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HomeMy WebLinkAboutARB202000024 Plan -Revision 2020-10-12GENERAL NOTES OWNER: STANLEY MARTIN 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 DISTRICT 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 (7H AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY: ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF OPEN SPACE. PARKS.' MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.27.) PARKS AND AC77VE/PASSIVE RECREATIONAL AREAS PROVIDED: OPEN SPACE A (BUFFER): 0.06 ACRES OPEN SPACE B (BUFFER): 0.09 ACRES OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES OPEN SPACE D (POCKET PARK #3): 0.19 ACRES OPEN SPACE E (BUFFER): 0.02 ACRES OPEN SPACE F (POCKET PARK #1): 0.63 ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK #2): 0.83 ACRES OPEN SPACE I (BUFFER): 0.21 ACRES OPEN SPACE ✓ (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.67 ACRES (28.29 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED 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 SEPARA7TON) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDENTAL: FRONT- 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) SUBDIVISION STREETS: CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SI7E IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ 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 VEGET4770N: 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-S7REET/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 WI7H THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECT70N 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICA7ON PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITI0NAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. SPRING HILL VILLAGE ARB PLAN ARB202OmOOO24 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA I \ - - - - i ! I - ''S -BUFFER RAnREANSPcEli \El I❑ j I i 0 ACRES) I ; X' 32 91r 90 E BLOCK'€ ` I 1.27 ACRES _ ------- i i m RK#4 mr Eor Eor ar i `t ! AJdPISI PACE 91 qp 39 � �---- i '`-- -- - BLOCKC or 141 ACRESPOCKET 1 2s _ ` AMEN N SPACE 3 r - / NOSLAPED :J BUFFERAREA / a3 T RE 19 ACRES) OPEN SPACE B , % Qa22 ACRES) I •• a '� rn_ 1 i m AA BLOCK G / 1.47 ACRES .l , , I I II \ L POCKETSPASPACE E RKCE I L - BLOTF I / AME_ / 10.8E ACRES `J V O]S AC 5 oed� i / I ' � I Eor ors I mr I i I Br, sr I - - - Pi Eor / I I I---� Br Em mr r - -_-_-_ 1P I ss i � n to r i \y I m I I 69 I 6 /' r i <I Eor \Y a i - �• i II � �. O.11ACRES IDf 'I COMMONNN PARK I ENIN SPACE: S.BOACRES .. .° lm , AM 1 I II li i Em I - rB , .. ...•- a � I I liII it • _. .. ,__,.. �.,..,-. / I 70 i - - I -- - - - > - ----------- BLOCK A Ili j BY 65 B6 9] 69 93 96 R4 61 1W I I r � 0.58 ACRES I _ I BLOCK B _____ - L - _ I ' z^ •. - AMEMLYSPNCE _______ -- _-__-_____ 1 (B.6R ACRES) I -'AM KKK a « - - -- SC-OTiSV I LLE ROAD - - - _ -- ---- --- - - _ - - - « �'- - - -- - ------- ------------ -- -- -- -- -- ------------- I ic I - I i I f l i , ��\ ••\ STORMWATER MANAGEMENT AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED 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 (50Z IMPERVIOUS AREA) PROPOSED USES: LOTS: 5.40 oc.-41.5% ROADS (R/W): 3.95 ac.-30.31' OPEN SPACE: 3.67 cc.-28.2% OFFS17E EASEMENT. OFFS17E EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONSTRUCTION. SEE EXIS77NG CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED w/ THIS FINAL SITE PLAN. NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY, AN ASTERISK (-) 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. fat 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 1_5.0 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 TOTAL NUMBER OF SHEETS LEGEND ROADS EXIS77NG CULVERT EARTH DITCH O 0 CULVERT DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS a CURB & GUTTER - - - - - I 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 77ON 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. TT /R�LLINS - No. 35791 10/09/20 `tv41 H H t l w w � E � 0 0 U U Z 0Qzz; a G O O O U U U � m J J J E � ¢ u Z O W CO W 1 m ` (n W wWl LLJ a a 1 t � Uj 1 fy c ! O N N N N 0 r! � N � O\ N li� 00 M O '-I 0 ti m N N W c:) z C N W > a. ZLL! CID J �- 5;Q w I w LU LU Z x _j W Q Q T 11_� O W > V Y J LU � 1-1 Ul U) (Z� � v ZLLU U H� LU U) J CD CD N G � o W a v=i JOB NO. 182157 SCALE 1"=80' SHEET NO. 1 H o� ATTACHMENT 10 C7 SCOTT R. LINS7 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 U No. 35791 � Original Proffers ZMA2013-00017 would be $787 (50% median income.) been satisfied. 9/25/20 �4 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 E 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 m 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 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 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 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 m 12.63 Acres to be rezoned from Neighborhood Model District (NMD)to Neighborhood Farmers Home Administration, or Housing and Urban Development, Section 8, "Affordable this proffer. The annual adjustment shall be made by multiplying the proffered cash z w z w to W Model District (NMD) whichever comes first (the Term".) The Owner of each Affordable contribution amount for the preceding year by a fraction, the numerator of which shall be g 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 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 / /� V, O O U successors in interest. The "Application Plan," refers to the Application plan last revised August affordable units. ended. Z 21, 2020, prepared by Collins Engineering. B. For Sale. All purchasers of for -sale Affordable Housing Units shall be approved by Z O Q Z Z z 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 =O =O 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 g U U N 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 rod shall commence p g y subdivision phase of thisparagraph 3 with the a application for each subdivision phase of the P pp p N U Ln m O W J W J 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 Property. The plan shall show existing and proposed topographic features. The Plan shall w en cc Q or Q and the Owner and applicant specifically deem the following proffers reasonable and appropriate, notice shall not be given more than 120 days prior to the anticipated receipt of the be approved by the County Engineer prior to approval of an Erosion and Sediment Control O J 2:2:0 as conclusively evidenced by the signatures) 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 H O < m m � 3: 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 en Z Q Q (The Affordable Housing Units will be provided in the form of for sale or rental units.) The units without any restriction on sales price or income of purchaser. If these units satisfy the following: > j CC CC 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 sates W � aW. a w 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 the 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 w LU w in W for Affordable Housing units at $211,250. that the Plan satisfies the requirements of this proffer. j j in 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 � � w 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. rr 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 O N O O O O O O ~ NrNl M N 00 in N + to W N M L9 25 26 27 Z M corl- C) 0) N M 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 M Z 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 steeper slopes have adequately addressed the impacts. By: APPROVED IN CONJUNCTION WITH ZMA201300017 SPRING HILL VILLAGE N J e. Surface drainage may flow across up to three (3) lots before being collected in a storm W Q CL 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 By. NOW BE IT RESOLVED that, upon consideration of the Memorandum prepared in > land drainage to it. conjunction with the special exception request and the attachments thereto, including staff s - cog. All drainage from streets shall be carried across lots in a storm sewer to a point beyond supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County L the rear of the building site. h. The plan shall demonstrate that an area at least ten (10) feet in width, or to the lot line if 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 hereby7 J_ Q it is less than ten (10) feet, from the portion of the structure facing the street, has grades J approves the special exception to vary the Application Plan and Code of Development approved > no steeper that ten (10) percent adjacent to possible entrances to dwellings that will not By / in conjunction with ZMA201300017 Spring Hill Village, e subject to the condition attached j p g g U) 1 be served by a stairway. This area also shall extend from the entrances to the driveways , hereto. W or walkways connecting the dwelling to the street Jeremy W. Swink, Vice President, Land — Charlottesville and Richmond Divisions w vi i. Any requirement of this proffer may be waived by submitting a request for special exception with the over -lot grading plan. If such a request is made, it shall include a ^^ J Date: FWCy4T �� z O Z * * * 0 , ^ justification for the request containing a valid seal from a Professional o vLU professional Engineer, Landscape Architect or land Surveyor. In reviewing a waiver request, the J a LL County Engineer shall consider whether the alternative proposed by the Owner satisfies I, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a 0� J 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 vote Q J O 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. I— i 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. 4. Improvements to Scottsville Rd and Avon Extended Clerk, Board ofCounty u ervisors Y L LI J J 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 Aye Na and Avon Extended. The improvements must be designed and constructed to the County _X-. —Y and VDOT standards, including the design and construction of the related drainage, slope Mr. Gallaway Y _ r n (D and utility easements as appliable. The improvements along Avon Extended must have been Ms. LaPisto-Kirtley Y �— completed and approved by VDOT and the County prior to the first certificate of occupancy Ms. Mallek Y L u for any structure on the Property, and the improvements along Route 20 must have been 0) LU approved and bonded prior to the first certificate of occupancy, and (u) completed and Ms. McKeel Y _ l--1 approved by VDOT and the County prior to the 30tb certificate of occupancy. As part of this Ms. Palmer Y (� process, the dedication to public use must have been completed before the 30th certificate of Ms. Price Y occupancy may be issued. The improvements will be deemed complete when they are Ct) accepted into the secondary system of highways or when the County Engineer determines that the roadway is safe and convenient for travel. J This document shall supersede all other agreements, proffers, or conditions that may be found w 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. �rrt� (D 0C:) 0 CV b W O W o_ to JOB NO. 182157 28 29 SCALE N/A SHEET NO. iA \ -- u _ / ' /( k \ PLAN SHEET ATCHLIN ' I I I - - ' - --' 05s _ I' _-/ �' - EXISTfNG I \ T(M EA) � I I - --- T / s — III — I ,' \ u ;__ I t - - - _ �— —i — / — /' i — - — 'I ry i / ID _ _ _ _ _ - � � < ra cn On _ I I I1 SCALE 50'I -' I I I -a,� �20 Vo 7el� hw1� 'II r/ �II - �P�-I� - F- _ & id a h Co"I E ravel /\ I --" - / / - / FsmLB.42a P119- - - - 9 / I - Q^__----- _� , - � - � -'�Ir� _ , �,R/ LIN ' T/ � - �,, // '--' oss' ,' r' * Pho� - -s -SET � I r� °v�' BDIN MARK Is SCOTT R. 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EXISTING ACSA 20' ^ \ ' - - _ - - - ,' I SANITARY SEWER a_ - _ l \ -ASSOCIATED POLES WILL BE REMOVED - -, \ -' V - EASEMENT IIIIIIIIIIIIIIIIIIIIIIIIIIIU I / - EXISTING UTILITY POLES -------- -------- ----- - - ' ---_ - - -- _ o'rr'` EXISTING , D.B.53z8,PG.706 \ \ TO REMAIN I I --EXISTING UTILITY POLES EXISTING MANAGED �, r --- _r \' EXISTING VAR. WIDTH PUBLIC I ----- -- - - - GRAPHIC SCALE W I \ i \ �\ l _ _ TO BE REMOVED SLOPES (TYPJ / - � `�y- � UTILITY POLES DRAINAGE EASEMENT J .I VDH 1 1 1 /" ___ _. -- - , > i TO REMAIN v _ R v \ EXISTING ----- - / - I 50 0 25. 50 100. 200 cRavE� -------- - - .' 53 , 560 �-_ � --- MON. 1 I I EXISTING EDGE OF __ \,r_,, LIMITS OF PAVEMENT _ _"_, - ,- I ' 7 1 I / '�D.B. z8 PG. 06 DRIVE sass°5 4I I ROADSIDEDITCHPAVEMENT -0vs - _- -' - - -L-__ `\ \ N _� -- _--_ ese.z4 DRIVE - VaPublpService smt. 1 \\ I I II I i J/ �I' REPLACEMENT/ _ _ _ EXISTINGDRAINAGE - - \ 3ENCH MARK IS INVIN±DE14 -- oHe _, I ASPHA 'r" \\ oe.221aa.3o _-- �_-- -- 1 1 __Y I-- - - ' STRUCTURE TO BE ', �rP� vu°li& II� - COUSESIRNEIL < FULL OF DEBRIS _ / \ �- +--\ _7 C______ �' _- -7-__ _ _ SOUTHBOUNDLANE _ ___ 25'_eSL / REMOVED '\ CIS �QI''� - ` -15" CMP " ` _ �-.. �el,e _ _ _ _ _l. _ _ _ i \\ \ �. / ,T'' _ 7 _/ -<- -- - � \ g -! F�erv6u - _ _ _ N g882993340 ( l I\ FEET '9 ) V _-- ___\\_ _\ - v oHS Oryrv_-' - ___- _I _____ - -_ ____ _ -_-___ ________ _ _ _______ -_ - _ EL ( _- ------- ___ _J___ _ _ _______�_- -- �. - I iricli 50 fL. > _- - 1 \ o --KI PAVEMENT OVERLAY FOR - f „p- Iec.&Phone ________ \ _ _ _____ g{ -- E 11482334.683� ' EXISTING CURBING O I_-`_ I _ �\1_ \ - --� __-�____y ale PDe / Eec.&Phone r -E EVATION 527. 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Vp Public Service EFn";L y Aprox. 10 VEPCO Esmt VDH. / -- --'_— - - -- _ _-I V - - EXISTING - -- MI LEEB ST `.I I A v , I D.B.221 P.30'5 I W II D.B.462 P.116 MCN 1 - �v =szo 1D - _I m P- -.- TO REMAIN \\ \ \\ ' _\ I , D.B.288 P.80 EXISTING DRAINAGE STRUCTURE TO BE - _ I LIFE STA E I I' P 9O-21 I I S - \ \ � , \ :\I LIMITS OF PAVEMENT STRUCTURES AND TMP- 90-21 H —�. �I_ _REMOVED - - - - _ -- - ' DERRYLEEAND m��"-I I j T 90-21F \ \ \ TMP90-21H \I ' \ CULVERTS TO BE ---- `� o tecenas' -- _-_ , D.B. 3716 P. 243 ,' INa STE HEN B. HE RY ' yyl BU R. AND EV L w 4 �� m' II REPLACEMENT FOR DOROTHY B. HUNT _ -� D.B. 325 P. 367 PLAT I " , D. . 