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HomeMy WebLinkAboutSDP201900068 Plan - Revision 2020-09-25GENERAL NOTES OWNER: STANLEY MAR77N COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, 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 DIS7RICT WITH 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 (IN 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 RESIDENTAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTAL GROSS FLOOR AREA = 60,000 SF OPEN SPA CE.• 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 #4): 0.54 ACRES OPEN SPACE D (POCKET PARK #3): 0.183 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 ✓ (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.663 ACRES (28.29 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. 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-RESIDENTIAL: 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. AGRICUL77JRAL/ FORESTAL DISTRICT.• NONE TOPO & SURVEY: THE BOUNDARY LINE AND PARCEL INFORMAT70N WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATI0N IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN 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-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-S77?EET/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 SITES PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SEC77ON 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. FLOOOPLAIN: 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 SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICA7ON PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDIT70NAL 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 FINAL SITE PLAN SDP2019mOOO68 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIF ) 1 I _ ---------- - - 1 --- --------------- BUFFER " REA! EI y'= OPEN SPACE El (0,54 ACRES) - _ _ T-_ f 4 .. I ' ' � • wi lOT �' IIL BLOCK E� / �\ Lai 3r F POCKET Sp. L I AMENTY. I i E I l � / I - j 10.183 ACRE) 96 I ' Jj L( ESCAPED POCKET PARK d3�IpPFERAREA , ca wr ] I� \ �- AMENITY SPACE �r T i II OPEN SPACE M \ / % � I ]or \ I mr T _ IB.as AeR6s1 I BLOCK G�\! tl°s mr Lor Lar I � \. 1.47ACRES �\ / / I ai I 48-I 4a I OPEN SPACE)- f/ _ -L J lJ (021 ACRES) / \ \ a L S5S + PM1� PIMN SPOCKET P� i gENIPgCE L -_- --- �¢p° I BL CK F \ gr E I I OPEN SPACE H L Lbr wi5 BE 83 ACRE) I I L0i ✓ I it ors ]I '� L6r L I � :- - I - - - - - _-__- = 15 L _ / I'I ------ - -- - - - - \ / Lor for mr I wr i L- ,\ I wr I i� Lar / Lar i w ' I I 66 I ]b \ • r i i �L I / ILf Lm I OPEN (L[IO ACRES) b I / O COMMUNNYPARK I�4 I I = tm AMENITY SPACE 3r l Lai I , 70 - -- rOPEN SPACEACRES OPEN SPACE(0.02 ACRES / - ' - - - - - - - - - - Y - - `---------J IIa / I ' I I �� L - � ��-J � I B13j ACgE -J _� � -J _ .� / :_. _•_ ___ � _ I� i ei w F Lml si{ sz Lg°o* I or gr ]mo l BLOCK A li OPENS ACEA 056 ACRES (0.06ACNES) I OPEN SPACE E (00 ACRES) _- _____ _ - L_ ---- _- - - POCKET PA PACE -'-- - P C ETYSP .. U.S. RT - - -- _ -I --__ SC-OTiSVILLEROAD - - - - - - ------------ -- -. II II STORMWATER MANAGEMENT AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. RECREA77ON AREA: SEE OPEN SPACE INFORMATION ABOVE IMPERVIOUS AREAS: ROADS 2.03 ac. SIDEWALKS 0.86 cc. BUILDINGS 2.66 oc. DRIVEWAYS 0.75 cc. TOTAL 6.30 AC (501- IMPERVIOUS AREA) PROPOSED USES: LOTS: 5.40 oc.-41.5% ROADS (RIW): 3.95 oc.-30.31' OPEN SPACE: 3.67 cc.-28.2% OFFSITE EASEMENT. OFFSI7E EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONS77?UCT7ON. 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 (') 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. �R, 70) PROJECT SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN LAYOUT 4 SITE PLAN 5 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 11 NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 RECREATION AREA AMENITIES & 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 20 TOTAL NUMBER OF SHEETS LEGEND ROADS EXIS77NG CULVERT EARTH DITCH 0 0 CULVERT DRIVEWAY CULVERT Q DROP INLET &STRUCTURE NO. � BENCH MARK CURB CLEARING LIMITS I CURB & GUTTER - - - - - 0 PROPOSED PAVEMENT €i EC-3A DITCH �0u EXIS77NG CONTOUR DEPTH OF EC-3A DITCH PROPOSED CONTOUR 200 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVA 7/ON 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. ICOTT/R. 'C�ILLINS'I Lic. No. 035791,E 09/25/20 '4J ZO a C ¢u O � U w � u [O O (n p v�i J z 0 ` W L z u LLJ li z c o LU U z z SW 0 - N LU o LU z ) n _ p ) W ) w N N N N CD 0 0 0 tiM��\ Voml N z N J\1 W C7) CN WN W i�~^^ LU VI J J J Q ' 5 z w w LU P/) L9 I- � V NO E W w z < (D > W Y J o Lu Ul U) t`I z LU LU v U) z � LL LU Q CD 0 CD N U G � o W a v=i JOB NO. 182157 SCALE 1"=80' SHEET NO. 1 f `lJ ATTACHMENT 10 SCOTT R. LINSZ income) would be $172,000 and maximum housing costs (rent and utilities) for tenants of the potential grantee, and state that the requirements of this paragraph 1C have O Ci Llc. No. 035791 � Original Proffers ZMA2013-00017 would be $787 (50% median income.) been satisfied. '0 09/25/20 Amendment YEAS Each Affordable Housing Unit shall be located on a single lot. The Owner shall have offered 2. Cash Proffers for Residential Units. Beginning with the thirteenth residential unit for I ONAL '6 for rent or sale as provided herein each Affordable Housing Unit within the project. The which a building permit is obtained, the Owner shall contribute cash for each new Owner shall convey the responsibility of constructing the Affordable Housing unites to the residential unit that is not classified as an Affordable Housing Unit. The cash contribution Spring Hill Village subsequent owners of lots designated affordable on the site plans or plats. shall be for the purposes of addressing the fiscal impacts of development on the Counws public facilities and infrastructure, i.e. schools, public safety, libraries, parks, and A. Rental Rates. The initial net rent for each for -rent Affordable Housing Unit shall transportation. The cash contribution shall be Twenty Thousand Four Hundred Sixty and PROFFER STATEMENT not exceed the then -current and applicable maximum net rent rate approved by 57/ 100 dollars ($20,460.57) cash for each new single-family detached dwelling unit. The Date: August 24, 2020 the County Housing Office. In each subsequent calendar year, the monthly net cash contribution shall be Thirteen Thousand Nine Hundred Thirteen and 18/100 dollars rent for each for -rent Affordable Housing Unit may be increased up to three ($13,91318) cash for each single family attached or townhouse dwelling unit. The cash ZMA No. 2020-00006, Spring Hill Village percent (3%). For purpose of this proffer statement, the term "net -rent" means contribution shall be paid at the time of the issuance of the certificate of occupancy for each Tax Map and Parcel Number(s): TMP 09000-00-00-02800 that the rent does no include tenant -paid utilities. The requirement that the rents new unit in order to be consistent with current state law. for such for -rent Affordable Housing Units may not exceed the maximum rents Owner(s) of Record: Stanley Martin Companies, LLC established in this paragraph shall apply for a period of ten (10) years following Beginning January 1, 2015, the amount of the cash contribution required by this proffer F F Project Address: 1776 Scottsville Road the date he certificate of occupancy is issued by the County for each for -rent shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding w w w co Affordable Housing Unit, or until the units are sold as low or moderate cost units calendar year in the Marshall and Swift Building Cost Index ("MSI".) In no event shall any E 2: w z Magisterial District: Scottsville qualifying as such under either the Virginia Housing Development Authority, cash contribution amount be adjusted to a sum less than the amount initially established by O O C 12.63 Acres to be rezoned from Neighborhood Model District (NMD)to Neighborhood Farmers Home Administration, or Housing and Urban Development, Section 8, first (the "Affordable Term".) The Owner Affordable this proffer. The annual adjustment shall be made by multiplying the proffered cash for the by fraction, the be cJ � u � F to LOU Model District (NMD) whichever comes of each contribution amount preceding year a numerator of which shall Z Z p Housing Unit shall, at the request of the Albemarle County Office of Housing, the MSI as of December 1 in the preceding calendar year, and the denominator of which (D w The term "Owner" as referenced herein shall include within its meaning the owner of record and provide written reports documenting rental rates and occupancies of the shall be the MSI as of December 1 in the year preceding the calendar year most recently O O In z successors in interest. The "Application Plan," refers to the Application plan last revised August affordable units. B. For Sale. All for Affordable Housing Units be by ended. Z Z O Q M M ce w Qd F 21, 2020, prepared by Collins Engineering. purchasers of -sale shall approved the Albemarle County Office of Housing or its designee. The Owner shall provide 3. Over Lot Gradine. The owner shall submit an over -lot grading plan (hereinafter the L Q Q Z g w Pursuant to Section 33.22 of the Albemarle County Zoning Ordinance, the Owner hereby the County or its designee 180 days to identify and pre -qualify an eligible "Plan") meeting the requirements of this paragraph 3 with the application for each O cc w w CD voluntarily proffers the conditions listed below which shall be applied to the Property if it is purchaser for the Affordable Housing Units. The 180- day period shall commence P g Yva subdivision phase of thisparagraph 3 with the application for each subdivision phase of the P PP P U co m O COm w w rezoned to the zoning district identified above. These proffers are part of the requested rezoning upon written notice from the Owner that the units will be available for sale. This show Property. The plan shall show existing and proposed topographic features. The Plan shag w cn ¢ ¢ Ln D and the Owner and applicant specifically deem the following proffers reasonable and appropriate, notice shall not be given more than 120 clays prior to the anticipated receipt of the y p p p be approved b the County Engineer prior to approval of an Erosion and Sediment Control PP Y ty g p PP o s s O as conclusivelyevidenced b the s' y signature(s) below. certification of occupancy. If the County or its designee does not provide a plan. No building permit shall be issued for any dwelling on a lot where the County Engineer \ p z a a Z 1. Affordable Housing qualified purchaser during this period, the Owner shall have the right to sell the has determined the lot grading in not consistent with the approved Plan. The plan shall W) w (The Affordable Housing Units will be provided in the form of for sale of rental units.) The units without any restriction on sales price or income of purchaser. If these units satisfy the following: / j "" Ln Ln w Z community could have as few as 80 units and as many as 100 dwelling units. The Owner are sold, this proffer shall apply to the first sale of each unit. The maximum sales W oc w w I= — shall provide 15% of the dwelling units constructed as "Affordable Housing Units" within price for Affordable Housing Units (65% of VHDA's Maximum Sales Price for a. The Plan shall show all proposed streets, building sites, setbacks, surface drainage, O Ofor Project in the form of 2 or 3 story townhomes. First-time Homebuyers.) The calculation currently put the maximum sale price driveways, trails, and other features the County Engineer determines are needed to verify ti N LOUthe Affordable Housing units at $211,250. that the Plan satisfies the requirements of this proffer. # qt Z The Albemarle County affordable housing policy defines affordable housing as the following: C. Conveyance of Interest. All deeds conveying any interest in the for -rent Affordable b. The Plan shall be drawn to a scale not smaller than (1) inch equals fifty (50) feet z z O > Affordable Housing, in general terms means safe, decent housing where housing costs do Housing Units during the Affordable Term shall contain language c. All proposed grading shall be shown with contour intervals not greater than two (2) feet. O O � not exceed 30% of the gross household income. Housing costs for homeowners shall include reciting that such unit is subject to the terms of this paragraph 1. In addition, all All concentrated surface drainage over lots shall be clearly shown with the proposed principal, interest, real estate taxes, and homeowner's insurance (PM). Housing costs for contracts pertaining to a conveyance of any for -rent Affordable Housing Unit, or grading. All proposed grading shall be designed to assure that surface drainage can tenants shall be tenant -paid rent and tenant -paid utilities with maximum allowances for any part thereof, during the Affordable Term shall contain a complete and full provide adequate relief from the flooding of dwellings in the event a storm sewer fails. utilities to be those adopted by the Housing Office for the Housing Choice Voucher Program. disclosure of the restrictions and controls established by paragraph 1 A. At least d. Graded slopes on lots proposed to be planted with turf grasses (lawns) shall not exceed a Affordable Housing is defined, for the purpose of this policy, as those houses affordable to thirty (30) days prior to the conveyance of any interest in any for -rent affordable gradient of three (3) feet of horizontal distance for each one (1) foot of vertical rise or fall the forty percent of the County population that have household income at or below 80% of unit during the Affordable Term, the then current owner shall notify the County in (3:1.) Steeper slopes shall be vegetated with low maintenance vegetation as determined the area median income. For 2003, the maximum affordable home purchase (80% median writing of the conveyance and provide the name, address, and telephone number to be appropriate by the County's program authority in its approval of an erosion and w m M O 00 00 O f V r O N O N M Q ,-I M 'N-I cn cn O O O O L9 25 26 27 Z M corl— C) i) CIO z Q sediment control plan for the land disturbing activity. These steeper slopes shall not OWNER(S) of Tax Map Parcel 09000-00-00-02800 RESOLUTION TO APPROVE SPECIAL EXCEPTION W O exceed a gradient of two (2) feet of horizontal distance for each one (1) foot of vertical rise or fall unless the County Engineer finds that the grading recommendations for TO VARY THE APPLICATION PLAN AND CODE OF DEVELOPMENT N W steeper slopes have adequately addressed the impacts. By: APPROVED IN CONJUNCTION WITH ZMA201300017 SPRING HILL VILLAGE e. Surface drainage may flow across up to three (3) lots before being collected in a storm Q sewer or directed to a drainage way outside of the lots. f. No surface drainage across a residential lot shall have more than one-half (1/2) acre of land drainage it. By: NOW BE IT RESOLVED that, upon consideration of the Memorandum prepared in > to conjunction with the special exception request and the attachments thereto, including staffs _ g. All drainage from streets shall be carried across lots in a storm sewer to a point beyond building supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County J J the rear s the site. h. The plan shall demonstrate that th area least ten feet a width, or the lot lines Stanley Martin Companies, LLC, a Virginia limited liability company (Contract Purchaser) Code §§ 18-8.5.5.3, 18-33.5, and 18-33.49, the Albemarle County Board of Supervisors hereby J_ Q ruc a feet, from the portion of the structure facing the street, has grades nis less than ten io approves the special exception to vary the Application Plan and Code of Development approved aaaa� > steeper that ten possible entrances to dwellings that will not n (1 percent adjacent �' subject to the condition attached in conjunction with ZMA201300017 Spring Hill Village, J J p g g in z be al be served by a stairway. This area also shall extend from the entrances to the driveways way. , hereto. LI J 1"1 or walkways connecting the dwelling to the street Jeremy W. Swink, Vice President, land — Charlottesville and Richmond Divisions LL V) i. Any requirement of this proffer may be waived by submitting a request for special is it include Date: FWC Jy T Z� z O Z O exception with the over -lot grading plan. If such a request made, shall a justification for the request containing a valid professional seal from a Professional O0 W Engineer, Landscape Architect or land Surveyor. In reviewing a waiver request, the J U--� LL County Engineer shall consider whether the alternative proposed by the Owner satisfies 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a L.L the purpose of the requirement to be waived to a at least an equivalent degree. j. In the event that the County adopts over -lot regulations after the date this Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a voteZ Q grading proffer is approved, any requirement of those regulation that is less restrictive than any of six to zero, as recorded below, at a regular meeting held on May 20, 2020. Q requirement of this proffer shall supersede the corresponding requirement of this U W I 0- proffer, subject to the approval of the Director of Community Development. J 4. Improvements to Scottsville Rd and Avon Extended Clerk, Board of County u ervisors LLI H At its sole expense, the Owner must plan, design, bond and construct the improvements shown on the County approved engineering drawings titled Spring Hill Village — Application Plan, sheet 1 dated 8.21.20 as prepared by Collins Engineering, for both Scottsville Road Ave Nay J and Avon Extended. The improvements must be designed and constructed to the County J and VDOT standards, including the design and construction of the related drainage, slope Mr. Gallaway Y and utility easements as appliable. The improvements along Avon Extended must have been _ Ms. LaPisto-Kiltley completed and approved by VDOT and the County prior to the first certificate of occupancy Ms. Mallek Y Lu 2 for any structure on the Property, and the improvements along Route 20 must have been 0) w Z approved and bonded prior to the first certificate of occupancy, and (H) completed and approved by VDOT and the County to the 30th certificate of occupancy. As of this Ms. McKeel Y _ CD prior part Ms. Palmer Y process, the dedication to public use must have been completed before the 30th certificate of Ms. Price Y Z occupancy may be issued. The improvements will be deemed complete when they are _ — c accepted into the secondary system of highways or when the County Engineer determines that the roadway is safe and convenient for travel. This document shall supersede all other agreements, proffers, or conditions that may be found LU to be in conflict. These proffers shall be binding to the property, which means the proffers shall be transferred to all future property successors of the land. 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EXISTING OVERHEAD LINES TO BE ,, -� \\\\\ � -_ " �ro-' _ _ e�„e'- ,,' / , \ ( \� \ \ I/ '/ / / ! %"`r�" \' s_./ gravel / RELOCATED UNDERGROUND _ -/ _ \\\\�,,\` D.B.657 _234A T : � - ---- p2 a) II \ I \ r -- / I - ` / - - _ _ - - \ \ \ iON : LIG T-INDU TRIAL " - / -- 1 s- \ \ � r / ,.;,/ .r -2y �' / -- /- - - sB'ao'o2°w i ` l / - y I I / ASSOCIATED POLES WILL BEREMOVED - _,ao 'I\\ \, \ \' I - I \ /. ., ". �s\/ �'/i- � - 1; / ' --� ___ �;. o I \\,\\\ I 17933'(tie line) - \ r , / / h,wV�(' /° - -/ I I I: y / /' '..\ - _ / ! I \\\ \\ 11 / , - -ab9 i1-' - - i %F aae 1 I . // / / \o \ - i. ✓'� _ ./ - EXISTING _ , - ------ / f \ \ , / / _ "� Po�a �y m: l / [9 __ - -- / / /-�I _ \\\\`m\` \l ��„/ '� p9' i'i'\- hone d" ( ' _ --- __ ` / / w /,,. i _ ,/�?"- r%/ ;L l'I / \ \ _ - // / a ,. / \ \ \ \o \\ b, a Palp � I CULVERT TO ( __y % slew / f 1 L I / // '/ ,\\ \` / / ,' - I -� REPLACE \ \I \\-�-�_._�_ - i / / sc i ` aj- /\ \ ' // // // - �\ \\� \\\ \\ - y °9 - BE D f / s wv t / \ \ \` \ I / ` I i 1-- --- - is _ -- _ - - -' - - -�. - /' k ./ GIs. y.=�' I /.rll 11// // \ \ 9 // / // / /' \ \\\\�\\\\l ll\ \ I I -____ _._ ' - - / / r�--- /' - -' Irr / \ - - / / / // / /' \ \\ \\ \.11 \ r.. I EXISTING-,' II ( --I- - I------ -- - -- -- -- _ i -' _ / 'iES / /' / / \ \ -:o R/WLINE z - -- - -- -i / - _ _-' - - _ - _____ m /- -_�- -_�- /. / / /IF -'Ot9 /7..I i�P-t.A ( -��I \V �' / _/ // / '/ // / / 0`i � _ - I� V 'I ,I\IVII;11IVI / I I`� -1- -i'< �20 aVo, ielrpMne __- A III d I 1, _-- ---- 1, ___ . _ - �_ _ - - - - _ sm. .. _ _ _ ___- ' \ /:/ice-% I -'�/' - �'•'��- "- �� - - - / / `ilti l�I _ vvv v // // // // // / i�,' ,�_ v vvvv Avv�vVvvVyvAvvl A _-LJ '4 €I�!