 L k k k k k k I I ;'/� °- '.b .. � k ! k ' k k k k t \• I � r. k k k k k k k k k k t k v I I I k k k 3-'Green o ain' S g'r 1 110.p1e k Ik k k k k k k k k k k k t k k k k k t `.�k k t k k,. k k __ -'ii - •• k t t k ! k k t t k k t t k k k k I I I � k / t k k k k � k / �• k k k k k k k k k t LOT I k k k k k k k k k t auk k k k I Ik \ ��ilig - \ \ ° • �� k k t t t t k k D V Gk ,k ARKk k k k k t t k k k Ic k u• . k k k k k k v I k k k T t k fl I k kLOT •�p,: O - u k k k k I k • k � k k \ • k k k k E k k k 2 5 I k k k k kI� k / I / • /•v •, \ • kl t k t k k k k t k k k t k k k II I k k \J " • • v \ v k k k k k bF'' k 437y�,-• t k k t k k k t k k k k k t I I k • •v k k k k k k t k k k k I k k k k k k \ _ �' _ • vCT \ ° k k k k k k k ! JI k k k k k k k k k k / LOT > LOT I I I I k k kt ...\ k k k k —_. _ kl t k k t k k t k k k r/ k k k k k k k I k C 1 S k I I F k k k k k k k / -- —� • � \ \. P ` I k k t k , k k ! k t k k � k �k k t k k t k t k k t t k k \ -Pra ue ibur um 4 LOT \ I I - --- ' .—�-- A k 1c v \. \\ •k k k t k k k k k kt k k k °• 24 I I k kkl t I k k k k g / / I •— k I I I t k t k k k ! k k k k rr���y �.y..(JJ k t k k k k k k k 3- \ \ I �1 I kt k k k k kt \ v t k k kk k k k k kk k k ! k k e v I I # k t k I/ k k k k k k k k k k k k \ 45 LOT / I k k \ \-k - \\ k k k k k ! t t k I I I k kk\ k k k k k k k! k k I I-'Alleg u \ / t I I k k k k k k k k k k k• LOT .I t k / ! k k k // / k I I k k ! k\ \k ! k• V- \ k k k k t k k I I I k k Y( I k k k k k 46 I I t k • . I - , t k k k k k k k k k k k k k k \ LOT k I I I I k t ! t k k k t k k k \ • k k t k k k k > i 23 I kk k k k k t k k 8-East dce \ / k I I k k k k v k k k k k v 1 - I 1 k k k k k k k t I I k k k k k k I 58- Em rr dced k k k k k k k k k k \ k k k I I I k k k k k t k\ k k k v -\ •• k k k k k k L— k k k k k k 47 / t I LOT t k k k k\ k �_ k k \ k k k k k 1 k 1J(• k G k k k k 5-Sweet nolia \ / k k k t I LOT I I t k k k t k k q t k k k• \ s •• k k k k k kFFF 1 k - 1 I 1 IN I k k I I LOT �I k Y k kV_' k t k k k. k k 41II k kkk 4-'Princeton Sentry Ginkgo I.,I 11 I Ik I k k k k k k k � t k LOT LOT II 41II �� k k k L� t 48 T I I k � k k k k k k k k k k k k t - k \ k k I \ k k k — .— > - s k k k k kk k k, °. i. �� k •' k k k \ / k k k k k I 50 1� 5 1 J 52 I I G.REE WA T__fA..:_ - I— RRR"' IL J J 3 k k k k _ t t t k k • k -JL 49 t� k k k P K t k k k k t k k t k k k t k \ k k t k k k t k k k k k• •--_- k< t \ -•• t k k k • I LOT I k k k k k k \ / k J I \. k k k k k k k k k k k t k k k � k k k >° 2 2 - J k k k k ��k k k I I I:• 5-American Yellowwood k/k k \ k •• v. kk k kk k k kk k k k kkk 205-'Shenandoah' Switch Grass \\ t k k k k k k 5-Eastern Redbud — - 1k k k k k t k k k k k kk k k 92l -Tussock Sedge k/ �' k�__ k .k k k .o -_ -- \��" ® k =k• c k t k k /\ k k !