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HomeMy WebLinkAboutSDP201900068 Plan - Submittal (First) Final Site Plan and Comps. 2019-11-18 (2)GENERAL NOTES OWNER/DEVELOPER: STANLEY MARTIN COMPANIES LLC 11710 PLAZA AMERICA DRIVE, STE 1100 RESTON, VA 20190 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 09000-00-00-02800 (DB 5207, PG.571) 1776 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL AREA: 12.63 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) CODE OF DEVELOPMENT - LAST REVISION DATE: NOVEMBER 8, 2016 PROPOSED USE: RESIDENTIAL DEVELOPMENT - TOTAL 100 RESIDENTIAL LOTS 100 SINGLE FAMILY ATTACHED RESIDENTIAL UNITS (TH AND VILLA UNITS) FUTURE COMMERCIAL BUILDING (NOT PART OF THIS PLAN) DENSITY.• ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS: 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF O7��iAL&W-1 I NIX PARKS: MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 2.68 ACRES (217) AMENITY PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVIDED: #1 - COMMUNITY PARK: 1.00 ACRES #4 -DOG PARK: 0.14 ACRES #2 - LINEAR PARK: 0.64 ACRES #5 -ENTRANCE PARK: 0.13 ACRES #3 - GREEN WAY PARK: 0.85 ACRES TOTAL AMENITY PARK AREA PROVIDED: 2.76 ACRES IN ADDITION, 0.77 ACRES OF OPEN SPACE IS PROVIDED FOR ADDITIONAL SCREENING AND BUFFERING ALONG AVON STREET EXTENDED AND THE PERIMETER NORTHERN PROPERTY LINE. TOTAL OPEN SPACE PROVIDED: 3.53 ACRES (27.9% OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF L 0 T OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. THE PROPOSED PARKS AS LISTED ABOVE ARE A VARIATION FROM THE APPROVED CODE OF DEVELOPMENT, MOST RECENTLY REVISED ON NOVEMBER 8, 216. A NEW VARIATION REQUEST HAS BEEN SUBMITTED WITH THIS SITE PLAN FOR THE PROPOSED PARKS AND AMENITY SPACES. 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) NOTE: ABOVE IS THE MAXIMUM ALLOWABLE HEIGHTS FOR THE BUILDINGS IN EACH BLOCK. THE PROPOSED HEIGHTS FOR THE VILLA UNITS AND TOWNHOUSE UNITS SHALL NOT EXCEED 30' IN HEIGHT. SETBACKS: FRONT: 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' - MIN. (10' BUILDING SEPARATION) & 10' CORNER LOT SETBACK & NO MAXIMUM REAR: 10' MINIMUM, NO MAXIMUM THE SETBACKS AS LISTED ABOVE ARE A VARIATION FROM THE APPROVED CODE OF DEVELOPMENT, MOST RECENTLY REVISED ON NOVEMBER 8, 216. A NEW VARIATION REQUEST HAS BEEN SUBMITTED WITH THIS SITE PLAN FOR THE PROPOSED SETBACKS LISTED ABOVE. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED WITH THIS PROJECT IN ACCORDANCE WITH THE ATTACHED PROFFERS. THE PROPOSED AFFORDABLE HOUSING UNITS WILL BE A TOTAL OF 159 OF THE DWELLING UNITS CONSTRUCTED ONSITE. THE TOTAL NUMBER OF AFFORDABLE HOUSES WITHIN THE DEVELOPMENT SHALL BE 15 UNITS. AN ASTERISK ON THE SITE PLAN DENOTES THE PROPOSED AFFORDABLE UNITS WITHIN THE DEVELOPMENT. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: RIVANNA RIVER DRAINAGE DISTRICT - NOTE: THIS SITE IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. AGRICULTURAL/ FORESTAL DISTRICT NONE TOPO & SURVEY- THE BOUNDARY LINE AND PARCEL INFORMATION WAS PROVIDED BY ROUDABUSH, GALE AND ASSOCIATES IN MAY OF 2018. THE TOPOGRAPHY INFORMATION IS BASED ON FIELD SURVEY COLLECTED IN JUNE OF 2012 BY LINCOLN SURVEYING. THE PROPERTY IS CURRENTLY BEING SURVEYED FOR UPDATED TOPOGRAPHY FOR THE FINAL SITE PLAN. INFORMATION HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2019. DATUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRIVEWAYS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 37 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 237 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING: THIS PROPERTY SHALL BE DEVELOPED WITHIN A MINIMUM OF 2 PHASES. THE RESIDENTIAL PROPERTY SHALL BE DEVELOPED IN 1 OR 2 PHASES AND THE COMMERCIAL DEVELOPMENT SHALL BE DEVELOPED IN A SEPARATE PHASE. BUILDING SI TES: PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. WETLANDS/STREAMS: THERE ARE NO WETLANDS OR STREAMS LOCATED ON THE PROPERTY. FLOODPLAIN: THE PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X AS SHOWN ON THE FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO: 51003C0407D, DATED FEBRUARY 4, 2005. CRITICAL SLOPES: THERE ARE NO PRESERVED SLOPES ON THE PROPERTY. MANAGED SLOPES ARE SHOWN ON THE PROPERTY BASED ON THE ALBEMARLE COUNTY GIS MAPPING FOR THIS PARCEL. THESE MANAGED SLOPES ARE SHOWN ON SHEET 2 AND SHEETS 8&9 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THE LANDSCAPING PLAN FOR ADDITIONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWATER MANAGEMENT. AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODA TE THE WA TER QUANTl TY REQUIREMENTS FOR THE PROJECT. WA TER QUALI TY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS. ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWA TER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. SPRING HILL VILLAGE FINAL SITE PLAN SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA I I I I I 0 ;�i CD i LANDSCAPED BUFFER AREA I (0.5 ACRES). i ' I LOT I LOT I...: ' LLOT 33OT 32 \ LOT34 ..'I•.J3Y' LOT M 5 LOT LOT 41 1 0 q0 ,\ `LOT 3 1 LOT 39 /' - -------------------------------------------- i I III � III � I RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. IMPERVIOUS AREAS: ROADS 2.03 cc. SIDEWALKS 0.86 oc. BUILDINGS 2.66 cc. DRI VEWA YS 0. 75 oc. TOTAL 6.30 AC (50% IMPERVIOUS AREA) PROPOSED USES: LOTS. 2.84 cc. -22.5% ROADS (R/W): 3.21 oc. -25. 4% OPEN SPACE: 353 oc. -27. 9% RECREA TION AREA: 2.76 oc. -25.2% (127, 625 sf) OFFSITE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. FIRE FLOW.• THE PROPOSED DEVELOPMENT MEETS THE REQUIRED FIRE FLOW WITH 1750 GPM FOR A MINIMUM OF 20 PSI PRESSURE. tsv � Ro ART Zol 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 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 19 TOTAL NUMBER OF SHEETS ROADS LEGEND EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6.. DEPTH OF EC-JA DITCH EC-2 DI TCH 6" DEPTH OF EC-2 DITCH EARTH DITCH DRI VEWA Y CUL VERT BENCH MARK CLEARING LIMITS 200 EXISTING CONTOUR PROPOSED CONTOUR 20o 240.55 VDOT STANDARD STOP SIGN PROPOSED SPOT ELEVATION APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT DATE COLLINS ENGINEERING IS NOT RESPONSIBLE OR LIABLE FOR ANY CONSTRUCTION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. H 0� O � SCOTT R. COLLINS�Z U No. 35791 � ZONAL E� Zz 0 0 U CO w U) J z Q H o in z Ww w r CY) z� M M co i z LU J_ in ZW W O 0 O N w In w w a U) JOB NO. 182157 SCALE ill =80' SHEET NO. 1 - SCOTT R. COLLINS'� U No. 35791 � Alaw IONAL E�OZ Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the each for -rent Affordable Housing Unit may be increased up to three thereof, during the Affordable Term shall contain a complete and full PROFFER STATEMENT 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 applied to the Property if it is rezoned to the zoning district identified above rent" means that the rent does not include tenant -paid utilities The 1 A At least thirty (30) days prior to the conveyance of any interest in No. 2013-00017, Spring Hill Village These proffers are art of the requested rezoning p p q g and the Owner requirement that the rents for such for -rent Affordable Housing Units any for -rent affordable unit during the Affordable Term, the then - acknowledges acknowledges that the conditions are reasonable may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and Tax Map TMP 09000-00-00-02800 shall apply for a period of ten (10) years following the date the provide the name, address and telephone number of the potential 1.Af#ordable Housing. (The Affordable Housing Units will be provided in certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1C have Owner Of Record Spring Hill Village Holdings, LLC the form of for sale or rental units) The community could have as few as 80 Affordable Housing Unit, or until the units are sold as low or moderate been satisfied Date Of Proffer- September 29, 2014 units and as man as 100 dwelling units The Owner shall provide 15% of y g p cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing 27 Gash Proffers for Residential Units. Beginning with the thirteenth 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 Revised December 6, 2015 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 Z z The Albemarle County affordable housing policy defines affordable housing the following. Affordable provide written reports documenting rental rates and occupancies of purposes of addressing the fiscal impacts of development on the 0 12.99 Acres to be rezoned from Residential R 1 to NEIGHORHOOD as Housing, in general terms means safe, decent the affordable units County's public facilities and infrastructure, i e schools, public safety, � m MODEL DISTRICT (NMD) housing where housing costs do not exceed 30% of the gross household libraries, parks and transportation The cash contribution shall be P �"� w D income. Housing costs for homeowners shall include principal, interest, real (B.) For Sale. All purchasers of for -sale Affordable Four thousand nine hundred eighteen and 0/100 dollars ($4,918) Z Q Project Address 1776 Scottsville Road estate taxes, and homeowner's insurance (PITi) Housing costs for tenants Housing Units shall be approved by the Albemarle County Office of cash for each new single-family detached dwelling unit. The > U shall be tenant -paid rent and tenant -paid utilities with maximum allowances Housing or its designee The Owner shall provide the County or its cash contribution shall be Three thousand eight hundred and > LU Contact Person Vito Cetta for utilities to be those adopted b the Housing Office for the Housing P y 9 9 designee 180 days to identify and pre -qualify an eligible purchaser for 9 y �Y p q Y 9 P fort five and 0/100 dollars $3 845 cash for each single family Y (} 9 Y W 1730 Owensfield Drive Choice Voucher Program the Affordable Housing Units The 180 — day period shall commence attached or townhouse dwelling unit. The cash contribution shall Ce 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 be paid at the time of the issuance of the certificate of occupancy for 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 household incomes at or below 80% of the area median income For 2003, anticipated receipt of the certification of occupancy If the County or Magisterial District Scottsville the maximum affordable home for purchase (80% median income) would its designee does not provide a qualified purchaser during this period, 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 Beginning January 1, 2015, the amount of the cash contribution would be $787 (50% median income) on sales price or income of purchaser If these units are sold, this required by this proffer shall be adjusted annually until paid, to reflect proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the Vito Cetta is the manager of Spring Hill Village Holdings, LLC and will serve Each Affordable Housing Unit shall be located on a single lot. The Owner price for Affordable Housing Units (65% of VHDA's Maximum Sales Marshall and Swift Building Cost Index ("MSI") In no event shall any 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 Price for First-time Homebuyers) The calculation currently put the cash contribution amount be adjusted to a sum less than the amount the owner of Tax Map and Parcel number TMP 09000-00-00-02800 TMP Housing Unit within the project. The Owner shall convey the responsibility maximum sale price for Affordable Housing Units at $211,250 initially established by this proffer The annual adjustment shall be 09000-00-00-02800 is the subject of rezoning application ZMA No 2013- of constructing the Affordable Housing Units to the subsequent owners of made by multiplying the proffered cash contribution amount for the lots designated affordable on the site plans or plats preceding year by a fraction, the numerator of which shall be the MSI L 00017, a project known as Spring Hill Village The term "Owner" as (C). Conveyance of Interest. All deeds conveying any as of December 1 in the preceding calendar year, and the p g y o Ln referenced herein shall include within its meaning the owner of record and (A). Rental Rates. The initial net rent for each for -rent 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 successors in interest. The "Application Plan", refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended Code of Development last revised August 28, 2014 applicable maximum net rent rate approved by the County Housing terms of this paragraph 1 In addition, all contracts pertaining to a " Office in each subsequent calendar year, the monthly net rent for conveyance of any for -rent Affordable Housing Unit, or any part L9 cY) cY) ® a7 'WOO �. ► wr � .� N M z 3 Over Lot Grading The owner shall submit an over -lot grading 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 rn Ian hereinafter the Plan meeting the requirements of this p ( } n9 eq sewer to a point beyond the rear of the building site p y g bond nor to the issuance of the first building p g permit or first approved ,s My Commission expires _ ._? _ _.l _ - _ LAJ N paragraph 3 with the application for each subdivision phase of the h) The plan shall demonstrate that an area at least ten (10) feet in subdivision plat, whichever comes first, to ensure that these I� N LP w Property The plan shall show existing and proposed topographic width, or to the lot line if it is less than ten (10) feet, from the improvements can be completed in a time! manner The p p y Notary Public Q features The Plan shall be approved by the County Engineer prior portion of the structure facing the street, has grades no steeper improvements shall be deemed to be complete when they are > to approval of an Erosion and Sediment Control plan. No building that ten (10) percent adjacent to possible entrances to dwellings U-j permit shall be issued for any dwelling on a lot where the County that will not be served by a stairway This area also shall extend accepted into the secondary system of highways or the County �,� COLLIER J J Engineer has determined the lot grading in not consistent with the from the entrances to the driveways or walkways connecting Engineer determines that the roadway is safe and convenient for g y D1Not r Notary Public Q approved Plan. The plan shall satisfy the following the dwelling to the street. travel At its sole expense, the Owner shall make the needed Cornmon2716 NUi rglni2 Y Exp1f85 May 3t, 21318W Z a) The Plan shall show all proposed streets, building sites, setbacks, surface drainage, driveways, trails and other features i) Any requirement of this proffer may be waived by submitting a request for special exception with the over -lot If improvements, if any are required, to the portion of the lot My Commission N I_� L.L UO grading plan immediately adjacent to the site south on Route 20 that may be � the County Engineer determines are needed to verity that the g ' such a request is made it shall include a justification for the 1 needed as a result of widening Route 20 Should these improvements - c 0 I IJ Plan satisfies the requirements of this proffer request containing a valid professional seal from a Professional require a retaining wall and / or a reworking of stairs, these J W Lt_ b) The Plan shall be drawn to a scale not smaller than (1) inch Engineer, Landscape Architect or Land Surveyor In reviewing a improvements shall be reviewed by the County Architectural Review �` Q (D LL. equals fifty (50) feet. waiver request, the County Engineer shall consider whether the ®� = O c} All proposed grading shall be shown with contour intervals not alternative proposed by the Owner satisfies the purpose of the Board, since Route 20 in an Entrance Corridor road U Q � greater than two (2) feet. All concentrated surface drainage requirement to be waved to at least an equivalent degree This document shall supersede all other agreements, proffers or conditions p g p � J J � over lots shall be clearly shown with the proposed grading All j} in the event that the County adopts overlot grading regulations that may be found to be in conflict. These proffers shall be binding to the W i--i proposed grading shall be designed to assure that surface after the date this proffer is approved, any requirement of those property, which means the proffers shall be transferred to all future property drainage can provide adequate relief from the flooding of regulations that is less restrictive than any requirement of this successors of the land dwellings in the event a storm sewer fails proffer shall supersede the corresponding requirement of this Ul U) J d) Graded slopes on lots proposed to be planted with turf grasses proffer, subject to the approval of the Director of Community WITNESS the fallowing signature J i--i (lawns) shall not exceed a gradient of three (3) feet of horizontal Development. 1- W = distance for each one (1) foot of vertical rise or fail (3 i) Steeper slopes shall be vegetated with low maintenance vegetation as determined to be by the County's 4. Improvements to Scottsville Rd and Avon Extended SP6 Ili LL VILLAG HOLt ll11G, t-� : _ \ Z W 0� appropriate At its sole expense, the Owner shall plan, design, bond and construct By z program authority in its approval of an erosion and sediment the improvements shown on the County approved engineering _________ Vito Cetta, Manager � i--i control plan for the land disturbing activity These steeper drawings titled Development Concept Plan sheet 4 dated 10.21 13 J ce slopes shall not exceed a gradient of two (2) feet of horizontal distance for and revised on 8.29 14 as prepared by Alan Franklin PE, for bath COMMONWEALTH OF VIRGINIA L each one (1) foot of vertical rise or fall, unless the County Engineer finds that the grading recommendations for Scottsville Road and Avon Extended The improvements shall be C[TYfCC?I� OF _..!_� a� �'to wit. steeper slopes have adequately addressed the impacts. designed and constructed to the County and VDOT standards, Q C� e) Surface drainage may flow across up to three (3) lots before including the design and construction of related drainage, slope and being collected in a storm sewer or directed to a drainage way utility easements as applicable These improvements shall be The foregoing instrument was acknowledged before me this _. e, day of o outsidet outside of the lots completed and approved by VDOT and the County prior to the first � ���° by Vito Cetta, Manager of Barracks Heights, LLC, a - N f) 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 than one-half (1/2) acre of land drainage to it. this process, the dedication to public use shall be completed at the w w o a w � JOB NO. 182157 SCALE N/A SHEET NO. 3.A CD z w w z CD w z J O 0 0 0 0 Q 0 0 W C 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 Q Q T 0 0 0 0 0 a 0 Q 0 0 0 0 0 0 0 0 a z W W z z w z J O 0 Q 0 Q 0 X 0 0 0 0 0 c- 0 Y) 0 Q 0 0 0 11 / \ I I % /' /\- ---- ----- --- \--_099--'--N\ �I � � /__ R IS LINE I I \\ PLAN SHEET (MATCHLINE A) /- ----- --- I \�/ / --- ----- -- ---' - _-�i'/ ' - I I - '' 'i - ocation - - -- - ,- O / I = 0 ��I __ ___ ALEH�r - - - i / - -_ _ _ - - - - // - --' - 20 oVo. 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VDH. - _-------- -- I ------ ----------_-- ------ < m -+ \ 7- - I T"P.-�2LEEE - - O \\ MON. PublPc Service Esmt. P 1 I T 1D --1 <\�-,,, EXISTING 1 D.B.221 P.305 " I tv �� D.B.462 P./116 MON. _ -�� __,. ---- o.,-_-� �_-�_ --- \ ------=5zo--- -- MI LEE EST T P 90-21 NORTHBOUND LANE EXISTING DRAINAGE ' -K _ _ I m � f W / I - a / 1 TMP 90-21 H // LIMITS OF PAVEMENT I STRUCTURES AND -TMP 90-21 H \ °� J �� LIFE E T 21 TO REMAIN I _ D.B. 3716 P. 243 I JERRY LEE AND I AI -- I ro0 STE HEN B. HE RY ` N \ JULIA P. BATTEN, JR D ROTHY B. HUNT v q / CULVERTS TO BE i- '�5�� ( f NEW DRA NAGE PIPE -- 18CED35 D.B. 325 P. 367 PLAT DE 1 ��� D. 16 P. 7 WI U ND E M. \ . Z REMOVED - o I 6.3767P.332 �D ''� ETT 1 \ TM i Q \ �oq f �/ i �_�/ 3 73 --------------- - ' D.B. 338 P. 6 � AT j I I � I DD OTH� T I o Q - = � - D.B. 3289 P. 68, 71 PLAT - - o - zo _ Nq a / CROSSING D.B. 3289 P. 68, 71 PLAT = . E \ -52 - -5 - - D.B 325 P. 367 PLA I V I I � D.B\ 1717 P. 33 I -Q _ '' - - - - - - �GN� _ J D.B. 19 4 PAT D.$.� �17 P. 31� �° ` / D.B. 1717 P. 31 \ - _ __II� s ; - - - I I o \ \ D.B. 1350 P. 226, 227 PLAT D.B. 1350 P. 226, 227 PEAT_ - _ I m�9 °o\ / \ -'/ D.B. 1350 P. 226, 227 PLAT Q - - - - - - ° - - - - - - ------------------' -�� _ z Q J a- Lu (�� V / J Q z H� u- 1 Lu CD Q J 1-1 J 1-1 V z �� ce Ia- V 1 z O 0 z O v 0 z_ X Lu I- w W a U) JOB NO. 182157 SCALE 111 = 50' SHEET NO. 2 0 \ /�' jr .�. ,' ,: ' ` • •`.l,i�` `• `� 4,•Loca,tlorw`` ` `� � ` &,`Telegraph •CoRl�ian Esmt' D.B.424 P 229, 0 .L., •. LOT ° q _ ,_ - � I I •` is I ` • .` ,`; • .