2816 P. 7 n1 TMP 90-19 1 \ DOROTHY B. HUNT K Gd o / \ 3i4\.re B..3767 P. 332 ' a I /- I IFFLETT \ \ 9 NEW DRAINAGE PIPE REMOVED D.B. 3289 P. 68, 71 PLAT to ZONE: RURAL D.B. 3 6, 3 PLAT, i JULI .B P. BATTEN, JR 1 \ \ D.B. 3289 P. 68, 71 PLAT � \ q \ x D.B. 1717 P. 31 I z<-=3 I \ - - -moo'- sza- _ - -- I ' D. 325 P. 367 PLA 1 D.B. 19. P..718,720 P T I I 3 D.B. 1717 P. 33 I \ -D.B, 1717 P. 31 .e I Nmapo CROSSING o \ \ - _ - �'No- i I a I I ZONE' L �z-4 'I _ D.B. 1350 P. 226,227 PLAT Io - _ _ I - - - NE: RURAL I I D.B. 1350 P. 226, 227 PLAT i D.B. 1350 P. Z26, B27 PLAT - - - \ my9�{o \ I , ' a) \ _ _ PO 0' ��-_ � - - - - I- - ~ ' - I o ZONE: RURAL I I ZONE: RURAL '''0 / ZONE: RURAL , a \ - z O I­- 0 O z LI LL1 w W U) JOB NO. 182157 SCALE III _ 501 SHEET NO. 2 0 I I I I , 1 TMP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B.2197 P.388 D. B. 1658 P. 588, 590 PLAT --------------- I -- - V / , I / NOTES: LANDSCAPED 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, TH O� El DApmx Lacaiicn BUFFERAREA VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY // / OPENSPACEC 0 Varelephane DISCREPANCIES. -' k Tel graph Company r /, /' (0.54ncREs) ml 9E.a2a P.2z9 r 1 2. CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS AND SHALL NOTIFY C v _ h - - - it S. I S OTT R LI a'r �, .. � � 1 ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. O TMP 90-33 / o / vn6 s "` vaaw I 3. D REPRESENTS ONE PROPOSED PARKING SPACE. U No. 35791 ° °°`" `°x " 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6"_ °p 10/09/20�4 JEANNETTE D. SMITH /-- voxw LOT LOT LOT Ili D.B. 4254, PG.118 / /-� r / / s \\\`, LOT LOT 1 0 2g III I 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. G1 2 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING SIONAL '6 ApoFN 0/ or h ap 0 ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT Ov'�' \ 'Qoa` oT 3 I CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. / 4LO7 ACE 6 \ 8. CURB RADII SHOWN, REPRESENT7. SEE SHEET 2 FOR COMPLETE EJECT D WITH ANDR' DIMENSION THE ACE OF CURB.ARY DIMENSIONS AND METES BOUNDS. Aprox. Lomfion - / a e� OT � _''. .. 20' Va. iele hone i k rele rapK company /' " VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. Eem1. B.B.a2a Pzas - - / - ' O T 90 35A1 I 9' �/ LOT m ANGHO ING% C ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. =" r _.._ f / / poxi6 ' \ Lor A 9 " u.D. P.7,5 lo. THE ASTERISK * NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE r/ - voRce \ ', , � T >•l m D.B. 657 P. PLAT i ( ) y / LOT PORCH cl 3 A 9 UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A \ y / 42 LOT LOT LOT , \ �- MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. R t O 39 g�Ei��o 11. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (3.) CAR GARAGE. THE MINIMUM SIZE OF ENT NCE PARK i P? P �s "k I THE GARAGE SHALL BE 12' X 20'. AMENI REA#s 3 12. ALL RETAINING WALLS GREATER THAN FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. I s I, O /-' /r/ / ati �,•, �_ r w°P O LOT I WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS H ul) k \ rvP.1 a c L SYSTEM. w w t 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY OPEN SPACED 2 L PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE o o i /=DAUPHIN DRIVE a '' (0.183 ACRES) LOT d I REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS V I Z u u [ PaoposeovnR.wiorHPu6ucsrREET ; FOR DEMOLITION PROJECTS. O , BLOCK C i L 14. ALL PRIVATE ROADS STREETS AND ALLEYS SHALL BE OWNED AND MAINTAINED BYTHE > 3.39 AC LOT I 1 1 d O O L �y LOT ` \ \ 25 L HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF c U - ) j/ 43 per, y, I" -- _\" ``` =: , 1 AM DOG PARK IF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS O U Z) w _ L J y\\\ E"„r RVP.i �\ eE NDSA GPLA LOT L WITHIN THE NEIGHBORHOOD. ,A W _L < < F / g L4ND CAPrED \ LOT W --I ` �" �1 \`, RDE5WDUb K 4 w'`W" OPEN SPACEB ,/� O J a a BU F RAREA 44 r r S (0.09 ACRES) i 15. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND HE V / zo w w I I I T LOT EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ICI m z DO m L ��� ALBEMARLE COUNTY SERVICE AUTHORITY. a ¢ ` T - HT OF W MEDICATION LOT ?. A _ _ _ Q I 16. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED W CC a Jul I J� � FOR ROUTE 742IMPROVEMENTS \ J y6 LOT L aT 49 / I + s LOT r jla i PROFFERS ON SHEETIA. p p I / LOT \ BLOCK G ` I OPEN P CE I ° M �Dtr I 17. EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 87. U) U1 i 1.47 AC (0.21 ACRES) 22 L a Na 18. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO > > OPEN SPACE H - _____ + T LOT L Q o P° I SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. NN�S 19. ALL PRIVATE YARD DRAINS SHALL HAVE A ionPRIVATE DRAINAGE EASEMENT. (0.83 ACRES) L _ _ _ _�_ 1 - r Og' 20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE zD I COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED i ``\ \�` `\ LOT* BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR +• LOT o ,� AMENmAREA:#3 - I HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS GREENwnY PARK - 0.75 ACLOT* ABOVE THE ELEVATION OF THE MANHOLE COVER OFTHE NEXT UPSTREAM MANHOLE IN THE PUBLIC 1 SEE LANDSCAPING PLAN '"��\ 1 vs' xoacH voxa PoxcH vopcH FOR DESIGN OFGREENWAVPARK r° \ ox6 \ pO*'�H 'r va PORCH LOT LOT LOT LOT �II I SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. \ 6 P00.0 56 1 55 pa ER LOT A 17 " °�'" NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF oT m �, Lor THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR " LO rY 59 I Yx6 L- I TO THE APPROVAL OF THE FINAL SITE PLAN. ALL CD CD CD CD CD o I " �'. l .r LOT = a - UTILITY EASEMENTS FOR THE WATER LINES AND LU N N N N SANITARY SEWER LINES WITHIN THE DEVELOPMENT a a0 NCD I R'\ _ _ _ _-_ F V _ Aov LA REETEA i � I SHALL BE PLATTED WITH THE SUBDIVISION PLAT. N •� LOT i �,. YQLAWA PRIVATE STREET EASEMENT , 62 1 L� 0 - C STREET I, _� I '' , ' PPROPOSED 49 a I 8'• _ - - ---------------- I I • LOT I l i 6 tiQ� / '- -i6 i d I b f. i 1S mr r I ice. / (TYP) I , mLlry Y_+ I , •.�,. a �� I I LOT r I I -- - - M II �.� v LOT LOT LOT Flc-F/c LOT I. I LOT ''•y \,. a LOT � r C'7 6 LOT 8o Bl s2 83 ? 12 L NOTE: THE WATER AND SANITARY SEWER DESIGN FOR N I 4 i LOT v _ - I - ` '' !� LOT r THIS PROJECT IS CURRENTLY UNDER REVIEW AND 4 79 Lor 78 _ - - _ �- - - rl� �' APPROVAL BY ALBEMARLE COUNTY SERVICE � CIO � W RAG _ L 65 lb�I AUTHORITY AS PART OF THE ROAD AND UTILITY , Ln �� ',� Lor 6R 6 �, PLANS FOR THE DEVELOPMENT - SUB 2019-00i58. N TIMID90-35 THE INFORMATION SHOWN ON THESE (2) UTILITY C LOT % LOT l I1 "'"a L'"- DUANEE AND ROWFNA M. SNOW 1� 66 76 �_` .l Lor D.B.702r-.792 PLANS IS CONSISTENT WITH THE ROAD AND UTILITY DB667P.234PLAT N PLANS FOR THE PROJECT _j �� I LOT P �r -•�' _ - �- _ 8 * h _ �w Q II II OPENSPACE) LU - 1 r nU LOT LU w III I.. 7 IL J JI LLI (L00 ACRES) � 'I I _ I4FI J i a LOT 4 o:.l� I� L L 8T EP. E1P 75 �� j 6 AC ,�- Z F _ - - TMP 90-35V RONAYNELLC TMP 90-27B I F/C F/C mPr F- ' 2 D. B. 4719P.402 STEVEN W. AND BETTY C. JOHNSON it - ..zo Ml". LOT I AMENITY AREA#1: �' �,� LOT r O Q�0 QD' D. B. 4473 P. 48 PLAT D.B. 1026 P. 715 II wxa6e 4B' 74 COMMUNITY PARK Q `t om GE r p ,S D.B.440 P.196 PLAT D.B. 629 P. 616 PLAT j LOT .¢o mlm RAN}RIVJ I SEE LANDSCAPE PLAN FOR DESIGN 9 1 OF THE COMMUNITY PARK ( II I 6 I .I I � ;% I'�i�(TY 4 * IL � I '°$• LOT i% ' i 'I. LOT* B/ -B) 1 LOT 73 I 3 J J Z '1 \//^ VJ' LIJ L9 Lu F-- (D Ld O I-- J , I J0 1 ' I LOT - I GAR ..r I J LOT it f I. 2 .ro Llrv. r y RAM.R (.� - r OPEN SPACE U a ill LOT I _ 72 / - - LOT (0.02 ACRES) Y N ,I 1 1 L 7Lu OPEN SPACE it _•s ' L_ ___ ____ r • _-- _. _______. (0.10 ACRES) I _ �1w 4-M ; _ S i - - -Lij J a __ __ _____ ___ BERWYN LANE-- N = I • gy ' BERWYN LANE _ TMP 90-27 l �xLL PROPOSED VAR WIDTH PRIVATE STREET EASEMENT I LOT 1A I w z , w PROPOSED VAR. WIDTH b m PRIVATE S ROGER SCHICKEDANTZ r - STREET EASEMENT - ROGER V ul D.B. 1244 P.461 i - .. , ':. i D.B. 629 P. 616 PLAT _ -- 9p _ D.B. 530 P. 164 PLAT Lu LLII I I _ T L_L L- _� � -J L-L L_L L J //// - - - ----------------------------------------- LOT LOT LOT LOT SLOT LOT T LOT LOT LOT LOT LOT LOT SLOT LOT L $r LOT LOT II, I P I'l %ice TMP 90-27 l 84 8 7 88 8 90 91 92 93 94 gs 96 97 gg goo - , %;/ OPEN SPACEA LOT1A I _ - - - R /� ;/ 0 56 AC (0.06ACRES) GRAPHIC SCALE 9 ROGER SCHICKEDANTZ r I_ --__ - 5 R6 8 _ ---9 !._ ___ __ __ _ ___ _ it BLOCK A - sD D zs sn ,00 aoo 1I I D.B. P. P.I R / LLJ r D.B. 530 P. 164 PLAT D.B. 629 P. 616 PLAT i • { � • _ _ a .. ., _. .. � i 11/ I , , AMENITY AREA#2 -' ' RIGHT OF WAY DEDICATION � l LINEAR PARK OPEN SPACE 1', I F ROUTE 20 IMPROVEMENTS SEE LANDSCAPE PLAN (0 63 ACRES) �- -_` ll I I ( IN ET ) Q FOR DESIGN OF THE LINEAR PARK `F-----0---------- - - --- _ --------- - _ _ CHARL rr E BENCH MARK IS 1 inch =E 50 fL. ' FOR I ILL GIS r LJ _ -- Li�CK g - - - - --- - 1.35 AC -_ - - -- - , STATION 10I5 E �� --- ) ELEVATION 527.73 ��� N 3682993.340 Ell 0 __S__ __ ___ __ --- -`--- ----' - - - -- SIGHT OI6TANCE=665 0_ - _-___ U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) 'b" 4.. --` _ ---- _ MAILBOX N o SIOHrolsr - t - -- __ �J -__- SIGN MAILBOX o _ _ y HWP6.1 PG.354 y nmce=665;-_____.� _____________________________---__- --- MAILB X - - __�_ ,SIGNo _____ MAILBOX MAILBOX ~ I TMP 21E I rM (9MAILBOX-- o-21D --- -- ----------------- EDDI ILEE AND JE RV LEE AND I I I _ I MINN EL E BEST U ESTATE j D ORAH B. BE TM 90-218 I r\ v\ ----- I D.B. 18 P. 243 D..3787 P. 3332 I '---- I D.8. 3 7 PI A I D.. LAT S HEN B. HEN R I TMP 91-19 I I D.B 2816 P. P9 -R. D8JULAN 1717. BATP. ,JR. TMP 90-21H --�-.� I LOT 1 D.B. 1]17 P. 33 / TMP 90-21H \x \ DOROTHV B. HUNT D,B 338 P. 36, 37 LAT 3 I DOROTHV B. HUNT I D.B.OTH P. H 71 PLAT I WI RAND D.H. 1350 P. 228, 227 PLAT EV .SHIFFLETT --�__ 1 D.B. 1 34 P. ]18, 720 T I D.B. 3269 P. 68.71 PLAT GA. 1350 P. 226, 227 PLAT \ \ \ D.B. 1350 P. 226, 227 PLAT I I I I I I EDDI 27 D IMINNI L. EST LIFE E T E .B. 8 P.453 p 7CA2 1 T I w a En 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 1,101 57 1 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 2,024 1 1,186 65 1 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 2,647 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 1,408 81 1 3,187 Z 97 32 1,794 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 11196 39 2,947 2,081 89 1 1,979 1,283 40 1,743 1,412 90 1,969 1,275 41 1,709 1,379 91 1,201 967 42 2,190 1,498 92 1,202 962 43 4,726 3,606 93 1,504 1,204 44 3,259 2,781 94 1,976 11281 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 1 97 1,209 969 48 3,1E 2,636 98 1,210 970 49 3,656 2,694 99 1,514 1,214 50 1 2,523 1,717 100 1,954 1,282 10 - - PROPOSED 22 yore yoxy6' I PORCH y°xy LOT LOT \�° NI' F LOT* 'FRONr GRAPHIC SCALE _ I� PORCH \\� \\ ZI I - - \ � PORCH PORCH PORCH I HVAC UNIT (TYP.) I I LOT LOT F\ �I sErBL .I 3° ° ,s 3o eo zo yoxyCN PO , I LOT 1 50 PROPOSED 6'-II 18 f� PROPOSED SEGMENTED RETAINING WALL pOR LOT LOT 5 52 5 PLANTING STRIP \ ° r "I o xyb, �^ I GARAGE 1. w/ HANDRAILS -SEE GRADING SHEETS FOR s k° ' ORcH LOT ai 54 °� I)\\ \ p +,\ N1 (TY ) Q1 j $ FINAL WALL HEIGHTS AND DIMENSIONS (TYP.). ,' 6 P 56 ml 55 TC I LIN A - S E S EET 5 I + 1] „ - + N FEET SCOTT R. LINS� ,dx1 II 4 �I II IMIT'IMIN. �I 1 m LI 1 inch = 30 fL. w cN ; 1 I 3 PROPAND M 1 SPE_Ep LIMIT SIGN - NO PARKING I U No. 35791 � 49 yaxy5 POR \ I w zl I NO PARKING � T I I OPEN SPACE H POR �� $ o v VAR. WIDTH LANDSCAPE -- I I j SIGN (TYP) I °p 10/09/204 I LL I � \ � I II mll _ MAINTENANCE EASEMENT I SIGN (TYP) k )� m1 o II I 0.83 ACRES \ , I z I LOT 16 N �� m ( ) LOT 59 m - I STREET PT: '- \ oo CK \ STOP SIGN (TYP. ROPOSED GUARDRAIL S G w ♦ ONT ---- -- SIGN P)\ \ " ) L ZONAL z I j 60 z z8' \ IMITS OF PUBLIC ROAD R/W PROPOSED 8' WIDTH w x w o - ANDSCAPING AND LOT wd O\ \I "o. v\ ,' i _26, _ - `\ . \ a3' 41' y9 z 61 J\\•\\ J \\,- _ - + 4 iV _ ° a MAINTENANCE EASEMENT C o- : • PROPOSED PC:i +�- o 01 \I ` : ( is+so 16+00 5 4966 VL N--- LOYOLA W IY17+So+ TRANSITION FROM CG-6CURB yC \ a; \ +oo CG-6 TYP)�L _ J ° 3O _ .+ TO ROLL -FACE CURBING p ♦. ,' ��,, , - 15 _� - PROPOSED STOP 4 _ _ _ _ 3o PRIVATE STRET �" LOT + o _ -e4 - Sza'R BAR (TYP.) 16+So \J 17+0o EASEMENT I PROPOSED i4 5 O WAY r\ 2 CG-z (TYP) 62 I - 0�" �v �� P BL��STREET / I: I ^I I 4- 42' LOT b1 tik� 3z P PROPOSED STREET SIGN WALL MAINTENANCE EASEMENT CG-12(TYP.) 1 DB.538z PG.138-19z z 0 I I 6 •t 2' - .I LOT GARAGE .� c0 Ln U U I 3 O�y47 '1 -a -'° I- 1B 4. I O (TY J ` Z Z lD (PROPOSED 3' DECORATIVE WALL �Q O z2�_ --- d ° I a 15 I o 1 w w w C _ k5 ( - (TYPJ STOP SIGN (TYP.) iz'xzo'LIN. PROPOSED 8 WIDTH T' PT:16+o0.5 /I a ANDSCAPING AND w p (NOTE: WALLS 3' IN HEIGHT OR LESS DO ` ,i3 � z% I I � . o i � � o � NOT REQUIRE RETAINING WALL PLANS) / :. a k�' i ' 1 - x 66' LOT PC: +o 0 0 o u �\ I I z I 1O I �� I 4 3.7 MAINTENANCE EASEMENT � u u z 0 PROPOSED ,f7► �v i n * NII z C7 �' / - ,a 6'LANDSCAPEAND 3 m I E/P E/P 1LF TMP 90-35 0 z m HVAC UNIT P. PROPOSED 6 " PROPOSED 6' z I 30' PRIVATE Z ¢ z z i- PLANTING STRIP MAINTENANCE EASEMENT 66 18 ? ALLEY EASEMENT DUANE E. AND ROWENA M. SNO a p �p w w PLANTING STRIP / ti DB. 8 PG.1 O1 I io LOT ( 0 H �\ °i. '' \ \ 53 3 o m DB.538a PG.138-192 D.B. 702 P. 792 2 L� c� N -------------- \ o F T c 5 LOT LOT z, 1* MIN:) D.B.657P.234PLAT U m w w o / 6' LANDSCAPE AND ` b�' ° "+ A9 CONCREEDSIDEWALK m 3 L - - - - w c=i1 I o° >j �c F/C F/C b NOTE: RETAINING WALLS SHALL - - - - a a Z) a m MAINTEDBNC8a PSEM$Nl / ti o� F \ LOT 82 3 NI LOT 66' J z w w z LOT $ I W REQUIRE BUILDING PERMITS o LOT 53 ` NO PARKING: p�' �\ I SO 6' LANDSCAPE AND I ) + +' I 12 N J O ~ m z m m w g I i LQT 81 MAINTENANCEEASEMENT .. I i 64 • ,% SIGN (TYP) 1 I \ DB. 82 PG.1 8-1 z I L Q + PROPOSED PROPOSED SEGMENTED RETAINING WALLS 011 ` > Of Of Z CO 0 53 3 9 N HVAC UNIT owc a a w w 79 - -- - 66' r w/ HANDRAILS- SEE GRADING SHEETS FOR W w _PROPOSED VAR. WIDTH I PARKING I h LOT % FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) w w m F- io7' GARAGE / z LOT N 1 - - ANDSCAPING AND ----- __-' I :NO AR PT:14+61.31 in w w I r , • o o �' I MAINTENANCE EASEMENT SIGN (TYP) I 11 N I j j m of LOT TYP.) x` F' ------ z' o owc � w m • L iI - y 78----------------- 6 iz'xzo' MIN. i� . c - - - - - - ' r z' 32 4 j " 66' L TRANSITION FROM ROLL-FACE°C p r 9q 6 6' 3 w j I m 5 �Jg9c ti 3 - I v SIDE SETBACK CURBING TO CG-6 CURB AT in '^ ^/� `'o. °P Z - ---5-------- DRAINAGEINLETINTHISLOCATION > 10' WALL MAINTENANCE EASEMENT . �. LOT �� / PROPOSED ti w I _ '? ' .- O ,,, ; 6' MIN. TRANSITION LENGTH oc PG 1gz gp> HVAC UNIT (TYP.) _ - - - GARAGE ( ) 9 5' ;�� ti --- - - '� ° o LOT I . ° I 10 PROPOSED 6' ]] 3 .-- ' .N+ i NI 10 TY') °+ SIGHTDISTANCE=17o' rvi I F... :::� / 1 6 to h az'xzo'LIN. I N LOT PLANTING STRIP LOT o / - ' _ w - v NO PARKING NOTE: RETAINING WALLS SHALL REQUIRE - - - w�' 66 .' ]6 PROPOSED __ ___ I? �I LOT fib ( Nl SIGN (TYP) BUILDING PERMITS. ALL PROPOSED I i o / ' �,Si u, o * HI - H ; E/ E� RETAINING WALLS SHALL BE ANCHOR SWM FACILITY j Iv h 9 L DIAMOND PRO COLOR "JAMES RIVER" m1 LOT 69' I i I ry Cyr � VAR. WIDTH LANDSCAPE � /` �>-'- i I I j I g8' � ~ I rvII AND MAINTENANCE EASEMENT is ��* � � - - X- - ;"->- `��� In •', PROPOSED 5' �� DB 38z, P-19ai' / i / _„' % Im PROPOSED GUARDRAIL I a) f NOTE: RETAINING WALLS SHALL i PROPOSED 5- / I I11 � $* L o 0 o m LOT ry CONCRETE SIDEWALK �'Sj�F?�° >>1 REQUIRE BUILDING PERMITS CONCRETE SIDEWALK o I D3° w N N N N NOTE: PROPOSED HVAC UNITS SHALL BE 11 S __�- �} / 70 Y r N 6] _ _ of F/N PROPOSED I °I LOT lv o a � N o n o ENCLOSED WITH A WOODEN FENCE PCI 1I I' I NIA C� PROPOSED SEGMENTED RETAINING WALL,` TOT LOT AREA rvl 1`(o + ROLL -FACE CURBING m ^CD 4 - - 1+6 w II _7 �7,� w/ HANDRAILS -SEE GRADING SHEETS FOR ® SEE SHEET 15 PROPOSED 6' 7 L Ni FOR DRIVEWAY ACCESS SIMILAR TO THE 6 FENCE ALONG THE I 4-57 %i H N+ t ` to 00 0 o SOUTHERN PROPERTY LINE. �� - _ r FINAL WALL HEIGHTS AND DIMENSIONS( TYP.) Lu - - _ _ O1 - ' I PROPOSED VAR. WIDTH LANDSCAPE I PLANTING STRIP / 71 jl �I------s7 -_ _ _-- 1 ANDMAINTENANCEEASEMENTi j W I I LOT w PROPOSED O illl I W 6 �I L9 LOT m B OCK Q _.