-t"� art. 8.424 P.279y j ,.v 9rav I� cc m /-------- ---- / / - - - - - - - /- - I T 1 _ M / //_,, /' i / ,� j� i_oza-- _ / ul1! f \ / / // / \ \\\\ �\\\\P\\\\- SSHE� �fl� e Lu U) - ,,_, / _. _ -✓/ - - - / i I `` \\\\�\\\\\\f f w cn ' - ..,EXISTING -CULVERT I---/ - -o 9' -- --- - - - none/ I ---- _ / / El ,' ..09 _ // / // // / /_-- I r. \\\\ \\\\ \\\\\\\� '� -- w I, I a' , \ _ ATCHLINE a Qee, i / \ -'-L _ / _ Pole, _ - - - �- - _ / / / \ \ TO REMAIN _� _ /- "v-- T - - _ -- - _- /------------' a �_ r r> �` // // _ �,, -� \� i W 2 i i \\ ` narFox. Lorarlor+ E SOE j PLAN T (M B) z - _ --- - � G'/ l /' I \\�\\\ � I `C' \ snccesseas � I I _ _ ,/ - I - - - _ I __-___- -_-- // 1 ,';/ / v v vv--_-_-_' /' / / / / I l /' v vv,vvyvv � _ _ J to / / I I r I 11 v./ v Av v v - _ j / / --- - ✓ -f / / / / l l l ` vAA - - / I I V v - < / / Z / / /- - - _- - ,.r/V / / /\\ / / // / ! 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N N N N ___-__ .' / _ - -oes' / /. / x r / _ _ °as_ /' /' / / / / / i \ \ - \ ? - D.B. 1571 P. 245, 246 PLAT , / -1- _ _ _ _ F :/ , ,' - - - / / ,,/ / F / /. \\. /' / '/ / ! - \ \ \ ,r m\ D.B. 288 P. 347 COMM OF VA - 0 � ' � � ----- / / F / vv / // 05 /' I -- ---- M o rn rn / ' /' s .o- - -- _ _ / / \ \ / / / `\ \ , \ \ \ - D.B. 279 P. 493-PLAT' _ - _ ' ' - a - - / / / / \ // / /' ' /' / / // J ZONE: RURAL ' \ --_ -I ---- - -I -- _-_ --' --__�---------' __-__- _ --- _ ' TMP 90-35 - I I / ly _ / / / / / / /' ` / /' / / /' / /' ,00`' - DUANE E. AND ROWENI - M. SNOW _ - - `� / Ira ------ - - / / ! / / // ---a/s --- /. / / / /' / / �' - -`--__ _ ___�..-- / - / \\ \\ / / , // / / /' 'J D.B. 702 P. _ , TMP9 -27C I __- ,- / b _ - -- // I ., -- -- ' ' /' / / / I � D.B. 657 P. 234 Pl -' __ _ 1 MINTER ES T. OR _ - II --- _-_ _ -_ - -- p0`'/ lI ----TMP 90-28. --_--_ /'/ / // /' // I ZONE: LIGHT INDUSTRIAL _------- __ M I --- I LISA A. -.�I u69, - �11 // - // / I / / STANLEY MARTIN'COMPANIES.LLC - ' /' /' // /' /' �� --� __ -- - -- T_ D.B. 1149.P.-133- - --' _ 1 - / ' I / 7 -'4.6. 4571 P: 421 ---_oLs� /' /. / / / ' -- ---- -- - D.&621)P.616PLAT I/ - -I. /- ------- - - /,/ I, // 1 / // // D.B. 205 P. 22 PLAT /' /'' // / ,/ 1 ----- 60— - - -- ---- ----- - ---- ---- z M ,1 - D.B. 554 P. 441 PLAT ,' --- I -- - ' // / // j / / H.W.P.B,1 P. 35:PLAT- - - - - - -- / /' ////' /' ---\I /- _'S - -------_ _- ONE: RI RESIDENTIAL / I i,- 'I -_ass-- // // / / / /-' /'H.W.P.B.4 P 146 PLAT / // // /' Ij \ ///Z-' -- -- - - __- - _-- - - -- --- -- - - -- } / . - ' ae, --i - -�E ^.I-_o9s'' - //// //// // � 11 / i ZONEr NIk1,D\ ,/p99'/'/,/� \\I \ \\ �, \ /rF .;.,%:�- - - - _ - _-___ _-_-_ _ - ____---__________ Iqzl- - -- - - _ - - -- - - -- - - -- - - - N -' - _-- - - / e``1 _/ / \`_ - -/ / - >- - '/ ' -s50 - --- - - _ - __ - _ _ - / V / \.. \ - _ I - / ---_ 1 \ / ___-- ------ /' I -- ' 99- - - - -L- / I I / , / ' /' I A\ \ / // // - - -- /' / o - I _ _ - EXISTING MOBILE / / I _ /' ' /' /' v vv - /' / / /' '- _ (I I I-' _ - - - -- - __ --, - _' 3 _L- - - -- --- HOMETOBE / / ' / `\e -- / \ \ \ \\ / / / /' -- ----- - _ I TMP90-27B' � 1 REMOVED // // / / '/ ss------/,/ / \ \ I I, // ,// / - N - STEV£N W. AND BETTY d - - - -. / // / /' - --- I \ \ \ - / / / v _ __ -- , _ � --_ - - - - HNSON - D.B/1026P.715 h - _- - - I / /' D.B+ 629 P. 616 PLAT. j -_- _.. _ / / /' /' - / _ / , / / / / - - _ ------ -- ZONE: R1 RESIDENTIAL I __ - -- - - -- - _ _ _ _ - - _ _ _ - ' ---- mobile i ! / / ' - _ - - - ' 1 v v / / /// v (V / 5/ - / / v - — - - - , - - - - 1 / ' --' / -_ oss\ _. \ — _—_-------.--_—_ - / / I - - _ I I / / / /' V A / / / ❑ - _ - EXISTING ----� I I / ` -' O 9 / LLI / ' TREELINE(TYP.I \ \ I I 1 °`' / -' A `-,/ i, / / / / I- - \ \ I I - \ / / - _ - _''� I / TMP 90-35V J I ,/ --/ \\ Y; - EA I /// / - RONAYNE, LLC z J -- , /- // o�q // -. I / \ \\ / EXISTING OVERHEAD ,'\ 'I '/// // D.B. 4719 P. 402 I_ -___ - _ SHEDS / POWERLINEANDPOLES \ I _ \ /- / // \ \ \ \ I \ .— J/ / r D.B. 4473 P. 48 PLAT / I \ EXISTING S `^ s _ _ / I \ \ \ TO BE REMOVED I TO BE REMOVED _ / 11 // / D.B. 440 P. 198 PLAT V J _ I / _-- - \ // / ZONE. LIGHT INDUSTRIAL LIJ v v - ' // - �' 0--__ /' / / - _ - _ _ _ \. - I I-.ov.---- I u , ,--- ______ 0 I / / .,.� 9.5'x3.4' 13.8'x15.5` EXISTING GRAVEL I ' 14 / / I _- ' / ` Metal Metal DRIVEWAY TO BE D U '- / J ___-- I r _ _ \. shed shed gravel REMOVED r\ I \� "/' \\ Ivs I '\ � Lee. - AV Far -54C ___ _ _-__ r ' Q '' ' -___ ___ - - __-.- O I / .., ---oss_ --' \ Pole -'- \ I --O°," -' -_------- - ... ',` ,,- w/guy '`I -P - -, �__�__—__�- / v v '- _ A I �� / U TMP 7A /, - - / I Lo Y 4' - I LE AND I ' / / - - 1 j // \\ _ I - '_ MINNI LE BEST- i - 1story ;I 1 1 r--I `I f --- w -- S_ -TEI --_ _ _ - Frame & Rock ' I I I �v------- D.B. 28 .453 I I a - -oss- _ - - - - --- #17y6 I h EXISTING STRUCTURE D. 0 .264 I i ' - - I ,I A � \I, TO BE REMOVED v __ - I - `� I TMP �0-27 -------a9s -�, ___ I Z N : Rl II I LOTIA / _ v _ I t , -v T P 0-26 I RESD NTIAL I I RO�ER SCH&EDANTZ --' - - EXISTING STRUC URE - I On - - I ul - STE E L AND - -„ --f I 1 ,D.B. 1244 P. 461 -- - _ _ TO BE REMOVED 1 I 'I y� - - `\ W Ski - N PLED 'y / I \ I629 P. 616 PLAT - - ---- ---- --// ---- � I � - I - , — \ \ z w .B. 1 7P.388 I / I'I , D.Bs 530 P. 164.PLAT _ -'oss__ �yy' II 1 �° 11 v v D.BO.N 58 PESIDENTI i\`/ \20NE_Rt RESIDENTIAL \, ! /,-_____--_`` UNDERGROUNDAND THOEDE- - ---- f/-�.'/ j; EXISTINGACSA zo' \ NOTE' EXISTING O _ _ \ 10 --' I I / \ I I -__--- ASSOCIIAT DPO ES WILLBER MOV__ - _ ,-� - --'I EASEMENT i SANITARY EWER U) \ EXISTING UTILITY POLES I i ------------- - - - \ I I._ \ ! / --- _-_ _ ,-' D.B. z8,PG. a6 \ TO REMAIN f --EXISTING UTILITY POLES EXISTING MANAGED ,�o''r"; EXISTING 53 7 \ - M \M1 \ \ \ \ j _ _ ---- I ) y- k- \' EXISTING VAR. WIDTH PUBLIC I : VDH. \ 1 I I / - - _ ' / / o0 REMAIN ES GRAPHIC SCALE \ \ ------ TO BE REMOVED SLOPES TYP. / J -/ UTLITYPO _ DRAINAGE EASEMENT _ R V I / \ --- - _ - - 5o a 25: 50 iaa 2oa cRavE -------- _ \ - ---- - 53 N .56a i _-- ON. EXISTING I / EXISTING EDGE OF __ f,r_,, LIMITS OF PAVEMENT _ - 7 DRIVE sass°5 <asLM , ROADSIDE DITCH I I / PAVEMENT --Oros--' - -,� ,/ / � _L_--- \\ D.B. z8 PG. 06 Q. 7 __ _ --- 5se.za DRIVE - VaPuAp 5imale�smt. I " �\ I II I i // �I' REPLACEMENT) - J EXISTING DRAINAGE _ - BENCH MARK IS \ --_ INV IN±DE14 -- - oHe _, ASPHA ." oe.Ja"Vi3o ��i --Y-_ I_ -_----____-_�, STRUCTURE TO BE ', P' va¢m COUSESRNEIL FULL OF DEBRIS -- _ / \ 1 +--\ -� \ �� -__-7___-____-_-.-SOUTHBOUND LANE -__ 25'85L REMOVED ', I, -� CIS �QI''� 15'CMP le-_ _ `�\' oHeoHI- _ -.-. -- 1. __ _.��:'___ � \ \ / ,T� - -FEET 's° lee.&Phone ----- -- `-___'_. st _ - --'' E1148233a.Z3� 1 inch 50 fL. -\ -�e6f w1 \\ `�_-- --- - a >- >�_____ - 55e.w \ _ -__--------- --�' 1 Pa1e� -- - — Poke /---�EVATION527. EXISTING CURBING o _ _ - _ -- ____ _ __ _ _ _ _ Eje- TO BE REMOVED O o --_ - -- ___ _____-- ____-c\\__ ___ - -_ ____ __ - - IF - - arj,- r / ° iP=_,__,ue �1l -``ter i \`-- W 2 5_ 53.28 _ .0 15 CM o n� _ -_____��a S33 W 246. r — to-"-9_nn� -�-_ , ti-= - - - 0 FULLO s ��,�-'..>.! _ SIGN° v, I --- _ I_ _-� - - Z Vl - _ _ I 8. - _ 7"W 318 _ 9• __-__. __ DEBRIS ` 2 ____ -� _ - °„a _ _ _ _. \ rol; _ - - _ _>>_ - J_ Ul. '3 20" `36 ' `__// ,� 1{'"ROP-----_ �+.i -__` �� �/ \\ \ 1 -_ - _— _.. -_- _ - , _ - )� it IN�RJ -- \`� -___-____-/ ~L- 1 _ /9/( __ \ .� / oll.o T]I OO , SNV IN o __ \ - :�..� / g ���� _-___--------- _ - U.S. RT20 (80') SCOTTSVILLE ROAD (55 1V OUT ±SggB1 -7g' '�`<< -ice- \/ MAILB�X \O SIG __-- ° o \-- 4-- o -o------/_ - — - --_ / - - - - EXISTING - - - _ _ __ /_ - - ___ oH�oer oflry - INVOUT55 9 '- 7___ - m - FiN --- ° -_ __ / - U1 / FULL OFD RIS TIMBER s¢ �E__ �__.> ;0 � > - --___ °, __` OVERHEAD - --- - MAILBOX- --__ _ --_- sae---_-_�- c --_ _ ____ --_ �`� -___ - - P f LrSVv r> '_ - _ - _ _ - _ {rAA1LBOX- / WALL oHry _ _ _ - ___ ,o o—__�__ m oHo- - -- roery �ssa LINES TO BE Palm ) Pho� i _- / ---- -----_ _a- - --- ° =-3, ./r--______ __ L TO ��` __!rl.V %' , _-fNV IN. T/T - --FIAILBOX- / / o ie r RELOCATED_-�3 _ - _W732 _ _ _ • 11��IN C'rUT--------- - ----- -- --- - - '_.`r _ _ _ 21 i--- IT P 90-2 E O - \ gar I --- -- ----- -- A rox. 10' VEPCO Esmt VDH. - - ' ------ - - _ _ _ \ \ - MON: _ _ __ r - r ''o9° o - VDH. A roxlmote `/� 'i+ '_2 .71 ( U.a,-- _ _______ �I DIE LEE B ST I l i I MON. VP. D.B1221 P 13C-E rr: L ` \ P - _ _ _ _ _ _ LEE I' _ EXISTING LANES � -- - `-- - EXISTING DRAINAGE `\ _5zo Im J D.B.462 P.116 1 _ - LIFE sTA E I 1 D o P 90-21 I C\ 11 a TMP 90-21H \ D. B.288 P.80 j EXISTING DRAINAGE TMP JO-21 H -' STRUCTURE TO BE _ _ r I __ _ m ti �� - ;.- _ TO REMAIN ., � \ \ _ _ _ I JERRY LEE AND T 90-21 F - ' I _ \ , \ LIMITS OF PAVEMENT STRUCTURES AND _ - REMOVED - - - - _ --_ _ _ - ' DE INn I I STE HEN B. HE RY ! " \ \TMP 90-19 \ ' \ \\ DOROTHY 8. HUNT - ~ , \ CULVERTS TO BE DOROTHY B. HUNT 7a, _ _ _ tecenas' _ _ _ D.B. 3716 P. 243 .. ' WI BU R. AND EV i ru - REPLACEMENT FOR D.B. 325 P. 367 PLAT I a D. 2816 P. 7 - 'O - C 31 .r3 - - -f-\ B. 3767 P. 332 I /- I IFFLETT \ ` - NEW DRAINAGE PIPE REMOVED D.B. 3289 P. 68, 71 PLAT to, ZONE: RURAL D.B. 3 6, 3 P_I AT f JULIAFI P. BATTEN, JR II \ \ D.B. 3289 P. 68, 71 PLAT QT \ m'aq x D.B. 1717 P. 31 I z<�3 \I �\ - - -tea'- 5za- _ _ -- A - - - -- - - --- - NE: RURAL I I D.B. 1350 P 226 227 PLAT r D.B. 1350 P. Z26, B27 PLAT myv 6 _ _ --_�__ — _ - I D.B 325 P. 367 PLA I I D.B. 19 P..718,720 P T I I 3 D.B. 1717 P. 33 / 1 D.B, 1717 P. 31 .e "Nm , " CROSSING I o \ \ _ _ o- , I ZONE' L \ _ D.B. 1350 P. 226, 227 PLAT i to \ __ - - - _ I i, I I o - __ '&'o� / ZONE: RURAL '� a A- - - ���-_ - -_ --�I / m ZONE: RURAL ZONE: RURAL ^'o `, / --- Q 0- Lu H­II z H­II LL Lu Q I.­11 J 1--I = z 1_ � iy- 12LL V/ z O z O z :n W b I­ w CL (n JOB NO. 182157 SCALE III _ 501 SHEET NO. 2 0 I I , I I I I TMP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B.2197 P.388 D.B. 1658 P. 588, 590 PLAT I I I I I , f-. , I I EDDI 27 D IMINNI L. EST ,LIFEE T E .B. 2 8 P.453 P. 264 T El ARDFN LANDSCAPED UFFEBAREA «I y OPEN SPACE C_ � 0 Va ielepn n (0 54 ACRES) _ g iel.grnpll Company E�mt D 3.424T - Ir- -- i - I 90-33 POPCH �� � PO PORM LC JEANNETTE D. EMIT�� � ��� .,' .' Poxes LOT LOT D.B. 4254, PG.118 LOT 2 LOT 1 0 / 32 rpS,- � .+ eO OT \ C LOCK E / t6 . Lor 3 r I it Apr LG:,:I 6 /� �45 �ON- 20 1.27 AC e LOT ' Va.q7elepnone �� P ,.I, \ - Esm1, .6.424 P W9Y ��' �r _ _ p0reL0 36 ;/i \ T ��'•hI, °R 3 T T T P.R. eoxw ' LOg/ / -:... ICE LOT LOT LOT LOT 42 41 40 39 \• .:-.. o SI '' r / �' ` 4 q ,> ENTRANC R ARKS III�7OP� P� o���Aae P �X O\Sj LOT e r 'SIG W`F� f 4 \ � � - ----.. _ / -ds / Wv / r /�• C \-�.. �.-_? ..,. - .:/ / ,OP NSPACED 2 L / / / - DAUPHIN DRIVE - i i (0.183 ACRES) r I WIDTHP UBLIC STREET - 4 F i a Y BLOCK C _,- Ty a 3.39 \ `, AMENI AREA I LOT I LOT DOG PARK #4 .LOT r z l ' eU�"o vP.l _. \ 2 43 C7 1 \ EE NDSCAPING PEA Iw ,A✓ 'j' CAPED LOT �.^ FO$ DE OF 4 L BUIFIRAREA 44 LOT ! " .� " Do�Pp'R1(-- •I'll LOT A �� L F ,HT OF Ln W EDICATION LOT - FOR ROUTE742 IMPROVEMENTS I \ J\ I y6 47 48 9r / ' S r <a A LOT LOT BLOCK G \ OPEN VAI_tI s` \ LOT to 1.47 AC(0.2 ACRES) zz D_ ' 9 ,I; L I� I i OPEN SPACE H J L � ? � ,� , (0.83 ACRES) ,�2`� LOTS• , LMENILTYAREAr I 'GREENWAV PARK--__--� -'_- IVL7J fill L »x;6 yo'x+6' mxw ,axis I !'\ ,I, I SEE LANDSCAPING PLAN �'- \ ` 1 li mans' roxe1+ Poxa I PorecH Poxa \�I ` �1 yi , FOR DESIGN OF GREENWAV PARK T \ \ poa LOT 56 11 I 1 55 60 C 61 LOYOLA WAY 1 Y LOT Y J PROPOSED 49 OLA NA PRIVATE STREET EASEMENT GAx�E LOT m I 17 .a Llry D.B. 102 P. D.B. 657 P. OPEN SPACE B i. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, 7 '� VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY f� DISCREPANCIES. G7 2. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS AND SHALL NOTIFY ' (SCOTTiR.. LINS7 ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. Qi REPRESENTS ONE PROPOSED PARKING SPACE. No. 035791 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6"_ 09/25/20 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 g7ONAL ECG 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. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 3.o. 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 i THE GARAGE SHALL BE 12' X 20'. I I I I I. z2 ALL RETAINING WALLS GREATER THAN FEET N HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. 3 WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. L I i BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY i i 8 MUST HAVE AN ASBESTOS SURVEY 3 � 9 5 - 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 V FOR DEMOLITION PROJECTS. 14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BYTHE O p a HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF cc f ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS Ln ' WITHIN THE NEIGHBORHOOD. ,,/Ay o J 1 ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE V / a (0.09 ACRES) I 5. EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE Z o L L ALBEMARLE COUNTY SERVICE AUTHORITY. W i i6. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED / PROFFERS ON SHEET zA. ui i olti� z EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER AS SHOWN ON SHEETS 6 & ev I Na i8. 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. o o 19. ALL PRIVATE YARD DRAINS SHALL HAVE A io' PRIVATE DRAINAGE EASEMENT. ; �NN pg 20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE w w ' i 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. 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. 6z_LOY _ u6ucsrREET - PROPoseDa9 - > I _ I I RLOT L _ ___ __ � -. RECORDATION INFORMATION: THE SUBDIVISION PLAT FOR THE PROJECT IS �e / TYP1 a a s 1s 1 RECORDED IN DEED BOOK 5382, PG. 138-192. LOT ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. r I i I j "_ LOT LOT F/aFic b II LOT -.•. v LOT LOT j LOT r 7 6 LOT S0 81 Sz 83 1 12 79 �', j - NOTE: THE WATER AND SANITARY SEWER DESIGN FOR G RAGF11 1- I or I THIS PROJECT IS CURRENTLY UNDER REVIEW AND LOT mP, LOT M1 ! a APPROVAL BY ALBEMARLE COUNTY SERVICE 78 1 AUTHORITY AS PART OF THE ROAD AND UTILITY �I a. r 4Pti LOT n Ij LOT GA �e PLANS FOR THE DEVELOPMENT -SUB 2oig ooi58. / / m 10 �.aaLlN_ TMP90-35 THE INFORMATION SHOWN ON THESE (2) UTILITY LOT „ LOT ff DUANE E AND ROWENA M. SNOW 66 / 6 N =` I Lor r '' DB 7P.2- 9 2 PLANS IS CONSISTENT WITH THE ROAD AND UTILITY it 7 I io ( :: N F 'I EIS-'FI D.B. 66F P. 234 PLAT PLANS FOR THE PROJECT. 67 - II LOT a OPEN SPACE r - Lu" J w,l II '(L00 ACRES) 7 ' i jl I I ) rEl. 75 06 AC ---'- • - E LOT L > I � ----- -- � j II I-. - 6 - �/ Z, - -- Cko1TMP9IEIIC xk' GARAGE "' RONAYNE LLC TMP 90-27B 1 F/[F/C .T•. mel -- ---ELICI ` h� D. B. 4719 P. 402 STEVEN W. AND BETTY C. JOHNSON II - �. „:o MIN. LOT I AMENITY AREA#1: ' �' III .LOT r (' OI QA° Q°' D.B. 4473 P. 48 PLAT D.B. 1026 P. 715 II GARAGE 4B' 74 COMMUNITY PARK Q om a[ 'O p D.B.440 PASS PLAT D.B. 629 P. 61fi PLAT ? I LOT ..o MIN - RAN}R/W - SEE LANDSCAPE PLAN FOR DESIGN I �'' p _ - OF THE COMMUNITY PARK// I'll Irl. 69 z r g I �I /I j,iITY- 4 LOT i% i 1. LOT r BI -Slr LOT -- h - 73 1 1 i I 3 L OPEN SPACE G (0.30 ACRES) TMP 90-27 LOT 1A DGER SCHICKEDANTZ D.B. 1244 P. 461 D.B. 629 P. 616 PLAT D.B. 530 P. 164 PLAT I} I I / TMP 90-27 LOT 1A ROGER SCHICKEDANTZ D.B. 1244 P. 461 I / D.B. 629 P. 616 PLAT ' D.B. 530 P. ifi4 PLAT - MAIL OX� R SIGN -D 0 -- 11 MAILBOXED JE R�LEE AND I I 1 L J ORAH B. BE TM 90-218 I HEN B. HENR ] LAT D.B 2816 P.287 P9 -21F D,B 338 P. 36, 37 LATE WIL IZ R. AND EV .SHIFFLETT I I D.B. 1 34 P. 718, 72 III j NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE SPRING HILL ROAD PLANS - SUB 2019-ooi58. THESE ROADS AND IMPROVEMENTS WILL BE REVIEWED AND APPROVED WITH THESE ROAD PLANS. THE INFORMATION IS SHOWN IN THIS SITE PLAN FOR REFERENCE AND IS CONSISTENT WITH THE ROAD PLANS. LOT GE r Yam" j LOT ��' _ _ >a „oLN RM"R OPEN SPACE E r it LOT I) i• I LOT (0.02 ACRES) I I II , 71 I h j 1 L ___ __ _ ___ :a• I - --_ ------- ©I. VTYPJ �w I - - =�xa - - -- - - - - - BERWYN LANE------ - - - - N { N �a - ; R o BERWYNLANE - - -I _ w w PROPOSED VAR, WIDTH PRIVATE STREET EASEMENTi w PROP05ED VAR. WIDTH o: F PRIVATE STREET EASEMENT x. Z 9O I L_J L J L-J L-J C-oL L-J L_J L-J L-J L-J li �.I i I li L-J oL L-J L -J L-J L-L r'/A , - SLOT p` SLOT - --------------------- -- I LOT LOT LOT LOT LOT O LOT LOT OT LOT LOT- LOT LOT L 8 LOT LOT II I ' %/ - II 84 85 86 87 88 90 91 92 93 94 95 96 97 9 99 100 - ' % �/ BLOCK A OPEN SPACE A GRAPHIC SCALE 0.56 AC III (0.06 ACRES) III I sD B zs sD 100 •+�• .I - • - I AMENITYAREA#2: f l' ' RIGHT OF WAY DEDICATION 1 LINEAR PARK OPEN SPACE F , FOR ROUTE 20 IMPROVEMENTS FOR SEE LANDSCAPE PLAN DESIGN OF THE LINEAR PARK (0.63 ACRES ( ) '., CIF-- ---. ,I _ __ _ _ ( IN FEET ) t -- -- ---------- -=,� '�-:`. ___ _ CHAR OTTESV E GIS 1 inch = 50 it. I I _ �+LZ ��$ q AC -- - �� ----- -- 1 -1 -- -- _ _ ` �� - - ROUSE-SIRINEILL STATION 105 1 1. •35 < 1� I ..� -_ -- -- E18829934660 3 -- ------ --- ---- - -ELEVATION 52773 _ ____ __ a --- ---- -51GNC - SIGHT NISTANCE=665 _ __ _ _ 4' U.S. RT 20 (801 SCOTTSVILLE ROAD (55 MPH) -- t ------__ o y HWPB.1 PG.354 slOerolsrANce=665:--____Mill _ y-__ ' 0 SIGN o MAILBOX MAILBOX ~ -__- -------------------------------- MAILBOX - ---F+---------- --------- -- --------------------- TMP 91-19-__---- D.B. 1]iT P. / $3 IDS:13P.B.226,27P O.H. 1350 P. 228, 22]PLAT TMP 90-21H TMP90-21H I DOROTHV B. HUNT , DOROTHV B. HUNi i D.B. 1717 P. 31'71 PLAT \ \ \ D.B. 17117 P. 38']1 PLAT I / I D.B. 1350 P. 226, 227 PLAT D.B. 1350 P. 226, 227 PLAT I _ 00 m N r4 N N UJ 00 1 � U1 C o o CD CD CD W a In JOB NO. 182157 SCALE III _301 SHEET NO. 3 LOT NUMBER LOTAREA (SF) BUILDABLEAREA (SF) LOT NUMBER LOTAREA (SF) BUIDABLEAREA (SF) 1 2,296 1,525 51 1,858 1,529 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 1,402 1,101 57 1,935 1,6D4 8 1,104 864 58 1,920 1,590 9 1,089 949 59 1,934 1,612 10 1,838 1,169 60 Z775 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 1 2,024 1,186 65 3,501 Z825 16 2,075 1,249 66 3,230 2,545 17 1,319 1,040 67 3,681 2,491 18 1,055 932 68 3,673 2,478 19 1,319 1,040 69 3,102 2,408 20 1,055 932 70 3,110 2,412 21 1,445 1,040 71 4,124 2,788 22 1,878 1,092 72 4,338 3,284 23 1,878 1,092 73 3,127 21647 24 1,445 1,040 74 3,112 2,632 25 1,156 832 75 4,987 3,837 26 1,156 932 76 4,984 3,898 27 1,445 1,040 77 3,296 2,815 28 1,987 1,170 78 3,319 Z837 29 2,107 1,371 79 4,484 3,493 30 1,700 1,356 80 4,489 3,426 31 1,739 1,408 81 3,187 Z697 32 1,794 1 1,462 82 3,197 Z725 33 2,663 1,799 83 4,445 Z993 34 2,793 1,882 84 Z007 1,300 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 1,496 1,196 39 2,947 2,081 89 1 1,979 1,283 40 1,743 1 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 1 2,523 1 1,717 100 1,954 1,282 PROPOSED SEGMENTED RETAINING WALL w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.). UIRE 1 1 i o 9 D Eu OPEN SPACE H w RR -D i (0.83 ACRES)Im o� V I # PROPOSED 21 I I 10X16' I 10x16' PORCH 10'Xlb' PORCH to X1b\\--I PORCH \L^ \ nl1 I 1o'x16' PORCH HVAC UNIT (TYP.) \ II 1o'x16' PORCH LOT LOT LOT LOT';,1 1oX15 PORCN 1 1 I PORCH LOT Q I PROPOSED 5 ' A pOgcN LOT LOT 5 52 51 PLANTING STRIP v o h6' LOT 56 55 I 54 TC A-S ES EET51 I�I LOT I M c 1 ILIN II � I III I NO PARKING SIGN (TYP) LOT 59 1 II__Z k STREET PT:1S+2o.45 I ISO\ v \,- ) I ONT CK - ---- z2' - - z8 SIGN (TYP)\ II .II II - LOT * ' FRCiNT � 18 SETBI mI LOT GE GARA�� al II �I NI ¢ 12'x dIMIN. ��I I .I + SPEEp LIMIT SIGN E LOT 16 o r' N i STOP SIGN (TYP-) L IMITS OF PUBLIC ROAD R/W GRAPHIC SCALE �NOPARKING 1 inch = 30 fL. SIGN (TYP) ROPOSED GUARDRAIL PROPOSED 8' WIDTH Lic. No. 035791 �SS`'09/25/20 ,, S7l G 41 L EC w i w% v\\ �\ o _ - _ zz' z --= ANDSCAPING AND LOT °�. %v vv "o. �v - �t III �` �3� 41 y9 61 ��v Z� - 4 z6 o. �� a o MAINTENANCE EASEMENT C Q H : o nl -6ET P) 15+5o a 16+oo PC: 15+49.66 L N --_ n 3o' LOYO LA W Y�7+5° + TRANSITION FROM CG-6 CURE , _ N TO ROLL -FACE CURBING p .,, ' ' a ys+oo -F - v __-J _ PRO POSED3o'PR�/ATE z �ry LOT _ _e 51z'R PROPOSED STOP BAR (TYP.) 16+ o \ 17+00 ` \ 14+5° _ AY T 1 CG-z TYP 5 STREETEASEMIt T I PROPOSED 1 62 � � �-4��iO�-A LICSTREE ^, ^, . � �� - 1� (TYP) o o� ti +ooPOSED ,-I- j 4' 4z, sr - - - - - - - - F m ' LOT �i > ' ` y1`� pR0 - °m° STREET SIGN (TYP}- 9 ROPOSED WALL MAINTENANCE EASEMENT w w u) 3z' v -_? :I Z 3z' N DB.538z PG.138-1gz g g w z - LOT GARAGE .i LU i 63 �o� ti$ g - g - 18 \ I ' a ° Irvl .) Q+ o o (PROPOSED 3' DECORATIVE WALL �Q' p / zz�_ - - o a ? 15 1x'xzo' MIN. o ¢ w x5 / (TYPJ L I PROPOSED8 WIDTH z o (NOTE: WALLS 3' IN HEIGHT OR LESS DO ` y3 i _�1- - �I o II 6 z z w (NOT REQUIRE RETAINING WALL PLANS) R - G T' PT:16+o0.5g 66' ANDSCAPING AND D M m U D STOP SIGN (TYP. I• LOT pC:1 +o o MAINTENANCE EASEMENT ry t�1', I 4 3.7 PROPOSED S�1 _ ¢� - PROPOSED 6' LANDSCAPE AND 3 m PROPOSED E/P E/P I + L TMP 90-35 0 o HVAC UNIT P. PROPOSED 6 PROPOSED 6' z PROPOSED o' PRIVATE ¢ PLANTING STRIP / PLANTING STRIP MAINTENANCE EASEMENT CG-1z (TYP.)