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Home My WebLink AboutSDP201900068 Plan - Revision 2020-09-17GENERAL 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 WITH 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. PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY.- ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF OPEN SPACE.• PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.2Z) PARKS AND AC77VE/PASSIVE RECREATIONAL AREAS PROVIDED: OPEN SPACE A (BUFFER): 0.06 ACRES OPEN SPACE B (BUFFER): 0.09 ACRES OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES OPEN SPACE D (POCKET PARK #3): 0.183 ACRES OPEN SPACE E (BUFFER): 0.02 ACRES OPEN SPACE F (POCKET PARK #1): 0.63 ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK #2): 0.83 ACRES OPEN SPACE I (BUFFER): 0.21 ACRES OPEN SPACE ✓ (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.663 ACRES (28.21, OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED /N A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE /S PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING RESIDENTIAL HE/GHTS(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 F7 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 RCW OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDEN7AL: FRONT 5' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE.' 5' MINIMUM & 8' CORNER LOT SETBACK REAR: 15' MINIMUM (25' REAR SETBACK FROM ROUTE 20) SUBDIVISION STREETS CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED: AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY.- THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY 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 ✓ANUARY OF 2020. DATUM: NAD 83 EXIS77NG VEGETATION. PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING. PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 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 /N 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 SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS. THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER 0 0 0 SPRING HILL VILLAGE FINAL SITE PLAN SDP2019mOOO68 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIF BLOCK G 47 ACRES POCKET PARKN2 AMENITY SPACE I OPEN SPACE H (083ACRES) it ` � IL SR iEm DR v ICI DR i I LDr Ir� i� II i� Lar lD LDT ,1 OPEN SPACE IS II AS \\. \ c 1'\ \ AMENITY SPACE as '.___'LANDSCAPED BUFFER AREA OPEN SPACE C` 0.69 ACRES mr L¢T Lot z0 'i T \ BLOCK E 127ACRE5 T Y: -- 41 LOT I0.183 ACR61I 7 POCRET PARK I�3 \\ '- AME NITY SPACE LOT w ioT -- �� a6 A7 -0a OPEN 5 ACE LPG (0.21ACRE5) aT 2D -�..._ -BL CKF\ 0.7ACRE}' I e r1 or sa ss Ts] mr sa mr sD ' ITT L LDr r LDTS I I 1Dr \ DrS LI I LDT Diw / LDT D1 \ , - T � ) I fT L9ECT BS 9i69U,T )/ Ln ,R > ,- -� - �- --- 76 D �T BLOCK D K YD1 416 ACRES I L6T - - I OPEN SPACE I PILAU ACRES) I m Lm fOMMUN EY PARK rn AMENITY SPACE SPACE J [1 BLOCK B I I L L or 1 "777LIACC e4 Ds POCKETPAAK#1 OPEN SPACE AMENITYSPACE (063 ACRES)._. C SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION STORMWATER MANAGEMENT• AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE ORDINANCE. DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. ACCOMPLISHED NTH THE PURCHASE OF NUTRIENT CREDITS. ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. RUN-OFF FROM THE FACILITY. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. 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. IMPERVIOUS AREAS. ROADS 2.03 cc. SIDEWALKS 0.86 cc. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. BUILDINGS 2.66 cc. DRIVEWAYS 0 75 ac. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH TOTAL 6 30 AC (507 IMPERVIOUS AREA) ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS W17HIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. PROPOSED USES: LOTS: 5.40 oc.-47.5% IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVDED ALONG THE BOUNDARY OF THE ROADS PACE): 3.95 cc.-3D.2% OPEN SPACE: 3.67 as-28.29 PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITIONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING OFFSITE EASEMENT OFFSITE EASEMENTS ARE REQUIRED FOR SANITARY SEWER BUFFERS. CONNECAON AND ROADWAY CONSTRUCTION. SEE EXIS77NG TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION. GARAGE. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE wC THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED wC THIS FINAL SITE PLAN. �T Emil mill �i�1I -U-S� RT 20 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. PROJECT SITE VICINITY MAP SCALE: 1" = 2000' �COTT/R�LLINS_,` Lic. No. 035791,E � 09/11/20 Aj IL Vl Z o a � � r G O H Ln m c - w � to J Z o G / (f) t u W � c Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN LAYOUT 4 SITE PLAN 5 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 11 NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 RECREATION AREA AMENITIES & DETAILS L5.0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK L5,2 SITE PLANTING PLAN: GREENWAY PARK & GRENWAY ENTRANCE PARK L5.3 SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK 20 TOTAL NUMBER OF SHEETS LEGEND ROADS a EXIS77NG CULVERT EARTH DITCH 0 CUL VER7 DRIVEWAY CULVERT Q DROP INLET & STRUCTURE NO. BENCHMARK CURB CLEARING LIMITS O CURB & GUTTER - - - - - 0 PROPOSED PAVEMENT ar EC-3A DITCH �0u EX/S77NG CONTOUR DEPTH OF EC-3A DITCH zoo PROPOSED CONTOUR 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH •'� PROPOSED SPOT ELEVA 77ON g" DEPTH OF EC-2 DITCH APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIR(i 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. lf] Cti N .-I ti M L\O .. o 0 CD 0 O ti cri O N Lr�M z d' N J w O N W N W zW `� J J Cf)z w W � W P/) O � v / Z Q /W/D� > W Y Q W \~ P- > U) Ul � J li �I zLU W = U) z_ W J JOf � Q O 0 O N U G � o w a JOB NO. 182157 SCALE 1"=80' SHEET NO. 1 tiTH 0 o SCOTT R. LINS�Z U Lic. No. 035791 ,a ° � oONAL 09/11/20 These proffers are part of the requested rezoning and the Owner may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and acknowledges that the conditions are reasonable. shall apply for a period of ten (10) years following the date the provide the name, address and telephone number of the potential PROFFER STATEMENT certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1 C have 1.Affordable Housing. (The Affordable Housing Units will be provided in Affordable Housing Unit, or until the units are sold low or moderate been satisfied. ZMA No. 2013-00017, Spring Hill Village the form of for sale or rental units). The communitycould have as few as 80 is cost units qualifying as such under either the Virginia Housing units and as many as 100 dwelling units. The Owner shall provide 15% of Development Authority, Farmers Home Administration, or Housing 2-.Cash Proffers for Residential Units. Beginning with the thirteenth f Tax Map: TMP 09000-00-00-02800 the dwelling units constructed as "Affordable Housing Units" within the and Urban Development, Section 8, whichever comes first (the residential unit for which a building permit is obtained, the Owner 1 Owner Of Record: Spring Hill Village Holdings, LLC Project in the form of 2 or 3 story townhouses. "Affordable Term"). The Owner of each Affordable Housing Unit shall contribute cash for each new residential unit that is not classified � � U) shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit. This cash contribution shall be for the o o 7) Date Of Proffer: September 29, 2014 The Albemarle County affordable housing policy defines affordable housing provide written reports documenting rental rates and occupancies of purposes of addressing the fiscal impacts of development on the `-' " c R 1 to NEIGHORHOOD as the following: Affordable Housing, in general terms means safe, decent the affordable units. County's public facilities and infrastructure, i.e. schools, public safety,Ln be (n o o 12.99 Acres to be rezoned from Residential housing where housing costs do not exceed 30% of the gross household libraries, parks and transportation. The cash contribution shall W MODEL DISTRICT NMD ( ) I owners shall include principal, al, interest, real Housing costs for home p p income. Ho g B For Sale. All urchasers of for sale Affordable ( ) p Tw nt Thousand Four Hundred Sixt and 57/100 dollars e Y Y Z Z o .. J Q W 0 estate taxes, and homeowner's insurance {PITI). Housing costs for tenants Housing Units shall be approved by the Albemarle County Office of ($20,460.57) cash for each new single-family detached dwelling unit. 0 a U K ED < < g Project Address 1776 Scottsville Road III shall be tenant -paid rent and tenant -paid utilities with maximum allowances Housing or its designee. The Owner shall provide the County or its The cash contribution shall be Thirteen Thousand Nine Hundred �"� w w W a a Contact Person Vito Cetta d b the Housing Office for the Housing t be those adopted for utilities o p Y 9 designee 180 days to identify and pre -qualify an eligible purchaser for Thirteen and 18/100 dollars ($13,913.18) cash for each single family (n U) a s i Id Drive 1730 Owen f e Choice Voucher Program.1�1 the Affordable Housing Units. The 180 -day period shall commence attached or townhouse dwelling unit. The cash contribution shall be z o a a a c z Charlottesville, VA. 22901 Affordable Housing is defined, for the purpose of this policy, as those upon written notice from the Owner that the units will be available for paid at the time of the issuance of the certificate of occupancy for > z o > o > 434 531 2192 houses affordable to the forty percent of the County population that have sale. This notice shall not be given more than 120 days prior to the each new unit in order to be consistent with current state law. W w " w w W ~ household incomes at or below 80% of the area median income. For 2003, anticipated receipt of the certification of occupancy. If the County or o the maximum affordable home for purchase (80% median income) would its designee does not provide a qualified purchaser during this period, the Owner shall have the right to sell the units without any restriction Beginning January 1, 2015, the amount of the cash contribution z N z 0 o Magisterial District: Scottsville 9 be $172,000 and maximum housing costs (rent and utilities) for tenants on sales price or income of purchaser. If these units are sold, this required by this proffer shall be adjusted annually until paid, to reflect o o In would be $787 (50% median income). proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve Each Affordable Housing Unit shall be located on a single lot. The Owner price for Affordable Housing Units (65% of VHDA's Maximum Sales Price for First-time Homebuyers). The calculation currently put the Marshall and Swift Building Cost Index ("MSI"). In no event shall any cash contribution amount be adjusted to a sum less than the amount as the owner's representative of Spring Hill Village Holdings, LLC whichis hall have offered for rent or sale as provided herein each Affordable s .. Housing Unit within the project. The Owner shall convey the responsibility maximum sale price for Affordable Housing Units at $211,250. proffer. The annual adjustment shall be established b this ro J initially esta y p i for the the owner of Tax Map and Parcel number TMP 09000-00-00-02800. TMP of constructing the Affordable Housing Units to the subsequent owners of made by multiplying the proffered cash contribution amount preceding year by a fraction, the numerator of which shall be the MSI 09000-00-00-02800 is the subject of rezoning application ZMA No. 2013 "Owner" lots designated affordable on the site plans or plats. (C). Conveyance of Interest. All deeds conveying any as of December 1 in the preceding calendar year, and the j 00017, a project known as Spring Hill Village. The term as interest in the for -rent Affordable Housing Units during the Affordable denominator of which shall be the MSI as of December 1 in the year referenced herein shall include within its meaning the owner of record and (A). Rental Rates. The initial net rent for each for -rent Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended. I successors in interest. The "Application Plan", refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and rent rate approved by the County Housing terms of this paragraph 1. In addition, all contracts pertaining to a LU a Code of Development last revised August 28, 2014. applicable maximum net Office. In each subsequent calendar year, the monthly net rent for conveyance of any for -rent Affordable Housing Unit, or any part 3. Over Lot Grading: The owner shall submit an over -lot grading o 0 0 0 Pursuant to Section 33.7 of the Albemarle Count Zoning Ordinance, the Y 9 each for -rent Affordable Housing Unit may be increased up to three thereof, during the Affordable Term shall contain a complete and full and controls established by paragraph plan (hereinafter the "Plan") meeting the requirements of this the Owner hereby voluntarily proffers the conditions listed below which shall be ° term "net ur ose of this proffer statement, the to percent (3 /°). For purpose p that the rent does not include tenant -paid utilities. The disclosure of the restrictions 1 A. At least thirty (30) days prior to the conveyance of any interest in 3 with the application for each subdivision phase of paragraphpp Property. The plan shall show existing and proposed topographic to the zoning district identified above. applied to the Property if it is rezoned g rent" means requirement that the rents for such for -rent Affordable Housing Units any for rent affordable unit during the Affordable Term, the then- I features. The Plan shall be approved by the County Engineer prior 0 M m N nt Control Ian. No building to approval of an Erosion and Sediment p 9 i area also shall extend that will not be served by a stairway. This ` I accepted into the secondary system of highways or the County RESOLUTION TO APPROVE SPECIAL EXCEPTION O shall be issued for an dwelling on a lot where the County permit Y 9 p the entrances to the driveways or walkways connecting from e Y Y Engineer determines that the roadway is safe and convenient for TO VARY THE APPLICATION PLAN AND CODE OF DEVELOPMENT N Engineer has determined the lot grading in not consistent with the h dwelling to the street. the g travel. At its sole expense, the Owner shall make the needed APPROVED IN CONJUNCTION WITH ZMA201300017 SPRING HILL VILLAGE N W approved Plan. The fan shall satisfy the following: pp p Y 9 i) Any requirement of this proffer may be waived by submitting a the lot NOW BE IT RESOLVED Memorandum in Q a) The Plan shall show all proposed streets, building sites, request for special exception with the over -lot grading plan. If improvements, if an are required, to the onion of p Y q P that, upon consideration of the prepared i--i setbacks, surface drainage, driveways, trails and other features such a request is made, it shall include a justification for the immediately adjacent to the site south on Route 20 that may be conjunction with the special exception request and the attachments thereto, including staff's supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County t/ the Count Engineer determines are needed to verify that the Y 9 re uest containing a valid professional seal from a Professional q 9 needed as a result of widening Route 20. Should these improvements Code §§ 18-8.5.5.3, 18-33.5, and 18-33.49, the Albemarle CounTy Board of Supervisors hereby W J J Plan satisfies the requirements of this proffer. Engineer, Landscape Architect or Land Surveyor. In reviewing a require a retaining wall and / or a reworking of stairs, these approves the special exception to vary the Application Plan and Code of Development approved in ZMA201300017 Spring Hill Village, J Q b) The Plan shall be drawn to a scale not smaller than (1) inch waiver request, the County Engineer shall consider whether the improvements shall be reviewed by the County Architectural Review conjunction with subject to the condition attached equals fifty 50 feet. eq ty ( ) alternative proposed b the Owner satisfies the purpose of the alte n p p Y Board, since Route 20 in an Entrance Corridor road. hereto, z c All proposed grading shall be shown with contour intervals not p p 9 9 requirement to be waved to at least an equivalent degree. M . * F--i LL greater than two (2) feet. All concentrated surface drainage j) In the event that the County adopts overlot grading regulations This document shall supersede all other agreements, proffers or conditions L9 H � over lots shall be clearly shown with the proposed grading. All after the date this proffer is approved, any requirement of those that may be found to be in conflict. These proffers shall be binding to the 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a O ' Lu grading shall be designed to assure that surface proposed g g regulations that is less restrictive than any requirement of this g ro ert which means the proffers shall be transferred to all future property p p y' p Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote below, held 20, 2020. J w LL drainage can provide adequate relief from the flooding of proffer shall supersede the corresponding requirement of this successors of the land. of six to zero, as recorded at a regular meeting on May Z Q � LL dwellings in the event a storm sewer fails. proffer, subject to the approval of the Director of Community 0 d) Graded slopes on lots proposed to be planted with turf grasses feet horizontal Development. I WITNESS the following signature: Clerk, Board of County a ervisors W U (lawns) shall not exceed a gradient of three (3) of J distance for each one (1) foot of vertical rise or fall (3:1). 4. Improvements to Scottsville Rd and Avon Extended SPRING ILL VILLAGE HOLDING, LLC Y i--i Steeper slopes shall be vegetated with low maintenance At its sole expense, the Owner shall plan, design, bond and construct \ � � Mr. Gallaway Y � vegetation as determined to be appropriate by the County's the improvements shown on the County approved engineering By: �� Ms. LaPisto-Kirtley Y = = J of an erosion and sediment program authority in its approvalVito drawings titled Development Concept Plan, sheet 4 dated 10.21.13 Cetta, Manager Ms. Mallek Y _ � Ul control plan for the land disturbing activity. These steeper slopes shall not exceed a gradient of two (2) feet of horizontal and revised on 8.29.14 as prepared by Alan Franklin PE, for both COMMONWEALTH OF VIRGINIA Ms. McKeel Y — — Ms. Palmer Y Price Y W ---� I� = distance for each one (1) foot of vertical rise or fall, unless the Scottsville Road and Avon Extended. The improvements shall be CITY/Geb'NT (OFF to wit: Ms. _ Z W County Engineer finds that the grading recommendations for designed and constructed to the County and VDOT standards, steeper slopes have adequately addressed the impacts. including the design and construction of related drainage, slope and W z e) Surface drainage may flow across up to three (3) lots before utility easements as applicable. These improvements shall be +H The foregoing instrument was acknowledged before me this2-� day of F- 4 being collected in a storm sewer or directed to a drainage way completed and approved by VDOT and the County prior to the first �+Cvv�l O-K 2014 by Vito Cetta, Manager of Barracks Heights, LLC, a J I~— ce outside of the lots. f) outside surface drainage across a residential lot shall have more certificate of occupancy for any structure on the Property. As part of Virginia limited liability company. W than one-half (1/2) acre of land drainage to it. this process, the dedication to public use shall be completed at the g) All drainage from streets shall be carried across lots in a storm same time. The Owner shall obtain approval of all road plans and Q sewer to a point beyond the rear of the building site. bond prior to the issuance of the first building permit or first approved My Commission expire : 10 31-15 h) The plan shall demonstrate that an area at least ten (10) feet in hever comes first subdivision plat, whichto ensure that these y Yam ® C)O O C)portion width, or to the lot line if it is less than ten (10) feet, from the improvements can be completed in a timely manner. The mprov # 100 > Notary Public N of the structure facing the street, has grades no steeper that ten (10) percent adjacent to possible entrances to dwellings improvements shall be deemed to be complete when they are p MAflGIEK.COLLI NS NOTARY PUBLIC REGISTRATION# 100901 COMMONWEALTH OF VIRGINIA MY CO I I FIRES - w o w W JOB NO. 182157 SCALE N/A SHEET NO. :A 12 EXISTING PLAN SHEET (MATCHLINE A) Io / R/W LINE I SCALE=Sp' 416 -- ---- --- I - - , f' i P T Company E9,,7eF9.42I P279 -, 9fOVe i O - EASE THIS I I _ 0°A _ BENS MARKIS �'- - - \I --- -- - -- �Ple�li /U \0\ P -,POIN p16.519ILA DF�3HER _SDDTT 1-`t L)NS� �' ET I � � N3s$3` � �-� ic. o. 357 ' - -----I- 1 -'- _ :'. _ _ /-- - / 'I P E11481275.577 D 1 -- - N6 - - � ELEVAljIO 49.10 _ ,.� Cif N 91� ' / E ---!!1 1 _ 09/11/20 _ - --- I o - AL_ O � --- - aa _,_ - r. 1 --- /' S� ` 1 I / / E c&Pbbne ".1%�j�'�M Off('" Z o99 --_- Ol 2r,6 / ,4 /' _ f'le, - `S'1 E�Gl /� 6 i - - / � _ __----/---�(°' L of _-_ /L -' �` rJ� ` 11 \ I _ W -- s-- ----�0_allp,o --IIj¢latbaD4 y '-�� r S� \I�\v _ 11 \ ___ .N L.O,a.a24 P2I9 -... - - id A. / W - - Z - '- r' P _ I 11m � ry-'�'F- ..-.d'�' J�7.3. _ _ _ _ _ _ _ _ - _ _ '1\ \1 \ \ i �yGM Bec.&Pnane f _ _ � vA I ANG HO DINGS LC�� " TMP V D.B. 1 26 P. 715 v --.-oeercvro �.. -�v v w NOTE: EXISTING OVERHEAD LINES TO BE " A AA' VA . _ - c� _ e'- I v U) U) c "-RELOCATED UNDERGROUND AND THE _ ,= ' ,..... v A ` _ I --- - erw / E- H o ravel S i' _ _ V 1 ' / 1 .a .W w 9 POLES WILL BE REMOVED .,a, vI//IZONE,LIG T=NDU TRIAL ,. /- / - °-�' _ _ se o02 °'e... w w w o ASSOCIATED O S _ BE - REMOVED oA ,''- u9.33' ee line LU -------- - _ EXISTING _ I EX ING - - 1 O CULVERT TO � I- i--•. - \BE REPLACED z N - _ a r-_-. _T ✓ - _ wvvv 1111vv r EXISTING- U U E 6 R/WLINE Z w w O a O_ Q J J W r r __ - _ _ > i � �"�.-�i r' _ 0 '_ - _ \ - _ ' I `-� :/II III IIII I 1 � I � <•-�Ap oe Locat'an - � d' d' Z A - 20 Va, ielePMne- - _ _ _ _ I L / " - Gam a grovel ¢ ¢ .. y I & 7ele 8. y 6 - i I -- ' -� � 1 vI v A LI / �, >[sml ..a2a P 7s— I � L1 A v / 'vV 1 Vv`vwvv vvv 1 NEq SE I- o E w w r /------.--- --�:/� - _0t ------ _ - / // oy 1v V -S T -Y� II -II U ra CO 00 w .. _ � � vvv Hi / I -- / \ \ \ \ \ r w m ¢ ¢ F, /s. ¢ W W J o LO EXISTING CULVERT \ ` _ _ \\ \ . w y PLAN SHEET (MATCHLINE B) a a ¢ Y -----I-- / \ \ TO REMAIN _ --- \ / Ix/:rll -- `.��\\\\\�\�\�.\`.' mw-_ i \ eo _ _ o _ — — _ — _ — — — _ [ \ \\ \ / \ /.,'\ PROA LOCATION h-, Z /,/.. / — _\\\\\\�� Z VI' \\. \ \\ '\ AP �CESS EASEMEN(_ __-- —Sp In Z LL ---------' - rr i i / -'--- / -.\ \\\\ \\\\ Jut I ii'r ! 11 \..': \ \\ \ SCALE _ > .. U) U) w c O _ // vv v LU -----__ l/i / �a ' A v � � - I I ! � OC W W I- ' --------- - - ,--------0,9-----/ / o '' i /' `v °v� Q w _-' /'� i i v vv v. - — — TMP 90-35P O� / 09 r - - f _ v p0 - _�_V) -_- I RCP / ; V A v �V - - I , � v ✓ /--Ob9-- - '-ll / -- - / / / V0v QA.._ - --tn- INVIN 2'�"4a('s�RCP / vv v v vv_ LEE PROPERTIE L c Ce ------ _ 5i5.81 _ _NV r _ - �# ik z o - r'1 / orsry - r r v A A A v v h� BETTY D.B. 4196 P. '(SP.