` : ' . , ` \ \ \- _ _ li 4 `I LOT \ WAS 1 62 \\\ ��O BLIC STREET l PROPOSED49 P-----------------J I - - .I. r " -- - --- , ARdG G E II ` • • I. ,7 • , . ,` ,` ; • . , o`b Ql -c - _ - _ i8 II . II i I / LOT / 63 LOT F :r j • 4 ,` " •:,` ` --- (TYP.) �b zxzo LlN. : _ ,. I ', ,`'•` � •: f ` �"� `\ \\ \� - I o � p II zl LOTJ r I 1 „ `,,,.1 j ,`i •I•' \ , Ilr Z E/P E/P 14 L III - - - Iif - - - - cy z , 13-------------- -- -- -- - -- -- - - ----------------- - LOT LOT III LOT ti LOT LOT LOT II 64 LOT 8o 8i 82 83 I zz y 79 - I LOT GARAGE / LOT \ ' ° I b III VERY DENSE VEGETATION I ' 11 L I"I LOT mP.) 8 '----------- ----- -- - -------------J 7 l -- - -- I I lz xzo'MIN.C9 � _ � 1 35 / �• � ,—_, .' I .Ili II1 _ II // f A i w LOT J,� / ; , . , •` •?.`; ..` • . , ` • .`: ' .mow. -��---- DUANE E. AND ROWENA M. SNOW -------- ,` , • ' V~l r GAJGE j III } D.B. 702 P. 792 LOT it 77 v (TY .) i D.B. 657 P. 234 PLAT i / % m x o' MIN. I I 7 I I L I / I LOT I O / LOT I I r O 9� I / E/ I -E/ I 1 66 x LOT I ¢I T Y I 1 7 6 P „L I ( I H I I , 0 MI I I + I 9 I II III ,I JI IIII III _ L 6O T _ — - I III II I r II I , II I Ir �• —aOw IO- 9 LOT T 18 O r L - Iil W wL J I �w I�I IIIII LOT >] 7 -_-_ —__—_ "I. --------------------- 1� ..m .m NOTE THE PROPOSED PUBLIC AND PRIVATE ROADS LOT w- I z I AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE 7$ a LOT . , ... ` � . , ` • . ,` ' • ..` ; ' • . ,` ; • ... � ------------- x" �r I` . I }>1- o< TMP 90-35V I, I-` -- ---- - - / , - -. - _ ,.'��:'`�:: "�:''�•`:"�:: � SPRING HILL ROAD PLAN B � z 1 .THE E z S G O S SUB o 00 8 S 68 - _ 9 5 I 2 ' — : ' $ GARAGE •: ``•:; `••: `'•,: `••:'`•,: ``•.;' - RONAYNELLC ' _ I III I ' I I ' • . , ' • . , • • , . ,` ' • . , • • .. ; ' • . 2 °n i __ ____________ ___� �I � Ct� / TMP9027B rlJ F,CF,C TVP, a w;0 D.B.4719P.402 ROADS AND IMPROVEMENTS WILL BE REVIEWED AND 1z'xzo'MIN. LOT m �� e0 STEVEN W. AND BETTY C. JOHNSON - - - -c :: ` ` • : ,` ' • :: ' ` : r. ` D.B. 4473 P. 48 PLAT :; I .. •., ,., ., •::; `�::'•�:; `•.':� � I LOT H P I / II. 'I::. I GAR GE p.. GAR 4 AAAE,NITY.`ATCEA:�k�,'' D.B.1026P.715 , I AGE � ._ e 74 � (..::: `:.`:.`::::``;.::.`,•::`;: •:`:;;::::;e`` .. •. 4;`•`.:.`':.`' Q � (,YI.) � I a � D.B.aaoP.lsBPLAT APPROVED WITH THESE ROAD PLANS. THE / D.B. 629 P. 616 PLAT I iI LOT mP`) R/W R/W - • . , : COMMUNITY PARK 5 1z'xzo'NN - > IA �1 J =�'xz°'MIN. '. ,,`a`cazESI`; - o`.I e� INFORMATION IS SHOWN IN THIS SITE PLAN FOR �; 69 - - _ -' '$Ef-4 ` DSCAPE PLAN FORD 516N,`'' LOT r O I I - I OF HE COMMUf�ITYPARK.,' 4 *� zm.s' REFERENCE AND IS CONSISTENT WITH THE ROAD TI -- I I LOT r B -BCI I 1= / / I I I 'I L T I O I � I PLAN S LOT 73 : 3 L 3�' Ido I -- -- I I I R 0 - - I a. -R I I I y I r GE I I II I I I I' I LOT GAR �. _ I I _ I I } I -------- --------- LOT. I i` -- I' I II I I I: II I I I ,I I I I II I 7 I I I -LOT I II I LOT I I I O r: I I I 71 ---------------------' r------------ -- ------I I II . .4 T 27 z L;'------------------ --- 9 F ' . 14 'EDDI I I j ` I 7� ] m TMP IMINNI L. ESTp STEVEN EN LEVINE AND I LIFE E T E —1 w / N 1 SH D.B. 2197 PLEDGER B. 8 P. 453 I TMP90-27 --- -- -- N d -� -- -- - BERWYN LANE —� -- D. B. 2197 P. 388 I 2 LOT 1A : ,` r •� °J PROPOSED VAR. WIDTH PRIVATE STREET w � b D.B. 1658 P. 588, 590 PLAT P: 2 ROGER SCHICKEDANTZ ;; ".'I,`, / 64 L T D.B. 1244 P. 461 I' ' . ' • 9' O } D.B. 629 P. 616 PLAT j 1 : ,` -- - - - - - - - -- --- - - - - - - - - -I. -- - - (YP.) I D.B. 530 P. 164 PLAT ` .`I,` %3' I, ; • .` i6 I - I :. I•, ` I I I '. I I '. I I I :� I I I I I I I I b` I I I ' I I I I - I I: Z J L J J e', li L J L - J LEll, ' ` ` • .` �J L - J L-- J ---- ---- ------ -I I ,/ .`.',`+.I, `•I I L-J - L-J ��-° I I,•.,I I L_J - L_J L-J ' I`;;4•.! II L J J-J�L-J I ; ' :.; LOT LOT LOT LOT LOT LOT LOTLOT LOT LOT LOT LOT LOT r LOT LOT I . ,I •I • .: ; ; I I 86 I I •I I I I LOT 98 LOT 84 8 88 90 91 92 94 ; •JI 96 97 3.00 4 GRAPHIC SCALE / ;� .. ,` I • I•` .' I 5 87 'I -. , I 89 93 I I 95 99 3s" , r � I . i ' r a •' ,` ` " .I • . • ---- • . I gl, , _I 50 25 50 100 200 o III I 1 0 I It 7 A'ME.NITY`AREA t{2:•``. i I -- ,I•I� — _ - I I •LIN AR`E1aRK .' I I I - I - I Q .64 ACRES : I I ( IN FEET r ! ) I - r .y `SEE LANDS APE`P N:.` -I 1 BEN CH MARK IS _ ."� �' '4:i'• �E ---- 1 inch ft. I _____, CHARLOTTESVILLE GIS L _ - FOR 951fiN:QFHE L1NP¢; • - - - - - - - I ROUSE-SIRINE - P - - _ ARK ` -SSA ON 105 , t. u — _ / 138829-93-.340 --- ---__ E11482334.683- �%I2 ' ' `• :•''`•`:':4''`4.•.' ELEVATION _ � ELE a - _ , ❑° MAILBOX --- ---- -- J.S. RT 20 (80') SCOTTSVILLE ROAD (55 MP - --- IF -----____ HWPB.1 PG.354 �--.—__�__----_ --_ - - - - - 4' ❑❑❑---------------- ---- -__ ---_ —__ _� _ _ MAILBOX SIGN ❑ ° -_ MAILBOX ❑ ♦ �► ---- - _ — _ I�--�-- MAILB X - - - - - - - -- --- --- - �•► - m - oSIGN ❑ — Q -- MAILBOX MAILBOX ❑ - - — — I -- MAILBOX y W7- I� TMP 0-21 E TM 90-21D /I))------_ QEDDI )LEE AND JE O LEE AND , __ — _ B. E LEE BEST LI E ESTATE i D B 767 .BET TM 90-21B .B. 716 P. 243 D. . 3767 P. 332 B) TMP 91-19 I D.B. 3 67 PLA I D. LAT i ST HEN B. HENR LOT 9 1 F JULIAN P. BATTEN, JR. / \ .�- z I 1 2816 P. 287 D.B. 1717 P. 33 ` TMP 90-21 H- -J i , I I I 1 338 P. 36, 37 LAT I WIL R. AND I D.B. 1350 P. 226, 227 PLAT TMP THY \ DOROTHY B. HUNT D.B. 3289 P. 68, 71 PLAT _ EVA HIFFLE ' r DOROTHY B. HUNT 1 P. 718 T E) , D.B. 3289 P. 68, 71 PLAT _ \ \ \ D.B.1717 P. I -- - D.B. 1350 P. 226, 227 PLAT ` D.B. 1350 P. 226, 227 PLAT D.B. 1717 P.31 - -- I ' El EJ D TMP 90-33 JEANNETTE D. SMITH D.B. 4254, PG.118 pl . y. i•. __ _ ___ ____ • • : ` ` ` "` �✓ 1o'x16' W-6 PORCH PORCH PORCH PORCH PORCH LOT LOT LOT III `• ` : y kj f y LOT LOT 31 332 0 29 I :: ;`;`•� :� /; � ,`, ' /v°�\-� OT V,. . _ '/ //P�` CJ' : jr "``r'>,"`•,'• •, ••,' •//',ow DLO \�\ \ \\ I i I I I Aprox. Location / J �i •:: `'\ __ - - - - - 7 20' Va.Telephone & Telegraph Company/ ' i • • ` y: , p \ Esmt. D.B.424 P.279 LOT \\.�y T 90-35A1 gRDE: r `/ +v� ANG HOL INGS, IDR��E d n� \ . ` ` • . ,. ; o'x16 zo'x.6' xi6' - x.6' \ \ \ o LOT A n - m D.B. (I P. 34 PLAT v 3 N I PORCH PORCH 1O PORCH' \ \ TI { I .PORCH \ :. - 3 n .-_:`,:, . - o , .�, 'y..:.•`�:; II` LOT � L III � p - II LOT ME REas .` 42 LOT EN?RAC PARK ; i 41 40 I 39 \ \ \ -- ��� __-- _ •LL ` `rain e Es)4 OSI Qj,QCz,O91 7J LOT , TYP.) - \ \, ° ) 28 I I \ / W I /.'SIG v WW f A / \` LOT � WV / `✓ ' I DAUPHIN DRIVE _ _ an�t�rvrrYAREA4 LOT N o Q pay' paR`K` 6 * L • (0.1`4`ACR`E5r . LOT r a j'' `,••y.'-•, l'`,.; ".`,`•••' ,r __, - `•:SEFiAf�P$CA`P.1NGP` ' � I � � I' I•` .` LOT FOR DESIGN QF.` $ L O I/ `, ,' ' 43- Q� y: 2 i r i -ii - - \ .`;DOGPjatR1C.` LOT ',. I Lu (n ,`' `•. ° 4 / LOT i . 1, • . , 44 I I O Imo-' L I - I I H-I "`I`�,`;;`••.',``•`.` LOT~ry ��� I O I II cn z I �- LOT I II 45 o,` 3 L > x ` I I ' , I , r ILu ` I . , • ' ` ` ` ` ` "I LOT � ` 1 - ------ -------- LOTI LOTI 1 y 46 L 8T o NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF 47 4 0 49 THE RESIDENTIAL LOTS HALL BE RECORDED PRIOR I H- S O S S CO O L V • I` J w ,i R I I T THE APPROVAL F THE FINAL SITE PLAN. ALL - 9 I l ��' O O O I J CS I l I I O I w l li I UTILITY EASEMENTS FOR THE WATER LINES AND �. . I W la SANITARY SEWER LINES WITHIN THE DEVELOPMENT LOT I I II a SHALL BE PLATTED WITH THE SUBDIVISION PLAT. AMEN `1TY AREA: #3: ; _ --- 1 ---- L 1 N 3 I GREEN' PARK ,` --- -- ---, --- -, ' I Ili LOT ` tass`acR`E3I ' ------ - ---, SC0TT R. COLLINS'Z No. 35791 12�:, ` •i .` • , •SEE,L"05CAPING PLAN; ` l'I I ', ' ' 1o'x16' io'x16' 1o'x16' io zi6' Ii , I 19 L •I, ,� ,I. _--- POR` D !S`IG N ,Of `G`R°E,ENWAY,` PARK' •xi6' io PORCH .PORCH PORCH .PORCH LOT LOT LOT PORCH LOT I r I LOT ! CC IO d II o \ 0 PORCH o R I I LOT LOT 5 52 51 50 * � 1 8 d ;I • _-' ,ox16' _' pecN T LO tOT 5 6 55 54 LOT GAR GE rv) II I..' yo'x16 ----\ 0A LOT POR I I I N 1 7 zxzo MIN. L 3 OI ' \\� � OT I` `` • ..`:.' `. ,'`` • ..`: ' LOT 59 - _ -- -- - ---1 i6 Q � 0 CD ZONAL E'� VJ C`7 N M N N Q w J_ W O 2 U U) Lu / 0L U) LNf_ c� C:) N z J 0— W J J Q w O w w a � JOB NO. 182157 SCALE 111 = 301 SHEET NO. 3 LOT NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 LOT AREA BUILDABLE [LOT LOT AREA BUILDABLE L I PLA . _ so xl 10 X1 1o'x1 1o'x1 - y � ` � e I I■ cn l 2 1o'xs6' PORCH PORCH =FC�R1J S1C�IaI O'F`GR iV�IUAY`PAR 2 16' �H _ PORCH PORCH 6 I� I � � I 2, 2, 1, 1, 2, 2, 1, 1, 4 1, 2, 2, 1, 1, 1, 2, 2, 1, 1, 1, 1, 1, 2, 2, 1, 1, 1, 1, 3, 2, 1, 1, 1, 2, 3, 1, 1, 1, 2, 3, 1, 1, 2, 2, 1, 1, 1, 2, 2, 1, 1, �F) AREA(SF) UMBER (SF) AREA(SF) ., is el, e e t e e e ee e e e- ere ° e e, e e e. e t o e. e e e, e e .. e eee .°, t e - 6 lox pORCH i i- �I\ h LOT Zo U_ H -- .ee,e .ee, te.te e..,tot.ee .e., 22 sox1 PORCH - - LOT II LOT I, LOT LOT II \ e * H ° III NO PARKING ,p�T 0� 864 1,518 51 1,824 1,388 PROPOSED SEGMENTED RETAINING WALLS` e , e - 16 cN ---- LOT Too 1 e I L w HANDRAILS SEE GRADING SHEETS FOR _ -�gP lox 2 1 0? O PROPOSED 6, i 1$ SIGN (TYP) I 006 1,263 52 1,797 1,358 / 40 - R� RCN LOT ,1 00 5 0, 5 00 5 5 P o PLANTING STRIPe\e o 6 � GRAPHIC SCALE I O FINAL WALL HEIGHTS AND DIMENSIONS (TYP.). , e o:R� oX16: P LOT \ 54�\00 00 00 \ o - 1 GARPIGE i 1 571 978 53 2,128 1,310 ti N 55 00 �I \` e e t ` . + N1 LOT o ?01 \ LOT \\ 6 e , e . • \ II (TY .) N 0 15 3o so 1zo 33 5 N -M TCHLI E A -SEE HE T 5 SCOTT R. COLLINS'Z 552 960 54 4, 300 3, 028 le. e t ♦ 16 h N , 1e, e 4. ° e,, .. , e _ \ lox ,,-' \\ � \� �I �' I X� I I I I I L L I I I I I I I II 1i1 I `1> 1] 1�'xao'�w, r o 700 1,366 55 3,326 2,686 f RO'P`OSED _--- -\ ♦ \ 16 RCN LOT \\ 57 N � t � No. 35791 � t, Ie . , k NO PARKING o yl R/W-R/ I° e .Ie I` 654 1,321 56 4,060 2,840 e7SIGN (TYP) r 4 I1 \ oDl - IN FEET - 174 LOT N ( ) O� 853 1,113 57 4,091 2,871 l ° \ 1s-\ ---n, I It , , � ♦ \ � LOT \ 59 \ \ \ STREET, II 1 I � 1 inch 30 ft. I S G i S \ - - - ` 16 L 'IO L 65 873 58 3,355 2,714 �` . \ O rA 5 TBAC - ,- I I NA - I`�' \ \ \ 2 SIGN (TYP)\` 450 858 59 4,217 2,992\STOP \ ♦�\ N R, I ` SIGN TYP. I 459 1,182 60 4,228 3,009 1. LOT \9 �'\ \ o, o v ,- .-- ,- h �i (TYP.) 66' ���\ \ �\ T-� 2 \ °.y \\ I �, 436 1,159 61 3,393 2,753 _ to Ie tot . ,` ee ° e ,` ,' ��`\ \ y _ 2 °i 61 �\\ _ ,-- ° . --- NO PARKINGr + ` 1 �e . PROPOSED 773 1,033 62 3,447 2,806 �!° . el e > \ `\ 22 b _ 16+00 -- 17+00 17 53 TRANSITION FROM CG 6 CURB 7 , 50 CG 6 (TYP) SIGN (TYP) 421 836 63 5,218 3,745 e . I, ,' \\ ; 22 _ o -15+ - ---- - - - -\ - - - TO ROLL FACE CURBING > o ✓ \ \ / +O .el e e . , e` �o ���, � \ � �, Y 15 _ - - TOP �--- --�� 50 S�T I I I I 422 830 64 4,710 3,424 (e .e LOT \ \ A SIGN TYP. i,e ee � e � e t e e . e �- � ;:. PROPOSED 6 �4}5o LOYOLAw REET 512 R ( ) � SIGN (TYP) , 749 1,094 65 3,654 3,016 T , 62 \ X PLANTING STRIP D PUBLICS 846 1,134 66 3,380 2,737 ler e. e e et e ,' �♦ \ - - P�ROpOSE 49 �s ti� 4' S2' 770 1,030 67 3,854 2,688 oj. � /� , �- � 's •� r-- - - � I \ LOT 32 3z __ 416 824 68 3 841 2 676 e e � � � 2 _ - - - - - - ' __-- - N LOT GARAGE m: !e 6 1 - a' - NO PARKING 770 1,030 69 3, 241 2, 600 3 _ - - � � .�e • ° ,.. � °" ° ° 29_-- 1 I I � 0 J (TY .) [ L I d > Q 1$ + of 15 r SIGN (TYP) 416 824 70 3,245 2,605 (tel t . , t , i o / [+ _-- (TYP,} PROPOSED ( ` 12'x2o' AIN. 770 1,030 71 8 3 4,308 y3 - CG-12 (TYP.) q, I *� - 3 026 i e , e` I` • . e .. ee . e ` ° ee . ° 6 et ee .. , 1_ N �D 1 I � , ,..LOT 1 - � II 301 1,081 72 4,582 2,970 I - - 2 it a el,` e� . , 6 PLANTING STRIP 0 � y II 1 I Ie PROPOSED 301 1,081 73 3 383 2,743 ' (TYPICAL) --- c, E P E P 14 z w I • . ... z m / - - CG-z (TYP) Z o 770 1,030 74 64 2 724 _ r _ 1 E 1 3,3 e J> r ' 3� '< ' 'I 1 kor LOT 6 416 824 75 4,376 3,169 --_ 100 > ° ° F �� o �, m w O g ------ -- - ------------- \ 0 2 *I ,i r u m 911 416 824 76 4,458 3,389 i I I LL-------- �� `: x� 00 < r , r� F' NO PARKING rn i 13 L wl - - - - - - - - - - - - - - - - - - - ~ w LI) - NO PARKING ;' ti'� ti ?+ sA90 F/C F/C 1 ° , 770 1,030 77 3,732 3,090 \�o, J F SIGN (TYP) LOT II LOT w I 1 _ 1 6 QI U) m Q SIGN (TYP) �, LOT LOT o 1 LOT Lu z I LOT �Yi $2 $ N ry I1 H 00~, 728 1,823 78 3,627 2,984 3. \ \ '� _3 Ln 6 \ \ Lu $O $1 + 1 12 I m z 210 1,342 79 4,084 3,012 i I L+ I ` ` \ LOT °I F 1 > I _ _I > > 792 1,351 80 4,016 2,874 I I i �° 79 -- - - --- 6Lu 798 1,357 81 3,384 2,742 - -__ -_-_ - - I r r > \ -- ----- NO PARKING LOT I s� ° e I I II I 10 ' -- /> \ � \\ �\ i 11 I �----- 1 JI I •a N L I _ 1 r 4ti /�/ 852 1,409 82 3,377 2,736 ! I GARAGE >. s\ LOT - r_______ --- SIGN (TYP) i 11 °ry° III li ,, \ o �___---_ °I VERY DENSE VEGETATION I I I � I r o �° °� � � --- I 947 1,828 83 4,665 3,002 M LOT x hr i' >� $ ------ - 1 42, (TYPJ r � � � , I----- 1z'x2o MIN. I w ryx �nr G \ 7 1 32 _ _ ' 082 1,874 84 2,156 1,312 i II 65 ^�y ti rr ��, r�9�9 \ \ 36' 32_ I� - - 66 - - - - j I - r ; + �o c , , 1 z - - - W 'SIDE SETBACK TMP 90-35 764 1,323 85 1,281 961 i I j r �o J F s i `� 'L t ` , .. ,` e W II _ ,---5--------CK-- I r 2i LOT L r e . ` ` e . e , ` , cr II DUANE E. AND ROWENA M. SNOW 715 1,274 86 1,282 962 i �r _----_-- r �ti \\ �P o �, � - - \ `\ i �, e . e o GARZE ^ D.B. 702 P. 792 ci + - - `� LOT N 713 1,272 87 1,605 1,204 1 105 ` 77 �' ,` t u (Tv .) D.B. 657 P. 234 PLAT I i I 6 PLANTING STRIP \ 10 .� 854 1,902 88 2,176 1,303 rll L I / TYPICAL O ' m 1z'xzo'�IN. I 7 001 2,042 89 2,170 1,328 � I I i LOT +, , , ( ) � LOT � y Z� • PROPOSED SEGMENTED ReETAINING WALLS` ee ee .. e• .e .e . ee .e ..e ..e e � �, _ I �I 1 I vM \ t w/ HANDRAILS - SEE GRADING SHEETS FOR t .. t a ` - 6 841 1,396 90 1,609 1,209 ! Kul 66 "� "� 76 ,' FINAL WALL HEIGHTS AND DIMENSIONS (TYP.),` ` . e ` ° e e ` ' . i (TYP 1°i LOT NI e e e t� e e e t e e e e I I Q f I 1 7C III `i I I m 0/ i L 790 1,350 91 1,288 968 -I�1- _ f +T \\ 3 .e ` ` 9 L PROPOSED SEGMENTED RETAINING WALLS i IW_ ==_- w HANDRAILS SEE GRADING SHEETS FOR 251 1, 59 92 1, 288 968 vy l $ - - I \ - - - - 6� / .e e 9 SS\ i > \ e°�. t -t - -. - = �I LOT io FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) 508 1,601 93 1,15 1,212 Q�I I PROPOSER S' /p 1 - W PROPOSED 51: e I $ t ° 875 1,434 94 2,178 1,334 iC ml i LOT I _ CONCRETE SIDEWALK Fj� / e e` t . t ° e �t�. t ° e to, e` e .et`e` e t r°,`t`j ° L - {i w e -I 10) q 3�e kee eeee o 848 1,408 95 2,182 1,337 ! I ICI I 67 v ee . e ..k , e t . ee e ek t , e . to ee CONCRETE SIDEWALK • 1 c� � i I � � NO PARKING - I �e ee . , eBLOCKee ` o ^ 9 0l LOT 7 � i o 0 \ n 0 4� H 0 869 1,428 96 1,618 1,217 � i I it i SIGN (TYP)I � ° • NI - Le t k e . , e t e t t , t t ° . , . ,� � t t t . , e k , , e t . , t t r , k .. , e t t k t , . , k . �� � I� � NI I Yry W w I ROLL -FACE CURBING r, e „ e . t 474 1,573 97 1,296 974 i I I--- --------------------------- I - �' t Lu FOR DRIVEWAY ACCESS --- s I- 383 1,494 98 1,297 975 ! i - I- - -- - - - - rn • o i 1 un-------- ---- _ ---- e _ t e e I I e e e e. •, e e �P�OPOS�Dee . to ° • i I e e, e, e t • e t, I 1 1 I •° I I e e e e e t 798 1,358 99 1,623 1,226 �------------------------ ,� � I I t . , . , e e e ° t . e . , ° L PROPOSED I 7 � uJ Q W I I I , ---- , - - , e e ° t . e ° . ... e t . e ,'` '� i i + °rv°i OT I I'I � �Q 'I P n 805 1, 365 100 2,117 1, 325 , I I ' T 80i LOT M . t k` tt t . t` t` e e , t` t e ° , e` e t , ` t t , , t` ° .. ,` t` ° . O P E N,` S i Ae E` t . , t` ° . , . ,` e` e t .k e` t` t ° .t ,` ` t . ,` t` e . to cl�I :I I Qbo ~ > b C G (TYP) ■ j I I 2 I ^ 6 L I w r'- LJJ - _ I- M . I 75 (i:oq AG).` , k w LOT E/P E/p a. ---- -2----------1 o I 00 68 ul -- --- - - - - 'I` I I I ppQI 2' I -, -�Je ` t e e to a � a e e. e e e� a e y e e t y e t z11 I v E---� I I j @: YF GARAGE i I I = I N Z1-Et-- ---- ---, 1 TMP 90 27B _I _ W F/C F/C cTYP.) 1 1 1 I o,m w o STEVEN W. AND BETTY C. JOHNSON I - ;- -__=-_ - NI ia'xzo'MIN. LOT �I� co m �� Q�. - - - II LLI LOT - N Lu Q I e W E I 9 _ I` e . e e GAR G 0 I I 7 "� t e e , I e. t - I t .e e � I GARAGE I 4S I I ry et e,ek eeee ee,e tee eet °eee t.t,`AIVIENITYe�R`Ey4t#1e:e t. `.,. `.,, t.et °., e 1 I � Q w l D.B. 1026 P. 715 i i -- 74 `^� t , ` e t e i Q II _"'I (TYP.) `� l I D.B. 629 P. 616 PLAT I I I I LOT (TVP.) , ,. R/W R/W I °• i I I I e t , e t . , e , . . , e .. t e . . e CO,MMUNIT'Y•P�ARKe . ,' . ,` ` • e . ,` ` • .. ` ` aa• 'xzo'U�4I % I I I t o - - iz'xao' MIN. I I t t o e e .e re � N o loo' (1:Qbe`ACRES),` e` 1'i _ 1 5 PROPOSED 6 WOODEN PRIVACY o __- CL e ------ 6g - - e . e ° . te$E°EeLAN,DSC,APE PLA)y`FOR D�S16�Ve` I e,. I FENCE TO BE CONSTRUCTED I -- e e e I I I � LOT 74 0- 0 I I I I 1 � I {, 1 i eeee `eee et .eke to °ee �1 i I �' I . , OF THE CQMdV�I�MITY PARK ... i l * I fy ALONG THE PROPERTY LINE 4 20.5' I - - I LOT 97 N ;PROPOSED le I + �I LOT 75� B/ -B/C I III I I e � e ee ee ee eet a eee eee ee ee eee ,-1 -- 73 M CG-6 (TYP)Iek , li �C I� LOT I - - 3 - _ 30 N _ 101' 'y CID l ' _ \ 70 m I -----__-- _ _1 t I _ i 76 R/ R/ PROPOSED 10' LANDSCAPING AND I NO PARKING` of LOT GAR GE PROPOSED 13 LANDSCAPING - - - ! PROPOSED e SIGN (TYP) o I .- rv1 `�° N AND MAINTENANCE EASEMENT MAINTENANCE EASEMENT TO BE I ° m :': e o h (TYP.) t� - ---- - m CG-6 TYP a TO BE PROVIDED FOR PERIMETER ---- �ILp- - - PROVIDED FOR PERIMETER ii 11 _ -- -1- o STREET LOT ( e t).e ` ` t ° .° ` ' M 2 1 'x�o'�IN. LANDSCAPING BUFFER 97 +1 l , LANDSCAPING BUFFER ! i II i STOP o l i SIGN (TYP) ]2 i ^� ni 79 ,-i l I SIGN (TYP.) 'PROPOSED ° e , , e PROPOSED LOT LOT b ! --- e e CG-12 (TYP.) .t ` ` CG-12 (TYP.) STREET 00 - ° ° e - -NO PARKING -- TRANSITION FROM CG 6 CURB 71 m I / d NO PARIKINGI PROPOSED J SIGN (TYP) k;`- - -- --- TO ROLL FACE CURBING I I d a SIGN (TYP) y • - CG-12 (TYP.) ° SIGN (TYP)------- ---- o • - - 75' - t L---- ---------------1_ _ 9 • • :P`R`0P0$ED OPEN - 11 , 2 a - 9 1� .y S - _ _ 1Lf • cR IlLLI --- - - -- ----__-_------ - - O - YP. -- -- c, `! PR CkE`©.O� C i. T - � 3 t - oo ■ ■ - _ .opae. e i I, tt ke tk � a -------=C__ � '� � I• I I 4 % STOP Ill, r o 10+50 0 1+00 11+50 - Ivi - 12+Oo 12+5o y 13+00 13+50 1Lf+oo 1/�+50 / 1 3 1 TMP 90-27 ie , t t - -N w N _I - - - STOP + - 1 i- SIGN (TYP.) -o w 15+5° ? 5 9 L I - PROPO ED 5' - o $ERWYN LANE N a +-- I LOT 1A I + t CONCRETE SIDEWALK "-I 1L SIGN (TYP.) 1 +oo °r e . t` e PROPOSED VAR. WIDTH PRIVATE STREET 5 w OGER SCHICKEDANTZ ' eel'` ` e g • 3, .¢ It rY a �eoe 1 - - - - - - - - - - - - - 0 9 D.B. 1244 P. 461 � . . • e - - I e 3.6__ 2-0 _ 2 - -2 - 20 6- _16 - 20 2 2 -- Zo__ 6 _ _i6- Zo - 2 -- D.B. 629 P. 616 PLAT i ° e ! i ° .. e 27- -6 _ 7 u Z - - - - J Z _ - _ _ _ Z (TYP. e . FRON d� 1 FROM y _ 00 I a I 1 � 16 t I: D.B. 530 P. 164 PLAT e I I I I I , I 1 I 3 I I I e I `I I m � I I, e I I I I I 1 I I I. / STREET Rj ETBAC T` eo,° e ul ETBAC H 1 Ite iee W (TYP.) al TYP:} / SIGN (TYP) .ml ( I t I k e It Z W eke : to1 w w Z W Z .t e` I q, e t` e I f L J L o I W L -1 r o �e to ' e e w 1 L- -1�>- O- L -1 _o L_ -1 vi 32' • PROPOSED _ - _ - F N 1 _ r N 5 e Ql Ol N - e J V1 01 a> v n�00 01 Ql l7 v N n 00 *'� * _ *'� * '� �I `� * ���m lF� Fj �o CONCRETE SIDEWALK - _ - � I !, � of 10 eeee of I�-'``ete L 1 , ' �i Ln ` e ..` .I �j LOT LOT LOT LOT 1� e ° :` �0c),1 LOT LOT LOT LOT , e` e` ,° e LOT LOT LOT �� co, - ° ° LOT LOT LOT LOT LOT LOT BLOCK A II I $ 1 � PROPOSED it ee $Lt $ 86 $$ 1 * ` g0 91 92 94 �1 g6 97 9 100 i EXTEND CG-6 CURB TH, UGH 36i'N °r CG 12 (TYP.) e , el •lee . , . 5 8] 89 93 95 99 0.60 AC F/C INTERSECTION AND TIE- N Fy 1 WITH EXISTING PAVE M T `I r I i I k. w e� ,` I PHASE II - - - - -- - I eel . e e , e 1 ----- �-- - * -r--- --r--- - �. ; • I ----- -11-- -Ir-- �e ISE o I ----, -� le . e e I �---- --r--- �-�- e S � ` �---- . Jry e= 6� I ,' ` e 1 e le` R FUTURE - ° . . o I �2 _ a ' 1 P COMMERCIAL Le 7 - - - -- i t e f o BUILDING PARCEL TIE-IN CG 6 CURB TO EXISTING ie I o l • e .QMEIVITY AREA #2:e e . ` e rn CURB MATCH EXISTING GRADE lee :F'R0Pb8EL ee ee.eeeeee,eeee..ee:1111 I r LI N BAR' PARK e. e e °tee 10 OPEeN SePACE.k e° ` e e . ` PROPOSED 6'e e I STREET �' e -I J '` �Q.644 ACRES) e e 0.6 AC k ``BLOC ` B ee ee e ee PLANTING STRIP e` I ry SIGN (TYP) s '' � BENCH MARK IS 4e SEEeLANDSGAPEeOtll,A- i , ` °l e tk `F - e to - -` ■ e . == CHARLOTTESVILLE GIS `eee ■ee `eeee ete `eeee - 0-11Df It" F F LIN ARt e. = - - -i - - - _ ROUSE-SIRINE !` . •let e , e e . ` ° e t , ` `eee ` ° e e ` ` e e , ` ` PROPOSED 8' e e , e e . t , e . e e e . e e � e e e e , t e e t e eee ' e e , e e .tee . -r � 5 CONCRETE - - - � � - - - ee NOTE: SEE SPRING HILL ROAD PARK` ,` e �STkOP e _ 'STATION 105 e e WA AND UTILITY PLAN FOR DESIGN` ee t` ,k e e .e ek ` e . ee ee ` t ek ee SIGN (TYP.) SIDEWALK N 3882903:344 - CONCRETE SIDEWALK e I PROPOSED _ e .. //-- - - -- -- - - - -- ■ ■ ���_, /Tvo \ PRnPnSED /.'GRASS 1 _ ... _ _ I El II MAILBOX HWPB.1 PG.35 1 J IQ ---- ---------- �► - OSIGN o D D MAILBOX MAILBOX ---------------------------------------------------------------------------------- - 2 - iINV IN-- - MAILBOX I- w r W O w JOB NO. 182157 SCALE 1„ = 30� SHEET NO. 4 NOTE: \ ' 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED I / AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. ' 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL / \ I NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. @ REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". �5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING 85,000 LBS. \ / 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE AND BELOW GROUND, SERVICING \ / ,�./• -_ ADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENT PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. PROPOSED 4`. ,, :�•/ 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. \ GRASS UTILITY STRIP 8. CURB RADII SHOWN, REPRESENTED WITH AN R, DIMENSION THE FACE OF CURB. 