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HomeMy WebLinkAboutSDP201900068 Plan - Revision Final Site Plan and Comps. 2020-10-28GENERAL NOTES OWNER: STANLEY MAR77N COMPANIES LLC 11710 PLAZA AMERICA DRIVE, SUITE 1100 RESTON, VA 20190 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESOLLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESOLLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSVILLE ROAD CHARLOTTESWLLE, VA 22903 TOTAL AREA: 13.00 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 & ZMA2020-00006 WI7H ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY). CODE OF DEVELOPMENT - LAST REVISION DATE. NOVEMBER 8, 2016. VARIATION #2 TO THE CODE OF DEVELOPMENT AND APPLICATION PLAN WAS APPROVED ON MAY 20, 2020. ZMA2020-6 WAS APPROVED ON SEPTEMBER 16, 2020. PROPOSED USE- RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (IN AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY: ALLOWABLE DENSITY PER ZMA APPLICATON PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS. 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDEN7AL GROSS FLOOR AREA = 60,000 SF OPEN SPA CE.• PARKS.' MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.27.) PARKS AND AC77VE/PASSIVE RECREATIONAL AREAS PROVIDED: OPEN SPACE A (BUFFER): 0.06 ACRES OPEN SPACE B (BUFFER): 0.09 ACRES OPEN SPACE C (BUFFER/POCKET PARK #4): 0.54 ACRES OPEN SPACE D (POCKET PARK #3): 0.183 ACRES OPEN SPACE E (BUFFER): 0.02 ACRES OPEN SPACE F (POCKET PARK #1): 0.63 ACRES OPEN SPACE G (BUFFER): 0.10 ACRES OPEN SPACE H (POCKET PARK #2): 0.83 ACRES OPEN SPACE I (BUFFER): 0.21 ACRES OPEN SPACE ✓ (COMMUNITY PARK): 1.00 ACRES TOTAL PARK AREA PROVIDED: 3.663 ACRES (28.29 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIARON. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING RESIDENTIAL HEIGHTS( MAX.): BLOCK A: MAXIMUM HEIGHT 50 FEET 1-4 STORIES BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E. MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) PROPOSED TOWNHOUSE BUILDING HEIGHT= 40' MAXIMUM PROPOSED VILLA BUILDING HEIGHT 29'-5.8" MAXIMUM SETBACKS: RESIDENTIAL: FRONT 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE. • 5' SETBACK (MIN. 10' BUILDING SEPARA77ON) & 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 DISTRICL• 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. INFORMAT70N HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2020. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS LIGHTING. NO STREET LIGH77NG IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-S7REET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-S777EET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING. THIS PROPERTY SHALL BE DEVELOPED IN 2 PHASES. ALL RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN PHASE 1, AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN PHASE 2. BUILDING SITES PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECT70N 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE 107H THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOOOPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003CO407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECT70N 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICA7ON PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITI0NAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. SPRING HILL VILLAGE FINAL SITE PLAN SDP2019mOOO68 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA ) 1 r --- - -- - --- --------------- BUFFER AREAEI ♦y. ",\ "� = "OPENN SPACE \ I I °T / , 1 i IDT Lor Lor wr '- i I IRK" � a1 q° as � � i Ell AMENITY,SPACE " i E �- - 1 j 6seAPEo � � `_ � - •. 0.183 ACRES) ni / ` - POCKET PARK d3�tFFERAREA <a I� �� _ AMENITY SPACE mT T 4 I� r.._ < OPEN SPACE i I t°r ,I 'V mr T _ (0.09 ACRES) ,5 BLOCK ACRES ��� --� �_ •I� qy� ae-� 0.I1 AGAR POCKET PAflrc a2 BL AcK � / I A` M� SPACE l � /, / _ _.- - ° E i .114 OPEN SPACE H 1` ' Lbr r Oi5 I I LOr (B.es ACRES) ----- = L mr I wr 82L- ,\ I�1�jIII' I L°r LOT LOT I y' BLOCK D� ez \ 4 ACRES -16 R � ✓'�.L g: TO --_- _- _-_- _---1. ..% II I Ir Lor �Ij - i e L I OP NSPACEN E Lm r (LNO ACRES) 5 / .-_ _- I� I COMMONIYPARK I I = tm AMENITY SPACE 3r r r2 , /I „ r OPEN SPACE II ACRES OPEN SPACEG (0.02 ACRES I _ J - -- - -- - --J ---- Y----�'----------- J�B-OCK '�J - tt L I I I II ri ' I' LMm wr mr Iamr Lm mgvr 1E I oLOT °i 13j ACf�E vs LLa° BLOCK A F OPENS 0.56 ACRES (0:06 ACRES) _ 1, • I j/ OPEN SPACE F i 10.63 ACRES) r_ - POCKET PARK pl _- _____ _I -__-__-__-__-__-__-__-__-__ ) AMENITY SPACY - -- ---------- - - a OS: RT SCiSVILLEROAD � �__-'------_ ----------- - -- - - \ -- 1 I STORMWATER MANAGEMENTAN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWATER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. RECREA77ON AREA: SEE OPEN SPACE INFORMATION ABOVE IMPERVIOUS AREAS: ROADS 2.03 ac. SIDEWALKS 0.86 cc. BUILDINGS 2.66 oc. DRIVEWAYS 0.75 cc. TOTAL 6.30 AC (501- IMPERVIOUS AREA) PROPOSED USES: LOTS: 5.40 oc.-41.5% ROADS (RIW): 3.95 oc.-30.31' OPEN SPACE: 3.67 cc.-28.2% OFFS17E EASEMENT. OFFS17E EASEMENTS ARE REQUIRED FOR SANITARY SEWER CONNECTION AND ROADWAY CONSTRUCTION. SEE EXIS77NG CONDITIONS SHEET FOR EXISTING EASEMENT INFORMATION. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS HAVE BEEN IDENTIFIED w/ THIS FINAL SITE PLAN. NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY. AN ASTERISK (') NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT, THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. ANY CHANGES TO THESE LOCATIONS SHALL BE ACCOMPANIED WITH A LETTER OF REVISION TO ALBEMARLE COUNTY. �R, 70) PROJECT SITE VICINITY MAP SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER 1A PROFFERS 2 EXISTING CONDITIONS 3 OVERALL SITE PLAN LAYOUT 4 SITE PLAN 5 SITE PLAN 6 UTILITY PLAN 7 UTILITY PLAN 8 GRADING & DRAINAGE PLAN 9 GRADING & DRAINAGE PLAN 10 NOTES & DETAILS 11 NOTES & DETAILS 12 DRAINAGE MAP 13 DRAINAGE CALCULATIONS 14 DRAINAGE CALCULATIONS 15 RECREATION AREA AMENITIES & DETAILS L5.0 SITE PLANTING KEY PLAN L5.1 SITE PLANTING PLAN: COMMUNITY PARK AND LINEAR PARK L5.2 SITE PLANTING PLAN: GREENWAY PARK & GRENWAY ENTRANCE PARK L5.3 SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK 20 TOTAL NUMBER OF SHEETS LEGEND ROADS EXIS77NG CULVERT EARTH DITCH 0 0 CULVERT DRIVEWAY CULVERT Q DROP INLET &STRUCTURE NO. � BENCH MARK CURB CLEARING LIMITS 0 CURB & GUTTER - - - - - 0 PROPOSED PAVEMENT €i EC-3A DITCH �0u EXIS77NG CONTOUR DEPTH OF EC-3A DITCH PROPOSED CONTOUR 200 240.55 VDOT STANDARD STOP SIGN EC-2 DITCH PROPOSED SPOT ELEVA 7/ON DEPTH OF EC-2 DITCH APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. ICOTT/R. 'C�ILLINS', Lie. No. 035791 r�_ 10/27/20 `4J VJ Z o a I ( ¢( , O w Z v�i J z o G `H W I Z E / LU li N N N N N N O N M ID M CD CD .-I M 0 O1 OT M CD CDCDO CD CD M_ W N O N W \N J Ul U) z LULU U) w 2 NO O G ru w EL IV) JOB NO. 182157 1 �TH of-, SCOTT R. LINS� U Lic. No. 035791,n ... ... II ° 10/27/20 �4 ONAL These proffers are part of the requested rezoning and the Owner may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and acknowledges that the conditions are reasonable. shall apply for a period of ten (10) years following the date the provide the name, address and telephone number of the potential PROFFER STATEMENT j certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1 C have 1.Affordable Housing. (The Affordable Housing Units will be provided in Affordable Housing Unit, or until the units are sold as low or moderate been satisfied. ZMA No. 2013-00017, Spring Hill Village the form of for sale or rental units). The communitycould have as few as 80 cost units qualifying as such under either the Virginia Housing units and as many as 100 dwelling units. The Owner shall provide 15% of Development Authority, Farmers Home Administration, or Housing � Cash Proffers for Residential Units. Beginning with the thirteenth o, ,n Tax Map: TMP 09000 00 00 02800 the dwelling units constructed as "Affordable Housing Units" within the and Urban Development, Section 8, whichever comes first (the residential unit for which a building permit is obtained, the Owner w w Owner Of Record: Spring Hill Village Holdings, LLC Project in the form of 2 or 3 story townhouses. "Affordable Term"). The Owner of each Affordable Housing Unit shall contribute cash for each new residential unit that is not classified 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 ? 0 0 Date Of Proffer: September 29, 2014 1 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 U V I— a � W } } Residential R 1 to NEIGHORHOOD j as the following: Affordable Housing, in general terms means safe, decent the affordable units. County's public facilities and infrastructure, i.e. schools, public safety, be z U z U ? w 0 0 12.99 Acres to be rezoned from i housing where housing costs do not exceed 30% of the gross household libraries, parks and transportation. The cash contribution shall � a MODEL DISTRICT (NMD) income. Housing costs for homeowners shall include principal, interest, real (B.) For Sale. All purchasers of for -sale Affordable Twenty Thousand Four Hundred Sixty and 57/100 dollars 0 a w w w Z z I estate taxes, and homeowner's insurance (PITI). Housing costs for tenants Housing Units shall be approved by the Albemarle County Office of ($20,460.57) cash for each new single-family detached dwelling unit. O a M M g w W Project Address 1776 Scottsville Road shall be tenant paid rent and tenant -paid utilities with maximum allowances Housing or its designee. The Owner shall provide the County or its The cash contribution shall be Thirteen Thousand Nine Hundred 1�1U Co m m W w j Vito Cetta for to be those adopted by the Housing Office for the Housing designee 180 days to identify and pre -qualify an eligible purchaser for Thirteen and 18/100 dollars ($13,913.18) cash for each single family W a a Q Q Contact Person 1730 Owensfield Drive utilities Choice Voucher Program. the Affordable Housing Units. The 180 — day period shall commence attached or townhouse dwelling unit. The cash contribution shall be j Q W W a g g 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 0 > 0 > - w Z w w 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. / LU W WW�WWW W ~ U) household incomes at or below 80% of the area median income. For 2003, anticipated receipt of the certification of occupancy. If the County or Ln Ln W 0 w 0 the maximum affordable home for purchase (80% median income) would its designee does not provide a qualified purchaser during this period, Beginning January 1, 2015, the amount of the cash contribution z W o 0 Magisterial District: Scottsville be $172,000 and maximum housing costs (rent and utilities) for tenants the Owner shall have the right to sell the units without any restriction If these are sold, this required by this proffer shall be adjusted annually until paid, to reflect R o 0 0 would be $787 (50%median income). on sales price or income of purchaser. units proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the > ; W Lo ,n Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve Each Affordable Housing Unit shall be located on a single lot. The Owner price for Affordable Housing Units (65% of VHDA's Maximum Sales Price for First-time Homebuyers). The calculation currently put the Marshall and Swift Building Cost Index ("MSI"). In no event shall any cash contribution amount be adjusted to a sum less than the amount as the owner's representative of Spring Hill Village Holdings, LLC which is shall have offered for rent or sale as provided herein each Affordable The Owner shall convey the responsibility maximum sale price for Affordable Housing Units at $211,250. initially established this proffer. The annual adjustment shall be the owner of Tax Map and Parcel number TMP 09000 00 00 02800. TMP Housing Unit within the project. of constructing the Affordable Housing Units to the subsequent owners of made multiplying the proffered cash contribution amount for the shall be the MSI 09000-00-00-02800 is the subject of rezoning application ZMA No. 2013- "Owner" lots designated affordable on the site plans or plats. (C). Conveyance of Interest. All deeds conveying any preceding year by a fraction, the numerator of which in as of December 1 in the preceding calendar year, and the 00017, a project known as Spring Hill Village. The term as interest in the for -rent Affordable Housing Units during the Affordable denominator of which shall be the MSI as of December 1 in the year a" referenced herein shall include within its meaning the owner of record and (A). Rental Rates. The initial net rent for each for -rent Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended. successors in interest. The "Application Plan", refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and terms of this paragraph 1. In addition, all contracts pertaining to a W Code of Development last revised August 28, 2014. applicable maximum net rent rate approved by the County Housing 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 M ID M 0) C. 0 Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the Office. In each subsequent calendar year, each for rent Affordable Housing Unit may be increased up to three thereof, during the Affordable Term shall contain a complete and full plan (hereinafter the "Plan") meeting the requirements of this o Owner hereby voluntarily proffers the conditions listed below which shall be percent (3%). For purpose of this proffer statement, the term "net disclosure of the restrictions and controls established by paragraph t 30 days to the conveyance of any interest in least Y paragraph 3 with the application for each subdivision phase of the . applied to the Property if it is rezoned to the zoning district identified above. tenant -paid utilities. The rent" means that the rent does not include tend p Housing Units 1 A. At thirty prior Y () Y p any for -rent affordable unit during the Affordable Term, the then- n proposed topographic I how existing and Property. .The Ian shall s g p p p Y p features. The Plan shall be approved by the County Engineer prior requirement that the rents for such for -rent Affordable O� ti M M --- O) N I ' LL � z Q to approval of an Erosion and Sediment Control plan. No building that will not be served by a stairway. This area also shall extend ' j accepted into the secondary system of highways or the County RESOLUTION TO APPROVE SPECIAL EXCEPTION CO permit shall be issued for any dwelling On a lot where the County from the entrances to the driveways or walkways connecting Engineer determines that the roadway is safe and convenient for TO VARY THE APPLICATION PLAN AND CODE OF DEVELOPMENT CV Engineer has determined the lot grading in not consistent with the g 9 9 the dwelling to the street. travel. At its sole expense, the Owner shall make the needed APPROVED IN CONJUNCTION WITH ZMA201300017 SPRING HILL VILLAGE N W approved Plan. The plan shall satisfy the following: if Any requirement of this proffer may be waived by submitting a the lot NOW BE RESOLVED that, 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 any are required, to the portion of upon consideration of the prepared the he � 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 and the aupecialnx thereto, including staffs special ft exception relevant supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County , ^ �/ the County Engineer determines are needed to verify that the request containing a valid professional seal from a Professional needed as a result of widening Route 20. Should these improvements code §§ 18-8.5.5.3, 18-33.5, and 18-33.49, the Albemarle county Board of Supervisors hereby L Z 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 DevelopmentJ 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 b the Count Architectural Review p y conjunction with subject to the condition attached equals fifty (50) feet. alternative proposed by the Owner satisfies the purpose of the r Board, since Route 20 in an Entrance Corridor road. hereto. LU z c All proposed grading shall be shown with contour intervals not p p g g requirement to be waved to at least an equivalent degree. , * * � � � 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 � � 0� over lots shall be clearly shown with the proposed grading. All after the date this proffer is approved, any requirement of those that may be found to be in conflict. These proffers shall be binding to the 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct copy of a O ' Lu grading shall be designed to assure that surface proposed g g 9 re regulations that is less restrictive than an requirement of this g y q property, which means the proffers shall be transferred to all future property Resolution drily adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote J L U IL drainage can provide adequate relief from the flooding of proffer shall supersede the corresponding requirement of this successors of the land. of six to zero, as recorded below, at a regular meeting held on May 20, 2020. Z Q (D ILL 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 Development. WITNESS the following signature: Clerk, Board of county ervisors a U Q (lawns) shall not exceed a gradient of three (3) feet of horizontal 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 1_ — shall be vegetated with low maintenance Steeper slopes 9 P le expense, the Owner shall Ian, design, b and and construct At its so p P !(� � Nay Mr. Gallaway Y y W ~ vegetation as determined to be appropriate by the County's the improvements shown on the County approved engineering By: '\�t.b Ms.1.aPisto-Kirtley Y — J ro ram authority in its approval of an erosion and sediment p g y drawings titled Development Concept Plan, sheet 4 dated 10.21.13 g p p Vito Cetta, Manager Ms. Mallek Y _ J 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 W = distance for each one (1) foot of vertical rise or fall, unless the Scottsville Road and Avon Extended. The improvements shall be CITY/86k�fdT� OFU � o � I le t0 wit: Ms. Price Y _ 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 z e) Surface drainage may flow across up to three (3) lots before utility easements as applicable. These improvements shall be The foregoing instrument was acknowledged before me this2-�+I day of � being collected in a storm sewer or directed to a drainage way completed and approved by VDOT and the County prior to the first 2014 by Vito Cetta, Manager of Barracks Heights, LLC, a J H outside of the lots. f) No surface drainage across a residential lot shall have more certificate of occupancy for any structure on the Property. As part of Virginia limited liability company. W � V) than one-half (112) acre of land drainage to it. this process, the dedication to public use shall be completed at the g) All drainage from streets shall be carried across lots in a storm same time. The Owner shall obtain approval of all road plans and Q (D sewer to a point beyond the rear of the building site. bond prior to the issuance of the first building permit or first approved My Commission expire t0 3 t-15 h) The plan shall demonstrate that an area at least ten (10) feet in e subdivision plat, whichever comes first, to ensure that these ry ftZG � CD CD 0 width, or to the lot line if is less than ten (10) feet, from the improvements can be completed in a timely manner. The # I ( Notary Public cV portion of the structure facing the street, has grades no steeper that ten (10) percent adjacent to possible entrances to dwellings improvements shall be deemed to be complete when they are ARGE K. COLLINS NTARY PUBLIC FREGiS0TR'AToN#100901 FVIRGNWEALTH OF VIRGINIAOf4Ml 10 PIRES IS1 - 0 W Q W In JOB NO. 182157 SCALE N/A SHEET NO. iA /AaraxLOCaw`EXI-STING PLAN SHEET (MATCHLINE A) _ �' , , � 1 SCALE 50' �� ---- I ' B.42a P2]9 RWLINE �y,TH �- I - - i' Y 1 l' —Fsm e�o h CO7 My �> I ale ravel i VLC-1 -- 1 / \ -- ----y------------- _ I - Po 3 -$EET lr� _I / 1 °v� POIN CIA, NAILA OF A N 3883'{116.519 �I P\o QA. 57Z c. o. 35791� (h s� � SL OTTNR _ o_I rn \ - o, ELEVA10N 649.10 - - ll ' ✓ _1 - -r // 2-'' M M N - _ -� °p 10/27/204 / / _ L\ - / g. I ,.' - _�rv1AIL8ox .cx _._- .. �;' ._�5�, - 1 _� "O O I, 11 i�/'P �/' ,�,,5� G1 / r - -� -- ---- _�-_-_-�ArZ�6� _v _ -,� 6t -�,e1' rn _i rn AVv ! ,' ONAL % ---- --- _--- --- '----' E� _a. pq / n/ I / / TMP9DH� \ _ 9piozl ton _ \ M - ----I Oqy_/FH _ - \8.424?.-- A 06'15' 9"E 573.3 01 _ _ - I �'` \ %' ' � \�-`�c ii,/ n/ ' +.: "`. V_-I- �^IV I (�`',)- Y� �Q29"� _ ,,\\\\\\\ \ i ��0 / _ �• ',' '' /11,\ \_-_____ TMP 90 35 1 2 _ - - = 7 2 t - - a" - �_•` \ \\ \ ANG HO DINGS LC rn�7 '� VAAVA�VAA D.B.1 26 P.715-odelrvrar _ _e," // rani D_. _ _ fL. d. `i A A 1 11 A'` D.B. 657 _ 234 A T 1 / I v I ,, 1 _ ,A A / oa _ " _ M - A 1I ONFr: LIG T-INDU TRIAL I s. 90H-K' � \\ \\ , \,,�, I /� /r' _ _ se'aoo2°w I r � F _ TM / wvvvwl i , � � " '�� � .�� i' EXISTING n ne e i vovvvv� a �� ir'� old _I CULVERTTO 33� II I P 90H-28 j �` 9 n 1 \ y BE REPLACED wv i TMP 90H 27 { �_� •' i-' __- -'- t9'' - ---- � \ \ \\III 11 \ / I -- -- 1------ i ' _ � \`� \\�\I\.I\\\ \ r. I XIS G I/O II c NOTE EXISTING OVERHEAD LINESTO BE TMP 90H Z .? � \ \ \ \ \ \ \ "o I , � 1F TIN 1 %_ --- _ -- - - RELOCATED UNDERGROUND AND THE TMP 90H D _ _ - - _ ,; \\,\\�j \\\\III\\`� /_-/ R/W LINE / Z , _ --- _ \ -- -- _-�' / �,.�'i%' ' \ ./_ __ - /x_ - iy Ze' ASS CIATEDPOLESWILLBEREMOVED - H-25 -:�,.. \\I11\a'lllill \ I t -AP.ox. Location __-"'L_ / \--_-__- _- °� /- 0 O _ TMP 9D �� 20 Vo, TelpMna -� _ _ - _ _ _-'_ - _ _ el o /-_/r- c i�i' / ' ' ' 1 4� �/ \11IVAVA A\\\V l �I/Ift I " &rat. .8. 4aP.2]9y -_ _L... 9 �I' '--' I_pz° f- TMP90H-24 oyvvv�wvyPvvv�- ) SIl i �. __ —---T;'` vvi O - /---- / _ -I ���-/ \ \\ \\ \ r l w cn ..,EXISTING CULVERT - - /, /'oas- -"' . hire / I_ _ _ - - - _Oj , \ \ \\\\\� \\\\\\� \� r F / i \ a' 1\ \ ray \ - / P° - - \ \\\ \\ w / PLAN SHEET (MATCHLINE B) z ' / \ TO REMAIN --u,.o_-- -- _'- Q i,- -�` `rn �\\��\\\\�\���\\ - 1 raw- ' I I' I I \ ,'I\` \ p L / / \ ' . - " '' _ _ �9 V ` \\ \\\ ` , I \ narkox. LocniloM _ _ \ \\\ ` = Z / \ soAccess EAsc-n+fPr_ - _ - E-50' 1 - V I - _ - \ I _ I \ \ \ 1 O p _I___ `� \\ - 2 2 - - 7 / / I ��\ \♦ `\ \� - - ---- i {i , - TMP z 2 _ \_ SC AL � .. - / - _ TMP 9OH-22 `I I Q w _-' / / /I \ \ �: r TMP 90-350no \ 1 - - - - - -- - - - - - - - - - - - - f , ' ' l , F.. a H I\ \ - _, - -� LU _ INV IN 2'a",PCP / \ \\ ` - °tl BETTY LEE PROPERTIES, LLC .-, N L _ddd - 1\ / ,.lI-- ots---- _.r_- c_/--___,' L-- -- \\ \P\°x� eA- -- °hry --- STS.aJNV OUi / \ a \ _ --- _ r \ \ dg�-- - D.B. 4195 P. 182-- ` / ---ots- _ TMP90H-I �_ ���- s15.4a i ` v`. v �v o pA z z _ _-___ 1 TMP 9OH-21 `v �� , --- - \v v v �'� D.B -976_P 474,477 PLAT O O [ - - -- -- - ` _ - _ - ----- ------ - - - -- D.B. 928P. 237 PLAT t v - _. Phone - "- - ' 1 Pole , l - - - - - --- - - I - -I_ - - 1 _ -- - - p6 "7 - \ - - _ o_ _ j NVi ` _4� - - ZONE:_LIGHT INDUSTRIAL_ , L j f / --- - -- - --- - -- - -- 7— TMP -- ` 90H H_-------- - - '--- , \ _ - -- 1--------- --- EXISTING MANAGED ...11,. \ TO ti oesicrJo ;-_ _ / TMP 90H 20 ' --- __ ------ ----- ,/ SLOPES (TYP.) � `� `� � TOP SDMH hV _scu _ ' I / - TOP 1 -� TMP 90H 19 T - '. _ 1' 1 _ `�\`\\\` ` \\_ _ 1 t 518.31 no�Z i i i i ------ - 1 -D \ ` o-------". V 'A-0 t / a. \ _� (O o I o -I o _ - TMP 90H 17 -ti-------- _ -- _ \- --- O r ,�' i _--- co 2 = cn w I --- T'MP90-18 --__ a PUT- - \ \ 6 I _s 1 - TMP - - -- _ `� I \w L"� , �ENBE�L NG WOOD /r,'f 02 ' � � r _ _--`1� -_ _' /��: `� 1 DB 1727P 674677FL7iT- "I \ \ -D.B. 17-01fr582 r� .