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HomeMy WebLinkAboutARB202000024 Plan - Submittal (First) 2020-11-02GENERAL NOTES OWNER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESOLLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL AREA: 13.00 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT W/TH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 & ZMA2020-00006 WI7H ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY). CODE OF DEVELOPMENT - LAST REVISION DATE: NOVEMBER 8, 2016. VARIATION #2 TO THE CODE OF DEVELOPMENT AND APPLICATION PLAN WAS APPROVED ON MAY 20, 2020. ZMA2020-6 WAS APPROVED ON SEPTEMBER 16, 2020. 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 OPEN SPACE.• PARKS. MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.27.) PARKS AND AC77VE/PASSIVE RECREATIONAL AREAS PROVIDED: OPEN SPACE A (BUFFER): 0.06 ACRES OPEN SPACE B (BUFFER): 0.09 ACRES OPEN SPACE C (BUFFER/POCKET PARK 114): 0.54 ACRES OPEN SPACE D (POCKET PARK #3): 0.19 ACRES OPEN SPACE E (BUFFER): 0.02 ACRES OPEN SPACE F (POCKET PARK #1): 0.63 ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK #2): 0.83 ACRES OPEN SPACE I (BUFFER): 0.21 ACRES OPEN SPACE J (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.67 ACRES (28.29 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED /N A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. 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) PROPOSED TOWNHOUSE BUILDING HEIGHT=40' MAXIMUM PROPOSED VILLA BUILDING HEIGHT 29'-5.8" MAXIMUM SETBACKS: RESIDENTIAL: FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDENTAL: FRONT.- 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) 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 S1TE PLAN. INFORMAT7ON HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS LIGHTING. NO STREET LIGH77NG 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-STREETISURFACE 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 = 33 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING: THIS PROPERTY SHALL BE DEVELOPED IN 2 PHASES. ALL RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN PHASE 1, AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN PHASE 2. BUILDING S1TES 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 SHEET 4 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 SECT70N 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 APPLICAT70N PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITI0NAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. SPRING HILL VILLAGE ARB PLAN ARB202OmOOO24 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA I 1 / ---- 1 i - 1 II I I r T T T - I VEN OSPACE A I I EI V / (B S]ACflES BLOCK'E� 1.d7-QAES 36 I p� %/ s�P� N5� �� i-i-�� 0 POCKE _ E i mi Lor or -PACE- - Es � I 'I � E IF I ---- / BUFFER I A i NOSCAPEO � BUFFER AREA % 'Qa22ACREES 45 /' - j • I BLOCK G \ % •fi asp aR �. I ' ,a°' 1A7ACRES POCKET PARK- \ / L__-L_ J_J NSAC 5- mr �A , / AMENITY SPACE •.�% BLO F 1 I j /' / I loss ACREsI \ or '' / /� I i i� 1 L ' or sR 63 rs¢ mr sl mr so 'i 16r I LOT� Loi r -..--. _-------- -----_--"---_-- 30 I I mr / Lm mr ai 86 I i wr I 1 % lOi I\ 69 BS 1Y LIL - 11 I I UFF ss L or r �1 j 1 LOL / L6i I L 0 I i6 I ' em I -�.L.TL " _ _.-- -_1. I�t_-__- _ - ♦ I mr r L i iI4 I COMMNNIN PA0.K i Lm f A ENITY SPAC I I i Lar I I M EIS OOACRESJ i 3 � I �-- -r IF L > r j I j III Lm Lar car Lm Lm Lor I Lm LOT LOT I LLar Lmr o mr Lm Lm BLOCK A 9] &9 93 . I/ I M B6 B6 E ' ' : 96 9i 9 1W I 0.58 ACRES i I 96 99 II .I j BLOCK B _ r a I7 ---- -- ��- __ -� - ---- --_ ___ __ AMENITYSPACE _ (0.68 ACRES) % I. - I; - - - - - - - - - - --- ----- SC-OTTSVILLE ROAD ------ I I I II I I r \ I STORMWATER MANAGEMENT• AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED KITH THE PURCHASE OF NUTRIENT CREDITS. ADDITIONAL MEASURES MAY BE INSTALLED AT THE OU7FALL OF THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. IMPERVIOUS AREAS: ROADS 2.03 cc. SIDEWALKS 0.86 cc. BUILDINGS 2.66 cc. DRIVEWAYS 0.75 ac. TOTAL 6.30 AC (507 IMPERVIOUS AREA) PROPOSED USES: LOTS: 5.40 oc.-47.5% ROADS (R/W): 3.95 cc.-30.39 OPEN SPACE: 3.67 cc. -28.2% OFFSITE EASEMENT OFFSITE EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECT70N AND ROADWAY CONSTRUCTION. SEE EXIS77NG CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED w/ THIS FINAL SITE PLAN. NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY. AN ASTERISK (A) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. ANY CHANGES TO THESE LOCATIONS SHALL BE ACCOMPANIED WITH A LETTER OF REVISION TO ALBEMARLE COUNTY. PROJECT SITE VICINITY MAP SCALE: 1" = 2000' TT /R. '(!1n-LLINS _,` No. 35791 _ 10/27/20 Aj r L i / w w O v Vl O _j f Z Z Z r��->> a G O O O U U Lu uEn z J Q Q F i Vl ¢ u ^` Z o � W m W m .. a a ` WUj I.f. L � c i 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 EXIS77NG CULVERT •,•_•,• EARTH DITCH a 0 CUL VER7 DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. BENCHMARK CURB CLEARING LIMITS 0 CURB & GUTTER - - - - - 0 PROPOSED PAVEMENT ar EC-3A DITCH e0u EX/S7iNG CONTOUR DEPTH OF EC-3A DITCH PROPOSED CONTOUR zoo 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVA 77ON g" DEPTH OF EC-2 DITCH APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. CD O O O O N �O O O OON N N C 0 m 00 CD r! N r4 O O 0 zti cri N CYi N W C:) z Q N W N ZLLi CID J J Q �. w w w LU Q V Z� Q> T_ 1_­II O W > U Y W J UlU) (Z� � v Zw LU J O O N G � o w a � JOB NO. 182157 SCALE 1"=80' SHEET NO. 1 �S�YTH OFtl SCOTT R. LINS�en U No. 35791 ,n ... Oo 1 27/20 0NAL E��11y These proffers are part of the requested rezoning and the Owner may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and acknowledges that the conditions are reasonable. shall apply for a period of ten (10) years following the date the provide the name, address and telephone number of the potential PROFFER STATEMENT j certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1 C have 1.Affordable Housing. (The Affordable Housing Units will be provided in Affordable Housing Unit, or until the units are sold as low or moderate been satisfied. ZMA No. 2013-00017, Spring Hill Village the form of for sale or rental units). The communitycould have as few as 80 cost units qualifying as such under either the Virginia Housing units and as many as 100 dwelling units. The Owner shall provide 15% of Development Authority, Farmers Home Administration, or Housing Z Cash Proffers for Residential Units. Beginning with the thirteenth U) M Tax Map: TMP 09000 00 00 02800 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 w W Owner Of Record: Spring Hill Village Holdings, LLC 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 0 0 shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit. This cash contribution shall be for the F U The Albemarle County affordable housing policy defines affordable housing Date Of Proffer: September 29, 2014 provide written reports documenting rental rates and occupancies of purposes of addressing the fiscal impacts of development on the Residential R 1 to NEIGHORHOOD as the following: Affordable Housing, in general terms means safe, decent the affordable units. County's public facilities and infrastructure, i.e. schools, public safety, be (n � o � o W z > c.) u 12.99 Acres to be rezoned from i housing where housing costs do not exceed 30% of the gross household libraries, parks and transportation. The cash contribution shall LD MODEL DISTRICT (NMD) income. Housing costs for homeowners shall include principal, interest, real (B.) For Sale. All purchasers of for -sale Affordable Twenty Thousand Four Hundred Sixty and 57/100 dollars Z o a - z w z I estate taxes, and homeowner's insurance (PITI). Housing costs for tenants Housing Units shall be approved by the Albemarle County Office of ($20,460.57) cash for each new single-family detached dwelling unit. O a r o u o W W 0 Project Address 1776 Scottsville Road shall be tenant -paid rent and tenant -paid utilities with maximum allowances Housing or its designee. The Owner shall provide the County or its The cash contribution shall be Thirteen Thousand Nine Hundred ~ U ca m Lu Uu 0 Vito Cetta for utilities to be those adopted by the Housing Office for the Housing designee 180 days to identify and pre qualify an eligible purchaser for Thirteen and 18/100 dollars ($13,913.18) cash for each single family w Ln < < a a Contact Person 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 be j ~ Q W W z g z 3 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 paid at the time of the issuance of the certificate of occupancy for LU o z .. Q a w z m m 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. W a n w Q Q household incomes at or below 80% of the area median income. For 2003, anticipated receipt of the certification of occupancy. If the County or o a Lo W ~ W ~ the maximum affordable home for purchase (80% median income) would its designee does not provide a qualified purchaser during this period, the Owner shall have the right to sell the units without any restriction Beginning January 1, 2015, the amount of the cash contribution LU w o 0 Magisterial District: Scottsville be $172,000 and maximum housing costs (rent and utilities) for tenants 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 o 0 would be $787 (50%median income). proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the �Q Ln 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 (65% of VHDA's Maximum Sales Price for First-time Homebuyers). The calculation currently put the Marshall and Swift Building Cost Index ("MSI"). In no event shall any cash contribution amount be adjusted to a sum less than the amount as the owner's representative of Spring Hill Village Holdings, LLC which is shall have offered for rent or sale as provided herein each Affordable 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 the owner of Tax Map and Parcel number TMP 09000 00 00 02800. TMP Housing Unit within the project. of constructing the Affordable Housing Units to the subsequent owners of made by multiplying the proffered cash contribution amount for the shall be the MSI 09000-00-00-02800 is the subject of rezoning application ZMA No. 2013- "Owner" lots designated affordable on the site plans or plats. (C). Conveyance of Interest. All deeds conveying any preceding year by a fraction, the numerator of which as of December 1 in the preceding calendar year, and the 00017, a project known as Spring Hill Village. The term as interest in the for -rent Affordable Housing Units during the Affordable denominator of which shall be the MSI as of December 1 in the year o 0 0 0 0 0 referenced herein shall include within its meaning the owner of record and (A). Rental Rates. The initial net rent for each for -rent Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended. successors in interest. The "Application Plan", refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and terms of this paragraph 1. In addition, all contracts pertaining a Lu N O N O N N O N N O N O N O N Code of Development last revised August 28, 2014. applicable maximum net rent rate approved by the County Housing the monthly net rent for part conveyance of any for rent Affordable Housing Unit, or any part 3. Over Lot Grading: The owner shall submit an over -lot grading N o 0 Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the Office. In each subsequent calendar year, each for -rent Affordable Housing Unit may be increased up to three thereof, during the Affordable Term shall contain a complete and full plan (hereinafter the "Plan") meeting the requirements of this Owner herebyvoluntarily 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 t 30 days to the conveyance of any interest in least ) Y paragraph 3 with the application for each subdivision phase of the . applied to the Property rf it is rezoned to the zoning district identified above. tenant -paid utilities. The rent" means that the rent does not include tena p Housing Units 1 A. At thirty prior Y ( Y p any for -rent affordable unit during the Affordable Term, the then- n proposed topographic how existing and Property. .The Ian shall s g p p p Y p features. The Plan shall be approved by the County Engineer prior L9 requirement that the rents for such for -rent Affordable I ti ce) j— M 04 III i to approval of an Erosion and Sediment Control plan. No building i that will not be served by a stairway. This area also shall extend accepted into the secondary system of highways or the County RESOLUTION TO APPROVE SPECIAL EXCEPTION CO z permit shall be issued for any dwelling on a lot where the County from the entrances to the driveways or walkways connecting Engineer determines that the roadway is safe and convenient for TO VARY THE APPLICATION PLAN AND CODE OF DEVELOPMENT N Engineer has determined the lot grading in not consistent with the the dwellingto the street. � travel. At its sole expense, the Owner shall make the needed APPROVED IN CONJUNCTION WITH ZMA201300017 SPRING HILL VILLAGE N J approved Plan. The Ian shall satisfy the following: pp p Y g: streets, building sites, i) Any requirement of this proffer may be waived by submitting a the over -lot plan. If improvements, if any are required, to the portion of the lot NOW BE IT RESOLVED that, upon consideration of the Memorandum prepared in Q a) The Plan shall show all proposed setbacks, surface drainage, driveways, trails and other features request for special exception with grading such a request is made, it shall include a justification for the immediately adjacent to the site south on Route 20 that may be conjunction with the special exception request and the attaclmrents thereto, including staffs the factors to the in Albemarle County > Co the County Engineer determines are needed to verify that the request containing a valid professional seal from a Professional needed as a result of widening Route 20. Should these improvements supporting analysis, and all of relevant special exceptions Code §§ 18-8.5.5.3, 18-33.5, and 18-33.49, the Albemarle County Board of Supervisors hereby i J 21� Plan satisfies the requirements of this proffer. Engineer, Landscape Architect or Land Surveyor. In reviewing a require a retaining wall and / or a reworking of stairs, these approves the special exception to vary the Application Plan and Code of Development approved J Q b) The Plan shall be drawn to a scale not smaller than (1) inch waiver request, the County Engineer shall consider whether the improvements shall be reviewed b the Count Architectural Review p y in conjunction with ZMA201300017 spring Hill village, subject to the condition attached equals fifty (50) feet. alternative proposed by the Owner satisfies the purpose of the r Board, since Route 20 in an Entrance Corridor road. hereto. LU c All proposed grading shall be shown with contour intervals not p p g g I requirement to be waved to at least an equivalent degree. * * * � w � greater than two (2) feet. All concentrated surface drainage j) In the event that the County adopts overlot grading regulations This document shall supersede all other agreements, proffers or conditions i­— � (D 0� over lots shall be clearly shown with the proposed grading. All after the date this proffer is approved, any requirement of those that may be found to be in conflict. These proffers shall be binding to the 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote O J Q W grading shall be designed to assure that surface proposed g g g re regulations that is less restrictive than an requirement of this g y q property, which means the proffers shall be transferred to all future property IL drainage can provide adequate relief from the flooding of proffer shall supersede the corresponding requirement of this successors of the land. of six to zero, as recorded below, at a regular meeting held on May 20, 2020. (Y Z Q J LL dwellings in the event a storm sewer fails. proffer, subject to the approval of the Director of Community J i--1 O d) Graded slopes on lots proposed to be planted with turf grasses Development. WITNESS the following signature: clerk, Board of County a ervisors U > (lawns) shall not exceed a gradient of three (3) feet of horizontal W distance for each one (1) foot of vertical rise or fall (3:1). 4. Improvements to Scottsville Rd and Avon Extended SPRING ILL VILLAGE HOLDING, LLC Y J Steeper slopes shall be vegetated with low maintenance At its sole expense, the Owner shall plan, design, bond and construct !