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE \ / ELIMINATED. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE \ ' . t` t • . t` . . , CORRIDOR. j .I 1o. THE ASTERISK (*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS \ PROPOSED 8 PROJECT. CONCRETE SIDEWALK,,-, PROPOSED SEGMENTED RETAINING WALLS 1i. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (1) CAR GARAGE. THE MINIMUM SIZE w/ HANDRAILS - SEE GRADING SHEETS FOR / i LANDSCAkDl' e .e t` e` . + , t` OF THE GARAGE SHALL BE 12' x 20'. FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) ` • BUFFER ARA`> .� ` ° e t` ` 12. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. �\ �' �eie° PROPQSED,` WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS �• ..` SYSTEM. -OPEN SPACE` 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY \ , °�. , (O S$ AC) PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE° . 22 22' 22 28' HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF / e % �t . 44 REARI-SETBACK-1------- I--------1 ` ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS y i �,` ' .k ---- io'xi6' WITHIN THE NEIGHBORHOOD. 1o'x16' 1d 6' PORCH TMP 90-33 1b'x16' PORCH -- --- 'y 1o'x16' PORCH - - - -1 k 15. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND t PORCH ------ - II LOT THE EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO JEANNETTE D. SMITH j PORCH _-------1i LOT LOT I D.B. 4254, PG.118 THE ALBEMARLE COUNTY SERVICE AUTHORITY. ` '' \ \\ LOT II LOT ii it ii 29 rc1 16. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE e t ` ` < . ` `k . 31 \ er / - 0 �. ' Tyb 32 \ I II I I REQUIRED PROFFERS ON SHEET 1A. . •` titi v ti° �o� - - 17. 00 EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER, AS SHOWN ON SHEETS 6 &7. , Q° LOT \ �\ ii- I i� • \00 M 18. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO e-e- NO SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. , �O �' / / \ yQOR(, \\` 34 L--1 1g. ALL PRIVATE YARD DRAINS SHALL HAVE A 1o' PRIVATE DRAINAGE EASEMENT. �• `° t . ` ` ° ° t` ` ` ` e .` +y6 LOT \\ \\ '\ -- NO PARKING -1 11 . . /ki e .. . t ,� \ yo �L� \ \\ \ \ \ \ SIGN (TYP) $' 22' - r, �yb 2 22 e ` LOT \\ \ 36 \ 21 LOT 22' 22 y6 \\ \ \ - R _ q D i ' ° � � R . e` ` . to ` ` . . ` ` • t .k ` � � - - � rT1 17 �'� e; �` `PROPOSED 5� �-------i--------i- --- -1-' yv vv Qom � vw `vv v �, -n � ry � ° R��F 1 ° CONCRETE SIDEWALK. % 1ox16 ao'xi6' LOT -Z 7o n N I m _ r - / O STOP �o------- PORCH 1o'x16' PORCH \\ �j. z l_ -, -n 12+00 12 5o ° /.� PORCH r-- PORCH PORCH --- \ \ \ \\ <. O R C� SIGN (TYP.) �e t e t LOT I LOT - --I LOT „. 2° 38 v NO PARKING ` t . 11 I�fIE REa #5 \ LOT e ° 5 / SIGN (TYP) :> . ` fNfi[%A e°C PARK r 41 ii 40 i-3 42 PROPOSED 4 s w \ s \ \ _i' '1 ( m 1 - \ GRASS UTILITY STRIP M k (Q.1 6) . , _ Q a ii it m m, `\ CLO �O z uQ - 3 E ti I PROPOSED i. e NI - - r p m / NO PARKING . e . 1OI ~ ii� 0^r-I �P�� CG-12 (TYP.) SIGN (TYP) ° , t . \� �� w - w`4�1 `v - _ L I } °vLOT �I / PROPOSED --- t� /e I ° STREET CG-6 (TYP) - ---_ (TYP.) STOP\ R ° 28 } _ L _ - t - -r _ I SIGN (TYP) ^� 22' 7 22' 22' SIGN (TYP.) �' yQ PROPOSED 6'` w o e ` ° - - SIDEWALK 6 ° PROPOSED C 36 / e O J CG 6 TYP I PROPOSED 5' N 12 - r.NO PARKING I 2] I1 Q I � / \ L t .. ,` •` ° . `�- • , ,' �^ _20 , - 11+ o � ----_ _ � r CONCRETE SIDEWALK,- t _ PROPOSED ASPHALT i° . e . / oR J 5 12+00 u e` = SIGN (TYP) , I- Ol _ lDl 6 EDGE OF PAVEMENT ✓`� 3 4 - - - - 12+ HI a - . , f � � � N V So a ,R \ STREET LOT N DAUPHIN DRIVE �; 25 SIGN(TYP)rNITYAREA04 / 26 ''- 4 .` ,` DOG PARK` ` L • :n PROPOSED `° e - 1 6 NO PARKING ° o N° (`4.14 ACRES) ° �t O/y SIGN (TYP) O �I io ° CG-12 (TYP.) I I t SEE LANDSCAPING PL c1 ° o PROPOSED PAVED TURN LANE 4�ryr / / e'qK i - 34' \ ,� 25 ' - FOR DESIGN 0F.` ' ALONG AVON STREET EXTENDED . t tk ,` . t r i r LOT / 12' -- - _ 4o r \ \ \ DOG PARK. , 6 ul '/ - o r �LOT t e /r / �_ t I /`G .rote tt. tr.t r 43 P -�,, e e•. . •I e / �// // �" �Q g // l / / I I \ � �� N I m O I/r �P ` N TYP.) \\` \\\ 24 w N LOT ->; I I \ PRO- POSE©` _ � -- / �; --- 4e�r \. s R OPEN`SPACE t -- 11 \\ r LOT L.L.1 TIE-IN PROPOSED CG-12 TO EXISTING CURB AT ENTRANCE NO PARKING SIGN (TYP) TMP 90-35A1 ANG HOLDINGS, LLC D.B. 102Q P. 715 D.B. 657 P. 234 PLAT CG 6 FROM CURB TRANSITION - RB O TO ROLL -FACE CURBING NO PARKING SIGN (TYP) PROPOSED 13' LANDSCAPING AND MAINTENANCE EASEMENT TO BE PROVIDED FOR PERIMETER LANDSCAPING BUFFER ROLL -FACE CURBING FOR DRIVEWAY ACCESS r \� I � �O NO PARKINGLOT 3 -0XN SIGN (TYP) / II \< \ o- PROPOSED _ t , r e 6 C -_ I e - . I I - r 0,11 .` � .` �° • . � e . • .` . /e�� . t � . t` .. , , �,q,ps \'� <' �� '� �` e` � LOT o�, � � t� � .. , \\ ���\ A . e , . - / � � ` CG-6 (TYP), 5' SIDE SETBACK I LOT oll LOT 66' ---- 1 r,ll LOT PRIVACY."t , \ �PROPOSED3' -LOT48 49 DEWALKS46 47 rQ1CONCRETE SI 005 PROPOSED W00DEN PROPOSED SEGMENTED RETAINING WALLL - ^ > I I 1 FENCE TO BE CONSTRUCTED w/ HANDRAILS - SEE GRADING SHEETS FOR ` ' ii ` . \ \ 22 L W w ALONG THE PROPERTY LINE i ` 'FINAL WALL HEIGHTS AND DIMENSIONS (TYP.), ,e , i - - - --- -- 11 i1--------- _ -` c, , ,k e° e t\. e` t` •\� \ \ I J 0 r -- ------ \ \X 9 6 F J t/. N - l/1 1 LOT � � i rov Lu tl e t PROPOSED 5. E e e . �-----------L------ L21 Q I PROPOSED 10 LANDSCAPING AND ---- - .` %/k ` . ASPHALT PATHWAY 3OI ------ ` e \ \ - LLLI o - L MAINTENANCE EASEMENT TO BE lkt to 32 32� 39' \ .. \,t •\e \ \. �0 6 I - LLJ la . �.` t r LOT �k z PROVIDED FOR PERIMETER e e Vie. � t t e tee e\. I r \ I t/ 8 I t ° I .; e .'rk . 2 \ 2 I r� O °2 LANDSCAPING BUFFER - o C G t r e `E. I e t. k AMENiTYAREA:#3 I III,` e•.,`°•.et_ _-, e.,e-.et.e`te.,t. e 22 22 -I ,``e ►f, _ v 6 L 1 GREENWAY PARK ` ° •� .` ` ` .- . .` ` 33� 22 so' REAR SETBAC - I-- of - a kk , tee; e 36, LOT } O M I I(0.85 ACRES)_ f t 22 _ - ^1 10 x16' 1o'xi6' 'xi6 o'xi6' Q SEE LAJ\DSC-ARIWIG PLAN 1o'x16' PORCH `\ \ _ - � v"'i fOR 6ESIGN Of GREENWAY PARK_ L 22 'x16' - - - - -- -- col 6 F - I0 II t t. -� �1 1 PORCH �- - -- - \I�\ e iD 10 1 R --- -- O I PLOT Q III . 1 , PO PORCH PORCH \\ \ ° � ° LOT* � e�e`� �.-e°.``et. `e�..e`°e. ``•et``etr.``et.e`tkete`°t.`.``ektk' 22 '�� 6 1 cN I 1 --PO CH,' LOT �II LOT r LOT I ,SLOT I,\ •. e\\, � 1\ �I � � 1ox1 eoR -\ i I PROPOSED 6. il, \ 1$IL it e 4 ,-PRE eORCN, I _ -5 PLANTING STRIP \ \ 0 6 ' X16 LOT _ - - A E E \ 1 LOT 54 5 52 51 0 0 R 10 a e a \ O OI GAR l t oRCN 55 I \\' IIII+1, LOT �Tv .� _N h 6 F " r le` . 33 e _ �\ ATC ILIN A - S r 5 EET I I \ X16' , N I \t . z x2 0, ` .t r e .k - - \ \ 1111 N 'PROPOSED ° _ r ° cN LOT \ 5 5 4 1 III 14 17� 1 ' o'�IN. \ \\ 1°X1 eoR \\ o 4N ARKING ?\." \ U - + 1 I11 I I I I` I l I I e ,OPEN SPACE .. r` ,` t 3�' oRc" ' OT \` 8 m --- _-- --- I� 66 R/W R/ \ \ e 5 cp , - SIGN (TYP) LOT I \ \ \ Z - �, \\ ON01 L N e ,` (1.02 AC). t .k . , , \ \ s. 59 �\ --- FRON \ M \ \ s LOT �\ I STREET \ 16 60 rA - 2 SIGN (TYP)\ rl \ 22 I \ STOP -----1 Ili I tl. e • � .y � \J` N. a SIGN (TYP.) III t LOT 6v _- 1 0 I i 1 j C ,\\ z - 2 PROPOSED NO PARKING + \ ti �v 2 u, 17+00 i7 53 \ \ 2 1 + 0 CG-6 TYP 16+0o SIGN (TYP) - - - I`\o> \ \ . .Y---_�5+0. .-.. � SET 50LOT W512R SIGN (TYP.) SIGN (TYP )ROPOSED 6 °OLA 62 -PLANTING STRIP LOREET 1iPBLC POSED 49 41PRO5 2 14 ko°/ o,OLOT °' \ ,'1 � � z - 1 li i 11 II I 1 ) I f,GR�F M. Ills NO PARKING SIGN (TYP) I I TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING I _ I - - z0 SCOTT R. COLLINS'Z No. 35791 � �INSIIOIVAL E'� Zz o Q O a m w L=n 0 J Z Q �■■� o cn z U) z Lu ce Lu 0 0 ul z M N i O N N L J_ w O Q 0 i U) W V) Q O N z Q J O Q J I- Lu ­1 Lu Q Lu d � JOB NO. 182157 SCALE 1LL = 301 SHEET NO. 5 i I r� I I I i I I TMP 90-27B STEVEN W. AND BETTY C. JOHNSON D.B. 1026 P. 715 D.B. 629 P. 616 PLAT _ II ,I_�-T 2 I--- ,,--- 1 411:t-OT LOT LOT 54I LOT 53 I 0 5 LOT 51 LOT 50 // 1 18 L I /I 4_4 I 1 ,LOT 55 ,I I � OT 51oLOT 57` ;/ III ` 11 / I ATC LIN - SEE, HE T7 �'` 17 I `1 MH=z� I \\ MH-26 --- LOT 60 1 - _ A I �, � y - _ — — — 16 L I PROPOSED 8" IN LINE G.V. I I LOT � � � � � � 1� � 1- 1 � -� _=._ __ _.�._�B � ---� �,-- I- _ ' 61 l - s . b ° b b / PROPOSED 8"x8" TEE I I ' ; `; 0 1 + 0 16+o0 53 LOT 5 - - (2) - s G.V � --- I \ 62 - - 7 �I \X �4+50 — — — W 1 Cf) I I / PROPOSED 8" SDR-26 PVC— ,' SANITARY SEWER (TYP.) k o I LOT ,-----------�-� 63 I II _ I I PROPOSED 8" CL. � _---- I o1 I I I ' iw ---- o= I 52 D.I. WATERLINE o-- 1 5LOT 1 I Q I � D I H I I "f PRO O S ED - _ _ P WATER `< � I I , PROP EET --- (TYP.) LOT Lu \\ CSTR SERVICE LATERALI s BLI J PROPOSED FIRE HYDRANT - _ _ ,' ; ASSEMBLY WITH 8 x6 TEE IL F_ - - LOT I. -- _ go i1 F III -- -_------- I I II I I I I h I I I I"I"I I , yX�Co LOT 'ILOT � ' I i , \ 0 I II II LOT _ - �a o ' LOT LOT 82 83 I o£ LOT III �~ > I I 3 III II 64 �; LOT 80 81 12 I it MH-24 -I r PROPOSED SANITARY 79 L--------- r SEWER LATERAL (TYP.)' ;'--------- I , I. � 1 , I 1----------J I I LOT II i I 3 LOT 11 LOT I /:. o / � �---------- � ` I x� ' �\ 78 ,' ------------1----------- I,' -- -- F- -- -- --I r III I r 65 LOT ; --- --- Lr- ��� ,' , Y _ `_ _ - --�\ I � I I I 77 OI _ ---- - - - - - :A � LOT I �{ 10 II I 0 I I I \ / L T 0 � I / L T I l _ � I 66 76 t .. _- ---- LOT I O 9 L I I II. I -__=-- -I- M I. l -_ �\ - � �� ��. -.-_ ,' •/ . 4•/�, / — — — — — — — — I �. I III LOT I PROPOSED WATER I I LOT I / SERVICE LATERAL (TYP.) \ o $ L L ,I' 67 -- I N °Frq 6 III 1 LOT I II I a_ I .i : II I 7 L I °' ; I I I I I - - -- _ - ------ -�-- � I � --� -1 III I � w LOT II I- - I E I - ---- - - --- - ---- - - ---- - --- - --- - - �� \�I�,1- I --- itI1 h'I'EASEMENT (TYP.) ► 2FHIFUSEU 8" I II IIel I I II Aproximate Va Public Service Esmt. D. B.221 P.305 Tv. Pole DHE OHTV ❑ ❑ MAILBOX OT-6001 556.50 HT OHTV I GRAPHIC SCALE 30 0 15 30 60 1 inch = 30 ft. I NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. ALL UTILITY EASEMENTS FOR THE WATER LINES AND SANITARY SEWER LINES WITHIN THE DEVELOPMENT SHALL BE PLATTED WITH THE SUBDIVISION PLAT. E CO R DATTO N1 NFO�MfATI O N THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK PG ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. PROPOSED SANITARY SEWER LATERAL (TYP.) PROPOSED 8" SDR-21 SANITARY SEWER (T' PROPOSED TYPE A BLOW -OFF ASSEMBL) NOTE: MH-ii IS THE END OF l OFF -SITE SANITARY SEWER E 1 I _ u - ---- e, I MH-ii I I � I I 0 _ I i o I N \ 1 —------------------- ---- I I I _ - - - - - - - - - - - - fi -------- - - - - - _ I ne --- P01 ----------------------------- Pole ���-------------- � • Elec_&Phone Pole- -= --=- --- - Pole -----------------------I-- - -- --------------- ------ _ -- - ---- ----------- ------ -- ---------- ---- -- _�- ° b . �3 � ole 8• pow T O - °N�RT 20 80') SCOTTSVILLE RO D (55 M♦PH) _ H PBA PG.35 ♦' - - N / J' MAILB X ' — — -------- T-s °NE��Q _ o G N o- El � / MAILBOX MAILBOX _OOHT OHTV / � - HT OHTV � Poleo Phone � INV IN vrmi UCIVoc vwETATION TMP 90-35 DUANE E. AND ROWENA M. SNOW D.B. 702 P. 792 D.B. 657 P. 234 PLAT 120 III II BENCH MARK IS NOTE: SEE OFFSITE CHARLOTTESVILLE GIS SANITARY SEWER PLANS ROUSE-SIRINE I STATION 105 I N 3882993.340 — — _ _ I E 11482334.683 ELEVATION 527.7± MAILBOX SCOTT R. COLLINS'Z No. 35791 � Zz o Q � a � r_ O U w m W 0 J z o F- cn z z Ww Ce ZONAL E'� F- Lu w JOB NO. 182157 SCALE 1„ = 30 SHEET NO. 6 H I F -------------- - I 444 / wv INOTES: I / 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. 2. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE ITHAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY _ SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 5. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. IEXISTING 12" DI WATERLINE / i ` t I I TMP 90-33 JEANNETTE D. SMITH D.B. 4254, PGA 18 - t _ ------- -- I—N ---- -- ON i I -------1----- —1� ------- LOT j� �, LOT LOT LOT LOT 29 - - II 32 31 30 III CONTRACTOR SHALL REPAIR ROADWAY / : '(QO / ° �k . ... ° . r° e ° �/ \ (� e33oo hf . T 34. . `\ ii PROPOSED 6" go' BEND TO --- 1 I TIE-IN TO EXISTING 12DI WATERLINE = \\ — LOT FIRE HYDRANT ASSEMBLY ` WITH PROPOSED 12"x8" T.S. & V. S �O LOT `\ — — — ek. ° ° k`tt.� ` j _ I LOTt ° I FD R/►/ � \ , _/° t . ° ` ' -------------------- y �- L�vv 37 N 52 D.I. WATERLINPROPOSED 6CL TOE, �M — `— — I o. 1 --- ---- E _: -1 1 I \ e� d F7 LOT LOT LOT LOT \ r \ ROPOSED 8" 22.5° BENDr` ,` - . °1 1 11 it i 1tik5 _ /.. t +1 41 II 40 �39 t / PROPOSED FIRE HYDRANT \ / , \ • /s, �\ �\ MH-15 IL — I r ASSEMBLY WITH 8"x6" TEE r . / PROPOSED 8 CL. C) D.I. WATERLINE. ,� I I LOT 1 wV / FH \n - _ ` -wow - t --- — --- -\ \..; - %� �- ° r t t `, ► � I 28 I W\/ / ZZ �^ ✓ e 9 o - LOT I I I1 MH 1 o tom, 9 r t WV w� / y / MH-16 11 `� w, 27 I 5 ONE, -NIP H-14 PROPOSED SANITARY CON ` R. . I _ O o I LOT e r ° SHALL EXTEND WATER SEWER LATERAL (TYP.) PROPOSED 8" SDR-IN R LATERALSTOUNITs SANITARY SEWER (TYP.) L W I 1 I , � w``t PROPOSED WATER" - ILu I43 g I FF 1 SERVICE LATERAL (TYP.) LDT — I l ' LOT 24 I 1 7 I > 44 I 7 e ,� b, — MH- _ II l° ,` �` ° r .e ° to ,k ` .e rr ri ✓i' i' PROPOSED SANITARY it ii i 4yr Spit �` III ' SEWER LATERAL TYP. \ ���- —r LOT i e ° Jir it LOT r ( PROPOSED 8"x6" TEE .e f may' t I I ' '- 23 I`tetr.°tk`°/.e \ ` 45 /' ' r (1)-8"G.VI.,(1) 6"G.V.`tr° ze, --- - ——--------- 0,11 °\ ' \ LOT it — — , e° to . , . t 46 LOT 1 L T LOT I — — — --- i 0 1 r 4I t . Ili / II I I II I ,`I°�e. t.e .,te�tt�t.°°tr. •e. I 7 49 �Y LOT � 48 ate e ,�l`,e et. ., �t. .eek .° tt. ..� ;, rtt. e°t`I �I II I ;I ,� I., t`,t t°t `°., `. �`°.• � � I 22 L ----------- � � I .It LOT 111 ---- ----- -- ----------L .k .k I° 21 L I ° LOT — t I t I e I 1 t I e ° I e t t 2 i t 0 t s L I 1 t e tok ° — t t e I t t t t -- PROPOSED FIRE HYDRANT --------------- ----i i let .t``e. I I I I ASSEMBLY WITH 8�� x6�� TEE - ---------- — i-- 19 t LOT 1 1 e I LOT 53 LOT 52i L 'LOT 51,LOT 50 LO54 18 11 — LOT 551 � � .. e t o£ etelt ,e •e°t �..,t e..,°e°.e° reeky t.., ee ,,,— \ ,, �\� SOTS I �� �� ,+ ��� ,� II ,trt`e° `�.` ° LOT � II I III \ �\ LOT 57 \\ ATC LIN - SEEi HE 16 I'i ' I I I ',` I I I tl t /I..`I t` e I 1 I I> I - - LOT �\ ', t 17 1. 59I M-MH_ -27— .t I LOT 60/:1:1 16 PROPOSED 8" IN -LINE G.V. I III I I1 . e eJ - ° — tlt e \ t \ t r I 61 I°t,el`t°tt,t°k•.,`° °tk. ,' ��� � `\\ �5; _ — �I I �1'53 IPROPOSED 8"x8" TEE116+oo y \ \ + 0 1 2 8 G.V. LOT 5 I 1 + 62 x 4+5p 15�pw W �_� _ PROPOSED 8" SDR-26 PVC vv� — 1 SANITARY SEWER (TYP.) s F .e •�I ° e.� IqyI `(`k .k . ° , t r° ..k . � , ° ..� \.t \a� �t�` L✓X�/ w - L -- —I I I iI \ lC0IE <' ------ -- a 63 _- PROPOSED 8" CL. of OT Lp 52 D.I. WATERINE OLA, \ N1DTH ---�—L— — I lI I1I II PROPOSED WATER tr �� Op05ED 49 I LDT L" 111 PR EET \ SERVICE LATERAL (TYP.) IC STR -� 1 L I I J BI- - 1 11 i 1 I 1 — PROPOSED FIRE HYDRANT 11 14 L 1 J II \ I S16°40'02"W 119.33'(tie line) I TM'p 90-35 '�1 ANG HOLDINGS, LLC D.B. 1 026 P. 716 D.B. 657 P. 234 PLAT PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) NOTE: THE WATER AND SANITARY SEWER DESIGN FOR THIS PROJECT IS CURRENTLY UNDER REVIEW AND APPROVAL BY ALBEMARLE COUNTY SERVI E AUTHORITY AS PART OF THE ROAD AND UT LITY PLANS FOR THE DEVELOPMENT - SUB 2osg-ooi58. THE INFORMATION SHOWN ON THESE (2) UtILITY PLANS IS CONSISTENT WITH THE ROAD AN UTILITY PLANS FOR THE PROJECT. NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL B RECORDED PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. ALL UTILITY EASEMENTS FOR THE WATER LINES AND SANITARY SEWER LINES WITHIN HE DEVELOPMENT SHALL BE PLATTED WITH THE SU DIVISION PLAT. — EEO R DPI O Pal ON: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK PG ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. ASSEMBLY WITH 8"x6"TEE I11 �IIIiLu l GRAPHIC SCALE ---- -- - -- -- �S �o -- -- �� \\ \ II �111 II1i �0 ��o- I y \ LOT LOT LOT I LOT I" > I LOT — i3 LOT 11 83 ° $ I I I ! —1 I I r \\ \ V 1 82 1 W I 64 LOT 80 11 81 �; 12 L_ 11 I t . i , �, � \ I I I I I 7 MH-24PROPOSED SANITARY 79 ( IN FEET ) 1 inch - 30 ft. Ho oF� SCOTT R. COLLINS'Z No. 35791 � �INSIIOIVALGtiE� ZzO Q O a �m w c=n J Z Q 0 F cn z Lu Ce Lu a o � Lu z w w z L9 w ul z J j 0 u CM N CM 0 N N LIJ J U) Lu 0Lu I..L Q 2 U U) Lu Lu U) Lu Q CD O (N z Q J J_ I- Lu w Lu a � JOB NO. 182157 SCALE ill _30 SHEET NO. 7 �574.00BW \ 5�6.0 586.00TW \ \ 1H ° j 8°� � I 580.00BW o� iY-FFE= J'Y FFE= PROPOSED WALL (MAX. HEIGHT=6') 59133 'I 590.67 �590.00 ,pg IJ FFE=I 592.00 i r FFE= / 1 s2. I I \ ^ j / r i / 592.67 I BSMT= II BSMT= I BSMT= / 58 .o0 5 \ \ \ \ _ - 6 BSMT= A FFE= S 593 33 BSMT- 11 _ ✓ - 581.4 _ 80.8 580.16 n / 584 33 °i \ \ SCOTT R. COLLINS - -r Tw s _ - - \ - FFE- �593 84 BSMT= Y 582.16 9 5 3 I i /IY 582.83 a�.a r / I - 5-- i 1 / 8 o I s -3 Y� _'' Ss1.16 II so. o C s / t o r \ I No. 35791 - - - - - FE_ - \ 1 r 5 3'S iI- ,5sz.5o - - --- - / L \ \ I I w sz - \ 593. 7 BSMT- I I Y 5 1579. 3 � / \ ° � / � I i I I \ \ I � _ �\ - BSMT= 8 00 _ / �b FFE- so.i 4 S 4 83.17 I--- \ o I $ /I1 - 581.33 5 3 I- \ \ \ �� 1 0 v 5� 581.g4 j I/ 580 572.0o W I--- 5� �\-\\�� FFE= \591.84 , 583 33 , s83.67 \ I J 5. \ o - � � � •• 81.6 ° I � ti � \\ '`\BSMT- s83.00,\ � I , i - - _I o -, a, iI: L if 5 7� I 566.00BW \ PROPOSED YARD DRAIN SYSTEM - -- 76' FFE= �\ 591.17 82.00.5al.fi�\ /� - \ \ \ _ 5so.00TW \ I oNAL - 5 / o co \ ^ $o. -57 •87 578.45 . j go. -- - ooBW \ I r 590 5o r BSMT c /b - - % -- 5 �s 79. 5 = 5o L 574• T _ - i ,� 81. � \ � � ° -8i. 2 • ' �° � /11 ,- � � \ 581.00. �l s�5 1.73 • °. a • ° � LI 7fi,5oTC \ TW 5 4 8 - - 8Lij 0.67 80. 06`' \s - 11 f " I \ 0 I I 57 i FFE= \ � \� 5 34 \ ,� 6; � sS81.3�g�81.68� / v v ° � - = - - - - 57 - - ` a .L oO °` S \ 1 +5o i6 00 16 16+5 - - .� 17+00 \ f 1�17 53 5 �o _ --5�{ - - ' � III I - ,- \ �5+0 _ J W PROPOSED WALLS (MAX. HEIGHT=6') - - 0 / e579• ° > -- ----- \ w w 16B �4 -- i z PROPOSED STORM f I r FFE= - / y / / 14+50�_ - `n'�Y / = SEWER SYSTEM / 5s4 1� �' 575.44 577.77 7$.zo / / / 1 _� v / / p- / 64 I 566.00Tw BW 580 , - / O" - / / 68 56o.00BW- - - - - - - - - - - / ,- •79 5 .lz / r - I 574.00TW- / 575.11 / , / �O 0.05 - - - - - - -/- 1 ✓ 568.00BW V A - 5 o2g -- r v 3 FFE= G' V A /- 575• / _ T i 6 I \L A c - ; / \ b / 573 7 57 .1 \ E / r / ✓ \ / FFE= s - w - oo v �" / .l _-- N � 574 eo V foil zl: % I I A - - / 2. 57 77 x5 / - 570 581.00 / 12 °.. ��.� • 581.67 A I I II II 57� 44 � � - / O A / i s FE= / 1 I I \ - r >' j v I� I� � 571.67 157 Ol I A _ 7 ' 572.00 ff- _PROPOSED STORM o , _ � .° � ° / / v II v II - - -71 I • I � 570 / -- /------- `� / t - 0 SEWER SYSTEM ao / \ \ \ / r / 6, a- � l � i \ \ I \ I I / LL � I 557.00BW � -p 5 i1s 93 w % FFE= fi 6 5�o I" �\ \ / �' L� , ° I F / 59 �� ."S7 75 �, / • � �6oi6 _ 579. 7 / \ I � I, _ - / � I I 570.00 2% I I I 57o.00TW \ � -, _ - � O U m fi ! 1 /I / 564.00BW \ \ o. ° y \ \ FFE= 580.00 - - - - - - - - / IE /Ln �� i _ 'i\ 3 \\ / / 4 FFE= 581.33 BSMT= 70.1 FFE= 579.33 / ° `` 0 - - o i o� II / ti o6 / / / % FFE= 82.00 I 5 7 II _ / / ✓ IC : LJJ \ �SrO - - VJ - 574 s77.67 / / 5 BSMT= 1. 0 BSMT- 6 o \ FFE- ° , _ • � � \ \ I ,� 57 5 1I- 5 9.5 o I / f � FFE= 567.67 156fi.gz � I --- - _ / `/ / BSMT= 2.161 - - -I '° JI\ \ /� ----- H o / 3 f / / 57 \ / I 568.o0 : / cn z i 56g.00 r �� . FFE= 580.o0 i , U) z -5 _7 92 ri BSMT= 570.16 PROPOSED YARD DRAIN SYSTEM-- - i iLu / w 5Lu75.0o i r J / i I i- i FFE= / / 5i - - i = \ / FFE- \ � I �__- ,,?. � : ' 11 I I I �566.00 � N � 578 00 / / \ _ - ----- l 1 3 \ \ EF, . lvr c�N 0 . 3 566 - / o / / BSMT= 68.16 \ ---- - ----� �- - ` I V 0� �55 - - - i / - FFE=.r x 5 - _ - - i >' \ \� i / � �' i, I I� -- 4•.9'' 1`l�• 4 �, �► ' o �57�34�� , l S/O V rj6$ / i II-/'� �------- �4-------- , s FFE= 575.33 / / >� - - x 5666 566.00T 564.0o I /1--------- ---� I Q\� / / - 62.00BW I I- • , � BSMT= 6 - / ti _ i o6 - �r 5 5.49 56oBW S66.00TW 5$ 60 o W 5 - I 5 - _�-r----- q 560 I ; FE= 6o.6- 151 .33 / /\ . E F / NOTE: CONTRACTOR TO INSTALL PRIVATE 12 \ /, _r-=• . 1 556 , , .` • , ` r • , / h 561.0 5 552.00TW / g°� 60 / v 6 .6 1.00BW / / _ 4 7 I 5 5 DRAIN LINE F R R F F NDATI N DRAIN � - \ � O 00 & OU O S i FFE- 15 .24 / . o � \- FFE- 572.67 �\ , 566.00 /. , • ,` _Ali r � I ,O • / / \ - _ i ° 3/ \ _ '/ 6o.00BW .` - , T - - ;/ 6o.00TW I 565.00 6.3 BSMT 562.83 - 4• . - 5 / \ 9S4 TMP 90 27B I / ,. , . ' • . • • $ - - - - __- i 10 FFE= 5 8.6 1558.1 / STEVEN W. AND BETTY C. JOHNSON I o ` / ,.. •/. t k• . . t • .. 1 9.00 6 D.B.1026P.715 - _� ---J N 8 .� •4.`' •.' t :' ------ \ \ / I - - - - - D.B. 629 P. 616 PLAT r - / ° 5 .00BW . ° •' _ / aoq,. / TMP 90 35 / � I , y � , i / , (p 56o.00BW t• s/` • ; • : ; t %/.