-. . -. ' i �i 6 L io CG-z(TYP) E/PEP ^ 0 LOST j 1 75 PROPOSED •�� AC SIGHT a oo------T------- z' / 97' DISTANCE EASEMENT N 72 C5� TOT LOT AREA 3o'x3o' SPORT TMP 90-27B M FC FC (TMPGE SEE SHEET IS COURT h _ gl N m------- ' o I� / / z �[ M a ml N`;J---__-_ O STEVEN W. AND BETTY C. JOHNSON ¢ N zz'xzo'MIN, LOT ><I AMENITY AREA #1: OPEN SPACE 1 �e +0 1 r + I_ 97 uI N PROPOSED qH, II LOT GAR GE N 'I -= D.B. 1026 P. 715 ^I GARAGE 4 al COMMUNITY PARK oco I ry, o v . 74 m "� (1.00 ACRES) GAZEBO /ti Q u OS m') D.B. 629 P. 616 PLAT ZI LOT (TYP.) Q1 a •, R/W R/W wi EE LANDSCAPE PLAN FOR DESIGN h� (> I ^ 5 iz'xzo'IMI TRANSITION FROM ROLL -FACE N 9 zzxz°'MIN. FmLm o 97' (AI OF THE COMMUNITY PARK n CURBING TOCG-6CURB AT 6 w m o - 11 9' LOT 74' L + AND SHEET 15 FOR DESIGN OF h " DRAINAGE INLET IN THIS LOCATION PROPOSED 6' WOODEN PRIVACY FENCE TO BE F N wl FIRE PIT T °CIO , t RECREATIONAL AMENITIES (YP. 4 * L (6' MIN. TRANSITION LENGTH) CONSTRUCTED ALONG THE PROPERTY LINE j ry b ACTIVE RECREATIONAL AREA I PC: 1 5 SEE DETAIL ON SHEET 10 I I 97' LOT GRASS ATHLETE FIELD 8+33.45 75' B/G-B/, PROPOSED wl v PROPOSED 1 LOT LIL N m O HVAC UNIT (TYP-) O nl 73 CG-6 (TYP) o j N, .: * 7 LOT PROPOSED LOCATION OF MAILBOX KIOSK 3 L 0 - O Z 98 j FOR CENTRAL MAILBOX LOCATION STREET NO PARKING w 1 0l LOT 04 16, . P4r` `''°N JPROPOSED IGN TYP 1,y GA GE � Ozo'LANDSCAPING AND j LOT PROPOSED 6 SIGN (TYP) S ( ) r (Ty )MAINTENANCE EASEMENTTO BE j STREET NO PARKING ( ) ' HVAC UNIT TYP. CONCRETE SIDEWALK %/ 2 iz'xzo LIN. Q CL PROVIDED FOR PERIMETER 97 + ^� 1GN (TYP) 72 SIGN (TYP) m PROPOSED PROPOSED _ ���� I 79� r I I AS�ME T LANDSCAPING BUFFER STOP o T PROPOSED 5' a CG-6 (TYP) CG-12 (TYP.) _ SIGN (TYPJ SPEED LIMIT SIG LOT TRANSITION FROM CG-6 CURB J DB.538z, PG.138-1gz 4_ I I LOT L a CONCRETE SIDEWALK - m LANDSCAPING � m p 3. N TO ROLL -FACE CURBING 5' w 1 0 l - m m CC:18+ L _ AND MAINTENANCE EASEMENT j I I 7 PROPOSED m do1S A IMITS OF PUBLIC ROAD R/W o° ° 8a.8p_ _ _ _ _ J Q DB.538z,PG.138-i9z OPEN SPACE G I I _CG-iz(TYP.1 , - -- 86 - ---- a w a + 4 5 - o > ACRES I 7-- 1i '� ��n --- - ---__ 6'LANDSCAPEAND 9' F 16 Q w N STOP OPENSPACEE z 00 (0.10 ) -----______ MAINTENANCE EASEMENT (TYP.) yp) > w a / SIGN (TYP.) (0.02ACRES) ■ ■ N ■ ■ w Q _ --- DEI.W52,PG-138-1gz a n� a SPEED LIMIT SIGN r n - ' 0 10+ o - a 11+ o PROPOSED SIGHT151 k IZ� 22 T Q - a �.J PROPOSED VDOT STD. BARRICADE 10+00 5 011+00 5 1z+ z+So 5 13+00---- 13+50 w 14_ooi 14+50 o is +oo 0 1 + o o o w i 4° HVACUNIT(TYP.) 3 5 5 F - -0 --+-4- _ V - - I-- -- N - - e ° v7 I w w Z PRPOSED o STOP T - - ROPOSED GUARDRAIL J HVAC UNIT (TYP.) ~ �N W N LL BERWYN LANE SIGN YP.) N w °>�� Q J VAR, WIDTH TE STREET EASEMENT (T ♦ w z •: e -- ' _ 0 1,, , `.1 ---. - - ° -:. ", - 1 1 - -- 3:' ♦ 9, a i¢ a SOPARKING ATYP G _ _ _. 6 ?a' z6 z6' 20` y26' 16' zo' z6 ` *� I I I zT 16' 16' z°' 20` -.zT. _ •. a6' 16' .. _ . , _ . . I :. O = i - - - - 1T - -ym pR - (YP.) - SIGN LANE U o FRON PROPOSED 13 Z 16' PROPOSED 5' 16' z 3 16' NO PARKING'. C VAR. WIDTH PRI ATE W Q 6' LANDSCAPE AND - 19x MAINTENANCE EASEMENT (TYP.) ETBAC CG-1z (TYP.) (TYP:) ' (SYP;) CONCRETE SIDEWALK (TYP-) ' (TYP•) (TYP.) SIGN (TYP) ' I 4S8 - STREET EASEME T Y J Fw__- <� PROPOSED - 9 DB. 8z PG.1 8- a D6.5382, PG.138-1 I PROPOSED w w w �� PROPOSED WITS OF PUBLIC ROAD R/W 53 3 ao' LANDSCAPING W J CONCRETE SIDEWALK- L- J ' V J L- J I L -1 L__ __1 ^ L- L J L J 5' ; ° ^PEED LIMIT SIGN o I L J '�L J CG-6 TYP _ _ _ _ _ _ _ _ _ PROPOSED 6' 1 HVAC UNIT (TYP.) / CONCRETESIDEWALK F N h ^ t N< POSED AND MAINTENANCE EASEMENT ' *�STREET TO BE PROVIDED FOR PERIMETER u. ^if- D/P ::/ SIGN(TYP) ag* p LANDSCAPING BUFFER I I I LOT LOT LOT LOT LOT w OT LOT LOT LOT II-- LOT LOT LOT LOT ss.54 0° '%PRO D6.5382, PG.138 19z Ln (� LOT LOT Lu LOT LOT CG-1z (TYP.) I I 86 88 89 Ln 98 _ z TMP 90-27 84 g5 $ 90 g1 g2 94 w 6 9J 100 ry NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-7 CURB THROUGH Lu J 6' LANDSCAPE AND 93 0 95 9 99 F -_SIGHT BLOCK A THE 8' ASPHALT SHARED USE PATH AS NTERSECTION AND TIE-IN LL I ~� LOT 1A j MAINTENANCE EASEMENT (TYP.) WALL MAINTENANCE EASEMENT /C DISTANCE EASEMENT PART OF THE LANDSCAPING PERMIT PAVEMENT ROGER SCHICKEDANTZ - ----- - -- D�53 - ----- 10' _ !SET C-- -- ----• 5 }-- - -- N DB.538z,PG.138-192 0.56 AC _ _ _ _ _ - - - - - WITH EXISTING 3 D.B. 1244 P. 461 16' 16' zo' zo' '. z ' 16' 16' zo' , z6' 2 ' 2d I' • 16' 16'' zo' ' 23 R PROPOSED 5' PROPOSED 10' LANDSCAPING _ V! D.B. 629 P. 616 PLAT �I - /w CONCRETE SIDEWALK 6'LANDSCAPEAND a AND MAINTENANCEEASEMENT V / D.B. 530 P. 164 PLAT - I -n - � • • � - ' - � � ' � - • � �' ' , I SPEED LIMIT SIGN I NOTE: SPRING HILL HOA SHALL MAINTAIN MAINTENANCE EASEMENT (TYP.) ROPOSED PUBLIC ROAD R/W TIE-IN CG-7 CURB TO EXISTING DB. 8z P NOTE: SPEED LIMIT SIGNS WILL BE PROPOSED 6' I THE 8 ASPHALTSHARED USE PATH AS 53 , G•138-19a. REQUIRED TO BE INSTALLED UPON PLANTING STRIP ° 1 /• TRANSITION FROM PROPOSED 1o' PUBLIC CURB -MATCH EXISTING GRADE W I -- --- - --•-- PART0FTHELANDSCAPINGPERMIT OPEN SPACE F - _ Ln CG-7CURB TOCG-6CURB OPEN SPACE A - REVIEW DURING CONSTRUCTION + I ACCESS EASEMENT PROPOSED (0.63ACRES) BY PROPOSED ,$ �STREETSIGN(TYP)- -- ---�B' PG`- (0.06ACRES) L _ - - - - - - - - - CG-6 (TYP) -' - - -- _ _ BENCH MARK IS i SWM FACILITY - - - - - - - - - - - _ PROPOSED CHARLOTTESVILLE GIS i - - - - - - - - - I}� -CG-1z PROPOSED CD ROUSE-SIRINE �'\ -- - - - - (TYP.) - SHARED USE PATH_ _ _ - PROPOSED \ - - - - _ _ - - STATION 105 O PROPOSED8'ASPHALT 1.35 AC PLANTING STRIP \ ♦✓� - - - - - - N3882993.340 O O - - - L - - - - - - - - SHARED USE PATH \ STOP SIGN TYP.) \ \ ( - - _ _ - - - _ - ELEVATION 527 N - _ - - - - - - - - - - - - - - - 7 ------------------ - _ �---e-- == o � �-:tee, LE ± - - - - IFWRIN B \\ \ l/1/%l//1/1%11/l/r F PROPOSED -- -- �1 _ zo PROPOSED1o'PUBLIC ------------------ ------ PROPOSED o CG- TYP ------ ACCESS EASEMENT _ _ --------------------- CLEARZONE ---- 7( ) -------------- SIGHT61STANCE=665' ao' CG-1z(TYP.) PROPOSED - --------------- DB.� PG. - CLEARZONE CG-1z (TYP.) � - -- _ _ _ _ - - � W PROPOSED STOPBAR(TYP o Lu PROPOSED PROPOSED w m --- -- CG-3(TYP.) ---_ CG-12(TYP.) ♦ JOB NO. En ---------- U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) 4- XISTING PROPERTY BOUNDARY 4-SIGHTDISTANCE_66 - 182157 El ° ---- HWPB.1 PG.354 5 -- MAILBOX ❑ - - - - - - - - - �► .,,� ---- SCALE MAILB X NOTE: SEE ROAD PLANS - VARIABLE WIDTH RIGHT OF WAY ~ NOTE: AREA TO BE DEDICATED -----_ 13 = 0' oSIGN ° TO VDOT WITH A FINAL �7 OF ROUTE zo TO BE DEDICATED FOR THE y < MAILBOX SUBDIVISION PLAT = - -- --- SHEET NO. IMPROVEMENTS AND PROPOSED ROUTEzoIMPROVEMENTS ° ------------- ------ -- ----- INV IN, ENTRANCE DESIGN =0.07 MAILBOX I / ' I i i I � � I � ' Jill I\ NOTE: PROPOSED HVAC UNITS SHALL BE I I ENCLOSED WITH A 4' WOODEN FENCE, 'y \ SIMILAR TO THE 6' FENCE ALONG THE - HETIE-W PROPOSED I _ �_ G-6 TO EXISTING \ SOUTHERN PROPERTY LINE. CURB AT ENTRANCE VARI _ _ / � / I TO BIE DEDICATED ABLE IDTH RFOR TIGHT HE WAY I I PROPSHARED' USE OPEN SPACE C PROPOSED ROUTE I \ SHARED USE PATH � 742 IMPROVEMENTS (0.54 ACRES) TOTAL AREA = 0.123ACRES. I I I \ / � ✓ �� � / I DB.5382, PG.138-192 zo' LANDSCAPING No. 35791 4� 10/09/20�4 l'6" IAND MAINTENANCE EASEMENT z z ) LANDSCAPED TO BE PROVIDED FOR PERIMETER w w i PROPOSED SEGMENTED RETAINING WALLS j / BUFFER AREA I I I O LANDSCAPING BUFFER NOTE: RETAINING WALLS SHALL REQUIRE L I NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS - SEE GRADING SHEETS FOR PROPOSED 382, PG.138-192 BUILDING PERMITS, ALL PROPOSED O o i THE io ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) RETAINING WALLS SHALL BE ANCHOR u u I I / HVAC UNIT (TYP.) PART OF THE LANDSCAPING PERMIT /// i / DIAMOND PRO COLOR "DAMES RIVER" Z p a Z) z i / G LANDSCAPING AND - - H Z Z MAINTENANCE EASEMENT - 18' zz' zz' z' 28 r 1 O cco o f I _ / DB.538z, PG. 8- PROPOSED SEGMENTED RETAINING WALLS U I = oje PROPOSED 6' / /- / 6 10 REAR SETBAZK I �"� oul a a i I- io xs6 PORCH w/ HANDRAILS - SEE GRADING SHEETS FOR _, w w i I / / PLANTING STRIP i / / j / /29 io'xW PORCH PORCH PORCH -II LOT FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) H o . m m TMP 90-33 / i• �v PORCH - LOT I w .. w w i / / by v LOT LOT 2 JEANNETTE D. SMITH // LOT II p I 9 I Lu Inc a, I D.B. 4254, PG.118 2 31 DB. 8z, PG.1 -1 z W o 16 3 WALL MAINTENANCE EASEMENT PROPOSED (2) PARK / ��� �� �''/ �o�� , ti� \ e°SLOT °D 53 3 9 > uj 5 BENCHES TO BE LOCATED e / y 1°+ e WITHIN AMENITY AREA --j --I \I I FOR FUTURE BUS STOP ��S� • BLOCK E''°+'�� -- 1 _ / 6 LOT \ \ _ _ NO PARKING ,y'L � °� � \ SIGN (TYP) -� b , \ / e 3 \ y, _ _ b _ 1 o LIMITS OF o PRIVATE PROPOSED 1.2 7 AC ' \ LOT \ ' \ _ - - g, - + 3 \ I P PROPOSED - HVAC UNIT (TYP.) I � �' 0*'6 � � �\ \ • - - - zz' - o ACCESS EASEMENT FOR ALLEY \ 5' y9 ac 36 \ - -z I DB.5382, PG.13 -192 CONCRETE SIDEWALK / / /� - 2'1 ' \ LOT � �ye' , Z i -�• ;. •, , •.. I / ly. / _ _- ---_- - - - 1�RL�. 3 \\ c, /y. •' I - \\ T N 12+ AR NOTE: AREA TO BE DEDICATED TO VDOT i1o' zz zz' 6 0 00 �F WITH A FINAL SUBDIVISION PLAT ti/_ °° ' \ 5o TMP 9 35A1 N ioxi6 a PROPOSED 6' (. N 12+ e - ANG HOLDI GS, LLC " d / i PORCH io'xg6' io'x16' io'Xafi' \ LOT 2 N n o / / -_-_ PORCH PORCH N\ \ PLANTING STRIP' cnA y - T - D.B. 1026 . 715 R D.B. 657 P. 2 4 PLAT 0 STOP LOT LOT II --- LOT ��\ v �, oo ,v zam o / LOT PROPOSED 5' > 2 p v o 0 0 o N SIGN (TYP.) i All E I • AREA #5 42 [F1 p 39 \\ \CONCRETE SIDEWALK �� s1r5 + + I r N N N N N 4 N ENTR N E PARK \ �(. o ROPOSED GUARDRAIL ¢ o PRI+ I n \ 'NO PARKING y 50 CG-1z (TYP.) SIGN (TYP) `6 TRANSITION FROM CURE I \ 00,- - _O ROLL -FACE CURBING I N rn o �Ox q PROPOSED 6'1 �`�Dry 7 I O PARKING SIGN (TYP.) PROPOSED 6' PLANTING STRIP ?,,, • So _ m; lz \ ,QQ < JP 053 O LOT N° -1 SPEED LIMIT SIGN I P PLANTING STRIP + STOP h �� 0• r 28 L EXISTING PROPERTY BOUNDARY - �� PROPOSED o _ -_ _ _ TYP.) \ \ / 0 z9' + z - - _ SIGN (TYP.) A )i o Q PROF OSED 6': r L9 CG 6 (TYP) ' PROPOSED"Zo% yoh :SIDEWALK 1 d LOT [ ', W o 6.26' PRIVATE SIDEWALK CG-6 (TYP) i i PROPOSED ASPHALT j EDGE OF PAVEMENT / � O PROPOSED 6' WOODEN PRIVAC CONSTRUCTED ALONG THE F SEE DETA I I 6 - I ACC SS/ & MAINTENANCE EA NT ti / - 11+So - _ _ F NO PARKING�CONCRETE SIDEWALK L I N DB.5382, PG.138-192 I ISTIR _T M /SIGN (TYP) \ ` " r a DAUPHIN-$z+ o _ N `v az+so 4 -` % S SIGN (TYP) li (0.183 ACR 5) OPEN SPACED 1L 6T L �n h OPEN SPACE B (o I� ?'... DRIVE STREET 1 *� H.; ' W a (0.09 ACRES) CV R.WIDTHPUBLICSTREET 2 �% SIGN P) BLOCK C PROPOSED PUBLIC R/W S'F ;. e,�� / R r v Q M -� 3S I z OPOSED A LOT m - M NTS3x'o .39 C d / ET qC o SI : CG-1z (TYP.) AMENITYAREA #I 2 1i i m PROPOSED PAVED TURN LANE ALONG AVON STREET EXTENDED ro LOT - _ _ z' _ _ Az \ DOG PARK 5 L 0 1 I< u iz' 42° SEE LANDSCAPING PiLA z a 8 O Q z' - - v LOT + Z 43 Q tee. o �� FOR DESIGN OF! I',ry N ROLL -FACE CURBING CA PROPOSED 1o'ASPHALT LOT ° N (TYP.) NO PARKING 24 u FOR DRIVEWAY ACCESS 04 Q SHARED USE PATH % oN SIGN (TYP) r Ox DOG K L PROPOSED I CV _-xT (�DSCAPED 44 i w z i ��` sO HVACUNIT(TYP.) J a a 6' LANDSCAPING AN `` \ PROPOSED 6' LOT Q CL BUFFER AREA °� LOT PROPOSED 6' MAINTENANCE EASEMENT \ ` ry CURBINGTRANSITIOTO CG 6M URB AT ROLL -FACE a x. PLANTING STRIP 1� / ti I PLANTING STRIP ° DB.538z PG.138-10 r \ \ d° 23 L n }, I _ / �46 45 f PROPOSED 5' o\\ PROPOSED 5' - DRAINAGE INLETIN THIS LOCATION wW�// / CONCRETE SIDEWALK \ : CONCRETE SIDESETBACK (6' MIN. TRANSITION LENGTH) J LL o \ 0 5' / PROPOSED R R LOT LOT OPEN $ ACE I `\ SIDEWALK - - _ Y o I WALL MAINTENANCE EASEMENT > Fq LOT LOT r� \ ' . _ } J / HVAC UNIT (TYP.) ` SFp6 % 46 47 48 (0.21 ACRES) ' \\\Cy ��x Q . DB.538z, PG.138-1gz .TO BE \3?• (/` j ^I 49 \ \\� o0 5� PROPOSED LOT m I N, 1 TYLINE \ m \\�\ WI i l l SIGHTDISTANCE=17o' I z / B LOCK G \ \ r CG-6 (TYP) iEET 10 WALL MAINTENANCE EASEMENT PROPOSED PROPOSED SEGMENTED RETAINING WALL \ \�\ 22 L n I W /I 1.47 AC I D8.5382 PG3 HVAC UNIT (TYP.) w/HANDRAILS- SEE GRADING SHEETS FOR \\\ ((w�� J \\ MAINTENANCE EASEMENT_ -- ------ - - --- - -- ----- SIGHT ) \ \ b �0 �� N1 �I°D i I STREET EMENT H `J �6 9 10' REA SETB�tCi FINAL WALL HEIGHTS AND DIMENSIONS P. \ d O I �\ \\o� �( LOT i Q � D6.538z, PG.138-1gz VAR. WIDTH DB.S382, PG.13 -19z \ 0 21 PROPOSED I J SWM EASEMENT 0 I J fOPOSED 38 -- 3z'-------3z' -- DISTANCE EASEMENT zo' LANDSCAPING I pp l DB 538z;1 - - al - - - - 8z, PG.1 8-1 \ 2 I HVAC UNIT (TYP.) Q J 1: }---- - 53 3 \0 0 v0 ° LOT* SWM - - - - - - - - - __ PROPOSED 8' LANDSCAPE AND MAINTENANCE EASEMENT Y - AND MAINTENANCE _ - 8' �\ �u _ o^ I = ~� O zi - 20 + PROPOSED SEGMENTED RETAINING WALLS TO BE PROVIDED FOR PERIMETER FACILITY '' i _ _ _ _ _ _ _ - - - - - - zz - - u U LANDSCAPING BUFFER L EASEMENT _ zz' \ \ 0 \ N w/HANDRAILS- SEE GRADING SHEETS FOR zz - � -tN--I -- / PROPOSED 5' ASPHALT PATHWAY - io' ACCESS & Z�\\ nl ai - !, FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I Y Q I DB.5382, PG.138-192 / _ _ _ 36 _ ---- lo' f2EA SETBACK( MAINTENANCE EASEMENT o\\\ LOT J J I / _ I I R'5382, PG.138-3�9 `n 19 L. = I LLI 0 75 A zdxz6' I 10,X16' io'x�6' io'xi6' \ I. GRAPHIC SC ALE - PROPOSED 22 ) _ AREA RESERVED FOR FUTURE �I y2 - 6 \ zo CN io'xi6' PORCH PORCH poRCH PORCH \ ^ ml\ y I I I � � HVAC UNIT (TYP.). x%`' I I II �o'z16' poRCH LOT LOT LOT LOT � � \ COMMUNITY GARDEN, IF DESIRED Vo N Poe I I PORCH OT 1 5p PROPOSED 6' e j o.11 18 SETBA m NOTE: RETAINING WALLS SHALL REQUIF BUILDING PERMITS. ALL PROPOSED RETAINING WALLS SHALL BE ANCHOR DIAMOND PRO COLOR "JAMES RIVER" I I I I I I I I I I PROPOSED SEGMENTED RETAINING WALL -- oxy6' \ pOR` LOT LOT 5 52 5 PLANTING STRIP o �11 w HANDRAILS - SEE GRADING SHEETS FOR / , 4° - \ ' R LOT 5400 a0 n \ 0 0l LOT GARAGE .;I / (TYP ) �', �\ x1cN p°LOT 56 0l0 55 I TCIILIN A-SIES EET4111 I\l \(lit . I, Nl 1 sa'xzo'jMIN. uaI N 1 FINAL WALL HEIGHTS AND DIMENSIONS TYP. 6 I - � 1° M \ K 1 Lncli = dU It, w ,e� .00 49 -- 1°x1cH poR o )PROPOSED VAR. WIDTH LANDSCAPE _-I II I NO PARKING 4 SPEED LIMIT SIGN NO PARKING I I LL I OPEN SPALt H _ , - p°R OT 8 \ \ I I tl �I SIGN (TYP) • y� r h� SIGN (TYP) I m AND MAINTENANCE EASEMENT I I � I aol LOT 16 ' - II m I 0.83 ACRES r R z -- STREET PT:1 +zo.ii \ N ( ) LOT 59 I _ s as In r \ I 0o NT CK - - - - _ 1 STOP SIGN (TYP.) L PROPOSED GUARDRAIL v I I �� fi0 v�� _ - z� 2-z' zg� SIGN (TYP)v w IMITS OF PUBLIC ROAD R/W PROPOSED 8' WIDTH LL j y 9 s N y\ �\ o _- jI \\ ------ LANDSCAPING AND i� 3 I LOT N d\ °- q\ �. 