� N N N N N N 6T -o°s 1 1 1'� - -- - ors- - - - - _ ' i' ` ` \\ 1 D.B. 1571 P. 245, 246 PLAT ! / -1-_ _ _ - - - - - -- - - F w ao N . 1 Ln rn 1 \ D.B. 288 P. 347 COMM OF VA p � � __� r-1 M t0 01 01 O O _ otis_�_ "--t' 'i /'i ,/: oV' / \ \ .n \ �\ __ D.B. 279 P.493 -PEAT" _- .-1 O O O O .-1 .ti - - ' - - a - - - �' \ O�'6 ,\: - ZONE: RURAL - ' °o° _7- 1 _ i , m - T,� 1 / ' TMP 90H-1 TMP 90-35 1 I i ITd' - " ' �/ / i' , DUANE E. AND ROWENA �ijq�' / - � 1 t / -�. M. SNOW Q s7o - - - `90 - - - 5 i D.6.7o2 P.'79z � - - - - 1 MINTER S7CT. DR A� 'S \ �. __ -''� TMP90H_14 D.B.s57P.z3aPLAT, - -------------- CS7 1 LISAA. - II /'- - - - - _ _ �' \' ZONE: LIGHT INDUSTRIAL - -_ D.B. 1149.P.-133-- _ _ - _ I / \ j' \ ---�a tD_ _ 106 'cD /' - -- -- -- _ ---- ----------- --- ---- ---- I� ' \ D.B.--628 P. 616 PLAT /' '' _ 1 �1' T s O = .C)' / - - - - - ---- -- --- -- - - /5s° i - - - - - -- -- -- -- �� � o I 1 TMR 90H J3 � _ � _ D.B. 554 P. 441 PLAT .i x9 0 2 1 _ ,' - -, - ' ---- " - - - - - _ _ - _ _00 --� ONE: R1 RESIDENTIAL /' _ - B9- Oyj \-�. N ILJI � /'//' / \ /�/ - -- _ - - -- __ ----- -- MP 90H 84 _ / _ _ --- --- _ --- - - - o�� TMP 90H 12 / O) 8 - _ - _ r � I -- 9DH 65 �qo CY) ---- - - � as .' � TMP.90H=1D II — -- - /' / TMP 90-27B' TEA s ,o ' - - N _- _ srFV£Nw.9NDBETTY---TMP90H-66 '- g �MP9Dkl-J �'' -- -- _ ` C. HNSON.'O,y r 6 - / o J D.B/1026 P. 715,S Cn - ' I ' TMP90H 9 _ Uj D.B* 629 P. 616 PLAT - - - — y / Z - - - TMP 90H T01, 9DFrA TO - - _ _ as_ _ ' ONE: RI RESIDENTIAL --- - - Mobile home � _ - -- - - - - - - - - - - - - -- .1 N --- TMP 90H-8 90H-K, & 90#1�1 TO 90H-1D0 '- -' - I _ - - - - ' TMP-9OH-67 \o � / STANLEY MARTIN COMPANIES LLC ,_' -\ '' sx I _-,/'/ ,.. - ----- ----- - -- - �,�EXISTING MOBILE D.B.DB5382, P. 138 - TMP 9OH-7 \ oss ', �- ,-- _ ---- --- ' HOMETOBE \I / x / --- - j , , EXISTING DB 4571'P 421 ,- _ _ _ _ y 2 , , TREELINE (TYP.) 1 —=` ,/ REMOVEDD.E.z x / _ T 205 P 22 PLAT r w / -- - MP90H-75 ,U') I/ v� Iv H W P B 1 P. 35 PLAT F I o / / / TMP 9D-35y J - - - Y ti I 1 \ H.W.P.BA, P 146 PLAT' TMP 9OH-B ' 90W-68 \` 1 \ _ RO AY E LLC - -- 9 ZONE. NMD- - - - D.B.4719P 402 D.B. 4473 P. 48 PLAT EXISTING OVERHEAD , � / 1 IDS440 P. 198 PLAT / TMR90H-74 1 i EXISTING SHEDS POWE REMOVED POLES TMP 90H-5 `, I / / ZONE" ONELIGHT INDUSTRIAL MOVED TO BE REMOVED TO BE TMP 90H-69 -------- I TMP90H4 ' I 'rc-, 9.5'x8.4' 13.8'x15.5` TMP 90Ha3 \I - \ _ / \ Metal Metal TMP 90H-3 - , TuIlPipe - - - _ _ -q9S- _ \ VI , _ > z o H4 LL L9LIJ ® z ----- J w O - - - - - - ✓' -.. Fnd137' I TMP 9OH-7D \ \ \\ - --- /' shed shed gr ve -- -- - eo� ,/ \LL NE of floe ----_ __ cc.1 ole _ TT / I� V _ _ w/guy TMP 90H 2 i' `.J �- -- -- I - -- - - — TMP9OH-72 I TMP - 7A _ _ - TMP 90H-71 - TMP 90H-1 A \�' _ LE AND I TM - P 90H-E UjI^ - '-- MINNI LE BESTI� --' � ` '----- - A - - _ \ \ t story I - - - L -L$ S_AT�i Frame& Rock ---- D.B. 28 .4531 a _ - - - - \\ _ M rseEXISTING STRUCTURE 6 X - _ 1 ` TO BE REMOVED ti / D. 0 . 264 � - TMP �0 27 - ----_oss TO BE REMORUDTURE \ U J L ] I I _ v Z N : R1 �I LOT 1A _ F,XISTING GRAVEL T P 0-26 RES D NTIAL I RO ER SCH�CKEDANTZ _- — _ ---- _ DRIVEWAY TO BEy STE E L AND - --' D.B. 1244 P. 461 - _ _ / \ Ski N PLED '� - _ D.B.29 P. 616 PLAT - _ _ 1 _ 'REMOVED ,' \ LLJ 1 m -i --I I _ _ L -4-17 --{� 1 -I I � -�- 1 --bs _ I -H i --1 a 1 -1 I-Uj .8.. 1 7P. 318 I "> h7 D.B''530 P. 164. PLAT = _ ---- s _ _ -- - S m \ \ I _ ' D.B. 1 58 P. 88, 590 P 1 I \, (ZONE: R1 RESIDENTIAL -0 -0 :--a _0 -0 - - -0 � 0 ' �I_ _I I �' / , \ EXISTING - -EXISTING ACSA zo' V ,. L �-� _ `^ ZON : 1 E 8, 590 I i , '1 11 -0 CO O CCt O w co- - - (o- CO (0- - _ f0 CD _ (O (O CO _ _ i 1S', O O o 0 0, o - -o O o o O o o a er - -_' i UTILITY POLES SANITARY SEWER 2 1 2 1 2 1 S 1 2 1 2 1- 2 1 2 1 2 1 r2 =--r 1 2 1 2 1 2 1 EXISTING MANAGED- V) TING UTILITY POLES 1 ' ` i `--- - -(D= �- - TO REMAIN EASEMENT o6 EXISTING I m m w ao 00 w m m ro w w T--1 w m �r.�r �_ SLOPES P.) I --I 1 TO REMAIN A cn as-. �L w w o _n11 w J A (tl--1 rn m m o , "1 - (TY _ . ' TMP 9OH-101\- I --- .- D.B. 53z8, PG.7 II s I� - - - L � 'L � _ _I 1 _ � --L. - — -J - - _ 1 0 - _ G VAR. WIDTH PUBLIC GRAPHIC SCALE I / VUH. so _ - - 1 c0 _ DRAINAGE EASEMENT A C -- IN v MON. - _ - ';D.B..5328, PG. .ssa- GRAVEL _ y NOTE: EXISTING OVERHEAD LINES TO BE------------___0>5__ LIMITS OF PAVEMENT _ ? 50 0 25: R50 s 100 200 DRIVE 558.65 45 assLm - 1 EXISTING TMP 9,0H-F -o - ' / /1 g3PHq RELOCATED UNDERGROUND AND THE EXISTING UTILITY POLES REPLACEMENTS D _ - �,/ oHe oery 5se�a ' DRIVE va Pubil ox ra e smt. ROADSIDE DITCH ASSOCIATED POLES WILL BE REMOVED off' TO BE REMOVED --- PAVEMENTOVERLAY FOR ---- _ _ EXISTING DRAINAGE _ BENCH MARK IS 11 s-J - -- -, -- -- _ - 25'85L REMOVED 1', �. ,I Comm. �CHARLOTTESVIL GIS Q INV IN±55014 `- �__ -- 1, \ ----- / o.B.22t P.3o po1e1 1 EXISTING EDGEOF---\----------7/----------- _ SOUTHBOUND LANE _ -=' REMOVSTRUCTED BE -II --�Pi Vawtm '' ROUSE S10I5E 1 ( IN 'GLT ) FULL OF DEBRIS--11NVIMP - nF- 'LOH" / ________ 2ha0s- _______i _______PAVEMENT _ - 7, _ > - , 1 [nch _ _ - -- --_ _ - `�\-' 553.28 �ek1 wz �\ - �_ Pole c_ _ -- _____ _ Pbane_ ____ ____ ___ __ _ __ 3° ec.&Phoe --1EV8TION5 7 - _ IF ---- -------- - ---- -- -- _ � _ Eec. ona _ ,-VP _- EXISTING CURBING o - - - ---- `--- - - _-- ----- - --- ----- _REMOVED w o _ � I erg _ - - m N - � 1 15 CM 46 ice, w BI6rv° ..36 -' +�-T9yI- _ _-__ -r&. _ - Z V7 - _ --i� 5 � ` z c � � \ /;�� MAILBOX ' _ __ - • __ - __ __ _ Z` Q slc 1 U.S:RT20 80' SCOTTSVILLEROAD 55MPH _Tali- U___------ wt oGl 552. 7 MAILB�X p o ° - / _ - -- - _ ) ' _ _ - NV IN ° ----- ° - --) - _ HWPB.1 PG.354 Tnr �a Lwlni,��,- - - - - - - -- __-- '� .-___ \ A�' MAILBOX \ / _ 1V OUT ±549FiS' FG< i—__� / v o'Tw MAILS X < + JLL OF gEBR15 Q1m 1 ,� <S s ----., L) .' - = -� - -'EXISTING - - _ -i1 - - - --- - �__- rn��oHr onry - w I- INVOUT55 9'- �_7�__ —"m_ FiN- - ° - --- - _ _ r, w nMBER s. �- A �-v '---- ---_ ---- °" '...OVERHEAD --- - _MAlLeo7c- - - -- _---- ------ - - - -.-- — �_ - ------ - FULL RIS opro, , - _ _ -- -- - --- w_ WALL ° LINES TO BE PaI"n Pho� i - __ �- -----_-_--_ - _o_ _ / m s - - _ - %' : _ -INV IN. UT - - T4AILBQ� In �II ivIPoL80 _ _ _ I - - 1�'IN CflTi _ -- -- _ - --- / io ow' ro m---\----RELOCATED_-�3- ---^-n-- —5v.G0 'CtW 732 _ - - 52 71 - ---- _-Iluy_ ---- - JOB NO. E DIELEE D �I EXISTING LANES 0H. VppuAproxlmote 'T-'-�*-R — --._. _ __ ------ --- T P 90-2 E I I , ° a \ 'Pr I /vDN. _ _ _ �7 < \ \ blic Service EsrnL Aprox. 10' VEPCO Esmt VDH. / '� --" - c_- ls�' EXISTING DRAINAGE �`\ _sxo - ii MI LEE BEST �" m 1 ,-- - TO REMAIN ` \ \ 1 \ D.B.221 P.M5 x w 1 D.B.462 P.116 MON' 1 - a _ _ - _ 8G J.5 LIFE STA E 1D ----I \\ \ \\ ' _\ ` 1 D. B.288 P.80 EXISTING DRAINAGE -- - -STRUCTURE TO BE \ I I /' P 90-21 I I \ \ , \ ,\ LIMITS OF PAVEMENT STRUCTURES AND T-MP 90-21 H '- _ _ JERRY LEE AND T 90-21F \ \ TMP 90-21H \ ' _----��I- REMOVED SCALE ' DE I " l STE HEN B. HE RY I , \ �` \ CULVERTS TO BE DOROTHY B. HUNT tecsnas _ _ D.B. 3716 P. 243 _ ,' - _ WI BU R. AND EV i TMP 90-19 \ DOROTHY B. HUNT - �� REPLACEMENT FOR o 1u O1 -52a-- __-_______ 52a D.B. 325 P. 367 PLAT I ""o, D. 2816 P. 7 \ - D.B. 3289 P. 68, 71 PLAT I� i - .7e ZONE: RURAL .B..3767 P. 332 1 D.B. 3 6, 3 PLAT I IF7 8 11 QS \ m"a \ NEW DRAINAGE PIPE REMOVED D.B. 1717 P. 1 I oz��. �\ - I D.B 325 P. 367 PLA 1 D.B. 19. P..718,720 P T I I 3 D.B. 1717 P. 33 / I ' -�.Q.B, 1717 P. 31 'e m �o,� 1 o \ \ f --- - - - - o-'- - SHEETNO. JULIAN P. BATTEN, JR I \ \ D.B. 3289 P. 68, 71 PLAT s 9N-ca , 1 CROSSING ZONE' L A 1 �- \ 1 _ D.B. 1350 P. 226, 227 PLAT 'ea - - - I5 I 1 - NE: RURAL I I D.B. 1350 P. 226 227 PLAT i D.B. 1350 P. 226, 227 PLAT - - -, ^yTig,�o , ' m _ _ PO 0- ��: - - - - - ZONE: RURAL ZONE: RURAL .�1, // ZONE: RURAL , _ -__- 2 P 0 I , , r , TMP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B.2197 P.388 D.B. 1658 P. 588, 590 PLAT NOTES: LANDSCAPED U 1- CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, BUFFEBAREA / �ApmP LaauPn I I VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY = OPEN SPACEC. a VPrRIRph.,o DISCREPANCIES. O C -��- �� Y iel gr pi, CompanyEl P D /- /. (0 54ACRES) " E,,nl 0a424 P.279 CONTRACTOR SHALL CONFIRM ALL UTILITY DRAINAGE AND ROAD CONNECTIONS AND SHALL NOTIFY rl' 2' SCOTT/R. CbLLINS7 - ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. O - TMP 90-33 / o / vxi6�a aoaw III I 3. 0 REPRESENTS ONE PROPOSED PARKING SPACE. U Lic. No. 035791 � C °R`" °°R " 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6"_ ° 10/27/20 JEANNETTE D. SMITH /-- "-\ PORCH Poaw LOT LOT LOT Ili D.B. 4254, PG.116 /"� 0 - , , LOT LOT 1 O 2g III I 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. �oc� 32 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING sg7oNAL lyG OT \ h ap I ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT 3 CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. APra= Laoollon /-'/P��NS� _'�LO� ACEeLOT 3 1 1 ` 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 20 Va. rele hone ° /j P - °° 6 " I 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. Ll & tale rn R Company /' I g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ,- Evat g3.424 P.z7s /r ----- / /- ----- op� 0.LOT 3 >. � - T 90-35A1 / ANGHO INGS,LLC I ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. ARDFNDR/V L ` / / -' pp H 6, 0 6 LOT A 9 " D.B.1Dz P.7,5 3.o- THE ASTERISK (*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE C / / LOT m as , Tye- m - D.B. 657 P. PLAT R`T ,°R,H PORCH I UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A 42 LOT LOT LOT \ I MINIMUM OF 1 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. PARK L / 41 40 39 �R��a� I 11. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (D.) CAR GARAGE. THE MINIMUM SIZE OF �• �/ a' V� Y AMENI REA #S s ( f ENTRA THE GARAGE SHALL BE 12' x zo'. I \ I -- - zz- ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. N e WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS TYP:) , R" . a .'I L , SYSTEM.. L sIc w / c LOT I 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, ig85 MUST HAVE AN ASBESTOS SURVEY f -/ WY- ? - OPEN SPACED 2 L PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE / /'st- =DAUPHIN DRIVE 3 (0.183 ACRES) r I REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS V / t - PROPoseovnR,wlorHPueucsrREE m j 7j % LOT " d ; FOR DEMOLITION PROJECTS. p Q BLOCK C 14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BYTHE 9 3.39AC LOT I O HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF � I / LOT! I AMENITY AREA ¢ �5 z ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS 1� C0 m L V DOG PARK .LOT w I IFS Ln U - - 43 an I' nn P.11 - �eE NDSCAPINGPro w WITHIN THE NEIGHBORHOOD_ w LA D CAPED LOT `r ..i 24 OPEN SPACE B a� og oE;rcry oF; 1 ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE L BUFRAREA 44 �,. z w „ W�� (o.09 ACRES) 5 Z L � LOT DOG PARK LOT w I EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE H z L / -� - \ °�A wh ALBEMARLE COUNTY SERVICE AUTHORITY. T OF W MEDICATION 45 LOT LOT \ -�3 L -_ F'`> I 16. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED ui L .� / FOR RO,1kE 742 IMPROVEMENTS \ \ I y6 47 LOT L aT + - PROFFERS ON SHEET iA. \ s LOT r > ° 01s, 1 EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER AS SHOWN ON SHEETS 6 & / BLOCK O.T %. 49 OPEN P CEI�1, .. :. ,o tJ I 7 1 7 .-H N L / 1.47 AC \ ` (0.21 ACRES) ;� 22 L a N Na 18. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO // - - - - ` 9 LOT e °` Q a i SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. o o i I/ % L NR 19. ALL PRIVATE YARD DRAINS SHALL HAVE A 1o' PRIVATE DRAINAGE EASEMENT. Ul U _ .o� OPEN SPACE H I n (0.83 ACRES) L _ _ _ L _ ._ _ _ 1 _ _ �`;, r Og 20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE > > _- '' Lor* IL I i I I COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED U-1 � ------ \ L BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR / �(�n �[ LOT I HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS •� - � .75 ya vi6',I PORCH PORCH I PORH I PORCH ;\� \�\ 11 19 r Y AMENITY AREA:#3 �• I �, ` � � , GREENWAY PARK 0.75 AC I ABOVE THE ELEVATION OF THE MANHOLE COVER OFTHE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEE LANDSCAPING PLAN \ I ( a,, FOR DESIGN OFGREENWAVPARK r• \ \ ,°*,6' '°� PORCH LOT LOT LOT LOT \;' ^, ;,r LOT* I SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. Imo[\/ 1 006 °ORCN PORCH -^' pOLOT T 54 53 52 eoac 56 OT 59 ' I ALU L I NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. ALL Cl C) ' ° '< oa LOT ? �' r\ � \ �. ;. -0 , � ,\ li - I UTILITY EASEMENTS FOR THE WATER LINES AND Ul N o ry N N N N 61 r " I r� � � i i I '� F' ' I , SANITARY SEWER LINES WITHIN THE DEVELOPMENT � '-I 4 M O Ro O 0 01 O al 01 O CD O C O _ Y LOT /4n( LovoLAwav I PROPOSED 7 SHALL BE PLATTED WITH THE SUBDIVISION PLAT. e .--I ti I ., .' .... ' j �• 6z > 'k L�Y�L'A Buc STREET PROPOSED 49 PUB „ b , E4949 PRIVATE STREET EASEMEN`� sP __-__-__-_____-__ LOT m.r ' 1 63 i I •� �• �� � � �' I R, LOT r i , , Lu _ 7 f I -- ----- / ti c�co LOT OT L8T LOT ------- --- --- ------- ------ --- -- - -- -- - LOT ",. i. L 8 l 64 LOT 80 81 } I 12 NOTE: THE WATER AND SANITARY SEWER DESIGN FOR N I � r z9 0 � 78 - - I LOT I THIS PROJECT IS CURRENTLY UNDER REVIEW AND LOT SAGE LOT rl II 1, APPROVAL BY ALBEMARLE COUNTY SERVICE 65 p� LOT AUTHORITY AS PART OF THE ROAD AND UTILITY �, Q n LOT 6A 6 PLANS FOR THE DEVELOPMENT - SUB 2019-00158. N { „ 1D TMP 90 35 THE INFORMATION SHOWN ON THESE (2) UTILITY LOT j "L- DUANE E AND RO NENA M. SNOW 66 C, 76 i f LF a D.B.7ozr.7Vz PLANS IS CONSISTENT WITH THE ROAD AND UTILITY --- - _ it 3 � 9 � " � E 'E D.B.657P.234PLAT PLANS FOR THE PROJECT. LLI r� ,P LOT H� , r 6 11 �I_ OPEN SPACEJ r - 7 �J J ram. , L W m _ � -• ---- -- ' i --i (I 00 ACRES) > I^ LOT uJ Q Z 7s B �6 AC o = 6 - LOT r' � E1P° TMP RO A90-35V RYA 6nRAGe _,� iii o -__.. --- ow YNELLC ' TMP 90-27B 1 F/[ F/C . T . mar D_ ._ t N D.B. 4719 P. 402 STEVEN W. AND BETTY C.:JOHNSON ,I '� ,:o M,H. LOT I AMENITY AREA#1 ✓/ �' I�Q\0 Q°' D. B. 4473 P. 48 PLAT D.B. 1026 P. 715 II 6APAGE 4B' 74 COMMUNITY PARK ¢ O D.B.440 P.198 PLAT D.B. 629 P. 616 PLAT ? LOT (rvPr - RAN RAN - SEE LANDSCAPE PLAN FOR DESIGN , �� 5 a m, a NN'I� f 69 .ao mw - OF THE COMMUNITY PARK �� °i li. 9' LOT• �� ©16 20 5 5' r LOT -- h 73 i 13 L J J z '1 % LL Ld o NJ W V1 70 ;; LOT 6e i o I d I I. 2 . oL,N LOT OPEN SPACE .r i i. pAM.R - -- - - - - E J U Q 7z I , // LOT u I i (0.02 ACRES) W 1 N i I LOT I h - --- -- i! % 1 L Y J L.f� I 71 ,.. r NORTEES: OPEN SPACE it L- - • _ - --- -- - --- I. -I 27 (0.10 ACRES) �s+lk'-I-}� 6 9 ,' 388TP z ��IGHT-OF-WAY DEED OF - D.B. w LLJ 1. - EDDI D - O', (TYP) N 4 G z i- IMINNI L. EST I - -- - • DECLARATION OF PROTECTIVE COVENANTS, O ,LIFEE T E ______�___ - w Y 7=9_ _BERWYNLANE • ___ �_ gy a BERWYN LANE CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED J B. 8 P. 453I TMP 90-27u PROP05EDVAR WIDTH PRIVATE STREE EASEMEPT wPR0PO5EDVAR. WIDTH m h OF DEDICATION -D.B. 538z, PG-138-178 (� LOT 1A r) = w z r o .. 2 - PRIVATE STREET EASEMENT PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT P ocn ROGER SCHICKEDANTZ T r ,. D.B.1244P.461 j i� F- > - ...•.Qn'PIq) •DEED OF DEDICA TION -D.B.5382, PG, 644-648 oeoPaaP�T PUBLIC MAINTENANCE WANDACCESSSEASEMENT DEED FDDICATIONDB..sasLA 17 L _-- ///-L- -__-L_J L_L L_L __J _ ___ __ ___ f- H� • PUBLICDRAINAGEEASEMENTDEEDOFDEDICATION- /--I D.B. 5382, PG 674-680 % LOT LOT LOI LOT SLOT LOT LOT LOT LOT LOT LOTH LOT LOT LOT g-1 LOT LOT I, I P / ''// Z 84 - -8- = 88 - 8 I- 90 -91 9z _ 94 96 97 100 , r TMP LOT1A27 7 93 95 99 BLOOK/A (O�O6 ACRES) EN S A ROGER GCHIGKEDANTZ . - 0.56 AC I - U.S. H. 1244 P. 461 ! .. _ _ - : _.. .. _ R , , / / 5 8 9 / D 8 530 P. 164 PLAT I • { � • A �� , / V) D.B. s3a P. lsa PLAT I `I-- I y" 'I RIGHT OF WAY DEDICATION GRAPHIC SCALE / I AMENITY AREA#z: LINEAR PARK OPEN SPACE F FOR ROUTE 20IMPROVEMENTS I I I I ' U I SEE LANDSCAPE PLAN (0.63 ACRES) ',I Q FOR DESIGN OF THE LINEAR PARK - `F-- 25 50 100 200 1v11 _1--_------- << -p _q /�. I r GIS ULVCK - I._ -- ; r STATION IRINEILLE - - -___ _ - -- - 105 I 1.35 ,AC ` �, _ -- � - -- -- -- I I� - - I'/ N 3682993.340 O ` r _ .-i ELEVATION 527.73 G}1 = N E 11482334.683 1 inch ft. ----------------- ELEv FEET 50 --- --- SIGHT °I6TANCE=665' _---_-_ L __ -� IF 4- U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) '�`" �- ----- --- __ 0 MAILBOX ° sreHrolsr ---___ - -- - - �_ � SIGN ° HWP6.1 PG.354 ANCE_66 ---- �J MAILBOX ° _ -_ - - - - - N ,�► y s' __________________ �----_ --� MAILS X OSIG MAILBOX MAILBOX - ----- -- MAILBOX ITMP 21E I rM (9''0-21D --- -- ---------------- ---- ___ EDDI ILEE AND JE RV LEE AND I I r MINN EL EBEST LI ESTATE j D ORAH B. BE TM 90-218 D.B, i6 P. 243 I D 3767 P.3332 HEN B. HEN I _----- I D.B. 3 ]PIA D. LnT S TMP 91-19 r �. r P9 -21F D8JUL17 7 BATTEN,JR. \ � D.B 2616 P. , LOT D.B. 1717 P. $3 / TMP 90-21H , TMP THY O,B 336 P. 36, 37 LAT WIL R. AND D.B. 1350 P. 226, 227 PLAT , DOROTHV B. HUNT , \ DOR07HV B. HUNi EV .4 P.71ETT --�__ r D.B. 1 34 P. ]18, ]20 i r D.B. 3269 P. 68. 71 PLAT D.B. 3269 P. 88, 71 PLAT D.B. 1350 P. 226, z27 PLAT \ \ \ 717 D.B. 1P. 226, 227 PLAT __----_---�__�_-- I w a Ln JOB NO. 182157 SCALE 111 _ 30 1 SHEET NO. 3 P LOT NUMBER LOTAREA (SF) BUILDABLEAREA (SF) LOT NUMBER LOTAREA (SF) GUIDABLE AREA (SF) 1 2,296 1,525 51 1,858 1,529 2 1,552 1,251 52 1,848 1,518 3 1,209 968 53 1,859 1,529 4 1,191 951 54 1,888 1,558 5 2,064 1,353 55 2,510 1,703 6 2,017 1,308 56 2,683 1,835 7 1,402 1,101 57 1,935 1,604 8 1,104 1 864 58 1 1,920 1,590 9 1,089 1 949 59 1,934 1,612 10 1,838 1,169 60 Z775 1,891 11 1,815 1,146 61 4,620 3,456 12 1,321 1,014 62 3,441 2,960 13 1,060 827 63 4,406 3,327 14 1,061 821 64 4,483 3,191 15 2,024 1,186 65 3,501 2,825 16 2,075 1,249 66 3,230 21545 17 1,319 1,040 - 3,681 2,491 18 1,055 932 68 3,673 2,478 19 1,319 1,040 69 3,102 2,408 20 1,055 932 70 3,110 2,412 21 1,445 1,040 71 4,124 2,788 22 1,878 1,092 72 4,338 3,284 23 1,878 1,092 73 3,127 2,647 24 1,445 1,040 74 3,112 2,632 25 1,156 832 75 4,987 3,837 26 1,156 832 .- 14,984 30898 27 1,445 1,040 77 3,296 2,815 28 1,987 1,170 78 3,319 Z837 29 2,107 1,371 79 4,484 3,493 30 1,700 1,356 80 4,489 3,426 31 1,739 1,408 81 3,187 2,697 32 1,794 1,462 82 3,197 Z725 33 2,663 1,799 83 4,445 Z993 34 2,793 1,882 84 Z007 1,300 35 1,707 1,376 85. 1,193 953 36 1,671 1,341 86 1,194 954 37 1,682 1,352 87 1,494 1 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 3,606 93 1,504 1,204 44 3,259 2,781 94 1,976 1,281 45 4, A9 3,538 95 1,980 11278 46 3,744 2,755 96 1,510 1,210 47 3,093 2,613 97 1,209 969 48 3,117 2,636 98 1,210 970 49 3,656 2,694 99 1,514 1,214 50 2,523 1,717 100 1,954 1,282 / - - - I IVI. / J ma I ppRCH PORCH PORCH PORCH I \\ L - - - 2� - 2- \ I iox�6' LOT LOT LOT m LOT* ' FRo�NT Q GRAPHIC SCALE - -- PROPOSED 2 I nP HVAC UNIT (TYP.) xs6 so'xs6' PORCH LOT a0 o s 30 so z0 yOxsCN \ PORCN 11 1 I PORCH LOT 0 f PROPOSED6'SETB� m_ �f PROPOSED SEGMENTED RETAINING WALL 6 \ pOR LOT LOT 5 52 51 5 PLANTING STRIP \ o f 11 I 9 0 ,o 54 w u )� p b of LOT GARAGE •Ili w/ HANDRAILS - SEE GRADING SHEETS FOR k PORCH LOT 6 ao +„ NI CrY) ¢' I 0 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.). "- 6 5 SS TC I LIN A - S E S EET 5 I � 1] w, _ + N rsET)SCOTT R. LINS� sox' II 4 +I 'I I,- ¢z'xz°'IMIN. �I I m O / r xsb \ ogcN LOT x vl N SPEEpLIMITSIGN ~ NO PARKING inch = JO f6. I U Lic. No. 035791� w cH o : � I PROPOSED NO PARKING LL i OPEN SPACE H 49 poR P O1- $ \ I\ 11 "' .° vl VAR. WIDTH LANDSCAPE -- I I � I I - I SIGN (TYP) w I I AND MAINTENANCE EASEMENT : SIGN (TYP) k 1� �I - f� 0.83 ACRES ,� o z M I-- I N LOT 16 N u I m ( ) LOT w 59 co I _ _ ' STREET p 115+20.45 ti z w __ _ _ _ _ STOP SIGN (TYP-) L ROPOSED GUARDRAIL SS/ONAL ECG It u I I 6O \,- T 2' z8' S GN (TYP)\ L IMITS OF PUBLIC ROAD R/W PROPOSED 8' WIDTH w w zz I \ ANDSCAPING AND j�� LOT 9� %v ! "O 'v ,, _z6� ''a ` a3' 41' 19 LD z 61 J •I\ Z +:_ 4 i1 Poae \\ II MAINTENANCE EASEMENT w C a F� - ._- -- + a o z u I PROPOSED �S+So 16+oo PG15+49.66 JL ;N--_ n 30- LOYOLAW Y17+5°+ TRANSITION FROMCG-6CUR6 J YC , a; +ao CG-6 (TYP) _ - _ N TO ROLL -FACE CURBING I o p 1 #, ��, + 15 PROPOSED STOP v _J _ 30PRIVATESTR ET ¢ i �ti LOT i4+5o _e4 - 51a'R ) 5 EASEMENT I PROPOSED BAR (TYP. 16+ o \ 17+00 62 �O� " ti oo - L � IC�A� r 4 2 21 CG-z(TYP) - - - - - - Ejo in o PROPOSED STREET SIGN (TYP) - WALL MAINTENANCE EASEMENT w w u) LOT LOT ',, :: 3z' _ - _? LU � y - 32' -1 . -- - - -- I. CG-12 (TYP.) I- LOT GARAGE I I DB.5382, PG.138-19z o o z o o w 63 °�, ,yQ7 1 '� ° , ° _ S- - _ _� 18 u u F 'n U U (PROPOSED 3' DECORATIVE WALL iQ ° / z2�_ - d I o p { 15 0 ¢ w y k5 / ( - (TYPJ STOP SIGN(TYPJ h iz'xzo'LIN. q PROPOSED8 WIDTH z O z z 6 (NOTE: WALLS 3' IN HEIGHT OR LESS DO ` i3 zl_ I I I z z > > E NOT REQUIRE RETAINING WALL PLANS) R ` x - N T' pT:16+o0.5 66, ANDSCAPING AND > > U O O ° // ��' �' x I 9 x i I I PROPOSED S�►\` ry \ - a< z ° LOT I PC:14+°3.7o MAINTENANCE EASEMENT � z J o 0 0��� 0 i - "� 6'LANDSCAPEAND 3 m I E/P E/P 1LF TMP 90-35 O w w w F HVAC UNIT P. PROPOSED 6 30' PRIVATE ¢ z PROPOSED 6' z En Ln PLANTING STRIP / MAINTENANCE EASEMENT I LOT r O r- ¢ ¢ z °J w w i- PLANTING STRIP 66 m ALLEY EASEMENT DUANE E. AND ROWENA M. SNO H �\ 3v: ` D8.538 PG.13 o m o 18 I D.B. 702 P. 792 � � g o 0 - --------SCAPEAND` \ b;, xoo io c9p PROPOSED m 13 * L MIN:) DB.538z,PG.138-1gz U ca w w a w o �a. -9 \ 5 LOT LOT M z I 1 p. - - - D.B. 657 P. 234 PLAT j� w Z) ¢ ¢ ¢ ¢ i NOTE: RETAINING WALLS SHALL 82 83 I o 66' LLI REQUIRE BUILDING PERMITS o< s Lu 10 O z z s MAINTENANCE EASEMENT '� v ✓ ° +2�o C6 CONCRETE SIDEWALK m - F/C F/C } D ! m DB. / LOT LOT I NI LOT J z a a a !I LOT 53 / \ 6'LANDSCAPEAND 1 } N J ICI P o o z g g j.I I l NO PARKING ti' LOT 80 81 MAINTENANCE EASEMENT I +� 12 $ m 1 I ! 64 • ,� SIGN (TYP) 1 1 DB. 8z PG.1 8-1 z 1 I l ', I I_ Q + PROPOSED PROPOSED SEGMENTED RETAINING WALLS > ... - w z 0 53 _ _3 _9 HVAC UNIT P. owc > > _ w m 2 (TYP.) w 79 I 66' I AIL - EE I EET R w w o w HANDR S S GRAD NGSH SFO I -- I W ww J \ - I --PROPOSED VAR. WIDTH I KI I p a • � 1 I NO PAR NG I h LOT � I � I FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) /�/ j r • ` �, o o ,' MAINTENANCE EASEMENT ( ) L li # at z F- F- 0 T ANDSCAPING AND -- 4 I 80 1 PT:14+61.31 N w m ! GARAGE .� LOT N 1 SIGN IT I 11 N I m m O O ° LOT (TYP.) x�� -------- ------ 1 - z' / to z z O w m fn ° ^'� r 6 zYxzo'MIN. i ro / C -- 17 I Im '--_- _---_-_.J y 78 3z' 3� 66' TRANSITION FROM ROLL -FACE P o o o ~ i 4 4 6' w - .1 > o 5 �q9c I 3 - I v SIDE SETBACK CURBING TO CG-6 CURB AT w m m 0 5--------- > > II b--- DRAINAGE INLET IN THIS LOCATION w w > > 0 zo' WALL MAINTENANCE EASEMENT : 1• LOT / PROPOSED a w � w w j /� _ ._ o I�; r - ,�' 6' MIN. TRANSITION LENGTH oc oc U , PG 1gz / 77 HVAC UNIT (TYP.) - o g LOT GARAGE n o ( ) i 1O5 f2�i _ ___ ° / + I PROPOSED 6' 'oti' i NI 1O TY ') ° SIGHT DISTANCE=17o' N 1 // / / (�F..; -::� / 6 to h 1 az'xzo'LIN. I chi LOT PLANTING STRIP LOT / - w - v NO PARKING NOTE: RETAINING WALLS SHALL REQUIRE Lu 1]66 • 6 ' ,r PROPOSED __ ___ 1h �I LOT 68 SIGN(TYP) BUILDING PERMITS. ALL PROPOSED 7 i I �i o * I + El 4E� RETAINING WALLS SHALL BE ANCHOR 2 11 SWM FACILITY i� ( , o) +° �' ' -,-> >-+_* v 1 9 L DIAMOND PRO COLOR "JAMES RIVER" VAR. WIDTH LANDSCAPE V / " �" �h 6g' `o g8,rvlI AND MAINTENANCE EASEMENT \/ /:. .