(� � Nay Mr. Gallaway Y LU J vegetation as determined to be appropriate by the County's the improvements shown on the County approved engineering By: \tb Ms. LaPisto-Kirtley Y 0 authority in its approval of an erosion and sediment program y drawin s titled Development Concept Plan, sheet 4 dated 10.21.13 9 p p Vito Cetta, Manager Ms. Mallek Y _ control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal and revised on 8.29.14 as prepared by Alan Franklin PE, for both COMMONWEALTH OF VIRGINIA Ms. McKeel Y Ms. Palmer Y 1- distance for each one (1) foot of vertical rise or fall, unless the Scottsville Road and Avon Extended. The improvements shall be CITY/GebWTY OFU ��o 6I IC to wit: Ms. Price Y _ � LLI W County Engineer finds that the grading recommendations for designed and constructed to the County and VDOT standards, i--i steeper slopes have adequately addressed the impacts. including the design and construction of related drainage, slope and e) Surface drainage may flow across up to three (3) lots before utility easements as applicable. These improvements shall be The foregoing instrument was acknowledged before me this2g4k day of ~ being collected in a storm sewer or directed to a drainage way completed and approved by VDOT and the County prior to the first =�'=v'�� 2014 by Vito Cetta, Manager of Barracks Heights, LLC, a J outside of the lots. f) No surface drainage across a residential lot shall have more certificate of occupancy for any structure on the Property. As part of Virginia limited limited liability company. w than one-half (1/2) acre of land drainage to it. this process, the dedication to public use shall be completed at the 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 Q (D sewer to a point beyond the rear of the building site. bond prior to the issuance of the first building permit or first approved My Commission 10 -3 t -15 n expire h) The plan shall demonstrate that an area at least ten (10) feet in e subdivision plat, whichever comes first, to ensure that these �� O width, or to the lot line if is less than ten (10) feet, from the improvements can be completed in a timely manner. The # I CO ( Notary Public0 cV portion of the structure facing the street, has grades no steeper that ten (10) percent adjacent to possible entrances to dwellings improvements shall be deemed to be complete when they are p MARGIE K. cowCs NOTARY PUBLIC REGISTRATION%100901 COMMONWEALTH OF VIRGINIA j MY COf$MI-I PIRES - W_ W f t CC Cl W S U) JOB NO. 182157 SCALE N/A SHEET NO. iA EXISTING I PLAN SHEET (MATCHLINE A) R/W LINE I I SCALE=So'h Y mve i ,ft _ . i�-l'I1 - ' -EsmL �B.424 P.2]9 _ 9 "ISEE TH l.r-. 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BETTY LEE PROPERTIES, LLC J TMP 90H-I TMP 90H 21 - INvsi _ 4u ,_ _ v v v k� DB.4195 P.182 w w 1 - - -- _ _ ,In \ ■i QA D.B. 976.P, 474, 477 PLAT Of fr l Phone-� D.B. 928 P. 237 PLAT f - J - - _ - ZONE INDUSTRIAL _ _ _ RIAL J - � r � - � o -� INVIAI r � ' LIGHT INDU P 90H-20-------- `'. - - -1 - — - ---- - — _ TMP90H-H -- --- -- - _�-- � __ 11 v � <� - _am-=-_ ---'-cam`- �'1� ,. TM -------- -+ ---- STING MANAGED _ -- /... SLOPES(T P.)__ _ SDMH i __ - EXISTING p T - -I -I 'I TMP 18 i` \ _ I TI 5e31 z _ Y _ I _ TMP 90H 19 _ --{\_ I -� .D �S \\�\\\— — _ Amy --- --____ - -- -- a:_ �0 Lt 9 w O II TMP90H-17 -- <v �--------___ - v a 01 O I - n'\ , O _t- O Z �' I W.. 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OR \ I I I / \ " "- .- _ �. �" - _ _ _ _ , --I\ - ZONE: LIGHT INDUSTRIAL _ 0) " J LISAA. ,I oE�- - - / r 0 13 _13 -' D.B. 1149 P.-133 r ,.� -- i. \ ---_� - --�a6 (0 �' _ ----- --------- _ --=--- --- ---- -- ----- = --- ---------- ---------- --- I� D.B. 629 P. 616 PLAT Imo' I.'ll'' '---". - x 1A m o o O % --- ,56si -- � TMP 90H 13 r--------- D.B. 554 P. 441 PLAT ,-- _ TMP90H-64 \ T 90 0 = I-''cu,'' ------------ M -\ ZONE: R1 RESIDENTIAL I i -- - y�y W tam - - - - - - - - _ _ - - - { - _ _ I _ o go. r --_ i'o�,' ,' , \V A✓ Li, __---_ _ _ _-_ _--___- N TMP"90H 12 �� -- TMP 1 v -_';' � �5'� - -- - - -- --- - -- _ ---- __- 1 - OH-� I - ' - TMP 9DH 65 -- - _-- - i _ H1 � ' TMP 90 27B + -- \ % ----- CV STEVEN W. AND BETTY T-MP 90H-66 - - _TMP-90H-J - - - / W � TEA \ ----- C.JOHNSON - goy ----- TMP9OH-9 - // ' ' - ,- D.B. '(026 P. 715 �,-, _ ___- ,` D.B, 629 P. 616 PLAT -- - - -- -' — _ e TMP90tt?O1 9DH=A TO / // N -ZONE: R1 RESIDENTIAL ----- noble home 90H-K, &901 -1 TO 90H-100 -- -- ss / ij ' -- - ----- - ------ Q � / TMP 90H-67 MARTIN COMPANIES LLC TMP 9OH-8 STANL _ EXISTING LE ---- ' EYDB 4571 �P 42i ' \I � r7 > - --- ---- / - � ,' EXISTING - _ I TMP 90H 7 e - , TREELINE (TYP.) REMOVES MOBILE I / D.B. 205, P. 22 PLAT __I-- / - TMP90H-75 —'--. ETO - ". _. i. � - --\\ ------ ----' OM\ Bi I I I\ HWPB1,'P. 35 PLAT - F I O TMP 90.35V H ' I TMP 90H-6 - ' H W P B 4, P 146 PLAT / = RONAYNE, LLC J 90H-68 _ _ ! ZONE: NMD _ @ D.B. 4719 P. 402 ---- - i - 7 z y TMP I t I 1{ \ - - v / EXISTING OVERHEAD v -- ' D.B.S"440 P 48 PLAT \ EXISTING SHEDS POWERLINE AND POLES TMP' ' D.$ LIGHT P 1 D PLAT T414P 9OH 7 \ \ 9OH-5 - < � � ZONE: LICHT INDUSTRIAL \ TORE REMOVED TO BE REMOVED ,' / 4 _ I TMP90H-69 ---- / TMP 9OH4 l , -- v TMP 90H-73 `v 9.5'x8.4' 13.8'x15.5' metal Metal TMP 90H-3 t TullPiye` V, p goom�' > O F- W L9Lill F- ----- ® J Q z O Ena937 I TMP90H-70 \� - -- shed shed grvel UDC Ole TMP 9OH-2 ♦ sas = J TMP 9OH-72 M 1 r \\ U z T T P u I TMP 7A , , TMP 90H-71 90H ,A Y J ' - LE AND ' - a - - W MINNI LE BEST' TMP 90H-E I i -"_ _ -- J �� _ t Stor —1 --- - �_ H� _ D B. � ATE I ! `\ \ \ \ \ \ _ / Frame &Rock , X " D.B. 28 .453� i m - ___- __--_ - /� dlvLb �e i EXISTING STRUCTURE `� D. . 0 .264 P TMP 0 27 u , -/ - TO BE REMOVED \Y, sss - w _ EXISTING STRUCTURE \ -- - � TO BE REMOVED � � " Z N _R1 \I LOT 1A ----- --- EXISTING GRAVEL T " P 0-26 I RES D NTIAL I ROGER SCHICKEDANTZ --- - _ - _ _ --- - "_ pRIVEWAY TO BE SH- LU B.. N PLED J I D.B. 1244. P. 461 / , _ - rREMOVED r D.B. 629 P. 616 PLAT Co -i -i lUj _ _ _' 1 -- D.B. 530 P. 164.. PLAT O _--- s-. _ e5' i (-� _ -I I 0 -a 0 13 --I _ z„ � _0 ti_- -0 -0 o' g `v DZON 581 ESIDENTI. ZONE R1 RESIDENTIAL to a.. '9 � '1 -Q -p ��. _-�__ to CD -CD � - I'. G) O co �. w co o -� O �. o �� O_�_. O o -� O-�.._co �. w. O� O O - - EXISTING - -EXISTING ACSA zo' o O o 0 0, o -o- O o o 0 0 0 -o--o- �-- - 1 -UTILITY POLES SANITARY SEWER EXISTING UTILITY POLES ? 'I ? 'S ? I I - " M Z 2 - _I ?_ �- -I- , _ ? I ? � _ Z_ I EXISTING MANAGED . EASEMENT ---'- -- _ O _ - - \ ES w w ao w o� W t w o io m to-T--1_to_ ca zcsr � � SLOPES TO /) i TO REMAIN a In 0) v o W o N, W A cn - M -4 00 co p I . , MP 90H 1'� AI D.B.53z8, PG.7o6 V i VDH. ss'. I�-- --�_I __� �_L�--�_�J - __�.=J- T 101 REMAIN —� Ill', EXISTING VAR. WIDTH PUBLIC GRAPHIC SCALE _ L __ - - _ R V MOH, NOTE: EXISTING OVERHEAD - - 2 - - _=s DRAINAGE'rD B.5328, PG. ENT uJ ---_-- GRAVEL R r ------ 5o a 25: 5o too 200 .wn- �.___ a --- AD LINES TO BE - --- ------aros-_ LIMITS OF PAVEMENT �- � � `I �. _ _ DRIVE E M« TMP 9,OH-F -o - -__ ssess 4eELms �, ` EXISTING RELOCATED UNDERGROUND ANDTHE EXISTING UTILITY POLES REPLACEMENT/ ./ D --_ _ , - - EXISTING DRAINAGE _ INV IN±55o.14 -- _ - °HE�r� ' ASPHA _ r.. gproxrmale - - - D POLES WILL BE REMOVED o°' TO BE REMOVED - -PAVEMENT OVERLAY FOR - - - - `-- _ BENCHMARKI3 I''G sses4 _ i - CH RL TTE V IS 25' 85L ; ' REMOVED - & --N USE-SIRINE -- -- ,/ Pole.;' EXISTING EDGE r-------"------ - - - - -- --- -------- - ,STRUCTURE TO BE Vcu;. FULLOFDEBRIS - r _ ,,r- oe.2zlP.ao-- _____---r-- ----- ,-- SOUTHBOUNDLANE-_ -----" ---- - - _ _--_-_'N FEET ) \ DRIVE- � ' � ---'-\ Va Publ¢ Service smt. - ROADSIDE DITCH PAVEMENT OF ' I - - EE - � � F'tie�eu _ ATK)B 105 ( IN Ir � E _15" CMP OBEO"rv_ \\i 1 a _ _ N 38829 3.340 1NV IN_--. �e,rF etms__ Ee x 1 inch 50. fL. - <>� Pole - ----- - ------------- ----- -----------ire. IPbane_ '------ --- ---- -- ---_-'------- -- ^i°_ Flec.&Pnore J _ E11482334.6$3 EXISTING CURBING _ I �>-� ��,� _____ _.__ __ _� __ __ , ��,E EVATION 52Z o_--CD _ I CD -BE REMOVED- _-_ Eec. one ' LU N O / "-_ - - _ _ 09°j' - - Foie - OiEL:p - nnE- - _ Iri 2 4T �\ - 0 . C3 by W SIGN, In I L / r i 22.5E rEt eEo ��-_� �� H) -- - `or♦r o"ry OLa 56 '8\7 0\ ---- --_ - ! _ - -. - - - _. - _.. -_Ln - � MAIL°B`SX o o ° � v - � \ / U.S. RT20 80' SCOTTSVILLE ROAD 55 MPH) _ �Ra �-_ oo SIG ° HWPB.1 PG.354 Mr L m P ni',_ 1V OUT ±5 � � r<< �—__ / o"r olrry A� MAILBOX �. o � MAILB X < - - __ _ � _ _ _ _iXISTING _ _. _ _ _ - _ _ _ _ _ _�`--�—. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ JLL OF BRIS mm , _� ' _ - _ or. S f _ - _ _ _ _ _ _ _ -_ _ _ s;e - _ _ _-/_kv �_ _ _ _ _ - _ _ _ _ _ - _ �_- one _ _r w r / FULL OF D RIS o"ro ur - __ _ - - _ f - ON MAILBOX - _ _MA1LB0 - - -rf`, o"ro"7r, W 1- TIMBER w, ,- _�- z' _ __ - - ERH D - ''------- _ _ _ -- - W sV LINES TO BE Fel% PhTli - - FlI: -iV_ / UT - ____-_-__ _ - .__ MAILBOX -----------_-- _ _ - - a (!) / - _ _ r- - --y-----RELOCATED_.-�$° / M i0� 'c _ �- --- IT P90-2 E 'c 'd, <. � � \ 'arI /Vll 7groximote ---_------ —_ r.'-o--=a. _'-_— - - - ------ - ---- --- J14;, .;,,-. --_--- _ JOB NO. 0 0 P _ _ ip�7�/ E DIE LEE D ' I 2 Ian Ii EXISTING LANES `. \ \ \ MOH. Vo Public Service F:;rr; t. ; Aprox 10' VEPCO Esmt. `DH. / -� ----- - --___ -�I \ - EXISTING DRAINAGE �`� _s7o_ -- 1pL157 �< \\ \\ I \ D,5,221 P.3D'� D.6.462 P.116 MON I MILIFE LEE R E T I - 1 D I P 90 21 T' m II g _ TO REMAIN ] v EXISTING DRAINAGE STRUCTURETO BE -- - JERRY LEE AND 90-21 F' I - 11 n II TMP 90-21 H - .!� % \, LIMITS OF PAVEMENT ' STRUCTURES AND _ TMP 90-21 H --"'. l-- — �I_REMOVED _ - _ _ _ SCALE D.D.B. B257P. 367 PLAT Imo I I STDE HEN 6 P E RY WILBURi R. AND EVA IM.. - i,.TMP 90-19 I ''` DOROTHY B. HUNT - --- _ `, ', REPLACEMENT FOR DOROTHY B. HUNT o<. _ _ - --- __ 1 = O \ CULVERTS TO BE ,ecens'- " ' DE `n \ a D.B. 3289 P. 68, 71 PLAT I 37?7e _ _____________ - - - '_ 5 I .8.3767 P. 332 I SHIFFLETT I I \ NEW DRAINAGE PIPE REMOVED o - o \ - _ - _- ZONE: RURAL I D.B. 6, 3 Pl AT JULIAN P. BATTEN, JR r < Q.B. 3289 P. 68, 71 PLAT m= q \ D.B. 1717 P. 31 z<��- - -ten- - na- _ _ D.B 325 P. 367 PLA i D.B.I 34 P. 718,720JP AT I r 3 D.B. 1717 P. 33 / ! D,B, 1717 P.31 v '"m�E"o I o. \\ _ -- - - -. - o- SHEET NO. _- s ZOIl U L I 19 - �-x , D.B. 1350 P. 226, 227 PLAT vo -- � _ -- - -- - p°o'-� _ D.B. 1350 P. 226 227 PLAT r D.B. 1350 P. 226, 227 PLAT \ y�o\ \ CROSSING / ------ ---- - - -----�1--` ------ , / ZONE: RURAL oa 11 mA `y ZONE: RURAL 2 I n ZONE:RURAL I ZONE: RURAL El I I I I I TMP 90-26 STEVE N LEV INE AN D SHAWNNA PLEDGER D.B.2197 P.388 D.B.1658 P.588,590 PLAT I I I II I T--- I II I , 0, 27A EDDI D iMIFNNIL. EST .B. 8 lip. 453 ID DGA21 AT I I E�DpI )LEE i AND I MINN E LEE BEST LIFE ESTATE ' IS MINN P.2 PWI I I I I I I I El D AR�FN /LANDSCAPED III Aprox. Location BUFFERAREA OPEN SPACE C_ 0 Vo telephone El Telligaph Company r (0.54 ACRES) - Elaml 93a2a P.279 - - TMP 90-33 /' /- e / / / ,o �ovol �C Pi II I JEANNETTE D.SMITH �- / / � � PORCH vovw LOT LOT LOT III D.B. 4254, PG.118 LOT �./ .- �% / - \' LOT G 29 I / 00� 6 L32 L 1 zaOT c+i o / OVA �C • ,' �� ' a - .' OT 3 r I ;LOCK E - -_' AppVa L000lion 1.'�7 AC �' vo LOT 3 , 20' telepphone cslr - F iele0mph Company Esmt .B.424 P.279 = - LOT - '-"s' LOT PORCH LOT LOT vpvcN LOT \ 3 �✓ / n 42 LOT,. G1 40 39 /AMENITY REA r � � I m PARK \'\\` ENTRANC �] r /' /r•/ d`ti .��" -__ f. - 1:'J. \ ,¢�JP<\� LOT II Ywk _ DRIVE m CO OP /'•<" -a P - , - I R � -- - O 5 - ED - V AR W I •" 3 a ' r,' / / ID7H PUBLIC ST u - x I LOT43 U 12 ,s I ' LA r RARED LOT r III 4 MIC AREA 44 FORROHT OF W�dv�EDICATION LOT 46 LOT - LOT 1TE7421MPROVEMENTS 47 48 LOT%,�\\\\ j BLOCK CT / I 49 OPEN SPACEI\\\\ 1,47 AC (0.21 ACRES) I \ OPEN SPACE _I (0.83 ACRES) % I / ' _ T I I AMENITY AREA: M3 GREENWAV PARK - --__ 10.75 AGE I SEE LANDSCAPING PLAN \ \ I wx+s voace voxcH I PoreEH voea \�`; I FOR DESIGN OF GREENWAV PARK \ \ ,o*�s 'o voxcH LOT LOT LOT 1 ,,�.,6' Pp¢cN POncr OT LOT D \\I \ eoacH LOT I I 'I T 54 53 LOT 56 I 55 6 I 10, I R LOT 59 I v 60 LOT C 61 \ k TMP 90-27B STEVEN W. AND BETTY C.:JOHNSON D.B. 1026 P. 715 D.B. 629 P. 616 PLAT - MAIL OX� . SIGN MAILBOX LLio' JTMJ]4T DB 28is P_ Hs � i i i i U i I I OPEN SPACE (0.30 ACRES) TMP 90-27 LOT 1A DGER SCHICKEDANTZ D.B. 1244 P. 461 U.B. 629 P. 616 PLAT D.B. 530 P. 164 PLAT TMP 90-27 LOT 1A ROGER SCHICKEDANTZ D.B. 1244 P. 461 D.B. 629 P. 616 PLAT O.B. 530 P. 164 PLAT ,OP N SPACED \ \ \\\ 2 L ' (0.183 ACRES) LOT I r, d BLOCK C 3.39 AC LOT I 1�• AMENITY AREAq4 2 S L DOG PARK .LOT I 1 EE`lANDSCAPING P4A 4 L FOR DE1tGff_OF \,A DOG PARK LOT w w Of �q L. --- to HI �\ F ¢ 5 LOT r IL >I 22 CI v� B ��i II LOT r I"I a ``2,\ LOT r - v � �' Q, r) 19 L I'I GAe�E 'I. i`I LOT i 16 ---------- L I r LOT y - WAY 1 r 62 '. e' LYOAutSTREET q PROPOSED 49 u6 63 li LOT LOT �V v A LOT v � LOT LOT 82 83 L I 64 _ / v � T LOT � So 81 / 79 - jl GORAGE - \ LOT _--___--- II LOT I oMw ' cq 78 65 ,, ' p9e -_� --- - r LOT 77 / / LOT LOT 66 i 76 y - - - -- I LOT I j �- 1 11 I 67 �I I� ---I I OPEN SPACEJ (1.00 ACRES) , II LOT B OCK D---------- - ---- ; I 'J I LOT - E/P. E/P ' 75 i I 6 AC - - �- �I 68 a' k GARAGE i I - F/C F/C mPr LOT , AMENITY AREA#1: fl �I GARnGE 4B' 74 COMMUNITY PARK f� LOT - RIWiR(W ! SEE LANDSCAPE PLAN FOR DESIGN .¢o Mw OF THE COMMUNITY PARK 71 n Ir� LOT 11 - LOT - 73 II 7c -- II i LOT I 72 / LOT II 71 ' I I u � --�-' - 15 LANE - -' '' ------'4n _ER-- _ _BWYN w LL tt PROPOSED VAR, WIDTH PRIVATE STREET EASEMENT = �. i III II i I I I 1 z L_J L J L-J L-L o�oJ L J T < b I - I I L_J L-J L-J L-JL_J I I i oL L-J L-J L-L t r SLOT < s SLOT I LOT LOT LOT LOT LOT :,. LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT I 84 85 86 87 88 89 90 91 92 93 94 95 96 97 g8 99 100 ' R /C _ _- _ - AMENITY AREAg2. LINEAR PARK OPEN SPACE F SEE LANDSCAPE PLAN (0.63 ACRES)-- ' FOR DESIGN OF THE LINEAR PARK _ 1.35 AC ,I -------------- pISTANCE 665 srt,Ta-c -_ --_ -- - I , TMP 91-19 D 8 17 P. BATTEN, JR. 1 0 B. 1390 P. 226, 227 PLAT II CSIGN I ITMP 90-21H I DOROTHY B. HUP I D.B. 3289 P. BB,1 I D.B. R17 P. 31 M& 1350 P. 226, i ,r LOT GAR GE + II z� LOT Ir �3 L F/C"FIC II 1z L I 'I 1 , L ij I I �.. LOT GAR/IIF GE ja x i LOT r ¢. II '13 i� 11 LOT r 11 It III LOT r w m 7 L LIB it I r '< w > LOT 6 Z, I - =1� II n I _-..._ 11 OT GAR Gs o e , iI'll il(Ty I 3 L I I LOT GA ce - � o I 2 tr .) ss zoLN t j R/W,RJV LOT j U 2- 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 I ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. @ REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 23'-6". 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LES. 6. 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. 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 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. T 90 ANGHo INDS, NGS,LLC I ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR.. D.B. 1Dz P. 716 I O.B. 657 P. 34 PLAT I io- THE ASTERISK (*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. ii. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (i) CAR GARAGE. THE MINIMUM SIZE OF THE GARAGE SHALL BE 12' X 20'. 12. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, i985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 24. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BYTHE HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS OPEN SPACEB � WITHIN THE NEIGHBORHOOD, 2 ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE (0.09 ACRES) I EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. i6. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEET iA. 17. EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7. 3.8. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. I 29. ALL PRIVATE YARD DRAINS SHALL HAVE A io' PRIVATE DRAINAGE EASEMENT. NN�S -10 pg' I 20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE OPEN SPACE E COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OFTHE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 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. RECORDATION INFORMATION: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK 5382, PG. 138-192. 