` ,` • • • f '.,Yi - -- -- -- -- -- - --� I I y 106 FFE= 6.6 1556.25 I tr°j �S'r' \ � _ / �f> 5 _ DUANE E. /aND ROWENA M. SNOW 88 _ - - / /. PROPOSED WALL (MAX. HEIGHT=6) 557 O0 - / / / 5 �` 4 `` . • ' •' „ / , 3 \ / D:B. 702 P. 792 w � - I � 562.67 i.o2 - _ �� � - - � � I L I � FFE= \ I ; S6� \. / rn t . • ./, 4.`.`�,% � / 563.00 \ s I' �� 87 I �-==-f=-- PROPOSED DRY SWALE£/i 1 556.00TW� \ _ - / /D.B. 657 P. 234 PLATLn FFE= / I 12 55o.00BW - - / 0 \ /54.711554.0 \ I r 560 ` - I-----��� ,� '•� li i I i 555.o I � fix � SSG L/ 1 83 1 /i 1 /--------------------------,/ / I � I � � v \ � I - FFE= I FFE= 1 \ r 55a 6 55i.6SS2.00TW � 534� a. w H - 559.92 8.83 .3.8� . FFE= / J I/ 550 --- 2 S o �-559.47 ��l ° - _=_- / / i �- \�55-�-- O --- I I \ 559. 4 I I �_ - II CFI °• I � r 5533 \ z 4 i / ----- -- - \ / I II -� \ 60 I \.I I 548.00BW 1 V 5470 \ / I 558.25 -FFE= ' ( i �I II�IL FFE=I / \ i 00 548.67 5a47.3 FF -E= J9_9 58\ , 558.58 549 558.80 \ \ 556r;6 I i \ I 1 / L III N /I I� 7 ° o NOTE: CONTRACTOR TO INSTALL PRIVATE 12" / I iIt I II � \ \ � - - _ I __ \I ° �+•1� I 5II I �• I -- --`-- � --=__-i�- iI 1 DRAIN LINE FOR ROOF &FOUNDATION DRAINS \\1I Ij FFE= 5 .14°x�6 4j 5459 II NOTE: CONTRACTOR TO INSTALL PRIVATE 2" co h�t - ' 547.00 fy 6.35556•92 FFE= DRAIN LINE FOR ROOF & FOUNDATION DRAINS 55FFE= 47 55 33 43. 57.14 95Lu FFE545 67 NO zJ O 5S7.47 6:3 \ I _ \ gA \ r-• --=a / / ---a--- -- ---- / / /I iIItII II / �/ I I \ I I \ f ' � 1I�7 /vo �/ I e \: \ •:° � e•p FFE=- II 1�5 I I - 540 NQJ 'VLJ u 544.00 S44 33 555.59 FFE= Lp 5S5.92 ° FFE= 556.475f FFE542.67 58A w 543.00556.8o 7.69 ---- ------ - 554 ^ 1 .' • • � I r' I \ � -\ -- --i- -- -- -- i� - J Q 52TW 548BW 6A \ 586 5 ° • • .o I • tt I 57 I -I t ° 4 / r t e e / ,... _ rove 1 .I . • t, rt . ° - e B RWY LANE 1 I 011 00 - 11+ 0 12 `o rt12+5o ' 13+00 3+5o iLf+oo 14+50 / T 1 + 1 + - 1 + - --- -- - - - - _\ - - / 0 / 5 00 � 5 50 5 92 I TMPW-27 / 55 �, 6 � 5 I \� I I h 4h _ h PROPOSED STORM / Lu II �M �M � L T 1A - h � i O f - / - SEWER SYSTEM R ER I KEDANTZ I OG SCH C 1 rr nn / V D.B. 1214 P. 461 - - - °--- - .° a . • ° • • _ � . • • °• • �° 1 ooeo I I II 1 \ _ .21. -30 2. 1. 0.1 .° ..2 . i 55 555 3 5553 ° 54.9 ° 55 5 33 - 55 49 3 547 9 6.8 \ 542.4 1. o. 0.z I vi S 555.3 5 ._ 554 5 ° ° ° ° ° 54 7 . 544.37° 543.3 ° � 54 7 ° 54 .9 ° 54 ° -' / • A I \ � - \ D.B. 629 P. 616 PLAT __ - - - - ---- - -T - - - --r - - -- -- -- -- -- -- r� I 5 PROPOSED WALL (MAX. HEIGHT-6) U / t+ !-' N - ..� +�. V 2 �. �_.-.' �.. :: fin. \ 5 N i W. V lD \ 0 / � D.B. 530 P� 164 PLAT I p i � I ��o I W I I I I I o- I I � 55 59 � I 555.59 o.i7 I I� � I 1�421.! I I 556.555.59 S4-171.50 48.�4�09 I , 541. a2 5..46.0 42.09 Lu f -- ° h � \ \H� °• " 1 + - I' S4° \Ln1 �- -FFE= FFE= - 538BW - 4 / / I I - J \ \ I \I FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= FFE= - FFE= FFE= / \ \ \ H� I �556 58' S55.92 555.92 555.92 555 92 0 553.17 550•50 548.50 6. 2 545.o8 544 42 543.08 541.75 i- / / \ 1 � I I 554 5 551.83 549.83 - �- - -__ I 54 4 - - 542.42_ - . , 1-:.-i- � , � � � � / � j � 1 w Z \ 7" ISERS \ tS 6.o z . 2 I 2.67 0:00 48.0o I 2 is " I 4° ° � / I / / � � i / i / / / / j / 3:1 I 1 1 Lu 55 X 555 4 55 X 55 5 X 544.5 X 54 5 54 5 X � 555.42 X 555 4 555.42 X � '• I II 554.0o X 551.33 �C � / 549.33 X o I 1 545.92 X - 43.92 X 541_g2� - � � / � / I �,I 548.50 547 5 - -- Y 541.08 I 539.z5 /.; / / i y - - - - - - - - - v 1 w 41.42 -- -- 539.92 �---- ' � 53�.5TW I 1' � i I I o. 0 2: z / I ' ) I 55°•93 55°•79 55°•75. S 75 ° 54 9 53 .SBW � / / i / O \ w I I � v! ° ° _ - V� H . 550.36, 0.5 /0. 550.21 5 �o s48.41 48:00. " 547.51 �547.00 2.5 h 4 � 2. 1 41.6 1.06 0. `�.� 2 ab / \ 50.839 50.65 5o.56 550.46 - 5 54 5 5 9 : , 54 54 44 539 5 34.08 4 / i i \ ( I 1 t\ n N 71 548.81 - - - - - - - - - - - 538.7o PROPOSED WALL (MAX. HEIGHT=4') ��55 - - 543.58 - - - - - 34.20 , / LL - - - - - - - 1,.- ° �, / _ J I / f;} II BENCH MARK IS I LLJ A roximdte v, I I NOTE: CONTRACTOR TO INSTALL PRIVATE 12" _, < 100- i i o- 1 / I CHARLOTTESVILLE GI I Va Pubk Servipe Esmt. 00 I 554TW \,' 4 1`.` DRAIN LINE FOR ROOF & FOUNDATION DRAINS _ _ - j j / i I ��6s _ _ I I o � � Y� � � � / � I ROUSE-SIRINE I D.B.221 P 305 � 5506w •tj.k,`41 I ( _ �- - � � - \ � � � \ � /---- I ` \- /-� --------- - 6_ pQ--------------W---------- - { I vs0oumlat pm&t _ ATI2O9N 931.0345 2 i --- e10PolN 388 Tv 546 E-1-W2384.68 0 CC)HE OHTV PROPOSED DRSALE � \ - O \ ELE �7 / �- ---- did e - ------------------- - - - - -- .---------------i--- -------- --------------- _ ELEC ----- - ---- - - ' / N �_� VAT101�5� Oil I s 55oPROPOSED UNDERGROUND STORl W R 544 Pol Pole 10� = Pole G ---- --- 5 a MANAGEMENT DETENTION FACILITY - 60 a ° - -- - - ------------- - --- -- -- - - --- -- 5 �° - - -- - --- --- --- ---- - - �_ ° ole ' °a -- - - - - - - - - - --- - .._7 -__ v� \ - \ -- I\ I - - _ - $ 0 _ - - 6 - 9 r�-� U S . LV - T � �Q T SVI _ � P_1-I 1 2 O _ - _ - - \ - =B.1 H PG.35 - .) -cQ - I ------------------ ,I 1 ion \--GRAPHI_C SCALE El ❑ OT-6001 -- MAILBOX 556.50�, ❑ / - ---------------- 30 0 15 30 60 30 -� G) �� oT-9 _- ? vv _ �� GN ---- --------- -----__---__-- HTOHTV ��--__ o�,Ef �� i -- \ -55p �\ \ 1 \ /' o -_��� - --- / �, -- ❑L � _--- 1GIAILBOX �� -'--- �� --_--_-_- MAILBOX------------�- T - - - - - -HT OHTV - \\ OHT OHTV \ Poled \ �C\ \\ /Phone / // /-'� // r _------- INVIN�� o) _-- __ // - - - - 1 inch - 3(i f -- \T1 / Z-- Rt�AaL�OX z Q �ui V Q z_ Q /'0 W 0 z_ C) Q U w r-, w 0 w JOB NO. 182157 SCALE 111 = 30' SHEET NO. 8 ---_-- 44 TH 0� �SCOTT R. COLLINS�Z � No. 35791 _-099 // / // �� _/ //n / ,0 1 I ✓� SIONAL E� ° OA9 42 - �- S16°40'02"W \ \ �GRAPHL�- CAL -05g /�,�(Q , '- /pig j %`k=• 119.3d'(_ e line) I\ \ 30 0 15 i 30 69' \\ � - _ � / 120 � _ � � � / 1 / �:/° °�'- • e �.� .e �e tl e` / \_ 1 \ e� e -°e e 6�Oe IN-F'L-ET �-t in = 30 ft. g / - --0 g 30r t e I I 626 624ee` PROPOSED WALL (MAX. HEIGHT: 6') t 632`- 64 I I z J -,20 - _ 38BW O �t-7`r�19 0 00 --- I - / //�/ _i/ - -_-- // // �// / ON /� � y t. k ��t .//` iy ��� --- --��j� I -t� III \`• � / I \ ( / w (n 6z4BW / I I II I 1 / Q / f\ i1 I'FFE=1V90=3 I \ke 6Tw\ \ \ \ I\I \ I I I I - U) FFE=zFFE=T22.84 > w FFE JEANNETTE D. SMITH- 1 6222 . 1 .'BSMT u/ 621.51 SMT= D.B.4254; PG.118 620.84BSMT=- BSMT= , 61231 613.00 BSMT= 7 I-OS9- 6 L / �/ / �� ✓ 22 e I .67 \ - - - - / IP / / / �'/ - = ���/ / /•° e / 620 ' \ ' _ -621. O v\ / ! 11 6ii.33 6ii.33 J 6zz oo iz / �O G !� -,� t , . t` ` . - � .�'e` t t e`6-� - � � ��� 5 1\ \ \ � I - 1 - � 1 t\\ I \ \\ \ \ / � �" I t_ FFE= SMT=� - _ / - / / / ^ V � ' � • P p �e / t k k t \ \/ a o, 620.- 84 ` 611.67 ; \/ o o 1 � z Bw _ 0P9 BSMT610.23 FFE= = f is.33 _ �6. �611.00 ioo3 2 / `\ .a /-� r 4 `BSMT= 62 to F 611.00 620.17 �og _ I I I o T 90-3 I I I \ _- '�7 -� / -__ -�- \ O -� I �• t t `�• ��' w- � wo\ \ _ "� SMT=.` io.67 �� . i � I � 1I 1\ \ � I \ I I I M"�M - - ANG H LDINGS, LC I 1 I c X _ \ / \ / \ \-620.17 33 - 0 3 \\ \ \ \ D.B. 026 P. 71 \ \ 1 �J -- --- - - \ - 8 / / - \ \ \ \ \ \ \ I I \ I I I \ \ ` `� BSMT- � io.00" � � % � -4 - -h i\ ee \ \ \ D.B. 65 P. 234 PL T I I `. \/ / \ \ � \ �\\ �.\ �\�\ y \�/ / / / / �. \ / i � s // ///\ \ //f'A �/ w / /�3i4. .,t:�%e��t �e �oe \•, pee t °ee •„`,/, ` °..e.° 6° ,/3o�` /`ee /,°;1r .e,` .../°t, g. e/ e ✓e . eofe`/` .e °6, I 28I1 -�I / FFSEM-TI1 +I� FFE= I \ \, 'yOr � o \ j -✓-s � 6oss/ og0.33FFE_ FFE= W\ \\ \ \\\ \\VA\\ \ \ \\ \ \\\\\\ \\ \ I 1 \�631.17 625.84w / 633.84, .5o .Ln oBSMT= SMT= 6213 6166o8-� 618.67 o624.00-60 I I 623.67 w 6o6BW __I 22.0---628625.67 - J \ \ \ \\ \ \\ \ / i i FFE= \ \ \ \ i 60 .00 \ \ W 2 e, i� / i \ 1 I I I N 3 N .\ N r L ° ° wIL e 6z - /608 �W I e FFE= 607.00 I .e � 6so:6 �t��,� ° .... �; � - / e e I I° / 60 ��\ 6�0.0o W� \\ \\ \\\ \\\ � � f I � \ I . 5•= > ; 32A e / 7 33 5.0% \ \� \ \ I I ( j p I -w wow-N w\ / /. / - �I \\ \ \ \ \ / I. ° - / / I° '. e FE- 6o5.o0 PROPOSED STORM. � e / SEWER SYSTEM 3 / / --- _ e e `/ �' i r � , •�.' �° ° /" \ / e oe \ 1 e _ e t �. . le _I_ � � \I I \ I o I I I 1 � � � w g o. / .FFE I _ �1 3 34 _: ---• \s '' e ° \ O � y/ °` ° k e % I bo3.00 -�oz.o - e e fy qzt \ , /• . 60 07­4 1 \ \ \ \I \ I `� - /._ 6r/ /k. 3.33-- . z5. o,- • ° ° •e � „ � - r f -- / - r i. 628. \ ape NOTE: CONTRACTOR TO INSTALL PRIVATE 12 / I \ I \ \ \ \ \\ \\ / r ry _ / NOTE. CONTRACTOR TO INSTALL PRIVATE 12 4 e y � � FFE= r � i r � I 4 _- s43 WSJ • \w _ / - r rr bzg.00 dd I - / 1 - s / \ / DRAIN LINE FOR ROOF & FOUNDATION DRAINS \ \ \ \ \ / - - - - J _ _DRAIN LINE FOR ROOF & FOUNDATION DRAINS. , r , 6 1 it - r 3 33 rr , - - N� 6 / /° ° / FFE= \ \ o \\\\ \ \ \\- / I/// O ^^ rr i ' J - - \ \ / 602:00 599.8 60p b \ \ \ \\ \ _ - - L.L - err � � I - � - °' ` 600 e i \ I \ \ o \ \ \ \ \ \ `\- pe . BSMT- i �i / I� - - \ �e , t t b01.33 / I „ r / \ \� 5 5� �I 5g2.007W\ \ \ \ \ \ \ - - - - 621. O - rr L - /° ./ / 5 rr FFE- rr I I 625.59 /I - 6zo.z5 I \ I OB t 22 t � Lu .67 600�.\ooT-W 630594.00BW BSMT= FFE=/ 599.00 5974 - - - -- --- ------ ■�i�I QN 620.FE= 9933 8. 629 w 4 FFE= ON, FFE= FFE=BSMT= V 1 625.92 FFE= - __ _ - - _- _ - t-re ei•� lI , .��l, ,e e`e` ,e e e/° ° • �.`. e�k .et `�` e t t ,t e e - ° e k\�_ r� , � � � 619.5r 0 e l BSMT=623.25 I I 620.8 6�7•g2 `e ee e ° ✓e! 6\6 T=BSMT= BSMT= -616.o8 /613.41 610.74 608.08 FFE= 593.6 / 5p4•o0 3' - - - - - _ -- - - - -- w I 59433 ROPOSED WALL (MAX. --- -L- / JJ_ JzH� e ° - - 0 608 - - _ / - ----- / - .e e e � jam/ e . � � I FFE- 591:z4 e, PROPOSED DRY SU1/ALELu - _ - - - l e�4` •ke/.`tiy - -.4/ 594 W602 t. W 6o$ 0 - - 590BW60FFE- 59o.00 58 .s1 \ 82.00TW 8 5W / e I �e e / i � � - � .e e. e lI e � Cr�., .. °. ..e.ms.'-„`•.-`..`. • ; ",t"t,`t e'..`_�, �ee..•, `nr`a`-e�e •e- °-'e ` tee�;° :e: e t,``e -° kee- ee,e t . • e-e e ,` e eee�t ke�2 0 II /59 . 33 586•92 \ I 57.8 oo,BW \ \ \ \ \\ v\ \ \\ \ 9 9O 59o.00TW PROPOSED YARD DRAIN SYSTEM 2 ooBW FFE=5606 9 2U� I \ \ \ \ \ / / / ` `i e ` ` ° . `606ee e ° • .e e e e e e e . k __ `�-`= ` -�• ` e t • t ee ° • e e •% e ` . 596 ___-,0 ---- - - /. I. I\ \ II t jeep, e e t ° > - / - 5 88 ,•33 /. L I. \ \ \ \ � r� 06S '-t-. e e e - - - t e - e e e • e /, - ,-, _ r -r _- - - -\ / / > II I _ 5 l 578.o6TW MATCHFFE= 574.00Bw\ 5 TW \ \ \ \ \ \ \ \ \ \ \ \ - b / 586. 3 / / goy III 5so.00Bw \ \ \ \ \ \ _ J i FFE= FFE=ul --- --PROPOSED WALL (MAX. HEIGHT=6') e` ° . e . ` e / - _ =1 // FFE= �I 1. ;I 0.6 Jr_590.00.00 , 59 3359 7 592.67 I BSMT= II BSMT='I' BSMT= / 5s o0 5 I \ \ BSMT= II �e . , /` g I \ W / r . =°-e - - - 'S93.33 BSMT= iii - 80.16 , �o \ \ \ e l .. FFE= E.8 - _ I✓ 58 .16 581.49 580.83 5 -11 I / / \ \ - _ ` Z e /584.33 � � \ \ \ I W Tw5s8 _-- - / \\ �593 4 BSMT=' I 582.83 2 �` Z / - - W 82 - ` - 593.17 BSMT= ! 8 58i.83 = FFE= 58a.5o --- / ,\\ �\ BSMT= FFE= / \ \ \ / - 8 58 .33 580.z3 I ( n = e e 1.8 8. ��' l _ 59 4- m 57 582.g4 E 572.o�W 7 FFE= 583.33 $ o0 583 b7 0 - - ° ! 81.6 80 U z $SMT- 5 3• o 'I / 5 7 �o�_e \566.00BW v _PROPOSED YARD DRAIN SYSTEM` _�� _ �v 1.1 -1 8,.6' / r -� I I _ I --I 576' FFE- 59 7 5 7 _ - 16A I 580.00rw I - - - , � v \ �82.00. � - / m \ - � A - -- - �57 .87 ° 578.45 � � I I 590.50 - BSMT= e - -_� 580 79.b5 = i . 580 - - 574.00BW LL �l BSMI= .581.33 - 0 • W I I A W WS 4;;�7fi.50 $W FFE= 8034 578 .-LNL. 8.10 ` / s� j 6g 57 - - \ \ \ 1 +50 16 00 i6 16+5 / LC> 17+00 1 1,17+53 1 Q _ \ 2 5 5. / \�0 5 -15 - -� _ O II c169 - �� � 579 4 % - +o - - PROPOSED WALLS (MAX. HEIGHT=6) _ (� e e e o - e v ° '' L579• o y 15 \ w - 16B 1 �z PROPOSED STORM _ - ' FFE= - \ X / /: / �4+50 \ SEWER SYSTEM L i \ _ O w ,� t _ - ��� 577.77 �� 78.20 % % � _ �'� fir/-'�/ / / I I A � O 57 •4 6 5 4 4 � 66.00TW / N ° ° .° ° BW 580 4j , / / - ✓ w j / 1 5 , k00 / wow- -° 68 I 6o.00BW- - - - - - - - - i i .7 1 5 .22 - - - / / Q - I 57 .00TW e e 5 44 575 /� . _ -- � 68.00BW O / / i 5 r eee ° ee. e ° • / ` _ /575. w/ 5 •z9 r �� FFE= .6 e / / 5 / / ° ° . V / 573 77 ox4 qy 6 �' r� j - : FFE- � `sue' ° - / / - .� • _- � w 574 �. A � 579• I 9. 1 \ - - � 72.7 / - o I I -570 - w � 5 7 � �xh / /. A � � . 'S82.00 I / I ° 12 t A \ / 572•44 / 8� \ r - / / FFE= F 5] / j �Ir - - - 57z.67 571.01 \ i z 6` p _\ i / III \ \ / \ I -\ I - - - -1 I .S%O 'r / 572 00 31.3%� \ \ � PROPOSEDSTORM / / \ \ 62.00TW / y r SEWER SYSTEM ° vva \ \ / j 57o 5 �FE- 6 6 5�0 • \ 1 5 � � \ / / / - --- ------ --- I 0 57000 7 75 79 7 h57o.00TW6% _ i \ FFE= 8°.00 _II IiFFE- � J - - -- ----_-- - -- -- 574 FFE= 581.33 BSM570.171I_57933 I63 w �-_-FFE= 82.0o BSMT= 571.50 BSMT= 9.5o 567.67FFE- FFE= 580.00 BSMT= 572.16 J 0 569_o0 _-- - -\ -- ---- - --- -- -- - - - - \ ^ \ BSMT= 570.16 ` PROPOSED YARD DRAIN SYSTEM L --- - -- - -i F / \ \ \ \ / / / / / / ----- - z Q ��w `.J z �Q Lf 0 06 0 z 0 Q I- w w oC = a � JOB NO. 182157 SCALE SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON 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 IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 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. 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 GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. ROAD NOTES GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 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. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, II, OR III PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPOR TA TION (VDOI). THIS PLAN AS DRAWN MA Y NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMI T. WHERE ANY DISCREPANCIES OCCUR THE REQ UIREMENI S OF THE PERMI T SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA 77ON FOR UNDERGROUND PIPE INSTALLA TION MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. R%W 5' WIDE CONCRETE CG-6 CURB & GUTTER POINT OF CG-6 FINISHED GRADE CURB &GUTTER 5' WIDE CONCRETE / 3, SIDEWALK SURFACE SIDEWALK EXIST. GROUND 2q 2% 2% EXIST. GROUND 3:1 3'� 6' PLANTING • °„ 4" IADOT 21A STRIP 4' 4" 4" / STONE BASE 21A SUBBASE 21A STONE BASE E B SE EXIST. GROUND STONE BASE STONE BASE EXIST. GROUND 1.0 5 6 2.5 5 0 10' 10' (TRAVEL LANE) (TRAVEL LANE) 24' F/C-F/C 43' R/W TYPICAL NEIGHBORHOOD STREET ,SECTION �q3' R/�Yr NOTE BERWYN LANE SHALL HAVE PERPENDICULAR PARKING SPACES 9'x18' PARKING SPACES B.FRArYtV LANE (PRIVATE ROAI>) GS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 afPfl ON -STREET BUa60--OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES 5' WIDE CONCRETE �( SIDEWALK EXIST. GROUND 29' 4" VDOT 21A 6' PLANTING STRIP STONE BASE EXIST. GROUND 1.0 5 6 EXIST. GROUND k - /- EXIST. GROUND 4 VOT CG-6 CURB & GUTTER 2% 0 (TRAVEL LANE) 24' F/C� F/C POINT OF CC-6 FINISHED GRADE CURB & GUTTER SURFACE 2% SUBBASE 0 (TRAVEL LANE) 4" WU STONE BASE 2.5- R/W 5' WIDE CONCRETE SIDEWALK 21 6' PLANTING STRIP 4" IADOT 21A STONE BASE 6 5 49 TYPICAL NEIGHBORHOOD STREET SECTION (49 ' R/Orr EXIST. GROUND �R EXIST. GROUND LOYOLA X'AY AND PORTIONS OF DAUPHIN DRIVE (PUBLIC R0.4DS) NOTE: PAMONA COURT SHALL HAVE PERPENDICULAR PARKING SPACES PORTIONS OF POJfO1V.4 COURT (PRIVATE ROAD 9'x18' PARKING SPACES CS-SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.- 25 afPll ON -STREET BUMP -OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACES C/ L R/W R/W CG-6 POINT OF CG-6 4" CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 4" CONCRETE SIDEWALK SIDEWALK SURFACE 3:1 29 2% ` 2.$ 29 •1 ff . 6' PLANTING 6' PLANTING 4" VDOT 21A STRIP 4" VDOT 4" v0o STRIP 4" 1/DOT 21A STONE BASE 21A BASE SUBBASE 21A STONE STONE BASE 1.5" SM-9.5 SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE 9.5" 21-A \ BASE COURSE COMPACTED \ SUBGRADE ASPHALT PAVING ROUTE 20 NO SCALE 1.5" SM-9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE 5" 21- A BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - AVON ST EXT NO SCALE TURN LANE 1.5" SM-9.5 SURFACE COURSE 3"-4" BM-25 INTERMEDIATE COURSE BASE COMPACTED- SUBGRADE ASPHALT PAVING - PUBLIC/PRIVATE STREETS NO SCALE 2" SM-9.5 SURFACE COURSE 1" BINDER INTERMEDIATE COURSE 7" 21-A BASE COMPACTED SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONESUBBASE COMPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE 1.5" SM-9.5 SURFACE COURSE 1" BINDER INTERMEDIATE COURSE BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - PARKING SPACES NO SCALE ASPHALT '' :°'e�c�'21,�i/ COMPACTED SUBGRADE 5' ASPHALT PEDESTRIAN TRAIL NO SCALE TRIP GENERATION 111=100' ROLL TOP C IL POINT OF R/W FINISHED GRADE R/W CURB CG-2 CURB 1/4': 1' 1/47y1' 000-ob'oo' o,b%o 42WOT STONE 4" WOT BASE 8' 9' STONE 3 (TRAVEL LANE) (TRAVEL LANE) BASE 17' E/P-E/P 21.5' PRIVATE ROAD R/W TYPICAL PRIVATE ROAD (ALLEY) SECTION - ,2>. 5-. PRIVATE ROAD EXIST. GROUND (PRIVATE ALLEY) 15 ffPfI DESICtV SPEED NOT TO SCALE 5 6 BL�5 10' 10' 7' BASE 6 5 EXIST. GROUND (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) �_9' PARALLEL PARKING SPACE 56' R/W TYPICAL NEIGHBORHOOD STREET SECTION (56 ' R11K) PORTIONS OF DAUPHlAr DRIVE (PUBLIC ROAD) GS--SSAR RESIDENTIAL & JfIXED USE SUBDIVISION STREET DESIGN SPEED- 25 JfPH ON -STREET BUffinLOUT PARKING ONLY Pavement Design Location Dauphin Drive (Public Road) Loyola Way (Public Road) Berwyn Lane (Private Road) Pomona Court (Private Road) Private Street (Alley) 6" MIN. TOP OF 4 '� 2" R CURB a . 13" .4 d a Il oe. H oF� 4COTIT R. COLLINS'Z No. 35791 � Ss IONAL j ZzO Q a O LU m n �■■� o J F cn z LU22 U) LU Ce I _ � - � r CY)M T 7" M 61 'T z < CD w VJ N W LU Q i V ram^ ) ZJ_ J > < , ^ V U) z J H� LL Q ~ 0 I w LU Q 2 W U W Q ~� O W OR #78 STANDARD CG-6 STONE#57BA E6U UNDER CURB ~ Z CURB & GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR U J BACKFILLING. Lfl H (VARIABLE WIDTH) 4 " CONC. ;,\,\; T111111 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE RF= 1.0 ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 283 2 303 14 4 110.60 SM-9.5 1.5 2.25 BM-25 3 2.25 121A 5.5 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 264 2 284 4 4 10.38 ISM-9.5 2 2.25 BM-25 1 2.25 21A 7 Zw w J w Q 0 N U I- LU LU w a Dp JOB NO. 182157 0.6 15.68 0.6 13.43 SCALE AS SHOWN 0.6 13.43 0.6 13.43 SHEET NO. 10 0.6 10.95 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE: A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST I'VE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. rMl 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER MAIN SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 LIMITS OF PED. LIMITS 11 PEG. ACCESS ROUTE T� b ACCESS ROUTE UNPAVED SPACE NON-TRAVERP.SABLE -' UNPAVED SPACE 11 �pr I TH F ENTRANCE , #: LIMITS OF PED. - LIMITS OF PED. CESS ROUTE ® NON -TRAVERSABLE J ACCESS ROUTEBE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHT-OF-WAY IS RE IRED IF THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND �.I EXISTING OR PRCPOSEn VDOT RI T-OF WAY. 11 PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTEO STABLEr FIRM 11 SLIP RESISTANT 4.0, PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A qeo 4o4S:o FACILITY THAT CAN BE APPROACHED. ENTERED AND USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT TOT O BACK OF CURS,MINIMUM WIDTH SHOULD BE 6'. SECTION F-F _ SELECT MATERIAL TYPE E OR SIXKRADE UP TO ELBOW. W 10 fL$Ox 1' "0 0�0 `=' ado �o�oRo ICEYEHT fMP LIME Si ABLREDI HALF PLAN C �J # F PEOESTRAN ACCESS ROVTES WIARE BEING 2' 0" PIPE IS PFSFORATFO 45` ELBOW PPE 15 LIIC;TATEP T ••- CONNECTION 957 AOWCOATE, 45 AGGREGATE OR CRUSHED IS REQUIRED A MINIMUM 4' TRAVERSABLE WIDTH W---{ W IS REOURED WITH A MAX. 2/ CROSS ELOPE. OEOTE%TEE GLASS MEETING #5 GRADATION REOURELENTS. PPE-LEss MGREDATE IxRA1VAGE GENERAL NOTES . e. PRIMARY DIRECTION TRENCH WITH FABRIC 1'-0' "'•••rrr Of WATER FLOW DRA'NAOE FABPoC 1. UNLESS $PECHYCALLY IT OWING. CONBN AS UVO 5R 3 +' - pF LOCATED AT Tf45 PpHT WHEN 80 TH SUBBASE M!0 SLB :-%'C- !:-•C -1L L:-:•. WHEN USED IN CONJUNCTION WITH STANDARD NON iPERFORATEO _ _ PARABOLIC CG-3 OR LG-7, THE CURB FACE ON THIS - OUTLEt PPE (TYPICAL, 2. TREHdI SHILL BE FILLED wHTH AGGREGATE AND TNROUGHL" �Md::.-.n... G I tl SIDEWALK STANDARD E TO BE ADJUSTED TO MATCH THE INSURE EOMPA[TN[5E. MOUNTABLE CV. CONFHGM(ATHON. 04 :oeoo 45' E1.BDW •e • o, b CONNECT NON -PERFORATED OUTLET PIPE 3. OIUTLET PPE SHNS HEM AT THE EDGE DF THE TRAVEL LANE PAVEMENT AM1 SMALL BE PLACED ON A GRADE PARALLEL TO TFE SHI DER SLOPE 2 XMN_(3 Y NORMAL GUTTER ---- 45• WEE --------- - ' SECTION E-E GONNECTILIN DESIRABLE) GRADE. • ti• , 4. x % FAY 0 TLET CRJ::-ING s-RE%GTA 4. CN CLNB AND GUTTER 4ECTIONS, WHERE IT 5 LPOSSBLE TO OTHERWISE PROVCE •�.j� .p, •A. 'T• •M' q.Y. Yee. ,FOX TO 1DX CHA6%:E 1'• 3" 1' 0" NAM PPE TO i�PE Di PI�C W 7 i YGV GAME -ER 'N. i. N" N;:M I:IAu==' WETS CRF M4IICLERCR,r1S, THEY ARE i0 BE LOCATE SO AS i0 GRAN Ni0 DROP YnY a• A"vY a-uo 4Qya`R y4" agi Y"Y o. b' CLASS A3 (H.E.S., CONC. BEGIN WITH 45' ELBOW 51A0.