` - - *- -'- h I 0 - PROPOSED �� DB 8z P 1 2i' / '" i x Im O LOT �o PROPOSED GUARDRAIL o / I � 5 �3 ` 9 NOTE: RETAINING WALLS SHALL PROPOSED 5'- N $ * L LOT CONCRETE SIDEWALK �' 1 i m m o 0 0 0 0 0 0 I� N I ' S7p S"e z REQUIRE BUILDING PERMITS / CONCRETE SIDEWALK O 30' r IN r400 N IN IN rn NOTE: PROPOSED HVAC UNITS SHALL BE 6] F FT PROPOSED 1j j o1 7° Y 00 I In 0) ENCLOSED WITH A 4' WOODEN FENCE, I °I 9C PROPOSED SEGMENTED RETAINING WALL* ' I N1 LOT _ o a ni o ni E { PC: tt+6 : I K -- 1 FINAL WALL HEIGHTS AND DIMENSIONS TYP. TOT LOT AREA Q ° + m o SIMILAR TO THE 6' FENCE ALONG THE _ - _ _ _ SEE SHEET 1POSED ~ m N + ROLL -FACE CURBING o 0 0 0 0 0 - SOUTHERN PROPERTY LINE. ! W{ _ m ryl PROPOSED VAR. WIDTH LANDSCAPE I ( 5 PLANTOING STRIP /l 1 7 L ~ I ~I FOR DRIVEWAY ACCESS c I 4 57 7 � wl HANDRAILS -SEE GRADING SHEETS FOR of w o I AND MAINTENANCE EASEMENT // 71 ¢ �I --- ---_ l,/ W I I LOT w PROPOSED a> VI --- „ 1 �II LOT `"� B 0CK D �'* ._.-. ._ *-,_.-.-._�- .-, -.�'� i SIN I_ _ '` 6 L Ib N'i- CG-2(TYP)7 80L9 Mzl z I 16 AC - SIGHT / III >- ° \I $T j E/PE/P GARAGE 97 75 TOT LOT AREA .3o'x3o'SPORT DISTANCE EASEMENT:°,- a Z1 oily----72T-_ ----- a7 0 w = �. -------------� b 0 M 60 Z " z SEE SHEET IS COURT 8� h� of n 0 TMP 90-27B F/C F/C (TYP,) 4Q a �I r04 o j STEVEN W. AND BETTY C. JOHNSON ¢ MI zz'xzo'MIN, LOT x AMENITY AREA #1: OPEN SPACE J �I r oo + ° I I u 9T - ul N PROPOSED H fin' II LOT GAR GE N M ; D.B. 1026 P. 715 ry of GARAGE 4 74 ml COMMUNITY PARK (1.00 ACRES) GAZEBO ° Q V �5 cTv) ' p) v D.B. 629 P. 616 PLAT M ZI LOT mP') QI R/W R/W wi EE LANDSCAPE PLAN FOR DESIGN h� (> I " 5 iz'xzo'MI TRANSITION FROM ROLL -FACE N o ¢ zz'xz°'MIN. mL w OF THE COMMUNITY PARK II CURBING TOCG-6CURBAT o 97 I /� 1 � a 6 wlm ° _ - / II 9 lob LOT 74 F I ° l 9 + AND SHEET 15 FOR DESIGN OF +� v DRAINAGE INLET IN THIS LOCATION ° PROPOSED 6' WOODEN PRIVACY FENCE TO BE I 1 N Lu FIRE PIT I T N CONSTRUCTED ALONG THE PROPERTY LINE z �I �I I RECREATIONAL AMENITIES AREA C YP. 4 `iC L z S I (6' MIN. TRANSITION LENGTH) � a I 'I -: I M - ACTIVE RECREATIONAL I I O t o I I I P 9 I / :l e Q 8+ SEE DETAIL ON SHEET to I I g7 LOT y GRASS ATHLETE FIELD 33.45 75'r $/O-B/, PROPOSED J o w l r PROPOSED 1 LOT io ROUTE zo RIGHT-OF-WAY DEED OF - N nl 73 CG6 (TYP) o N, ., * HVAC UNIT (TYP.) D.B. 5388, PG.74z O LOT PROPOSED LOCATION OF MAILBOX KIOSK + 3 L I DECLARATION OF PROTECTIVE COVENANTS, Cf7 0 m I 7O rm. I - 98 FOR CENTRAL MAILBOX LOCATION I /00 I 76' ... CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED N ° STREET NO PARKING ;° of LOT A G OF DEDICATION -D.B.5382,PG. 18-18 N W ° _ I, I .: PROPOSED PROPOSED 6' SIGN (TYP) ry G7y )E 1D r°v �0 • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT o zo' LANDSCAPING AND LOT SIGN (TYP) I ( 0 4 - - - - STREET NO PARKING HVAC UNIT CONCRETE SIDEWALK %/ 2 sz'zzoLlN. T DEED BLICST DEDICATION MAD.B. GE ENTM INT Q - - --- - - - - MAINTENANCE EASEMENT TO BE I 1 o wJ - � PROPOSED // - ' • I Al LEY UBLICSTORMWATER MANAGEMENT ~� - PROVIDED FOR PERIMETER 9T STOP o 2 PROPOSED CG-lz (TYP.) P MAINTENANCE > ° iGN (TYP) ] SIGN (TYP) �� AS ME T / 79' � I •I AND ACCESS EASEMENT DEED OF DEDICATION - D.B. w LANDSCAPING BUFFER + + PROPOSED 5' CG-6 (TYP) TRANSITION FROM CG-6 CURB 0 SIGN (TYP.) y SPEED LIMIT SIG LOT PUB PG.RAI 659 LLI 0 DB-5382,PG.138-igz I I LOT I 1 CONCRETE SIDEWALK M1 �_ m'I PUBLICDRAINAGE-i J o LANDSCAPING 0- M P 1 N TO ROLL -FACE CURBING AND MAINTENANCE EASEMENT .1 I 1 71 PROPOSED M � �' IMITS OF PUBLIC ROAD R ° - / o° //10 C` �8+82 8J - $ L D-B. 538z, PG 67y-68oI -j DB.5382,PG.138-igz OPEN SPACE G I CG-12(TYP.) 86 a w f- a + 4 5 - - - °oIw- y +It PT 1 +8z. 0 5 7 �H 6' LANDSCAPE AND 91 >- 16 � w / " N STOP OPEN SPACE E ^ w ~ - 0.10 ACRES ! I I _-8� -_ 11 - - ¢ u �.. SIGN (TYP.) (0.02 ACRES) N ( ) ---- MAINTENANCE EASEMENT (TYP:) p > w o SPEED LIMIT SIGN _J 3 --- Dg.5538z, PG.138-1gz ' a nLn CL LL - 10+ o - a 11+ o PROPOSED SIGHTD&T-,4 OE 22 ¢ - a PROPOSED VDOT STD. BARRICADE 10+00 5 011+00 5 1z+ z+5o 5 13+00- 13+5o w 14_00i 14+50 01 +oo a 1 + o o o w i 4°�' HVACUNIT(TYP.) 3 5 1 5 5 1- - �- --0 �- - - I-- -- N 1- - o o- I w w z PROPOSED o _N a N c STOP T- - ROPOSEDGUARDRAIL J ° I - BERWYN LANE - N a ¢ W HVAC UNIT (TYP.) w " TE STREET EASEMENT SIGN (TYP.) I w i°n> � w Q ' ^ e h 1 1 ♦ a~ V NO PARKINGLu v S 1&-Fj 20'_ 20' z 26' ° 16 •6 2a 26 26' z0` . 'z26' 16' 20' z6"LANE` 7 - - - _.. _ - ' T - sIBERWYN U o 6' LANDSCAPE AND PROPOSED 13' Z 16' PROPOSED 5' 16' Z 13 16' NO PARKING'. // VAR. WIDTH PRIVATE W Q MAINTENANCE EASEMENT (TYP.) ETBAC CG-22 (TYP.) I (TYP.) 50 g (Typ,) CONCRETE SIDEWALK (TYp.) g (TYP.) (TYP.) SIGN (TYP) ' I �9x45 8 - STREET EASEME T Y J DB. 8z PG.1 8-1 9 DB.538z, PG.138- g2 uJ > 53 3 I PROPOSED 5' w SPEED LIMIT w n w F N // PROPOSED IMITS OF PUBLIC ROAD R/W zo' LANDSCAPING \\ CONCRETE SIDEWALK- L J L J L -1 is L_-1 L J L J J L--1 L J L J / _ � � ' r SIG � � � ' o l � ^ L ^ �.. L � PRO POSED h / _ CG-6 TYP - � >> o HVAC UNIT (TYP.j - // / 7 - - - - - - - - - CONCRETE SIDEWALK AND MAINTENANCE EASEMENT * ^ t r F Y' n D p / --------- --------------1 1 RIMET * _ / ( ) STREET * % ^ u ^ * CC F/P / .: TO BE PROVIDED FOR PE ER o ¢ ag*96 p / SIGN (TYP) LANDSCAPING BUFFER J z LOT LOT LOT LOT LOTjr-1OT LOT LOT LOT LOT LOT LOT LOT s4 I o e y iPRoposED D6.5382, pG.138-1gz I I Ln i--i w LOT I I LOT Lu LOT LOT CG-12 (TYP.) w TMP 90-27 ! 84 85 86 8 88 89 I 90 91 92 94 I w 6 97 98 100 ry % / NOTE: SPRING HILL HOA SHALL MAINTAIN EXTEND CG-7 CURB THROUGH LLI = z ] 6' LANDSCAPE AND 93 0 95 9 99 F -_SIGHT B LOC K A THE 8' ASPHALT SHARED USE PATH AS NTERSECTION AND TIE-IN LL I z LOT 1A j MAINTENANCE EASEMENT (TYP.) WALL MAINTENANCE EASEMENT /C DISTANCE EASEMENT PART OF THE LANDSCAPING PERMIT NG EMENT ROGER SCHICKEDANTZ -" -- -- D�53 } -- 10' RSET ----------. 5 }-- ---- °v I� DB.5382,PG.138-192 0.56 AC _ _ _ _ _ - - - - - z WITH EXIST( D.B. 1244 P. 461 i - - - -, - - - - - - - - • - - PROPOSED ~ 16' 16' zo' zo z ' 16' _t 16' zo' , z6' z ' zo' 16' 16'' zo' z3' R 5 PROPOSED io' LANDSCAPING o D.B. 629 P. 616 PLAT _ �I 1 - /w CONCRETE SIDEWALK H� 0 6' LANDSCAPE AND '- . AND MAINTENANCE EASEMENT D.B. 530 P. 164 PLAT 6' LANDSCAPE AND 7 SPEED LIMIT SIGN "o MAINTENANCE EASEMENT (TYP.) (TYP.)- 6' LANDSCAPE ANDY ROPOSED PUBLIC ROAD R/W TIE-IN CG-7 CURB TO EXISTING j DB pG MAINTENANCE EASEMENT YP. PROPOSED 6' 1 j / _ __ - PROPOSED 8' ASPHALT -, DBS38z, PG.138-19? MAINTENANCE EASEMENT (TYP.) PLANTING STRIP o f / TRANSITION FROM PROPOSED lo' PUBLIC CURB - MATCH EXISTING GRADE LLI � Q ULANDSCAPE AND - OPEN SPACE F _ _ _ - _ DB. PG._ L1 CG- CURB TOCG-6CURB OPEN SPACE A MAINTENANCE EASEMENT (TYP J I PROPOSED o I ( 6AC ° SHARED USE PATH 7 ACCESS EASEMENT DB. PG._ PROPOSED 0.63 ACRES C _ __ DB. PG-_ d= - -__�- -- - ) G -6(TYP) ry I STREET SIGN (TYP)- - ----' --- (0.0 ACRES) iWMFACILITY -_ ----- - - -}}�,� --_\ �� - LE GI - %/ i - - - "- - C\ - - - - - - - - - - - - II- / -CG- PROPOSED PROPOSED USE PATH RO SE- RIEN v 6 TYP I IS P V PROPOSED \ - S E IL x NOTE: SPRING HILL HOA SHALL MAINTAIN - - - - _ _ - - - - - CD- - STATION 105 O m I i THE 8' ASPHALT SHARED USE PATH AS 1.35 AC PLANTING STRIP \ ♦✓� - - - - ° STOP SIGN N 3882993.340 CD(TYP.) - - - - - - - PART OF THE LANDSCAPING PERMIT \ -- -___ E 11482334.683 N r - - - - - - - - - - - - - - - - - - - - - - - - - m - - �.-=e-�, _vo_._ �®:tee ELEVATION 527.7± o I F /l%///O//l/O/���///I//I/l!/ll/l/T - , , - -� - - �l� b PROPOSED _ ----------- - zO--------------------PROPOSED lo' PUBLIC PROPOSED ---- +, ------ CLEARZONE ---CG 7(TYP) SIGHT DISTANCE=665' zo' __ _ ° PROPOSED 3 --------------- -------------------- ACCESS EASEMENT CG-12 (TYP.) _ •°•„•° � - - � - _ �j �o CLEARZONE CG-12(TYP.) - --_ w w DB PG.-----_ 0 PROPOSED STOP BAR (TYP - _ _ _ - - oLu PROPOSED PROPOSED Ln o _ _ CG-3(TYP.) -- CG-12(TYP.) ♦ IOBNO. °, - U.S. RT 20 (80) SCOTTSVILLE ROAD 55 MPH --- ` o ---------- 182157 ----------- - _ ( ) XISTINGPROPERTYBOUNDARY♦ SIGHTDISTANCE= ---___ ------------ ❑ ❑ _ NOTE: SPEED LIMIT SIGNS WILL BE HWPB.'I PG.354 5 - VARIABLE WIDTH RIGHT OF WAY ----_ SCALE a MAILBOX MAILS X REQUIRED TO BE INSTALLED UPON NOTE: SEE ROAD PLANS DEDICATED FOR THE PROPOSED- _ _~ NOTE: AREA DEDICATED TO VDOT ----- _ _ 1- 0� o REVIEW DURING CONSTRUCTION SIGN ❑ WITH A FINAL SUBDIVISION PLAT D BY VDOT TRAFFIC ENGINEERING ° FOR DESIGN OF ROUTE 20 OUTE zo IMPROVEMENTS ❑ y 3 MAILBOX D.B. PG. - -- SHEET N0. ° IMPROVEMENTS AND D.B. PG. ❑ _ __ IN IN, - - < _ _ - = ENTRANCE DESIGN TOTALAREA=o.o7ACRE5. MAILBOX 4 I / ' I / i i r r -I r r � I \ NE11 r r I o � \ PROPOSEDso'A� OPEN SPACE C I. I I \ SHARED USE PATH / (0.54 ACRES) I I i / ✓ l r j / I I LANDSCAPED I PROPOSED SEGMENTED RETAINING WALLSBUFFER AREA = t / / / NOTE: SPRING HILL HOA SHALL MAINTAIN w/ HANDRAILS SEE GRADING SHEETS FOR ' I PROPOSED I THE 1o' ASPHALT SHARED USE PATH AS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) / / / HVAC UNIT (TYP.) r I PART OF THE LANDSCAPING PERMIT6'LANDSCAPING AND - I MAINTENANCE EASEMENT 18' zz' zz' zz' z DB.538z, PG.1S8- ----- ----- I'' I --- = /oje PROPOSED6' / / / /- / zb ---- ioC9 EARSETBA6IZ PORCH I I PLANTING STRIP / �29 PORCH I idxiG io'xa6' ----- --- I / / / / ' / / / / / /, 1 \ PORCH PORCH PORCH LOT III LOT I TMP 90-33 r / / by \ 1 LOT LOT JEANNETTE D. SMITH / / / �' LOT II O 29 D.B. 4254, PG.118 32 31 m 1 PROPOSED (2) PARK / 1 � r'r / ©�� �P 7% tiQO�C \\ - I ��sls� /� p�C� LOT --il 00 BENCHES TO BE LOCATED p / / + WITHIN AMENITYAREA oH�' / � � �� / / � ti , y o�LOT vv 1; \II_ _ NO PARKING FOR FUTURE BUS STOP �� '� , / p� + DLOCK E- 'Qo�C� 3v� vI\ SIGN (TYP) --�0 PROPOSED 1.2 7 AC \ LOT A PROPOSED 5' HVAC UNIT (TYP-) y9 ,o*1L1 6 zz CONCRETE SIDEWALK / - - Qom 3 0 yry \ �J\ I Zi \ LOT AR NOTE: AREA TO BE DEDICATED TO VDOT / '20' zz zz' DFN D WITH A FINAL SUBDIVISION PLAT _ _ _ _ _- _ __ _ _ +pond 3 �a ' \ T 12+00 N lz+So 6' PROPOSED 6' u - /" io'xi6' N _ —�— m -_-- PORCH PORCH u\ 1 PLANTING STRIP' mAv - PORCH io'xi6' U \ PORCH -- \ 3 STOP r �:1 LOT LOT II LOT LOT v PROPOSED5' SIGN (TYP.) i �AIGIE I • AREA #5 42 1 m \I \CONCRETE SIDEWALK �� 11 + + E PARK z 4 4D 39 iw r ` E + r -NO PARKING NI < a o - PROPOSED rr la F x 60 N \ Cv CG-lz(TYP.) SIGN (TYP) -- il°D ' PROPOSED 6' PLANTING STRIP • x PROPOSED 6 �. 1z' \ \ Q� ? �` 3�ry O7 LC1T o ih 28 L / / % '' So \ PLANTING STRIP �,, EXISTING PROPERTY BOUNDARY - �� PROPOSED _ _ _ _ _ (TYP.) STOP \ 1 0 „ -- SIGN(fYP.) CG 6 (TYP) z9' N z � - z = 1AC \/ o ' Q' PROPOSED 6'. I r ' PROPOSED'" % aixo _ 1Ox o� :SIDEWALK d LOT -o 'i o CG-6 (TYP) \o _' - �9� y/ PROPOSED S' ' N ,l W + ✓, ' \\ o -- E %CONCRETESIDEWALK„ 2] L Lu I - 11+So DAUPHIN f NO PARKING l Flo / 0 / STREET lz+00 _ V 0 SIGN (TYP) OPEN SPACED i 0.183 ACRES iSIGN (TYP) � ) _i- - - -�- } � - [i 1z+ S i � o 2 DRIVE - N So 4 I� STREET I ( ) W I� yo N �� // SIGN (TYP) r r VAR, WIDTH PUBLICS TREET BLOCK C a PROPOSED PUBLIC R/W b 4 0� ! j L E- i / S'F /VjS3s ;• I, f W �3x' PROPOSED 3.39 AC d LOT ¢ Q \p oo CG-lz (TYP.) m I / PROPOSED PAVED TURN LANE /�ro LOT FT ACKr 4' s- -2 DOG ' z \ \ \\ ; A A #1 25 L yrj j ! 1m r ALONG AVON STREET EXTENDED RK 12 -_4 ` lbxQo SEE AND CAPING OILA , I_ LOT L �"jlei a �0 Q . ,\� `w `r FOR DESIGN OF! 43 / PROPOSEDlo'ASPHALT , fTYP.) NO PARKING \ ���p� r SHARED USE PATH p� LOT �' SIGN (TYP) 1 Z�x �. DO� ' Y' 24 L u / PROPOSED ASPHALT ^ o l r. (�DSCAPED 44 I w EDGE OF PAVEMENT j BUFFER AREA %I Q a 6 LANDSCAPING AND `` \ PROPOSED 6' LOT MAINTENANCE EASEMENT \ O a x. \ PLANTING STRIP I� r o� LOT PLANTOING STRIP m n **� ? • ry 3 45 �� / j N DB.538z PG.138-1 1 �\ \ \\ `�\\ °, PROPOSED S' 2 L N Off( / �46• PROPOSED 5' \\ CONCRETE - - / zo' / CONCRETE SIDEWALK \\ \ 5 - �L SETBACK / R i LOT O 1, SIDEWALK PROPOSED FqR , LOT LOT r� OPENS ACE I �:\ \\ - I__ -- ---- Y } HVAC UNIT( TYP.) ` SFp t 46 8 LOT \` . o PROPOSED 6' WOODEN PRIVACY FENCE TO BE �3? \ B /�\ 4] 4 (0.21 ACRES) '\ \\may �o m i I n 49 \`� o O PROPOSED LOT N r CONSTRUCTED ALONG THE PROPERTY LINE mm ■ �A �� ``�` BLOCK 22 i ' I SEE DETAIL ON SHEET 10 / WALL MAINTENANCE EASEMENT PROPOSED o) PROPOSED SEGMENTED RETAINING WALL \ \s� CG-6 (TYP) L • ROUTE zo RIGHT-OF-WAY DEED OF DEDICATION - D.B.5388, PG.74z • DECLARATION OF PROTECTIVE COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED OF DEDICATION - D.B.5382, PG. 338-178 • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT DEED OF DEDICATION - D.B. 5382, PG. 644-648 • PUBLIC STORMWATER MANAGEMENT MAINTENANCE AND ACCESS EASEMENT DEED OF DEDICATION - D.B. 5183, PG. 654-659 • PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION - D.B- 5382, PG 674-68o NOTE: PROPOSED HVAC UNITS SHALL \BEENCLOSED WITH A 4'WOODEN FENCE \ SIMILAR TO THE 6' FENCE ALONG THE \ SOUTHERN PROPERTY LINE. I 1.47 AC % D8.5382IPGI!4q84w HVAC UNIT (TYP.) w/ HANDRAILLS-SEE GRADING SHEETS FOR `\ � ----------------- --- ------ + SIGHT l�l LOTH SETB�XCiI y6, FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) \ d O 1_ I i io' ACCESS & v y O1 N oo I I VAR. WIDTH MAINTENANCE EASEMENT_ I I ------ DB. 8z PG.1 -1 z SWM EASEMENT 53 3 9- 38' DISTANCE EASEMENT f OPOSED DB 8ii 1 32' -- --- 3z'--- -z�= - -16' \ 2 I 53 — - - .538z, PG \ \ 01 zo' LANDSCAPING I f I I S W M PROPOSED 8' LANDSCAPE AND MAINTENANCE EASEMENT Y , - - —� LOT* ° TO BE PROVIDED FOR PERIMETERACI LITY '' AND MAINTENANCE\\ \o. 0 ' 0 20 L + LANDSCAPING BUFFER _ _ _ — — — — — - EASEMENT _ _ z2' — 22 — _ %\\\ O N Zz--- -� c i '� ROPOSED 'ASPHALT PATHWAY — — — — — io' ACCESS & -- \\ nl al DB.5382, PG.138-192 5 36' _ _ _ _ _ - 10 T2�A SETBACK LOT 1 MAINTENANCE EASEMENT o AREA RESERVED FOR FUTURE COMMUNITY GARDEN, IF DESIRED BUILDING PERMITS. ALL PROPOSED RETAINING WALLS SHALL BE ANCHOR DIAMOND PRO, COLOR "JAMES RIVER" ull S3$z, PG,138 a\9 a 11 1 g9 L PROPOSED 01.75 A zoxz6' I adx�e io'x16' idxis �1 ` v211 — � I 1 io'xi6' pORCH PORCH poRCH pORCH \ ^ \\ \ mll - I y d I I HVACUNIT(TYP.) zox%6 I io'za6' pORCH LOT LOT N11 LOT* FRCiNT _ - yti 1aXs \ PORCH ) II PORCH OT LOT LOT 0 PROPOSED 6' e j II 18 SETBA m PROPOSED SEGMENTED RETAINING WALL ` / y6, \ poacH LOT LOT 5 52 51 5 PLANTING STRIP o dx �^ ,? 1 \ \ II o 1 LOT GARAGE w/ HANDRAILS -SEE GRADING SHEETS FOR , 40 \ PORc\.\ LOT 6 54 °° I oo °° I o`0 �\ \ +, °rvl (Ty ,) QI N 1 00 FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) X1g 5 I 1 55 TC LIN A - S E S EET 4 I 1] + _ t yp 1 N I \\ 1a'xzo'MIN. m I II III II I I I I � I II I,, I � I I I ,e� -! 9 1aX,e \ poRCH LOT \ I III N A11 I _ I NO PARKING i \\II SPEED LIMIT SIGN LL I OPEN SPALt H poRCH OT $ I III 3 �I PROPOSED VAR. WIDTH LANDSCAPE - SIGN (TYP) y\ r P z m L- AND MAINTENANCE EASEMENT I �I (LOT 16 I (0.83 ACRES) y� LOT 59 - I � ` PT:15+zo.45 m r \ I - CK STREET \ STOP SIGN (TYP-) Lu I I �� y 60 v�� Oz T - 2z' - 28' SIGN (TYP)v vv IMITS OF PUBLIC ROAD R/W 3y LOT 9a' �� Y\ `26' r 'i: ii ° `\ 41' 19 C I ¢ I ��\ ( 'o PROPOSED �5+50 16+oo PG15+49.6^ 6 N--- 30' LOYOLAWAY +50+ I v _ 9 r . CG-6 (TYP) 0 I �,\ ° '. i 15+00 _� _ —{- PROPOSED STOP m _ _ 1 ++ 30' PRIVATE STET ~, z xy LOT Y_e� - 51z'R 16+ o \ 7 ¢ i4+5o y _ BAR (TYP.) _ 5 EASEMENT 1 62 YO AWA z� o o I' ''r' a' •�F s �t 14x00 - �� PUBLIC STREE ao 4 4z z LOT / 00 PROPOSED STREETSIGN(TYP) 9 6 '3h ' —S _ 32 — 3z' — N — --- _I?I Ih• CG-12 (TYP.) I: LOT GAR (PROPOSED 3' DECORATIVE WALL 3 0� ti1 0 18' NOTE: WALLS YIN HEIGHT OR LESS DO ` y3 5 2ti_ - (TYP.) STOP SIGN (TYPJ 1 I iz'xzo'LIN. o NOT REQUIRE RETAINING WALL PLANS) c - LOT 66 I N � n I j 1• z , �I i — p a *IL I PROPOSED f3A� i % \PROPOSED 6' 6' LANDSCAPE AND Z m I E/P E/P 14 L HVAC UNIT (TYP.) PROPOSED 6' PLANTING STRIP / PLANTING STRIP MAINTENANCE EASEMENT I 1 LOT 66 I H �� 3?'„ B DB.538 PG-13 o m 1 0 18 - ---- _ --- `� � � o i .Q c y \ V I m O z ' 13 * MIN. 6' LANDSCAPE AND ` �'� xo o 9P PROPOSED 5' m LOT LOT MAINTENANCE EASE MENT \ \ y3 do+so TA9�F CONCRETE SIDEWALK 82 3 11 F/C F/C 66 L W p DB-538z, 8-1 v. y \ \ \ LOT LOT 8 N LOT LOT �� 6'LANDSCAPEAND I Ln N J NO PARKING'... �" �- LOT \ 80 81 MAINTENANCE EASEMENT II I + ko I - 12 L I ; r 64 SIGN (TYP) ` �o DB.538z PG.138 19? ' I w - 66' HETIE-IN PROPOSED G-6 TO EXISTING CURB AT ENTRANCE VARIABLE WIDTH RIGHT OF WAY TO BE DEDICATED FOR THE ,PROPOSED ROUTE 742 IMPROVEMENTS TOTAL AREA = 0.123 ACRES. DB.5382, PG.138-192 zo' LANDSCAPING AND MAINTENANCE EASEMENT %TO BE PROVIDED FOR PERIMETER LANDSCAPING BUFFER 'DB,5382, PG.138-192 r I BUILDING PERMITS, ALL PROPOSED RETAINING WALLS SHALL BE ANCHOR DIAMOND PRO COLOR "JAMES RIVER" I I PROPOSED SEGMENTED RETAINING WALLS w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I I WALL MAINTENANCE EASEMENT DB,5382, PG-13 -192 I LIMITS OF 30' PRIVATE ACCESS EASEMENT FOR ALLEY DB.538z, PG. 13 -19z I TMP 90 35A1 ANG HOLDI GS, LLC D.B. 1026 .715 D.B. 657 P. 2 4 PLAT -PROPOSED GUARDRAIL I TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING 10 PARKING SIGN (TYP.) SPEED LIMIT SIGN I I _6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EASEMENT DB.5382, PG.138-192 OPEN SPACE B (0.09 ACRES) II I L� I ROLL -FACE CURBING FOR DRIVEWAY ACCESS PROPOSED HVAC UNIT (TYP.) TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) -WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 SIGHT DISTANCE=i7o' I I I PROPOSED I HVAC UNIT (TYP-) PROPOSED SEGMENTED RETAINING WALLS -w/ HANDRAILS- SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I GRAPHIC SCALE 1 inch = NO PARKING .Iu It, I SIGN (TYP) I PROPOSED GUARDRAIL PROPOSED 8' WIDTH I LANDSCAPING AND I MAINTENANCE EASEMENT TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING PROPOSED CG-z (TYP) - - - - - WALL MAINTENANCE EASEMENT - DB.5382, PG.138-192 PROPOSED 8' WIDTH ANDSCAPING AND 14+03.70 MAINTENANCE EASEMENT 'RIVATE TMP 90-35 EY EASEMENT DUANE E. AND ROWENA M. SNOW 5382, PG-138-192 D.B. 702 P. 792 NOTE: RETAINING WALLS SHALL D.B. 657 P. 234 PAT REQUIRE BUILDING PERMITS PROPOSED PROPOSED SEGMENTED RETAINING WALLS HVAC UNIT (TYP.) _,,,r unninonu c - cFF r PAnIKIr: cl-IFFTc FOR Lic. No. 035791,E 10/27/20 * ,1S70NAL E�Gl zZ o ¢ 0 a r- U m U � w [n O � z H o 1:1- ` m z Lu o li LuC C C. C C pcn 0 0 o 0 0 0 0 ti co � M O� N z C'7 WN J � � Cn W N IW V z LU J J W IZ-i z 0 L LL p zLu U Q O W Y LLI -j Q. H D ul U) J_ Lu z Lu (D L 1_ c z w J I J Q CD 0CD N u I w a Lnn JOB NO. 182157 SCALE 11' _ 301 SHEET NO. 5 p INAIt tMtI192V I R. - - N PROPO DSCAEE ` ' 38z, P . 3 - Og - VAR. WIDTH PRIVAT 4INTEN c�' EM T LOT 53 LOT 52 LOT 51 LOT 50 \ DRAINAGEEASEMENT ,- LOT 54 LOT 55 o, DB. s2 PG-� s-� 2 53 , 3 9 -� - / / 1A PRIIUAT€- LOT 5 o,PI�IV LOT 57 TE ATC' LIN SE 'SH T r -° r LOT SWIM ACCESS - RAI GE SEM p AI A 3 z,: E E T - I`� I I f l ` IIJ ,I 17 & FACILITY EASEMENT / OT 5 " L-- -- -- MH-z7 --- I i. LOT DB.5382, PG.138-192 --' \ VAR. WIDTHACSA, UTILITY EASEMENT (TYP.) MH-z6 L__ n ` I 16 io PRI ATE I \ \ B.5 8 DRAIN GE EASEMENT - - - - a 10' IVATE LOT \ _- DB.538z, PG.138-192 , AINAGE EASEM T 61 F _ °, �"' u i IDB.538z, PG.138-1PR �� of \ _ , ' LOT �5 S° 16+0o l _ �i i 62 VAR. ID T PRIVA�pGi38-19 C-) i DRAIN A EASEMENT �� vx 14 50 pB.S 82_' 1 pO U) I I i DB.538 , 138-192 POSED 8"x8" TEE 8" G.V. 17+00 I , <) d 14"00 - 1 LOT , , y _ - �° > zo P BLI 63 ��� - ERAI AGE EA MENT r LOT I; ! T PROPOSED 8" CL. �' 4 _ _ = z PG.1 1 ° z \ I I 6' LANDSCA E 52 D.I. WATERLINE o _--_ _ - 3 9 ��� I ; o b r 15 y [ i MAINTENAN E €MEN \% R x5 - _ PROPOSED WATER p i � PROPOSED FIRE HYDRANT I ti OP ED VAR. IDTH DB.538z, P�. 1->'� SERVICE LATERAL(TYP.) - I \ i' I LOT ASSEMBLY WITIH 8"x6"TEE I I / q � � i LANDS APE AND I I, i , PKOPOS�E ?5 1N-LINE G.V. - 6' L 'NDS APE AND i� MAINT ANCE E EM Nf I 14 1o' PRIVATE ! _ T_ \ / \\\ PROPOSED FIR YDRANT MA I 'TEN _E EAS MEN AND I LOT ' �I' DRAINAGE EASEMENT - - - Sz, PG MAIN T' DB.5382, PG.138-192 F r'-------------------- / ° AS EMBLY WITH 8"x6"TEE B Ii DB.538 NPG 38E 952EM ITI ' \� PROPOSED A.R. � I ' LOT LOT IIII I LOT - _ y LOT LOT 82 83 I ��°I LOT III p 64 MH-24 Y t ` LOT 80 81 I �`� I 12 VAR. WIDTH ACSA �� VA . WIDTH PRIVA �E ! PROPOSED SANITARY 79 i - EWERLATERAL(TYP.) - - I - � � � � � - - - - DR, NT I � LOT •I I UTILITY EASEMENT (TYP.)_ / I DB.538z, PG.138- z / V WIDTH IVAT DB. 38z, PG.138 19 ------ ----' I 11 i r I LOT � _-- I � I I o PROPO ED VAR. WI tYCNDSCAPE I l 7 LOT �- x`O = 78 DRA AG ASEMENT ---- yx / _ - AND INT€iJANCEE Eir1ENT - _ _- - - ---------------- III I 6cJPEA DB. z, PG - - - - - 10' PRIVATE DRAINA -- AINTENA E EASEMENT - �- F_ I 10 WALL �/ '( � .5382,PG -192 LOT 'ice - I ------ -- -- �II� MAINTENANCE i SEMENT „- - - - - II o= EASEMENT DB.538z, 13 - / J 77 - - \.\.� V1 10T DB.5382, PG.138-19z \ --- LOT { ; / %/ LOT % L I i � / i i:: .: • ..: T •:y ' �;._: r I 1 I r .III I TMP 90-27B I 66 PROPOSED WATER 76 �; • ..: ; .:: r _ _ / x LOT STEVEN W. AND BETTY C. JOHNSON ! I SERVICE LATERAL (TYP.) o / \ ✓ j o PLOP ED VAR. WI H LA SCAPf� ::: :: ; ::: j _ _ - I 9 L A D.B. 1026 P. 715 i I - y !: - '- 7 - i I M TENA EEA E(v1E _ -- AN A •o/ • r 1 "C I D.B. 629 P. 616 PLAT - I I r � � � .�:•� ,-' - - - �.r. I LOT I $ � 10' PRIVATE 67 l V - _• SIGHT LOT L DRAINAGE EASEMENT l r I ' - D15 1 0 DB.5382, PG.1 8-1 z I I, PROPOSED FIRE HYDRANT T N ASEMENT I 53 3 9 I ASSEMBLY WITH 8"x6"TEE ; _ _ _ DB 3 , PG�138-19z ! - I A - - - - ---- r - - - m I r 7 L I I� � 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 2o' PRIVATE DRAINAGE EASEMENT DB.S382, PG.138-192 PROPOSED 8' WIDTH LANDSCAPING AND MAINTENANCE EASEMENT IH-13 I I NOTE: SANITARY SEWER MANHOLES WITHIN THE ROADWAYS MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) - 30' PRIVATE ALLEY EASEMENT D6.538z, PG.138-192 ------ -WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 2o'ACSA UTILITYEASEMENT TMP 90-35 DB.5382, PG.i38-192 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 GRAPHIC' SCALE 30 0 15 30 ,60: ( IN FEED )0- 1 incli - 30_A� Lic. No. 035791 � 10/27/20 ,1S70NAL E�Gl� Z Z o J a a O u U w m � O [n � �••� Z o < l ` m z Lu ~ ce IN CD 120 11J N N IN IN N . m N po\ I 0 0 o 0 0 0 zo' LANDSCAPING AND - -- - L + - 20 PUBLIC it LL LOT i MH-2 +- it DR INANE E SEMENT -- 1 i 6 MAINTENANCE EASEMENT TO BE I 3 � � � � ' � LOT = ' '" - I D .538za, PG. 38-19z -' " '' Q'i = I PROPOSED SANITARY L9 PROVIDED FOR PERIMETER ! I I 75 I L LOT -- SWM ACCESS a I}o l------------------ SEWER LATERAL(TYP.) LANDSCAPING BUFFER E FACILITY EAS MENT Z I PROPOSED WATER - O DB.538z, PG.138-192 ! 68 -PROPOSED SANITARY SEWER _ ! D6.538z, PG.1 -1gz+I SERVICE LATERAL (TYP.)--- SERVICE LATERAL (TYP.) (/ T �I I 11 M ! I��---- PROPOSED 8"SDR-26 PVC- I LOT NOTE: ALL 4-STORY RESIDENTIAL UNI SWILL REQUI E ; ' LOT L RECORDAT ON INFORMATION: I � ,. M SANITARY SEWERCl I AN A A APPROVED BA KFL W DEVICE. � I Q THE SUBD VISION PLAT FOR THE PRO CT I - I S ! I � I 10' PRIVATEr � I cj � pD r I I � f LOT ,I I I L 0 INA E ASEM I RECORD IN DEED BOOK z P . 