( LOT 66 r m ALLEY EASEMENT O z z - H I 3 °o m * DUANE E. AND ROWENA M. SNO w w a v DB. 8 PG.1 0 18 �� M g w o f .Q c o z 1 MIN:) D.B. 657 P. 34 PLAT v m_ m CID w N PROPOSED 6' LANDSCAPE AND +�' Sx° oo / �� �?P9 PROPOSED 5' m 1 F C F 3 } b NOTE: RETAINING WALLS SHALL - - - - - - - - En w cn ¢ ¢ .~. MAINTENANCE EASEMENT Y ti ✓ +$• ✓ �F CONCRETE SIDEWALK I°D / /C of W REQUIRE BUILDING PERMITS J J O _ \ LOT LOT LOT LOT NI LOT 66 - z a a a LOT i ti 82 83 1 } �..� o j.l l l NO PARKING': ' LOT 80 81 1 + � 12 I m z ai w + PROPOSED > > Ln Ln w z 1 I ! 64 % SIGN (TYP) : 1° I I a HVAC UNIT (TYP.) PROPOSED SEGMENTED RETAINING WALLS j w J PROPOSED VAR. WIDTH - �I 2 79 III ANDSCAPING AND 1 f 1 I r LOT 66 wl HANDRAILS- SEE GRADING SHEETS FOR W � � o EASEMENT -- NO PARKING N 00 PT: 14+61.31 FINAL WALL HEIGHTS AND DIMENSION (TYP.) ti N I. - MAINTENANCE w GARAGE o z0 LOT N ---- - - SIGN(TYP) 11 L N z 11 IN /I LOT (TYP.) / 'x� F- i'/ '---------------- 42, - I I -----------� I Z z OM w S TYP. ^i / 12'xzo'MIN. tiry %. cy 78 2' - 3� - - n -- 66' TRANSITION FROM ROLL -FACE C) O 65 ��. • �9 a 36' 3 H w - - Ln En > ^� b J v u SIDE SETBACK CURBING TO CG-6 CURB AT w c - i + w s > DRAINAGE INLET IN THIS LOCATION PROPOSED 10' WALL MAINTENANCE EASEMENT �� � •r• LOT L�\ / PROPOSED � I IrQ I I w � j // 2 ' _ ._ H- o ti �' 6' MIN. TRANSITION LENGTH I 9 io5, // ]] y�,��P� i HVAC UNIT (TYP.) --- - -- - � �I � I o Ig I LOT GARAGE II n � o ( ) I PROPOSED6' 'w .--' N j= NI 10 Tv') SIGHTDISTANCE=17o' N I / / / (�F..; - ::`� / m to I17 NI 12'x2o'LIN. I N LOT PLANTING STRIP LOT / - - NO PARKING NOTE: RETAINING WALLS SHALL REQUIRE 66 6 ,r PROPOSED _ ___� = h �I LOT 68 ( SIGN (TYP) BUILDING PERMITS. ALL PROPOSED 7 - N �' 1 F- to I * III ,+ ' E/ -IEIRETAINING WALLS SHALL BE ANCHOR u o \ 3 SWM FACILITY : a h; 1 9 L I I DIAMOND PRO COLOR "DAMES RIVER" ry h/ PROPOSED VAR WIDTH LANDSCAPE/ / , - ,/ 3 Ily 69 g8' NI AND MAINTENANCE EASEMENT i �� - - � = ;"- ��� h �' - Im io LOT I ED PROPOSED GUARDRAIL f LOT > '- CONCOETEDSIDEWALK S DB �3Hz P 1gz �� / / NOTE: RETAINING WALLS SHALL i PROPOS D j, to ol rov ry N o NOTE: PROPOSED HVAC UNITS SHALL BE , I I� I 6] _ I it S 7�F FT6 \\ REQUIRE BUILDING PERMITS PROPOSED / r CONCRETE SIDEWALK +o" I �i $ * 7° �L v J 3 0 Lu III im oo N + im I 5' IN cn ¢ ENCLOSED WITH A 4' WOODEN FENCE, I ol� 9 PROPOSED SEGMENTED RETAINING WALL* A N O `^ o CK 1 w/ HANDRAILS -SEE GRADING SHEETS FOR ® SEE SHE ETREA ^ _ L 7T Q0 o N FOR DRIVEWAY ~ m , ROLL -FACE CURBING I -- - PG tt+6 , � ,p NI 7 7 \ S PROPOSE // ~ 1� N ' � � o 0 0 0 SIMILAR TOTHE6 FENCE ALONG THE I I � ___ __ � -� _ _ - SOUTHERN PROPERTY LINE. !-W{-)-I PLANTING STRIP 04 1 L I - -_-_- 457 - _ _ r I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) _ RIP / 71 O1 ---- - N B OCK Q ��' �W } LOT uQi I PROPOSED � � VI i � � 1 - �11 LOT I i "' . �'� // �I II I '` 6 L io N � I CG-z(TYP)L9 �Z LOT z 75 PROPOSED •�-C AC PROPOSED SIGHT„ „ „ Q a - ___--_T_------- �I 68 - E/PEP GARAGE TOT LOT AREA 3o'x o'SPORT _ a bl o N 72 / 97 3 DISTANCE ry d I~-------- d Cs1 Z " z SEE SHEET IS COURT of N ----- TMP 90-27B _ F/C F/C ITMPI z +I N o (� STEVEN W. AND BETTY C. JOHNSON 97, " ` �j OPEN SPACE PROPOSED H Q I LOT GAR GE N N 1z'xzo'MIN, LOT x AMENITYAREA#1: /� �I r. D.B. 1026 P. 715 ^I GARAGE 4 QI N COMMUNITY PARK o (1.00 ACRES) GAZEBO ti V O5 m) D.B. 629 P. 616 PLAT z1 LOT mP'I QI R/W R/) wi EE LANDSCAPE PLAN FOR DESIGN // C) II { N 5 17x2o'IMI TRANSITION FROM ROLL -FACE J 12 zzo'MIN. Fm-N o 97� �^I OF THE COMMUNITY PARK //in 1 II - ,, CURBING TO CG-6 CURB AT - 10 01 6 wlm o 9' ob LOT 74' L 9 + AND SHEET 15 FOR DESIGN OF h DRAINAGE INLET IN THIS LOCATION PROPOSED 6' WOODEN PRIVACY FENCE TO BE j' F N wl FIRE PIT T N CONSTRUCTED ALONG THE PROPERTY LINE j ZI MI �I I RECREATIONAL AMENITIES ACTIVE RECREATIONAL AREA (YP. 4 * L z S (6' MIN. TRANSITION LENGTH) p t o I P I / C.1 . Q , 8+ SEE DETAIL ON SHEET 10 I 1 g7 - LOT GRASS ATHLETE FIELD 33.45 75' B/O-B/, PROPOSED J wl v PROPOSED 1 LOT L N I 1 f1 HVAC UNIT (TYP.) C) nl 73 CG 6 (TYP) o " ' 3 * L I LOT PROPOSED LOCATION OF MAILBOX KIOSK + m I 7p m I - 98 j FOR CENTRAL MAILBOX LOCATION STREET NO PARKING 1 " of LOT G 6' GE I N Lu 1 PROPOSED PROPOSED 6' SIGN (TYP) I N Ty ,) N °v IV __PROPOSED zo' LANDSCAPING AND SIGN (TYP) I I MAINTENANCE EASEMENTTO BE STREET LOT NO PARKING HVAC UNIT (TYP.) CONCRETE SIDEWALK %/ 2 11'x2o LIN. T Q - - --- - - I I o .,� � / 1 A�LEY H� PROVIDED FOR PERIMETER 97 STOP o iGN (TYP) 72 SIGN (TYP) .ml PROPOSED CPROPOSED % ���'' 79' F- AS ME T > U) LANDSCAPING BUFFER + PROPOSED 5' CG-6 (TYP) SIGN (TYP.) y SPEED LIMIT SIG LOT TRANSITION FROM CG-6 CURB J J DB.538z, PG.138-1gz 4 _ I LOT CONCRETE SIDEWALK PROPOSED LANDSCAPING t J' a m P °� 1 N !i TO ROLL -FACE CURBING 5 w 1 0l \ m m CC. a8+ L AND MAINTENANCE EASEMENT j I I ] PROPOSED m dO1S `' IMITS OF PUBLIC ROAD R/W o° ° 8z.8p_ _ J _ _ J Q DB.538z,PG.3-38-19z OPEN SPACE G I I 1-CG-12(TYP.) , - -- -86 - - ---- D w f- , � 4 5 - - - > °o 1 + + / o PT: i +82- o BS > z 0.10 ACRES I I �7 1i �H - - PROPOSED 6' LANDSCAPE AND 9' F 16 Q w / N �' STOP OPEN SPACE E w H� Z ( ) ----MAINTENANCEEASEMENT(TYP.) (TYP.) > w a / � SIGN (TYP.) (0.02ACRES) . ■ N ■ ■ Q - - - Dg.553$z,PG.138-1gz D-U)< a SPEED LIMIT SIGN - '10+ o - a 11+ o PROPOSED SIGHTDIST.44 22 Q - a PROPOSED VDOT STD. BARRICADE 10+00 5 011+00 5 1z+ z+5o 5 13+00- 13+5o w 14_001 14+50 01 +oo j 0 0 1 + o O o w i 4 HVACUNIT(TYP.) 3 5 5 5 F -�- --+- - - I---- N - - e ° nI w w Z PROPOSED o �N a Ny STOP T - - ROPOSEDGUARDRAIL Q I H - BERWYN LANE - N a Q Lu HVAC UNIT (TYP.) "' " ID PRIVATE STREET EASEMENT SIGN (TYP.) I w L H w e h 1 1 ♦ a L NO PARKING - - - - - ' - - -' - �'' - - ------ --- ---�'- g w a 1 2 ' 16 IS 20'_ 20` z z6' 16' 6 za 26' z6' zo` '816' 16' 20 z6" *h O 7 - - - _-. T - I p ( YP.) sIBERWYN LANE U > PROPOSED G LANDSCAPE AND E PROPOSED 13 z 16' PROPOSED 5' 16' z 13 16' NO PARKING'.( y Rc�9x / PROPOSED VAR. WIDTH W I Q MAINTENANCE EASEMENT (TYP.) TBAC CG-1z (TYP.) I (TYP:) ' (TYP:) CONCRETE SIDEWALK (TYPE g (TYP.) (TYP.) SIGN (TYP) ' I 4S8 PRIVATE STREET EASEMENT i J_ DB.5382, PG.138-1 j S' SPEED LIMIT71 I ^ z : 9 DB.5382, PG.138- gz uJ PROPOSED w - SIG - - PROPOSED / IMITS OF PUBLIC ROAD R/W \\ J L\ J L J\ L J L J / - f- / / PROPOSED zo' LANDSCAPING J CONCRETE SIDEWALK- L J L J b _ L - J T L J L - J ; L J ' L \(TYP.)- Ji / _ _ _ _ _ _ _ _ _ _ CONCRETE SIDEWALK _ ,� ^ ,� ¢ r N ,� ,n � �n - N I s F HVAC UNIT TYP. - - ,m / ( ) --- ---------- AND MAINTENANCE EASEMENT :71* * M� * * n a t x F Y ^ a x _ * / STREET CONCRETE SIDEWALK TO BE PROVIDED FOR PERIMETER li V N ^ ^ ^ h H h Q ^ * o O ° F/�' p / i/ SIGN (TYP) LANDSCAPING BUFFELn R PROPOSED DB. LOT LOT LOT LOT LOT LOT OT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 53sz, PG.13s-1gz I w * p / CG-1z (TYP.) g6 88 89 ul 98 ° �c TMP 90-27 I 84 85 8 9 D g1 92 94 I 1 w 96 9] 100 ry 1g+ NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-6 CURB THROUGH W J PROPOSED 6' LANDSCAPE AND 93 95 99 96�PROPOSED SIGHT BLOCK A THE 8' ASPHALT SHARED USE PATH AS NTERSECTION AND TIE-IN z W LOT 1A j MAINTENANCE EASEMENT (TYP.) y ET C -- - ; o -PRO POSED WA�LLL- MAINTENANCE EASEMENT /C DISTANCE EASEMENT 0.56 AC PART OF THE LANDSCAPING PERMIT WITH EXISTING PAVEMENTROGERSCHICKEDANTZ ----- DB_S3 } - ----- BB 8z, -- ---- ---- o DB.538z, PG.138-19z - - - - D.B. 1244 P. 461 16' 16' z0'zo' '. z ' 16' zo' , z6' z ' zo' 16' 16' zo' ' z3' R PROPOSED 5' PROPOSED 10' LANDSCAPING _ U! D.B. 629 P. 616 PLAT _ �I 1 " - /w CONCRETE SIDEWALK H� D.B. 530 P. 164 PLAT I NOTE: SPRING HILL HOA SHALL MAINTAIN !SPEED LIMIT SIGN AND MAINTENANCE EASEMENT TIE-IN CG-6 CURB TO EXISTING NOTE: SPEED LIMIT SIGNS WILL BE PROPOSED 6' P THE 8' ASPHALTSHARED USE PATH AS p �- I CURB - MATCH EXISTING GRADE LLI BENCH MARK IS L PROPOSED PARTOFTHELANDSCAPINGPERMIT (0.63ACRES)OPEN SPACE F REQUIRED TO BE INSTALLED UPON ev ODURINGCENSTRUC CONSTRUCTION PLANTING STRIP o I i STREET SIGN (TYP) ROPOSED PUBLIC ROAD R/W OPEN SPACE 006ACRES A J I SWM FACILITY - -- - - - - ) CHARLO TESVILLEGIS PROPOSED PROPOSED8 ASPHALT Q - --l�F�aE -- -- -- -- -- - - - - - CG-1z(TYPJ SHARED USE PATH C� __ - -- Vlrl� - - - - - - - - -- _ ROUSE SIRINE - -_- ---- --J O PROPOSED8'ASPHALT 1.35 AC PROPOSED - a� - - - - - - STATION - - - N3882993.340 CD _ _ SHARED USE PATH PLANTING STRIP STOP SIGN (TYP.) I O E 11482334,683 N j -- - - F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 �.\ ELEVATION 527.7+ PROPOSED- - F _ _ 10 ---------------------------------- ---------------------------------------------------------------- CG-12(TYP.) N _ N L - ---- SIGHT DI5TANCE=665' - - _ �-'• I-j H Lu PROPOSED STOP BAR (TYP. _ --PROPOSED p Lu PROPOSED _ - U.S. RT 20 (80') SCOTTSVILLE ROAD 55 MPH ---- CG-1z TYP. ---- - ( ) r ---- (TYP.) L JOB NO. XISTINGPROPERTYBOUNDARY F SIGHT6ISTgNCE=66 182157 El ° -- ---- HWPB.1 PG.354 5 ---- MAILBOX ❑ -- y �--- SCALE MAILS X FFORDEOIGN EE ROAD PLANS _ VARIABLE WIDTH RIGHT OF WAY _ ~ NOTE: AREA TO BE DEDICATED -----_ 1" = O' TO VDOT WITH A FINAL D cSIGN OF ROUTE 20 TO BE DEDICATED FOR THE < MAILBOX SUBDIVISION PLAT - -- --- SHEEF NO.VEMENTSAND PROPOSED ROUTEzoIMPROVEMENTS °----------------INV IN,- - - = ANCE DESIGN =0.07 ACRES. MAILBOX 1 / / I / / I � / / J -------------- I\ NOTE: PROPOSED HVAC UNITS SHALL BE I I ENCLOSED WITH A 4' WOODEN FENCE, J'y \ SIMILAR TO THE 6' FENCE ALONG THE HETIE-W PROPOSED I G-6 TO EXISTING \ SOUTHERN PROPERTY LINE. / / CURB AT ENTRANCE VAR / / it TO BE DEDICATED IDTH RFOR THE WAY PROPOSEDlo'ASPHALT J OPEN SPACE C 1 PROPOSED ROUTE \ SHARED USE PATH 74z IMPROVEMENTS I / J ' / (0.54ACRES) TOTAL AREA =o.1z3ACRES. 11 PROPOSED zo' LANDSCAPING I AND MAINTENANCE EASEMENT LANDSCAPED I` TO BE PROVIDED FOR PERIMETER \� PROPOSED SEGMENTED RETAINING WALLS = t / BUFFER AREA LANDSCAPING BUFFER NOTE: RET I Lic. No. 035791 SS`'09/25/20 � ,1 IONAL E�Gl INOTE: SPRING HILL FICA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR PROPOSED BUILDING PERMITS, ALL PROPOSED THE 10' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / / RETAINING WALLS SHALL BE ANCHOR V I / / HVACUNIT(TYP.) PART OF THE LANDSCAPING PERMIT // / / / PROPOSED VAR. WIDTH/ j DIAMOND PRO COLOR "DAMES RIVER" Z 0 LANDSCAPING AND _ - - PROPOSED WALL MAINTENANCE EASEMENT MAINTENANCE EASEMENT 18' zz' zz' z' z8' D .53�z, PG.138-92 I I O a v m i I / / / / / i69 EAR SETBACK io'xi6' I PROPOSED SEGMENTED RETAINING WALLS I ~ w U) I / j PROPOSED 6' / j' j io'xx6' �o'xi6 PORCH III w/ HANDRAILS - SEE GRADING SHEETS FOR m I / PLANTING STRIP / / /29 \ �o'x�6' PORCH PORCH --LOT- FINALWALLHEIGHTSANDDIMENSIONS TYP. I �..� z I io'xafi' PORCH PORCH (TYP.) z /� \ \ PORCH --- ----- z I J / / % 1 \ --I LOT LOT III I > -- I TMP 90-33 J / / ti LOT II LOT I �9 PROPOSED 5' WIDTH > JEANNETTE D. SMITH / O \ \ 1 ANDSCAPING AND W i I J D.B- 4254, PG.118 tf 6Q / i d+,6 32 3 1 MAINTENANCE EASEMENT ` PROPOSED (z) PARK / / / ! 'l / / / / o�Et 6 1e°SLOT Ln m j I PROPOSED 4' WALL MAINTENANCE EASEMENT # z BENCHES TO BE LOCATED __III (LOCATED S' OFF RETAINING WALL) I z z w \ WITHIN AMENITY AREA oN/ / �Q �� J / / A eo 34 v -J --I 1 '(. / / titi ti c 0 0 V cc \I I FOR FUTURE BUS STOP / �� S� • BLOCK E SLOT 1_ _ NO PARKING I - I LIMITS OF PROPOSED 30' PRIVATE w w � ACCESS EASEMENT FOR ALLEY w c w PROPOSED 1.27 AC ' e LOT 3 9 P HVAC UNIT TYP-) i' ya6 \ - _ zZ, I PROPOSED 5' ( 36 y zz I I CONCRETE SIDEWALK / e° / J _ _ _ zs J LOTyQ' < TIVIP, 90-35A1 AR NOTE: AREA TO BE DEDICATE DTO VDOT / i10' zz zz' +,0 y ANG HOL INGS, LLC ----- ----- o` a T 12 m 1z+ o WITH A FINAL SUBDIVISION PLAT � � _ _ _ _ \ e �` 3 �' +oo RIFF \ _ ° s \ \ PROPOSED 6 N N D.B. 7 P. 3 PLAT \ io'xg6' 15 io'xa6' LOT J 2 N �� r n N _ F— m _ D.B. 657 P. 34 PLAT / I PORCH io'xi6' U PLANTING STRIP' e• ± to A - T - ^ I --- PORCH PORCH PORCH \�\ \ ° STOP J LOT LOT 1! LOTI LOT �Om\ vv PROPOSEDS'� = �OoR o 0 0 0 / SIGN (TYP.) i AIGE I • AREA #5 I CD 42 1 m CONCRETE SIDEWALK( / 11 v w r4 � / ENTR N E PARK 4 4p 39 �� N + o ROPOSED GUARDRAIL ¢ u' °�° N '' N �; n. -.. N I ti M o rn rn P / NO PARKING rvi la a�7 O F�1 N o 0 0 0 • vR�� PROPOSED J' SIGN (TYP) O' 60 I CO N tit R ��Ci 6 F TRANSITION FROM CG-6 CURB I / CG-lz(TYP.) : ` ox _ ' ^�oQO;, J ---� TO ROLL -FACE CURBING PROPOSED 6' PLANTING STRIP J d` PROPOSED 6'I lz' \ \ Q e` Q � 3 O7 LOT 0 O PARKING SIGN (TYP.) / / /% '' sO _--- PLANTING STRIP '' Q/�w Q \,P 6�' 28 L SPEED LIMIT SIGN EXISTING PROPERTY BOUNDARY. �� PROPOSED _ _ _ _ _ (TYP.) STOP \ \ 9 L9 / CG-6(TYP) z9' z -z r- SIGN (TYP-) A( )i �o Q' PROPOSED6'. r I PROPOSED' _ % _ zzxOo - - = Zo% yo :SIDEWALK d LOT 1 ', ~ 61 NEW 6.26' PRIVATE SIDEWALK CG-6 (TYP) POOPOSED 5' N ., LLI + J � i i PROPOSED ASPHALT j J� EDGE OF PAVEMENT IN " O PROPOSED 6' WOODEN PRIVAC J CONSTRUCTED ALONG THE F SEE DETA 6 - � ACCESS, EA E E ti %CONCRETE SIDEWALK „ 2 CC SS & S M NT �, - f NO PARKING �: I 7 L I � a,�l I M STREET - So DAUPHIN 1z+oo _ SIGN (TYP) r' OPEN SPACED Q LOT a '- 1 I (� _ - OPEN SPACE B /SIGN(TYP) 3 . DRIVE -$ + u _�z+SO 4 I� S STREET 1 (0.183ACRES) 26 * L " r h (0.09 ACRES) ROPOSEDVAR. WIDTH PUBLICSTREET� N LL N 4 BLOCK C w C / d v % SIGN (TYP) k3 N PROPOSED PUBLIC R/W 0 f I S'F I PROPOSED 3 v N �3xoo CG-lz (TYP.) # d LOT .3 NI AC PROPOSED PAVED TURN LANE /4�i KI 4 o AMENITY AREA 25 L yrj 1 _ Im ALONG AVON STREET EXTENDED- i LOT - z' -- _-- Az \\ \ DOG PARK j I J I i u 1z'--_42°� SEE LANDSCAPING PiLA z a ° O Q z' v LOT I IZ 43 Q tee. F o �� FOR DESIGN OF! � I',ry N ROLL -FACE CURBING � CA PROPOSEDio'ASPHALT I (TYP.) NO PARKING CN SHARED USE PATH % oti LOT `rye I SIGN TYP) j \0` ,`x DOG K �4 L PROPOSED FOR DRIVEWAY ACCESS I N \may ,' w LA(�DSCAPED % ti 44 w ? PROPOSEDVAR.WIDTHi \ ` So HVAC UNIT (TYP.) gg ¢ a _� PROPOSED 6' LOT Q UFFER AREA LOT PROPOSED 6' a V LANDSCAPING AN \ ry TRANSITION FROM ROLL -FACE o ` PLANTING STRIP 2 / MAINTENANCE EASEMENT CURBING TO CG-6 CURB AT I - \ I. N 3 PLANTING STRIP � \ � � I I 45 f j PROPOSED 5' o\ °' PROPOSED 5' L - DRAINAGE INLETIN THIS LOCATION v , / CONCRETE SIDEWALK CONCRETE SIDESETBACK (6' MIN. TRANSITION LENGTH) / \ ao, \ 5 R LOTLu O 1, SIDEWALK / PROPOSED FqR LOT LOT LOT iO1 OPEN $ ACE I = !_ _ _ _ - -- _ - Y If ROPOSED WALL MAINTENANCE EASEMENT J J / HVAC UNIT (TYP.) ` SFTe f 46 47 48 (0.21 ACRES) ' \Cy ��x ¢ , j o DB.538z, PG•138-�gz �, Q ETO BE \3?• C/C j ro 4j °0 55 PROPOSED LOT ro I 1 N Z TY LINE / B LO C K G \ \ ` °� • \` \\�\J CG-6 (TYP) 22 � ,J 1 SIGHT DISTANCE=i7o' i W 1Z4 Z BEET to PROPOSED WALL MAINTENANCE EASEMENT PROPOSED PROPOSED SEGMENTED RETAINING WALL \� L Q 1.47 AC % D6.438z,IPG. HVAC UNIT (TYP.) w/ HANDRAILS- SEE GRADING SHEETS FOR _ LL / -------- PROPOSED SIGHT \ �o „\ �� LOT �1 PROPOSED3o'PRIVATE _J PROPOSED VAR. WIDTH \PROPOSED: lo'ACCESS - FINAL WALL_HEIGHTS AND DIMENSIONS \ P. l d 21 O STREET EASEMENT o 46' \/ DAIN MAINTENANCE -- (TYP.) 9 N io TEA SET LCi DB.538z, PG.138-19z SWM EASEMENT 53 3 9 38, z DISTANCE EASEMENT PROPOSED I � W 'fOPOSEC) DB:538z1 \ - } - — - 3z -- z1' -- --- 8z PG.1 8-1 2 p\ r HVAC UNIT (TYP-) 7 Q PROPOSED zo' LANDSCAPING I I f - 53 , 3� 0 `' D LOT 90 ' I O SWM a -A-i H AND MAINTENANCE EASEMENT Y - zz'8- 20 `n PROPOSED SEGMENTED RETAINING WALLS TO BE PROVIDED FOR PERIMETER \PACILITY _ _ _ _ _ _ - - - -- zz' _ z2' - ° f N U �- w_ HANDRAILS- SEE GRADING SHEETS FOR I LANDSCAPING BUFFER _ - - _ PROPOSED 10' ACCESS& Z\\ \ 0 LANDSCAPING PIN BUFFER z 1 ROPOSED ASPHALT PATHWAY _ _ -sETBACK A N EASEMENT\\ NI LOT "a 'I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.)I Y J Q 53 3 9 _ - 5 36,73L-,dIt� - -- 1oREp M INRTENA CE A zo'xz6' io'xi6' I ao'x�.6' I C.!5382, PG,138- a \\ 1 1 PROPOSED 22 I ➢2\\ 9 L GRAPHIC SCALE fw_— i io'xi6' pORCH PORCH PORCH PORCH \ ^ \\ � m\\ - I y d I I AREA RESERVED FOR FUTURE �j _C HVAC UNIT (TYP.) y2 6 \ CH \ I LOT LOT LOT �\ II I * a' zoXy6 I I io'z16' PORCH Ito ,I0 LOT FRONT .. COMMUNITY GARDEN, IF DESIRED V pOR \ I PORCH OT LOT o o. 18 SETBA m 1 PROPOSED 6' II PROPOSED SEGMENTED RETAINING WALL ` / ,6' \ pOROH LOT LOT 5 52 51 5 PLANTING STRIP \ o � ox 1 I \ II ° LOT GARAGE w/ HANDRAILS - SEE GRADING SHEETS FOR , I+° \ ' RCN LOT 54 00 m I Oro\\ + rvl wI o 'I o FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) Xs R° 6 hI m I ^ � (Tv .) Q n ,I o 5 55 TC LIN A-S ES EET41 I I \ I ,, I 1 LLI - + M \ za'xzo'MIN. , m 1 inch = .IU It. UIRE I � X,e \ OµcN LOT II N c l II I \l II I,, SPEED LIMIT SIGN ''NO PARKING I BUILDING PERMITS. ALL PROPOSED w 49 av RCN P c A I N I _I II NO PARKING i � I SIGN (TYP) I OPEN SPAC`� H P° OT 8 \ Il � �I — SIGN(TYP) �I � � �' m �I LOT 16 i RETAINING WALLS SHALL BE ANCHOR a m I Z _ _ �, N DIAMOND PRO, COLOR "JAMES RIVER" m I (0.83 ACRES) ti LOT co 59 co - STREET PT: 15+zo.45 p � \ STOP SIGN (TYP-) PROPOSED GUARDRAIL I I C I � 11 I I I I I v I I �v y 6p v,, �22T 2-z' 28' SIGN (TYP)v e �� IMITS OF PUBLIC RO[W,r PROPOSED 8' WIDTH LL 1 ti s N ��\\ \ ° - a r\ - -- LANDSCAPING AND �' - LOT �- Q. °- '° Y\ iD I l — �' 'r \ 33' 1' 9 I -�-II � � � �. -26' �+ - �•° .. ,` �• � ::: I � 4 1 I MAINTENANCE EASEMENT C z 61 J' \ - _ _ +- 4 v Y vI j ��,\, - �" PROPOSED yS+5o 16+oo PG i5+49.6^ 6 L N _ _ _ 30' LOYO LA W Y/ /7 !)o + TRANSITION FROM CG-6 CURB i - �C' n +00 CG-6 (TYP) _ _ _ o _ _ ' 1 N TO ROLL -FACE CURBING �¢\ 15 PRO POSED3o'PR ATE LOT \ ; _e1� Siz'R PROPOSED STOP BAR (TYP. 16+ o \ - 17+00 I I ' 62 i4+5�5= - L WAY T - 5 ST EM �T CG- PROPOSED o° I °8, v • a y �` koo - �- LOY �4 ' PUBLIC STREE :I - ••, 4, 4z RE sr 14 PROPOSE ry sy - - - - - - - - 2 ' LOT i / ' �' J STREET SIGN (TYP) ROPOSED WALL MAINTENANCE EASEMENT 63 3ti _s - 3�' 18' ----3z- LOT GAR GE b DB.5382, PG.138-192 (PROPOSED 3' DECORATIVE WALL 0� ti��Q1 0 ZZ_ 79 a �I I o° b 15 0 NOTE: WALLS YIN HEIGHT OR LESS DO ` i3x5 J 2% (TYP') I ° u'zzo'LIN. ° PROPOSED 8 WIDTH NOT REQUIRE RETAINING WALL PLANS) R - N + PT:16+00.5 ANDSCAPINGAND '` ry, 41' \ o z STOP SIpGN (TYP.) z , �l �OT* 66' ill + PC:14+03.70 MAINTENANCE EASEMENT 1 PROPOSED f� _ v - 3 c� PROPOSED 1 TMP 90-35 HVAC UNIT TYP. PROPOSED 6' i PROPOSED 6' LANDSCAPE AND m E/P E/P 4 L PROPOSED 30' PRIVATE PROPOSED 6' z (TYP.) PLANTING STRIP / 2 PLANTING STRIP MAINTENANCE EASEMENT CG-lz (TYP_)( LOT lsl I I 66' I ALLEY EASEMENT DUANE E. AND ROWENA M. SNOW j H 1� 3. DB.538 PG.13 o rn co D.B. 702 P. 792 -- i� �� c -m ° z ' 1 MIN. D.B. 657 P. 234 PLAT o `99 I_ 3 } PROPOSED 6' LANDSCAPE AND � � 3 x o P PROPOSED 5' � I I I NOTE: RETAINING WALLS SHALL - h'' L° + o c CONCRETE SIDEWALK °o F/C F/C b MAINTENANCE EASEMENT LOT LOT I 66 uJ REQUIRE BUILDING PERMITS LOT LOT 1 1 NJILOT LOT - �, ti� 82 83 I I } in i 1 ! J o I NO PARKING �' LOT HO $1 + L Q al I E)/f �, SIGN TYP) : 6'10 N + PROPOSED PROPOSED SEGMENTED RETAINING WALLS v �, \ PROPOSEDVAR.WIDTH -- - 66' N HVAC UNIT TYP.) v D Ln U) J_ LU co w 2 Z z_ JLLI JC Q o O O N u w a Ln JOB NO. 182157 SCALE III _301 SHEET NO. 5 PRO V R. WID PRIVAT I �`w� I I _ AINAG SE % LOT r - LOT 53 LOT 52 LOT 51 LOT 50 PROPOSEDVAI2� � � � - � � � a I , I I ' WIDTH PRIVATE LOT 55 Or DRAINAGE EASEMENT / , �: _ 1 LOT 5 �� r -� LOT III / LOT 57 ATC LIN - SE SH T7 PROPOSED SWM \ / OT 5 I� I` /I I f l IJ 1 17 L I I I I �\ I I � I 1 I I I �� . 11 ACCESS OT 5 - MH z7 LOT & FACILITY EASEMENT / --'' \ PROPOSED VAR. WIDTH ACSA, I 1 MH-z6 C V ��l OT 60 UTILITYEASEMENT(TYP) - - 16 I'I PROP SED io' PRIVATE / \ B.5 8 1 - _ - _ - -- n DRAIN GE EASEMENT i LOT 4` a 61 j / \ MH-25 %= +- it PROPOSED 8"x8"TEE LOT \ 15 So 16 oo L -(z) _ 8„ G.V. 62 PR OSED AR. �,� V-- - QLA W Y - - - - m _ ISM 17+00 ' WID ATE Y - -0 m - I 1 50 oW - � I i DRAINA EASEMEN 4 q - b o PROPOSED FIRE HYDRANT LOT V�� �I --ASSEMBLY WITH 8"x6" i I i 1 i "� 63OSE SP DPROP WATDERLINE o. / 4 - I `' 10I b r 15 L / ��•� SERVICE L WATER I LOT / �- PROPOSED 8"IN-LINE G.V. ' II LATERAL (TYP.) rl / \ - v \ \ i PROI OSED ' PROPOSED to PRIVATE -- --- -\---- �� / AS WRITH & ""TEE TENANCE EAS IMENTAND � NOAGEDEASE ENT1 I ' I LOT u DRAINAGE EASEMENT IF ----- oo \ ENT I i _ 13 L iI �l \ `I PROPOSED A.R.V. LOT LOT I r �' LOT _ _ It LOT LOT �� � 83 1 ��. 01 LOT "� 11 MH-z[� r �LOT � � � ` � -'vl 80 I I I III + I ' 64 � � , I 81 82 I , I 12 L 79 PROPOSED V . WIDTH PRIVA E PROPOSED SANITARY �y - - - - DRAINAGE EA PROPOSED VAR. WIDTH ACSA EWER LATERAL (TYP.) - I I LOT 9 �I I LOT I I IVATE ----' I i I 11 L LOT I _ ------ _ UTILITYEASEMENTTYP. - _ o / / /---------- ( ) x (v1ENT _---------- DB. 8z PG.1 8- z / ------ � h \ DR A E, ----- -_-- 53 3 •_ 1� WI i P �. p / 78 I I----- --- I I •. / Lu 1 io' PRIVATE DRAINA - - 7 - w i' i ------ ---- PROPOSED lo' WALL SEMENT LOT i - 1 F of I MAINTENANCE _' / % \ 77 - - - - - �.\ o LOT 00 EASEMENT 10 LOT TMP 90-27B 66 ! 1T x 1 ! I I PROPOSED WATER ' / :. \ 76 LOT '/ i:: � .. � ..:. • : - � I STEVEN W. AND BETTY C. JOHNSON ! I SERVICE LATERAL (TYP.) o° / PROPOSED FIRE HYDRANT - - - l D.B. 1026 P. 715 I I � ry �' ASSEMBLY WITH 8'x6"TEE � • " � 1� I I ' D.B. 629 P. 616 PLAT - - - LOT I ✓ r LOT - i- i'. 