23' 3. a 1 I \ 1p0 II 4 1 MAINTENANCE EASEMENT ¢� 61 J\/ y' a-_ -- 4 26 v 1 +50 16+0o PG 15+4 .6^ 6 L--- 17+ to III vI PROPOSED 9 V a LOYOLA W Y 5+ TRANSITION FROM CG-6 CURB 15+0o C_ (TYP){- PROPOSED STOP m _ J - 30 3 TO STRET ~ TO ROLL -FACE CURBING _ BAR(TYP.) _ 5 - EASEMENT PROPOSED Z I I �'> LOT _ • _e1� - 51z'R 16+ o \ 17+0o W Y O I 62 �� \ \\ 14+5Y�� •i �'. j ,', tp •`I' i , - 2�� C.G-z (TYP) - I14xo° - �- L ' PUBLIC STR - :', ' .r ao 4 2 y - - - - - - - - 4 r LOT 3z' _ ,n- ,2 STREET SIGN (TYP) 9 00 PROPOSED 1 WALL MAINTENANCE EASEMENT C3z - ---- N --- El12kIYP.) r D8.538z,PG.138-192 ` 63 - {.. .I LOT GAR GE - 18' I 2 - I l o_ I o Cry ) N 1 (PROPOSED 3' DECORATIVE WALL ��Q' ° z�_ _ - - - o b 1 15 1 0 NOTE: WALLS 3' IN HEIGHT OR LESS DO ` y3k5 _ TYP. STOP SIGN (TYP.) I u'zzo' MIN. All, Zti_ ( ) I I � L I o PROPOSED8 WIDTH NOT REQUIRE RETAINING WALL PLANS) 4 R x 41 - X D + PT:16+oo.-LOT 66 ;II ANDSCAPINGAND ro /j' Co L PG 1 +o o MAINTENANCE EASEMENT I � � .- - � �� 3.7 PROPOSED s,� f p t 1 TMP 90-35 I � HVAC UNIT (TYP.) PROPOSED 6' � ` � 6' LANDSCAPE AND m I I I E/P E/P I o 4 L � 30' PRIVATE PROPOSED 6' z PLANTING STRIP / 2 MAINTENANCE EASEMENT I LOT 181 I � I DUANE E. AND ROWENA M. SNOW PLANTING STRIP 66 ALLEY EASEMENT * DB.5382, PG.138-192 H -�i g \ C DB.538 PG.13 b m o D.B. 702 P. 792 ----�--- a ° z 13 MIN:)' D.B.657 P. 234 PLAT 6' LANDSCAPE AND ` '� x° 0 9p PROPOSED S' m I '� y5 0 'a• T< v LOT LOT F/C F/C b NOTE: RETAINING WALLS SHALL - - - - - - - - - MAINTENANCE EASEMENT ti +s A cF CONCRETE SIDEWALK 1 66 m I i DB.5382, 8-1 \`v' 'a o�✓ \ \. LOT LOT 82 83 1 I I NI LOT j 1 REQUIRE BUILDING PERMITS v l GLANDSCAPEAND I o ° J I� LOT 81 MAINTENANCE EASEMENT `^ �v NO PARKING._ ��'" LOT � v 80 �1 I I _ I + +' I I - 42 I � ', o 64 SIGN (TYP) : ao DB,538z PG.138-19z I N L Q + PROPOSED PROPOSED SEGMENTED RETAINING WALLS HVAC UNIT (TYP.) w W JOB NO. 182157 SCALE III _ 3O1 SHEET NO. 5 -------/ I I INAIt tIVItIV I �' I ! " NDSCAPE ' 38z, P . 3 -1gz )� r III _ n it I -I� - VAR. WIDTH PZtIV�T j CNTEN C� EM T II al a i 18 L II LOT 53 LOT 52 LOT 51 LOT 50 1 DRAINAGEEASEMENT - LOT 54 53 3 9 / - o IV TE o, II DB. s2, PG-� s-� 2 � - � � LOT 5 LOT 55 , I II � ° � I .I LOT 57 -# a LOT API�IIGAQE SEM AID A, E E T ATC I LIN - SE ISH T7 II �� � 17 i Ili SWM ACCESS - \ / 5382, 138-1 OT 5 D •�.'53 z,l G.1 8ngz II I �� I J J & FACILITY EASEMENT \ " ` / OT 5 - --- MH-z7 --- I ` // vi�\ I LOT II .I DB.5382, PG.138-192 / \ VAR. WIDTH ACSA, MH-z6 L ; d 'I OT 60 UTILITYEASEMENT(TYPJ I 16 io' PRI ATE \ \ \ B.5 8 1 - _ - - - _ - -- \ \ n L- DRAIN GE EASEMENT i 10' IVA\TE LOT DB-5382, PG.138-1gz _ - - a - e n \\ •„ r AINAGE53EASEM T 61 �DB .8z, P1G 138 1 / 1 ,' ••� MH-.25 -.\ ;,� _ "',,, ��II + PROPOSED 8"x8"TEE 7 531 LOT i Si 15 50. 16+00 gi- C-) --- -(z) _ g" G.V. i i 62 VAR. IDT PRIVA v o L p .11 -�9 00 _ _._. -w -. 17+00 DRAINA EASEMEN X 14 S -� -" -"- I o i I D6.536 l 136 1g2 04 LOT I •I i 'I. •d �:' -- - - - I I 63 PROPOSED8"CL. �'--- - DRAT zG G 3 9zNT I °I LOT a III 6' LANDSCA E 52 D.I. WATERLINE j o - _ x6 PROPOSED FIRE HYDRANT i MAINTENAI €MIEN\ _ _-- q PROPOSED WATER OP ED VAR. ID_TH � I ! I D6.538z, P�. 1 \ _ >'� SERVICE LATERAL(TYP.) LANDS APE ANDASSEMBLY WITH 8"x6"TEE PROPOSED 8" IN -LINE G.V. - 6' L INDS APE AND II MAINT ANCE E EM Nf I 14 L 1o' PRIVATE MpgA• I HYDRA PROPOD FIEDRAINAGE EASEMENT i --'THE2 NpG.CE EAS 'MI EN LOT NNiL88OA3TNDZI LLOOTT � - I 7L}<I III VI DB.538z, PG-1 8-1 2BLY WITH 8x6TEE I53 13 POPOSED A.R.V. I LOT °ILOT 80 82 I PROPOSED SANITARY 79 VA .WIDTH PRIVA E _ , ' NT I VAR. WIDTH ACSA ��' /> EWER LATERAL (TYP. �, DR I I UTILITY EASEMENT (TYP.) > / P DB. 38z, PG.138-1g I j LOT it DB.5382, PG.138- 2 % LOT V WIDTH IVAT - ------ 7 i I i LOT x°° DRA AG ASEMENT _PROPO ED VAR. WIDTif�t�(NDSCAPE I i �Pil 78 - --- 41 - - - I rox % AND IIN I ENANCE E EfVIENT- - _ _ I _------- I I - h • ; � 6' NDS PEA PG.138-1gz - � •;> I I I I 65 ' / AINTENA E EASEMENT _ -- �- w 11 I I I io' PRIVATE DRAINA - .------------- 10 WALL - I I � ; ��: � ;/ 82 PG -1 z �� � _ w I � i SEMENT 53 9 LOT i MAINTENANCE ! - � '� '� - - - - - �- �°' I EASEMENT DB.538z 13 % 77 / v oI 1 LOT f 1 _ - "� DB-5382, PG.138-1gz - \ 10 J p LOT i/ / 00 L / \ \ LOT i a s1 II li TMP 90-27B ! 166 PROPOSED WATER 76 r: 'y'� / x LOT r STEVEN W. AND BETTY C. JOHNSON ! I f SERVICE LATERAL (TYP.) o° / ! + ED VAR. WI H LA . SCA /:::.::: • :::. ; .. - I 9 L D.B. 1026 P. 715 / - - D.B. 629 P. 616 PLAT - _ ��� ANQ MA TENA E EA$�iYlE LOT 1o' PRIVATE \ - - - t0 II 67 i( \ SIGHT i° i IL DIST N ASEMENTDRAINAGE EASEMENT i I ; I ' �'. � ' ' \� � � c`' LOT DB. 8z PG.1 8-1 z PROPOSED FIRE HYDRANT 53 3 9 I ASSEMBLY WITH 8"x6" TEE - - - - - - DB 8 , PG 138-19z O I1 1 7 m 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 2o' PRIVATE DRAINAGE EASEMENT DB.S382, PG.138-192 PROPOSED 8' WIDTH LANDSCAPING AND MAINTENANCE EASEMENT IH-13 I I NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) - 'PRIVATE ALLEY EASEMENT D6.5382, PG.138-192 ------ -WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 2o'ACSA UTILITY EASEMENT TMP 90-35 D6.5382, PG.i38-192 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 GRAPHIC SCALE 30 0 15 30 ,60 ( IN FEET )0- 1 incli - 30_A-. No. 35791 4� 10/09/20�� IONAL E�Gl z z i UU U Z O¢ z z I a O cc U U U m w J i - w O c=i) ¢ a I � w � w I`1 Z 0 � m m m z a / oc fic WCC W W w w � Ii li u1 I to t LLj 0C � I CD CDO CDN N N N �0 Q N N N . ON�1 N rj - i 1 I -- zo PUB IC • I zo' LANDSCAPING AND - LOT - -- MH-2 f- + DR ....-E SEMENT MAINTENANCE EASEMENT TO BE I I � � I I ' � LOT, , I 6 LL9 PROVIDED FOR PERIMETER ! I I _ I 75 D 538z, PG. 38-192 �/ C4 I � i PROPOSED SANITARY 3; LOT y- SWMACCESS�& �i4^Il.i------------------ SEWER LATERAL(TYP.) LANDSCAPING BUFFER - FACILITY EAS MENT Z III PROPOSED WATER - DB.538z, PG.138-1gz ! 68 I PROPOSED SANITARY SEWER _ rl I I � !I DB. 8z PG.i 1 2 SERVICE LATERAL (TYP.)---� I SERVICE LATERAL (TYP.) 53 r 9 = O,l --- III- t PROPOSED 8"SDR-26 PVC I LOT NOTE: ALL 4-STORY RESIDENTIAL UNI S WILL REQUI E ;' _j LOT L it RECORDAT ON INFORMATION: M I Ir • I M SANITARY SEWERAN ACSA APPROVED BACK W DEVICE. -1 Cl(TY) - I 74 I I CS 0 C 0 , I - I Q I THE SUBD IN PLAT FOR THE PRO CT IS I I I I 1o'PRIVATEI, � f I cj LOT INA E ASEM II L ll RE RD IN DEED BOOK z P . 1 -i z. N I DRA G /� I I CO 00 8 8 DRAINAGE EASEMENT 69 . ° I I = = it DB.5382, PG 138-ig LOT r N 3 9 10' PRIVATE I I I o I I - I I ~ 10' PRIVATE DRAINAGE EASEMENT DRAINAIGEHASEM NT 4 L ALL ACSA UTILITY EASEMENTS SHOWN HAVE BEEN pg•538z, PG.138-19z I +'I PLATED ITH THE SUBDIVISIO PLAT. r-I- --t LOT DRAINAGE EASEMENT DB•5382, PG.138-192 53 2, 138-1g t I LOT r N 1o' PRIVATE I r . 73 DB.538z, PG.138.19z °' .Y O DRAINAGE EASEMENT LOT �I ��� 3 L O� 70 - - i I H I I - N DB. 8z PG.1 8 1 z - I Q I _ P P ED D -z 53 3 9 I . -� I - _ RO OS 8 5 R 6 PVC PROPOSED 8 IN -LINE G.V. 3 1 1 L SANITARY SEWER ( ) I AN EE DEME �I i PROPOSED IN -LINE ROP " IN NE G.V.GVi R TYP. PROPOSED 8" CL. �r' � I � � N J it 52D.I.WATERLINE / L Q ' - LOT +y I i I (UTILITY EASEMENT (TYP.) S2 D.I. WATERLINE r l 2 MA NTEN C 0 LOT VAR. WIDTH ACSA PROPOSED 8" CL. , � > DB.S38z, PG-1 z o I 72 LOT L PROPOSED 8" DIP Ill I b6.538z, PG.138-1gz ,III 1 l SANITARY SEWER (TYP.) LLI i I � LOT ' .' I PROPOSED FIRE HYDRANT � y_ ••� � °' r __ I 71 ASSEMBLY WITH 8_j Ill "x6"TEE- / J ----------- ------------I o > . - - o,PROPOSED FIRE HYDRANT - Q -- > - -MH-21 ' �I - ---- >. -- WITH 1 3 yy�� ASSEMBLY W 8"TEE L MH-20 Lu z ------------ - - ---�- I - -I. - IJ r - - -7-� f -----_ -- - W a _ -- - _ I (I''► - ---I - _-- --pB.5 82, PG.138=19z _5 _5 �.L a PROPOSEDTYPEA ~ (D J 77�7 VAR. WIDTH ACSA7 - - ° + = - � - - - - - - - - _ ` o _ �5+� p BLOW -OFF ASSEMBLY J a UTILITYEASEMENT(fYPJ //. - 10 50 - L - - = - -11+ o - -r1z+o - - - 112+So -^- - 3+oa - - --� - _ _ 1 So -` - - - - �.- - - - - - DB.538z, PG.138-1g2 _ - J zo' PUBLIC - - - -- - h° - - = J 1 % 5 1� DRAINAGE EASEMENT PROPOSED 8 x8 TEE 53 3 9 PE A PROPOSED 8" CL t­fPROPOSED 8 x8" TEE \ / & (3) - 8" G.V, I- DB. 82 PG.1 8-1 2 - -- - - - _ I - - PROPOSED TY AND (3) - 8" G.V. I Y J BLOW -OFF ASSEMBLY I 52D.I. WATERLINE W 6 LANDSCAPE AND NOTE: SANITARY SIEWER MANHOLES WITHIN THE CAPE A i - - 2o' LA DSCAPE AND -J L-J L - L-J L zo' VAT ,� MAINTENANCE EASEMENT i I L J L _ -J ROADWAYS MUST BE INSTALLED WITH THE MANHOLE - J I I I E-f SEMEdI \ .' � O / _ _ _ _ - � MAINTENANCE EASEMENT - DB. 8z PG.1 8-1 2 i DRA G EMENT VAR. WIDTH ACSA - - - - - - 53 r 3 9 TOPS FLUSH OR SLIGHTLY LOWER THAN THE DB. 8 PG.1 8-1 z 9 ���i-----UTILITY D6.53 2 PG.138-19z Ln 53 3 .8z, PG.1 -1 z TMP 90-27 PROPOSED TOP OF FINISHED ASPHALT O r i" U) I 1 20 PFjIVATE DB.5382, PGA38-192 DLOT 1A LOT LOT Z L' DRAINAGE EASEMENT ROGER SCHICKEDANTZ LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT „ NOTE: MI-1i IS THE END OFTHE SPRING HILLVILLAGE- ROGER II o /6B•5382, PG.138-19z 20' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS W D.B.1244 P. 461 84 85 86 88 90 91 92 94 96 97 100 w UTILITY EASEMENT I B. 629 P. 616 PLAT $7 $9 �il - - - 93 95 99 I _ +I / D6.5382, PG.138-19z 20' ACSA SANITARY SEWER LLI I --I EASEMENT- DB.5328 PG.7o6 D B. 530 P. 164 PLAT SIGHT I '- o' PUB IC a ; / I TANCE EASEMENTIII - + - NOTE: SEE OFFSITE SANITARY SEWER PLANS � > _ / DB S38z PG.138-192 FOR CONNECTION TO EXISTING SANITARY SEWER D AGE EASEMENT VDH. ! L I- -so' WALCMA NTENANG 4 I I MH-11 v / D6.538z, PG.138-192 MON. ! ' i PROPOSED 10' LANDSCAPING EASEMENT g - BENCH MARK IS J 1 DB.5382 PGA38-192 6 I AND MAINTENANCE EASEMENT I- - - - - CHARLOTTESVILLE GIS w - I _ _ 10' PRIVATE DRAINAGE EASEMENT � _ Aproximate :. :. \ 1)I3 G.138-19z !. - +III I NOTE. EXISTING OVERHEAD UTILITY LI L - - - ROUSE-SIRINE Va Public Service Esmt. : • . - - - - - SWIM ACCESS & ----THE FRONTAGE OF THIS PROPERTY SHALL BE ALONG -I _ i OS�'� _ - STATION 105 / D.B.221 P.305 !V. ` 1 :� o ALLComm- - - - - - - FACILITY EASEMENT V T I � � REMOVED AND INSTALLED UNDERGROUND. 3882993.340mi Pole ! i l 8z PG a 8-" I - - ault_ E"N_482334.683 .. • :: ' :. : ; / - - - - - - - - . - ASSOCIATED POLES SHALL BE REMOVED. - 5 O ! _ -_� ----- 53 3- - z - -- 1--- Fiber opt -- EXISTING UTILITY POLES - - - - - - - - - I P \, ELEVI0h1 527.7t OHE OHN r �.. _ _TO BE \ I ' -- ---- ----- ----- II --- --- \, II O - - ------- ! P Qne_ \\ �j - - - - - - - - - - - \ \ - - - - - Pole -------------- ---- r----- - - - - - - ----- ---- ---------------------- - P - - -------------- - - - ----- e'' =-- - -- - - \ \ ON --- --------0 \ ---- ---- C3----- EXISTING ---- ------ tie -- `- - „L„rp����illim���l���io��ilii�o/////i//O/l%///I///////I/1/////I/////f//D/1/%///I//////////l///I�/// 1///I/ //1/ L - - - -OHP - - - - - - UTILITY POLE d61 TO REMAIN _+ ' - - _oHr o zv ------ - SIGv----------------------- --------- P EIN ;.s•e °o ----_ __ ---------- - - - - -- - -- b --------------------------- PROPOSED LOCATION OF o N Lu ~ UNDERGROUND UTILITIES - - - -------- --- VAR. VAR. WIDTH U IC -- DRAINAGE EA MENT -_ DB.5328, PG.7o6 * cos No. -- ----- U.S. RT 20 (80') SCOTTSVILLE ROAD 55 ( MPH �" 1� - EXISTING UTILITY POLE__-_ - ------- 182NO. 157 ❑ ---- ------ HWPB.1 PG.354 _ - - _ _ TO REMAIN SCALE MAILBOX '01i _ _ _ _ �� - NOTE: EXISTING OVERHEAD LINES ALONG THE FRONTAGE- -_ �j '�------___ _,56a0 o MAILS X' _ - - OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED - EXISTING OVERHEAD _ - - y _ _ _ --'- 1" - 3pI D UNDERGROUND. ALL ASSOCIATED POLES SHALL BE LINES BE RELOCATED o GN ❑ -- - --- SH 0. ONTRACTOR TO COORDINATE WTIH UTILITY PROVIDER O MAILBOX - )HT OHN � '' ---_ - HT OHTV - OHT OHTV UNDERGROUND AND RELOCATE EXISTING UTILITIES ALONG ROUTE 20 / oleO o Phone INV IN MAILBOX - - 6 r r EXISTING 12" DI WATERLINE / I / io PRIVATE DRAINAGE EASE DB�5382, PG -192 \ / -- ---- _ --- ----- -- - 10' PR VATE�'',, r/ --- li LOT LOT Ili I i 6' LANDkAPE AND D" AGE EASEMENT Q \/ LOT LOT LOT 29 MfNTENANCE NIT B. 38z, PG 192 \ 32 31 30 �I / DB5382, PG 9z 33 ,I PROPOSED 6"'go° BEND TO it LOT FIRE HYDRANT ASI SEMBLY V ' LOT \I --- WIDTH r % s LOT UTILITY EASEMENT - ----- I - , � I I -/// - /� /NOTE: MUST BE INSTALLEDW PH THE ANHOLETO SLUSLOT 3 53 - _ �I EXISTING 12" DI WATERLINE / �' ^ y WITH _ PROPOSEDTO O FINISHEDASPHALT r/ - - 37 PROPOSED6 F PUBLIC -- - - \ N Q SGP REA z D.I. WATERLINE /E � _ - - - - - - ' � " D I GE EASEMENT ------- � MAI EMEN � � LOT 5 �• „�^ _ r / � 53 �3 9 - ----I LOT 12+0o I� z Sod \ � � � �o 8z PG S-1 z ------ I E ` l DB. - , PG-138 �z _ 3 i / S / LOT LOT PROPOSED 8" zz.5' BEND. 442 41 LOT I 39- - " AR. WI PUBLIC PROPOSED FIRE HYDRANT n io'-PRI AT �P / ASSEMBLY WITH8"x6"TEE PROPOSED8"CL. DRAINAG EASE EN • �, DR GE EASE T 5 E 53 , - 3 9 5382PG -1gz �D.I. WATERLINE IDB. z P 1 8- z FH ' w�� / % I� f - _ �- �� r W� �� �MH-19 / � �,� `�•�, � 21+5 NOTE: CONTRACTOR I I I L I I +vo s / LOT I DAUPHIN D E SHALLEXTENDWATER. 26 L PROPOSED 8" SDR-26 PVC LATERALS TO UNITS SANITARY SEWER (TYP.) LOT ° .' PROPOSED FIRE HYDRANT_ I I � LOT �� t- �� ASSEMBLY WITH 8"x6" TEE � - _ �• ' 43 -3' _ \ \ II MH-i8 - - _ - - __- e 1 �\' oy°0 SERVICE LATERAL WATER LOT , � �, � � r" < PROPOSED WAT D 1�1 i SWM ACCE DB.53 zo' LANDSCAPING AND MAINTENANCE EA TO BE PROVIDED FOR P LANDSCAPING BUFFER DB.5382, PG.138-192 1o' PRI ATE DRAIN GE DB.538z, PC i I i io' PRIVATE DRAINAGE EASEN iDB.5382, PG.138-1 I i l I NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. _ L 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY NOTE: EXISTING OVERHEAD UTILITY LINES ALON SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. THE FRONTAGE OFTHIS PROPERTY SHALL B 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. REMOVED AND INSTALLED UNDERGROUND. AL S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL ASSOCIATED POLES SHALL BE REMOVE[ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. CONTRACTOR SHALL COORDINATE WITH UTILIT I i i TMP 90-33 PROVIDER TO UNDERGROUND ANDRELOCA-1 GRA HIC SCALE EXISTING UTILITIES ALONG AVON EXTEN EE JEANNETTE D. SMITH EXTENDE[ D.B. 4254, PG.118 0 o is ao so � 120 I I � ( IN PPT ) I I inch Ft. I I I pNE� I � I I � I i I CONTRACTOR SHALL REPAIR ROADWAY i ,� I pHE�� � ri o�� �-� • I TIE-IN TO EXISTING 12" DI WATERLINE WITH PROPOSED 12"x8" T S & V / LOT 1 I ) 7�� ����� �� / �' 24 44 1 'PROPOSED SANITARY i MH-1 - \\ ��� �' ' ,fix __ I WIDTH �� LOT SEWER LATERAL (TYP. ��� ` x ° r Z ( '..I [EASEMENTENT PROPOSEDWx6"TEE LOT VAR \• •-' i 23 ' 3 3 9 / �� 45 B538UTILITY GA3 -3.92 O ( 1 -8 \ \ i GE EASEMENT "G,V. 1 - 6" G. .. ------------------ \ � � 53 3 9 PG. z I .� \ •\ 1 \ i O 8 PG.1 LOT VAR. (� 82 PG.1 8-1 z I / � LOT SIGHT (STANCE EASE E T 10' P ATE �,pg DLITY & DB/5382, 138-192 46 LV I .53t,L�F9 ---- ----- - ASEMENT �� 47 49 go'IPRIVATE�X'FXV A -- PG 1 8-1 z \ ; VAR. WIDTH RIVATE 48 DRAINAGE EASEMENT „x oo. LOT DRAINAGE E SEMENT 8z PG.1 8-1 z " - - 3 9 DR PRIVATE 3 9 \ 10' WIDTH PRIVATE 22 L I DRAINAGE EASEMENT / DB. 8z, PG. 8-1 z WALL AINTENANCE 53 % 53 3 9 UTILITY EASEMENT -� D6.538z, PG.y38-19z ! EASE NT 1 _ _ W - = _ - - - - - - ---- - - -- -- - � �' B. 21 i W III O cn 10 PRIVATE � � io' AC��SS T \ - -Y--- - - - _ DB 51 8zGPG 38 gzNT I DB.5382 38z /,..:.NTE _ RENT METER I VAR, WIDTH PRIVATE i DRAINAGE EASEMENT - EEASEM€44 _ _ - - - =z ___i---i \r ' 10PRIVATE - i 8z PG.1 8 1 2 . - - -- --- --�- \ LOT DB, PG.13$-19r 3 3 9 - - - - UTILITY EASEMENT .538zI II - -- --- -I - - - THIPUBLIC `�r �� 3 , V138-i9 i 19 _--- --- I AGE EMEN u U r II _ -- PROPO NDSCAPE r INTEN C�' EM r\Ili LOT 53 LOT 52 LOT 51 LOT 50 p _ - - 'VAR. WIDTH P�21!