1 -i z. N I DRA G I � CO 00 8 8 DR PRIVATE 69 ° I I - DB.538z, PG.138-19 r N, 3 9 DRAINAGE EASEMENT i I I ALL ACS UTILITY EASEMENTS SHOWN HAVE BEEN � 4 DB.538z, PG.138-19z Ij 20' PRIVATE VAR. WITDH PUBLIC lri LOT co Z II I 1o' PRIVATE DRAINAGE EASEMENT DRAINAGE ASEMENT rr I +i 4 L PLATED ITH THE SUBDIVISIO PLAT. -- DRAINAGE EASEMENT DB. 8z PG.1 8-1 2 53 ram_ I � LOT � I 53 3 9 z .138-19 i�r � 11 I LOT � 1 N , � DB. 8z PG 1 8 -1 2 d 53 3 9 I O 10 PRIVATE ! LOT 73 N 3 w DRAINAGE EASEMENT I °�j I i �w+'�i I ill N 70 - - „ �I DB. 82 PG.1 81 z - 1 i P P ED D -z RO OS 8 S R 6 PVC 53 3 9 I _ - 1I - - PROPOSED 8 IN LINE G.V. 3 I •. �ml � T L �'' N w - LO _ - ! ____ _ i •�I I I I i - SANITARY SEWER( ) - - - -- PROPOSED 8 IN -LINE G.V. PROPOSED 8" C E ROP "IN NE i TMP' / --- - - - - j MAINTENANCE E DSEME _ v1 I LOT t VAR. WIDTH ACSA 5 PROPOSED 8" CL. / ;; 2 L a I 2 D.I. WATERLINE + UTILITY EASEMENT (TYPJ 52 D.I. WATERLINE r L PROPOSED 8"DIP I I' > ' ) ! DB.5382, PG.138-1 z ° I 72 \ i LOT _ v , !I III b6.538z, PG.138-192 , j SANITARY SEWER (TYPJ • ROUTE zo RIGHT-OF-WAY WAY DEED OF DEDICATION - ).J,J ! LOT PROPOSED FIRE HYDRANT / __ v .t - D.B. 88, PG. z I _ 1 L 53 74 J it I 71 ASSEMBLY WITH B"X6"TEE- a \ DECLARATION OF PROTECTIVE COVENANTS, _ r- - i I CONDITIONS RESTRICTIONS AND EASEMENTS DEED MH-2z ! ------------------------- qI -- HYDRANT') O .6.5382, PG.138-178 % I - I OF DEDICATION - D %� --PROPOSED FIRE ASSEMBLY WITH 8"x8"TEE - • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT U) MH-20 DEED OF DEDICATION- D.B. 5382, PG. 644-648 LLI 1­4 Z _ _- �- -I. ••` - - - _ - - • PUBLIC STORMWATER MANAGEMENT MAINTENANCE r I AND ACCESS EASEMENT DEED OFDEDICATION - D.B. -- --- PROPOSED TYPE A 5z83, PG. 654 659 H L9 J 15+5° BLOW -OFF ASSEMBLY • PUBLICDRAINAGEEASEMENT DEED OFDEDICATION 0- VAR.. WIDTH ACSA I /I - - - ° + _ __ - - T - - -� - D.B. 538z, PG 674-68o J UTILITYEASEMENT(fYPJ _'. - 10 50 - N - - - - -11+ o - ---- - - - 11z+5o - 3+oa - - -m 1 0 - -_ -� - _ - 1 So -G� - 1 +oo .- - - - - _ b W DB.5382, PG.138-192 I „ _ 5- < -. _ zo' PUBLIC... _ - -- --g-. ? Q J y DRAINAGE EASEMENT - -- - /ham* R x8 TEE U _ I P OPOSED 8" " PE A PROPOSED 8" CL. PROPOSED 8 x8"TEE / & (3)G.V, DB.538z, PG.138-192 ! - - - - - _ - - W J I_ AND - 8" G.V. Y PROPOSEDTY I BLOW -OFF ASSEMBLY I 5z D.I. WATERLINE (3) I �� MAINTENANCE EEASEMENT L - L J L - NOTE: SANITARY SEWER MANHOLES WITHIN THE CAPE A i - zo' LA DSCAPE AND i L, w \\ L J L zo' IVATE ,� - J i- / L J L _ J ROADWAYS MUST BE INSTALLED WITH THE MANHOLE - J - Ef SEMEdI 0 / _ _ _ _ - MAINTENANCE EASEMENT DB. 8z PG.1 8-1 z ! DRA G EMENT VAR. WIDTH ACSA - - - - - - - 53 3 9 TOPS FLUSH OR SLIGHTLY LOWER THAN THE DB. 8 PG.1 8-1 z 9 ���� °° ----UTILITY EASEMENT----------� D6.53 2 PG.138-19z ul D J53 3 DB. 8z PG.1 -1 z TMP 90-27 i I I PROPOSED TOP OF FINISHED ASPHALT � I IO � � T � I" I I U) zo PFjIVATE DB.5382, PG.138-192 J LOTIA LOT ° i' pRAINAGE EASEMENT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT o NOTE: MH-111S THE END OF THE SPRING HILL VILLAGE- W ROGER SCHICKEDANTZ LOT LOT LOT LOT 98 LOT 2 ° /6B.538z, PG.138-19z zo' ACSA OFF -SITE SANITARY SEWER EXTENSION PLANS D.B. 1244 P. 461 i it 84 $rj 86 87 $$ $9 90 91 92 93 94 95 96 97 99 ZOO Q 1 I N ; UTILITY EASEMENT I B. 629 P. 164 PLAT ! -_ - _ --- - - - -I - - -- 1 L - % i DB. 82, PG.1 8 1 z I I - - EASEMENT- DBA53z8E GE7o6 z l / � 53 3 9 Lu i D B. 530 P. 164 PLAT i III Ik- � � " Q 1/ SIGHT o' PUB IC } - - ; / I TANCE EASEMEN I - + - NOTE: SEE OFFSITE SANITARY SEWER PLANS c Z D6.538z PG.138-19z T FOR CONNECTION TO EXISTING SANITARY SEWER D AGEEASEMENT VDH. :-I- 0. r I MH-11 I --I i - t 10' WALL MA NTfNANGE I D6.5382, PG.138-192 MON. I r i I PROPOSED io' LANDSCAPING 6'LANDSCAPEAND EASEMENT C - BENCH MARKIS I DB. 8z PG.1 8-1 z AND MAINTENANCE EASEMENT - - - w I _ MAINTENANCE EASEMENT 10' PRIVATE DRAINAGE EASEMENT 53 3 9 I /. � I - _ CHARLOTTESVILLE GIS Aproximate `;� _ - y, + li �' �, - - - ROUSE-SIRINE - - _ NOTE: EXISTING OVERHEAD UTILITY LINES ALONG V0 Public Service Esmt. - - - - - - - - - _ - 6' LA ° ' I -------- ----- THE FRONTAGE OF THIS PROPERTY SHALL BE -_- i OS�'� - \ \ STATION 105 / D.B.221 P.305 ` 1 - - - NDSCAPE AND SWIM ACCESS & - Tv. MENT FACILITY EASEMENT REMOVED AND INSTALLED UNDERGROUND. ALL - Comm N 3882993.340 Pole ! i - - - 8z PGa 8 `' I -VRulf �h14 334.683 - - - -.,53 3 _ - ASSOCIATED POLES SHALL BE REMOVED. S O ! i � �---------------- � - - - �--- ____ _ _ Fiber oPt --- V t0 27.7t DHE OHN r -� J r--- - EXISTING UTILITY POLES `'� ',\ 11 r - - - - - - - - - - - - - - - - - - - - - \,� LE h1,5\ \ O i ---------- - TO BE REMOVED b \ �% - - - - - - - - \,\ O O ----- 2 2ne- -- ---------� -- _ _ - - - - _ Pole -- - ----- ---- ------ - - ----- --- --- ----- -------- ------------ ELEC TP - - - ---- - _ I Poe \ ' Irc lliro��Ul��i�o���1���0/////////////1///l/i/i///I/1/////I/////f//D/1/////I///00///l//////l///1/////I///l/1////�%//1///I//%/OI/// TO REMAIN//� Lle. &P - L - off E EXISTING UTILITY POLE _ - - - _ - ---' --�- _ ----- _-- SIUf�o---------- IP °- ' _ ' _ TO a a6i e. _ ____ c UNDERGROUND UTILITIES � �� J -"--- _ ---- / r ---- MAILBOX-- `'5c'0 MAILB X - - - D )HT OHN rn0 IPF NOTE: EXISTING OVERHEAD LINES ALONG THE FRONTAGE- - OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED - EXISTING OVERHEAD UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. LINES TO BE RELOCATED CONTRACTOR TO COORDINATE WTIH UTILITY PROVIDER TO TV UNDERGROUND AND RELOCATE ISTING UTILITIES ALONG ROUTE 20 Polec Phone U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH)4" HWPB.1 PG.354 y __ - -- MAILBOX MAILBOX El IN V IN VAR. WIDTH U IC DRAINAGE EA MENT DB.5328, PG.7o6 L EXISTING UTILITY POLE____ TO REMAIN -------___ --------------- --- ------------ --- MAILBOX - o w In JOB NO. 182157 SCALE 1" _ 301 SHEET NO. 6 p NOTES: 1. CONTRACTOR SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS TO ANY ROAD EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING ROADS AND/OR PROPOSED ROADS, EDGE OF PAVEMENT. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT E/P AND ROADWAY TIE-INS TO EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. _ L z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY NOTE: EXISTING OVERHEAD UTILITY LINES ALON SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. THE FRONTAGE OFTHIS PROPERTY SHALL B 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. REMOVED AND INSTALLED UNDERGROUND. AL S. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL ASSOCIATED POLES SHALL BE REMOVE[ INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. CONTRACTOR SHALL COORDINATE WITH UTILIT I i i TMP 90-33 PROVIDER TO UNDERGROUND ANDRELOCAT GRA HIC SCALE EXISTING UTILITIES ALONG AVON EXTEN EE JEANNETTE D. SMITH EXTENDE[ D.B. 4254, PG.118 0 o is ao so I 120 I I I IN FFj"r I I. inch C R. I ONE/ • ROUTE zo RIGHT-OF-WAY DEED OF DEDICATION D.B. 5388, PG.74z / I • DECLARATION OF PROTECTIVE COVENANTS, 1 / CONDITIONS, RESTRICTIONS, AND EASEMENTS DEED I OF DEDICATION - D.B. 5382, PG..138-178 j O I • PRIVATE IMPROVEMENT MAINTENANCE AGREEMENT CONTRACTOR SHALL REPAIR ROADWAY DEED OF DEDICATION - D.B. 5382, PG. 644-648 i i 2 • PUBLIC STORMWATER MANAGEMENT MAINTENANCE AND ACCESS EASEMENT DEED OF DEDICATION - D.B. IP 5283, PG. 654-659 • PUBLIC DRAINAGE EASEMENT DEED OF DEDICATION I TIE-IN TO EXISTING 12" DI WATERLINE WITH PROPOSED 1z"x8" T S & V /i EXISTING 12" DI WATERLINE it i I /10, PRIVATE ' DRAID1fCGE EASE iI DB�5382, PG 192 \ ------------- III I / 1o' PR VATE ( / / - - LOT LOT L0T i� h 6' LANDSCAPE AND D AGE EASEMENT P, �: LOT LOT 3O 29 II �AAfNTENANCE NT B. 382 -PG -19z \\ 32 I 31 Lill i /' DB.5382, PG 9z 33 \ �l PROPOSED 6"'go° BEND TO it LOT FIRE HYDRANT ASSEMBLY 34 V --'•I II / LOT-- _ - .53 8z, PG 674-680 /� i i' �•: 35 VAR. WIDTH ACSA ' \ ' LOT UTILIY EPASEMEN Ir_ /NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS 3 EXISTING u" DI WATERLINE �' ^ ! y / / " WITH THE PRO OSED TOP OF FINISHED ASPHALT F \ LOT AR DR I jr/' �/ E EASEMENT' ----'_- --SOfIREi 37 Sz D.I.WATERLINE PUBLIC \ (TYP.) PROPOSED 6" CL. i _ _.- �VE_ D I GMAI EMEN LOT - ���D6.5382, PG�38'192 - ---- _ , PG.138 z 3 y� 1z+oo I z Sol J PROPOSED 8" za.5°BEND. LOT LOT LOT \ LOT ---- x5. '� �• _ / �� 42 41 40 1 39------- 9 i \ PROPOSED FIRE HYDRANT PROPOSED 8" CL. 10. PRIVAT AR. WI PUBLIC e' 1 /4 ti DR GE EASE T -' IDRAINAG EASE EN ', � � /` c7"( ' ,50� ,���'.� H-15 - I .538z, PG 19z 52 D.I. WATERLINE iIDB.53 z, PI .138- 9z / 4C' Ali--M---------- - ASSEMBLY WITH 8"x6"TEE -- -J --- ; ,3$ i y / -�•.•• s _ - o , _ I LOT A fi I 28 IL III V Ww S'. D SWM ACCE DB.S3 zo' LANDSCAPING AND MAINTENANCE EA TO BE PROVIDED FOR P LANDSCAPING BUFFER DB.5382, PG.138-192 I , I 1 1o' PRI ATE DRAIN GE DB.5382, PC 1 1 i 1 I io' PRIVATE DRAINAGE EASEN iDB.5382, PG.138-1 I i l I � � � � �/ �i � • � z --__ - �_ � � ✓ / � ,',�-�'. II � i� i LOT �MH-19�' _ \ _ ° / � � /� L; I II• q III i / t - ii+ o -•- _ _ u f I' LOT r I (NOTE: CONTRACTOR i I III J 1 � / ' � � DAU PH I N D I E { � �^ /�� • SHALL EXTEND WATER i 26 / PROPOSED 8" SDR-26 PVCi j� �� e LATERALS TO UNITS SANITARY SEWER (TYP.) -�• / I _ _i i PROPOSED FIRE HYDRANT- T 1 LOT i'I LOT t-_ �� ASSEMBLY WITH B'k6" TEE 25 L [ 43 MH-i8 -- -- - -- �.�_ _ P \\`� `. PROPOSED WATER LOT F LOT SERVICE LATERAL (YP.) 24 I , 44 � PROPOSED SANITARY a I �`�s\, �'xs� ``•-�-� � � I (EASEMENT / WIDTH\��\ LOT %� it VAR�WIDTHACSA - PROPOSED8"x6"TEE`\\ \ \\'� i' 2 I III ! I I SEWER LATERAL (TYP " ' X ° LOT G.V. (i) 6 G.V. „ 3 L 382,PG.138-192 45 1 UIILIIYEASEMENT (1) 81 \`------------------ J 10' P ATE DB.538 , PG.13 -1gz VAR.`\\ LOT SIGHT ISTANCE EASE EIi1T- / p, PG. 49 z \ ------ ---- GE EASEMENT f _ILITY & DB1538z, 138 19z 46 LOT L�B.53 ��F9 �� / �. 47 0' PRIVATE � �� F �, -• � � � I I I PGS? 8EN z \ ; VAR. WIDTH RIVATE 4H DR INAGE EASEMENT \ x o° LOT DRAINAGE E SEMENT 8z PG.1 8-1 z " \ - 3 9 DR PRIVATE ��53 3 9 10 WIDTH PRIVATE 22 L I DRAINAGE EASEMENT �� DB.538z, PG.138-19z �� i DB.5382, PG. 138-192 WALL AINTENANCE 2 X EASE NIT ? UTILITYEASEMENT LUII / I I ��� �l --------- --- --- - I �� LOT � � I 101 0 PRIVATE I � io' AC��€SS &� `� I 21 Ii 1. T DRAINAGE EASEMENT MAINTENANCE L DB.538z RENT �I I y � LOT METER VAR. WIDTH PRIVATE - - -- = - - - io PRIVATE DRAINAGE EASEMENT DB.b38z, PG.i3$-19z- r 38z, PG.138-192 UTILIY EASEMENT LOT I - - - _ - - -I - - - THIPUBLIC sir II �z� 3, :138-i9 19 lI AGE EMEN ' �� L - `, -- iQINIlf38I n LOTF_PROPSCAPE I TEN CIEEM VAR.WIDTH PRIVAT LOT 53 LOT 52 LOT 518 p DRAINAGE EASEMENF��� LOT 55 LOT 54 �� �I o, i Ili DB.5382, PG.138-19z LOT 5 o+,P li -°+ 1 LOT 1�-PRivrAT€- LOT 57 RIV TE �I / PAI GE SEM AI A E E T n 17 SWM ACCESS - P 1 1 !• I l n I I ,I L a \ / 538z 138-1 LOT 5 D 3 z, G.1 8-1gz 11 &FACILITY EASEMENT MA CH INE-E EFT _ / I I �T5 VAR. WIDTH,�1 -- --- MH-z 7 DB.538Z,PG.138-19z �ACSALOT u OT 60 UTILITY EASEMENT (TYP.) MH-z6 _-- _ - - _ _ �� �� 16 I h 10 IVAT,E LOT 81gz All` EASEM T 61 \ \ \ -- vim• /DB.53$z, ' \`` MH-z5 " _ ,*� PROPOSED8"x8"TEE7 531 ! \ 0 16+00 - +-- I g" G.V. ..• 15 s_ - - � � - I � W_ � - i v 62 VAR. IDT PRIVA 0 pGi38 9 -W_ _. -. -.I +oo DRAINA EASEMEN �� 14 50 - 17 °- I M DB.538 , 138-192 4xp0 \ -1 LOT -- -- 9 e• r \ 63 / !f �° - _-- - - DRAI AGfEA MENT I r LOT L ! PROPOSEDB"CL. S'LANDSCAPE AD 5z D.I. WATERLINE O _ - 3 9 �� I J-° b r 15 II 1 MAINTENANCE EASEMEN _ PROPOSED WATER PROPOSED FIRE HYDRANT ti - P ED VAR. IDT V \ i • T x 1 DB.5382, PG.138-192 SERVICE LATERAL (TYP.) i" TEE - ASSEMBLY WITH 8" LANDS APE AND 1 I I I I I LO PROPO-S D 8" IN -LINE G.V. 6' L NDS APE AND III MAINT ANCE E EM Nf I Ii I 14 L \ 'K 6' MEN T i - - G = r,- - --- i � PROPOSED FIRE HYDRANT � AND i I � I I I LOT �I o / ASSEMBLY WITH 8"x6" TEE \ �\ B I Hz Az M MAINT NANCE EASEMI f�T I i - _ M N CE E -------- ------ •.. O I I DB.538 , PG.138-194 1 I I I I D P I I R POSED A.R.V. I 13 L LOT M3 3 LOT LOT LOT 82 O I °I I LOT 6� MH-z4 �� LOT \� 80 $1 I i 12 L I - - - VA .WIDTH PRIVA E VAR. WIDTH ACSA j PROPOSED SANITARY 79 DR NIT I III I LOT L III SEWER LATERAL (TYP.) UTILIY EASEMENT (TYPE Y % i I I i �I DB. 38z PG.138-19 DB.538z PG.138- z -� % \ VA .WIDTH IVATE I � _----- ----' i 1 � I I 11 I I _ i o % LOT - I LOT xh DRA AG ASEMENT � PROPO EDVAR:NiIDTi•I AN65CAPE I i bi I L IPi I - - -AND IPtTEi}AN�E E EMEPIT------------------ ! 65 ry x /• 6' NDS PEA 78 DB. z, PG.138-19z - I - - - - I I OHEI N P I S16.40'02"W 119.33'(tie line) I VARIABLE WIDTH RIGHT OF WAY TO BE DEDICATED FOR THE PROPOSED ROUTE 742 IMPROVE ENTS TOTAL AREA = 0.123 ACRES. DB.5382, PG.138-192 zo' LANDSCAPING - AND MAINTENANCE EASEMEN TO BE PROVIDED FOR PERIMET R LANDSCAPING BUFFER .5382, PG.138-192 I WALL MAINTENAN E EASEMENT DB.5382, PG .1 8.192 LIMIT D82, FPROPOSED 30'PRIV TE EAFOR ALLE 1G.138-192 ANG HOLDINGS, D.B. 026 P.71 D.B. 65 P. 234 P NEW 6.26' PRIVATE SIDEWALK, ACCESS, & MAINTENANCE EAS MENT -14' PRIVATE UTILITY EASEMENT DB.5382, PGs38-192 PROPOSED SANITARY SEWER LATERAL (TYP.) zo' ACSA TUTILITY EASEMENT DB.5382, PG.138-192 PROPOSED 8" DIP SANITARY SEWER (TYP.) WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 - io' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 1o' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 zo' PRIVATE DRAINAGE EASEMENT DB.5382, PG.138-192 PROPOSED 8' WIDTH LANDSCAPING AND MAINTENANCE EASEMENT I e-13 I NOTE: SANTARY SEWER MANHOLES WITHIN THE ROADWAYS -MUST BE INSTALLED WITH THE MANHOLE TOPS FLUSH WITH THE PROPOSED TOP OF FINISHED ASPHALT (TYP.) 30' PRIVATE ALLEY EASEMENT DB538z, PG.138-1gz - - - - WALL MAINTENANCE EASEMENT DB.5382, PG.138-192 zo'ACSA UTILITY EASEMENT Lic. No. 035791,E 10/27/20 ,1S70NAL E�Gl� Z Z O J Q O a U �_ w U w� O [n � H z O ` m z Lu li o 0 C o C 0 al 0 0 CD CD L9 ti M � M C3� N z M N J W O C� W N W '~LU v I J J _ Q wz L9 F__ J O 1 Lu z j Q V L: = Q _J W" J F D ul J J_ Lu Z W V - ; z JLu Q V / 0 O O N L Lu a In JOB NO. 182157 SCALE III = 301 SHEET N0. 7 ll 3 \ ~ - I'- - , Us - „ I ,� 578.00TW i RdUr- YD1 O YDi C - 59z= �� 59� LOT 53I I S - OT iB i I 1 574.00BW \ \ 1 - _ - - -- \ .om I 586.oa 5 -- -J - -. - - YD136 590 `- 5 MATCHL,I 1=IF ET LOT5z LOT5i L T5o 1 586.33 L 6.' 4 s80.00BW� \ \ \ _ 3 _ LOT 6 . �`.._ - - _ FFE- a '� sab.00TW \ \ Z t`FE ��•• DECLARATION OFF PROTKDTIVE OVENANTSION - / -I- �yp 8 ,, 5 g VAR. WIDTH PRIVATEr 59zLOT55LFFE- FFE- �1F� \ ` 1 1 - 4SWM ACCESS ` _ - ; - DRAINAGE EASEMENT- - 1592.00 59i•33 590.67 590,00 LOTVAR. WIDTH PRIVATE 5a oo - i GE P i38ENTFFEBSMT= FFE- a .00 gz,I QDCONDITIONS RESTRICTIONS AND EASEMENTS DEED /0 - _I _ - 59 I II o 5 .VDRAINAGE EASEMENT 7 59333 OF DEDICATION-D.B. 8z PG.i38-a78 &FACILITYEASEMENT S8 LOTS- FFE- BSMT/ Sy I 'I- SCS� PRIVATE IMPROVEMENT MAINTENANCE,PG.13 -178AGREEMENT 53 , ._ 38- 1 S / \ 8�00 FFE p � �. = v SE 16 1 58i 49 1 580.8 580.16 ;-I �i\ 17 : II 1 'S8433. I6 e zo' PRIVATE _ U53 S// DB. 8z P i x z 3DEED OF DEDICATION-D.B. 8z PG.6 6 8 .5 , PG - gz \- 8 86, - -- _ - - LOT 8 93 5 - 1 _- BSMT B�a / \ ~53 , 44 4 - -. TwSasf- o - 5 59z 83 BSMT- 8 o II 5 3 II SEi.i6 I N J LJ I DRAINAGE EASEMENT 1 U Lic. No. 035791PUBLIC STORMWATER MANAGEMENTMAINTENANCE - -LOT.1BSMT= 84 = - -- -_ - 1 580.50 579-s3 -_ I / - LOT6 1� DB.5382, PG.138-igi� \ \ I -- --w sz - / FFE-5 3.5 r- X 1 _AND ACCESS EASEMENT DEED OF DEDICATION - D.B. i 59 58367 \ 6 1 -583a7 _ �1 1 �fFE- - sg1,33 80.z3 1 - a- - 10 27 20 i o 6a F- LOTSo -' S9i•5° 1 8 00 Y X--- Po 1 1 5z83, PIG 654-659 I _ 0 5 ,' � 6.00 _ FFE= _ 5 3- ' sa3a3 - N _ . -- - - " 1 578 `z YD5 I; 11 '� \ - 5a>_.6y 58i.67 I ' 60 ISBo 566.00Bw - \ -- - - - _ 5g) .cuss dG\ _ -- • PUBLICDRAINAGEEASEMENTDEEDOFDEDICATION _ 1 _--- _ -/� ri \ \ FFE= rao.83-'r581.6]' 1, !, 5 I .a_ I _ _ ----- g - =--I s�� /,' 1 .), j •�'- C 1r III 580.00TW 1 ZONAL E I h _ - - 11 1 BSMT- 1 sz 6 _ _ _ - D.B. 5382, PG 674-680 _ - 576 I - - _ E z ` 80. - 570.0 \ _588.83 - BSMT= saz.33. I I saO 47 g - 37 . 7 s7 a5 - 16A - �5 / , _ 1 \ 7 I - ,- - io PRIVATE J///,. BSMT- DRAINAGE EASEMENT Tws84; - - -- - - ' - 00 DB.532PG.138! 2 - Bws7s LOT6i FFE= 579.00�e.67 - - - - - - - - S77.°O - - - - k \ r ._ 58,.3g - i o r� 16+0o i6 ' / PROPOSED S AX. GHT-6' _ VAR. WIDTH PRIVATE \ \ y_ s +oo' W ( 5 5 rp ` _ I - 069 - �� sow �51 i° -- • i6B - is - / PROP SED ORM H PROPOSED WALLS A A \ V DRAINAGE EASEMENT So - _ + SEWER SYSTEM \ (MAX. HEIGHT=6') \ \ �,f-- - - > D6.53 G.i38-�9z YDi3 ;, \ Y O 11V _ _ - 4 16 0 1 ' 1 \ 1 L2 FFE= 5 �' f 6 Bw Sao YDizB / 57433 576.67 TM 64 \ \ \ 14 _. + I• •.1 �I. 68 6a,eoBLV----� -V- �V --�- I ARD w ao jo.33 LOT / / �s .- , ` ao.o > / PROP ED 8' Y LOT 6z o 57 79 s78 az y.00TW , kc IN SYSTTEM. J - -- --574.00 , ' S79so /- �O ----- [ 5 - 5-.- -s- ---- --- r -... N -----��\ �3 1 -.:I / , -II'f FFE= '-5 568.00ew FFE= / ? 0 94- _ = -- W } - - - - - I x5 - s7967 s79.00 r 574• A \ \ 571.67 - y. ��...s" _----' �- _,. � 58z.00 _ I / � , L c4i \ \ -570 f / �"iz � i A v � - - io' PRIVATE \ 568:67 / \ \ -57133 / s�6 ; S o I , f it j LOT�z.67 s7z.o 111 \ \ \ \ \ Yl DRAINAGE EASEMENT / % ___- _ \ \ / -- -_ _ - 20' PUBLIC. ' 7ff 4: 3 \ \ _ - - Z L / DB. 82 <_ 6 - / / ?so / \ DRAINAGE EASEMENT / S70 56z:a s - - Q i 9 \ 5 9 ---- \ a orw 0 57 ` ' 50 +. A \ / %' . �o, - 1 > / _ r - •I I ,I 557.00BW. `SO - - - v a I s7 ,spew I \ � � 93 � �PG.i38�gz 53 � FFE- ----- p PROPOSED STORM, 3.6 ` LOT 81 80.00 LOT 83 : / 570.00 LOT�L36 0 A .. .. ' ° ?� 576.68 N u 9 7 �s _ ' 57o So _ S7oJ5 -_ O 57967 _ i I� ` 57o.00TW \ _ - - U CID [ 570. - - - ��' FFE- 6y.00BW ---^-------- F . y l 33_ - - \ i OT 8o FFE= 8i. BSMT= s - - _ o U PROPOSED 3' DECORATIVE WALL Oq� f - - SEWER SYSTEM 574 , " (NOTE: WALLS 3' IN HEIGHT OR LESS DO f 577.6j LOT 79 FFE= 582.00 BSMT= 13 0 - �p 1 -- ti � n4.o5v �, � _ 57 5 - -- --- �----�--- w to NOT REQUIRE RETAINING WALL PLANS ' . FFE= �� l^ �v i ° i 57 7 BSMT- 6 o LO i7 3 LLI A 560 _ 57� 39 5 / �� 568.00 56i.67 5 6.9 J \ / Z - ) ! r 57O.33 1 BSMT- z.i6 LOT 8r J I\ III S) / a \ FIFE 80.00 - r 1 VAR. WIDTH PRIVATE / 1 0 . 5 1 s LOT 6 -�- /- 9 LOT 8 SMT= 570.17 DRAINAGE EASEMENT - / / / / / O ) ado w 5 4 �. o. 7 _ PG.1 - - - YDiSD LOT -i p y / / - - W 1 I 2 w� B za ss�s - 7 44 yi s7 a9 ns �o FFE= 578.00 _ _PROPOSED YARD DRAIN SYST� J J FFE= LOT 65 - - _ ♦ BSMT= 68.1 5 , ' 1 °PROPOSED WALL (MAX. HEIGHT=6) --- -- - v 1566.00 3 ' io' WALL MAINTENANCE EASEMENT _ 568.00 / - °- o 5 7 YDi B II -- -- - _ a. - ii I E 560 - - - I ,. Nn FFE= I,� _ x� VAR.WIDTHPRIVATE ��------- - - - 7, b I � � 1, _-� r DB.5382,_PG:i38-igz Y J6 568 33 gP6s64 X !e �z.33 DRAINAGE EASEMENTS YDiSA - -S7o - YDiSC - - �568 / / G - - 564----_ - III o O _ B.538Z - - - _ _ _ - - - I -. - " 56 .SoTw- \ En FFE- 575 33 - 668 6 . / 1 j -- -- w w gg--- I-e > P 8-1 2 �- 566.0o s a oo w I _ TMP 90-35 w w' 566.5oBW - - - - _ :.. = 5 5.5 568 - - - 6o.00BW s - - BSMT- 6 0 3 9 s 6z.00Bw - w� 566.5 - 90 k 76 5608 - L 3v I A DUANE E. AND ROWENA M. SNOW % - � I ° - �% \ LOT 77 "•? 560 ooBw-558 � - _ - -. YD4A 560 � I � FFE / W -Y / NOTE: CONTRACTOR TO INSTALL RIVAT 8" /FFE= 572.67-----_----- -? 556 _-- i, a 561.o X ssz.00TW D.B. 702 P. 192 ' -- 566.00 I _ - , \\ _ •I r / >"• 160 67 96033 ssa.00BW D.B. 657 P. 234 PLAT / DRAIN LINE FOR ROOF & FOUNDATI N DRAINS FFE= BSMT= 562.83 YD15 i i 566.00T ------ L I II / WITH io' PRIVATE DRAINAGE ASEMENT-566.33 \ - - _ o0 TMP-90-27B = 6o.QoBw - - ---- 60. TW YDi6F - ,_ _ / ; 8 y - ,/ io = OT% - - ss 1 11 s NOTE CONTRACTOR TO INSTALL PRIVATE 8" 8z PG.i 8 i z ! I I ! FFE S s.6 ss4.00sw DB-53 . 3. 9 566.67TW LOT 6� o / - 55 DRAIN LINE FOR ROOF& FOUNDATION DRAINS STEVEN W.,AND BETTY C.-JOHNSON 563.676w l o / / r - YDiSE 64- i _-,_._ _ YD4 �59.0 L 6 / 5 - A WITH io' PRIVATE DRAINAGE EASEMENT D.B. 1026 P. 715 06g i se .6 N i - D.B. 629 P. 6,1� PLAT f ti 89 , ti s6o. Bw: io6 . D6.538z, PG.138 19z _ I LOB 6 \ � - -- i L 8 � III + Ili o I (', \ 88 (� 6 s A FFE= 5 667 ss ?s H 7 - - 5 o T ' ' I - 56333. L n. 20' PUBLIC \., 5 / " I > e 1 557.00 .3 4 1o' PRIVATE / FFE= 6 0. µ! I 'DRAINAGE EASEMENT ). 5 3 7 1 .87 -ri.,n -- I V. I T] 56woW DRAINAGE EASEMENT I 38 , f G 8 9 \ _ IF 6 oz I sso.00BW DB.5382, PG.i38 i9z 56i ooew 560 -SSB -- - PROPOSED D L p 555.0 Asa 7X s34_ HI DRY SWA E / - - - 556 �I I i I 5 0.00 -� - B / `V �9 11 i L T 6 F III ---- ' .3, _ Sz S 1 _ ' • 9 LOT I ,; � ; I - 5 5 /I/ I I i- FFE= ? X SSz.00TW / YDi6E i LOT68 - ~ FFE- 61.00 A S 15 z _ - r' 553.0o sz6 54�.6gt saB.00aw io' PRIVATE 1 r1 FFE= 8z sse $3 s6o.67 BSMT S51.17 \ I YDio SWM ACCESS & - EASEMENT Y? DRAINAGE EASEMENT 5_6o.o0 _ - -- - a .50 - FACILITY PG i3� igz - 55z -- - -- DB.5382, PG.138-192 i 5s7:�3 Bi LOT74 - - - ~ S$0 1/-------- - 6o SSo ss967-I FFE= 5 59 3 - _ e 846 55933 FFE= I �. I 547 aBW m- FFE= - S5549 3 549• l T 5 r ( oI o s u, BSMT= 8 / o0 0 559°0 548 67 547 37 ' ' 'I r NOTE: CONTRACTOR TO INSTALL PRIVATE 8 - 9 o i it I DRAIN LINE FOR ROOF & FOUNDATION DRAINS L _ o l 099 I \ I 559�33 `� 561 6 j 1 0 /'LOT 69 -- ° - / io' PRIVATE FFE= T 54 .67 5454 _ 6 8-�09b - 1 O �I -- - � io' PRIVATE � S� , DRAINAGE EASEMENT YD16D1 s TL r 55�.3s--::558.00 - LOT DRAINAGE EASEMENT D G.13 y1 z 5 L o 20' RIVAI I `�I 58DB.5382 P_G.138 -i9 zo- PE 54 z RLOT BSMT E EASEPGEM.1 EY$ND-T z ] 8 - I / �/ �+oogB I•e'' 5LFF5O4O4FF4EET3_.65o DRAINAGE 5-3 7 sDB8PGi8E_55.SS 2 - -T- 3s5L44sz a637 a:a°ss°� _ I� I+ DRAINAGE EASEMENT 8o DI sI I DB.53$2, PG.i38-1g2- oo saz.4 556.67 FFE= o-Dio 'PRIVAT LOT71 zoDRAINAGEEASEMENT 00° FFE= 557.545,I6z 557.33 rIl- g-q 3 ' / _ / 543.0o I r ---, -,- - �, 5 ,�,�I � �-� ,-. sy -_ . - �55,4 __ 0-_. ------ ,----- --- •_ sds=-- 55.83Y- 57 zo'PUBLIC 77. DRAINAGE EASEMENT 5 76 8 o I IS' o\o ANE �3 31+5DB.538z, PG.i38 132 27 TMP 90 6 PROPOSEDSIORM ' PRIVATELOA �fi-z/y SEWER SYSTEM ROGER SC ICKEDANTZ RAINAGEEASEMENTj = D.B. 1244 P. 461 _ 58B 1\ , rt 13 4 55- 5 z L. 555.78. ® SSs s3 55490" 554-z J-. 55z.90, SSz33:., 55o.io 49 3 547 9a - - 54,.- 87u I 54437 43 37 54a 47, `54z � 540 9 54oa8 xh / / 1- 56A D.B. 629 P. 616 PLAT 'u"' I 75-..- mow- N- �° i_• D.B. 530 P, 164 PLAT y} $I Tr 5 w IIIF� 1 III}��I W - 1 - 556.z5 1 56.z5 55559 I 55z.84 IS o.i7 48.i 4475 :.I 4z.75 54z4z \ 1 / '' _ - 6.z z: a. o - .o - - 1 ' - ' 1 II s 5 S56.z5 54 9 5 49 50 - - 46.0 44 9. - - - 4a.og-- II 1 74 - - L_J L-J L _J' I 1 L-� L -J I - c;. \ ,���� // I 56B 73 J L J L-J L -J L�J 1 I L-J L-J L-J _ LJ J L--� I \ YD16C LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 8g a LOT go LOT g1 LOT 9z LOT 93 -LOT 94 t fl g� LOT g6 LOT gj LOT 98 -LOT gg LOT ioo 54o w 2 /�� l - - / T / - - %- - - - FFE- _ I 53asw 4 __ - - q %(-- ---f ---� -- -- -- - FFE= _ - - - FFE= - 1 o i I FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= I a 1 FFE= FFE= i FFE= z o8 FFE= I / 1 a o • . ,,, / 2a' PUBLIC. 1 ! 556' & 55 5 55 5 •58 555.92 555.z5 I ' 553-17 SSi.83 SSO-SO 549 83 548-5o I 1 546.42 545-_08 544 4 543. 54z.42 541-75 DRAINAGE EASEMENT e" Ines S 6. 8 6. 8 556 I I - - _-I _,I - 3 / i / / 3. \ 2 z _ - SSz-6 __ 8.004547 - - - 48-5� -- 54oTw 1 ci / / 1 DB.538z, PGaa38-ig2 7 S56.o8 556.o X 556.0 556.o X SSs 4 AC 55475X 7 X SSa33 3� 1 i 54933 X X 1 544:5 X 39z 54a.5 X 541.9a 54a.z5 O 1 55 a.z i. z -- i. z - 5433 i ga.83 i4 5 01 S94 S - z_ s1100 49 7• -8 z, 539• z 6 2 q 55©-.7 49 9.25 55 55 4 55 4 5�4? V�H YD 6B o o •/ a s Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) YD-7C - YD-7B 8 3.50 9.7 10 YD-76 - 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-BC - YD-BB 8 3.50 9.7 10 YDI-YD-8A 8 3.50 9.7 10 YD-8A - STR.48 8 3.50 9.7 10 YD-8A - YD-10 8 3.50 9.7 10 YD-10 - STR.54 8 3.50 9.7 10 YD-12A - YD-12 8 3.17 9.0 10 YD-12 - STR.92 8 3... 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 16.0 16 YD-13J - YD-13C 8 8.58 19.8 20 YDA3P-YD-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.7 20 YD-131 - YD-13H 8 3.50 9.7 10 YDA3H - YD-13G 8 2.67 8.0 10 YDA3G - YD-13F 8 3.33 9.3 10 YDA3F - 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 YD15C-YD-15A 8 6.67 1MIJ 16 YD-16C - YD-16B 12 3.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 14 °. . i .ao i .005 .6 i .1 1 y 55 5 9. - 8 8i' •54 4 54 > , 47 5 - - -- 47 r 4 9 4i.o o i -__ - - p��p� se 534.as PROPOSED VDOT CL. Al RYPRAP LINED PROPOSED WALL'tIVIHX. HEIGHT=3-5i.00- °X ssz3oX X X o 546. -- - - - 111_ C CHANNEL FROM PROPOSED CURB CUT n L -�55 .3o X si.i6 . ?C X X . X' . 