• . t - k - �. I\�\\\\\\\ _ F ... / k k k k k k k k I\�\\k k k k k t k k: k k k \ k k - 4 I LOT k k k k k !k k � ° m k ! k k v t k • -� k ., - k I•. k `t I k k k k k e k k k k v 21 k k k k k k k t k k k k t k ` k k k t - _. k k k k k k k k • k t k t k k k k k k k k k k k _ k k k k k k • k .. _� \ • I I Ik k k �- k k \ \ k k k k k ek k k k k k k k k k k k k k k k k t k k k k k k k k t k k k k • e k k k k k k t k k k k k e • S k k • • k k k k _ \ \ • \ \ ` • LOT 1 t t k k k \� k k k k k k k k k k k k k k k k k k • •• . k k k t k k k k k k k k k k k k k k k k k k k t k k k k� - k k k k k • •• k k k k t k k k k k k k k k k. k k k ! k k k k k •• •• k ` k k k t k k k k k k / 1 \ �j I k k k k k k k k k k k • k k •' _ k k k k _= 3-American Yellowwood I •• L k k k ,c k k k k t k k k k kL k k k • • • •• k k k (c k k / 'o k t� t k k k k k k k t ! k k L k k k k k k k k k k • kK k • kk k t k-- -- \ I l to Oa I 2 0 11 II I I k �\ k k k //�� R w I I ' _ V R E W;1�Y PA •\ K k k kk k (t k k. kk k kk k k k k k kk k k k k :. .� f: ..• : ..` k k k •� ,� k� 1 , t k k t k k k r k k .. - t k .k 4- Prai a apple \ t / _ k •• k k • • e t k I Pp I LOT k k � k k k k k k • - k k k k k k k k t k k k k k k k k k •• •• �'� k k �� .�'! k _ — � I • I I I k k k k k k • k k k _ k k k k k k k • .• -. • k k k • •• • k _ • t k k k k k k k " k k k k .. k k k II1I \1`I •/�11 k k / k k k k k k k k • _._ k \ , i9 I I. k e t k k k . _ k— k t k k t k k k k / k k t t k t k k k k k t k k k -••• • - k c kkk—t k k k ' I I LOT I\ ' ..-. ° I I I � I I I k k I k k !k k k k k k k k kt k k t kt k k k t kk k k k k k k kkk k kt - k k k k k k k k k I 4 I \ \ / k l k k k k k k k1-kastel n k k k k 5 LOT I k I LOT LOT I k k t k k k k k k k t k k t k k I I k k k k - .. _ �- ---1`r k k k k k k k t k k ...k k �° •.. 'k k k I I I I I - k k. � 18 k I` k kk k k k k k k k k k k a k k k 1 ` 1 56 I 55 1 ,, 1 ► ,k k k k k k k k k k k k k k k k t k ! '- k` k I LOT k/rLI k k t �k k k k t k k k k t k t k k •k k k k k k t I LOT k k k k k k k k (\ �I T I k k k k k k k k k k • k k k �� k �� I �)�� 7 LOT k t 5-�astern kRedcelJar k k k k k k k k t k k k k t k k k k / k k k` k k I 5 V ' S k k k k k k k k k k k k k k k k k k k k -• k �5.JJ I I I I k LOT I \ I 17 I k k k k k k k kk k k k k kk k k k t kk k k k k kk k k k t k t .I __ k k t k k k k k k - 1 k k k I I � I \ - I e I I I I k k k k k 1 I I etc l�k� k k ! t k k k k k k � . k k 21 Emerald Sentinel Eastern'Redceda • 1 59 I \\ I � I \ _ I I k I t k t k k k k k k k t k 1 k L— k k t k k k k k k k t I, k k k k k k k t k k I I f'.I \ v:, t k k \ t I J1 \ / ➢➢nnn I - kr� 4p t� I 1wl k k k I k k k tk ! k'Iklal y 1 `�QIIkk I�011yk k kk k k k k kk k k k k k k k k k kk k k k I 1 \ �� � I •• '� kk k k k k k k k k k k k k k t Ali I •� LOT t t k I \ k k k k k k k k k t k k k k k k t k t k k k t k k k k k kt LOT k _ 1 6 k k t k t k t k k k k kk k t k k k k k / '/�\ n el WWOOd k k k k k k k k k k k k k - \ � k v I_ t k k k t k k t k t 'A / \ \ k I� ��I �- A �. I \ .., ,) .