$ L 515.40 _ , \ \ \ \ \ 0\, QA._ Z Z p ti D.B.976.P 474, 477 AT 1--------- _-- [-. /- - - - -- - /' ' &0. �- -p '__ •b �'` ;:r 'y - _ D DB 928P 237 PLAT T �. Phone - - - -__ _.-_ _ '' / / �/ p65' / / �0 0 b_ Tex Pe'. - o /�/ - �' °' h� .�. .�. -a Pole, _- - ---- --- i l/f�/ '-- - ' ' '� / -' _ - INVi �V �'-------- ZONE: LIGHTINDUSTRIAL. w e _ - -- -- - -- ------- - - I - - - yJ\�/_ --- -- _ - - -- i - --- __------- i / m / / I — / `� 'F r.:"4��i��;y1� y 518.31 no i _ Is __ T_ _ -- , - - EXISTING MANAGED---? / / - -- _ -- - _ i -- - SLOPES _ - - - - -_-_ ---_ _ - ,..,, ,,- - I _---- -I _---- O 5(TYP.) i' \N. I ------ - ---- D.B. 1727 P. 674 WOOpD _-�__ ---/ 02 \`-_ --- --- - <-_ __ rn o 0 0 / - - - - LU - _ ,' ,' D.B. 15781 P7245,246 2PLAT ! I/r ¢ M � � � F r ' /' / <' / / ` rr.' m � D.B. 28$ P. 347 COMM OF VA / - , \ �s , __ D.B. 279P 493"PLAT-- --- - - ti o 0 0 ^' I / , , --_--- ZONE RURAL J _ DUAN --- - In \ EMPND ROW - 90-35 _ D B 702 P 992 EN `L9 o / TMP 9 27C , ' /j /' ,' i' O `\ D.B. 657 P. 234 PLAT A _ _ \ \ / - MINTER ES T. OR II -_- __- ome' / / ; TMP 90-28 -_- /, ' ,' /' /' / __I\ ��\ ZONE: LIGHT INDUSTRIAL `-____--- `w ! LISA A. ' "..I- 0s9' - ' -- - ` III I / STANLEY MARTIN COMPANIES. LLC ' /' /' / ,/ /' _ - -_ _ _ - _ _ a'r ' D.B. 1149 P.-133 _-. I' - - - / / r ' --D.B. 4571 P. 421 __0>s'' ,' / ' / ,' _-.-------------- ------ ------------- -- - -- -- ---- ---- o D.$. 629 P. 616 PLAT ,' _ , b'' - - -- - , , / , / / // ? / /' D.13 135 P. 22 PLAT / //' ,' /' .,co -- o D.B_554 P. 441 PLAT - _ --` / // / / H.W.P.B.1 P.35FLAT ------ '' /' ,:' /'� /' - I // _ 3 ZONE: R1 RESIDENTIALPLAT H. 46 ZONE / / , i EXISTING MOBILE i HOMETO BE /. // / / �sss % - \ \ \ I' //// // // _. N o -- TMP 90-27B' n I ,' ----- "--- /' � - - �_ .REMOVED / / / /' _----- -' / / , � \ I / / /,' ' - � � -,� �_ '-___ Q a STEVEN W. AND BETTY-dN,-1- - -- - - / / / ' ' \ / / / ' / ai _ - - -- - __ _ _ _ _ C. JOHNSON. - � � -,, ___ - / // // _____ ______' �' � ' - �' � � � -_ i/i//'/ / _ ��` ^ N ' _ I LU D.B. T026 P. 715 Z- __ -_ - - - - - - _ - _ _ /' \ N m /J \ ' D.B. 629 P. 616 PLAT -_- -- , -- - / - - " ' /," 'ss \ / / / / / \ 1- ZONE: RI RESIDEjNTIAL -- mobile -- - ------- - - --- o -- - _ _ -- --- c EXISTING I - --- O: � - - - - - - - \d �- > N 's - — — I--i TREELINE(TYP.) _ - --- LU no // I _ , \ TMP90.35V J RONAYNE LLC - a EXISTING OVERHEAD ,/'vv D.B. 4719 P. 402 1 a J EXISTING SHEDS POWERLINEAND POLES D.8.4473P.48PLAT '' z c_ o TO BE REMOVED TO BE REMOVED D:$ 440 P 198 PLAT ' o _ass -. -. ZONE: LIGHT INDUSTRIAL H� ovo - L9 0 1 _ 9.5'x8.4' 13.8"x15.5` EXISTING GRAVEL N - o z c Metal Metal , '� 0 - _ DRIVEWAY BE �+ _ LU shed shed REMOVED �. ,/ o I' gravel 1 L,e O ❑ Elec. ie. m _ors , # _ Sao z Q C J o Q _ Q L — - T , � z TMP 7A _ LE AND > ' --- -- MINNI LE BEST I _1 `I _ _ _ � > -'L+F ATE- I 11 II /' - - - _ Fr=es&rRo,k A ne _ _ E f-'a -- I - D.B...08 643 I o TMP 0-27 - , s� - --- -- _ - #ms L� TO BEEXISTI REMOVED NG STRUCTURE �� L w o J v I - J Z N : R1 'I LOTIA -_ _ __ T " P 0-26 I RES D INITIAL I ROGER SCHICKEDANTZ _ EXISTING STRUCTURE - O" _ _ W CK STE E L AND -„ --,' D.B. 1244P. 4fi1 - - ---- - TO BE REMOVED 'I? \\ z D.B.1 5$P 88 58 P r� ZONE: R1 RESIDENTIAL ` - - I ' \\ SH N PLED ; / D.B. 629 P. 61 B.. 1 7 P 388 > D.B. 530 P. 164, PLAT - \- LU EXISTING STAIRS TO NOTE: EXISTING OVERHEAD LINES TO BE / \ - \\ w DENTIAL v -� I EXISTING � � � ZON 1 ESIDENTI. , SA 2o' z RELOCATED UNDERGROUND AND THE _--- - SEWER - I / / _ - --- ASSOCIATED POLES WILL BE REMOVED - r ' / j M (h. J I / BE REMOVED -- --__ __- EA ENo a _ - _ - '`' D.B . B. 5328 PG. 7o6 1 0 r - I _ EXISTING MANAGED ----- SLOPES __ _____ __ - _------ - - � oce DRAINAGE ~ ~� (rvP.) �� - BLIc GRAPHIC SCALE I � R V� EXISTING DRAINAGE _ ` MON. EXISTING 11 EXISTING PAINT ' ----LIMITS OF PAVEMENT --- - ' _� F' -.. `_ PU LLI j ,o ---- _ cRAVE� R r - LINES EXISTING EDGE OF - - , so a 25. so 100; 200. `m Py - -- \ - --- -ors---REPLACEMENTI - -' DRIVE 42e1M45 STRUCTURE TO BE ROADSIDE DITCH PAVEMENT -ovs- - ' -� D.6.53z8, PG.7o6 1 Q ssess 4sExM ' i REMOVED WITH _ �- �' ' ' I ---- _ ,, (� _ '5e.24 A MVE REMOVED Aproximale ' FOR SO NT OVER D _ _ "EXISTING DRAINAGE _ ! "' ' a - - oe¢oeTv _ DRIVE Va Publ¢ Service mt. I i 1 -� TURNLANE - d' - - - -- FOR SOUTHBOUND -- -- - -- - � - `- -' �� -- BENCH MARK IS INVIN±55oia __ - �___. ,r - o.6.2z1P.3o IMPROVEMENTS V _ _ - TOBE �e,,: G J 0 �_>- _ - t m , , CRUSE-SI INE 1 IS FULL OF DEBRIS ,k., / r \ - - ----->---- -- - r _ -_-_------ _ LANE __---- / - _ am: TATI J105 > rP_ Ix _ _- - / -- -- ------ --- ---" _ `-- ---- _-_ --- ------ - v - STRTK) 105 I, ( [N FEET 3 ' ' STRUCTURE i " \ - 25 BSL REMOVED N 15'CMP - _ oH�.,r�r.,,___- :�'��Ti-' _ _ i �__ Ij� - --_ N38829J3.340 v - - - _ "c •1PI10nP_________ _ Y/__/ 's°� $ E11482334.6$3� 1 inch = 50. )FL. x we- -- ---- --- -- L e 22 -` __-__- ___. -- ,. aie ] ale ----- - - - - ---- -'-- -------- --- Eec.&anon` � • /' -- - � _ O BE I REMOVED G � I j' o m �� S33'S4'37"W ,318.98' JF. ---- - ---- l EecP& 9N -- F-------C3- `- -- Hale - egEL•a - ,in - -!--__E E m w N Pn 0 ° - S33'3 '20"W 1 246:36' — — 9a sn _ _ - _ LU - m SIN°— _ - - DEBRIS Ul' o -ate - -- U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MOH) - i p0 , INV IN o - -__ \ -_- _. - _ _ _ " ¢ Lwd / — - ' ' HWPB.1 PG.354 L roa�iawr�Nr - -- - --- __-- IVOUT±S loclTo� sm I--t, py SIG MAILBOX `\ / _ o _ .-r-.:._ I )___-___ _ _ r _ kry A v ° , MAILB X - _ _ • e J� -,vt.- - a.02 _ _ - _ _. _ v -o __. oirro G= / -_ W I- JLL OF BRIS m / _ - - - / INV OUT 55 9 r 7-_-wc__.. -- X] ➢ NALL__ - °,� - - --s's°--_--a- __ _ _ _ _ - -a / FULL OF RIS TIMBER �o�¢ r _� a/nr _.. . �� -_ -__ ssn -`� �f .' "- - - __ ..MAILBOX= /__ --, ---MAILBOX--- ---.- - o.-__----___- � R --- _- _.___ _ ____ 0 LU LU_ _ _ / _ - _ - - �r - - o xm° __ a, aN a,*Lv _. ow.ihry FI PnoJ1� INV-IN._7v1AILBQ� __-_ ___-_ - ur�� / _ ___ _- _--___ n. U) 9 «_ - r ' 1 �i 9'•'l. a`' ,., r 1 ;?G---_ __—__—__—__— __�___ '" C {°7.32 I ---- -- -_ __ O I T P 90 2 E ° / , --- — -- -- — — __- _ -= - -- - - - '-- uu, - - ''----------------- --- Joe No. y _ _ _ :1- _ m r o /" 7 v,iN. Aproxlmate -�- A rox. 10' VEPCO Esmi. V7D _-- - 11,� 1 i p E DIE LEE D ' I� �' I1' - MON. Vp Public Service E:;n"�i. P ----- - ---- -' EXISTING DRAINAGE- ---�=s2u---. -- 1021Jr7 0 I �- F-I "I EXISTING r \ D,B.221 P.30'5I r s q 1, D B.462 P.116 MON% _..-,- _ - - -o I MI LEE ST I - 1D 1; P90-21 III m II 3' "NORTHBOUNDLANE i 1 `,/ DB.288P.80 EXISTING DRAINAGE STRUCTURETOBE ----- ,n- c LIFE STA E JERRY LEE AND TM�9O-21F / \ LIMITS OF PAVEMENT STRUCTURES AND T_MP-90-21H '"�' REMOVED ----------- ----- --- SCALE a D.B..3716 P. 243 1 Imn I I STE HEN B. HE RY > ` O REMAIN r TMP 90-21 ri - / \ ' - - - - "_- - ' DE `o WI'BURi R. AND EVA M. - i ,'.. - REPLACEMENT FOR DOROTHYB. HUNT 4 I 'TMP 90-19 DOROTHY B. HUNT >. \ CULVERTS TO BE I<o,- recess 1 D c I D.B. 325 P. 367 PLAT I or 1 D. . 2816 P. 7 I I JULIAN P. BATTEN, JR NEW DRAINAGE PIPE REMOVED D.B. 3289 P. 68, 71 PLAT Io 0 0 _\ 3r?'a _ - - - - -- - - - - _- -_ _ _ - _-_ - 5 _c 1 IFFLETT --� D.B. 3289 P. 68, 71 PLAT �. / _ ZONE: RURAL D.B 325 P. 367 PLA °' D.B. B ZONE: U3 L LAT D.B.i19, P. 718,720JP AT I 1 - yyq$ ' CROSSING D.B. 1717 P. 31-�° _- - - - --. B. 3767 P. 332 1 - - D,B, 1717 P. 31 \. "m� �o,� ` *� D.B. 1350 P. 226, 227 PLAT �n \ \ _ -- - - _ °- SHEETNO. y / i NE: RURAL D.B.DB1226, 223 Ay ZONE: RURAL , o- \ - -- --- --- --- --- _--- ----- 2 F I O.B. 1350 P. 226, 227 PLAT I i D.B. 1350 P. 226,�27 PLA_ T - - \ 'yATiry\vo � � i, I ' ,' __ �i - ZONE:RURAL ZONE: RURAL 0 TMP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B.2197 P.388 D.B.1658 P.588,590 PLAT m IIIIIIII�C IIIII � LLIC LIJ I U I LOT QEDD 1 1,,E ESTATE LLI ' D B. z I L Y J � I 2 U Qc I I G I I I I I I I I I 0 27m EDDI D IMIFENE T EST B. 8 IP. 453 ID D2A2. AT LANDSCAPED ieiephTdCphcn BUFFER AREA r OPEN SPACE C. � 6 Va one , I ) E-ml 0.Sfl424 P.279T 0.54 ACRES R Lei m I Com n i I El D 'il ARDFN �TMP 90-33 eH 11 'i / wRce L wii6' PORCH PORCH LOT it JEANNETTE D.SMITH - OT POaLOT PORCH it 11 D.B. 4254. PG.1I8 /' .� , LOT LOT D z 32 13 / / S RO C oT O ��, 3 s BLOCK E °r S� P O Appt \\ I L-I ` rox. fion /' n j', P� 1.27 AC 20'v. Va. Loeotelepphone q\ - & Teleq aph Company Eemt. D�R.424 P279 /, ;�� - - - . G ` LOT i °R 3 m r 0 POR<H p°s oI ° LOT PORCH I PORCH.a 3 P (� 9 LOT LOT LOT LOT _ i �� " 42 41 40 39 �A AMENI Y REA#5 a s cJ� 'v0 ENTRANCE,PARR \ a \ o SIG v -� ,OP'.EN.� SPACED /-�DAUPHINDRIVE / (o.la3ACREs) -u LOT PROPO a SED VqR QC '- 4 .f BL K C i' r I -_« 3.�.� A LOT 1 I - C I I > AMENITY AREA N4 r 1- DOG PARK�VND ! LOT w LA D5CAPED \ LOT r^F - _ , , �`.c 1 FOR DE OF' L �w" FER AREA / 44 u - [, \ DOGA GP4A LOT U-1 LLI �` / I LOT Of lz 45 P L ��G N T OF W EDICATION �w� LOTLOT FOR RO�1 FE74z IMPROVEMENTS y6 47 LOT L $T LOT Q�� / j I BLOCK G / I 49 OPEN SP CEI .� s. �.. LOT L 'I o 14 / 1,47 AC 0.21 ACRES) \ 22 L w -_ 9 � 0 / OPEN SPACE] V _ _ 4 - _J- ___- �_ _ r- _� L21 OT L o l 0,83 ACRES L I _ _ 1,\I L -r \ LOT* 20 �F D-T -- L cK Imo_ AMENITY AREA. M3 -- / ` I �G A�,I%i6' 'ate 1 GREENWAY PARK - . / J lA I ==•'s �oxis' \\ 9 L r SEE LANDSCAPING PLAN -- ` I wxxs' PORCH PoxcH I POR[I+ PORCH I \ 1 r 1 FOR DESIGN OF GREENWAY PARK ♦"♦ \ + \ Ile I':;p°O PoxcH LOT LOT LOT LOT \v v e eo' POCOT T 54 OT 53 52 a So 18 '" \ PORm LOT 56 I I ' S5 •, � ;� � �` I � I 1 , d Rcn LOT 17 a t P0ac I > LOT 59 y - -- 16 IL 60 - LOT \ 1 �r LOT - v Y ----- 62 e LOYOL PUBLIC STREH PROPOSED 49 - I LOT 63 (TYPj 1 d i EIP E/P a_m / -- - - I r- llyCrF/O V v LOT LOT LOT LOT Sz 83 I. LOT So 81 I ✓ �I WRAGE : /❑ LOT ----- -� LOT avPl / -I 8 7 / � I- w LOT �f � 77 �. II a 66 f. i 76 II I o I r � ;'I I LOT Y ' I P �_>�. > I 67 _ x QPENSPAO c / A 0 (L00 ACRES) w LOT BLOCKD'� _ _ _ Lor E P EIP 75 j 4.16 AC � 68 ��' GARAGE TMP 90-27B I yc F/c mPl STEVEN W. AND BETTY C. JOHNSON LOT D.B. 1026 P. 715 11 GARgGE 4974D.B.D. 629 P. 616 PLAT R I mP_I R/W (VV LOT ..e mw f - I LOT I I LOT OPEN SPACE (0.30 ACRES) TMP 90-27 LOT 1A DGER SCHICKEDANTZ D.B. 1244 P. 461 U.B. 629 P. 616 PLAT D.B. 530 P. 1 B4 PLAT TMP 90-27 LOT 1A ROGER SCHICKEDANTZ D.B. 1244 P. 461 D B 829 P 616 PLAT D.B. 530 P. 164 PLAT OPEN SPACE (0.30 ACRES) TMP 90-27 LOT 1A DGER SCHICKEDANTZ D.B. 1244 P. 461 U.B. 629 P. 616 PLAT D.B. 530 P. 1 B4 PLAT TMP 90-27 LOT 1A ROGER SCHICKEDANTZ D.B. 1244 P. 461 D B 829 P 616 PLAT D.B. 530 P. 164 PLAT .° LIN. ------------ LOT GARAGE I _ I �, h LOT r 1z I L I LOT j L- LOT I II GAR/TGE _` i0 cTv 1 i LOTk r 0.7' L E -EI 9 I LOT r 8 t z LOT �on na 7 J 1.I1 r u'< LOT 6 Lpa L> - s: a ...._ --- EL ol,l LOT GAP GF a N 0 s m� ° a-e-en'w 4 i LOT Ir LOT r BI -Blr. 3 * � LOT GA 2 mI u aaL,m RIARIV LOT Fj U 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. n z. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY I ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. I I 3. @ REPRESENTS ONE PROPOSED PARKING SPACE. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN i 4 3-6. u I 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,00o LBS. 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. T 90-35A1 ANG INGS,LLC ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. 1 D.E.657 P. P. 715 I O.B. 667 P. 34 PLAT 1 so. THE ASTERISK (*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. ii. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (i) CAR GARAGE. THE MINIMUM SIZE OF THE GARAGE SHALL BE 12' X 20'. 12. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, i985 MUST HAVE AN ASBESTOS SURVEY , PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS j FOR DEMOLITION PROJECTS. 14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BYTHE HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS OPEN SPACEB I WITHIN THE NEIGHBORHOOD. i ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE (0.09 ACRES) S' I EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. i6. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED PROFFERS ON SHEET iA. �o�\r I 17. EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7.. Qa 3.8. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO loo, SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEETTO ANY LOT LINE. I 19. ALL PRIVATE YARD DRAINS SHALL HAVE A io' PRIVATE DRAINAGE EASEMENT. N0' '1000pg I 20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE OPEN SPACE E COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OFTHE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 1 NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. ALL UTILITY EASEMENTS FOR THE WATER LINES AND SANITARY SEWER LINES WITHIN THE DEVELOPMENT SHALL BE PLATTED WITH THE SUBDIVISION PLAT. RECORDATION INFORMATION: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK 5382, PG. 138-192. ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. NOTE: THE WATER AND SANITARY SEWER DESIGN FOR THIS PROJECT IS CURRENTLY UNDER REVIEW AND APPROVAL BY ALBEMARLE COUNTY SERVICE A AS PART OF THE ROAD AND UTILITY PLANS FOR THE MENT - SUB 2019-00258. TMP 90-35 THE INFORMATION SHOWN O ILITY DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 PLANS IS CONSISTENT WITH T E ROAD AND UTIL D.B. 657 P. 234 PLAT PLANS FOR THE PROJECT. V'N\ o /Q\O` ` cY 7 Nl3 og. TMP 90-35V RONAYNE LUG D.B. 4719 P. 402 D.B. 4473 P.48 PLAT D.B.440 P.198 PLAT NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS AND THE ROUTE zo IMPROVEMENTS ARE PART OF THE SPRING HILL ROAD PLANS - SUB 2019-ooiS8. THESE ROADS AND IMPROVEMENTS WILL BE REVIEWED AND APPROVED WITH THESE ROAD PLANS. THE INFORMATION IS SHOWN IN THIS SITE PLAN FOR REFERENCE AND IS CONSISTENT WITH THE ROAD PLANS. _l- RWYN B _ _ _ ELANE _ _ w BERWYN LANE PROPOSED VAR. WIDTH PRIVATE STREET EASEMENT / w PROPOSED VAR WIDTH b PRIVATE STREET EASEMENT- 09 (Typ.) I P.I L-J L-L b&�L_J L-J�� J L-J o I I L-J L-J L-J T I L-J L-J I l I - R t LOT LOT LOT LOT LOT LOT :: �� LOT LOT LOT LOT LOT LOT LOT LOT L BT LOT LOT I I I 84. 85 86 87 88 t 89 ' 90 91 92 94 93• I' I 96 97 9 10o 95 99 BLOCK OPEN SPACE A GRAPHIC SCALE q 0.56 AC (0.06 ACRES) - Y I .: R6 6a R' I sD D zs sD. 100 ,II + .. - it I OF WAY ON A AMINE II FOR ROUTE 20 IMPIGHT ROVEMENTS OPEN RENITY ARKN2. ( IN C1;CT ) --'--- ----- (OE3 ACRES) BLOCK B SEE LANDSC PE PLAN FOR DESIGN OFT E LINEAR PARK ': - BENCH MARK IS I inch =. BO ft. - ----------- A CHARLOTTESVILLE OIS r� -- -:. _1-__.__- __- I ROUSE-SIRINE ---- MAILBOX SIGN m MAILBOX O R�iD LlEEAND ] BORAHB TIM 9D-216 B3 .3767 P. 332 ]. 4T 1 DB AS 2816 P_ B7N U iI I I I TMP 91-19 D 8 17 P. BATTEN, JR. 1 O B. 1390 P. 226, 227 PLAT I I 105 EL j83 l�,Gl 4 -- - - --- / STATION P'Hc8 i E ELEVATION 52 ELEVATION 527.Tt t t - -- - -- RT 20 (80') SCOTTSVILLE ROAD (551vTPH).. HWPB.1 PG.354 - ~ -- - MAILBOX MAIL80X _ / / MAILBOoX �s 1 I TMP � \ TMP 90-21H -----�-.�_ 90-21H D BR3289YP 711 ' T \� OOROTHY B. HUNT _----- 688, PUT D.B. 1717 P. \ D.B. 3289 P. 68, 71 PLAT D.B. 1717 P.31 `�-_�--_- I D.B. 1350 P. 226, 227 PLAT I 1 D.B. 1350 P. 226, 227 PLAT _ Lic, No. 035791 a 1, 09/11/20 ll� zZ Cl Q O d r- U U DO � 0� Ln J Z H o � ` [n z Lu O ~ ce N Lu DO o CD0 0 L9 VJ corl- M N z CIO qzl- N J W 0 w Nz Lu W V / J J z �% LIJ L9 I- LLJ O I- . z Q (D = Q J WU J Q Y J � I--i L\u D J O J ~T� Lu y 0�N F- - z_ J LU� � V ® CD CD CV u 0 uJ a � JOB NO. 182157 SCALE III = 301 SHEET NO. 3 LOT NUMBER 1OTAREA(SF) BUILDABLEAREA ($F) LOT NUMBER LOTAREA(SF) BUIDABLEAREA ($F) 1 2,296 1,525 51 1,858 1,528 2 1,552 1,251 52 1,848 1,518 3 1,209 968 53 1,859 1,529 4 1,191 951 54 1,888 1,558 5 2,064 1,353 55 2,510 1,703 6 2,017 1,308 56 --- _835 7 1,402 1,101 57 1,935 1,604 8 1,104 864 58 1,920 1,590 9 1,089 949 59 1,934 1,612 10 1,838 1,169 60 2,775 1,891 11 1,815 1,146 61 4,620 3,456 12 1,321 1,014 62 3,441 2,960 13 1,060 1 827 63 4,406 3,327 14 1,061 1 821 64 4,483 31191 15 2,024 1,186 65 3,501 2,825 16 2,075 1,249 66 3,230 2,545 17 1,319 1,040 67 3,681 2,491 18 1,055 832 68 3,673 2,478 19 1,319 1,040 69 3,102 2,408 20 1,055 832 70 3,110 2,412 u 1,4as 1,040 71 a,ua z,788 22 1,878 1,092 72 4,338 3,284 23 1,878 1,092 73 3,127 2,647 24 1,445 1,040 74 3,112 2,632 25 1,156 832 75 4,987 3,837 26 1,156 832 76 4,984 3,898 27 1,445 1,040 77 3,296 2,815 28 1,987 1,170 78 3,319 2,837 29 2,107 1,371 79 4,480. 3,493 30 1,700 1,356 80 4,489 3,426 31 1,739 1,408 81 3,187 2,697 32 1,794 1,462 82 3,197 2,725 33 2,663 1,799 83 4,445 2,993 34 2,793 1,882 84 2,007 1,300 35 1,707 1,376 85 1,193 953 36 1,671 1,341 86 1,194 954 37 1,682 1,352 87 1,494 1, 194 38 2,844 1,979 88 1,496 1,196 39 2,947 2,081 89 1,979 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 1 3,606 93 1,504 1,204 44 3,259 2,781 94 1,976 1,281 45 4,649 3,538 95 1,980 1,278 46 3,744 2,755 96 1,510 11210 47 3,093 2,613 97 1,209 969 48 3,117 2,636 98 1,210 970 49 3,656 2,694 99 1,514 1,214 50 2,523 1,717 100 1,954 1,--- I! cH I y°'zyo I y° x�,. .�-.. .,. I I .. GRAPHIC 1� LT T SCALE --- PROPOSED 22 II II yoky6' PORCH PORCH PORCH PORCH \\�^ \\\ n\II LOT 'FR NT V� I 1 �s1�.Ar 111C HVAC UNIT (TYP.) \ - yoxs6' ) I yoxi6 POR LOT �� LOT LOTI+ sET6�9 ' 30 0 30 so zo °x PORCH LOT 52 51 5 PROPOSED 6':III 18 LOT o ° a LOT PoLOT I r 54 w �, I �, , . it S Ni LOT GARAGE ^' _ yl ' LOT PLANTING STRIP I w/ HANDRAILS - SEE GRADING SHEETS FOR 6N cN a 55 TC I LIN A - S E S EET 5 I a0 )\\\ 1 (TY .) ¢' 0 PROPOSED SEGMENTED RETAINING WALL P R 5 I - I l u, ] I I o o s o \I + s 'd'y N Po LOT 6 III X �DII ` SPEEED LIMIT SIGN � I n I'L'E'r ) O SCOTT R. LINS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.). I + w I m I I II I II I I I I I I �I I I, 1 Inch 30 I'L. UIRE I x% oR I � q9 yo \ P \ I N �I �n I I _ _ NO PARKING � I I NO PARKING I U Lic. No. D35791,a D Lu I h OPEN SPACE H PORCH OT $ DI I_- -- -- I SIGN(TYP) �I SIGN (TYP) 09 11 20 L 0.83 ACRES o ,II 1 I m J I , t LOT 16 ( ) LOT 59 z (TYP.) O R I I °, _ _ {8- CK PT:15+zo.ir5 Ij STOP SIGNSIONAL E� z � I I' ° STREET S G w cp I ONT 22 z8' SIGN (TYP)\ 1 w Z 60 v\ \ 2-' z2' LIMITS OF PUBLIC ROAD R/W z j 'ry LOT `Oa- a \ o y\\ \ °o - - - - -' f .. ;: `i�t 33' 4: y9 PROPOSED GUARDRAIL z aZ 61\\ ZJ \ 4 -26 a 0 0 n •i °i• a 'Y C + \\ �' ° PROPOSED 15+So 16+oo PG 15+49.66 VL _ N _-_ ��17+50 + TRANSITION FROM CG-6 CURB J o C o +oo CG-6 (TYP) _ ° U 3°' YOLA W 1 N TO ROLL -FACE CURBING I o ♦, �� PROPOSED 30' PRI I/ATE Z I �y , LOT Yam_ 512'R PROPOSED STOP BAR (TYP.) 16+ o \ 17+00 PROPOSEDI o 62 i4+5o �W P` T .� 5 �a STREET EASEMENT I CG 2 (TYP) 1 o a° ti �Yk 0v LICSTREE s, h r N I 91 ) +o° �- POSED 'PUB I: P �1r 2 P y 4' 4z z r - - - - - - - - n m z z LOT i b 11+� PRO 3z' --- 3z' - `N^ - --2 "I° ^ STREETSIGN(TYP) 9 Lu Lu w 3ti _ ROPOSED WALL MAINTENANCE EASEMENT - - �' 1 LOT GARAGE Ji DB. 82 PG.1 8-1 2 O O j 63 °� y4' 1 �9 18 a \ o rY .) 53 3 9 u u I � li t- PROPOSED 3' DECORATIVE WALL ��4 o 2z _ - - ° 15 ax'xzo' MIN. o ¢ y J (NOTE: WALLS YIN HEIGHT OR LESS DO ` y3*5 ai_ - (TYP J I L o z R' - N T' " PT:16+o0.5 y M M a NOT REQUIRE RETAINING WALL PLANS) % > STOP SIGN (TYP. y 66 m x j f. L,l', x LOT PC: i +0 0 0 0 - - a z I 4 3.7 PROPOSED S�7►�' - PROPOSED 6' LANDSCAPE AND m E/P E/P 4 * L ~ li z w w 0 0 3 PROPOSED 1 TMP 90-35 PROPOSED6' z PROPOSED HVAC UNIT (TYP,) PROPOSED- / MAINTENANCE EASEMENT CG-12 (TYP.) 66' o ALLEY EASEMENTVATE DUANE E. AND ROWENA M. SNO ¢ J J i PLANSTRIP / ! PLANTING STRIP I 1 I o ¢ ¢ mamw H / / . 3y: ` k DB.538 iv PG.13 p o, LOT ( 8 ., I D.B. 702 P. 792 E g o ----�--- _ c - m o z * MIN:) D.B. 657 P. 234 PLAT U m m CO w w PROPOSED LOT I 13 L 5 FK F/C b NOTE: RETAINING WALLS SHALL - - - - - - - - ~ w ¢ ¢ o ti'��o c CONCRETE SIDEWALK co o a. J LOT I o 66' W REQUIRE BUILDING PERMITS M v' i• \ I LOT 1 LOT NI LOT z a a a Y i I I LOT - ti $2 $ I (I ° n' �••� O z y NO PARKING';" $O $1 3 12 N ° n o o ai m 64 SIGN (TYP) _ LOT I L PROPOSED > w ° PROPOSED SEGMENTED RETAINING WALLS > > z `o 66' r HVAC UNIT (TYP.) owc w w F NI HANDRAILS -SEE GRADING SHEETS FOR W i P 7 GARAGE / LOT !or - - -- ---- --- - - - - -- PA R(�NP Nh LOT 1 00 4 3 WALL A/ N L ------ ---- ----- - I 13. PT:1 +61. 1 li LOT 10 (TYP.) /," , h / �, 8 42 I m ------ L ---� FINALWAL z z O o N O IN. ' y // Gy,P ] 32 3�. IV 66 7 - TRANSITION FROM ROLL -FACE 0 M _ j I 65 ^�" / " / 1 °�+ �q9c ti4 36 - - w f 5 S DE SETBACK CURBING TO CG-6 CURB AT Ln > w PROPOSED 1o' WALL MAINTENANCE ANCE EASEMENT / ��. LOT �l / PROPOSED _ 11 F DRAINAGE INLET IN THIS LOCATION w I N I ¢ � . 105' PG 1gz , j; i j ]] ��gp i HVAC UNIT (TYP.) - V o oN LOT G R �E -N j °o (6' MIN. TRANSITION LENGTH) a / PROPOSED6' S, �' - _- ^ 1 Ix "11 10 ) + SIGHTDISTANCE=a7o' F„ - :.'\� / ID l7 yz'xzo' MIN. " LOT PLANTING STRIP LOT o _ n L NOTE: RETAINING WALLS SHALL REQUIRE 66 1 // PROPOSED _ of LOT 68' NO PARKING BUILDING PERMITS. ALL PROPOSED 76 i _ N: Ko SIGN (TYP) i o1 i 3 , SWM FACILITY o h 9 L DIAMOND PRO COLOR"JAMESRIVER" o i F IIo *14 E -1E� RETAINING WALLS SHALL BE ANCHOR I H I h\ PROPOSED U LANDSCAPE AND / -`- -x_„ _ D o g8' MAINTENANCE EASEMENT i �� - - - - z LOT L N i- "^"� I69' - 5' DB.5382, P -3. z- ' io PROPOSED GUARDRAIL o I � PROPOSED yy��''..�� `k 3 9_ NOTEc RETAINING WALLS SHALL PROPOSED 5 8 * I NOTE: PROPOSED HVAC UNITS SHALL BE LOT CI NC ETE`SIDEwau< s's7 �;1 i L m o N N 00 6 N pF FT REQUIRE BUILDING PERMITS J / /•CONCRETE SIDEWALK. • - 7 r 30 u, _ _ _ _ 7 6 / PROPOSED I �I o' u o a 'iE ENCLOSED WITH A 4 WOODEN FENCE, I 0 �CK - PROPOSED SEGMENTED RETAINING WALL •-' TOT LOT AREA O + NI LOT <(o + ROLL -FACE CURBING SIMILAR TO THE 6 FENCE ALONG THE PG tt+64 57 N _� 7 w/ HANDRAILS - SEE GRADING SHEETS FOR PROPOSE N o 0 0 0 _ _ - _ 1 ' ® SEE SHEET 15 PROPOSED6' ] L N1 FOR DRIVEWAY ACCESS c FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) W SOUTHERN PROPERTY LINE. Lu - _ _ O1 x, + PLANTING STRIP i i 71' jl �i =_ -_-97 _ -------� °nl - 1/i W LOT PROPOSED a O1 +i N LOT M B OCK ` -._,-; _ /I i 6 Ib n CG-2(TYP)L9 V 0 M 7 i I C 5 - w 68 �. i __G E/P. E/P `� •° - -197 _ ! TOT LOTAREA .16 o S ORT , - - j a _7�.11 } " 7z ._ ZI I PROPOSED SIGHT o LOT PROPOSED ao ---- ------ ZI M V �z / _• GARAGE 5 DISTANCE z =o+° N 4 ��----- - ------ o m SEE COURT m o O TMP 90-27B F C F C (n P) STEVEN W. AND BETTY C. JOHNSON ¢ - N yz'xz°'Mw, LOT YI AMENITY AREA #1: OPEN SPACE J �e a) "I r 00 o M s D.B. 1026 P. 715 M of ¢ M ai COMMUNITY PARK PROPOSED a I 0 LOT 12 201GE -� } Ncyi N J �; GARAGE - 4 Uv11 11- K 97 N D.B. 629 P. 616 PLAT ZI LOT (TYP.) u1 R/oW R 74 1i M EE LANDSCAPE PLAN FOR DESIGN (1.00 ACRES) GAZEBO II 5 Fn 5 cTY) ~ TRANSITION FROM ROLL -FACE _ CV a �xz°'MIN F-ry + 9T �I ANDSHEET015FnORDESGNOF FIRE PIT %l 1 11TYF °� LOT 74 L CURBING TOCG-6CURBAT C° 1 OF THE I -0 69 --- - - UNITY PARK w I^•' o / - DRAINAGE INLET IN THIS LOCATION 0 PROPOSED 6' WOODEN PRIVACY FENCE TO BE I " F w1 1 4 (6' MIN. TRANSITION LENGTH) t N s I RECREATIONAL AMENITIES I( * 2' Z o CONSTRUCTED ALONG THE PROPERTY LINE j M - ACTIVE RECREATIONAL AREA PC: 1 + 5 I Q 8 SEE DETAIL ON SHEET 10 I LOT _ 33.45 75' L B/ -B/ PROPOSED (V J o 97 wl N I GRASS ATHLETE FIELD PROPOSED 1 - LOT M ,°+ (� HVAC UNIT (TYP.) O � nl 73 CG-6 (TYP) 01 M, .