54z.85X X: X 54 �44X: g.SSk 538.0 ) ! �_ 548 `a NOTE: CONTRACTOR TO INSTALL PRIVATE 8" °j 3 o a p PROPOSED BENCH MARK IS s. vAR. wIDTH Pueuc CHARLOTTESVILLE GIS o ' WITH A STONE DEPTH OF 15", INSTALLED u _ _ _ 01 2B I i� RIPRAP DITCH o RAINAGE EASEMENT Va Publ cr Serva.te Esmt, i M ssa f'\ I YDi6 SWM ACCESS & WITH of PRIVAATE DRAINAGE EASEMENT RAINS, _ s� + 1 I WITH A FILTER FABRIC UNDERLAYMENT. No scams _ DB.5328, PG.7o6 ROUSE-SIRINE D.B.221 P{305 Tv. I 1 : ' - FACILITY EASEMENT - - - - 2, PG.a38 1 z - SWM ACCESS & 2q -` I aATION 105 / Polg i i i i - _ -- - - - - - - - FACILITY EASEMENT Y > I e s'� _ D6:5382,G.136zg - -',- 1 - - �36- - - - - - 3882993.340 DHE OHN / / PROPOSE D SWALE .\ 547---- --" ' ' - \ _ -- 2 - 1 / - - - - - - - - - - - - -- - - - - -I - - '-El4 823'34.683 ---- YDi6A - - iiz-------- - --- _ _ ALE ---- / _=--�. -sso ---� r----------- - -- --------SN'------------------SIB'----------------- ---- --- 95 - -- --- - io6.- ----- -- �" ----- -- - --- - - ---------------- - -J -------------------- -------- - T ------------ -- off -1 \ 5� /5ll5/o/////O/1%�I///O/TO%//✓/O ,PROPOSED UNDERGROUND SWEONCILITYR�- j� -1���1109 AT�_r - -a -� MANAGEMENT DETENTION a� -- -- -oO -- 8 - -- - / S � g6 r -536 - - - - V _ ioz \ 6 T - U.S. RT 20 (80') SCOTTSVILLE ROAD (55 MPH) �' m 4- --- IC SCA'I \ ----- - - + - - >oi - ❑ --- �-- ° � h HWPB.1 PG.354 i ,, � -�---- ___-- 30 0 15I 30 - S 1 MAILBOX IrT.nuol -- -- - MAILB X - - _ _ - - - - - - - - _ _ )HTOHTV w \`-- --- --- �� ---- - ---- - - -- - --_ ---- ---- PIF Fri cn -- �sso --- fiAAILB X - --- MA - _ _OHT OHN_ - OHT OHN �- - - _ _ _ - _ - MAILBOX L1 - - - - - - - _ - - - - -- - - _ FEET-) ~ I7 _ \�`� -'J INVIN� �o __-'- �� i fi z MAILBOX � ---- Lu C o C 0 0 o 0 0 0 r > CII M 3 N N 0 z> Q� a C) J W" N Wo W > z - LU Q L J 11 0 > � z w 1 n w LL < o z0 s 3 o J ' Q W1�1 Q V Q o _ 0;5 o 1 WU \�\ z E 0 � Pn J Q� a o �l _ J Z L ~_ � w w z_ w �y Z U LL v, ^ CD z w N - Coz z LU V/ o a J LL. Q ° PIS v N 3 U O O ACV X s S IiIIIN me L w a Ln JOB NO. 182157 SCALE III _ 301 SHEET NO. 8 IA99, I I I I I L I I i / 43, i - ' GRAPHIC'S`CAL ,05P n9' 42 - - - > 36 0 15 i 30 62' \ / ' ' 130 i ' i - LN _FEET -T inch = 30 ft.63 -099 i - I 0.60 100'PRIVATE DRAINAGE EASEMENT DRA N 623. -E�4 6Yy r' 622 E ROPOSED WALL (MAX. HEIGHT=6' , 62o -- i - - ez&BWW _YD8C 9 i I '--i/// // _ j'0'r- vJ. /, /YDBB - - IIi' 6z4W - - - ' ' - , / /-----i i YD8 _ I - TMP 90-33 - - --- - ' / PROPOSED YARD DRAIN SYSTEM �% o� \ �5� 'FFE= FFE= 621 1 6zz.17 BSM i ! 626TW I - - - - - - - - , I I JEANNETTE D. Sf�ITH' , \ - / / v I ` 621. 1 5 SMT= I 6 zBw -I' - - - - - - - - - - - - - - - D.B. 4254; PG.118 i // _ / 620.8 s SMT= 6iMT-, - 4 -049------ i//' / '' Apo io'PRIVATEi� BSMT= SMT=1 6i 3 613.0o it - - - - L DRAINAGE EASEMENT 611 7 i" _01 31 _O 3o 6 z.67 WALL �` /6 32 6L, 7 �, I MAINTENANCE ti9' - 6vI+ i 619.00 61 6 _L0' 02 1 2; Phi•. z .pl 6 FFE- k0 I - ! su.00 it L T 33 33 EASEMENT 621. O I 6n.33� .. i __ _ 5 D6.53 z PG.1 8-192 SMT 616TW ------/--- __620.84 6i1.67 � �6� � .-j _ I szaBw 9 _ 7- - - - - t �O 9 ` _ i ,-✓ / s - -617.5o L �. LOT 3 ,.'.. - Ob - - - - - - b SMT= LOT s szz:z - - _i - _ - �� 38 E 63v 620.84 611.00 \ 1 o o °9`83 l -610 O / YD7 LO - ,� 33 - -_ -- \ � � -�i-� _ --- - _ - ��// _ SMT= ..1067 612W - -cG, 1611EW . - - �- - - ' �z5.00 6 YD A FFE 4 611.00 0 45 _ 7 65 . 6 ' �. - �-`• / /-----_- I � - - 300- --_ -- -,�o _ B M8= � 10.67 _, s+oe--- .- 12+50 - --- ' -0- OE9 i } L \ O 1 I YD7D 6 FFE- _ 611.00 og.as 48 _ I - - - - _ X', ' - - - - - .. �. - / o 37 � I % a�� --6zo.84 LO � _ TMP 90 35A1 _ LOT42 -FFE= _ FFE= by og: x �S: 5 - ' ANG HOLDINGS LC o BSMT- 1a.67 - D.B. 1026 P. 715 VAR. WIDTH PUBLIC 61i, o, 0' •� / � ,X • / � FFE- i.FFE- .,i i � - o / :R WIDTH PUBLIC. DRAINAGE EASEMENT 631.84_ 631.37 628.50 6z 8 7 9 - - S 4 \ �6ia6 0 D.B. 657 P. 234 PLAT DRAINAGE EASEMENT � DB.538z, PG.1,38 g2 BSMT= SMT _ i SMT=, a' r v 621. 616- A �. 3 - 34 62z.00 _ b18.67 3- 92 LO 1 v ✓ YD 61orw i v v� 63° �6z1.67 ii 4; LO LO 39 �ti ° Jz P1 ' 9 -- - 6o6BW A 6n.00 I`618gg __� 61567�---I --�� � � ---_ __� _ I'i \ 1 rn \ - ; . - �- 2 ,., • w ' ��✓ i. FFE--3og-°o �o� i4 1 ljl A V \ V A I 6og.3 L \ \ \\ \\\o\\\ \ l N 3 (Oo- {�;• F ,I� III \ \ \ \\O\\\ \ \\\ 61448 �5 w ' � i a'> /���'r�. � - '`� . ,, �; " -- - - - ' '___ : •. T �h 6o6.00TW`. \ \\ \\ \ _•3. s. • ='...� •'•. 3zA _ ,�. _. .;_ ��._:.- � - �9 / �. '� �° /il' �.. 60733 L -� 600.00sw'\\\ A v /�� s1+; So - r aaoo � _ - � • ' �, - .- � ' ' %� it ' , r �, I \\ \ \\ \ \ \ \ I \ ` / - - D LOT6' S < _ 1 ... • 4 zo' PRIVATE �1 ,c � V ` PROPI SEWER SYDSTEMRM � if DRAINAGE EA � 1 3 z DB. 8z PG. oA � 3 i 53 � I LOT / I " P'a EMENT FFE 5 2 -- LOT4 - __. \/ 2B -- .- �. - - ;. s�--:-... __ -- 3 34 3 i _ I i ... [°h "� ! NOTE: CONTRACTOR TO INSTALL PRIVATE8"0333 60 00 . 56�.0 _' I 6zz.4s 6zs.43 �57 DRAIN LINE FOR ROOF& FOUNDATION DRAINS b -FFE= _ �� - s29.0o - - - - - - WITH io' PRIVATE DRAINAGE EASEMENT= - 6 E 6oaoo s�9. c i. -/ �-' \ 22 601.33 T2[+ 5,4b !�I 592.0 I / ' BSMT- LOT 621. 0 _ r ( \ OB -t< �\ z 38�__: _'r O I I; s9o.00 w _ - - - FFE- _ 10 PRIVATE u L - _ 6 IVI LOT 3 DRAINAGE EASEMENT 6az.gzl 6zo.ag,: i, 617.59 .i So L 23 �' 59k:oa6w BSMT- -k5- YD1 N _ _ i - - - : • . e � I FFE= s99.00 I r 'OZg 00 - -- - - - DB. 82PG.i 3 6zE 47 f 4 LOT - do \ 599 33 L s w 6zo.8 9 337_ - t FFE OT \LOT 8 49 \ \ ✓ 3 66 _ - 6z4 i FFE- -- -- --- - _ DRAIN LINE FOR ROOF & FOUNDATION DRAINS - - BSMT � i i 6a5.gz 3 5 FFE- p NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 61 0 617 9z } I \ + / \ 9's BSMT= BSMT- 620.58 - - - o�, ' SWM FACILITY & \ 6zo - --616.08-------� -i /- - - - \/ - - + _I 613.41 00SMT= BSMT= I - 6 \ F u S9 -- LO zz WALL ACCESS EASEMENT_ - 10' PRIVATE - , 608.08 / " ° \ YD6 FFE= ` MAINTENANCE EASEMENT DB. $z-PCri 8-i 2 i _ VAR. WIDTH PRIVATE 6io, io' PRIVATE 0 5 4'°° 593 6 / 6 - . 74 9 L5!9L4-�31, ;IID6.538�, PG.i8--igz 3 9 DRAINAGE EASEMENT 9 8-1 z `\DBAINAGPGASEMENTDRAINAGE EASEMENTWA5L MAINTE3AN9CE EASEMEoYD14 w \ G• 3 3 B. 8z PG.1 8f3. 2 ( - ) �c 5 LOTS \\ \ \ ti - 6 YDi3K - - - - _ ROPOSED WALL MAX. HEIGHT-6 \ FFZ= s PROPOSED DRY SWALE -- -T- - \ - - - - YD13L 3 3 \ \ \ \ - - , - Ol9- / 10 - - - ~ - - 06 YDi3M 600 f YD1 I 9 ?L ° s�s --- - - 60 - - - - >6 - - � ews9a � \`0 ' ` •� f ' 33 r I 590 608 r .. \\1 v` SFFE= $90.00 589.1 s82.00TW \ \ \ \ -- - _ 9 I. YDi3H VAR.WIDTH PUBLIC t I 578.00BW \ \ _DRAINAGE EASEMENT OT'�° \ \ ' t\ VAR. WIDTH PRIVATE - -- YDi F YD1 G L - + 5400BW \ \ 602 - -DRAINAGE EASEMENT- - - - - 0 - - - - YD13E _ 3 3 _�2 J _ _ 59\ 1 F sa4.00sw _ - c. �9 h 590 33 5s8.00 4 ss 9 - 3 - 6- -559.50 1 PG. 8 r zl i8 \ 9 zo r 33 LOT \ \ \ - 606 YDi J 598` - - � PROPOSED YARD DRAIN SYSTEM 96 YD1 D 59 I 588 �9 -_ - 578.00TW - - -- - - - s r - YD1 O YD13C /\y E 78OT531 1 'OT g6�600 ss475'. III L,-I 6...TW \\ \\ ---- � 3 - ,_ 5 z--_ - "OT 6 \yz.;o-- iCN -,SEE 5_ -,5 5 1 I 6 --- I'i �, sa6.00rw - - - YD1 B / / � � - 2 - - LOT 2 LOT i - tOT o _ _ I 3 11, - - 89.00 VAR. WIDTH PRIVATE LOT 54 FFE- FFE FFE- P \s \ \ ooBW 0 SWMACCESS _ _ - - - - _ __ : = EE \592.00 59 33 590.67 59 I 3 LOTS \ - - - 8 - 5 9 DRAINAGE EASEMENT- - 591 59 1. _II O 586.3 6 5 � -. _ VAR. WIDTH PRIVATE s .o0 - 8z,� 1 8-z z ^S FFE BSMT= II - n & FACILITY EASEMENT DRAINAGE EASEMENT s8 \ ' LOT 3' FFE= z"67 BSMT I BSMT 80.16 ; / 584 33 5 4 668z ° zo' PRIVATE \ \ \ DB.538z, P . L38 1 z 1 s / \ FFES o 582.16 I 581-49 I 580.8 5 17 - 5 PG 192 S8 86 _ - LOT 58 - 593 5 BSMT 5g Mg3 ' \- \ Sszs3 81.16 3 W L DRAINAGE EASEMENT 1 TW 88f- O - i - 2.8 .I s 58o so, 579.83. II \. / I 1 'I , -- - s _ LOT FFE- BSMT= BSMT 84 583.50 li 5szso II x I_ --- 1 _ LOT6 DB.538•z, PG:x38 19a_ \ $ /W 58z �_ � - 59- S91 50 8 6 \ S I � - . 5s3a7 --- x -- � � 8_ T 5 = � � i fFE= 5so z3 _I 1 0, 6 LOT_bo 8 00 , 5 3 7 x I 7 YD Ss164 $ 580 57z.00rw I h9 5 FFE= \ BSMT 5 3'\r"5sz.67 Ss333. I II_-- _ - a 590.83' 81.6 1 I a - 581.67 6.0 5600TW \\ \\ 88.8 - BSMT- I s . _ - -- li 574-ooBW \ i I 5 7 � \ I � -- --_57 .87 �r578.45I` -" 16A a.ee„ /� s74.00BW - _ 5 3 - 5 33 ,��, m %'y �'� J- - _ _ _ _5sa.47" - _ 79�65� _ i Z�-�.580. I - _ -_ 1 _ \ io' PRIVATE .' YD13A - 581-00 ,/- 1 \ 1 _. - -= - •... �-..:, - ?-- 70 L \ \ \ (BSMT= '�' I r 581.a4 - _,•, .'-� �\ DRAINAGE EASEMENT rw5s4/ , - < L - i \ R 0-580.67- � _ I B.§38z PG.138 i z _ Bw 5 a - - LOT 6 FFE- 76.5orc \ \ \ \ \ �I - ., a \\ 579.0 578.67139 581. B • / �''-�` 9i -- . I O 6 i is so �[p 16+00 i6 ----- C 1 ° \ 9 1 \ \ \ PROPOSED WALLS ( AX. HEIGHT=6'S / p65 _ VAR. WIDTH PRIVATE \ r r - is 000 _ - -� - - �5 - - / --r PROPOSED WALLS \ - DRAINAGE EASEMENT \ S7gso _ - __I - __ 166 �4 - . PROPOSED STORM (MAX. HEIGHT \6') 0Ary FFE= D6,53 G.138ig2 YDi3 �, / YO AWAI'�- ^_ _ - i6+5o 1 SEWER SYSTEM Tw µ i 6 � I BwSso YD1zB �� 57433 6.6 / IA, zO. , � I � �, ''� ,�••���-- � a 64 Il' 566.0oTW V A \ \ B. /T1t+ �.� •''. ... .. -... .'�---- -"-- \�. I ", z� __68 6o:eosw--- � -\- �-- awjo.33 -LOT 6 LOT 62 / 5 s7 49 578.1z 67 qq ooTW ROPOSED 8' Y RD'' - v 3 / S8o �' Sso-o _ - - --- -- 0 1 i r 568.00BW \ \ DR IN SYSTEM - - - 5 5 5° / - 5 i z9 l F 6 3 0 00 s73.67 . 0573 z4 . \ \ \ 1 -� }.9_ 574 \ t ¢ LOT i�5 A, o \ \ \ i m I . , - - 571.67 � • : x3 / - %- } � . � 57967 - o i79.00 6 I 581.0o O \ \ \ I I v h� \ �. - - s73 ss °• � - S 5s1.67 - � FFE= � 1o' PRIVATE ,[. / rSq / \ \ \,..-571.33 - / �: - - .j\ - 571.67 157101- - - - 2.00 5.7<, 579 4o A .� 1 $70 LOTDRAINAGE EASEMENT \' /<' \\ - \ zo' PUBLIC L- 570 56z.00rw S DB.5382�95---- \ / a / / o \ \ \ DRAINAGE EASEMENT 7 v ' 5 r ss7.00sw 6 w 53 r 3 9 569.6 15 .o \ PG 8 1 z FFE= \ = 3/ / - - YD1zA---- 57 750 ._ xo i 579-67 LOT81 _ L5 LOT8 570.0o LOT z ' t 570.00rW \ 5° \ o tint -SEWER SYSTEM 3.6% 574 FFE- 81. FFE- 80.0o FFE= 57933 564.00sw \ NOTE: WALLS N HEIGHT OR LESS DO °� - OX 06 // !I' \ FFE- 82.00 5 33 BSMT 570.17 LO 1;- 63 LLI i [., ° / S7o.33 --- \ �' \ tOT8o 5 �" ( 3 I s4 y .s7 , 3 LOT79 5 BSMT-571.50 BSMT 569.50 FFE= '� i1FFE=(�. 4 p • r s _ r - 57 J 68.00 6 6. NOT REQUIRE RETAINING WALL PLANS)' ° J 57°$3 \ / a / FFE 580.00 \ BSMT= 2-16 \ VAR. WIDTHOPRIVATE S 57.67 s 91 J I\ \ I y' SSo9w LOT64 -- - 5700° I•// ,78/ BSMT=57o.17 'DRAINAGE EASEMENT - - - \\ - _ YD1 D gl DRAINAGE DESCRIPTIONS PIPE INFORMATIO I INLET INFORMATION STIR. NO. DIA. (in.) LENGTH` 01 SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION 36 DI-3B CG-6 8 626.17 35 15 159.59 0.51% 621.92 621.10 RCP 34 MH CG-6 - 631.25 33 15 74.04 2.26% 621.00 619.33 RCP 32 DI-3B CG-6 10 626.50 31 15 131.17 10.67% 619.00 605.00 RCP 30 DI-3B CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10 RCP 28 01-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 RCP 26 DI-3B CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI-3B CG-6 4 608.25 23 15 56.62 7.19% 600.00 596.00 RCP 22 DI-3B CG-6 8 600.67 21 15 98.58 7.78% 592.00 584.33 RCP 20 DI-3B CG-6 10 589.92 19 15 38.02 3.29% 582.75 581.50 RCP 18 DI-3B CG-6 12 588.08 17 15 75.76 7.04% 577.83 572.50 RCP 16 DI3C CG-6 6 577.42 15 24 27.79 0.90% 569.75 569.50 RCP 14 DI-3B CG6 10 577.33 13 24 44.70 6-33% 568.75 565.92 RCP 12 DI-3B CG-6 8 570.92 11 24 120.50 6.29% 559.00 551.42 RCP 10 DI-3B CG-6 10 566.42 9 24 131.35 4.76% 545.00 538.75 RCP 8 DI3B CG6 10 543.75 7 24 66.86 1.99% 533.00 531.67 RCP 6 DI-3C CG6 6 539.17 5 24 64.02 1.- - ------ ------ RCP 4 DI-3B CG6 6 536.00 3 30 78.31 1.79% 529.00 527.60 RCP 2 DI-3C CG-6 8 534.00 1 30 30.16 0.839k 527.50 527.25 RCP 2B DI-38 CG-6 6 534.25 2A 15 42.41 1.77% 529.17 528.42 RCP 6B DI-3B . CG6 14 539.50 6A 15 37.95 2.85% 534.00 632.92 RCP 8B DI-3B CG-6 12 544.00 8A 16 35.22 1.42% 537.25 536.75 RCP 10B D13B CG-6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 16B 1313B CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 30B DI-3B CG6 12 610.92 30A 15 28.62 2.86°h 604.92 604.10 RCP 328 D1-38 CG-6 10 626.50 32A 15 27.72 1.52% 619.75 619.33 RCP 44 DIA CG6 - 641.75 43 15 186.10 1.02% 63---- ------ RCP 42 D13B CG-6 8 841.00 41 15 178.91 1.44% 635.50 832.93 RCP 40 DI-3B CG-6 6 637.75 39 15 174,25 2.71% 632.83 628.10 RCP 38 DI-3B CG-6 6 633.58 37 15 44.24 4.52% 628.00 626.00 RCP 48 DI3B CG 5 6 609.33 47 15 46.83 0.68°k 602.42 602.10 RCP 46 DI3B CG 5 4 608.92 45 15 54.77 3.47% 602.00 600.10 RCP 54 DI-3B CG6 12 544.75 53 15 46.67 1.05% 538.58 538.10 RCP 52 DI-3B CG6 12 545.08 51 15 131.98 3.71% 538.00 533.10 RCP 50 13I-3B CG-6 8 539.25 49 15 39.24 6.37% 533.00 530.50 RCP 66 D1-3B CG-6 10 595.33 65 15 184.89 11.21% 589.50 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10.52% 568.67 557.52 RCP 62 DI-3B CG-6 10 562.33 61 15 107.75 12.44% 557.42 544.02 RCP 60 1313B CG-6 10 549.33 59 15 106.81 9.13% 543.92 534.17 RCP 58 DI-3B CG-6 8 539.92 57 15 48.29 4.97% 533.42 531.02 RCP 56 D13C CG-6 6 538.08 56A 24 120.02 0.54% 530.92 530.27 RCP 56B DI-3C CG-6 8 537.75 56A 15 43.70 0.53% 531.25 531.02 RCP 588 DI-1 CG-6 - 538.00 58A 15 34.13 0.67% 533.75 533.52 RCP 70 DI-3C CG-6 8 576.17 69 15 28.48 3.16% 571.17 570.27 RCP 88 DI3B CG6 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 0I-3B CG-6 6 559.00 81 15 96.83 3.17% 552,25 549.18 RCP 80 13I-3B CG-6 6 555.00 79 15 44.75 0.51% 549.08 W.85 RCP 78 MH CG6 - 554.58 77 15 77.99 0.51°h 548.75 548.35 RCP 78 DI-3C CG6 B 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% 547.92 547.60 RCP 72 MH CG-6 - 554.25 71 18 19.87 0.86% 547.50 547.33 RCP 94 DI-3B CG-6 8 577.00 93 15 85.75 9.13% 570.50 562.67 RCP 92 DI-3B CG-6 10 566.58 91 15 37.69 0.61% 560.25 560.02 RCP 90 DI-3B CG-6 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 D�1 CG6 - 582.00 87 15 75.70 L22% 557.42 556.50 RCP 96 1 DI-1 CG-6 I - 534.00 95 15 25.51 0.67% 530.00 529.83 RCP 106 MH CG-6 - 536.00 105 96 236.91 0.73°k 523.97 522.24 RCP 102 DI-3B CG-6 12 529.58 101 42 48,49 0.89% 522.14 521.71 RCP 112 DI-1 CG-6 - 527.58 111 24 36.57 0.71% 522.50 522.24 RCP 114 DP1 CG-6 - 524.50 113 15 44.85 0.74% 521.00 520.67 RCP Lic. No. 035791,E 10/27/20 * ,1SIONAL E�Gl 'Z Z o J a O a m U w O Z) In � ` m .a. z LU o ce r14 rN W I pcn .-I M �0 001 O CD. --I O O O O .--I ti - LU C � M v °w o � � N N 0 CIO z > [ a W N J 10 w Cn 0 N Wo W > z Q L LU z J _J 0 �, > z (w� o LIJ �� v o L9 F__ z_0 s 3 O J 1 Q W 0 Q (D p _ U Q o W a i- z'E D P n Qc a o �l Ul _ J Z LJ w_ z �U Z �y , ^ vz c) z w �!/ co o J LLU ' o a Q ° PIS v N 3 U O O X S U w a [=n JOB NO. 182157 SCALE III =301 SHEET NO. 9 0 GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED 1" SM-9.5 OVERLAY 1.5" SM-9.5 SURFACE COURSE GENERAL CONSTRUCTION NOTES EXISTING 4" 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE PAVEMENT fflMIM111 INTERMEDIATE COURSE E C 2. DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 1. PRIOR TO ANY CONS7RUC770N W/7H/N ANY EXIS77NG PUBLIC RIGHT-OF-WAY INCLUDING EX. STONE \ / /\ / / /\/\ / / / / / / sueeasE / / / / /�/\/ /// %/�/\//\✓�j // // 9.5" 21-A Rm CONNEC77ON TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA - \ \ \ \ COMPACTED D/ BASE CouRSE \ \ \ THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR Of 10 OR GREATER DEPARTMENT OF TRANSPORTA770N (VDOT). 7NIS PLAN AS DRAWN MAY NOT ACCURATELY � suecRADE COMPACTED IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE SUBGRADE APPROVAL. REQUIREMENTS OFTHEPERMIT 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 CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS NO SCALE NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF 0 SS OTHERWISE D. N D l9 T E NOTE ASPHALT PAVEMENT SECTION SHALL MATCH 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONTROL J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE W17H THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, 1.5" SM-9.5 THE EXISTING PAVEMENT SECTION. DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT GRADING OR OTHER CONS7RUCRON• SURFACE E COURSE COURSE SURFACE COURSE TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED SEVEN FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERMIZEQ SEEDED, AND MULCHED. 5. ON WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). S 5. THE MAXIMUM ALLOWABLE SLOPE IS 21 (HORIZONTAL: VERTICAL). WHERE REASONABLY 1" BINDER INTERMEDIATE COURSE 6. 7. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, OBTAINABLE, LESSER SLOPES OF 3'1 OR BET7ER ARE TO BE ACHIEVED. INTERMEDIATE COURSE 6. PAVED, RIP -RAP OR STABILIZA770N MAT LINED DITCH MAYBE REQUIRED WHEN IN THE OPINION \ s" 21-A BASE COURSE j\%�j SHALL BE STRICTLY ADHERED TO. OF 7H OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A BASE COURSE / / // / // / // // / // COURSE // ��/� \/�j // \�j couecRnE \\%/ \\�\/\ \ \ 8. ROAD PLAN APPROVAL FOR SUBDIVISIONSSUBJECT TO ANAL SUBDIVISION PLAT VALIDATION. .SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRAINAGE CHANNEL. ENGINEER, 7. ALL TRAFFIC CON7ROL SIGNS SHALL CONFORM WITH 7HE VIRGINIA MANUAL FOR UNIFORM \\/ COMPACTED \ �/ SUBGRADE ASPHALT PAVING - AVON ST EXT THEN AN PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. N 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE TRAFFIC CONTROL DEVICES 8. UNLESS 07HERWISE NO7ED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS ASPHALT PAVING - PARKING SPACES NO SCALE TURN LANE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. IN. NO SCALE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA77ON MUST COMPLY WITH OSHA STANDARDS *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONS7RUC77ON INDUSTRY (29 CFR PART 1926). ASPHALT PAVEMENT SECTION SHALL MATCH 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. THE EXISTING PAVEMENT SECTION. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR 13. GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: SURFACE SM-9 5 INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 3"-4" BM-25 INTERMEDIATE COURSE ROAD NOTES ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. 6" ASPHALT s R N 5 5" 21-A BASE COURSE��/ \ l i kilikilikil // '0 A" % GRADING: /O / % �/ � /�\ ° § \ COMPACTED A VDAA VA�A D�VV A VA / iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF \ / SUBGRADE 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA ROADBED BASE MATERIALS. COMPACTED ASPHALT PAVING - PUBLIC /PRIVATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS SUBGRADE PROJECT. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, r 5 ASPHALT PEDESTRIAN TRAIL NO SCALE STREETS 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. NO SCALE 2" SM-9.5 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED SURFACE COURSE VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD 1" BINDER 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. INTERMEDIATE COURSE SUBGRADE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. E 21-A USE BAcoMPSE �cRED DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) vA THECON RESPONSIBLE FOR A OFONE WEEK PRIORTO SUBGRADE ASPHALT PAVING - ALLEYWAY FOOT. ABOVE PHASES TO SCHEDULE EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. INSPECTION. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD NO SCALE CONDITIONS INDICATE. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION ELIGIBLE FOR STATE MAINTENANCE. SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS I I POINT OF R/W ROLLRB c/L FINISHED GRADE R� SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. GG 2 CURB PAVEMENT: 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS{� APPROVAL THE PROPOSED METHOD OF CORRECTION 4 AGE (VARIABLE WIDTH) NOTE: CONCRETE SH BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. a . STOPME r r 4" 21-A STONE BASE 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. a I 9' S IONE 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1' zs I (TRAVEL LANE) (TRAVEL LANE) r BASE CONCRETE SIDEWALK I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 17' E/P-ESP 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS NO SCALE BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE 22 PRIVATE ROAD R/w COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED TYPICAL ALLEY SECTION - ?,?' PRIVATE ROAD PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. (PRIVATE ALLEY) 15 MPH DESIGN SPEED NOT TO SCALE ccc-s 5' WIDE CONCRETE CURB & GUTTER POINT OF CURB GUTTER 5' WIDE CONCRETE W& SIDEWALK FINISHED GRADE SIDEWALK 1L, / } 1 EXIST. GROUND SURFACE 2% 2X 2% 2x EXIST. GROUND eve 6PLANTINGTRIP ':Tq,:p..: "' .:; ? 6' PLANTING VVOT 21A 4 7 4 T STRIP 4" IKDOT 21A \\ STONE BASE4' p,q 21 STONE BASE EXIST. GROUND Sm1E SUBBASE STpyE BASE B,15E 5 fi fi 5 EXIST. GROUND 2.5 2.5 1.0 1.0 (TRAVEL LANE) (MEDIAN) (TRAVEL LANE) j- 36' F/C-F/C 1 61' TYPICAL NEIGHBORHOOD STREET SECTION (61 ' R14) ENTRANCE OF DAUPHIN DRIVE (PUBLIC ROAD) OS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPI}ED^' 25 MP12r EXIST GROUND CG-6 FIN7 5' WIDE CONCRECURB & CUTTER FINISHEDNISHED & GU GRADE CURB GUTTER SIDEWALK 5' CONCRETE SURFACE SIDEWALK 2% 2X 2X 3: EXIST.GROUND ...,,. O EXIST. GROUND VDOT 21A 4' STONE BASE t 5 6' PLANPNG $TRIP 4ST BAD SUBBASE Si 9qg p�K 6 A 10' 10' T' 2,5 (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 8' PLANTING BTRIP 4. 190T 21A STONE BASE 6 5 1 EXIST. GROUND 56' R/W TYPICAL NEIGHBORHOOD STREET SECTION (56' R11#) PORTIONS OF DAUPHIN DRIVE PUBLIC ROAD CS-SSAR RESIDENTIAL & AfIXED USE SUBDIYISIO STREET DE ION SPIi'ED.^ 25 dfP11 PARKING ON ONE SIDE ONLY CG-6 5' W10E CONCRETE CURB &GUTTER POINT OF CC-6 AIDE GRADE CURB &GUTTER 5' /OE CONCRETE. 1 SIDEWALK SIDEWALK }.1 \\ EXIST. OR AD 2R 2K SURFACE 2R EXIST. GROUND 6' PLANITING STONE BASE 4 2fA 7 4- T F 21 4- TROT 21A SUBBASE STONE BASE EXIST GROUND 5 6 BASE EXIST. GROUND\\ 1.D 10' 10' 2.5 1.0 (TRAVEL LANE) (TRAVEL LANE) r 24' F/C-F/C 1 R/w TYPICAL NEIGHBORHOOD STRAWT SECTION (43 ' RIAV) BERTYYN LANE (PRIVATE ROAD) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH ON -STREET BUMfLOUT PARKING ONLY lE RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES R C� R GO 5' WIDE CONCRETE CURB & GUTTER SIDEWALK POINT D GRADE CURB &GUTTER CG-6 FINISHED k 5' WIDE CONCRETE SIDEWALK �l },1 EXIST. GROUND 2% 2T SURFACE 2% 2R EXIST. GR/OIIN - 6'PU�NP NG ':;`,: '..'' "-..., •,. 6'PLANPNG STRIP 4* VDOT 21A � 4 7 4 T STONE BASE 2fA SUBBASE 21A STONE BASE EXIST. GROUND B EXIST. GROUT 1.0 5 6 TO` To' fi 5 1 0 (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 1 49' R/W TYPICAL NEIGHBORHOOD STREET SECTION (49' R11 r) LOYOLA X41' (PUBLIC ROAD) AND POiTTIONS OF DAUPHIN DRIVE (; I BLIC ROAD) AND SXERIDAN STREET (PRIIPATE ROAD) OS--SSAR RESIDENTIAL I MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH ON -STREET BUMP -OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL VARY IN LOCATIONS. OF THE BUMP -OUT PARKING SPACES AND AMENITY SPACE Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dip Dauphin Drive (Public Road) 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 0.6 15.68 Loyola Way (Public Road) 283 2 303 4 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 SIDEWALK (WHERE REQUIRED) CONSTRUCTED ADJACENT TO AND FLUSH WITH INLET TOP SEE DETAILS XS-3A AND XS-3C PLAN NO SCALE VDOT STD. CURB - DROP INLET (DI-3) WCO zCC =U oa J oz Ol wa U Qi 0o ¢o 1.6't SECTION A -A NO SCALE TRIP GENERATION, �' / CR. p1 11 -100Ltl.!