-.iH WPLL PVG C.153 5, ON SUPER£LEVAtEO SELTgHS TRENdI 5 TO BE LFiIER ENTIRE PAVEMENT AREA v a o 5" AGGR. BASE TYPE I SIZE 21B • a. EW-12 GV00TII M'A_L PC l_• PSI XXK 7C �51 %3fk W,TH OUTLET PPE ON LOW SY1E ONLY. L'-0" (TYPICAL) n ® POINT OF GRADE CHANGE 6. INVERT ELEVATION Ai OUTLET END OF QITLEi WE i0 BE R MVMUM OF 1'•0` /BONG 12X MAX. SLOPE 5•-0" - E. NVERT ELEVATON W RECEIVING ORANAIGE DITCH OR STRIACTLRE. FOR CURB AND GUTTER ONLY OUTLET PIPE 7. Kl LOHHECigHS [ELBOTrS,*YES. ETC.1 W74N PAT Lurs FCR U.I-I! I PIPE ARE !I. >G X 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS NO S2_F 'H 'n,4L rHICNM1ESS [MN] - NLFE'i BE tx THE SAL[ CRUSHING STRENIGTH AS THE OUTLET PPE. FOR SIDEWALK CURB AND GUTTER Ya oe ooe voe XXX TES -CO ACCORDNG TO ASTM D 2.12 AT 5XOEFLECTOM. BUILT CONCURRENTLY - 5. OUTLET s� TO BE SELJ�.Y CONNECTED TO EW-12CR OTHER DRNKAyF s x K 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERV4 AND 5'RucruRE. SECTION C-C 6 X MAXIMUM DECREASE FOR SUCCEEDING LEyIMUM 10' INTERVALS SECTION D-D ET SPECIFICATION 5PELIFICA-II:+ SPECIFICATION STANDARD PAVEMENT EDGEDRAIN REFERENCE STANDARD COMBINATION UNDERDRAiN RE` ^,:C REFERENCE STANDARD ENTRANCE GUTTER Dvoor ROAD AM BRIDGE STANDARDS 2y0 ROAD AND BRIDGE STANDPRDS SKEET 1 OF 2 REVISION DATE 50e,' SI:'• (AT LOWER END OF CUTS) REVISON GATE SHEET I S 7 1C 5.OE VIRGINA OEPARtMCNt OE TRAN5Ft R1AT10N 701 1OP..O¢ VRGNA CCPi VENT CF TRANSORTATION - VIRGINIA DEPARTMENT OF TRANSPORTATION 07715 203.02 CO- 2 NOTE' WHEN A PEDESTRIAN ACCESS ROUTE cG-11 6" iPIPE 8" D.D. 6" %tr)r-IT Cl ACC 1 5' VDOT NO 1 ONE BEDDING PIPE O.D. 12" SECTION A --A CONCRETE ENCASEMENT NOT TO SCALE LENGTH (VARIES) MATCH EXISTING PROFILE 1 EXCEPT WHERE SLOPE OF MAX, 13ANK EXCEEDS 1 1'O 1 P !` A 'J MIN. UNDISTURBED MATERIAL A ELEVATION NOTES: 1. WHERE LESS THAN S OF COVER IS AVAILABLE BELOW STREAMBiED, CONCRETE ENCASEMENT WILL 8E REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3', THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 15" OF VDOT CLASS 1 RIPRAP SEWER TYPICAL STREAM CROSSING N.T.S FIG, S--7 TD-38 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOII. 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 -GUT CONDITION 4 MI NSTABLE INITIAL BACKFILL 4 MI g" 8" SOIL MIN. MIN. MiN MIN. #68 STONE GRANULAR FILL AS APPROVED BY ACSA S L { bCKC L STABLE SOIL OR RaCK� NOTE : 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3,THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL OASES, DUCTILE IRON WATER PiPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 7 COMPRESSION x 3/4" MALE PIPE COUMUNI OR APPROVED EQUAL 1" TYPE "K"SOFT COPPERFOR USE ON ATTACHED SINGLE FAMILY REMAINING BACKFILL SHALL RESIDENTIAL SEAYrCES UR DUAL PESIDEHIIALNOT CONTAIN ROCK MATERIAL AND IRRIGATION SBRACES. 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MIINTiAL BACKFILL* 6" LIFTSNOTE:EMBEDMENT a MINNQ swErTED RrnNG2' * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER DUAL SERVICEFLHAUNC:HING 1' COMPRESSION X 3/4• MALE PRE COUPLING NIO. 68 STONE OR APPROVED EQUAL BEDDING 6" max ,- TYPE 'K• 4" min SOFT COPPER FOUNDATION (SHALL BE (D REQUIRED WHEN SOIL FOR USE ON DETACHED SINGLE FAMILY CONDITIONS ARE UNSTABLE RESIDENTIAL SERVICE WHERE AN IRRIGATION ALL PIPE) METER IS NOT PROMOED. 1 SINGLE SERVICE NOTE: ,) SADDLES SHALL BE USED ON PVC PIPE, CAST IRON UD NOTE FINISHED GRADE 1 1. OPEN I CUTS IN PAVED AREAS WITHIN EXJSTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. BALL BAALVE BOX R 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED YN AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 38• MIN. COPPERSETTFR STONE SHALL BE PROVIDED' 1/8 BEND COUPUNG-\ ems_ 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE METER yi =T'• i;nb' CORPORATION STOP :�Y*'"iF'.,(. �5t�%°:'^�'. BRICK AS NECESSARY pi SAND OR DUST UNDER`'.yc`w{*:Ff 4. DIAMETER DAMN PIPE, 12- �% BOX AND SERER (2_INp1 ''�„? i;;: V4�-K "'.'1 LONG STONE POCKET, VDOT T I P I C; A L SEWER PIPE_ MINIMUM THICKNESS)k y;RA,w':;R''P,;,-'`'`;;:`•„„r,,, },t„A SPEC. 203. N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH (5/8" & 1" METERS) NTS NTS FIG. S-3 FIG. W-SA TD-10 TD-34 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2,25 2.00 2.60 2.52 0.15 0.10 2.00 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 2.66 2.16 2.77 2.69 0.26 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 3.33 3.58 2.95 0,43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SiZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 4" DIAMLIIFEI AND VALVE ASTM A36 AND HEX NUT ASTM A566 (1YP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA 501E (TYP) ALL -THREAD ROD _ � _ ? �'�':•: � WATER MAIN �3 VALVE 24"MIN UNDISTURBED EARTH PLAN �- ��CLASS A-3 CONCRETE uru "' • ' r-MEGA-LUG t 6'• MIN UNDISTURBED E ELEVATION ,�TION NOTE, 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR BINDLE ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SMALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W^-3C TD-6 J. PLUG PLACE 5' GALVANIZED "WITNESS "POST WITH 111 0� CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT NOTE, HYDRANT MUST BE TO HIGHWAY DEPARTMENT APPROVAL. EQUIPPED WITH CHARLOTTES- d �I VILLE THREADS WHICH IS THE LOCAL STANDARD, 1 FINISHED GRADE SCOTT R. COLLINS'� LENGTH QF BRANCH VARIES � 0 No. 35791 (2 70') MIN 2' To 1 V t�de��l, aI�II TI 18•-22" VALVE BOX �� Z 7 CU. I. STCNE ADJUSTABLE TRAFFIC RATED SSIOjVAL #68 � VALVE BOX W/ LID Z u 42"MiN 7` ;• 6" GATE +��f, "•'y VALVE N + + TEE d 2500 P.S.I. CONCRETE : F BASE AND HRUST BLOCK AGAINST UNDISTURBED STABLE - M.J. GATE VALVE SOIL. STFEL PILE WHEN THE SOIL iS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS ----- A HYDRANT 15 LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. WATER LINE 4 I� NOTE 1-,_ I . 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2500 P.S.I. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) CONCRETE 2'x 2' BEARING AREA. 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND THRUST BLOCK Q' VALVE BOX. Z J 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. a d O 0 IT IS NOT ALLOWED IN THE DITCH. a a 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 ca HYDRANT SHALL BE PUMPED DRY. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SiX (6) INCHES ABOVE GRADE. w 0 U) J ZQ ti H- TYPICAL FIRE HYDRANT ASSEMBLY DETAIL TYPICAL GATE VALVE (n Z H� N.T.S. NTS FIG' W-4 FIG. W-5 ui W TD-8 TD -9 FRAME & COVER (SEE FIG. S i-D,E) z STREET SURFACE OR - NON -PAVED AREA SLOPED AREA -� 1`-0" MAX 3000 PSI CONC, BASE 2'-0' BENCH SLOPED TO FLOW A 4 CHANNEL 1/4" : 1' MiN TD WATER MAIN--/ \\--RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED �� ON-LINE CONCRETE SECTIONS 12" MIN "0" RING SEALS A 16" MAX - BRANCH (TYPE "B") ELEVATION • 12" MINIMUM DIFFERENCE ACROSS M.H. 5" I 4'-0"� FROM INLET TO OUTLET ' VARIES THREADED COUPLING BRASS NIPPLE AND PVC SHALL BE 0.20 FEET. VARIES CONCRETE DEPTH .OF FLOWFILLETS 4 2" PVC SLEEVE o CAP CHANNEL TO BE € LUBRICATE ALL THREADS CON DIAMETER OF CONTRIBUTING-='�--- 6 ' THRUST BLOCK C° METER BOX (SEE F1G. W-7) SEWER. ` a , A FILLETED INVERT FDR A SMOOT "A 'A� " 12" NOTE: VALVE Imo( TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NO. 57 STONE INLET & OUTLET PiPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO M,J, FITTING PIPE SLOPED PROVIDED. MIN. 6" BEDDING NOTE : Wf NO. 68 STONE BAND EXISTING MANHOLES SHALL W BE CORED AND A FLEXIBLE TO DRAIN IF • GRADE ALLOWS 1. BEDD[NO THICKNESS REDU[REMENT SHOWN IS MINIMUM AND SHALL BE BY THE CONSULTANT FOR THE SOIL CONDITIONS, CONNECTION " BOOT " INSTALLED VARIES 2" BRASS PIPE SPECIFICALLY DETERMINED O VARIES 2, THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE WATER MAIN AND VALVE 2" THREADED TAP EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED ARE SAME SIZE PLUG INSIDE AND OUT. TYPICAL MANHOLE PLAN DEAD END TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN (TYPE "A") SHOWING BRANCH TIE-IN TYPICAL BLOW -OFF ASSEMBLY N.T.S NTS AG, S-1-A FIG. S-1-13 NTS - 25 FIG, W-B TD-13 TD-19 TD-27 UO-4 CO-1 CG-90 CUT +AVLMLY- TOP OF CUT PAT UNFTS TIl 1 (E'TTYPCAL) `. ENTRANCE'' Z OU"ITT PIPE .n ] P.ECN WI-H ¢5• FlLL SUBGRME OHTLH L� CL DCW OEOTEXTILE IXANNME FAEMC UNOERORNN SHILL CENTERED UNDER CLR$ ATYD COTTER DER NF (OVERLAP T-0- AT TOP) PAVED SHOULDER GEOIEIITILE DRAINAGE FABRIC '-0" FDOF C� PAYti«F�Ai IOVD4AP 1'-0" 0.T TOP) COMBINATION UNDERDRAIN LINE AT LOWER END OF CUTS PAVELENT - CENTER LINE SECTION TRANCE LRYCS �•4s / - IWrTH TTPE 1SELECT MATERIALU MATERIAL _::.'�-%- 17T - .: UNSTABRI�p •-•s:•- _-: 45 y SLBGRADE - - :.:OUTLET PFE AR(8Bo3� TRENCH PLACEMENT CCCC CF PAVCLE Ni PRY LIM TS FOR SEE MOTE , •57 AGGREGATE. 16 SEE TE Q,TLET PIPE OUTLET PIPE i0 HEM WITH 2'-0" T".. AGGREGATE OR CRUSHED SEE ROTE I pRVE1ENi SURFACE L 844E \ ELWW GLASS MEETING ■B1- _ lX(ADATION REGkIR TENT. AE7 AGUYE OR MB -C„ 4" PIPE o 0 0 0 0 0 0 0 0 - 0; I- TOE OF FL ygppB,,g GLASSA0GRECATEKE OR CRUSHER o 0 0 0 - SWBASE / (EDGE OF PAVED 5HDNDERI GLASS ,LEifA kflD��d ie -12 CRPDATHON REO,AREIENT, o 0 0 0 0-SELECT MATERIAL TYPE I ORII •�l I (TYPIC'LLl PAVED SHOULDER SECTION CURB AND GUTTER SECTION Y/ • Nyl AGGREGATE. NS AGGFiECRTE OR LPoJSHED GLASS sEETM •8 GRADATION RE-GUIRE6Eq 5 PLAN VIEW P.D" •,F GEOTBXnB DflNNAGE FABRC SPLACEMENT OF CD-1 COMBINATION UNDERDRAIN; OR �- PAVEMENT SURFACE L BASE �- 5UB6.46E OR CEAENT STABuZED Suuu+c Lm -4 (4) 1- (25mm) DIA HOLES ON -` BOLTC2RCLE.(834mm) DIA 2" (51 mm) LETTERS T 0 (RECESSED FLUSH) [25mm] r PIKHOLESD r 1 1/2" T> [38mm] r 10 0111 SEW (2) CORED PICKBARS T 1 1/8" (29mm) DIA BOSS ,J>U 27 1/2• DIA 1 1/2" [699mm] [38mm] m 26 1/4' DIA 7" [667mm] i [178mm] 1 1/2' 26' DIA [38mm] 90 [fi60mm] 1/4" (6mm) DIA 3 1/8" 24' DIA NEOPRENE GASKET [79mm] O [606mm] I C 26 TALE" DIA 5 m [722mm] [t 6Mm] " DIA 1 1 1 584mm] 35' DIA 25" DIA [914mm] (635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) CROSSES A COMERCIAL ENTRANCE LIMITS OF PAY FOR ��• THE CR055 SLOPE SHALL BE 2X FOR PANTENT 0" OUTLET RPE I I A WIDTH OF 5 FEET. 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA SiBBGRMETOP OF CU G`VW TOE OF FILL RMus TO BE AS I ; I A� XKSTREEi APPROACH SAME SUR�ACNG GENERAL NOTES (4)'• r ITa P" ND 2[68Bmmjw TIC p DN r1 s 4 c$S.RN.o o,A SHOWN ON RA51 EA A+ YNNLINE ROADWAY,(SEE NOTE 31 1. WHEN USED IN COKIUNCTION WITH STANDARD CG-3 Rd.T CI LE. OFFICIALS AT THE START OF THE WORK. FILL C01 BNA ON UNDERDRAIN DR PICA, T SHOULDER LINE -_-__ _ RADUS TO BE AS OR CG-7. CURB FACE ON THE STANOARD IS TO 0 2B 1/4- DLA �" UNE I I EDGE or PAVEMENT SHOWN ON PLANS) BE ADJUSTED TO PATCH THENOIIHTABLE CURB CONFIGURATION. [667mm] [77fimm] 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES I 90' TRAVEL LANES / °G E OTEG;6 L--- COMBINATION UNDERDRAIN CD-2 ON FILLS k4 FOR THE PURPOSE OF IMAGERY COLLECTION. 2. SEE STANDARD CC-V FOR CURB RAMP DESIGN TO BE CENTER LINE SECTION f --- �� e e SIDEWALK USED PATH THIS STANDARD. I 1 ISIDEEALx (WITH TYPE SELECT IMTERIALI I EGE OF PAVEWNT - NOTE 6I IK OPTIQIAL UNPAVED SPACE I SHOULDER UNE A 3. MAN PAVEMENT SHALL � CONSTRUCTED TO THE 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. -- FLOW LINE RIW LINE (EXCEPT ANY SUBORADE STABILIZATION t{�_-��- TRENCH PLACEMENT YPICAL •' OE OF FILL `� ---- +----� REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE j` 28 7/16 DIA 5{E" THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. EKPANSION Q' EXPANSON OMITTED IN THE ENTRANCE.) Tit 1722,rlm]� [16mm] �-PAVEMENT SLRFICE 4 BASE % LIMITS of PAY FOR JOINT 1 JOINT 4. "ADL4 CURB OR COMBINATION CURB AND GUTTER II)'- --.,--- 36- D� 0 26" +� sulAiASE DU TLET PIPE -- SHALL NOT BE CONSTRUCTED BEYOND THE RAW LINE 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. NOTE- WIDTH ON TYPICAL SECTION- AS -jA MANLINE ROADWAY EKCEPT FOR REPLACEMENT D BEYOND [914mm] [B66mm 1 1/2 - e- •SELECT MATERIAL TYPEIORII SHOWN ON TYPICAL SECTION. A ova"" PLAN VIEW SHOWING PLACEMENT OF 13/76" 38mm 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ",- N57 AGOREGATE..B AGGREGATE OR CRUSHED CD-2 UNDERDRAIN PLAN VIEW ENTRANCE NOTES FFAMESEC'10N [2Bmm] [ ] CLASS MEETING'0 GRADATION REQUIREMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). DEDTEXTILE 5. WHEN THE ENTRANCE RADII CANNOT BLED HEAVY T THE z' (51 mm} E,E75 DRNN ME NON -PERFORATED OUTLET PIPE TURNING REQUIREMENTS OF MWALK EO HEAVY TRUCK RIDIS.SEO purrs J FABRIC MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK k CURB RAVPS ( l0'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADLSHQULD BE 1" 1 OR Bx MAX D INCREASED TO 7'. (SEE CG-131 I25mm] ` S 1/B" 1/2 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 EDGE OF PAVEMENT OR [, 3mm] OPTIONAL FLOW LIME GRADE CHANGE ® _ - - U 6. PLANS ABLE TO INDICATE WHEN CONSTRUCTION OF A FLOW 3 13/16" • 22 13/18" (SEE LINE IS REWRED TO PROVIDE POSITIVE DRAINAGE ACROSS FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ��; Ta-PAVEMENT SURFACE S. BASE MA LNE ROADWAY --- --- -----NOTE 71 THE ENTRANCE. 2 ,I6" L97mm] [579mm] flx MA%, ® - D 7, THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES [54mm • 25' 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. " ' SELECT` OR CEMENTTY EZOR SSTMIUMO 6DELA5E GAME CHANCE 0" ARE LE7E0 N THE ALLOWABLE APPLICABLE OE CRATE 0 0 0 0 " " SELECT MATERIAL TYPEQOR SLBGRAIE ^ D TABLE. THESE VALUES ARE NOT LEENTRANCE TO STREET 1 3/8' [635mm] 1'- " o - (CELETIT CR LIME STABIUZED) CONNECTIONS. (35mm] 9/16 O.D. OF GKT GROOVE 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. =- " WALED ACCORDINCOESS G T -INCHES 5. mil MINIMUM FOR I [17mm] [14mm] SE0110NVIEW 1/4' (6mm) OLA p57 AGE, •e AGGILLGATE OR CRUSHED MIf,GTESTEO ACCORDING TO ASTM 0-2412 AT 5YDEFIFCTgN. COMMERCIAL ENTRACE INTERSECTION NOTES bAl BOLT NEOPRENE GASKET OEOTE%71 E [iA55 -TINGMf£TINNE GRIDATIDN REQUIREMENTS. N T-D^ ELE ASSEMBLY F Al ATE 8. WHEN CC -NE USED FOR STREET CONNECTIONS THE FABRIC DETAIL 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. GENERAL NDTEs ® CONSTRUCT GRADE CH PLACES WITH A PARABOLIC CURVE. CONIECTx1N OUST BE DESIGNED IN ACCORDANCE WITH (2) WSHR 1/16 X 5/8 X , 1/2 AASHTO POLICY AND THE APPLICABLE REQUIREMENTS RUBBER PARTS 00981043 1. TRENQI SHILL BE FILLED WITH AGGREGATE AND TH(W GHLY NANO TAAIPE TO si THE VDOT ROM DESIGN MAMUPL, INCLUOI5. STOPPING [} W S'J (2)0�� `g6OD n rJ/�' [Y} BLT Y.Ex 5/8--„X3 1/2 5$ 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 SDE COMPACTNESS. SECTION A A SIGHT XSTANCE AJa K SAL REQIIREMENTS. 's 41mm PARt/ W98,250 APPROACH SLAB PAVEMENT 2. OUTLET PIPE SH&L BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT AND 9. OPTIONAL FLOWLINE MAY REWIRE WARPING OF A 2406• 1 2• [ / WSHR s B ID 15D OD SS PORTION OF GUTTER TO PROVIDE POSITIVE DRANAGE SHALL BE PUCE ON A CAME PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (SC 4' [fimm .93 DEB. STAINLESS STEEL ROD / SAFE DRINKING WATER ACT). DEBRABLEI GAME. � B ACROSS THE INTERSECTION. PLAN VIEW 7 1/8• (29mm) DIA B055 [13mm PAITTJ I709B, 318 BRIDGE - Co-2 9JBBASE 3' 0 TLEETS ForaR UNCERARA %THEY WARE TO BE LOCATED SOTO AS INTO ALLOWABLE ENTRANCE GRADE CHANGES PICKBAR & LOCKLUG HOLE DETAIL 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 (D- 5• INLETS OR MANHOLES. � NOT 1 s/4 „ ZN NYLK GATE BASE MATERIAL TYPEI PAKf� 00981204 1"PY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION 5 D SIZE "D. 2,B (6" MIN. DEPTH) ` „"H OUTLET YPIP'EEOON LOW SIDE ONLY.` TO BE UNDER `MIRE PAVEMENT AREA CLASS A3` A. ALL MANHOLES WTi3N 10D YEAR #LOODPLAiN OR LOCATED [N AREAS SUBJECT f4 FLODDtNG SHALL NAVE WATR"GHT FRAME a COVER. (2) NUT HX JAM S/8-11 ZN (H.E.&) �� 2. ALTERNATIVE DERGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# OO96172S „ „ 5. INVERT ELEVATION AT OUTLET END OF OUTLET RPE TO BE A MINMUM OF T-0" ABOVE CONCRETE 3. COVERS 511ALL BE FIXED TO FRAMEi KITH LOCIONG LUGS OR 61MILEAR ASSEMBLY. INIVERT ELEVATION OF RECEIVING ORANAOE DITCH OR STRUCTURE. SHALL OCCUR UNDER AN OTHER PLUMBING PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. L (2 ,s39R LOCK LUG PLACEMENT OF CD-2 BRIDGE AP ROACHDSLABSN AT 6 BELOF CONNECTIONS CRUSHING WYES ETC. STRENGTH 'AWITHI PAY S THE OUTL'ETT'PIPEEOR OUTLET PPE ARE TO SECTION C C TYPICAL WATERTIGHT (SHORT] PARTi 00193585 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 7. OUTLET PIPE TO BE SECLFELY CONNECTED TOEW-12OR OTHER DRNNPOE MANHOLE FRAME &COVER LOCK LUG ASSEMBLY „ „ STRUCTURE. NOTE, ALLOWABLE ENTRANCE GRME TABLE IS NOT APPLICABLE TO STREET CONNECTIONS COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN OTHER PLUMBING PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. N.T.-IS FIG SPECIFICATION REFE'7CE" STANDARD COMBINATION UNDERDRAIN REFERENCE METHOD OF TREATMENT tVoaE 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 232 (AT GRADE SAGS AND 13RIDGE APPROACHES) ROAD AM BRIDGE HET I OF TD-32 50, (ESL B/O SD2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REV1510N DATE SLEET l OF 1 WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 01 VRdNA WPRTWW Q-TRAKSPORTATIDN im- VIRGINIA DEPARTMENT OF TRMSPORTATKXV 07715 20.T.Da 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TYPE OF PIPE CRUSHING STRENGTH .T " MOM. DIAMETER "MOM, OINETER SMOOTH WALL PVC .103 0.15] SAAOTN WALL PE 70 PSI Milk 70 P51 ,HIM It GAME CHANGE ENTRANCE VOLUME "0" DESIRABLE MAXIMUM RICH MORE THAN 1500 VPD 0 X 3 % MEDIUM 500-I500 YPO s 3 Y B x LOW LESS THAN 500 VPD 56X 8% C`7 N fy co z ® � Q LU N J O � N w > V W J J J Q ® > z J _ I ' ' 1 W ® O 0 Lu U Q W LL] '--' O > z ul �/ / W = z Lu Li (D Ii V U z H� J� LL w v , J �Q V O - N U w I-, w w OC = a � JOB NO. 182157 SCALE I®� ® N/A SHEET NO. dam 11 C`7 N fy co z ® � Q LU N J O � N w > V W J J J Q ® > z J _ I ' ' 1 W ® O 0 Lu U Q W LL] '--' O > z ul �/ / W = z Lu Li (D Ii V U z H� J� LL w v , J �Q V O - N U w I-, w w OC = a � JOB NO. 182157 SCALE I®� ® N/A SHEET NO. dam 11 DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. DIA. (in.) LENGTH* (ft.) SLOPE (°10) 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 0 631.25 33 15 74.04 2.26% 621.00 619.33 RCP 32 DI-313 CG-6 10 626.50 31 15 131.17 5.91 % 615.00 607.25 RCP 30 DI-313 CG-6 12 611.75 29 15 37.02 4.46% 603.75 602.10 RCP 28 DI-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 RCP 26 DI-313 CG-6 6 608.42 25 15 49.86 0.82% 601.33 600.92 RCP 24 DI-313 CG-6 4 608.25 23 15 55.62 2.84% 598.00 596.42 RCP 22 DI-3B CG-6 8 600.67 21 15 98.58 3.04% 588.17 585.17 RCP 20 DI-3B CG-6 10 589.92 19 15 38.02 2.63% 582.67 581.67 RCP 18 DI-313 CG-6 12 588.08 17 15 75.76 2.75% 575.25 57117 RCP 16 DI-3C CG-6 6 577.42 15 24 27.79 0.90% 569.75 569.50 RCP 14 DI-313 CG-6 8 577.33 13 24 44.70 2.42% 567.00 565.92 RCP 12 DI-3B CG 6 8 570.92 11 24 120.50 2.49% 554.42 551.42 RCP 10 DI-313 CG-6 10 556.42 9 24 131.35 1.52% 540.75 538.75 RCP 8 DI-313 CG-6 10 543.75 7 24 66.86 1.24% 532.50 531.67 RCP 6 DI-3C CG-6 6 539.17 5 30 64.02 1.05% 530.17 529.50 RCP 4 DI-313 CG-6 6 535.50 3 30 69.03 0.94% 528.25 527.60 RCP 2 DI-3C CG-6 10 533.42 1 30 30.89 0.81% 527.50 527.25 RCP 2B DI-3B CG-6 6 534.17 2A 15 45.13 1.66% 529.17 528.42 RCP 6B DI-313 CG-6 14 539.50 6A 15 37.05 2.91% 534.00 532.92 RCP 8B DI-313 CG-6 10 544.00 8A 15 35.22 1.42% 537.25 536.75 RCP 10B DI-3B CG-6 14 556.33 10A 15 34.66 0.50% 549.50 549.33 RCP 16B DI-313 CG-6 6 577.92 16A 15 22.34 2.24% 572.92 572.42 RCP 306 DI-3B CG-6 10 610,92 30A 15 28.62 2.86% 604.92 604.10 RCP 32B DI-3B CG-6 10 626.50 32A 15 27.72 1.52% 619.75 619.33 RCP 44 DI-1 CG-6 0 641.75 43 15 191.07 0.82% 637.50 635.93 RCP 42 DI-3B CG 6 8 64075 41 15 174.50 1.66% 635.83 632.93 RCP 40 DI-3B CG-6 6 637.75 39 15 174.25 2.71 % 632.83 628.10 RCP 38 DI-36 CG-6 6 633.58 37 15 44.24 4.52% 628.00 626.00 RCP 48 DI-3B CG-6 4 609.33 47 15 46.83 0.68% 602.42 602.10 RCP 46 DI-313 CG-6 4 608.92 45 15 54.77 3.47% 602.00 600.10 RCP 54 DI-3B CG 6 12 545.50 53 15 47.31 1.01 % 538.58 538.10 RCP 52 DI-3B CG-6 8 544.92 51 15 128.86 3.80% 538.00 533.10 RCP 50 DI-3B CG-6 8 539.25 49 15 39.24 6.37% 533.00 530.50 RCP 66 DI-3B CG-6 10 595,50 65 15 185.85 11.15% 589.50 568.77 RCP 64 MH CG-6 0 574.67 63 15 104.92 10.63% 568.67 557.52 RCP 62 DI-3B CG-6 10 662.42 61 15 107.73 12.44°k 557.42 544.02 RCP 60 DI-3B CG-6 10 649.42 59 15 105.61 9.23% 643.92 534.17 RCP 58 DI-3B CG-6 8 540.17 57 15 49.68 4.83% 533.42 531.02 RCP 56 DI-3C CG-6 6 538,08 55 18 120.02 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 58B DI-1 CG-6 0 538.00 58A 15 32.50 0.71 % 533.75 533.52 RCP 70 DI-3C CG-6 8 576.17 69 15 28.48 3.16% 571.17 57Q 27 RCP 68 DI-3B CG-6 4 576,17 67 15 15.79 3.17% 570,17 568,77 RCP 84 DI-3B CG-6 8 557.55 83 15 28.91 0.52% 550.50 550.35 RCP 82 DI-3B CG-6 12 557.08 81 15 141.57 1.70% 550.25 547.85 RCP 80 MH CG-6 0 552.33 79 15 80.73 0.50% 547.75 547.35 RCP 78 DI-313 CG-6 8 551.83 77 15 21.50 0.70% 547.25 547.10 RCP 76 DI-3C CG-6 6 551.75 75 15 21.75 0.69% 547.00 546.85 RCP 74 MH CG-6 0 552.25 73 15 56.81 0.56% 546.75 546.43 RCP 72 MH CG-6 0 552-00 71 15 19.87 0.81% 546.33 546.17 RCP 94 DI-3B CG-6 8 577.00 93 15 121.15 6.54% 569.17 561.25 RCP 92 DI-3B CG-6 6 566.58 91 15 37.69 0.61 % 558.25 558.02 RCP 90 DI-313 CG-6 10 564.08 89 15 75.94 0.53% 557.92 557.52 RCP 88 DI-1 CG-6 0 562.00 87 15 83.32 U.50% 557.42 557.00 RCP 98 DI-313 CG-6 10 544.92 97 15 184.21 4.74% 541.00 532.27 RCP 106 MH CG-6 0 536.00 105 36 116,83 0.67% 523.97 523.19 RCP 104 DI-3B CG-6 8 531.87 103 1 36 114.36 0.74% 523.09 1 522.24 RCP 102 DI-3C CG-6 10 529.33 101 42 59.67 0.66% 522.14 521.75 RCP 112 DI-1 CG-6 0 527.58 ill 24 31.55 0.820 522.50 522.24 j RCP TMP'90-34A 1 � ITH TEMPLE CHURCH; CH; LOUISE C Structure Area CW t° \ I I 1 IGHT, ROBERT S WRIGHT, HOWARD G (Acres) (Min.)1 I I ENCH MARK/ISS RVEY COTRO i CAREY ETAL PG.266TRUSTEE �O I I I � D.B. 2180, PG.266 2 0.33 0.75 6.0 OUSEISIRN ELAN FLASHER ,-- , YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. LENGTH' SLOPE INVERT INVERT MATERIAL INLET TYPE RIM (in.) (ft.) (%) IN OUT ELEVATION YD1 12" Yard Inlet 534.00 ' 3883416 19 �� 12 21.25 1 4.71% 530.00 1529.00 1 HDPE 11481275.577 1 ■.........