/T 18 L II DRAINAGE EASEMENT LOT 54-- I - - LOT 55 o, II DB. a2 PG 8-1 2 - LOT 5 , LOT 53 3 9 oiP IV TE-* 1p-PRCVAT€- LOT 57 SWM ACCESS - P I I !• I I 1 I I L l I / 38z, 138 1 OT 5 D :3 2,, G.1 8g2 I D6.538I2, PG 138 �9zLITY NT / Y\\ \ " / OT 60 OT 5 UTILITY EASEMENTWIDTH TYP)` iiMH:z6 --- MA CH INE -- E EET-, J 7 -- - \�\ oll} \ I LOT MH-z i \ I B. 8 a B I I � M9Ez\NT 10' (IVATE LOT \ DRAINAGE EASEM T DB.538 z PG.1 8-1 \\ OPOSED8"x8"TEE , 3 i` ° 15 5° \ = j-- -(2) _ 8" G.V. �- 7 531i _ _ - - i 62 VAR. IDT PRIVA �r L 80PAy38 i9 _. -. -.Cr 17+00 III DRAIN A EASEMEN y4 S° D 7 DB.538 , 138-19z k30�- �� 1 LOT 63 PROP CL. / �/� - - DRAT z PG 3 gzNT v I of - _ - LOT 6' LANDSCAPE A D _ _ - - - i° 15 1 52 D.I. WATERLINE / o I + b r x5 PROPOSED FIRE HYDRANT MAINTENANCE EASEMEN ti _ _ PROPOSED WATER I _j q I II �^ y P ED VAR. LOT ASSEMBLY WITH 8"x6"TEE DB. 8z PG.1 8-1 z __ SERVICE LATERAL(TYP.) DT I 53 3 9 \mil - 5 - - LANDS APE AND I I / PROPOSED 8" IN G.V. MAINT ANCE E EM Nf I I' i I} \ 6' L NDS APE AND I 14 L % EN T i r% -- - \ PROPOSED FIRE HYDRANT DB.I 82, G CE EA2 I M MAINT NAZE EADSEMI f�Tl LOT I I III ---- o / ASSEMBLY W TH 8 x6 TEE \ �\ DB.538 , PG.138-1g2 I L --- - I 13 I ROPOSEDA.R.V. III II I _ � M � • v \ I I LOT I LOT I I , I LOT �' II LOT LOT 82 83 I I�01 I LOT �_ p 64 MH-24 ` LOT 80 81 I i �1 ; 12 L I VA . WIDTH PR VA E I I I � VAR. WIDTH ACSA � � � �' � PROPOSED SANITARY 79 � � - - - DR NIT � I III I I LOT � .i I III -FUTILITY EASEMENT (TYP.)_ SEWER LATERAL (TYP.) r - DB. 8z, PG.1 8- z DB. 38z, PG.138-19 I i S3 3 � `� ) - o �• % y LOT VA .WIDTH IVATE I III LOT xh DRA AG ASEMENT _ PROPO ED VAR: NiIDTii AN65CAPE bl L IPi I 65 ; ry x %, 6` NDS PEA 78 DB. z, PG.138-19z - - -AND INTENANCE-E E-MENT- _- - - - F i i-------------- hill - - -- � 1 I I oHE1� IP I S16°40'02"W 119.33'(tie line) I VARIABLE WIDTH RIGHT OF WAY TO BE DEDICATED FOR THE PROPOSED ROUTE 742 IMPROVE ENTS TOTAL AREA = 0.123 ACRES. DB.5382, PG.138-192 zo' LANDSCAPING - AND MAINTENANCE EASEMEN TO BE PROVIDED FOR PERIMET R LANDSCAPING BUFFER .5382, PG.138-192 i I WALL MAINTENANCE EASEMENT DB.5382, PG.1 8-i92 LIMITS OF PROPOSED 30' PRIV TE ACCESS,EASEMENT FOR ALLE DB.5382, G.138-19z ANG HgLDINGS, D.B. 026 P.71 D.B. 65 P. 234 P NEW 6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EAS MENT _14' PRIVATE UTILITY EASEMENT DB.5382, PG.138-192 PROPOSED SANITARY SEWER LATERAL (TYP.) 20' ACSA TUTILITY EASEMENT DB.5382, PG.138-192 PROPOSED 8" DIP SANITARY SEWER (TYP.) WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 yo' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 2o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 PROPOSED 8' WIDTH LANDSCAPING AND MAINTENANCE EASEMENT I e-13 I NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS -MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) 30' PRIVATE ALLEY EASEMENT DB.5382, PG.138-192 WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 2o'ACSA UTILITY EASEMENT No. 35791 4� 10/09/20�4 ZONAL E�Gl z z i O V/ V z0 azzl O O ` O U U U cow Lu J i w O ¢ Q I V/ � w � w H Z b 'ZI m m ; m z a > W L�u/ oC W o_ W I o i w w L 1e rn rn t LLj oc - i O O O O N W N O O O CD M N 0000 r l CD N to 00 0) O L9 T_ ti co CM 0) N M N W 0 z c\j c\j i W< zLLi co J LL Lij J_ � z 0 W J O Q zQ J U i -i J W > Y J � H� � Z U,1 z Lu W J �� ` Q Lu 0C) N u L w a En JOB NO. 182157 SCALE SHEET N0. 7 YD130 -- - YD13C \ 59z.om' / /_ I ------ LOT 531� II U69 -1 - �_LOT2 T z LOT 1 L T o VAR. WIDTH PRIVATE 5 z MATCH I ,LOT 54 FFE- OFFE= - FFE= FFES 7" E 3 - - I I 8 s9 9 T 5 FF - I 5 � o 0o I - DRAINAGE EA E EN - - 1. - S M T o.6 59 59 33 SWM ACCESS z.00 59 7 I/ ' 0 � 59 I - "" FFE- - VAR. WIDTH PRIVATE - - z P • 1 8-1 - 3 . 9z z.6 - 5 53 - - "BSMT- I 59 7 - I k�" / BSMT- I BSMT= & FACILITY EASEMENT I BSMT S - -- 8 _ _ v L T FFE I. DRAINAGEEASEMENT O I- - 59333 BSMT- I 80.16 - 5 � 81. / DB.538z, P a38-s�z PG 1 z \ FFE= 8z.16 15 49 I 580.83 5 � I 1 - I s r I 7 . o - 5 SMT- I I 6' _ LOT 93 5 �_ B I I - -9 O 8 I I I 5 - a 5 8z.8 / - 8 6 5 3 \ - 81 a -. 81s6 I I O � - -' I - -TW 88f 2. I _ s FFE= 59 83 BSMT- w 56z _ - / LOT 59_ - - � BSMT- •' g 6 � � 15 4 I s I __ _- - _ -- , I I ��� / 5 3 7 5 3 7 I I � _ 1. O _ m - - � I � I 8 � - - 59 5 LOTSo- FFE= 583.0o s63,33 _, � I � x � ,, I 5 YDS BSMT= 5az.67 - FFE= BS T r 81.3 1 LLI I _ o r 4 y _ 580 47 9 65.` $ - 576 \ \ 88.8 -- -BSMT= 581. 7 s \\ 7 .-7 57845 16A �1 \ fit _, 10' PRIVATE � YD13A \ T _s 3 \ s 33 � � X _ I DRAINAGE EASEMENT ,BSMT= � 581.00 � \ 1: I �a • = I '• � Tw5a4, �% = � LOT 61 S79•00�8 67 ;p65 ,590 67 DB.53�2 PG.138- z - - sw s - - . FFEoo - \ . I\ \ '..�� ss� 35 Ssa 68 ✓ -T + - _ VAR. WIDTH PRIVATE 1 j - +Oro r� 16+00 ,y 79' J 580 i _ x _ 15� O _ -> - 3 9 W _ 5 PROPOSED � SAX IGHT=6i I i , �ry 0 FFE= DB. DRAINAGE EASEMENT z- YD13 i \ , go S 20 / - \ Cl I j cn, � j 6 �, wSao' / YD1zB / � - 57433 - - - 576.67 + r -- ew 580 - 0.33 - LOT 6 LOT 62 / PROP ED11"Y3 • Sa, 580.05 _- --- SYS EM �� _ - -- ---574.00 �- 575.50. i - FFE= 4�e s79.00 � r \ ! 571.67 / A' ti x5 z - ' \ 3as.00 s79 67 _ / l - � 10 PRIVATE 57133 - DRAINAGE EASEMENT DB•5382a i i 57 5 ` \ 1 I _ 6.68 \ v 57 4� - - I YD1zA � � - _ � 57 75 579 7 „. _ _ _ o LOT 81 I LOT8 L ' o o .� - PROPOSEDSTORM I - 7 3 5 O \ FFE- 80.00 57 \ \ . PROPOSED 3'DECORATIVEWALL IF• y( -33_ _ -- --I �\ '.q` -` tiX X � lAT8o FFE= 857 5 BSMT- 7 I ' - _ 57 � I - SEWER SYSTEM 4 FFE- I - 7- II 0.1 5 9 33 5 33 I 0 57 NOTE: WALLS ' IN HEIGHT OR LESS DO l \ 05 � FFE= 8z-oo - ( 3 'LOT n4 I BSMT- 6 5 - 6.0 79 B MT- :-"� sn 7 S 1. 0 5 9 5 _-_ - NOT REQUIRE RETAINING WALL PLANS) i� FFE= v 1 1 BSMT= 572.16 LOT-8� I / r - I ° - 570-33- o.00 I' c;- ' Sso �' � �o FFE= 580.00 _ I I VAR. WIDTH PRIVATE - - 57 1 _ - DRAINAGE - 1 O I' I 2 BSMT- 0 1 s LOT6y __ / 9 LOT 8 57 7 d a. o w - �' � a. s674a ns:oo O 7 l I - - �IOSEDq-S PG.1 li .00 o. 1 6� Y - 57 49. 1 • I IN SYSTE LOT BSMT 7868.1 YD158 PROPOSEOD WALL (MAX.DHEIGH ,- 1o' WALL MAINTENANCE EASEMENT - y / _ 568.00, 5 7 i� I _ - � • ,ice - -c - - FFE- - I x - VA PRIVATE _ - 9 se - _ - 8 _PG:1 8-1 z 6 6 x 8- - DB z Y P - YD1 C 6 3 3 9 70 5 5 5 - z. s DRAINAGE EASEMENT I = 568.33 1 n 33 YD15A - 56 .50Tw -- / FFE= 575 33 B 538� 5666 �- 66.00T s64.00 i . 99 P 81 z 5 - 66.oBW - 9 6z.00BW s s 3 BSMT- 6 o s _- - : - S $ 5 568 -� -'-�-560BW. 6o.00BW i 66. ° - - / - s - 9 6 s / 68.00TW - YD A % r � s 8 _ LOT 5 - O � 77 6a.00Bw- ' NOTE: CONTRACTOR TO INSTALL RIVAT 8" / 5 \ FFE= 572.67------_---- - 556 _ - ` _ 66.00 6. / > DRAIN LINE FOR ROOF & FOUNDATI N DRA NS _ F66 s 3 4 �' ' / / / " \ BSMT= 56z.83 YD15 � i s6o:o�TW�' - _. • ---- + b- / / WITH 1o' PRIVATE DRAINAGE' ASEMENT 5 _ 33 \ - TMP 90-27B - - - - --- i L / DB.538z, PG-138-1gz ! I YD16F - 66.6 TW I s 7 STEVEN W.,AND BETTY C-'JOHNSON 563.67Bw I LOT 6� -�_ I' ,' I o / A 5 D.B.1026P.715 OL` - i 56.6 n-- / / D.B. 629 P. 6,1 & PLAT / 1 LOTIS 550 o56w 1 1 I �I I I i II . • e I I I �.rsxa O • a n n I� I • 1� I ° •il III o •� III• � . ■1 ICI �� o .� 1 f h ' NI • ... Ii I� Kill l 1 I • �I 1- .1 ` �I I •il,� rl I■ • • . �1 •I I N I • a1i�n ; dL I �578.00TW� - v574.00BW V A A 86.00TW 5 \ Sa.oT0� oBW� H 5 \ \ \\ \\ \ \` I \ - � `l� I O \ G� SCOTT R. LINS7 zoPRIVATE - O DRAINAGE EASEMENT \ \ \ I U No. 35791 � DB.5382, PG.138-1gz, \ \ \ -- -- a 4 \ 10 09 20 \ P / / ry z ooTW � 0 n .c� 66.00BW ` -1 - 5 s - \ \ \ \ �. I SSIONAL �lyG \580.0 ., 574.00BW PROPOSED WALLS \ -- \ (MAX. HEIGHT=6') \ \ \ \ 566.00TW �56o.e0ok"?�--'� Z- ---�-- \ 5744.00TW,--- A 568.00BW •. V A A A - V A \ \ \ \V H Z F Z ) vv \\ vv-----570 ) i O O � \ \S ZO J I 5 6z.aoTW - BW 6 � � \ H ¢ Z Z i 557 .00 O _ - a _ O O 57 o.0 W � _ O U U [O U w U c w 6 .00BW _ 5 4 [/I w � m J J 5 6 0 � o J ¢ i / Yl o m m ` J J / - > w w oc LU p - - w w If !n !n 5513 f ' - _- - w w - TMR 90-35 -- DUANE E. AND ROWENA M. SNOW b.B. 702 P. 792 z.00TW 551.ocBW D.B. 657 P. 234 PLAT - 56o.00TW NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 554.00BW DRAIN LINE FOR ROOF& FOUNDATION DRAINS WITH 1o' PRIVATE DRAINAGE EASEMENT �DB.538z, PG.138-192 ' S'_ i / - FFE= 563'33;: li �.� - zo' r: 5S7.00 3 d / 10' PRIVATE ' ! 6 .6 P. • / DRAINAGE. EASEMENT � ta�---------' , ', L _ DRAINAGE EASEMENT l 5 3 7 ' 8 G 84sr 87 <y O = T 7 r III a o ooBW DB. 8z PG.18-1 2 564:aoTW i ,..\ 3 60 \ PROPOSED DRYSWALE y FFE= �5467x 554oz1 u 55 53 3 9 56z.00aw SI SSS.o• 3 HI / , 8 6 % ' / / - - - - , O • r I LOT /I L T 6 / i / i / YD16E --- --- - - 75 / S 5 z,„ iI -I I FFE= 55z 6 551.6g ssz ooTw / ' I LOT 68 . , _ - 9 - FFE= 561.0o Sz 5 ,„ i; r I i 553.0o X 4 548.00Bw FFE- 8z \ / _ I 1 - -- I .•, ss883 560.67 BSMT=551.17 \ I YD1oA SWM ACCESS& w --- - � r III II°i I-�-�---------L FACILITY EASEMENT SZoI z SSoI V° 60.00 e 7� LOT 4 ,50 _ _ 55 60 559 3 8. 46 i. l.. 55773 55933 -..74- ' 1 :_. -- DB. 82 PG.113�-19z r II / - o -554800TW / O 559.67 55783 I i 53 % _ - 3 - -- BSMT 5549 83 1 ? ` / 549.00 5 s47.00ew FFE=09g_ 55900 556 1 - 1 (/ NOTE: CONTRACTOR TO INSTALL PRIVATE 8" / u Ti sL67 sD737 - ' i 559 33 I I I 9 I o- I DRAIN LINE FOR ROOF &FOUNDATION DRAINS T s 5 sas ' -- { ° 10' PRIVATE FFE= 4 I / LOT 69 - - + 6 B.Pvro - o - s4 7 4 } ' k 5 - 10' PRIVATE V ` - S� DRAINAGE EASEMENT 00 ' / i 5 I- � 4. > •� - - - LOT I ; 1 rr 547• - YD16D1 - it 55035 - - ssa.00 73 DRAINAGE EASEMENT b G.13 y1 z L LOT 70 - BSMT 58y8.5o I D6.538z, PG.138-19zo zo' PRIVATE DRA NAGS EASEMENT VAR. WITDH PUB+ li FFE= IT 39ss7z - W DBAIN82, PG 158MEZT DB.5�38z�IPG:1 $ z '.: �__ RIVATE�I545.67 �I / - - 55 S58A i / LOT z 8.co - - - 53 3 ° t i- 53$ 10 SEMEENT 8 - i DB.53DRAINAGE EPG 1S8�3.9zT - III 80 � 6 �u _ -- ;i 54433 ; 5a3.00 I z.4 I - --- - o _ - - __ - -- sssa7 ss6.67 FFELO577oo ( -'YDlo 20'PRIVATE YD3 L 7 3: LOT 1 " 1 = BSMT= 547.17 I I z �� c 7 + 54 86 FFE- 557.00., o I 1 I DRAINAGE EASEMENT ' I LOT I S57.33.y61 ~ b - - - - _4 546.00 - z, G.i z / \ \ YDz 7 543 5yz6j FFE=541 n 58A' / YD16D i l ,I I ss4` .^ D1A • - w Y 00 �� 554 - ids- 78 �0 57 20'PUBLIC - - 77, �, - ---- =_-- - 53 - - - - Fo - \ - . - - 58 i DRAINAGE EASEMENT --- _ _ DB.538z, PG.138 13z - y - 5 I - 31+50- _ ---� L - - �3 _ __- - _ - 1r ty0_ - �� \ J --- Z - oI �F - LANE 5 - 6 56r5*5 -- '\ TMPO 90=" 27 i / 5�5 93. -.-_„ I1� = = h �1. T - - - - - - - - -o- T - PROPOSED STORMS + - b T T 1A _ _ . zo PRIVATE _ ROGER SCI111CKEDANTZ i i I / ij _ _ = t_ „ " _ . 51 - I SEWER SYSTEM II DRAINAGE EASEMENT T -1 - y - - - - - - - '`1, ' D.B. 1244 P. 461 p zr 13 q 55 5 71 , 555 76. © 555 53.' 554 90,' 554.1 L z. 0 1. oao o z,. I �_ v.. z 1 1 0. 5 - - --, x / 6A 55 9 : 5 33 55 �49� 3 547�9 4 7 � 544371. 4337 54 47, 54 7 54 9. 'S4oa8 h / I D.B. 629 P. 616 PLAT _ _ _ _ _ • __ _ _ _ _ - _ ;Ln I y N N e N N - _ I 1 5z V 'n `N N. \ D.B. 530 P, 164 PLAT '�i I 75 �� } �` _i I I o P m m s 1 j 556.25 56.z5 55559 - L. 52.84 i5 o.i7 8.i 1 4475 _ 427S 1. z / / 1 II 56a5. 556.25 5492 a.50 _ 4)50 -- 4 46.o 4409: _ - 4z.09- 54 4 I \ 49 (: I' -- -- li L-J L -J I I-i L _J L J O_J 1I I _I - -.L� L--1 I - C. J L- -� I LJ J l_ I 1 L -J L- J J O \ - , 56B _T _ I \ YD16C 73 i LOT 84 LOT $5 LOT 86 LOT 87 LOT 88 LOT 8g LOT go LOT g1 LOT 9z LOT 93 LOT 9y 7 g5 LOT g6 LOT - LOT g8 - - 99 - 2 I to 97 LOT LOTloo <-- --------L___ ----- -_ _m FFE= FFE= FFE= FFE= FFE= FFE= 1 FFE= FFE= FFE= FFE= FFE= FFE / a FFE= FFE= FFE= z o8 FFE= I o / za' PUBLIC. 1 556'S8 55 5 55 5 58 555.9z SSS z5 553.17 551.83 SSo.So 549 83 548.So I I 1 546.4z - 545.08 544-4 543. z. z 541'75 Q n l ' ' /' i / - { - - -.I -- - 54 4- - --+ DRAINAGE EASEMENT B" 16 69 ss6.o8 8: 6x 8 8 556 o I 1 I I 1 3 1I 7z - 55 - X 4 z 55475X -1 z.6- 551333�y85o 54933X 4E.So 1 -- 39z..s 5419z 53oTW I / /- 11 DB. 8z PGaa 8-1 z I 556.0 55533 55©• 7 49 1 55 7 k 3 s X 53 BWW / W `•.00 1 SSz _•551.z 551.4z 551.yz- I 51.4z 55 1 49 7 54 8 e.. o 1• _ 5459 z __ - 539• - z 59 / :-'/ / 6,. 1I I --!- S 54 6TV�. - f e / VDH YD 6B o 0 45 8 81111 46 L 1 Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width ProNded (feet) YD-7C - YD-7B 8 3.50 9.7 10 YD-76 - YD-7A 8 3.5D 9.7 10 YD-7A - STR.27 8 3.50 9.7 10 YD-7E - YD-7D 8 3.50 9.7 10 YD-7D - YD-7A 8 3.50 9.7 10 YD-8C - YD-8B 8 3.5D 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 8.5D 19.7 20 YD-131 - YD-13H 8 3.50 9.7 10 YD-13H - YD-13G 8 2.67 8.0 10 YDA3G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.83 14.3 16 YD-13D - YD-13C 8 8.50 19.7 20 YD-13C - YD-13B 8 3.50 9.7 14 YD-13B-YD-13A 8 4.83 12.3 14 YD-13A - YD-13 12 3.08 9.2 10 YD 13 - STR-94 12 3.50 10.0 10 YD-13N - YD-13K 8 3.5D 9.7 10 YD-15B - YD-15A 8 3.67 10.0 10 YD-15A - YD-15 8 7.67 18.0 18 YD-15 - POND 8 4.00 10.7 18 YD-15D - YD-15C 8 2.67 8.0 10 YD-15C - YD-15A 8 6.67 16.0 16 YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 14 w O N IN M N O r1i O IN N to O IN O W W O IN O IN 11 M N O O °-1 L9 r ti co CM 0) N 4 M W " z � N I i W > z - M2 W Q Z J Q M C0 w I 0 ILL! w � z O ZQ Q Q C) J LLI _ z I- H� 0 W = a C/) Ul ( V LU V Z [-� cii ` 1 y, o ^ 55-3o IX.: 55,'s k • •' .5• - 48.81` i4p.4ik -54 .ao 47.51X 47.00x• 5• 4 54z85X .6gx: 41.o X x 93 5c 3 534.08PROPOSED VDOT CL. Al RYPRAP LINED _-- 51.16 540.44 S B.o I 1 1 pp����pp� -3 *� ; - 51.00 =--- X-5513oX -\ X o 5y65 > - 3 I C CHANNEL FROM PROPOSED CURB CUT PROPOSED LVAR. n BENCH MARK IS \ ~ - - PROPOSED WALL'QXX. HEIGHT- ' 43 s6 DTH LU UBLIC A roximdte - 548- -- ^--- 6 `^ NOTE: CONTRAC'RAIN L NE FOR ROOF & OUNDATIONADRAINS o 4- - ' �ti zB i0' WW TH A FIITH A OLTER FABRINE DEPTH OCFUNDERLAYMENT. RIPRAP 15", INSTALLED DITCH o VRAINAIGE EASEMENT \ CHARLOTTESVILLE GIS OR TO INST L Va Publ c Service Esmt. ! 5541 W I YD16 SWM ACCESS & WITH io' PRIVATE DRAINAGE EASEMENT - ram' + = I I ^ DB. z8, PG. 06 > 9- / NO SCALE s3 7 ROUSE-SIRINE / D.B.221 P 305 i8wl. :... \ FACILITY EASEMENT - - -: 2; PG.a38 1, z SWM ACCESS & zA' i J ---------- r------------- - - -- ---- - _ ATION 105 - e /1 Polg i 1` 1.: ---- / I - - -- - - I - - --- - / --------- ---- 5- ------- -- ------D-B-.538z�'G.1 - �88822939343.64803]HE OHTV PROPOSE D WAO --- --- - YD16O �- --- --- -------I.C� 551. rnrrrii rarii / // jJ//y"/////////j/jjjj�PROPOSED UNDERGROUND STORMWATER, - MANAGEMENT DETENTION FACILITY _ I���I���T� - -- - - d61 _- 1 -- - - - - L ----------- - - - - - - 534 - ---- - 530 � LU - --- - - - ��� _ O 5.26 a� m U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) m - ♦ 1°z IC SCA&E 1JOB 82NO. 0 - - 101 _ 157 - -- - O HWPB.1 PG.354 --- MAILBOX �)r r�ur I �. / ❑ - - - _ - - / n i ;, - ao o Isi �o ----------sq�_ zo - -_ SCALE a� o� MAILB X \ - - - -- - - - ~ / y �� - - -- ---- -- _--- -- --- z -30 D_ I.,, - - - - ------------ - - -- - --- - )HT OHN - _ -OX / _ - - - - - - - - SH 0. �cn -- ---� �sso _ I�lAIL6 � - --- -- - -- _ _ - _ - - - - ,II< , _ ,o tl - _ ---- - - Rl _ _OHT OHN_ - OHT OHN \ \ - - - MAILBOX - - - - - - - - - - - - -- - - .. FEET-) ~ - EET N DIF 7 8 _ -'J INVIN� �o -- '---- "_ � z MAILBOX � ---- � O ,099� - - -LL 43 oAe GRAPHIC-S`CALF-' 9 /�.