✓ k k k k k k k V .- I k k k k k k k k k k k k k k t k 1Zk k \ 60 k i k ! k k k k k k k k k k k k k k / \ k I ' • \. • \ / i I vv°� I t \ k k k k k k k k k k \ \ \ 1 • — s • • ° I I // II k /t t k • 1 �s s ..-_._..._...r _ - / III k k t k k k k k k . k k \ \ I J I k t k t k k k kt k ILI LOT - \ • • - - \ \ ._.._a..__ - � t k k k t k k k k k k k /� � � � • - .v> > / - - � �� ,�� ��,. � k 61 � -" -_ �_ —� v . ° • � � �/ \ k k k t k k k k / \ \ A / • v •• / \\ //` [� I kkkk k k kk t6-'Green Msanta n' Sugar -Maple I — nditoba' gum k k k k .kk• r LOT \ . • \ \ / . k k k / k k k .6 2 • j. / ` - \ �11 _ \ ..-.---._ \ ►_ ��. t k \ \ - • — _ I k k k k k / � ° •'. �/\ i ._. __._. . 6 s • \ • --+� � it I I k k k I k k A .. • / Willow LOT \ •.- /. / - � > •v . ® v °� k \ ' .d o _ W a I • II I k ,27 _ , : . . D _ - I I i IIci,1.�-0T 'tlRN� ♦7// k k k k k t k \ 6 V \ k � v • � \ �• Ie 1 ' I ''I: �J - .k k . k k k k k k'I t k k I - ' ./ , -• R v I \ 15 k k t k k k k ! t kk k k k k kt k k k k t�� k� k k \ \ / > > / / I < • A - - > v I I k &5-S, eet Bay 6,F III jnblia k \ fit kIF kk k k k k ���k k •./ k k k k k k k t k k k -'Stee I CF aske'�14�borVit�lek//� - 6-Willow Oak I - 14 k k k t P L I I I k k k \ � - '•S \ � I , ., k k k k ! t k k k k k k k k k k k t k k k t k k \ I I • I k qfl k k k k k k t k k k k k k k k k k k Y w \ I I I I LOT I I k k k k k k k k k k k k iF i k k k t k k k t / / v• k t k t k k k t k k k \ > I �..I I' k . � \\k. LOT I I k LOT �� � k III -I I I I LOT .\ I LOT � .. ° \; LOT 83 I I 1 k I I I . II 82 I� k I LOT - • o \ \� I I 12 k so 81 I I k i LOT \ I� 64 k I \ 79 i I I >> I LOT I k k I I - \l 1 � °• I I ik k I I I LOT k k k k I v 1 v I 1 \v II I I k I I I LOT 78 3-'Princeton Sentry'Ginkgo I k ° k k 65 k k t k k k k k k I I I I / \ / k k t k t l' • I�� \ \ LOT \ - k k k k k k k k k k k k k k k k k k k k k k k k k I I I k k k e v \ / c t k k k k k k t k k k k t k k k t 'c k k t t k• t k k t k k JII k k . I / k k k k k k k k t k k t k k kka `kt E kk• k k k k k k I , LOT •I ; k k 77 / / k k k k k k t k k! k • E•kr ikk` • t teak \ , / k t k k k k k k k k k k k• E '. k a • i k` � `k ` E ♦! r: akk �` a k• k k k k v I / t t k t t t .k ake ! a kt` • a k I 10 k k k 11 II k k k ak E a • 1< kk `k t k aka aka f `k• � at k k I •k ,[ k!a , t •! E .!. kk• : at` f `k E • `k• `k• E `k` `k• ak`akk k k k t ! I : k k k k \ •kea` ! ` k k t kk' aka E aka � `k• � kk` k• , k` E a! •ka k kka t `kk +i •kk � • a • r kk k I I I k k k k I. / ` • • • • • kt` a •ka •E a`k kk a � 1 \ \ / k k `t• ,k • E kk• kk aakt ` at • ak, It � k aka ak k /E/�,k/ k E • i •t` E a i ak` E •k .k` k E aka ak` k k I 11 LOT / k k kt 4t• `k` E akk t k • i �tk 4k• kE •k• t k kk` k k k k k k: k E •!