■■. ■■■■■■■■■■■■■■■■■■■■■■■■■ 2B 0.13 0.75 6.0 / i �\ TM1S 90-33A / 4 0.06 0.75 6.0 , _-- EVATION 649.10 / i .� , , , FAITH TEMPLE CHURCH; JANE,7HE , 1 9 - - oMH �� \ _-■--■■■■■■ ■ 6 0.10 0.75 6.0 1\ / DANIELS, HOWARDGCARF,Y ETAL / �\ ,-i • I \ .......................... -- / / 1 TRUSTEES / vV ''�� ,i�Tv1AILBOX - 1 • 6B 0.74 0.50 10.0 D.B.756, PG:748 --- ` _ r ` E c.&Phone !�- o ••••• YD2 /--- 1 - P �'' �. :� • 12 23.75 1.05% 534.50 534.25 HDPE 8 0.17 0.65 6,0 -_ - 8B 0.15 0.75 6.0 i ---- i _ -- MAI o --z ■ ......� 10 0.11 0.75 6.0 Q 1\ ,' - --------�',, f . d• ar�r ■ __-- �,�jL■'a".`aa■., .... ---'' 10B 0.22 0.75 6.0 1 i i �� -'p59 %'' ♦♦♦ ■ ■■�■���~!yam : : 15.25 1.64°h 540.00 539.75 / m 12 0.05 0.90 5.0 -'' -------- i% -------- •��� P.;------------ : r ,; m• / wy 12 HDPE 14 0.12 0.75 6.0 -- ■"�� -_-- • Elec.&Phone 16 0.12 0.65 6.0 A' -- i \� 9- '� / i n j./^ i Sable. --- -- - i �. 1 ♦ • YD4 16B 0.10 0.75 6.0 ,-'' __-os9' -% ''T /!�_,-' --- oa° i\ - ■ 15 41.00 3.46% 550.42 549.00 1 HDPE 18 0.14 0.75 6,0 IN20 0.09 0.75 6,0 _ -' - i _fmmj. ♦ oN� ie //%f%, :♦ ■ 22 0,07 0.75 6,0 "oss'' i -'� / ♦♦ - _-, ny i YD4A S1624 0.05 0.90 5.0 _ �' 9 Y --_ i ♦ ■ 12 4.00 14.50% 551.00 550.42 HDPE 26 0.12 0.75 6.0 - _"_ - - C'� b9' _ h s,, „ - ■ 28 0.13 0.65 6.0 ------'' - '�''",'i% w : ----- i 30 0.16 0.65 6.0 ,- __ , , aj' s3a ■ ; YD5 - �'?/ !%^ r, • 12 88.75 1.41% 574.75 573.50 HDPE _ • • ■ 30B 0.12 0.75 6.0 ---- "-'- ,'--" -- -oss- - ,`<',r, ���• ■ao 6IN 32 0.14 0.65 6.0 sO - ----� ,,,,- _,--- _ -- _" ,-----' , '`' • - / • ■ _ _ 7 , -- Loca oa 4 32B 0.12 0.75 6.0 - - - ! ,r % fib" •••♦ 1 z --' 6z4 YD6 34 0.00 0.90 5.0 -' --- ♦• _ - - op one 6-2 ♦ • / i - �j ♦ ♦--- 20 - _ __ • ♦ gravel 12 31.25 3.20% 586.67 585.67 HDPE 36 0.10 0.75 6.0 - - ,./^/ ♦ •• "_- _ - - - ■ 38 0.09 0.75 6.0 40 0.11 0.75 6.0 ------------- oss''" ,, 'e� ■ %i I ------ i : YD7C : 42 0.14 0.80 6.0 __-'------~----------'' '' ' '�-"----- -'"-' __ _' - - � ■ _ o ' \ - D ♦� 43.50 1.33/o 606.33 605.75 HDPE - ----- _-'' TMP 90�3 ,''" ,' � - Y 0\ 8 '- '' ' ■I '• ■ 44 0.24 0.65 8.0 oss-- - -- ' - ---_ _- ___-__________- � JEANNETTED.Syl4TH'" ��' �/ �'' � ,- "' __ __ _ YD76 1z ____-- ' ,_- ,-' D.B_4254;PG`.118 - - ■ 46 0.06 0.75 6.0 - ----_ - -oss ---- - % '' r0� �' ■ 12 24.50 1.02% 605.75 605.50 HDPE ,' -- - - - _ 48 0.15 0.65 7.0-------------------------------------- ----- ,'' '' --_ ,'' � - '� - '- : YD7A y - _ _ ♦ ■ ---- , 50 0.13 0.75 6.0 --, --�� ,-ors_--- -------- ------------___--- __- - - ----- � �m 12 73.75 1.02% 605.50 604.75 HDPE - - - - - i / 52 0.14 o.7s 6.0 , t�-_ w--=----- ------------- ------ __"_---_ � _"--""� �' - - '' ROOFS : YD7 -- - - _ - /^ � � F5A .r . _ -____ _____ Aprox l°c°tiorr-o `' �' s' '' � y ••: � / \ f�•• t ■ ■ ° v �S` I'► 54 0.29 0.65 6.0 i ,.4_��-_____ -___ --obs--------------20`Va,T�hone- �'-� ,, /` -' ♦ ,- - ! • •\ ',, ♦♦ ■ 12 22.7$ 4.40% 604.75 603.7$ HDPE 3 -- 56 0.13 0.65 6.0 / : , _ -- ,- -_ -_-- - --- e.az4 a�zo ••� - p/ - r* - - --_ ■ ■ ,__, -�-�'^ �11- YD7 ROB A I ^ 56B 0.18 0.65 6.0 All _ - --- --- '--- � _- ♦ _ _ ♦♦♦ ♦ 0 ■ 04�MD _ "/ ', ---- "-- s ♦' 38 '%' YD E o -- •.> * ♦1 ♦♦ TMP90-35A1 i 58 0.11 0.75 6.0 R/1/ - O9 --- //' ♦ ♦ • �' o ►•■ ■■ ■ ■ z •• _ _ ANG HOLDINGS, LLC ■ ■ YD7E YD7 4100, ° -- r '- •• ♦ D B. 1026 P. 715 ■ ■ 12 41.75 13.17% 617.92 612.42 HDPE 58B 2.46 0.35 14.0 0 ,1, ; i / • "r ' --� �i•• r o D.B. 657 P.234 PLAT ■ ■ `t o iv ■ r I, _ _ y i l r' 62 0.13 0.75 6.0 i 'i ■■ ., 6 ° z8 _ s •♦♦ �(� ■)%y, ■ - / I ■ 64 0.00 0.90 5.0 ; I `` ■� � • --, � • � ♦ 34 - - -- � ♦♦ O ■ F1oA ♦ I 12 27.75 27.64% 612.42 60475 HDPE �. ... ^■ ♦.• PC O .• I ilk',- 66 0.11 0.75 6.0 RO RO `\ ♦ \/ xah • y♦ • ♦♦�O� ♦ i • YD8C ROOF 4 --- 68 0.02 0.90 5.0 i wv % ♦♦ / , d\ '-v •• ■ �4■ la QI \\\\ \ \ 11 1 1 \ o ■ : H ♦♦ s i - ' h . e a " •y 26 ♦ P \ \ \ \\ \ N\\\0 1 • 12 20.00 40.85% 614.00 605.83 HDPE y , 70 0.19 0.75 6.0 / / ' --- _ •o ° •a - ' / I ''o♦' - ''_ •��'• '�'�- �♦ ♦%�I .rE ♦_\ r ` �69\\' . ■Nw■•i3./•w3 2 _ F --- •1•w •• w�•• -- ,•� '' . 2 I I.. / / °/o °, � �'I iL - - I e • I \\``\\\``\\\\\\\\\�\\I\�\�\\�\\\n`\\I\\11 \, ,_I II I ■■i■ ••• : • YD86 72 0.00 0.90 5.0 SI 1122 5420..5705 11..0103%% 605.83 605.25 HDPE 74 0.00 0.90 5.0 YD8A 76 0.09 0.75 6.0 605.25 604.83 HDPE 78 0.24 0.65 6.0 36 'a•♦ `' � � , 26 � • 11 ' ♦ - ; 1 'I \ \\ \\I \I\ice i �I � � � YD8 80 0.00 0.90 5.0 = ' / / ' - •� _ - ♦ • ♦ ■ • , ,o � ♦ y • , II I v I r I v n 1 v 111111 ' . `� /, • • 12 81.00 1.02% 604.83 604.00 HDPE ■ 82 0.16 0.70 5.0 � «_%==', ' '%'--� ---' �'' - _ '" ,, _ _ 30B '* ��, I = I '.., 1 \ \ \ \ \\\\\\\\ \\ � ,^> r,� ■ 84 0.11 0.60 6.0 -%"`//' -/- ■ I - 1 a e ' ♦ / a \ \ \\\\\\\\\\ ` .' ■ • 88 0.00 0.90 5.0 ,'''-'' ''-' ■ •♦ - - _ _ „♦ •." 60o nl 0' \ _ "�-'" -� / / ■? ! • r / � - I \ \ \ \ \ \ � ` \\�����\ \ � \ _ �/1 II,/ ■ • YD9 90 0,17 0.65 6.0 ,, - '•p1' -- %''■ _ -" Pale _ - --`� ♦♦♦u __ ♦ r / / i I °9 \ ■i • ♦ ■' / r- \ \ \ .`�\\`������\�\�' \- ' �'h/ ■ 12 32.50 1.02% 602.75 602.42 HDPE OZ9-�' `c� - - - \ ♦ /' j•1� ♦ � ' ■I ` � �\" ���..\�. ;� _ Sri/In 1 92 0,14 0.65 6.0 '; / - - ---- --- i • Y 1 ' - 4♦' ♦ 11 0, : `" :\ - T u ■ 94 0,09 0.65 6.0 - -■--- ,----- - • \•♦♦ ,"' • ♦• 6 4'1 i ' i i - •4 eo ♦♦ RO 10 ` ` " - s 96 0.44 0.50 6.0IN _ �`--'" - - ■ -; : a■�■■ ■ • ♦ :::: __ �' :-�0 1 ■. YD10 98 0.38 0.60 7.0 / _-'"" ---' -1--- ----- --- p ,-- ■ i ' - `o0 1■■■ !♦ ♦♦� _ . • ■ ■ J• 12 22 25 11 60% 543 83 541 2$ HDPE �__- -- •• s-- _7 YD6 - --- ----- - 102 0.36 0.65 7.0 - ■ --'' ■ I i '■ i i ■ is ♦♦ -: ^:` • • 104 0.19 0.70 6.0 ; ' --''- ----o----6oe--------- - o ♦ ■■•■■■■ r YD1 �� • I _ ► - 59 - ♦ �♦ •' a t L l - -_-- • •, _ ■ • 106 1.00 0.90 5.0 : =" "'' j : - ------ ' _ ' ■ - --- - �� ' ---- 108 0.00 0.90 5.0 - - Phalle • - ::r,..... - _-__ •• I 11, O�k •• • •• II . YD11A 6 r I ■ ./ lx I 12 19 75 1 27% 534 50 534 25 HDPE - YD1 1 112 3.40 0.40 14.0 ,� I ,ovs ,_- � �;�'::'�� �► - - �, k ; _ � _ • 114 1.03 0.50 11.0 ,'' -i ■ :: r - "' ■■ ' z I _ � • _ ■-"'" • , 12 7.50 5.60 591 YD1 0.11 0.50 6.0 • 06 ■ -- ■.--- •' S96 - •' ' s t� ! - ■ -�- ■ ■ \ os ■ __ � ■ ■ I YD12A YD2 0.12 0.30 7.0 ,_ ; ,' _- -- ,�■• _ -- D V' - --__ i : YD13� $ � C -'r "__ ■ __ ► - - ♦ __ __ _ _ _ Y 13 ■ : 1 12 14.75 1.08% 562.33 562.17 HDPE YD3 0.02 0.50 6.0 ,�• - - __ --' �, r �- - YD4 1.47 0.55 10.0 - /' •• _ - - - - - --- - g ■ - - ■ : 12 82.00 1.02% 562.17 561.33 HDPE YD4A 1.47 0.55 10.0 _ ! - -- - - . • YD13� - ♦ - ; YD5 OA3 0.35 6.0 , I------- I ' S9 • • •;� -' ;: YD6 0.16 0.40 6.0 i --o-- ° --- � �-- -- � �♦ :r 1 A - I - - F257$ � I � 58p -� \ �`� \� -- i----_Sao :■ � YD12C YD7 0.00 0.90 5.0 /' -- I 5j6`�♦♦■ `►♦♦ ♦♦ ♦ • %� •� _ I-14A 4 580, ^ RO�Fg IIo j `\\ i a 12 62.50 4.80% 569.00 566.00 HDPE -- _ - R O,O YD7B 0YD7ALL .00 00.90 5.0 ` oo .♦♦ ♦ o • Y ♦ ■ _ - - p- s . B 16• , 16 > •I 5 .35 6.0 _ ■ -- { _ s 15 5 �♦ 16 00 �; •♦ice 00 •� ]1�+5 ■I : 12 45.50 8.42% 566.00 562.17 HDPE ♦ --, +O _ RO _ YD7C 0.07 0.35 6.0 f : ,-+� . ♦ ,/ YD12Q -- \ t ° •....}..m.. --■+• -- "� / - g ♦/ w ♦• • j•♦-------- - °YYF yt■�f A m=-- • = - 14 : d , ` \`, _. __ ; ■ YD7D 0.05 0.35 6.0 �'' ■ -- >♦/ >♦ > 11tk r■•''� 7 - - ■ p_ ■ \` ■ YD7E 0.06 0.35 6.0 - RO 1 • - : i - - - \',--}- --- a 5. YD13A YD8 0.10 0.35 6.0 I ' ' i „ •�• go � - • ■ QQ ROC�F8A II '- -----_ : 12 24.50 1.02% 572.17 571.92 HDPE YD8A 0.05 0.35 6.0 \ YD8B 0.05 0.35 6.0 ----- ---' 12 YD12 y3j • B _ I a i 570 • : YD8C 0.18 0.35 6.0 �� f -" • ♦ ♦♦' �o2 le : w w Y• • ♦ • YD9 0.04 0.30 6.0 /' I - ---- - ♦ .; / ♦• --_ s7ol : : a YD10 0.04 0.35 6.0 , ''' _ -',--- s' '• RO 3 : 00 �♦ '/ \ ----- Ls. I ■ \ YD13E • - • -J YDII 0.00 0.90 5.0 ' --- ' y' ,I �' / \\ ,.\..r,. , ♦ ♦♦ tisx �� . ;/ � * • / t; r \ 'YD1 B x s� �` \• - '-'' T_ ''•♦ ♦ --__-__-____12 40.00 33.33% 589.00 575.67 HDPE YD13D YD11A0,03 0.50 6.0 ------i ■ 12 105.25 0.959/o 575.67 574.67 HDPE YD12 0.00 0.90 5.0 s YD12A 0.10 0.35 6.0 °6 ,, _ r ; ♦ ili ♦ // ■ '''� - a. "' - O ♦ • i i ♦♦ / / ■ 12 51.50 1.30% 574.67 574.00 HDPE 5 , � YD12B 0.05 0.35 6.0 i ,_---" ,, ,-'' • - -- --- _ I - __ `A VERY iSEN/Slp4 1'111 YD12C 0.05 0.35 6.0 - - -: - N .. p 5 s7o ' D15C - YD1 D . /�4 1 ; ■ /" ■ ■ --- -'' ' , i : 12 40.50 5.14% 574.00 571.92 HDPE Y RO F YD136 YD13 0.00 0.90 5.0 : oss' ,'' --- yl --- g° YD15A A _ - • ■ i' + 2 II i TMP�J9 / / i R E YD13A 0.06 0.35 6.0 •• ' I - J ♦ ♦ g. -_ ■ •1 - I _ D♦ NE. BD D4v2i 55 ■ a RO'OF7A � M. show 56� q �,jTH 0�� SCOTT R. COLLINS'Z No. 35791 12�:' 12" Yard Inlet 609.83 Z U) Wcrf Ce z Q '-' a w 0 z Q (f) > W Q to J I'~- z Z 12" Yard Inlet 609.00 24" Cleanout 612.00 12" Cleanout 611.25 12" Yard Inlet 621.92 12" Yard Inlet 615.92 15" Yard Inlet 626.00 12" Yard Inlet 1 610.67 12" Yard Inlet 1 547.83 H 0*1 - 12" Yard Inlet 538.00 12" Cleanout 539.33 12" Yard Inlet 565.83 24" Cleanout 1 567.50 12" Yard Inlet 573.00 12" Yard Inlet 570.00 12" Yard Inlet 575.67 24" Cleanout 578.75 12" Yard Inlet 1 599.00 12" Yard Inlet 1 580.00 YD13B 0.05 0.35 6.0 ♦ I ♦ \` w. ■ ■ D.B.557 P 234 PkAT , ,�' � ,� ,- _ �_ " , , ., _y ,v 4 I � , , / , ■ ■ YD13G 15" Yard Inlet -Dome Top 58$.30 YD13 0 06 0 35 6 0 • I - - I • ■ YD1 _ �' • _ = ill i ♦♦ -' ' i ; ,'.'' ' : : 12 156.50 7.22% 594.30 583.00 HDPE C ♦ I TMP g0-27B O .. ROOF17 5 �: - ' • STEVEN W.A DJ�i10HNSOW' ' I■ .. O / y,i:�. :::ice:-' ♦••■ sso■ - D4 ■■■■ �♦ • ..11 ■ i ��•/ '/ / /\ : • ' s YD16G I I • ♦ ♦ r:.::r ♦♦ '■ ■Y ■ ♦ ---' / ■ YD13F 12" Yard Inlet 587.00 YD13D 0.06 0.35 6.0 ,I-' ,'D.B.1026P.7f5 ■ ♦ , COL _ _ .. r::.... • • - II ■ • r ' ' ' ■ • YD13E 0.08 0.35 6.0 D.B. 629 P Cy1fi PLAT , - • N ■ / 6° "^ r ♦ ,_ --- O ■ P ass ♦ ■ 12 40.50 22.22% 583.00 574.00 HDP€ YD13F 0.07 0.35 6.0 o9s'%/ - ■ ; o r. 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YD16F 0.03 0.35 6.0 ,-'' ♦ - ---- ° -- B • ■ ♦ - i ♦ : YD15B 12" Yard Inlet 568.33 4 YD16G 0.05 0.40 6.0 i / ♦ - - - -- - - - _- --1 - r F - - - --- 6 --- ------ - B LANE ♦ -- ♦ ♦ 5 J - m- � 12 35.25 19.3$% 564.33 557.50 HDPE YD16H 0.59 0.30 9.0 : i ♦ ♦ ___ _10+rj0 01+00 ___- 1+ O-_ .-=T12 O��•!• 12+ O_`r 1 + O 1 +00 •■ 1 + O 5 -- 3 5 4 _ 4 5 �,1 +o0 15+So___15+g2 ' : YD15A 24" Yard Inlet 566.00 TMP90-27 /' : ...... t: ■■...... ■+�■�L■.■�■...ti&A.■o■■f■�. �it.■■m ♦ ■'F- - --- F -■I►F- ■�� - - : ° -�� --I ■..■a!- • : 12 52.00 0.63°h S5Z50 557.17 HDPE LOT 1A ' I,/ I-- _ ON h`' ____h0 ____.� ♦. .i __ _ __ _____ ___ ___ _° ♦� ♦� • • __ _____ - _._'• \ : • R00F1 0.10 0.90 5.0 iROGERSCHICKEDANTZ i ■ T� �■ 52 5° ♦♦■ ♦ SdB YD15 24" Yard Inlet 558.83 ♦ \ 1 D.B. 1244 P. 461 ROOF2 0.12 0.90 5.0 ♦ iI 1 1 D.B. 629 P. 616PLAT I rI l � / r. '■■ __ __ _■ ♦♦♦ I ♦ - -�■ 12 1600 106% 55717 55700 HDPE D.B. 53001 - I ♦♦ , /♦ • ,� ♦ � _ �■■ ROOF3 0.09 0.90 5.0 ♦ - • \ ♦ ♦ 6 B • , ROOF4 0.07 0.90 5.0 • YD16C 74 ----- '-- I a - ♦ ♦ ° / • • ■ ' �___� _ � 'Yard Inlet 561.92 ROOFS 0.09 0.90 5.0 J --J _ --J -- ♦ i ♦♦♦' : 1■••■•e••■ o ♦ ■ --___ 4 ♦ ♦ _ • _ ♦ 1 12 71.25 0.59/0 558.42 558.00 HDPE ROOF6 0.08 0.90 5.0• AV - ; -- ♦ _ // r- /// ♦ ' - _ • i i 12 69 75 0 72% ROOF? 0.09 0.90 5.0 ■ I � � � �� _ '' ROOF8 0.08 0.90 5.0 ♦ II ROOFIBA ROO 8 �' �.,, --- --- _ °�'' !�'� �! 13:2 I �� �• �♦ YD15C 12" Yard Inlet 565.00 0 HDPE ROOF9 0.12 0.90 5.0 YD16B • - __ _W < ♦ : , ♦ • 558.00 557.5 7 F1 � ■■■■■f■■■i.■ ■y�it■■)r■■� 9-\ m i I ■ R00F10 0.10 0.90 5.0 - L :.: _ _ F1 ♦ YD1 "� ♦•`/°� l / ` • �♦ YD16A 15" Yard Inlet - Dome Top 547.35 R00F11 0.16 0.90 5.0 550 - - -=- 8 _ --- ■ 26I ♦ % ♦ 12 19.25 1.82% 543.35 543.00 HDPE is : �.:•.. YD16 � � � � � � � � � ------ ■ BENCH MARK ROOF12 0.16 0.90 5.0 Aproximdte ♦••♦♦ j i •• ' 108 _ ,%'' '� -'"' ♦♦♦♦ to L; �♦ CHARLOTTES�%LE GIS YD16 24" Cleanout 550.00 • Va Public $� �smt. ° I ".\:; o _ ■ a - ♦ l - t --- ♦ ♦ ,ROUSE-SIRINE ♦ o ROOF13 0.16 0.90 5.0 ♦ Y• N 2 ■ - s ♦ OSt -» ♦ ♦ 12 $.75 5.71 /0 535.00 534.$0 HDPE y _ _ . _ _ 1 Com �aATION 105 ROOF14 0.12 0.90 5.0 �.■■■■•�:■■■■wu■■ •• Paig, `:: t ^ii ly • • -- - ------ -- --- - • DH •■• • • " 546 r ♦♦ ♦♦ / _ 106 Q - - r - --- --` \ _ i 1 �f9eulo -E414B2334683 ♦i ROOF15 0.16 0.90 5.0 vary • -- ------ r ELEVATION 527.7t _----------- ROOF16 0.09 0.90 5.0 �_ - - _ o e -s -- o ♦ - - c '- ■ -- -`- ♦ ♦ - �__ YD16G 12" Yard Inlet 562.00 1 ' e♦Fl,wlc�� , o ❑ MAILBOX OTs111 -55650 , O A -----OH70HN - ' ? ♦ _ .. , ewe r,,, \ I ..- .♦. '".�.. ..,. -- g� - ---- / T ♦ •• • BX _ ,. _ �--_ --_ --__ '--- °HerN� -'--- _ 550 _ / �' OHT OHN ' 544 .. .ram '' _ Pole oe -' ♦ _.,>` •• �. _--- -- - r-__ e --___---- _ .. ." -=- • ------ • •!r SCOTTSV P61 PG. �--"p'� - ---- a■'♦' -�♦,�WnI •,�------------- ......... _ - __ __ - ---- ----- '---------- - -- - 1GIAILB9X\_ ---- _-__------- '� - '" � -- - o _ ,Phone , ,--- ' -- '" INV IN - \ NV OUT oe ♦ '2' \ t'------------� a ----- ° oHi y oHE � 1 _ -- - -- - - --- - _ •-■■1 ■■............■ ' ----------- - - --------------- - --- ----------- - _MAILBOX ------ _ - �,__-, \ ----_ -------------- ` _ �------------�-- ---- ---- T-1 I---MAII_BQX 6 --- _ - "---- � ---- '---__ - 30555.00 - - _-_- ��_=- ""�_r-� ----_ --- - _ � -----_ ----_ -- --_ - ---- -� _ _\- --- - - _ --- ------ --___ __ ---= -------- ------ -- ----- ------_ -- -- __-__ __Y------ 12 78.75 7.83% 558.00 551.83 HDPE YD16F 12" Yard Inlet 555.83 12 96.75 2,07% 551,83 549.83 HDPE 12" Yard Inlet 553.83�•kT2a�8©'j 12 14.00 0 549,83 549.50 HOPE YD16D 30" Yard Inlet 12 30.00 8.339/o 549.50 547.00 HDPE YD16C 24" Yard Inlet 551.00 15 78.00 1.28% 547.00 548.00 HDPE YD16B Cleanout 24"527 553.25 i� TMP((90))-216LOT STEALN B. HENRY _ D.B. 2816 P. 287 �_I 21 P m I ' TMPI Q JDULIAN P9BATTEN, JR. iI D.B. 338 P. 36, 37 PLAT 1 LOTI(A WII 8114 R AND B. 1717 P. 33 d p B . . 1350 P. 226, 227 PLAT ``` ✓ 14 1934 P. 718, 720 PLAT 04 i VDH �• Aproximate 527.32----------_ � A�.=�_e._.�.�» _ �. ---' ---- -___- __ -- - --- ---------------- ,, ------- '- _ _________ MON. Va Public Service Esmt. \, / Aprox. 10 VEPCO Esmt. VDH. D.B.462 P.116 MON. T _'_- --- �_ - -- - - - '-- D 13.221 P.305 X D.B.288 P.80 + - --__- _ - _ cc °- CRAP E -IBC \ \` _-- -'"' �• ----- --------------------- YD16H 24"Yardlnlet 567.87 TMP 90 DOROTHY B. HUNT �'P w .-. �\ ,TMP 90.21H DO. 3289 B. HUNT I D.B. 3289 P. �-- -='-• 3za� �� 18CED35 '�_��_ 60 0 $ LJ 60 s19.73 212 ----- °/O 583.67 54 50 HDPE D.B. 3289 P. 31' 71 PLAT D.B. 1717 P. 31 D.B. 1350 \ \ I ' 68, 71 PLAT I D.B. 1717 P.31 '{D.B. _ Q -_ i -__ _______ _-"- -- _ --__ _ 52o c/T-eoa2 _ ____-- _____----------------- ' O s, e.a� --______ my P. 226, 227 PLAT �� in$P'p\+\ \ �= o 1350 P. 226, 227 PLAT ti ` ______________ --------------- - ---- - - _------- _ ------ _ MALBOX-O - - - '-R ____ -- - -------- IN FEET ) - --' -- .-; ^ VUT--- 2.0 \ 1 inch - 60 ft. -- ---------- ZONAL E'� r M~ ® co fy E No z N J N w Uj J_ J � z LL 2 O LLJ LU V 2 (D � U Q Q I </�/ LL � J J Lu = L�U/ LL_ V - U z Jw JI.NN1_ Q V C) N I- LU W OC = a (n JOB NO. 182157 SCALE 111 = 30' SHEET NO. ® 12 Design Storm Year = 10 Design Year: 10 Project: Springhill Job #: 182157 Prepared by: AML, PE Design Storm Year = 10 � 11 1 0 !/ SCOTT R. COLLINS No. 35'791 � ZONAL POINT DOWNSTREAM DRAIN RUNOFF CA INLET RAIN RUNOFF INVERT LENGTH ZzO O M Ww ~ w 0 Z O (n (n J F- z Z w Q 0\i '_ ,�i N N N LP� N w J f' VJ In - o � Q �_ �� V J zW W�/ - U Jw JLNNf_ L.f. Q V N z J I..L w J Q z i--i U W CD > J J = z Lu a z O Q J v J v �„�„� < z <�/ LL w � JOB NO. 182157 SCALE N.A. SHEET NO. 13 STRUCTURE AREA COEFF. TIME FALL Q ELEVATIONS SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C M INLET STATION OUTLEI'WATER SURFACEELEV L. Da Qq ZW S� Hr JUNCTION LOSS FINAL H INLET' WATER SURFACE ELEV. RIM ELEV U lb Qw VAN Qt*V; V. /2g H. ANGLE Ho Ht 1.3Ht .SHc 522.00 57.45 i5 2.67 0.002 0.10 2.2 0.0 114 0.00 0 0 0.02 NA N/A 0.12 522.12 525.83 525.28 31.55 24 6.37 O.00I 0.03 2.0 0.0 112 0.00 0 0 0.02 NA N/A 0.04 525.32 S27S8 524.55 59.67 42 46.20 0.002 0.13 4.8 0.1 102 40.5 5.7 232.1 0.589 0.33646 0.60 NA N/A 0.73 525.28 529.33 525.28 114.36 36 40.50 0.004 0.42 5.7 0.1 104 39.9 5.6 225.2 0.5 0.17 II 0 0.30 NA N/A 0.72 526.00 531.87 526.00 116.83 36 39.90 0.004 0.42 5.6 0.1 106 0.00 0 0 0.12 N/A N/A 0.54 526.54 536.00 533.00 30.62 i5 2.67 0.002 0.05 2.2 0.0 96 1.4 1.1 1,559 0.0 0.01 87 0.01302 0.04 NA N/A 0.09 533.09 536.42 533.27 184.21 15 1.38 0.000 0.08 1.1 0.0 98 0.00 0 0 0.00 NA N/A 0.09 533.36 544.92 558.00 83.32 15 4.34 0.005 0.38 3.5 0.0 88 4.3 3.5 15.32 0.2 0.07 53 0.09113 0.21 NA N/A 0.58 558.58 562.00 558.58 75.94 15 4.34 0.005 0.34 3.5 0.0 90 3.7 3.0 11.18 0.1 0.05 21 0.02263 0.12 NA N/A 0.46 559.05 564.08 559.05 37.69 15 3.70 0.003 0.12 3.0 0.0 92 2.8 2.3 6.241 0.1 0.03 67 0.04343 0.11 NA N/A 0.23 559.28 566.58 562.25 121.15 15 2.77 0.002 0.22 2.3 0.0 94 2.4 5.4 13.14 0.5 0.16 0 0 0.18 NA N/A 0.40 562.65 577.00 547.17 19.87 l5 2:41 0.001 0.03 2.0 0.0 72 2.4 2.0 4.736 0.1 0.02 19 0.00599 0.04 N/A N/A 0.07 547.24 552.00 547.43 56.81 1S 2.41 0.001 0.08 2.0 0.0 74 2.4 2.0 4.736 0.1 0.02 l9 0.00599 0.04 N/A N/A 0.12 547.55 552.25 547.85 21.75 15 2.41 0.001 0.03 2.0 0.0 76 2.0 l.b 3,302 0.0 0.01 8 0 0.03 NA N/A 0.06 547.91 SS1.75 548.10 21.50 15 2.01 0.001 0.02 1.6 0.0 78 1.1 0.9 1.022 0.0 0.00 82 0.00853 0.02 NA N/A 0.04 548.14 551.83 548.35 80.73 l5 I.12 0.000 0.02 0.9 0.0 80 1.1 0.9 1.022 0.0 0.00 88 0.00853 0.02 N/A N/A 0.04 548.39 552.33 548.85 141.57 l5 I.12 0.000 0.04 0.9 0.0 82 0.4 0.3 0.143 0.0 0.00 73 0.0011 0.00 NA N/A 0.05 548.90 557.08 551.35 28.91 1S 0.42 0.000 0.00 0.3 0.0 84 0.00 0 0 0.00 NA N/A 0.00 551.35 557.55 569.77 15.79 15 1.01 0.000 0.00 0.8 0.0 68 0.9 0.7 0.667 0.0 0.00 45 0.00321 O.OI NA N/A 0.01 569.78 576.17 571.27 28.48 l5 0.90 0.000 O.OI 0.7 0.0 70 0.00 0 0 0.00 NA N/A 0.01 571.28 576.17 534.52 32.50 1S 4.03 0.004 0.13 3.3 0.0 58B 0.00 0 0 0.04 NA N/A 0.17 534.69 538.00 533.22 43.70 15 0.74 0.000 0.01 0.6 0.0 56B 0.00 0 0 0.00 NA N/A 0.01 533.23 537.75 532.38 120.02 18 7.34 0.005 0.59 4.2 0.1 56 6.3 5.2 32.82 0.4 0.15 18 0.04153 0.25 NA N/A 0.84 533.22 538.08 533.22 49.68 15 6.35 O.OtO 0.48 5.2 0.1 58 4.0 4.9 19.58 0.4 0.13 73 02232 0.46 NA N/A 0.93 534.15 540.17 535.17 105.61 15 2.55 0.002 0.16 2.1 0.0 60 2.1 1.7 3.b02 0.0 0.02 0 0 0.03 NA N/A 0.20 53537 549.42 545.02 107.73 15 2.10 0.001 011 1.7 0.0 62 1.5 1.2 1.864 fl.0 0.01 1 0 0.02 NA N/A 0.13 54515 562.42 55$.52 104.92 15 1.51 0.001 0.06 1.2 0.0 64 LO 5.8 5.851 fl.5 0.18 2 0 0.19 N/A N/A 0.24 558.76 574.67 569.77 t85.