> * L ° Q7 I LOT PROPOSED LOCATION OF MAILBOX KIOSK 1 + 3 L ry I = 8 - NO PARKING b + N w M I ]p m 9 FOR CENTRAL MAILBOX LOCATION G N G76 GE a CV I - STREET PROPOSED PROPOSED 6' PROPOSED SIGN (TYP) � "; LOT (Tv) ° % of 0- o _PROPOSED 2o' LANDSCAPING AND LOT NO PARKING I '� 2 N Q I- c - - - - - - - MAINTENANCE EASEMENT TO BE I ( 97 o q SIGN (TYP) ]z SIGN (TYP) CG-12 (TYP.) a y2'xao'LIN. A LEY > �� a HVAC UNIT (TYP.) CONCRETE SIDEWALKLn '^ _ PROVIDED FOR PERIMETER STOP 1 o T m PROPOSED STREET o 7g' ( AS ME T _ V' N LANDSCAPING BUFFER PROPOSED 5' CG-6 (TYP) SIGN (TYP) 0 LOT Lu 53 i 3 9 I SIGN (TYPJ j CONCRETE SIDEWALK SPEED LIMIT SIG TRANSITION FROM CG-6CURB J J o DB. a2 PG.1 8-1 2 % _ LOT PROPOSED5'LANDSCAPING w b o', --- -- m rnl 1 L ry TO ROLL -FACE CURBING AND MAINTENANCE EASEMENT I 1 PROPOSED M 14 IMITS OF PUBLIC ROAD R/W j 0 0 I ° J `a DB. 8z PG.1 8-1 2 I I ] CG-12 TYP.) '��IA ----------86'--- ---- '% o 4' -S ---85= -----J Z OPEN SPACE G��1 D w F / a PT: 1 +82. o- - - g z - -- 8�---- -= � _ PROPOSED 6' LANDSCAPE AND 9 F i6 Q w w v " STOP OPEN SPACE E I r w �� `o 0.10ACRES 7 1i --_-__ w 0.02ACRES Q ( - MAINTENANCE EASEMENT (TYP.) yp.) > w a 35 SIGN (TYP.) ( ) . ■ u o ~ ^ n °' -� SPEED LIMIT SIGN - s SR - --- - -- DB,5382,PG.138-1gz av :.: PROPOSED SIGIITDISTAA�(Z 22 + PROPOSED VDOT STD, BARRICADE 10--00 10+50 011+0o s a 11+So a 1z+00 z+5o 5T 13 00- 13+5o w 14+00 14+50 1 +oo D- .1 + o o w�- n LL - - HVAC UNIT (TYP.) - �_ _ N - �- STOP _ 90o R = 5 = w 5 5 w Z ROPOSED GUARDRAIL J a L i PROPOSED - 3 BERWYN LANE 600'R - N a _I ¢w (- HVAC UNIT (TYP.) SIGN (TYPJ Lu IDTH PRIVATE STREET EASEMENT ®, I ♦ i °>_ w Q a I 1 1 ♦ a ° NO PARKING o -- _ 1- - '. -- - - .- - - - ' -- - - '' l0 p 9 w } SIGN (TYP) G a° s �! .. ! 2T - 16:'. -. _16'_ ,20'_ 20' _z7 - i6'- 16` _ _ 6 2a' 26 z6' 20' 2s' �s__ 2°' 26' x°h� T �9�36 (YP.) ~ BERWYN L NE o 3g U Q _ - - J PROPOSED 6' LANDSCAPE AND PROPOSED r 13' Z 16' PROPOSED 5' -6' z 13 16' NO PARKING C ym� �' 92 0o PROPOSED VAR. WIDTH W I Q ETBAC CG-22 (TYP.) CONCRETE SIDEWALK TYP.) i J MAINTENANCE EASEMENT (TYP.) (TYP.) (TYP.) (TYP.) ( I (TYP:) SIGN (TYP) PRIVATE STREET EASEMENT J DB.5382, PG.i38-1 Z7- 1 Z" °° pC DB.5382, PG.138- 92 LLI ~ o PROPOSED 5' w _ w w PROPOSED 3 LIMITS OF PUBLIC ROAD R/N/ -1 L ��SPEEDLIMITSIGN. L -1 L- J LOw Z. 1 � L L L �® 9f6 PROPOSED2o'LANDSCAPING )- > E CONCRETE SIDEWALK- J L J ry ^ L - J T 0 L ^ ^ L _ J L J L J *VAC UNIT (TYP:j r� 3z ® os0 - - STREET PROPOSED 6 AND MAINTENANCE EASEMENT - o r a o TE SIDEWALK ^ N N m ® / - _ - - TO BE PROVIDED FOR PERIMETER I� ^ l7 N y ^ � N lii � N � / f^ H * * tr� ¢ Ejp / SIGN (TYP) ILnLANDSCAPING BUFFER I Ln J I 1 LOT LOT LOT LOT LOT a OT LOT LOT LOT 11 W LOT LOT LOT LOT o „ PROPOSED D8.5382, PG.13s-19z _ III I� w 86 LOT $$ $9 I LOT LOT 9$ LOT o CG-12 (TYP.) EXTEND CG-6 CURB THROUGH z I I 84 $ = 90 91 92 94 1 w 6 100 1 I o / NOTE: SPRING HILL HOA SHALL MAINTAIN LLI TMPQ 90 27 j 5 $ T1AMAINTENANCE U LASEMENT(TYP.) 9 97 j 36' I n 7 PROPOSED 6' LANDSCAPE AND 93 95 99 PROPOSED SIGHT BLOCK A NTERSECTION AND TIE-INCD �7C-Fj�DISTANCE EASEMENT 0 56 AC THE 8' ASPHALT SHARED USE PATH A WITH EXISTING PAVEMENT PROPOSED WALL MAINTENANCE EASEMENT PART OF THE LANDSCAPING PERMITS I W ROGER SCHICKEDANTZ j - ---:OY- -- DB:S3 - G-3 - ----- -- --- ---. _ _- n -@B 82- -- ---- - -- o DB.S38z, PG.138-19z _ _ - - - - - - - - - �- z SET, C 53 � 38= N � D.B. 1244 P.461 16' 20' zo' '• z ' 16' 16' zo' . 26' z ' 20' 16' 16' zo'' 23' R/ 6R j PROPOSERS' OPEN SPACE - -_ ® (n o D.B. 629 P. 616 PLAT y 7 CONCRETE SIDEWALK H� D.B. 530 P. 164 PLAT - o i (0.06 ACRES) SPEED LIMIT SIGN TIE-IN CG-6 CURB TO EXISTING IZ ° _ T NOTE: SPRING HILL HOA SHALL MAINTAIN NOTE: SPEED LIMIT SIGNS WILL BE PROPOSED 6' b NOTE: AREA TO BE DEDICATED CURB - MATCH EXISTING GRADE LI_I y OPEN SPACE F REQUIRED TO BE INSTALLED UPON PLANTING STRIP I TOVDOTWITHAFINAL I - - THE 8' ASPHALT SHARED USE PATH AS REVIEW DURING CONSTRUCTION I ° PROPOSED PUBLIC ROAD R/W SUBDIVISION PLAT �%% PROPOSED PART OFTHE LANDSCAPING PERMIT (0.63ACRES) BYVDOTTRAFFICENGINEERING IT 1---------- -- I a BLOCK B 'PT:20+77.71 I N STREETSIGN (TYP) -- - - BENCH MARK IS Q SWM FACILITY - - - - - - - - - - - PROPOSED STOP BAR (TYP. PROPOSED 6' CHARLOTTESVILLEGIS m _/ \_ _ _ - _ PLANTING STRIP ROUSE-SIRINE 0 ' - - -- - PROPOSED 8' ASPHALT STOP SIGN (TYP.) �■ \ `PROPOSED - - - J STATION 105 O m SHARED USE PATHA NOTE: SEE SPRING HILL ROAD PLANS FOR DESIGN r 4 1 -PROPOSED 8'ASPHALT - _ _ ---- ( 9 5) / ■.ter CG-12 (TYP.) SHARED USE PATH N 11482334.683 148233 .68 y � I NFORMATION FOR THE CONSTRUCTION OF I � o� N -- O CG 6 (TYP) I THE ROUTE 20 IMPROVEMENTS SU62o1 001 8 PLANTING STRIP � � I / I I'!, e s s is E ELEVATION 52 ELEVATION 527.7+ S -- t __ -------------------------- to -_IPROPOSED � F aE + ---------- '---------CG-6 (TYP)5t �- ---51-CH ♦ U.S. (80) SCOTTSVILR(55 1o Lu DISTANCE=66�� a m -------------- HWPB.1 PG.354 ~ --- _ 1 J U ------- -- -- / --___ JOB NO. 0 / XISTING PROPERTY BO NDARY - y El El ---------- -- MAILBOX ❑ ---- - - _ _ _ MAILB X - SCALE - VARIABLE WIDTH RIGHT OF WA G) CSIGN ❑ 1" = 0' x D TO BE DEDICATED FOR THE _ MAILBOX _.-__---- -- D � SHEETNO. PROPOSED ROUTE zoIMPROVEMENTS ❑ __ - - - C - _ 2 INV IN TOTALAREA=0.07ACRES. MAILBOX 4 I I \ I I I I \ \ A I ` I� I i \ I ` \ I \ NOTE: PROPOSED HVAC UNITS SHALL BE ENCLOSED WITH A 4' WOODEN FENCE, SIMILAR TO THE 6' FENCE ALONG THE SOUTHERN PROPERTY LINE. 1' / I ' J NETIE-IN PROPOSED / J J G-6 TO EXISTING CURB AT ENTRANCE Lic, No. 035791 a 09/11/20 ll�`J VARIABLE WIDTH RIGHT OF WAY I I ` PROPOSEDio'ASPHALT /' OPEN SPACE C TO BE DEDICATED FOR THE ` SHARED USE PATH PROPOSED ROUTE74z IMPROVEMENTS (0.54 ACRES) I TOTAL AREA =o.1z3ACRES. z z F / / J// J ✓ w w t I PROPOSED zo' LANDSCAPING g L I O AND MAINTENANCE EASEMENT O o LANDSCAPED i I PROPOSED SEGMENTED RETAINING WALLS= j// j i BUFFER AREA TO BE PROVIDED FOR PERIMETER NOTE: RET I ING ALLS SHALL REQUIRE w/ HANDRAILS - SEE GRADING SHEETS FOR // - LANDSCAPING BUFFER BUILDING PERMITS. ALL PROPOSED > > c I I NOTE: SPRING HILL FICA SHALL MAINTAIN � PROPOSED I THE 1a' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS TYP.) RETAINING WALLS SHALL BE ANCHOR V / O O ( / HVAC UNIT (TYP.) PART OF THE LANDSCAPING PERMIT / j / / , DIAMOND PRO COLOR "JAMES RIVER" Z p ¢ i zz' zz'— z8` PROPOSED WALL MAINTENANCE EASEMENT 0 a 18' zz ___ II D .53 z, PG.13$-�9z ` U m m m L I oN�\gyp PROPOSED 6'J i / / i / 26 ; ' --- iorREAR SETBACIZ III PROPOSED SEGMENTED RETAINING WALLS W U) I io xib' I no'xx6' io'xi6 / io'xab' PORCH w/HANDRAILS -SEE GRADING SHEETS FOR V / Z ¢ w w - PLANTING STRIP i /i9 PORCH PORCH - FINAL WALL HEIGHTS AND DIMENSIONS TYP.) I z I i \ iok16'----------- TMP 90-33 / J / / i, ^` PORCH _PORCH LOT -II LOT ~ z o o L / i i by LOT LOT > Ln Ln JEANNETTE D. SMITH J LOT II O 29 �� oc > > D. B. 4254, PG. 118 JJ /� i �,' �,6 \ 1v 32 W w w i cei / J / O� W m m — PROPOSED (z) PARK / / �'� � J/ / N�`' - � \ Q \ \ I I � I� i � I I PROPOSED 4'WALL MAINTENANCE EASEMENT BENCHES TO BE LOCATED �` `'� J' / // OO y J' o+e LOT \ (LOCATED S' OFF RETAINING WALL) I z z WITHIN AMENITY AREA oN / �Q., !� ' \ e°� 34 \ \ 0 m I ` / LOT \ \ _ _ -- NO PARKING FOR FUTURE BUS STOP i J + LIMITS OF PROPOSED o' PRIVATE j P'C�= S'� - BLOCK E- y� 3 w w ' .� J/ titi V QOR 3 SIGN (TYP) . „ b ACCESS EASEMENT FOR ALLEY LOT v _ -- , $, - + CJ A�Q / PROPOSED 1.2 7 AC J 9. b o P 5' HVAC UNIT (TYP.) y9 o°'mac 36 \\ 22 - zz'' o NOTE: AREA TO BE DEDICATED TO VDOT / J CONCRETE SIDE �1oK / zz zz' J , �e \ \ z d • PROPOSED \� \ J/ z1 LOT \ J ti y ' x TMP 90-35A1 R J i 2 ANG HOLDINGS, LLC A �E WITH A FINAL SUBDIVISION PLAT % / J _ �_ - e ��P 3 \\a +oo -- " \ m 1z+So D.B. 102 P. 715 ao'xvb' itlxa6 v LOT vy ' ti �F Ca N —z D.B. 657 P. 34 PLAT O r �/ - ----- ---- PORCH ---- \N 3 i \ ' - o. ` .4\0 +e. .yam sroP ✓, LOT LOT POR�bLOT °\ vI p 00R,� -`�o- \\ LOT m ROPOSED 6 2/ o >\' - .< m o 0 0 SIGN (TYP.) ENTNf T AREA 45 I 42 N CONCRETE SIDEWALK' / 11x5 °n w C CE PARK 41 4p 39 \ - N - + + ROPOSED GUARDRAIL ~ m m / ,.../ ,. NO PARKING ITY a a oy\ \\// ' �~ `kp0 �O'� � ti o 0 0 • / �� PROPOSED J/ I G a N co - N \ y `7 ICI w — o o CG-1z TYP.) F _ \AFSIGN (TYP) -- iloo �� y O�E� V �.y'a q -- - 6' TRANSITION FROM CG-6 CURB ( " i �0��(��3 y-----_- a- TOROLL-FACE CURBING o O PARKING SIGN (TYP.) °x �--- PROPOSED6' , \ �O ' QR '(� 3� ,�7 \� LOT I� PROPOSED 6' PLANTING STRIP � • S _ - m• 1z � p. 5 i / G '' PLANTING STRIP '' PROPOSED 6' �\J Q�. ry SPEED LIMIT SIGN a r _ � L Q I f EXISTING PROPERTY BOUNDARY _ -_y. e � PROPOSED �- :�� i _ _ o, _ -_ _ _ TYP.) PLANTING STRIPTI I + _ �. PROPOSED 6. CG-6 (TYP) z9' z - �° Q . F PROPOSED 1 .%' %� . zzx .. ' --_ STOP 1Ox o SIDEWALK-d LOT L' I o 07 / w�I �,00 v ( )�' o NEW 6.26' PRIVATE SIDEWALK CG-6 (TYP) J i I �. _ SIGN TYP. 9�6 _ . PROPOSED ry 'I + ACCESS & MAINTENANCE EASEMENT ti i T 5 2 W i 100 CRETE SIDEWALK „ L W �' �� NO PARKING IY STREET R �1� o DAUPH1N 12+00 _ y �z+ SIGN (TYP) / OPEN SPACED x I_ /SIGN (TYP) 3`: r ROPOSED —o— 3 " v - So 4 5'R / STREET / (0.183 ACRES) L206T L ~ Im OPEN SPACE F3 rn a DRIVE �, VAR. WIDTH PUBLIC! z / i (0.09 ACRES) N ry SIGN (TYP) BLOCK C ( w a 11 i PROPOSED PUBLIC R/W S•F '• ' -, °� 4 / �® / PROPOSED 339 AC d OT Mm CG-1z (TYP;) °¢° f ry ENITY AREA # L2 — i / PROPOSED PAVED TURN LANE /�i a kI 4 _ _ ,-- 2, - - - P - - _ _4 \ \sbo \\\ \ 5 r Io LOT z O Q ALONG AVON STREET EXTENDED / z \ DOG PARK u SEE LANDSCAPING PiLA z ° O` `' FOR DESIGN OF! Q' O ' + ROLL -FACE CURBING W Cn / 43 �e a = LOT + / e p rv'' ~ FOR DRIVEWAY ACCESS N PROPOSED1o'ASPHALT : �, b I I (TYP.) �, � � ..° SHARED USE PATH i o LOT" �� S SR DOC yL j 2!} w PROPOSED I W PRO POSED ASPHALT �O44 w ? �\ �� ° I_ 1 HVAC UNIT(TYPJ DSCAPED , g NO PARKING \ ` 20 PROPOSED 6' I cd LOT Q EDGE OF PAVEMENT UFFER AREA LOT PROPOSED 6' `� °' TRANSITION FROM ROLL -FACE /i o a n SIGN (TYP) \ o p PLANTING STRIP I i I / ti x \ ` 2 ry CURBING TO CG-6 CURB AT 3 PLANTING STRIP r ' ^ \ N o, PROPOSED 5' L I V 45 / - PROPOSERS' o\ \ \ __ _ DRAINAGE W ,z I / _�01 /' CONCRETE SIDEWALK vv o 5' SID_E SETTBACK (6 MIN- TRANSITION LENGTH) / PROPOSED '�,Fq s LOT LOT LOT LOT ��, OPEN S�ACE I v s �EWALK--------------Y ° R ROPOSED WALL MAINTENANCE EASEMENT / HVACUNIT(TYP. F 6 vv/ �I�� Q / ) �Te 4 47 48 P� (0.21 ACRES) ' vvmay �x F a DB.538z, PG.13s-192 PROPOSED 6' WOODEN PRIVACY FENCE TO BE \32• mil v ymay o m' ry G` �i 49 \ o O PROPOSED LOT N Z / CONSTRUCTED ALONG THE PROPERTY LINE BLOCK G \ ml ■ `� \\Q/ w'I SIGHTDISTANCE=i7o' I z r CG-6 TYP / ` r SEE DETAIL ON SHEET 10 PROPOSED WALL MAINTENANCE EASEMENT PROPOSED O) PROPOSED SEGMENTED RETAINING WALL \ \\ ( ) 22 L ul I I I LI 1 /I 1.47 AC \ ` / DB 538z PG. HVAC UNIT (TYP.) w/HANDRAILS- SEE GRADING SHEETS FOR i' I II _LL - v d PROPOSED 30' PRIVATEL9 _J 4G FINAL WALL HEIGHTS AND DIMENSIONS (TYP) �F 10 REA SET Ci O I I I I I I I I I I I �I I I i I I I / ---------------- -- -- - - -- PROPOSED SIGHT \ \ ° \ l N 21 u fOPOSED MAINTENANCE 3� 3z, DISTANCE EASEMENT \ \ \� \ °D STREET EASEMENT o PROPOSED 10' ACCESS & y m LOT 1 J DB.538z PG.138-19z — PROPOSED VAR. WIDTH - - - SWM EASEMENT DB.538z, PG. 38-19z L �' PROPOSED W f D6:538z I \ — 21 8z PG.1 8-1 2 p r HVAC UNIT (TYP.) z Q / I"1 PROPOSED zo' LANDSCAPING � I f — 53 , 3 \\ \ � `J AND MAINTENANCE EASEMENT Y" SWM - _ 8 \ `' �+ * = Q O TO BE PROVIDED FOR PERIMETER FACILITY '' —---— z2' — 22 \ \o �\ o 20 L + I PROPOSED SEGMENTED RETAINING WALLS _ zz' — vv u ry LANDSCAPING BUFFER _ — — — w— - - --- - b NI w/ HANDRAILS- SEE GRADING SHEETS FOR U 5 — Zz — PROPOSED 1C' ACCESS & i r FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I Y J Q -- % i '� ROPOSED 'ASPHALT PATHWAY _ _ _ MAINTENANCE EASEMENT o \ \ ry I� J LOT r ry ; DB.538z, PG.138-1gz ♦ 36 M _ yo' f2 A SETBACK N 9 L I f ui 0,, 75 A io'xle PORCH I PORCH II PORCH I PORCH PG.1 $ \ \ : m1111 - LOT I ♦ ZZ (3!s3�z- 3 zl 1 GRAPHIC SCAILE I _ PROPOSED 22 I \�i,� \ r I AREA RESERVED FOR FUTURE ` — — HVAC UNIT (TYP.) - lox%6 I �ox�6 PoecH LOT I LOT LOT LOT I III * FRCINT m, 'I I J COMMUNITY GARDEN, IF DESIRED 2 , - s P ) I OT O 30' o s ao so J ax,6' \ oµcN PORCH PROPOSED 6' o,ll I 18 ET Ln (/1 PROPOSED SEGMENTED RETAINING WALL ` / g \ P0?- LOT LOT 52 51 5 PLANTING STMir \ ° '41 dx S I ° LOT GARAGE w/ HANDRAILS -SEE GRADING SHEETS FOR 4 \ POgcN LOT 56 55 0o TC I LIN A - S E S EET 4 1 } rvll 1 is xzo N11N �Il ry •I m - ♦ o I 54 ao 0o I �^ v o o . ( l�' PI'I"T 1 �W FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) xig % w + III 1 - so II. NOTE: RETAINING ALLS HALL REQUIRE r r s '� cN LOT w _ c l I N fi \ Ip I• N I W ,,eeFF 1- , I N_ "" N \ LOT D61MIT SIGN NO PARKING , n BUILDING PERMITS. ALL PROPOSED OPEN SPAS L H _ POgcN O'T $ 3 0D I _ NOS GN (TYP) �v �I ), SIGN (TYP) I`___ Lf RETAINING WALLS SHALL BE ANCHOR ( ) 49 o P I - \ ry ♦ xl OR DIAMOND PRO COLOR "JAMES RIVER" m 0.83 ACRES y� LOT 59 _ z STREET PT. 15+zo.45\ _ w ` I ONT_ E CK _ - \ STOP SIGN (TYP.) L I 60 ,, - zz' z8' SIGN (TYP Z N. y\ m \ m - - zz' \ _LIMITS OF PUBLIC ROAD R/W u- y s N v\ °' \, ° - + .\ ' Q \ ROPOSEDGUARDRAIL LOT O \ \ '-- —, -26' - • �. I• i s ,I� _' _ .d ..• ' - ry� \\ II 41' 19 ' °' � ^z3' I Lu - m ° - I Ir L%% a 61 s� ,' C v I ` - +" PROPOSED �5+50 16+0o PG 15+49.6��1L _ 0 _ 30, LOYOLA W 17+50 T TRANSITION FROM CG-6 CURB J Q 4 v _ 0 �� • ' ~ �5 O0 CG_ 6) �_ - - v _ _ -- PROPOSED 30' P I�(ATE1 ~ TO ROLL -FACE CURBING Ur ' , r LOT S 51z'R PROPOSED STOP BAR (TYP. 16+ o 17+00 IyI 62 1 fyF i4+5o —WAY s 5 STREETEASEMEWNT I II CGQPnP) O o 08 ti o �— L Y D©4PUBLIC STREET �'..; S �\ ry��. 4 4zsr - - - - - - ® (V N a y ko OSE P s -- a� y4� j PROP _ J STREET SIGN (TYP) 9 I � I LOT � . ,, ,,• .: _ - o 32- - �, I•. .I PROPOSED WALL MAINTENANCE EASEMENT 63 �o� y$ 1 _ - --4 -- 18' a I o q O G�Y GE DB.538z, PG.138-19z L T +Li (PROPOSED 3' DECORATIVE WALL �Q' O zz_ _ - - \ 0 1 15 x5 TYP. ia'zzo' MIN. NOTE: WALLS 3' IN HEIGHT ORLESS DO ` yq J z1_ ( ) 1\I L o III I I R -' _- = i N I I 1' ., PT:16+o0. I+ NOT REQUIRE RETAINING WALL PLANS) �/. 4�' -_-% > STOP SIGN (TYP.) 1 • 5 66 N w n v N 1 LOT* N PG 1 +o o o I 4 3.7 0 I PROPOSED S�T�' PROPOSED 1 TMP 90-35 a i % \ PROPOSED 6' LANDSCAPE AND m E/P E/P 4 L I HVAC UNIT TYP. PROPOSED 6' PROPOSED 6' z PROPOSED 30' PRIVATE ( ) PLANTING STRIP PLANTING STRIP MAINTENANCE EASEMENT CG-1z (TYP_) DUANE E. AND ROWENA M. SNOW y, �, ff 66 1�' ALLEY EASEMENT DB-S38 PG.i3 o rn D.B. 702 P. 792 * MIN.)D.B- 657 P. 234 PLAT °-�- �i\ 5 LOT L b NOTE: RETAINING EGP S SHALL - - - - - - - - - x o .p PROPOSED m L + �q c CONCRETE SIDEWALK oo F/C F/C 66' F LOT LOT W REQUIRE BUILDINRMITS v� LOT � v ,y v LOT 82 83 1 Ln I "i LOT '�I 4 �; 516N (TYPNG, 80 $1 I 12 66 L o % 79 i I H ' + 11 PROPOSED PROPOSED SEGMENTED RETAINING WALLS 6 w a LOT I IFHVAC UNIT (TYP.) 0 w w Ln JOB NO. 182157 SCALE III = 301 SHEET NO. 5 ; WID �i PRIVAT I \ I \(1II'11 ;11 ••- I I r ' LOT I %' —IJ — PROPOSED VAR: \ LOT 53 LOT 52 LOT 51 LOT 50 'I \\I 18 WIDTH PRIVATE �C � LOT 54 DRAINAGE EASEMENT j LOT 5 LOT 55 / LOT 57 �i ATC LIN - SE ASH 17 �'i' PROPOSED SWM \ LOT 5 IJ• /I I f IJ I_ ACCESS _ j OT 5 - --- MH-z7 --- I Y)\ F & FACILITY EASEMENT .PROPOSED VAR. WIDTH ACSA,' I ',i MH-z6 - �- C LOT - „t UTILITY EASEMENT (TYP-)� III-__ � - - -- _ — I - �� \ p ��I 16 ' PROP SED 1o' PRIVATE ! i \ B.5 8 1 _ _ -- -- a L DRAIN GE EASEMENT i LOT - 61 I ROPOSED8"x8"TEE LOT \ \ % �5 50i 16+o0 _ jL� (z) 8 G.V. I 62 PR OSED AR.�,�i / / YOLAW Y - - -w- - :17+00 i i W D ATE � rJ '4 50 DRAIN EASEMEN v, d 14�0 ��I -ASSEMBLY WITH 8" IS TET b = _ - , b PROPOSED FIRE HYDRAN 0 • _ E- 63 T.\ PROPOSED 8" CL. r 4 _ _ _ - �\ I o! OT ! 52 D.I. WATERLINE I I LOT SED 8"IN IN -LINE PROPOSED WATER PROP�- - " O NE G.V. �y _ - - SERVICE LATERAL (TYP_) PROPOSED 1o' PRIVATE _ _ - - \ PROPOSED FIRE HYDRANT ` PRO OSED CAPE AND OPOSED zo' P' B� I� I LQT DRAINAGE EASEMENT ! - E I h� " oo / AS EMBLY WITH 8"x6"TEE \ I TENANCE EAS iMENT AINAGE EASE P�N� I I 13 L �a� % M� ✓� O �y \ `y PROPOSED A.R,V- LOT LOT LOT �. _ LQT LOT 83 I o i 64 LOT $� 81 D V WIDTH PRIVA yl i yy ' PROPOSE { PROPOSED VAR. WIDTH ACSA PROPOSED SANITARY 79 - - - - - UTILITY 8zEASEMENT (TYP.)_ �� 7 SEWERLATERAL(TYP. PR POSED R.WI�TIPRIVATE- - - DRAINAGE EA ---------- ------ ----'I s3 3 o j 78LOT ---- -- — --- — = 11 � � y � LOT � �. *[�� r DRA AG ASEMENT -------------- i I 65 _ 1- — — _ — •. I --- I �__ �' _J _ —� F- 14' PRIVATE DRAINA �� , w --------- PROPOSED io' WALL ASEMENT LOT - - - - - MAINTENANCE I " - / 77 ?� v+°� LOT EASEMENT LOT I % =/ \ �l / LOT CL ' II � 1 \ � - — r a I TMP 90-27B I 66 PROPOSED WATER 76 LOT STEVEN W. AND BETTY C. JOHNSON I ! f SERVICE LATERAL (TYP.) o° / PROPOSED FIRE HYDRANT D.B. 1026 P. 715 rv� / ASSEMBLY WITH BNIS"TEE D.B. 629 P. 616 PLAT - _ - - I - I \ \ �% J - - - - _ LOT r LOT r ��----z •�-� i rr. IEw PROPOSED10'PRIVATE i 67 �� iI \ - j PROPOSEDSIGHT [L411+°� ( \ DISTANCE EASEMENT q I'nl ' LOT DRAINAGE EASEMENT 7 all GRAPHIC SCALE PROPOSED zo' PRIVATE DRAINAGE EASEMENT pch = .j0 It. i i I i E13) i II NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH OR SLIGHTLY LOWER THAN THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) - PROPOSED 30' PRIVATE ALLEY EASEMENT PROPOSED zo' ACSA UTILITY EASEMENT (TYP.) TMP 90-35 15382, PG.138-192 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT it I ' 10' PRIVATE DRAINAGE EASEMENT II �I Lic, No. 035791 a 09/11/20 11� hi Z z 0 J a d o U U w m � - - � [n J z in z /W C ~ ce z z 0 0 ul u i N Lu r o CD 0 0 -------- MH-z + it PR POSED 2 PUBLIC - - L PROPOSED zo' LANDSCAPING AND L T 3 I it 75 LOT DR INAGE E MAINTENANCE EASEMENT TO BE SEMENT A E -_, ... ,_. ' ," ' _ Y ------ 6------------ _ I PROPOSED SANITARY L9 PROVIDED FOR PERIMETER 0 - PROPOSED 5 CC SS & r . - SEWER LATERAL (TYP.) FACILITY EAS ENT Z 'I PROPOSED WATER - Cn LANDSCAPING BUFFER ! 68 PROPOSED SANITARY SEWER _ ' N SERVICE LATERAL I (TYP.)- -- I SERVICE LATERAL I I PRO?-SED 8"SDR-26 PVC __ I ! LOT NOTE: ALL 4-STORY RESIDENTIAL UNITS WILL REQUIRE ' j" LOT it RECORDAT ON INFORMATION: M SANITARY SEWER (TYP.) 74 ;I AN ACSA APPROVED BACKFLOW DEVICE. Q 5 II THE SUBD VISION PLAT FOR THE PRO CT IS ! LOT PROPOSED 4 PRIV E Q { I I RECORD IN DEED BOOK 5382 P • 138-192• N it o I = DRAINAGE ; I LOT r III ALL ACS UTILITY EASEMENTS SHOWN HAVE BEEN � 69 �` PLATED ITH THE SUBDIVISIO PLAT. I ,, � i II PROPOSED AR. WITDH PUUBLIC � m I PROPOSED zoPRIVAT DRAINAGE BASEMENT yr � I' _ •. I it I PROPOSED 10' PRIVATE ' 4 ' � L -_-- i LOT DRAINAGE EASEMENT DRAINAGE EASEMENT + li LOT III N - o' I O I I I I .e PROPOSED 10' PRIVATE 73 3 ! w DRAINAGE EASEMENT � LOT � � �' _�� i ' � it I�*='i I � �' __ O __ I ,� N 70 - - u - - I i _ PROPOSED DR-z P -_ a=� I I _ I PRO OS 8 S 6 VC PROPOSED 8 IN -LINE G.V. ' I m' _` LOT � � I N W _ _ �J 1 1 I SANITARY SEWER ( ) J ' PROPOSED 8 G V. I R PROPOSED 8" CL. �i - PROP IN LINE 52 D.I. WATERLINE L Q TYP. . ! - 01 LOT PROPOSED VAR. WIDTH ACSA PROPOSED 8" CL. _• I I PROPOSED 5' LA DSCAPIN v, i I I o UTILITY EASEMENT (TYPJ 52 D.I. WATERLINE r AND MAINTENA CE EASEM N� � r I I i 72 I � I LOT � PROPOSED 8' SDR-26 PVC V / !I I DB.538z, PG.138-19z i ) SANITARY SEWER (TYP.) Lu LOT PROPOSED FIRE HYDRANT 1 I J J 71 -- �= ASSEMBLY WITH 8"x6"TEE- _ a i / L J -- ----------- ------------I i - -(PROPOSED FIRE HYDRANT; \ R = ]m v/ - -ASSEMBLY WITH8"x8"TEE - (n \I\ I -�1�F ---- - - - --- MH-zory - Lu1-1 z . . - . .; 11 ? _ ---- - --- -- B RWYN LAN - 1 L9 F J +Qo --- --_ J� _ _ _ _ PROPOSED TYPE A / ° ° - - -_ �. _,_ _ _ _,_ - - _, =_,_;_ -F —.i-' _ �yIS+So BLOW -OFF ASSEMBLY O PROPOSED VAR. WIDTH ACSA 10 50 ° n+ 0 1z+o 1z+So - 3+00 1 +50 - 14+ o ` 15+00 UTILITY EASEMENT(TYPJ - - - - - - - - - -.-.�-.-.-,-. - - - - - - - - - /I"I" I DB.5382, PG.138-1gz „° _ n PROPOSED zo' PUBLIC - yl o wpe rt Q V - - - %h _J _ - _. - - _ _ PR POSED8"x8"TEE I U Q DRAINAGE EASEMENT - - PROPOSED 8"x8" TEE - - - �y� & (3) - 8" G.V.W [• PR SED z RIVA I Y _j PEA I 5PRO WATT 8" CL• A (3) DR I AGE EA MEN PROPO D io" PRFVA? H� 8" G.V. • • BLOW-OFFPROPASDSEMBLY I z D.I. WATERLINE i i PROPOSED 6' LANDSCAPE AND NOTE: SANITARY SEWER MANHOLES WITHIN THE //®� / DRAIN GE EASEMENT LLI MAINTENANCE EASEMENT (TYP.) - L - -1 L -1 L - -1 L _ J L - ROADWAYS MUST BE INSTALLED WITH THE MANHOLE - J 1- � 1 PROPS LB 6 L SCAP I4NB L J ' PROPOSED VAR. WIDTH ACSA - - - - TMP 90-27 Y TOPS FLUSH OR SLIGHTLY LOWER THAN THE MAINT ANCE E SEMEN (TYP.) ! / I D p PROPOSED TOP OF FINISHED ASPHALT // T-- UTILITY EASEMENT (TYP.)----------- _ J LOTIA Q , j D6.538z, PG.138.19z---i 1 J /r / NOTE: MH-11 IS THE END OF THE SPRING HILL VILLAGE —j ROGER SCHICKEDANTZ LOT LOT LOT LOT LOT I 0 I LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOTS — D.B. 1244 P. 461 ! 1 1 98 ` * o r PROPOSED zo' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS w D.B. 629 P. 616 PLAT p 84 85 86 88 90 91 92 94 1 96 97 100 _ w D.B- 530 P. 164 PLAT 8% $9 -I�i - 3 -_ ❑ 95 99 53 3 9 EASEMENT -NDB. 5328, SEWER o6 D G ) - -- ---- r UTILITY EASEMENT (TYP. I h r B. 8z P .1 8 1 z i I 79-1 - PROPOSED SIGHT - -----------yROPO D zo'PUBLIC NOTE: SEE OFFSITE SANITARY SEWER PLANS,D AGE EASEMENT VDH. -DISTANCE EASEMENT INCLUDED ON SHEETS 30 & 31 FOR REFERENCE %- • 1 MH-1i MON. - C7< I - - BENCH MARK IS IZ - - 1o' PRIVATE DRAINAGE EASEMENT I - - - - CHARLOTTESVILLE GIS w A roximate - f o P ^:\ - --- - ---- _ r. - ROUSE-SIRINE Ln + I NOTE: EXISTING OVERHEAD POWER LINES ALONG �° / Va Public Service Esmt. i I PROPOSED SWMACC S _ -__-______ _ STATION 105 D.B.221 P.305 i ACCESS ry i `� --THE FRONTAGE OF THIS PROPERTY SHALL BE - -I- - US l �, N 3882993.340 Tv.: - - - Comm. �• Q FACILITY EASEMENT . - ` • •/ - REMOVED AND INSTALLED UNDERGROUND. ALL - �, Poll ! i - - - - - - - r _ y - - ASSOCIATED POLES SHALL BE REMOVED. Fiber p-& - - - S \ ELEV 10 27.7t SHE OHTV --------------�---- -I- -- ---_ N,5\� ------- 2L�le_ I_ ---- - - P - -- ----------------------------------------------------------------------- ----- -- Pone ---------- CII - O Pole � mole Pole .° •- _---------------------- a tler MAILBOX � D �J )HT OHTV � OHTV ---------- ----- -- ------ — 4iiiiiii� — — PROPOSED LOCATION OFTHE UNDERGROUND POWER I ]��i�l�q��:1�:7_�iI(•]�il[17:71�IH�•Zdxi7�717��i%1�: NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. --- - HT OH / -- --- -` ° - t _ b U.S. RT 20 (80') SCOTTSVILLE ROAD ( 5 MPH) ------- vAR- wIDTHPueuc 0 Lu ~ --- -W DRAINAGE EASEMENT HWPB.1 PG.354- - --------__ DB.53zs,PG.7o6 JOB NO. ---- ----- ummmm- 182157 ♦' mill SCALEaSGN ❑— III = 301 — — — - _ MAILBOX MAILBOX SHEET NO. Poleo Phone - - INV IN 1 MAILBOX -- I I I I I I I I I RECORDATION INFORMATION: 7BETWEEN THE SUBDIVISION PLAT FOR THE PROJECT IS SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER N. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES RECORDED IN DEED BOOK 5382, PG. 138-igz. EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN INEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE PLATED WITH THE SUBDIVISION PLAT. T BEING PLACED. z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE ITHAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY _ _ L SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. I \ „ FH {'f' wv I /r s I - r EXISTING iz" DI WATERLINE � S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL Ile - INSPECTION / \ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. � � � C', '' NOTE: EXISTING OVERHEAD POWER LINES ALONG I THE FRONTAGE OF THIS PROPERTY SHALL BE I REMOVED AND INSTALLED UNDERGROUND. ALL i i � I \ � � �� / / %PROPOSEfSio' PRIVATE ASSOCIATED POLES SHALL BE REMOVED. i / DRAINAGE EASE TMP 90-33 \ / r I JEANNETTE D. SMITH `, � D.B. 4254, PG.118 �,-_- — — — _ _—--------_-------J I E(N >f // � , - III I PROP PSED 10' PRIVATE`( / / LOT LOT LOT LOT {� / / D N AGE EASEMENT y 30 29 I I LOT I 31 CONTRACTOR SHALL REPAIR ROADWAY i �� % rp� / / Flo �� 33 32 it �I PROPOSED i FIREHYDRANTAEMBLY - li __Iil TIE-IN TO EXISTING zz" DI WATERLINE 0�� LOT- -� WITH PROPOSED zz"x8"T.S.&V. -- �. LOT PROPOSED VAR. WIDTH NOTE: SANTARY SEWER MANHOLES WITHIN THE- i 36 UTILITY EASEMENT (TYP.)'- ' ROADWAYS MUST BE INSTALLED WITH THE MANHOLE B 8z ,P i -3.9z EXISTING iz" DI WATERLINE n / 53 , , - TOPS FLUSH OR SLIGHTLY LOWER THAN THE LOT - �PROPOSED TOP OF�FINISHED SCAP S)4H PROPOSED 6 CL. AL _ 1 LOT 5z DJ. WATERLINE 12+00 z S, �� 4 � � ------ MAII NANCEEA EMEN �_`' ' /DRAINAGE EASEMI NT _ 1 _ �M x5 5 •—s ' \ PROPOSED VAR. WIDTH C LOT LOT LOT I I LOT III I� I I� � r \ --- PROPOSED % i P •y ------ 42 41 I 40 I 39 � . �, ` �/ P � /DRAPINOSED EASE,� . m.♦.. �' sue---- w PROPOSED FIRE HYDRA I -I -- /j% G�T PROPOSED " CL. WIDTH ASSEMBLY WITH8"1 PP SEE JEASE E MEN� 5zD.IWATERLINE ROEN k -i- 5 - I LOT FH V W� LOT .. � WV � �/ � „� �w� � �,;�' _ � l�ti° � / ,MH-i6� i LI • I I I �vo SHALTE:L EXTEND WATER NTRACTOR DAUPHIN E �� \„ y ® LATERALS TO UNITS SANITARY SEWER (TYPJ �• o a ? ! II i - I_i i; PROPOSED 8' SDR-z6 PVC _ � f . , •,L. e \ ® I I I DRAN LOT �. _ ASSSEMBLY W TH 8POSED FIRE Yxx6 TEE — �5 43 MH-28 PROPOSED WATER SERVICE LATERAL ((TYP.) LOT LOT 24 44 LPRIOPOSED SANITARY LATERAL PROPOSED 8"x6°TEE\` \ \ �\S�\ T- I III / \\ ! PROPO D io' 45 I PROPIIOSED VARWIDTHACSA (1) -8-V-, (z) 6 G.V. \\\ \ \. i 203 L / ROPOSED VAR. WIDTH UTILITY EASEMENT TYP.) III ' DB. 8 PG.' 8-3. z PROP WIDT -- _--- SWM EASEMENT / 53 , 3 9 \ --- �.� O RIV E d I / �� D GE EASEMENT �� / 46 LOT LOT HT (STANCE EASE( E T-- �� SWM FACILITY& / 47 PROPOSED zo PRIVAT ACCESS EASEMENT �}Q �� x\ I P LOT I i PROPOSED zo' LANDSCAPING AND MAINTENANCE EASEMENT TO BE PROVIDED FOR PERIMETER LANDSCAPING BUFFER \ I I 1 I PROP SED io' PRIVATE DRAIN GE EASEMENT I I I I I PROPOSED zo' PRIVATE iDRAINAGE EASEMENT 1 r I I PROPOSED VA 4H DR 1NAGE EASEMENT %�\ '�\ i o0'\ - WIDTH PRIVAT \� v* PROPOSED io' PRIVATE �� / DRAINAGE EAS MENT PROPOSED A L �� L i HI I I I al, � PROPOSED VAR. WIDTH ` - I ' 22 I I DRAINAGE EASEMENTV� / - - - - MAINTENAE - I•'��, �. �PRIVATEUTILITYEASEMENT - _� WI - -- DBE i'PG.13 LLI i9� �� ----------- ---- -- ---- - PROPOSED io' CES ��a ; �� LOT . I --PROPOSED PROPOSED io' PRIVATE �� 21 - - - - - - - - - - - -- --- MAINTENANCE E SEM DRAIN GE EASEMENT \ - � LOT LuI Q 20 l II II �y .%•' � PROPOSED VAR. WIDTH PRIVATE I - --�- - -- - - J_ - "� - - �� \ ��, �"0A�. II II � I " i DRAINAGE EASEMENT - - - - - - -- - - - _ _ _ _ -_ _- _ - _ _ -i_-r \\ PROPOSED io' PRIVATE _ a P120-QSED VAR. _ 1 --- WIDTH�PUElLIC UTILITY EASEMENT LOT tY f DRAIN A'' E'IE SEMEN B �P..3.�8 z 19 - I I. PRO V R. WID PRIVAT I `� � ` - I _ r I II I I �.' 1 •'� I I I AINAG LOT T LOT LOT N� LOT II —I-� — — PROPOSED VAR�� I T 53 LOT 52 L 51 L 50 I�;� �`, �' I I 181 it I WIDTH PRIVATE �- _ s _ _ �'t I ' LOT 54 �� / `� >� li 1 �' LOT 55 n o, I i DRAINAGE EASEMENT ` _ � / � ' _ � -`� � LOT 5 II � I I I � ,� . ' V (III �° li LOT 6 I I I ISH T 6 I �� 1 117 PROPOSED SWM \ \ - / / LOT 5 i, I �1 �I �I ACCESS - - MH-a7 --- I & FACILITY EASEMENT /, \/ OT 5 PROPOSED VAR. WIDTH ACSA MH-z6 I - a y I a LOT OT 60 UTILITY EASEMENT (TYP.) III - _ - �e �� 16 -- \ LOT 1 �� II I. - - II -- I � v �� I L - — /� u I I �. e.: —� I � PROPOSED 8"x8"TEE LOT _ \ 5 1 16+00 1 A _ 531i i PR CISED 62 - o ID ATE o L __ 1 00 -„ l 1 DRAINA EASEMEN \� 14 PROPOSED FIRE HYDRANT -ASSEMBLY WITH 8„1 TEE Y I1 I I LOT - I r 63 PRO0 ,1 15 L uII0 52 D.I. WAI. Pp I I PROPOSED WATER I �, i' I LOT PROPOS D 8" IN -LINE G.V. - SERVICE LATERAL (TYP.) I I A� II I I I i I I 1' 14 PROPOSED FIRE HYDRANT _ OPOSED zo' P B I I i I ' - - ---- PRO OSED CAPE AND LOT _ I -----, : • ., Xoo / ASSEMBLY 8 E DRAINAGE EAS • - „ � D'RA AG E NT I 13 � I I IENANCEEA ENT __- ASSE WITH x6"TE � T S M I I, PROPOSED A.R V. - LLI LOT LOT LOT LOT I ; III J LOT 82 83 I of LOT - 'i 64 MH �4 I ` LOT \ 80 $1 I �o IWIDTH PR VAI E I PROPOSED VI I ' 1 I �- PROPOSED SANITARY 79 � I I I - I Lic, No. 035791 a 09/11/20 ll� oNERVIP S16°40'02"W II9.33'(tie line) I VARIABLE WIDTH RIGHT OF WAY l TO BE DEDICATED FOR THE PROPOSED ROUTE 742 IMPROVE FENTSTOTAL AREA= 0.zz3 ACRES. PROPOSED zo'LANDSCAPING AND MAINTENANCE EASEMEN TO BE PROVIDED FOR PERIMET LANDSCAPING BUFFER I JEn O O E zz < H Oof W co W co CL o w W z (n J Q d' Q d' � a C Z 0 a a J Q Y a ` Z 0 W o W Z LL N PR ISED 4' W 5 w w (- LANDSCAPE ASEMENT Of Of 0 2 Ln at z PROPOSED W LL p p o MAINTENANC EASEMENT Ln ur) LIMIT OF PROPOSED 30' PRIV TE w cc w ACCE EASEMENT FOR ALLE o I T 90-35 1 ANG H LDINGS, LC D.B. 026 P.71 D.B. 65 P. 234 P T NEW 6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EAS PROPOSED 14' PRIVATE UTILITY EASEMENT DB.5382, PG.138-192 PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED zo' ACSA UTILITY EASEMENT (TYP.) DB.5382, PG.138-3-92 PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) PROPOSED WALL MAINTENANCE EASEMENT - io' PRIVATE DRAINAGE EASEMENT PROPOSED zo' PRIVATE DRAINAGE EASEMENT I n-1jl I ✓/ I NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH OR SLIGHTLY LOWER THAN THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) - PROPOSED 30' PRIVATE ALLEY EASEMENT GRAPHIC SCALE IN H "ITT I I Inch = 30 Il.. IN r4 N W IN o 0 0 L9 Cn ti C'7 M CA C\j z C'7 WCV J O � C>7 N W Lu J J L9F— LL Q 0 1 . J W � T_V WU <_ J 1 J LLI — � J J I--i W = W � z J LU J Ir Q `� O ® O CV w Of En JOB NO. 182157 SCALE 1.11 _ 301 SHEET NO.. 7 LOT -U6 _ _ �•�. •�1, 1 i 'I 6 u.. - -.- 578.00TW \ T - 5 S- �� 1� I I FFE- OTiB- - I I I I n4.00aw \ 1 / / - �• r ` - _ , 1 1 I - ET S_ 5 5 586.33 6 a4'� ',i II' 596.00TW \ \ Z _ I _ I 53 00 586.00 5 v1ATCH4 - g LOT z LOT i, "LOT o pr )�. i sao,00aw.. \ \ WIDTH PRIVATE 59.LOT-5FFE-_ FFE=FFE �PROPOSED SWM ACCESS DRAINAGE EASEMENT- - 55 FFE=2.00 591.33 59o.67 590.00 n LOT' 5382, P 238-193_ z 592.67 BSMT= 1 BSMT-' - - S(1-L 4i/ _ BSMT- a sSz,S / - FFE= BSMT= 59 &FACILITY EASEMENT 1 2 S8 s / LOT FFE-° - BSMT- 3 58433. 6 s PROPOSED za' PRIVATE / DRAINAGE EASEMENT '7 59333 DB_ 8z P 1 8-s zl \ LOT 58 FFE 93-5 - BSMT I Sz.8 58 5.163 1 58 58496 580.8 580.16 , ; 17 L \ 53 -59 3 BSMT- --,I- 5$3.50 -I--- x - DRAINAGE EASEMENT c. No. 035791a / - - BSMT- 4 5 3 --=I sz.a Saoso n9.83 I r\ •`s LOT DB.538z, PG.138-1ga. 4 _ w az FFE- 5 3 7 5 5e3.z7 5sz�go FFE= 60.23 , \ \ ooTW_ / /20 w 59 8 6 \ 09 11 - $ _ �\5 6.00 LOT_6o FFE- BSMT 583-00 az.6 ss3a3 ,, x N _ . - _ V - S78 `, YD d"l SBz:6y S 7 ssa:33 60 g8b 566.00aw \ 5a 5 81.6 . \ \ - ti z 5 7 _ \ 'i -- \ \ �SIONAL ENV Sso.00Tw - \ w / y - � a - -PROPOSE BSMT- 580, na.00aw \ \ \ \ PDRAINAGElEASEMENT TwSsy 3 Sad67. 579.0o y - /� y_,� 8a.68 I - __ T • I+ -\ 6 oT \ \ \ \ \ \ __ z \ 581.00 00 DB 53 " z PG,138z - Bw 5Ja LOT 61 FFE 57e:67 069 ' \ - -- - _- - - - - - ) 577.00 _ - r..-58z.39 - ° - r!i_-'.. ,1 ✓f -o / `ram 16+od 16 �LJ-"' ---'-\ 7`�5 lC ° 69 1 `p'' �' '`, \ \ \ \ \ 1 - -- -- Z \, r PROPOSED ALLS (M EIG� 6' - ° 5I 5- I - - 5 - - - - - PROPOSED VAR. WIDTH PRIVATE \ \ 1 J, 15+°°', _ 1 Q\ R �I- - o i 5 PROPOSED STORM CD.. - _-. -. �• �- r - `S_ 79 so $"r PROPOSED WALLS V A \ \ V __ _. ' o �� DRAINAGE EASEMENT ,- go _ (MAX. HEIGHT=6') A DB. G.1 8-1 z YDl Vv - 16+50 SEWER SYSTEM V A - j �i � FFE= 53 3 9 3 ° � �' Q 6.6 %A 7�.zo , V � I- � - .- Irr 6 ewSao YDlzB 57433 n 7 / i �A ' xc - + -1 64 566.00rW \ v __ m 14 14 - _1, - -- - 68- so.�aw - - - - - =V - - - - z z � o - o LOT 62 /\�, • _ .'r --8a.o ° - n 79 578 zz 57 .00TW LIJ �� ------------- -- - --' 6 v v - - - - - -- - � w PROP ED 8" Y 9 - -- FFE- 7 - - --_ �. 1. ,. ST3 .OT573.zy ARD' 7 33 LOT63 /� cP � s s ��-e i I 1 I 4 \ x.z 13 67 i. 568.00ew V v � U D �i � IN SYS YDlz FFE= / o i A A U U 574.00 LOT I � V � � v 8z.� 58z.00 57967 1 12 - 1 ° A \ \ • A A - - - - -570 i573 55 :�: J.I k - S8 " 5 7 ' - t F -I I _ M M a i ,a // /\ \\ 57�'33 / S'6 h\. �,. \ ° - .- I• , I i FFE= m67 I57z.oi 'i �\ �� -- --- 0 0 0 PROPOSED to PRIVATE - U U x 56867 \ ..- - 57940.. I.I $70 1 5]2.00 LC1T [+ 3 - Z J w w 0 - - DRAINAGE EASEMENT t_ �` --- \ / / r \, \ _ - _- -PROPOSED 20' PUBLIC„ 'I 6z:ooTW - - Z o Q w w LL L - \ I- a ¢ Z �,o DRAINAGE EASEMENT S - aOf cl� 3 DB.538z � - 9 \ 569-----� � \ .. � 1 , � \ o • - 0 5 si .5oew + 93 53 I, PG.138 ngz FFE- 56 9. 6 4 57o 5 _ - - L5. I II 0.00 F.. 557.00BW 66 - L3 " 5 I -(I 57o.00BW - i U E w w d r . j ( 570. 0 5J0 \ �\ � \ ` p PROPOSED STORM 3:6� � I FFE= 80.00 3 I I I 57 LOT 56y.00aw - - � � vUj � m m w \ 57075 O \ 576.6a 579 67 _ LOT 81 LOT 8 -� - - - tiX �_ - FFE= 88- - FFE= -- -- -- -- -- -- -- -- "-- -- - - I - PROPOSED 3 DECORATIVE WALL IF i I � � [,- 33 � SEWER SYSTEM 574' 'LOT 80 1 5 I I b w m a (NOTE: WALLS 3' IN HEIGHT OR LESS DO ° a 5 33 BSMT 570.17 - 6 I - ny.o6\ LOT FFE= 8z-oo 571.50 = 5 9 5 LO 13' 3 W Yl REQUIRE RETAINING WALL PLANS FFE- a ,\ sn 67 79 \\ - 5 BSMT= BSMT- 6 o c s 7 67 5g0 . w w J o - F 568.0o J ~ o o o Z o ) / BSMT- 57z.16 LOT-8r J a a ¢ Y " / \ \ FFE= 580.0o PROPOSED VAR. WIDTH PRIVATE } L 7 6 9? ° - -- - - - - _ W w w ai y / - 1.50 _ = -- --570.00 2 BSMT= 01 DRAINAGE EASEMENT " > > to --III ns.00 DB- $z PG.1 - - YD15D f LOT o r / � 5 � LOT 6 / 9 - LOT 8 57 7 1 I I 1 1 I r I W owc w w F / f a. 56:5 4 gl n 49 i FFE= 578.o0 _ PROPOSED YARD DRAIN SYSTEM - 565 67 s psz a. s 744 0 5 FFE- 0 - ! 6 BSMT- 68-1 D1 B (MAX. )' --- _ 11 66.o0 ti NLn _ Y 5 PROPOSED WALL MAX. HEIGHT=6' _ 5 3 Z 5 7 �' z o i PROPOSED lo' WALL MAINTENANCE EASEMENT - t FFE-_ 568.00, x� / PROPOSED VAR. WIDTH PRIVATE ---- -- - - -�- - -- - V . - / DB.538z,. Ga38 19z y r sPs° �65,64, = X ° y° z 5 - -S�o -- YD156 - _ 568 - - ------ �i 0 0 m o r' m� - 5 33- _-- 1, / • „ " n 33 DRAINAGE EASEMENT"; YDl A - - f _ . - _�584 L- - - _I 11 C' /, / / B. $2 5668. 566.00 56y.00 III - _ _ 56$.Soew I _ -e , BSMT= 565..5o P 3$-19z �__ 6o.00Hw s6z.00ew • > U-) w 56 .5oTW FFE-57533 3 TMP 90 35 ' L76 568 8 56oB - - YD A -- ° i FFE --hoT = _ III I DUANE E. AND ROWENA M. SNOW ' o ___ � LOT W 56fi.00TW 55 J ___ 4 S6o I / . - 560 67 1560 33 =o \ 77 6a.00aw- - D.B. 702 P. 792 NOTE: CONTRACTOR TO INSTALL RIVAT 8" / -" / -_-- --- 556 _____ x y �5,51.008wz.561- / / FFE= 566.0o za, vo563� / BSMT= 6z-8 YD1 i i 566.00T -----1 D.B. 657 P. 234 PLAT ' ✓ DRAIN LINE FOR ROOF & FOUNDATI N DRA NS _ 66' . , � \ \ 5 3 5 6o.4oaw - -- --_,, i �r r'' i I 1 1- 57 7 i I ° / WITH 1o' PR VATE DRA NAGS ASEM�NT S - 33 ' °_-_ - _ - - � >- ___ j r FFE= OT -r - ss4.00TW NOTE: CONTRACTOR TO INSTALL PRIVATE 8" o TMP 90-27B DB,538z, PG.138-19z566.67TW YD16F LOT 6fi - o / 55$ - - to , • 9 5� 8 6 155 z DRAIN LINE FOR ROOF& FOUNDATION DRAINS 2 STEVEN W. AND BETTY C. JOHNSON' S63.67Bw j l o / \ \ YD15E 564• YD4 �59 O0 L 6 WITH 2o' PRIVATE DRAINAGE EASEMENT D.B. 1026 P. 715 06`; ✓ / 55 ! ooI A i a I � 557• L00 8 5�.6.67 I535 z 511 1 � on 6.5382, PG-238 192 o 1 01 o > 60.v6 wLOT 6-7 FFE= )Pb, ` .:: ��= 4' 4_ wo w PROPOSED lo' PRIVATE - 563.67 ° --' 7 / / DRAINAGE EASEMENT I I Io. o,'' I/ DRA138 GPGASSM EASEMENT I ` 87 ', „ _ _ I,, FFE= � �•,, II p SSo.00BVT- / 53 , 3 9 56i.00 W + I \ PROPOSED DRY SWALE p 15467 554.oz .P / DB. 8z PG.i 8-1 z 6 / 560 $ II \ Ssg-I - y 555.0 X um ----_-- -- 4 - / L T 6 I �Il I - FFE= k �5z 6 ss 6a 54 ,00 'I If z TW � - I � I _ . 19 � FFE- 561-0o I a r i oo � I s a.00aw i r 553� y I LOT - !g3 56o.6j BSMT=553..17 YD1oA PROPOSE L i' ' / _ - D 5 ACCESS & / S o /---------- SSo FFE= 82 ssel I FACILITY EASEMENT 5 I - - V� ,�60.00 �.. r 4 :50 - - r / i I ss967 557.13 74 D6.5382, PG.1 1gz _ _ r I ooTW / I 559 3 ` - 8. 46 o- $1 w.�C55933 - LDT I f ` FFE= SJ - ° 547 DOBW - - FFE= 6 i L l T 547 ooew FFE= 09 ai' - BSMT 5549 83 I NOTE: CONTRA 549,00 c 1 - r g I 548 67 �54737 / ! 55933 55500% 9 5 0 1 I CONTRACTOR /r L o _ 86 � I I DRAIN LINE FOR ROOF &FOUNDATION DRAINS r II 1 $ \1 LOT 69 - - - o 6 s. G PROPOSED so' PRIVATE FFE= L T 546.57 545.4 - - - - - LOT PROPOSED 3.o' PRIVATE Ss N DRAINAGE EASEMENT 547P0 55�35-%:5S8,00 73 DRAINAGE EASEMENT D G.13 i1 z L / sn. FFE= 55833 1 °' PROPOSED VAR. WITDH PUBLIC -i z PROPOSED z0' PRIVATE 3 / LOT70 BSMT= 8. o I D6.538z, PG.138 9 o DRAINAGE EASEMENT + FFE 6 sasa3 5 .9 "- ss767 I_ DB, 8z PG.1 8=1 z 5�3 -- FFE= - 55 - _ 54 5 1 �I DRAINAGE EA3EMENT 5 DB. PG.1 $- 2 + 545. 7 558.00 z ^ L of - - ' PDRAINAGE EASEMENT e. � I 80 - _ it $ �8A i �, LOT z DB. $2, PG.1 8 1 z_ _ - _ LOT z 7. ` 6 a35.. - I I w rr � FFE= 54400 S4z 4 : ; 53 3_ 9 7.o I •�I I I I ° :0 -.. � 7 - N rr _ 54433 I - - sssar ss6.67 FFE= 557.0o - - t YD3 7 3 --_- - - L or 1 - ' ° _ BSMT- 1 PROPOSED zo' PRIVATE 2 , _ : a° LOE71 557.00 5549� ° o 547. 7 IYD10 DRAINAGEEASEMEzT 54 \ I� 8B r . -- .---__546.00 2, .1 r S4z 67 54ioJ1�� YD16D I I 557.33 g6- • F� 6A R - - 0 40 58B YD lA / 56 - - - 78 PROPOSED 20'PUBLIC - -I - 77, m - - - -- - _ _--_- 53 sVo 58 w I 54 DRAINAGE EASEMENT ' - -- __J _ 0 _ L_ - -BERWY LANE T 11 DB.538z, PG.138-192 I l- � - ---� - , own- �1+50- _ - -� 1 '< I ,, _ 13+50- TMP 90=27 �� - - - = o �� - - - = -- -_- -I - __� ! - + s° + r 6 - i - - - �- - s6 -- - -- - - �55 93 STORM - LOT 1A j h` h _ _ SEWER SYSTEM PROPOSED zo PRIVATE _ ROGER SCIIIICKEDANTZ i, I I / 4 _ I_ _-- - _ - - 51 DRAINAGE EASEMENT ° D.B. 1244 P. 461 z - ` - - - _ y - - - - - --- - o - - - °- �- _ .ems r :,ee:' I B,5 � D.B. 629 P. 616 PLAT j to 41 55- a 5 71 555 7a 555 53, 554 90" 554-155290 51-33 i, 546.87 544 37•= 543 37 S4z 47 S4z z 54o.q 540.28 5 xry 56A III 75 -11 __ 52 D.B. 530 P, 164 PLAT IIL }t Tj W 1 �V :. z. z W 1 I 556.z5 56. z5 555.59 5aa4 SS° z7 8.i r _ 1 56.z5 556.z5 549z I a.5o 49,50 $4 7 - - I y6.a -. 44�09 --4 75 _i4z.og- _-54 4 I I I II 73 I- L.-J - L JrLOT - L -� LJ C J I 11 L-J L-J LOT 8 I 74 J L J � II LOTgo L J L_ L -I LOT L-9 � _J '� �-�--- �-�--I--� I. I YD16C 4 5 T8788 LOT8g 9 LOTgl LOT92 LOT93' LOT94 71'LOTS LOTg6 97 LOT99 LOTloo s4o W 2 r 7- --- --<---- ----------------- - FRE 8 LOT 8 LOT 86 LO'' _ _ - FFE= m FFE= = FFE - - -FFE= I 53aaw FFE= FFE= FFE= z o8 FFE= FFE- FFE- FFE FFE FFE- FFE FFE a o 1. 556 58' , 556 58 556.58 556.58 555 92 555.25 I 553 17 55o.50 548.50 I I li 545 08 54-4 4 543 541J5 PROPOSED 20'PUBLIC I 11 55 3 549. 3 I 54 4 z. z_ DRAINAGE EASEMENT z s\ 1s as s ssz.e k x I 1 s44s x S4z-s X s4z zs x s3 - 6. z 54 4 1.8 8 I _ _ s47�s � oTW 3 ', r • _ _ �� / � / 3[1 DB.5382, PG.138-192 556.08 556.0 k 556.o i� 556.0 x 55442 554.75X 7 k z.33 X i48 �a 54943X�z - 439z 541.9z X 6BW Q /0 7 - ss 71 ° 50.67 - 49: 54a.8 47/- z YD 6B Sg.z SSz4zi 55z 4z sz.4z 5 33 0 o a 3 ✓D H Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Prodded (feet) YD-7C - YD-7B 8 3.SD 9.7 10 YD-7B - YD-7A 8 3.50 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 3.50 9.7 10 YD-8B-YD-8A 8 3.50 9.7 10 YD-8A - STRA8 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 -.1 - 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-13K - YD-13J 8 6.75 1- 16 YD-13J - YD-13C 8 8.58 19.8 20 YD-13P - YD-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.7 20 YD-131 - YDA 3H 8 3.50 1 9.7 10 YD-13H - YD-13G 8 2.67 8.0 10 YD-13G - YD-13F 8 3.33 9.3 10 YD-13F-YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.83 14.3 16 YD-13D - YD-13C 8 8.50 19.7 20 YD-13C-YD-13B 8 3.SD 9.7 14 YD-13B - YD-13A 8 4.83 12.3 14 YD-13A - YD-13 12 3.08 9.2 10 YD-13 - STR-94 12 3.50 10.0 10 YD-13N - YD-13K 8 3.50 9.7 10 YD-15B - YD-15A 8 3.67 10.0 10 YD-15A - YD-15 8 7.67 18.0 18 YD-15 -POND 8 4.00 10.7 18 YD-15D - YD-15C 8 2.67 8.0 10 YD-15C - YD-15A 8 6.67 16.0 16 YD 16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 14 Q M o o 0 0 0 0 0 0 c U Cn r > 0 0 M M o L 3 CD N N o z Qi O WN J � o C>7 N w W o ~ > _ U) ) z Q t m LU Z j J J Cl- `a > W z w° QL9 ° z° r 3 o J ' Q Z W Q (D p o _ U � J co o LLI > z` -E 0 W J Q� 0 Ul J Z LLU = w_ z W n V z w Z ® CIA) Z z J o 1.5 i4 .4z 54 .on 47•Si 47.00 3. 4 4z.69 4z.o 0,44 ,539:38 B,o � Z3o X S5i.3o X SSz.3o X Slab ;$° ,. 55 5 k 48.8z `k X . o k. 54 X. k 3 3 T - e - - - -- - - - t YDl / / III BENCH MARK IS \ _ J H o pp��pp - ------ ------ - - - PROPOSED WALL'tmHX. HEIGHT= ' 548 --f L PRI 0 TE 8"&to i / w / / / / \ / NRAIN L NE FOR ROOF & OUNDATIONADRAINS 5, , zq ° w VAR. WIDTH PUBLIC Aproximdte j-----.: YD16 ::., d ° I°" // \ ° DBAI 28 PGA EASEMENT R W o Vo Publlc ServiIpe Esmt. %%ss4T 41 : • `,, . PROPOSED SWM ACCESS & o WITH to PRIVATE DRAINAGE EASEMENT k + / / I e, 53 7 ROUSECHARLO IR NE ILLS `/ , Q D.B.221 P 3D5 _ - - FACILITY EASEMENT DB. 8z PG.i38- z PROPOSED SWM ACCESS & /- N - -i -- -------- ----- - - GI Q / Tv., 8wr 53 ---- -== t °--r----/ -T- -- - �� aATION 105 EXISTING STEPS FACILE EASE �G.1 M 1NT l06 z !=---_ - - - - - - - - - - - - - - �I� N 3882993.340 C� �3 4 � - W llz 1 82334.683 O TO BE REPLACED - - - - - - --------- - ---- = - - - - - - - SHE oHTV ..- PROPOSE D SWALE �� 547 YD16A - - 1 r N --- --- - - ------ --- ---- ---- - ------ -- - - n---------- -- ---- - - Pole L 1e -1 - ---- - -- ggr_ -€c.&Phone ELE I0#1�7.7± ® ON r - -- - - ---------- _ 0------------- ---- ----- 1 - ----� vim. ----- - - _ - - -'-- - - I s _ 8 - 541+ euEin")P BS _ 105, 560 - - PROPOSEDUNDERGROUNDSONMACIALTY s -------- -- --- - - - -- --------- --- - ec.&Pho_ - OHE7TV/PMANAGEMENT oHE -- I 4 _ _ _-------_- - -o -`---- _ - --- =_QHT OH- _ -- ---- E - r - - - --------- - -- -- N 104 - 1 �= to �- - --- ---------- - g8 _ - _ Fo - - - - - - g6 - - ' - _ S loz r s _ F a - _ - U.S.�T 20i�$O�BSC-PG 35VI LE-R 0M_-D-(55 I PN� - - - --- - - �� 0 w 8 �' ---- a ` * r� -_ O-�j U \ ,r0 `• ------------- ---------�� I ------ I \ �' r 3,01 - ----- -�s OG NO.� l°n i a O yo ------ \ �3QPHIC SCALE --- 1 157 Ll ; N 30 0 15' 30 8o _ _ 120 MAILBOX ; - - - - -- - � - / � - - o�� / �► - SCALE MAILB X oN� o GN -- - -- - -- _------- ~�/ - - o �J D - - - - S 30 - HrOHTV - SSo \ I / / -- - - 1GIAILBOX - - - _ - - - - - - - - MAILBOX - - - - - - - rrLT_ J - SH o. N v]�-'i - 1 in --90-ff-- - - - _ a °- _OHT OHTV �\ OHT OHN Pole / / - - __ - -._ EET N r4l \ w � 8 _ _ ��. \ .Phone r' .- INVIN� o __- r-) - - ---MAILBOX - If // 44\ i I ONE �IIP Z / / - 1 / GRAPHIC-S`CALF\ -ogg �(P - ong' 42 �, - lls / / 1 - 30 p 15 i � 30 6B' \ / � / 120 _ - -/ -1 inch 30 )ft. -099- [k 6 Edo I PROPOSED 1'PRIVATE I ' DRAINAGE EASEMENT 6�6 > E �4 4 622 D / WALL (MAX HEIGHT .6') Z�Oep6g�/ 6zo / / 6 Tw 40 F RO'0i WA / 631 6 1 / / YD8C 6zBw T oTW YDB y10 ' - -- - - - , - - �i - i` / _ t / -� 18.50 -_ i _ - li _ 'FFE= 11 - _ - - TMP 90-33 - FFE- � PROPOSED YARD .RAIN SYSTEM m � FFE= I I � _ = 9 _ FFE= - 6zz-84 , -- / O �_ / 5 6z1.51 JED.BN425A, PGETTE D. . SMITH- - - _ DB- " z PG i Y - - - - I FFE= 4 -BSMT= 7 _ � // / //_- G \_ 6zo.8 BSMT= 5 BSMT I 61310o ii I, - _ - OS9 - - - - - _ ' - /' /' ROPOSED 10' PRIVATE / 61g' BSMT= 611.67 61z.33 �[% 6 p g-611.67 I__ LO z II DRAINAGE EASEMENT 624" / 6�9) o-' 611.6 LO o s - 2 7 I T 1 I. 3 9 I I PROPOSED WALL - - - - / C - 6z FFE. L,02 LOT 61z.67� � ��'` . �` , / 268� � : i L T,3 3 , 3 I _ 6ss.33 ' 3 Ii 61z.00 --- � II MAINTENANCE EASEMENT J �6 - - - - _ - �� 1• 39.' / < YDB - 629 YD7C 6z1.5o 11.33 6a�s3 -== m - _ D6.538z, PG.3. 8-1gz \.. 616TW. i 63 7 - 6zo.84 611.67 6 V la zaw 0 GJ� �\v / / 6i7"so LOT 3 LOT `' - � - Obg - _ -- - a- - - - - � bg � � V / � SMT= - - 38 t� / / $ FFE 611.00 - ° a YD7E / / 52o.84LO o ° 9 J ��/ - SMT= 1161o.6j � 970 � 1133 03 0 / 610 25.00 YD7A 6zo.84 611.00 � o�4e I '-� I boo 35EP'' 1z+50 1o.67 /� \ }, 12+00 0,09 FFE= 611.00 o z6 / = I- -- - y --- 620.84 LU 48 „ 6�0 f fl TMP 90-35A1 o / LOT 42 - - ---- -II -- --- �6yo BSMT=lo.67 0 1 y \� - -FFE= FFE= 09. _ -- A D.B.NG 010226NP. 715E PROPOSED VAR."WIDTH PUBLIC FFE= FFE= 611.00 o EASEMENT 631.17 6z5.84 \6 9 - ,.-. D.B. 657 P. 234 PLAT \ / 'DR 8z E EA 631.84 - 628.50 \ 10 67 a F -' PROPOSED VAR. WIDTH PUBLIC - 'r DRAINAGE EA,18 gz BSMT= BSMT= ,BSMT= SMT= I ti LOTS ,, / / / T o DRAINAGE EASEMENT \_g r 62 00 621. 618.6 616 oo i_ a ° S o° \ /I 47 / 60811 33 I - gz / 34 \ 1 - -I 4 LO '70i L0�39 y og"7�. 'X_ yx �N/ \' i / 9_ 6o66W \z1.67 III LO i I' 4 s ti P YD oo� --I ..618gg �1I 6a .6 FFE=- 6og.°o •_...;6oA.14' \ \ \ I ( w 6og•33 - - -6i tS � _- \ x •- -- a_ - 614ss � � z5 608 ., /�° it i �: _I_ LOT �- III... I F o >- o �\ / I I l 1�7 I i I��I j / \ i' 36 / i, / /\-. I• 1 '...1 --:- •'-r - -�" / r' 'FFE= 7 _- 600.0o W 60 00q06.0 760 .33 �1 - FFE� � LOT I� 12 So PROPOSED zo' PRIVATE _ 66 os.00 ab3.95 \ \ \ \ \ - SEMENT PROPOSEDISTORM' OA / DRAINAGE EA / SEWER SYSTEM 3 z3 DB.5387, PG.1i38 LOTLOT \ \ 11 0l I I 1 - I l FFE= 60 00 -z5'4o' _- �- 6zz. 8 516: NOTE: CONTRACTOR TO INSTALL PRIVATE 8' 3 33 L s I \ \ \ \\ \\\ \\ 1, FFE- 29.00 �. s� \ 4 43 1 DRAIN LINE FOR ROOF & FOUNDATION DRAINS \ ° II 9 631.33 - -- `\ TH 10 PRIVATE DR6oNAGEEASEMENT-E=- } } e - - r - - _ _-I O z BSMT=LOT44 >.\ W� 22 ,\DB:S o ;1 601.33 T4 s. ', 592.00iw _ - - 621.50 FFE= I 6�5 S9 19 B \ \ a : d� ' 8 L I 590.0013w \ \ \ \ \ 1 630.67 _ t PROPOSED 10' PRIVATE 6zz:9z 517.5 I 30 \ S° L i2 600.00rw \\\\ \ \\ \\\ \\ \ \ 3 7 LOT 3 6zo.z5 - FFE= 3 S94-o°Bw \ \ \ \\ \ 45 YD1 N 9 - - T ... I / ��\ 599.00E BSMT= 3 FFE= i DRAINAGE EASEMENT I \ 6zo.8 -I - - - LOT 6 LOT 47 LOT 48 LOT 49 L :.o 629,337_ 6z4 " FFE= 6 \\ -- --- - - 66 \ \ \ \\\ \\\ \ \\ \ NOTE: CONTRACTOR TO INSTALL PRIVATE 8" _ - -BSMT= \ \\ \ \\ BSMT- FFE= \ \ \ 62 2 3. 5 61 . z DRAIN LINE FOR ROOF &FOUNDATION DRAINS BSMT= - FFE= 7 9 - 61 0 6zo BSMT= 620.58 BSMT= I (60H+ \ �F \ LO 2z o T PROPOSED WALL \\ \ SWM FACILITY & I \ g 616.08 \ z1 + \ \ _ /- - - OSMT- ACCESS EASEMENT - -1 - - \� = 613.41 O / YD6 FFE- 6 MAINTENANCE EASEMENT \ / PROPOSED 10' PRIVATE 6i \ PROPOSED VAR. WIDTH PRIVATE 610.74 608.08 1 9 / o PROPOSED 10' PRIVATE ` ` °o - s9a oo s93• \ D6- 8 PG-3 8-1 \\ PROPOSED DRY SWALE 1DRAINAGE EASEMENT 8 \ / DRAINAGE EASEMENT PROPOSED WAL - ° , DRAINAGE EASEMENT \ 594.33 \ \ 53 3 ; 9 \ I I � 6 - 0 YD14 \ 614-I -I MAINTENANCE EASEMENT - - _ -- - - - - - -019- - o l - ROPOSED WALL (MAX. HEIGHT=6') r FFE= z \ 11.0 3 59z•33 I \ \ \ \ \ YDl K 5gz.00 59 4 - - - _ -- � ✓'� - I" -W6 608 - 6o YD1 L �/ Bws9a I \\�:0 � ?! �`i I r 5 0 \ YD1 H - 59 \ - - - - - - - - PROPOSED / 59 33 LOT a o 1 1, sis:ooew \ \ \ \ \ 3 r? FFE- o oo, 58g lz \ PROPOSED VAR. WIDTH PRIVATE - - 02 YD1 F YD1 G -DRAINAGE EASEMENT 59 - + 59o.00rW \ \ \ - - YD1 E - 3 3 - 59z J 1 584.00Bw \ _ _ i .,___ DRAINAGE EASEMENT-, - ° � _ YD13D 3 96_ - -- - -_-:- - 590 �`�'S3�'- �� g.,- �, 2O '- _ �LOT�g I � \ \ \ o 606 - - - YD13J 598� -5 _ s9oa3 -sss FFE- S88.00, - - YD13P 606 - - - - PROPOSED YAfRD DRAIN SYSTEM / 596 o I - I 06g so I i8 it 1 588.33 L - s 6 ! , 57a.00rw \ \ \ YD13C 8 OT 531 I _ OT 18 5, n4.00sw' \ \ \ i = syi.00-= --I LOT - SEE -SHE T u LOT 1 -L ° n 1 F86 sab.00 ss4� I sa000sw, 5- 5 li I / 5 33 L 6 II s \ \ � - PROPOSED VAR. WIDTH PRIVATE LOT 54 FFE= FFE= FFE= PROPOSED SWM ACCESS T I �� _ _ _ _ 588 5a9O° DRAINAGE EASEMENT-- 59z, 55' FFE= 592.00 59133 ' S9o.67 / & FACILITY EASEMENT - - -- 53 3 9 FFE= 592.67 _ BSMT= I BSMT BSMT= I FFE= sa40° 5fiz o I �; DV R. ID I zP 18iz , PROPOSE A WIDTH PRIV a .00 -- _ 8 , / DRAINAGE EASEMENT 584 - LOT FFE= - _ BSMT= BSMT- /: 584.33r 6 / DB.538z, P . 