( - - 0 4 / / / / O�i- _ 30 � ' 6 15 / 30 62' \ / ' � / 126 11� �/ / /' / IN-FEET634 - _ -1 inch = 30 ft. i-B99- /' /'/ IN634 62 630 00 10' PRIVATE RA N \ D A EEASEME T B. 622 6 4TW )POSED WALL (MAX. HEIGHT=6' _ - 6zo - - - _ 6zt1Bw q I I PR - = YD8C 399 / Off' i ' �� / / -i i isi� - - - -' - - I I 099 % �. /, YD86 - 6z4BW - - - / / ' / / - / s ---- FFE= F22 - - - TMP 90-3� / / PROPOSED YARD DRAIN SYSTEM / a / .. _ r FFE= I, _ / / / / 1 / / /- i�0i \ / FFE= fizl 1 621.51 _ - 6SMT- I 6�zsw ---I' JEANNETTE D. S ITH' / / 6� / / / 4 5 EISMT 6z6rw - - - - - _ D.B. 425A FIG. / s9' BSMT=_ SMT= SMT= SMT-- 613.0o L - 7 - J i v _ = 620.$ 099 - - - - - / ' / / ' / / ' j / 2 10 PRIVATE / / 6 u.67 61z. 3 Dt DRAINAGE EASEMENT _ - --(�24 2 % 6zg.00 - - '611.67 _- - LU 3° } p ?9 T33WALL LO�� z 6LO 3 6iz.677 F. I MAINTENANCE EASEME �3 1 II 6zz.00 6z1. o " / 6zz.33 ,' ll 33 ---I -. - EASEMENT - MT- 6 611,33 --- r- -j DB.5382, PG.3 8-292 S_ 6zo.84 611.67 - 612Bw - -_I - - / Ob9 :- �� / / ' A� / / / -/ 6i7so . "LOT 3 SMT LOT ,... ` ��-6u:z$ - FFE=.610 o3i' - - - - - - - - - ��: //j 38 � / YD E 63v / $ 620.84 611.00LO a9s3 _ - - r - `�'_-_SMT=ao.fi7 - i _ - biz W - - / _ - - \ ', ,- ; / YD A 620.84 b 4s : %' 6zo.jSeF 1611E w. - l 11 +00 _ SMT- sa 60 - - 12+50 .00 - - - - s 6 - FFE= - 0�9 � - _ - I� � O 9 � � '` 37 / I_ _ YD7D 6?6, ` � 611.00 <`� /�v�6 TMP 90-3 x / LOT - --- ---"-I yo BSMT= io.67 0 1 5°� S`�•� 5 y I 5A1 VAR. WIDTH PUBLIC _ - -FFE= _ FFE= tO 6g i~ \ F _ O - / /� - - HOLDINGS, L I v `, �..� ; \\ / � , / ;- ,, • � U C FFE- I I -FFE= I I 611 0, - ° A D.B. 026 P. 715E p SEMENT . 631.84 _ 631.17 li 6z8 50 6z5.B4 \ ra-Nzo.67 9 o i _ D B 657 P 234 PLAT / e„ DRAINAGE EA ,' VAR. WIDTH PUBLIC , �' DB.5382, PG. ,38 92 BSMT= SMT= SMT SMT= DRAINAGE EASEMENT \- 6z1. 61600 / 608 34 6zz.oa 3 b18.67 ryxo°✓ /`, 47 / / 1 L 4il LO o1 LO 39 li y o Jz q P/\ i / - YD9- - - 6o6sw \ .6.30 6u.6 6n.00 - 6a8. 81567___I- y� 33 \ �$ \ ,-_•. \ � , / .' / � '-.,'. -- \ -- ' I- -- - - - °. � '. � �~ /.� j IFFE= w 6 g o �4 LU II O O \ ' -- ..- � � 35. / -'.' �'' � ,•./,. 63° ,.,. ,. - ,- ---=- __--.6u,00 g' 3 - 'i73z 6z .88 �- � 25 l "��' `.�\/(� i Ito i \I ,. ,,...\ \\ \\\ \\\ \\/ i r 6` a0 - • ;F.- ''� - 30 / O T O - ,1- - LOT ] r W \ \\ \ \\ \\\ >, -� " .h Ir :I FFE 607.00 06o h �i 36 / �'-// \ b3o 65\, �32A --11+ 31 '•til ..`'_v I'I.I /60733 L .00BW'\\\\\\\\\\\\\ (�1 ��_� �/ // � � :..✓ �, qVP "_ S0' " �a°aoo- _- -_ _ __ v - ��4 it rl.._ r,- I Q ��I \\\� \\\\)I\ r� / " • - / / `630.0 '. ^' 1 ,.. - z8 LOT ��, oo\ PROPOSED STORM' / DRAINAGE EASEMENT FFE= 6 S.00 �. 6b399 631.00 E I 3oA / z DB. $z PG. 60 . �'' / / / "'• _ � e _-, SEWER SYSTEM � 3 { - % 5 .---- - .. ! 'I - O ° : ' FFE= 60 .00 602.o4 LOT , 'a _6z$6s ti \a \ OT X 0l �6 2 NOTE: CONTRACTOR TO INSTALL PRIVATE 8"0333 3 34 �II " 6az.4a _ - 6z8.y3 z5J DRAIN LINE FOR ROOF & FOUNDATION DRAINS -- b - / / ' ,_ - Y^ ?c- S' \ EASEMENT 6oaoo Z� - 44 - •� DB. 60o GE BSMT= LOT - I � � - ` WITH PRIV BTE DRAINAGE I 601.33 LOT z4 s � l I , I 59z.00iw = r 6z1.5o FFE= i I_ ! _10 PRIVATE 6zz:g \ d I 30B `' ��\\ � So � ..3_ i I. ) _ � � I I s9o.00sw R - 630.67 6zo.z5 ez7 s9 L z3 600.00TW I . LQT-k5- YD13N DRAINAGE EASEMENT I - - -- -- ` - <� �` - 594.oaBW - BSMT= = I ' • \ - - 6zo.83 FFE= DB. 8z, PG.1 -a,9z' - LOT / FFE= C 599.0o F 97 47 ' o \ \ 5 62 / - - - t _ , \LOT'41 LOT,,48 - 49 s� NOTE: CONTRA CTORTOIINSTALLPRIVAT1 6z9337 6z4 " FFE= 59933, 1 - - _ , - -BSMT= FFE- DRAIN LINE FOR ROOF & FOUNDATION DRAINS \ 61 o I 625.92 6z a FFE= 9'S I w I BSMT= SWM FACILITY & - 6zo - --616.o8 04, a / - - OSMT= BSMT= I 6 \\ r 21 sy LO zz WALL ACCESS EASEMENT_ - -I io' PRIVATE �/ , 613.41 ,0 608.08 / oo YD6 FFE= 4 MAINTENANCE EASEMENT DB. $z-�Cr1 $-i z / 6i �_ VAR. WIDTH PRIVATE bio.74 �• 1o' PRIVATE s940o s936 DB.538z, PG.i38-i9z DRAINAGE EASEMENT \ 3 9 109B53Br� 9 - - _ DRAINAGE EASEMENT 594.33 , z\ - - _DRAINAGE EASEMENT WALL MAINTENANCE EASEMENT �� � I III \ � G. 38-1Bz LOT PROPOSED DRY SWALE -- - ` 161.0 s -TW _ _ 3 ... 600 � •... .. \�\0 / _ � r Sgz �4 : _590 I \ \ \ 6 - y � - 594 `� `` - - - - - oz - DRAINAGE EASEMENT FFE- o 0o ss9 Iz YD13H VAR.WIDTH PUBLIC ' �, I s�s.006w \ \ ' - 602- VAR. WIDTH PRIVATE - - - YD13F YD13G �z 59\ fi LOT - b w \ \ \ \ \ ' - - -DRAINAGE EASEMENT- - - - o - - - YD1 D YD13E -_ - _ - _J - -- 19 F 33 LOT �g C T 5aq.00 \ \ \ --- -- --_ - --- -- 5 33 - r 606 YD1 J 598� 3 6 - - 9 FFE-8.00\ \ I YD23P II 606 - - PROPOSED YARD DRAIN SYSTEM 3 � - 96 59 I I � 59033 O 559�so I PG.� 8-r i8 :' \\ \\ 'I 88. saLII 3 \ �� i.00-ATCHCN -,SEE-SHE T$OT I 6S - FFE= OT18- 6 r YD1 B YD1 C _ 53 L0.T z LOT 1 tOT o n 86. III 6.000sW \ \ \ __ , 5 5 / 5 33 L 6. - III ' , se6.00rw \ \ 5 VAR. WIDTH PRIVATE � I Y - -- I I � 580.00BW V ` 59 LOT 54 FFE= FFE- - FFE= FFE- s\ \ I 3 OT 6 _ - I EE 0 SWM ACCESS - DRAINAGE EASEMENzT- - z -FFE 55' FF = 592.00 591 ,3 59o.67 59o.00 I I ° FFE= LOT az o \ \ \ VAR. WIDTH PRIVATE -- - - 8 .o0 558z, P 138-3.9 z.6 & FACILITY EASEMENT - - \ - - 59 7 BSMT= 'BSMT= I BSMT- BSMT= I ssa.00 5 DB.538z, P .138 1 i SBA /, \ - COF 5 FFE= _ .' S8z.16 I 58i-49 Ii-580.83 580.16 I 1J ' S8433 6 e zo' PRIVATE \ \ \ - DR SINAGPG ASEM9� T f - \ - S8o sus - - - - LOT 58 E 7 593 so BSMT , 58 M 3 r. se1s3 11 58aa6 II N ao. o 's W L w 8z - FFE= _ 5 DRAINAGE EASEMENT _ _ - I / I- -S8z. o .... II 5 5 579 3 �. / I ' / s , _ LOT BSMT- BSMT- 84, 8'd._I''l, x I--- --- I _ LOT6 DB.538•2, PG:x3$ 19a_ \ TW 588 2.$ N - 8i. 8oz ,- 7 YD f .'�' S8a.64 - - _ 59 1 0 $ 6 \ I 50 I � .3': 8- r 5 - e - \ \ LOT_b°- FFE= BSMT 583.00ssz.675ss337 S 'I---35 x7F81.6 S8 57z.00B \\ \ \ o g0 - 59 5 I I 5 5 7 60 I `. S66.00BW � 580.00TW \ �a` I 59o.g7 _ 79 ss - s7 sj�.aie.4 ` 16A gee„' io' PRIVATE // i' YD13A _ - / , a .I - - - 70 \ \ \ \BSMT= � 581.00 ,,- \ 11 _® � 5az.z4 �-.•,• I \ \ DRAINAGE EASEMENT B.5382 PG-1 z - - Bw5 a FFE=-s7a671 ez 5ez. e - \ 577 \; \ 15*5 s� 16+00 16 76•so lI ' i i _ O0 __ __ - _ 1/ 5 39 T 0 � - �� I PROPOSED WALLS ( AX. HEIGHT=6') / 65 _ VAR. WIDTH PRIVATE, it sso'� ,. i ' ; _ ` �5 0011 ��o _ �I} - -� - - 15 - - Q - Z\-{ PROPOSED WALLS \ - - 0 DRAINAGE EASEMENT \, si9.So " _ = j ', �( - - 1, 16B 14 u `: $. PROPOSED STORM (MAX. HEIGHT=6') \ FFE= DB,53 G.138 1g2 YD23 J„ % / YQ A VV PI'� - 1. - - - 1fi+5o SEWER SYSTEM' \ \ \ \ T^ --57433 576.67 '\ �.zo �,� Ji- �_�.- . a - 6 I, \ \ \ 6 BW S8o YD72B / / } T1 + I,L w 6$ 4 566 .eo w- LOT6z \ ,.. --- 592 / \ 14 - _ - - _____ __ < .00BW ...-' i qooTW \ \ ROPOSED8"YPRD= aw ao v - io.39, -LOT63 / / " � y / s�o � � { �=:_SSo.oS --- s7 79 57a.zz - \ � i I , /� 67 568 \\ \ \ DR IN SYSTEM - - - - - - 574 oa 575 50 / / 5 i z9 - F o h 3 FFE= / 573.6j 0573 z4 " \ \ \ - YD1z FFE= / ° 94 } - 37g.00- " ¢ " I m° b 74 O0 LOT 5 / o \ \ \ \ \ 5$1.00 579 6j I / 12 � O I \ \ \ ��� / 5 FFE= DRAINAGE EASEMENT / \ \ \ S7z33 / s79 40 _ \ z0' PUB I 571.67 \ \ 56e.67 - � \ \ . � S7o i �.. I 57z oo LOT 4' D6.5382, 9 569 --- / a / Y ` o \ \ LIC - S7o s \s \\ \ \ - ii 0 57o.5oB \ DRAINAGE EASEMENT 57.00BW 573 So \ \. " 5 55 .00BW s0 ' -53 , PG:138=igz I •- , FFE= 6 6 is -o 'f I \ YD12A _ _ s7oas :° o / PROPOSED STORN168 579 67 "- LOT 81 _ L5 LOT 83 570.00 LOT 19. - z 570.00Tw \ \ \ FFE- 80.00 / y PROPOSED DECORATIVE WALL o - - , X !- tOT 80 5 „ 564.00Bw \ 3 I a / s7o.33 \ \ ' \ 3 SEWER SYSTEM 574 FFE= 581.33 BSMT= 570.17 FFE= 57933 6 b - - - - - - - - (NOTE: WALLS 3 IN HEIGHT OR LESS DO / 574.06 / 3 LOT \ FFE= 82.0o BSMT= 6 o ' 3 LU 79 5 BSMT= 1. 0 5 9 5 NOT REQUIRE RETAINING WALL PLANS)- FFE= :\ /, BSMT= z.16 57 5 LOT8�- _" a FFE= 567.67f Is69z JI III \ \ r� J _ 5770.33 �0 �a / FFE= 580.0o r - I \ VAR. WIDTH PRIVATE / /68.0o L J \ \ ° LOT6570 Do 2 BSMT= 0.1 DRAINAGE EASEMENT � S 150 Bw 4 9 78 / 57 7 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 36 DI3B CG-6 8 626.17 35 15 159.59 0.51% 621.92 621.10 RCP 34 MH CG-6 - 631.25 33 15 74.04 2.26% 621.00 619.33 RCP 32 DI-3B CG-6 10 626.50 31 1 15 131.17 %67% 1 619.00 1 605.00 RCP 30 DI-3B CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10flRCP 28 01-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 26 DI-3B 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 DI3C CG-6 6 577.42 15 24 27.79 a90% 569.75 569.50 RCP 14 DI-3B 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 8.29% 559.00 551.42 RCP 10 DI-3B CG-6 10 556.42 9 24 131.35 4.76% 545.00 538.75 RCP 8 DI-3B 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 CG-6 6 536.00 3 30 78.31 1.79°k 529.00 527.60 RCP 2 13I-3C CG-6 8 534.00 1 30 30.16 0.839k 527.50 527.25 RCP 2B DI-3B CG6 6 534.25 2A 15 1 42.41 1.77% 529.17 528.42 RCP 6B D13B. 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 108 DI3B CG6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 168 1313B CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 30B DI-3B CG-6 12 610.92 30A 15 28.62 2.86°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 CIA CG6 - 641.75 43 15 186.10 1.02% 637.50 635.60 RCP 42 1313B CG-6 8 641.00 41 15 178.91 1.44% 635.50 632.93 RCP 40 DI3B CG6 6 637.75 39 15 174.25 2.71% 632.83 626.10 RCP 38 DI3B CG-6 6 633.58 37 15 44.24 4.52% 628.00 626.00 RCP 48 1313B CG-6 6 609.33 47 15 46.83 0.68 k 602.42 602.10 RCP 46 DI3B CG6 4 608.92 45 15 54.77 3.47% 602.00 600.10 RCP 54 DI-3B CG-6 12 544.75 53 15 45.67 1.05% 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 13I-3B CG6 8 539.25 49 15 39.24 6.37% 533.00 530.50 RCP 66 13I-313 CG-6 10 595.33 65 15 184.89 11.21% 589.50 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10.520 568.67 557.52 RCP 62 DI-3B CG-6 10 562.33 61 15 107.75 12.44% 557.42 544.02 RCP 60 1313B CG-6 10 549.33 59 'IS 108.81 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 D13C CG-6 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 CIA CG-6 - 538.00 58A 15 34.13 0.67% 533.75 533.52 RCP 70 DI-3C CG6 8 576.17 69 15 28.48 3.16% 571.17 570.27 RCP 68 013B CG-6 4 576A7 87 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 0I-3B CG-6 6 559.00 81 15 96.83 3.17% 552.25 549.18 RCP 80 DI-3B CG6 6 555.00 79 15 44.75 0.51% 549.08 548.85 RCP 78 MH CG6 - 554.58 77 15 77.99 0.51% 548.75 548.35 RCP 76 DI-3C CG-6 B 555.00 75 18 43.90 0.52% 548.25 548.02 RCP 74 MH CG-6 - 554.25 73 18 SUI 0.56% 547.92 547.60 RCP 72 MH CG-6 - 554.25 71 18 19.87 0.86% 547.50 547.33 RCP 94 DI-3B CG-6 8 577.00 93 15 85.75 9.13% 570.50 562.67 RCP 92 0I-3B CG-6 10 566.58 91 15 37.69 O.6T°k 560.25 560.02 RCP 90 DI-3B CG-6 12 R4.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 D-1 CG6 - 582.00 87 15 75.70 t22% 557.42 556.50 RCP 96 13I-1 CG-6 - 534.00 95 15 25.51 0.67% 530.00 529.83 RCP 106 MH CG-6 - 536.00 105 36 236.91 0.73°k 523.97 522.24 RCP 102 D13B CG-6 12 529.58 101 42 48,49 0.89% 522.14 521.71 RCP 112 13I-1 CG-6 - 527.58 111 24 36.57 0.71% 522.50 522.24 RCP 114 DP1 CG-6 - 524.50 113 15 44.85 0.74% 521.00 520.67 RCP No. 35791 4� 10/09/20�4 k'SIONAL 01O Z Z I Ov V/ U ZO a azzl O O I O U U co w J i w O cc ¢ cc Q F V/ � w � w H z o < on m m z / W LU oC WWI u a i r LU LUI ce U) U1 oc c i O O O O N W N CD O InCD M N W U, CD N to 00 O T_ ti M will rM 0) N C'7 N W C z N J W > C z z LU _J Ell (1) 1 0 Li LUz L9O a �Q// z Q J LLU ~ oZS W 1 w _ z Ul WLLJ V Z LU N l-� LU J O O N w alm� t=f1 JOB NO. 182157 SCALE III =301 SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED 1" SM-9.5 OVERLAY 1.5 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 INTERMEDIATE COURSE 2. DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 1. PRIOR TO ANY CONSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNEC770N TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA EX. STONE sueeasE \ /\/\/\/ // / \ \ \\%\ %j 9.5" 21-A BASE COURSE \ \ \ \ \ \ %/� %/ 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 (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY C�ueczao° \� � / COMPACTED IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREMEN7S OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE SUBGRADE APPROVAL. REQUIREMENTS OF 7HE PERMIT SHALL GOVERN. ASPHALT PAVING - MILL/OVERLAY ASPHALT PAVING - ROUTE 20 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WiTHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 2. ALL MATERIALS AND CONS7RUC770N METHODS SHALL CONFORM TO CURRENT SPECIFICA7IONS NO SCALE NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. N STANDARDS OF T SS 07H RW7 NOTED, AND DARDS VDOT UNLESS E SE 0 D. ASPHALT PAVEMENT SECTION SHALL MATCH 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE i1ME OF 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 CON7ROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 1.5" SM-s.s 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 1.5" sM-e.5 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. 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, OBTAINABLE, LESSER SLOPES OF 3.'1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZA7701V MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION 7.5" 21-A \ \ / \ \ s" zt-A BASE COURSE SHALL BE STRICTLY ADHERED TO. OF THE COUNTY ENGINEER OR DESIGNEE IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A BASE COURSE / /\ / / / ///fj %f %j�/f %/ /// %// %/ // v DA COMPACTED / B. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRAINAGE CHANNEL. 7. ALL 7RAFFIC CONTROL SIGNS SHALL CONFORM WITH THE NRGINIA MANUAL FOR UNIFORM COMPACTED SUBGRADE A DAb�A�Aj0 ��� 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. 8. UNLESS OTHERWISE NO7ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ASPHALT PAVING - PARKING SPACES NO SCALE TURN LANE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. No SCALE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION Of THE COUNTY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS NOTE: THIS IS A MIN. PAVEMENT DESIGN. ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONS7RUC110N 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. 1.5" 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: E COURSE SURFACE COURSE INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WiTH VDOVS 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" 8M-25 INTERMEDIATE COURSE �� ROAD NOTES ii INSTALLATION OF ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 6" ASPHALTO\\\/ :N • ru .. .�.: Si: � ha I ! ^.. y µ w ✓.rv. -.�• c cw r S - LS:s.. . 