• • i kka k E at t I I I LOT 'I• /. \ \ k ak, `• kkk k` E aka aka kk ! k• k k k k k k `kk kkk ! "k' E aka kkk kk k k k k ' I. o I LOT k E kt` ` • ikk` • k t k ,`k` ` , E .II I . I •° \ \ \ \\ -• k k` ! .k • • k k` , k` E ek k • k k k t k k k - t `k s m \ k k " aka • •, E ak k f kka k k k k k k k k k k k k `k • k k k k t k k k k v 1 k k k / 7 6 /� / ��%�� k `k k • E • i ikk k k k I I 66 k k t ` kk• E `!` k i •ka k` • kta `t• 1 9 k k \ \ t E • •k ` E I k k ` aka `k`! •ka aka • `ka t aka k k k k k k k k k k k k k k k t k k k k k k k I I I / k • kk ` k a •kka e k ` k kta ` k t k t k k k k k k k k k t E aka • i ak` • ` t kka ` •tk k k k k k k k k k—iH k • \ \\ k kk `ka E ak• t •• k eka E kk• E k k k k k k k k k k k k k k k k k k k k k 1 I 1 ,.' I I I I M v - k k -k •� Oka at• t kkk a �. kk` `k k t k k k k k t k k k k k k k k kkk t • E kkk kk t E akk t o ` t aka k k k k k k t k k k �k k k k k k k k k k k I I' k \ a a i • •, t k k �k^ kk k t k — LOT I I k k - k t ,i aka aka t . a a k k k k k k k k k k k k - Q E • •k ` E t k k t k I •. 8 � I t kk `kk kkk akk kk` E akk `kr fi' kt` k k k k k k k k k k k k k t k 'FENCED TOT LOT: IPLAY STRICTURES k t k k k k k t k I ' k k t kk tk k E `k• E kk r kkk kt k k k kk k �k /k kik / k k k k k kk INCLUDING INFANT SWINGS AND t k k k k t k k k •° I I I k kk LL I k LOT I� �. ii' \ \ / t k k k. a� `t` � kk k E 'kkk k k k k/ yk k k kkk k k CLIMBING, SLIDES, AND SWINGS FOR t t k k k k .k k' -� I I I I I I �1T II IIII I t� k k k 0 U N O ao IT H N N (D !_ 0 j E w U LbO I U > U (1)N �Ct E CC !_ '�J` — a Q S U V • U Z �a NO a - m0 3 _J O N Q 7T rJ i Q w Z �7 J a0_0 > J J Z 0 � w zJ �c � Q w CL cn m J Q SHEET TITLE: SITE PLANTING PLAN: GREENWAY PARK & GREENWAY ENTRANCE PARK DRAWN BY: LMD CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 County/ARB Submittal REVISION HISTORY: No. Date Description I SCALE: 1 "=20'-0" SHEET NUMBER: L502 3-River Birch I -Fringe Tree 3-'DD Blanchard' Southern Magnolia 3-'Appalachian Spring' Dogwood 3-1ittle Gem' Magnolia 10-'Emerald Sentinel' Eastern Redcedar i 5-Oakland Holly / 7-'Taylor' Eastern Red Cedar / 4-'October Glory' Red Maple -Fringe Tree / 8-'Taylor' Eastern Red Cedar / 3-1ittle Gem' Magnolia 5-'Emerald Sentinel' Eastern Redcedar __ -'Appalachian Spring' Dogwood / 8-'Taylor' Eastern Red Cedar 5-0aland Holly j 3-Fringe Tree 8-'Taylor' Eastern Red Cedar k 8-'Mary Nell' Holly k k k 121-Winter Jasmine tk k k k k 8-'Taylor' Eastern Red Cedar cb ' k k o 00 k k t k k k k 5-'Emerald Sentinel' Eastern Redcedar / _ o° °ao a I k k k k k k k k k k t kIk I' ° 0, 00 O • / >. �o o-°oo O°O d' o E t k 1 1 .. / �kk k k k k k k 3-'Little Gem Magnolia / t t° �p �o °° k k k // \\ k k k k t k t k k k t k k t k N - k- 03 B e o k k k k k k k k k k k k k k 8-'Taylor' Eastern Red Cedar // 'v -.;v �• - :` k