8 L I I 67 \V --.� PROPOSED SIGHT 10, I 1 1 PROPOSED lo' PRIVATE a I I � r DISTANCE EASEMENT �, � i ICI ' LOT F DRAINAGE EASEMENT 7 L a GRAPHIC SCALE PROPOSED zo' PRIVATE ` ' ' ' DRAINAGE EASEMENT t inch = 30 ft. NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) - PROPOSED 30' PRIVATE ALLEY EASEMENT III II 1 PROPOSEDzo'ACSA i UTILITY EASEMENT (TYP.) TMP 90-35 DB.5382, PG.138-i92 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT IIII I I lo' PRIVATE DRAINAGE EASEMENT II I I ,III I III I Lic. No. 035791 � 09/25/20 ,1SIONAL E�Gl� Z Z o J a a 0 u U w m � - O [n � Z .a. ` m z /W/ C Ice Lu C C C C o Cn C o 0 0 0 PROPOSED zo' LANDSCAPING AND I MH-z3 NT j II LOT PR POSED z ' PUBLIC - ��' W I 1 I LOT I DR INA,GE E SEMENT .. - --- I 6 MAINTENANCE EASEMENT TO BE ! I I 75 �I PROPOSED SANITARY L9 LOT --- I PROPOSED S ACCESS & , . - 0 I I ------------------ SEWER LATERAL (TYP.) PROVIDED FOR PERIMETER - FACILITY EAS ENT Z I I PROPOSED WATER - m LANDSCAPING BUFFER ! 68 -PROPOSED SANITARY SEWERSERVICE LATERAL (TYP.)---SERVICE LATERAL(TYP.} ,I =III I III � Ill jl PROPOSED 8"sDR-z6PVC _L I ! LOT NOTE: ALL 4-STORY RESIDENTIAL UNI S WILL REQUI E ' j'1 LOT 11 RECORDAT ON INFORMATION: SANITARY SEWER (TYP.) I _ 74 AN ACSA APPROVED BACKFLOW DEVI E. ;' Q f'I 5 THE SUBD VISION PLAT FOR THE PRO CT IS pMj LOT I o I PROPOSED' PRIV E 0 III L RECORD IN DEED BOOK 5382, P • 138-192. N _ LOT r ALL ACS UTILITY EASEMENTS SHOWN HAVE BEEN I 69 - - L o I ; PROPOSED ARPW TDH PUJBLEME + PROPOSED to PRIVATE PROPOSED zo PRIVAT DRAINAGE SEMENT p 4 r1 '.I PLATED ITH THE SUBDIVISIO PLAT.CIO l -- LOT it DRAINAGE EASEMENT DRAINAGE EASEMENT Ili I LOT r III N Q PROPOSED io' PRIVATE ! LOT 73 °' L: 3 �' O O_ DRAINAGE EASEMENT ° j I N I , I 70 �. -- - - ,, I I - _ I i PROPOSED D -z I - _ PRO OS 8 S R 6 PVC PROPOSED 8 IN LINE G.V. 3 1 •. �I � T � �' N w — LO SANITARY SEWER (TYP.) N - - PROPOSED 8" CL. , I I I I PROPOSED 8" IN -LINE G.V. I PROPOSED LA DSCAPIN _ v1 I LOT PROPOSED VAR. WIDTH ACSA L. it / 2 Q ------ - zD.IPWATERLINE r r UTILITY EASEMENT (TYPJ z D.I. WATERLINE \ 5 '` I II �-- � II AND MAINTENA CE EASEMENT o 72 LOT PROPOSED 8" DIP ! I --- b6.538z, PG.138 lgz 1 1j l SANITARY SEWER (TYP.) LOT I PROPOSED FIRE HYDRANT \ y I r 1 -- ASSEMBLY WITH 8"x6"TEE- i i _ - 71 -------------------------i - - -PROPOSED FIRE HYDRANT') \ * I ASSEMBLY WITH 8"1 TEE - _ -=a MH Lu - -- - ---B RYN LN i(oPROPOSEDTYPEA ~ J PROPOSED VAR. WIDTH ACSA - - - o + = - —� - F - - - - - - - - - - _ ^ _ _ 15+50 BLOW -OFF ASSEMBLY l0 5o N 11+ o lz+o lz+ o - oa - - - o - - - - -:„- 5 -~ UTILITYEASEMENT(fYPJ - — - - - -^-^- 0 - ----- - -m 5 - - -.-. - - _,-, So - - 1 +00 1 - - - b W DB.538z, PG.138-19z 1 / _r ` - -7 - rt - - - t i .gym •. ' _ PROPOSED zo' PUBLIC - - -*h R' D 8'x8' - Q J DRAINAGE EASEMENT - _ - = -- - - _ - - - ti , I� P OPOSE TEE I PE A PROPOSED 8" CL. PROPOSED 8"x8" TEE PR SED z ' RIVA i \ & (3) - 8" G.V. 1 J PROPOSED TY AND (3) - 8" G.V. \ / PR O zo"PRFVA� `: BLOW -OFF ASSEMBLY 11 5z D.I. WATERLINE DRC I AGE EA MEN O I Y PROPOSED 6' LANDSCAPE AND ! NOTE: SANTARY SIEWER MANHOLES WITHIN THE \ DID' 1N GE EASEMENT _ LLI MAINTENANCE EASEMENT (TYP.) ! - L -1 L J L - J L - ROADWAYS MUST BE INSTALLED WITH THE MANHOLE - J I - PROPS LB 6 L -CAP AND -1 L � � i ' \ , • ,�/ � TOPS FLUSH OR SLIGHTLY LOWER THAN THE MAINT ANCE E SEMEN (TYP. 1 � -PROPOSED VAR. WIDTH SA - - - - - - O AC TMP 90-27 ) 1 1 UTILITY EASEMENT (TYP.)-------- --- DPROPOSED TOP OF FINISHED ASPHALT (TYP.) 1 1O i ' ' T 3 I U J LOT 1A 1 I I ,'/ DB.538z, PG.1 8-19z Ln ROGER SCHICKEDANTZ LOT LOT LOT LOT LOT LOT LOT LOT' LOT LOT LOT LOT III o NOTE: MH-ii IS THE END OFTHE SPRING HILL VILLAGE- �1 VILLAGE— D.B. P. 461 LOT LOT I LOT I I LOT LOT o „ , / PROPOSED 20' ACSA W Z 84 85 86 88 90 91 92 94 98 I / OFF -SITE SANITARY SEWER EXTENSION PLANS a 87 89 Q 11 w i' iJ UTILITY EASEMENT(TYPJ I D.B. 629 P. 616 PLAT i - - -- 93 -- - 1 L 95 96 - 97 99 10O 1 I D6.5382, PG.138-192 I I za' ACSA SANITARY SEWER LLI D.B. 530 P. 167PLAT — - J z - - --- - -� - _ _ _ _ _ _ 3z8, PG EASEMENT- DB. 5 .7o6 ROPO D zo' PUBLIC I PROPOSED SIGHT I - + - - NOTE: SEE OFFSITE SANITARY SEWER PLANS Z _ DISTANCE EASEMENT FOR CONNECTION TO EXISTING SANITARY SEWER D AGE EASEMENT VDH. i -- --i --i- -' °' .: -• -..: a .• ', '•. _ q . a 1 / '1 MH-11 'II - I • MON. 6 i I - - BENCH MARK IS T111 -- Aproximate :- \ AT N+ 11 IN'ROUSE-SIRINE ILLE GIto PRIV E DRAINAGE EASEME, Vo Public Service Esmt. ; ; .: ' S o I NOTE: EXISTING OVERHEAD POWER LINES AL - :•: ' ^ / D.B.221 P.305 ! i PROPOSED SWM ACCESS _ --- _-------- _ - - - \ \ \ v , • � i • O G � STATION 105 � T THE FRONTAGE OF THIS PROPERTY SHALL BE � i OS�' _ _ - FACILITY EASEMENT i Comm N 3882993 340 Q Tv. :: - ` REMOVED AND INSTALLED UNDERGROUND. ALL �. Pole ! i 1 :: - \ I -Vault [ h1482334.683 `. - - - - - - - - _ _ ASSOCIATED POLES SHALL BE REMOVED. Fiber o t - - 5 O r - -------------EXISTING POWER POLES - - - - - - - - - -- - - _ I - P - - \,� LEVt0h1 527.7t DHE OHN I - TO BE REMOVED -- lij - - - - - - - - - - - - - v \ \ O -- ------ - Poleae------------------------ -- -- ----- --------------------------- ----- ELEC TP a - - -------------- - - - ----- --- -- e.PPIII ---- - ---------- \ \ ne _ O O ---- - N ----- __------ ---------------------------- Pole - - -- ---- \\ \ • - -- -.•----d61 EXISTING POWER POLE -- ---- - - - - - - ----- _N- ------ ---------------- -- - - l \,\, p----- ----_ -_ _ -:-_ _ _ - - C3 'es &Ph TO RR�AI�r --_- - - — - - _ ------------------------P---- 9 _ � I �-HE�rviP SIGf�- ----- -- -- -- ------ := o _ P ` OHT p IV --- PROPOSED LOCATION OF oN�ItJ ____ ___ � UNDERGROUND POWER j -__-- VAR. WIDTH U IC - �0 w UW w i ----__-_-_-- � DRAINAGENT - DB.5328, PGA 6 JOB NO. �� --- --- ----- O -_ -- _ - - - - U.S. RT 20 ll SCOTTSVILLE ROAD 55 MPH 4 ) ~ -- POLE POWER _ --- HWPB.1 PG.354 __ TO REMAIN N -----�--------____ sCALE MAILBOX ""'I - - - - - - _ - - �� y � ,56-�0 o� MAILB X ' _ .-. _ - - - NOTE: EXISTING OVERHEAD LINES ALONG THE FRONTAGE - EXISTING OVERHEAD - - y - '- 1" = 30' THIS PROPERTY SHALL LINES TO BE RELOCAT RELOCATED OSHALLBDEIREMOVED. GN Done o ❑ _ _ ~ )HTOHN UNDERGROUND. ALL ASSOCIATED POLES MAILBOX MAILBOX--- ------ - - - - - f}-I _ _OHT TV _ IPF- /OF OHT OHTV Pole ? INV IN - - - MAILBOX --- ------ --- -_ I ' I I I I I I I I I RECORDATION INFORMATION: rBETWEEN THE SUBDIVISION PLAT FOR THE PROJECT IS ACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER RUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES RECORDED IN DEED BOOK 5382, PG• 138-192. THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN CT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE PLATED WITH THE SUBDIVISION PLAT. EMENT BEING PLACED. z. 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 _ _ L 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. S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. INOTE: EXISTING OVERHEAD UTILITY LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE I I REMOVED AND INSTALLED UNDERGROUND. ALL I I I ASSOCIATED POLES SHALL BE REMOVED. TMP 90-33 I JEANNETTE D. SMITH D.B.4254, PG.118 I I I I I _ a I I I I I II I I I I I Ip/ I I I / I , I � CONTRACTOR SHALL REPAIR ROADWAY 1�2 r � \' I TIE-IN TO EXISTING 12" DI WATERLINE I �jFH WV ri ri - r� r�r i PROPOSED ioPRIVATE DRAINAGE EASE i PROP QED 10' PRIVATE'( / LOT LOT LOT ' D AGE EASEMENT y LOT I, LOT 30 29 it 31 33 32 II PROPOSED 6" go' BEND TO 1 l FIRE HYDRANT ASSEMBLY 11 34 WITH PROPOSED 12"x8"T.S. & V. r '� _ ` CJ i j i' LOT ` LOT 3� PROPOSED VAR. WIDTH ACSA - — — I -NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS 3 UTILITY EASEMENT (TYP.)+ — — „- i MUST BE INSTALLED WITH THE MANHOLE TOPS FLUS LOT B 538z EXISTING 12' DI WATERLINE \�I\ n WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) % I _ _- _ _ 37 SPROPOSED 6" CL. i 412100' 2 D.I. WATERLINE i ' 5 PRo sc is 1 LOT 2 d I /ter R 4 ------ MAIN NANCEEA EMEN \ 3 i --- o/� PROPOSED V R. WI �i (PUBL C LOT LOT LOT LOT i DRAINAGE EA NT I PROPOSED 8" 22.5° BEN 42 41I 40 PROPOSED FIRE HYDPROPOSED8"CL i 39 I � �� /• � /� �c��� I v �i \— —rV POSED WIDTH P IC ASSEMBLY WITH 8x6 „ l - - 1 y - - DRAIN EAS ME 52 D.I. WATERLINE RAI GE' S fjI-Y ,� � I I IPA EIN ------ .� --- I �_ I - E � h /� � i i• LOT li I " I /FH ��� I I / / r LOT F I I I MH-i9 �( , �, -__ =Q.h i i.• -r 27 I ' r WV i DAUD I NOTE: CONTRACTOR I I PHIN E SHALL EXTEND WATER PROPOSED 8" SDR-z6 PVC �� LATERALS TO UNITS SANITARY SEWER (TYPJ a \- \' / I i LOT F I \ PROPOSED FIRE HYDRANT - ASSEMBLY WI _. 25 L43 I \ PROP05EDWATER It IliI I SERVICE LATERAL (T), P.) T LOT MH 17 ySoA T- I v 44 � PROPOSED SANITARY � "• `�,� J�xs •. -.-• --n' i SEWER LATERAL (TYP.) I I �� \ I LOT r I N N - PROPOSED 8"x6"TEE I \ � I PROPOSED VAR. WIDTH ACSA I "ROPOSEDVAR. WIDTH 45 O G- , O \ \ \ / UTILITY EASEMENT TYP.) P D1' I PROPO o � O'A SWM EASEMENT LOT 8 , PG.1 8-1 z ROP WIDT ���� �` �:� \ ,� ---- _ -- / 53 3 9 EASEMENT vv v D GE EASEMENT ; / 46 47 LOT HT ISTANCE EASE E T ��� ------ ACCESS SWM FACILITY & v / � I LOT I IPROPOSED zo' PRIVAT � �• �• V II I j \ \ ;PROPOSED VA 48 49 „ " x o. LOT \ I DR 1NAGE EASEMENT \\ o -, v WIDTH PRIVAT �� PROPOSED 1o' PRIVATE v v / �� PROPOSED VAR. WIDTH 22 I F-I DRAINAGE EASEMENT \ DRAINAGE EAS MENT PROPOSED AIL - ` PRIVATE UTILITY EASEMENT -� I uJ \ / MAINTENA iiE _ _ I^ I : \B a'`? �3��19z LOT I I' LUII PROPOSED zo' LANDSCAPING /.� .. y - - - - -- _----- P RANO�GEDEASEMENTE PROP(�`� MAINTENANC� _CES ��� 21 -- - -- - -- -- ---_�� " �- .I wl'II AND MAINTENANCE EASEMENT LOT I d: a. ;r �- ` i TO BE PROVIDED FOR PERIMETER V. [': 20 L QI LANDSCAPING BUFFER \ PROPOSED VAR. WIDTH PRIVATE - � - � � o� -PROtSED VIAR. " ` I _ - - - - - - - - - - - _ _ a -- _ _ --- P $ PROPOSED 10' PRIVATE LOT i DRAINAGE EASEMENT J -I-- � WIDT ; U LIC UTILITY EASEMENT DRAIN \ 130-2.9 19E PR WID PRIVAT 11 ' I 6 'I � "• ' LOT F I—I-� - PROPosED vA1Z.� � , I - ' � , � II � II T 53 LOT 52 LOT 51 LOT 50 WIDTH PRIVATEs i LOT 54 I LOT 55 A n °0 F I LOT DRAINAGE EASEMENT �'' _ � LOT 5 II —� LOT rJ7 I TC LIN - SE ISH T 6 li _ / I 1 1 � �a� 11 17 L_ �I PROPOSED SWM LOT 5 I A �� �11 I I 1 I I I ACCESS L_-' � - OT 5 � III I & FACILITY EASEMENT _-'' / PROPOSED VAR. WIDTH ACSA, OT 60 UTILITYEASEMENT(TYP.) a 1 PROP SED 1o' PRIVATE DRAIN GE EASEMENT I I' II 61 All I PROPOSED 8"x8" TEE ` 7 531 i � Y A155° moo \1 - - -(z) - 8"G.V.62 PR OSED AR. Y�LAW — _ -.tea --w - 17+00 WIDT PRIVATE "- DRAINA EASEMEN �� _ � •�. b I >,' PROPOSED FIRE HYDRANT 1 LOT \' 1�ko I .ASSEMBLY WITH 8"x6" TEE- - J i j\' i� _ — v I a . �' LOT T� PROPOSED 8" CL. _ - 52 D.I. WATERLINE j 5 o _ _ _ _ ��� { �o' 15 �I xb i III ED WATER LOT r / - SERVICE I -PROPOSED 8' IN-LINEG.V.. PROPOSLATERAL(TYP,) 1 I 14 L I I I I I _ PROPOSED 11 I I I i II ij I LOT E PROPOSED AN�D -------- ASSEMBLLYWITTNAGEEASEFNTDRATAGEEASEMENTo r 3 �- 17 Lu LOT LOTLOT v v`' / r LOT LOT 82 83 �� I 11 1 o l i j LOT I �I ' a } 64 MH z4 LOT 80 81 I ko 12 L t ( PROPOSED V . WIDTH PRIVATE I " - ' 2� PROPOSED SANITARY�E 79 A - - - --' \ EXISTING 12" DI WATERLINE I SIP °HERV I? S16°40'02"W 119.33'(tie line) I VARIABLE WIDTH RIGHT OF WAY 1 TO BE DEDICATED FOR THE PROPOSED ROUTE 742 IMPROVE ENTS TOTAL AREA = 0.123 ACRES. PROPOSED zo' LANDSCAPING AND MAINTENANCE EASEMEN TO BE PROVIDED FOR PERIMET R LANDSCAPING BUFFER PROPOSED 4' LANDSCAPE&ASEMENT 'ROPOSED W LL 4AINTENANC EASEMENT LIMIT OF PROPOSED 30' ACCE EASEMENTFOR, T 90-35 1 ANG HOLDINGS, LC D.B. 026 P.71 D.B.65 IF "" P T NEW 6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EAS _PROPOSED 14' PRIVATE UTILITY EASEMENT DB.5382, PG.138-192 PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 2o' ACSA FUTILITY EASEMENT (TYP.) DB.5382, PG.138-192 PROPOSED 8" DIP SANITARY SEWER (TYP.) PROPOSED WALL MAINTENANCE EASEMENT - io' PRIVATE DRAINAGE EASEMENT PROPOSED 20' PRIVATE DRAINAGE EASEMENT I NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLETOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) - PROPOSED 30' PRIVATE ALLEY EASEMENT GRAPHIC SCALE I Inrh = 30 11.. Lic. No. 035791 SS`'09/25/20 �' ,1SIONAL '02 ZZ O Q 0a�_ U m U � w [n O � Z ` m z Lu of ii w pIN o 0 0 0 L9 ti M � M C3� N z M WN J Cf7 W N W LU J J _ Q wz L9 � J O 1 z j Q (D F- = Q _J W" JLLI �- Y J_ � ul D J J Lu coLu z_ W J Q O o O N w a [=n JOB NO. 182157 SCALE III = 301 SHEET NO. 7 LOT 53, I M�ATCHL,I .- IET -- t`FE= OT18- PROPOSED VAR. WIDTH PRIVATE LOT � FFE- FFE= FFE- �� II - . /` 8 Sgio_ 59 COT 4 59E T z 1 0 o F 55 592.67 z.00 BSMT- I BSMT_ "BSMT= I LOT 4- ; PROPOSED VAR. WIDTH PRIVATE S8 58 'O° \ LOTz P �3a-192 FFE= FFE- FFE= 5sy.00 / PROPOSED FACILITY EASEMENT _ DRAINAGE EASEMENT 7 z 593 33 BSMT BSMT- II \BS�'9 .II- 80.8 580.i6 ,'', '5$433. -� 1. 0.6 i DB. 8z P I_i i z� - , RG 1 z_ rw5aaf - 80 �8� \ _ - LOT-8 5983 BSMT= =gM o I, 58z.83 II 58 5a a3�'I sai.i6 ' S 80.50 s79a3 , �i� i7 I 33 � 38 � I 5 9 5 s FFE- _ . S _3 5 ssz.5o 1 x I -- _ LOT 6 BSMT- 84 -- I' _ / 591.5o I 583.67 5 593.17 x --- a P / a� 6 FFE= 581:33 _ 6.0o LOTSo FFE= 583.00 583,33 _ I I. x --- J YD5 5 a 581.67 T- - - _ � "\ 5gM � � -, 581.67 \ I�--- a � - I - - - -�_--� - - - / 57 / \ \ 568.83 __ _-BSMT r S81.33.- v m J- ... ��' __58o G7-. _ 9,65�`- _, �r7 .87 578.y5 ..� 16A z �5$O. ! - _ 6 -- - _ PROPOSED io' PRIVATE YD13A -- A�� ; BSMT= 581.o0 A ; I t fi1y �__ .•• - �� 7-- 70 ' DRAINAGE EASEMENT Tw5s4, %' LOT61 579.00 069-58°67: N '-' �51.73 _ & C 6.5oTC p0 D�2 FFE= 578.6 AM T=HPROPOSES B 577.00 - - J Q .a - 6g s 15+50 �cp 16+o0 16 -- --- U, VC Cn �_- / / / PROPOSEDDRAINAGE NT EE EASEME\ 1 \ -. 5 g.go - �5+0� 16B - `� .� ;' --PROPOSED STORM CD 7 - --,- --- - 14 t FFE= DB.53 G.138-19z YD13 \' zo 11V 1 16+So SEWERS C) 6 wsao YD1zB--57433 - - - 576.67 i ASV Y- _Tw591 /� � c� 14k �,' 14+' �. M .. _ • : •. -, -. �i 68 I 578.00TW� _ �574.00BW \ \ 58DOBW \ 58 0 ooB.W� TTi PROPOSED za' PRIVATE �' A - - - -I DRAINAGE EASEMENT \ \ I C) Lic. No. 035791 � DB.5382, PG.138-19z_ \ \ -- -- '° 09/25/20 .572.00TW - , 55) 566.00BW \580.0oTW SIONAL E� 574.00BW \ ` •. I PROPOSED WALLS \ \ (MAX. HEIGHT=6') \ \ \ 566.00TW V v N W 8o I", 7033 -- ' LOT 62 0 '' /�, .- , . •: - - _57 79 578az - -- - - 67 _ w w Uj / PROP ED 8" YARD LOT 63 / / Sp y sao.o5 -------�-e x 0 s6§.00 W \ �\ \ \ - - - - - _ - - w IN SYS`fEM. \ ---- ?. , 'S75�So. � -'/ - --- 51a9_- _A o \`" 1 .I i/ I %�67 1 +; - i. 5 `,. \ \ \.� \ �� p p � Cz7 J ° -_"Y }�114� ' H YD1z FFE= s7a.00 M ti - - _ _- - 5 n 3 I oo \ cu u / o . 94 - - s79.00 a 574• I I \ - - - r Lu in 571.67 x5 - - s 57967 b�'r OTC : II' $ A V AV --570 z -� •' � � �- , � 8100 � i 1 L H b' �� 573.55 "' , • S 5 7 - -L_ - _ I - ' PROPOSED 1o' PRIVATE w s / / / 57a. �[ r�G a - it FFE= 1.67 571.oi III \ \ \ \ \ 8o i 57� V m V _ - 33 / S7J.4o � - _ 570 I' S72.00 LOTI _ O O DDRRAINAGE EASEMENT 6a.67 �� - v V -- - PROPOSED 20' PUBLIC. �4 3 \ \ - - z o ' - 9 5 9 ----'z / , DRAINAGE EASEMENT 570 562.00TW V Q Of � z z 0 9 57 . 3 PGA38�9z i - - 53 57 SoBW - - - � 93 � � .ice _ I � � � i ' � YD1zA ---- -' s76.6e u_ LOT - - - 15 LOT 570.00 s6 o I �I III s7000Tw oo� v - - u m CID g N ------- s7°as o s7967 LOTL - - - IE y ( 57o sO 570. -- V O PROPOSED STORM 36YO 3 : 3 7 6 .00BW 33 �iOT 8o FFE= 580.00 s 4 - - m � M � PROPOSED3'DECORATIVEWALL -- x x \ FFE=581.33 BSMT=57o.17 =579-33 ' LO 1 63 b -- -- -- -- - -- v-- --�-- -- - w )n -ow % - - - _ _I A yb SEWER SYSTEM 574 FFE= WALLS 3' IN HEIGHT OR LESS DO l w n4.o6 sn.67 LOT 79 FFE= 58z.00 BSMT= 571-50 BSMT= 569 50 :I II FFE= W � 560 Yl z \ = - v _ - NOT REQUIRE RETAINING WALL PLANS) FFE= ^ �� BSMT- z.16 LOT 8r - - } s6767 s 691 o c _ �� 568.00 " J y i ui 2 o o _-570.0o s , FFE- 580.00 PROPOSED VAR. WIDTH PRIVATE i - - - - - - m z s 57 I � � 33 I; I LL o. `�' I / Fn 0wi z x. o LOT 6 - - -- I. / - 9 S - oo LOT 78 SMT- 570.17 I d DRAINAGE EASEMENT II. w > > x 5 I I z ° B \ 8.. 56 44 / _ Dq.g, \ srs FFE= T _ o ,FFE= 8.00 / � I PROPOSED YARD DRAIN SYSTE �5 ' ' � I 565.67 s as1'' � p 57 - - .' 1 - -- - _ LOT 65 - - - ♦ BSMT- 68.1 5 I `PROPOSED WALL (MAX. HEIGHT=6') --- - v 566.00 1 , N m vw) _ _ Ii = - °- � o 5 7 YD1 B �_ _ �?. , I " 11 I i i, I L E PROPOSED 10' WALL MAINTENANCE EASEMENT y FFE= 568.00, / - -0 _ _ # xk z r x� / - PROPOSED VAR. WIDTH PRIVATE _ - l i bl III 55 z z O > r DB.538z,PG:i38-19z Y - gpyfi �6564, --570 - YD1 C - _ - - 68 - -- ---- - o o m w 568.33 57z.33 DRAINAGE EASEMENT YD15A 5 - `5 / - 564 - - i 7 / , B. 84, - 6 e - 56 .SoTw- FFE- =533 53 _ , 1 - ------ - g9 - I � � � (n In > 6.5oBW - I - I-- 1-- � • _.'BSMT= 6 O 3 9 5 � � -�_-_� 566oBW 566.00 56i.00BW• I L I e III ... TMP 90 35 '� �� � w w � ' s66. :. �o - 5 5.5 P 8-1 z 68 6o.oOBw s - - i � s � � 76 S66.00Tw g - - _-- ___-. r � i ' FFE I i � DUANE E. AND ROWENA M. SNOW _J LOT 7-% "•' 6a.00BW-55 J - 4 560 I , 39 60 67 1560.33 / .. 6 x b.B. 702 P. 792 ' NOTE: CONTRACTOR TO INSTALL RIVAT 8" -' A FFE= 572.67 --- T----- 55 _ .. a 561.0 55z.00TW _ 566.00 10. vo BSMT= 6z.8 YD15 i i s66.00T _-551.00aw D.B. 657 P. 234 PLAT - i DRAIN LINE FOR ROOF & FOUNDATI N DRA NS _ FFE- -� s63.� �/ \ 5 3 i L II ' WITH 10' PRIVATE DRAINAGE ASEMENT-566.33 V 6°.Qoaw TW OT,g r - - II ssa.ovBw NOTE: CONTRACTOR TO INSTALL PRIVATE 8" ' TMP-90-27B _ DB.538z, PG.138-1gz566.67.r,�y ! i YD16F LOT 6� -�- I � o � � � �'� � - 558 - - - v II 10 r ' FFE=� spa 6 ss �I I � DRAIN LINE FOR ROOF& FOUNDATION DRAINS STEVEN W.,AND BETTY C. JOHNSON 563.678w i l y o YD15E / / / � ,\ � 56k, i� � �'YD4 _ I I ' 559.0 L e i � � i WITH 10' PRIVATE DRAINAGE EASEMENT I D.B. 1026 P. 715 OL9 6 .6 - / ' i s _ - = it 89 6z.00TN - - --- 1oA L 8 P D6.538z, PG.138 19z D.B. 629 P. 61� PLAT ! LOT67 \ \ 6n 56o.p66w FFE- z 1 III o G' - _ 563a3 f �. PROPOSED zo' PUBLIC \ - - S SS7.O0 135 s -PROPOSED 10' PRIVATE i I 6 6 ° ' 'I S6 I I DRAINAGE EASEMENT i SF3 7 DRAIN$ GE,GASSMENT `> $7 / ; T7 r III of S6wow DB.5382, PG.138-192 ' S6ioOTW l 3 560 9 I \ S - PROPOSED DRY SWALE %I FFE.O �sa67k S54oz :. v? sso.00BW - - - _ - -- - - --- �SSz '`• ��_ __._ - � °��, • - 5- F5F-5E -=-• SSz--�_L- - 6---- 3 556 ® LOT L T6 5 55 1 � I SS�II II ssz.00TW I'll 5.00BW FFE-561.00 553.00 { �°+ 8 LOFFE=T68 6o.6V BSMT= 551.17 00EDSWM E55 & FACILITY EASEMENT 55 L F60.00 So 53 : 9z o sLOT 77 5sae.00Twf 547.00ew59I 95773FFE= T/5 F_ Or 9.b7 BSMT= 54.� 3 5I4867 547.3, 1 FFE= 099NOTE. CONTRACTOR TO INSTALL PRIVATE 8 ° � 55933 DRAIN LINE FOR ROOF& FOUNDATION DRAINS 0 ' / l /, o ili - T4� i I LOT 69 __ + - i I `. I PROPOSED 10' PRIVATE FFE= ' I I 5y6.6 5454 ' S6 8wt _ ' PROPOSED io' PRIVATE rSr, DRAINAGE EASEMENT oo 7 k YD16D1 s57 7J r 55�3s --%:g5e.00 - LOT73 ' DRAINAGE EASEMENT i l' D G.13 y1 z 547• L a 1 \� I FFE= 55833 DB. 82 PG.1 8-1 zo, PROPOSED 20'PRIVATE PROPOSED VAR. WITTH PUBLIC T 3 f_ LOFE ° - -- ss h - BSMT= 548.50 ! - 53 3 9 o DRAINAGE EASEMENT DRAINAGE EAPGME$ T z + 545.67 5145-: II - - - DB.538z, PG.138 1 2 0 53 + i o,l - PROPOSED io'PRIVADRAINAGE EASEMENT I 558.00 - a: %s 0 1 i h� SS 8 i LOT z !' I 80 _ a DB.53$2, PG.138 1�? _ - - oo l LOT z I r }. 7 I! 6.6 7 - -I N _ 54433 ; - sa4 0�� 4 00 } -- -- =- - -_ -- _ o, .. ; - sssa7 ss 7 FFE= 557.0o� YD10 PROPOSED zo' PRIVATE it / ? YD3 L 3 -- - / LOT 1 9 o BSMT=547 7 z YDz I /�' 86 LOT 7 +) 1 I DRAINAGE EASEMENT 54 l "m FFE= 557.00;; ss4. 61 ' ' .e I = . - � - - I 546.00 _ - z, G.1 z \ 7 � e FFE 54z67 s4�.o 'I Sgq YD16D ; I 557.33 9.64� . b it _ - r(_ / 543.0o - - � i �� � 554 -_ - - -- - ----- �sds-- ) i - ,• 6A i � -- - - - - - � - - I S 58B - 76 ----- [ q l - _r 7$ � - -. .. > PROPOSED 20'PUBLIC - - - w I DRAINAGE EASEMENT_---' _ n DB.5382, PG.138 1 z - -- _ RV1/Y LANE I TMP90-27 h�-1.5�_,_oa.5_o._-L-S_z 56 PROPOSEDSTOR LOA �h. SEWER SYSTEM -PROPOSED 2o' 3 P-R-I� V -AT- E' ROGERSCfIICKEDANTZ 5DRAINAGE EASEMENT D.B. 1244 P. 461 554.15z.9o: 9z_ 54 87 54437 540.28 56A D.B. 629 P. 616 PLAT D.B. 530 P, 164 PLAT 556.017 z5 56.25 556.z5555 59 54552 4950 4409541.42 I . 1 p I 74 L -1 L- -� IL-J � L_ -J L_-J L= J c' 56B - I J L-J L-J I--J L-J I ---I L�-1 L-J I�- 73 YD16C I LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 8g LOT 90 LOT 91 LOT 9z LOT 93 -LOT 94 t fl 9� LOT g6 LOT LOT 98 - 97 LOT LOT 1oo --------f- i--- ----- I � i m Ii FFE- - - I 53asw -I 4 __ FFE. FFE= .FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= = z o8 FFE= FFE= I / L PROPOSED 20' PUBLIC, I 556'S8 • 55 5 55 5 •58 555 9z SSS.2S I 553-17 55i.83 55°'S° 549.83 548_50 I I 546.42 545.08 544 4 __ 2 2 541-75 \ 7 I 6. 8 6. 8 556 I 7 k So.o° ){ 8.00x I --' I - -544�5 X_ 54z.5 X 54 4 541.z5 x 5366W 3�/ J / /O� / i/ / / / 3 III DRAINAGE EASEMENT 8" IS 85 - 55 - X 4_ 554 75X - 55133 3� So -54933 X _ 47.5a 1 545 9z 3 9z 541.9z X DB.538z,PG.A38-1g2 1 - 55608 6.o X 556.0 556.0 55533 49.1755z.6 5 3 8 _ yz.gz z. 541. z z5 536TVd _I l- - ' ' �- 55 55 4 5514z 1. z 7 49 S - BW / 2 54 Tw 1 1 I 1100 7 1. 