$5 15 0,52 0,000 0.01 0.4 0.0 66 0.00 0 0 0.00 NA N/A 0.01 569.78 595.50 531.50 39.24 15 2.51 0.002 0.06 2.0 0.0 50 1.9 1.6 3.029 0.0 0.01 b7 0.02108 0.05 NA N/A 0.11 531.61 539.25 534.10 128.86 15 1.93 0.001 0.11 1.6 0.0 52 1.3 1.0 1.337 0.0 0.01 b7 0.0093 0.02 NA N/A 0.14 53424 544.92 539.I0 47.31 15 1.28 0.000 0.02 1.0 0.0 54 0.1 4.3 0.382 0.3 0.10 0 0 0.1fl NA N/A 0.12 539.22 545.50 601.10 54.77 15 1.73 0.001 0.04 1.4 0.0 46 1.4 1.1 L593 0.0 0.01 b6 0.01109 0.03 NA N/A 0.07 601.17 608.92 603.10 46.83 IS L40 0.000 0.02 1.1 0.0 48 0.8 3.9 3.249 0.2 0.08 0 0 0.09 NA N/A 0.11 603.21 609.33 627.00 44.24 15 2.29 0.001 0.06 1.9 0.0 38 1.9 1.6 2.999 0.0 0.01 41 0.01442 0.04 NA N/A 0.10 627.10 633.58 627.10 174.25 15 1,92 0.001 0.15 1.6 0.0 40 1.5 1.2 1.832 0.0 0.01 1 0 0.02 NA N/A 0.17 627.27 637.75 633.93 174.50 15 1.5D 0.001 0.09 1.2 0.0 42 0.9 0.7 0.67 0.0 0.00 7 0 0.01 NA N/A 0.10 634.03 640.75 63b.93 191.07 15 0.91 0.000 0.04 0.7 0.0 44 0.00 0 0 0.00 NA N/A 0.04 636.97 641.75 620.33 27.72 15 fl.57 0.000 0.00 0.5 0.0 32B 0.00 0 0 0.00 NA N/A 0.00 620.33 626.50 605.10 28.62 15 0.57 0.000 0.00 0.5 0.0 30B 0.00 0 0 0.00 NA N/A 0.00 605.10 610.92 573.42 22.34 15 0.75 0.000 0.00 0.6 0.0 16B 0.3 3.3 0.94 0.2 0.06 0 0 0.06 NA N/A 0.06 573.48 577.92 550.33 34.66 15 1.05 0.000 0.01 0.9 0.0 lOB 0.00 0 0 0.00 NA N/A 0.01 550.34 556.33 537.75 35.22 15 0.77 0.000 0.01 0.6 0.0 8B 0.1 2.0 0128 0.1 0.02 0 0 0.02 NA N/A 0.03 537.78 544.00 533.92 37.05 15 1.99 0.001 0.04 1.6 0.0 6B 0.00 0 0 0.41 NA N/A 0.05 533.97 539.50 530.18 45.13 15 0.62 0.000 0.00 0.5 0.0 2B 0.00 0 0 0.00 NA N/A 0.01 530.18 534.17 529.25 30.89 30 32.10 0.006 0.19 6.5 0.2 2 30.4 6.2 1$82 0.6 0.21 70 0.36319 0.74 NA N/A 0.93 530.18 533.42 530.18 69.03 30 30.40 0.005 0.38 6.2 0.1 4 28.4 5.8 164.7 0.5 0.18 6 0 0.33 NA N/A 0.71 530.89 535.50 531.50 64.02 30 28.43 0.005 0.31 5.8 0.1 6 21.1 6.7 141.8 0.7 0.25 36 0.1962b 0.57 NA N/A 0.88 532.38 539.17 533.27 66.86 24 21.11 0.009 0.58 6.7 0.2 8 20.1 6.4 128.2 0.6 0.22 38 0.17745 0.57 NA N/A 1.16 534.43 543.75 540.35 131.35 24 20.07 0.008 1.03 6.4 0.2 10 8.7 11.3 98.23 2A 0.70 1 0 0.85 NA N/A 1.89 542.24 556.42 553.02 120.50 24 10.52 0.002 0.26 3.3 0.0 12 10.3 3.3 33.87 0.2 0.06 34 0.04688 0.15 NA N/A 0.41 553.43 570.92 567.52 44.70 24 10.32 0.002 0.09 3.3 0.0 14 9.9 3.1 31.02 0.2 0.05 26 0.03373 0.13 NA N/A 0.22 567.74 577.33 571.10 27.79 24 9.87 0.002 0.05 3.1 0.0 16 8.9 7.2 64.2 0.8 0.28 22 0.12998 0.45 NA N/A 0.51 571.61 577.42 574.17 75.76 15 8.88 0.019 1.43 7.2 0.2 18 8.3 6.8 56.75 0.7 0.25 32 0.20105 0.66 NA N/A 2.09 576.26 588.08 582.67 38.02 15 8.34 0.017 0.63 6.8 0.2 20 7.7 6.3 48.3 0.6 0.21 81 0.40339 0.80 NA N/A 1.43 584.10 589.92 586.17 9858 15 7.70 0.014 1.40 6.3 0.2 22 7.4 6.1 45.19 0.6 0.20 35 0.16012 0.51 NA N/A 1.91 588.08 600.67 597.42 55.62 15 7.45 0.013 0.74 6.1 0.1 24 5.7 4.7 26.57 0.3 0.12 72 020511 0.47 NA N/A 1.21 598.63 608.25 601.92 49.86 15 5.71 0.008 0.39 4.7 0.1 26 5.2 4.3 22.34 0.3 0.10 71 0.17246 0.36 NA N/A 0.75 602.67 608.42 602.75 15.67 15 5.24 0.007 0.10 4.3 0.1 28 4.2 3.4 14.2 0.2 0.06 26 0.03954 0.17 NA N/A 0.28 603.03 608.25 603.10 37.02 15 4.17 0.004 0.15 3.4 0.0 30 3.2 2.6 8.141 0.1 0.04 31 0.02885 0.11 NA N/A 0.26 603.36 611.75 60825 131.17 IS 3.1b 0.002 0.31 2.6 0.0 32 2.7 2.2 5.886 0.1 0.03 24 0.01192 0.06 NA N/A 0.38 608.63 626.50 620.33 74.04 15 2.69 0.002 0.13 2.2 0.0 34 2.3 8.2 18.73 1.0 0.36 51 0.48973 0.87 N/A N/A 1.00 621.33 631.25 622.10 159.59 15 0.48 0.000 0.01 0.4 0.0 36 0.00 0 0 0.00 NA N/A 0.01 622.11 626.17 POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME INCR ACCUM ACRES C MIN MIN C.F,S. UPPER LOWER FEET FT,/FT. INCHES C.F.S. F.P.S. SEC YDl 0.11 0.50 0.06 0.06 6.00 6.35 0.3 2 530.00 529.00 21.25 0.0471 12 8.4 5.0 4.2 YD2 0.12 0.30 0.04 0.04 7.00 6.07 0.2 6 534.50 534.25 23.75 0.0105 12 4.0 2.6 9.1 YD3 0.02 0.50 0.01 0.01 6.00 6.35 0.1 8B 540.00 539.75 15.25 0.0164 12 4.9 2.0 7.6 YD4 1.47 0.55 0.81 1.62 10.00 5.37 8.7 ]0 550.42 549.00 41.00 0.0346 l5 13.0 11.3 3.b YD4A 1.47 0.55 0.81 0.81 10.00 5.37 4.3 YD4 551.00 550.42 4.00 0.1450 12 14.7 16.2 0.2 YDS 0.13 0.35 0.05 0.05 6.00 6.35 0.3 16B 574.75 573.50 88.75 0.0141 12 4.6 3.3 27.3 YD6 0.16 0.40 0.06 0.06 6.00 6.35 0.4 20 586.67 585.67 31.25 0.0320 12 6.9 4.7 6.6 YD7C 0.07 0.35 0.02 0.02 6.00 6.35 0.2 YD7B 606.33 605.75 43.50 0.0133 12 4.5 2.6 17.0 YD7B 0.15 0.35 0.05 0.08 6.28 6.27 0.5 YD7A 605.75 605.50 24.50 0.0102 12 3.9 3.3 7.4 YD7A 0.00 0.90 0.00 0.12 6.41 6.23 0.7 YD7 605.50 b04.75 73.75 0.0102 12 3.9 3.8 19.5 YD7 0.00 0.90 0.00 0.12 6.73 6.14 0.7 28 604.75 603.75 22.75 0.0440 12 8.1 6.3 3.6 YD7E 0.06 0.35 0.02 0.02 6.00 6.35 0.1 YD7D 617.92 612.42 41.75 0.1317 12 14.0 5.2 8.1 YD7D 0.05 0.35 0.02 0.04 6.13 6.31 0.2 YD7A 612.42 604.75 27.75 0.27b4 12 20.3 8.3 3.4 YD8C 0.18 0.35 0.06 0.06 6.00 6.35 0.4 YD8B 614.00 b05.83 20.00 0.4085 12 24.7 10.9 1.8 YDRB 0.05 0.35 0.02 0.08 6.03 6.34 0.5 YD8A 605.83 605.25 52.50 0.0110 12 4.1 3.4 15.2 YD8A 0.05 0.35 0.02 0.10 6.28 6.27 0.6 YD8 605.25 b04.83 40.75 0.0103 l2 3.9 3.6 11.4 YD8 0.10 0.35 0.04 O.13 6.47 6.21 0.8 48 604.83 604.00 81.00 0.0102 12 3.9 3.9 20.6 YD9 0.04 0.30 0.01 0.01 6.00 6.35 0.1 46 602.75 b02.42 32.50 0.0102 12 3.9 1.9 17.5 YDlO 0.04 0.35 0.01 0.01 6.00 6.35 0.1 54 543.83 541.25 22.25 0.1160 12 13.1 4.3 5.2 YD11A 0.03 0.50 0.02 0.02 6.00 6.35 0.1 YDII 534.50 534.25 19.75 0.0127 12 4.3 2.2 8.9 YDII 0.00 0.90 0.00 0.02 6.15 6.31 0.1 56 534.25 533.83 7.50 0.0560 12 9.1 3.7 2.0 YD12A 0.10 0.35 0.04 0.04 6.00 6.35 0.2 YD12 562.33 562.17 14.75 0.0108 12 4.0 2.6 5.6 YD12 0.00 0.90 0.00 0.07 6.42 6.23 0.4 92 562.17 561.33 82.00 0.0102 12 3.9 3.2 25.3 YD12C 0.05 0.35 0.02 0.02 6.00 6.35 0.1 YDI2B 569.00 566.00 62.50 0.0480 12 8.5 3.7 167 YD12B 0.05 0.35 0.02 0.04 6.28 6.27 0.2 YD12 566.00 562.17 45.50 0.0842 12 112 5.3 8.5 YD13A 0.0(i 0.35 0.02 0.02 6.00 6.35 0.1 YD13 572.17 57L92 24.50 0.0102 12 3.9 2.2 11.0 YD13 0.00 0.90 0.00 0.40 7.01 6.06 2.4 94 571.92 571.25 60.00 0.0112 12 4.l 5.4 11.1 YD13E 0.08 0.35 0.03 0.03 6.00 6.35 0.2 YD13D 589.00 575.67 40.00 0.3333 12 22.3 8.2 4.9 YD13D 0.06 0.35 0.02 0.05 6.08 6.33 0.3 YD13C 575.67 574.67 105.25 0.0095 12 3.8 2.9 36.8 YD13C 0.06 fl.35 0.02 fl.07 6.70 6.15 0.4 YD13B 574.67 574.00 51.50 0.0130 12 4.4 3,5 14.5 YD13B 0.05 0.35 0.02 0.38 6.94 6.08 2.3 YD13 574.00 571.92 40.50 0.0514 12 $.7 9.4 4.3 YD13G 0.24 0.35 0.08 0.08 6.00 b.35 0.5 YD13F 594.30 5$3.00 156.50 0.0722 12 10.4 6.8 22.9 YD13F 0.07 035 0.02 O.II 6.38 6.24 0.7 YD13B 583.00 574.00 40.50 0.2222 12 18.2 11.0 3.7 YD13J 0.02 0.35 0.01 0.01 6.00 6.35 0.0 YD13I 612.00 607.50 17.25 0.2609 12 19.7 4.6 3.7 YD13I 0.04 0.35 0.01 0.14 6.36 6.25 0.8 YD13H 599.42 579.00 46.50 0.4391 12 25.6 14.7 3.2 YD13H 0.14 0.35 0.05 0.18 6.41 6.23 L1 YD13B 579.00 574.00 21.50 0.2326 12 18.6 12.7 1.7 YD13L 0.13 0.80 0.10 0.10 5.00 6.67 0.7 YD13K 600.50 600.17 39.25 0.0084 12 3.5 3.5 11.2 YD13K 0.03 0.35 0.01 0.11 6.00 6.35 0.7 YD13I 600.17 599.42 79.00 0.0095 12 3.8 3.6 21.7 YD14 0.17 0.35 0.06 0.06 6.00 6.35 0.4 OUT 601.00 599.00 20.75 0.0964 12 12.0 6.9 3.0 YD15B 0.06 fl.35 0.02 0.02 6.00 6.35 0.1 YD15A 564.33 557.50 35.25 0.1938 12 17.0 6.3 5.6 YD15A 0.03 0.35 0.01 0.06 7.47 5.95 0.3 YD15 557.50 557.17 52.00 0.0063 12 3.1 2.5 20.4 YD15 0.04 0.35 0.01 0.07 7.81 5.86 0.4 OUT 557.17 557.00 16.00 0.0106 12 4.0 3.2 5.0 YD15D 0.02 fl.35 0.01 O.OI 6.00 6.35 0.0 YU15C 558.42 558.00 71.25 0.0059 12 3.0 1.3 54.3 YD15C 0.05 0.35 0.02 0.02 6.90 6.09 0.1 YD15A 558.00 557.50 69.75 0.0072 12 3.3 2.1 33.8 YD16A 0.22 0.40 0.09 0.49 7.64 5.90 2.9 YD16 543.35 543.00 19.25 fl.0I82 12 5.2 6.8 2.8 YD16 0.00 fl.90 0.00 1.83 12.34 4.94 9.0 OUT 535.00 534.50 8.75 0.0571 12 9.2 13.4 0.7 YD16G 0.05 0.40 0.02 0.02 6.00 6.35 0.1 YD16F 558.00 551.83 78.75 0.0783 12 10.8 4.4 17.9 YD16F 0.03 0.35 0.01 0.03 6.30 626 0.2 YD16E 551.83 549.83 96.75 fl.0207 12 5.5 3.2 30.4 YD16E 0.02 0.40 0.01 0.04 6.81 6.12 0.2 YD16D 549.83 549.50 14.00 0.0236 12 5.9 3.6 3.9 YD16D 1.96 0.35 0.69 0.90 12.00 5.00 4.5 YDI6C 549.50 547.00 30.00 0.0833 12 il.l 13.4 2.2 YD16C 1.25 0.35 0.44 1.34 12.04 4.99 6.7 YD16B 547.00 546.00 78.00 0.0128 15 7.9 7.2 10.8 YD16B 0.00 0.90 0.00 1.34 12.22 4.96 6.7 YD16 546.00 543.00 79.50 0.0377 15 13.6 1L0 7.2 YD16H 0.59 0.30 0.18 0.1$ 9.00 5.58 1.0 YD16D 563.67 549.50 168.50 0.0841 12 11.2 8.8 19.2 " gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr ' gutter longitudinal slope of 0.001 should be used in a sump condition - grate inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities NOTE: Inlet size for structures determined by overland flow. Pipes have been sized to include overland flow as well as yard inlet and roof drain drainage areas. 11 �� /�- SCOTT R. COLLINS'Z No. 35'791 � 1d�O�' ZONAL E� ZzO O Ww ~ - W 0 Z O > ca to J Z Z w Q 0 rn - rl 1-4 rI MENUML M C`7 ® co N ® � I N N LPQ / L1J J Uj �rl � - o J ®� Q U I � w �D in v) �.0 Z mow/ L.I_ 111111111111111111111111111111111 Jw L.I. =i L.f_ Q V 0 N ® z � t= 1 J a- w U) %1 V J z _ LL � LL C� J J '-' J J H� = z �� O tY d � ) V / z O Q J D v J Q v � z Q � Q w w = to JOB NO. 182157 SCALE N.A. SHEET NO. 14 STRUCTURE DRAINAGE D (IN) FLOW TYPE INfEI' TYPE AREA (FT 2) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) YDl 12" Nyloplast Yard Net 0.42 4.49 0.11 0.50 4.00 0.220 0.77 WEIR FLOW YDl 12" Nyloplast Yard Inlet 0.42 4.49 0.11 0,50 6.50 0.358 1,07 WEIR FLOW YDl 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.11 0.50 4.00 0.220 1.23 WEIR FLO W YDl 12" Nyloplast Yard Inlet - 50% clogged 0.21 2,25 0.11 0.50 6.50 0.358 1.69 WEIR FLOW YD2 15" Nyloplast Yard Inlet 0.64 5.40 0.12 0.30 4.00 0.144 0.51 WEIR FLOW YD2 15" Nyloplast Yard Inlet 0.64 5.40 0.12 030 6.50 0.234 0.71 WEIR FLOW YD2 15" Nyloplast Yard Inlet - 50% clogged 0.32 2.70 0.12 0.30 4.00 0.144 0.82 WEIR FLO W 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 0.02 0,50 4.00 0.040 0.25 WEIR FLOW YD3 12" Nyloplast Yard Inlet 0.42 4.49 0.02 0.50 6.50 0.065 0.34 WEIR FLOW YD3 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.02 0.50 4.00 0.040 0.39 WEIR FLO W YD3 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.02 0,50 6.50 0.065 0.54 WEIR FLOW YD4 30" Nyloplast Yard Inlet 2.85 8.60 1.47 0.55 4.00 3.234 3.01 WEIR FLOW YD4 30" Nyloplast Yard Inlet 2.85 8.60 1.47 0.55 6.50 5.255 4.00 ORIFICE FLOW YD4 30" Nyloplast Yard Inlet - 50% clogged 1.43 4.30 1.47 0.55 4.00 3.234 4.00 ORIFICE FLOW YD4 30" Nybplast Yard Inlet - 50% clogged 1.43 430 1.47 0.55 6.50 5.255 5.65 ORIFICE FLOW YD4A 30" Nyloplast Yard Inlet 2.85 8.60 1.47 0.55 4.00 3.234 3.01 WEIR FLOW YD4A 30" Nyloplast Yard Inlet 2.85 8.60 1.47 0.55 6.50 5.255 4.00 ORIFICE FLOW YD4A 30" Nyloplast Yard Inlet - 50% clogged 1.43 4.30 1.47 0.55 4.00 3.234 4.00 ORIFICE FLOW YD4A 30" Nyloplast Yard Inlet - 50% clogged 1.43 4.30 1.47 0.55 6.50 5.255 5.65 ORIFICE FLOW YDS 12" Nyloplast Yard Inlet 0.42 4.49 0.13 0.35 4.00 0.182 0.68 WEIR FLOW YDS 12" Nyloplast Yard Inlet 0.42 4.49 0.13 0.35 6.50 0.296 0.94 WEIR FLOW YDS 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.13 0.35 4.00 0.182 1.08 WEIR FLOW YDS 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.13 0,35 6.50 0.296 1.49 WEIR FLOW YD6 15" Nyloplast Yard Inlet 0.64 5.40 0.16 0.40 4.00 0.256 0.76 WEIR FLOW YD6 15" Nyloplast Yard Inlet 0.64 5.40 0.16 0.40 6.50 0.416 1.04 WEIR FLOW YD6 15" Nybplast Yard Inlet - 50% clogged 0.32 2.70 0.16 0,40 4.00 0.256 1.20 WEIR FLOW YD6 15" Nybplast Yard Inlet - 50% clogged 0.32 2.70 0.16 0.40 6.50 0.416 1.66 WEIR FLOW YD7B 12" Nyloplast Yard Inlet 0.42 4.49 0.15 0.35 4.00 0.210 0.75 WEIR FLOW YD7B 12" Nyloplast Yard Inlet 0.42 4.49 0.15 0.35 6.50 0.341 1.04 WEIR FLOW YD7B 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.15 0.35 4.00 0.210 1.19 WEIR FLOW YD7B 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.15 035 6.50 0.341 1.64 WEIR FLOW YD7C 12" Nyloplast Yard Inlet 0.42 4.49 0.07 0.35 4.00 0.098 0.45 WEIR FLOW YD7C 12" Nyloplast Yard Inlet 0.42 4.49 0.07 0.35 6.50 0.159 0.62 WEIR FLOW YD7C 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.07 0.35 4.00 0.098 0.72 WEIR FLOW YD7C 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.07 0.35 6.50 0.159 0.99 WEIR FLOW YD7D 12" Nyloplast Yard Inlet 0.42 4.49 0.05 0.35 4.00 0.070 0.36 WEIR FLOW YD7D 12" Nyloplast Yard Inlet 0.42 4.49 0.05 0.35 6.50 0.114 0.50 WEIR FLOW YD7D 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.05 0.35 4.00 0.070 0.57 WEIR FLOW YD7D 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.05 0,35 6.50 0.114 0.79 WEIR FLOW YD7E 12" Nyloplast Yard Inlet 0.42 4.49 0.06 0.35 4.00 0.084 0.41 WEIR FLOW YD7E 12" Nyloplast Yard Net 0.42 4.49 0.06 0.35 6.50 0.137 0.56 WEIR. FLOW YD7E 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0.35 4.00 0.084 0.65 WEIR FLOW YD7E 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.06 0.35 6.50 0.137 0.89 WEIR FLOW YD8 12" Nyloplast Yard Inlet 0.42 4.49 0.10 0.35 4.00 0.140 0.57 WEIR FLOW YD8 12" Nyloplast Yard Inlet 0.42 4.49 0.10 0.35 6.50 0.228 0.79 WEIR FLOW YD8 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.10 0.35 4.00 0.140 0.91 WEIR FLOW YD8 12" Nyloplast Yazd Inlet - 50% clogged 0.21 2,25 0.10 0,35 6.50 0.228 1.25 WEIR FLO W YD8A 12" Nyloplast Yard Inlet 0.42 4.49 0.05 0.35 4.00 0.070 0.36 WEIR FLOW YD8A 12" Nyloplast Yard Inlet 0.42 4.49 0.05 0.35 6.50 0.114 0.50 WEIR FLOW YD8A 12" Nyloplast Yard Inlet - 50% clogged 0.21 2.25 0.05 0.35 4.00 0.070 0.57 WEIR FLOW YD8A 12" Nyloplast Yazd Inlet - 50% clogged 0.21 2.25 0.05 0.35 6.50 0.114 0.79 WEIR FLO W YD8B 12" Nyloplast Yard Inlet 0.42 4.49 0.05 0.35 4.00 0.070 0.36 WEIR FLOW Yb8B 12" Nyloplast Yard Inlet 0.42 4.49 0.05 0.35 6.50 0.114 0.50 WEIR FLOW YD8B 12" Nyloplast Yazd Inlet - 50% clogged 0.21 2.25 0.05 0.35 4.00 0.070 0.57 WEIR FLOW YD8B 12" Nyloplast Yazd Inlet - 50% clogged 0.21 2.25 0.05 0.35 6.50 0.114 0.79 WEIR FLOW YD8C 15" Nylopl STRUCTURE DRAINAGE D (1N) FLOW TYPE INLET TYPE AREA (FT 2) PERIMETER (FT) A (ACRES) C I (1N/HR) Q (CFS) YD13G 15" Nyloplast Yard Inlet 0.64 5.40 0.24 0.35 4A0 0.33b 0.91 WEIR FLOW YD13G 15" Nyloplast Yard Inlet 0.64 5.40 0.24 fl35 6.50 0.546 1.25 WEIR FLOW YD13G 15"Nyloplast Yard Inlet - 50% clogged 0.32 2.70 0.24 fl.35 4.00 0.336 1.44 WEIR FLOW INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � � Z, c � f6 a � � U m � v � o m` v u � 0 3 � o `m 9 Q ti U C9 O C7 O O. �^ C o N N � ti u, � $ 0 3 c o 3 o io c° d c x � m c ui in � In <n � w° O ,+ o � T a m x W o c � `m � o m � 3 � � m ii ° � � � x 'S 3 � o � ni � in � J ui ti Ci c10i � 2B 36 6.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0200 0.0200 2.0 0.0833 4.1650 4.11 0.94 3.5192 0.1466 0.1578 4.78 1.26 1.00 0.39 0.00 4 3B 6.0 0.06 0.75 0.045 0.18 0.00 0.18 0.0500 0.0200 2.0 0.0833 4.1650 2.58 0.99 3.5192 0.1466 0.1652 4.43 1.36 1.00 0.18 0.00 6B 36 14.0 0.74 0.50 0.370 1.48 0.00 1.48 0.0210 0.0200 2.0 0.0833 4.1650 6.72 0.77 3.5192 0.1466 0.1329 9.42 1.49 1.00 1.48 0.00 8 36 10.0 0.17 0.65 0.111 0.44 0.00 0.44 0.0700 0.0200 2.0 0.0833 4.1650 3.41 0.98 3.5192 0.1466 0.1637 7.18 1.39 1.00 0.44 0.00 8B 3B 10.0 0.15 0.75 0.113 fl.45 0.00 0.45 0.0700 0.0200 2.0 0.0833 4.1650 3.43 0.98 3.5192 0.1466 0.1637 7.23 1.38 1.00 0.45 0.00 10 3B 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 0.99 3.5192 0.1466 0.1652 7.42 1.35 1.00 0.33 0.00 108 36 14.0 0.22 0.75 0.165 0.66 0.00 0.66 0,1200 0.0200 2.0 0.0833 4.1650 3.58 0.97 3.5192 0.1466 0.1622 10.04 1.39 1.00 0.66 0.00 12 3B $.0 0.05 0.90 0.045 fl.18 0.00 0.18 0.1200 0.0200 2.0 0.0833 4.1650 2.20 1.00 3.5192 0.1466 0.1666 5.72 1.40 1.00 0.18 0.00 14 36 8.0 0.12 0.75 0.090 0.36 0.00 0.36 0,0300 0.0200 2.0 0.0833 4.1650 3.70 0.97 3.5192 0.1466 0.1622 5.13 1.56 1.00 0.36 0.00 168 3B 6.0 0.10 0.75 0.075 0.30 0.00 0.30 0,0300 0,0200 2.0 0.0833 4.1650 3.46 0,98 3.5192 0.1466 0.1637 4.73 1.27 1.00 0.30 0.00 18 3B 12.0 0.14 0.75 0.105 0.42 0.00 0.42 0.1200 0.0200 2.0 0.0833 4.1650 3.02 0.99 3.5192 0.1466 0.1652 8.21 1.46 1.00 0.42 0.00 20 3B 10.0 0.09 0.75 0.068 0.27 0.00 0.27 0,1200 0.0200 2.0 0.0833 4.1650 2.56 0.99 3.5192 0.1466 0.1652 6.82 1.47 1.00 0.27 0.00 22 3B 8.0 0.07 0.75 0.053 0.21 0.00 0.21 0,1200 0,0200 2.0 0.0833 4.1650 2.33 1,00 3.5192 0.1466 0.1666 6.11 1.31 1.00 0.21 0.00 24 3B 4.0 0.05 0.90 0.045 0.18 0.00 0.18 0.0109 0.0200 2.0 0.0833 4.1650 3.45 0.98 3.5192 0.1466 0.1637 2.82 1.42 1.00 0.18 0.00 26 3B 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0,0102 0.0200 2.0 0.0833 4.1650 4.53 0.92 3.5192 0.1466 0.1549 3.82 1.57 1.00 0.36 0.00 30 3B 12.0 0.16 0.65 0.104 0.42 0.00 0.42 0,1200 0,0200 2.0 0.0833 4.1650 3.01 0,99 3.5192 0.1466 0.1652 8.18 1.47 1.00 0.42 0.00 30B 3B 10.0 0.12 0.75 0.090 0.36 0.00 0.36 0.1200 0.0200 2.0 0.0833 4.1650 2.85 0.99 3.5192 0.1466 0.1652 7.70 1.30 1.00 0.36 0.00 32 3B 10.0 0.14 0.65 0.091 0.36 0.00 0.36 0,0820 0.0200 2.0 0.0833 4.1650 3.08 0.99 3.5192 0.1466 0.1652 6.90 1.45 1.00 0.36 0.00 328 3B 10.0 0.12 0.75 0.090 0.36 0.00 0.36 0,0820 0,0200 2.0 0.0833 4.1650 3.0$ 0,99 3.5192 0.1466 0.1652 6.87 1.46 1.00 0.36 0.00 36 38 8.0 0.10 0.75 0.075 0.30 0.00 0.30 0.0411 0.0200 2.0 0.0833 4.1650 3.26 0.98 3.5192 0.1466 0.1637 5.20 1.54 1.00 0.30 0.00 38 3B 6.0 0.09 0.75 0.068 0.27 0.00 0.27 0,0282 0.0200 2.0 0.0833 4.1650 3.36 0,98 3.5192 0.1466 0.1637 4.44 1.35 1.00 0.27 0.00 40 36 6.0 0.11 0.75 0.083 0.33 0.00 0.33 0,0222 0,0200 2.0 0.0833 4.1650 3.79 0,96 3.5192 0.1466 0.1608 4.55 1.32 1.00 0.33 0.00 42 36 8.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0184 0.0200 2.0 0.0833 4.1650 4.40 0.92 3.5192 0.1466 0.1549 5.00 1.60 1.00 0.45 0.00 46 3B 4.0 0.06 0.75 0.045 0.18 0.00 0.18 0,0109 0.0200 2.0 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 36 4.0 0.15 0.65 0.098 0.39 0.00 0.39 0,0109 0,0200 2.0 0.0833 4.1650 4.81 0,90 3.5192 0.1466 0.1520 4.08 0.98 1.00 0.39 0.00 50 36 8.0 0.13 0.75 0.098 0.39 0.00 0.39 0.0300 0.0200 2.0 0.0833 4.1650 3.81 0.96 3.5192 0.1466 0.1608 5.34 1.50 1.00 0.39 0.00 52 38 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0500 0.0200 2.0 0.0833 4.1650 3.fi6 0.97 3.5192 0.1466 0.1622 6.39 1.25 1.00 0.42 0.00 54 3B 12.0 0.29 0.65 0.189 0.75 0.00 0.75 0,0500 0,0200 2.0 0.0833 4.1650 4.44 0,92 3.5192 0.1466 0.1549 8.39 1.43 1.00 0.75 0.00 58 36 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.1466 0.1637 5.64 1.42 1.00 0.33 0.00 60 3B 10.0 0.10 0.75 0.075 0.30 0.00 0.30 0.1200 0.0200 2.0 0.0833 4.1650 2.66 0.99 3.5192 0.1466 0.1652 7.13 1.40 1.00 0.30 0.00 62 36 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0,1200 0,0200 2.0 0.0833 4.1650 2.94 0,99 3.5192 0.1466 0.1652 7.96 1.26 1.00 0.39 0.00 66 36 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 0.99 3.5192 0.1466 0.1652 7.42 1.35 1.00 0.33 0.00 68 3B 4.0 0.02 0.90 0.018 0.07 0.00 0.07 0.0300 0.0200 2.0 0.0833 4.1650 2.02 1.00 3.5192 0.1466 0.1666 2.57 1.56 1.00 0.07 0.00 78 36 8.0 0.24 0.65 0.156 0.62 0.00 0.62 0,0100 0,0200 2.0 0.0833 4.1650 5.59 0,85 3.5192 0.1466 0.1446 4.98 1.60 1.00 0.62 0.00 82 3B 12.0 0.16 0.70 0.112 0.45 0.00 0.45 0.0588 0.0200 2.0 0.0833 4.1650 3.54 0.97 3.5192 0.1466 0.1622 6.89 1.74 1.00 0.45 0.00 84 3B 8.0 0.11 0.60 0.066 0.26 0.00 0.26 0.0588 0.0200 2.0 0.0833 4.1650 2.90 0.99 3.5192 0.1466 0.1652 5.46 1.47 1.00 0.26 0.00 90 36 10.0 0.17 0.65 0.111 0.44 0.00 0.44 0,0991 0,0200 2.0 0.0833 4.1650 3.19 0,99 3.5192 0.1466 0.1652 7.92 1.26 1.00 0.44 0.00 92 3B 6.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0991 0.0200 2.0 0.0833 4.1650 2.97 0.99 3.5192 0.1466 0.1652 7.30 0.82 1.00 0.36 0.00 94 36 8.0 0.09 0.65 0.059 0.23 0.00 0.23 0.0624 0.0200 2.0 0.0833 4.1650 2.74 0.99 3.5192 0.1466 0.1652 5.28 1.51 1.00 0.23 0.00 96 36 12.0 0.44 0.50 0.220 0.88 0.00 0.88 0,0405 0.0200 2.0 0.0833 4.1650 4.89 0,88 3.5192 0.1466 0.1490 8.61 1.39 1.00 0.88 0.00 98 3B 12.0 0.38 0.60 0.228 0.91 0.00 0.91 0.0515 0.0200 2.0 0.0833 4.1650 4.74 0.90 3.5192 0.1466 0.1520 9.28 1.29 1.00 0.91 0.00 104 36 8.0 0.19 0.70 0.133 0.53 0.00 0.53 0.0189 0.0200 2.0 0.0833 4.1650 4.67 0.90 3.5192 0.1466 0.1520 5.48 1.46 1.00 0.53 0.00 114 36 1fi.0 1.03 0.50 0.515 2.06 0.00 2.06 0.0215 OA200 2.0 0.0833 4.1650 7.58 OJO 3.5192 0.1466 0.1226 11.43 1.40 1.00 2.06 0.00 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) 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 Gutter Inlet � n rn Y c m Ya J � O o_ > J U _ m iC' N � m o � > 3 m o � o o m Q N � V O Q U U O Ci O � y a x � � O Oa � a � y � N 3 � .� y v ° U o a o .3 o m c � ru `m x � c J � W � U N O pJ N > a7 m H W a � i� O � � _ + O f6 >' O. � to �^ w o � � > o N 3 � -o a; o x .� °i 3 � i N � (II � J C � U T m (� <n J J W Ci C7 i° � 2B 36 6.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0200 0.0200 2.0 0.0833 4.1650 4.94 0.89 3.5192 0.1466 0.1505 6.03 0.99 1.00 0.63 0.00 4 36 6.0 0.06 0.75 0.045 0.29 0.00 0.29 0.0500 0.0200 2.0 0.0833 4.1650 3.11 0.99 3.5192 0.1466 0.1652 5.43 1.11 1.00 0.29 0.00 6B 36 14.0 0.74 0.50 0.370 2.41 0.00 2.41 0.0210 0.0200 2.0 0.0833 4.1650 8.06 0.68 3.5192 0.1466 0.1197 12.29 1.14 1.00 2.41 0.00 8 36 10.0 0.17 0.65 0.111 0.72 0.00 0.72 0.0700 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9.00 1.11 1.00 0.72 0.00 86 36 10.0 0.15 0.75 0.113 0.73 0.00 0.73 0.0700 0.0200 2.0 0.0833 4.1650 4.12 0.94 3.5192 0.1466 0.1578 9.06 1.10 1.00 0.73 0.00 10 36 10.0 0.11 0.75 0.083 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 1.09 1.00 0.54 0.00 106 36 14.0 022 0.75 0.165 1.07 0.00 1.07 0.1200 0.0200 2.0 0.0833 4.1650 4.30 0.93 3.5192 0.1466 0.1564 12.58 1.11 1.00 1.07 0.00 12 36 8.0 0.05 0.90 0.045 0.29 0.00 0.29 0.1200 0.0200 2.0 0.0833 4.1650 2.64 0.99 3.5192 0.1466 0.1652 7.06 1.13 1.00 0.29 0.00 14 36 8.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0300 0.0200 2.0 0.0833 4.1650 4.44 0.92 3.5192 0.1466 0.1549 6.47 1.24 1.00 0.59 0.00 166 36 6.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0300 0.0200 2.0 0.0833 4.1650 4.15 0.93 3.5192 0.1466 0.1564 5.96 1.01 1.00 0.49 0.00 18 36 12.0 0.14 0.75 0.105 0.68 0.00 0.68 0.1200 0.0200 2.0 0.0833 4.1650 3.63 0.97 3.5192 0.1466 0.1622 10.18 1.18 1.00 0.68 0.00 20 36 10.0 0.09 0.75 0.068 0.44 0.00 0.44 0.1200 0.0200 2.0 0.0833 4.1650 3.07 0.99 3.5192 0.1466 0.1652 8.37 1.20 1.00 0.44 0.00 22 36 8.0 0.07 0.75 0.053 0.34 0.00 0.34 0.1200 0.0200 2.0 0.0833 4.1650 2.80 0.99 3.5192 0.1466 0.1652 7.53 1.06 1.00 0.34 0.00 24 36 4.0 0.05 0.90 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3.55 1.13 1.00 0.29 0.00 26 36 6.0 0.12 0.75 0.090 0.59 0.28 0.87 0.0102 0.0200 2.0 0.0833 4.1650 6.29 0.80 3.5192 0.1466 0.1373 5.93 1.01 1.00 0.59 0.28 30 36 12.0 0.16 0.65 0.104 0.68 0.00 0.68 0.1200 0.0200 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 10.14 1.18 1.00 0.68 0.00 30B 36 10.0 0.12 0.75 0.090 0.59 0.00 0.59 0.1200 0.0200 2.0 0.0833 4.1650 3.42 0.97 3.5192 0.1466 0.1622 9.54 1.05 1.00 0.59 0.00 32 36 10.