/LOT Lu INS zI_ 791TRE��ti RTfl31n RtflBin 12 pry Y. .19.E �. v,. '•'� '. ---------------- --- BWI�YgNi s an: Ares may be conaele -- Boom of curb may follow slope of suRbese prowal a minirnum 017 Full mantalned- r-1 A in 2 R 01n Rolaop Curb V/ Z Z 0 J a 0 2 m U S w Ln � J z O H- Ln z L�L/I c ~ ce II LOT - BERWYN LANE 3 ADT T V ?e4 Lor Lor Lor LorO Lar Lar Lor Lar Lar Lor Lor Lor r 1 1 Lor .Lor Lo mr mr 10 F 9B 000 S BS BT 89 D 90 91 94 gy 94 gy 98 99 gg 1 4 En o 0 0 0 0 0 , ,• t t t OFFICE t r BLDG. DISTRIBUTION . I i o.1 CD CD CD CD�� �-- - zo%RESIDENTIAL r,� L _ ______J Sorb COMMERICAL - TRAFFIC - - - - - - - - - - TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (ioTH EDITION) ti ioo MULTIFAMILY HOUSING (LOW-RISE) - CODE 220 M io,000 SF COMMERCIAL OFFICE SPACE - CODE 710 (PHASE II) ("i RESIDENTIAL COMMERCIAL (PHASE II) M ADT: 732 VPD (366 ENTER/366 EXIT) 98 VPD (49 ENTER/49 EXIT) AM PEAK: 46 VPH (ii ENTER/ 35 EXIT) 12 (io ENTER/2 EXIT) {IT }z z ENTER io EXIT LL or) 17 z Q CG 6 NOTES: Q I. THIS ITEM MAY BE TECAST OR CAST IN RIME. J 2. CONCRETE TO BE CLASS AS IF CAST N PLACE. l� 1 4000 PM IF PRECAT, y. COMEINA N G TTER A CDRB \ TRITER HAVING A RCURB 04 w FEET OR LOr OF FEEL FACE CURB) ` y FOR M RIdN. LONBINAOIXI SHALL SE PAIDCUTTER. CURB W COTTER. ♦. FOR USE DRANN:E Q LATER. THE fOTTdt OF THIS CURB W WTTER E B TSTABILIZEDFT IS CURB & GA �� Bf E COURSES A D TOITH TO THE POPE SUBBASE Il0 TO THE DEPTH OF > T. THE vMErENr. O. S BUSIED FROUNDII• FOR THE USE IO Cal 6 BASED ON RB/BWAY CLAISFIC HC NDIXI O R TEGROM MICROSPEED N I2AIM. INAPPENDIX PlfiE SECTION ON Is LRAM UMID/EIOS. ON1 LJJ J I w . D . ro ATT T WII N w TEE CONTRA m 0 W Slope break for drainage, if req'd. Bissello R- 2 Feet a s d $ >a ai Bock of Curb 11; it g g il. 0 � of :iii i o i j a Him Pit i I Constr. Cry Joint Mainline Edge of Pavement Driveway Entrance Warp Transition Roll top curb Port Plon ctf Entrancm Transition FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL Radius Return Warp rdrb profile to match ry66WaY entronce apron ?rode thine 4 lest eoch side of apron above invert fine. lh'IveWay Enlr.. Apron /0. Ranlap Curb Part Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION COMBINATION 6" CURB AND GUTTER ,a5 503 VIRGINS DEPARTMENT OF iRM$POfliATICN NOTES: I. THIS TOM NAY BE PRECAST OR CAST 01 PLKE 2. CONCRETE TO BE CLASS Al F CAST N PLIDE. 44DO0 P51 F FBEGST. 3. CUM MMM A RADIUS OF 300 FEET OR LESS ( LONG FACE OF CURED WILL BE PAD FOR M RMIIL CURB. 4. TIE LFPTx CF GUie YAr BE REOUCED M M9CH IS W COW DEPTHI OR INCAEMEO M MUCH AS Y' (21" D PTM N a R TINT THE BOTTOM OF CUB W CONCOE WRH THE TOP OF A COURSE OF THE PAVEMENT SUBSTIRCTURE. OTxERMSE THE DEPTH IS TO BE IB" M SHOWN. XD MLaf1ENT N THE PRICE Ba IS TO SE MIOE FOR A DEClEISE On M INCREASE N DEPTH. 5, CG-2 15 TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR Cal AS SHOWN N APPENDIX A OF THE VDOT ROM DESIGN MAIUA. IN THE SECTION ON ITS UBM STNBAfDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED E"°K` STANDARD 6" CURB ws 502 WRGINA OEPMiIEM W TRNSPoRTATIW J i y U) z_ J LU LL L9 L� 1 LLl DM DF TIE GARB MO O 0 AY BE CONsTBU m rVLU TO llSLOPE Di LL y AURSES PROVIDED A �/MV PROF 7" qED. z 1 W v Q w LU '-' O �> z ``�T /evil BOUT NO OiMIDMD5 v) J REVISION DATE 5"EET I OF I Ul 2D1.03 � liveliest 2 I eo-a z N�/ LU - ; z_ W ^ rise Q 0 0 O 0 CV ROM NO BRIDGE STMDMDS vSpN DATE SHEET I OF Ym.01 W d U1 JOB NO. 182157 SCALE AS SHOWN SHEET NO. 10 i 9 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 2'-0' TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED T TO THE MANHOLE. I 2 SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE, S" PIPE S" 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% 1 DD' (1/4- PER FOOT ) T S. 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN O PIPE DIAMETER OF 4". O.D. 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 72" OF 3 FEEL CONCRETE ENCASEMENT SALT TREATED FINISHED GROUND MARKER PLUG END OF - MAIN LINE-� I SECTION SERVICE LATERAL IN LANE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 1• COMPRESSION " 3/4' NAME FlPE OR APPROVED EXUL SECTION A -A NOT TO SCALE LENGTH (VARIES) 'Arl • - ..fffS���1 f1^VDOT NO 1 STONE BEDDING C INITIAL BACKFlLL BEDDING I STONE 4 STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION ALL BENDS FOR KW WIDEN TRENCH TO ANCHOR IF REQUIRED. $ �X BEDDING AS REQUIRED -_-MIN T SECTION 1-1 #68 STONE 3.0' MIN. -- -- - J' ?T'Y_i GKANULAR FILL AS �APPROVED BY ACSA STASTABLE SOIL OR ROCK, .•;Y ?°::•:.. ..:�:'r i•. i.. i:::':i:. NOTE : UNDISTURBED I 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. MATERIAL ^- A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. ELEVATION 3.THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMBED, CONCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. BE BACKFiLLED WITH COMPACTED 21A STONE AND TOPPED WITH 1S" OF VDOT CLASS 1 RIPRAP. SEWER DUCTILE IRON WATER TYPICAL STREAM CROSSING N.T.S PIPE INSTALLATION & BEDDING FIG. S-7 NTS 1D-38 FIG. W-2 TD-2 PE T' 901'T COPFOR PER RES USE wJ ERMCNEo R OLIA FAMILY Rasl°ExnK SExxas ➢R DMAL xEs°ExnN. AMC IRMCAMON SERMCES. rw'w' TEE 36"MIN 24' NOTED EMBEDMENT a. MIN. No SEATED Rrnws [� Y, SPRING LINE OF PIPE REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFlLL+ (6" LIFTS) ' THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL U AUSTM ASS AND MEN NUT UNDISTURBED EARTH UNDSTURENEO AUL-THREN) RODS_ ,�VALVE �I011ll��li� 24 MIN UNDISTURBED EARTH ELM \/\\�CLASS A-3 CONCRETE SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL. SIZE OF FEE CU.YD. ( CU,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 221/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 20D 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8" 45 22 1/2 2.66 1.66 26fi 2.15 2.77 2.69 0.28 0.13 3.16 2.91 26fi 0,32 11 1/4 1.66 2,16 2.67 0.13 90 4.83 3.83 3.42 0.83 TO" & 12" 45 3.33 3.58 2.95 0.43 3.63 4.00 2.83 0.52 221/2 2.33 2.56 2.86 0:24 11 1 /4 1.83 2.33 2.84 0.18 UNDISTURBED SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES LARGER DURING CONSDiUCT10N, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. SIZE, DEAD ENDS AND AT VALVES, USE 2500 P.S.I. CONCRETE. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. CROSS ANCHOR RESTRAINTS FOR VALVES THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & S12E OF ALL THRUST BLOCKS. ,yTS CONCRETE THRUST BLOCKS Fig. WI INTS FIM W-3 ro-e 4" DIAMETER BRANCH AND VALVE � - BOX PLUG PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS "o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT (;�5)L NOTE: HYDRANT MUST TE I TO HIGHWAY DEPARTMENT APPROVAL.EQUIPPED WITH CHARLOTTES- a H,VILLE THREADS WHICH ISTHE LOCAL STANDARD. FINISHED GRADE OTT R. LINS �-+LENGTH OF BRANCH VARIESC. NO. 035791A�(2L 6- MIN 2'TO10'(270�% 1H"-22• 10/27/20 NG4'�'7 CU. FT. ALVE BO ADJUSTABLE TRAFFIC RATED i' 1'" p68 STONE I II VALVE BOX W/ LID `r'SIONAL ECG z u 5] 42"HIE ';" 6" GATE i N VALVE .' TEEX B. µ 77 P.S.I. CONCRETE BASE AND THRUST BLOC BLOCK AGAINST " UNDISTURBED STABLE SOIL. STEEL PILE 'III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. 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. 5. 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-1-D,E) SLOPED AREA ---T � M.J. GATE VALVE w w i ( WATER DIVE 6 O O F 2500 P.S.I. Z Z f CONCRETE "S A 2'x 2' BEARING AREA. , w =) O =) j O THRUST BLOCK •, G V, a. Z J J { J { A < 4 O Q Q Q < .. w 0 of CT_ � w w { u U) j CD CO F NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (e) INCHES ABOVE GRADE. r A w LU fA Q Ce I v, Z J ¢ Li' a d' a ~ o F- _ TYPICAL GATE VALVE U) Z CJ I NTS > > ,� W � W LICIT FIG. W-5 Woff w w f TD-9 �i tII� f N Z Z { O O { In In " F M Z 1■ 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN O r. Dual SERVICE !,. '• RUBBER COATED STEEL " HAUNCHING CAST IRON LID WATER MAIN RESTRAINED JOINT FITTINGS STEPS CAST IN PLACE 3'-0" MIN e. ,• 1• COMPRE59°N x 3/4 MAZE PNE CWP¢Np N0. 68 STONE - - �• 18" METER BOX PRECAST REINFORCED V /� OR APPflO,EO GOAL - • TYPE •x. BEDDING 6" max + \ SPAT COPPER 4" min 1i '-1� Y �j� M._ rn o CD 0 CD CD 0 OUNDATION SHALL BE ON-LINE CONCRETE SECTIONS , 161 I BR_ ANCH LU N 0" RING SEALS QI REQUIRED WH�N SOIL (TYPE "'B") -F12" -► FOR USE ON DETACHED EwOLE FAMILY CONDITIONS ARE UNSTABLE MINIMUM ELEVATION Tr _ 0 o METER IS L MRMDE BIIERE AN IRxlcgnop ALL PIPE) ,`ti ti FROMDIFFERENCE ACRTO OSS M.H. 5" 0°ET 'I o UO 0 0 CD CD METER Is Mar PRANCED. ' SINGLE SERVICE titi ti°i, SHALL BE 0.20 FEET. - DEPTH OF FLOW - d p NOTE: ,�� VARIES THREADED COUPLING CONCRETE VARIES 4 2" 0 sww "" sNK1 E usm ox PVn HPE. 18" BRASS NIPPLE AND PVC 1 FILLETS PVC SLEEVE CHANNEL TO BE 1_ o CAP 3/4 DIAMETER OF e RaJ 6" EXTENSION T LUBRICATE ALL THREADS CONTRIBUTING "'i-- PwsxED GRADE NOTE " .: . •.. iv SEWER. ...... 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE THRUST BLOCK BACKFILLED ENTIRELY WITH NO. 21A STONE. fi" METER BOX SEE FIG. W-7 •'.aW ModBIxO ( ) A FILLETED INVERT FOR A SM00 '!a' BALL METER (� •::,•'•: NOTE: a Box 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED PIPE SLOT VALVE TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION WITH STAINLESS STEEL ALL CONNECTIONS TO Y4`aT& AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 (2 PLACES) N0. 57 STONE INLET &OUTLET PIPE SHALL BE MIN. 6" BEDDING BAND EXISTING MANHOLES SHALL i` 3B•MIN. °MnEr> c°PPERE^ER STONE SHALL BE PROVIDED' PROVIDED. ' E"° °�1X°� 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" M.J. FITTING 2" PIPE SLOPED NOTE W/ NO. 68 STONE BE CORED AND A FLEXIBLE M ys_ BEDDING OF NO. 68 STONE " TO DRAIN IF METER = GRADE ALLOWS 1- BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE o INSTALLED 2" BRASS PIPE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. cgwORATIwJ sTW •x .',?•' J 'r-r ti BRA. As VARIES VARIES � NExcs.ARr NOTES: 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE M CAR+A'J�ep" +' (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES.WATER N M di DUCTR a- y44 ,y iC,c. `vy.-ELT ,A 4- CONNECTOR qWN RM r2' vnw"uNDi rxl' awEsa) wd I> '�N'fl' SL.. � �� s1°"PEc°. mI'i ROCK ToM�ETAEE ARE SAME( SIZED VALVE 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED TYPICAL SEWER PIPE PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN � z TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH TYPICAL METER BOXES DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN I Q (5/8" & 1"' METERS) (5/8"'-1" METERS) (TYPE "A") SHOWING BRANCH TIE-IN No J NTS NTS FIG. S-3 NTS TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS O CI.M. FIG. WI FIG. w-7 FIG. S-I-A - FIG. S-I-B N TD-10 TD-34 NTS Lu TD-13 FIG. W-8 TD-25 H m-19 TD-27 Q L-B % 0-.- W Ni fe"yE4f!R rW W C", pullLf HL CEfV µ, O L1MRE OE POD. )'-; Nr5 DE PEA. s,BMATE ICieWOYwlt Aa• Kass ROUTE® = `Kass POMACE (4) 1" (25mrv) DIA HOLES AMISMA" SOUL E CENTERED UNDER CUM MO DOCTOR " AMC r / HCN-iRAOPEC E: EprExlll£ DRIM, P/9M: WmN °F ENT, IIRpµEO SPKE lWPµm SPACE OVEWN , Y Ai W) PAM WONfq FITTING pi P1pP°Sm aorsnEE W"IraE AMnc c" ErvxNmx AMJr ON 32 CIRCLE. (834mm) DIA J PA EIENI 1. v rW COMBINATION UNDERDRAN CD-1 AT LOWER END OF CUTS scew"rc oa saw"N sP.vs CENTER LINE SECTION TRAVEL I.WEs y i § I' EDT BOLT CIRCLE. (RECESSED FLUSH)L�S \ wrzm" - •.•.: G M Iw1H HYPE INOW MAIPw.1 ' / F r- o- F ! •: 0 ( \J slJwNwi • . _-UUTLET VIE i- A. 4 • / EVNSNI LOUD " TAMS of Pm. LINTS a PED. /-� 29mm (� ` __ TRENCH PLACEMENT PAY LNTS FW E USES ROUTE® NdY-CRAVERSMLE KCESS pDIRE \ C 7 EE .7 , •3T Mxa1Em1E [e $ww oMTLET GPE y LJJ¢. VICE To al w Aces s W ITNmm Et Molt I REM, BIER AS, a.-c- -0• aAss EErwo •B •sT Awaw.rz. e •VIE �%�%]�� PA. swEKE • eAE rE CEP ru CURB,B � � D ) (2) CLOSED vAMAaE wDAnd REwNEAEw. AmEurz OR W"I"xEn "r �, y"pgE or / .* ♦0 cwe wllE° M {{@@yy PEDESTRIAN ACCESS ROUTE DETAIL WITH & \`A Q/� u TOME a PAMD PIoaEN aAss aErrw Nrss-a--arsrP at e ( ENTRANCE ourTER F WITHOUT UNPAVED SPACE r SP Y PICIMOIFS __.NDN EW1EEM. .e.P. -P N�v r-., lµ�A. THI // EE PAVED SMOULDER SECTION r O L__2��� CURB AND GUTTER SECTION nT rrFEart. •e wdEDA,E W cRMSEO `$/` wvTlwu wdT-v-w•v Is rt O E THE NMrs Z i 1/2 I- i.q� .... v..Aw 4Eeiw •e woemx E°IWmlEws m CA EasORlw AccEss NmTe TEre avow D [38mm] OL9 ' w PLAN VIEW PLPM LE UPCASTINGDE TR PN 1..1 RI r-a WAr. Q amcxnt WwMKE YMEc S T •� I"- (PLACEMENT OF CD-1 COMBINATION UNOERORNNI yyLpJiy�xL e ' e. �'e. .': OR " ' J4XR I�I YNWM fp' ®F£CESrPoµ ACCESS FOO EN =Txi A CLIR ANI -e. .'e'. i. .Lu INICeSIRUCrE° STALE FIRM NO $LP ..T. YE'Eur SA[ICE • BJ°E PATH CDMECiAIG .LLLKCEMNE EI£1FNtt Li A qo �vYeo=: e _ rAI THAT Cµ E AP OJdEO. ENTERED AND MwAE W CEMENT SI SI WMASE EttE E PAVEM°R 1. 0.Y TOFF CUM, .. ADCEss Npure rs w+„aJNr SECTION F-F _q O 0 0 NA CURSreuwN wISE YMIT a A it W ro amw m A ro ""." "e'. a e z < (D 0;5 aaNT w L'C'°"Cia sr`�iElAICAeOA''a HALF PLAN C IN E PEOEsmmMJ Acasa Raurw AVE eEwc On 1 T•�E� I� Fygp1S F-�-•I S PICKSARS PPE IS WPCb•¢O CM¢ilED"p, P°4 IS PSRF wca r -.". eT KGEWIE •Y MOEWi[ OR Gw9R0 6 REWW[o WI'wT,OU... tz tp°es EYDPE� I '� - Dx 1 1 1 W (2) CORED V I VIE -ass ABOUNA z °Ati EILC •:: •I • GENERAL NOTES TI LV 1" wAss Imlw Fe wrw•rm rtaemexrs. O OF BAY DAL. EADM PA AWc P-o- .'s DO 1 1/8• (29mm) DM BOBS 1 E YAIER FLOW WNJNC OTH 1. WE56 CfCA v • e, 71 q{ l wpL•Rp CCAwWryW ,LreFIgpNN Mll M]r E Ltt•Tm AY T,6 MXf WIOI ,bTn a®A9E RC SEGYILf PE 9i,tlIJJm. CWHENOI Irsm w COxJNxnld WITH eINONO .'p'. . N. ,:- w-s CO r. 1E cINB °ACE O Txa aIMOA RE PRIMATES, x. TENDN sHNL �E Fllam wrx wNTENrE •wo ,1N0-p,N xA,N ,ALPfn 10 "rc v"waz sTwowo rs io E w.Msrzp To MArd Ta O P6WR CQPK f[E MWNTNLE IVBI CONPRLn"ipH. Y6�'Y-eo I /] tg4 aN' NON -PERFORATED OUTLET PIPE z ..A .e RE°x Ar ra EDE a r,c Twva L. PAVEULNP wn ® . a 192" 38mm " - D swL WINE d A wWE PANLL[l ro THE, swu.eEx aaE x s"x. n x xofluAL cone" ® 69 mm] POSOUTUETDILVRAeaI. ® ----------- - . SECTION E-E E•�S�S D 7' ui CONNECTION PAN UNITS •. w c1Aw AND H. Mcncxs, rnEE Ir v YPos:rE ro oT,ERYIsc PAWS° - ' ° ' °' x. s e.". W 0% TO w[ Cxµ. T.. 1 1 1 26 Ile N [178ral ~� z A E�rzrmfnFgflW.YrS. T,EY Lw rc E LOCATED m N ro W.w VITA °DW LR ggsY68FSR a aeb8d eWYa^ Loss wIREv caPr '� I I68]mm] B60mm (38mm] H S' ELBOW a d $UPFIRI Y TEO act: 5 PE 6 TD a ax, WAS ."A, AREA 9• ACOR,11. TYPE I SRE YB <ivPElLr ve-D" i .E,. N 1 4' 6mm DN 3 i 6' e. -1 ."01 a NBCONA a W auiLET VIE ro E A x"N•M CEP Y a AIDE ¢x uN. awE s'-°' ®FONT of cgwE dANCE 24" DM NEOPRENE GASKET [79mMI OUTLET PPE xNmr vILVAmN W EDE"Rw EANAZ and W xtA1Kr11C A M .'N. ,'t. .:. O [506mm] I ] y / TOR WRB •'d CUTTER IxIY ABI M WILL rWCIPES IIM,- KIEx T. R{ LdI�LIf,IS ACTIN^u. WY[$fiG, wI,W P•v yyt� rW Ml[T PSI[ MF Cp xx p x NAp,N4 iNLREµE M SLOGS Ai MiNMpI f0' INTGVXS ul NO SCALE ELOF T.t 9K peRa6 STRfTfn, N TIE .11 "VI MF. UfIxi siv NMN TCsim ACCOM.IC re ASTM v-,.N •Y sx OECCUMC d. BMILr cdcNNNtx¢r CP�S�E 2B 7/i6" DM 5/8" II I e. w ,D BE sET.r•ELY Lartmm Tv Ew ¢W DINER WAwE SECTION C-C z z W e z M"""AN WM DE`BCE%C vONN WONWOYmM,N"Au 11 M,I. ks 1 1 1 [722mm] I [iemm] e4mm] ' 1 ' SECTION D-0 L.L.I aw.+rld EFNFEAT,d W.,NCI W DM 25" DM Row ow�i4wpp STANDARD PAVEMENT EDGEDRAIN STANDARD COMBINATION UNDERDRNN E" ars""a STANDARD ENTRANCE GUTTER �V w Pow AND eNwoE sr"DOHS Ig14mm] [EE3smm] (AT LOWER END OF CUTS) yy 0-D. OF GASKET GROOVE sIEEr 1 a z EYMW DATE YSe REv NV) SE EYISIwJ RAPE s,lEEr I a I - / rL ,oe.oe vwau DEPARTMENT EP mJPmewTATxx zfi01p, ve.o• NMI oE,wrmv W rRAV�CN*A'IOM TE, sox vwtlxu E➢N1MEm a mANEPppiArON mn, zD.Y.Ex FRAME SECTION SECTION V ¢n CD Y NOrE� WISH A FFCfSCRMH ACMSS flOUiE - pNS5E5 A CWEPLIk diRMN:E COVER LIFT NOTCH 122 �3/8" ",� WATER \\ V ryEE� PK @.IflM4 xrgFAGM .T A- YW aYCru .T • MLM VINE vaorx wN1 Pvc ., ! aNs S,Yar" YtL M A P9 %MAP TO P9 MMM VARIES STREET SURFACE OR NON -PAVED AREA 1'-0" MAX ACSA GENERAL WATER 8 SEWER CONDITIONS (JUNE 27, 2019) DODO INCECE PW THE TH of ,LgE swL E °°R 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA PA Mdrat VIBE E TON a CDT T. W M,_ VIE a • A-1 NASTEET APPROACH NAME SUR ACIND ODUS 1. BE AS IS M4"pE rewWY TEE ,qiE !1 GENERAL NOTES ERNE " °x WOUNR n ` Nvu T~� MwMER LE ° """' L WHEN `°" "° ""N"° -' OFFICIALS AT THE START OF THE WORK. R L°E -svWx __ IeIp.9 TO E 49 pR IP3-i NE CLP9 fMF ON THIS StxlOµp 6 i0 I EL,E a PAYFIdi SOAP ON 1. E I°JNftEp r0 . M NOUNTPBLE CURB `E 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 ' Y° m,x COMBINATION LNOERIXtNN CD-2 ON FRCS b T"""O L"E' STANDARD z. ME sR. IN cc-v FOR cut RAW OEMCx To BE FOR THE PURPOSE OF IMAGERY COLLECTION. CENTER LINE SECTION r 90 W"x - - B m VIED ,VICE ar xp ND. RON TYPE ISLECT .&I YJ E� a PAYELpIi KKK 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. B w. "MRE ° N A . FFLOR UNPAVED SPACE LOYI LINE A. GAENdr B L E poMrWttED TO TIE TRENCH PLACEMENT s 6 a a -� +--- p(W LIE IEYCEPT µY ... STANL¢ATION ¢,RED PAIR MANMa WHEN CAN a .I.IR I N . HA THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. E '"�tl' ExPNISd .GNT E ENTRANCE.) -PAVBQIi A.". S 9.tlE / `°CEMENT PW ANT -mm 4. E°aBEYOND�D"�" ""NMI"e N�%�T N 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEINER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. �" xo e" z'-o" ae A MaRAE NOMPI SHOWN d -0 ON Emld. NOT �N ®ew .P. P." "-" -sEacr wmNL rnEIDRx " PLAN VIEW SHOWNG PLACEMENT OF A -J' 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. NT w uoA E B wvEB E W LwEEB CD-2 UNDERDRAIN PLAN VIEW ENTRANCE NOTES EA59 EEIW. B ORwATEx CIRCUMVENTS. "ra' 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). '° " ORIlIAE NON -PERFORATED OUTLET PIPE '. RK' `""°T w`OM"°°"TIE THE tuI. REawe"Errs a wTwPAmo xuv. rwd 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL °R m ff P TII° ""°°`"EDGE 1p1 APµ. ,R,No, SLOPE OF PAIDEMEND w'°R B°"` ` "< ` 'R °""'aEw MATWHEN O. DEFMZ .. RMiS Tx4PEIC, rE DEPTH' =-N N 'I.. o o"r', gETa P ° ° ° OPl%WAL R°N LIE°R dMLZ ® _-- & VIE INV CI A PLOW IEICATE VDE CIXATINE "` FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. DAss ,E` RECORD O aNANCY10 PR°"°` PogTIYE °R"""" KRps ME EmRµa. B. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. �-PAVENiIT SURFACE a BµE 9!]mN WALL NE A P51 MMM TO PER MMN `-�"E OR �"T $TAIL+E°'U®� BRw _ MNKE RDAN'" NprE 1) = a w `"" E ® _ D D GAYS THE DERNKLE AND MAININ ENTRANCE GRADE DNANa: µE LISTED N 1XE M OWNLE ENTRANCE DOME TwLE LEE VKIrFS M1E NOT i0 _ I. WlEEV1 TYPE[ W 91BORAE ; ; , ; o a , I 11£ENf CW lRF $rwl.®1 A^FIICµLE STREET CWECTMM. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. - uT wDEDAm, •e .'flAEpATE a dusEO NwN EGOS °.°- VIP; MIN. OONESS Rx ro wrM o-z4v AT ea DEPaciID,L cONNEEI" EEgMEs INTERSECTION NOTES 1D. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. SLAM IB QwArBN FE¢IAMR. GENERAL NOTES m coarN T cpwE dwa VIED A PK eo c c a E. B. `WM callle VYO'm SAI EOM'ECCNN6. W H °MEATTro 0° w"Ma L TE,a, S"LL a FILLED WON AMPECATE My T ORUG LY KIND TwEO To SECTION A - A sv""oET°iNOPEP° a EMf Mrs OF THE v0m Now EMcx PI NNE:: s"Tl 9pR gsi"ICE µp K VANE REaYREENTS 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 'a E """ " ' SAFE DRINKING WATER ACT). MFPOAOI aN PAYE,pi z. WR£i PPE BULL BERM AT r,E ELtlE a TE 1RAva LIVE PAYapt NO sHKL E CACE° d "wAJE PARALLEL m Art ¢➢PE x : N,.1>x Egp/BLE)CRALE {' �J..�jE' 9. WTRNAL �OWL. MAY NI SA6WIC a A PORTION OF WATER TO P Oc POSTAC ORAN"F KR055 THE IHPE�CiId Nr!EARE !. d C1RB MT 411TTER SECT ds. YIEJE D B i0 OTo 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY m P-0-0�l LOCATED S CAM WO DR dwrowL °RAP c NE r° E `°C E° s° r° °RAP ert° °mp MUCCEE anAN ALLOWABLE ENTRANCE GRADE CHANGES COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION '' ° ""' e°'^ x o�P i m x d srEmeA"rEp A L EE rs ro R uEm N¢E GAM EHT ME VIED wile PPE Ox Low SHE aw.r. u 'M- Gass - NO SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR.UES N" ca ac mbN . aMINIMUM° "-0MOVE ACR "" ' PLACEMENT OF CD-2 LIFDERMAN AT •. ALL Cm•Ecrvxs mBOWs, RYm, ETC., . PAY Lams Pon CU. PPE ARE ro 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE BRIDGE APPROACH SLABS CHIPE.T,,TH AS aDO w�ER SECTION C-C Eva Nm T SCOLI oR"E OTC, m COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. STRUCTURE "°x "E se 'EON°" ° STANDARD COMBINATION UNDERDRAIN V W Q O O O N a Ln J08 N0. 182157 SCALE 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 REPvwEE "CPEa"°` METHOD OF TREATMENT mw N4 BNDa :rAreAREB TO-32 N/A 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) EEx (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) EYNw„ DATE Y„EEL I W I 1p, VRLIHA DEPARTMENT OF LflµEPogiAiMX LngtlHIA DEPARTMENT Of 1pMBgRTATOM pi A SHEET NO. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 11 i ---- I--- - D. SMITH ___I�. se] 7S1 PLAT i ----- f 5 ecaoao 71 oyE aow STEPS -r afe _ ----- , aIe P - Structure Area (Acres) Cw to (Min.) 2 0.18 0.75 6.0 2B 0.17 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 6B 0.74 0.50 10.0 8 0.17 0.65 6.0 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 10B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 0.14 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.14 0.80 6.0 42 0.15 0.80 6.0 44 0.24 0.65 8.0 46 0.06 0.75 6.0 48 0.15 0.65 7.0 50 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.0 56 0.13 0.65 6.0 56B 0.18 0.65 6.0 58 0.11 0.75 6.0 58B 2.46 0.35 14.0 60 0.10 0.75 6.0 62 0.13 0.75 6.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 72 0.00 0.90 5.0 74 0.00 0.90 5.0 76 0.10 0.75 6.0 78 0.00 0.90 5.0 80 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 90 0.20 0.65 6.0 92 0.11 0.65 6.0 94 0.12 0.65 6.0 96 0.95 0.50 8.0 102 0.42 0.65 6.0 106 1.00 0.90 5.0 112 3.52 0.40 14.0 114 1.06 0.50 11.0 YDI 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8B 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YD11 0.00 0.90 5.0 YDIIA 0.04 0.50 6.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.09 0.40 6.0 YD13E 0.08 0.40 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD131 0.09 0.35 6.0 _ YD13K 0.12 0.45 6.0 YD13L 0.08 0.60 6.0 YD13M 0.04 0.60 6.0 YD13N 0.01 0.30 5.0 YD130 0.08 0.35 6.0 YD13P 0.30 0.30 6.0 YD14 0.09 0.30 6.0 YD15 0.10 0.35 6.0 - YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16A 0.22 0.40 6.0 YD16C 1.28 035 12.0 YD16D 0.21 035 12.0 _ YD16DI 1.25 0.35 12.0 YD16E 0.64 0.35 12.0 YD16F 0.15 0.50 8.0 ROOF1 0.05 0.90 5.0 ROOF2 0.05 0.90 5.0 -_ ROOF3 0.04 0.90 5.0 ROOF4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF? 0.04 0.90 5.0 ROOFS 0.04 0.90 5.0 ROOF9 0.06 0.90 5.0 ROOF10 0.05 0.90 5.0 ROOF 11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF16 0.07 0.90 5.0 ROOF18 0.09 0.90 5.0 - _i r :I \ TMP50-34A _ i ITH TEMPLE CHURCH; L C r ' 1 I IGHT,ftOGERrS WR ,HOWAR oG ' r r CA0. TRU TEE _ ENCH-S I55 RVEV CONTROL,', 1 D. 189 PG266 05E31PNEL ANFLASHER -- ' 1 _ �I \' TMP 9033A naeu]6sn _ -- - vgnoN 849-w 1\ i FAITH TEMPLE HOVDHDRCHJAN UAL __ a _� oMN . ............... ..•..uo.•»»u»• MATCHLINE - SEE S DANIELS. HOWUSTEES RE UAL • ' H ET g TRUSTEES X �rr1�AIL6ox \ DR. 2]se. PG.]48 pM1°ne !• o •yy•• , I' , I - --- , ' I I •ems , I, , _ ---- _ \ ` slsa� 2'w It -' "" \ _ _0 , • 1 933 � Wej , r ,' ,_ _tea' r, �.�� ••••••• ♦ ♦ _ s YD8B • � • • --------------- A- ------------ __ / ore 4p _ - -- -- - - --- - _ TMP 90.33 __ -"' -� ,'- y ♦ '•• ..I� • 6 699 = _ - "/, - JEANNETTE O. SMITH"" ' • : d YD8 • _ - _ ------------ 6 I I _ _ __----------------- ___A io locahorr- •? ♦ -___� • _ I• ,'/-S'tetegrra9k�Camp°"y •i - "i"/ ••••♦ • � 6: e � _ 7 • • • ROOFS - _•' • ,• •• ,. � `, 11 i i i i `. : ` ARD �\- i _ esAlr-e1.a..a v ••• ••y <., • _ - - __� z • ,r�_r - }♦_ • TMP 90-35A1 I �, END tr -_ --�/ i ✓ ♦ -�i°' YDD ` • .a.' .d. ,• • ,I a RIVE w.);9 ,.;/- '/ - •♦ 1 ✓ ± a 7 1 • 48 y. y •».a-. 1� ANG HOLDINGS�ILLC • , , I ' ;; '---_- __,--,-- /- j % y,.