5.5 21 -A BACOMPOACTED\\\%O%\'%�j / / \ / / //�GRADING: / \ \ \ \ 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 AND CERTIFIED TESTS, 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 BEFORE THE 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 DRAINAGE: THE FOINALRNSPEOCTIONPAVEMENT, COMPACTED 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO SUBGRADE ASPHALT �A� �/ PAVING - ALLEYWAY FOOT. EACH OF THE 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 ROLLTOPC/L FINISHED GRADE GG z Rlw CURB PAVEMENT: 1/4 T' 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 APPROVAL THE PROPOSED METHOD OF CORRECTION 4260T (VARIABLE WIDTH) NOTE: CONCRETE SHAL BE 3000 PSI AT 26 4" CONIC DAYS OR STRONGER. ���;� ,�i\> ��\�i�./ice✓Y STI 4-MTOT 4" 21-A STONE BASE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 6. f S. SZTCAI I E 3, TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1' 2.5' (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 Rono R/w 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 41 C& G 5' N10E CONCRETE CURB & GUTTER SIDEWALK POINT D CURB & GUTTER FINISHED GRADE 5' NlDE CONCRETE SIDEWALK SURFACE 3'1 EXIST. GROUND\T 2% 2R 2E 2A EXIST. GROUN 31 ... 3\T / 6' PLANTING •.:.'' '4' STOP 6' PLANTING `� 4- yDOT 21A 4- VDOT STONE BASE 1?AA OT STRIP 4' MOT 21A STONE BASE EXIST. GROUND SfOhNE BASE SUBBASE STLWE BASE EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND 1 I (TRAVEL L14'ANE (UFDIAN) A �AV 14 LANE I , 36. F/C-F/C 61, TYPICAL NEIGHBORHOOD STREET SECTION (6>' R/r) ENTRANCE OF DAUPHIN DRIVE (f-UbLIC ROAD) CS-SSAR RESIDENTIAL cE JfIXPP USE SUBDIVISION STREET DESIGN SPAWP- 25 JfPH CG-6 POINT OF CG-6 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER SIDEWALK 5' N/DE CONCRETE 2% SURFACE 2S 2T SIDEWALK 29 6' PLANING 6' PUNTING 4' MOT 21A STRIP STONE BASE 4- 2T BASE SUBBASE '45STEP gASE T 5TOKSALINE BA 5 6 A 10' 10' T T,5 6- (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) TYPICAL AW10HBORH00.0 STREET SECTION (6-6' R11#'' PORTIONS OF R.4UPHIN DRIVE PUBLIC ROAD CS-SSAR RESIPWATIAL & IfIXAT USE SUBDIVISIO STREET DE ION SFAA 25 JIPH PARKING ON ONE SIDE ONLY GO POINT OF CG-6 5' WOE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 5' SIDEWALK 2x SURFACE 29 2% 6' PLANING •. `,;_' I '• 4' MOT 21A STOP yD STONE BASE 4 2fA0T AYABRAAr 4 zt Or EXIST. GROUND EXI GRTS . OUN\ 11D' 1 IG' 1 (TlANEL LANE] (rAVEL LANE) 24- F/C-F/C 43' R/w TYPICAL NEIGHBORHOOD STREET SECTION (43' R/W) BER#72V LANE (PRIVATE ROAD) CS-SSAR RESIDENTIAL & JK'YED USE SUBDIVISION STREET DESIGN SPEED.' 25 JfPH ON -STREET BUJfP-OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACE CA CG-6 POINT OF CG-6 5' WIDE CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 5' WIDE COMO SIDEWALK \ SIDEWALK SURFACE \ / 6' PLANING 4- VDOT 21A STRIP STONE BASE - 10' - J to' - (TRAVEL LANE) �(TRAVEL NNE) 24' F/C-F/C 6' PLANTING 7771 STRIP EXIST. GROUND EXIST. GROUND EXIST. WND EX/ GRTS . OUN\ TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R14F) LOYOL.4 IYAY PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE rPYlBLIC ROAD) AND SHERIDAN STREET PRIVATE ROAD) GAS-SSAR RESIDENTIAL & JfIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 V ON -STREET BUJ(F-OUT 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 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 5.50.6 13.43 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.50.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 10.95 t.L (WHERE REQUIRED) TIED ADJACENT TO i WITH INLET TOP SEELAN DETAILS XS-3A AND-XS-3C--- NP VDOT STD. CURB A DROP INLET (DI-3) .M 7V ;a �o � 4 O= J a� d wa U� a o ME 1.6't & E `. SECTION A -A NO SCALE TRIP GENERATION- 1 =100' - (F��yAOr �N°��� ONS���! zT T N D SHERIDA i Lor T �E E LOT hLDrLort aD r� R193in tRin I R1R61n 12 / ______________ --- Widefs Option: Area may be GOT Ibnom of Curb may follow slope 0f de, subbase prodded a minimum of 7 inches is maintained. 1Ruin 12fl0in RolNop Curb LOT 27 , f' $6 'I -� w � I "\ I LOT xs i I LOT - _... ..� +_rY'-I • Dr za as as ,. L°T 1 DISTRIBUTION LOT u LOT Lor Loi I 8o%RESIDENT] AL xx I 0 I 5o%C ER L OMM RCA A Dr x, I TRAFFIC V Iv�`LDr \ 19 S V �� LOi yy L6ET L5I LSi LOT 54 `1 B1 LOT ST LOT 5 Di LDT 6 LOT fit •. ... C ar II L6] Y - J LOYOLAWP ¢ III IT Ij LDi D / / t0i C LDT � 64 Lai 18 Lai eh Lai N LDT ex LDT eB I lit W '• I I2 I LDT 6i I K 11 I " 65 77 Z mT or � B +i+ 1 UOT X- •X X-Y Lor >k � F II L eT .I LOr LOT LDT I� 1 Lor OT or I LOT p� I f _T io,000 SF OFFICE i ' BLDG. ' DISTRIBUTIONi L I 1 L - zoo/a RESIDENTIAL \ L ---------J 50%COMMERICAL - 1 KAFFIC ---------------- t TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) ioo MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 io,000 SF COMMERCIAL OFFICE SPACE - CODE 710 (PHASE II) RESIDENTIAL COMMERCIAL (PHASE II) ADT: 732 VPD (366 ENTER/ 366 EXIT) 98 VPD (49 ENTER/49 EXIT) AM PEAK: 46 VPH (ii ENTER/ 35 EXIT) 12 (io ENTER/2 EXIT) NOTES: L THUS FROM MAY BE PRECAST OR CAST IN PI/LE. L CONCRETE TO BE CUSS M IF CAST N RACE. 4000 PS F PRECAST. 3. COMaNAT CUPS k GUINEA HAVINGA RMUS OF FEET ASRNCBI CURN FOR SHALLE PAID AgCOMBINATION CURB M GUTTER. T 4. FOR USE WTH STABILIZED OPEN -GRADS) ORANNOE LSA�YELP.w DEfI PessuE CURS TOCTKE3OPE 1 CownwCTOM OF SUBBASE COURSES AND TO THE DEPTH OF j� THE PAVEMENT. 1 B. CRITTERokROADW FOR T E USE Is D CATION NO BASED ON ROADWAY I AND N IN AP OF Gi SHOWN NE ROAD YHANUIL �CTIN S' R OOMGGNN IN ,TIT}IY ON CS LHBNI STM9ARDS. D r Y.l , D D D TIE 80"ON OF THE CIMB AND P SEND. OUTTET( MAY BE OONSTRLICTEO PNYLLEL TO THE SLOPE OF S ME COURSEW RgVIOED A AT M OPItlN THE CONRN/CTQI MPJIIW DEPTH OF T' IS "WAIWD. 0 C W Slope break for drainage. if rl i'd. GOR- 2 Feel t, g < Bock of Curb o g g iii � i 8 Tli. l I p ^ILi 1 I I u ill: L I I (:OnStf. ' Joint SIMI f IAainflne Edge of Pavement lh ivelvoy Entrance Warp TransiWn Roatop curb Port Plan of EntroncXa Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rcdus Return Worp Curb profile to mulch drivewoy enlro'"e opron ode ,,In- 4 teat each Bide p�Qpron ObOre Ml Nerl line. arive.ay Enlronce ADron for Roll top Curb Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION OFFERER E COMBINATION 6" CURB AND GUTTER RDAD AND,b 6TANDM05 toy SHEET 1 OF 1 50] VIRGINIA DEP.VtIAENi OF TRM,$PORTATION REVISION DATE M1.0.1 �E NOTES: 1. THIS REM NAY BE PPECAS'r OR CAST IN RACE. Z. CONCRETE TO BE MASS AT f CAST He PLANE, 4000 P5 F PRECAST. S. CUM HAVING A RADILS OF .100 FEET OR LESS MONG FACE OF CLRBI WILL SE PAP) FOR AS RADIAL. CUM. 4. THE DEPTH OF CURB MXY BE REDUGTD AS WRI AS 0' 05•' DEPIHI OR INCREASED AS MUCH M Y' (21'• DEPTH IN ORDER 1H.AT THE BOTTOM OF CUR WILL CaMCUE WITH THE TOP OF A CDIMSE OF THE PAVOMENT AIBBTALCTUE OTHERW5E TIE DEPTH R TO BE 10" AS SHOWN. NO MLafTENT N THE PONE sU IS TO SE MADE FOR A DECREASE OR M INCREASE N DEPTH. S, CO-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CO-6 M SHOWN N APPENDIX A OF THE VDOT ROAD DESIGN MANUAL. N THE SECTION ON GS URIBM' STNDNNS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENCE STANDARD 6" CURB p5 `AR VIRGINIA )FPA¢TLENi OF TRANSPORTATION ROAD AND BROKE STNROMOS SCOTT/R. CID-LLINSZ No. 35791 pow 9/25/20`� ti 0 \_ss MArn1. E W W L g � L O O U) ZO z z Z Q OL). ! =) ' O L O U U f U ED LLJI J J L l V)J W _j Q ¢ z O H ED ED U) Z J ¢ J ¢ i > Y LU 0- a L LU W) If) L Ur) of Cl� L 0 0 0 0 IN N N 0 LU 0 0 0 Q174 1714 r1i 0 M N W ul rj N to W C) Z Cs, ti C'O co M CV 4 M W " T z VJ CV W \N J ZLLi J L.L J Q U i J 0 LU (��j O V w W U ~ W z 06 W > LU Y O T� z UlV i F_ V rn I I L LU z ~� U) LU Ll- J (D C) 0 O CV U H w W Of W S CL Lin JOB NO. 182157 SCALE AS SHOWN SHEET NO. 10 1 6 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 70P (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE 2'-0' TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED -E- TO THE MANHOLE I} 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 6" PIPE 6' 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 216 D.D. (1/4" PER FOOT ) �1 6- 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN O PIPE DIAMETER OF 4" O.D. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 12" OF 3 FEET. CONCRETE ENCASEMENT SALT TREATED FINISHED GROUND MARKER I PLUG END OF - MAIN LINER I SECTION SERVICE LATERAL _�LIN LINE WYE-TEE PLAN VARIES i SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 ,• COMPRESSION z 3/4• MALE RISE OR APPROVED EQUAL ENDED NO TREATED DmNOS SECTION A -A NOT TO ScA LENGTH (VARIES) VDOT CLASS 1 RIPRAP - 5• J 6. VDOT NO i STONE BEDDING X. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL [A 1 INITIAL BACKFILL BEDDING 7 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 1 ' UNSTABLE B" 4 1 B" INITIAL BACKFILL 4 MI �" T MIN SOIL\ __ MI . MIN. MIN MIN. SECTION 1-1 ~ °]" GRANULAR FILL AS �68 STONE •'3.0' MIN. •`Aw ... '%4'` r><' APPROVED BY ACSA \ ST CK STABLE SOIL OR ROCK, .!Mar:': ': •: i:'r - •. 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 BACKFILL. ELEVATION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW SIREAMBED, CONCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3'. THE TRENCH SHALL 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH IV OF VDOT CLASS 1 RIPRAP, SEWER DUCTILE IRON WATER TYPICAL STREAM CROSSING PIPE INSTALLATION & BEDDING N.7.5 FIG. S-7 NTS FIG. W-2 ro-3B TD-2 NOR USE W ATTACiDD $IMOIE FAMILY ■SNdTIAL SFRMfES OR BLAU R®ENnAL AND RAINAM N SERVICES. �r EMBEDMENT B"MIN SPRING LINE OF PIPE AIMING BACKFILL SHALL CONTAIN ROCK MATERIAL DER THAN 5" IN ANY :NSION TIAL BACKFILL* LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF (F CU.YD. ( OU.YD. BEND L H T L H T 80 2,50 2.50 3.01 0.24 4" qL 6. 45 221/2 2.00 1.50 2.25 200 2.60 2.52 0.15 0.10 2.00 225 2.$D 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 GAS 8" 45 221/2 266 1.66 266 2.16 2.77 2.89 0.26 0.13 3.16 0.32 11 1/4 t.6fi 215 2.67 0.13 90 4.83 3.B3 3,42 0.83 J002 IO" & 12' 45 3.33 3.58 2.95 0.43 3.83 0.52. 22 1/2 2,33 2'5B 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 ASTM A36 AND HEX NUT ASIM AS98 (TAP) UNDISTURBED EARTH UNDIMMED 2 - 3/4- DIA SOIL (TIP) ALL -THREAD ROD' rWA1ER MIN VALVE -AV 24"MIN UNDISTURBED MIN UNDIMMI D E ELM -CLASS A-3 CONCRETE S=nDN NOTE: " ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PANT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE C000t 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 COLLAR MNETSIONS SHALL WCREASE ACCORDINGLY, 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES S2E. DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3, NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. WS CONCRETE THRUST BLOCKS N9. W-m NTS FIG. W-3 ro-e 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 a TO HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 FINISHED GRADE LENGTH OF BRANCH VARIES fi' MIN 2' To 10' (2701 o 7 CU18'-22" . FT. ALVE BID I I ADJUSTABLE TRAFFIC RATED y68 STONE + �i VALVE B13X W/ LID z u 3 42"MIN ';� _ B" GATE z d VALVE TEE 6" a 2500 P.S.I. CONCRETE - i BASE AND THRUST BLOCK AGAINST '` UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED ORHEN 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,TS. FIG. W-4 TO-8 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA - - M.J. GATE VALVE WATER LINE No. 35791 9/25/20�4 LSIONAL 'F:�C'l z z P ' I w w 1 2500 P.S.I. i I CONCRETE .d a 2'X 2' BEARING AREA. 0 0 1 THRUST BLOCK ', d U U < Z O J }} z f da Q~ d H 0 O " U U K U DO w J I NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. (A w O Q Q f v' Z J a W f 0 w On TYPICAL GATE VALVE () Z NITS FIG. W-5 ui W � W � W f OL. f f Tq-e Uw) vw) i w w d K l H- z 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 coNPRESWDH x 3/4' MALE PIRE VAIRURD N0. fi8 STONE - _ HAUNCHING RESTRAINED JOINT FITTINGS 3'-0" MIN / A APMMD muu IV' METER BOX V TYPE x PRECAST REINFORCED BEDDING 6" min + i _`` m`r`OPPER 4" DID ON-LINE CONCRETE SECTIONS 12-MIN 1 '"� N N ED CD N FOUNDATION (SHALL BE 4 16" MAX \� r-j Qo REQUIRED WHEN SOIL (TYPE "B>' 'O" RING SEALS 12" \ 1 T BRANCH F N N N N ED DOE ON DETACxm DIME FAMILY CONDITIONS ARE UNSTABLE ( ) MINIMUM ELEVATION ) 1 Q T i Dip U�j REmmnu SEPNCE WHERE AN INDICATOR �' 4. / ! M METER IS NOT PRONDEo. ALL PIPE) `L DIFFERENCE ACROSS M.H. S" 4'-0" Q �� / N to 00 On �� 'Y FROM INLET TO OUTLET >� to rn `tiff N,I SHALL BE 0.20 FEET. - SINGLE SERVICE ti DEPTH OF FLOW d NDIE: etiA: ' VARIES THREADED COJAND CONCRETE VARIES 4 2" ,) s"oaER sHAu K usm A Pvc PIPE. 18" BRASS NIPPLE AND PVC FILLETS PVC SLEEVE CAP CHANNEL T BE r CON DIAMETER OF I casr RA � j LUBRICATE ALL THREADS CONTRIBUTING -- ='�-- NOTE � � .:.... .. UDCR Iw.Im AAOE 6" EXTENSION Ir-1R 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE - THRUST BLOCK m METER BOX (SEE FIG. W-7 SEWER. jT • a •..4 ` . 12• Wxc METER BACKFILLID ENTIRELY WITH N0. 21A STONE. 6„ ) L9 A FILLETED INVERT FOR A SM00 '•e NOTE: NON 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE SLOT VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION LESS i COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 WITH STAINSTEEL ALL CONNECTIONS TO STONE (2 PLACES) NO. 57 STONE INLET &OUTLET PIPE SHALL B€ BAND 3e '°"COISPDIKTER STONE SHALL BE PROVIDED � PROVIDED. MIN. 6" BEDDING EXISTING MANHOLES SHALL 1/8 SEND ccu"a 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" M.J. FITTING 2" PIPE SLOPED NOTE : W/ N0. 68 STONE BE CORED AND A FLEXIBLE BEDDING OF NO. 68 STONE TO DRAIN IF CONNECTION "BOOT ' (� METER - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED k-da%,cd • . s`1Ak'"*R 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. p cor�PaRARsmP'e� .;mac: 1 eRA As VARIES VARIES A �1 w'y', - ��. xECasARY NOTES; 2. ONE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE A.NNO ■ SORT METER t;;. A's. '"r1 y.en r M•NLTMe Aux PIPE, Ir (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. WAT2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. N mE ANO 9ETrEQ (x-xw .-5.t LAO TrAE POMET .1 AREESAMEI SIZED VALVE PING MINIMUM INIarI¢sJ' RFu mA NasT I100RECAIF TYPICAL SEWER PIPE 3. ALL JOINTS, LIFT HOLES, INLETS. OUTLETS TO BE SEALED &GROUTED d.._.� INSIDE AND OUT. TYPICAL MANHOLE PLAN0! TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (5/8" & 1" METERS) (5/8"-1" METERS) (TYPE "A") SHOWING BRANCH TIE-IN o NTS z NTS FIG. S-3 NTS TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS N FIG. W-6A G. S-I-A FIG. S-1-B FIG. W-7 TD-10 TD-34 NTS N TD-13 FIG. W-8 TD-25 TD-19 TD-27 w Q I..L xw > EFM "°OrI`A.Wcx '1 - EDT KYE,N, TOP « NI PAY ET 1 r RYPOE) �• H-T LET .5 + Lrrs « PED. ° Nrs 0, PED mL M ELRON , KC[$$R«IIC■ !GRSS NWT[■ J tlEorLxKL mwwnL P.aK w+tlMwRMI aYts eE mlrRvn Mm vle AND aunsn / ( Nw*x « EXT. IIPAVEo 4M3 rw•vLn 9r2 (4) 1" (25mm) CIA HOLES ovEW+E +-p- Ar TAL P. m $ROBISON caslw a rKPOKD ISAxm. La,T " ON 32 3H/4" (834mm) DN ) KORxrLF AMIKE rJ9UC 'a OF P sQx'KF OR EMM.A YIQ rovDar la « I COMBINATION UNDERDRAN CD-1 AT LOWER END OF CUTS BOLT ClCI CUE. 2" (51mm LETTERS PMFIEHT PAVEMENT CENTER LINE SECTION IRANTl LA6 y'AA / F F F �1 -� 0 (RECESSED FLASH) WRIY Pr[ ENS' '14 •:. -EY • "A 5• E19A'l�D1 AYII ` � IY15 « PLA LYrS rF FED. /� (25SM-1 � ' J -e• TRENCH PLACEMENT c°u « PAVEIvxr /.r Errs rpR s RWn ■ Jmzs KYrE ` / ME AorE Rsr ,wMfLATF, se IlY6RKf WKT PA ?