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 2oi9-ooi58. TMP 90-35 THE INFORMATION SHOWN ON THESE (2) UTILITY DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 PLANS IS CONSISTENT WITH THE ROAD AND UTILITY D.B. 657 P. 234 PLAT _ _ PLANS FOR THE PROJECT. ----- °� 7 /e�°` Q�N A�3 og. TMP 90-35V RONAYNE LLD D.B. 4719 P. 402 D.B. 4473 P.48 PLAT D.B.440 P.198 PLAT NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE SPRING HILL ROAD PLANS - SUB 201-ooi 8. THESE 9 5 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. ROUTE 20 RIGHT-OF-WAY DEED OF DEDICATION - D.B. 5388,PG.742 DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED OF DEDICATION - D.B. 5382, PG- i38-178 PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT DEED OF DEDICATION - D.B. 5382, PG, 644-648 PUBLIC STORMWATER MANAGEMENT MAINTENANCE AND ACCESS EASEMENT DEED OF DEDICATION - D.B- 5283, PG. 654-659 PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION - D.B.. 5382, PG 674-68o GRAPHIC SCALE BENCH MARKS CHARLOTTESVILLE GIB ROUSE-SIRINE STATION is' N 3882993.340 E 11482334.683 ELEVATION 527.7, ( IN I inch ft. IF d^ _tee •- � U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) �.. "= --- -- SIGHTpISigNCF_66 - �'- HWP6.1 PG.354 �► y s I 1 L - 1 I I I ' 9L w BERWYNLANE _ w PROPOSED VAR. WIDTH b m F PRIVATE STREET EASEMENT'^ I P- 9 O > I. I • I I _ II I -- -- I I-- I BLOCK A OPEN SPACE A / 0.56 AC (0.06 ACRES) RIGHT OF WAY DEDICATION FOR ROUTE 20 IMPROVEMENTS - ----- --- MAILBOX � _-- -" MAILBOX - - I MAILBOX ------____ �-_- _-- ------------------ _____I _ \ \\ TMP 90-21H 1 ----_-r___ OB.3 9YP .68UNT,71 \ PLAT D.B. 1717 P.31 f D.B. 1350 P. 226, 227 PLAT No. 35791 n 10/27/204 ZONAL V i w w V/ V yO Z 0 a z z F Z:) 0 Z:) 0` O m U U U Ur)a w ¢ w i ¢ F /rHALLJ V/ J w � w H Z o Do DO ; >m z _J ¢ W ' W oC W w W 1 1 w �/ L ce Ii u1 0 O O O O N N N N N N O O Q N N N Do M n N 10 00 3) O O W CL En JOB NO. 182157 SCALE III =301 SHEET NO.. 3 LOT NUMBER 1OTAREA(SF) SUILDABLEAREA (SF) LOT NUMBER LOTAREA(SF) BUIDABLEAREA ($F) 1 2,296 1,525 51 1,858 1,528 2 1,552 1,251 52 1,848 1,518 3 1,209 968 53 1,859 1,529 4 1,191 951 54 1,888 1,558 5 2,064 1,353 55 2,510 1,703 6 2,017 1,308 56 2,683 1,835 7 1 1,402 1,101 57 1,935 1,604 8 1,104 864 58 1,920 1,590 9 1,089 849 59 1,934 1,612 10 1,838 1,169 60 2,775 1,891 11 1,815 1,146 61 4,620 3,456 12 1,321 1,014 62 3,441 2,960 13 1,060 827 63 4,406 3,327 14 1,061 821 64 4,483 3,191 15 2,024 1,186 65 3,501 2,825 16 2,075 1,249 66 3,230 2,545 17 1,319 1,040 67 3,681 2,491 18 1,055 832 68 3,673 2,478 19 1,319 1,040 69 3,102 2,408 20 1,055 832 70 3,110 2,412 21 1,445 1,040 71 4, 1z4 z,788 22 1,878 1,092 72 4,338 3,284 23 1,878 1,092 73 3,127 2,647 24 1,445 1,040 74 3,112 2,632 25 1,156 832 75 4,987 3,837 26 1,156 832 76 4,984 3,898 27 1,445 1,040 77 3,296 2,815 28 1,987 11170 78 3,319 2,837 29 2,107 1,371 79 4,494 3,493 30 1,700 1,356 80 4,489 3,426 31 1,739 1,408 81 3,187 2,697 32 1,794 1,462 82 3,197 2,725 33 2,663 1,799 83 4,445 2,993 34 2,793 1,882 84 2,007 11300 35 1,707 1,376 85 1,193 953 36 1,671 1,341 86 1,194 954 37 1,682 1,352 87 1,494 1,194 38 2,844 1,979 88 1 1,496 1,196 39 2,947 2,081 89 1,979 1,283 40 1,743 1,412 90 1,969 1,275 41 1,709 1,379 91 1,201 967 42 2,190 1,498 92 1,202 962 43 4,726 3,606 93 1,504 1,204 44 3,259 2,781 94 1,976 1,281 45 4,649 3,538 95 1,980 1,278 46 3,744 2,755 96 1,510 1,210 47 3,093 2,613 97 1,209 969 48 3,117 2,636 98 1,210 970 49 3,656 2,694 99 1,514 1,214 50 2,523 1,717 100 1,954 1,- I I I I IL,JI / J ~� I PORCH PORCH PORCH PORCH l - - - - `- - PROPOSED 22 I 1ok16' \CLn ` v nlll LOT 'FRONT v GRAPHIC SCALE HVAC UNIT (TYP.) \ xs6' 1 1oxi6 poRCH LOT 1 pj,TH p°R ao 2 5 5 \ \ I 0 * SETB�9 m_ .I 30 o s 3o so zo �Y a2 oxzsN \ p°RCN II poRCH LOT LOT LOT LOT O 1 PROPOSED 6'-11 18 r w/ HANDRAILS -SEE GRADING SHEETS FOR 4 eox'CN u PLANTING STRIP O PROPOSED SEGME GRADING RETAINING WALL ' P°R LOT S6 °o' S5 °D TC I LIN A - S E S SEET II a0 NI (ry QI! ` "I o' I � 1\ \ \\ LOT GARAGE FINAL WALL HEIGHTS AND DIMENSIONS (TYP.). j ° 16 6 LOT LOT 54 5 5 �, �7 w I ° N FEET )SCOTT R. LINS 4 III _ �y 1 inch M 11.. �- �0 1 ,X I \ 1Yxzo' MIN. I m _ Z w cN o <pl PROPOSED \ SPE_EpLIMITSIGN NO PARKING U N°. 35791 a i s6 x CN LOT 1 I >I AND MAINTENANCE EASEMENT NDSCAPE I NO PARKING �' ' � 9 yox \ POR - \ I II N � OT 8 n - - LOT 16 SIGN (TYP) 10/27/20 LL OPEN SPACE H p°R 3 SIGN (TYP) 4 0 4 j I -' 'D+ \ 6' \1 11 Z "'I --I t\ k 1 rvl oli c� I m I (0.83 ACRES) o 'R LOT m 59 \ \ '� 1 II__ LL STREET PT:iS+zo:45 II ry '-PROPOSED GUARDRAIL �'' Gti ' z w \ ( ON _ _ CK - STOP SIGN (TYP.) L I s70NAL E� w ► - z8' SIGN (TYP)\ \ L Z I 60 _ 22• z IMITS OF PUBLIC ROAD R/W PROPOSED 8' WIDTH z wi 2 - \ --__- '� LOT `Oa o, \\ o. y\ iz \ z6 _ _ _ -, f \ �3 41 y9 ANDSCAPING AND z aZ 61\\ ZJ _ 4 a w I- `,< o MAINTENANCE EASEMENT N C .\, - , - - PROPOSED y +50 16+oo CPC: i5+49.66 _ 17+50 0+" TRANSITION FROM CG-6 CURB J m I �C " n :',. i5+oo C(TYP) PROPOSED STOP �� 30' YO LA W Y N TO ROLL -FACE CURBING I o0 �F, ✓ _ 3o PRIVATE STR ET �y LOT 14 OL W Y-e 512'R 16+ o \ 17+00 2� PROPOSED I o �- + °L STRE ) I 62 - BAR (TYP. 5 EASEMENT A CG-z (TYP) - n I off, ti goo �pUBLIC ET J: �'11 , 4' 42' z Sr - - - - - - - z F- `o + PROPOSED WALL MAINTENANCE EASEMENT ^�` 16 mac' amo STREET SIGN (TYP) LOT • ,,, .. - , .3z' _ �,_ -__ I-; :I � � � y E g_ -- ._ _ 3z -- - a o (ry DB.5g8z, PG.138 1gz z p p ? CG-12 (TYP.) L / - _ .LOT GARAGE .I I 63 10�, y`b '1 -� 2 - i8 I 1 'I I m H H U U (PROPOSED 3' DECORATIVE WALL �Q ° 2z_ _ - - - d I o b { 15 O w w Ln _ - STOP SIGN (TYP.) h ax'xzo' MIN. q PROPOSED 8' WIDTH (NOTE: WALLS YIN HEIGHT OR LESS DO y3*� - 2_i_ (TYP. I + g o z z N NOT REQUIRE RETAINING WALL PLANS) G R h I{ I• X > - T: ry PT:16+o0-' 66, (III ANDSCAPINGAND O O u ov ov x / _ _ 9 i PROPOSED S ti / g_ n I z ' o. LOT* I PC:14+o3.7o MAINTENANCE EASEMENT cz C1 z u (D m �� i ! �'� \ 6'LANDSCAPEAND m I E/P E/P 4 L i t 3 1 TMP 90-35 z Z Z HVAC UNIT P. PROPOSED 6 PROPOSED 6' z V o' PRIVATE Z O ¢ z z �i PLANTING STRIP /y 5ti' , PLANTING STRIP DB 138 NPG�3 EASEMENTo j I �I, LOT 66 ( y81 �I I ALLEY EASEMENT DUANE E.DABD ROOPW �92 M. SNO =0 70 0 Ln En o - -- _ --- �� / k - DB. 8z PG-1 8-1 z O U m N I I - - 3 9 D.B. 657 P. 234 PLAT v -- - -PEA o cy PROPOSED ° z ' 13 �` MIN:) S3 m w w w o 0 6' LANDSCAPE AND b x o / P \ 5' LOT LOT _ _ - _ _ - �"� r'1 >° ✓ .' T'+ hg9c CONCRETE SIDEWALK oo FK F/C b NOTE: RETAINING WALLS SHALL - w ¢ ¢ 4 Q o MAINTENANCE EASEMENT �a, J F $2 66' 3 8 I LOT i Lu REQUIRE BUILDING PERMITS v' z w w U z z Y ! M DB. sz P s-1y' _ / �, \ \ LOT LOT 3 I 53 , ti 6'LANDSCAPEAND o H o m m o LOT j I L Q o PROPOSED > m oc z co s NO PARKING: LOT 80 81 MAINTENANCE EASEMENT + + 12 \ m z Q Q w I / 64 p • ,' SIGN (TYP) P DB. 82. PG 8-1 2. I PROPOSED SEGMENTED RETAINING WALLS / o / o --53 3 9ct 79 PROPOSED VAR. WIDTH I I N LOT r ? w/ HANDRAILS- SEE GRADING SHEETS FOR W a w w u I 1O �. - NO PARKING 66 m ~'I HVAC UNIT (TYP.) FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) w w o GARAGE k LOT ' 0 �03 MAINTENANCE EASEMENT I SIGN (TYP) 11 ry ! PT:14+61.31 to n w N p ANDSCAPING AND L > > to O 00 0 4 7' / N ry ,I LOT rvR.) ro uj zo'MIN. y c 78 �' ti�32' 3. 942 1 J d w z z j 6 r vp 1 _ - 66' TRANSITION FROM ROLL -FACE °� o o 5 / '5 SIDE SETBACK CURBING TO CG-6 CURB AT - m cn ! I id WALL MAIN TENANCE EASEMENT/. �o� J t• LOT z io ---- - - - DRAINAGE INLET IN THIS LOCATION > > ° / PROPOSED ti w w j '2 �-' _ ._ o ,,, 6' MIN. TRANSITION LENGTH ac � H PG igz / / ` 77 (gP' / HVAC UNIT (TYP.) _ _ - o - LOT GARAGE ^ ( ) ry O Do io5' PROPOSED 6' y� 'zry - --- ' + x rvl 10 (Tr ') + SIGHTDISTANCE=i7o' N' l7 a 1z'xzo' MIN. LOT PLANTING STRIP LOT o� _ _ �I L ' NO PARKING NOTE: RETAINING WALLS SHALL REQUIRE i1 1 -� W I ^ .� o 66 /. 76 PROPOSED Ih �1 LOT fib N °o; SIGN (TYP) BUILDING PERMITS. ALL PROPOSED a 1 SWM FACILITY ' h 9 * L El -IEp' DAMONDPRORETAINING LCOLOR JAM SRIV RLS SHALL BE R' i H 1 N VAR. WIDTH LANDSCAPE \ /*' - _ _ ,_._• .- d a jz 69, `o g8' AND MAINTENANCE EASEMENT V is - = , _ _ LOT V� Im OI io �I PROPOSED GUARDRAIL I PROPOSED 55382, P-iga�' / NOTE: RETAINING WALLS SHALL - �' i PROPOSED t ti I, o Cl NOTE: PROPOSED HVAC UNITS SHALL BE ! n I 6 �7 FS __� i " of $ * 70�� 3 w 0 0 0 0 0 LOT - LOT <_ of CONC ETESIDEWALK �° PROPOSED 5 h I NI ¢ o N N N rn^ E p �' REQUIRE BUILDING PERMITS CONCRETE SIDEWALK. o 4 7 PG a+6 I e�cK PROPOSED SEGMENTED RETAINING WALL TOT LOT AREA N ROLL -FACE CURBING o m CD N � o 0 ENCLOSED WITH A WOODEN FENCE o SIMILAR TO THE 6 FENCE ALONG THE I_ - - 4 57 - _� _ 7 wl HANDRAILS - SEE GRADING SHEETS FOR SEE SHEET 15 \ PROPOSE 7 ~ " FOR DRIVEWAY ACCESS O m ° SOUTHERN PROPERTY LINE. N - - r ry - I i FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) D 6' y L w- - _ O1 PROPOSED VAR.. WIDTH LANDSCAPE PLANTING STRIP / - --� `^ 1 co �, j PROPOSED a �I �� --- __ =__97 �' © I AND MAWTENANCEEASEMENT /-+ �" /j L1J I 1� I LOT 7i � I� I' I - � m - - LOT "i OposB OIL K D -._,_. _ �" 6 :o_N CG-2 (TYP) FIR .� p LL oo L9 �l LOT E/PEP e° - - - 7S TOT LOT AREA 3 z3o S ORT SIGHT ./ a Qbb } orq ----- Viz. ---------I I M z h ^ _ z ' GARAGE / _ • -'OF ,'•. � _ _ _ _ _ _ _ - O m / 97' DISTANCE EASEMENT H _ TMP 90-27B Q I 68 M F/C F/C �2'(TYP.) o MIN. LOT $el AMENITY AREA #1: COURT FG-13.8-a92 �� d o�ol o N - �- - - r m o ti o Z 5 U O I N STEVEN W. AND BETTY C. JOHNSON K 97 __ m vl N OPEN SPACE J PROPOSED qN a LOT GAR GE a N M 3 D.B. 1026 P. 715 ^ GARAGE( 4 ¢ COMMUNITY PARK o Q N n ) �I R/VV R 74 F1 EE LANDSCAPE PLAN FOR DESIGN (1.00 ACRES) GAZEBO ir~ Q V (ry J CSC N D.B. 629 P. 616 PLAT Z p. a- 4 I M 5 LOT mL u C� I 1z'xzo'IMI TRANSITION FROM ROLL -FACE (V a = Q i2'x2o' MIN F ry o 97 OF THE COMMUNITY PARK n CURBING TOCG-6CURB AT of 69 w lm -- a AND SHEET IS FOR DESIGN OF ql 9' �� LOT 74' DRAINAGE INLET IN THIS LOCATION m PROPOSED 6' WOODEN PRIVACY FENCE TO BE j F N wl FIRE PIT T }L °, > CONSTRUCTED ALONG THE PROPERTY LINE ZI s1 I RECREATIONAL AMENITIES AREA (YP. 4 * z .5 'MIN. TRANSITION LENGTH) o O M -0 ACTIVE RECREATIONAL - I 8 SEE DETAIL ON SHEET io I I 97' - LOT �I GRA55 ATHLETE FIELD 33 45 75' B/O-B/ PROPOSED o W ry PROPOSED - LOT • ROUTE zo RIGHT-OF-WAY DEED OF - CV I ^'� 3 N HVAC UNIT (TYP.) D.B. 88 PG.742 O m LOT u:l 73 CG-6 (TYP) * �L I. o • DECLARATION OF PROTECTIVE COVENANTS O7 m PROPOSED LOCATION OF MAILBOX KIOSK 1 C6 I 70 : fM __\ I - -- 98 _ FOR CENTRAL MAILBOX LOCATION Ir I 76" - CONDITIONS RESTRICTIONS, AND EASEMENTS DEED 04 m STREET NO PARKING of LOT GA GE a _ -; OF DEDICATION - D.B.5382, PG. 138-178 CV o PROPOSED PROPOSED 6' SIGN (TYP) ry ) `,°+ % ° �0, • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT a zo' LANDSCAPING AND j' LOT SIGN (TYP) ( N OF 0 97, STREET NO PARKING HVAC CONCRETE SIDEWALK I/ I 2 1z'x2o'IMIN. PUEDCSTOR WATT MAND.BAGEMENTMAI T Q MAINTENANCE EASEMENTTO BE _ I I � SIGN (TYP) 72 SIGN (TYP) PROPOSED l� �' I AS ME T PUBLIC STORMWATER MANAGEMENT MAINTENANCE > a PROVIDED FOR PERIMETER - + in PROPOSED 79' r STOP o �� CG-i2 (TYP.) I/ ,�� ! A 8D PGC 654--659 EMENT DEED OF DEDICATION - D.B. LU M LANDSCAPING BUFFER SIGN (TYP.) PROPOSED 5' CG-6 (TYP) SPEED LIMIT SIG LOT 5 3, LLJ DB. 8z PG.1 8-i z I _ LOT TRANSITION FROM CG-6 CURB LANDSCAPING 53 i 3 9 I CONCRETE SIDEWALK !. oo PUBLICDRAG674-6ASEMENTDEEDOFDED(CATION -i o 40 5' w a o -- - - m m PCC. ° ' '` 1 L ry . TO ROLL -FACE CURBING D.B. 5382, PG 674-68o _j AND MAINTENANCE EASEMENT I j 71 PROPOSED m do15 c.IMITS OF PUBLIC ROAD R/W : o° ° a8+82.8�---- o DB.538z, PG.138-192 I _ CG-1z(TYR) w - ------ g6' --- ---- + / 0 4 5 8 Z c OPEN SPACE G I l0 m + PT:i +62. O 5 _ O j--��----- �� --- _ 6' LANDSCAPE AND 9` F i6 Q w // , u ~ STOP OPEN SPACE E - ^ w p 0.10 ACRES I 7 ii - 0 V SIGN (TYP.) (0.02 ACRES) �, N m ( ) j -------____ MAINTENANCE EASEMENT (TYP:) (TYP.) > w a m m W a ' I - Dg.538z, PG.138-igz a vi ^ a SPEED LIMIT SIGN (n s ''10+ 0 a iy+ O V 0 � PROPOSED SIGHTDISTATVZE zz a a `J 3 PROPOSED VDOT STD, BARRICADE io+oo 5 011+00 5 127VAC z+5o 5 13+00- 13+50 w 14_00i 14+50 o y +00 0 1 + o o o -• w i r UNIT (TYP.) 3 5 5 5-+-L+- i - I-- -- ry - - a ° w W Z PROPOSED o _ry a ry STOP - - - PROPOSED GUARDRAIL J a i W LL BERWYN LANE o¢w F- HVACUNIT (TYP.) o ATE STREET EASEMENT SIGN (TYP.) I w Ln> w w Q J ----- _- - - - ' _ _ _3.>h �•�. --- - - - ___ . - R` - / __ 1-- 1--9 - t-- - - _ _-, I • w } �4 „ 9 O PARKING I I I 2 ' 16' 16' zo' zo` - z ' z6' 16` .6 2a' •z6' 26' zo' 26' 1fi' 20' 26'' *h / ` ..a TRON _ I 7 _ - -7 r - ^ - --I _ T ,- . _. I �yrn p� / - (Yp.) sIBERWYN L NE �? o 6' LANDSCAPE AND PROPOSED z3' z i6' PROPOSED 5' 16' Z y3 16 NO PARKING'. C °D VAR. WIDTH PRIVATE MAINTENANCE EASEMENT (TYP.) ETBAC CG-iz (TYP.) (TYP.) ' (TYP.) CONCRETE SIDEWALK (TYp� (TYP.) (TYP:) SIGN (TYP) ' I ° �9x45 89 - STREET EASEME T Y J DB.5382, PG.138-i j Z z DB.S382, PG.138 gz LLI J J PROPOSED 5' w -SPEED LIMIT SIGN w - w , - PROPOSED �� PROPOSED LIMITS OF PUBLIC ROAD R/N/ 20' LANDSCAPING E CONCRETE SIDEWALK - L J L J' ^ L - J L ^ ^ L _ J x IF r L ^ L J HVAC UNIT (TYP.) h P ��i , ° CG-6 (TYP) - STREET CONCREOPOSED 6 n in �¢ r n N N ( n ) - - - - AND MAINTENANCE EASEMENT o x ¢ TE SIDEWALK Il ^ l7 V N ry * * _ * - - - - - - - - - - - - - - - - TO BE PROVIDED FOR PERIMETER(( _ o f^ * ^ ^ * O CGI F/P , / SIGN (TYP) LANDSCAPING BUFFER I I LOT LOT LOT LOT LOT OT LOT LOT LOT LOT LOT LOT LOT*9654 o iPRoposED D6.5382, PG.13e-i9z III (D w LOT ��I LOT w LOT LOT + CG-12(TYP.) z TMP 90-27 I I 84 g5 86 8 88 89 I go 91 92 94 I W 96 97 98 100 ry NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-7 CURB THROUGH LLI CD 7 6' LANDSCAPE AND 93 p 95 99 F SIGHT BLOCK A THE 8' ASPHALT SHARED USE PATH AS NTERSECTION AND TIE-IN W �� w LOT 1A I j MAINTENANCE EASEMENT IT I� WALL MAINTENANCE EASEMENT /C DISTANCE EASEMENT PART OF THE LANDSCAPING PERMIT PAVEMENT - -- _ o DB. 8z PG-1 8-1 z ROGER SCHICKEDANTZ I - ----- - -- B&53 G3 z - ---- io' 42t= ----- - -- g }-- ---- N 53 3 9 0.56 AC _ _ - - - - - - - - ,I WITH EXISTING D.B. 1244 P. 461 i - - - - - R PROPOSERS' J i6 16' zo' zo i jz 16' 16' 26 - z 20` ° • 16' 16 zo' z3' ( /W PROPOSED io' LANDSCAPING o D.B. 629 P. 616 PLAT _ �I CONCRETE SIDEWALK 0 6' LANDSCAPE AND '• . AND MAINTENANCE EASEMENT D.B. 530 P. 164 PLAT - 6' LANDSCAPE AND-- SPEED LIMIT SIGN ~ `o MAINTENANCE EASEMENT (TYP.) MAINTENANCE EASEMENT (TYP.) 6' LANDSCAPE ANDY ROPOSED PUBLIC ROAD RIW TIE-IN CG-7 CURB TO EXISTING y DB. PG. 53 3 9 MAINTENANCE EASEMENT (TYP.) PROPOSED TRANSITION FROM PROPOSED yo PUBLIC CURB - MATCH EXISTING GRADE LLI DB. 8z PG.1 8-1 z , ULANDSCAPE AND -,\ PROPOSED8'ASPHALT OPEN SPACE F _ _ _ DB. PG_ PLANTING STRIP ° j CG- CURB TOCG-6CURB OPEN SPAC A SHARED USE PATH - - + 7 ACCESS EASEMENT o MAINTENANCEEASEMENT(TYP.) ( ) \ PROPOSED N II\STREET SIGN (TYP)- ------ .-- __ (O.06ACRES) I ' 0.63 ACRES - DB. PG__ < a DB.PG._ L PROPOSED --- _ = CG-6(TYP) -'--------- -I BENCH MARK IS Q iSWIM FACILITY - - - - - -� - - LE GI }}�, _ _ _ _ PROPOSED PROPOSED CHARLOTTESV Ur N C\ - - - - -- - - - - - --CG-12(TYP.) - - SHARED USE PATH ROUSE-SIRINEIL v . S - ` - PROPOSED _ - _ - - - - ® x NOTE: SPRING HILL HOA SHALL MAINTAIN � 1 � - - - STATION 105 O m 1.35 AC PLANTING STRIP i THE 8' ASPHALT SHARED USE PATH AS N 3882993.340 O m STOP SIGN TYP. - _ ----- - - L - - - - - - - - ! - - - - PART OF THE LANDSCAPING PERMIT \ (TYP.) - E11482334.683 N - - - - - - - - -IF ELEVATION 527 7 --- -- ELE ± o l F _ ��� croi o __ °. PROPOSED -- _ ----------- _ - -- 201-------------------------------- PROPOSED __ ---- PROPOSED yo' PUBLIC CG-7 (TYP) _ ---- ------------------- CLEARZONE - - ti -------------- SIGHTDISTANCE=665' 20' CG-12(TYP.) PROPOSED E ° __---- ACCESS EASEMENT -� IJ o DB PG CLEARZONE CG-iz(TYP.)� PROPOSED STOP BAR (TYP)PROPOSED i-----_PROPOSED a Lu m a - ------ CG-12(TYP.) lOB NO. ° CG-3 (TYP.) - ----- F U.S. RT 20 (80) SCOTTSVILLE ROAD (55 MPH) ~ XISTING PROPERTYBOUNDARY f SIGHTDISTANCE----___ --- - - 82157 El Ll NOTE: SPEED LIMIT SIGNS WILL BE HWPB.1 PG.354 _665. MAILBOX ❑ ---- --- ---- - - - - - - - - - - - •�► .,,� ----- SCALE MAILB X REQUIRED TO BE INSTALLED UPO - VARIABLE WIDTH RIGHT OF WAY ..� NOTE: AREA DEDICATED TO VDOT _ _ V7 REVIEW DURING CONSTRUCTION SIGN NOTE: SEE ROAD PLANS _ DEDICATED FOR THE PROPOSED- - -- - WITH A FINAL SUBDIVISION PLAT 111 - 30, a D > BY VDOT TRAFFIC ENGINEERING ° FOR DESIGN OF ROUTE 20 CUTE 20IMPROVEMENTS ❑ �► MAILBOX D.B. PG. - - SHEET NO. IMPROVEMENTS AND D.B. . PG. D - - - - - - - CENTRANCE DESIGN INV IN; TOTAL AREA=0-07ACRE5. MAILBOX 4 I -� �- I I I _ TH 62 I I I I I I I i I I I I I I I I I I SCOTT R. LINS U No. 35791 n 10/27/20 NOTE: PROPOSED HVAC UNITS SHALL BE %/ rs10NAL E�Gl ENCLOSED WITH A 4' WOODEN FENCE, NeTICIN PROPOSED y I I I I I \ SIMILAR TO THE 6' FENCE ALONG THE � �- _ G-6TOEXISTING � \ SOUTHERN PROPERTY LINE. ---_, CURB AT ENTRANCE VARIABLE WIDTH RIGHT OF WAY II I \ 'y / OPEN SPACE C TO BE DEDICATED FOR THE I I PROPOSED ' \ SHARED USE PATH. �' �' � I PROPOSED ROUTE 742 IMPROVEMENTS ­00I \ - - R�i' (0.54 ACRES) TOTAL AREA -o.123ACRES. DB.5382, PG.138-192 zo' LANDSCAPING AND MAINTENANCE EASEMENT I \ / / LANDSCAPED TO BE PROVIDED FOR PERIMETER w w i I PROPOSED SEGMENTED RETAINING WALLS= j' BUFFER AREA NOTE: RET I ING WALLS SHALL REQUIRE - � 2 O LANDSCAPING BUFFER g g , NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS SEE GRADING SHEETS FOR / PROPOSED 38z, PG.138-1gz BUILDING PERMITS. ALL PROPOSED , w O O I I THE io' ASPHALT SHARED USE PATH AS � FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / / HVAC UNIT (TYP.) RETAINING WALLS SHALL BE ANCHOR {/J v v 7 PART OFTHE LANDSCAPING PERMIT / j / / / DIAMOND PRO COLOR DAMES RIVER" Z p a � z i 6' LANDSCAPING AND _ _ H � � MAINTENANCE EASEMENT - i8, zz' z2' zz' z8 r o O O O f I Ip i 53 , - - - - - - io'xi6' Ln m w w I - PLANTING STRIP / / / / DB / PG 8 / / 1ooR6ARSE PORCH io'xi6 PORCH II PROPOSED SEGMENTED RETAINING WALLS w < < ! - / i y6 r - o PROPOSED 6 / �I w/HANDRAILS -SEE GRADING SHEETS FOR Z ¢ � 2 i /�29 \\ ioxz5 PORCH PORCH -1I LOT FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I �..� O � m m I PORCH------i -----I LOT ! Z ¢ ¢ i TMP 90-33 / / ; �/ i �� 1 v LOT III LOT LOT li 29 r,I � w - w w I JEANNETTE D. SMITH I O cc a a, v v 31 N W I D.B. 4254, PG.118 � / r0Q �� / �/ / ��' a6 \ \ I, 32 '� I I I WALL MAINTENANCE EASEMENT p p DB-538z, PG.13 192 uwi uwi PROPOSED (z) PARK - / �� �� f' / / G \ e° LOT °m° j w w BENCHES TO BE LOCATED WITHIN AMENITY AREA / I ` i' LOT � \ 11_ _ -- NO f5 PARKING j FOR FUTURE BUS STOP i , �I �� / / / BLOCK E yi ,'� o���(Z 3 SIGN (TYP) --�o \ 9. %\ -_ b__1 o LIMITS OF3o'PRIVATE PROPOSED 1.2 7 AC LOT ' - i i 6 "° - 2z'' 8, o ACCESS EASEMENT FOR ALLEY A \ P l PROPOSED 5s' HVAC UNIT (TYP.) ti9 oo Vic? 3 \ i N I 6 -- as DB.5382, PG. z3 -igz / CONCRETE SIDEWALK - - ; - z1 LOTv y R \ \ NOTE: AREA TO BE DEDICATED TO VDOT - '20' zz zz' �,6 , - y ' d A QEN D WITH A FINAL SUBDIVISION PLAT _ 'e- 3 6 \ +00 m 1z+50 TMP 9 35A1 �� RAVE \ - io'xi6' PROPOSED 6' N A " 12 " - ANG HOLDINGS, LLC Z-XI- - - i ----- ---- PORCH ---- N 3 R �� „ D.B.1026 715 ?o�° r / / % i/ / LOT PORCH io'xi6' PORCH a \\ LOT ..