•• • ♦ _ __ - I - ___� ••} i•''•'a - s�'I •� ,,,, , D.S.I1026P.714 `, • I , :`,, ._: <_' /. /.. / •a\ ,• • ____� ' _ • . f - _..«. _ •i ",` \\ D.G. ss P.23a P1 r . 4 _-'� .'. I .. _. \lo .�- '' ••• � �.' ' a ••.;' ".» ._vd .ROOF] �\• i'` ____=-,1 i J\\,`, i � ,� ,r ,z ' • I �t r 1c _---_____ _ - •• ` '' ,,. s muwwiuuvwf""".uv. ••` _. `.• ! -. ;,• .- • ! _-_^ - ,•♦.. �,, // ! I' r. _ I I yJ ,\�`,n lnlllrl','`, `' i � _ �_� _ _____.____ -- _-�.. 'ii#n . .al.• -.;e -' II I. `...� \ - - _ � I ♦ I. I •I. ll,l;0111111'.II ,11I, , _ _ _ ------ IT _ • __ _ ___ v / - ..... e / • • ✓ • i / ♦.._ ---fir -._ �� 9 6 °II -- \ �� `,', \p:i:�P:. : : __ __- • _ _ - IF '_"_ _.- •as/ • � �z -, •.� `. r •• YD1jN - ; ♦y .p :. v_ • r, .-. - i ; _ __- -__--- -------- • .u. » t 6 �p ' i y�i ,::} • : - • YDzq ROOF16 - .- - - - -' - 6°>___• ;:. ♦ ♦♦ . • • - _ ( ♦ _- '�, : I � y ', ... - :.: � _- _ - - I. VD33K YDi L I ,a - -i- -_.. .';,.i I I p �.. . �- .. : • . -_ ' • � ,. • i 1 •• •i boa _ • • - - _. - - - ss T"• ,i ,,, ._ - ` �•/ i _- i • . \♦YD1jP •♦• _-_ " _ a; - s6 = - -- _ '"s; I I I I' • : : -y9 - •.' _'___ • I •° • _,'___ s56` `' • - YD23G - YD13H I. '� '� _-___ - Ii � ♦ • _.a_ - 3 T� -_-__- Ir- 16,E I:•I, `, ..- _ 1 -" ,- ♦ • • ._ 'yam_ _ • e�9°_ YD3. C 59� '„ ' \ :' ' �• --.� fya _-____-_"_- : __ ± I •' ,:.�, -'� � --_ - `- YD1j0 •� .- " 3 -__ ♦ .. ... .... i .I., ♦; I I �' b� II -., '. '� `...- . � • • : ����'- � - � � -/ ♦♦ - �• '�-- �. e° .' r YD1jB •• •• • . ... ROOF2• •, •• r f"I i •. , I --I -L.. --..,` _ ��_: c �-r; YDS i!, �YN :: ' � �. In ' sa� �i•-- • 6 __ ♦ 6° : i ,. " I • ' l • � / __ -"__� _ � • •` • ,.y 'A�- : I I _ 166 - _ sw', 7� L - ROOFg. IT • __ ! ___ .-. ,_ i � ,,., �: ! _. ♦ ♦ __ y4 : ♦ �''.li ROOFIG i - Y OY OLy,�, ff��N-�...•,r•• •.' -_ _ _ � ♦♦ - _ __'i 2� i 68 I • (4 �' �• i Is-__- ♦ '' ,,_-` ; - •e :• I _ ♦• %`, ♦.�.- .i �yN,.a. - I __.- �4 ♦f 16 • D p,''_ _� • \: •• _ ' I YD1zB O -- ---- , , 94 \\� .•' S -` - --. - - '. , rl`, :' 4 I. • I I,' -I 00 l - ` _ _ ♦ ♦ •j� m� ------ ROOFi - s]a y ....... ....... I `- Y` p --i. �.,_--_-_---r----_. �.-_-------- -------------------'_- ___ -i- i v-__-_•:. • ♦ ♦ i ,:__no , ---- --__ 6s-_ _ / - s4-_---• .ROOFS T --- _-_----- --- ----__ ♦ ♦ t •.• s� • YDl A VDiSC i - - In TMP 90-35 % YD36F i'-. - _ 2 " r. ♦• • • e .: ss -. q 'fl sEo I, I o ii2 • • ♦ ♦ _ Ir p \.. ♦ ♦. • YD(' ... ♦. _ D4NE E. 65 ROWENA M. SNOW 1 ♦♦ ♦♦ •• ♦ __ • 4 ,-..-.. __ 9 ._ . .• a .... •. 558=..., •. - e• - D.G. ]oz P. ]sz ♦ - : TMP 90-27B • �- •.• - • .•... •.. 1D • • o.e.es]P. z3a PLAT. ; ♦ ♦ � I I _- i-_ ♦ I I t I ; ♦ STEVEN W. AND BETTY C. JOHN50N ♦ ♦ D.G. ID26P. ns e ♦ 1 • _ 'S 0 --- i i Da. sza P.618 PUT � ,� __-.._ ♦� I : `. _ '� B8 5s: ♦. YD15 •p• '-" `a .__. _-•.-: lOB i ' • i I _-'" ♦ • �: :♦ it , � � ll a p.2+- _'IrSEZ , _ • � �a c •�•• �__.. _ Il *- 1 1 Yp..•• ;• • ♦♦♦ ♦a YD1GE �, ... 84 • • i_ I_ i : � �• �7 l i • • • •' •• � I 7 ROOFi2 1 I .. YDioA L � ',� s'�E--- ' ROO F7 - : TONA Sv U.I ♦ I , I .. , / ♦ RB.471f.402 LLC F 7 • . a -_ "- j- ♦ ♦♦ .♦♦ I _ _ __ . I • � : ♦ 11 •� I - ♦ • 0.0. a4]3 A43 PLAT y,u , � ♦♦ ♦ ♦ . ♦ I _ 1 • • • � I � I 0.e l40 Pa98 PLAT _ • � � � ' I • _ • e : i ••,'IF ff g _ / 61 • •♦ % • l t1 i ..m l • • ss° IL p a ! ' ri• Irk it : I • : u ' I I • • fh •y I � � 1 � � T ♦ay. 1- , : ♦ I ♦ YD3o � ♦ 27 '. •• ♦ � a 6 --- I I'��#'• @-. ss - __ ♦ • _- A•y i �YDz •i ia!� / ♦ ___ --_i• ROOE6 5$ --� : I - B _ ♦ • s".° __` YD33P, -- _---------- C- -- _BERWY LANE -__ • _ 'LIFEE T E I • l _._ -- rT `«_. ... -_ •- . a-,,♦ B. e MINNt L. ST i • TMP 90.27 , T" ... m P. 453' � I I. i LOT1A �, �l 76 --`"�r"__ _ w,_ -- _ _ ��r ___ - _ � _6 � i' _ _ LL 'R�GERSCNICHEDANR I ,•- , ... SUS.�B P. 2 • I 64 LP. I T - + I j• D.B. 530 P. 61aPLAT NII 1 __ Sp _ y♦ a�� I :- _ i ♦ ', D.B. 530 P..164 PLAT "" ♦. , . I � C� i i j , ♦ ♦• - yi .. :-__ Ir. •I �^I�a _ �` 1 I I ♦ ♦ '-. I D16C _, �___' �___' �. --J ,i __� ' - ___ ___ I ___' ' - I I ' I __ I _' __ J ` \ • CF i. ♦� t „� : \A`. : , 1 L • _ - r ROOF18 .:.. -. .. s4a. -I- ,. - ROOFi. � .•' � '�_ � '' I - • 11 .__ -,V..� -- • 'N „• o - •i ••• M -. 0. • 's :i O ♦� • CHARLOTTESVV EGI ORP L s" :i - v ���.. •• • m -KV sae • y �. YD1 2 z6 ... •a '__ -••I ROUSESRBENCH RINEµ ` ,. • _ • ', .. '°mm T� TATION 105 , �It ��_. ♦ •yy JoL.r{..........••••••,• -„__ YD16A � 1 � ;;0 • �� -,_e. ov1 i ^�EH882334.683 •• -_ 93.340 __-__ s ���_ z ♦ „ , .. 1/. --_-- - - --♦ BLEVATI 27.R 77 z�55 S e W _ _ - ? 1os - - - --- - -� ,. 6 0') COTTSVILtE-RO t S.MPH _.�• -__-_ r, _ ___ -- 1 - ,.. MAILBX` z o SIGo ___-_-__-.-.- - ..•......... ..............................................................»»•fit.• f ........................• sza� Y};�--_ A - MAILBOX -- _Lro,,ry -m � 09` NIAIi.BGn _ - - - - -. - - - iafl„ ••0 - w- ° GN_,_- MAILBOX D _ _ _i. SI - _ _ /... i r- ___-_ _- MAILBOX-n - e m ar-'-s° =---------_ UIIT"N-- m- _ ,--MaAltaoX --- - _- --- s --- TM w-z10 _.� -- - -- - _____- -_- - _ o _-- ___--_-_-__--_-__-__-__- - ----a-- �_----..-_ - '' 1t1 -__ n.a•r +ratio...... _---i--- ___. --r ,E dJLEE �2 � y - - --- - -- T- a' ! -I / �__ VOhI Apro8im0fe ---ram. 'r--- ___ _ - -__. - __-__.._ ..i.,,- j s I -- MON. VD Public Serv:u I -.n :. Snrnx. 10' VEPCO Esm t. VOW.' - D DRgH6 "aE r rM so-z1B .I _ - _-_-_ -_ _ \ --SCALE �e�7� LI- _ Ii.B.288 P.80 11__� � � fC <7�ti 1�Ll- - __•_ ____ H� _ _�i, Loi siF - I - JOU�Ia.,'s I L 0.8.221 P.30' \ FRI 2 P.116 YON. I � � _ D. a]e] P. a3z _ _ i - - _ D.. LqT / r S G N B. HENR m I P. GgTTEN. JR. j - i I O,B 2616 P. 28] 1 y - M P.33 / \ oORGTHY B. HDNi fi01 p 30 Fy9 p 120 cEa3 _ 240 __ m d'I D.B 338 P. 33. 3] fAT WIL RR.AND p.B.y350 P. 228, 22]%AT TMP 80.21H EV .SHIFFLETT II. DDROTHY B. HDNT .8. 3289 P. 68J1 PIAT �p `I __ O:B1 P. 718, RO T � I 081717 P: 3WO P.AT \ \ DO.1]1]P. 31 ` D.B. 1350 P$26.?2TPLAT _ a.1717 P. 311B :2]PLAT - -_ b- DI , '- --- ---- - - ,_--- - - - inch 6T ) - -- I IN FEF --- I - j � °o r1. YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATIO]EA�ON STR. NO. DIA. (in) LENGTH' (ft) SLOPE (%) INERT IN INVERT OUT MATERIAL INLETTYPE VDI 12' Vard Inlet 8 23.00 4.35% 530.00 52900 HOPE YD2 16' YaN Inlet 8 23.75 3.1- 635.00 534,25 HOPE VD3 tT'YaN Inlet 8 15.25 t64% 54---- ----- HOPE YD4 30" YaN Inlet -Dome Top 555.67 15 41.00 2.85% 550.17 549.00 HDPE YD4A 3T Yard Inlet Dome Top 555.75 12 4.00. 8.25% 550.50 550.17 HOPE YD5 12 Cleanoul 677.25 8 20.50 3.66% 5]4.25 573,50 HDPE YD6 15" Yard Inlet 591.83 8 31.25 3.20% 586.67 585.67 HOPE Y07C 12' Yard Inlet 619.M 8 42.75 1.75% 615.00 614.25 HOPE YD713 17 Yard Inlet 617.50 8 23.50 1,06% 614.25 614.00 HOPE VD7A 12" Cleanout 618.00 8 73.75 9.49% 614.00 BO7.00 HOPE YD7 12" CleenDut 611.00 8 22.75 14,29% 607.00 603.75 HDPE 907E 12' YaN Inlet 629.83 8 41.75 13,96% 625.83 620.00 HDPE VD7D tT VaN Inlet 625.00 8 27.75 18.02% 820.00 815.00. HOPE V08C 1T Yard Inlet KO.83 6 38.75 I ..'IB% I679.t7 616.00 HDPE YD88 17 Yard Inlet 618.83 8 60.75 0.82% fi16D0 615:50 HDPE VDBA 12" Cleanout 620.00 8 26.25 2.55% 615.50 614.83 HDPE YDB 12' VaN Inlet 618.50 8 73.50 14,73% 614.83 604.00 HOPE VD9 17 Yard Wet 607.50 8 32.50 0.77% 804.25 604.00 HDPE YD10A 12" YaRl Inlet 549.50 8 92.50 3.78% 545,50 542,00 HDPE YD10 12' Yard Inlet 546.00 8 43.50 1.72% 642.00 541.25 HDPE YD11A 12' YanJ Inlet 538.00 8 79.75 D.86% 534.50 534.33 HOPE YD11 12" Cleemout 539.00 8 7.50 6.67% 534.33 &M..83 HDPE YD12A t2' Vard Inlet 568.67 8 75.75 1.06% 585.50 565.33 HOPE YD12 12" Cleanout 567.50 8 94.00 1.41% 565,33 564.00 HDPE Y'D12S 1T YaRI Inlet 570.33. B 20:50 4.88% 5s6133 565.33 HOPE YD131 t2'vaN1 Inlet 597.00 8 47.50 13.88% 59250 588.83 HDPE YD13H 12' Yard Inlet 589.50 8 30.25 0.53% 586.83 586.67 HDPE YD13G 12' Y.d Inlet 590.33 8 4B.00 V% 586.67 586.33 HOPE VD73F 12" Cleanoul 593.50 8 27.50 0.58% 586.33 586.17 HDPE YD13E 12' Vard Inlet 592.00 8 22.00 097% 588.17 588.00 HDPE VO13O 12" Cleanout 595.00 8 69.00 2.54% 586.00 584:25 HDPE YD13C 12' Yard Inlet 589.00 8 30.50 18.03% 594.25 578.75 HOPE YD138 12'VaN Inlet 586,00 6 35.50 16,20% 58.75 573.00 HDPE YD13A 1T Yard Inlet 576.00 12 50.75 0.49% 5'3.00 57275 HOPE YD13 12" CIwnW 577.26 12 36.00 0.69% 5'2.75 572.50 HDPE YD13M 1T vaN Inlet 603.00 8 46.50 0.54% 600.00 599.75 HOPE YD13L 12- Vald Inlet 607.00 8 90.75 0.55% 599.75 599.25 HOPE YD13K 17'Yard Inlet 607.75 8 14.50 15.52% 598.25 587.00 HDPE YD13J 12 Clwnout 601.00 8 35.50 18.31% 592.00 5135.50 HOPE YD13N 17 Yald Inlet 623.00. 8 60.00 19,17% 616.00 604.50 HDPE YD13P 151 Yard Inlet - Dome Top 604.92 8 111.00 12.91% 6W.33 586.00 HDPE YD130 12" Yard Inlet 56975 8 35.00 19.29% 580.OD 573.25 HOPE YD14 1T Yard Inlet 608,00 8 605.25 0.03% 605.50 605.33 HDPE YD15B tT YaN Inlet 571.00 8 35.25 12.26% 588.33 582.00 HOPE Y015A 1T VaN Inlet 5fifi.00 8 67.50 1.97% 558.33 557.00 HDPE YDtS 1T Yard Inlet 561.00 8 15.25 3.28% 557:00 556.50 HDPE YD15D 1T Yard Inlet. 561.92 8 7725 0.59% 559.25 558.83 HDPE VD15C 1T YaN Inlet Sfi6:00 8 6975 0.72% 558.63 558.33 HDPE YD15E 1T VeN Inlet 580:00 8 36:25 0.69% SSZ25 557:00 HOPE V016A 30" Yald Inlet - Dome Top 547.33 12 19.23 3.12% ...... 54275 HOPE YD16 24' Owrolrt 550.25 12 8.75 5.71% 534.50 534.00 HDPE Y016C SIT YaRI Inlet 551 12 44.00 3.41% 550,50 549,00 HOPE YD168 12" Cleanoul 554.25 12 81.00 3.70% 549.00 546.00 HDPE VD16D1 3U' Yard Inlet 557.00 8 U.33 3.41% 553.00 551:83 HOPE YD16D 30' Y8N Inlet 555.83 8 1 21.83 8.38% 551.B3 550,00 HOPE YD16F 30' VeN Inlet 563.67 8 39.50 8.66% 569.67 556125 HDPE VD16E 39' Yard Inlet 560.00 8 74.67 1.67% 556.25 555.OD HOPE ROOFI2A 12' Cleanoul 559.75 8 5.01) 1.60% 555,00 554.92 HDPE ROOF12 12" Cleanool 559.42 8 20.75 4.43% IMM92 554.00 HDPE Lic. No. 0357911� 09/25/20 * ,1SIONAL E�Gl Z O H J UU C J L a ; OD . 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50%clogged 0.21 2:25 0.11 0.50 fi:50 0.358 1.69 WEIR FLOW YD2 IS"Nybplast Yard Inlet O.G4. 5.40 0.12 U.30 4.00 0.144 0.51 WEIR FLOW YD2 IS"NybplastYard Inlet O.b4 5.40 0.12 U.30 6S0 0.234 0.71 WEIR FLOW YD2 IS"NybplastYard [nbt-50%clogged 0.32 2.7U 0.12 U.30 4.00 0.144 0.82 WEIR FLOW YD2 15"Nyloplast Yard Inlet-50%clogged 0.32 2.70 0.12 0.30 6:50 0.234 1.13 WEIR FLOW YD3 12" Nyloplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD3 12" Nybplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD3 12" Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLO W YD3 12" Nyloplast Yard Inlet - 50%clogged 0.21 2.25 0,04 0.50 6.50 0.130 0.86 WEIR FLOW YD4 30"NybplastYazd Inlet 2.85 8:60 Lb4 U.55 4.00 3.60g 3.23 WEIR FLOW YD4 30"Nyloplast Yard Inlet 2.85 8.60 1.b4 U.55 6.50 SB63 4.00 OR1FfCE FLOW YD4 30"NyloplastYazd Inlet-50%clogged 1.43 4.30 L64 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4 30"Nyloplas[Yazd Inlet-50%clogged 1.43 4.30 1.64 0.55 Q50 5.863 7.03 ORIFICEFLOW YD4A 30"N b last Yard Inlet Y p 2.85 8.60 1.G4 0.55 4.00 3.G08 3.23 WEIR FLOW YD4A 30" Nybplast Yard Inlet 2.85 8.60 1.64 0.55 6.50 5.863 4.00 ORIFICE FLOW YD4A 30" Nyloplast Yard Inlet - 50%clogged 1:43 4.30 1.64. 0.55 4.00 3.608 4.00 ORIFICE FLOW YD4A 30"NyloplaslYard Inlet-SO%clogged 1.43 4.30 1.64 0.55 6.50 5.863 7.03 ORIFICE FLOW YDS 12"Ny]oplastYard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEIR FLOW YDS 12"N �lo IastY STRUCTURE DRAINAGE D (M) FLOW TYPE INLET TYPE AREA (FT2� PERIIvIET'ER (FT) A (ACRES) C i (IN/}02) Q (CFS) YD13C 12" Nyloplast Yard Wet 0.42 4,49 0.09 0.40 4.00 0.144 O.SS WEIR FLOW YD13C 12" Nyloplast Yard Inlet 0.42 4.49 0.09 0.40 6.50 0.234 O.SO WEAL FLOW YD13C 12"NyloplaslYard Wet-50°/d clogged 0.21 2.25 0.09 0.4U 4.00 0.144 0.92 WEIR FLOW YD13C 12" Nyloplast Yard Wet-50%clogged 0.21 2.25 0.09 0.40 6.50 0.234 1.25 WEAL FLOW YD13E 12"NybplastYazd Inlet OA2 4.49 0.08 0.40 4.00 0.128 0.54 WEIR FLOW YD13E 12" Nyloplast Yard Inlet 0.42 4.49 0.08 0.40 G50 0.208 0.74 WEAL FLOW YD13E 12"NyloplastYard l711et-50%clogged 0.21 225 0.08 0.40 4.00 0.128 O.SS WEIR FLOW YD13E 12"NvloplastYard Inlet-50%clogged 0.21 2.25 0.08 0.40 G.50 0.208 1.15 WEAL FLOW YD13G 12"NybplastYazd Wet 0.42 4.49 0.06. 0.50 4.00 0.120 0.52 WEIR FLOW YD13G 12"NybplastYazd Inlet 0.42 4.49 0.06 0.50 6.50 0.195 0.71 WEIR FLOW YD13G 12" Nyloplast Yard Inlet-50%clogged 0.21 2.25 0.06 0.50 4.00 0.120 O.S2 WEAL FLOW YD13G 12"NyloplastYard Wet-50°fo clogged 0.21 2.25 0.06 0.50 6.50 0.195 1.13 WEAL FLOW YD13H 12" Nyloplast Yard Inlet 0.42 4.49 0.11 O.4U 4.OU 0.176 0.67 WEAL FLOW YD13H 12" Nyloplast Yard Inlet 0.42 4.49 0.11 0.40 6.50 0.28E 0.92 WEIR FLOW YD13H 12"NvloplastYard Inlet-50%clogged 0.21 2.25 0.11 0.40 4.00 0.176 1.06 WEAL FLOW YD13H 12"Ncloplas[Yard Inlet-50%clogged 0.21 2.25 0.11 0.40 6.50 0.286 1.46 WEIR FLOW YD13I 12"Nytoplast Yard Wet 0.42 4.49 0.09 0.35 4.00 0.126 0.53 WEIR FLOW YD13I 12"Nyloplast Yard Inlet U.42 4.49 0.09 0.35 6.50 0.205 0.74 WEAL FLOW YD13I 12"NyloplastYard Wet-50%clogged 0.21 2.25 0.09 0.35 4.00 0.126 O.SS WEAL FLOW YD13I 12"NyloplastYazd ldel-50%clogged 0.21 2.25 0.09 0.35 6.50 0.205 1.17 WEIR FLOW YD13K 12"Nyloplast Yard inlet 0.42 4.49 0.12 0.45 4.00 Q216 0.76 WEIR FLOW YD13K 12" Nyloplast Yard Inlet 0.42 4.49 0.12 0.45 6.50 0.351 1.05 WEIR FLOW YD13K 12"NyloplastYazd Inlet-50%clogged 0.21 2.25 0.12 0.45 4.00 0.216 1.21 WEIR FLOW YD13K 12" Nyloplast Yard Inlet-50°/a clogged 0.21 2.25 0.12 0.45 6.50 0.351 1.67 WEIR FLOW YD13L 12"Nyloplast Yazd Inlet 0.42 4.49 0.08 0.60 4.00 0.192 0.71 WEAL FLOW YD13L 12"Nybplest Yard Inlet 0.42 4.49 0.08 0.60 6.50 0.312 0.95 WEIR FLOW YD13L 12"NyloplastYard Wet-50%clogged 0.21 2.25 0.08 0.60 4.00 0.192 1.12 WEAL FLOW YD13L 12"NyloplastYard Wet-50%clogged 0.21 2.25 0.08 0.60 6.SD 0.312 1.55 WEIR FLOW YD13M 12" Nyloplast Yard Inlet 0.42 4.49 0.04. 0.60 4.00 0:096 0.44 WEIR FLOW YD13M 12" Nyloplast Yard Inlet 0.42 4.49 O.ty1 0.60 6.50 0.156 0.61 WEIR FLOW YD13M 12" Nvloplast Yard Inlet - 50°fo clogged 0.21 2.25 0.04 0.60 4.00 0.096 0.71 WEIR FLOW YD13M 12"NyloplastYazd Inlet-50%clogged 0.21 2.25 0.04 060 6.50 0.156 0.95 WEAL FLOW YD13N 12"NybplastYazd Wet 0.42 4.49 0.01 0.30 4.00 0.012 0.11 WEIR FLOW YD13N 12" Nyloplast Yard Inlet 0.42 4.49 0.01 0.30 6.50 0.02U 0.15 WEIR FLOW YD13N 12"NyloplastYard Inlet-50%clogged 0.21 2.25 0.01 0.30 4.00 0.012 O.1S WEIR FLOW YD13N 12" Nyloplast Yard Wet-50%clogged 0.21 2.25 0.01 0.30 5.50 0.020 0.24 WEAL FLOW YD130 12" Nyloplast Yard Inlet 0.42 4.49 0.08 0.35 4.00 0.112 0.49 WEAL FLOW YD130 12"Nybplast Yard Intel 0.42 4.49 0.08 0.35 6.50 0.182 0.65 WEAL FLOW YD130 12"NyloplastYazd Inlet-50%clogged 0.21 2.25 0.08 0.35 4.00 0.112 0.78 WEAL FLOW YD130 12" Nyloplast Yard Wet -SO%clogged 0.21 2.25 0.08 0.35 6.50 0.182 1.08 WEAL FLOW YD13P 15"Nybplast Yard Inlet 0.64 5.40 0.30 0.30 4.00 0.360 0.95 WEIR FLOW YD13P IS"Nvloplast Yard Inlet 0.64 5.40 0.30 0.30 6.50 0.585 1.31 WEIR FLOW YD13P 15"NyloplastYard Inlet-50%clogged 0.32. 2.7U 0.30 030 4.00 0.360 1.51 WEAL FLOW YD13P 15"NvloplastYard Inlet-50%clogged 0.32 2.70 0.30 0.30 6.50 0.585 2.OS WEIR FLOW YD14 12"NyiopLnst Yard Inlet 0.42 4.49 OA9 030 4.00 0.108 0.48 WEIR FLAW YD14 12" Nyloplast Yard Inlet 0.42. 4A9 0.09 030 6.50 0.176 0.66 WEIR FLOW YD14 12"Nyloplast Yard Inlet-50°fo clogged 0.21 2.25 0.09 0.30 4:00 0.108 0.76 WEIR FLOW YD14 12"NyloplastYard ldet-50%clogged 0.21 2.25 0.09 0.30 6.50 0.176 1.05 WEIR FLOW YDIS 12"NybplastYazd Inlet 0.42 4.49 0.10 0.35 4.00 Q140 0.57 WEIR FLOW YDIS 12" Nyloplast Yard inlet 0.42 4.49 0.10 0.35 6.50 0.228 0 79 WEIR FLOW YDIS 12"NyloplastYard Inlet-50%clogged 0.21 2.25 0.10 0.35 4.00 0.140 0.91 WEIR FLOW YD15 12"NyloplastYazd Wet-50%clogged 0.21 2.25 0.10 0.35 6.50 0.228 1.25 WEAL FLOW YD15A 12"NybplastYard Wet 0.42 4.49 0.05 0.50 4.00 0.100 0.46 WEIR FLOW YD15A 12"NvbplastYard Wet U.42 4.49 0.05 0.50 6.50 0.163 0.63 WEAL FLOW YD15A 12"NyloplastYazd Wet-50%clogged 0.21 2.25 0.05 0.50 4.00 0.100 0.72 WEAL FLOW YD15A ° 12"Nyloplast Yard Wet-50 /o clogged ESe 0.21 2.25 0.05 0.50 6.50 0.163 1.00 WEAL FLOW YD15B 12" Nyloplast Yard Wet 0.42 4.49 0.06 0.30 4.00 0.072 0.37 WEIR FLOW YD15B 12" Nyloplast Yard Inlet 0.42 4.49 0.06 0.30 5.50 0.117 0.51 WEIR FLOW YD15B I2"Nyloplast Yard Wet-50°/a clogged 0.21 2.25 0.05 0.30 4.00 0.072 O.SS WEIR FLOW YD15B 12"NybplastYard Wet-50%clogged 0.21 2.25 0.06 0.30 6.50 0.117 O.SO WEIR FLOW YD15C 12"Nybplast Yard Wet 0.42 4.49 0.09 0.50 4.00 0.180 0.68 WEIR FLOW YD15C 12" Nyloplast Yard Inlet U.42 4.49 0.09 0.50 6.50 0.293 0.93 WEIR FLOW YD15C 12"NyloplastYard Wet -SU%clogged 0.21 2.25 0.09 0.50 4.00 0.180 1.07 WEIR FLOW YD15C 12" Nyloplast Yard Wet-50%clogged 0.21 2.25 0.09 0.50 6.50 0.293 1.48 WEAL FLOW YD15D 12"Nyloplast Yard Wet 0.42 4.49 O.iM. 0.50 4.00 0.080 0.39 WEAL FLOW YD15D 12"Nybplast Yard Inlet Q42 4.49 0.04 O.SU 6.50 0.130 0.54 WEIR FLOW YD15D 12"NyloplastYard Wet-50%clogged 0.21 2.25 0.04 0.50 4.00 0.080 0.62 WEIR FLOW YD15D 12" Nyloplast Yard Wet-50%clogged 0.21 2.25 O.tk1 0.50 6.50 O.130 0.86 WEAL FLOW YD15E 12"Nybplast Yard Wet 0.42 4.49 0.04 0.50 4.00 0.080 0.39 WEIR FLOW YD15E 12"Nvbplast Yard We[ 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD15E 12"NyloplastYard Wet-50%clogged 0.21 2.25 0.04 0,50 4.00 0.080 0.62 WEIR FLOW YD15E 12" Nyloplast Yard Wet-50%clogged 0.21 2.25 0.04. 0:50 6.50 0.130 O.S6 WEAL FLOW YD16A 30"Nyloplast Yazd Wet 2.85. S.fiO 0.22 0.40 4A0 0.352 069 WEIR FLOW YD16A 30"Nyloplast - Yard Wet 2.85 8.60 0.22 0.40 650 U.572 0.95 WEIR FLOW YD16A 30"NyloplastYard Wet-50°fo clogged 1.43 4.30 0.22 0.40 4.00 0.352 1.09 WEAL FLOW YD16A 30"NyloplastYazd Wet-50%clogged 1.43 4.30 022 0.40 6.50 0.572 1.50 WEAL FLOW YD16C 30" Nyloplast Yazd Inlet 2.85. 8.6U 1.28 0.35 4.00 1992 2 03 WEIR FLOW YD16C 30"Nyloplast Yard Wet 2.85 8.60 1.28 0.35 6.50 2.912 2.80 WEAL FLOW YD16C 30"NyloplastYard lrilet-50%clogged L43 4.3U 1.28 0.35 4.00 1.792 3.22 WEIR FLOW YD16C 30"NyloplastYard Inlet-50%clogged 1.43 4.30 1.28 0.35 E.50 2.912 4.00 ORIFICE FLOW YD16D 30"N7loplas[Yard Wet 2.85 8.60 0.21 0.35 4.00 0.294 0.61 WEIR FLOW YD16D 30"Nvlo IastY We _ p Yard t 285 86U 0.21 0.35 6.50 0478 0.8 4 WEIR FL W FLOW YD16D 30"Nyloplast Yard Wet-50%clogged L43 4.30 0.21 0.35 4.00 0.294 0.96 WEIR FLOW YD16D 30" Nyloplast Yard Wet-50%clogged 1.43 4.30 0.21 0.35 6.50 0.478 1.33 WEIR FLOW YD16D1 30" Nyloplast Yard Inlet 2.85 8.60 1.25 0.35 4.00 1.750 2.00 WEIR FLOW YD16D1 30" Nyloplast Yard Inlet 2.85 8.60 1.25 0.35 6.50 2.844 2.76 WEIR FLOW YDI6DI 30" Nyloplast Yard Inlet - 50% clogged 1.43 4.30 1.25 0.35 4:00 1.750 3.17 WEIR FLOW YD16DI 30" Nyloplast Yard Wet-50%clogged L43 4.30 1.25 0.35 6..50 2,844 4.00 ORIFICE FLOW YD16E 30"Nybplest Yard Wet 2.85 8.fi0 O.b4 0.35 4.00 0.896 1.25 WEIR FLOW YD16E 30"Nybplast Yard Inlet 2.85 8.60 0.64 0.35 6.50 1.456 1.77 WEIR FLOW YD16E 30"NyloplastYazdldet-50%clogged 1.43 4.30 0.64 0.35 4.00 0.896 2.03 WEULFLOW YD16E 30"Nylophs[Yard Wet-50%clogged 1.43 4.30 0.64 0.35 6.50 1456 2.80 WEIR FLOW YD16F 30" Nyloplast Yard Wet 2.85 8.60 0.15 0.50 4.00 0.300 0.62 WEAL FLOW YDI6F 30" Nyloplast Yard Wet 2.85 8.60 0.15 0.50 6.50 0.488 O.SS WEIR FLOW YD16F 30"Nyloplast Yard Inlet-50%clogged L43 4.30 0.15 0.50 4.00 0.300 0.95 WEIR FLOW YD16F 30"NyloplastYazd Wet-50°/a clogged 1.43 4.30 0.15 0.50 6:50 0.488 1.35 WEAL FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 iNhr for spread, and 6.5 inlhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet K g �' ® pO i 4 > J m m v � � v � •• d ti cQi o a a �_ � 3 1. s � m W � - �° .s N C N ? @ � m s � � � a N a i r/i N �i � � r w v � m - a a 8 �, 9S �, x a ^ y � B i' � a, � �i a � a 7 -��' � u i, K N rmn w CJ o u � 26 3B B.0 0.13 0.75 0.096 0.39 0.00 0.39 0.0200 00200 20 0.0833 4.1650 0.11 0.95 3.5192 0.1466 0.1593 4.75 1.26 1.00 0.39 0.00 4 3B 8.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0500 0.0200 2.0 0.0833 4.ifi50 2.59 0.99 3.5t92 0.1466 0.1652 4.43 1.36 1.00 0.18 0.00 68 3B 10.0 0.74 O.W 0.370 1.4B 0.00 1.48 0.0210 00200 20 0.0833 4.1650 8.72 0.76 3.5192 0.1466 0.1314 9.48 1.48 1.00 1.48 0.00 8 38 10.0 0.17 0.65 p.111 0.44 0.00 0,44 0.0700 0.0200 20 0.0633 4.1650 SA7 0.98 3.St92 0.1466 0.1637 7.18 1.39 1.00 0.44 0.00 8B 3B 72.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0700 0.0200 2.0 0.0833 4.ifi50 3.75 0:96 3.5792 0.1466 0.ifi08 8.07 1.49 1.00 0.57 0.00 10 3B 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 20 0.0833 4.1650 2.78 099 3.St92 0.1466 0.1652 7.42 1.35 1.W 0.33 0.00 10B 3B 76.0 0.30 0.75 0.225 0.90 0.00 0:90 O.t200 0.0200 20 0.0833 4.1650 4.02 0.95 3.5192 0.1466 0.1593 11.56 1.38 1.00 0.90 0,00 12 3B 8.0 005 0.90 0.045 0.16 0.00 0.18 0.12(IQ 0.0200 20 0.0833 a1650 2.20 100 3.5192 0.1466 0.1666 5:72 1.40 1.00 0.18 0.00 14 3B 70.0 022 0.75 0.165 O.fi6 0.00 0.66 0.0300 0.0200 2.0 0.0833 4.ifi50 4.6d 0.90 3.5192 0.1466 0.1520 6.89 1.45 1.00 0.66 0.00 i6B 3B B.0 0.14 0.75 0.105 0.42 O.170 0.42 0.0300 0.0200 2.0 0.0833 4.iG50 9.92 095 3.5t92 0.1466 0.1593 5.54 1.44 1.00 0.42 000 18 3B 72.0 0.18 0.75 0.135 0:54 D.00 0.54 0.1200 0.0200 20 0.0833 4.1fi50 3.32 0:98 3.St92 0:1466 0.ifi37 9.18 1.31 1.00 0:54 000 20 7A 10.0 0.09 0.75 0.069 0.27 0.00 0.27 0.1200 0.0200 20 0.0833 4.1650 2.58 0.99 3.5192 0.1466 0.1652 6.82 1.47 1.00 0.27 0.00 zz 3B e.o a.07 q.7s o.os3 a21 o.ao 0.21 q.tzgo o.ozao 20 o.os33 a.lsso 2.33 t.00 3s19z n14ss o.lsss s.11 1.31 1.00 o.z1 0.00 24 36. 4.0 0.05 0.90 0.045 0.18 0.00 0.18 0.0109 0.0200 20 0.0633 4.1650 3A5 0.98 a5192 0.1466 0.1637 2.82 1.42 1.00 0.18 000 26 38 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0109 0.0200 20 0.0833 4.1650 4A7 0:92 3.5192 0.14fi6 0.1549 3.90 1.54 1.00 0.36 0.00 30 3B 72.0 0.16 0.65 0.104 0.42 0.00 0.42 0.1200 0.0200 20 0.0lC13 4.1650 J.07 0.99 a5192 0.1466 0.1652 8.18 1.47 1.00 0.42 0.00 30B 3B. 72.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.02W 2.0 0.0833 4.1650 3.52 O58 3.5t92 0.1466 0.1637 9.18 1.31 1.00 0.54 0.00 32 3B t0.0 0.14 0.65 0.091 0.36 O.t10 0.36 0.0827 0.0200 20 0.0833 4.1650 3.08 0.99 3.5192 0.1466 0.ifi52 6.90 1.45 1.00 0.36 0.00 32@ 3B 70.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.02tp 20 0.0833 4.1650 JAt 0.98 3.St92 0.1466 0.1637 7.79 1.28 1.00 0.48 0.00 36 3B 8.0 0.10 0.75 0.075 0.30 0.(10 0.30 0.0411 0.0200 20 0.0833 4.ifi50 3.26 0.98 3.St92 0.1466 0.1637 5.20 t.54 1.00 0.30 0.00 38 3B 8.0 0.09 0.75 0.068 0.27 0.00 0.27 0.0282 0.0200 20 0.0833 4.1650 3.38 0.98 3.5792 0.1466 0.1637 4,44 1.35 1.00 0.27 0.00 40 3B B.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0272 n0200 2.0 n0833 4.1650 4.25 0.93 3.5192 0.1466 0.1564 5.26 1.53 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 20 O.OB33 4.1650 4.52 0.91 3.5792 0.1466 0.1534 5.17 1.55 1.00 0.48 000 46 3B 4.0 n06 075 0.045 0.18 0.00 0.18 0.0103 0.0200 20 0.0833 4.1650 3.45 0.98 3.5192 0.1466 0.1637 2.82 1.42 1.00 0.18 0.00 48 3B 8.0 0.15 0.65 0.098 0.39 0.00 0.39 0.0109 0.02IX7 2.0 0.0833 4.1650 4.6t 0.90 3.St92 0.1466 0.1520 4.08 1.47 1.00 0.39 0.00 50 3B B.0 0.18 0.75 0.135 OS4 0.00 0.54 0.0300 00200 20 00833 4.1650 4.31 0.93 3.5192 0.1466 0.1564 6.22 1.D 1.00 0.54 0.00 52 3B 72.0 0.24 0.75 0.18(7 0.72 0.00 0.72 0.0500 0.02W 2.0 0.0833 4.1650 4.38 0.93 3.5192 0.1466 0.1564 8.19 1.47 1.00 0.72 0.00 54 3B 18.0 052 n65 0,338 1.35 0.00 1.35 O.OSW 00200 20 OOB33 4.1650 5.52 0.85 3,5192 0.1466 0.1446 11.18 1.43 1.00 1.35 0.00 58 3B 8.0 0.11 0.75 0,083 0.33 O.W 0.33 0:0473 0.0200 20 0.0833 4,ifi50 J.29 0:98 3.5192 0.1466 0.1637 5.64 1.42 1.00 0.33 0,00 EO 3B 70.0 0.10 0.75 0.075 0.30 0.00 0.30 O.t2(p 0.0200 2.0 0.0633 4.ifi50 2.86 0.99 3.5192 0.1486 0.ifi52 7.13 1.40 1.00 0.30 0.00 62 3B 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.1200 0.0200 2.0 0.0833 4.1650 2.84 0.99 3.5192 0.1466 0.1652 7.96 1.26 1.00 039 0.00 fib 3B 70.0 0.71 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 0.1466 0.1 E52 7.42 1.35 4.00 0.33 000 68 38 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0300 0.0200 20 0a633 4.1650 2.02 t.GO 3.5192 0.1466 0.166E 2.57 1.56 1.00 0.07 0:00 80 3B fi.0 0.12 0.75 0.090 0.36 O.W 0.36 0.0200 0.0200 2.0 0.0833 4.ifi50 3.99 0:95 3.5192 0.1466 0.1593 4.60 1.31 1.00 0.36 0.00 82 3B B.