38-1 i i r \ FFE_ o 1 58z.16 58i-49 I 580.83 580.16 ; -I r 1J e PROPOSED zo' PRIVATE / - 593 5 BSMT- 8z.8 p 592.83 BSMT= s 583 50 - 5 3 salsa ss�.16 sso so . 'S79.e3 W - DRAINAGE EASEMENT \ w5az LOTSg_ .FFE- BSMT= 8 .6 584 DB.5382, PG:z38-1g2_ _ 59150 5 3 7 h 5a3'�7 x °' _ -- 8 1 1 se1,33 5so z3 r'I `. 0 $ LOT_608 00 x e - 7 YD 5s1.64 FFE. 58o s7z.00B \ \` \ \ \ Q 5 76,0o FFE- 5 3 583.33 i 5 SB1.67 6.o y, 566.00BW - � BSMT 8z.67 FFE= s9o.83' ` 581.67 _ 1 _ s 0 { \ \ - s N s _ Y" a e 80. -` - .6 _ - 37 7 -.`i_ 16A , 'r' ' 80 580.00 W \ \ 5 8B.B 581.33 P a 1 o�I 8578.44 ` -I PROPOSED 1o' PRIVATE _ YD13A _ \ -5 3 - I B$ MT� j \ 5 4 s a7 7s 5 Z S 70 1 _ s 4 \ \ \ \ - 1 5 - 5 o ',N Bws e _ _-, < OT6 \ 579.0o p69 7 \ _L- a 53 4 3 `1 2 s - - FFE- _ - s7a67 1 BSMT- \ \ Bl.a PROPOSED ALL DRAINAGE FIEIGHT GENT Tw a oo _ \ ,, 5ao.6E 1 ss139 _ o r� + - -- 1 0 69 1 \ \ \ \ ( 577 _ - \,,,B� \ ss� --- s� 15 ~5 16 00 1 16 ¢' -I \ \ \ _ B. 8z PG/ / PROPOSED VAR. WIDTH PRIVATE - = ---- 3_ +oo o _ _ �+ - = - - - 5 - - PROPOSED WALLS \ \ DRAINAGE EASEMENT \\ r lar l si9.go _5_ 16B - 1 -� PROPOSED STORM (MAX. HEIGHT=6') \ - 5A� FFE= DB.53 G.138-1g2- YD13 \, , _ `/ 0�A W II'll - I 4 " 16+5o SEWER SYSTEM \ 6- ew so 574-33 - - 57 7 \ zo OY 1 _ - -- - - \ \ c s 4 YD726 6.6 / �' _,+_ _ -1 •- - v 4 1'. 566.00TW `. \ I - - Tysgz F \ 1 14 ---68 bo.aosau------=--- f -W so - �. - LOT 6z jo.3g LOT63 / / s ,; \" :I so.o s7 79 578.1z -- 67 57 .00rw \ � 6 ROPOS I S STEM - - - - �O --- s s - s r `� oa DR I IN SYSTEM - n4 a ns s° � - "� - '• _sal zg � o Ili' � FFE= s73-67 c O�S7314 ,, I \ x5° 94 _ - - } 0 579 7 5 9. o o 574.00LOT 5 ° i \ \ \ / 57i-67 / y 581.00 12 01 \ \ \ / \ '. ;'57355 - '•..•! S,8 ,I'_ 'yFFE=r laaIl \ \ \ PROPOSED 10' PRIVATE a S / / \ \ \' 571.39 S,6 n .40 0, ° \ - 57z.00 sIn.67 57 DRAINAGE EASEMENT __ \ /< / /' - ' -_ \ PROPOSED 20' PUBLIC Sao LOT �¢ 3 DB.5382, 9 \ 569-=--- \ / a \° / \ \ \ DRAINAGE EASEMENT - r - 0 9 5573-S70;5oe 93 w 53 r PG:138 1gz FFE- 6 6 is .o 57o sba.00Tw \ - - 1 ----- -- \ ., /i 576.66 0 ., 579�67 .,, I "I ...... _.._ _ L - I �I 0.00 9./., ' I., Ss7.00BW S6O\ \ \\ 570.50 -_ YD1zA ----- 5 075 °o PROPOSED STORM a e o LOT 81 FFE= 80.00 5 LOT83 / I 57 LOT�L3 a s:o ew \ \ o. \ \ \ I LOT 80 5 � 564 PROPOSED3 DECORATIVE WALL _- - - - - \ y3 K SEWER SYSTEM 574 FFE= 81. BSMT= =579-33 I b -- -- -- ---�- (NOTE: WALLS 3' IN HEIGHT OR LESS DO ° r E 574.06 m,67 LOT 79 I FFE= 58z.00 BSMT= 13 a 570.17 BSMT= 569.5o I I 6 I q' FFE= - ;: \ 'a / , \ BSMT= 57z-i6 ' . 57 5 LOT 82- - u ° 11 FFE= 1; 56.67 NOT REQUIRE RETAINING WALL PLANS)- `° 570 33 S)o a FFE= 580.00 PROPOSED VAR. WIDTH PRIVATE I 568.00 5° -LOT6 ---- 57-000_ �I 7 g2 B BSMT=57o.17 d DRAINAGE EASEMENT ' >8. oBW �... 4 YD1 D - li L- 7 - - DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. CIA. (in.) LENGTH" (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 36 OWE CG-6 8 626.17 35 15 159.59 0.51% 621.92 621.10 RCP 34 MH CG-6 - 631.26 33 15 74.04 2.26% 621.00 619.33 RCP 32 13I-313 CG-6 10 626.50 31 15 131.17 10 67% 619.00 605.00 RCP 30 DI-3B CG-6 12 611.75 29 15 37.02 1 5.13% 1 604.00 602.10 RCP 28 DI-3C CG-6 6 608.25 27 15 15.67 160% 602.00 601.75 RCP 26 DI-313 CG-6 6 608.42 25 15 49.86 2.47% 601.33 6110 RCP 24 DI38 CG-6 4 608.25 23 15 55.62 7.19% 600.00 596.00 RCP 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-313 CG-6 12 588.08 17 15 75.76 7.04% 577.83 572.50 RCP 16 DI-3C CG-6 6 577.42 15 24 27.79 0.90% 569.75 569.50 RCP 14 DI-3B: CG-6 10 57733 13 24 44.70 6.33% 568.75 565.92 RCP 12 DI-3B CG-6 B 570.92 11 24 120.50 6,29% 559.00 551.42 RCP 10 DI-313 CG-6 10 556.42 9 24 131.35 4.76% 545.00 538.75 RCP 8 DI38 CGE 10 543.75 7 24 66.86 1.99% 533.00 531.67 RCP 6 DI-3C CG-6 6 539.17 5 24 64.02 1.67% 530.17 529.10 RCP 4 011 CG-6 6 535.50 3 24 69.03 2.03% 529.00 527.60 RCP 2 DI-3C CG-6 10 533.42 1 30 30.89 0.81% 527.50 527.25 RCP 2B DI.33. CG-6 6 534.17 2A 15 45.13 1.66°10 529.17 528.42 RCP 6B. 13I313 CG-6 14 539.50 6A 15 37.95 2.85% 534.00 532.92 RCP 8B 13I-313 CG-6 12 544.00 9A: 15 35,22 1.42% 537.25 536.75 RCP 10B 13I-313 CG-6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 16B DI313 CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 30B DI3B CGE 12 610.92 30A 15 28.62 2.86% 604.92 604.10 RCP 32B DI3B. CG-6 10 626.50 32A 15 27:72 t.52% 619.75 619.33 RCP 44 DI-1 CG-6 . - 641.75 43 15 186.10 1..02% 637.50 635.60 RCP 42 DI313 CG-6 8 641.00 41 15 178.91 1.44% 635.50 632.93 RCP 40 13I-313 CG-6 6 637.75 39 15 174.25 2.71% 632.83 628.10 RCP 38 DI3B CG-6 6. 633,58 37 15 44.24 4:52% 628.00 6Z6.00 RCP 48 DI-33 CG-6 6 609.33 47 15 46.83 0.68% 602.42 602.10 RCP 48 DI-3B CG6 4 608.92 45 15 54.77 3.47% 602.00 600.10 1 RCP 54 DQB 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 DI3B CG-6 8. 539.25 49. 15 39.24 6.37% 533.00 530.50 RCP 66 DI-3B. CGE. 10 595.33 65 15 194.89 11.21% 589.50 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10.52% 568.67 557.52 RCP 62 DI-313 CG-6 10 562.33 61 15 107.75 12.44% 557.42 544.02 RCP 60 DI-3B CG-6 10 549.33 59 15 106.81 9.13% 543.92 534.17 RCP 58 DI36 CG-6 8 539.92 57 15 48.29 4.97°h 533.42 531.02 RCP 58 DI-3C CG6 6 538.08 56A 24. 120.02 0.54% 530.92 530.27 RCP 56B DI-3C CG-6 8 537.75 SBA 15 43.70 0.53% 531.25 531.02 RCP 58B CIA CG-6 - 538.00 SSA 15 34.13 0.67% 533.75 533t52 RCP 70 D13C CGE 8 576.17 69 15 28.48 316% 57117 570.27 RCP 68 13I-313 CG-6 4 576.17 67 15 15.79 3.17% 570.17 568.77 RCP 84 DI-3B CG-6 8 559.50 83 15 28.91 0.52% 552.50 552.35 RCP 82 DII CG-6 6 559.00 81 YS 96;83 3.17% 55225 549.18 RCP 80 13I313 CG-6 6 555.00 79. 15 44:75 0.51% 549.08 W.85 RCP 78 MH CG-6 ' - 554.58 77 15 77.99 0.51% W.75 548.35 RCP 76 DI3C CG-6 8 555.00 75 18 43.90 0.52% 548.25 548.02 RCP 74 MH CG-6 - 554.25 73 18 56.81 0.56% 547.92 547.50 RCP 72 MH CG$ - 554.25 71 18 19.87 0.865/6 547.50 547.33 RCP 94 DI313 CG-6 8 577.00 93 15 85.75 9.13% 570,50 562.67 RCP 92 DI-3B CGE 10 566.58 91 15 37.69 0.61% 560.25 560.02 RCP 90 DI3B CGE 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 0I-1 CG-6 - 562.00 87 15 75.70 122% 557.42 556.50 RCP 98 DI-3B CG6 12 544.92 97 15 184.21 4.74% 54---- 532:27 RCP 96 DI-3B CGE 12 536.42 95 15. 30.57 0.56% 532.17 532.00 RCP 106 MH CG-6 - 536.00 105 36 116.83 0.67% 523.97 52119 RCP 104 DI3B CG6 8 531.87 103 36 114.38 0.74% 523.09 522.24 RCP 102 DI-3C CG-6 10 529.33 101 42 59.67 0.66% 522.14 521.75 RCP 112 DI-1 CG-6 - 527.58 111 24 32. 10 1 0.79% 1 522.50 1 522.24 1 RCP 114 DI-36 CG-6 16 525.83 113 151 57.45 1 1..01 % 1 521.58 1521.00 1RCP Lic, No. 035791 a 1, 09/11/20 ll� ZZ O J Q O d U r- m / V U w � D J ` O < z LU o " ce m O O O [L °\1 ti o CD 0 0 0 LU c m' o M o M 3 0) N 0 0 0 a LL z 0 > [ � a N Q J o VJ ai CV N W W � ' w 0 Q > z LU Q L ° z -.1 J_ _j _j a > z LU F -1 LL Q o ° L9 F- z r 3 O J 1 Q W Q (D p o Q (yjLLI WU J z` o'E J o Ul J Z LL I 14 = 0 w z LU z z �y , �[ v w N F- - z J F- J 00-10o ` LU > o a PIS v N 3 U O X LU O w Of 07 JOB NO. 182157 SCALE In = 301 SHEET NO. 9 ALBEMARLE COUNTY PROPOSED " sM-9.5� OVERLAY 1.E• COURSE SURFACE COURSE TRIP GENERATION GENERAL CONSTRUCTION NOTES FOR STREETS -, 1. CONSTRUCTION INSPECTION OF PROPOSED ROADS THE DEVELOPMENT WILL BE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE GENERAL CONSTRUCTION NOTES EXISTING -- PAVEMENT 4" BM-25 1"=100' ALL WITHIN MADE INTERMEDIATE� COURSE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 1. PRIOR TO ANY COIVSTRUC77ON WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRG/N/A Ex. STONE sueeasE / /� V // / \// /fjj\/ j /j ///\\/`//\�l� / 9.s" z1-A BASECOURSE /\/j Oj //% / %\/\/j %\ ((i��-%�01 NS oT 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 1RANSPORTA710N (TOOT 11I1S PLAN AS DRAWN MAY NOT ACCURATELY comPAcrED� _ \ \ O/ // / COMPACTED / s /\// \ \ p IO % N, )' SUBGRADE / f IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE SUBGRADE APPROVAL. REQUIREMENTS OF ME 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 SPECIFumiluNS NOTE: THIS IS A MIN. PAVEMENT DESIGN. NO SCALE al JB THE COUNTY. ALL DRAINAGE OUTFACE EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED, No SCALE ,T as 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF 3. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE ASPHALT PAVEMENT SECTION SHALL MATCH CONSTRUCTION ADDITIONAL GUARDRAIL MAY BE RE UIRED AT LOCATIONS NOT SHOWN WHEN IN THE OPINION OF THE COUNTY ENGINEER OR Q PPROI/ED EROSON CONTR L PLAN ND ODA L BE NSTA ED PRIOR TO ANY CLEARING 1 5" SM-9 5 THE EXISTING PAVEMENT SECTION. "^ DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT A l 0 A L l LL GRADING OR OTHER CONS7RUCTTON. 1.5" CO-9-5 SURFACE COURSE SURFACE COURSE TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED SEEDED AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: WERTICAL). WHERE REASONABLY 1" BINDER �� INTERMEDIATE COURSE 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. INTERMEDIATE OBTAINABLE, LESSER SLOPES OF 3.•1 OR BETTER ARE TO BE ACHIEVED. 6. PATTED, RIP OR STABILiZA77ON MAT DITCH BE REQUIRED THE OPINION COURSE u s" 21-A 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL � -RAP LINED MAY WHEN IN OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A 7.5" 21-A BASE coulzsE %/�/�!��%j ///��!// BASE COURSE COMPACTED \ \ \ \ \ SHALL BE STRICTLY ADHERED T0. DRAINAGE CHANNEL. COMPACTED � \� �\%/�!/%!/// / j\/ \ \ suecRADE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM IWH THE VIRGINIA MANUAL FOR UNIFORM SUBGRADE DE 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. - ASPHALT PAVING PARKING SPACES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS NO SCALE TURN LANE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. /// NO SCALE 10. CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE COUNTY ' 9. ALL EXCAVA770N FOR UNDERGROUND PIPE INSTALLA710N MUST COMPLY Wl7H OSHA STANDARDS NOTE: THIS IS A MIN. PAVEMENT DESIGN. ENGINE ENGINEER; OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONSTRUC770N 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 GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 1.5" SM-9.5 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: SURFACE COURSE INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WiTH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 3"D BM-25 INTERMEDIATE COURSESE ROAD NOTES I. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE 6" ASPHALT +, s ca ` ":, BASE COURSE/ D/ / BEING COVERED. / / / / / / / COMPACTED \/ \/\/ � �/ GRADING: sueGRADE 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA i. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE COMPACTED ASPHALT PAVING - PUBLIC /PRIVATE DEPARTMENT OF TRANSPORTAMN SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PLACEMENT OF ROADBED BASE MATERIALS. SUBGRADE NOSCALE STREETS 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 5' ASPHALT PEDESTRIAN TRAIL OF WAY WIDTH AND REPLACED WHERE NECESSARY WiTH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. NO SCALE z" SM_9.5 3. ALL GROWiH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND SURFACE COURSE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE "BINDER 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, INTERMEDIATE COURSE SUBGRADE. FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE As COON As POSSIBLE. 7" 21-A BASE COURSE O R o DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS SUBGRADE FOOT. PART OFTHE FINAL JNSPECTION. ASPHALT PAVING - ALLEYWAY 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD vii, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR NO SCALE CONDITIONS INDICATE. TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 3. At I DRIVEWAY ENTRANCE PIPFS SHAI I RE A MINIMUM OF TWENTY (90) FEET IN I FNOTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN 15 INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION ( ) viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PAVEMENT: I POINT OF 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE R"'w POLL TOP C/L FINISHED GRADE R/W MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS CURB APPROVAL THE PROPOSED METHOD OF CORRECTION 1/47•1' 1/47'1' (VARIABLE WIDTH) NOTE: CONCRETE SH BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. -' 4" 21-A STONE BASE 3, TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE°° WNx°_°_ CONCRETE SIDEWALK I, II, OR III PRIOR TO PLACING AGGREGATE BASE. I 4• for 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS STONE 4• for NO SCALE BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE BASE 6' 9' srYaAVE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 1' 2.5' (TRAVEL LANE) (TRAVEL LANE) BAD 5, ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED 17'E/P-E/P PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. 22' PRIVATE ROAD R/W TYPICAL ALLEY SECTION - 2,2' PRIMATE ROAD (PRIV.4TE ALLEY) 15 MPH DESIGN SPEED NOT TO SCALE EXIST. GROUND EXIST,. GROUND 5' 4- WOT 21A STONE BASE -5- EXIST, GROUND EXIST, GROUND 6' PLANTING STRIP 6 5' WIDE CONCRETE SIDEWALK 4' VDOT 21A STONE BASE CG-6 CURB & GUTTER 2% 7 778A TO' (TRAVEL LANE) POINT OF CG-6 FINISHED GRADE CURB & G6 SURFACE 2R SUBBASE G' (TRAVEL LANE) (PARKING LANE) 56, 6' PLANTING 4. iaar STRIP 5' WIDE CONCRETE SIDEWALK R/W TYPICAL NEI6!ffB0RfI00D STREET SECTION (56 ' PORTIONS OF DAUPHIN DRIVE PUBLIC ROAD) GS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH PARKING ON ONE SIDE ONLY 6' PLANTING STRIP CC-6 CURB & GUTTER J 2X n' - (TRAVEL LANE) POINT OF CG-6 FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE SURFACE \\\ SIDEWALK 2S ^. 4" War 4' VDOT 21A SUBBASE STiNVE STONE BASE BASE 2.5 5- 10 . (TRAVEL LANE) I TYPICAL NEIGhBORH00D STREET SECTION (4`9 ' R/#'� BER#rYN LANE (PRIVATE ROAD) GS-SSAR RESIDENTIAL & JfrXZD USE SUBDIVISION STREET DESIGN SPEED' 25 dfPH ON -STREET BUJfP-OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES 5 EXIST, GROUND -\\ EXIST. GROUND CC-6 CG-6 5' WIDE CONCRETE CURB & GUTTER POINT OF 5 SIDEWALK FINISHED GRADE CURB &GUTTER WCONCRETE SIDEWALK / 31 SURFACE EXIST GROUND 3• t 2X 2$ ZR 2% 3 6' PLANTING •'•• -. 6' PLANTING j 4' VDOT 2fA STRIP a' w0r 4' or SAP 4' VDOT 21A / STONE BASE STraVE SUBBASE Sr15E STONE BASE EXIST. GROUND G B2 6 S 110 19' I G' (TRAVEL LANE) (TRAVEL LANE) 24' F / C-F/ 49' TYPICAL YVEICh'BORHOOD STREET SECTION �49 ' R/lYr LOYOLA F_4Y (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) AND SHERID.4N STREET (PRIVATE ROAD) CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED,- .25 MPH ON -STREET BUMF -OUT PARKING ONLY NOTE: RIGHT -.OF -WAY WILL VARY IN LOCATIONS OF THE BUMP -OUT PARKING SPACES AND AMENITY SPACE EXIST, GROUND EXIST. GROUND Pavement Design RF= 1.0 Location ADT ACV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Dauphin Drive (Publc Road) 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 0.6 15.68 Loyola Way (Public Road) 283 2 303 4 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Sheridan Street (Private Road) 1217 12 1237 4 14 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 121A 5.5 0.6 13.43 Private Alley 1264 12 1284 4 14 110.38 SM-9.5 2 2.25 BM-25 1 2.25 121A 7 0.6 10.95 EXIST. GROUND I�Ey�E�el/J1T1/� SIDEWALK (WHERE REQUIRED) VDOT STD. CURB A CONSTRUCTED ADJACENT TO ppOp INLET (DI-3) AND FLUSH WITH INLET TOP WITH TYPE 'A' NOSING L 0.5' O 103 +.•_ "Y.��•�r �w IF .p .. s-1.r.r-ate R•. 'i' R F '' FLOW LINE ; '-? : .. -,•: ::. •. l: • .. FLAW LINE. 3 T M 4...4" 6' MIN. TRANSITION--- MIN. TRANSITION VDOT STD. ROLL-TOP CURB SECTION A SEE DETAILS XS-3A AND XS-3C PLAN NO SCALE w DD 7V ;a �o � 4 J o= 00 wOt a aoo 1.6't I+- 0.5' ' N 3. SECTION A -A NO SCALE E� Rtfl6i1 }I 2 / I --�BWMeAS Oplbn: A. may be cone ete. Sobm oof Curb may follow Slope folloslope of subbase provided a minimum dept of 7 in tlTes IsereinlaineA I . iftoln-+13NOin RoUtop Curb OF W Slope break for drtmage. if req'd- g R- 2 Feet 4 U o a Bock of Curb o 0 OF ill o it a IIIII I I a illl T I I- i Constr. Joint J s Mainline Edge of Pa lhiveTroy Entrance Warp Transition Roll lop curb Part Plan of Entrance Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Rcdue Return Warp Garb profile to motCH drivewoy enlronce opron grade wi(Nrc1 4 leel a.'h side a1 oww above invert line. ar ve.ay Enlronce apron for Rolllop Curb Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION JI '7 ,1DAN ZEET SCOTT Q Lic. No. 03579111, p 09/11/204 o��s Ol s lBArnT. 'G. + LDT CD ! 26 Z �+e X W t _... LOT .. I z, N X I X aT T z I LOT 44 LDT LOT , J a9 z3 0 0 T 'a LG �. DISTRIBUTION LBT LOT LOT II 8o0/c RESIDENTIAL � 11 O SO%COMMERICAL TRAFFIC ✓ "' - �� z z Ln o '' •ice_, ,� _I !/ w w � IT LOT LZT LOIi LSY \ tP c c w w LOT s°T LOT 5T 5DT U IT O O � cU LJ H 3 L°T 5i. 5 14 Llfi � � Q N �I IT +nl r (�r� N 61 > I > > W ¢ C II ,.oT Y J O _J O m BD _LOYOLAWA 6 LJ LJ ,t Z J W W O a � p 6] a. Q d I a 3 LOi r Ou R' m W W s GT or I ^ H 3 wT eTi L00T ez ea W I I L 1 W 0Q Q 6a LDT ,>. w 7e I K ZCIL J ¢ � w LOT LaT p I I. O_ H_ Z o es :I z N LOT Z Irr _ _ 77 OT n U1 LOT /I Lor a. ,a W = C O fib Oi W cc x- IW w H ' U x_ IY [Y i p .--I N In C Z O LTOfiT X ::'s% Ate•`+ III LI 6 _ Z Z Q Lor LDT U) (A > a II;I s j CrOf Of c LOT w �1 32 IlJ LDT LOT I / H ^ o I BERWYN LANE 13 -a+/ 0 ADT y I u r-----------i�- o i 1 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOi `9e LOT LOT ;% I 10 000 SF 1 al O O ED w ea es e> eB aq 9D s1 se q,T na q5 sfi w q9 I 1 I ' 1 e-R N N N 0�j I OFFICE I I F In 00 L DISTRIBUTION 111 BLDG. _ -- 20%RESIDENTIAL L----------J o So%COMMERICAL•_ TRAFFIC F > C TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (loTH EDITION) z ti 0 ioo MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 C7 0 io,000 SF COMMERCIAL OFFICE SPACE - CODE 710 (PHASE II) M 3 RESIDENTIAL COMMERCIAL (PHASE II) t ll� Cf7 ADT: 732 VPD (366 ENTER/ 366 EXIT) 98 VPD (49 ENTER/49 EXIT) N a AM PEAK: 46 VPH (ii ENTER/ 35 EXIT) 12 (io ENTER/2 EXIT) a PM PEAK: r6 VPH N6 ENTER 20 EXIT 12 2 ENTER io EXIT M > m-e 1 < o W NOTES: N J C) n a L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. Ii 03 N 2 CONCRETE TO BE MASS AS IF CAST N PLACE, /� I � 4000 FM F PRECAST. t V ]. COMBINATION CURB k GUTTER NAMING A HMON LU LET OF SUD FEET OR IESS MOM FACE OF "Or _ SHALL E PAID FOR AS RADIN- COBMrM CURB M GUTTER. O 4. FOR USE WITH STA°ILEED OPEN -GRADED MANAGE LAYER, THE M70M OF THE CURB A GUTTER ftBECOSTNICIEO PARALLEL To THE SLOPE O OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. LZ 5. ALLOWABLE CRITERIA FOR THE USE CE CG-S m LS BASED ON ROADWAY CLASSIFICATION THE ON w -O DESIGN SPEED AS SHOWN N APPEARK A OF C Y' R ONE ROAD DESIGN MANUAL IN 1NE SECTION J p w W URBAN STANDARDS. D Q LMONSOON > ¢ z J (_ 0 • D D D D, D W a a °. °. °, U_ < s° O ' LIJ 3 c _ --- TIE BOTTOM CIF THE CUM MID -O s• gin+ GUTTER MAY BE CONSTRUCTED Uj m FARA LEL TO THE SLOPE OF yy U SUBBASE COURSES PROVIDED A /1/\ U THS NBA MAY E CpNCgEEE IS MAN EPTN E >" V\VJ TJ AT THE OPTION OF TIE INTRMTMN R 6 IWNTMED. O = Q Ln W " 1 J LLl D n Y J O o LL]I-1 ` Z E REEFERENNCE COMBINATION 6" CURB AND GUTTER ROAD ANDBRIDGE STANDARDS Ul V) J IDS REVISION DATE SHEET 1P1 OF 1 �- SDp VIRGINA DEPARTMENT OF TRASPORTATION CC LLJ w_ Opp Z LU z I w NOTES, `/ N Z 1. THIS REM TRAY E ASS AT IF CASs IN RACE J p. 4000 CONCRETE TO BE 0.A55 N f CAST N RACE, MONSOON 40W PM F PRECAST. S. CUB HAVING A IMUS OF SOU FEET OR LESS r R MOND FACE OF CURD WILL E PAID FOR AS •� RADIAL LURE. O 4. THE DEPTH OF CURB WY BE REDUCED AS MUCH ' • >, AS 0• (W' DEFTHI OR INCREASED AS MUCH AS D.; • D.; 1 I I � W Y'(21" DEPTH, IN ORDER THAT THE BOTTOM S OF CBR® WILL COINCIDE WITH THE TOP OF A.e• COURSE OF THE PAVEMENT SUBSTRUCTURE p,��p,�� O OTHERMSE THE DEPTH S TO E 10" AS SHOWN ♦ ¢ NO M VsiMENr N THE PMCE M IS TOE MADE . :' .: 0 FOR A DEGREASE OR AN INCREASE N DEPTH. p,� T p,' T p SURFACE ¢ vement 5. THE IS E TOE USED OR ROADWAYS MEETING e , e . THE REQUIREMENTS A OF H FOR CC-d AS SHOWN N W > IN THE IX A OF THE VDOT AN STANDARDS. MIHJ/L. 01 P'�•P'�•P \\\ > N rE EcrlOx ON W URBAN srAroAmrs. 'm e ; BASE O X , it O O _ N w NIgW SUBBASE U O Vie•. c � �lri s:'e a STALE G ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED JERENGE STANDARD 6" CURB p5 `AR NRGIHA DEPARTMENT OF TRANSPORTATION H w_ H W p w of a (n JOB NO. 182157 SCALE AS SHOWN XvooT ROAD AHD RRDDE STANDARDS SHEET NO. RSION DATE SHEET 1 OF 1 10 101.01 j SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE 3, MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER �' 3 FEET. SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE- I 1*7 SECTION SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES Q SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 t• CWAPR69W1 Is 3/4• MALE PIKE OR APPRONSO EQUAL GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL [A 1 INITIAL BACKFILL DOT NO 1 HE BEDDING BEDDING I STONE a O PIPE *STABLE SOIL ROCK �, I W 0.0. 12" * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL FOR ALL BENDS SECTION A -A. STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND WIDEN TRENC CONCRETE ENCASEMENT NOT TO SCALE A THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF - - - - - ANNCCHHORORF T IF #68 STONE. REQUIRED. mlS LENGTH (VARIES) BEDDING AS FOUNDATION IN POOR SOIL UNDER -CUT CONDITION REquIRED � /--MATCH EXISTING PROFlLE� � 1 ,_ I _..__. ... ,.A MAX. BANK EXCEEDS 1 TO 1 45 N 1 / ' UNSTABLE B" 4 1 e, INITIAL BACKFILL 4 AN T $OIL MI MIN. MIN MIN IN SECTION 1-1 #68 STONE 3:0' MIN. "•A " ' - 'ys'"'. GRANULAR FILL AS ' �APPROVED BY ACSA ^" 4.xy• \ ST I CI STABLE S01 OR ROCK' NOTE ; UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. MATERIAL A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL ELEVATION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES I. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2 WHEN BEDROCK IS ENCOU 5 BELL H SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF ( CUND. (FEET) CUND. -BEND L H T L H T 90 2'50 2.50 3'01 024 4" & 6" 45 221/2 2.00 LiO 225 200 2.60 2.52 0.15 0.10 2DO 225 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 O.48 B. 45 1/2 / 2.66 1.66 2.66 2.1 6 2.77 2.67 0.26 0.13 3.16 291 2Sfi 0.32 11 11 1/4 1.66 2.16 2.67 0.13 90 4.133 3.83 3.42 0.83 10" & 12"' 45 3.33 3.58 2.95 0.43 3.83 4 00 2.83 0.52 22 1/2 2,33 2.58 2.86 0.24 11 1/4. 1.83 2.33 2.84 0.18 ASRA A36 AND HEX NUT ASIM BESS (TYR) UNDIMMED EARTH UNDISTURBED 2 - 3/4• DM SOIL (TIP) ALL -THREAD ROD' WATER WIN x ��Lf ® M VALVE 24-MINY UNDISTURBED FARM ELM A- F� �CIASS A-3 CONCRETE SMU N NOTE " ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS DF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLUIR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS URGER DURING CM57WCTM THE COLLAR DIMENSIONS SHALL NCR NTERm AND 00" EQUALS OR EXCEEDS 3, THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH IS- OF VDOT CLASS 1 RPRAP. OLES SHALL BE DUG OUT IN ALL CASES. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES ' EASE ACCORDINGLY. S'ZE, DEAD ENDS AND AT VALVES. SEWER DUCTILE IRON WATER 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON APART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES TYPICAL STREAM CROSSING 4. THE CONSULTING ENGINEER SHALL BE RESES & PONSIBLE TO THE VERIFY THE TYPE SIZE OF N.T.S PIPE INSTALLATION & BEDDING ALL THRUST BLOCKS. NIS FIG. S-7 NTS FIG. W-2 CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-38 TD-2 TD-3 ro-e OI v '�( I' 1wE •M--. m CCPPfR FOR USE AL ATTALiiO R"NOLE DUAL FAMILY AND MEN[ ON sER OR ouu REmENnnL Nm w0wna+ m]WLTs. ,wM• TEE 36"MIN 24' 8"MIN SUED EMBEDMENT Na SAEATED RTRNGS P SPRING UNE OF PIPE AIMING BACKFILL SHALL CONTAIN ROCK MATERIAL OER THAN 5" IN ANY NSION TIAL BACKFILL* " LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER COVER LIFT NOTCH 1212 3/8" " WATER 4" DIAMETER BRANCH AND VALVE --N, - VALVE BOX VAR) PLUG NOTE:HYDRANT EQUIPPED NTH CHARLOITES- VILLE THREADS H IS rN THE • �\ LENGTH OF BRANCH VARIES 6' MIN ■+ �1 to 22 VALVE BO • - O 2500 P.S.I. CONCRETE- .'# .li BASE ANO THRUST •'I •' \\\V/(/ BLOCK AGAINST •'`•� UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-'I-DE) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 6" PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE N Lic, No. 035791,a 1, 09/11/20 11� ADJUSTABLE TRAFFIC RATED II VALVE BDX W/ LID z u N i a M.J. GATE VALVE WATER LINE I j . . 2500 P.S.I. CONCRETE '.B A 2'K 2' BEARING AREA. (A THRUST BLOCK a. Z O J A a 4 4 F EL 1- V O CC U Lr)=5 DO NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. (A 0 v' J -1 ~ o E_ TYPICAL GATE VALVE U) Z TUTS > FIG. W 5 W W K TD-9 ce 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN Yti N [ �# 4k Z Z f 0 0 T ,1n-, Ln - i W W ' W Off DUAL SERVICE O RUBBER COATED STEEL CAST IRON LID WATER MAIN) STEPS CAST IN PLACE I' COMPRmSION R J/1• MALE %PE CWPHNQ N0, fi8 STONE HAUNCHING RESTRAINED JOINT FITTINGS Y 3'-0" MIN / OR APPROVED muu IV' METER BOX >' 1• THE •X• BEDDING 4" max PRECAST REINFORCED HERTCTPoR FOUNDATION (SHALL BE ON-LINE CONCRETE SECTIONS, 16" MAX ` A A7 BR�ANGH F �. " N C QI REQUIRED WHEN SOIL (TYPE nB>,) O" RING SEALS 12" Fnn ON ON DETACHED SARLE FAMILY CONDITIONS ARE UNSTABLE �^.4 MINIMUM ELEVATION /I � ME7ER IS N T FROAE WHERE Ax IR]wnnpx ALL PIPE j� FROMINLETTO OUTLET 5" 4-0" / p ti o 0 0 METER IS NOT PHA. WH. ) ^`•1/ ry e - `titi \ N,I SHALL BE 0.20 FEET. - SINGLE SERVICE ti DEPTH OF FLOW p 1)SA eyA: VARIES THREADED COJPUNG CONCRETE VARIES 4 2" ,> seoaEs SHALL ARE uan w PLa PIPE. 18x BRASS NIPPLE AND PVC FILLETS rcasr WT] In ' 6 EXTENSION PVC SLEEVE LUBRICATE ALL THREAD - I NOTE ....... .. .. CAP CHANNEL � S 3/4 DIAMETER OF . FwsHm YRAOE I . , - , � . � ` " I CONTRIBUTING="�-- 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE THRUST BLOCK F° SEWER. r 4 Ix•-15 } METER BOX (SEE FIG. W-7) •'4 12" KKmc MEhR BACKFILLED ENTIRELY WITH NO. 21A STONE. 6,. A FILLETED INVERT OR A SMOOTH F '•A NOTE: L9 epx 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE �T VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO O Y A AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 (2 PLACES) NO, 57 STONE INLET &OUTLET PIPE SHALL BE BAND d°•MAN. � mFPmsfnFn STONE SHALL BE PROVIDED PROVIDED. MIN- 6" BEDDING EXISTING MANHOLES SHALL 1/8 BEND cO.FUNO-\ 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" M.J. FITTING 2" PIPE SLOPED NOTE.: W/ N0. 68 STONE I BE CORED AND A FLEXIBLE BEDDING OF NO. 68 STONE " TO DRAIN IF CONNECTION " BOOT ' (� METER - GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE INSTALLED kq ,cd VARIES VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. _ raPaRwnau SET Twr<w3,yAsh1 &exE as""ABr NOTES: O (� ='?E^ .' (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE C\j SORT URBANBA]}� yt, LONG El 2" THREADED TAP EXTENDED JOINTS, LIFT HOLES. BASES. N HARE, AS ,„•,p. WATER MAIN AND VALVE NOR sm{ (,-B. RfumJ,xasTI1pOREw1E ARE SAME SIZE PLUG 3 INSIDEALL OUT. HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED TYPICAL SEWER PIPE TYPICAL MANHOLE PLAN Z TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN Q (5/8" & 1" METERS) (5/8"-1" METERS) (TYPE "A") SHOWING BRANCH TIE-IN o J NTS NTS FIG. S-3 NTS TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS CA IZ FIG. Ill FIG W-7 FIG. S-I-A FIG. S-1-8 N W TD-10 TD-34 NTS TD-13 FIC, TD-25 TD-19t9 TD-27 Q �_ up-• m.l I eW-m ExixwOE Wr .RYEYLYt fOP d' CN PAr WI$ f RYRCN) (•' � W r "Al ONE IIRNHA5 , LWMrAMI EWEL K CEYTpYD LINER ONE MB WILE", EHOy DEorExHE pRJYLABE FAWm IOVO°M t'-° T TT] P"yED 9iGAHR NEDrzzrfE HIII.YE FJanc -T T P Ipwar 1a T COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS PMFIEH P vou]1 CENTER LINE SECTION THvu LxEs y'�5 / I.J. YW INI WTER"L NO NOTE pIJRFr PP4 -� TRENCH PLACEMENT ETS a PAVELEm runs rm ffT NOTE , RST MxuwrG ewe _ srlBcpKL °^LET °R g1NTy,Er Prt ro Q/'•°0He5 KETNe Fe .11MRxE.TF I. .• RE I z I z z z z z z ~ PA1.11. L nAK \ 1R BF FILL Ei%x'nx w vMVHf IFro"1xM IBWEEEENT. AOAAE u OF CAR"m OLAsfi Rw NOE Ee uttE T EAv6O 9aUfER ROARHM. �-aLECA O.A.wl.Rxcea �`! rrwmicx.) PAVED SHOULDER SECTION wroNlw y.�• ""nT ruEwle. .e KwEwrf a aA6HEO / CURB AND CUTTER SECTION J-• ••• aAtt ]EETrc Ea WMArax RaMR,cxrs. PLAN VIEW q � apr7un�E AN, EAeRc (PLACEMENT OF CD-1 COMBINATION UNDERORNN) OR PAVEEME MRK'E 5 BANE[ AA1EMEN °R CfA(n 9BASE slleetY .T ..e.' FSELECr NAJEAN MINA. ADI MI5 °F Pm. LIMBS OE Pm. KCC55 RW,E® - AGCE55 ROUTE BI uwAvfD SPKF - urPAvm MKE � (4) 1" (25mm) DU HOLES J ON 32 3/4' (834mm) CIA ) J BOLT ClRRCLE. 2' (51mm LETTERS C`I\ _ (RECESSED FLUSH) Ln LMR$ p! Pm. - LIYRS pr PFO. r\ (26mm) Z J_ Lss PoIIrE®-rR"vEi KCE55 RWTE� % 1 I 1 PEDESTRIAN ACCESS ROUTE DETAIL WITH 11 D ^` I (2) CLOSED W ~� Q WITHOUT UNPAVED SPACE r SP\` gvPy PICKHOL6 L� L AOorcl°wx Rear-T-warm RE�R- E rR L-. 1 1/2' I - Or PEDEsORYN Koss.1 �,-OF � YA ffrGM L�:�J � � [38mm] 0 I w EstlrINO OR %MPoSm MDi R ® Ko[sTRIM °Lcrss.Rauirs Fgov®F A C°Nnrddls "' w PAT. iINsLL4C5A5F aw Ej7 ♦ KLll.Cµ 9E xK0.E.TEgDM4e Po4e4o"o Ycuin ,iQ 700 0arBY WESRZFwKaC6S ROUOUSH`A" SECTION F-F c/1 near ram[ x�°" �"i s•�•1 c� C PICKBARS U \ 1 , 1 FS ro mmv s• [Lmx 'PREr6 °PEsoMNm :::. INEAEm ce uR sr.HmEa + IF 21` �� urE uu$i' r"a'anvf°Rs�ai wlo O W IIV ` W (2) CORED LJJ PWC 6 PEreOM1Arm COMMECTM #51 /4gE0A,E, e6 AmREWlF df CRIry2O Gi REaFm MrN A MN. v Lpo63 9.OPE. - <'/] rEOrEIrIF I Q.- -1-1 56 ORA ABON flE4MEFIS. � wE-LESS ABmEwre FinaIABE GENERAL NOTES tI 1 rwur%Y NEEcna rRxO1 mH rant Yb- II••" ' e' e. 1, I••I 1 1/B" (29mm) DW BO55 1 J ar WAIm aOW plwxAy rraee r L�,�LAss s,£CrcrLr u@eart0 eO,Bwermn iNREMIRAx %u lnr eE •', JJ `y' LO[ RO AY TIPS ppli LPaI AOrN 9LUBNE YO sIAORNE Mf SrNIRD. M3 OR C IN CHE CUR F B IIHE3 p . L' •:. i <T °R G6'J, THE QIPB FN£ M T T ' O.mCT A[POETCH"ITYRCN] ]. RENa SWLL N FILL[° ABM 4itlE0AR Ma iMrygILY N,Vp 1. 1° SEENA, PKNAWLIC srN I.B.5 Y. R KAASEO i° WrO, THE 1 1 2" O EASOME mwKTIEss. MaNraaWxa caWNlPAnOSL Ya?8eefi$=e 27 1/2' CA ( / ] ui �� u• FLWM 3. pmEr FEE s"AL HEAR AT THE FINE CF M MwV LANE PAYfYFNr 4a 89Bmm 3Bmm caNEe,Ex NON -PERFORATED OUTLET PPE snAL R PBRAN a • aRmE PAPAL, sp M Alaalm aTE 2 z Mx n x xceuK WnER ® _ _ __ _ ® I ] •s• ECA pFaIAHE WINE. A ---------- - z# SECTION E-E E��1�1 T PAY UNITS , i . p. 2B 1/4 DIA 1 \ 7 C°01 x. a arm nO WmR Rnaxc WRR rt 6 •P655HE ro p1,ERW6E PPoVH - .' . ` Y' . s. WOx Te Tax aABSE s^ I E I I"-' S 1/4 _I (176rnIF] 1 1/2' r / L uE L00'ET .7B rm ,w0[wR.ve, r,EY NE r0 NE Laurin 00 rt 1p wa, xrp ORw •T4 vY• • Ro [26" 014) ] ro'YAx �a, w„H s)AYwmLEs. "e".;epeve `ai:"%§"4_.=. BLAss As txcs., caa. �mm 38mm . E.N. 5. a L Y rm SEC r ,G C: 10 Y VRER EMIR FMfYfNI MEA E. KW. MASS iVff I aff 21B w I1 .wON EL`EI "wF ax m'qr" De"EONT s._D„ s 1/4' (Exnm) DIA 3 1/B' 1 ®PaxT T pRAa cxwT 0 24' DIA NEOPRENE GASKET r-�min ■ ■ I J 10 6. NW4r FL[VATAN Al pllil£i pp OF g111FI PIPE T° H A WMY °r 10- ALVE ] YNL YOPf OJ \ / L' • ) ®■L®�■ / /� xur ELEVATxx T Rcpnxc Iz1AwKL ara ce srNA:T,AE. O 1606m m] V J OUTLET PPE FIR cuRe Am CUTTER aLY W J. L MEIN NE m00R3, rrfs. ncE N1,N FAr Lars ra WnEl FVL ML f0 N HALL rxxwEss Rlxn - xc,w5 x a a a x YAxxux xmEASE x sTf AT analu a' IMEWv4s 4". 64"4.4 a 2B 7/16" ➢A � N] SULF BF (i M SNI[ GRUSN 511mOM a5 M NTLR PPE. P8•'4'4'4 %NNlE51m IGCamWI TO ISIY 0-2.. AT 51 CEFEC ION 0LLi Cp1CWfEN1LY n .. P ,� LO H SLCII4Y CO.61L° 10 LWaW OINR OPANFLC i # i 3 2 WSIWN MO EAHE N . Fm . MA ICMREEIK Am [7221{Im] [16mm] [�4mm] SECTION C-C e k umRa DECREME r°r sacTEDNL ulluuu To- wrzRvxs SECTION D-D Lu Pon Aw RWpOF s,�, STANDARD PAVEMENT EDGEDRAIN "61E"`� sRCEaNIa °. cERI 36N DA BE "�RbiCE STANDARD COMBINATION LINDERDRAIN RffLrm]cE frmE"cE STANDARD ENTRANCE GUTTER O..H [914mm7 `L6' DIA w (AT LOWER END OF CUTS) Pe14 �""° 5MT "BE CASKET] sMEr T ] Hvace Ow" Pse RCV 6rOT ]'= O-D- OF GARNET GROOVE m, Sin SO2 RVmax OArE .nffr t T 1 FRAME SECTION N I Ipe.Ye vwcxA DEPMrRxr T TRMma+TAlnx ,a meaA ]O] vwcaA omnTTWr T TRMA,YnAna. DJrR :aim SECTION I..1_ m-] xOrLe BRO "PALEWE Kees. H1 "n J cRa$fs A roAERCVt ExrRMCE s /1 aa9µE s]RacM _Ow_ Att NE PPE " ] ]. e-Nn,. aARre 5wpm WAL ruG .Iu ae° 1pM WAL R ]p Py NM N ]0 F51 MMN Awl VCIYCRML MMMI GR Of JCvvc;M ArVP5V11 EV1\O [JVIVC 4i, LV IJ) gir�r°,r 1' l- e"'o'r'srtET:""" -- l 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA PAY1 r r�T wr M"� T a FEL N]KC Y • "' =HTNEET MµOKH $AYE SORFAONY 10.NLL4 TO H AS AS YRNWE ROILWAY IEEE NOTE 31 GENERAL NOTES OFFICIALS AT THE START OF THE WORK. „9 yy,yER LL„E a ` R" x "°WMH * 0 rz 9GWH a Rµ51{I BE AB 'SHOM 1. ceEc U6En M LaJWLi"H nTN SiµO"Po C0J E III TY E EAX CF FN Ur ----- I - on EE OL UuP EU 10 is THE M Cues 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES I ''1 - T""YEL M"FI ' --- m""TK" COMBINATION CD-2 ON ELLS LL,m rW CUR6 R.WP H6u TO BE P. SEE SHHM FOR THE PURPOSE OF IMAGERY COLLECTION. CENTER LIVE s6cnDN I TER LI S smfw%x ___--$ITxwNK usfO WRx lNs sTMO.xO. . M91N rrPE 190.ECr whRKl FP EEQ BE PN'fAfilr )SEE ---- 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. « �H" FCC. °"°"z ff YEME"r An L 6E °°"6r"NHL r° TME TRENCH PLACEMENT 1H T ---- R"W LHE IMiE" vAVERxr wHOx cAx H PC°Y®."i 6WfUE SrMILZ"FF` THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ESPM9gl %I RMLE, °CURT _ 9BMF °BAR ( FOR �°-°N °. ROCK Nfl ION GIRO MU WATER 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. a a e e t31YA4 BATLET �T a a a t aWt a s r W NOrE=HHBw RN P-O" a A6 MA'RH p tlWAV swwx Ox TrvON Rcrmx. 1x" N°' ff °" rR T`° °`Y°° `"W `" EIICFDI FOR RPLKENENT FUIROSEE. .. �-aAEn xeiamA TYPE 2anx PLAN VIEW SHOWING PLACEMENT OF A 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. .eJ AB RLAa +e o-xwrf OF OMAEQ CD-2 UNDERDRAIN PLAN VIEW ENTRANCE NOTES ¢Jss HErxc .. wABATmN rEaIFmEE]rA 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). Tera E "' NON -PERFORATED OUTLET PIPE ORJa' M MR"Nf`S! IS NaT HEAVY THE ivaExe pEmlpEHxrs fi AmcEArm NAVY rnuar F,PRC MNtl1NE ROIaWRY RIX£ T HG iNE pEPTH F(w SHMKx .URItlPv WIHx r1E LIMITS OF E AN f OU Wm H 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL °q RT F a"�° ° "R"'. "LY'.O D•P B2IL `"«` EMRMNE ONLY, ° A. O_C"*E"T ELIAB NCiIIN iLI INS .} OG°TKKIk Fl.Oe A ® - n L PLµS NC TO MOCNE MlffN CONEMOUS. 0, A ROW FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. smpm D.Im _--sTe LIE SHHauE°'D rwpvOE IA3sRrvE 0RINKf Knpss K 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. -PAYEYEXr SIPPA£ 6 BACE 9MOlN W011 fE r0 PPI «MIN ]II M«M wAI i-s�A4 ar RIERr sr.,91A➢ Al `; , a e --_---- YY,IlIC ROWWAY -- --MJ}E J) uAII. R ez wµE CWMGE ® - --_D BARRELS µ J• oORE. HEN N°r'S HAS N'.T�BIF xICABLEE TO E °ES ANCE GRADE ARE. MI VN AS ME NO, NPLE aE rD Sm Er ..:, e - R ELr MRR T EEa M0.RKE 1 ImEM RI VE Or9,llm1 CBNENFE ONB. •••• AN Hu, xaaE THY -xaE AMI mMr6xY F R 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. +pJ wA ECAa..e _HM ON-1 MMM r6srm KcoRHw TO FSTN O-ulP AT Sa pEFtEcnEx. c°tluEpcw ExTwwcE INTERSECTION NOTES 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT- DRABAB a NEAm IIT]H +e pRABArxx rzawEHARs GENERAL NOTES AxIE m caR1 T AK aWcm Wm A F g E MYE. ° «« 0'110 °_` FOS "FT OOw ° = HE L TRNUH 91KL 6E . W,RI W3imATE AL 1MS I RMO INARED TO SECTION A - A MSNrO PoLCY µU rNE IPP.ICIHL£ pEWIRf5ENT9 OF THE VO°t ROM [ENN Mµ�PL MRU.. HIOR W saT a6TA E AN4 K VNUE HEtlIRumTS. 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 ( xRLE cpIPILTrEss. IlowulE NAr A SAFE DRINKING WATER ACT). IPPROKX YI8 FAVEYEM P. wJ PIM 51W1 A N TP FD8 CF nM 1pAVEL LMf M4QFllT MO SIAL H PIICm ON A MiI°E PMIMEL TO ME 9xPLLL9 4tlE P i HL <S PiWeBLEI CRKE �J �� BONE ANl,- BE PWllmn T WTr R T wwH PosrcnT: ORrNANE [ a R. 55 Kp0s9 TIE IxTEFffC*Idl A. � py5, �FoR allSFsT+°iY5E7 e"'RE To az LD°PoSLrrm5B1EP°i0I6°To'R""Hrm,Y mm.6 ALLOWABLE ENTRANCE GRADE CHANGES 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY xar°"riLTs COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION R eN M"H T E2 "°'"°'°""'"° ' TMAANTLEY FINE `"� F6:" x T° °` °°"`"H `""°" T LEE F ALAI u "' e.i. VOLOAL SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 5. x. ]A". ATa T Di Ttldlai PE BI O. NE. T ",Y• NEWS MY 6EVNgN T Ht E DRMINE LETm W 9TMCRPE. E.s., .. .M __j(-IS- G " PLACEMENTCD-2ACHSLA85 N AT ° s NA%! ..l NARS PAS OUTSET FAR ME m 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE TaNMEc TFON BRIDGE A OA SECTION C-C 1.ans R TY R a%LY WHmAA w 0. aNl l SMCTON NO E, NL wABIE m PMGE aABE TAB Y NDT COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. "'"ABLE TO VISIT CONNECTIONS '°TI`""°" STANDARD COMBINATION UNDERDRAIIJ °" "° �V°�T 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE RRRE E METHOD OF TREATMENT RDAB ANa sRIOaE nwPMDS 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) °] CONNECTION FOR STREET INTERSECTIONSOFMO AND COMMERCIAL ENTRANCES) R Ma wE $HEEr, T, JOI VTmlru DEPARTMENT a TRxrswprena ne.ue vMaNA NEPMrMEM OF mMm]RTAnmt pJAm xs,aK 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. (2) WON 1/16 % 5/8 x , In r RUM. PART 0°HNI / T P. 5 11) 1 w R IX B 3 W61 roR U AID P MSHR 6 8 tap CO a (E) 5/ /PAIRrP me6nt8 / P� ao9'Bim tt ON mu (2) NOT W .LW 5/5-1I SEE �FOOf '09n415 9 19MR LOCK LOL HORG wRrP ODISONS LOCK LUG ASSEMBLY w � I V ® O O N 0 w d U) JOB NO. 182157 SCALE N/A SHEET NO. 11 Structure Area (Ac1E3) Cw It. (min.) 2 0.33 0.75 6.0 2B 0.13 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 613 0.74 0.50 10.0 8 0.17 0.65 6.0 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 10B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 014 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.14 0.80 6.0 42 0.15 0.80 6.0 44 0.24 0.65 8.0 46 0.06 0.75 6.0 48 0.15 0.65 7.0 50 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.0 56 0.13 0.65 6.0 56B 0.18 0.65 6.0 58 0.11 0.75 6.0 58B 2.46 0.35 14.0 60 0.10 0.75 6.0 62 0.13 0.75 6.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 76 0.10 0.75 6.0 80 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 90 0.20 0.65 6.0 92 0.11 0.65 6.0 94 0.12 0.65 6.0 96 0.45 0.50 6.0 98 0.38 0.60 7.0 102 0.36 0.65 7.0 104 0.19 0.70 6.0 106 1.00 0.90 5.0 112 3.40 0.40 14.0 114 1.03 0.50 11.0 YD1 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8B 0.24 0.40 6.0 YDBC 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YDI1 0.00 0.90 5.0 YD11A 0.04 0.50 6.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.09 0,40 6.0 YD13E 0.08 0.40 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD13I 0.09 0.35 6.0 YD13K 0.12 0.45 6.0 YD13L 0.08 0.60 6.0 YD13M 0.04 0.60 6.0 YD13N 0.01 0.30 5.0 YD130 0.08 0.35 6.0 YD13P 0.30 0.30 6.0 YD14 0.09 0.30 6.0 YD15 0.10 0.35 6.0 - YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16A 0.22 0.40 6.0 YD16C 1.28 0.35 12.0 YD16D 0.21 0.35 12.0 YD16D1 1.25 0.35 12.0 _ YD16E 0.64 0.35 12.0 YD16F 0.15 0.50 8.0 ROOM 0.05 0.90 5.0 ROOF2 0.05 0.90 5.0 -_ ROOF3 0.04 0.90 5.0 ROOF4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF7 0.04 0.90 5.0 ROM 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF 12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF 16 0.07 0.90 5.0 ROOF18 0.09 0.90 5.0 -I i \ \ •� A\\�//\\\� .' �`,,' I� TMP 90 __-FAITH TEMPLE CHURCH: JANETHE� - \. DANIELS. HOWARD G DAISY UAL MATCHLINE - SEE SH�ET 9 TRUSTEES \ I D.E. 2756, P3.746 Al I \ 1 �= NY - - / i ------ ------------ --------------------------- a _ __ -Ba-- - _ - •f /' 42 , - _.__ -'_ _.- _ _ � .l�'ti_`� ••(•.•' • /_ � __ 'YD8B/. ---- - , os9' O • • m -- -- 1qq�o` ♦ YD8 � _ - D8_4254. f?G.11B 1, vw 1,•� ••••••• 6'A Y -- - _ - 0. w e.,' uu __ - ,' ,'CIO - '. /• / q`\1(• ♦♦♦♦ • _ vwbii ♦`, ` ..• ....... Y - - - ••• cad ♦ --_ -.- o --n:n --_. 8 •• • •. 1('I - - - - --- a7<i.m9,..ax CCoommPPoo°y a♦ -i ,! .• C`:'".-. ° ♦ A,D7B • FC1trPE • S \ G DRIVE k - --s/' /% *•.•• ♦f I ;$- I'iz YD D '•• ,'" •'`_ ..«• oars - • • 7 i • 1.� ♦.«.»:. rai i _ �_�'�- -:,. /.! - -' •••' •� .r � : � : ♦a •° I T. _Yd ROOFS C.'- ✓•� i __'--� _ -_____-'I Q- 34 1 f • 2 1 I \ i A. 3 I 3 I e I FYI zq ♦ a _ � � � � ♦♦ _ � 3zB ti ", ♦ _I II 1 --. -. - -_ �♦+ ,mot � I - __ I 306 ; -- / i° 7.'♦•° I ,/ : ; i!"'-° ______., " `q ,�. __-16i4.' 9 _ a ••aa e♦ ,.. � YD6 - IrL I I L: �� ♦� � • , ROOF16 .° ____ - - -.__ '' I D131 ; : ° .^I _ • I • • 1 -y Y • ° •I i i I .• • • I � ; ; f/', c; i _- -- I. YD13K ___' YD1 L �_' ' a (':S I E'�: � -'� I • � • ♦ YD13P •(ww _____ _-_+- '; '� _- ,, � __ a _- s9 _ _ ,,•• 'n L : I >- /: "♦ o� _'__ I: : � - ; . I J_I -_`- - ='-- - •- sv._ - saz ..._> _. YD13E 1{ 'i --./ • __' • "� _L- • • ,..; `. •: --I - .-sue YD1 C i " - r • •,':,, • ,- ♦ - - ♦ 3 I Y �R; �•♦-.. - - •• .: _ - r-r a YDa B •. .. a '-_ I : - __. _- __ . a°- --.3 j ROOFz • I. I I. I • I i II ,, I • • .' • i ♦ Br. r 9' ' 1 ,a YD • ( .; I • f �. x LO i _' •� ; � I YDizB �•♦ _-- ____ . r 94 '- t •�• ••^ • ___` '., I I ` ' y ..• � '.!, a. {�r al _ • • •• __._ 3 ....... 12 Imo, I - � II • • • - I � -- : ',/'� -.._ter _ ,:. -, - ♦ I _ _- - - • • ,,. : _ � I I: - .,_. ♦♦• si • YD1 A - YD15C • • : �' �-- - ♦ �• �. I ,, • � I r �. ♦ ♦ • 6 sse YD4q • cr°°• I e'I -I_ TMP 90-278 : ' ' • • _ • ♦ ♦ -• 'r Y •• 558'gya jL • • • S'rEVEN W. AND BETTY C. JOrIN60N a 11 i / - �. ( �' 6y ' ••••° ZD , 1 I B D.B. 629 P. 616 PLAT 0 • r i `, •` Bve YDl ••, -': _ 106 '. 82 1 1. I - s.6 _ --' • ' •e • YD16E _ ' _ _' i �-', Q e° „ I • � T I : 84 :- 'I j : ss.�i�:�-ssz -- _ ___ -r___ i - ,' `h I �Y I II I , • • 4♦ ♦ ROOF12YDioA c _ • ^--I' :` -�- : :: : , �/ ss° r - --L -f R I y • • • ♦ ° � I • I -.-Y � ' it • F • • •• � :L ♦ I L I e e I FT ♦ ♦ I tiw DiMi ♦-_ _-.-__.. -_ - '._ • ♦_ y • , I • I __ : 'i I •• • [/.. s4z �' �, �'. /86 ' I ll I' I T I I I 'I II ,; • ♦ , #• 90-35 1 I $� •. Y AND H ILDINGS, LLD • ; iF DB 026 P. ]1 o.e. Bs P.23a P� r • r • : I I: ff ; ------------- r I 1 : j , � � I • 'a0 i • _ - - _- - --- _ 66 0 I Y • I I • _________ i I Y 1 : •I s • � . - _ V1 _ DNE E. AND ROWENA M. SNOW S Y • ❑ B. ]02 P. ]92 • Y 657 P. 234 PIAT : L• -------------------- TMP 9013SV : RONAYNN LLC • D.B. 471 QQCC. 402 • : D.B. 4473lQ48 PL41 • : _ 0.8.440 Pm 98 PLAT i - '�LIFI EDDI D I" � - YC16D -- - - J-_(_____:-. - -:.. __. ____ _I__ es --_ --- -� _ • . YUUA _ -.�• m - ; p ROOFuA E T E I : _' ---I- 1-_BERWY LANE ♦♦ -•j ': 58 I. TMP 90--27 r iL-= .............. .•..............• .B-453ROGER LOTIAEDANT2 r ____ -__IB. 2 I LOT 6 - ' I P. 264 L T • .. • 56 • ' • D.a. 1244 P. 461 - ♦ L- i- __ D.B. 629 P. 616 PLAT N S - - -�--� �' • I ' D.B. 530 P, t64 PLAT I II I v p B .� : .� l l I 14I • -� } ,' � • '-' f 2 -:N- .. ROOF18 - - .... 6. ♦r � ..... ... Fi � 26 • ♦ S - ��., - 'I - -- -_ _� S ' � • • - ( : O�i♦ . o • • � w _ • ♦ ,, • BENCH MARKff$$ ' � ,_ --_ - ,.. • ♦ ,l 1 • ° ..,.... • A a • ♦ I : CHARLOTTESJN•LE - ❑RI ,••• ?G • ♦ _ - - ♦ ROUSE-SIR1NE ♦ - _ ' • •...♦af..^•uo.'. YD16A - ,, _ ♦♦ .j Q. --.. __ _�•♦ 112 iom STATION 105 :• __ w : .••.. •a••♦♦ 1 x .♦♦ ____ ♦_____ __ ________. - �. t.' _ 10 _ rlo a•lo-��\N--82993.340 ♦ - .,�•e.. •• --„--_ ♦ _ 4 ;' _ - • __ ______ _ _-♦_ _ ____t E-14.982334.663 4 __ \ - _ - Y - EVATI 27.7m • � • ' I - - -- - .._- LEG 5 ° - - ♦..r....• - ss i...•° - - 106 • '- - - - 102 - - --- i- DIY A � • ! •' -_ . 2-:Ef}i1i777ir _- - - •.•'' /`"+`--'& ---- F-- •e.... � �LkS.•RT3U8B')SOOTTSVILLF, � Df 5.' -H1) -------_�>�_._---�'°._ ••`•---- � -- - ...--- ....................................- 9g -5- • a•♦��- - -- - }iPB.1 PG.3a5A.''`_ - t \---� _ P ♦ - _-_.-. - 53. J _ zi 1..1 .. _. _ Ra......Y+�.. u.u.ua.. v..uu.• •E - MAILBt�X `, SI(_o ° - u' �' y.• y ••.Yr•••••YY.. _-- 1 MAILBOX - -- ••♦ � - - __ - __ - - _. _ --- _.- _ . .. , I _-- � _ n-------/c .__\ I, MAILBOX. _ _�L�-___ • -- _ ...Y. .r�-MAILHO>. ______ •V ••aa•. -__. Lo ((1 I I " _ )' VOhI AprnnmatB - -C-___�_ __ JE R�LEE ANO 17 II �' ` - __ D oRAH a. BET j a (, TM 90.z16 I �'+'I _ MON. Va Pu61ic Service Esmt \, Aprox. 1, 2 PCO E_=mL VON, _-_--_- _/ \ I I _ D. .3>W P. 332 r 3T H�N B. HE -.-' P i' TMP 9139 I '- 0.6.221 P3DEJ \ ��. b'8 P.>3Fl 116 MUN. - -i L-)_i i�_) L L�L'� ••�"'�"' _ '� A, _ _ D.. tAT \ /I WIL I21 AN0 .II JULNN P. BATTEN. JR. 1 _ \ 1 ___ i I DR 2816 P.2B] Wil 2fF . .11] P.33 I �. TMP 90.21H i __ TMP 8a21H •-- _ $ D,e 338 P. 38, 3] fAT D.9.y3S0 P. 226, 22]PLAT ODROTHY 9. HDNT DO OTHYB HUNT 0 30 EX) _ _ / EV .6HIFFLETT i'. D,313289 P. M'T1 P[AT ` 063289 P. 68, 71 PI -AT fi '� i 0 2C T 240 ➢ I + v \n \, O.B. Ill ]P. 31 P. ]18, T20 T I D:8: 1350 P: M622TFLAT `-.r \ $PO \ DI 8, 1350 P. 226227 PLAT - - Is IN FEET I � I' -- - mcla - - 60 ft. YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA, (te) LENGTH` (ft,) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE RIM ELEVATION YD1 12" Yard Inlet 534,00 8 21.25 4,71% 50.00 529.00 HDPE YD2 I IV'Yard Inlet 539,50 8 23.75 &16%. S5.00 534.25 HOPE YD3 17Yard Inlet 544.00 8 15.25 1.84% fi40.00 539.75 HOPE Y04 30"Yard lnlat - Dome Top 555,67 15 41.00 2-a5% SE0.17 548:OD HOPE Y134A 30" Yard Inlet - Dome Top 555.75 12 400 8.25% 5C0.50 550.17 HOPE YDS: 12, cleweUt 577.25 8 20,50 3,66% 574.25 573,50 HDPE YD8 IS'Yard Inlet 591.83 8 3125 3.20% SRI 05,67 HDPE YD7C 1V Yard Inlet Slaw 8 42.75 1.75% 615.00 614.25 HDPE Y07B 12" Yard Inlet 617.50 8 23.50 1.06% 614.25 614.00 HDPE Y07A IT Cleanout 618.00. 8 73.75 9.49% 614.00 807.00 HOPE YD7 12" Cleanoul 611.00 8 22.75. 1429% 6(7.00 603,75 HOPE YO7E 17' Yard Inlet 629.83 8 41.76. 13.96% 6'c5.83 02000 HDPE Y071) 12" Yard Inlet 62500 B 27.78 18.02% 8F0-00 815.00 HORE YDSC 12 Yard Inlet 62383 8 38.75 8.18 % 619.17 616.00 HDPE YD8B IT Yard Inlet 6113S3 8 60.76 0.82% 616.00 615.5D HDPE YDBA 12 Cleanout 620.00. 8 28.25 2.56% 615.50 61483 HDPE YD8 IT Yard Inlet 618-50 8 73.50 14.73% 614.83 604.00 HDPE YDe 1T' Yard Inlet 607.50 8 32.50 0,77% 604.25 604.00 HDPE YD1QA 17, Yard Inlet. 549,50 8 92.50 3.7B% 545.50 542.00 HDPE YD10 12' Yard Inlet 546AO 8 43.50 1.72% 54�.00 541.25 HDPE YD11A 12" Yard Inlat 538,00 8 1 19.75 0,86% 1 54.50 1 534.33 HDPE YD11 12' Geanoul 539.00 8 7.5D 6.67% 5:4.33 533.83 HDPE YD12A IT Yard Inlet 56867 e 1&75 1.08% 5ES50 56533 HDPE YD12 12" Cleanoul 567.50 8 9a.DD. 1,41% 5E5. a3 564 00 HDPE YD12B IT Yard Inlet 570.33 8 20:SD 4.88% 56fi.33 56533 HDPE YD131 12" Yard Inlet 59T00 8 41.50 13.fi6% &'2.50 58883 HOPE VDt3H 12" ad Inlet 589.50 8 3025 0.53% SE6.83 58667 HDPE Y013G 12 YeM Inlet 59R33. B 49, 00 0.68% 5Efi.67 58633 HDPE YO13F lr Clealm 593.50 6 2.50 7 0.58% 5E8. 