� PLANTING STRIP' Z • •"`\_ R,m m n N �� D.B. 657 P. 2 4 PLAT - sroP LOT I LOT I LOT m\ v PRoposED s' °° o 0 0 - ) --AMENITY AREA 45 2 \N �/ +5° o n�i o 0 _4 3. m CONCRETE SIDEWALK + r o not N N N N -CEPARK 4p 39 \ ` C N o ROPOSEDGUARDRAIL ¢ rn \ SIGN (TYP.ENTRAN w z r ti, `�c� + N N co n NO PARKING i o C \ koo (<c5 _ PROPOSED ti ,` Eta ° a ~ x � o~o ti \ \IP C ay9� r _ _ 66 - TRANSITION FROM CG-6 CURB (TYP.) / SIGN (TYP) TO ROLL -FACE CURBING o C CG-1z ` PROPOSED 6' PLANTING STRIP ?� - • �O% PROPOSED 6 1 12 ��O P�CS$� 07 LOT No O PARKING SIGN (TYP.) f EXISTING PROPERTY BOUNDARY .PROPOSED PLANTING STRIP + zz' TYP.); STOP \\ 5 c-�" �'' � �C) ' 28 L SPEED LIMIT SIGN /// CG-6 (TYP) z9 + z `AC o �Q1 PROPOSED 6'. r / PROPOSED /1 "ice �,*oo --_; = a x29 yoy d LOT N $ Cn ' SIGN (TYP.) I / _ AL 6.z6' PRIVATE SIDEWALK 27 L W n� ACCESS, &MAINTENANCE EASEMENT o �, -SIDEW K CG 6 (TYP) _ ` i CONCRETE SIDEWALK. „ W + "STREET \ _ So DAUPHIN 1z+00 v -- % F SIGN (TYP) OPEN SPACED j LOT a !- D6.538z, PG.138agz I M SIGN (TYP) $ + v .zz+SO 4®�s DRIVE (o.1a3ACREs) H h OPEN SPACE B 2 \ .. n STREET I 6* F l/1 N VAR. WIDTH PUBLIC STREET �� SIGN(TYP) BLOCK C 2 L I W a (0 09 ACRES) cV ' PROPOSED PUBLIC R/W PROPOSED J� v I- N ` 9 AC ,ICJ LOT � '- 'I QCIO / \C oo CG-1z (TYP.) AMENITY ry I > I E 2 / PROPOSED PAVED TURN LANE /�i kl 4 MDOGPARK # 5 L o ALONG AVON STREET EXTENDED LOT - - z: 12,- - - - - z - 4 \ o r a 0 N / u - -- 2� SEE LANDSCAPING PiLA z 2' e LOT 1,N " ROLL -FACE CURBING C>7 FOR DESIGN OF„ w i PROPOSED D USE PATH LOT oP - ° (TYP.) NO PARKING 'I o\ �O ` 24 u i 'I FOR DRIVEWAY ACCESS CV Q / o N I R)\ ,Px _,,_,i PROPOSED I CAI J SHARED USE PATH ti } ! SIGN (TYP) � � d � .DOG K i L PROPOSED ASPHALT "- 0 \mot so HVAC UNIT(TYP. �1DSCAPED 44 w z ) a 6' LANDSCAPING AND I ` `` PROPOSEDIS' LOT > EDGE OF PAVEMENT j BUFFER AREA LOT PROPOSED 6' > PLANTING STRIP ry TRANSITION FROM ROLL -FACE x MAINTENANCE EASEMENT \ \` 2 n CURBING TO CG-6 CURB AT M PLANTING STRIP �� DB.538z PG.138-z. ! �� �o, 3 L } 46, 45 / PROPOSERS' DRAINAGE INLETIN THIS LOCATION _ W v� \ A PRO�'OSED _ --- (6' MIN. TRANSITION LENGTH) J CONCRETE SIDEWALK CONCRETE 5' SIOESETBACK i' ! / PROPOSED _ �,�qR �' LOT LOT LOT LOT Irn �� �,� SIDEWALK I J OPENS ACE I a �� - !-_ -------------- Y WALL MAINTENANCE EASEMENT _ ' / HVAC UNIT (TYP.) S�c7 46 Po p z 6 j 6 // 47 48 0.21 ACRES \� �x a , + DB.538z, PG•138-1gz / / PROPOSED 6' WOODEN PRIVACY FENCETO BE \3y ^'/ mi ( ) ' \ y�i o m , n ' BLOCK G C/� r, m m, 49 ` o PROPOSED LOT CONSTRUCTED ALONG THE PROPERTY LINE \ rn b �\1� \`- Y. � SIGHT DISTANCE=i7o' I z / \ r CG-6 TYP Lu / ` r SEE DETAIL ON SHEET 10 WALL MAINTENANCE EASEMENT PROPOSED O) PROPOSED SEGMENTED RETAINING WALL \ \�� / ( ) 22 L l 1 I LL) W J I /I 1.47 AC DB.5382, PG. HVAC UNIT (TYP.) w/ HANDRAILS- SEE GRADING SHEETS FOR L9 ~ y6, I ! FINAL WALL HEIGHTS AND DIMENSIONS (TYP) \ �; 9 d 10 REA SETB�XC O 30' PRIVATE � , ^ zo' LANDSCA AND MAINTENANCE EASE TO BE PROVIDED FOR PERIM I LANDSCAPING BU DB.5382, PG.138- I ! AREA RESERVED FOR FUTURE I COMMUNITY GARDEN, IF DESIRED NOTE: RETAINING WALLS SHALL REQUIRE BUILDING PERMITS. ALL PROPOSED RETAINING WALLS SHALL BE ANCHOR i DIAMOND PRO COLOR "JAMES RIVER" I i i ! I I �I I I I ! I I I io`ACCESS & y \\� N ; STREET EASEMENT VAR.WIDTH /MAINTENANCE EASEMENT_ ---- - --- -i \ o ��� LOT �! DB. 8z,PG.i 8-i z o -- - DB. 8z PG.1 1 z SIGHT \\ ° p 21 L 53 3 9 I SWIM EASEMENT 53 3 -_9 PROPOSED F' bpOSED DB 538z I \ - 38, - - - -32- _ - 32'- - - - - 18_ -DISTANCE PG 1 8-1 EASEMENT 2 \ HVAC UNIT (TYP.) I Q J PING I f - 53 3� , ° LOT r I SWM PROPOSED 8' LANDSCAPE 0 MENT Y - AND MAINTENANCE 238- �\ \\� D\ '�XJ 20 * +` PROPOSED SEGMENTED RETAINING WALLS U �� O E ENT FACILITY - - _ - - - - - EASEMENT - z2' - - \ o o w > az' v - 1v ry - zz- - - - -__ - -�! - � I � .1 � w/HANDRAILS - SEE GRADING SHEETS FOR I � FFER _ _ _ - ROPOSED 'ASPHALT PATHWAY _ - - - - - - io' ACCESS & a\\\ nl a' _ FINAL WALL HEIGHTS AND DIMENSIONS TYP.) Q 1gz �,. _ _ 5 36--- - 1dRE SETBACK \ LOT } ( I Y J � MAINTENANCE EASEMENT o \ � � n � i J zz _ _ - - - - I O 7 5 A jo'x>e' I �0 26' ,0' 06' �o x�e' BJ!53$z, PGa38 34 w� A 19 L W 1 GRAPHIC SCALE PROPOSED 22 I io'xaG'. pORCH PORCH I ppRCH p°RCH \ \ \ i� ` (all 1 Y. ! i / rr � 30'. 0 13 3� 60 I i - HVAC UNIT (TYP.) -�' Xa6' I � io'xle poRCH � \ mli - LOT ' FRdNT - ` z2 '' '°X1cN \ QoRw PORCH OT LOT LOT LOT L oT \ I PROPOSED6' ; o!I 18 * sETBa m' ~'i U) PROPOSED SEGMENTED RETAINING WALL -- y \ pOR LOT LOT 52 51 5 PLANTING STRIP \ \ O o ,ox 54" o °I LOT GARAGE o I- Ln w/ HANDRAILS -SEE GRADING SHEETS FOR r 4 io \ pogcN LOT 56 w1 55 m TC I ILIN A - S E S EET 4 111 m \ \ I+ NI 1 ia'xzo'jMIN. III N ,I 0 nc h W I I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) *lg 7 w + s cN LOT W I I ,, ' o r l. LLI I --I I ` ,e�P°v N I SC VIM_I ! I NO PARKING SPEED LIMIT SIGN NO PARKING I LL I OPEN SPACT H '- PogcH OT 8 \\ - \\ ( 111 3 ml PROPOSEDAND MAINTENANCE IEASDTH DEMENT SIGN (TYP) �I �, li SIGN (TYP) m (0.83 ACRES) ti� +� LOT 59 , I i z -- I PT: 15+zo.45 \ ' N �OT 16 U) 11 w r \ - - - 221g CK - P STREET ` STOP SIGN MITS OF PUBLIC ROAD R/W PROPOSED GUARDRAIL � /1 I 60 A o ONT 22, z8, SIGN (TYP)v L ° V w x\\ m\ o - ° "\------ LANDSPROPOCAPINGAND SED H �� LOT °a- a o- r\ ,, o _ i3' 3. 9 I W I � \ z6' ', `' ,• i • : } 'i� � ;' e pope \ II � 4 1 i MAINTENANCE EASEMENT C z 61 s i 4 o o PROPOSED 5 49 V N--- 7 5 + a �� �" 15+So 16+0o PG 1 + 6^ 6 L + i + �o `^ TRANSITION FROM CG-6 CURB +o0 CG-6 (TYP) _ _ 3°' LOYOLA W � TO ROLL -FACE CURBING Q LOT �� _ 5 PROPOSED STOP m _ _ _ J - 30PRIVATE STIR ET C� Z I. �1 i 1S B ' - -� 12'R AR (TYP.) 16+So \ 17+0o EASEMENT I PROPOSED I ® O 14+5o y Y _ 62 � � � P �� �� W A _ ,� 9 -a- �\ -. 2�, I I CG-z (TYP) o� ` n 14+pO � col IC STREET 4 4z y - - - - - - - - O LOT -/ y PROPOSED STREET SIGN (TYP) 9 WALL MAINTENANCE EASEMENT 6 3ry / _4 - 3z GG-iz(TYF.) LOT GAR GE D8.538z,PG-138-19z (PROPOSED 3' DECORATIVE WALL 3 0� tiO�QI o / ' ?Z ' _ _ 18' a \I I . o p J �5 Tv x5 // 21— (TYP,) STOP SIGN (TYP.) ia'zao'LIN. °p PROPOSED 8' WIDTH NOTE: WALLS 3' IN HEIGHT OR LESS DO ` R 13 N \I 1' PT:16+00.5y yl 0 ANDSCAPING AND b NOT REQUIRE RETAINING WALL PLANS) LOT 66 I pG 1 +o o MAINTENANCE EASEMENT � o_�� z Co l 4 3.7 0 I PROPOSED N17� �' - -i - - x I * .w I ,� � - 3 .- � I - I' 1 I TMP 90-35 HVAC UNIT TYP. PROPOSED 6' " PROPOSED 6' 6' LANDSCAPE AND i m E/P E/P 4 L o' PRIVATE (TYP.) PLANTING STRIP / PLANTING STRIP MAINTENANCE EASEMENT I LOT 66 r ALLEY EASEMENT DUANE E. AND ROWENA M. SNOW - ----� 6' LANDSCAPE \ x o r o/// e cP PROPOSED 5' DB. 8 �G.1 N LOT LOT o z ' 13 MIN. D8.538z, PG.138-19z H 3ti 53 3 o m i8 D.B. 702 P. 792 - - C o v o * ) ) D.B. 657 P. 234 PLAT �- 9c II ^'' F/C F C � I b NOTE: RETAINING WALLS SHALL - - - - - - - - - MAINTENANCE EASEMENT +lo A F CONCRETE SIDEWALK 82 3 �CO II / 66' W REQUIRE BUILDING PERMITS m V� DB-538z, 8-1 �� y\ LOT LOT 8 I N LOT J �I LOT NOPARKING'. LOT v 80 81 MAINTENANCE EASEMENT+� 12 J 1 64 �, SIGN (TYP) i ozo DB.538z PG.138-1gz L + PROPOSED N HVAC UNIT(TYP.) PROPOSED SEGMENTED RETAINING WALLS ; w �, - 66' w w Ln JOB NO. 182157 SCALE 1u = 30, SHEET NO. 5 III It iQ INTERN Cam-- E ' 1 ` LOT 53 LOT 52� LOT 51 LOT150 217 T rPO NOSCAPE 3 3 9VAR. WIDTH PRIVATE \ �LOT 54 �DRAINAGEEASEMENT �oDB.5382, PG-138-192 j % i'1 LOT 5 0P IV EOT 55 �I���u�+ LOT57 ATC LIN - SE 5H TRAI QE SEMAI A E E T 7 ^ II 1 SWM ACCESS \ D LOT 5 D• 3 z G.1 8-1 z J• f l u l l l L I I I �\�� I & FACILITY EASEMENT - - MH 27 `/ ;`. LOT 9 I I DB.5382, PG.138-1gz / ,--'� \ � \/ � VAR. WIDTH ACSA,' � MH-z6 � �1- � I OT60� UTILITY EASEMENT (TYP.)', ''r_ 'I - _ - �� ` lii `�� 16 III DRAIN GE EASEMENT I io' IVALE LOT 5 10' PRI ATE i \ B. 8 1 _ Lj DB.538z, PG.138-192 AIN AGE EASEM T 61 \ h n IDB.538z, PG.138-1 \\ _ _ - n o= IT i \\MH-25 i / - - - +� PRO POSED 8"x8"TEE 7 531I LOT „ �5 5° 16+00 _ - h-- -(2) _ 8" G.V. ` 5 i 62 VAR. IDT PRIVA v L O PA138 �9 - -.-. -.- -w •-•- 17+00 - i of - L2 A EASEMEN \x �'� �4 So oc DRAIN _ I v i DB.538 I - i LOT 63 «� _ - DRAT AGE EA MENT PROPOSED8 PG.3 19z o, I ! 6' LANDSCAPE A 52 D.I. WATERLINE o - _ - I 10 15 i x5 - - J� PROPOSED FIRE HYDRANT i MAINTENANCE EA EME _ PROPOSED WATER DB. 82 PG.1 8-1 z l / ti OP ED VAR. IDTH \ i; ri ~ ASSEMBLY WITH 8"x6"TEE 53 3 9 SERVICE LATERAL LANDSIAPEAND I I I LOT _ _ I I I I I II IN PE G.V. - 6' L INDS APE AND MAINTE ANCE E EM Nf I I I 14 P PEA 10' PRIVATE ) / DB.I Sa PG CE EAS MEN ND i I DRAINAGE EASEMENT r._ _?- - --- - \' \\ 'I,\ PROPOSED FIRE HYDRANT - - MAINT IN CE EASEMI T LOT I ' DB.5382, PG.138-192 -_---- -- ;� i xo° ASSEMBLY WITH 8"x6"TEE ��5�' D6.538 , PG.238 292 I 13 L �I �' F I LOT ,^ PRoPos€DA.R.v. LOT LOT LOT 83 I °I I LLO I LOT I MH-24 !_ 80 81 �I 64 y LOT i I' , � ❑ � � `I VA' .WIDTH PRIVA �E _ ' I I ' � i VAR. WIDTH ACSA l LOT I ! I / r= PROPOSED SANITARY 79 ` I - I I I I � I !I UTILITY EASEMENT (TYP.) EWERLATERAL(TYP.) DR, I 'I 53 3 0 / LOT DRA AG PROPO DB. 38z, PG,138 19 I 11 i LOT q� DB. 8z PG.1 8- 2 - ��X� PEA 78 DB. z PG.1 8-1 2�-. - - L III---------------� ED VAR, W IDTi ftNDSCAPE I l ! '" " _ � I A{�19M INTf�IANfE-E Ehi1EN� - - _- - 65 / AINTENA E EASEMENT 3 - w 10' PRIVATE DRAINA------- 1o' WALL �' 82 PG -102 LOT W MAINTENANCE ASEMENT / �% 53 ��! � °1 i �I EASEMENT I DB.5382, i3 " -- - % % 77 / - - - - - - - c of LOT DB. 8z PG.1 8-1 z \ -- \ m u , 53 3 9 % 1 10 LOT �� /3 / \ LOT 1 L TMP 90-27B I 66 PROPOSED WATER P \ 76 T y - • .- _ LOT71r STEVEN W. AND BETTY C. JOHNSON I ! f SERVICE LATERAL (TYP.) I o° / « \ ! . ' f p 11 / \ PIROP ED VAR. WI H LA . SCAPF� i.:: _ _._ _ ` D.B. 1026 P. 715 ry /: ; _ - - - AN MA TENA EEAS�(v1E T '--. --- II I D.B. 629 P. 616 PLAT - �� Q % - - LOT I j i yY II 8LOT 10 PRIVATE 67 SIGHT; ° LOT DRAINAGE EASEMENT REHYDRgPROPOSED FIAND15T NCE EASEMENT DB.5382, PG.138-192 ASSEMBLY WITH 8NIS" TEDB 382, PG-138-19z �L m L nI I II 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 2o' PRIVATE DRAINAGE EASEMENT DB.S382, PG.138-192 PROPOSED 8' WIDTH LANDSCAPING AND MAINTENANCE EASEMENT IH-13 I NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) 'PRIVATE ALLEY EASEMENT D6.5382, PG.138-192 ------------------------- -WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 2o' ACSA UTILITYEASEMENT TMP 90-35 DB.5382, PG.i38-192 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 GRAPHIC' SCALE 0 ( IN P EE'I) I inch - 30_ No. 35791 1n 10/27/204 1IONAL EA z z i S U Z o¢ z z I E� o o t O m U U U W W i W � cc a R I aco J � Z ti W W ca m z a a / W ' W of W a W t a t w : w �/ L ILL Lu to I CD CD O O O O IN IN 120 W N O O NO O O ■ Q N rj co INco Ln n 7 IN '..i N CD A N ko 00 all O O zo' LANDSCAPING AND =--------__ PUBLIC I` L i, W LOT MAINTENANCE EASEMENT TO BE iI MH-z3 +N it LOT DR INAGE E SEMENT - " {' i I 6 PROVIDED FOR PERIMETER I I 75 D 8z PG. 8-1 z - I L 53 3 9 Q'I I= PROPOSED SANITARY - SWIM ACCESS • r •. 14^ I. -------- SEWER LATERAL (TYP.) LANDSCAPING BUFFER i I LOT , I I FACILITY EAS ENT Z I PROPOSED WATER DB.5382, - Cn DB.5382, PG.138-192 ! 68 I PROPOSED SANITARY SEWER _ _ r! _ I � ! . 8z PG.i -19 z rl - (TYP.)- -- I I I SERVICE LATERAL (TYP.) I 53 • ISERVICE LATERAL I III ti it PROPosED 8"sDR-26 PVC I LOT NOTE: ALL 4-STORY RESIDENTIAL UNITS WILL REQUIRE ,' j l LOT RECORDAT ON INFORMATION: M ! SANITARY SEWER (TYP.) - 74 ;I AN ACSA APPROVED BACKFLOW DEVI E. ; co ! 10' PRIVATEIr Q II 5 THE SUBD VISION PLAT FOR THE PRO CT IS C)7 LOT I I L RECORD IN DEED BOOK 5382 P • 138-192. N io' PRIVATE I I ° I - _ it DB.5382, P( 38E 9 .'U r L rr I ° I + LET L ALL ACS UTILITY EASEMENTS SHOWN HAVE BEEN DRAINAGE EASEMENT j I I I 69 --_ -_1 -I - - � I I D6.5382, PG-138-1g2 - ~ _ it io PRIVATE DRAINAGE EASEMENT DRAINAIGEHA EM NT PLATED ITH THE SUBDIVISIO PLAT. I I I DRAINAGE EASEMENT DB•538z,PG.138-192. 53 z, .138-19 ,i I LOT r N 1o' PRIVATE I - 73 .I DB.5382, PG.138.19z °= I I p LOT +, 3 II C>7 Z i I / _ I r DRAINAGE EASEMENT i I i I� �� I I I ,/ �w I I -- N DB-5382, PG.138.1gz I 70 I - - - - PROPOSED 8" SDR-z6 PVC PROPOSED 8" IN -LINE G.V. ~� I m; Q N SANITARY SEWER ( ) _ - 1 I � i R TYP. PROPOSED 8" CL. '' � PROPOSED 8" IN LINE G.V. ----- ---- 11 IN � I it 52D.I.WATERLINE I �.. LOT L � � Q _ r I MAINTENANCE E gSEMEN -_ c°n1 I I OT VAR. WIDTH ACSA PROPOSED 8" CL, ' f + 2 D.I. WATERLINE / it III DB.S38z, PG.138-1 z C - 72 I (UTILITY EASEMENT (TYPJ 5 :• ' LOT � PROPOSED 8" DIP I _ M.538z, PG.138-192 i t SANITARY SEWER (TYP.) • ROUTE 20 RIGHT-OF-WAY DEED OF DEDICATION - L ! LOT PROPOSED FIRE HYDRANT / D.B. 88, PG.74z I 71 - - ASSEMBLY WITH 8"x6"TEE- - a i I L I • DECLARATION OF PROTECTIVE COVENANTS, J , _- ". _ - _ _ , , • CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED - ---- -------------------- --(PROPOSEDFIREHYDRANT OF DEDICATION D a, I -"- B. 5382, PG. 38 178 _MH-21 _ v/ ASSEMBLY WITH "x8"TEE 1 �I------- - MEN --I. {y. • • � • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT i ---- -- -- r--- °- -' -• -= _ MH-20 :, DEED OF DEDICATION- D.B. 5382, PG. 644-648 LLI - - - - - - I - - g - - - - - - - - - - I r . PUBLIC STORMWATER MANAGEMENT MAINTENANCE Lu I AND ACCESS EASEMENT DEED OF DEDICATION - D.B. ° - - - _ _ - --- --- - DB.58z, PG.138=19z ER ti1 - ` - - L9 (D J _,_ _ _, _,_, _; _,_ �, -, _, _,-,_,_,�_,,J� �,_;_;_, _ _,_. PROPOSED TYPE A Sz83, PG. 654 659 0 IT ' 5�15+50 BLOW -OFF ASSEMBLY • PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION _j > VAR. WIDTH ACSA i - 10 50 - + - - 0 1z+o o - - OP - -- - -- - - -- 3 tr - - - - - - - - 1 0- _ _ + _ -15+00 + - D.B. 538z, PG 674-680 J UTILITYEASEMENT(TYP.) - - --"�"-"-"- - - -= -.- -»�.- -.-. - DB.5382, PG.138-1gz _ -W- - _� zo'PUBLIC i- L �' T -- - - - -`- - - - - ' q --_ xh ----- - -I MH-12 - 1� J l� Q DRAINAGE EASEMENT TEE DB.5382, PG.138-192 - 7- - - - - - - - - - - I � PROPOSE " �1. PE A SPROPOSED 8 CL. AND D (OS 8D G'x/8" TEE / & (3) 8" G.V. w Y J 1 BLOW -OFF ASSEMBLY z D,I. WATERLINE w J PROPOSEDTY I id 11 6 LANDSCAPE AND NOTE: SANTARY SIEWER MANHOLES WITHIN THE CAPE A i - 2o' LA DSCAPE AND L - -1 L J L - -1 - J L - ROADWAYS MUST BE INSTALLED WITH THE MANHOLE - J 1- E SEMEt11 L io' IVATE ,� �- H MAINTENANCE EASEMENT O _ MAINTENANCE EASEMENT - DB. 8z PG.1 8-1 z DRA G EMENT VAR. WIDTH ACSA - - - - - 53 3 9 TOPS FLUSH OR SLIGHTLY LOWER THAN THE 9 �� ---- UTILITYEASEMENT-------- : I 1 I i I D6.538 PG.138-1 z DB. 82, PG.1 -1 z I � �� / • � - - - � � I D6.53 2, PG.138-1gz ul TMP 90-27 PROPOSED TOP OF FINISHEDASPHALT(TYP,) Q ---- U I I I I 20 PfjIVATE DB.5382, PG.138-192 LOT 1A LOT I LOT Z %, L' DRAINAGE EASEMENT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT „ NOTE: MH-u l5 THE END OFTHE SPRING HILL VILLAGE - ROGER SCHICKEDANTZ i LOT LOT LOT LOT 98 LOT 2 ° /6B.538z, PG.138-192 zo' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS D.B. 1244 P. 461 84 85 86 88 I 90 91 92 94 I I 96 97 100 I r N � �� � z LLJ z ; II 87 89 93 95 99 / UTILITY EASEMENT I D629 P. 616 PLAT ! -II f DB.5382, PG.138.19z 20' ACSA SANITARY SEWER W EASEMENT- DB. 28 PG. o6 :B. 530 P. 164 PLAT i �_ -� -_ - --- ---- ---- ✓ - -- - -- - � i i l SIGHT I 53 7 D.B. Y SEWER PLANS o' PUB JIC - - - - - - ill D6.538zDISTANCPG i38n9z EASEMENT I - + - - - - FOR CONNENOTE: SEE OCTION TO EXISTFFSITE RNG SANITARY SEWER ® � OTT D AGE EASEMENT ✓DH. �1- - 1 M H-11 D6.5382, PG,138-192 - r zo' WALL MAINTfNANGE ~ I I r MON. ! I PROPOSED io' LANDSCAPING ~ 6'LANDSCAPEAND EASEMENT 6 - ` - BENCH MARK IS DB.5382, PG.138-192 AND MAINTENANCE EASEMENT - - - - CHARLOTTESVILLE GIS LLI MAINTENANCE EASEMENT io' PRIVATE DRAINAGE EASEMENT I „�• - Aproximate - \ ., ic_ 12A.53$z,PG.138-1gz- + i l �, _ ROUSE-SIRINE ° NOTE: EXISTING OVERHEAD UTILITY LINES ALONG Va Public Service Esmt. .... ; :: SWM ACCESS & - - STATION 105 / :. - - - - MAINT€1VANtE EASEMENT FACILITY EASEMENT ' THE FRONTAGE OF THIS PROPERTY SHALL BE -. I US� Q D.B.221 P.305 Tv. ! - REMOVED AND INSTALLED UNDERGROUND. ALL Comm N 3882993.340 DB _ PG._ �-�' DB.51382, PGa38-19z =_i -Vault 5 �h1482334.683 (� - ASSOCIATED POLES SHALL BE REMOVED. - - 1 - - Fiber opt - -- _ - ---- ------ ELEVI0N527.7t -'------------------ -I - - - \,\ O 0HE OHTV -- - - f i - - - --------------------- -EXISTING UTILITY POLES--- - _ Ph�le_ _ - - -- =-- TO BE REMOVED \ \ \ PaC l T L hG P e - L oHe viP - - - ------------------------- , iiaiiiiiii�ili����//o//�/////l///////////l/1///l///////I/l///////////O/////1///%O//ll///l0/ oHe - - - - -- _ EXISTING UTILITY POLE -----ate= _N f l TOREM AINj ---- ----------- --- ----- - - - !mil - ---'=/ -- J------------S1G1�-----------------------------------------------P---- g °o- _ i OHT O TV ------------ ---- - PROPOSED LOCATION OF oNEIN '----- _- °°°°'' �-_ _ UNDERGROUND UTILITIES j - '----_- VAR. WIDTH U IC - w - ---- ---_-_ -- DRAINAGE EA NT ME � a x m / - - - -___ -_DB.5328, PG.7o6 _ t• JOB NO. --- U.S. RT 20 (80') SCOTTSVILLE ROAD 55 MPH 4- ( 1� EXISTING UTILITY POLE____ - 182157 ❑ ❑ _ HWPB.1 PG.354 _ _ _ TO REMAIN -------___ SCALE _ _ _ MAILBOX ""',I - NOTE: EXISTING OVERHEAD LINES ALONG THE FRONTAGE_ �j ----___ r o�� MAILB X' - - OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED - EXISTING OVERHEAD - ---- - _ _ ~ - - -`--- - - 1° 30' - D UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. LINES TO BE RELOCATED o GN ❑ - p - - y SHEET NO.. )HT OHTV CONTRACTOR TO COORDINATE WTIH UTILITY PROVIDER TO MAILBOX MAILBOX -- - - - -- - -- - - - - '._ _OHT OHTV `- - _ - OFT OHTV UNDERGROUND AND RELOCATE EXISTING UTILITIES ALONG ROUTE 20 Pole- n Phone INV IN MAILBOX - 6 - /i --- -------III J1 1o' PRIVATE `' // LOT LOT LOT 6' LANDSCAPE AND / N LOT 30 29 / D NAGEEASEMENT LOT 1 / ATNTENANCE E NT 31 � B. 38z,'PG 138-19z I 32 1 I I u DB.5382, PG 92 33 I 1 PROPOSED 6" 9 o° BEND TO LOT i� I YDRANTASSEMBLY II IV _ - D.B. 5382, PG 674.68o WITH PROPOSED 12"x8" T.S. & V. n/ S� P'C O rj / / 35 VAR. WIDTH ACSA r / /0000I �, LOT UTILITY EASEMEN - - -- - - - I/ NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS 3 MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH i I EXISTING 12" DI WATERLINE / WITH THE PROPOSED TOP OF FIND S ED ASPHALT (TYP.) LOT F ROPOSED 6" CL. �R�� i R. WII11 H PUBLIC - -- - -- - - - A 37 5z D.I. WATERLINE- DR 53G / S 3 9-------SCAPEA d \ RI VE 82 PG-, 8-1 2 DB.I 777 PG. zEMEN ENT_` LOT l 1z+oo z 5oI 5� 42 -----I ----- r . ` PROPOS 8"za. BEND. 0 LOT LOT / r % PROPOSED FIRE HY� RANT 41 4O 10 AT _ AR. WI PUBLIC e' PROPOSEDS"CL. �'3i ti9,, MH-15 S. DR GE EASE 'T DRA( G EASE ENI /` c�C �' " 5382, PG a 192 / ASSEMBLY WITH 8"x6" TEE 52 D.I. WATERLINE IIiD6.53 z, PI -138 92 - , � r� •..,.,..e � s'-�`� � � �� ��' �.