k- kJ �g°\\�/ j k k k k k k k k k k k 3-River Birch k k •0� k k k .... k k kj k k k k k t, 5-Oakland Holly / y t k t k k \ k k k k k k k oN 00, -'Appalachian Spring' Dogwood 5-'Emerald Sentinel Eastern Redcedar m� °�°°���° a �a °° °8 0 7-'Emerald Sentinel' Easter Redcedar °8 C, ° Y _ 42-'Ta lor' Eas rn Red Cedar 8-'Taylor' Eastern Red Cedar -°p — — 3-'Little Gem' Magnolia — — — — — — — — - -'Appalachian Spring' Dogwood w t � I f 5-Oakland Holly°C6� ° o 1 / /\ �� LOT I 3 I - Autu _ ° a °�o° k��g °° k / \ \ � � LOT �-- mnalis' Cherry 0 ° ° / \ \ �� LOT LOT 29 _ 1 i / LOT 30 - k 31 II v 32 I 3 19-Winter Jasmine S / \ \ 33 5 Willow ak � k 22-'Taylor' Eastern Red Cedar 421-ittle Gem' Magnolia - cb . k k kk ✓k e OT j 0�° k m0p0k 34 JI _j (\, I-'Autumnalis' Cherry / F , a° kk kk X' / 'COT �- \ \ - • k k / \ • k k k k At k k / �� \ V k k I k kX / / 35 , \ — 4-'October Glory' Red Maple / k k k k k r kkk k k k k k kkk • / LOT \\zk \ p k k k k k k k k k k Y k k k k k k k k k k k k k k k k 36 \ /. - • k' •- k At k k k I -'Autumnalis' Cherry °°I ��'�, k k k k k .k k k k .k k k k--'- k k k k / • D - A 1100 ���J k v _ N ° a �-• �' / / LOT ° ® I -'Autumnalis' Cherry06 37 1 k v 00 o oQ. ��� IY14 ��� �� - V •� i Oo�o1-� m� oo� LOT ` 28-Winter Jasmine �08� o i \ \ % / _ 10-'Steep chase' Ar r-vitae oo° ° I \ 38 � - � 0 � LOT \ a, , LOT - - vD `1 F LOT I \ Ik LOT V !� v v -- — - t / 41 39 \ otundiloba erican Swee �/ , Ik k / 40 _ — / g 9 NTRANC E 1 I \ — 1 k I \ �/ t - G�ow Fragrant Sumac PARK I k . j \ \ � x� / v, /8-'Gro-Low' Fragrant Sumac�\ x� I At. k -Will I —I \ \\ i ���� -� •� �g I �I k At _ \� O — I LOT k kT k s k k p • a . L k k k k I- I \. • o'K_ _ -'- ^' \ F\ C /`. k k k k c k k k k ^ tv \. �� • D • - \ \ ti i {kk k� k k k k _ k •/L� -I I Ik • - / >_ k tk k k k k/k i• k k k / \ • •=-7— kkktk2%kk/k k•.i/kykkk • - � _� v/ss k k k k k k k �' � � k • k k /k k k k k -f r t k k k t k k k -•\ - \ - k k LOT _ t k k k k k k 56-'Shamrock' Inkberry 1 L I k > - k k % k k k k k k k k k k \- \ • • - , - oI `k k .I 5,2 - k 9 ::Russian Sage _ k k k k k k k k k k k 3-Rotundiloba American Sweetgum k k kl- ( \' k k k k k k k k k I 2% L '� k k jk k k k k k k t k k k k k . - \ \�// t k k k k k k k I �J k/k k k k k k k k k k k k k k k k / \ \ • - -' ountain' Sugar Maple '-({)`'\ k k k k k k k k k k 'kk k k k k f• k k k v k k k k k k k k k k k k k k k k k k \.•I ,gyp k k k k k k k k , LOT IBC t t i k kk kk k k k k k k I kk k k k k k k t k k / \ - • . . - - - - - - - - \ ® \ o�C - - V k t k k kk k . k D O G -PARK - I I k k - k t k k k k k k k LOT • ' . - \ \ . t --- 1 2 5 L I' I k k k k k k � - v s o • � k k�- k t k k k k k k k k k k k t k k k t v k k k k Ik k k k k k k k k k t k k k k t.. \> \ � , . _.. • • . • � \ D � I t k k k k k t k k -wee jr),B y Ma nolia k k k k k k k k k k k k k k 43 // / - - a /�9Y \ \ OO o°o > D`v > k k t- k k k t k k k k o°o -p k k k,, k k k - k k k It t k k k k I'C i n - k 8 uss a Sae 1 k k k A, k k k � -- _ "--� Id -Sent I I East n Redc da k k k k k _— _ k 9 E era t k \� k k k k k k It k k LOT QI k k k k a � ' I I k LOT • >e k k t � � Ot O \ \\ k I /1 \ - k k k� k k k k k k k k k k k k 3-Willow Oa1< k t I k k k k kk k k k k Y k k t k k k kk 4 LOT ' ' - - kv k' `\• \\ ,� k k k _ 24 k k k k k k k k k k k k k k k k \ / . \\`` v k k k 4 kk I I Ik t k kk Ik k k tk k t k k k k k k k kk k D \\ k k k k k k k k k k am'/ I I I k I k k t k k k k / k k \ \> \ k k k -- '. v I I kk k k k k k k k k LOT k k k k k k k ao \ k k k k kk k k k k kk 4k k k k \ / I I k k k k k• °y \ kk 1 LOT I I I k k k k k t k k k k k k �` �......_ 1 - k / Ik k k k k k k k k / k I k k k k k I k k k k k k k k k k - r k k t k \ 46 k I I I k k k k k k� k • \. k k k.. _ , - k k k k t k k k t k LOT I I k k k k \ 23 1- k k k k k k t I I k t \'( k k • k k t k k k k k \ k k 1 k I I t k t \ k i I Ik t k k k k k k k k k k/k k k k k k k k k k \ / k k k I I� k k k t k k� k k t � \ , f. - - � -.--.-__.-_, ei I I _ k k k k k k k k k k t k ,k k k k k k \ k k k\ \ / _ -. --_ �__'- I LOT II k k k k k \ k k k \ \ . k t 3-'Princeton Sentry' Gin II k k k / k k k - k k k k k 441III k k k k k k k k k k' k. k k / k k I LOT I I LOT II I k k k k k k k k k k k k k t k k k k k k k k k k k k ' k k k k k k k k k k k k t k t k k k . a D • e k k k k k k k k k k k k k \ k k \ k k 48 LOT LOT I k k k k k k k - - 6-Golden Rain Tree I Ili I Ik k k k k t //,['/ k k k k k k k k k k o I t k k k k k k kl t k k k k k k k k k k k kk lk k k k kt t k k Z k� kk k 'It I J 49 T I t k `�/�\, y�� k k k k l t k k k k k k k k �4 k k k k / k k k JL 50 �� 51 JL 52 I,E ♦¢1 r\ kk . k k k/kk k kk IL kkk - kkkk kk k 3 t k k ��.KS\/ k k k k k k k k k k k k k t k k k k t k k k k k k k k k k k k k k k k k k k k k k k t_ k k k J k k k k k t k k k k \• v \ - k I LOT 1. - - I11 k k k k t k k k k k k k k k t k k k k /�� k I I k t k t k I I I I k t k k'yIk k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k I k k k k k k t k k k k k kk k• D \ _ - I k k k k k 1 k k k k k k k k k k k k k k k k k k k k k k k k k k k k , k k k k J k k t k k k k k \,k k k k k 2 2 - I k k k k k kt k k k k tk k k k kk k k k k kk k k k k k k k k k k p1k k" k k k k k tk k k k k k`� k k k k k k k k k __ _._ z —_ k k k k k k k k k kk k t k k. tk k •� k\ • s \ I I I k k k k k t k t k k k t/ k t k t k k k k k k k t k t k k k k k k k k k k k k k k \ k k k k k • D I I k k k k k k k k k t t k k k. k kk -• e t k k k k k t k k k kk k k k k k k D k k t k k k k k t k a k k k t k k k k k k k k k k ` i ak k , k- k k k k t t k k k ...k k k k k •k • \ k k \ k 1 I I I I t t k k k k k ` I(` • kt tk k - k k ® k k k k \ k LOT k t k k k k k k k a ak _ i tk `k ` k k, kk - k k k k -_ __--.