35 58817 HOPE YD13E IT Yard Inlet 592.0a 8 2200 -O.T %. -46.17 586,00 HOPE YD130 12" Cleanoul 595.00 8 69.00 2.54% SE6.00 584.25 HDPE YD13C 12" VaM Inlet 589.00 8 30,50 16.03% 514.25 578.75 HDPE YD13B IT Yard Inlet 586,00 8 3550 16.20% M0.75 57100 HOPE YDt3A 12" Yard Inlet 576.00 12 50.75 0.49% 573.00 57275 HOPE YD13 12" Cleanoul 57725 12: 3600 0:69%. G275 572.50 HDPE YD13M IT Yard Inlet 60100 8 46-50 ELMS, e(O.00 599.75 HOPE YD13L IT YaN Inlet 607,00 8 90.75 0.55% 519.75 599.25 HDPE YD13K 12 Yard Inlet 607.75 8 14.5Q 15.52% 5f9.25 59700 HDPE YD13J 12 Cleanout 601.00 8 35.50 18.31% 592.00 585.50 HDPE Y013N 12" Yard Inlet 623.D0 8 60.00 19.17% 616.00 604.50 HDPE YO93P 15" Vard Inlet -Dome Top 604.92 a 11100 12.91% 600.33 5B500 HDPE YD130 1T Vard Inlet 589.79 8 35.00 19.29% 5E0.00 573.25 HDPE Y014 12" Vard Inlet 508.00 8 605.25 0.03% 6CS50 605,33 HDPE VD95B 12" YaN Inlet 571.00 8 35.25 12.26% SE8.33 582.00 HDPE VD15A 12" Yard Inlet 566,00 8 67,50 1.97% 55B.33 557.00 HDPE YD15 12" Yard Inlet 561.00 8 15.25 3.28% 557.00 556.50 HDPE YD15D IVYard Inlet 561,92 8 71.25 0,59% 50.25 558.83 HOPE YO15C 12" Yard Inlet 566.00 8 69.75 0.72% S°8 B3 558.33 HDPE Y015E IT Yard Inlet 560.00. 8 M25 0.89% 557.25 557.00 HOPE YD16A 30" Yard Inlet - Dome Top 54T33 12 19 26 3.12% &3.35 542.75 HDPE YD16 24" Cleanout 550.25 T2 8.75 5,71% 5C4.50 534.00 HDPE YD16C 3(y" Yard Inlet 554:00 12 44.00 341% 5E0.50 54900 HDPE YD16B 12" Deanoul 55925 12 81.00 370%. 549.00 546.00 HDPE YD1601 30" Yard Inlat 557.00 8 34.33 3.41% 5E3.00 551.83 HOPE YD16D 30" Yard Inlet 555.63 8 21.83 8.38% 551.83 550.00 HDPE YD16F 30" Yard Inlet 58387 8 3950 8.66%. &M.67 556:25 HDPE YD16E 30' Yard Inlet 560.00 8 74.67 1,67% 5E6.25 555.00 HDPE ROOF12A 121, Cleaneul 559.75 8 500 1.60% ST5.00 554.92 HDPE ROOF12 12" Cleanout 559A2 8 2075 4.43% 5.4.92 554.00 HDPE Lic, No. 035791 a 06/12/20 1`� Z Z O J Q 0 w J 0 w J p<< w 0 CO U) J ED ED ~ a a ` / U) j z o W En 0 W En LU Of w w .-I N 0 0 CID O O w N N .\1 M .T1 C)ED O 07 ti M M O) N LL z VJ N w Q >LU V / J J > Li <F- L95 F L - L NO 1 u1 . 1.1_ W V U Q z_ W1 J a Y J CY F- Ul ~T4 W y LU I L `/ ,� II''''�� JF- LU LL / ) C) C) N LU W CI Ln J08 NO. 182157 SCALE 1D = 301 SHEET NO. 12 Design Storm Year= 10 Design Storm Year 10 Des ign Year. 10 Project: Springhill Job#: 182157 Prepared by: AML,PE TH SCOTT R. LINS' U Lic, No. 035791 a ° 06/12/20 's10NAL - w w Z 2 Z w N Z 0 0 0 m o y 3 N N a x _ 3 o 3 YO N c 0 o c 0 D 0 U 0 0 _ E � N c > N 0 0 s 3 0 a a c a o O c a t y a a n c o N o c O a o 0 K w_ Z Z Z J O y O a N U m O r m o i c 3' U O a a 0 a 0 a m d F POINT DOWNSTREAM DRAIN RUNOFF CA INI.Ef RAIN RUNOFF INVERT LENGTH ZoJ�-1 o u W U W Z j W Q m In J z FV- Z W E O Z_ U Q m Q d' W to ww Z O H Z W O Z_ U Q co Q Lu W to Z O U W Q m .--1 M •�-I \ .� O N 00 00 M O O r4 a N-I ' CD O r M N 1 0 WN O� N ^ W J J_ U) Lu T� 1 i WU Y w W U) W/ JN� Q PIS O O N ® v z Q J LL w r ^ V7 I J L o Q _ I� LL a Lu 1 1 v W J �m J Q ZE J QZ z �/ V / W W W a JOB NO. 182157 SCALE N.A.a SHEET NO.. 13 STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS [APE DLA CAPA- CITY VFl FLAW TIME 1NCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEED FT./FT. ® ® 1 1 11 11 11 ®® ®- 11• ® 11 11 ° 11 ®®------- �- 1 1• � 1 1 1 1 . 11 ��------_- -0' ®--______®®' •' '®� a 1' � f 1 �� ®---____-®®�� a l• ®�� --_____-��® a 1' �0 a 1• m� e l � .. I I _-___--_-__-- - for inlets draining to stormwater management facilities, where overland flow to facilities is rat available, 100% capture is required at 6.5in/hr . -for inlets draining to stormwater management facilities, where overland flow to. facilities is not available, 100 / capture is required a[ 6. SiNhr INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr far spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet e v N m 5 - �' t'a. m m u 8 w s r N o' L a o b 9 g 3 u m n RII Wo ;.o a.a� iii �� a 5 � d U U O 0 O 0. in >i A rn r Tf r left 0.1] 0]5 0128 0.83 000 083 2.0010 0.0200 20 0.0200 1.0000 9.5] v right 0.16 075 Od26 0.78 O.OD 0.78 OA010 0.0200 20 0.0200 1.0000 9.36 2 3C 10.0 comthed now 1.5 0.14 0.302 8.91 left 0.05 0]5 0038 0.24 0.00 0.24 0.0010 OA200 3.0 0.0200 1.0000 6,05 ngnt 0.05 li.]s D.o3H p.za D.pp o24 o.DD10 p.o2oo 2.o a.oz0o r0000 s.DS 8 3C 6.0 corrbired fbw 0.5 008 0.172 3.94 left 004 0.65 0.026 0.17 0.00 0.1] 0.001a 0.0200 2.a 0.0833 4.1650 5.27 right 0.03 0.65 0020 OA3 0.00 0.13 0.0010 0.0200 2A 0.0833 4.1650 4.73 16 3C 6.0 conbinedfbw 0.3 006 a.i23 2.82 left 0.06 0.65 0,039 0.25 0.00 025 0.0010 0.0200 2.0 0.0200 1,0000 8.14 right 0:06 065 0039. 025 0.00 0.25 0:0010 O.o200 2.0 0.0200 1.0000 6.14 28 3C 6.0 conbined fbw 0.5 0:08 0.178 4.04 left 0.06 p.65 0.039 0.25 0.00 025 00010 0.0200 2.0 0.0200 1.D000 fi14 right 0.0] 0:65 0.0d6 0:30 0.00 0.90 o.001D. a.OzoD 2.0 0.0200 1.0000 650 56 3C 8.0 conbinedfbw 0.5 0.09 0.188 4.28 left 0.09 0.85 0:059 0.38 000 0.38 0,0010 0.0200 2.0 0,0200 1.0000 7.15 right 0,09 0.65 0.059 0.38 00 00,38 0,0010 0.0200 2.0 0.0200 1.0000 7.15 56B 3C 6.0 conbinedfbw 0.8 009 0.204 4.67 Ierr 0.oe o.7s oase a.44 0.00 044 0.0010 0.020a z.o 0.02,00 1:go0o 7.6a right 0.12 0.75 0090 0:59 0:00 0.59 0:0010 0.0200 2.0 0.0200 10000 8.40 70 3€ 8.0 cortbinetl fbw 1.0 0.11 0248 5.89 ]aft 0.04 0]5 0030 0.20 0.00 0.20 0:0010 0.0222 3.0 0,0200 1.0090 5.58 rgnt a.os o.75 o.p4s D.zs aoo o.z9 0.0010 D.o2oo 2.o 0.0200 1.0000 s.ae 76 3C 6.0 cartbNetl fbw 0.5 0.08 0. V2 3.94 left 018 0.65 0.177 0.78 000 0.76 0.0010 0.0200 2.0 0,0200 1.0000 9.27 dgnt o.18 0.65 0.117 2EM 0.00 078 0.0010 0.0200 2.0 0o200 1.0000 9.2] 102 3C 10.0 conbinetlfbw iS 0.13 0.891 6.86 * gutter longitudinal slope of 0.001 should be used in a sump condition * gutter longitudinal slope of 0.001 should be used in a sump condition -grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have curb spread, but will have inlet spread and depth -for inlets draining to stonmwater management facilities, the 6.5in/hr check storm will sufice for the 10yr conveyance to the facilities -for inlets draining to stonmwater management facilities, the 6.5in/hr check stone will suffice for the 10yr conveyance to Me facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland Bow, as well as yard inlet and roof drain drainage areas. TH 0� �t- SCOTT R. LINS' U Lic, No. 035791 a ° 06/12/20 �` ��'s10NAL ��Oti w w z z W Z J O J O c o 0 3 0) v m 0 3 r 3 U o N c o U l 41 o, 0 o \ U - m e 0 c 0 U' 0 -o U •- E c j U 0 c N 0 o 3 0 0 a a 0 a 0 N. 0 N °' O C 0 t w r= a a a ' o N 0 r 3 C U 3 a O a v � o c E c o Z w w z z w z J J O y a 0. .N U m. U y 0, 0 " C 01 3: U -00 -0 p? 0 t0 a C 0 y 0 a N m F Z O `J� LLrI 0 a O U W 0 Z O U) j oc W J Q � (n J ~ Z tr) Z w E O }V} h Z_ O J Q w m Q C' a W W to ww k Z O .Ln W Y to Z w � O }U Z Z_ O -1 ¢ w m -i C' CL W W to N 4k Z O U) W � W F- Q rn .--I rn . .\I H o N � � M 17 o N � .N-i 0 r ZU M co N �y (� LL N T V, W 0 N N �< W J J_ //� VJ W 0 o Z < U I Y rr�^ v./ l w Z W - J��c W < O ® O CV z Q J w /VV�� Z (r� ' LU (D Q J J H\� / J 1 (--, z �� , ^ , r W ^ a. r ^ V I 7 La Lo_ I- J '1 V JU QO ,1 V W `/ � � a- 0 I- W (n JOB NO. SCALE N.A. SHEET NO. 1 STRUCTURE DRAINAGE D (At) FLOW TYPE INLET TYPE AREA (FT2j PERIMETER TT) A (ACRES) C 1 DrvMR) Q (cFs) YDl 12"Nybplast Yard Inlet 0:42 4.49 0.11 0.50 4.00 0.330 0.77 WEIR FLOW YD1 12"Nyloplast Yazd Inlet 0.42 4.49 0.11 0.50 6.50 0.358 1.U7 WIIRFLOW YDI 12"Nvbplast Yazd Inlet-50°fo cogged O.Z] 2.25 O.II 0.50 4.00 0.220 1.23 WEIR FLOW YDl 12"NVbplast Yazd Otkt-50%cogged 0.21 2.23 0.11 0.50 6.50 0.358 1.69 WEIR FLOW YD2 15"Nybplast Yard Inlet 0.64 5:40 O.12 0.30 4.00 0.144 0.51 WEIR FLOW YD2 15" Nyloplast Yard Inlet 0.54 5.40 0.12 0.30 6,50 0.234 0.71 WEIR FLOW YD2. I$"Nybplas[Yardlnlpt-50%P cogged 0.32 2.70 0.12 0.30 4.00 0.144 0.82 WEIR FLOW YD2 I S"Nybplasl Yazd Inlet - 50°/P cogged 0.32 2.70 0.12 0.30 6.50 0.234 1.13 WEIR FLO W YD3 12"Nybplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD3 12"Nybpfast Yazd Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD3 ]2"NvbpFast Yazd Inlet-50%cbl7,red 021 2.25 0.04 0.50 4.00 OA80 0.62 WEIRFLOW YD3 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.50 6:50 0.130 0.36 WEIR FLOW YD4 30"Nybplast Yard Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.23 WEIR FLOW YD4 30"Nybplast Yard Inlet 2-85 8.60 1.64 0.55 6:50 5.863 4.00 ORIFICE FLOW YD4 30"Nybplast Yard Inlet-50%cogged 1.43 4.30 1.64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4 30"Nybplast Yard Inlet-50%clogged 1.43 4.30 L54 0.55 6.50 5.863 7.03 ORIFICE FLOW YD4A 30"Nylopfast Yard Inlet 3.85 S,fiO: 1.fi4 0.55 4.00 3.608 3.23 WEIR FLOW YD4A 30"Nybplast Yard Inlet 2.85 8.60 L54 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4A. 30"Nybplast Yard Inlet - 50°%cogged 1.43 4.30 1.fi4 0.55 4.00 3.608 4.00 ORIFICE FLO W YD4A 30"Nvbplast Yard Inlet-50°h cogged 1.43 4.30 1.64 0.55. 6.50 5.863 Z03 ORIFICEFLOW YDS 12"Nybplast Yard Inlet 0:42 4.49 0.0$ 0.35 4.00 0.112 0.49 WEIR FLOW YDS 12"N to last Yard Inlet Y P 0.42 4.49 O.Q8 0.35 6:50 0.182 0.65 WEIR FLOW YDS ° 12"N b last Yard Wet- 0✓o clogged y p 5 0.21 2.25 0 .OS 0.35 4.00 . 0.112 07 . 8 WEIR FLOW YDS 12"Nvoplast Yard Inlet-50%clogged 0.21 2.25 0.08 0.35 6.50 0.182 LOS WEIR FLOW YD6 15"Nybplast Yard Inlet 0.64 5.40 0.21 0.45 4:D0 0.378 0.95 WEIR FLOW YD6 IS"Nybplast Yard Inlet 0.64 5.40 0.2] 0.45 6:50 0.614 1J5 WEIR FLOW YD6 I5"NybpFa6t Yard Inlet -SO°h clogged 0.32 2.70 0.21 0.45 4.00 0.378 1.5fi WEIR FLOW YD6 I $"Nybplast Yard Inlet - 50% cogged 0.32 2.70 0.21 0.45 6.50 0.614 2.15 WEIR FLOW YD7B 12"Nyloplast Yard Wet 0.42 4.49 0.19 0.35 4.00 0.266 0.38 WEIR FLOW YD7B 12"Nybplast Yard Inlet 0.42 4.49 0.19 0.35 6:50 0.432 13l WEIR FLOW YD7B 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.19 0.35 4.00 0.266 1.39 WEIR FLOW YD7B 12"Nybplast Yard Inlet-SO%cogged O.ZI 2.25 0.19 0.35 6.50 0.432 192. WIIRFLOW YD7C 12"Nybplast Yard Inlet 0.42 4.49 0.09 0.35 4.00 0.12fi 0:53 WEIR FLOW YD7C 12"Nybplast Yard Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.74 WEIR FLOW YD7C 12"NybplastYard Inlet -SO%cogged 0.21 2.25 0.09 0.35 4.00 0.126 0.35 WEIR FLOW YD7C 12"Nvbplast Yard Inlet - 50°lo cogged 0.21 2.25 0.09 0.35 6.50 0.205 1.17 WEIR FLO W YD7D 12"Nybplast Yard Inlet 0:42 4.49 0.06 0.35 4.00 0.084 0.41 WEIR FLOW YD7D 12"Nybplast Yazd Inlet 0:42 4.49 O.Ofi 0.35 6.50 0.137 0.56 WEIR FLOW YD7D 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.06 0.35 4.00 0.0$4 0.65 WIIRFLOW YD7D 12"Nybplast Yard Inlet-50%cogged 0.21 2.35 0.06 0.35 6:50 0.137 0.39 WEIR FLOW YD7E 12"Nybplast Yard Inlet 0.43 4.49 0.0G 0.35 4.00 0.084 0.41 WEIR FLOW YD7E 12"Nybplast Yard Inlet 0:42 4.49 0.06 0.35 6.50 0.137 0.56 WEIR FLOW YD7E 12"Nybplast Yazd Inlet - 50°l4 cogged 0.31 2.25 0.06 0.35 4.00 0.084 0.65 WEIR FLOW YD7E 12"Nybplast Yard Lilet - 50% clogged 0.21 2.25 0.06 0.35 6:50 Q.137 0.39 WEIR FLOW YI38i l?"Nybplast Yard Inlet 0,4? 4.49 0:09 0.35 4:00 0.12b 0.53 WIIRFLOW YDB 12"Nybplast Yard Inlet 0.42 4:49 0.09 0.35 6i50 0.205 0.74 WEIR FLOW YD8 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.09 0.35 4:00 0.126 0.35 WEIR FLOW YD8 12"Nvbplast Yard Inlet-50%cogged 0.2] 2.25 0.09 0.35 6:50 0.205 L17 WEIR FLOW YD8B 12"Nybplast Yard Inlet 0.42 4.49 0.24 0.40 4.00 0384 1.12 WEIR FLOW YD8B 12"Nybplast Yazd Inlet 0.42 4,49 0.24 0.40 6.50 O.fi24 1.55 WEIR FLOW YD8B ° 12"Nybplast Yard Inlet-50/o cogged 0.21 2.25 0.24 0.40 4.00 �.384 1.78 WEIR FLOW YDSB 12" N b last Yard Inlet - 50% clogged Y P 031 225 02$ 0.40 fi.50 0.624 3.67 WEIR FLOW YDSC 12"Nybplast Yard inlet 0.42. 4:49 0.08 0.30 4.00 0.09E 0.44 WEIR FLOW YD8C 12"Nybplast Yard Inlet 0.42 4.49 0.08 0.30 6:50 0.150 0:61 WEIR FLO W YD$C 12"NvbpFast Yard Inlet-50%cogged 0.2] 2.25 0.08 0.30 4.00 0.096 0.71 WEIR FLOW YDBC 12"Nybp4ut Yazd Inlet-50%cogged 0.21 2.25 0.08 0.30 6.30 0.15fi 0.913 WEIR FLOW YD9 l2"Nybplast Yazd Inlet 0,4? 4.49 0.04 0.30. 4.00 0.048 0.28 WEIR FLOW YD9 12"Nybplast Yard Inlet 0.42 4.49 0.04 0.30 6.50 0078 0.39 WEIR FLOW YD9 12"Nybplast Yard Inlet-50%cogged 021 225 0.04 0.30 4:00 0.048 0.44 WEIR FLOW YD9 P 12"Nybplast Yard Inlet - 50/P cogged 0.21 2.25 0.04 0.30 6.50 0.078 O.61 WEIR FLOW YD10 12"Nybplast Yard Inlet 0.42 4.49 0.19 0.40 4.00 0.304 096 WEIR FLOW YD10 12"Nybplast Yard Inlet 0.42 4.49 0.19 0.40 6.50 0.494 1.32 WEIR FLOW YD10 12 N b last Yard Wet-50% clogged Y P t$ 0.21 2.25 0.19 0.40 4.00 0.304 1.52 WEIR FLOW YD10 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 O.19 0.40 6,50 0.494 2.30 WEIR FLOW YI)l0A 72"Nyloplast Yard Inlet 0.42 4.49 0.O8 0.4Q 4,00 Q.128 0:54 WEIR FLOW YDlOA 12"Nyloplast Yard Inlet 0.42 4.49 0.08 0.40 6.50 0.20$ 0.74 WEIR FLOW YDlOA 0 12"Nybplast Yard Inlet-50/o clogged 0:21 2.25 0.08 0.40 4.00 0.138 0.85 WEIR FLOW YDlOA l2"Nvbplast Yard Wet-50%cogged 0.21 2.25 0.08 0.40 6.50 0.208 1.18 WEIR FLOW YD11A 12"Nybplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD11A 12"N b last Yard Inlet Y P 0.42 4.49 0.04 D.50 6.50 0.130 0.54 WEIR FLOW YD11A ° 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.50 4.00 O.D80 0.62 WEIR FLOW YD11A 12"N b last Yard Inlet-50% clogged YP 0.21 2.25 OA4 0.50 6,50 0.130 Q3 6 WEIR FLOW YD12A 12"Nybplast Yard Inlet 0.42 4.49 0,41 D.30 4:OD 0.492 1.32 WEIR FLO W YD12A 12"Nybplast Yard Inlet 0:42 4:49 0.41 0.30 6:50 0.800 1.83 WEIR FLOW YD12A 0 12 Nvb last Yard Inlet - 50 /o clogged P 0.21 2.35. 0:41 0.30 4.00 0.492 1 2..8 WEIR FLO W YD12A 12"Nvbplast Yard Inlet-50°fo cogged O.Z] 2.25 0.41 0.30 6.50 0.800 6.02 ORIFICE FLOW YDI2B 12"Nybplast Yard Inlet 0:42 4.49 0.36 D.35 4.OD 0.504 1.34 WEIR FLOW YDl2B 12"Nybplast Yard Inlet 0.42 4.49 0.36 0.35 6.50 0.819 1.86 WEIR FLOW YD12B 12"Nybplast Yard Inlet-50%cto�ed 0.21 2.25 0.36 0.35 4.00 0.504 2.39 WEIR FLOW YDI2B 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.3fi 0.35 6.50 0.819 6.31 ORIFICE FLOW YD13A 12"Nybplast Yard Inlet 0.42 4:49 0.04 0.30 4.00 0.048 0.28 WEIRFLOW YD13A 12"Nyloplast Yard Inlet 0.43 4.49 0.04 0.30 6.50 0.078 0.39 WEIR FLOW YD13A ]2"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.04 0.30 4.00 0.048 0.44 WEIR FLOW YD13A 12"NybpFast Yard Inlet-50%Pcogged 0.21 2.25 0.04 0.30 6:50 0.078 0.61 WEIR FLOW YD13B 12"Nybplast Yard Inlet 0.42 4(49 O.IO 0.35 4:00 0140 0.57 WEIR FLOW YDI3B 12" Nybplast Yard Inlet 0.42 4.49 0.10 0.35 6.50 0.228 0.79 WEIR FLOW YDI3B 12"Nybplast Yard Inlet-50%cogged 0.21 2,25 0.10 0.35 4.00 0.140 O.QI WEIR FLOW YDI3B 12"Nybplast Yazd Inlet-50%P cogged 0.21 2.25 0.10 0.35 6.50 0.328 135 WEIR FLOW STRUCTURE DRAINAGE D (IN) FLAW TYPE. INLET TYPE AREA t�'�} PERIMETER (FT) A (ACRES) C I UwHRI Q ICFSI YD13C 12"Nybplast Yard Inlet 0.42 4.49 0.09 0.40 4:00 0.144 0.58 WEIR FLOW YD13C 12"NybplastYard Inlet 0.42 4.49 0.09 0.40 6.50 0.234 0.80 WEIR FLOW YD13C 12"Nybplast Yard Inlet -SO%cogged 0.21 2.25 0.0.9 0.40 4.00 0.144 0.92 WEIR FLOW YD13C 12"NyophstYard Inlet-50%cogged 0.21 2.25 0.09 0.40 6:SQ 0.234 1.28 WEIR FLOW YD13E l2"N}bplast Yard Inlet 0.47 4:49 0,08 0.40 4.00 0.128 0.54 WEIR FLOW YD13E 12"N}bplast Yard Inlet 0.42 AA9 0.0.8 0.40 b:50 0.208 0.74 WEIR FLOW YD13E 13"Nyloph6t Yard Inlet-50%cogged 0.21 2.25 0.08 0.40 4.00 0.138 0.85 WEIR FLOW YD13E 12"NyoplastYazd Inlet-50%cogged 0.21 2.25 0.08 0.40 6.50 0.208 L13 WEIR FLOW YDI3G 12"N}bphst Yard Inlet 0,42 4.49 0.06 0.50 4:00 0.120 0.52 WEIR FLOW YDI3G 12"N}bplast Yard Inlet 0.42 4.49 0,06 0.50 6,50 0195 O:TI WEIRFLOW YDI3G 12"Nybplast Yard Inlet-50%cogged 0.2] 2.?5 0.06 0.50 4.00 0.120 0.82 WEIR PLOW YDI3G 12"Nyloplast Yard Inlet-50%cogged 021 2.?5 0.06 0.50 6.50 0.195 1.13 WEIR PLOW YD13H 12" N}bplast Yard Inlet 0,43 4,49 0.1 I 0.40 4:00 0.176 0.6^ WEIR FLO W YD13H 12"Nybplast Yard Inlet 0.42 4.49 0.11 0.40 fi:50 0.286 0.92 WEIR FLOW YD13H 12"Nyop6st Yard Inlet-50%cogged 0.21 2.25. O.l] 0.40 4.00 0.176 1.06 WEIR FLOW YD13H 13"Nyloplast Yard Inlet-50%cb clogged 0.21 2.25 O.II 0.40 6.50 0.286 1.46 WEIRFLOW YD131 12"N}bplastYard Inlet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIR FLOW YD131 12"N}bpla6t Yazd Inlet 0.42 4.49 0.09 0.35 6.50 0.205 0.74 WEIR FLOW YD131 12"Nyoplas[Yard Inlet-50%cb�rd 0.21 2.25 0.09 0.35 4.00 0.126 O,SS WEIR FLOW YD131 12"Nyloplast Yard Inlet-50°lo cogged 0.21 2.25 0.09 0.35 6.50 0.205 l.l' WEIR FLOW YD13K 12"N}bplast Yard Inlet 0:4? 4.49 O.12 0.45 4:00 0.21fi 0.7ti WEIR FLOW YD13K 12"N}bplast Yard Inlet 0.4? 4.49 D.12 0.45 6:50 0.351 1.05 WEIR FLOW YD13K 12"Nyloplast Yard lnbt-SO°/P cogged 0.21 2.25 0.12 0.45 4.00 0.216 1.21 WEIR FLOW YD13K 12"Nybplast Yard Inlet-50%cogged 0.2I 2:25 O.I2 0.45 6.50 0.35] 1%^ WEIR FLOW YD13L 12"N}bplast Yard Inlet 0:42 4:49 0.08 0.60 4.00 0.193 0.71 WEIR FLOW YD13L 12"N}bplastYard Inlet 0.47 4.49 0.08 D.60 6.50 0.312 0.98 WEIR FLOW YD13L 12"Nylopfast Yard Inlet-50%cogged 0.21 2.25 0.08 0.60 4.00 0.192 1.12 WEIR FLOW YD13L 12"Nyloplast Yard Inlet-50%cbeged 0.21 2.25 0.08 O.fiO 6.50 0.312 1.55 WEIR FLOW YD13M 12"N}bplast Yard Inlet 0.42 4.49 0.04 O.fiO 4:00 0.096 0.44 WEIR FLOW YD13M 12"N}bplast Yard Inlet 0,42 4:49 0.04 0.60 6:50 0.156 0.61 WEIR FLOW YD13M 12"Nybphs[Yazd Inlet-50%cb�ed 0.2] 2,25 0.04 0.60 4.OQ 0.096 0.71 WEIR FLOW YD13M 12"NyoplaR Yard Ldet-50%cogged 0.2] 2.25 0.04 0.60 6.50 0.156 0.98 WEIR FLOW YD13N 12"N}bplast Yard Inlet 0.42 4.49 0.01 0.30 4.00 0.012 O.11 WEIR FLOW YD13N 12"N}bplast Yard Inlet 0,43 4,49 0.01 0.30 fi:50 0.020 D.1.5 WEIR FLOW YD13N 13"Nyloplast Yard Inlet-50%P cogged 0.21 2.25 0.01 0.30 4.00 0.012 0.18 WEIRFLOW YD13N 12"Nybplast Yard Inlet-50%cogged 0.21 2.25 0.01 0.30 6.50 0.020 0.24 WEIRFLOW YD130 12"N}bplastYard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YDI30 12"N}bplast Yard Inlet 0.42 4.49 0..08 0.35 6.50 0.182 0.68 WEIR FLOW YD130 12"Nybplast Yard Inlet-50%cogged 0.2] 2.25 0.08 0.35 4.00 0.112 0.78 WEIR FLOW YDI30 12"NylopF4s[Yazd Inlet-50%cogged 0.2] 2.25 0.08 0.35 6.50 0.183 1.08 WEIR FLOW YD13P 1S"N}bp4nst Yard Inlet O.fi4 5,40 0.30 0.30 4:00 0.360 0.95 WEIR FLOW YD13P IS"N}bplast Yard Inlet 0.64 5.40 0.30 0.30 fi:SO 0.585 1.31 WEIR FLOW YD13P IS"Nybplast Yard Inlet-50%cogged 0.32 2.70 0.30 0.30 4,00 0.360 1.51 WEIR FLOW YD13P 15"Nyloplast Yard lokt -SO%cogged 0.32 2.70 0.30 0:30 6.50 O.S8S 2.08 WEIR FLOW YDl4 12"N}bplast Yard Inlet 0.42 4.49 0.09 0.30 4.00 O.108 0.48 WEIR FLOW YDl4 12" N}bplast Yard Inlet 0:42 4:49 0.09 0.30 6.50 0.176 0.6ti WEIR FLOW YDI4 12"NylopFast Yard Inlet-50%cogged 0.21 2.25 0.09 0.30 4.00 0.108 0.76 WEIR FLOW YDI4 12"Nybplagt Yard Inlet-50%cogged 0.21 2.25 O.Q9 0.30 6:50 0.176 LOS WEIR FLOW YD15 12"N}bplast Yard Inlet 0.42 4.49 0:10 0.35 4:00 0.140 0:5^ WEIR FLOW YD15 12"N}bplast Yard Inlet 0.4? 4.49 0.10 0.35 630 0.228 0.79 WEIR FLOW YD15 0 12"N o last Yard Inlet-50/clogged Y P 0.21 2.25 0.10 0.35 4:00 0.140 0.91 WEIR FLOW YD15 12"Nybplast Yard Inlet-50%cogged 0.2] 2.25 0.I0 0.35 6.50 0.228 1.25 WEIR FLOW YDISA 12"Nybplast Yard Inlet 0.42 4.49 0.05 D.50 4.00 0.100 0.46 WEIR FLOW YD15A 12"N}bplast Yard Inlet 0.47 4.49 0.05 OSO 6.50 O.lfi3 0.63 WEIR FLOW YDISA 12"Nyloplast Yard Inlet-50°/Pcbgged 0.21 2.24 0.05 0.50 4:00 0.100 0.72 WEIR FLOW YDISA 0 13"N to last Yard Inlet-50/Pcb clogged Y P � 0.2I 2.25 0.05 0.50 6.50 0.163 LOU WEIRFLOW YD15B 12"N}bplastYard Inlet 0.42 4.49 0.06 0.30 4.00 0.072 0.37 WEIR FLOW YD15B 12"N}bplastYard Inks 0.42 4.49 0.06 0.30 6.50 0.117 O.SI WEIR FLOW YD15B 12"Nybphst Yard Inlet-50%cogged 0.21 2.25 0.06 0.30 4.00 0.072 0.53 WEIR FLOW YD15B 12"NyoplastYard Inlet-50%cogged 0.2] 2.25 0.06 0.30 6.50 0117 0.811 WEIR FLOW YD15C 12"N}bplast Yard Ink[ 0:42 4.49 0.09 0.50 4.00 0.180 0.6R WEIR FLOW YD15C 12"N}bplast Yard Inlet 0,42 4.49 0.09 0.50 530 0.293 0.93 WEIR FLOW YD15C 12"Nyloplast Yard Inlet-50%cogged 0.21 2.25 0.09 0.50 4.00 0.180 1.0^ WEIR FLOW YD15C l2"Nybplast Yard Inlet-50°/P cogged 0.21 2.25. 0.09 0.50 6:50 0.293 1.48 WEIR FLOW YDISD 12" N b last Yard Inlet 3 P 0,42 4.49 0.04 0.50 4.00 0.080 0.34 WEIR FLO W YD15D 12"N b IastYard Inlet } P 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YDISD ° 12"N b Fast Yard Inlet-50 /o clogged Y P 0.31 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YDISD 12"Nyoplast Yard Inlet-50%cbg�red 0.21 2.25 0.04 0.50. 6.50 0.130 0.86 WEIR FLOW YD15E 12"N}bplastYard Isle[ 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD15E 12"NblastYard Inlet } p 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD15E 12"N b last Yard Inlet-50% cb clogged Y P Pg 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD15E 12"NyoplastYard Ltkt-50%cogged 0.21 2,25 0.04 0.50 6:50 0.130 0.88 WEIR FLOW YD16A 30"N b last Yard Inlet 5 p 2.85 8.60 0.22 0.40 4.00 0.352 0.69 WEIR FLOW YD16A 30" N b last Yard Inlet } P 2.85 8.60 0.23 0.40 6 50 0.572 0.95 WEIR FLOW YDI6A 30"Nyloplast Yard Inlet-50%cogged 1:43 4.30 0.22 0.40 4.00 0.352 1.09 WEIR FLOW YDI6A 30"Nyloplast Yard Inlet-50°/P cogged 1.43 4.30 0.22 0.40 6:50 0.572 L50 WEIR FLOW YD16C 30"N b IastYard Inlet } p 2,85. 8.60 L28 0.35 4.00 1.792 2.03 WIIRFLOW YD16C 30"N}bplastYard Inlet 2:55 8.60 1.28 0.35 6.50 2.912 2.811 WEIRFLOW YD16C 30"Nybphst Yard Inlet-50°l cogged 1,43 4.30 L28 0.35 4.00 1.792 3.22 WEIR FLOW YD16C 30"Nyoplast Yard Inlet-50%cogged 1.43 4.30 1.28 0.35 6.50 2.912 4.00 ORIFICE FLOW YD16D 30"N}bplast Yard Inlet 2.85 8.b0 0.2] 0.35 4.00 0.294 0,61 WEIR FLOW YD16D 30"N b IastYard Inkt } p 2.85 8.60 0.21 0.35 6.50 0.478 0.84 WEIRFLOW YD16D 30"Nyoplast Yard lydet-50%cogged 1,43 4.30 021 0.35 4.00 0.294 0.9U WEIR FLOW YD16D 30"Nyloplast Yard Inlet-50%clogged 1.43 4.30 0:21 035 6.50 0.478 1.33 WEIR FLOW YDl6Dl 30"N}bplastYazd Inlet 2.85 8.60 L25 0.35 4.00 1.750 2.OU WEIR FLOW YD16D] 30"N}bplast Yard Inlet 2.85 8.60 L25 0.35 6.50 2.844 2.76 WEIR FLOW YDl6Dl 30"Nyloplast Yard Inlet-50%cogged 1.43 4.30 L25 0.35 4.00 1.750 3.17 WEIR FLOW YDl6Dl 30"Nyloplast Yard Inlet -SO%cogged 1.43 4.30 1.25 0.35 6.50 2.844 4.OU ORIFICE FLOW YD16E 30"N}bplast Yard Ink[ 2:85 8.60 0.64 0.35 4.00 0.896 1.28 WEIR FLOW YD16E 30"N}bplast Yard Inlet 2.85 8.60 0.04 0.35 6.50 1.45fi 1.7^ WEIR FLOW YD16E 30"Nyoplas[Yazd Inlet-50%P cogged. 1,43 4.30 0.64 0.35 4:00 0.896 2.03 WIIRFLOW YD16E 30"Nybplast Yard Inlet-50%cogged 1.43 4:30 O.fi4 0.35 6:50 1.45E 2.50 WEIR FLOW YD16F 30"N}bplast Yard Inlet 2:85 8.50 O.IS 0.50 4.00 0.300 0.62 WEIR FLOW YD16F 30"Nybplast Yard Inlet 2.85 8.60 O.IS 0.50 6:50 0.488 O.SS WEIR FLOW YDIfiF 30"Nyloplast Yard Inlet -SO%cogged 1:43 4.30 0.15 0.50 4.00 0.300 0.98 WEIR FLOW YD16F 30"Nyloplast Yard Inlet-50°/P cogged 1.43 4.30 O.15 0.50 6.50 0.458 1.3,5 WEIR FLOW STRUCTURE DRAMA( D tllV) FLOW TYPE INLET TYPE ARE2A iYl ) PE717MEPER (FT) A (ACRES) C [ tIN/k#) Q CCF6) 112 DI-7 5.96 12.83 3.40 D.40 4,00 5.44 3.3 WEIR FLOW 112 DI-7 5.98 12.83 3.40 0.40 6:50 8.84 4.0 ORIFICE FLOW 112 DI-7 - 50% cogged 2.99 6.42 3.40 0.40 4.00 5.44 4.0 ORIFICE FLOW 112 DI-7-50%cogged 2.99 6.42 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6:5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb find Gutter Inlet � IOU- o u > w 4 ` m m .- s � ° Q U U O O O 3 u � � m � � S 3a3 vi q w N � � W � r w° S '� rn u � � o E N n N m N ri'i � ui p O 1° � 28 38 8.0 0.13 0.75 0.098 0.39 0,00 0.39 0.0200 0.0200 2.0 0.0833 4.1850 4.11 0.95 3.5192 0.1466 0.1593 4.75 1.26 1.00 0.39 0.00 4 38 B.