� � o��/ I� �- i " LOT I I i I II I I 28 L II V r W/ / / / SS D Oy'( / SWM ,j ACCE DB.S3 zo' LANDSCAPING AND MAINTENANCE EA TO BE PROVIDED FOR P LANDSCAPING BUFFER DB.5382, PG.138-192 1 I I 1 1 I 1o' P DRA DB.5 1 1 1 I I NOTES: 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. _ L 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. 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. 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 INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. I i i NNE 90-3� I GRA HIC SCALE JEANNETTE D. SI 1 D.B.4254, PG.118 p p 15 I fip 12p I I ( ll L1'1 FE14 RECORDATION INFORMATION: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK 5382, PG. 138-192. ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. DTE: EXISTING OVERHEAD UTILITY LINES ALON THE FRONTAGE OFTHIS PROPERTY SHALL B ZEMOVED AND INSTALLED UNDERGROUND. AL ASSOCIATED POLES SHALL BE REMOVED ONTRACTOR SHALL COORDINATE WITH UTILI PROVIDER TO UNDERGROUND AND RELOCATE EXISTING UTILITIES ALONG AVON STREET EXTENDED G TY ' r / r i 1 � II 11 o' PRIVATE ' DRAINAGE EASE DB�538z, PG -192 A 1 ` 1 \ EXISTING 12" DI WATERLINE oNE I I inch =, I R I I SIP I °NE/ ' / • ROUTE 20 RIGHT-OF-WAY DEED OF DEDICATION - I ��- i D.B..5388, PG.742 • DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED OF DEDICATION - D.B. 5382, PG..138-178 I • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT I CONTRACTOR SHALL REPAIR ROADWAY DEED OF DEDICATION - D.B. 5387/ PG. 644-648 • PUBLIC STORMWATER MANAGEMENT MAINTENANCE r AND ACCESS EASEMENT DEED OF DEDICATION - D.B. I 5z83, PG- 654-659 • PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION TIE-IN TO EXISTING 12" DI WATERLINE \w -_ _ - - - _ _ � A Imo' ' � ✓ � � I I I � �1 / - - - / MH_1g \ \ \ •",. .\ \ _ - * ___ x •/ � f /,/ - yxh MH-16 III j' � II Il s� it II O6T L DAUPHIN D E SHALL EXIEND WATOER i � NOTE: CONTRACT( I I F / / PROPOSED 8" SDR-26 PVC LATERALS TO UNITS I SANITARY SEWER (TYP.) LOT LOT '• T _ • " '' ` `F �.� y PROPOSED FIRE HYDRANT AS WITH 8"xx6"TEE 25 L I v- 43 MH-18 , • - --- --- - -- �__�_ �, } PROPOSED WATER LOT ' SERVICE LATERAL (TYP.) j 44 PROPOSED SANITARY �aa� ��.�� xxSo� L, . 24 t __ .� WIDTH /SEWER LATERAL (TYP.) LOT - PROPOSED8"x6"TEE VAR. WIDTH ACSA 10' P ATE (1) - 8" G.V. (1) - fi" G.V. as (EASEMENT I 382, PG.138-192 i / / 45 l UTILITY EASEMENT 1 -- -- DB.538 , PG -19z VAR. a :� '\ - l GE EASEMENT �� I� i LOT SIGHT 'STANCE EASE E�T =ILITY& \�� DB/5382, .138-192 it 46� LV I -53 2, PG. �9 9z o'IPRIVATE + \�F'------------------ EASEMENT I VAR. WIDTH RIVATE 48 x o LOT PG-138-19z 10' PRIVATE \ �� DRAINAGE E SEMENT DR 1821 P� EASEMENT a\\ \\ o'\ DRAINAGE EASEMENT53 3 9 .53UTILITY EASEMENT 1o' WIDTH PRIVATE r 22 L it I DB82, PG. 38-192 WALL AINTENANCE e 'I DB.5382, PG.138-1gz / - _ I _ EASE NT I as _ _ - /_ _ ,'1. '. B. 2,a`�P .13��192 1I LOT •� I I I �' - -- - - - - - - J` - --- - -- - -- 10I PRIVATE io ACC 55 8 a 21 L v1 ::� - - - ----- -- - - -- -8z�PG 138E�9zNT DB AN �� .� LO " �11 DRA " _ I DB. � JIENT /_�L ; .: /--s ---=1 v� �� T I WI' METER I I :I. • •' � i I � H'1 VAR. WIDTH PRIVATE \� DRAINAGE EASEMENT - DR E- EASE - -----� a \\` 3.o PR VATS DB. 8z PG.1 $-1 r r '82, PG.138-192 - _ _ - - - - -- --- --� UTILITY EASEMENT 11 LOT III � 11 �1 I 19 ---- - L R. WI�THIPUBLIC it II 3 .1g8 1i9 11 AITVAGE EMEN \a p PROPO AiN �DSAPEM T II /' �. 38z, P . 3 -19z v )j` '. u 1 LOT III I VAR. WIDTH PRIV/YTE LOT 53 LOT 52 LOT 51 LOT 50 -� - � LOT 54 DRAINAGE EASEMEN 'n o= -- LOT 5 LOT 55 0 L D6.5382, PG.138 192 % o P IV TEaa n -+, LOT 1D-PRIVAT€- LOT 57 R 1 I `�A I i �� II 1 1 DRA( QE SEM �I Al E E T 17 1� 1 I I !• I l a� l 1 I ,I L SWM ACCESS LOT 5 D s 1 G.1 8-1 z / 5382, 138-13 /II 9 I I n I y I I &FACILITY EASEMENT � ,_ � �I, ,I 1 MAICHINE- lEE EET , __-, tia ? o � I �. L I I D6.5382, PG.138-19z e �/ , VAR. WIDTH ACSA, ',1 MH-z6 I--- _ - - �� � � II ,I � t 11 LOT - 11 > l OT 60 UTILITY EASEMENT I = I w q 1 Il_ - - - � u � 16 1 1 iE EASEMENT i "\ I 1Y 1-�� \ - •� 1 I � __ - - - �� III I �\\� � - �-JI 11 PG.1 8-1 z 10 IVAT,E LOT 3 9 AIN'A E EASEM T 61 /D0.5382, 1'13.138 o. O i 7153i,1 ( 8'G.V- "x8"TEES- I � -(z) _ 8" G.V. i i ti 62 VAR. IDTFIPRIVA+0 1 DRAINA E EASEMENT \ 14 So f i DB.538 ; P 138-192 63 � � � PROPOSED 8" CL. o _ - DRA( AGf E 3 MENT -- _ v LOT L 6 LANDSCAPE A D 52 D.I. WATERLINE i x5o ' _- _ _ - - z PG.1 - z �\ a 1 p i _ 5 PROPOSED FIRE 1HYDRANT MAINTENANCE EASCz[VIEN i - PROPOSED WATER \ y ti /^ - VAR. IDTH� V T 1 "TEE DB.5382, PG.138-1gz l SERVICE LATERAL (TYP.) \ ASSEMBLY WITH 8"x6 LANDS APE AND I I' LOT -- ANCE E EM NT 1 I' I i \ \ ,/ r PROPOSED 8"IN-LINE G.V. - 6' L 'NDN A CE EAS 1ME T MAINT I I 14 I}I -=-- I. AND 10' PRIVATE i � - o / ASSEY WI�8 x6' TEE \ \\\ I MAI T '� N xo PROPOSED FIRE HYDRANT DB. 8 PG.1 8-1 z 1 i DRAINAGE EASEMENT r r- _ � - � � � DB. 8z PG. z MAINT NANCE EASEM f�Tl � I LOT DB.5382, PG.138-1gz i --- _- --- _ 53 3 9 I - \/� LOTR.v. 11 LOT LOT LOT I I LOT I III �11 z' 82 �1 I I LOT / � �_ a 11 83 I I I�° I 1 I I I II 64 MH-24 v LOT \ 80 81 I I 12 I L I VA 1 Z. WIDTH PR VA E I 1 PROPOSED SANITARY 79 - - - - I i _ VAR. WIDTH ACSA i " LOT L II / DR NT I �I i SEWER LATERAL (TYP.) -- -- - - `- - - DB. 38z, PG.138-19 -- --- -- I 11 I I UTILITY EASEMENT (TYP-)_ 7 / i D6.538z, PG.138- z ✓ \ LOT VA .WIDTH IVATE I PR0POJ ED Vl�, NEIDTfit NDSCAPE a I6 LOT 0.. \./t xh/ 78 DRA AG ASEMENT - I ------------------ - AND M INTENANCE E E iIENT- - L I 65 / ry /^ b' NDS PEA DB. z, PG.138 192 - � rl I I I I 1 OHErN P I S16°40'02"W 119.33'(tie line) I VARIABLE WIDTH RIGHT OF WAY lz TO BE DEDICATED FOR THE PROPOSED ROUTE 742IMPROVE ENTS TOTAL AREA = 0.123 ACRES. DB.5382, PG.138-192 2o' LANDSCAPING - AND MAINTENANCE EASEMEN TO BE PROVIDED FOR PERIMET R LANDSCAPING BUFFER .5382, PG.138-192 WALL MAINTENAN EEASEMENT DB.5382, PG.1 8.192 LIMITS OF PROPOSED 30' PRIV TE ACCE EASEMENT FOR ALL_ DB.538z, G.138-192 ANG HOLDINGS, D.B. 026 P.71 D.B. 65 P. 234 P NEW 6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EAS MENT _14' PRIVATE UTILITY EASEMENT DB.5382, PG.138-192 PROPOSED SANITARY SEWER LATERAL (TYP.) 2o' ACSA TUTILITY EASEMENT DB.5382, PG.138-192 PROPOSED 8" DIP SANITARY SEWER (TYP.) WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 - 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 20' PRIVATE DRAINAGEEASEMENT DB.5382, PG.138-192 PROPOSED 8' WIDTH LANDSCAPING AND MAINTENANCE EASEMENT I MH-13 I II NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS -MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) 30' PRIVATE ALLEY EASEMENT - - DB-5382, PG.138-192 - - - - - - WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 2o' ACSA UTILITY EASEMENT No. 35791 n 10/27/204 70NAL E�Gl i Z Z UU U Z0¢ z z I O I OOf o U U U ccW W i w � a a I V/ J w � w u Z o co m `^ m z a a / W ' - W Of W a W I a w / w �/ If 1e w � � i O O O O N N W N CD CDNO CD CD~ N IN IN m IN CO N \ L9 Cn ti M M 0) N c� N W C) z c\I c\I LLi CID J Q,40 J_ Q Lli � z L9 I--(D J O 0- z Q J U 1-4 J W> Y J � ul V 1 W z W � � 1 c JW Q O ® CD N u w Of En JOB NO. 182157 SCALE 10 = 301 SHEET NO.. 7 / - rYDi3C / 53' I J6 �- I \ / - 65 • i I S- _ OT18 59z - s9 LOT s78.005W \ J - 3 3 LOT 6'`, ATCH I - ET 5_ 5- 5 FFE- 5a6.00 sa4;7 '-i PI 586.00TW \ \ \ M)�35791 • ROUTE zo RI6HT-OF-WAY DEED OFDEDICATION - � I I -� -t"1' I I I I I I ID.B PG .5388, .742 � - VAR. WIDTH PRIVATE LOT 4 F = FFE= FFE FFE= h sHo.00Bw'DECLARATION OF PROTECTIVE COVENANTS / _ - _ !- _ I I- � 590 .. - B�,00 �. � •.�5 .___ 5 gFE - . - Ii'DRAINAGE EASEMENT- - 9 _ 55FFE- i 0.6 590.00SWMACCESS 8 s 59z.00 59 •33 59 7 LOT CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED � 0 VAR HPRIATE __ - YD7 B 58 00 ` 538z P i38-i93 - FFE- 592 67LOT 2 - LO-BMT- \\\I E= ,: a .00 ISg,.'''�IOF DEDICATION - D.B. 538z, PG.138-178 / &FACILITY EASEMENT __ - S8 LOT FFE= - I. SBSMT BSMT= I BSMT I BSMT- $ / , - / +' !_• PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT 3 ,iz 50I_• 81. 3 0.16 �� q 58433, 5 4 6e zo'PRIVATE/DB.538z,P .3- 8-I zlDRSINAGPGASEM9NT 4� �r/_ - LOT58 -7935 BSMT 58z.3.6 I 5 49 580.8 5 i7 L DEED OFDEDICATION - D.B. 538z, PG. 6yy 6y8 - Tw as f \ - 80 _ _ s - z.8 sz.3S.x,5aos° . n9 s3 DRAINAGE EASEMENT • PUBLICSTORMWATERMANAGEMENTMAINTENANCE ' ._ -- w58z _ / LOTFFE- .BSMT= BSMT= ,- I 58350--�r/�DB.53$z,PG.138-igz.\ \ �_ AND ACCESS EASEMENT DEED OF DEDICATION - D-B. i j . _ - 6 / F-� S9 595583'67 5 4 I .583a7 II k. _ w. �,' - 8_ �\ �•� FFE= - gz3Ho.z3 it �- - ' - - - Sz83,PG.654659 �5600 __FFE= 1 583-0° 58333 ,,Ix_-6-- - ;,YD5 d \ 5a�.64 581.67 ° Sgo s6600Bw• PUBLIC DRAINAGE EASEMENT DEED OFDEDICATION r- h _�- - - ,- - - - \ FFE= CBSMTSaz.67. - ,�,=- . - .b- .\_ ,6II s - D.B-538z, PG 674-68o - - - - 576 ' f \ 88.8 0.8 - 5. az ,� \ ",� ` I ° t_ I _ _ 5so.47 g-5s:`- --.37 .E7 578aS �_?- i6A ,` : Z 80. na.00aw / I w 59 3 81.6 - 580.00BW - 5 3 BSMT= �. io' PRIVATE " YD13A \ i s 33 E o I :II - = - - 7-- 70 z -- - \ a BSMT= 581-00 r - �9-..\.. - ,_ ---�Saz�y �,\_ : _, '� I. - . - z DRAINAGE EASEMENT TW S84, - LOT 61 = 5-S&.6�' - 0 'i z Bw a 579 \Og \ �°�' • � �' _ es �73 ,-1 . 8 .; ;, 1 .. TS° 6:5orc � I I W 0 DB.53 z PG,138 - 57 FFE= \ na:67 / r \_'- sai.3y ssi.68' _ ' T F 7 C - I I i �-� �- ° S I d: �'T� �� 6 i -- - Z 577.00 - - \, \ s� - r': _, �5r5o Grp i6+oo 16 �- C ° J - - r� = VAR. WIDTH PRIVATE \ ' S -• _ 5 O 15 ^ - Q I- `' PROPOSED WALLS O PROPOSEDVlUP1CS�MAX. IGHT-6' 1 DRAINAGEEASEMENT \„- s79go _ 16B i -�i -� ;PROPOSEDSTORM (MAX. HEIGHT=6') - 0 I (_ DB. G.1 8-i z YDi ni - 4 0 FFE= 53 3 9 3 / `(O P' i6+5o SEWER SYSTEM) O - n 6 w sao 37433 r \ \ �-- _ 566.00rw .. ... ..... I +� J H Fes- c _ � i I Bw ao r - LOT6z o - 14' ,_.. °... ° _. •- ° e:e, i �� - - - 68- 6 64 �----------- i.. 79 378az � I -, li 1"a' 7°33 LOT 63 / / t. •. • %\s�.. - r = y .58°.os -_ -.. ------\-b I : : IIwlFW - -- -- - PROP ED 8" YARD" -- Bw - - - _ - -- 6o BW-- w w o / IN SYSTEM J _ - - n4.00 575.50 _-_ - 5 x.z9_ ---- -- -- N i3 / FFE= n367 -� �4 568.00 Z O O `I i I YDiz FFE= / r o 94 - ---_- m 9.0° Lyy 574.0o LOTI w w w 3 - I o 571'67 -570 o z z N L. O O a FFE= 67 I _ U U z U U x ! ! h . - - - z.00 s7z.oz �/� o O c� - " - DRAINAGE EASEMENT 568:67 , \ \ / / 6= 57940 \ - _ zo' PUBLIC, S7o j 57 LOT 4: 3 � � � z z I - DB. 8z `- 6 > \ / r \ \ / - O ¢ z z f 53 �7 . 9+ , \ 5 9 ----� \ / - s6z.°orw S .. z in in 5' - 9' ro DRAINAG PG 158ME zT FFE 6g,6 5 .o - 570. 557.00sw 60 a o o u' w w 3 a \ \ / / D \ ti-\ i - 0.00 57o.00TW -- m w w 0 0 0 s7 Isosw r _ _ \ „ ' /. 3 576.6e 53 3 9 p c LU N ac L SJO s° s o. \ n9 e7 ,, LOT tiFFE= 80.00 LOT 8 1 ' E3 O F y 1, I 7_33 -_ YD1zA ----- \ s7oa5 xoo PROPOSED STORM 3s� LOT8o 5 _ 3 - 57 LOTi1 z s6y.00aw - - ~ w t=i� cc Iw 3 PROPOSED 3 DECORATIVE WALL I �, /,. _ - \, / SEWER SYSTEM 574 , - 5 33 BSMT= 5-00 FFE- 579-33 6 - - - - - - - - - - - - - - � - - - A o U) cc a a a ° 1 / r \ FFE- 81. , o (NOTE: WALLS 3' IN HEIGHT OR LESS DO 1 - i '° na.o6'\ j S7767 /" LOT79 FFE=58572 BSMT= - BSMT= 6 0 �I LO 17 6 3 W 5b Yl a w W O z z c REQUIRE RETAINING WALL PLANS , = FFE= /, 571.50 5 9 5 } /� FFE= - 567.67 5 6 9z J O m m o s 57 / / o _ 570.33 F,- S�° -\ \ FFE= 80.°0 BSMT- z.16 VAR. WIDTHOPRV ATE s68.00 L f J LnII - - - a a Z m m n ` 5 n5 00o z \ BSMT- 01 d DRAINAGE w w w ns:oo DB. oc a a w aso w I 5�' LOT 64 / �. 9 LOT 78 - 57 7 I I Sz PG.i - - YD15D II } r i .. " I LOT i' r I I n - - - iii - ' - f a: 5 a. s67 as ° FFE- 8.0o PROPOSED YARD DRAIN SYSTEM FFE= 56s 67 s 4 sz w w o - -r- 9 5 7 Uj ' z /-` LOT 65 p BSMT= 68-i YDiSB 'PROPOSED WALL (MAX. HEIGHT-6')� -- �'� 11 � I I I ,I 566.00 �3 III 0 > > � of of o / io' WALL MAINTENANCE EASEMENT - 56B:oo % h° a v bl �I 55 -- -- - - - w w > / y FFE- y y / x VAR. WIDTH PRIVATE --------- _ - - P L------ I I _ - - 0c � w O) cn L DB.538z,PGa38 i9z - 68. - p �6564 / nz.33 DRAINAGE EASEMENT, YD15A --570 - YD156 - _ 568 / ' / /-564-------- III °� o 0 ss9soTw_ - -;�m� 5 33_ - - --' (> -57533 B. 82 66B a .00 - - - �A S66.5oBW / BSMT= 6 . o P 38-19z f 5 56o.00BW 56z.00BW'• i -- -/------- TMP 90-35 w w 5 5 5 568 s6oeW L ao 0 / s _ 76 S66.00TW g ___ YD4A _- 56o ° FFE= T I d DUANE E. AND ROWENA M. SNOW ' c LOT'' W 6a.00BW-55 J _-•--- �� I i•' 6067 56033o NOTE: CONTRACTOR TO INSTALL RIVAT 8' / =' N 556 ^ k D.B.D.B.DB7P. P 7P 0 / s66.00 \ FFE= z.6 / -- ---- ----- ^_ 561.0 5sz.00Tw ✓ DRAIN LINE FOR ROOF & FOUNDATI N DRA NS FFE- 0 1 563.1 \ 57 7 / / f / - -- --- - j : L 9 •I sSzoaaw 657 P. 234 PLAT BSMT= 56z.83 YDiS / 560.00rw 1 WITH io' PRIVATE DRAINAGE ASEM�NT 566.33 �. \ 60 °OBW i' '' i - OT g - - - II 56o;oaBW NOTE: CONTRACTOR TO INSTALL PRIVATE 8" TMP 90-27B / - --- FFE= a6 ss ''': DB,538z, PG-1gz566.67TW ! YD16F LOT 6fi --_ - 1yp4 1O �5g.00 5� 6 _ ss4 DRAIN LINE FOR ROOF& FOUNDATION DRAINS STEVEN W, AND BETTY C. JOHNSON ' S63.67Bw 56k• /. _ WITH io' PRIVATE DRAINAGE EASEMENT D.B. 1026 P. 715 06` ss .61 M 8 i - - - D.B. 629 P. 116 PLAT LOT 6 _ ; _1 j �. 9 \ 6� 56o.o6Bw - - �oB L 8 III + ICI o „ D6.538z, PG-138-i9z `o % 6 -:' - -_I-! ��.- 88 - - y� _ 6° ;,i;.' . _ ��' _ - - .IL I 11 I 4 FE.00 _ 5667 ssZs' it r FFE= s 333 i. zo PUBLIC S6� �.. 5 / 557 L 3 / io' PRIVATE °. o' I ° 'DRAINAGE;EASEMENT I/ "„ 563.67 / / DRAINAGE = 8 PG T7 III ql s6mo�w DB. 8z PG.i 8-1 z 6 I r 3 60 -I x / _ _ I _ -- • I e FFE= :3 sso.00BVT- / y / 53 3 9 56i.00BW ! , -- _-- 5 _ 84 I _ \t SS8 556 PROPOSED DRY SWALE 555- �54.67 53540z �I 0.00 y - - - 83 _., ._ r LOT?,r l \ - --- ' T 6 1 _ � III` _ ---- YD16E-_�---- � , _ �' �/ I I I I r ° i FFE- � z 6 z 6 sSz.00TW I / _ _.__- w s X ss _.9 548.00BW 9 FFE= 61-00 00 I _ � 553 � 5 - 'i h LOT 68- 558I83 56o.67 BSMT= 553..17 \ YD1oA 5WM ACCE - / / / FFE= 8z - - - s SS & r io PRIVATE - _ FACILITY EASEMENT _ r SSo VC, DRAINAGE EASEMENT �60.00 41 : o SSz ss967 DB.538z PG.i38-igz DB.5382, PG.138-igzs57;g3 - - - - gi f LOT 74 I ii I l 60 1 o 548.00 w 59-3 8 46 is T - I ! T I OI,, 547.oaBW 73 ��55933 FFE=559.67 I8 I( FFE= L T5 - • ` ss7 -FFE= OgS _ _ 559.0o I f - BSMT= 549 83 1 /II NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 549,00 548 67 547 37 '¢ ~ 55933 s5166 / 9 r + o I - I DRAIN LINE FOR ROOF &FOUNDATION DRAINS I I - - _ I - I I - I LOT 69 ° I l zo' PRIVATE oSS YD16D1 r 555, 35 - 55a,00 DRAINAGE EASEMENT LOT o FFE= 55833 ° VAR. WITTH PUBLIC - I I I FFE= _ sn 67 55 BSMT- 8. o I D6.538z, PG.i38-1gz o 20'PRIVATE - - 54 5 1 DRAINAGE EASEMENT DRAINAGE EASEMENT II / + 8.0o z .Ir - - h� 8 DB.5382, PG.138=1 z 55 DB 54WFIG:1's8-i4z E- I__ I ro - - - / / DRAINAGE EASEMENT 55 -_ 8. I � ' DB.53$2, PG.z� 38-9z-YD:0 ,L-0- 72 556.67 FFE5 .o- o i BSMT= 547.17 i` •I YD10 - -zD FFE oR' APIRNIVAAGTEE ASEMEN 557.33 - sa ,° z G.i z T s4 z/ \\N YDz 55 a - - 554 �6A 76 -- 0� 54 20'PUBLIC 77, �, r - _ - -_--- - 53 - -p - - o-- DRAINAGEEASEMENT --L_ _ _� RWY LANE DB.5382,PG.138,igz r-y =�ot50 5 s �1#ram = e-- �a- - �._, - 93 Z TMP 90=55 27 %I ; / �-' ° - �, - = N/- LOT 1AI - ROGER SCIIIICKEDANTZ I / D.B. 1244 P. 461 i � y� ,_- �- - - - .. y • _, - - __ - --_ - D.B. 629 P. 616 PLAT I 4 55- z 5 7z 555 7a 555 53 554 9°i S54 z SSz 90 1 55z33 55o,zo 549 °3 547 9z 546.87 I s44 37 "543 37 54z 47 S4i z 540 9 540.25 D.B. 530 P, 164 PLAT ! v 11 75 �- - w 520. y jI III iII I 56SS.S I 54 8z 7 - 4409. --4_z75556.zs 54.9zz a5 n7 493y6.o 44-75 -j4z.og`- 54142 z I 49 ICa L - L 73 LOT o LOT -- LOT 911 - - - L T 8 LOT 86 LOT 88 LOT 8 9 LOT z LOT ; LOT 6 97 LOT LOT ioo Q 4 LOT 85 LOT 87 9 � I LOT g1 9 LOT 94 tflT 9 99 I YDi6C ^ I 93 m SS = - - - -FFE= - s3saw FFE= FFE= FFE= FFE= FFE=FFE= FFE= FFE= FFE- _ FFE= FFE - ;'I FFE=20'PUBLIC 1. 556.58' 556 58 556.58 556.58 555 9z SSS.zS I 553 17 551.83 55° 5° 549.83 548 5° I 1 11 546.42 545;°8 544 4z 543.08 542.4z 54iJ5 DRAINAGE EASEMENT 8° IsRs s�v i 55�3>< 556.0 `7. .�z 55z:67 k SSo.00 8.0- 54DB.538z PG.y3$-lg2 I 556.08 6.556�0 �C - k 5 F4 •�C 554JSX - __ SSz•33 X 34$ sa � 54933 X 47-So'X 1 _ 54519� 544 5 X �4z•5 k 54�•9� k S4i z5 k r 536BW 3 j - s, 7i 2 - 5 5a.33 a SSo 6 49 17 - a.83 547 8 -- - yz_9} S4z 1 539 z z5 536TVd. - O 55 -' SR.z s5z 421 SSz 4z ' z. z 7 5454_9[. 