�I?SLT PPE ro ,y : ME vxx AN' /r BE.WYFE1MANI K .ae°SE° n ADWEMrz NOTE . ME P.., suMAz A. \ 1R « FILL E � B � I (2) CLOSED � \` VNNKC aroArnN KOMOENr. iwEurz a a'uWED sLAMF / op .NL1Em N PEDESTRIAN ACCESS ROUTE DETAIL WITH 4 r \" Aq PICMOLES rm¢ « PAIL° 9a•lEN BLAss VK1rtl re avII.g-.g..gavv. e4 ,rrocK1 r LN1R'v¢ W^I" E WITHOUT UNPAVED SPACE SP )-• I- gM•rIW KO}EKM. WTLMM TPCIMII }� d PAVED SHOULDER SECTION CURB AND GUTTER SECTION •o. e. " nT CAM ., ANALWTE a MNEO �" O B e '«°w`K¢OYiarn,"PN, `I mavnw' E .TEZAv"�o �` r r [3&nm] 0 1 1 1 0.AA IFFRC SA WNAIwN KOIYEAENTS , EN 1 I r r L • ••• ILA LK 9 EXBrYR n reo«® wor raF NANO OED EAMNE ANNME F.Nx PLAN VEIN L PLACEMENT O CD-1 COMBINATION UNDERDRNN) ¢� [ r OR Ed.Vs°N BLOT .NS6 L IEW 'u� Q' ■ PEmrEr Kcs m°Irz wov"t • m V A v�iAucrt .AEE A1Ar nD aP WsmAn �- ANNE" EMERGE ARISE VAT,TY 1. M4 .wEAMINSHL FtONn 6♦ YsAEYeYb4b O Q � W E. E r GW K MPKNgEO. URBE . xd BU EAW OR EVEN, s,NELDED sueeAa E0« « "A`Ew^ I. MAMEIX ri a'v.Mw°is.K.oM EAC LL. BEE A. SECTION F-F 1 " O T J a TO ReoW m . " 10[{gp TTo...e. y. o . e. o. o. e. `La CN "AArsmLK ii`�ED 51B°"oE HALF RAN C � v .s°ESTVN .Gas Iwrzs .RE AN .P 4 'n :Z-I srE•1 � /'� PIPE s PEWopArm s• ELEox Np°E s PEKOx•1m 1 .... "ProvaO. A 1YE.r A rnmxls�2 A.a 1 " S W (2) CORED v CDxKcrW .51 QMA4TE .e ABERRANT OR CRDaIED E ALPA® NEN A YAM. VF 036 INI KAPICKERMS Prt-LEAR ABOMINATE aL a.ss W21NY Ae aRADA". K°IrM , GENERAL NOTES m U BF.. I.. rWA°11aTP Wa1C Y-O- � : T 1 1/B' (29mm) OVL BOSS � 1 « vAlu aav mxrN.yc l aec I ,MOTs sgac.u. w°c•rzo co1ryNATCx irdLaNrNx Nu .Mr K • •' X Dia[ rz0 rNs vmi wYN A°irl amss .xa aedeKL xE SirelL®. vw. IRn a munerxw wrN s,wtlJNm . N. -• xCN PEREAArm [0 S OR [C 1 M NIL 'ER A ML oJREr M[ IrYRCN.I x KNd OMPA TN Pl,lLd wrx atlEaR ME rMdglLr N,N° rNPFD r0 SRWR[ $1MNp d !0 R .0DDAXX , YAra TE • •• ,i 1 1/2- ARCANE O COIiKIMF4. Y°wr16£ CVB C°fNwrON. yeFg4e9g9E 2i 1/2' DD. � ] A9• ELRA ]. IXmET IF . KA AT rK mS OF TF TRAND LME AMENMT NO NERY. Bmm CONEerw NON -PERFORATED OUTLET PPE vwL K RACLC A A CAME PMAML To VIE sxou.pm a«I 2 z YN n x MB01K a111LN i i ( 7 CONE OR DEMME)CANNOT L ... x SECTION E-E /4. d T PAY LY=S . A. 26 1 A 1� 7 A, l A LUe iTP acil»A. WREK Ir 5 AP65E6LL r0 01,(Av6E PROYCL •°i l0 N CNiYI■ t )' BB%mm (7B`Gm) I- EJ L FOR rD wWETLf5 !A wKxmra. r,Er /W rD K Lau,m so .e ro vaN Nro DwP :• •, -•. A! :-- S • LL.m AA ..1 Cac � I ( 7 � 1 28" DN � 2 � 1 11 r°' YAx MM 6 s A wANEEs. .: 4 ° t RID 660mm 38mm 5• ElB]R 5. A LIT EEL III". BE 10 K ,MER INDIA PAIEYE T MEA e• AMR. IEL Im r 9S ZB � ( ) wM ii, P AN LD"NON of wr- s-0. 1/4' (6mm) DIA r 3 1/B' Ln s. �Aur uLVATER A, OUTLET NV « wNTLEr rx TD a A RYwAIY « no- DIE Parr«mrRwai.-:...'. 24' DIA NEOPRENE CASKET [79mm7 /� OUTLET PPE Sur ELIYNIA « KGONINO aAxAE AT. a srWA:TME. .V.. V..'s. [606mm] V »L J. CORRECT.. mB°NS. YKs. E12. 1 Al. P•r .1. 1a WIUl PPE N1 r0 fO11 EJEB'K °MAT EIt" NO SCARE Y MAIL TxpOER MM - .CMS BE « M, L CNIFJ¢d AM, C ME MIST PANE. Y [ Q t W<M - NOW AY Y SaT AT . V MaNA. NNN TESTED uDomrN ro an °-x.a AT sR oErlLrna. r r * SECTION 2B 7/16" ➢V. 5/8" t A. $rN. PIPE ro BE ucvnr 6w¢1t0 10 HI-vA orRIA GRMNA¢ t.. S t. aaLANE N aoE rm ., xr YrlRv4 Mo < (7j2mm] [s 6mm] [223" �] SECTION C-C e t YIAMY DE°EAa ra xmnd 1YAwr Nr NrzR"Has $ECTKIN D-D Ron Iwo oc srMOAms STANDARD PAVEMENT EDGEDRAIN W`""rts.sGrC"^°'N AKa1CA=A* 3Bx vA �� D STANDARD COMBINATION UNDERDRAIN AD°m E d°M� STANDARD ENTRANCE GUTTER woAomaNYAms [ESEC [ASKED]LU YEE* « z KvINA DATE w1 Kv voa (AT LOWER END OF CUTS) sm WENaWA arz am . e , FRAME SECTION DODO of GASKET GROOVE IOe.a vwa.A DEPMTWMr « TRM5PATAIN„ ,m MM ra YeMiM m.nYO1r a rAY.YNIRA,WN TI6 �® SECTION m- x NOTE. ANSI A PELESANM OLGEA ROLE CADE. A tl XEFAUNL ENTRANCE ♦ A , l COVER LIFT NOTCH 1212 3/8" WATER aYYWC .Rticml rmE a wE A * e- xA. wA,Nr sxamx RNL PNc .Ia vm s.Nl°Tx rILL K ]0 Pv NN x JD Pv NNN VARIES STREET SURFACE OR NON -PAVED AREA 1'-O" MAX MAWJN VCIVCRML YYMI CR CN JCYYCR AWVIVYIIIVIVJ (J VIVC LI, LV IJ) Lw"frj'eT �[1 `" ABOTTH°'F i FEET:'""""` 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA `" .A «° t a aK �"E j } j "' a RK w NO x AE SwF °NO DIN US TO M As W W MWxwE MIILWAT TOM NOTE u GENERA NOTES OFFICIALS AT THE START OF THE WORK. CHY•�TL' s14M1rER LED WBN AThY MD N * ANC m sgWH A RAN. } 0 ----- - '9I°OWM TO BE AS 1. BEN usm w cOX.DTIW .11 ST... CO-J MINr0 m,u3Tio WTG mQ «PAvpRr NON NEro xSTAN Cuts 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 ( ' r"""EL Lrlm CO. a "-' `-_- � ME TANDAD COMBINATION UNDERDRNN CD-2 ON ELLS � I. SEE srAVDMD w-Ix Ta cuRe R.MP asdx To RE FOR THE PURPOSE OF IMAGERY COLLECTION. CENTER ONE s6CTI0N --- I KR D WAA INm Rlrx IN. 6= xD N. CMIN TYPE I W1ER wTERAI rL mQ «PmLiNr - °�" 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. ` "tlW NO E. E . "E « ""PAW'"NME"TMYL EE °°" ST0NEL° `° VIE TRENCH PLACEMENT r --- -_ - +� R/W LINE (EXCEPT MY yJNOAAOE SrA91LZAlIA KWWD FA MARW PAIEW„. Mxax K THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. r R BE FEEL IXPAMSA .Igxr AD, 9p" DOTTED w TW mrvMCEA 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. -PAVEIFNT SAME A EASE / fel■ANA W�T«SPE Pa " " " " " -- NOTE: MOM e•W-o• a A$ M ANE ROADWAY s,ww ON TrvICA Kcr,A A'sDCO pT HRP.E.BRULieo RF.AUS ME EP/WRLM ERCL r ET WNvEMLCT D BEYOND .�E " �-sEAEn YA,TEm.L TYPExaz PLAN VEIN SNOWING PLACEMENT OF as_v_E p -J°" 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. .AT AC6IE6AW .. DxE6AlE a WIREO CD-2 UNDERDRAIN PLAN VIEW ENTRANCE NOTES BLAME MAINO.B aAY.AmN WavAJDsla. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). AD RE D NON -PERFORATED OUTLET PIPE AANE�a 5. WIEN THE MARNE RADI CMMOT KCOwwpNTE RE TMaxe RCBNEWxrs OF Axrx . 1EAVY M. FOR FIBRIL MMU1ff ROADWAY aIX£ FIG ME DIM MWMXN . ANNE AMEBA EMITS EA DE K 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 �° $?,mx - °F - XW. tl CURVE IEx AL D•PAME ELIK°W MADAME) TO J . A. CC Ol UP .i BEMDE D. aODE CWNS ■ - - p OGCIKKN.L ROW -- A. PLANS NE i° COREu0 ILAND A. Miff„ A ROW FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. swwrn wAL PVC .m D.xiA ___ ,aE A 1. P POSEVEICJIA E LLE 1. EXRANCE. 'O IWDVCE PosmvE pRINNE A. iK ENTRANCE. S. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. �-PAYEMExr SmFA£ . BARE aKOM WILL K TO PAT NMN JO RA MMM v4 a `-, a e ` A `"W""`N �° M __- YYYNC R°WWAY - _ -NOTE J) eF MM. p OR➢ CMAa ® - - o J. ME pEAWIRE AND YM1AN EMRNFE NM➢E CWNOEA ° "E SAT`°" ` AND N NEE arR""" `RN r.C. METE HALES AL xo= N4LIGdE =p sTIEEr e " -s1Ecr wRRVL rYFE.a T.B2RKE I ICflEM A 11E ETRE& 1 •,"• W� NWSTED TMI °'N NUM Fa COABOTTAS 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ACCORDING G TO1. .a, Ae°WCArz..e ADARTATE ON A151Ep NNM rmrm KCORoxc TO Asn p-x+a AT ea ¢rLEcmT. uEKUL ExmAxE INTERSECTION NOTES 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. W.WwcBLAss MarNO.e aaArax WDaYWArs GENERA. NOTES a" " ■ GABTNE, aO AM $ Am "E PARABOLIC WRIE L ;Eat1 `. EE1N °"° N "'" L IIEN]I SMKL K rLID Mn W«EaIE AND 1MSYAAY MMU r11EEp i0 SECTION A - A MSMp TCLOY Alp ME APPLCAHLE xEWINELENTS OF =K VODL iWq (EARN MMU8 INCLUDING SrGggO /:NZ nAT asr Na N VALUE ME KumTE. 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 NwE cwRABRALL ROrOK REMNE SAFE DRINKING WATER ACT), K RANON a B PA"£NEN wR E RE aw KA AT TK mBL« E PA nvND DEMT Y saAADEFKA TO ME A. ATAK ANY MAroNO «A � ,Y*fYMIE#d*°NOR AORPIEDRAR 9.1®A£ s. �FN TUNA 1KP WW To BE LONJ5C M 90T A9 To q M w ALLOWABLE ENTRANCE GRADE CHANGES 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY a' a-0' s - COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION FAI xIB IRATE 6"E' W. RPnMA * A. NA 9BUBLEX AIEO N LOW A r M E T° °E UxR9 EXRE PNVBRIi .YEA Y-0 gZC . NAM MRE REA LOW $D «A,. P"Y CSADE ORANGE 5L12,D F L M --� odWK SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. '_ R6EVA11A AT WILET BA O N 3 O TO K A NIYAY « Y-°• BO ` MEXAMS` ELEVAINN a WmVNO ORSAN LET A .IME A L OF CD-2 N AT E. xVr E'Irn. PA°i�u.rs� R °uncr KE ARE ro 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 APPROAPLACEMENT MMmI CH DO «cDEE<� �n�. II INNEEO`rL" ,1 SECTION C-C 1,1. L. tlNA, TO R aNO Y WMEAA aA a A.TLAE' YLORE ENIMAreF NNADE TABLE E NOT COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. "```ABLE TO nWEr `DNME`n°"G 'BEFCA1'° STANDARD COMBINATION UNDERDRAIN R° MA xv° 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 KyENOE METHOD OF TREATMENT Rp0 NO.R,WL pMN NR Tn-s2 WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. (AT GRADE SAGS AND BRIDGE APPROACHES) px CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) Jal NEXITMA «PANrKxT « rRA2DNmAnA Y..DO vNNAA DEPMrtaxr « n.wsPGRTAnA tlJAw $03.M 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. (2) Ma1R 1/16 IT 5/8 X 1 In RUBBER PART/ 6a61°.$ T P. 5 F11X 1 AS 0. IX / 61 MRT R 250 / WSHR 6 ID tap CO a vMR/ Des ate p�R1Am „ x mM (xa , m.LW S/E-,1 u �PARtf '09E1M D 1B�R LOdK 9MO RIORD PAR/ cO1BAB6 LOCK LUG ASSEMBLY b w w a U) JOB NO. 182157 SCALE N/A SHEET NO. 11 .01 - j -1-- 1 I �.11 .11ig2 COE PROPOSED LANDSCAPING EASEMENT . %11RUwrip. tiff: � • � �,a � I r L Nit \y MIN R r r 5 \�. �Ip W, �'M'�ylt �►! s ►a I I ,�.�,-a �-911 _ I_ (oV Q1� , ,i� l�'�. • I��f �� �/1y :.. �� ~' g�" " � III, �, ����/� �I � i' 1-• - -I ��' i fir, 'f► �"�ab � ' � _ /_1�,���� � � � � ��. �•1%�,� � � i IEL 1N � T ! a f((� er. � ram• (� • • t •► ,� h INI 4 4 � • � II h ,�,�+�y II _ . ` L I " �•� A` 6w'z's '��96�"�ris ~� a a��,�y � . q 17:•D •I <111� 111III�I • ,; I IVA '' l•IN�V4�""'I�•��� �� �.F �•t -� �� • �oiA'J I �11 .1. Kam ,"611/\ • I I . � � y.,, T"�'�."�II�'a"ij � w`iri was-p����II I� aft • .�s��. :: �1f�y'�S�'. a `I Cn�- 1I /r�. �� •r e�; /A�.�1 � N� I� i (IIIV� �,�; • I p�q�•�c�•.t•�•e••IINN••••• /L4i.W.O., �>• iN' � I I1 •. 1 r�•y" � f�•r '1.. 11�®�lOJDI�+n:���'�`'y�J`` ��� �� IIC�7 1' �.. r��_ f � - � r r 1. � --, I �hlliv �r®c fj'f��f�`��, �®� .�r�.b�\��-�.�\�r� 1•�M• �� ,I p• h!,. v•�►I a !ice/ ®®• I� /III ��, +��q®��, • • y .. 1 . �3.ho �, �• � i , , -" �'I ter_ - ,3 S 1��,��►'����► � ► WN � O..A. illl `.�.,®`A �..r- w4-•,�!!w;0•��tnety:.-�..D3@• ,�i•>L 6�iC a�.G9 bi..•C F:a�I��. rI,�`.�'"f �:�, <� ��S . - T , u{►�'it,�i.'�iYa. v �. �► ► .� v tc "YY'Y'Y 1'^�'"1-T"'Try I% f/r�• ,.,u. PAI `,!a �I_: ��. Siff a:'I,r.-_ V�� ��1�. ♦�'�'L�����i PH( iiiiiiiIIIN.; W.i �..11w7 WV-1 i7iA�l _�E_r: ..-,`W-tq M i &•l i�-X Wl.1G31�! �� "Xi9�li-i�rs U.S. RT 20 SCOTTSVILLE ROAD (55 MPH)- HWPB.1 PG.354 (80' R/W) - .�,Ifo - PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel n' * 'Evelyn' Hedge Maple- 2.5" cal. 2.5" cal. 11 Acer rubrum 'October Glory' 'October Glory' Red Maple- 3.5" cal 3.5" cal. 28 Acer saccharum'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 6 Betula ni ra River Birch- 3.5" cal. 3.5" cal. 2745 Carex strlcta Tussock Sedge plug 50/flat 3 Celtis occidentalis Hackber 2.5" cal. 10 Chionanthus vir iniclts Fringe Tree 6-T ht. 31 Cladrastls kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Cornus florida '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 llex'Ma Nell' 'Mary Nell'Holly 4-5' 212 Ilex glabra'Shamrock' 'Shamrock Inkberry 3 gal. 23 Ilex x Ma land' Oakland Holly 4-5' 49 Itea vir inica'Hen 's Garnet' 'Henry's Garnet' Sweets ire 3 gal. 59Jasminumnudiflorum Winter -Jasmine 3 gal. 20 Juniperus virginiana Eastern Redcedar 4-5 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel Eastern Redcedar 4-5' 41 Li uidambar st raclflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflora D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 15 Magnolia grandiflora'Little Gem' 'Little Gem Ma nolia 4-5' 5 Magnolia stellata 'Royal Star' 'Ro al 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 T ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardii Shumard Oak 1.5 1.75" cal. 10 Quercus shumardii Shumard Oak 3.5" cal. 3.5" cal. 52 Thu'a x'Stee lechase' 'Steeplechase' Arborvitae 4 5 7 Ulmus americana 'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 108 Viburnum x pragense Prague Viburnum 3 gal. 10 Viburnum x rh tido 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. 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' 'DID 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 MaIus x 'Pra i rif i re' '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 F- Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 535 3745 TOTAL CANOPY 89123 TREE CANOPY CALCULATIONS: Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20%n 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%n 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 q p p Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5n/n 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 Total passive recreation = 74,900 sf or 1.7 acres A E O U N DD P'y E V aE 0 w ai ocn U '0 ^� z= o > (D N N Q O � C E w �v a s m a u N C � 3 z !�a O aN 3 p 3 ON 0 d co M W Z V J6.L ,v/ > J � J Z) = O U v LU Z J L u 'CL V / m Q �r LTyo-On TCr � ? 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LOT s ' • �� ��� � � � �- �• r - ,. •.. �; I I \\-- — --� � • i ��w, \,\,,; � 61' • � `. , i ••}..• � \\ a ",r Walli Id w1j so 5--: fm I FA J� Vw j;i� - . �.� � `��'� ���+•���''�' �� 11� ki;T� ,� �� �Oi, izi." % � !r'pe�i v_ • •', e��Id�'° ,I11 / a�lhl� `�1, • _ FM WOMEN RMPINN 1e �,mm+ 111 O OJ > O O O O > O n O O z � O O U O � O// O LJ O W J 1 m O SHEET TITLE: SITE PLANTING 4 PLAN: GREENWAY PARK & GREENWAY -- r— A i T r% A A i !1 r- r1 A r1 1/ DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1.13,201 Count ARB Submittal 2 12.23.201�oijnty/ARB Submittal 3 05.29.20 @ounty/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22.20 @ounty/ARB Submittal 1 08.18.20 @ounty/ARB Submittal 2 10-12.202 ounty/ARB Submittal SCALE: 1 "=20'-O" SHEET NUMBER: (0 L502 3-'DD Blanchard' Southern Magnolia I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �y' r ,� /� � ��'----' mar ion ► fli'• 01 " //®/� �r.` �f►' ►� +: � ewe ♦.�� _ - - i;s • • �♦ � ����_ d � � "sue" � � �D� ♦ �"%"jam ��1/` .�.,� i � a "� �I i"81 i [ _ �r II ` cow t w•I�+� • •i •• a •• _ I f f - D i r I'►�i�j�`► �+ • _ • • hod LOT palm 39 40 1 r,? f I v'N"r - • - • ��� � ����1'�' • • • • � �� �,���`i,� � "'�,�„�,��►_ ;.-.. - 1. . �L � 'ly I . r � . �! , . . l /� Fri„i%' �. � Y, © �/, � � . <�: ��i'-�►� �_ q� �►r ; . - �►,, � �� -�-.y, sue. - ♦ \� "�.�- 4%�, � � �'o'� it A �i, j � / , • I �. � r �•�—moo,_ � w' �� V I1' �� r�r• 3 '�► _ i 6 •; . IIII 1 'Mary Nell' SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: o. Date Description 1 11.13.201 Count ARB Submittal 2 12. 2.3 201 nty/ARR Submittol 3 05.29.20 Oount ARB Submittal REVISION HISTORY: o. Date Description 1 06.22.20 County/ARB Submittal 1 08.18.20 County/ARB Submittal 2 I- 12.202 oun# ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: (0 L503