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0500 0.0200 2.0 0.0833 4.1650 2.59 0.99 3.5192 0.146fi 0.ifi52 4.43 1.36 1.00 0.18 0.00 fib 38 id.0 0.74 0.50 0.370 1.48 0.00 1.48 0.0210 0.0200 2.0 0.0833 4.1650 6.72 0.76 3.5192 0.1488 0.13t4 9.4B 1.48 1.00 1.48 0.00 8 3B 10.0 0.17 0.65 0.111 044 0.00 0.44 0.0700 0.0200 2.0 0.0833 4.1650 3.41 0:98 3.5792 0.146fi 0.1687 7.18 1.39 1.00 0.44 0.00 88 38 72.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0700 0.0200 2.D 0.0833 4.1650 3.75 0.96 3.5192 0.1488 0.1608 8.07 1.49 1.00 0.57 0.00 10 3B 70.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.ifi50 2.78 0.99 3.5192 0.1466 0.1652 7.42 1.35 1.00 0.33 0,00. 106 38 76.0 0.30 0.75 0.225 0.9D 0.00 0.90 OA200 0.0200 2.a 0.0833 4.1650 4.02 0.95 3.5192 0.1466 0.1593 11.58 1.38 1.00 0.90 0,00 12 38 8.0 0.05 0.90 0.045 0.78 D.00 0.18 0.1200 0.0200 2.0 0.0833 4.ifi50 2.20 1.00 3.5192 0.146fi 0.ifi6fi 5.72 1.40 1.00 0.18 0:00 14 3B 70.0 0.22 0]5 0.165 0.68 0.00 0.68 0.0300 0.0200 2.0 0.0833 4.1850 4.6d 0.90 35192 0.1486 0.1520 6.89 1.45 1.00 OBB 0.00 i6B 38 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0300 0.0200 2,0 0.0833 4.ifi50 3.92 0.95 3.5192 0.146fi 0.1583 5.54 1.44 1.00 0.42 0:00 18 3B t2.0 0.18 0.75 0.135 0:54 000 0.54 0.1200 0.0200 20 0.0H33 4:1650 3.32 0.98 3.5192 0.14fi6 0.163] 9.18 1.31 1.00 0.54 0.00 20 38 10.0 0.09 0.75 0.068 O127 0:00 0.27 0.1200 0.0200 2.0 0.0833 4.1850 256 0:99 3.5192 0.1466 0.1852 682 1.47 1.00 0.27 0.00 22 3H 8.0 0.07 0.75 0,053 0.21 ODO 0.21 0.1200 0.0200 2.0 0.0833 4.1650 2.33 1.00 3.5192 0.1486 D.166fi 6.11 1.31 1.00 0.21 0.00 24 38 4.0 0.05 0.90 0.045 0.18 0.00 0.18 0.01p9 0.0200 2.0 0:0833 4.1850 3.45 -0.98 3.5192 0.146fi 0.1837 2.82 1.42 1.00 0.18 0.00 26 3H 8.0 0.12 075 0.090 0:36 0.00 0.36 00109 0.0200 2.0 0.0833 -0.1650 4.47 0.92 35192 0.146fi 0.1549 390 1.54 1.00 0.36 D.00 30 38 72.0 O.tfi 0.65 0.104 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1650 3.01 0.99 3.5192 0.1466 0.1852 8AB 1.47 1.00 0.42 0.00 308 3B 12.0 0.18 075 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0633 4.1650 J.J2 0.98 3.5192 0.1466 0.163] 9.18 1.31 1.00 0.54 0.00 32 38 t0.0 0.14 0.85 0.091 0.36 0.00 0.38 00820 0.0200 2.0 0.0833 4.ifi50 3.0H 0.99 3.5192 0.146fi 0.1652 690 1.45 1.00 0.36 D.00 32B 38 70.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0833 4.1650 3.44 0.98 3.5192 Od466 0.1637 779 1.28 1.00 0.48 0.00 36 38 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0411 0.0200 2.0 OA633 4.1650 3.26 0.98 3.5192 0.1468 0.ifi37 5.20 1.54 1.00 D.30 0,00 38 3H 8.0 0.08 0.75 O.Ofie 0.29 0.00 0.27 00282 0.0200 2.0 0.0833 4.1650 3.38 0.98 3.5192 0.1466 0.1637 4:44 1.35 1.00 0.27 0 DO 40 3B 8.0 0.14 0.80 0.112 045 0.00 0.45 0.0222 0.0200 2.0 0.0833 4.1650 4.25 0.93 3.5192 0.1466 0.1564 5.26 1.52 1.00 0.45 0.00 42 3B 8.0 0.15 0.80 0.120 0.48 0.00 0.48 0.0184 0.0200 2.0 0.0833 4.1550 4.52 0.91 35192 0.1466 0.1534 5.t7 1.55 1.00 0.48 0.00 4fi SIB d.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 OA833 4:1850 3.45 0.98 3.5192 0.14fi6 0.1637 2.82 1.42 1.00 0.78 0.00 4fi 3B 8.0 0.15 0.66 0.098 0.39 O.00 0.39 0.0109 0.0200 2.0 0.0833 4.1850 4.81 0.90 3.5192 0.1466 tl.1520 4.08 147 1.00 0.39 D.00 50 38 8.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.71 0.93 3.5192 0.1468 0.1564 6.22 1.29 1.00 0.54 0.00. 52 38 12.0 0.24 0)5 0.180 0.72 0.00 0.72 0.0500 0.0200 2.0 0.0833 4.1850 4.36 0.93 35192 0.146fi 0.1564 8.19 1.47 1.00 0.72 0.00 54 3B 76.0 0.52 085 0:338 1.35 0.00 1.35 0A500 0.0200 2.0 0.0833 4.1fi50 5.52 0.85 3.5192 0.1488 0.1446 11.18 143 1.00 1.35 0.00 58 38 B:0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.146fi 0.1637 5.64 1.42 1.00 0.33 0,00 60 38 10.0 0.10 0.75 0.075 0:30 0,00 0.30 0.1200 0.0200 2.0 0.0833 4.1850 2.66 0.99 3.5192 0.1466 0.1652 7.13 1.40 1.00 0.30 0.00 fit 38 t0.0 0.13 0.75 0.098 0.39 0.00 0.39 0.1200 0.0200 2.0 0.0833 4.1650 2.94 0.99 3.5192 0.146fi 0.1662 79fi 1.28 1.00 0.39 0.00 86 38 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.78 0.99 3.5192 0.1488 0.1852 ].42 1.35 1.00 0.33 0.00 68 3B 4.0 0.02 0.90 0,018 0.07 0.00 0.07 0.0300 0:0200 2.0 0.0833 4.1650 2.02 1.00 3.5792 0.146fi 0.ifi66 2.57 1.56 1.00 0.07 0.00 80 3B fi.0 0.12 0.75 0.090 0.38 0.00 0.36 0.0200 0,0200 2.0 0.0633 4.1650 3.99 0.95 3.5192 0.1466 01593 4.60 1.31 1.00 036 0:00 82 38 6.0 0.14 O.fiS 0.091 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 4A1 0.95 3.5192 0.14fi6 0.1593 4.62 1.30 1.00 0.36 0,00 84 3H 8.0 0.14 0.65 0.091 0:36 0.00 0.36 0.0596 0.0200 2.0 0.0833 4.1650 3.27 0.98 3.5192 0.148fi 0.1837 6.30 1.27 1.00 0.36 0.00 90 38 12.0 0.20 8.65 0.130 0.52 D.00 0.52 0.0991 0.0200 2.0 0.0833 4.1650 3.J9 0.98 3.5192 0.146fi 0.1637 8:53 1.41 100 0.52 0:00 92 3H 70.0 0.11 0.65 0.072 0:29 0.00 0.29 0.0991 0.0200 2.0 0.0833 4.1850 2.71 099 35192 0.1486 0.1652 6.60 t52 1.00 029 0.00 94 3B 8.0 0.12 0.65 0.D78 0.31 0.00 0.3t 0.0643 0.02D0 2.0 0.0833 4.ifi50 3.04 0.99 3.5192 0.1468 0.1852 6.01 1.33 1.00 0.31 0.00 `96 3B 12.0 0:45 O.So 0.225 0.90 0.00 0.90 0.0460 0.0200 2.0 0.0833 4.1850 4.82 0.90 3.5192 0.1466 0.1520 8.92 1.35 1.00 0.90 000 98 38 72.0 0.38 0.60 0.228 0.91 0.00 0.91 0.0392 0.0200 2.0 0.0833 4.1650 4.99 0.88 3.5192 0.1466 0.1490 8.65 1.390.91 000 104 3H 8.0 0.19 0.70 0.133 053 0,00 9.53 0.0189 00200 2,0 0.0833 4.1650 4.67 0.90 35192 0.1466 0.1529 5.46 1.460.53 0.00 114 38 16.0 t.03 0.50 0.515 2.08 OAO 2.06 0.0215 0.0200 2.0 0.0833 4.1850 7.5H 0.70 3.5192 0.1466 0.1228 11,43 1.40 100 2.D6 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.30 (Intensity is 4 iNhr for spread, and 6.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � � 4 � � o d � y � � 0 3 m � c m o Q U U O O (1 � 3 O � 0 P 8 ° � ° g o � � q i c � � N. A (4 N �i U31 U;1 F- W R `w g N � 4 y o 9 11 p � � o �yLy q (/1 rn W O O K 2B 3B 8.0 0.13 0.75 0.098 0.83 0.00 -0:63 0.0200 0.0200 2.0 0.0833 4.1650 4.94 0.89 3.5192 0.1466 01505 8.03 0.99 1.00 0.63 0.00 4 3B 6s0 0.06 0.75 0,045 0.29 0.00 0:29 0.0500 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.14fi6 0.1652 5.43 1.11 1.00 0.29 0.00 6H 3H t4.0 074 0.50 0.3]0 2.41 0.00 241 0.0210 0.0200 2.0 0.0833 4.1650 8.06 0.88 3.5192 0.1466 O.t 197 t2.29 1.14 1.00 2.41 O.OD a 3B 70.0 0.17 0.65 O.t11 0.72 0.00 0.72 0.0700 0.0200 2.0 0,0833 4.1650 4.09 0.94 3.5192 0.1466 O.t578 8.00 1.17 1.00 0.72 0.00 88 3B 12.0 0.19 0.75 0.743 0.93 0.00 D.93 0.0700 0.0200 2.0 0.0833 4.1850 4.50 0.92 3.St92 0.1466 D.t549 10.12 1.19 1.00 0.93 0:00 10 9B 70.0 O111 0]5 O.D83 0.54 0.00 0.54 0.7200 0.0200 2.0 0.0833 4.ifi50 3.31 0.98 3:5192 0.14fi6 O.t837 9.15 1.09 1.00 0.54 0.00 70B 3B t6.0 0.30 0.75. 0225 1.46 0.00 1.46 0.1200 0.0200 2.0 D,0833 4.1650 4.BS 0.89 3.5192 0.1466 0.7505 14.67 1.09 7.00 1.46 0.00 12 3B 8.0 0.05 0.90 0.045 0.29 0.00 029 O.t200 O.o200 2.0 0.0833 4.1650 2.fi4 0.99 3.5192 0.14fi6 O.tfi52 7;08 1.13 1.00 0.29 0:00 14 3B 10.0 0.22 0.75 0.185 1.07 0.00 1:07 0.0300 0.0200 2.0 0.0833 4.1650 5.57 0.85 3.5192 0.id8fi O.t446 8.70 1.15 1.00 1.07 0.00 168 36 9.0 0.14 075 D.t05 0.68 0.00 0.68 0.0300 OA200 2.0 0.0833 4.1650 4.70 0.90 3.5192 0.1466 0.9520 8.99 1.15 1.00 O.fiB 0.00 18 3B 12.0 0.18 075 0.735 0.88 0.00 0.88 0.1200 0.0200 2.0 OA833 4.1650 3.98 0.95 3.5992 0.1486 0.1593 11.d4 1.05 1.09 0.88 O.DO 20 3B t0.0 0.09 075 0.088 0.44 0.00 0:44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5t92 0.1486 O.t652 8.77 1.20 1.00 0.44 0.00 22 3B 8.0 0.07 075 0.053 0.34 0.00 0.34 O.i200 0:0200 2.0 0.0833 4.ifi50 2.80 0.99 3.5192 0.1486 O.t852 7.G7 1.06 1.00 0.34 0.00 24 36 4.0 0.05 0.90 0.095 0.29 0.00 0.29 0.0109 0.0200 2.0 0,0833 4.1fi50 4.14 0.93 3.5192 0.1466 0.7564 3.55 1.13 1,00 0.29 0.00 2fi 3B 6.0 0.12 075 0090 0:59 0.00 0:59 0.0108 0.02D0 2.0 0.0883 4.1650 5.37 0.86 3.St92 0.14fis O.t461 4.95 1.21 1.00 0.59 0.00 30 3B t2.0 0.16 0.65 0.104 0.68 0.00 O68 0.7200 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 O11622 t0.t4 1.18 1.00 0.68 0.00. 30B 3B 72.0 0.18 0.75 0.135 0:88 0.00 0.88 0.1200 0.0206 2.0 0,0833 4.1650 3.98 0.95 3:Si92 0.14fi6 0.1599 11.44 1.05 1,D0 0.88 0.00 32 38 t0.0 0.14 0.85 0.091 0.59 0.00 0.59 0.0820 0.020D 2.0 0.0633 4.1650 3169 0.98 35192 0.1468 O.t608 8.60 1.16 1.00 0.59 0:00 32B 3B 10.0 0.16 0.75 0, 120 0.78 0.00 0.78 O.D820 0.02D0 2.0 0.0833 4.ifi50 4.09 0.94 3.5192 0.1466 0.1578 9.77 1.02 1.00 0.78 0.00 36 3B 8.0 0.10 0.75 0.075 0.49 0.00 -0.49 0.0411 0.0200 2.0 0.0833 4.1fi50 3.91 0.95 3.5192 0.1466 O.t593 8.48 7.23 1.00 0.49 0.06 38 3B 6.0 0.09 0.75 0068 0.44 0.00 0.44 0.0282 D.0200 2:0 0.0833 4.1650 4.03 0.95 3.St92 0.14fi6 O.t593 5.54 1.08 1.00 0.44 0.00 40 38 8.0 0.14 0.00 D.t12 073 0.00 0.73 0D222 0.0200 2.0 00833 4.1650 5.10 0.88 35192 0.14fi6 0.1490 6.fi4 121 1.00 0.73 0.00 42 3B 8.0 0.15 0.80 0.120 0.78 0.00 0.78 OD184 0.0200 2.0 D.D633 4.1650 642 0.86 3.5192 0.14fi6 O.t461 8.51 1.22 1.00 0.78 0.00 46 3B 4.0 0.06 0.75 0.045 0:29 0.00 o.zs. O.D10 a 0.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.148 s O.i5fi4 3.55 1.13 1,00 0.29 0:00 48 3B 8.0 0:15 0.65 O.D98 0.63 O.OD 0.63 0.0109 0:0200 2.0 0.0833 4.ifi50 5.53 0.85 3.5192 0.1466 O.t446 SdS 1.17 L00 O.fi3 0.00 50 3B 8.0 0.18 0.75 0.735 0.88 0.00 D:88 0,0300 0.0200 2.0 0,0833 4.1650 5.17 0.88 3.5192 0.1466 0.7490 7.85 1.02 100 0.88 0.00 52 3B 12.0 024 0]5 O.t80 1.17 0.00 7.17 0.0500 0.0200 2.0 0.0833 4.1650 5.23 0.87 3.5192 0.14fi6 O.t476 10:39 1.15 t00 1.17 0.00 54 3B 16.0 0.52 0.65 0338 2:20 0.00 2.20 0.0500 0.0200 2.0 0.0833 41650 fi:82 0.71 3.5192 0.146fi 0.1329 t4.d2 1.11 1.00 2.20 0.00 58 36 8.0 0.11 0.75 0.088 0.54 0.00 0.54 0.0473 0.0200 2.0 0.0833 41fi50 3.94 0.95 3.5192 0.1466 O.t593 7.04 1.14 1.00 0.54 0.00 60 3B 10.0 0.10 0.75 OA75 P.49 O.Oo 0.49 O.t200 0.0200 2.a 0.0833 4.1650 3.20 0.99 3.5192 D.7486 OA652 B .l5 1.14 1.00 049 0.00 62 3B 10.0 0.13 0.75 0.098 063 0.00 963 0.1200 o.02oc 2.0 0.0833 4.ifi50 3.53 0.97 3.5t92 0.14fi6 O.t622 9.87 1.01 1.00 0.63 0.00 88 3B 10.0 0.11 075 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.31 098 3:5192 0.14fi6 0.1637 9.15 1.09 1A0 0.54 0.00 88 3B d.0 0:02 090 0.018 0.12 0.00 0.12 00300 0.020a 2.0 0,0833 4.1650 243 099 3.St82 0.1466 0.1652 3d7 1.26 1.00 0.12 0.00 80 3B 6.0 0.12 075 0090 0:59 0.00 0.59 00200 0.0200 2.0 0.0833 4.1650 4.79 090 3.5192 0.14fi6 0.1520 5.80 1.03 1.00 0.59 0.00 82 3B 6.0 0.14 0.65 0.091 0.59 0.00 O159 0.0200 0.0200 2.0 0.0833 4.1650 4.81 0.90 3.5192 0.1468 0.1520 5.83 1.03 1.00 0.59 0.00 84 3B 8.0 0.14 D.65 0.091 0.59 0.00 0.59 0.0596 D.0200 2.0 0.0833 4.1650 3.92 0.97 3:5192 0.1486 0.7622 7.77 1.03 1,00 0.59 0.00 90 38 t2.0 0.20 0.65 0.130 0.85 0.00 0.85 0.0991 0.0200 2.0 0.0833 4.1fi50 4.07 0.95 35192 0.1468 O.t593 t0.63 1.13 1.00 0.85 0:00 92 3B 10.0 0.11 0.65 0.072 0.46 0.00 0.48 O.D9B1 0.0200 2.0 0.0833 4.1650 3.25 0.98 3.5192 0.14fi6 O.t637 8.14 1.23 1.00 0.4fi 0.00 94 38 8.0 0.12 0.65 0,078 0.51 0.00 D:51 0.0643 0.0200 2.0 0,0633 4.1650 3:65 0.97 3.5192 0.1466 0.1622 7.65 7.07 1.00 0.51 0.00 96 3B 12.0 0:45 050 0.225 1:46 0.00 t.46 0.0460 D.0200 2:0 0.0833 4.1650 5.78 0.84 3.St92 0.1486 OA432 17.34 1.08 1.00 1.4fi 0.00 98 3B 1 2.0 0.36 0.60 0.228 1.48 0.00 148 0.0392 0.0200 20 0.0833 4.1650 5.98 0.78 3.5192 0.1466 Ot344 tt. 29 1.06 1.00 7.48 0.00 104 3B E.0 0.19 0.70 O.t33 0.86 0.00 0.86 ODt89 0.0200 20 0.0833 4.1650 5.60 0.85 3:5192 0.1466 O.t446 8.92 1.16 1.00 0.86 0.00 it4 3B t8.0 1.D3 0.50' 0515 3.35 0.00 3.35 O.D215 0.0200 20 0.0833 4.1650 9.09 0.62 3.St92 0.1486 0.1109 1d;89 1.07 1.00 3:35 0,00 INLETS IN SUMP, DESIGN (CURB SPREAD INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings CoetflcieM, n is 0.013 Inlet Hydrology Curb and Gutter Inlet x m N q v � m w _ �' �, v � 1'P^' v � n 5 'o c 4 w Z. � � 3 S' m a E � � I- B m � � A 0 Q y` � m g m 5 `' € y � m x d > J Q U U O O O Ul. (xq � N N 1- v 9 F 2% left 0128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.98 Z"" .Ni.75 0.16 0.75 0.120 0-08 0,00 p.48 00010 0:0200 20 0:0200 1.0000 ].ep 2 3C 10.0 conbined f4w 1.0 0.70 0.218 6.00 lent o.Ds o:]s D.o3e D.15 0.00 Dns D.tlo10 0020o z.o 0:ozoD 1.oaoo s.o4 rlghl 005 0]5 0.038 0.15 0.00 0.15 0.0010 0.a200 2.0 0.0200 1.0000 5.04 6 3C B.0 eonbined fbw o.3 0.06 0.124 2.H5 left D.D4 0.65 0.026 0.10 0,00 010 0.0010 0.0200 2.0 O.p833 4.1850 4.39 rght 0.03 o.fi5 0.020 0.08 0.00 O.oB 0.0010 0.0200 2.0 0.0833 4.1fi50 3.95 76 3C 6.0 conbiried flow D.2 0.04 0.089 2.04 left 0.06 a.65 0039 0.16 O.aO 0.16 0.001a 0.0200 2.a o.ozoo 1.0000 5.12 rghl O.o6 0.65 0.039 0_i6 0.00 0.16 0.0010 00200 2.0 a.ozoo 1.0000 5.12 28 3C 6.0 conbbed fbw 0.3 0.06 0.128 2.92 left 0.06 0.65 0.039 0.18 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.72 rght 0.0] 0.65 0.04fi 0.18 O.oO 0.18 0.0010 0,0200 2.0 0,0200 1.0000 5.42 58 3C 6.0 combined flow 0:3 D.O6 0.135. 3.08 left a.09 0.65 0.059 0.23 O.aO 023 00010 0.0200 2.0 0.0200 1.0000 5.96 right 0.09 0.85 0.059 0.23 0.00 0:23 0.0010 0.0200 2.0 a.o2oo 1.0000 5.96 56B 3C 8.0 cortbined flow 0.5 0.07 0.14] 3.38 ten o.De ozs o.o6e 0.z7 o.OD D.z7 D.D010 ao2oo zo. D.Ozoo 1.DDoa 6.z9 runt o.1z o.75 aoso o.as o.0o o.as o.uoio a:o2oo 2.o O.o2oo topo9 zoo ]0 3C 8.0 conbined now O6 0.08 0.i8D 6.12 left 0.04 0]5 d.030 0.12 0.00 0.12 0.0010 0.0200 2A 0.0200 1.d000 4.64 right 0.06 0.75 0.045 0.18 0,00 0.18 00010 0:0200 2.0 0.0200 1.0000 S.aO 76 3G 8.0 canbined flaw 0.3 0.06 DA24 2.85 lee 0.76 O65 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1:0000 7.72 right 0.18 a.85 0.117 04] O.aO 04] 0.0010 0.a200. 2.a 0.0200 1.0000 ]]2 102 3C 10.0 corrbinetl fbw 0.9 010 0.210 6.H2 SHEET TITLE: DATE O9.OS.ZOZO SHEET NUMBER: SPRING HILL VILLAGE Jessica Primm COMMUNITY PARK PLAYGROUND SCALE: 1"=20'A" ALBEMARLE COUNTY, VIRGINIA s.n Psc.et >.�»Irrc* EQUIPMENT CONCEPTUAL PLAN Po Ea.. qu. Cherlcum+ilia. VA law �}me8aag2o jcamo�jnz¢epnmmdemgn.mm www.Jaaalcepdmmdasign.com TH O�II O SCOTT R. LINS' U Lic, No. 035791 a 16 09/11/20 t�SI ONAL I w z w z f J O it. Bench yp° o II o ings- 2 bays Gate Playgroup t' Concrete walk •" z z X I :I\ \ I� /II\ ! Fence w r o o F 3 X In x 30'x30' e, Typ.� o 0 0 L Picnic T bl Swings- 2 bays Half.CourE + o < _ z w Gate o of u m m m 0- Steps < - rA w cn a a 3 Ln J J Concrete walk J LU LU 1 _ z J C Y- e., o z o in z Gas grills / W `� _ `s LLII w w o i 24' Pavilion Ln o z z 0 6500 SF O O a Open Field Gas fire pit with seat wall — w 5 a - = of r D C � n O U L — — — — — — — — — — — — — — — — — — — — — — — m C • U • • • Cn O O O a - •• • •�, s. LU � �111/�� 11!/�� 111/�� 111/�� \111/� � �• .• • °� .• � � M � �, E L9 0 U C Z� > N a M o L 3 N N N 0 a z a Q ` 1 � N J C) PS3-31723 $18,766 N J N w Age Group: 2-12 Years U o Capacity: 25 Q c Structure Sim: 25' x 10' Use Zone: 3T x72' Fall Height 4' > ~� Q o Est. Timber Count: 30 U) m ADA: Yes W �( wbllt b s^ post?$222 , J J `ti+ Pb5-31723 $22,221 o V 1 `a z wa �' c W1--1 I-- o LU 3 �rs.uew tia. O C LU Q E' S) Q 3 V a emB Clove, uim6er aw6er swneel �'`Pa el ' - = Q Q a rranozier rs' 4x as ''',,,�� ,� srauo" rnme pal it J L� N uwan Suee �' I n/ Panel - L.L 90=Curn gall sl,de rIlm�r Y J Q o 1--I a SUPERIOR RECREATIONAL PRODUCTS 2-12 YEAR OLD PLAY STRUCTURE � > 7 E J o a U) a J_ Z w� REQUIREMENTS BASED ON 100 UNITS: 2TOT LOTS WITH- 8 SWINGS, 2 w Q w SLIDES 4 CLIMBERS, 2 WHIRLS, 4 BENCHES, I HALF COURT FOR LLJ z BASKETBALL L.I z w PROPOSED: 8 SWINGS(4 REGULAR, 4 BUCKET), INCLUSIVE ORBIT, I HALF U z COURT BASKETBALL, OPEN RECREATION FIELD, 3 BENCHES, 2 PICNIC ti U) z Uj o ' TABLES, PLAYSTRUCTURE WITH 2 SLIDES, 4 CLIMBERS 1--I o L1J y y� o LL a /I� N 5 Inclusive Orbit $10,336 U C) m Model: PLD0010XX Use Zone: 20' x 20' O y 1�£ Ages: 5-12 Designed for Wheelchair Access o SUPERIOR RECREATIONAL PRODUCTS SINGLE POST SWING FRAME-(2) 2 BAY SUPERIOR RECREATIONAL PRODUCTS INCLUSIVE ORBIT 3, SWING FRAMES- 8 SWINGS WITH 2 SETS OF BELT SEATS AND 2 SETS OF BUCKET (ACCOMODATES 3-6 CHILDREN) o SEATS LU w w of a U JOB NO. y 182157 SCALE 0 N/A m SHEET NO.. m �5 m m QTY. REM MANUFACTURER OROERA PATTERN SPACRIG FINISH CO1011 AOlTRE55 COIRACT Est Prke MaxPlayFR, LLC Single Past Swing Frame I15d Eyrie Vbw Or PatMWamaro 2 2ba Su rior Retteatbrw Products TFR0613%% 38a L d,bu 'VA 34503 a36 fi6e.8633 54 4.00 MaxPlayFh. LLC Swing Seat- 1250 Eyrie View Dr art MWamaro 2 Set ofi belt Seats Superior Retteatbnal Products 90016108X% 8°GaMnlxed chain L bur VA 24503 eb1664�8613 56.00 MexPIayFR. LLC Swing Saab liSa Eyfle Vkw Or PM MWamaro 2 Set oti Wll bucket Seats $u rior Receational Products 90016130%X Gahnnuetl chain L chbu VA 24503 43/fi64e6]3 $]30.00 MaxPleyrrt, LLc liSa Eyde View Or PatMWamaro 1 OrbRs nner-Indushe superior Retteatbnal Products PL00010%% L d,bu VA I4503 664�8633 30336A0 MMPIayFR, LLC 125d Eyrie Vkw Pr PatMWamaro 1 PW ound Su rior Recreational Produce PS3dll23 L Wbu VA 24508 931664.8622 18 ]66.0E MaxPiryFk. LLC Mukh or 1264 Eyrie Vkw Or PatMWdmdn 1985 CU FT En Ineeretl woad Rtler Superior Receational Products 6" de L chbu VA 24503 /34 664�8622 3 Bench z Picnk table 306 LF Alumnum FeMe 2 3' Aluminum Gate SPRING HILL VILLAGE SHEET TITLE: DATEO9.OH.ZOZO SHEET NUMBER: Jessica �rimm PLAYGROUND ALBEMARLE COUNTY, VIRGINIA EQUIPMENT REQUIREMENTS �1 i dOo = fl ✓� i, �-�� ii'°�.►��}a�`-mil' :o-� .err • • • 1 �. _' �.g.•�iv q1.p •, /IL�'��j c.'uAl it *� • � , , �t�Y��r� . • I .; y''f ;+".I • ■ L■��I ��vv i f ate. �• w 1 b Milli ��77aaS�```4 • " li11H ■L.i_iW CvVA ism M-Tw PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel n' * Hedge Maple- 2.5" cal. 2.5" cal. 11 -'Evelyn' 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 stricta Tussock Sedge plug 50/flat 3 Celtis occidentalis Hackber 2.5" cal. 10 Chionanthus vir inic& Fringe Tree 6-T ht. 31 Cladrastis kentukea American Yellowwood- 2.5" cal. 2.5" cal. 19 Cornus 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 Ilex'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 [tea vir inica'Hen 's Garnet' 'Henry's Garnet' Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Juni erus virginiana Eastern Redcedar 4-5' 98 Juni erus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia grandiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 15 Magnolia grandiflora'Little Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellate 'Royal Star Star Magnolia 6-T ht. 10 -'Royal 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' 'Bloodgood' 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 Iechase' '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 ido h Iloides'Alle han ' 'Alle han ' Viburnum 3 gal. * CLADRASTIS KENTUKEA AND ACER CAMPESTRE'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 40' MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY, URBAN TOLERANCE, SUBSTANTIAL AND BROAD CANOPY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: NOTES: I. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. REFERENCE VSMP STORMWATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer ca mpestre 'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 1 572 1716 10 Chionanthus virginicus Fringe Tree 6-T ht. 125 1250 31 Cladrastis kentukea American Yellowwood 2.5" cal. 289 8959 19 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 2356 21 Hamamelis virginiana Witch Hazel 6-7' ht. 113 2373 31 Ilex'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 20 Juniperus virginiana Eastern Redcedar 4-5' 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambarstyraciflua'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' ht. 82 1230 5 Magnolia stellata 'Royal Star' Royal Star' Magnolia 6-7' ht. 49 245 10 Malus x 'Prairifire' 'Prairifire' Crabapple 6-7' ht. 129 1290 9 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-7' ht. 77 462 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 382 1146 54 Quercus phellos Willow Oak 2.5" cal. 419 22626 10 Quercus shumardii Shumard Oak 3.5" cal. 419 4190 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 329 987 52 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-5' 10 520 71 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 5351 3745 TOTAL CANOPY 89123 n V a xya 01 IQ WAN_1 l lml W_ll I IQ 12163 Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: 1 large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS: Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include • 1 swings - 4 seats •1 slides •2 climbers •1 whirls or buckabouts •2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of • 1 swing - 4 seats •2 slides •4 climbers •1 inclusive orbit- ADA accessible whirl accomodating several childen •3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres AO Total passive recreation = 74,900 sf or 1.7 acres v 0 U N Q b0 N VN O E 0 waE � V > U E a o.� E o U_ a ��a s � u • U U N N (j) Qu a 0 3 o �J O aco m W Z U (D J 6.L J - J Z J Z) = U v LU Z J � L u 'CL V / m J Q EpLTHOFt ��J Z JESSICA S. PRIMM y Ccrt. No. 0406001256 � aF�/1 Fr/2a2a � i S � APE ARC�8141 SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 11.13.2019 Counry/ARB Submittal 2 12.23.2019 Coun /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. Date Description 1 06.22.2020 County/ARB Submittal 1 08.18.2020 Counry/ARB Submittal I I SCALE: 1 "=50'-0" SHEET NUMBER: L500 E 0 U N Q b0 N N o 0 wa�� .N V U N > U u Q o.� E o Q �na L V u •'^ U U N N cn v / N � Qua O 3 JC2 o ON a °o m M Q LU Z V J > J J Z J = O U v LU Z J CL W V) m J Q ■* XLTH0;6w Gf O 2 U JESSICA S. PRIMM D Ccrt. No. 0406001256 �0� APE Ay- i8 SHEET TITLE: SITE PLANTING Alo PLAN: GREENWAY PARK & GREENWAY -- ENTRANCE PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 11.13.2019 County/ARB Submittal 2 12232019 Coun /ARB Submittal 3 05.29.2020 County/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22-2020 County/ARB Submittal 1 08.18.2020 County/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: (A L502 3-'DD Blanchard' Southern Magnolia 5-'Appalachian Spring' Dogwood I -Fringe Tree 3-Oakland Holly / 3-'Little Gem' Magnoli -3-River ` 5-'Emerald Sentinel' Eastern Redcedar / 5-Oakland Holly i to 1 % 4-'October Glory' Red Maple- 3.5" cal. I \ 10-Winter Jasmine I -Fringe Tree // to \\ / 3-1ittle Gem' Magnolia [-'Appalachian Spring' Dogwood/ o I \ ' �5-Oakland Holl I I I i 3-Fringe Tree 10-Winter Jasmineo no I I ®°°° 3-'Little Gem' Magnolia ,,, � o, ° no � de I I •� � � 3-River Birch- 3.5" cal. / /5-Oakland Holly � ,f I I 2-'Appalachian Spring' Dogwoodo _ — f 45000 `� I I f. 10-Winter Jasmine /// � -°� s°°° � ° � _ — � I — / 29-Winter Jasmine / I -- --- x 13-'Steeplechase'Arborvitae-,- I 3-Tittle Gem' Magnolia �— 1 �� > / j o o0oo / I -'Appalachian Spring' Dogwood I IIle — -- - — — — --- �. LOT 5-Oakland Holly ' °m� ° °° ' �� -- ---- LOT LOT !I LOT ;I 29 li .% " ° °° \ \ / 3-Witch Hazel LOT II 31 30 I / I-'Bloodgood' London Plane Tree r. 3-'Little Gem' Magnolia / /S-WitchHazel� 33 1 32 1 I LOT Birch- 3.5" ONEI�v IP 8-'Mary Nell' Holly O E 0 U N Q P'�bo N VN O E O w > _ — .N V \DE > U N N.0 � a o.� E o U_ a s � u ^ U U U N N (j) o 3 z a o a N 3 m a 3 ON a °o co Q Uj V J > J � J = O U v LU Z J oC CL W V) m J Q N LT li OF aU 2 JESSICA S. PRIMM Y Cert. No. 0406001256 ' � oFl/ZFl/2o20 .� v SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 County/ARB Submittal 2 12.23.2019 Coun /ARB Submittal 3 0529.2020 County/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22-2020 County/ARB Submittal 1 08.18.2020 County/ARB Submittal SCALE: 1 "=20'-0" SHEET NUMBER: L503