548 58W V�H. YD16B .y - nx ,`ca.mv: az6v_.SSoSov l.l�'S X i4841, 54a-00 5475z.. 47.00E,2 5° 4�._ 1Y 69�._ 4zA 540.44.- 58c. 538.0.. i I �cni.oa I� 0 y io' PRIVATE FFE= L T yy ,67 545.4 y DRAINAGE EASEMENT D I' G,3.3 z 54700 L a y1 I / FFE= T 3 r 59 i --- I II _ I I•= 545.67 i $ I I i LOT z � +I +' A 8A FFE= 544:00 -.- 54z.4 ° b i r iY YD3 54433 LOTS. as 7 FFE= 5G .67 5410 58A' 543 00 L h YDiiA 'J I - ----- --- o00 Soo - �58 5 p PROPOSE RM� _ SEWERSYSTEM "' r'I-zo'PRIVATE DRAINAGEEASEMENT rt xh � � 156A I' I I I ' ------- s6B = - -1--7 -- • Fl _I / i / i 3:11I I ' / C�- WTI _-I- - -- _ I Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) YD-7C - YD-7B 8 3.50 9.7 10 YD-7B - YD-7A 8 3.5D 9.7 10 YD-7A - STR.27 8 3.50 9.7 10 YD-7E - YD-7D 8 3.50 9.7 10 YD-7D-YD-7A 8 3.50 9.7 10 YD-8C - YD-BB 8 3.50 9.7 10 YD-86-YD-8A 8 3.SD 9.7 10 YD-8A - STR.48 8 3.5D 9.7 10 YD-8A - YD-10 8 3.50 9.7 10 YD-10 - STR.54 8 3.50 9.7 10 YD-12A - YD-12 8 3.17 9.0 10 YD-12 - STR.92 8 3.17 9.0 10 YD-12B - YD-12 8 3.50 9.7 10 YD-13M - YD-13L 8 3.00 8.7 10 YD-13L - YD-13K 8 6.25 15.2 16 YD- ION - YD-13J 8 6.75 16.0 16 YD-13J - YD-13C 8 8.58 19.8 20 YD-13P - YD-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.7 20 YD-131 - YD-13H 8 3.50 9.7 10 YD-13H - YD-13G 8 2.67 8.0 10 YD-13G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.83 14.3 16 YD-13D - YD-13C 8 8.50 19.7 20 YD-13C - YD-13B 8 3.50 9.7 14 YD-13B - YD-13A 8 4.83 12.3 14 YD-13A - YD-13 12 3.08 9.2 10 YD-13 - STR-94 12 3.50 10.0 10 YD-13N - YD-13K 8 3.5D 9.7 10 YD-15B - YD-15A 8 3.67 10.0 10 YD-15A - YD-15 8 7.67 18.0 18 YD-15 - POND 8 4.00 10.7 18 YD-15D - YD-15C 8 2.67 8.0 10 YD-15C - YD-15A 8 6.67 16.0 16 YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 1 12 5.25 13.5 14 W Q CD N N N O O .N-i 0 O O co 00 00 O NO N N M \ O N n IN O o E _ o c LU C Cn ti o M M o 3 Cn N 0 o c i N W C) z N N J > m zLU 0 r ^ Q N J a J_ Q a W LIj F- LU ° L9 � z° 3 o c ZE J 02 S Q J Q o = U H > dS o ' Y ' n V � o z� of U Pn a0 o �> Ul c° z I LU zz_ ' n `.J W w � �� � 0 z w ® (n o - � 00 1 a I ": , YDi6 0. + i _._....._. _..__.-_...._. - DB. z8 PG. 06 Va Public Servile Esmt. 5541 ; • ,; ; SWIM & WITH io' PRIVATE DRAINAGE EASEMENT ; _ + y o= - - No SCALE I e. 53 7 - a 221 P/3D5 V? iBWI:, - FACILITYEASEMENT - ____--_-_�$.� z,PG.i38-1gz- -- _--- SWMACCESS& zA - -- - TATIDN 105 J Q T t . / F'ole a J r \ W I s N 3882993.340 _ 1 "'' FACILITY EASEMENT DB: $z��i.i DHE oHry--------- -o le •--547------`` =-- , 53 , 38 �9 __ _ z ', / - - - "- - 36 - - - - -- .- _ _ E-1,4 82334.683 O m / E -- ----- vD16A - 6-------- �i _� - - - - - - - - - - - - - - 11z ELEV I9IsJ 527.7± CD / --- PROPOSE D SWAL I -- ; /-- 5 -- 5!�'-------- `-------- - -�--- g5 - -- --- - 106 - - ----- -- `"- - -- ---------- -- ----- --- �- --- i �\ N - - - _ PROPOSED UNDERGROUND STORMWATER _ OHE - - - ' og s /T///////// ///// 1/////10%1/�/�IIO��/I/��� ���������. l --d61 -d so MANAGEMENT DETENTION FACILITY 1��11���-_ I�I���I����`L/1�; _ _ - - 534 -- - - o - - _ --- - - 10 _ ----- _ _ \ 530 � � � a LU�- -------------- - - - -- --- - - - - - -_ - 1 ;'--- - - O w m - - -- _ ----- -- s�O - 526 a 96 - _ - -- - U.S. R-T 20 (80) SCOTTSVILLE ROAD (55 MPH) N ♦ - -m \ - \ O� " / 101- HWPB.1 PG.354 '' H / \ - - N / - ___ __ Ic s A E N MAILBOX ;'''-- - ' - ------ / 0 / ❑ - - -- - i 1 SCALE / o or(/ MAILB X /INS 3._ - - _ - __ _ - -- - _ ---- _ --- --- - 30 D '-- -- sso -- MAILBOX------------------ MAILBOX.-- - _- ---- - FEET-) ~ SHEETNO! )HT OHTV - OHTOHN _ OHTOHN-. \ \ - INV INS o _ ��_ - ' - - - - _ MAILBOX - �� -- - - __ - 8 44 I - I I I 1 I I I L I I i I - 41 _- - � � / / / / / / ✓ \ - - �/ / // � ONE ' GRAPHIC -SCALE I(P o�9 !12' _ - 1 - -1 ivcli .TO ft. I - ' i 630 10' PRIVATE I DRAINAGE EASEMENT 6 �� > I I _ = E H 4 ROPOS D WALL (MAX. HEIGHT-6) ! / 622 / 6i8Bw 40 + / 9 6zo 1 / _ YD8C _05 YD813 - - II, 6zysw - - r - - / 8 TMP 90-33 'FFE= PROPOSED YARD RAIN SYSTEM/ 4 I _ - / I FFE 621 i FFE= 62z.17 6z2.8 . 1 sz6TW - - I JED.BN4254 PGS11I8� / /' O - o / i _ / G \ _ 6zo.84" '6SMT- S BSMT SMT 1 6 zB - 099- - - - - - - i' 10 PRIV E% 619' BSMT= SM 7 611.67 61z. 3 613.0o �c DRAINAGE EASEMENT 624 2 / 6ig.oa' 611.67 611.6 LOT 1 III LO" i 6. 06 �9 WALL 26 6� FFE= LO 3z 6z2.007� - - E: / / '� • 0 268 L T 33 , I" 6zz. 3 I MAINTENANCE EASEMENT 6n.33 33 -- _ 5 - 6ss33-- s m -i c- D6.5382, PG.1 8-1g2 - - - - SMT 6�6rw. - - i 63 6ao.84 6u.67 61zaw - = NS - _ - 0 CJ �Q s / 6a7s° LOTS SMT= LOT -- - -- - - - ` . //// - - - -- � - 069 - - - a- -- - - - � b9 � f -6m z3 - 1o.8g '6u:z5 - - P -- -_ - - FFE 611 LO �� 09 70 SMT= 7 - ,. 83 =\ .FFE- 1ofi " CIF-�. /_• 612 W • 33 610 03 _ 611.00 j 611Bw _ 620. � 46 61o.35EP - t' \ /-- --= 6 4- _ _ - =62° YD7A s4 o$ 1. , - uz+5o _ 1 _ BSMT ,' \ -' 0£9 7 /I - I YD]D G�6 \ FFE= 61i.00 j /\.z6 4' _ 48 _ F - - - / 3 I - \ \ \ 6zo.84 LO q 50 �_ TMP 90 35AI ANG HOLDINGS, LC � � � / 0 - • / ' i I LOT 42 FFE= FFE= II\ ,yo BSMT=1o.67 Q9 i �. VAR. WIDTH PUBLIC FFE- FFE- 611, o, 9 y." \l/ 0 0 a • T / \ / D.B. 1026 P. PLAT D.B.657 P.234 PLAT a' DB15 AIN82GPG i58ME2T 631.84 _ 65MT= 628.50 BSMT= f \ )r�O 1067 VAR. WIDTH PUBLIC \' / 53 i 3 9 BSMT- BSMT- .O - � DRAINAGE EASEMENT ,- � \ 'I 622.oa �� 621.33 ��' 618.6 I 616 00 / 34 \ L0 4� 7 39 li ti j✓ \ i 61orW \ _ I -1 9� 63° I - LO o ' z ..\" / YD9-- -- - o \\ \ \ \ / - x �6z1.67 i�i 621.00 LO 40i 61g fi7. \ {il \ \ r 6 66W rn • u s 9 Ao81 - I ��/ - .�, \� `_ '9 -_.'° �, 3 � � - � _ � � \ YD7 _ _ \ zJ� 46 ; ! 609•33 L � W I, � \ \\ � \\6'\\1 \ l 73z <: - �i� .�.. 4$ 60$'r III• _ Imo/ \ \ \ \\�\\\ \ \\�... •4xa -- _ �__ - - ooTW \ \ I 6o6.\ \ %36 0 " 1 bh 'I E 60700 06.0 1 - \ 630.65 • / 32A - 3 .. „ • _ � -,__ zg / ! /!'' I, I I ! fio733 L_600.00aw � \\ \\\ \\\ ( I Up #aaoo -- - z8 a4 zo' PRIVATE I ; L 1_ LOT6 - 5 i Q r \ \ \\ \ \ \\ \ \ 1 \\ \ P. /{�-- 1f DRAINAGE EASEMENT 605.00 6b395 VE PROPOSED)S ORM' 3oA / z DB. 8z, PE. "8. SEWER SYSTEM _ 3 53 0 i \ \ - - - __ .� I � _6z�.68: - �• _..' ' •'-, LOT 25 , \ o, lit I ! i I Ii 1 630.34 • / o - ,g _� a• - L , \.:\ 60 00 6 z.o4 LOT 4 z8 �� �ti o �. , 3 z ° 6 _ 3 - - NOTE: CONTRACTOR TO INSTALL PRIVATE 8"0333 L 5. DRAIN LINE FOR ROOF & FOUNDATION DRAINS o 6 1. T_ WITH 10' PRIVATE DRAINAGE EASEMENT-E= + n - - Zfl - - 3 33 } « __ _ - - .\ , v DRAINAGE c BSMT=" LOT4q � ': - i - -r -�.__ ` \ zz ' DB.5 601.33 T24 S92.00TW •IIg�� SB -- - - -i�-- -- - 621.So FFE= I 6z,. _ �� �. - - - �� 6j� ,_$.7�P L _.. -I - 55% 590.o0BW J 10 PRIVATE 6zz.ga I sO' L LO L 600.00TW BSMT= LOT 3 _ 6zoa5 617s9 - FFE= 3 599.0o 594.00BW 62o.83 FFE= S YD1 N DBAINB GPGASEMg�T I \ i 59933 620 / 629,337- - L LOT 47 LOT 48 LOT 49 \ 60o sI3% -,I 66 z� NOTE: CONTRACTOR TO INS I ALL PRIVATE 8" \ -- - - -BSMT=-- ' DRAIN LINE FOR ROOF & FOUNDATION DRAINS I 625 92 FFE- _ - 6i o 6zo BSMT- = 6z a 620.S8 6�7-9Z I - - 01+ \\ \ s- ------- SWMFACILITY& g 616.08 BSMT- BSMT I 6 --- � 3� 5 9�5 wl T WALL ' - - - - e 633.4i 0 \ �0 s LO 22 MAINTENANCE EASEMENT ' ACCESS EASEMENT.. - I-i / / = +� OSMT- f z1 9 - 594.00 5936 / 10' PRIVATE 6 \ 608.08 / o YD6 FFE= DB. 82"PG.1 8-i z i VAR. WIDTH PRIVATE 610.74 �� 10' PRIVATE \\ V 594.33 - i DB.538z, PG.138-192, ` 53 3 9 DRAINAGE EASEMENT 8 DRA NAGE EASEMENT ,)' L \ = 1 2 / I J DRAINAGE EASEMENT WALL MAINTENANCE EASEMENT \' - 0 - - Y- 6i4 - B-.538zi PG.131 zDi4 PROPOSED \ WALL (MAX. HEIGHT=6') PROPOSED DRY SWALE YDi3K -I ---- - - r \ - - , _i... . • i -- -- -- --- - --- - aw a - / �� w FFE= 590.00 sag iz.0 I 588:ooBW \ \ \ \ \ 3 AR.WIDTH PUBLIC 590 33 LOT ��0 4 b s7 \ T-- ----- - DRAINAGE EASEMENT - _ � � a� VAR. WIDTH PRIVATE - _ YDi F YDi G - \ _ 6� - -DRAINAGE EASEMENT- - - - o - - - - YD1 D YD13E - 3 3 -59z - 59 19 LOT�g sa4.00Bw \ - _ _ - - -- - - fP / ' >- 59083- _-559.50 :\ I I� 20 - I PROPOSED YARD DRAIN SYSTEM 3 - - - - - g° PG.� $-1 \ i 58833 sa8.00 sa s '' 3 6o6 _ - DB_ / YDi J 596" 59 - 1 - , P - - \ 3 y ATCH CNI SEE -SHE TB.OT I 06S OT 1S- 6 578.00 \ ' I YD1 I YD1 C 5 2 \ zoo- 53 III IL.I ._ Sas ooTW tOT 52 LOT 5i tOT 5o 586.33 sa6.00 6 sa46 s80.00sw' \ \ / VARN/IDTH PRIVATE' z -LOT 54 FFE= FFE= FFE= FFE- I / \ \ \ 0 SWMACCES 8 'sag.00 S9 T55' FFE= \ \ \ DRAINAGE EASEMENT i. o.00 ° FFE= az o \ \ \ \ / S VAR. WIDTH PRIVATE -- - a .o0 8z, P 1 8 1 z FFE= BSMT 59 33 BSMT 59 I LOT 17 &FACILITY EASEMENT DRAINAGE EASEMENT 8, i LOT 7 3 FFE= S 593 33 BSMT= II BSMT= BSMT= I BSMT= "BSMT= /. 58433 ss4.00 / DB. 8z -F .i 8-1 21 PG 1gz \ FFES 3 i7 53_ 3 - - - - 8z.8 8i. 8B.i6 w L - zo PRIVATE R LOT 8 593 5 BSMT- 5so 50 579 3 _ / / 5 5 59a.83 BSMT- I I 8 0 5 -58z so II sal e3 5 5S39i6 1 580.8 5 6 s DRAINAGE EASEMENT \ w5sa LOT 59_ _FFE BSMT- 8 .6 84 5 3 5 LOT 6 -1 DB.538'2, PGa38-i9a_ 1 0 5 3 7 S s83.17 --- x - i S/ o I S � � , I � LOT 6o- BSMT 8 00 x 78_ YD5 581.64 581.6] 51 33 60 3 $Bp 57z.00B \ - /\ ."58z.67. � -� I m .z5 , I Q ,i ( I 1 ... 566.00BW �. \ 0 5 _ s,00 \ FFE= 5Fo.8 5 3 ss333 - I -- i 80.00TW \ \ - - 9 3 81.6 N � _ _ I . 576 \ \ 88.8 5 7 _n8.4s, \ ' i' YD1 A 5 3- �-BSMT= I 58i.33 V \ ��'"a� 1 '--..'I a+-590.47- -_ 79.65= 37 87. 16A gee., zT58o - - -- -- -'-I . - 574.00BW \ 1 \ \ 10PRIVATE _ 3 �. - \ I BSMT- 5 � I 58ia4 DRAINAGE EASEMENT Tw5a4, r'LOT 61 579.00 B-5382PG.138-i 2 _ Bw 5 a FFE= 6 \ \ \ VAR WIDTHP PRIVATE \\ O" ss� e - 01 5�0 i5 So' I �d 16+001 16 Q - o - - �� a _ -- y - 1 0 9 1 PROPOSED WALLS ( AX. HEIGHT-6') / p69 R > I o I _ -� , r \ I� 5 PROPOSED WALLS i - 16B - i PROPOSED STORM 1 (MAX. HEIGHT=6' 1 _ DB,53 G.138-1g2 YD13 \, , / 1 A W A - _ - 16+ 0 SEWER SYSTEM \ \ \ \ FFE= - - - \ LOYO1-- -" ✓ _ 5 \ DRAINAGE EASEMENT \ S0 - JI I- 64 66.00TW ' s 4 574 33 576.67 P 6- BwSso YD1zB / - } a 5 \ 5�60.wlilw- - - - - - - - 2 ., _ .. 6w 80 - - - LOT 6z ;' 70.33 LOT 6 / / ` \ _L - - s7 a9 57a12- ROPOSED 8" Y RD' 3 - / SBo • q _ 5ao.o5 - - -- -- - F s7G.00TW \ \ DRAIN 5 517367 c Ds7314 '- �� - - YD12 FFE= 0 94 -- __ - } _ �_ �g.00 ' ¢ I m 574.00 LOT 5 o f \ } } pI ° \ 571.67 / , i x5 f - 5a1.00 s79 7 12 0 1 8 FFE S 581.67 - A i 1o' PRIVATE A� 5 / \ \ \ 57a.33 / Y / s�6 ' ng.4o o, o , ` - 57z.00 5171.67 157101 III I 6a.6 -_ - I LOT DRAINAGE EASEMENT �_ ���_ �� \'\ � / 1 20' PUBLIC S2o I � 1� 1L¢ s - I , r D$.538z, 9 \ 5 9 ----'� \ a ` DRAINAGEPGa 8nE EASEMENT FFE= - 0 9 57o;5oew 6 _ / 93 \ / \ 6g 6 �s o 1 57o ssz ooew s�o 573So z . J 570.50-----_ Y)12A ----- \ 7075 o PROPOSED STORM66 579.67 -1,. - LOT81 L; LOT83/ 570,0o LOT�13 570.00rW y! $J033 \ \ o a�eio LOT 8o FFE=580.0o 564.o0aw PROPOSED 3 DECORATIVE WALL _ _ \ " SEWER SYSTEM 574 FFE= r b (NOTE: WALLS 3' IN HEIGHT OR LESS DO I" ° ` - \ ti x FFE= 581.33 BSMT= 570.17 579 33 _ - - � 57 5 BSMT= 6 o I _ 6 - NOTREQUIRERETAININGWALLPLANS'� ^ FFE= _ j�;:� �r `� �. 54.0'6 577.67 LOT79 A\ FFE=582.0o BSMT= 1. o5 95 u 0 i� FFELO 1; ss767' �5e.g31 s - / BSMT 57z.16Uj LOT8z -, 568.0o e " _j a p _ � FFE= 580 0o r VAR WIDTH PRIVATE - " 50 LOT64 - 57�-00_ 11 ,<_ 92 g BSMT=57o.17 d DRAINAGE EASEMENT -. . osw 9'' 7 L 91 -- YD1 D _ _ DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA, (in.) LENGTH" (R.) SLOPE (%) INVERT IN [WERT OUT MATERIAL INLETTVPE Curb Type SLOT LENGTH RIM ELEVATION 36 DI3B CG-6 8. 626.17 35 15 159.59 0.51% 621..92 621.10 RCP 34 MH CG-6 - 631.25 33 15 74.04 2.26% 621.00 619.33 RCP 32 DI-3B. CG-6 10 626.50 31 15 131A7 10.67% 619.00 605.00 RCP 30 DI3B CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10 RCP 28 D1-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 RCP 26 DI-3B CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI-3B CG-6 4 608.25 23 15 56.62 7.19% 600.00 596.00 RCP 22 DI-3B CG-6 8 600.67 21 1 15 1 98.58 7.78% 592.00 5B4.33 RCP 20 D1-3B CG-6 10 589.92 19 15 38.02 3.29% 582.75 581.50 RCP 18 DI-3B CG-6 12 588.08 17 15 75.76 7.04% 577.83 572.50 RCP 16 DI3C CG-6 6 577.42 15 24 27.79 0,90% 569.75 569.50 RCP 14 D1-3B. CG-6 10 577.33 13 24 44.70 6-33% 568.75 565.92 RCP 12 DI3B CG-6 8 570.92 11 24 120.50 6.29% 559.00 551.42 RCP 10 DI-3B CG-6 10 666.42 9 24 131.35 4.76% 545.00 538.75 RCP 8 DI.3B CG-6 10 543.75 7 24 66:86 1.99% 533.00 531:67 RCP 6 DI-3C CG-6 6 539.17 5 24 64.02 1 11. 530.11 529.10 RCP 4 DI-3B CG-6 6 536.00 3 30 78,31 1.79% 529.00 527.60 RCP 2 DI-3C CG-6 8 534.00 1 30 30.16 0.83% 527.50 527.25 RCP 2B DI-38 CG-6 6 534.25 2A 15 42.41 1.77% 620.17 62542 RCP 68 D13B. CG-6 14 539.50 8A 15 3'95 2.85% 534.00 532.92 RCP 8B 13I-3B CG-6 12 544-00 8A 16 35.22 1.429/b 537.25 536.75 RCP 10B DI3B CG-6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 16B 1313B CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 30B DI-3B CG-6 12 610.92 30A 15 28.62 2-86°k 604.92 604.10 RCP 326 DI-38 CG-6 10 626.50 32A 15 27.72 1.52% 619.75 619.33 RCP 44 DIA CG-6 - 641.75 43 15 186.10 t02% 637.50 635.60 RCP 42 DI-38 CG-6 8 841-00 41 15 178.91 1:44% 635.50 632.93 RCP 40 DI3B CG-6 6 637.75 39 15 17425 2.71% 632.83 628.10 RCP 38 D13B - CG-6 6 633.58 37 15 44.24 4.52% 628.00 626.00 RCP 48 D1-3B CG-6 6 609.33 47 15 46.83 0.68% 602.42 602.10 RCP 46 DI3B CGE 4 608.92 45 15 54.77 3.47% 602.00 600.10 RCP 54 DI-3B CG-6 12 544.75 53 15 45.67 1.050/6 538.58 538.10 RCP 52 DI-3B CG-6 12 545.08 51 15 131.98 3.71 k 538.00 533.10 RCP 50 DI-3B ;G-6 8 539.25 49 15 39.24 6.37% 533.00 630.50 RCP 66 DI-3B CG-6 10 595.33 65 15 184.89 11.21% 5W60 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10 52% 568.67 557.52 RCP 62 DI-3B CG-6 10 562.33 61 15 107.75 0 12.44(0 557:42 544.02 RCP 80 DI-3B CG8 10 549.33 59 15 106.81 9.13% 543.92 534.17 RCP 68 DI-3B CG-6 8 539.92 57 15 48.29 4.97% 533.42 531.02 RCP 56 D13C CG-6 6 538.08 56A 24 120.02 0.54% 530.92 530.27 RCP 56B D13C CG-6 8 537.75 56A 15 43.70 0.53% 531.25 531.02 RCP 588 DI-1 CG-6 - 538.00 58A 15 34.13 0.67% 533.75 533.52 RCP 70 DI-3C CG-6 8 576.17 69 15 28.48 3.16% 571.17 570.27 RCP 68 13I-3B CG-6 4 576.17 67 16 15.79 3.17% 570.17 568.77 RCP 84 DI-3B CG-6 8 559.50 83 15 28.91 0,52% 552.50 552.35 RCP 82 0I-3B CG-6 6 559.00 81 15 96.83 3,17% 552,25 549.18 RCP 80 131-3B CG-6 6 555.00 79 15 44.75 0.51°k 549.08 548.85 RCP 78 MH CG6 - 554.58 77 15 77.99 0.51°h 548.75 548.35 RCP 78 DI-3C CG-6 8 555.00 76 18 43:9D 0.52°l° 548.25 548.02 RCP 74 MH CG-6 - 554.25 73 18 56;81 0.56% 547.92 547.60 RCP 72 MH CGS - 554:25 71 18 19.87 0.86% 547.50 547.33 RCP 94 DI-3B CG-6 8 577.00 93 15 85.75 9.13% 570.50 562.67 RCP 92 DI-3B CG-6 10 566.58 91 15 37.69 O.6T% 560.25 560.02 RCP 90 DI-38 CG8 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 DI-1 CG-6 - 562.00 87 15 75.70 t22% 557.42 556.50 RCP 96 DI-1 CG-6 - 534.00 95 15 25.51 0.67% 530.00 529.83 RCP 106 MH CGE - 536.00 105 36 236.91 0.73% 523.97 522:24 RCP 102 D13B CG-6 12 529.58 101 42 48,49 0.89% 522.14 521.71 RCP 112 DI-1 CG-6 - 527.58 111 24 36,57 0.71°/° 522.50 522.24 RCP 114 DI-1 : CG-6 - 524.50 113 15 44.85 0.74% 521.00 520.67 RCP No. 35791 1n 10/27/204 ZONAL E�Ol Z Z Ov V/ U ZO a Q z O z I O I O U U r U cc W i WCC ////y� W Q W F Q V/ J wm wm H Z o � r ' m z a a / W W CK: W a W a r W cew D) U) I O O O O N N W N O O o O O ~ N CO N 00 al O O L9 M M Ci) N N W a) z a) N J W W Q . Ld � J Q 0- U) LIJ � w z L9 o J � � Q Q J U 06 W Y J � � z D ��// I L I Ul W Nw I_ ­II c � (Ln i n w v Q O ® O N w a � JOB NO. 182157 SCALE 1u = 30r SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS OVERLAY ALBEMARLE COUNTY PROPOSED 1" sM-9.5�_ CE COURSE SURFACE COURSE GENERAL CONSTRUCTION NOTES EXISTING -- A" BM-25 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE PAVEMENT Imtfflffll INTERMEDIATE COURSE 2. DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 1. PRIOR TO ANY COIVSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE NRG/N/A EX. STONE SUBBASE / /\ \ \� // / / / -- / / / / \/ //\% j /// /..... /� 9.s" z1-A BASE COURSE \ \ - _ C�uecR \ \\ \�\ \/ THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER DEPARTMENT OF 7RANSPORTA77ON ODOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY of COMPACTED IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE SUBGRADE APPROVAL. REQUIREMENTS OF 7HE PERMIT SHALL GOVERN ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - ROUTE 20 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 2 ALL MATERIALS AND CONS7RUC770N METHODS SHALL CONFORM TO CURRENT SPECIFICA770NS NO SCALE NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF IADOT UNLESS OTHERWISE NO1FD. ASPHALT PAVEMENT SECTION SHALL MATCH 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF 3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 5" SM-9.5 THE EXISTING PAVEMENT SECTION. DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT GRADING OR OTHER CONS7RUC7TON. SURFACE t5" COURSE COURSE SURFACE COURSE TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERALIZED, SEEDED, AND MULCHED. 3" BM-25 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: IER7ICAL). WHERE REASONABLY INTERMEDIATE 1" BINDER COURSE INTERMEDIATE COURSE 6. 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL OBTAINABLE, LESSER SLOPES OF 3.•1 OR BETTER ARE TO BE ACHIEVED. 6. PRIED, RIP -RAP OR STABILlZA770N MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION z5" 21-A \ \ %�/! \ \ \ 5" 21-A BASE COURSE \ \ \ SHALL BE STRICTLY ADHERED TO. OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A BASE COURSE COMPACTED � R \��!/�/ \/ / COMPACTED. SUBGRADE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRAINAGE CHANNEL. 