8.8 47 54 - - - - 60 SSz 1.z 1. z So.6 8 I - VDH YD 6B 5 4 0 0 n n n Im 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 3.50 9.7 10 YD-7A - STR.27 8 3.5D 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-8B 8 3.50 9.7 10 YD-8B-YD-8A 8 3.50 9.7 10 YD-8A - STR.48 8 3.50 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-1 3K - YD-1 3J 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 3.50 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 12 5.25 13.5 14 w o ti N M M O r4 r O O N 0 O N M C 01 O L9 ti co CM Ci) N M z N O J W WN W > z - LU Q Z _j J Q J z Lu LIJ L9 z �/W 1 Q V C) U ' CoQCW L z 0 J a Ul U, J W H� LU Z - c z i� 1 y k x-. 55 'S _k •; . �_5. _y8.81` •54 .41k 54 .°o 4751X. 47.0056 4 54z85X _ .6gx: y1.o X x g_5S 38.0 534.a8 - I 7 i PROPOSED VDOT CL. Al RYPRAP LINED .,. 0 551.3ok ' S51.3ox 51.16 54044 pp����pp� _ / 51.00------^-----\ o - - - y 0 3 0 - YD1 I C CHANNEL FROM PROPOSED CURB CUT PROPOSED n BENCH MARK IS \ ~ - - PROPOSED WALL'tmHX. HEIGHT-3'------- - -^---' NOTE: CONTRACTOR TO INSTALL PRIVATE 8 �' oll i z6DEPTH RIPRAP DITCH RAINAGE EASEMENT s x RAIN LINE FOR ROOF &FOUNDATION DRAINS,-; I WW WITH A FILTER FABRIOCFUNDERLAYMENT. vAR. WIDTH Pueuc CHARLOTTESVILLE GIS W 7 548INSTALLED Aproximdte I �n I � I ' ^ V0 Public Servi, e Esmt. ! ssaTW YD16 PROPOSED SWM ACCESS & WITH 10' PR_ IVATE DRAINAGE EASEMENT s� + 4 I I I ^ DB. z8, PG. o6 ROUSE-SIRINE v , / I. I ... - -_-- - 2 _ 9 - /__________.___ __.__ NO SCALE i 53 7 D.B.221 P/305 Tv. ! I FACILITY EASEMENT D z, PG.138-1Sz - - PROPOSED SWM ACCESS & 1 - I aATION I05 Q I Bwl. - FACILITY EASEMENT _II - / - - I e s;� N 3882993.340 C� / Pol --- _------ - - - -. 538 38�9 _ - z DB.- - ---- -- --- - 9s - -- - �;-�9a8234.683 0 �HEOH7V g WALE 547 - -- -- -- --- --- -- 3. i / PROPOSE D S _ -- - --- , o l -- YD16A 5 6 -- -- - �i _ - - 11z LLEVA- 116 27.7± O 5 , Og \ 56 � I' �` ----- - _ - = - ----- ------ PROPOSED UNDERGROUND STORMWATER -- - - - --- ---- -- a - - - ----- --------- -103 I - - - - - - - - - - - MANAGEMENT DETENTION FACILITY _ - - - - > -- --------- - 34 _ - - - ------ /� --- - -- ---- J - ,o O t- IIV//J 5�6 \ \ a. In \` Lu - -- -1 U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) m ♦ --- ----- \\ IC SCAE JOB NO. 8215 102 - + 1t01 ---- 1 7 h ° -- --- HWPB.1 PG.354 - -� - H -- ----- MAILBOX (rr0u{il \ - ------ -y- ao o s\ �o --- s z�__; - - s a° o�� / MAILB X _ - _ _ _ - - - - - / �► / - °~------ SCALE _ _ - _ - - -_ - - ----- D_ _ - - - _----- _ _---------- -- _ -- - --- - )HT OHN - _ BOX / _ _ - - _ _ - - - - - - SH 0. �sso _ MAILBOX � - - ------ - Rl _ _OHT OHN_ OHT OHN �- - _ ' _ _ - _ _ MAILBOX�- - - - - - - _ - - - - -- - - _ FCET-) ~ - EET N r7 p INV INS o =, i z MAILBOX <_ o 69 / d 44 /r Iy 42 IGRAPHIC-S`CAL- - - - - / 15 / 30 62' \ / � � / 120 - - - ( IN_'EET 634 -1" nch = 30 ft. I / 63 ,c8 4 - - -� PROPOSED 1o' PRIVATE 1 DRAINAGE EASEMENT 636 A 623. 14 6a 622 _6 4 I ll 3ROPOSED WALL (MAX. HEIGHT6 rw 620YD8C 099 6zw- - - - 099 4 II .10 - - _ - Ir - - / - / / i / I -- ------I YD8 I --- --__� TMP90-33 % / / / ' / )ROPOSED YARD RAIN SYSTEM /'I �.- - FFE= FFE= FFE 622-84 - - - - - ' J I JEANNETTE D. S_MITH' / / DDT z P i�Y - I \ FFE= 6z1.51 622.1 SMT= I 66TW - - - - - - - - - - - - - - - - - - - - - -D.B. 425A P�.118 /' �/ - / �.i _ - 6z0.84 5 SMT= �EISMT=- - - _ - -� _ / , / = �2 PROPOSED io' PRIVATEi / ;, 9 - . _ - / .6s9' BSMT= '611.67 i__ 6u.67 61z. 3 _ t0 z i SMT= 61 00 099 - - - - ' / / / - /� / �j /' �! 1 6 D f INAGE EASEMENT e� -_- _-6246�2 i 6zg, o - FFE= 6ii.6] L-032 LO 1 li - 61z 0 g0 3 9 i MAINTENANCE EASEMENT L J z6 o YD C L T33 6 .621.50 - I_ 6n.33 6n.33 __� _ - w j D6. 5382'. PIS 8-292 P�� 5� SMT L - - - - _ - - - - - - -' \ j / / Q4 636 / 61a 6zo.84 6ii.67 6 16izBw _".� `� `Oby / / (�� i - - - -- 3 SMT- LOT - 6io.z3a - - io a5 -6z.z5 _- I --- ` / i r_ - FFE= - -ter'/ 38 i 63v /611.00 ~- -I YD]E / y9 / 6zo.84 LO oy Qs'ea �z .8 - ��% = SMT=zo.67 /61 biz w _ - zz 33 o 037 O FFE / '_ _ _-_- - _ 9 3 - - 611.00 _ -m 6iiBw - � / s �2 50 - _ - / - =6 YD A 620.64 0 .46 6 - _ - __ BSMT- ; - --- / _ ON } - - L \ 06 - I- YD]D 6 611.00 _ - - 9-6z0.84 LO e 4$ �O TMP 90-35A1 -' 4 - - �Ati � = 7 � �� � � � - FFE= 6 0 0 \ �.� � �` o -' j � I LOT 2 - I - o BSMT- no.6 �� �' �� 5: __ s � III ANG HOLDINGS, LC / / I - FFE- 9 9 D.B. 1026 P. 715 PROPOSED VAR. WIDTH PUBLIC .FFE I ,.,FFE- I 611,0�0. - DRAINAGE EASEMENT 631.84 _ 631.17 628.5o 625.8[F ,� �6za67 9 • i - - D.B. 657 P. 234 PLAT - \ PROPOSED VAR. WIDTH PUBLIC ,'' •�- Iz DB.538z, PG.1, 8 gz 6" SMT= , \ ti \\ v BSMT= - SMT=. SMT= o LO/C�Lvf` / DRAINAGE EASEMENT `-� 6z1. 3 61600 I 62z.00 L 1 618.67 LO o : 2 t _ yy / ✓ / Ybg I 6zarw \ - \ 630 621.67 4' LO921.0 o 33 w'. / ", C` /j, FFE- LOTfiOsoo IL \ W LLJIII \\ V\VA \ VI o LLF�i \\ \\\\\ \\ \ \\ 10, it I I• _ _ ' i {i�.\I •,\ \\ \�\ \\ \�/ G.> / 73x 4 51 608 LOT \\ � - O /�� • �,. - � �' --r __. __. � ./ [O/ � h �'� - I : � I - - _ 06 0 �¢} ...6o6.00TW \ \ \ \ 630.65, ' , ._ ,9 /'FFE 7 T. 600.00l \ \ \ \\ \ 1 3 / 11+so r , ° y 4 •.,- _ \ / ! 607.33 L \ \\ \\ \ 1 q',\\ \ \\\ \11 \ r \ •, �/ {� - - - - - _ a 2g; , LOT o5.00 6b3 9s _ PROPOSED STORM DRAINAGE EA PRIVATE FFE= E I / 3oA / z3 DR 11 A EE EASgMENT, a s, SYSTEM Is rn ga. _sz 6 - �• •• L - ` I SEWER TEM o 3 I ! FFE=, I LOT 4 3 34 - . \ ,_ _ yo\ LOT 6o3 00 )�,. 6p2 04 ` NOTE: CONTRACTOR TO INSTALL PRIVATE 803 33 I Iy- / _ r �' k s 4 62z.4s 6�8.43 �57 DRAIN LINE FOR ROOF & FOUNDATION DRAINS b FFE-T - I L 3 33 WITH io' PRIVATE DRAINAGE EASEMENT=E= /. �� / _Q I / / BSMT= LOT 44 i' �= _ }a •, - i -- r °. � � �� ` \ :\ •, DB.S 600 '; i 601.33 oa 22 ,\38_ i.�_I✓II.- ----5'- -<- -- I iI \o.00Bw621.5o gL4 s92.00Tw 630.67 Dio' I600.00rW s94.00aw oE65EE( 620.83 1 T'4 LOT 49 629,337 LOT 48 66 NOTE: CONTRACTOR TO INSTALL PR624 F_ "\ 625.92 FDRAIN LINE FOR ROOF & FOUNDATION DRAINS 6g 623.261 z BSMT= PROP O SED WALLSWIM FACILITY 66.08 MAINTENANCE EASEM.ENTACCESS EASEMENT_ / 613.41 00`= oo �aoo sg PROPOSED VAR- WIDTH PRIVATE 6ioJ4 PROPOSED 1o'PRIVATE D6.58�, PG.i38-ig� DRAINAGE EASEMENT " 594 33 - - \ - _ PROPOSED DRY SWALE / 4 I DRAINAGE EASE; NT PROPOSED WALL �� ,': • L-I I I \ - � YDi4 - w \� \ � 61 � I MAINTENANCE EASEMENT / i I �90 _,8=5 DRAINAGE EASEMENT ME .. 0 L9- - - YD13K w - - - POSED WALL (MAX. HEIGHT=6') h YD131 Ii' FFZ= LO 5 2 - ' - - -1 - -- -. - t_-� iW6o8 - - YDi3M ?L °III 600 _ - - -- - 1 ' � '-Bw 6 � 608 - - - - 60 - - - - - >�606 - � $w ssa I � -� � � \' 0 , • i r I S90 i \ \ __ Y - - - - - - - - PROPOSED VAR. _ I - - - - TW 604 3 58z.00TW \ \ \ \ 9\ oBW PROPOSED VAR. WIDTH PRIVATE - - 02 _ _ - - - Bw $ - YDi F YWIDTH PUl D1 G YD1 H DRAINAGE EASEMENT 5 59 33 LOT o - a ° 90.00TW \ \ - YD1 E 3 3 59z 1 0 584.00BW `. \ oo, s 9 z ` DRAINAGE EASEMENT- - - o - - - - 3 - - - _- J -_ 9 tOT g \ \ \ YD1 D -- - _ - o- zo FE 8 III T \ \ 606 -' YD13J 598� 3 v 591' S903-� sss g 1 i. 2 18 F 3 606 - PROPOSED YARD DRAIN SYSTEM 596 - - I _ - - -so 588.33 $ s \ \ - -- -- -- -- -- - y - / 66 \ -11 ' \ L fi .578.00TW \ r YD1 P r -- YDi C E * 8OT 531 1 S - OT 18- 65', III L. 574.00BW \ \ \ \ I - 5 5 S - - YD130 590 - -s 5 FFE= 5a6.00 sa4a '- IIi s86.00rw \ \ PROPOSED VAR. WIDTH PRIVATE 3 A SEE§H S ao 3 5 z OT- 6 � Z - t0.T z LOT i, tOT o I�. I� / ', II 586.33 IL 6 .� YD1 B 19 'C I y 1 - - '- LOT 4 � 5 PROPOSED SWM ACCESS 588 'S g DRAINAGE EASEMENT- 591- Lv 155 " FFE- z.00 59i33 590.67 590.00^ ° FFE= LOT s2. o• \ \ \ \ \ \ PROPOSED VAR. WIDTH PRIVATE - - - - - 8 .o0 538z, P 1 8-z z - 'FFE 59 & FACILITY EASEMENT 38 3 9 2.6 BSMT- / " 8 ss4.00 5 I \ _ - BSMT= �., DB.538z, P .138-1 z 1 DRAINAGE EASEMENT y' s, � � � � LOF S� FFE= �3 �593-33 - i BSMT- II 58z.16 li 58 M49 Ii-580.83 580.16 ; II"I � i n ^' 5 433 I 6 e PROPOSED zo' PRIVATE \ \ , E u ' S PG 1 z 8 - LOT 8 593 So BSMT . 7 5 z.8 58z.03 r \ 5$zs3 .lI �s8a.a6 5aoso s79:a3 W I L DRAINAGE EASEMENT \ _FFE- BSMT= 8 6 584 83-50/I- _ssz.5o II x \ --- _ LOT L�6 DB.53&2,PG: 8-1ga_ \ 59 3 B53 5'I''. ao; - =563.008z 58333. _III-_ X ,,, . �-. -.3.581.6] 51 33 60 3"I 580 566.o BW \ \ \ \ W 58z O 6 \ \ FFE= 590.83 . 581.67 II- 580.00rw \ \ \ \ \ 588.83 - BSMT= 1 5e2.33 \ - s7 7 57 a5 - -- -- -_ Saa47_ _ 7g.65(� 16A .° LT58o I _L1 574.00BW \ \ \ PROPOSED io' PRIVATE _ // YD13A BSMT= 5 '/ N a z. ` g - - DRAINAGE-- ` 00 1 81-oo Bo.67. -- ' \ �1 � 73 T-358i.a =' -• •.. II ;1.4 a o s a LOT 61 579 069 ' _ _ �.§38z�PG.138� �z _ Bws a - - . FFE- - . PROPOSED ALL (MAX. HEIGHT=6') `- - \`, = 57a67 \� s8z3g s$�. e i y :II �° 4 j / . I S77 O0 - - - \, 15 50 rp 16+0o i6----- ° 1 ° \ i * \ \ \ 9 \ 580.E S[p �5 Q-._-- M PROPOSED VAR. WIDTH PRIVATE � � �; � � � ' ,,;;' � , �5 00 0 _ - -� - PROPOSED WALLS \ DRAINAGE EASEMENT \, r" 579.So = - - -,- _-_ - 166 i4 - $. PROPOSED! (MAX. HEIGHT\6') \ I h�ry FFE= D6,53 G.138 igz YD13 \J O A�NA�� _ - ----� i6+5o -EWERS.-.-... \ \ \ _ _ - - I �s 4 YD1zB /--574-33 576.67 / '\ 6 \ \ \ \ 6 Il BW 80 6.6 78.zo µ •', �i��_ _ - 4 566.00TW \ \ \ k ,. . - - _ • I i -__ 68 aosW- - - � - \ - _ ' RD0,33 LOT 63 / I / /\ S - s7 a9 ROPOSED 8' Y - _ LOT 62 + 578.zz 67 ooTW 574.oa ; . -! • -z . 5so-o5. r - \� �3 / I-- 57qq \ ' PP v - - _ - -,� ° � .. \ tr FFE= Sl367568.00BW \ \ \ DRIINSYSTEM 57550 / 5 9_ I .� / YDiz FFE- / �_ _-- - �_ I ° 574.00 \ \ rl - - 0 94 - - oo- ¢ LOT o \ \ \ �/' ° / 571.67 s7a ss ° 4 y kh , s 7 581.00 �g 12 ° 6 - E5 o f \ \ \ \ PROPOSED 10' PRIVATE n h1 / / \ \ \, _5�a33 - / is S� &0 58z.6 \ \ - - FFE s7 .67 57iai \ \ \ \ \ DRAINAGE ..55EooATeW SEMEN+T. : 568.67 :\ o w - DI 570I �I572. 0o T {s5 OL.o I 1'II smrw DB.5382, DRAINAGE EASEMENT 57..ooaw \S60PG:1 8=i z 69.6 \ \ \ \ \ \ YD1zA ---- s7o7s o / n s7g; 7 LO L5 LOT 570.00 LOT1 z 56400rW \ ' - - \ yi SEWER SYSTEMRM 6 '`I FFE- 88 FFE- 80.00 - 57933 / s64.00sw PROPOSED 3' DECORATIVE WALL g 5 / 57° 33 - - - \ \ / tOT 80 - 5 _ _ �" I o.50 .. (NOTE: WALLS 3' IN HEIGHT OR LESS DO I_ ° K \ __ --�-- / u 5;4 I - 5 33 BSMT 570.17 FFE- I LO 1;. 63 1 j p q.o6 n7.67 LOT 79 FFE= 58z.00 BSMT= 571 -W _ BSMT= 569.50 'FFE= I A NOT REQUIRE RETAINING WALL PLANS)' FFE=:' \ /, \ BSMT= z.i6 - LOTBr - - -I ° d 56j 6j e 5 6 gz I I 570.33 4 a S)° 'a / FFE= 580.00 r - 57 PROPOSED VAR. WIDTH PRIVATE / 568.00 L J \ \\ -- - \ nz85 oBw LOT 64 --- 57o.oa �I /; / ,,_ S - gz' // .7g, / BSMT=57°.17 ) DRAINAGE EASEMENT Pr 13A-1YD1 D gl DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` (it SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 36 DIJB 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 1 131.17 %67% 619.00 1 605.00 RCP 30 DI-3B CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10flRCP 28 Jill CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 26 DIJB CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.1024 DI-3B CG6 4 608.25 23 15 56.62 7.19% 600.00 596.00 22 DI-3B CG-6 8 600.67 21 15 98.58 7.78% 592.00 584.33 RCP 20 DI-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 Jill CG-6 6 577.42 15 24 27.79 0.90% 569.75 569.50 RCP 14 Jill CG6 10 577.33 13 24 44.70 6-33% 568.75 565.92 RCP 12 DI-3B CG-6 8 570.92 11 24 120.50 6.29% 559.00 551.42 RCP 10 DIJB CG-6 10 556.42 9 24 131.35 4.76% 545.00 538.75 RCP 8 DIJB CG6 10 543.75 7 24 66.86 1.99% 533.00 531.67 RCP 6 DI-3C CG6 6 539.17 5 24 64.02 1.67% 530.17 529.10 RCP 4 DI-3B CG6 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 0.839k 527.50 527.25 RCP 2B DI-38 CG-6 6 534.25 2A 15 42.41 1.77% 529.17 528.42 RCP 68 DIJB. CG6 14 539.50 6A 15 37.95 2.85% 534.00 532.92 RCP 8B DI-3B CG-6 12 544.00 8A 16 35.22 1.42% 537.25 536.75 RCP 10B DIJB CG-6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 16B DIJB CG6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 30B DI-3B CG6 12 610.92 30A 15 28.62 2.86°h 604.92 604.10 RCP 328 DI-38 CG-6 10 626.50 32A 15 27.72 1.52% 619.75 619.33 RCP 44 DI-1 CG6 - 641.75 43 15 186.10 1.02% 637.50 635.60 RCP 42 DIJB CG6 8 841.00 41 15 178.91 1.44% 635.50 832.93 RCP 40 DIJB CG-6 6 637.75 39 15 174,25 2.71% 632.83 626.10 RCP 38 DIJB CG6 6 633.58 37 15 44.24 4.52% 628.00 826.00 RCP 48 DIJB CG6 6 609.33 47 15 46.83 0.68°k 602.42 602.10 RCP 46 DIJB CG-6 4 608.92 45 15 54.77 3.47% 602.00 600.10 RCP 54 DI-3B CG6 12 544.75 53 'IS 45.01 I 1.05-m 538.58 538.10 RCP 52 DI-3B CG-6 12 545.08 51 15 131.98 3.71% 538.00 533.10 RCP 50 DI-3B CG6 1 539.25 49 15 39.24 6.37% 533.00 530.50 RCP 66 DIJB CG-6 10 595.33 65 15 184.89 11.21% 589.50 568.77 RCP 84 MH CG6 - 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 12.44% 557.42 544.02 RCP 60 DIJB CG-6 10 549.33 59 15 106.81 9.13% 543.92 534.17 RCP 58 DI-3B CG6 8 539.92 57 15 48.29 4.97% 533.42 531.02 RCP 56 DIJC CG6 6 538.08 56A 24 120.02 0.54% 530.92 530.27 RCP 56B DI-3C 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°k 571.17 570.27 RCP 88 DIJB CG-6 4 576A7 67 15 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 DI-36 CG6 6 559.00 81 15 96.83 a 3.17 /0 552.25 549.18 RCP 80 DI-3B CG-6 6 555.00 79 15 44.75 0.51°k 549.08 548.85 RCP 78 MH CG-6 - 554.58 77 15 77.99 0.51% 548.75 548.35 RCP 76 El CG-6 8 555.00 75 18 43.90 0.52% 548.25 548.02 RCP 74 MH CG6 - 554:25 73 18 SUI 0.56% 547.92 547.60 RCP 72 MH CG6 - 554.25 71 18 19.87 0.86% 547.50 547.33 RCP 94 DI-38 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 0.61% 560.25 560.02 RCP 90 DI-3B CG-6 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 l 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 108 MH CG6 - 536.00 105 96 236.91 0.73°k 523.97 522.24 RCP 102 DIJB CG-6 12 529.58 101 42 48,49 0.89% 522.14 521.71 RCP 112 l CG-6 - 527.58 111 24 36.57 0.71% 522.50 522.24 RCP 114 l CG6 - 524.50 113 15 44.85 0.74% 521.00 520.67 RCP Lic. No. 035791,E ,1SIONAL E�Gl� Z Z o J a a O cc U w m � v] O In O a z ` LU o ce [L N N N N p cn al .ti l C° 01 01 o 0 0 0 ti M rM CIO z N /J W O LL N w W > 'l z - _ zLU J J Q Ell LU L9 F__ z W^•' 0L V z Q C) W C) L z DJ _ J a H� W = � zLU LU co z_ W J Q OO N U w a [=f1 JOB NO. 182157 SCALE 1u = 301 SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY POVER AY ROPOSED1 SM-9.5 SURFACE COURSE GENERAL CONSTRUCTION NOTES EXISTING 4" BM-25 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE PAVEMENT N ERMEDIATE 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 CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA EX. STONE /�/�/�/ // /�/�� SUBBASE /%%/ / % !�/O / O j e.s" zt-A BASE COURSE / % //// j�// %/� % / 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 (MOOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY COUBGRTEDD \�\�\/\ 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 THE 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 SPECIFlCA770NS No SCALE No SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. N TAN OF T SS 07H RW] N AND STANDARDS lN0 E SE 01ED, 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 NIR J. EROSION AND SILIA770N 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, 1.5"ACE SM s. E - SURFACE COURSE 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 CONSIRUCRON, SURFACE E COURSE 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 FERTILIZED, 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 IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY INTERMEDIATE 1" BINDER COURSE INTERMEDIATE COURSE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. OBTAINABLE, LESSER SLOPES OF J.- 1 OR BETTER ARE TO BE ACHIEVED. 6. PANED RIP RAP OR STABILIZA77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 5 A 7 COMPLIANCE WITH THEOPAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, ADHERED MINIMUM H OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A .5" 21- BASE COURSE BASE COURSE COMPACTED 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRESUBGRADE DRAINAGE CHANNEL. 7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM COMPACTED Oj j / sueGRAD E SUBGRADE 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. 6. UNLESS OTHERWISE NOTED, 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 NO 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY III. 9. ALL EXCAVA770N FOR UNDERGROUND PIPE INSTALLA7/ON MUST COMPLY WITH OSHA STANDARDS THIS IS A MIN. PAVEMENT DESIGN. ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE C0NS7RUC77ON 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. 9.5 1.5"ROADS SM-COURSE 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY 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 OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 3" 4" BM-25 INTERMEDIATE couRSE �� mmtfflt ROAD NOTES 'i I RIGHT-OF-WAY INSTALLATION OF ENCLOSED UTILITY PLACEMENTS WITHIN THE R GHT OF WAY BEFORE BEING COVERED. 5: a -. 6" ASPHALT +"'-w _ -:•• y..:, v ri •, ` *�' 5.5" 21-A BASECOURSE ` /2i10/ �////j�/ %RS\\Di/0 ��!`'/� / GRADING: / / A COMPACTED �� VAS �D/�� iii. CONSTRUCTION OFTHE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF / SUBGRADE 1. THE LATEST EDITION 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 ANDCERTIFIEDTIESTS, T 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 BEFORETHE PAVEMENT STRUCTURE IS PLACED. OF WAY WIDTH AND REPLACED WHERE NECESSARY WiTH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 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 1" BINDER 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. INTERMEDIATE COURSE SUBGRADE. INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF 7" 21-A BASE COURSE / / // / / \ /\�%j\��//\�� /%�j DRAINAGE: THE FOINALRNSPEOCTIONPAVEMENT, COMPACTED / O 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) via. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO SUBGRADE ASPHALT �A� PAVING - ALLEYWAY FOOT. 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 NO SCALE CONDITIONS INDICATE. viii. FAILURE OFTHE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH 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. R/W ROLL TOP C/L FINISHEDCURGRADE GG z Rlw CURB PAVEMENT: 1/4' 1' 1/4",•I' 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE W� MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS rPP, APPROVAL THE PROPOSED METHOD OF CORRECTION 4260T (VARIABLE WIDTH) NOTE: CONCRETE SHAL BE 3000 PSI AT 26 4" CONC. DAYS OR STRONGER. STORE4-WDOT 4" 21-A STONE BASE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 6. f 9, S2TON I E 3, TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE zs' (TRAVEL LANE) (TRAVEL LANE) BASE CONCRETE SIDEWALK 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 E Rono R,,,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 DESIGN SPEED NOT TO SCALE CG-6 5' WIDE CONCRETE CURB & GUTTER SIDEWALK POINT OF FINISHED GRADE CG_6 CURB & GUTTER 5' NlDE CONCRETE SIDEWALK SURFACE 3•I EXIST. GROUND-� / 2X 2X 2.E 2:r EXIST. GROUN 31 ... 3j / 6' PLANTING r •. -'' •• •4- STRIP 6' PLANTING 4- WDOT 21A 4- WDDT STONE BASE 2IA OT SiflIP 4' VDOT 21A STONE BASE EXIST, GROUND EASE SUBBASE STONE BASE EXIST. GROUND 41, EXIST. GROUND EXIST. GROUND EXIST, GROUND EXIST. GROUND EXIST. EXIST. GROUND 1 I I (RiAIEL LANE �(NmIAN) 1 �AVEL LANE 39' F/C F/C I 61, TYPICAL NEIGHBORHOOD STREET SECTION (6>' R11r) ENTRANCE OF DAUPHIN DRIVE (PUBLIC ROAD) GAS'--SSAR RESIDENTIAL cE JffX9P USE SUBDIVISION STREET DESIGN SPEED• 25 JfPII CG-6 POINT OF cc-6 5' WDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER SIDEWALK 5' WIDE CONCRETE 2% 29 SURFACE 2S 2T SIDEWALK 6' PLANING 6' PLANNING 4' WOT 2fA STRIP STONE BASE 4-2 T BASE SUBBASE •4-2A T STRIP STONE BA.' 5 6 2.5 10' 10' T 2,5 6 5 (TRAMEL LANE) (TRAVEL LONE) (PARKING LANE)) R/w TYPICAL AW10HBORH00.0 STREET SECTION (6-6' R11#'' PORTIONS OF DAUPHIN DRIVE PUBLIC ROAD CS-SSAR RESIDENTIAL & JfIXE10 USE SUBDIVISIO STREET DE IGN SPEED. 25 J(PH PARKING ON ONE SIDE ONLY CG-6 5' WOE CONCRETE CURB & GUTTER SIDEWALK 2R 29 6' PLANTING -• 4' VDOT 21A STRIP STONE BASE 2OT POINT OF CG-6 FINISHED GRADE CURB & GUTTER 5' SURFACE \\\ zz EXIST. GROUND \� EXIST. GROUND TO• 1U'� I ...I (TAAMEL LANE) (TRAVEL LANE) 24' F/C-F/C 43, R/W TYPICAL NEIGHBORHOOD STREET SECTION (43' R11F) BERWYN LANE PRIVATE ROAD GAS-SSAR RESIDENTIAL & Jf1.YED USE SUB IVISION STREiff DESIGN SPEED.• 25 HPH ON -STREET BUJff-L-OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES CA CG-6 POINT OF CD-6 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 5' WIDE GONG SIDEWALK / SIDEWALK ZA / . SURFACE 6' PLANTING 4- VDOT 21A STRIP STONE BASE - 1G, J to' - (TRAVEL LANE) ! (TRAVEL NNE) 24' F/C-F/C 6' PLANTING 7771 STRIP EXIST. GROUND EXIST GROUND EXIST. WND EX/ GRTS . OUND TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R14F) LOYOLA )r4Y (PUBLIC ROAD) AND FORTIONS OF DAUPHIN DRIVE (PUBLIC )?OAD) AND SHERMAr STREET (PRIVATE ROAD) CS--SSAR RESIDENTIAL & JfIXA'B USE SYUBDIVI ION STREET DESIGN SPEED• 25 J(PH ON -STREET BUJ(ROLT 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 HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h 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) 1217 12 237 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 1264 12 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 t.L (WHERE REQUIRED) VDOT STD. CURB A TIED ADJACENT TO A ,MATE, IDI er rnn DROP INLET (DI-3) SEELAN DETAILS XS-3A AND-XS-3C---- NP wm 7V ;a �o 4 J O= aw a wa c0 a o ME &E SECTION A -A NO SCALE TRIP GENERATION_, - - / 1"=100' �y-v N' / Lor mr or / CDT Lar ze NS / JT P�O� �' �\y zr YLOr 'T ,�, �SHERIDAN'' OT L"T L r �T STREET - 39 Lor ze Di w x x Lor \ LOT _ ,. _.... • x9 c a LOT•. DISTRIBUTION M oT LOT LDTI \ 8o%RESIDENTIAL o I: LDr I o%C ER AL OMM IC I 5 2, V. II TRAFFIC ,� .