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0200 0.0200 20 00833 4.1650 a07 095 3.St92 0.1466 0.1593 4.62 1.� 1.W 0.36 0.00 84 3B 8.0 0.14 O.fis 0.091 0.36 0.00 0:36 0.059fi 0.0200 20 0.0833 4.1650 L27 0.98 3.5192 0.1466 0.1637 630 1.27 1.00 036 0.00 90 38 12.0 020 0.65 0.130 052 0.00 0.52 0.0991 0.0200 20 0.0833 a1650 3.39 098 3.5192 0.1466 0.1637 853 1.41 1.00 0.52 0.00 sz 36 to.e q.t1 D.6s o.o7z q.ze o.qo o.2s 0.09s1 o.ozw z.o o.aea3 4.ifi50 eat oss aslsz o.14ss o.1ss2 sso 1.5z too o.zs o.00 94 3B B.0 0.12 0.65 0.078 0.31 O.170 0.31 0.0643 0.0200 2.0 0.0833 4.iG50 9.04 0.99 3.5192 0.1466 0.1652 6.01 1.33 1.00 031 O.Oq 96 3B 72.0 0.45 0.50 0.225 0.90 D.00 0.90 0.04fi0 0.0200 2.0 0.0833 4.1fi50 4.82 0.90 3.5792 0.1466 0.152(1 892 1.35 1.W 090 000 9s 36 72.a a.3e a.6o o.z2e ps1 o.w ost o.a3sz o.ti2ao z.12 o.a633 an�o ass o.ee 3s1sz o.146s a14so ss5 1.3s t.00 os1 o.Do 104 3B B.0 0.19 0.70 0.133 0.53 0.00 0.53 0.01 &9 0.0200 20 0.0833 4.ifi50 4.67 0.90 3.5192 0.146fi 0.1520 5.48 1.46 1.00 0.53 0.00 114 3B 76.0 1.03 0.50 0.515 2.06 O.W 2.06 0.0215 0.0200 20 0.0833 4.ifi5o 7.58 0.70 a5192 0.1466 0.1226 11.43 1.40 1.00 2.06 0.00 NTH OFF Oy � SCOTT R. LINS U Lie. No. 035791 n ° 10/27/20 w� �O��S'SIONAL EO�- to F FF Z Z H W W W W U) F E 0 0 f (D O O O O Q w Z Z M O O ZZ O O Z O Q J F Z Z �-' O I 2: X W W m ra m LU N 0 0 w t=n Q Q '~-' F- 0 0 0 J 1Y a' J O Z Z N 0 F a a a� 0 0 Z g g >,�_, Z W W t W W W > to Vl W Z H F- LiJ ww�winLU /� a w w ii I 0 I- 1- N U) O O 4k �k Z I- F- O > Z Z W U) V) O O in iV Z Z O O in (n LU � w w K -for inlets draining to stormwater management facilities, where oeedand flow to facilities is not available, 100 % capture is required at 6.5in/hr W N N N N N N l l 0\0 N .\-I l l O\t Q •--I '-I '-I '-I N O N .\-I M l\D O\l O\l O O M C7 (� N LL co z I CI N J W TOT 0- VJ WQN `w 1 \ �� /� V I Ld z J Z -j Q O z �- W 1-4 Q U J O 1 V ZQLU J V v Q W U J 1 l7 : for inlets draining to starrrnvater managemerd facilities, where overland flow to facilities is not available, 100% captum is required at 6.5iNhr i Uj j z V/ J Lr J H� 0 w 2 Z Nw L.L z_ w IIJ J `� �� V 0 O N O LU d U) JOB NO. 182157 SCALE N.A. `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 hale a curb spread, but will have inlet spread and depth - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth SHEET NO. - for inlets draining to stormwater management facilities, the 6.5inthr check storm will sufice forthe 10yr conveyance to the facilities - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will sufice forthe 10yr conveyance to the facilities 1 /, 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 aerland flow as well as yard inlet and roof dram drainage areas. Y STRUCTURE DRAIN aCD r a0 r aZ ,:" rd Inlet - 50%clogged 0.21 2.25 Q24 0.40 6.50 0.624 3.67 WEIR FLOW a0 �- D rd Inbt - 50%clogged 0.21 2.25 0.04 0.50 6.50 0.130 0.86 WEIR FLOW DRAIri NAGE t - U t STRUCTURE INLET TYPE AREA PFIUMEFER A C I Q D FLOW TYPE (FT2)(FT) (ACRES) (IT7/HR) (CFS) ([N) 112 DI-7 5.98 12.83 3.40 0.40 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%clogged 2.99 6.42 3.40 0.40 4.(IO 5.44 4.0 ORIFICE FLOW 112 DF7-50%clogged 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 6.50 (IMensity is 4 In/hr for spread, and 8.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (IMensity is 4 In/hr for spread, and 8.5 iNhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � ri > 1 ° ,� � c � ui m ¢ U V O O O - " y c c e v � � 3 ui L`i 3 m � r lu a � ± w° o $ a` � m y °r�l � � lu O p u to 2B 3B 6.0 O.t3 075 0098 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.ifi5o 4.94 089 35192 0.146fi 0.1505 fi.03 099 i W 0.fi3 0.00 4 3B 6.0 0.06 0.75 0.045 0.29 0.00 029 O.OWO 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.1466 0.ifi52 6A3 1.11 1.W 0.29 0.00 6B 3B ta0 0.74 0.50 0.370 2.41 0.00 2.41 0.0270 0.0200 2.0 0.0833 4.1650 8.06 0.6a 35192 0.1465 0.1197 12.29 1.14 1.W 2.41 0.110 8 36 10.0 O.t7 O.fis 0.111 0.72 0.00 0.72 0.0700 0.0200 20 0.0833 4.ifi5o 4.09 094 35192 0.148E 0.1578 9.00 1.11 1.W 0.72 0.00 8B 3B t2.0 O.t9 0.75 0.143 0.93 0.00 0.93 0.0700 0.0200 2.0 0:0833 4.1650 4.W 092 3Si92 0.1466 0.1549 10.12 1.19 1.W 0.93 0.00 10 3B 70.0 O.tt 0.75 0.083 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.31 0.98 35192 0.146fi 0.1637 9.15 1.09 1.W 0.54 0.00 108 3B 78.0 0.30 0.75 0.225 1.46 000 1.46 0.1200 0.0200 2:0 0.0833 4.1650 4.83 0.89 35192 0.1466 0.1505 74.87 1.09 1.00 1.46 0.00 12 3B 8.0 0.05 0.90 0.045 0.29 0.00 0.z9 0.1200 0.0200 2.0 0.0833 4.1fi50 2.64 0.99 35192 0.146E 0.1652 7.06 1.13 i.t)D 0.29 0.00 14 3B 70.0 0.22 0.75 0.165 1.07 0.00 1.07 O.IXi00 0.0200 2.0 0.0833 4.1650 5.57 0.85 3.5192 0.1466 0.1446 8.70 1.15 1.W 1.07 OAO 168 3B 8.0 O.t4 075 0.105 0.68 0.00 0.68 0.03p0 0.0200 2.0 0.0833 4.1fi50 4.70 0.90 a5192 0.146E 0.1520 8.99 1.15 1.00 0.fi8 O.Oo 18 3B 72.0 0.18 0.75 0.135 0.88 0:00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 11.44 1.W 1.00 0.88 0.00 20 3B 10.0 009 0.75 O.OfiB 0.44 0.00 0.44 0.1200 0.0200 20 0.0833 4.1fi50 3,07 0.99 35192 0.146E 0.1652 6.97 1.2'1 100 0.44 000 22 38 a0 0.07 0.75 0.053 0.34 0.00 0.34 0.1200 0.0200 2.0 0.06i3 4.ifi50 2.80 099 3.5192 0.146fi 0.ifi52 7.6J 1.06 1.00 0,34 0.00 24 38 0.0 0,05 090 0.045 0.29 0,00 0.29 0.0109 0.02W 2.0 00833 44650 4.14 0,93 3Si92 0.1466 0.1564 3.55 1.13 1.W 0.29 0.00 26 3B 8.0 O.t2 0.75 0.090 0.59 0.00 059 0.0109 0.0200 2.0 0.0833 4.1650 5.37 086 3.5192 0.1466 0.1461 4.95 7.21 1.W 0.59 000 30 3B 12.0 0.16 0.65 0.104 D.68 0.00 0.68 0.1200 0.0200 2.0 00833 4.1650 3.61 0.97 35192 0.1466 0.1622 10.14 1.18 1.W 0.68 0.00 30B 3B 72.0 O.tB 0.75 0.135 0.88 0.00 0.88 0.izf10 0.0200 2.0 0.0833 4.ifi50 3.98 095 3.5192 0.1455 0.1593 71.46 1.05 1.00 0.88 0.00 32 3B 10.0 0.14 065 0.091 0.59 000 OS9 0.0820 0.0200 2.0 00833 a.1650 3.69 0.96 3Si92 0.1 a66 0.1608 8.80 1.16 1.00 0.59 0.00 32B 3B t0.0 O.t6 0.75 0.120 0.78 0.00 0.78 0.0820 0.0200 2.0 0.0833 4.ifi50 4.09 0.94 3.5192 0.146E 0.1578 9.77 1.@ 1.00 0.78 0.00 36 3B B.0 0.70 0.75 0:075 0.49 0.00 0.49 0.0411 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0.1593 BA8 1.23 1.00 0.49 0.00 38 3B 6.0 009 0.75 O.OfiB 0.44 O.W 0:44 0.0282 0.0200 2.0 0.0833 4.1650 4.03 095 3.5192 0.146fi 0.1593 5.54 1.C6 1.W 0.44 0.00 40 3B B.0 0.74 0.80 0.112 0.73 0.00 0.73 0.0222 0.0200 20 O.OB33 4.1650 5.10 0.88 35192 0.1466 0.1490 8.84 1.21 1.W 0.73 0.00 42 36 B.0 O.t5 0.80 0.120 0.78 O.W 0.78 0.0184 0.0200 20 0.0833 4.1fi50 5.42 OB6 35192 0.146E 0.1461 fi.53 1.22 1,W 0.78 0.00 46 3B 0.0 006 0.75 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0:0833 4.16W 4.14 093 35192 0.1466 0.1564 5.55 1.13 1,00 0.?3 0.00 48 3B &0 O.t5 O.fi5 0.098 0.63 0.00 O.fi3 0.0109 0.0200 2.0 0.0833 4.ifi50 5.53 0.85 35192 0.146fi 0.1446 5.15 1.17 1.00 0.63 0.00 50 3B 8.0 0.78 0.75 0.135 0.88 0.00 088 0.0�0 0.0200 2.0 0.0833 4.1fi50 5.17 088 35192 0.146fi 0.1490 7.65 1.02 1.00 O.BB 0.00 52 3B 72.0 0.24 0.75 0.190 1.17 0.00 1.17 0.0500 0.0200 2.0 0:0833 4.1650 5.23 087 35192 0.1466 0.1476 10.39 1.15 1.W 1.17 O.W 54 3B i6.0 0:52 0.65 0.338 2.20 0.00 220 0.0500 0.0200 2.0 0.0833 4.1650 fi.62 077 35192 0.146fi 0.1329 14:42 1.11 1.W 2.2T 0.00 58 3B &0 0.11 0.75 0.083 0.54 0.00 0.54 0.0473 0.0200 2.0 0.0833 4.1650 3.94 0.95 3.5192 0.1456 0.1593 7.04 1.14 1,00 0.54 0.00 60 36 10.0 0.10 075 0.075 0.49 0.00 0.49 0.1200 0.02W ?.0 0.0833 4.1650 3.20 0.99 35192 0.1466 0.165? 6.75 1.14 1.Ib 0.49 0.00 62 3B t0.0 O.t3 0.75 0.098 0.63 0.00 0.63 0.1200 0.0200 2.0 0.0833 4.ifi50 3.53 0:97 3.5192 0.1466 0.1622 8.87 1.01 1.00 0.63 0.00 66 3B 10.0 0.71 0.75. 0.0&3 0.54 0.00 0.54 0.1200 0.0200 2:0 0.0833 4.1650 3.31 0.98 3.5192 0.1466 0.1637 9.15 1.G9 1.00 0.54 0.00 68 38 4.0 0.02 0.90 0.018 0.12 0:00 0.12 0.0300 0.0200 2.0 O.OSi3 4.1650 2.43 0.99 3.5192 0.1466 0.1652 3.17 1.26 1.00 0.12 0.00 80 3B 6.0 O.t2 0.75 0.050 0.59 0.00 0.59 0.0200 0.0200 2.0 n0833 41650 4.79 0.90 35192 0.146E 0.1520 5.60 1.03 LW 0.59 000 82 38 8.0 0.74 0.65 0.091 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.81 090 3.5192 0.1466 0.1520 5.83 1.IXi 1.00 0.59 0.00 84 38 B.0 0.14 0.65 0091 0.59 0.00 0.59 O.11596 0.02W 2.0 0.0833 4.1650 3.92 087 35192 0.1466 0.1622 7.T7 1.03 1.W p.59 0.00 90 3B 72.0 n20 0.fi5 0.130 0.85 0.00 0.85 0.0991 0.0200 2.0 0.0833 4.ifi50 4.07 0.95 3.5192 0.1466 0.1593 10.83 1.13 1.00 0.85 0.00 92 3B 10.0 0.11 0.65 0.072 0.46 0.00 0.46 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.98 35192 0.1466 0.1637 6.14 1.23 1.00 0.46 0.00 94 38 a0 O.t2 0:65 0.078 0.57 0.00 0.51 0.0643 0.0200 2.0 0.0833 4.ifi50 3.fi5 097 3.5192 0.14fifi 0.1622 7.65 1.07 1.00 0.57 0.00 96 3B 72.0 0.45 0.50 0.225 1.46 OW 146 0.0460 0.0200 2.0 00833 4.1650 5.]8 0.84 35192 0.1466 0.1432 11.54 1.06 1.W 1.46 0.00 98 3B i2.0 0.38 0.60 0228 1.48 0.00 1.48 0.0392 0.0200 2.0 0.0833 4.1fi50 5.98 0.78 35192 0.14� 0.1344 7729 1.06 1.00 1.48 0.00 104 3B &6 0.19 0.70 0.133 0.86 0.00 0:86 0.0189 0.0200 2.0 0.0833 4.1650 5.60 0.85 35192 0.1466 0.1446 8.92 1.76 1.W 0.86 0.00 114 3B 16.0 t 03 0.50 0515. 3.35 O.W 3.35 0.0215 0.0200 2.0 0.0833 4.ifi50 9.09 0.62 3.5192 0.14fifi 0.1109 74.89 1.07 1.W 3.35 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6:50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gu INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 iNhr for spread, and 6.5 inlhr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb zntl Gutter Inlet e � ul m C y° °u � qg o $ a § L 4 m � 'o � y o C 3 m � p o 9 r � � o s 2' m a 8 � � a� � y � � � F 5 O � 0 @ � n � a a > � O � � � aEa J ¢ ti O o ai . ai 3 r r 2 kn 0.77 0.75 0.126 0.51 0.00 0.57 0.0010 0.02(10 2.0 0.0200 1.0000 7.88 right 0.76 0.75 O.t20 0.48 0.00 0.48 0.0070 0.0200 2.0 0.0200 1.0000 7.80 2 30 10.0 combinetl flow 1.0 0.10 0278 5.00 kk O.flS 0.75 0.038 0.15 0.00 0.75 0.0070 00200 2.0 0.02(p 1.0000 S.d9 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0070 0.0200 2.0 0.0200 1.0000 509 6 3C 8.0 colrbhredfbw 0.3 0.06 0.124 286 kn D.O4 O.BS 0.026 0.10 0.00 0.70 0.0070 0:02W 2.0 0.0893 4.7850 4.39 rght OA3 0.85 0.020 0.08 0.00 0.08 0.00f0 0:0200 2.0 0.0833 4.1650 3.95 78 3C 6.0 combinetl flow 0.2 004 0.089 2.04 kk 0.06 0.65 0039 0.18 0.00 0.18 0.0010 0.0200 2.0 00200 1.0000 5.12 rgM 0.06 065 0039 0.18 0.00 0.76 0.0070 0.0200 2.0 00200 7.0000 5.72 28 3C 8.0 colMlnetl fbW 0.3 0.06 0.128 2.82 kn 0.08 0.85 0.039 0.16 0.00 0.18 0.0070 0.0200 2.0 0.0200 1.0000 5.12 rght o.07 0.65 0.046 048 0.00 0.18 0.00f0 0.0200 2.0 0.0200 1.0000 5.42 58 3C 6.0 corrbinetl fbw 03 008 0.135 3.08 kn o.09 0.65 0.059 0.23 0.00 0.23 0.0070 0.0200 2.0 0.0200 1.0000 5.96 rght 0.09 0.65 0.059 0.23 0.00 0.23 0.0070 0.0200 2.0 0.0200 1.0000 5.98 S6B 3C 8.0 colMined flow D.5 0.07 0.147 3.98 Wen 0.09 075 0,066 0.27 0.00 027 0.0070 0.02W 2.0 0.0270 1.0000 8.29 rght 0.12 0.75 OG90 0.36 0.00 036 0.0070. 0.0300 2.0 0.0300 1.0000 7.00 70 3C 8.0 combined fbw 0.8 0.08 0.780 4.72 kn o.04 o.7s o03o c.1z oco o.1z o.0010 o.ozao z.o a.ozoo 1.0000 4.64 right o.as o.7s oo4s o.1a o00 o.1e o.00ln o.ozco z.o q.ozoo 1.WW s.4o 78 3C 6.0 conbinetl flow 0.3 0.08 0.724 2.86 left 0.18 0.65 0.11] 047 0.00 047 0.00f0 O.OZUO z.0 0:02W 1.0000 7]2 rght 0.18 O85 0.117 OA7 000 0.47 O.OmO 0.0200 20 002W 1.0000 7.72 102 3C W.0 combined flow 0.9 0.10 0.210 4.62 SHEET TITLE: DATEO9.O8.2OZO SHEET NUMBER: SPRING HILL VILLAGE Jessica �rimm COMMUNITY PARK PLAYGROUND SCALE:1"=20'-0" LA tp5<,�E •R<g�TE<T ALBEMARLE COUNTY, VIRGINIA EQUIPMENT CONCEPTUAL PLAN PO Bov W2 CM1e.vllcarie, VA u9m a34A9RO5R0 Ivsa,ce�0eaeimpnmmdavgncam www4xYkaprMmdalgn.com �AJH 0 1 SCOTT R. LINS'� - 4R U Lic. No. 035791,n 10/27/20 l`w4 rrONAL E ` k k �yuNpr Q R i J>r R O is k Y ,Bench yp. Y k d I� in s- 2 bays Gate Ln Ln k; t° \ Playgroup et S g Conc ete walk •" F- F- w w w • c I _I\ \ I� �II� /� Fence � � LU Z X o o ? U U t- Ln Z o Z Z i • Z Z U0LU O O O 30'x3O' Picnic T ble, Typ. ' (n U U of a X Z J LU J O t— Z z Swings- 2 bays rt Half Cou t O a<< z LU (n (n a (u LT) LT) \ t Gate 4 U m m LT) w LU O 0 • h n e ^. Steps ~ in a s~� a a • #: t I o J s W n O Z Z t ¢ W W J < Concrete walk 1�1 0 F- Z a n c -- ------ r w w ---- -- \ k I z Si w w w k • ° = Gas grills > n n W Z 1-- ° - w L Y - v t d t• a a, Y• h W > > S of (n Ln 4 g°• t •° t• •° s Y t t k t k• g• g° m• Q°¢ _ - W W W H W W W ¢ CIX 4¢ Y k t k t • u Y 4 k t` l g k R 8 k Q k ¢ 8 k Y Y t t k• 8 k t R¢ I I Q Q I— e ¢ ` R Q Q g k♦ g •° d Y ° 4 2T' Pavilion. I .-" N In LU O O q[ E¢. A R\ ` t kt k ka 3 k Q k kk Y• R Y Y 6500 SF - g° Y N Y k® d .¢ .k • e t .Y g k �� ._� \ Q_ Q_ O Z Z g k R t h t Y k R '� ♦ . Ln (n O O :Y . ° t • •° • t • s k R t Open Field Gas fire pit with seat wall > > LU ` •• t\ W W W W N Y - Y k¢ • g. g 8° ° Y¢ 4 8 t ¢' t e Y ° 8 g t Q Y 4 p R g Y k Y e Y v g• R �� .: k g k k t t Y 8 t t• k Y¢ k t t g g ° Y° fi t ® d• e¢ d t° t • d k t h k R •I' N ¢° Y t t R•♦ d Y 8 Y Y•® Y Q d k• e k k IX i. - t h t ° l g 8 k k e A 8 4 g k R g Q ¢♦° h t° pt ♦� ° h ° k° k d k k b k a° t k k e• R g t n ° t k♦ m` 8 t 8h° t y 8 R y • a ° • • e ° m ° t ° e ° Y ° \ ° e t Y° 4¢ d h t ID k Y Y ¢•• k g° h y t ° t• k k¢ d k k ¢ t t °• d t h t ° \ ° \ • t e • t ° m • t ° \ h a C h Y Y k g 8\ t p t g 4 t d t ., i g ,, t i¢ ! k h g k• k g Y g • ° Q Y d 8 Y• k 8 6 h_ 8• Y ° t Y L 8 Y Y Y °° ` fi t. .Y • d ° m ,- • • 4 t Y ¢ ` ° .. ° ° • • Y t ° c �• •• • ♦.. LU \ N N N N N N ° R e, • p ¢ 3 t _ Y t \ n ¢ ° • • • ll, W N .--� ll, 01 r4 \ � I I / � // \ � I � / //,. \ \ l I I / // :, \ \ 1 I / � // R • rc � 1 I I / � • % • • �Y •. Q .-I ti .-i ..-i N O N •i• •�4. ,P.. • Z� ti M co VJ N z NT I Q WN PS Group: -1 $18,766 N w Age Group: 2-12 Years Caucture 25 W Use Zone: Size: 25' % 10' H Use Zone: 37' x 22' Fall Height; 4' Est. Timber Count: 30 0 ADA: Yes W Want a Sm pa�stT PSS-31723 $22,221 _ J J 111 z w W - LIL- 9 W LU O Ili Z /�/ w L Q i E \ RYp eim�er � Q Q SWpeet �eit mend >6 ba• - 6LeixM U W w pe�e� J �IX;I I Climhe, Y 4J-1 Q SUPERIOR RECREATIONAL PRODUCTS 2-12 YEAR OLD PLAY STRUCTURE � > 7 LnJ O 1--1 T` REQUIREMENTS BASED ON 100 UNITS: 2 TOT LOTS WITH- 8 SWINGS 2 W Q SLIDES, 4 CLIMBERS, 2 WHIRLS, 4 BENCHES, I HALF COURT FOR W W BASKETBALL PROPOSED: 8 SWINGS(4 REGULAR, 4 BUCKET), INCLUSIVE ORBIT, I HALF U COURT BASKETBALL, OPEN RECREATION FIELD, 3 BENCHES 2 PICNIC U) z Uj _ TABLES, PLAYSTRUCTURE WITH 2 SLIDES, 4 CLIMBERS P —1 W is �r Q Inclusive Orbit $10,336 Model: PLDOO]OXX C) Use Zone: 20' x 20' 0 Ages: 5-12 - Designed for Wheelchair Access SUPERIOR RECREATIONAL PRODUCTS SINGLE POST SWING FRAME-(2) 2 BAY SUPERIOR RECREATIONAL PRODUCTS INCLUSIVE ORBIT SWING FRAMES- 8 SWINGS WITH 2 SETS OF BELT SEATS AND 2 SETS OF BUCKET (ACCOMODATES 3-6 CHILDREN) SEATS w O L a � JOB NO. 182157 SCALE 1.1 SHEET ANo. 15 IRIY. REM MANUFACNRE0. ]YPF/ORDERa PAITERN/SgE/SPA/]NG FlMSX//DIDR ADDRESg f�NfMT Est Pdre MaxPIayFR LLC grBk Post Swing Framo- 1254 Eyrie View Dr PM MCNamam E 2be St,on., gecreationalPmduns TFR0623X% 20a L fibu VA 24503 434664-8522 $4,8]4.00 MarPlayFh, LLC Swing Seat- 1254 Eyrle Mew Dr Pat McNamara 2 Setof28el[Seats superior Recreational Products 9W35108KK 8'Gelvanizetl chNn Lynchburg, VA 24503 (434(664-8522 $356.00 MaxPlayfR, LLC Swirg Seat- 1254 Eyrle Vlaw Dr Pa[ MCNamam 2 Set of2pgR Bucketgea6 Supedpr Receanonal Products 90015130X% Galvanlzetl <haln Lynchburg, VA 24503 (434f 664-8522 $]30.00 MaxPlayFlt LC 1254 Eyrie View Dr Pat MCNamare 1 Orba Inner -Inclusive Su dor RecxeationalPmducts PLD0010XX Lynchburg, VA 24503 (434�6648522 $10,336.00 MaxPIayFR', LLC 1254 Eyrle View Dr Pat MCNamare 1 Playground Superior Reoeauonal Prptlutts P53dll23 LynNburg. VA 24503 (434�6645522 $18,]fi6.00 MaxPlaygrt, LLC Mulch or 1254 Eyrle View Dr Pat McNamara 1985N FT EnPneeretl wootl fiber Superbr Rerreational Products fi•tle h Lynchburg, VA 24503 (034 fi64-8522 3 BenN 2 Pirnktable 3061F Aluminum Fence 2 3' Aluminum Gate SPRING HILL VILLAGE SHEET TITLE: DATE 09.O8.ZO2O SHEET NUMBER: • J PLAYGROUND ess:ca rrmm ALBEMARLE COUNTY, VIRGINIA ,� 0o Bpx Ch¢rlulte, �IIe. YA EQUIPMENT aaz, zmnz 434'ft9z0520 jvae�ce�l•YdrePnmmdadgnuwn REQUIREMENTS wwwzwuuvrimmdrivnmm a PLANT SCHEDULE: I� PROPOSED LANDSCAPING EASEMENT HWP5.1 M354 (80' RIWV) Quantity Latin Name Common Name Scheduled Size 20 Acer cam estre'Evel ' * 'Evel ' Hed a Maple- 2.5" cal. 2.5" cal. 11 Acer rubrum'October Glory' 'October Glory Red Maple- 3.5" cal. 3.5" cal. 28 Acer saccharum'Green Mountain' 'Green Mountain' Sugar Maple 25' cal. 6 Betula ni ra River Birch- 3.5" cal. 3.5" cal. 2745 Carex stricta Tussock Sedge plug 50/Flat 3 Celtis occidentalis Hackber 2.5" cal. 10I 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' 'Ma Nell' Holl 4-5' 212 Ilex labra'Shamrock' 'Shamrock' Inkberry 3 gal. 23 Ilex x'Ma land' Oakland Holly 4-5' 49 Itea vir inica'Hen 's Garnet' 'Henry's Garnet' Sweets ire 3 gal. 59 Jasminum nudiflorum Winter Jasmine 3 gal. 20 Juni erus virginiana Eastern Redcedar 4-5' 98 Juni erus vir iniana'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 41 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 Magnolia randiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5 15 Magnolia grandiflora Tittle Gem' 'Little Gem' Ma nolia 4-5' 5 Magnolia stellate 'Royal Star' 'Royal Star' Magnolia 6-T ht. 10 Malus x'Prairifire' 'Prairifire' Crabapple 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. 61 Prunus subhirtella 'Autumnalis' 'Autumnal is' Cherry 6-T ht. 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 54 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardit Shumard Oak 1.5-1.75" cal. 10 Quercus shumardii Shumard Oak- 3.5" cal. 3.5" cal. 52 Thu'x'Stee lechase' 'Steeplechase' Arborvitae 4-5' 7 Ulmus americana'Princeton' 'Princeton' Elm- 3.5" cal. 3.5" cal. 108 Viburnum x pragense Prague Viburnum 3 gal. 10 Vibumum x rh ido h Iloides'Alle han ' 'Allegheny Viburnum 3 gal. • CLADRASTIS KENTUKEA AND ACER CAMPESTRE 'EVELYN' PROPOSED AS MEDIUM TREES ALONG PEDESTRIAN PATHWAYS BASED ON THE FOLLOWING ATTRIBUTES: 4W MIN. HEIGHT REQUIREMENT, CLEAR PASSAGE BENEATH CANOPY. URBAN ?TOLERANCE. SUBSTANTIAL AND BROAD CANOPYY, AND EXCEPTIONAL SEASONAL CHARACTERISTICS CANOPY CALCULATIONS: Ak III 13:� 1. ALL SITE PLANTINGS OF 'TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT91 THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SMALL BE PRUNED MINIMALLY AND ONLY 70 SUPPORT THE OVERALL HEALTH OF THE PLANT. (REFERENCE VSMP STORMWATER MANAGEMENT PLAN FOR PLANTINGS ASSOCIATED WITH DRY SWALE/STORMWATER MANAGEMENT & PROPOSED LARGE CANOPY TREES SHALL BE PLANTED A MINIMUM OF W-O' FROM OVERHEAD UTIUTY LINES ALONG ROUTE 20. Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 20 Acer campestre'Evelyn' Evelyn' Hedge Maple 7-8' ht. 230 4600 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 26 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5564 6 Betula nigra River Birch 3.5" cal. 535 3210 3 Celtis occidentalis Common Hackberry 2.5" cal. 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' 1 16 320 98 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 1568 43 Liquidambar styraciflua 'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 10234 3 Magnolia grandiflora 'D.D. Blanchard' 'DID Blanchard' Southern Magnolia 6' ht. 82 246 15 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 6' 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 91 Platanus x acerifolia 'Bloodgood' 'Bloodgood' London Plane Tree 2.5" cal. 368 3312 6 Prunus subhirtella 'Autumnalis' Autumnalis' Cherry 6-T ht. 77 462 3 Quercus bicolor Swamp White Oak 1.5-1.75" cal. 382 1146 54 Quercus phellos Willow Oak 2.5" cal. 419 22626 10 Quercus shumardii Shumard Oak 3.5" cal. 419 4190 3 Quercus shumardii Shumard Oak 1.5-1.75" cal. 329 987 52 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-S' 10 520 7 Ulmus americana 'Princeton' Princeton' Elm 3.5" cal. 535 3745 TOTAL CANOPY 89123 TREE CANOPY CALCULATIONS: Construction area = 12.63 acres Units = 100 Density = 8 units/acre Minimum tree canopy 20% Total site area : 12.63 acres Open space: 3.65 acres Area requiring tree canopy = 12.63 - 3.65 = 8.98 acres Tree canopy: 20% x 8.98 acres = 1.8 acres Total proposed tree canopy = 2.05 acres LANDSCAPE REQUIREMENTS ALONG STREETS: Total LF street frontage on Rte. 20 = 655 LF Required: 1 large street tree 35' O.C. = 17 trees Total proposed street trees = 17 trees Total LF street frontage on Rte. 742 = 670 LF Required: 1 large tree per 50 LF = 13 trees Total proposed street trees = 17 trees LANDSCAPE REQUIREMENTS FOR PARKING AREAS Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 3 Total paved parking/circulation area = 10,423 sq ft Required: 5% of total to be planted = 521 sq ft Total planted area proposed = 786 sq ft RECREATION REQUIREMENTS: REQUIRED AMENITIES: Required recreation area: 200 sf x 100 units=20,000 sf or .5 acres - 2 tot lots each to include • 1 swings - 4 seats •1 slides •2 climbers -1 whirls or buckabouts •2 benches -4000 sf of fenced tot lot -1 half court basketball PROPOSED AMENITIES: Active recreation: -5000 sf tot lot with a total of • 1 swing - 4 seats •2 slides •4 climbers • 1 inclusive orbit- ADA accessible whirl accomodating several childen •3 benches, 2 picnic benches -1 half court basketball - 1800 sf -1 swing - 4 seats -1 active recreation field- 6500 sf Total active recreation area = 13,300 sf or .31 acres Passive recreation: Greenway park with path- 37,000 sf or .85 acres Dog Park- 8276 sf or .19 acres Linear Park with benches- 29,620 or .68 acres O Total passive recreation = 74,900 sf or 1.7 acres Q Q\ �J LLI W (L� lJ J m 10/27/2020 SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date I Description 1 11.13.201 Count ARB Submittal 2 12.23.201 A B Submittal 3 05.29.20 Bounty/ARB Submittal REVISION HISTORY: No. Date I Description 1 06.22.20 County/ARB Submittal 1 08.18.20 County/ARB Submittal 2 10.12.202 ounty/ARB Submittal SCALE: 1 "=50'4' SHEET NUMBER: L500 ,iy� //Y� "� I, L� - • • • �i - ri�n r..r•rr.., w.+..r.r��. 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I I T LO IIf Fui Q O Z CO O O D� O > O n O z � O O U O � O O O O W O m Q 10/27/2020 SHEET TITLE: SITE PLANTING 4 PLAN: GREENWAY PARK & GREENWAY -- r A 1 T r% A A I !1 r rl A r- ll DRAWN BY: LMD, JSP CHECKED BY: JSP ISSUE HISTORY: No. Date I Description 1 1.13.201 Count ARB Submittal 2 1223.201 vn AR it 1 3 05.29.20 0ounty/ARB Submittal REVISION HISTORY: No. IDate I Description 1 06.22.20 1@aunty/ARB Submittal 1 08.18.20 @ounty/ARB Submittal 2 10-12.202 ounty/ARB Submittal SCALE: 1 "=20'-O" SHEET NUMBER: (0 L502 3—'DD Blanchard' Southern Magnolia I I I I I I I T I I I I I I , I I I I I I I I I I I I I I I 5—'Appalachian Spring' Dogwood 3—Oakland Holly ittle Gem' Magnolia —'Em rald� 1' a tern Redcedar 5-0akland Holly 4—'Octob GI r all 3.5' • 1—Fringe Tree fir- 1 r • .�,.� MR ,y,y MR PIP ad P-1 r a- • /ml4�y ,•� i 29-VVlnter Jos AlOpp wal III FJ LOT •� � .1r�;� woe• �,�,,���i �►����r :�c��� t�'�' - _••- 1 •• - ► /� ♦ � - ! " / s/ii� �ry • �® �'�* �I/"� ��1'1A'1�1� � r�. 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