7. ALL 7RAfT1C CONTROL SIGNS SHALL CONFORM WTH THE W4RGINIA MANUAL FOR UNIFORM SUBGRADE j ASPHALT PAVING - AVON ST EXT 9. PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE N07fD, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS - ASPHALT PAVING PARKING SPACES NO SCALE TURN LANE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. No SCALE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ' //I 9. ALL EXCAVA770N FOR UNDERGROUND PIPE INSTALLA710N MUST COMPLY WITH OSHA STANDARDS NOTE: THIS IS A MIN. PAVEMENT DESIGN. ENGINEER; OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONSTRUC7/ON INDUSTRY (29 CFR PART 1926). ASPHALT PAVEMENT SECTION SHALL MATCH 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. THE EXISTING PAVEMENT SECTION. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. COURSE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: ACE SURFACE COURSE INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. I. INSTALLATION OFANYENCLOSED DRAINAGE SYSTEM BEFORE ITISCOVERED. 3"-4" BM-25�� INTERMEDIATE COURSE ROAD NOTES I RIGHT-OF-WAY INSTALLATION OF ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT OF WAY BEFORE BEING COVERED. ASPHALT-. - S: - a a '// 5.5" 21-A BASESE ACOMPOACTED � � � // // / / // � w,,, � \ \ GRADING: III. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF � SUBGRADE 1. THE LATEST ED11ION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA ROADBED BASE MATERIALS. COMPACTED ASPHALT PAVING - PUBLIC /PRIVATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS SUBGRADE PROJECT. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, I 5 ASPHALT PEDESTRIAN TRAIL NO SCALE STREETS 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. OF WA WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF HE ENGINEER. Y TH I F T G NO SCALE - z" sM 9.5 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED SURFACE COURSE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PAVEMENT DESIGN PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES FOLLOWED BY FIELD " BIN DER 1" 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. BIN COURSE NTERM SUBGRADE. vi. CONSTRUCTION OF PAVEMENT INCLUDING DEPTH AND DENSITY UPON COMPLETION AS PART OF 7" 21-A BASE COURSE \ DRAINAGE: THE FINAL INSPECTION. COMPATED 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) SUBGRADE ASPHALT PAVING - ALLEYWAY FOOT. EACH INSPECTION. EACH OFTHE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD NOSCALE CONDITIONS INDICATE. viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 3. All DRIVEWAY ENTRANCE PIPFS SHAI I RE A MINIMUM OF TWENTY (70) FEET IN I FNOTH AND HAVE A MINIMUM DIAMETER TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION ELIGIBLE FOR STATE MAINTENANCE. SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS I I POINT OF SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. RIW RDCUReP c/L FINISHED GRADE R CC-2 CURB PAVEMENT: 1 4�' i' 14"• 7' 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 W� APPROVAL THE PROPOSED METHOD OF CORRECTION 4260T (VARIABLE WIDTH) NOTE: CONCRETE SH BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. i a . VA VAA VAA VAA VAS' �0�/�/G�//�/, 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. BA.SESE I 4' LDOT 4" 21-A STONE BASE 3, TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE $ fa 6 IVAIE CONCRETE SIDEWALK Z5' ('(NAVEL LANE] (TRAVEL LANE) P BASE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. IT• E/P-E/P NO SCALE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS zz' PRIVATE Rono RLW BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5, ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED TYPICAL ALLEY SUCTION - eW ' PRIVATE ROAD PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. (PRIVATE ALLEY) 15 JfFH DFSTICN SPEED NOT TO SCALE 11 A 5' WIDE CONCRETE SIDEWALK C& G CURB & GUTTER POINT D FINISHED GRADE SURFACE & G CURB &GUTTER 5' N90E CONCRETE_ SIDEWALK Ilk REST \\ EXIST. GROUND g.t EXIST. GROUND 2X 6' PLANTING ST MOT 21A STRIP STONE BASE 2% 4'1A0T s ICE BASE 2,g SUBBASE 4' DT• SFC� EASE 2% 6' PLANTING STRIP 4' VDOT 2fA STONE BASE EXIST. GROUND 3A EXIST. GROUNN\ EXIST. GROUND EXIST GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND r I 14 (TRAM LANE (MEDIAN) 11 " A LANE - 39. F/C-FtC 61RUO TYPICAL NEIGHBORHOOD STREET SUCTION (61 ' R/#') ENTRANCE OF DAUPHIN DRIVE (PUBLIC ROAD) CS SSAR RESIDENTIAL & JfLYED USE SUBDIVISION STREET DESIGN SPEED. 25 ifPH CG-6 POINT OF CG-6 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GL SIDEWALK SURFACE 2% 2% 2% 6' PLANTING 4' MOT 21A STRIP STONE BASE 45RERT BASE SUBBASE 5 6 2.5 10' Io' T - (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 6' PLANING STRIP 5' WIDE CONCRETE SIDEWALK TYPICAL NEIGHBORHOOD STREET SECTION (6-6' Rl fr) PORTIONS OF DAUPHIN DRIVE PUBLIC ROAD CAS-SSAR RESIDENTIAL & JfI.YED USE SUBDIVISIO STREET DE ICN SPEE.0. R5 JfFH PARKING ON ONE SIDE ONLY 5' WOE CONCRETE SIDEWALK 6' PLANING 4' WOT 21A STRIP STONE BASE 4' GO CURB & GUTTER i 2% POINT OF CG-6 FINISHED GRADE CURB & GUTTER 5' SURFACE \\\ 2% 4' EXIST. GROUND -I- EXIST.GROUNN\ I TD I_ ID' (1NAVEL LANE) (TRAVEL LANE) 4; R/PI TYPICAL NEIGHBORHOOD STREET SECTION (43 ' R110) BER#72V LANE (PRIVATE ROAD) GS-SSAR RESIDENTIAL & .fff= USE SUBDIVISION STREET DESIGN SPEED- 25 .ifPH OIV-STREET BU.ffP-OUT PARKING ONLY NOTE RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES CA Cc-6 POINT OF Cc-6 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 5' WADE GONG SIDEWALK \ SIDEWALK SURFACE \ / 6' PLANTING 4' MOT 21A STRIP STONE BASE 4, - 1G, - t to'- (TRAVEL LANE) �AVEL LANE) 24' F/C-F/C 6' PLANTING 7771 STRIP EXIST. GROUND EXIST. GROUND / EXIST. WNO EX/ GRTS . O(1N\ TYPICAL NEICHBORHOOD STREET SECTION (49 ' R/r) LOYOL.4 Jr4Y (PUBLIC ROAD) AND PORTIONS OF DAUPHIN BRIVE(PUB, I ROAD) AND SIIERIIJAAN STREET (PRIVATE ROAD) GAS-SSAR RESIBENTIAL & JfIXEB USE SUBBIVI ION STREET DESIGN SPEEB- 25 &PH ON -STREET BUJfP-OLT PARKING ONLY NOTE: RIGHT-OF-WAY WILL VARY IN LOCATIONS OF THE BUMP -OUT PARKING SPACES AND. AMENITY SPACE Pavement Design RF= 1.0 Location ADT ACV Design ADT CBR SSV Dr Surface It a Base b a Sub -base In a Dip 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 Loyola Way (Public Road) 283 2 303 4 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 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 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.2E BM-25 1 2.2E 21A 7 0.6 10.9E SIDEWALK (WHERE REQUIRED) VDOT STD. CURB CURB CONSTRUCTED ADJACENT TO DROP INLET FLUSH AND FSH WITH INLET TOP WITH TYPE 'A' NOSING L 0.5' O 777 r:: ...x�=__r • .. E-y.�.i _:ice �',_'i'-• 'FLOW LINE;L4. ..Rv: .'.•: '�.''!' .. tJNFi• 3' T .FLOW 6' MIN. TRANSITION-{ MIN. TRANSITION VDOT STD. ROLL-TOP CURB SECTION A SEE DETAILS XS-3A AND XS-3C PLAN NO SCALE wM GO 0 ;a �o � 4 J O= 00 wO_ a aoo 1.6't I+- 0.5' _ '4}_I______ ' ' T'N _ 3. SECTION A -A NO SCALE ' - I R1IIA in -�- T� Rtfl6i } 2 I t� --�It dldefs Opllon: Ales may be convete. SoXan of aWb may follow slope of subbase provided a minimum dept of 7 in tes re mainleined. I as In-+13NOin RDIWop Curb TRIP GENERATION, 111 10 0' LOT Lor L oT wr N! / 3' P�O� / GT OT 3 I - 0i Sf{ERIDAN ' or LOT LOT LOT LOT STREE 4 0 Ds _ T iG i f fi i \ LOF I x 41T mi L TT I� DISTRIBUTION `a°GT qoT LUI LDT \may. IBe%RESIDENTIAL RI I So%COMMERICAL TRAFFIC \ I.: ,B I II LDi lOi LOT LOT LO LDT LOT LOT 54 5I 52 51 5 t LOi 1 It LOT 5 V n L p DT 61 J II B2 _LOyOLAWAY � SLOT J¢ 5 I I 1 I LOi 0' 4 I y LOL t(�� 1� l: LOT LOTI II LOT LOT LOi RR 93 W Sa mg eA 8V ' I 12 r Ia, Loi I I LDT � I n fis OT o T I fib / Tj a Loi x ST r .i i Lor I f - eb z t1 T I I I LbT F5 _ d& LO{T � F LOT CI LPT I 5 I a DT Oi ILOT LDT 1 " oT I toT I. 2 I� ^ Loi ,. IJV®V®VIIJIJ `G`�JJ `I®VV®`I`I f_I■(<�f.11MI, �i°I`WJ�l`iA� faa;I�fai4 s�II■1rartir41�E� 9 T A41 �- 117 io 000 SF OFFICE i ' BLDG ' DISTRIBUTION L I _I '-� zo0/a RESIDENTIAL E �1v L - -- 3 So%COMMERICAL TRAFFIC _ - _ t TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) Too MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 io,000 SF COMMERCIAL OFFICE SPACE - CODE 710 (PHASE II) RESIDENTIAL COMMERCIAL (PHASE II) ADT: 732 VPD (366 ENTER/ 366 EXIT) 98 VPD (49 ENTER/49 EXIT) AM PEAK: 46 VPH (ii ENTER/ 35 EXIT) 12 (io ENTER/2 EXIT) 0 W Slope break for Ale drawKW. if req'd. g R- 2 Feet 4 U o a Bock of Curb o o cv ii1 - u v o 1it :11 0 a w ill! I I o riLli l I I n iiliEl i t - 1 Constr. Joint J i Moinliine Edge of Pavement lhiveRroy Entrance Warp Transition Roll lop curb Part Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rcdiue Return Worp Curb profile to moth drivewoy enlronce opron Grade wi(Nrc, 4 leel B.,h side a1 Gwen above Evert line. arive.ey Entrance Cpron for Rolllop Curb Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION NOTES: L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2 CONCRETE TO BE CLASS M IF CAST N RACE, 4000 PN F PRECAST. Y. COMBNATION CURB M QILER HAVING A HMO OF We E PLAID FOR AS R� COMBNATTIOIO'�URe1 CURB M GUTTER. 4. FOR USE WITH STAEIIEED OPEN -GRADED ORMNI°E LAYER. THE M70M OF THE CURB A GUTTER 5t BECOSLRUCIED PARALLEL TO TIE SLOPE OF SUBBASE COURSES " TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITEAM FOR THE UBE CE CG-e S BASED ON ROADWAY MASSFICATION MO R lXE NOAD DESIGN NHANUIL IN TH�CTWN CN GS LPBAN STNIONAS. D ' P,r -- --F__-_- es I A ky IN: ON OF TIE WNI REFERENCE I COMBINATION 6" CURB AND GUTTER ROAD No sTANDARD� I05 REVIBgN GATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRNvSPURTAT10N 201.P1 F Do-2 NOTES, 1. THIS REM MY BE PRECAST OR CAST IN RACE 2. CQERETE TO BE CLASS M F CAST N PLACE, 4000 PM F PRECAST. O. CUR HAVING A RADARS OF SOO FEET OR LESS MONG FACE OF CL I WILL BE PAU FOR AS RACM CURB. 4. THE DEPTH OF CURB MY BE REOU AS WQI AS 0• (W' DEPTH) OR INCREASED AS MUCH M Y'(21" DEPTNI IN ORDER THAT THE BOTTOM OF CUR WILL COINOCE WITH THE TOP OF A COURSE OF THE PAVEMENT AIBBTR IRE MOHMAISIYEM DEPTH PNTOCE M10" S TO SHOWN. E FOR A DECREASE OR M INCREASE N DEPTH. s, CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CI AS SHOWN N APPENDIX A OF THE VDOT ROM DESIGN MANUAL. IN THE SECTION ON GS URBAN STAM)NNS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED JERENGE STANDARD 6" CURB KR `A2 ANGINA DEPARTMENT OF TRANSPORTATION ROAD AND MI STAIDMOS SCOTT R. LINS�Z vt �j� No. 35791 11, p 9/25/204� r to ( W W L � � 6 U) U U z z Z Q U U L O m U U E U W w (� W J Cl� a of a I r/ Q W w u Z o_ F H_ On E CIO u) Z J Q J Q i > Etc of LU � 0- 0. L LU X11� If)UW) L C CO 0 0 0 V N N N 0 LU 0 0 0 a C C Gorj C N L9 Z'I ti C'7 Cf7 N M W N z C17 N W N J ZLLi CO J ckL J Q U) I _1 L9LU ��/ (�V I� w O z���. a J 06 U ~ W W > Y J O TLU � z Ul U) r n V I- LU LLJ I VJ LU L.L J C:) CJ _ N U f- w w W Of _ d 1n JOB NO. 182157 SCALE AS SHOWN SHEET NO. 10 1 A ll 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 (CROWN) 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 BE CONNECTED USING A PIPE SADDLE 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER �' 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE- I 1*7 SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 t• CWAPR69W1 Is 3/4• MALE FINE OR APPROVED EWAL VDOT CLASS 1 5' MIN. (Typ) RIPRAP K(1' MIN. 6` PIPE 6• 6x G.D. STO 8' VDOT NO 1 NE BEDDING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL [A 1 INITIAL BACKFILL BEDDING I STONE a O PIPE *STABLE SOIL ROCK �, I W D.G. 12" * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL BENDS SECTION LE STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND WIDEN TRENC wor TO SCALE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF ----- ANCHOR IF T CONCRETE ENCASEMENT ANCHOR IF #68 STONE. REQUIRED. mlS LENGTH (VARIES) BEDDING AS FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REQUIRED � �-MATCH EXISTING PROFlLE� � 1 ,_ ....�A MAX. BANK EXCEEDS 1 TO 1 45 N 1 / ' UNSTABLE B" 4 1 e, INITIAL BACKFILL 4 AM T $OIL MI MIN. MIN MIN N SECTION 1-1 /�68 STONE 3:0' MIN. "•A " ' - 'ys'"'. GRANULAR FILL AS ' �APPROVED BY ACSA ^" 4..xy• \ ST I CI STABLE SOIL OR ROCK' .!,: ri':(:':.. •:.:i:•"::i:. NOTE UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. MATERIAL 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 I. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2 WHEN BEDROCK IS ENCOU 5 BELL H SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF ( CU.YD. (FEET) CUND. -BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 221/2 2.00 1.50 225 200 2.60 2.52 0.15 0.10 2DO 225 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B. 45 22 1/2 2.66 1.66 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.133 3.83 3.42 0.83 10" & 12'' 45 3.33 3.58 2.95 0.43 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 2.84 0.18 ASTM AR5 AND HEX NUT ASIM AB88 (TYR) UNDIMMED EARTH UNDISTURBED 2 - 3/4• DM SOIL (TYP) ALL -THREAD ROD' WATER WIN x�E ® �5 VALVE 24-MINY UNDIMMED FARM ELM A- F� �CIASS A-3 CONCRETE SMU N NOTE " ALL RODS AND FASIETIERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLUIR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CM57WCTM THE COLLAR DIMENSIONS SHALL NCR Nm TERAND 00" EQUALS OR EXCEEDS 3, THE TRENCH SHALL BE BACKPLLED WITH COMPACTED 21A STONE AND TOPPED WITH IS- OF VDOT CLASS 1 RIPRAP. OLES SHALL BE DUG OUT IN ALL CASES. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES ' EASE ACCORDINGLY. S'ZE, DEAD ENDS AND AT VALVES. SEWER DUCTILE IRON WATER 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON APART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL STREAM CROSSING 4. THE CONSULTING ENGINEER SHALL BE RESES PONSIBLE TO THE VERIFY THE TYPE &SIZE OF N.7.5 PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. NIS FIG. S-7 NTS FIG. W-2 CONCRETE THRUST BLOCKS NTS FIG. W-3 n,, W-3C TD-38 TD-2 TD-3 ro-e ( i' T1PE •M--. m CNPfR iDR USE AL ARVICEip RVINALEDUAL FAMILY 16D ROGATION AL smMTs OR DOLL REmI:HnnL ua wNwna+ m]WTs. ,wM• TEE 36"MIN 24' NGTT 8"MIN G EMBEDMENT Na sAEATED RrnNGs IF LINE OF PIPE AIMING BACKFILL SHALL CONTAIN ROCK MATERIAL OER THAN 5" IN ANY VISION TIAL BACKFILL* " LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER COVER LIFT N07CH 1212 3/8" " WATER 4" DIAMETER BRANCH AND VALVE --N, - VARIES BOX PLUG PUCE 5' GALVANIZED " WITNESS 'POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS "o III AS DIRECTED. MARKER LOCATION MAY BE SUBJECT O NOTE: HYDRANT MUST BE I EQUIPPED WITH CHARLOTTES- TO HIGHWAY DEPARTMENT APPROVAL. '•' VILLA THREADS WHICH IS THE LOCAL STANDARD. 1 FINISHED GRADE O SCOTT R. LINS z LENGTH OF BRANCH VARIES NO. 35,791 ]� 8' MIN (2702' TO 10' ') 9/25/20 7 CU. IT, ALVE BID o ADJUSTABLE TRAFFIC RATED #68 STONE + I I� VALVE BDX W/ LID �S/ONAL F'�G z U 42"MIN ;'� Bill GATE `cal 1 VALVE i Tll X e TEE a 2500 P.S.I. CONCRETE- .'# BASE AND CONCRETE - •'I •' BLOCK AGAINST '` UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE 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. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-'I-DE) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX WATER M.J. GATE VALVE LINE Z P' Z ( w w l 2500 P.S.I. L '.B A 2'K 2' BEARING AREA. CONCRETE7'.4 (A 0 O THRUST BLOCK v,J EL u u a m U U E U LU LU NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. LU Z (n Q I a u' Z J W W f o Ha-H Tn On TYPICAL GATE VALVE to Z .. Q Q i NTS FIG. W-5 W w oC w 0- w f a L f W i 7D-a ce twi) W W d �' l z 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN DUAL SERVICE O RUBBER COATED STEEL CAST IRON LID WATER MAIN) STEPS CAST IN PLACE I' COMPRE591pN R J/1• MALE FINE CWPHNG N0, fi8 STONE HAUNCHING RESTRAINED JOINT FITTINGS Y 3'-0" MIN / DR APPROVED muu 18" METER BOX w '. r TmE •%• BEDDING 6" max PRECAST REINFORCED / 4" min SEFT `°'"' ON-LINE CONCRETE SECTI( 12 MIN A A7 BRANCH N N N N FOUNDATION (SHALL BE ( n >,) O" RING SEALS 4 16" MAX r- F N N N QB REQUIRED WHEN SOIL TYPE B MINIMUM ELEVATION 12" ) ) ¢ f i -1 In FOR Uff ON DETACHED SINGLE FAMILY CONDITIONS ARE UNSTABLE REWpENTAL SFRNEE WHERE AN ISSIGAnON A / / (+'1 ]-+ 1-H N METER IS NOT FRtlRDED. ) rl. Q G - / ALL PIPE DIFFERENCE ACROSS M.H. 5" 4'-0" N UD 00 Ch �� ry FROM INLET TO OUTLET � � UD 00 Ch `tiff N,I SHALL BE 0.20 FEET. - SINGLE SERVICE ti DEPTH OF FLOW p NaR': '' etiA: VARIES THREADED COJPUNG CONCRETE VARIES 4 2" 1) SADDLES SHALL "E USED W Pm FINE. 18v BRASS NIPPLE AND PVC FILLETS rcasr RT] ' 6 EXTENSION PVC SLEEVE LUBRICATE ALL THREAD TANG - I NOTE ....'... .. .. CAP CHANNEL � S 3/4 DIAMETER OF . FINISHED cru0E I � ` " I CONTRIBUTING OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE THRUST BLOCK F° SEWER. r a Ix•-15 } METER BOX (SEE FIG. W-7) ."a 12" �WxG ME,ER BACKFILLID ENTIRELY WITH N0. 21A STONE. 6,. A FILLETED INVERT OR A SMOOTH F '•4 NOTE: L9 HEM 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE T VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION WITH STAINLESS STEEL Al CONNECTIONS TO Y A AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 (2 PLACES) NO, 57 STONE INLET &OUTLET PIPE SHALL BE BAND � d°•1pN'� C0PPQ1ffT'DE STONE SHALL BE PROVIDED PROVIDED. MIN. 6" BEDDING EXISTING MANHOLES SHALL 1/e ew0 caulNaD� 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM fill M.J. Fl7nNc 2" PIPE SLOPED NOTE.: W/ N0. 