•,. r\ A �I Lzr - __) e II LOT 53 52 LOi LOT \ LtP 0 LOT LOT SOT is `` Lor jT, LOT LOT DT s \\ V Lar 6 ILOT Dr J \ II fi WAY _ LOT fi _LOYOLA Q II - r Lor la y o i o Lr '�IjTL ,3 LOT U Lar LOT ei Leir { W I Lor � 84 _ LOT 8U gt I 12 TB > C mr ` L eT I cc cc I Lor LOT Z II LTT 76 I LOr Ijj mT f:� l7 d 66 LOT / / B x- in X �. � r I Q 0 Lar s' LDr LDr 69 I I� LOi a ILOT Td �.� LOi >D I' Lor I( LOT LnT LI ' BERWYN LANE 13 _ Q / L [• 1 Lor Lor Lor LOr wr Lar Lor LOT LOT Lor LOT Lor Lor LOr Lser Lor Lor rYl I •10 000 SF 1 b4 95 6J 99 90 91 92 93 90. g5 9b 9J / 1 t OFFICE L DISTRIBUTION G. L I '-�- - .. zoo/a RESIDENTIAL r, E L----------� 5o%COMMERICAL r- - TRAFFIC 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) iz (io ENTER/2 EXIT) rI R1fl3in T Rein I 'r� }I Rtfl6it 12 t� BlNdefsf beaNvet/ Curbn:Alesrney BO6Nn of Deb mey /dlow slope of dapt ofbind sR roinaminimum of ] Lntlus is meinlained. 1 it01n 1 2NOin Rolnop Curb NOTES: L THUS FROM MAY BE PRECAST OR CAST IN PLACE. L CONCRETE TO BE CUSS A3 IF CAST N RACE. 4000 P9 F PRECAST. 3. (COMBINATION CUPS a CUTTER HAVINGA RADIUS OF 3OD FEET OR LESS MGM FACE OF CUR) SHALL BE PAD FOR AS RADIAL COM MrM CURB M GUTTER. T 4. FOR USE WITH STABIL6ED OPEN -GRADED MANAGE LAM. THE PARS TO, 1 C�RRUCTDED TKE3DPE OF SUBBASE COURSES AND TO THE DEPTH OF j� THE PAVEMENT. B. ALLOWABLE CRITERM FOR TIE USE OF TEND AM BASED ON PAS N IN APTIMPIMIX G SHOWN NE PMADDDEESIGGNN YHANUIL �CTpN S' R IN ON CS URBAN STANDARDS. D n ' YW 4 TIE BOTTOM OF THE CW AND P SEND. OUTTER MAY BE CONSTRUCTED TO TIE UR SLWMEL SI�ASE COURSEF PROVGIED A iFa AT MNEB yAy OPItlN � TIE COINN/CTQI S MAR OEERI a T' 6 IWNTMdD. C W Slope bred[ for drainage.ifreQ'd- o R- 2 Feel lv t) g < Bock of Curb o g o ii: � i 3 Tli. l I p =[LIT I I u ill: L I I (:OnStf- ' Joint f Mainflne Edge of Pavement lh ivelvoy Entrance Warp Transition Roatop curb Port Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rcdus Return Warp curb profile to molch driveway enlrOnce apron prOde wilhvl 4 leet each side of oWw otoove invert line. I arive.Dy Enlronce apron for ROIItOp Curb REFERENCE COMBINATION 6" CURB AND GUTTER ROAD Are,w STANDARDS D5 SHEET 1 OF 1 502 VIRGINIA DEP.VtIAENi OF TRM,$PORTATION REVISION DATE M1.G1 F De-R NOTES: 1. THIS REM NAY BE PRECAST OR CAST IN RACE. 2. CONCRETE TO BE MASS AT E CAST N PLACE. 4GOD P5 F PRECAST. 3. CUM HAVING A WKS OF SOO FEET OR LESS MONG FACE OF CURB: WILL SE PAD FOR AS FACIAL. CURB. 4, THE DEPTH OF CURB WY BE REDUCED AS WRI /S 3- 05•' DEPTH: OR INCREASED n MUCH AS Y' i21" DEPTH IN ORDER THAT THE BOTTOM OF CUD WILL CONCIDE WITH TIE TOP OF A COIMSE OF THE PAIEMENT AIBBTRI IME OTHERW5E TIE DEPTH IS TO BE Her AS SHOWN. NO MLsfTENT IN PRICE sO IS TO SE MNDE FOR A DECREASE OR AN INCREASE N DEPTH. s, CO-2 IS TO BE USED ON ROADWAYS MEETING THE lEOWEMEMM FOR CO-6 AS SHOWN N APPENDIX A OF THE VDGT ROAD DESCH NANJ/L. N THE SECTION ON GS URBAN STANDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED Part Section A S14ROi1CAT10N REFERENCE STANDARD 6" CURB xv = ROAM AED BRIDGE STANDARDS FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION REVISION DA E SHEET 1 OF 502 ANGINA DEPARTMENT OF iRANSPORTATIq! NN.O1 !SO Lic. No. 035791,E pOw 09/25/20`� s o s MArnT. E Vl Z Z O a f c J L O U If)In m � _/ � ' J [ Z O F L H [ ` > z f l W LU LU ; L Iw W C C C C I- Lrl 0a IN T -I LTl LLo 0 C11 + CD CD CD CD z Cs, ti C'O � M N z M N y'J W OCIA LL W N LU V LU z J J J Q U) z_ J LU 0 I— — N i LLl zQL LU 0 Q(D0;5 W T_Q w LU '-' O ,- > z V) J V) Ul J I F-� I LU LyL] I U z nLLLLLLLLI! w LU (D C:) 0 O N U I- w w Of W S d In JOB NO. 182157 SCALE AS SHOWN SHEET NO. 10 1 F3 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 SEINER 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 OF 3 FEET. FINISHED GROUND 27 x 4 MARKER PLUG END OF - MAIN LINE-1R 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 I• rOWR6VM S 3/A• MALE INK qi APPROVED USUAL NOTD NO SWEPTED ITTPNO] VDOT CLASS 1 5' MIN. RIPRAP -.fl' MIN. 6` PIPE 6• 6" STO 6' VDOT NO i NE BEDDING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL [A INITIAL BACKFlLL BEDDING 3 STONE a OPIPE *STABLE SOIL ROCK �, I W D.D. 12• * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL SECTION A -A STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND CONCRETE ENCASEMENT NOT TO scALE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. LENGTH (VARIES) mm MATCH EXISTING PROFILE FOUNDATION IN POOR SOIL UNDER -CUT CONDITION EXCEPT WERE SLOPE OF /I/// 1 ° BANK EXCEEDS 1 TO 1 l MAX, A / M . ( / + UNSTABLE INITIAL BACKFlLL 4 NN T SOIL __ MI. MIN. _ MIry MIN SECTION 1-1 " GRANULAR FILL AS #68 STONE '3:0' MIN. ". •• = APPROVED BY ACSA ST CK STABLE SOIL OR ROCK' .!s: ri':(:':.. •: i:L•' :: :':•�: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 BACKFlLL. ELEVATION 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW 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 2.00 225 2.5D 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 221/2 2fi6 LOS 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 2.15 2.67 0.13 90 4.83 3.113 3.42 0.83 IV & 12' 45 3.33 3.58 2.95 0.43 3.83 4.00 2.63 0.52 221/2 2.33 2.58 2.Bfi 0.24 11 1/4 1.83 2.33 2.84 0.18 ASTM A36 AND HEX NUT ASTM ABBE (TYP) UNDISTURBED EARTH UNDIMMED 2 - 3/4• DIA SOIL (TYP) ALL.-THRFAO ROD i WATER WIN x ® Z VALVE 24-MNY UNDISTURBED EARTH ELM A- F "�1 �CIASS A-3 CONCRETE SECT&N, NOTE: 1. ALL RODS AND FASTENERS SWILL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR 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 CONSTRUCTION THE COLLIR DIMENSIONS SHALL NCR NTERm AND COVER EQUALS OR EXCEEDS 3, THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH IS- OF COOT CLASS 1 RIPRAP. OLES SHALL BE DUG OUT IN ALL CASES. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES ' EASE ACCORDINGLY. SZE, DEAD ENDS AND AT VALVES. SEWER DUCTILE IRON WATER 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL STREAM CROSSING 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE It SIZE OF N.7.5 PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. NTS FIG. S-7 NTS FIG. W-2 CONCRETE THRUST BLOCKS NTS FIG. W-3 H9, W-M TD-W TD-2 TD-3 ro-x FOR USE W ATTACIED MORE FAMILY RESIDENTIAL SEANCES OR DUAL RESBExnAL AND PoiIDA1wN MANUEL �r EMBEDMENT B"MIN SPRING LINE OF PIPE AIMING BACKFlLL SHALL CONTAIN ROCK MATERIAL DER THAN 5" IN ANY :NSION TIAL BACKFl* LL " LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER BOX 4" DIAMETER BRANCH AND VALVE --�, - PLUG PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS `o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT NOTE: HYDRANT MUST BE TO HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 FINISHED GRADE LENGTH of BRANCH VARIES 6' MIN 2TO 1W (2701 18'-22' o 7 CU. FT. ALVE SO I I ADJUSTABLE TRAFFIC RATED #68 STONE + VALVE B13X W/ LID z U a 42"MIN _ B" GATE •,.I VALVE ? TEEX 8" a 2500 P.S.I. CONCRETE- V:} BASE AND THRUST "'E •' 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 REWIRED 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 TB-8 FRAME & COVER (SEE FIG. S--I-D,E) SLOPED AREA - _ -1• J � M.J. GATE VALVE Lic. No. 035791,E 09/25/20 * ,1SIONAL E�Gl Z Z L W W [ WATER LINE L O O U U F 1_j.. _ 2500 P.S.I. z z CONCRETE'S A 2'X 2' BEARING AREA. (A O O THRUST BLOCK ', d v, U U T y' L .A a A Q Of � : 4 H � Q ¢ R' W W [ y ^ � _1 m j NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. W O (D a a u' -i C� a � OL ~ o TYPICAL GATE VALVE LnI-M z L L TUTS > W .�-, W � L FIG. W-5 W OC w W w 4 Of [ TD-9 L # 4k Z Z ( O O [ z E K 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN DUAL SERVICE ` J RUBBER COATED STEEL '( U CAST IRON LID WATER MAIN) STEPS CAST IN PLACE •. r cpNPRLSWDN.3p' MALE PIPE cWlaNa N0. fi8 STONE - _ HAUNCHING RESTRAINED JOINT FITTINGS Y 3'-0" MIN pR APPRovLo Leuu 18" METER BOX BEDDING 6" max I•TYPE x• 4" min ON-LINE CONCRETEPRECAST SECTIONS12 MIN \ �rCMPoR FOUNDATION (SHALL BE _ a >, "O" RING SEALS • TMAX 12" / , ` A Al �� BRANCH LU M00 . N C C QI REQUIRED WHEN SOIL TYPE B MINIMUM ELEVATION mn USE ON OETACxm BNOIE FAMILY CONDITIONS ARE UNSTABLE r .4 ( ) /) p `\ `\ `\ gSmmnu smNCL wERE Ax IDRwenpx ALL PIPE • / FDROMR INLET TOROUTLETH. 5" 4'-0" ^ ' p .~-I o CD CD CD METER IS NOT PROVIDED. > ^`•1/ ry e , l 9NGLE SERVICE `tiff N,I SHALL BE 0.20 FEET. - ti DEPTH OF FLOW . ' !3 . NCIE: etiA: VARIES THREADED COJ AND CONCRETE VARIES C 2" ,> s"oWED SHADE AS uRn w Pvc PIPE. BRASS NIPPLE AND PVC FILLETS PVC SLEEVE CAP CHANNEL T BE r 0 3/4 DIAMETER OF FOR RW j LUBRICATE ALL THREADS CONTRIBUTING -- ='�-- DMSHmCAOE NOTE �' ..:.... .. .:. :: "..' 6" EXTENSION 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE THRUST BLOCK �° SEWER. A E Ir-ts METER BOX (SEE FIG. W-7) •`a ` ' 12w BALL METER BACKFILLID ENTIRELY WITH N0. 21A STONE. 6,. A FILLETED INVERT OR A SMOOTH T ' '•e NOTE; i SON 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE SLOT VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 (2 PLACES) NO, 57 STONE INLET &OUTLET PIPE SHALL BWITH STAINLESS STEEL ALL CONNECTIONS TO STONE BAND '°-1pN'� COPPER3TRA STONE SHALL BE PROVIDED PROVIDED. MIN. 6" BEDDING EXISTING MANHOLES SHALL 1/8 BOND ccuIAAD� 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" M.J. FlrnNc 2" PIPE SLOPED NOTE : W/ N0. 68 STONE BE CORED AND A FLEXIBLE BEDDING OF NO. 68 STONE TO DRAIN IF CONNECTION " BOOT ' M MERA - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE IN VARIES k-wa%,cd • . ARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. M InnP°PAnmu slop'e� .;mac: 1 MBM As V NOTE; 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE 0) SAND M DUST uHAR l+:v LA 'xrt y.eM +- CRSRIFR MNN pRf, Iz. (i) A 1-3J4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUGH READ METERS. 2" THREADED TAP EXTENDED , LIFT BASES. N MOM AHD METIER (1-AM M-5.t WIO SIWlE AMPUT wM AREWATESAMEI SIZED VALVE PLUG Will 1Nm(NQ'R1' q+?�iMPry ;.,, 5,1��'r_' SIFGm),NO.sTFmucAn TYPICAL SEWER PIPE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND our. TYPICAL MANHOLE PLAN � Z TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN �' Q (5/8" & 1" METERS) (5/8"-1" METERS) (TYPE "A") SHOWING BRANCH TIE-IN o _3NTS NTS FIG. S-3 NTS TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS c IZ FIG. W-6A FIG W-7 FIG. S-I-A FIG. S-I-B CV W TD-10 TD-34 NTS TD-13 FIG. W-8 TD-25 ` TD-19 TD-27 Q\ a-Y / ' ^ 1 L,Ha H SnA".xcME i \J , fLT aAYEYLYI TOP FI' OII PAY ET 1 F RYRCK) ('' LET - `r �Cri ACT.E•s•° " U.N.P1 "INDIA SMALL ME CENTERED LCORD AND OlCLIMB I LINE LEORNIILE mMNME F OVFRM T-0• •T TP)g". PAYID 9WMR YOIEATLL MAWua FARAD -a• aF PANCREMMM MINIMUM 1a M COMBINATION UNDERDRAIN LINECD-IAT LOWER END OF CUTS v NINO- CENTER LIVE SECTION 1MMa LMEs �'+e rOEK -. mtx rM lseta wrauu AT SgM� WRFT pt �" TRENCH PLACEMENT cpu a PAVE1cxr W/.r{{IL.nN FDR SEEMTE ACRARFAYELADT SE M ME R ME I GUILT PK MEP, MmI NE, G.A45 YELTK ve n MR E.U. RL . wq .� v+vf\Enr s,%AZ s "Au raE aF ELL pE1,M v.wae aro•mLrcoumYxr. :WEurt ON DIAMONDS o o e ue"r51 / (mQ Or vAVEO 9YAil4R, CLASS ,fErM IS µ6„.�-6-�" a_- q+OAtIG, AEO}E,RM. "o.". ve. e". "e rSILL' N.+r.A. TPEIMII �[ ,iYPCkI PAVED SHOULDER SECTION y.�. ""n1 ANCEI" F..6 KMEA*E M cnr O, / CURB AND CUTTER SECTION �'."' 0.AA IFFRC .B CMNATwN I£OIYEAENiS PLAN VIEW .p AOTUXE DRAM,•¢ FMCC (PLACEMENT OF CD-1 COMBINATION UNDERDRAN) OR �- P•vEYEGAF4CE 5 RIVE �- 9NERIA,N M LLSM 91AgklLEe SXBBAR .T ..e.' FSF1ECr NAXgN1 IIPEEOR .1 COVER UFT NOTCH 1212 3/8" WA" VARIES STREET SURFACE OR NON -PAVED AREA 1'-0" MAX M]s eF Pm. owns OF PW. KQ55 RW]E® - ACCESS ROUTE® uwAvlo SPADE - uHAvm aecE (4) 1" (25mm) DIA HOLES J ON 32 3/4' (834mm) CIA ) J BOLT CIfTFFCLE. 2" (51mm LETTER^a < ul rAN i 0 (RECESSED FLASH) /> u VJ E� LMnS 0! Pm. LIYrtS °F PFO. /'� [2$mm] E55 Po11]F 9I -iRAV : ILCE55 ROUTE® " 11 Lu PEDESTRIAN ACCESS ROUTE DETAIL WITH 1A D I (2) CLOSED WITHOUT UNPAVED SPACE r SPIV A,pr PIGc1lDtts W ADSTOM. RENF-Lr-WAY 5 1E ERE LMTS 1 1/2 I - EN TIND ON KCEssANERST.1 NA SAYA BE BAND r__2:Y1 > � [33nm] o ' w OF CERIUM M %MPoSm MDi R ® PEGESTNIMI E. A "LUTm moE.. • cpunARvs "' N W ws Roc ° A N. T. MM aP :F• w LIB N4L CMiECCrAT W'ACCES%E C. US pePo4e4U4o Ku CAN BE xvRO.V]iED. ENTERED ME / 1"Lcz USED BV PEIRSTRARB'S COU. ROUTE IS ACMEENI V a E. ST CIMm.MMMUC WnIH.. BE s. SECTION F-F T Q 0 0 nPEr ELM r-°• r? ^I PICKBARS U 1 1 1 IV IS RM]x Ip l0 ... I4REm °S UK Sr AAMLG " 6 NATUMBAµ MRss WVTEs E mMG s•4.1 �LJ/'J� "WE A P"EopAXn s• ELBOM PPL arhPOspq•Im 1 .... PR,vIrcD,A uHluu a ravvWRsl�i wwlx (-1 W 1 " Sf W (2) CORED v COxKCrW .sl AREAWAYS, .e KO .n OR CRIN20 ED NEWS. wn A uN. v CROSS .... - <'/1 I AAM HIrwG Re 4RIOAlIM nEGwa.Yxls. o vrt-LWu AOLHOAX rMfEORRiE2'ME°F GENERAL NOTES rYMAR'1 wFLUM rmI°r 1a1H AaRC YID- II••" ' e' 't T 1 1/8' (29mm) OR BOSS 1 OF rAiu a0M mxrryf Exec 1 INLLss lwCwur w`"W9 Co1BIA i19REAR.L T eE JJ LOt•rm AY 1M vpYi MYII AOrx 9LORASE YO sLEORAeE Mf SrMLL®. CC OR C IR C HE CURB F NITN ,TNIEfAAp CC'] °R GC]. iXF CURB FIE£ OM iXE 's i DUCAT M! ITrRCK1 1. SIDONCAN TED S,wLL ME FAIR° ARTY MitlEO•R Mtl R"O.pLI MAC 1. f° SEENkN PKABF STNpgp 5 TO R ADJUSTED r0 WTOM THE D 1 1 2' R� O YSLYE CRANKINESS N:WTASLE WPB CIXigIPAl10N. 4a:84eViYe 27 1/2' DM. C3 / ] ^ coxECESON NON -PERFORATED OUTLET PPE �� ® �___ [ ] .s• VELYE� 3. OJTL WE s SOON AT M TOLE W M TRAVEL LANE P•YENENr Ro ® __ __________ _ Y SECTION E-E 898mm BRV" r AMA SE 0.KLD M • °R.NE PMkl4 TO M 91W.CQ SLEAE 1 S YN n Y HDRYk BUTTER A ASRAAn w.eE. T 26 1 4` dA 1 \ 7 PAY WAS +. ui W CIAB ME, WI.. SECTRMYRLK Ir w RP655dL 10 °I,(RwSE %wYCL 'i. p. e' R' ti. e'. ixOS le 103 dNICF ]" • 6 (17Bmm] r / L P4M[CIICM Y rPY WR£T µTLL1Sr LH IWLCxGIMV. THY ME TO BE L°LAI[° SO AS 10 MAN.1. GNN •\•fi •�• 'e •Qii`i^ ryrysY r L E7mm] 28° DUE 1 ]/2 ra",ML q,�0xml s M wAwGEs. " 4 Re^:pgge eb%p%eebe =?%r ELMS p wLs., cac. RO [6fi0mm] 138mm] 5` ElB]R !. W , YAIED SEL rRZBE 10 Y MEAN WEE PµENLN1 MCA e" AC BASE T'ff I p2E 2111 ELL iL, xln' itYiE1 PR MLe'M`oW arr- ..i. ; 1/4-(EST, OR 31/B' ® PO„T rc MADE cxwGW 24' DIA NEOPRENE GASKET rywmm 6. NVERr FL[VAipl •r Ml£i Elp M WRFI NINE TO H A. Or TAP MOVE 1]] 4At SLpPE "J "' L' • ) f /� L91r ELEVATIOV M RLC°Ylxc MNIME .1M M sITt .. A ' .. O LJ AL OUTLET PPE L FOR cuRe AMA cmreR ML: y W... • N. ]. , INL ARE mBeR3 SA SIC., ITW P•r Wrs rM Wnfr PPE ME ro u NO sCMF x MALT IMT - .E,FS (E M`9IH CRI¢¢G sllmOn AS M WTLCr CAN. x . i a x uAYwuN NICREASE x SLO'E •i MxMlu W' Imfnvks 2B 7/16 ➢L4 5/6" I^ MINA ILsrzp ADCOwR] ro an Oo.a AF ss GrLLrnM. Ykr coxarxExnr e%PBeebgeY 6 PENCTICIYR T ul t0 H SLCW3Y C0R611° 10 LYI-OM O1HN MMNA6 i N i ] i ... °EMEASE N 4Mf EM fWSr ICMRER,C = (T22NIm] 116mm] [23 DR 584mm] W SECTION C-C e k uANAJR pLMLaE FM sucaEAC wiMuu 1O wTERvks SECTION D-D „°,,D AND STANDARD PAVEMENT EDGEDRAIN M`a`"m" s`s`"""'I°A sp "wA,'ION y W' °'A 25' DIA BASSE STAND."� STANDARD COMBINATION UNDERDRAIN Rffo� L EPL"ME STANDARD ENTRANCE GUTTER M L914mm] LLI (AT LOWER END OF CUTS) "IBIT. R "+N°E MEET I OF [535mm] sHEr « z K"DM RAIL > WN v!a NO2 FRAME SECTION O.D. OF GASKET GROOVE vwa.• pSpMTNENr G TRMavMTAlw„ 1B�•', xENsex p•X snELr 1 OF , n/ i M••L IOe.Oe im nsA. v.wMA cevevrYNr M TRNyPoRrAnM. PTAs 261.p2 SECTION LL V LOU, NOTR WHIN A PELES11p/ry ACCESS ROME .-D -.7 EADUES ACORE, AV ENTRRICE ♦/1 MMWRG srvuclN rmE M wE + 1 e- xM. GA,Er sucmN RNL PYc .1M °m MwOIx rkL x TO PY YN x ip PG NXN MAAJN VCIVCRML YYMI CR CK JCYYCR AAVIVYIIIVIVJ (J VIVC LI, LV IJ) LO•}11Eiv�rnT TM .(WO""T,I"'G'F's rtfr:"""""'" 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA `"M TO °F °IT '4 a M LL } A` OINBEM APNMICH SME CUAFRaNB W GENERAL NOTES OFFICIALS AT THE START OF THE WORK. �"E tlHY•rTT ,FILL LpY EL Gip " °4 � °IDS MOLLS I. H As µ M Nk_A M,ID*Ar IS. COTE u sIpWH M NMOU 0 INWOMKINNS BEAls1 usm m CCNANG"N w11 ST... CL-] L ON TO USE EA PAVMRr ----- I - On ff RS;Ul;CHU 1UME FIC EON MWNf�E Cues 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 1 ' "AWL Lwvm MNN MA,wN. COMBINATION RNN CD-2 ON ELLS I. USE srAreMp W I2 FOR cuRe R.µP pEswx To BE FOR THE PURPOSE OF IMAGERY COLLECTION. TER L CENTER LIVE SECTION ____$IONkN ENkX USED wm DMA C'.... mm rmL IR1ECI wTveK, re mYYPAwuA ---- 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. °K xM sT ' 1. INS °"°� � � MASEK P(EXCEPT LDE TIME TRENCH PLACEMENT r r y W EA , -_ _ ----� MY S B STMTm A RAR LIVE (EXCEPT µY WBOiAeE AMON C IIM MMNHP+YLH„T X„X„ X THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. FYPµSM .IgIR JOXMY I9°" C.'ACCUT. T R IN i. CXTRMCE, 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. -pAVFIEYT 9BMZ. BAY I " " P " t 31WA4 W TO SPAY FM -- HO}E: xmm":-O• DR ro Y L MOnPAY Swwx oX Trvwk Ycrwx M +' SIVLL II Oi H"CMSIM1NTEILISITSES. ME EP/W"LM ACEST FD" H KME„T PM Pp Es. .�E " �-Y2ECr x]aEwL TYPExMY PLAN VIEW SNOWING PLACEMENT OF as_v_E A 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. K E Aa .e REUSES ON DEAR. CD-2 LINDERMAN PLAN VIEW ENTRANCE NOTES CLAIM wea w .e MroAMN rEallm+rs. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY(1-800-552-7001). Y°RXE " NON -PERFORATED OUTLET PIPE M.w�a 5. WIEN INS MAIMS ROTS CMwpT KCOM,mAX THE (W+NG SECLEFNENIS Ce ANTICIPATED NAVY YRUM FAtl11L MMUK ROIOWAY SLpF£ nC 'NE pEPiH FOR IpfIYKX MUM RItlPv MCI- Wrs tlF Hens °xe A 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 °R M9.D $PFABN tY°E °F PKE } rypY. tl D•PM BWIL LUNL IEXrMMLL MDR LODE OF pAVFMfM pW DI MM p ImgEAU. r0 r .IS. LO-al - " °P101k ftOM' "` EAroe ®--- T. S. uE 70 CgELOS" FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.-P..., ewwrn wML PVC .m D.EO __ BEE MONIES POSTIVE°CMIµPM MPEOIUUD H ExTRAYL£. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. �-Pµ .., SURNS. A EASE SHOM WILL FE TO PSI BONN Tp PA MEY -A9nA5[ IN COENr 3TMIUMEO 9FR,AY `e , a e , -COC MAVINE MOWPAr -- -_LUTE ]) ON � E ® ° o r. B. pFSIRA11 /�N°T'H°NkLLL ORADE 1 CRACEEEs I.E. ME LEA° SEL vKLEE ON NOT M4LIc/dE TO sT1EEr ..., e -s1Ecr wIERVL TMEaR M.B2RKE 1 ICDEM A ,]E 51911II➢1 I ME, •,•• BE .COMMU EMI °.R'E"° FMNOTES 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ADVOISUMMON 01, ACGECAa.+E M. *1, M(M,9Ep Mr+sE lmlm KCORpxL rp Asn p-2+a AT ea ¢rLLCTIM. PREMIUM TO AS uEMcw ExTq.wcE INTERSECTION 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. AAn NC[TM .e MKArwN HGEYIenRs OEIERAL NOTES ®LAM. w, Mro M m W HAP EWw WNML NIMU BE . IMEEIM ° ° _ TIME ON ' COMES MU BE S 1HN]I SMX.L S SLID wn .M•'6EATE MD 1MS 1 RMU EASED TO SECTION A - A MSNN PoLCY µD rME APPLCKLE REW NAMERM W iH N1p1 NOIp [ESEX MµMk IHLMRiL S1Gg9+0 MINT arrMwE NSM R Y. "EoUEumrs. 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 "" E °"K E ' ROWLIH MY REPINE A SAFE DRINKING WATER ACT). NNI. YAS PN£YFMr 2. INLET RE MXML Eq1 AT TIME USE CP nE TRAVEL LANE M4RS3(T "° slM1 BE ftI3D M A MI➢E PMELLL n ME 9XGLLE9 SGE 9 1 ML <E D�R.E,GWML 1' L M}IMk Wx,PF1G M 0.M1RN (F WlT[R ia %wvq PO3mVE pRINKF K"09MIwacTf ° 9.1®ME s. qS p �FN NNATaEV W To III LO"PDSCAM 90TA9 ToT� NW-8 ° °P A LOWAB E 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' e L S COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION MA TYREE 21B DEBATE 6�L' W. REMMCC +. SI 9NELEV LSE NELOWXM. E M E T° BE MNR9 EXAE PAVERIi .YEA S-O 512E . wm GRE ffEM L°" TO G6,. Y 1 CLASS: ro "'IN. CANCE, CHANCE VOLUND E L M -+S `U SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. '. "VENT °E Aa D ° . P ro STRUCTURE. "o '-°• SO ` MY9R [LEVAIwN OF RECOVER pRMINE DTM W 911NCRRE. L PLACEMENT N AT S. WLLr Llrn. I PAW�uErs� TOR °unsr wE ASL ro NEED, A 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE BRIDGE APPROACH SO EAcoEME<� ORM, OU,UU SECTION C-C anAF REErO M YGE Y WMEmEe AREA DR N l SMACTRE. TOE. k1JESS ION MINE TALL E "LT COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. A JUAMLE TO STREET CINHCnpxs SRESEnCAMB STANDARD COMBINATION UNDERDRARM H° "° XVOQF 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 HLEx E METHOD OF TREATMENT ROAD AND MIWE S wMOM Tn-B2 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) . CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) R Mll AW ]O1 NNINA LLPMTIENT G TNMBOIRAnM ile.G! vMIiAA GPRNnAEHT OF iRMISP]RTAnW D]AE 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. (2) WSTR 1/16 S 5/8 X 1 In r RUBBER PARN MESIM5 / T P. s B-11X 1 SS A IX / rd n 61 MR ER SBO MSHx 6 a tap CO a [Si S/ P.RTF mpB, ],B 2) NET OD3°910� „ ZII xYLK (Sa , HIS UM S/e-,1 u �PAmf '0991 x B IBMR LEM WO NONE) PART cO1BMB5 LOCK LUG ASSEMBLY V / T` W J J V) Q O 00 CV L W a L=f1 JOB NO. 182157 SCALE N/A SHEETING. 