—�� _ k �t t k k. •. k, k k k V ' t k A, Ik k k k k t k k k k k k k k k` `k �•,� klt kkk ,k k e •� ic•kk kq kk. k k k k k k k t k t y p k k - -F-t k ek.kk •v k k k k • t .I k / k 4k k k k \ 1 I 1 k k k k k L k k k k k// ° k, kk ` .k ` • i kt 5c k •k ' k t k k k k k k k k k k k - •k v k k k k 1� k k k 7 k k k k k ! •t ` In k tk k`` k �` kkkk t k k k k k t k k k k t t k k t, v • k, k k a k ak k k k k k k k t k k/ k t k. ` i tk k k k k k- F k t k k k k k k k k k k k k k k k k k k t k k k k k k k k k k t k k k k Y t kv k k k k k k .. _� k I k t k t k k k k k k k k k • k'j� k 1i` 'y� a k k k k k k k k k k t k k k \. I 21 k kl k k k k jk k k k k k k t k` kt ° IL r k k k k k k k t k k k k t t k t k k k t k k k k k k k D k sk k k k k k r . k k k k k k k k k t k k k k k k k t k t k k k k t k k k k t t k t t k k k k k k. t k k k k k k t k k k k k k k k k k k k k k k k k k k k t k k k \ \ 1 I k k k k k k 1,t k k k k k k k k k k k k k t t Ik tk ` k k k k k k k k k k k k k k k t k k k k k k k t k k k k k k k k k k k k k t k k k k k k k k k k k k k k k k �` k k k t \ I I I I k k k k k k k k k k k k k k k e tk `k ®9k t k k k t k k k k k t k t k k k k k t k k k k k k k t k k k k k k k \ k k k k k •ka k k k k k k k k k k k k k k k k k k k k k k k k k k k -1 LOT k k k k k k k` k k k k t k k k k k k k k k k k k k k k t k k k k k k k k k t k t k I \ \ ♦\ 1 11 I I k k I k e 2 k k I k k k k k k k k t t k k k k k k k k k k k k k k k kII k k k k k k k k k k - I'c k k k k k t , k k k k k k k k k k k k k . k k k `• k k k k k k k k k k k k k k t k k k k k k t k k k k k t t k k k k k k k k k \ \ ,k k k k k k k k k k t I 20 •. k k k k k k k k t k k i ,k k k k k t k k k t t k k k k k k t k k k t k .� \ \ 1 k k t k k k I k &, / k k k k k k k k - k k k k k k k k k k k k k k k k k k k e k k k k k k k k k k k k k k k k k is k k k k k k k k k k k k k k k k k k k k k t k. I I I k k k k //�k k �.`�.k `,/kw` /1/� y^y Ik t k k k k t k k k k. k k k k k k k k I k k k k \ k k k l k k G K t ♦ ♦ AYE ,` k k k t - = k k k k k k k k kk k k k k k k kk t k k k t k k k k k k k k k k k t k k k k k k t k k k � k. � � k k k k k • L k k k k k k k t k k k k k k k k k k k k k k..k k e \ 1 \�- I I I 1 1 I k t k k k k k k kIIt k k I .k \ \\ I k t k k k . kk Ik k l kk k kk kk k kk k k k kk ii ' k k 4 k kk k kk k k kk t .k kk k kt k t k k kk k.k -k kk k kk kk k kk k kk k -k kk k k kk k k k k �.k k Yk k \ 1 I I \� \ v I LOT 1 I I k I k e �k E 0 U N 0 �o 01- — N N —8 !_ O j w E U •�_ L �Q�o U Cx U /v N 0 ID E a ID E Q v a Q S U V • — U . U Q) In Q) �CnCN � �a NO 3 a _DJ Ln 3 ON 0 aCC) 7T Q w Z �7 J a0_0 > J J Z 0 � w Z J �c � Q w CL cn m J Q SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 County/ARB Submittal REVISION HISTORY: No. Date Description i i SCALE: 1 "=20'-0" SHEET NUMBER: L5.3