68 STONE I BE CORED AND A FLEXIBLE BEDDING OF NO. 68 STONE " TO DRAIN IF CONNECTION " BOOT ' (� METER - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED k Na,cd yff„T;„ VARIES VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. _ raPaRwnmu s1T 7wr<wS,y+sh1 DRIB a.RY NOTES: O co :?E^ ." NOTES; i-3J4" DIAMETER HOLE Is REQUIRED IN THE LLD FOR ToucH READ METERS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE NOR Y SnusND �r uummNw � ] :$4tw HHnNnc sr'v°TER]E P°flca"NErP wDlr � AFO 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. N ,„•,g; WATER MAIN AND VALVE IRWWA, SfTTFA65) I.RY`f..'e'N,kn/•.1SF?5. 5a'I RfuU mA xa 5T I1p,A, Iz. ARE SAME SIZE PLUG 3 INSIDE JOINTS, OUT. HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED TYPICAL SEWER PIPE TYPICAL MANHOLE PLAN TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (5/8" & 1" METERS) (5/8"-1" METERS) (TYPE "A") SHOWING BRANCH TIE-IN o NTS NTS 2!NTS FIG. S-3 NTS TYPICAL BLOW -OFF ASSEMBLY N.T.S N FIG. W-6A FIG. W-7 FIG. S-I-A FIG. S-1-8 TD-10 TD-34 NTS N TD-13 FIG. W-8 TD-25 W /i/� TD-19 TD-27 Q LL wE uor m.l I eW-R H Em "°FRwcc I ' ' i Wr .AYEYEM fOP d' CYI PAr WI$ f RY'OK) F' r IONE HN.5 , UNDI1MM1 $ E MTfl LEYR OJO M W11LR 'RL `ER°N DEORxnE wAYWOE r.aec IOY06M t'-0• q rOq PAYID 9KAAIXR rSGRMTEF AMWi FP9m -Y OF P PAVNExr Omar ra' n rT] COMBINATION UNDERDRAN CD-1 AT LOWER END OF CUTS v voexr CENTER LINE SECTION rove LxEs ma's / yam. ,,� DIJRIY PI4 '�"'1 TRENCH PLACEMENT S. a PAVELExr V/.r uns rm 4F MTE FDn,��FA,F i SESEE win 1 Wnfl AC \W'i•�{IE.r PPE ro s 0 -p' 4LAss KETNO Re Rn MRxE.n a qE ~ v"vfl[Nr sL%AZ L OAK 1. W FILL •'^"^Wnx w vMVHf fAroglxM ISOJMENT. .V .0 ANCW91m uttE O.. WE. le T PAv6o 9NWZER' W4ATIW RoxHExr. ��sOc+N.x:LNK i.rcxceE �`! rrwaicn) PAVED SHOULDER SECTION y.�. "O nT ruEwle. .e KwEwrf W nWLWIEO / CURB AND GUTTER SECTION J-' ••' aAtt LEEIrc Wa aKArax rEDIz6u%rs. PLAN VIEW .p To\[YnE ma1NE rNIRc (PLACEMENT OF CD-1 COMBINATION UNDERDRNN) OR �- PAVFYFM MRgCE 5 AAB OR ¢A!n I-. SUBRtY .TQ...e.' F..I NAl. MFE°m NbTIDE MI5 °F Pm. LIMIJS OE PET KCC55 RW,E® - AGCESS ROUTE IN uAAVEo SPKE - ulEAvm aecf (4) 1" (25mm) DIA HOLES J ON 32 3/4' (834mm) CIA J •-� O BOLT CIRRCLS. 2" (51m9 ) LFETTE)S Y. LIYRS Or n, 0 [26mm) (n I J_ Ess PoIIrE 81-rRAVEi KCE55 RWTE� � % ui PEDESTRIAN ACCESS ROUTE DETAIL WITH ly r PN I Aq (2) CLOSED W Q WITHOUT UNPAVED SPACE S r PICKHOL6 L9L KORIWK RAN ..war rs RE E r,E Lxns 1 1/2' I- r ("'� Lu OF PLnsORW KassHOUT.1 EB Y" nrw.B '3.1 > [3&nml o v Extl}INp dl %MPoSm MDi R ® FEYF TMM ACcr55. FELT.... A EOHll d "' PAT. Owcrep nMO. V Am aW ,EUTNo 10[ J BEO qrx FAULTY YF IN4 ALL 4CCC45RLF EEHgwS OF ♦ pe Po4e4o4o KILITY 'NAY "I °EF V`USSEI EHS IS TE EN'70.BY AT COST.... AABI RW}E S.E AJ a era T cMm. MMUW WNm vlWm R'S'. SECTION F-F ,i 1T r- G) r��/�I nPyr rLM �[ x�,o 4 rn :H S f W PICKBOARRs IP To mmv s• Lmx 'PAE16 °rtsoMA,m i :::. ITAEm ce uW sr.RNTW + IF I.- �� ur6 uu$i' rR01R.svf°Rs wlor'NNG 1 I W (2) FWC 6 PErWO'RArm COMMECrM F51 ANAGIVE. e6 MARI OR CRIry20 Is REaFm MrN AMA. v Cpo63 9.OPE. rE°rElrlF I °LpS ,[ONE Re 4RIGAlIIx, nEWMEFIS. AA -LEGS Aoa¢wre rmrlKE GENERAL NOTES tI rwur%Y TEcnW 1IENo1 WISH rant em. ll•••. 'e' e. 1, I..I 1 1/B" (29mm) DW BOSS 1 ar WA}m aOW pwxAy rraee r L�,�LAss s,£CrcrLr uNe"rt0 eO,Bxermn irgEMIRAN Nu Inr eE JJ LO[ RO AY T6 ppli W➢1 PprN 9L18ME YO sIALRME Mf SrNIRD. E..3 15E0 I. CHE CURB F DE E I IIHIS p . a' • t 'y' <T OR G6'J, ixF CURB FADE M T TE ' O.mCT A["1}YRCKI ]. SE. SN4L R FII1E0 W1M 4itlE0aR Ma rMWgILY N,Vp rNPFD 1° SDENKx PKAAWLIC °rNUNp 5 Y. R KJUSiEO i0 WTa THE D 1 1 2' O NSLN[ COIiK]xF54. M]W iA9LE CUT® Ca61GMAlION. 4a:8PeGi4e 27 1/2' OM. [ / ] a9• ELBM 3. OUTLET WE SMALL ROOM AT THE MEET CF M Mtw L LINE PAYEYFNr Na 89Bmm 38mm ONAEOTNx NON -PERFORATED OUTLET PPE Swat a 1. W A ov DE P,sxrLn 10 M sn°u.Rvl amF P z Yx n x xaeYK WIreR ���� ® _ �_ A � I ] � ' ' 1 As• rR a�P. WADE. A ---------- - a # SECTION E-E 7' W PAY Owls , i . p. 26 1/4 DIA 7 C°W' a w OAW wn Wl.. SLcrcxc W,uM Ir A "POSNxE 10 .1,LRWEE PROva1 - , i • s'. L'. . a. NOx TO 1a5 aµ6f S' I^ [887mm] -I (178mm] 1 1 2' 1 F1 L FAR LOO"E' .RAT rm a¢wR.v6, MY NW r0 M Laurin 50 rt 10 wa, Nro ORw e. " aaa YY^ • I'� (2b" Ol4) ] ra wW. FIRE RON Ain rs)AYWNLm. =Ag .;epeve `ai:^%§"v_. a. nA55 As txcs., Cac. E. b60mm 38/2 T - ��p e• EIH]W 5. W L Y rm SECtIOe rpE,G Ci 10 Y VAER EMIW FMfYfNI MEA B. KW. BASE TYN I aff 21B WHIN°' EI AAF ax mr SIX OnT s._O„ N1/4' (6mm)SK3 1/6'Ln ®PaxT T aKE cxwT /\ 24' DIA NEOPRENE GASKET r-A�min 6. NW4r Al. n pllil£i pp Cf g1n 1 AE r° H A WMY Or } P ALVE ] YNL YOPf OJ .. \ / L' • ) / /� xur EOVATIm T RECOHm dAWAz ara a srWNTHxE. [606m m] V d OUTLET PPE FEB cuRe NN BUTTER WLY W J. L canfcmxs Inman, ryas. ncE Wl,n PAr uwrs rce mnn Fvf ME To N WAIL rxwME55 IMWI - MCIeS x a a a x uAxwux PICRfASE x sO4 AT WNNIu N' ImEnv4s 4e. fi4e4n: e O 2B 7/16' CIA 5/8" j N] SCALE BF ri M LH CRUSw! $1TmOM 4 M NTLR PPE. 4e�'4.4.4 %NNIESrm IGCtlaWI TO 4lY °-NO Ar St C[TI CCTYay. 0LLi CW1CWfEN1LY n air,Er LO E SLCII4Y C0R61L° 10 LWBW OINR OPYNAQ i # i 3 % WSIWN aELRGSE N 4Mf rm fWSr ICMRERIK Am [722mm] [�4mm] SECTION C-C e k MANNOW DECRE4E 1..... ANIALM IO MIEIv.s SECTION D-D ui w4 BRNOE S,�,� STANDARD PAVEMENT EDGEDRAIN °: cEN""a 36A DA \V� "�RbiCE STANDARD COMBINATION UNDERDRNN RGavAeE ErERE"cE STANDARD ENTRANCE GUTTER �"�T [9++min] zs^ DIA LLI ]A° (AT LOWER END OF CUTS) "° ° "N ° ° 51 N "°' [biSKET $MEr T ] RvaW OAIF PR RN wT All O.O. OF GARNET GROOVE m, 5W w2 PEV90N DA1E snETr t T t FRAME SECTION / I I9e.Oe vea.A OTTMTYTxr T TRMSPPiTA\Nx ]W $I6M ]°H vnmYA orrnrfur T TRMaFRrAnW. oJJs :aim SECTION m- ] mrLe E A PALEWE KCEss RNre " n cRE.55fs A mLERCMt ExrRMCE s /1 tla9µE s]RDCM O,FE a AE ] ]. e�xlr.OAfEre suamx WAIL >rc .Im' a.eO 1pM WILL N ]p Py NM N ]p P51 MMN Awl ADCIN C RML M M M I GR Of J C vv CR ArVP5 V111V 11 O (J V INC 4i, LV IJ) gir�r°'r 1' lY l- -"'o'r'3rtfT:"""-I- 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA PRDENr 1�Twr °� T a rEL N]KE • "' a6TFEET MµOKH $AYE $ AFAONB M 4 YNNWE M,ILWAY (SEE NOTE 31 GENERAL NOTES OFFICIALS AT THE START OF THE WORK. 1 CWW A n XOWMa ONE M m RµW{ 'R"11 A 1. ceEc U6En M CCN ONET"x W11 ST4°APo CGJ SH FN STOOE 1Q KE w PA,6pr ----- 10- on iix4 THE MTGHE DJutrEo .o CUI1s 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 I ''1 • 'n"YEL M"ED we L_-- � COMBINATION UNDERDRNN CD-2 ON ELLS MEEORSTAHBwlU P. ME Siµ0M0 CCa rpt CUR6 R.WP CE6u TO BE FOR THE PURPOSE OF IMAGERY COLLECTION. CENTER LIE s6CnDN soE ___ IxwuR ABSED WJx I.- EI4uPo. M91N TYPE 190.ECr wTfRKI FP EEOE OF PA\'fAQlr IEEE ---- 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. W `°`" °� « F°L� , uwwASE ff"� '' "AAwA I.MI"' .1 ME °°"6r".16. rQ THE TRENCH PLACEMENT TZ T ---- RW l°NiE"vAVEffxr STNx cM T PCQY®.gi 6WfQE 6IMILZAIIa THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. pM-°N ESPM9gl RMCE, °CURTGfl Sa6MF 6 BAR ( LIATS OF Fal ". M. lox GUMA NN WATER 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. �T " " u n e e t31YA9E W P-G" m N MN]LNE p tlWAV mrE=MN1X ON smwx Ox TrvNu RcrNx. EMKL NOT ff `ONETAO`T`° °`Y°"° 1 `R,w LINE EMUL'T r.A REF.U.MT PUIRQAEE. .6 .. �-aAEn NRNNL TYPE 2ann PLAN VIEW SHOWING PLACEMENT Oi A 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. .eJ n E6AR We wEw1E W EW MEB CD-2 UNDERDRNN PLAN VIEW ENTRANCE NOTES GLASS 1GETm 68 QVOATON RFpROE11rA 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). RO M E "' GRJa NON -PERFORATED OUTLET PIPE VE" M aRxE RDI GNNaT auaDAE rR rlaa"O pE S ai µTICPATED HEAVY MO F]an MNaINE RGIGWAY RIXE .f NG ixE pEPTH F(W SRMK" x CMFB RIdPv TS AT RA WINx fH LIMITS M RAn6an0 ff 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 °q T AA °°�° ° " W"'. "LY'. W D•P 4WlG GR f Enp4T WL E ° NfiiIIN iLI E. O .}OU GG°TKKIk FLOA AEA OI'aF': CwN3 ® - ° 9. PLµS . TO MNNAIE MIffN Cp61RIlUS. 0, A I.M. FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. n'GGrll""L'v° np °''m _-- T'E LNTS... '°'*°Y°"pN`"`°"""IG`K"os` K miRµBLE 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. -PAYEYEXr 9N.Y£ 6 fIAR 9MG1N W011 fE rQ PPI «MIN ]II MAIM i-AWA4 ar RIfNr sr.,91%➢ 9®AY `; a a e --_- --- NOTE YY,alIC RGWWAY -- --NJ}E J) uAII. Q Biz wµE CWYGE ® - -- u r• oO E. HEMEO NAS HHE N077 ENTRANEE T. "ABLEE TO S GEs TORE. Mm YY T6 MT Nal NWLNrnE m sin Ei ..:, e - R FGr wmM rmEE CR MBRKE 1 IfFYEM OI VE S!N•V6Q1 C[%EU11Q13. •••• AN AN-, NOA S IWR- BMI POMAYY rGR 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. Fn w:pEGAa..° 4t INS ON-1 MMM 16s1m KcoRpm 1Q 41N D-ulP AT 6a TEFLTc1Nx. c°rlYTmw TxTRA"cT INTERSECTION NOTES 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. DR�K a nos uTINo we amA1Nx rzawarARs GENERAL NOTES Nmc m as a. T wK aMN 5 n A F g N WpYE. B. «« �'a "°_` OSTREET ECTIONE THE L 144N]I SMKL R . WRI .WXmA1E NN 1Mn 1 RMO T11P£Q T° SECTION A - A M6NrQ PoLCY µU THE MP.IC4L£ pEWIRFAE,R9 OF THE VGQI RO4 DEN6N MµmL MRU.. SIUFF W saT wsTNNE NN R VnuE HEcuiRTYmTS. 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 ( NRwE cwPlGlrEss. RowulE NAr HEOUSHE A SAFE DRINKING WATER ACT). IPPROKX nI8 oVEYTxr P. wHOI PIM 51W1N W Ar 1IE TT8 CF nM 1pAVEL LINE o4NFllT MO SIn1 eE TICm pY A mI°E PMIMEL TO ME 9"nLLE9 4nE P i ML <S o-�x6EI RQE WIN,- EN [ PWIINn T WTr R r vRwW PosrclvE DRraAT R. 55 Kp0i9 YME IxTEFffC>Plnl ° rua aMlSFs'+°Hry5E7 HATAMMERE o A. L°°PoScrrm5B1Esoi0Hs°To"'""'w mm.6 ALLOWABLE ENTRANCE GRADE CHANGES 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 m- °,� W T6arrOR COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION wre e4 MA ENO'"°'°""'"° " Rom`";,mp„ Low BEN � N T° °` LIKES`".E `M°" 1 "` ALAI "' _-IS- F e.i. VOLOAL E.S., .. .R " SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 5. x R EYA NN AT omn END TO Er P m" A fMN T ",e• m E MY U YAWN T HEmVNO DRMINE ATm W 9TMCRRAR din PLACEMENTCD-2ACHSLA85 N AT ° Ec s .. PAS FOR BOOST FAR ME m 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 ,w 4MRIMWI BRIDGE E0 SECTION C-C 1.nnn E TO R e%LY WWmm n m6, AR. °"wE Q . LGw RLE NRMGF arKF.RLL Y NET COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. IPAN4LE TO n1EET CONNECTORS sFCTIcATYRA STANDARD COMBINATION UNDERDRAIIJ s"°"`""°" v[M T 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 EEREmE METHOD OF TREATMENT ROK ANO IRImE S'AMON", Tn-s2 WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. (AT GRADE SAGS AND BRIDGE APPROACHES) m] CONNECTION FOR STREET INTERSECTIONSOFMA AND COMMERCIAL ENTRANCES) R Mll wrc $xEE1, T, JO, VTwlru TPM1fENT a rRxrswprena ne.ue vMHQNA Ov+MrMEn Or mMm]RTAnmL oJYo xw.GR 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. (2) PTR 1/16 % 5/8 x t In r RUBBER HARM 0NalOAS / T P. 5 Ili 1 BS /SwoB IX B 3 W61 2) U 250 P MSHR 6 8 tap CD a (2) L PAnp meBnte IP� DP)ReiI tt III mIx _FAMTP '0981215 a 19MR IBCK LING HCRT) INMa OO1BJ595 LOCK LUG ASSEMBLY / ' N� V V ® O CD CV u Lu I LU U LU Of LIT) JOB NO. 182157 SCALE N/A SHEET NO. 11 i PLANT SCHEDULE: PROPOSED LANDSCAPING EASEMENT i i i r a r it t" U.S. RT 20 SCOTTSVILLE ROAD (55 MPH) HWPB.I PG.354 (80' RIW) Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel ' * 'Evel ' Hed a Maple- 2.5" cal. 2.5" cal. 11 Acer rubrum'October Glory' 'October Glory Red Maple- 3.5" cal. 3.5" cal. 28 Acer saccharum'Green Mountain' 'Green Mountain' Sugar Maple 25' cal. 6 Betula ni ra River Birch- 3.5" cal. 3.5" cal. 2745 Cal stricta Tussock Sedge plug 50/flat 3 Celtis occidentalis Hackber 2.5" cal. 10I Chionanthus vir inictt`s Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Cornusflorid a'Appalachian Spring' 'Appalachian S rin ' Do wood 6-T ht. 132 Eutrochium dubium'Litfle Joe' 'Little Joe' P e Weed 1 gal. 21 Hamel vir iniana Witch Hazel 6-7' ht. 31 Ilex'Ma Nell' 'Mary Nell'Holly 4-9 212 Ilex labra'Shamrock' 'Shamrock' Inkberry 3 gal. 23 Ilex x'Ma land' Oakland Holly 4-5' 49 Itea vir inica'Hen 's Garnet' 'Henrys Garnet' Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Jul vir iniana Eastern Redcedar 4-5' 98 Jul vir iniana'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflol Blanchard' 'DD Blanchard' Southern Magnolia 4-5 15 Magnolia grandiflora'Little Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellate 'Royal Star' 'Royal Star' Magnolia 6-7' ht. 10 Malus x'Prairifre' 'Prairifire' Craba le 6-7' ht. 48 M rica cerifera Southern Wax Myrtle 4-5' ht. 2367 Packera aurea Golden ragwort plug 2071 Panicum vir atum 'Shenandoah' 'Shenandoah' Switch Grass 1 gal. 9 Platanus x acerifolia'Blood ood' 'Bloodgood' London Plane Tree 1.5-1.75" cal. 6 Prunus subhirtella 'Autumnalis' 'Autumnal is' Cherry 6-T ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 10 Quercus shumardii Shumard Oak- 3.5" cal. 3.5" cal. 52 Thu'a x'Stee lechase' 'Steeplechase' Arborvitae 4-5' 7 Ulmus americana'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 108 Vibumum x pragense Prague Viburnum 3 gal. 10 Vibumum x rh ido h Iloides'Alle han ' 'Alle han ' Viburnum 3 gal. • CLADRASTIS KENTUKEA AND ACER CAMPESTRE 'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOMANG ATTRIBUTES` 40' MILK HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPYY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: Ak s. 1. ALL SIZE PLANTINGS OF TREES MID SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY 70 SUPPORT THE OVERALL HEALTH OF THE PLANT. 21REFERENCE VSMP Sit WATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMI MANAGEMENT & PROPOSED LARGE CANOPY TREES SHALL BE PLANTED A MINIMUM OF 10'-01' FROM OVERHEAD UTIUTY LINES ALONG ROUTE 20. Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer campestre'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 572 1716 10 Chionanthus virginicus Fringe Tree 5-T ht. 125 1250 31 Cladrastis kentukea American Yellowwood 2.5" cal. 289 8959 19 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 2356 21 Hamamelis virginiana Witch Hazel 6-7' ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambar styraciflua 'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DID Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' hit. 82 1230 5 Magnolia stellata'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x Trail 'Prairifire' Crabapple 6-7' ht. 129 1290 91 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 1 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-T ht. 77 462 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 382 1146 54 Quercus phellos Willow Oak 2.5" cal. 419 22626 10 Quercus shumardii Shumard Oak 3.5" cal. 419 4190 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 329 987 52 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-5' 1 10 520 7 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 1 535 3745 TOTAL CANOPY 89123 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 = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: 1 large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 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 RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include • 1 swings - 4 seats •1 slides •2 climbers -1 whirls or buckabouts •2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of • 1 swing - 4 seats •2 slides •4 climbers • 1 inclusive orbit- ADA accessible whirl accomodating several childen •3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres O Total passive recreation = 74,900 sf or 1.7 acres LEI Z CD 0 I / O Z �J LLI LL W ( lJ J m Q 10/27/2020 SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date I Description 1 11.13.201 Count ARB Submittal 2 12.23.201 B Submittal 3 05.29.20 Bounty/ARB Submittal REVISION HISTORY: No. Date I Description 1 06.22.20 County/ARB Submittal 1 08,18.20 County/ARB Submittal 2 10.12.202 ounty/ARB Submittal SCALE: 1 "=50'-0" SHEET NUMBER: L500 � t I • lr /_ WIAVII AWN .. 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'p1�1 Q LLJ 0 o n" > z Z U LIJ Q IL V / rnW W Q 10/27/2020 SHEET TITLE: SITE PLANTING PLAN: GREENWAY PARK & GREENWAY -- r-1miT1�AAi!1r— mAMll DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. IDate I Description 1 11.13,201 Count ARB Submittal 2 12.23.201�oijnty/ARB Siubmit 1 3 05.29.20 @ounty/ARB Submittal REVISION HISTORY: No. IDate I Description 1 0622.20 @aunty/ARB Submittal 1 08.18.20 Zounty/ARB Submittal 2 10-12202 ount ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: (0 L502 3—'DD Blanchard' Southern Magnolia I I I I I I I — I I I I , I , I I I , I I I I I I I I I I , I , I I 5—'Appalachian Spring' Dogwood 3—Oakland Holly ittle Gem' Magnolia —'Em rald en �e�' astern Redcedar 5 Oakland Holly- 4 1 —',Jctob a le— - -11 AV dO l i. 'wl ver u PIP " f per. Ipr,MA ��► - ••• • • • i•:: •. /� �• P ./� 1f��1A` WON MA i r _ Z I j Z e®:.�,••-,s�'i.."� � y -�� 40 NOak , •�,•►� i � \�•2 4nft ®�� ���'��, � _ /jam ♦ � � ��:'� ♦ I►��p ' v'�I�' ►`` hall drill MVE Q gill ail ` a� I llllI � • o x • • O jaim 001, tf� : r 1—Fringe Tree 00 /ode / i 'Mary Nell' Q 10/27/2020 SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: o. Date Description 1 11.13.201 Count ARB Submittal 2 12. 2.3 201 nty/ARP Submittal 3 05.29.20 Oount ARB Submittal REVISION HISTORY: o. Date Description 1 06 22.20 County/ARB Submittal 1 08.18.20 County/ARB Submittal 2 10.12.202 ount ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: (P L503