11 i ---- I--- - D. SMITH ___I�. se] 7S1 PLAT i ----- f 5 ecaoao 71 oyE aow STEPS -r afe _ ----- , aIe P - Structure Area (Acres) Cw to (Min.) 2 0.18 0.75 6.0 2B 0.17 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 6B 0.74 0.50 10.0 8 0.17 0.65 6.0 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 10B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 0.14 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.14 0.80 6.0 42 0.15 0.80 6.0 44 0.24 0.65 8.0 46 0.06 0.75 6.0 48 0.15 0.65 7.0 50 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.0 56 0.13 0.65 6.0 56B 0.18 0.65 6.0 58 0.11 0.75 6.0 58B 2.46 0.35 14.0 60 0.10 0.75 6.0 62 0.13 0.75 6.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 72 0.00 0.90 5.0 74 0.00 0.90 5.0 76 0.10 0.75 6.0 78 0.00 0.90 5.0 80 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 90 0.20 0.65 6.0 92 0.11 0.65 6.0 94 0.12 0.65 6.0 96 0.95 0.50 8.0 102 0.42 0.65 6.0 106 1.00 0.90 5.0 112 3.52 0.40 14.0 114 1.06 0.50 11.0 YDI 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8B 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YD11 0.00 0.90 5.0 YDIIA 0.04 0.50 6.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.09 0.40 6.0 YD13E 0.08 0.40 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD131 0.09 0.35 6.0 _ YD13K 0.12 0.45 6.0 YD13L 0.08 0.60 6.0 YD13M 0.04 0.60 6.0 YD13N 0.01 0.30 5.0 YD130 0.08 0.35 6.0 YD13P 0.30 0.30 6.0 YD14 0.09 0.30 6.0 YD15 0.10 0.35 6.0 - YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16A 0.22 0.40 6.0 YD16C 1.28 035 12.0 YD16D 0.21 035 12.0 _ YD16DI 1.25 0.35 12.0 YD16E 0.64 0.35 12.0 YD16F 0.15 0.50 8.0 ROOF1 0.05 0.90 5.0 ROOF2 0.05 0.90 5.0 -_ ROOF3 0.04 0.90 5.0 ROOF4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF? 0.04 0.90 5.0 ROOFS 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF16 0.07 0.90 5.0 ROOF18 0.09 0.90 5.0 - _i r :I \ TMP50-34A _ i ITH TEMPLE CHURCH; L C r ' 1 I IGHT,ftOGERrS WR ,HOWAR oG ' r r CA0. TRU TEE _ ENCH-S I55 RVEV CONTROL,', 1 D. 189 PG266 05E31PNEL ANFLASHER -- ' 1 _ �I \' TMP 9033A naeu]6sn _ -- - vgnoN 849-w 1\ i FAITH TEMPLE HOVDHDRCHJAN UAL __ a _� oMN . ............... ..•..uo.•»»u»• MATCHLINE - SEE S DANIELS. HOWUSTEES RE UAL • ' H ET g TRUSTEES X �rr1�AIL6ox \ DR. 2]se. PG.]48 pM1°ne !• o •yy•• , I' , I - --- , ' I I •ems , I, , _ ---- _ \ ` slsa� 2'w It -' "" \ _ _0 , • 1 933 � Wej , r ,' ,_ _tea' r, �.�� ••••••• ♦ ♦ _ s YD8B • � • • --------------- A- ------------ __ / ore 4p _ - -- -- - - --- - _ TMP 90.33 __ -"' -� ,'- y ♦ '•• ..I� • 6 699 = _ - "/, - JEANNETTE O. SMITH"" ' • : d YD8 • _ - _ ------------ 6 I I _ _ __----------------- ___A io locahorr- •? ♦ -___� • _ I• ,'/-S'tetegrra9k�Camp°"y •i - "i"/ ••••♦ • � 6: e � _ 7 • • • ROOFS - _•' • ,• •• ,. � `, 11 i i i i `. : ` ARD �\- i _ esAlr-e1.a..a v ••• ••y <., • _ - - __� z • ,r�_r - }♦_ • TMP 90-35A1 I �, END tr -_ --�/ i ✓ ♦ -�i°' YDD ` • .a.' .d. ,• • ,I a RIVE w.);9 ,.;/- '/ - •♦ 1 ✓ ± a 7 1 • 48 y. y •».a-. 1� ANG HOLDINGS�ILLC • , , I ' ;; '---_- __,--,-- /- j % y,.•• • ♦ _ __ - I - ___� ••} i•''•'a - s�'I •� ,,,, , D.S.I1026P.714 `, • I , :`,, ._: <_' /. /.. / •a\ ,• • ____� ' _ • . f - _..«. _ •i ",` \\ D.G. ss P.23a P1 r . 4 _-'� .'. I .. _. \lo .�- '' ••• � �.' ' a ••.;' ".» ._vd .ROOF] �\• i'` ____=-,1 i J\\,`, i � ,� ,r ,z ' • I �t r 1c _---_____ _ - •• ` '' ,,. s muwwiuuvwf""".uv. ••` _. `.• ! -. ;,• .- • ! _-_^ - ,•♦.. �,, // ! I' r. _ I I yJ ,\�`,n lnlllrl','`, `' i � _ �_� _ _____.____ -- _-�.. 'ii#n . .al.• -.;e -' II I. `...� \ - - _ � I ♦ I. I •I. ll,l;0111111'.II ,11I, , _ _ _ ------ IT _ • __ _ ___ v / - ..... e / • • ✓ • i / ♦.._ ---fir -._ �� 9 6 °II -- \ �� `,', \p:i:�P:. : : __ __- • _ _ - IF '_"_ _.- •as/ • � �z -, •.� `. r •• YD1jN - ; ♦y .p :. v_ • r, .-. - i ; _ __- -__--- -------- • .u. » t 6 �p ' i y�i ,::} • : - • YDzq ROOF16 - .- - - - -' - 6°>___• ;:. ♦ ♦♦ . • • - _ ( ♦ _- '�, : I � y ', ... - :.: � _- _ - - I. VD33K YDi L I ,a - -i- -_.. .';,.i I I p �.. . �- .. : • . -_ ' • � ,. • i 1 •• •i boa _ • • - - _. - - - ss T"• ,i ,,, ._ - ` �•/ i _- i • . \♦YD1jP •♦• _-_ " _ a; - s6 = - -- _ '"s; I I I I' • : : -y9 - •.' _'___ • I •° • _,'___ s56` `' • - YD23G - YD13H I. '� '� _-___ - Ii � ♦ • _.a_ - 3 T� -_-__- Ir- 16,E I:•I, `, ..- _ 1 -" ,- ♦ • • ._ 'yam_ _ • e�9°_ YD3. C 59� '„ ' \ :' ' �• --.� fya _-____-_"_- : __ ± I •' ,:.�, -'� � --_ - `- YD1j0 •� .- " 3 -__ ♦ .. ... .... i .I., ♦; I I �' b� II -., '. '� `...- . � • • : ����'- � - � � -/ ♦♦ - �• '�-- �. e° .' r YD1jB •• •• • . ... ROOF2• •, •• r f"I i •. , I --I -L.. --..,` _ ��_: c �-r; YDS i!, �YN :: ' � �. In ' sa� �i•-- • 6 __ ♦ 6° : i ,. " I • ' l • � / __ -"__� _ � • •` • ,.y 'A�- : I I _ 166 - _ sw', 7� L - ROOFg. IT • __ ! ___ .-. ,_ i � ,,., �: ! _. ♦ ♦ __ y4 : ♦ �''.li ROOFIG i - Y OY OLy,�, ff��N-�...•,r•• •.' -_ _ _ � ♦♦ - _ __'i 2� i 68 I • (4 �' �• i Is-__- ♦ '' ,,_-` ; - •e :• I _ ♦• %`, ♦.�.- .i �yN,.a. - I __.- �4 ♦f 16 • D p,''_ _� • \: •• _ ' I YD1zB O -- ---- , , 94 \\� .•' S -` - --. - - '. , rl`, :' 4 I. • I I,' -I 00 l - ` _ _ ♦ ♦ •j� m� ------ ROOFi - s]a y ....... ....... I `- Y` p --i. �.,_--_-_---r----_. �.-_-------- -------------------'_- ___ -i- i v-__-_•:. • ♦ ♦ i ,:__no , ---- --__ 6s-_ _ / - s4-_---• .ROOFS T --- _-_----- --- ----__ ♦ ♦ t •.• s� • YDl A VDiSC i - - In TMP 90-35 % YD36F i'-. - _ 2 " r. ♦• • • e .: ss -. q 'fl sEo I, I o ii2 • • ♦ ♦ _ Ir p \.. ♦ ♦. • YD(' ... ♦. _ D4NE E. 65 ROWENA M. SNOW 1 ♦♦ ♦♦ •• ♦ __ • 4 ,-..-.. __ 9 ._ . .• a .... •. 558=..., •. - e• - D.G. ]oz P. ]sz ♦ - : TMP 90-27B • �- •.• - • .•... •.. 1D • • o.e.es]P. z3a PLAT. ; ♦ ♦ � I I _- i-_ ♦ I I t I ; ♦ STEVEN W. AND BETTY C. JOHN50N ♦ ♦ D.G. ID26P. ns e ♦ 1 • _ 'S 0 --- i i Da. sza P.618 PUT � ,� __-.._ ♦� I : `. _ '� B8 5s: ♦. YD15 •p• '-" `a .__. _-•.-: lOB i ' • i I _-'" ♦ • �: :♦ it , � � ll a p.2+- _'IrSEZ , _ • � �a c •�•• �__.. _ Il *- 1 1 Yp..•• ;• • ♦♦♦ ♦a YD1GE �, ... 84 • • i_ I_ i : � �• �7 l i • • • •' •• � I 7 ROOFi2 1 I .. YDioA L � ',� s'�E--- ' ROO F7 - : TONA Sv U.I ♦ I , I .. , / ♦ RB.471f.402 LLC F 7 • . a -_ "- j- ♦ ♦♦ .♦♦ I _ _ __ . I • � : ♦ 11 •� I - ♦ • 0.0. a4]3 A43 PLAT y,u , � ♦♦ ♦ ♦ . ♦ I _ 1 • • • � I � I 0.e l40 Pa98 PLAT _ • � � � ' I • _ • e : i ••,'IF ff g _ / 61 • •♦ % • l t1 i ..m l • • ss° IL p a ! ' ri• Irk it : I • : u ' I I • • fh •y I � � 1 � � T ♦ay. 1- , : ♦ I ♦ YD3o � ♦ 27 '. •• ♦ � a 6 --- I I'��#'• @-. ss - __ ♦ • _- A•y i �YDz •i ia!� / ♦ ___ --_i• ROOE6 5$ --� : I - B _ ♦ • s".° __` YD33P, -- _---------- C- -- _BERWY LANE -__ • _ 'LIFEE T E I • l _._ -- rT `«_. ... -_ •- . a-,,♦ B. e MINNt L. ST i • TMP 90.27 , T" ... m P. 453' � I I. i LOT1A �, �l 76 --`"�r"__ _ w,_ -- _ _ ��r ___ - _ � _6 � i' _ _ LL 'R�GERSCNICHEDANR I ,•- , ... SUS.�B P. 2 • I 64 LP. I T - + I j• D.B. 530 P. 61aPLAT NII 1 __ Sp _ y♦ a�� I :- _ i ♦ ', D.B. 530 P..164 PLAT "" ♦. , . I � C� i i j , ♦ ♦• - yi .. :-__ Ir. •I �^I�a _ �` 1 I I ♦ ♦ '-. I D16C _, �___' �___' �. --J ,i __� ' - ___ ___ I ___' ' - I I ' I __ I _' __ J ` \ • CF i. ♦� t „� : \A`. : , 1 L • _ - r ROOF18 .:.. -. .. s4a. -I- ,. - ROOFi. � .•' � '�_ � '' I - • 11 .__ -,V..� -- • 'N „• o - •i ••• M -. 0. • 's :i O ♦� • CHARLOTTESVV EGI ORP L s" :i - v ���.. •• • m -KV sae • y �. YD1 2 z6 ... •a '__ -••I ROUSESRBENCH RINEµ ` ,. • _ • ', .. '°mm T� TATION 105 , �It ��_. ♦ •yy JoL.r{..........••••••,• -„__ YD16A � 1 � ;;0 • �� -,_e. ov1 i ^�EH882334.683 •• -_ 93.340 __-__ s ���_ z ♦ „ , .. 1/. --_-- - - --♦ BLEVATI 27.R 77 z�55 S e W _ _ - ? 1os - - - --- - -� ,. 6 0') COTTSVILtE-RO t S.MPH _.�• -__-_ r, _ ___ -- 1 - ,.. MAILBX` z o SIGo ___-_-__-.-.- - ..•......... ..............................................................»»•fit.• f ........................• sza� Y};�--_ A - MAILBOX -- _Lro,,ry -m � 09` NIAIi.BGn _ - - - - -. - - - iafl„ ••0 - w- ° GN_,_- MAILBOX D _ _ _i. SI - _ _ /... i r- ___-_ _- MAILBOX-n - e m ar-'-s° =---------_ UIIT"N-- m- _ ,--MaAltaoX --- - _- --- s --- TM w-z10 _.� -- - -- - _____- -_- - _ o _-- ___--_-_-__--_-__-__-__- - ----a-- �_----..-_ - '' 1t1 -__ n.a•r +ratio...... _---i--- ___. --r ,E dJLEE �2 � y - - --- - -- T- a' ! -I / �__ VOhI Apro8im0fe ---ram. 'r--- ___ _ - -__. - __-__.._ ..i.,,- j s I -- MON. VD Public Serv:u I -.n :. Snrnx. 10' VEPCO Esm t. VOW.' - D DRgH6 "aE r rM so-z1B .I _ - _-_-_ -_ _ \ --SCALE �e�7� LI- _ Ii.B.288 P.80 11__� � � fC <7�ti 1�Ll- - __•_ ____ H� _ _�i, Loi siF - I - JOU�Ia.,'s I L 0.8.221 P.30' \ FRI 2 P.116 YON. I � � _ D. a]e] P. a3z _ _ i - - _ D.. LqT / r S G N B. HENR m I P. GgTTEN. JR. j - i I O,B 2616 P. 28] 1 y - M P.33 / \ oORGTHY B. HDNi fi01 p 30 Fy9 p 120 cEa3 _ 240 __ m d'I D.B 338 P. 33. 3] fAT WIL RR.AND p.B.y350 P. 228, 22]%AT TMP 80.21H EV .SHIFFLETT II. DDROTHY B. HDNT .8. 3289 P. 68J1 PIAT �p `I __ O:B1 P. 718, RO T � I 081717 P: 3WO P.AT \ \ DO.1]1]P. 31 ` D.B. 1350 P$26.?2TPLAT _ a.1717 P. 311B :2]PLAT - -_ b- DI , '- --- ---- - - ,_--- - - - inch 6T ) - -- I IN FEF --- I - j � °o r1. YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATIO]EA�ON STR. NO. DIA. (in) LENGTH' (ft) SLOPE (%) INERT IN INVERT OUT MATERIAL INLETTYPE VDI 12' Vard Inlet 8 23.00 4.35% 530.00 52900 HOPE YD2 16' YaN Inlet 8 23.75 3.1- 635.00 534,25 HOPE VD3 tT'YaN Inlet 8 15.25 t64% 54---- ----- HOPE YD4 30" YaN Inlet -Dome Top 555.67 15 41.00 2.85% 550.17 549.00 HDPE YD4A 3T Yard Inlet Dome Top 555.75 12 4.00. 8.25% 550.50 550.17 HOPE YD5 12 Cleanoul 677.25 8 20.50 3.66% 5]4.25 573,50 HDPE YD6 15" Yard Inlet 591.83 8 31.25 3.20% 586.67 585.67 HOPE Y07C 12' Yard Inlet 619.M 8 42.75 1.75% 615.00 614.25 HOPE YD713 17 Yard Inlet 617.50 8 23.50 1,06% 614.25 614.00 HOPE VD7A 12" Cleanout 618.00 8 73.75 9.49% 614.00 BO7.00 HOPE YD7 12" CleenDut 611.00 8 22.75 14,29% 607.00 603.75 HDPE 907E 12' YaN Inlet 629.83 8 41.75 13,96% 625.83 620.00 HDPE VD7D tT VaN Inlet 625.00 8 27.75 18.02% 820.00 815.00. HOPE V08C 1T Yard Inlet KO.83 6 38.75 I ..'IB% I679.t7 616.00 HDPE YD88 17 Yard Inlet 618.83 8 60.75 0.82% fi16D0 615:50 HDPE VDBA 12" Cleanout 620.00 8 26.25 2.55% 615.50 614.83 HDPE YDB 12' VaN Inlet 618.50 8 73.50 14,73% 614.83 604.00 HOPE VD9 17 Yard Wet 607.50 8 32.50 0.77% 804.25 604.00 HDPE YD10A 12" YaRl Inlet 549.50 8 92.50 3.78% 545,50 542,00 HDPE YD10 12' Yard Inlet 546.00 8 43.50 1.72% 642.00 541.25 HDPE YD11A 12' YanJ Inlet 538.00 8 79.75 D.86% 534.50 534.33 HOPE YD11 12" Cleemout 539.00 8 7.50 6.67% 534.33 &M..83 HDPE YD12A t2' Vard Inlet 568.67 8 75.75 1.06% 585.50 565.33 HOPE YD12 12" Cleanout 567.50 8 94.00 1.41% 565,33 564.00 HDPE Y'D12S 1T YaRI Inlet 570.33. B 20:50 4.88% 5s6133 565.33 HOPE YD131 t2'vaN1 Inlet 597.00 8 47.50 13.88% 59250 588.83 HDPE YD13H 12' Yard Inlet 589.50 8 30.25 0.53% 586.83 586.67 HDPE YD13G 12' Y.d Inlet 590.33 8 4B.00 V% 586.67 586.33 HOPE VD73F 12" Cleanoul 593.50 8 27.50 0.58% 586.33 586.17 HDPE YD13E 12' Vard Inlet 592.00 8 22.00 097% 588.17 588.00 HDPE VO13O 12" Cleanout 595.00 8 69.00 2.54% 586.00 584:25 HDPE YD13C 12' Yard Inlet 589.00 8 30.50 18.03% 594.25 578.75 HOPE YD138 12'VaN Inlet 586,00 6 35.50 16,20% 58.75 573.00 HDPE YD13A 1T Yard Inlet 576.00 12 50.75 0.49% 5'3.00 57275 HOPE YD13 12" CIwnW 577.26 12 36.00 0.69% 5'2.75 572.50 HDPE YD13M 1T vaN Inlet 603.00 8 46.50 0.54% 600.00 599.75 HOPE YD13L 12- Vald Inlet 607.00 8 90.75 0.55% 599.75 599.25 HOPE YD13K 17'Yard Inlet 607.75 8 14.50 15.52% 598.25 587.00 HDPE YD13J 12 Clwnout 601.00 8 35.50 18.31% 592.00 5135.50 HOPE YD13N 17 Yald Inlet 623.00. 8 60.00 19,17% 616.00 604.50 HDPE YD13P 151 Yard Inlet - Dome Top 604.92 8 111.00 12.91% 6W.33 586.00 HDPE YD130 12" Yard Inlet 56975 8 35.00 19.29% 580.OD 573.25 HOPE YD14 1T Yard Inlet 608,00 8 605.25 0.03% 605.50 605.33 HDPE YD15B tT YaN Inlet 571.00 8 35.25 12.26% 588.33 582.00 HOPE Y015A 1T VaN Inlet 5fifi.00 8 67.50 1.97% 558.33 557.00 HDPE YDtS 1T Yard Inlet 561.00 8 15.25 3.28% 557:00 556.50 HDPE YD15D 1T Yard Inlet. 561.92 8 7725 0.59% 559.25 558.83 HDPE VD15C 1T YaN Inlet Sfi6:00 8 6975 0.72% 558.63 558.33 HDPE YD15E 1T VeN Inlet 580:00 8 36:25 0.69% SSZ25 557:00 HOPE V016A 30" Yald Inlet - Dome Top 547.33 12 19.23 3.12% ...... 54275 HOPE YD16 24' Owrolrt 550.25 12 8.75 5.71% 534.50 534.00 HDPE Y016C SIT YaRI Inlet 551 12 44.00 3.41% 550,50 549,00 HOPE YD168 12" Cleanoul 554.25 12 81.00 3.70% 549.00 546.00 HDPE VD16D1 3U' Yard Inlet 557.00 8 U.33 3.41% 553.00 551:83 HOPE YD16D 30' Y8N Inlet 555.83 8 1 21.83 8.38% 551.B3 550,00 HOPE YD16F 30' VeN Inlet 563.67 8 39.50 8.66% 569.67 556125 HDPE VD16E 39' Yard Inlet 560.00 8 74.67 1.67% 556.25 555.OD HOPE ROOFI2A 12' Cleanoul 559.75 8 5.01) 1.60% 555,00 554.92 HDPE ROOF12 12" Cleanool 559.42 8 20.75 4.43% IMM92 554.00 HDPE Lic. No. 0357911� 09/25/20 * ,1SIONAL E�Gl Z O H J UU C J L a ; OD . 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50%° cogged 0.32 2.70 0.12 0.30 4.00 0.144 0.32 WEIR FLOW YD2 I5"Nybphst Yazd Inlet -50%cogged 0.32 2.70 0.12 0.30 6.50 0.234 1.13 WEIR FLOW YD3 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WIIRFLOW YD3 12"Nybphst Yazd Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD3 ]2"Nvbphst Yazd Inlet -50°/a cogged 021 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD3 12"Nybphst Yard Inlet -50%cogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLOW YD4 30"Nybphst Yazd Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.23 WEIR FLOW YD4 30"Nybphst Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4 30"Nybphst Yard Inlet -50%cbpged 1.43 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4 30" Nybphst Yard In STRUCTURE DRANAGE D (M) FLOW TYPE. INLEP TYPE AREA (PT2) PERIMETER (PT) A (ACRES) C I (M/EIR) Q (CPffl YD13C 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.40 4:00 0.144 0.58 WEIR FLOW YD13C 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.40 6.50 0.234 0.80 WEIR FLOW YD13C 12"Nybphst Yard Inlet-50°/d cogged 0.21 2.25 0.09 0.40 4:00 0.144 0.92 WEIR FLOW YD13C 12"NybphstYard Inlet-50°/a cogged 0.2I 2.25 0.09 0.40 6.50 0.234 1.28 WEIR FLOW YD13E l2"Nybphst Yard Inlet 0.42 4:49 0.08 0.40 4.00 0.128 0.54 WEIR FLOW YD13E 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.40 6:50 0.208 0.74 WEIR FLOW YD13E 12"Nybphst Yard Inlet-50°/acbgged 0.21 2.25 0.08 0.40 4.00 0.128 0.85 WEIR FLOW YD13E 12"NybphstYard Inlet-50%cogged 0.21 2.?5 0.08 0.40 6.50 0.208 L18 WIIRFLOW YD13G 12"Nybphst Yard Inlet 0.42 4.49 0.06 0.50 4.00 0.120 0.52 WEIR FLOW YDI3G 12"Nybphst Yard Inlet 0.42 4.49 0.06 0.50 6.50 0.195 0.71 WEIR FLOW YDI3G 12"Nybphst Yard Inlet-50%cogged 0.2] 2.25 0.06 0.50 4.00 0.120 0.82 WEIRFLOW YD13G 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.06 0.50 6.50 0.195 1.13 WEIR FLOW YD13H 12"Nybphst Yard Inlet 0.42 4.49 0.11 0.40 4.00 0.176 0.67 WEIR FLOW YD13H 12"Nybphst Yard Inlet 0.42 4.49 0.11 0.40 6:50 0.286 0.92 WEIR FLOW YD13H 12"Nybphst Yard Inlet-50°/a cogged 0.21 2.25 O.l] 0.40 4.00 0.176 1.06 WEIRFLOW YD13H 12"Nybphst Yard Inlet-50%cb clogged 0.21 2.25 O.II 0.40 6.50 0.286 1.46 WEIR FLOW YD131 12"NybphstYard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIR FLOW YD131 12"NybphstYard Inlet 0.42 4.49 0.09 0.35 b.50 0.205 0.74 WEIR FLOW YD131 12"NybphstYard Inlet-50%cbgt�ed 0.21 2.25 0.09 0.35 4.00 0.126 0.85 WEIR FLOW YD131 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.09 0.35 6.50 0.205 l.l' WEIR FLOW YD13K 12"Nybphst Yard Inlet 0.42 4.49 0.t2 0.45 4:fl0 0.215 0.76 WEIR FLOW YD13K 12"Nybphst Yard Inlet 0.42 4.49 0.12 0.45 6:50 0.351 1.05 WEIR FLOW YD13K 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.12 0.45 4.00 0.216 1.21 WEIR FLOW YD13K 12"Nybphst Yard Inlet-50%cogged 0.2I 2.25 0.12 0.45 6.50 0.35] 1:67 WEIR FLOW YD13L l2"Nybphst Yard Inlet 0:42 4:49 0.08 0.60 4.00 0.192 0.7t WEIR FLOW YD13L 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.60 6.50 0.312 0.98 WEIR FLOW YD13L 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.08 0.60 4.00 0.192 1.12 WEIR FLOW YD13L 12"Nyloplast Yard Inlet-50%cogged 0.21 2.25 0.08 O.fiO 6.50 0.312 L55 WIIRFLOW YD13M 12"Nybphst Yard Inlet 0.4? 4.49 0.04 0.50 4:00 0.09fi 0.44 WEIR FLOW YD13M 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.60 6:50 0.156 0.61 WEIR FLOW YD13M 12"Nyophst Yard Wet-50%cogged 0.21 2.25 0.04 0.60 4.00 0.09fi 0.71 WEIR FLOW YD13M 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.04 0.60 6.50 0.156 0.98 WEIR FLOW YD13N 12"Nybphst Yard Inlet 0.42 4.49 0.01 0.30 4.00 0.012 0.11 WEIR FLOW YDI3N 12"Nybphst Yard Inlet 0.42 4.49 0.01 0.30 6:50 0.020 0.1.5 WEIR FLOW YDI3N 12"Nyloplast Yard Inlet-50%cogged 0.21 2.25 0.01 0.30 4.00 0.012 0.18 WEIR FLOW YDt3N 12"Nybphst Yard inlet-50%cogged 0.21 2.25 0.01 0.30 6.50 0.020 0.24 WEIR FLOW YDt30 12"Nybphst Yard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YDI30 12"NybphstYard Inlet 0.42 4.49 0.08 0.35 6.50 0.182 0.68 WEIR FLOW YDI30 12"Nybphst Yard Inlet-50%cogged 0.2] 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLOW YDI30 12"Nylophs[Yard Inlet-50%a cogged 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEIR FLOW YD13P 15"Nybphst Yard Inlet 0.54 5.40 0.30 0.30 4:00 0.360 0.95 WEIR FLOW YD13P 15"Nybphst Yard Inlet 0.64 5.40 0.30 0.30 6:50 0.585 131 WEIR FLOW YD13P IS"Nybphst Yard Inlet-50%cogged 0.32 2.70 0.30 0.30 4.00 0.360 1.51 WEIR FLOW YD13P 15"Nybphst Yard Inlet-50°/a cogged 0.32 2.70 0.30 0.30 6.50 0.585 2.08 WEIR FLOW YD14 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.30 4.00 0.108 0.48 WEIR FLOW YD14 12"N}bplast Yard Inlet 0.42 4.49 0.09 0.30 6.50 0.176 0.6ti WEIR FLOW YD14 12"Nybphst Yard Inlet-50%ebgged 0.2I 2.25 0.09 0.30 4.00 0.108 0.76 WEIR FLOW YD14 12"Nybphst Yard inlet-50%cogged 0.2I 2.25 0.09 0.30 6.50 0.176 1.05 WEIR FLOW YDIS 1?"NybphstYard Inlet 0.42 4.49 0.10 0.35 4:00 0.140 0.5^ WEIR FLOW YD15 12"Nb hst Yard Inlet 3 p 0.42 4.49 O.10 0.35 6:50 0.228 0.79 WEIRFLOW YDIS 12"NybphstYard Inlet-50%cogged 0.21 2.25 0.10 0.35 4:00 0.140 0.91 WEIR FLOW YD15 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.I0 0.35 6.50 0.228 1.25 WEIR FLOW YD15A 12"Nybphst Yard Inlet 0.42 4.49 0.05 0.50 4.00 0.100 0.46 WEIR FLOW YD15A 12"Nybphst Yard Inlet 0.42 4.49 0.05 OSO 6.50 0.153 0.63 WEIR FLOW YD15A l2"Nybphst Yard Inlet-50%cogged 0.21 2.24 0.05 0.50 4:00 0.100 0.72 WEIR FLOW YD15A 0 12"N to hst Yard Inlet-50/acb clogged Y p YS 0.21 2.25 0.05 0.50 6.50 0.163 LOU WEIR FLOW YD15B 12"NybphstYard Inlet 0.42 4.49 0.06 0.30 4.00 0.072 0.3" WEIR FLOW YD15B 12"NybphstYard lnki 0.42 4.49 0.06 0.30 6.50 0.117 O.SI WEIR FLOW YD15B 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.06 0.30 4.00 0.072 0.58 WEIR FLOW YD15B 12"NybphstYard Inlet-50%d clogged 0.2] 2.25 0:06 0.30 b.50 0.117 0.811 WEIRFLOW YD15C 12"Nybphst Yard Inlet 0.42 4.49 0.09 0.50 4.00 0.180 0.6R WEIR FLOW YD15C 12"Nybphst Yard Inlet 0.4? 4.49 0:09 0.50 fi.50 0.293 0.93 WEIR FLOW YD15C 12"NybphstYard Inlet-50%cogged 0.21 2.25 0.09 0.50 4:00 0.180 1.07 WEIR FLOW YD15C 12"Nybphst Yard Inlet-50%cogged 0.21 2.25. 0.09 0.50 6.50 0.293 1.48 WEIR FLOW YDISD l2"N b hst Yard Inlet 3 P 0,42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YDISD 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YDISD 0 12"N b hst Yard Inlet-50 /P clogged Y P 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YDtSD 12"Nybphst Yard Inlet-50%cogged 0.2] 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLOW YD15E 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD15E 12"Nybphst Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD15E P 12"N b hs[Yazd Inlet-50/acb Y P clogged 0.21 2.?5 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD]SE 12"NybphstYard Inlet-50%cogged 0.21 2.25 0.04 0.50 6:50 0.130 0.86 WEIR FLOW YDI6A 30"Nybphst Yard Inlet 2.85 8.60 0.22 0.40 4.00 0.352 0.69 WEIR FLOW YD16A 30" N b last Yard Inlet } P 2.85 8.60 0.22 0.40 6.50 0.572 0 95 WEIR FLOW YDI6A 30"Nybphst Yard Inlet-50%cogged 1:43 4.30 0.22 0.40 4.00 0.352 1.09 WEIR FLOW YDI6A 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 0.22 0.40 6:50 0.572 LSU WEIR FLOW YD16C 30"Nybphst Yard Inlet 2:85 8.60 L28 0.35 4.00 1.792 2.03 WIIRFLOW YD16C 30"NybphstYard lnkk 2:85 8.fi0 1.28 0.35 6.50 ?.912 2.811 WEIR FLOW YD16C 30"Nybphst Yard Inlet-50%cbggad 1.43 4.30 L28 0.35 4.00 1.792 3.22 WEIR FLOW YD16C 30"NybphstYard Wet-50%cogged 1.43 4.30 L28 0.35 6.50 2.912 4.00 ORIFICE FLOW YD16D 30"Nybphst Yard Inlet 2.85 8.b0 0.2] 0.35 4.00 0.?94 0.61 WEIR FLOW YD16D 30"Nybphst Yard Inlet 2.85 Sb0 0.?1 0.35 6.50 0.478 0.84 WEIR FLOW YD16D 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 0.21 0.35 4.00 0.294 0.96 WEIRFLOW YDI6D 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 0.21 035 6.50 OA78 133 WEIR FLOW YD16Dl 30"NybphstYard hdet 2.85 8.60 L25 0.35 4.00 1.750 2.OU WEIRFLOW YD16D] 30"Nybphst Yard Inlet 2,85 8.60 L25 0.35 6.50 2.844 2.76 WEIR FLOW YD16D1 30"Nybphst Yard Inlet-50%cogged 1.43 4.30 L25 0.35 4.00 1.750 3.17 WEIR FLOW YDI6D1 30"Nybphst Yard Inlet -50%cogged 1.43 4.30 L25 0.35 6.50 2.844 4.00 ORIFICE FLOW YD16E 30"Nybphst Yard Inlet 2.85 8.60 0.64 0.35 4.00 0.896 1.28 WEIR FLOW YD16E 30"Nybphst Yard Inlet 2.85 8.60 0.64 0.35 6.50 1.456 1.77 WEIR FLOW YD16E 30"Nybphst Yard Inlet - 50% cogged 1.43 4.30 0.64 0.35 4.00 0.896 2.03 WEIR FLO W 30"Nyophs[Yard Inlet -50%cogged 1,43 4.30 ilb4 0.35 6:50 1.456 2.80 WEIR FLOW 30"Nybphst Yazd Inlet 2.85 8.60 O.IS 0.50 4.00 0.300 0.62 WEIR FLOW aYD6F 30"Nybphst Yard Cnlet2.858.60O.IS0.506:50 0.488 0.85 WEIRFLOW30"NybphstYard Inlet-50%cogged1:434.300.150.504.00 0.300 0.98 WEIR FLOW 30"Nybphst Yard Inlet -50%ebgged 1.43 4.30 0.15 0.50 6.50 0.488 IJ-5 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � o _ a � .� u N � c " i^ � d ti t� ti o o � 3 0 � � � n _ c S. �. � s 9 S � w �° 8 a i r ymy 9 Pi Li 3 w w � w° ii oa � a m N N � F Q �' T � � R �ii � a d �- 2� m E W � rA' � .� ui o' o u � 28 3B 8.0 0.17 0.75 O.t28 0.51 0.00 0.51 0.0200 0.0200 2.0 0.0833 4.1650 0.55 0.91 3.5192 0.1466 0.1534 5.44 1.10 1.00 0.51 0.00 4 3B 6.0 0.06 0]5 0.045 0.18 0.00 018 0.0500 0.020Q 2.0 0.0833 4.1650 2.59 0.99 3.5192 0.1666 0.1852 443 1.36 1.00 0.18 0.00 68 3B 70.0 0.74 0.50 0.370 1.48 0.00 1.48 0.0210 0.0200 2.0 0.0833 4.1650 8.72 0.76 3.5192 0.146fi 0.1314 9.48 1.48 1.W 1.48 0,00 8 3B 70.0 0.17 0.65 0.711 0.44 0.00 0.4d 0.0700 0.0200 2.0 0,0833 4.1850 J.41 0.98 3.5192 0.1466 0.1637 7.18 1.39 1.Q0 0,44 0.00 HB 3B 12.0 0.19 0.75 O.t43 0.57 0.00 0.57 0.0700 0.0200 2.0 00833 4.1650 3.75 0.96 3.5192 0.146fi 0.1608 8.07 1.49 1.00 0.57 0.00 10 3B 70.0 0.11 0.75 0.0H3 0.33 O.OQ 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.7fi 0.99 3.5192 0.1488 0.1852 7.42 1.35 1.00 0.33 0.00 108 3B 16.0 0.30 0.75 0.225 0.90 0.00 0.90 0.1200 0.0200 2.0 0.0833 4.1650 4.02 0.95 3.5792 0.1466 0.1593 11.58 1.38 1.00 0.90 0.00 12 36 8.0 0.05 0.90 0.045 0.18 O.OQ 0.18 0.1200 0.0200 2.0 0.0833 4:1650 2.20 1.00 3.5192 0.1468 0.1666 5.72 1.40 1.00 0.18 0.00 14 3B 10.0 0.22 0.75 0.765 0.66 0.00 O.fi6 0.0300 0.0200 Z.0 0.0H33 4.1650 4.64 0.90 3.5192 0.1488. 0.1520 8:89 1.45 1.00 0.86 0,00 168 3H 8.0 0.14 0.75 0.705 n42 0.00 0.42 0.0300 0.020Q 2.0 0.0833 4.1650 3.92 0.95 3.5192 0.1466 0.1593 5.54 1.44 1.00 0.42 0:00 18 3B 12.0 0.18 0.75 O.t35 0.54 0.00 0.54 0.1Z00 O.Q200 Z.Q 0.0833 4:1850 3.32 0.98 3.St82 0.1466 0.1637 9.16 1.31 1.00 0.54 0:00 20 3B 70.0 0.09 0.75 O.OfiB 027 0:00 0.27 0.1200 0.0200 2.0 0:0833 4.1650 258 0.99 3.5182 0.146fi 0.1652 6.62 1.47 1.W 0.27 0.00 Z2 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0.1200 0.020Q 2.0 0.0833 4.1650 2.33 1.00 3.5192 0.1468 0.1668 8.11 1.31 1.00 0.21 0.00 24 3B q.0 0.05 0.90 8045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 J.45 0.98 3.5192 0.146fi 0.1637 282 1.42 1.00 O.tB 0.00 28 3B 6.0 0.12 0]5 0.090 0.36 0.00 0.38 0.0109 0.0200 2.0 0.0833 4.1650 4.47 0.92 3.5192 0.1466 0.1549 3.9D 1.54 1.00 0.38 0.00 30 3B 72.0 0.16 O.fiS 0.104 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1650 3.01 0.99 3.5192 0.146fi 0.1fi52 8.18 1.47 1.00 0.42 0,00 30B 38 720 0.18 0.75 0.735 0.59 0.00 0.54 0.1200 O.OZ00 2.0 0.0833 4.1650 3.32 0.98 3.5192 0.148fi 0.1837 9.18 1.31 1.00 0.54 0.00 32. 3B 10.0 0.14 0.65 0.09t 0.36 0.00 0.36 0.0820 0.0200 2.0 0.0833 4.1650 3.08 0:99 3.5192 0.1468 0.1652 6.90 1.45 1.00 0.36 0.00 32H 3B 70.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0833 4.1650 3. t 4 0.98 3.5192 0.1466 0.1637 7.79 1.28 1.00 0:48 0.00 38 3B 8.0 0.10 0.75 0.075 0.30 0.00 0.3D 0.04t1 0.0200 2.0 0.0833 4.1650 3.2fi 0.98 3.5192 0.1468 0.1637 S.ZO 1.54 1.00 0.30 0,00 38 36 8.0 0.09 0.75 0.0H8 0.27 0.00 0.27 0.0282 0.0200 2.0 0.0833 4.1650 3.38 0.96 3.5192 0.1466 0.1637 4:44 1.35 1.00 0.27 0:00 40 3B 8.0 0.14 0.80 0.712 0.45 0.00 0.45 0.0222 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1488. 0.1584 5.26 1.52 1.00 0.45 0.00 42 3B 8.0 0.15 0.80 O.t20 0.48 0.00 0.48 0.0184 0.0200 2.0 0.0833 4.1650 0.52 0.91 3.5192 0.14fi6 0.1534 5.17 1.55 1.00 0.48 0.00 48 3B 4.0 0.08 0.75 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 O.D833 4.1850 3.45 0.98 35182 0.1466 0.1637 2.82 1.42 1.00 D.76 0:00 48 3B 8.0 0.15 0.65 0.098 0.39 0.00 0.39 0.0109 0.0200 2.0 0.0833 4.1650 4.81 0:90 3.5192 0.1466 0.1520 4.08 1.47 1.00 0.39 0.00 50 3B 8.0 0.18 0.75 0.735 0.54 0.00 0.54 0.0300 O,Q200 2.0 0.0633 4.1650 4.31 0.93 3.5192 0.1488 0.1584 822 L29 1.00 0.54 0.00 52 3B 12.0 0.24 0.75 O.t80 0.72 e00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.56 0.93 3.5192 0.1468 0.1564 8.19 1.47 1.00 032 0.00 54 36 78.0 0.53 0.65 0.338 1.35 0.00 1.35 0.0500 0.0200 2.0 0.0833 4.1650 5.52 0.85 3.5192 0.1466 0.1446 11.18 1.43 1.00 1.35 0.00 58 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.1468 0.1837 5.64 1.42 1.00 0.33 0,00 60 38 70.0 0.10 0.75 0.075 0.30 0.00 0.30 0.1200 0.0200 2:0 d0833 4.1650 2.88 0.99 35192 0.1466 0.1652 7.13 140 1.00 0.30 0.00 82 3B ib.0 0.13 0.75 0.098 0.39 0.00 D.39 0.1200 0.0200 2.Q 0.0833 4.1850 2.96 0.99 3.5192 0.146fi 0.1652 7.96 1.28 1.00 0.39 0.00 66 3B 70.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.78 0.99 3.5192 0.146fi 0.1652 7.42 1.35 1.00 0.33 0.00 68 3B 4.p 0.02 0.90 O.D18 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 1.00 3.5192 0.1466 0.1668 2.57 1.56 1.00 0.07 0,00 80 3B 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 3.99 0.95 3.5192 0.146fi 0.1593 4.60 1.31 1.W 0.36 0:00 8Z 3B 6.0 0.14 0.65 0.091 0.38 0.00 0.38 0.0200 O.Q200 2.Q 0.0833 4.1850 4.Ot 095 3.5192 0.1488. 0.1593 4.82 1.30 1.OD 0.38 0.00 84 3B 8.0 0.14 O.fi5 0.091 0.36 0.00 0.36 O.OSBfi 0.0200 2.0 0.0833 4.ifi50 3.27 0.98 3.5192 0.1468 0.1837 6.30 1.27 1.00 0.36 0.00 90 38 72.0 0.20 0.65 0.130 0.52 D.00 0.52 0.0991 0.0200 2.p 0.0833 4.1650 3.39 0.98 35192 0.1466. 0.1637 8.63 1.41 1.00 0.52 0.00 92 3B 70.0 0.11 0.65 D.072 0.29 0.00 0.29 0.0991 0.0200 2.0 0.0833 4.1650 271 0:99 3.5192 0.1466 0.1652 8.80 1.52 1.00 0.29 0.00 94 3B 8.0 0.12 O.fi5 0.078 0.31 0.00 0.31 0.0643 0.p200 2.0 0.0833 4.1650 3.04 0.99 3.5192 0.1466 0.1652 6.01 1.33 1.00 0.31 0.00 102 3B 12.0 0.42 O.fiS 0.273 1.09 0:00 1.09 O.OZ75 0.0200 2.0 0,0833 4.1650 5.97 0:H3 3.5192 0.1468 0.1417 8.03 1.49 1.00 1.09 0.00 TH 0�D �t SCOTT R, LINS' U Lic. No. 035791 ° 09/25/20 �oSS'/ONAL E�Gl Z Z l~L w w u) E � W Z Y }O }O F in I- h- Z 0 rA In Z V, O O ce Z ZZO Q O g W O cc � W W d O N W (n Q Q ,~-, W O -i s s to O Z .Q a a Q d O to Z O O Z '' w w ti w / > In In LU Z W IL ' - = W W W F O w N 1n Z Z W 0 K (n In j w w w � K Y -for Inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr W m N N N N � � � � � p � � � � � ti M 0 O O O O O O co co N ��yy z LL N 1 GI W N J r/ LL N w W (•� V / w z J J Q O , > z F- W 1-4 Q LL J 0 H D ( ) o ' �/ W J Q Q TT - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr 1 W U J Y J < Uj H� J a W - J � 1- 4 0 W = Z z_ w ^ a V / PQ V O0 N LU W W a to JOB NO. 182157 `gutter longitudinal slope of 0.001 should be used in a sump condition ' gutter longitudinal slope of 0.001 should be used in a sump condition SCALE - grate inlets (DI-7) In open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth -for inlets draining to stornwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities -for inlets draining to stornwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities N.A. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include ovedand flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. SHEETNO. 0 14 STRUCTURE lLU e Inl. 0 et -50%cogged 0.21 111111111111111 0) YDBC 12"Nybphst Yazd Inlet Z 0� 0LU . rc. 11 Nt 11 o STRUCTURE DRAINAGE D (IN) PLOW TYPE M'I-EI- TYPE AREA (FT2) PEl3IIvIECER (FT) A (ACRES) C I (IN/HR) Q (CPS) 96 DI-1 5.95 12.83 0:95 0.50 4.00 1.90 1.6 WEIR FLOW 96 DI-1 5:98 12.83 0.95 0.50 6.50 3.09 2.2 WEIR FLOW 96 DI-1-50%cogged 2.99 6.42 0.95 0.50 4.00 1.90 2.6 WEIR FLOW 96 DI-1 - 50% clogged 2.99 6.42 0.95 0.50 6.50 3.09 3.5 WEIR FLOW 112 DI-1 5.98 12EE 40 4.00 5.63 3.3 WEIR FLOW 112 DI-1 5.98 12 40 6.50 9.15 4.0 ORRICE FLOW 112 DI -I - 50% clogged 2.99 6. 404.005.63 4.0 ORIFICEFLOW112 DI-7 - 50%cogged 2.99 6. 40 6.50 9.15 4.0 ORIFICE FLOW114 DI-1 5.98 J2 .50 4.00 2.12 1.7 WEIRFLOW114 DI-1 5.98 12 .50 6:50 3.45 2.4 WEIRFLOW114 DI-1 - 50%cogged2.996. .50 4.002.122.8WEIR FLOW114DI-7-50%cogged 2.99 6..50 6.50 3.45 3.8 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET' CAPTURE) Intensity 6:50 (Intensity is 4 iNhr or spread, and 6.5 inlhf for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coeficient n is 0.013 9 Inlet Hydrology Curb and Gutter Inlet d � � w � a 'e � z � A e c n $. � a $ o c 8 g A a ° m g. o �' a P Z Bo ,� a m $ B ~ � � u E �°' 5� `m $' rn � m N S � � 5 U` d � y tE$ a J d U U U O O vi. h 3 � � r r lee o.09 D.7s o.osa o27 0.00 0.27 o.001D D.ozOo z.o D.ozoo 1.000D fi.ze rIg18 Ni a.7s. o.osa o.z] o.ao o.z7 o.00to o.ozpo 2p p.ozoo. tp000 6.zs 2 3C 8.0 c°rtbmed fbw 0.5 0:07 0.162 3.T1 Eft p.o5 0.75 TI o.p3a o.1s o.op o.1s o.00ta o.0za0 2.a p.ozoo t.000p 5.oa r�ht 0.05 0.7s 0038 0.1s 0.00 0.15 0.0010 0.0200 2.0 d.0200 1.0000 5.04 B 3C 6.0 canbbed fbw 0.3 008 0.124 2.86. Eft 0.04 O65 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.18s0. 4.39 rghl 0.03 0.65 0.020 O.pB 0.p0 0.08 0.0010 p.0200 2.0 0.0833 4.78s0 3.95 16 3C 6.0 cortbMetl flow 0.2 0.04 0.0H9 2.06 Eft 0.08 0.65 0.039 0.18 0.00 0,16 0.0010 0.0200 2.0 0.0200 1.00o0 s.12 rght 0.06 O65 0.039 0.18 000 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.12 28 3C 8.0 cartbMed flow 0.3 BOfi 0.128 2.92 En 0.06 p.65 0.039 O,tB 0.00 9.16 0.0010 p.ozoa 2.0 0.0200 1.0000 5.12 right O.W D.65 0.04fi O.tB 0,00 0,78 0.0010 00200 2.0 O.o200 1.0000 5.42 56 3C. 8.0 cortbhetl fbw 0.3 0,08 0.135 3.08 E% 0.09 0.85 0.059 023 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 right 0.09 p.85 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 898 S6B 3C 8.0 cart6bed fbw 0.5 0.07 0.147 3.38 Eft p.09 0]5 O.oBB- 0.27 0.00 0.27 OAmO p.0200 2.0 0.0200 1:0000 8.29 right 0.12 0.75 0.090 0:36 0.00 0.3fi 0,0010 D.0200 2.0 0:0200 1.0000 7.00 70 3C 8.0 conb0ietl fbw 0.8 008 0.180 4.t2 E6 b.oa oas o.o3o o.t2 0.00 o_tz o.001D o.ozoo 2.0 o:ozoo 1.000o asa right 0.08 0]5 0.045 0.18 0.00 0.18 O.Oo10 Oo2oo 2.0 0.0200 1.0000 s.40 76 3C 8.0 cortbinetl fbw 0.3 0.06 0.124 2.85 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLEr SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n Is 0.013 Inlet Hydrology Curb and Gutter Inlet � L 6 - a C � n 4 q w �_ P � � 3 � 3 J � a B. � a a " � 0 8 5 ° � � P >3 � A � w �' a � t " m a �cai o d o h. h 3 6'i v3i r- v r rc left 0.09 0]5 0.068 0.44 0.00 644 O.00tO 0.0200 20 O.o200 t.0000 7.54 rght D.o9 o.7s o.o6e o.4a o.00 o.4a o.Dom o.020o za o.ozaa 1.000o z5a 2 3C 8.0 c°rtbmetl fbw 0.9 0:10 0.224 5.73 Etr a.os D:7s o.038 o.2a o.DD o24 o.00la o.DzoD z.o o.a2oo 1.0000. 6.os Yght O:Os 0.75 0.038 0.24 0.00 024 f1.0010 0.0200 N. 0.0200 1.0000 8.05 6 3C 6.0 cortbEetl flow 0.5 0.06 0.172 7.94 left 0.04 0.65 0.02fi 0.17 0.00 0.17 0.0010 0.0200 2.0 0.0833 4.1650 5.2] Ft WI 0.03 O65 0020 0.13 0.00 0.73 00070 00200 20 0.0833 4.1650 4.73 18 3C 8.0 cambbetl flow 0.3 0.p6 0.123 2.82 Intl o.os ass o.oas o.2s o.00 ozs o.00m o.ozoo z.o o.ozo0 7.oDoo saa rghl 0.06 0.6s 0.039 0.2s 0.00 0.25 O.OmO 0.0200 2.0 0.0200 t.0000 8.14 28 3C 6.0 cortbmetl flow 0.5 0.08 0.176 4.04 Eft 0.06 0.65 0.039 0.25 000 025 OA010 0.0200 2.0 0.0200 70000 8.14 rah[ 0.07 O65 0.046 0.30 000 0.30 00070 002D0 2.0. 0.0200 10000 6.50 66 3C 6.0 c°rrtatetl fbw 0.5 0.09 0:186 428 Eft 0.09 065 0.059 0.38 0.00 0.38 O.Omo 0.02D0 2.0 O.b200 .0000 7.15 rght 0.09 0.85 0.059 0.38 0.00 0.38 0.0010 0.0200 2.0 0.0200 N020202. t.0000 7.15 560 3C 8.0 cortbmetl fbw 0.8 0.09 0.204 0.W left 0.09 0.75 0.088 0.44 ODO 0.44 0,0010 0.0200 2.0 0.0200 7.0000 7.54 right 0.72 0.7s 0.090 0.59 0.00 0,59 0.0070 0.0200 2.0 0.0200 7.0000 840 70 3C 9.0 cambbed fbw 1.0 0.11 0:248 8.69 left D.Da o.75 0.030 0.20 0.00 020 00010 0.0200 2.0 0.0200 t.0000 5.58 rght 0.06 Tj 0]5 0.0g5 0.29 0.00 0.29 0.0010 o.DzoD 2.0 0.0200 1.0000 8.48 76 3C 6.0 cortbmetl fbw 0.5 D.08 0.172 3.94 f • / SCOTT R. LINSZ U Lic. No. 035791,E / '°.pow 09/25/20�4 �SSIONAL '6 O it Bench ings- 2 bays Gate X Playgroup et Conc ete walk z z W I _ �il� T Fence LU z O O U} U Ln LU Yi I ' ti U X = - 3O'x3O' Picnic T ble, Typ.�/ e.. ;' (n z U U In z Swings- 2 bays Half.CourE Z o a cl�z z LL Gate 0 w LLU w g o Steps 1 F - ~ w c=ii a a w F Concrete walk / O o- o- d d Q r----- o o z o z Lu Lu LU ud Gas grills ,' / W `n _ - W �Wa I I " 24' Pavilion — Ice z LU LU z z o> LU 6500 SF o o m Open Field > P Gas fire pit with seat wall — w wLU � I - I li I I — — — — — .• , iLU , Z� 1O 0) N CIO z NT Q W N PS3-31723 $18,766 O J Age Group: 2-12 Years N Capacity: 25 Structure Sim: 25' x 10' Use Zone: 3T x 22' Uj Fall Height 4' W V / Q Est. Timber Count: 30 J ADA: Yes Vftnt s sm PCNf J PS5-31723 $22,227 J Q Ln z W w m umw O w n/ w Clelmber t`Ilmber < (-^) s[eennP Bubble- v wheel - < vane) - Q rreeiier-- sranp" SlIdo 1 wan nae Coll Panel : J Sl.ae Cf ber LIJ Y J Q 1--I SUPERIOR RECREATIONAL PRODUCTS 2-12 YEAR OLD PLAY STRUCTURE > z J O 3l REQUIREMENTS BASED ON 100 UNITS: 2 TOT LOTS WITH- 8 SWINGS 2 ~ Q SLIDES 4 CLIMBERS, 2 WHIRLS 4 BENCHES, I HALF COURT FOR W W BASKETBALL W PROPOSED: 8 SWINGS(4 REGULAR, 4 BUCKET), INCLUSIVE ORBIT, I HALF I— U ilr COURT BASKETBALL, OPEN RECREATION FIELD, 3 BENCHES 2 PICNIC IJ) z Jj ' TABLES, PLAYSTRUCTURE WITH 2 SLIDES, 4 CLIMBERS P— 4 0/ W _I Inclusive Orbit $10,336 Model: PLD0010XX O I Use Zone: 20' x 20' O Ages: 5-12 N Designed for Wheelchair Access SUPERIOR RECREATIONAL PRODUCTS SINGLE POST SWING FRAME-(2) 2 BAY SUPERIOR RECREATIONAL PRODUCTS INCLUSIVE ORBIT SWING FRAMES- 8 SWINGS WITH 2 SETS OF BELT SEATS AND 2 SETS OF BUCKET (ACCOMODATES 3-6 CHILDREN) SEATS L w O LU a t=n JOB NO. 182157 SCALE N/A SHEET NO. 15 SPRING HILL VILLAGE SHEET LLL L rIT1.E. DATE 09.08.2020 SHEET NUMBER: Jessica Primm COMMUNITY PARK PLAYGROUND SCALE: 1"=20'-0" ALBEMARLE COUNTY, VIRGINIA t.n PSCSVF .wlf.pf EQUIPMENT CONCEPTUAL PLAN uo ae,. lux n,.d�ae>.dle, va xxooa qu66za5xu ,eeslea®ImsaapmnHeugawm wwwlmlu Wlmmdarign.wm OTY. REM MANUFACTURER OROFRA PATTERN SPACWG FINISH COIGN AOlNlF55 CONTACT Est Prke MaxPlayFR, LLC Slagle Pan Swing Frame 12sd Eyrie Vkw Or Pat 2 iba Su erlor Recreatbrw Products TFR0613%I( 3ga Ld,bu VA 24503 e36 fi648533 $4 4.00 MaxPIayFR. LLC Swing Slat- 125a Eyne View Of Prt MWaman 2 Set pit Belt Seats Su dor Recreatonal Products 90015108XIC 8° GaMnlxed Nain L d,bur , VA 14503 431 664b513 56A0 MaxPIaVFi0. LLC $wing Seat- 1154 Eyrie view Or PatMWaman 1 Set pti Wll Bucket Seats Su nor Recreational Products 90015330x% Gahanlietl chain L chbu VA 24503 /3/664-B51Z $]30.00 MaxPleyFk, LLC 125a Eyrie VlewM PM MWaman 1 OkNts nner-IndusNe Su rlor Recreatbnal Products PID0010xx L chbu VA 11503 /3/ 664°8533 10336A0 MaxPIayFR, �� SPRING HILL VILLAGE SHEET TITLE: DATE O9.OH.2O2O SHEET NUMBER: Jessica �rlmm PLAYGROUND ALBEMARLE COUNTY, VIRGINIA EQUIPMENT REQUIREMENTS 001 do i I I I I PROPOSED LANDSCAPING EASEMENT i i 1 All PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel n' * 'Evel n' 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' Su ar Maple 2.5" cal. 6 Betula ni ra River Birch- 3.5" cal. 3.5" cal. 2745 Carex stricta Tussock Sedge plug 50/flat 3 Celtis occidentalis Hackber 2.5" cal. 10 Chionanthus vir inic& Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Cornus f orida 'Appalachian Spring' 'Appalachian S rin ' Do wood 6-T ht. 132 Eutrochium dubium'Little Joe' 'Little Joe' P e Weed 1 gal. 21 Hamamelis virginiana Witch Hazel 6-T ht. 31 Ilex'Ma Nell' 'Mary Nell'Holly 4-5' 2121 Ilex glabra'Shamrock' 'Shamrock' Inkberry 3 gal. 23 Ilex x Wa land' Oakland Holly 4-5' 49 Itea vir inica'Hen 's Garnet' 'Henry's Garnet' Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Juni erus virginiana Eastern Redcedar 4-5' 98 Juni erus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Ma nolia grandiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 15 Magnolia randiflora'Little Gem' 'Little Gem' Ma nolia 4-5' 5 Ma nolia stellata 'Royal Star 'Royal Star' Ma nolia 6-T ht. 10 Malus x'Prairifire' 'Prairifire' Craba le 6-T 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' 'Blood ood' London Plane Tree 1.5-1.75" cal. 6 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cher 6-7' 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 Iechase' 'Steeplechase' Arborvitae 4-5' 7 Uimus americana 'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 10burnum 8 V x pragense Prague Viburnum 3 gal. 10 Viburnum 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 FOLLOWING ATTRIBUTES: 40' MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: NOTES: I. ALL SITE PLANTINGS OF TREES AND 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 TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. REFERENCE VSMP STORMWATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT 3. PROPOSED LARGE CANOPY TREES SHALL BE PLANTED A MINIMUM OF I0'-0" FROM OVERHEAD UTILITY LINES ALONG ROUTE 20. Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer ca mpestre '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. 1 572 1716 10 Chionanthus virginicus Fringe Tree 6-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-T 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 Liquidambarstyraciflua'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' ht. 82 1230 5 Magnolia stellata 'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x 'Prairifire' 'Prairifire' Crabapple 6-7' ht. 129 1290 9 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-7' 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' 10 520 7 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 1 5351 3745 TOTAL CANOPY 89123 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 �1O Total passive recreation = 74,900 sf or 1.7 acres v E U U N m E P'y N o E 0 waE � C) °-'� L z = V > N y U N N � C a o E .°� E a s � � U U '� U y C W o �a a� 3 p 3 ON 0 aC3 M W Z u 3 al/ IIIIIIIIIIIIIIJ > IIIIIIIIIIIIIIJ J Z IIIIIIIIIIIIIII IIII = O U vLU Z J L u 'n V / m Q p LT y OFOn Gf Z JESSICA S. PRIMM y Cert. No. 0406001256 09/2S/2020 �,I y�t'APE ARC�1� SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date I Description I 11.13.2019 Counry/ARB Submittal 2 12.23.2019 Coun /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. Date Description 1 06.22.2020 County/ARB Submittal 1 08.182020 Counry/ARB Submittal 2 0925.2020 Counry/ARB Submittal SCALE: 1 "=50'-0" SHEET NUMBER: L500 LOCATION OF STREET TREES BEHIND PEDESTRIAN WALK DICTATED BY VDOT 'EMERALD SENTINEL' EASTERN CLEAR ZONE REQUIREMENTS REDCEDAR LOCATED IN SINGLE ROW TO FIT BETWEEN PROPOSED RETAINING WAI I S MI in I I E 0 U N 0 DD P'a, Na, N-U E 0 waE � _ C) ti > N N U _0 N E Q _ �.� E Vv a nU s U V�/'/� N N V N V / Q N v a ox o 3 p 3 ON 0 acc rn Q W z_r'� v J > J J Z J D = O U v LU Z J oC CL W m J Q THOpG 1 JESSICA S. PRIMM a Cert. No. 0406001256 � aF�/ZFl/2a2o ,� 0'cAPE ARG�I��G� SHEET TITLE: SITE PLANTING A10o PLAN: GREENWAY PARK & GREENWAY -- ENTRANCE PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 11.13.2019 County/ARB Submittal 2 1213.2019 Cou /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22-2020 County/ARB Submittal 1 08.18.2020 County/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L502 1 1 \ 0 3-'DD Blanchard' Southern Magnolia 5-Appalachian Spring' Dogwood I -Fringe Tree 3-0akland Holly 3-'Little Gem' Magnoli -River 5-'Emerald Sentinel' Eastern Redcedar 41 / to 5-0akland Holly to ... . 420ctober Glory' Red Maple- 3.5" cal. .0 10-Winter jasmine /// %/ per. I -Fringe Tree �3-'Little Gem' Magnoli I -'Appalachian Spring' Dogwood / ,5-Oakland 3-Fringe �y/ / .'E pa l � WW Imo: , � /Ji►�% . ;!.''gsl1F� E• 00 °°5-Oakland Holly ° °°LO-TLOT 3-Witch Hazel a - LOT ii ;i 31 I / �• I--'Bloodgood' London Plane Tree 33 ° / � � i 32 3-'Little Gem' Magnolia 5-Witch H zel1 LOT a° ° I II / I / I � I ! / I I / 29-Winter Jasmine I _Ji , _ LOT 30 LOT 29 Birch- 3.5" oNEIlv IP / 8-'Mary Nell' Holly A E 0 U N 0 DD P'y N� N� E V E 0 wa� v ti > N N 1 Q o.° E v V a nU u U .N . UU yr N �/'� Vn /1 N'u,n v W a a 3 00 p 3 ON acc In Q LU Z J > J � J Z) = O U v LU Z J Q CL W V) m J Q ,XLT11 OF JESSICA S. PRIMM Y Cert. No. 0406001256 �� APE ARC 1� SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 Counry/ARB Submittal 2 12.23.2019 CountyJARIS Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. Date I Description 1 06.22.2020 I County/ARB Submittal 1 08.18.2020 Counry/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L503