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0820 0.0200 2.0 0.0833 4.1650 3.69 0.96 3.5192 0.1466 0.1608 8.60 1.16 1.00 0.59 0.00 32B 36 10.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0820 0.0200 2.0 0.0833 4.1650 3.68 0.96 3.5192 0.1466 0.1608 8.56 1.17 1.00 0.59 0.00 36 36 8.0 0.10 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 6.48 1.23 1.00 0.49 0.00 38 36 6.0 0.09 0.75 0.068 0.44 0.00 0.44 0.0282 0.0200 2.0 0.0833 4.1650 4.03 0.95 3.5192 0.1466 0.1593 5.54 1.08 1.00 0.44 0.00 40 36 6.0 0.11 0.75 0.083 0.54 0.00 0.54 0.0222 0.0200 2.0 0.0833 4.1650 4.55 0.95 3.5192 0.1466 0.1593 5.61 1.07 1.00 0.54 0.00 42 36 8.0 0.14 0.80 0.112 0.73 0.00 0.73 0.0184 0.0200 2.0 0.0833 4.1650 5.28 0.87 3.5192 0.1466 0.1476 6.31 1.27 1.00 0.73 0.00 46 36 4.0 0.06 0.75 0.045 0.29 0.00 0.29 0.0109 0.0200 2.0 0.0833 4.1650 4.14 0.93 3.5192 0.1466 0.1564 3.55 1.13 1.00 0.29 0.00 48 36 4.0 0.15 0.65 0.098 0.63 0.00 0.63 0.0109 0.0200 2.0 0.0833 4.1650 5.53 0.85 3.5192 0.1466 0.1446 5.15 0.78 1.00 0.35 0.28 26 50 36 8.0 0.13 0.75 0.098 0.63 0.00 0.63 0.0300 0.0200 2.0 0.0833 4.1650 4.57 0.91 3.5192 0.1466 0.1534 6.73 1.19 1.00 0.63 0.00 52 36 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0500 0.0200 2.0 0.0833 4.1650 4.27 0.92 3.5192 0.1466 0.1549 8.05 0.99 1.00 0.68 0.00 54 36 12.0 029 0.65 0.189 1.23 0.00 1.23 0.0500 0.0200 2.0 0.0833 4.1650 5.32 0.87 3.5192 0.1466 0.1476 10.60 1.13 1.00 123 0.00 58 36 8.0 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 0.1466 0.1593 7.04 1.14 1.00 0.54 0.00 60 36 10.0 0.10 0.75 0.075 0.49 0.00 0.49 0.1200 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 0.1652 8.75 1.14 1.00 0.49 0.00 62 36 10.0 0.13 0.75 0.098 0.63 0.00 0.63 0.1200 0.0200 2.0 0.0833 4.1650 3.53 0.97 3.5192 0.1466 0.1622 9.87 1.01 1.00 0.63 0.00 66 36 10.0 0.11 0.75 0.083 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 1.09 1.00 0.54 0.00 68 36 4.0 0.02 0.90 0.018 0.12 0.00 0.12 0.0300 0.0200 2.0 0.0833 4.1650 2.43 0.99 3.5192 0.1466 0.1652 3.17 1.26 1.00 0.12 0.00 78 3B 8.0 024 0.65 0.156 1.01 0.00 1.01 0.0100 0.0200 2.0 0.0833 4.1650 6.70 0.77 3.5192 0.1466 0.1329 6.43 1.24 1.00 1.01 0.00 82 36 12.0 0.16 0.70 0.112 0.73 0.38 1.11 0.0588 0.0200 2.0 0.0833 4.1650 4.97 0.88 3.5192 0.1466 0.1490 10.61 1.13 1.00 0.73 0.38 84 36 8.0 0.11 0.60 0.066 0.43 0.00 0.43 0.0588 0.0200 2.0 0.0833 4.1650 3.48 0.97 3.5192 0.1466 0.1622 6.76 1.18 1.00 0.43 0.00 90 3B 10.0 0.17 0.65 0.111 0.72 0.00 0.72 0.0991 0.0200 2.0 0.0833 4.1650 3.83 0.96 3.5192 0.1466 0.1608 9.88 1.01 1.00 0.72 0.00 92 36 6.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0991 0.0200 2.0 0.0833 4.1650 3.56 0.97 3.5192 0.1466 0.1622 9.05 0.66 1.00 0.21 0.38 82 94 36 8.0 0.09 0.65 0.059 0.38 0.00 0.38 0.0624 0.0200 2.0 0.0833 4.1650 3.29 0.98 3.5192 0.1466 0.1637 6.51 1.23 1.00 0.38 0.00 96 36 12.0 0.44 0.50 0.220 1.43 0.00 1.43 0.0405 0.0200 20 0.0833 4.1650 5.87 0.83 3.5192 0.1466 0.1417 10.88 1.10 1.00 1.43 0.00 98 36 12A 0.38 0.60 0228 _ 1.48 0.00 1.48 0.0515 0.0200 2.0 0.0833 4.1650 5.68 0.84 3.5192 0.1466 0.1432 11.79 1.02 1.00 1.48 0.00 104 36 8.0 0.19 0.70 0.133 0.86 0.00 0.86 0.0189 0.0200 2.0 0.0$33 4.1650 5.60 0.85 3.5192 0.1466 0.1446 6.92 1.16 1.00 0.8fi OAO 114 36 16.0 1.03 0.50 0.515 3.35 0.00 3.35 0.0215 0.0200 2.0 0.0$33 4.1650 9.09 0.62 3.5192 0.1466 0.1109 14.$9 1.07 1.00 3.35 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 {Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet � w o, a Q C N � .... � N w � N N � m 0 J r N L_ N U � O m @ � C o .L- Q LP .U.. 30 � _ l0 � 0 t.. O U O o, � O O 0 3 -o n L N t6 � � o � i° � � � m m a`> x m a �� � E � I-- o 'ia rn o � o � m 3 rn in n 3 v n � c O � r7 � c �' � a� N � t ,� x left 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.0200 20 0.0200 9.0000 7.98 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 20 0.0200 9.0000 7.80 2 3C 10.0 combined flow 1.0 0.10 0.218 5.00 left 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2fl 0.0200 i.0000 5.04 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0090 0.0200 20 0.0200 9.0000 5.04 6 3C 6.0 combined flow 0.3 0.06 0.124 2.85 left 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 20 fl.0833 4.1650 5.12 right 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 20 0.0833 4.1650 5.12 16 3C 6.0 combined flow 0.3 0.06 0.128 2.92 left 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 20 0.0?ii0 1.0000 5.12 right 0.07 0.65 0.046 0.18 0.00 0.18 0.0010 0.0200 20 0.0200 1.0000 5.42 combined flow 0.3 0.06 0.135 3.08 28 3C 6.0 left OA6 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 20 0.0200 i.0000 5.12 right OA7 0.65 0.046 0.18 0.00 0.18 0.0010 0.0200 20 0.0200 1.0000 5.42 56 3C fi.0 combined flow 0.3 0.06 0.135 3.08 left 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 20 0.0200 t.0000 5.96 right 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 20 0.0200 1.0000 5.96 586 3C 8.0 combined flow 0.5 0.07 0.147 3.38 left 0.09 0.75 0.068 0.27 0.00 0.27 O.00fO 0.0200 20 0.0?00 i.0000 6.29 right 0.10 0.75 0.075 0.30 0.00 0.30 0.0010 0.0200 20 0.0200 1.0000 6.54 combined flow 0.6 0.08 0.168 3.85 70 3C 8.0 left 0.04 0.75 0.030 0.12 0.00--�-12- . 0.0010 0.0200 20 0.0200 i.0000 4.64 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 20 fl.0?00 i.0000 5.04 76 3C 6.0 combined flow 0.3 0.05 0.116 2.65 left 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 20 0.0200 1.0000 7.72 right 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 20 fl.0200 i.0000 7.72 102 3C 10.0 combined flow 0.9 0.10 0.210 4.82 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 far capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet U O' ,�^ C L t ,U U U C � r` � "O � R f6 is � O U y � O � N .4� N � L d � p �� s �-'t0 C U O C � � � � tYt¢1i C% L d � � U d tT � � O '� � C 'L N E � � Q U d C! ui « txn <n 1- d a STRUCTURE DRAINAGE D (IN) FLAW TYPE INI ST TYPE AREA (FT 2) PERIMETER (FT) A {ACRES) C I QNMR) Q {CFS) 112 DI-7 5.98 12.83 3.40 0.40 4.00 5.44 3.3 WEIItFLOW 112 DI-7 5.98 12,83 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW 112 DI-7 - 50% cogged 2.99 ii.42 3.40 0.40 4A0 5.44 4A ORIFICE FLO W 1l2 DI-7 - $0% cogged 2.99 6.42 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW � Boa+ FM 9.1 PI Ic �• 1•• .�::.�.> , � �� •. . .tit o� �` _ 9 �.J �- oli. II ♦ _,`3 'Vi+ ; N, ` • \ �_ �C��e,� �� /-�i1�►��y !j. �� II 1II� '� Iuull !III' �j `;•�� Gam\ , • ter'. ♦� ���1jll'I�llill ���II'lll i� �'� _ i; � " � -�;. • �♦ r/�� . � �;JI� Illllhl ��� '� � � I III �� �J � ' � • ' ,r'=5 �. `���i ' E!\. 011 i" -.,r _ ,�F - � � vw�►��'iw�.�t-11�?'�-ic�Y��.�=Q'rii}V%�'-� ��+ ��� '�\��',�R�� JY► ['I���I � --Z Rigor 7 1' "a � � a � ��]���I����� � yiiill,,lllh Illi IIII'.�� I� �►��..�t � go al KAI all may,: so �� Vim,: ��� ��` • 'II� � � �� Ilil illll I� �y � \ • ¢ yi � �-����►Il�ly t�l',,��I�y, • r� ' .. • - � EA'�A� l�l_iAi�ij��� - - - - 'O�=Dr' IMF ' �f � .: III �_� �. � -�•�. ill �. ' .• �I III � � � ��: �. �'!� � � ... • �� � � , a A ■ IAA IAA �I�7/I Q� `ry'��� ���ay�� 1�� OF • ��.ail ��t�l,: ��•l�� � �il,� I ��: �fiff Win Elf Q "��o ��r�ty`1 { � ��. r.•v 4 ®r�.�►v®►e_1�ii�+�!r_ �.�����!!�` �_� � 1' i `�► ter° T1�h ►e�i I � � .,n, a�►��� Ij`-�/��j I �„S�j it �p `� '_r ' � I ��- ` f\y.,.,, ' d�il� w., � - - �' III, Ellai.�/I - 1�'�'°°°.r°°°°°°°r.�:_ oil �'\\'114;G Fm 1w �. _ r ,�~.' qS ►�/1�1► �.I ►1� �I�1�`�'�r��,���E`��!I�'R�\�► rt ��'i.-:,�5�}r '� �������j "' \l,� _ I e� � : sue, '. <�, �.'�� I�� ��' ��) ' ��id �V = '•�r1r � /�- ,� 1 - :P�,��, I r•�7� '!' ,P CI _���� ,'�a1�1L �� ���,,I� .� !� i Yi: - ...pia- •, � �l�'. � A I�p., ^ >�',Y�w �:�''�< �� �{��{���►• �� >.� ' � �� /j •'`F 1 ��A - �1I7Ri��i-iA�� ll�/erSi>��� _ �lIMK, '�' _�'I��//lii��.i/lll� ��T -��•► '�' . lloul �ara��:.are��rvea►foaliaa�.�.'AI/s .ni�tdA ���A� ��� ��11'I,P PLANT SCHEDULE: Quantity Latin Name Common Name Scheduled Size 9 Acer cam pestre'Evel n' 'Evel n' Hed a Maple 2.5" cal. 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 25 Acer saccharum 'Green Mountain' 'Green Mountain' Su ar Maple 2.5" cal. 6 Betula ni ra River Birch 3.5" cal. 7519 Carex stricta Tussock Sedge plug 50/flat 15 Cercis canadensis Eastern Redbud 6-7' ht. 8 Chionanthus vir inicus Fringe Tree 6-7' ht. 18 Cladrastis kentukea American Yellowwood 2.5" cal. 15 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Do wood 6-7ht. 131 Eutrochium dubium'Little Joe' 'Little Joe' P e Weed 1 gal. 16 Ginkgo biloba'Princeton Sentry' 'Princeton Sentry' Ginkgo 2.5" cal. 31 Ilex'Ma Nell' 'Ma Nell' Holly 4-5' 224 Ilex glabra'Shamrock' 'Shamrock' Inkberry 3 gal. 20 Ilex x'Ma land' Oakland Holly 4-5' 31 Itea vir inica'Hen 's Garnet' 'Henry's Garnet' Sweets ire 3 gal. 168 Jasminum nudiflorum Winter Jasmine 3 gal. 17 Juniperus virginiana Eastern Redcedar 4-5' 127 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 119 Juniperus virginiana 'Talor' 'Taylor' Eastern Red Cedar 4-5' 16 Koelreuteria parl Golden Rain Tree 2.5" cal. 39 Li uidambar st raciflua'Rotundiloba' 'Rotundiloba' American Sweet um 2.5" cal. 3 andiflora'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 16 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 4-5' 68 Magnolia vir iniana Sweet Bay Magnolia 4-5' 13 Malus x 'Prairifire- 'Prairifire' Crabapple 6-T ht. 48 M rica cerifera Southern Wax Myrtle 4-5' 2366 Packera aurea Golden ragwort plug 2249 Panicum vir atum 'Shenandoah' 'Shenandoah' Switch Grass 1 al. 17 Perovskia atri licifolia Russian Sae 1 gal. 12 Prunus cerasus'Montmorenc ' 'Montmorency' Sour Cher 6-T I 13 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cher 6-T I 1 Quercus bicolor Swamp White Oak 2" cal. 45 Quercus phellos Willow Oak 2.5" cal. 3 Quercus shumardii Shumard Oak 2" cal. 51 Rhus aromatica'Gro-Low' 'Gro-Low' Fragrant Sumac 3 gal., 15-18" s . 60 Thu'a x'Stee lechase' 'Steeplechase' Arborvitae 4-5' 10 Vaccinium 'Pink Lemonade' 'Pink Lemonade' Blueberry 3 gal. 24 Vaccinium x'Sunshine Blue' 'Sunshine Blue"Blueberry 3 gal. 37 Viburnum x pragense Prague Viburnum 4-5' 11 Viburnum x rh ido h lloides'Alle han ' 'Alle han ' Viburnum 4-5' CANOPY CALCULATIONS: Qty Latin name Common name Size Canopy each sq ft Total Canopy sq ft 9 Acer campestre'Evelyn' 'Evelyn' Hedge Maple 2.5" cal. 230 2070 11 Acer rubrum 'October Glory' 'October Glory' Red Maple 3.5" cal. 510 5610 25 Acer saccharum 'Green Mountain' 'Green Mountain' Sugar Maple 2.5" cal. 214 5350 6 Betula nigra River Birch 3.5" cal. 535 3210 15 Cercis canadensis Eastern Redbud 6-7' ht. 124 1860 8 Chionanthus virginicus Fringe Tree 6-7' ht. 125 1000 18 Cladrastis kentukea American Yellowwood 2.5" cal. 289 5202 15 Cornus florida 'Appalachian Spring' 'Appalachian Spring' Dogwood 6-7' ht. 124 1860 16 Ginkgo biloba 'Princeton Sentry' 'Princeton Sentry' Ginkgo 2.5" cal. 17 272 31 Ilex 'Mary Nell' 'Mary Nell' Holly 4-5' 44 1364 17 Juniperus virginiana Eastern Redcedar 4-5' 16 272 127 Juniperus virginiana 'Emerald Sentinel' 'Emerald Sentinel' Eastern Redcedar 4-5' 16 2032 119 Juniperus virginiana 'Taylor' 'Taylor' Eastern Red Cedar 4-5' 16 1904 16 Koelreuteria paniculata Golden Rain Tree 2.5" cal. 380 6080 39 Liquidambar styraciflua 'Rotundiloba' 'Rotundiloba' American Sweetgum 2.5" cal. 238 9282 3 Magnolia grandiflora 'D.D. Blanchard' 'DD Blanchard' Southern Magnolia 4-5' 82 246 16 Magnolia grandiflora 'Little Gem' 'Little Gem' Magnolia 4-5' 82 1312 68 Magnolia virginiana Sweet Bay Magnolia 4-5' 113 7684 13 Malus x'Prairifire' Prairifire' Crabapple 6-7' ht. 129 1677 12 Prunus cerasus 'Montmorency' 'Montmorency' Sour Cherry 6-7 ht. 77 924 13 Prunus subhirtella 'Autumnalis' 'Autumnalis' Cherry 6-7' ht. 77 1001 1 Quercus bicolor Swamp White Oak 3.5" cal. 382 382 45 Quercus phellos Willow Oak 2.5" cal. 419 18855 3 Quercus shumardii Shumard Oak 3.5" cal. 419 1257 60 Thuja x'Steeplechase' 'Steeplechase' Arborvitae 4-5' 10 600 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 = 1.8 acres TOTAL CANOPY 79236 TOTAL CANOPY 1.8 acres LANDSCAPE REQUIREMENTS FOR PARKING AREAS: Total parking spaces = 32 Required: 1 interior tree per 10 spaces = 3 Total proposed interior trees = 6 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 E O U N O up 01- N N F- N --5 E w;E0 � U > V -� o.(D E -� UU).N .n N (D rn Q N - a)U) Z Wa 0NO3 J Ln C � ON 0 a00 rn Q w Z J > J 1 � J Z J � = O �7 w Z J ac Q oC w CL cn m J Q SHEET TITLE: SITE PLANTING KEY PLAN DRAWN BY: LMD CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 County/ARB Submittal REVISION HISTORY: No. Date Description SCALE: 1 "=50'-0" SHEET NUMBER: L500 'Er. O - k k t t k k k k k k t k k k k k t t k t t k t t t k k t k k t t k k t k kk. e k \ a •� - °- / . o / 7-'Steeplechase r orvi ae I Fj v - LOT U \ ° I 64 D �/ otiindiloba merican S' eetgum I ► 5-Swl et Bay Magnolia LOT I I 78 ► ,�� I I s o I I LOT I I '��k r •i•,� k � k t I Dv I • I 13 •I - I I. k I ► - k k ° I - t k k k I I kt E I LOT I I I: tkt o LOT I I I LOT \ I I k k I I ' I k NC LOT I v Q W II LOT 82 83 I► I I t k\k k I I 12 I I Itktk E�N�E 80 81 I I I I k k I k QE I E w > E U I F C I t • � = ai Q •ao \ ► I U U a,I I LOT I ;I- - kkkt CC _ D I I I I k k ++ (n C 5 Sweet Bay Mag olia 1 _Wifl O�k _ •-D° k k a Q 5-Southe Wax rt.@ k a o S U U N — — — — /, k t k k k T 7'edaMI zN N oN,° �33, LOT V) a-'y' gc °7-Sou mo 5-Swee 065 LOT � LO '- \ • I \ / .,:. , V 77 \� / /C k k k k t k k .D - - I I•- ' I I 1 I► . 1- . � \\ 37-'Shamrock' In-kbet rry k 394-Shenandoah' Switch Grass LOT 131-Little Joe'P e Weed LOT I -Swamp White Oak 2366-Golden ragwort k k rys G rnSLOT 7666 9 I ; I I I t k t k k \ 1r k kt t k t k k k t k t t k k I I I - et Ba nolia k b \ I \ \ k \ t t \ k k k k k t k t k k k t t -k LOT t k \ _ 7-Southern Wax M k t k t t jkk t k'�k t • I I k t k k kTAOC I0-'Stee lechase' Arborvitae / \ \ - --- t k kt t k k 'FENCEDtTOT L50�T: LAY S`TURE$ D 8 I P I wm b` \ -- - - _7 t k k k k k k I I II" I v I \ • 4-'Mary Nell' Holly / t k t k fNCLUD�N�G INIF,�NT S`C/V4N�$ I�Dk k k k k k k I I I k k k t k t k I L0) I t k k C4IMBING,kS IDES, k DkS�VkNIG$ 15OR k k k t k k t °- t 1 14-Pr u Viburnum k k k t k k k k k k k t k k t k LOT k 7-Green Mountain Sugar Maps �� k t k kkk k 6,1:YEAkRojoS t k k kkk kkk I k 67 I - - - //��[/ - k t k k k t k r t k k k t t k t ,� t t t ¢ t k k r t k k 1k v I I - •I 11 •I k t L Z I �� I/ � k k k ,a k k k k k k k 7 I k k k k t t k I' I t t k t k t t k k k t t k k k t t k t t t t k k t t t t L I t k Ik / \\ c k k k k .I_ k k kt k k k k k k k k k k k k k k k k k k k k k k t t kI- I ' a e' /"'Ar{Jo rvit _I'j' � \ -I �► \� Illt k����(((��� \\\ k �� \(c\` k k k k t O IJ L p� k k k t k k k k t k k k k k k k II I k k k k k t t .� •I I - Q t k t k t k A t t t t k t k t t t k k t k t k t k k k k k t k k k k t t k k I LOT t k I k\ t t I k t t k k t t t k k t k t t k t t t k k t k k k k k t k ,.I II• k k /k- k 1t� �t k k k k t t k k t t k k t t k k t t k k t t k k k k k Ic t k k 6 It k k IF 1 r I �� D v 11I k k k k k k k k k k k k k k k k k k k k t k k k k k k k t k k k k k k k k k k k k k k k t k k .u- k k ^ k k t k k k k k k k k k k t t k k k tl \• I t LOT k/ k k k k 6- I i k ER OL© k k k t k 1 k t k k k k k k k k k k k k k k k k k k k 1` k k k k k k k k k k k k k k kl 2 �ol It �r n our r I ND I k k k t k k k t k k k k k k k k k • k CQN1 ING STkPgTUf3E k k k k k k k k k k k t t k t k k t k k t t k k t k k t k k t k , I{ - k `I 7 5 t� t k / k k t k k may'\ _ k • '"( I .. t k k t k k k k k k t k t k k k t k k t k t t k k k '- ° .. I \ k= k k k t / k k k t t k t k k t k t k k t k k k k \ l t k I I I v I k t t k_Ja- t k -� k k k t k t t k t k k t t k k k t k k k k k k LOT � . I t k t k t k t k t k k k t t t t t t t t t k t k k k k k k t Z t k k t t t t k k k k k k k t k k k k k k k k k k I v° k k t k k k k k Co k k pk/A�k��y\y' k k k k k • ' - ' I I I k k k Ic k k k k k k k k k v/ V MM U Ni �Y P/ 1. 1� K k t k k t k k t k t k k k t k l I I ( k 68 D J k k k t k k k k k k k k t k k k k k k k k k k k k t k ° - I 4- > ° ► k k t t t k k k k k k t k k k k k. k k k k k k k k k k k k k k k t k k k t t k -$ I' (• I I k k k t k t k k k k k k k k k t t t t k k kkk k k k k k �/ I k t t t t t t t t t t t t t t t t t PA ON / g I I : ° I t k t k t k t k t kt t k t l� t k k t k k k t k t I LOT - - 1 I - k t t t t k t k k t k t k k i 5-Sweet Bay Ma no is ► k k k t t k k t t k k k k k k t k k k k k k k k k . k t k k k t k t k t t k k k k k k k k k t t t k k t k k 11 I U - I -• - LOT k t t t t t t t k t t k k t t k k t t k k k t t k t k t k t k k t k k k t k t k t k k k k k k k k t k k t k k t k k k k t k k k k 17 4• I t k t k t t k k k k k t k t k k t k k t k k k k k k k k t k t k k k t k k k k k k k k k k k k k k k k k k t k k k k >-. 74 k k k k k t k k t k kC�P�N FIEj-[ t t k k k k t t k k k k t D 5 - ° k t k k t k t t k k t t t k t k t k t k k k t k k k k k k k t t k k k t k t D D I I k k 1 1 1 s I t k k t k k t k k t t t t k k t k k t k k t t k ° I \ I I k� W I t t k t k k k t t t k k t t k k k k k k k t - k k • I• ° I t k t k k t k k k t k t t k t t k k k k k t k t _ _ J I I k t k t k t k t k t k t t t t t k t t t t t t t I I I t k �> k k k k k k t k k t k k k k t k t k k t k k k k k nk k k .k+ k k k k k k k k k k k k k t k k k k •? LOT I • I t I t-'�u �s�i�le k�lue� Vfuebe rl y k t k k t k k k k t t k k k k k t k k k k k k k k k k k k t nIkkI Rt PI T- Ac N k k k k t k k k t k I LOT k k I� I 69 •I - J III t k t k t k t t t t t t t t k k JLl8T�1 `tV ll KtA t k t —I t t k t t t t k t k k k t l©-�i�I�tL rr made' BlUeber�y t {If 6 v >- t k k t t k t t t k k t t t k k k t t k k k t k rk� 'yt act k t t ,kk k t k t k t k t k t k k k Ic k t k k t t k k D 4 I I t t k I I I D I k k k k t t k k k k t t k t t t t k t k k k t I,2- Sul lshinek Blue BI I�er���/k k k k t t k k k k k k I D- , I - w. t ay �Ignolia k t k t k k k k k k k t k k t k t k k t k t k t t tFk-.k' kkk ktkt- /kkktkkk1 I' 1 N- I kk k k k k t 6ren Mb �n Sur f lapleI I I �CL LU k k k kttk k k t kT ' ►- - \ I ° LOT • - >4 k >4 kk k k t •! k ! t ° t k t k k I ► - I' ' t k LO e I I k k • k t k k k k k k k k k - t t �:. .: .:• .. k k t Wi I w a'k __ I k � m 0-'Steeplechase' Arborvitae w d° k t k k k t k k t t t k t k k k t k k t k k k t t t k t k k k k k t k k 2 D D 3 k k k k k k k k k k k t k k k k k k �. I I I.- D 73 I k k k t k k t k k k k k k k k t k t k k t �k' ray_, , Q i I i I v D °. I k k k t k k k k k k k t k C t NT V D 1�B Sk k k k k k k k k k t k k k t k I I I• k t LOT I ► I k k k k k k k k t k k k k k t k k k k k k k k t k t k k I I LOT \ - - k I_ I I t k k t k k k k k k k k k k t k t k k k k t k k k k k { _ k I 70 I .- , v J 111 t t t k k k k t k t t t t k t k k k k k k k k k k k k t k k t k t k k k t t k k k k k k t .`�{ _ � 4... 1 k k k k k k k k k k k k t k k k t k k k k k k k k t I, t k k k k k t D y k k k k k k t t t k t k k t k k l i I t t k 1 °Shamrzoctk'klniCb rkryt k t t k k t t k t t t k t k k t k k k t t t k 2 k k t k t t k k t t t k t k k t k t a v k k k t k k k t k k t t k I e I t t 1 } k k k k k k k k k t k k k k k k k k t t k t t k k k k t 7 ° ° t k lb-,toil-ow rratgrant �'umat t k k k k k k k k t k k k k 1 k k k k . - I LOT I I k k k k k t k k t t k t' k k k t t k k t k t t k k k k t k k k t t k k t t k k 7-''Rotun�ilob� AmeFicankSweetg •• - p ec �' Ar rvitae t k k\I - k k k ;� k k k t •• ,• I k t t k TT'..,..,,..11....�c..77„___- k k k k k k t k k k k k k k • k k k k t t k k t t t k t t k t t k t k - °° LOT I I 5-Sweet Bay Magnolia .- I t k t�k k , •• ° ,• t t k , k k k k k k k k k k k k t k 1 • _ - -I• l i k k k - k k V.y� k t k k k k . • •• • Prairifire aba e , - - I 7 2 �\ / t k k - k t D• .F_ k k t\ \ k \ k k \ k k k k k, p•. t k k��vk k k • ..v n • - • sD - , �p k _t t k k /=' Z� k k t� .� D-Willo�Oak LOT71 - t k It yr, e • ° • t o-x-� II t •• • •• t k k �_..-... ..._...k- II k ` • • ® - • - - _ • • • • k t k 0 t �3-'Prairifire' Crabapple / - po�po oop° • D -: °v •� . k k k Ic I • • v t k k \ I I \ t -- \— � -- --9-Cro-Low' Fragrant l c - \ 5ee ay u_ 2-Willow Oak 3k 'Rotund American Sweet um agnolia t tt k tk k k kk 'Prairifire' Crabapple .3-',P irifire' Crabpple k kk k .D .. ;. ° D•' .. .: • ° D oho - . . �D - - w.t Sum I c if k t SHEET TITLE: Firo ro Lo t k4- t n R dcedAr ` - D, '• - v --- �" — t t c / I I k t k k kt , k • k t _, / /,'` t k • • •• I / f ..... / kk SITE PLANTING k 'kV - - k t - - I -, . 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In n In c( n k r k k k k --� k ..,... k„ k k k k k k ^k k k t k t / k k k k 7 k nll,l�i In fk� n n kn v.. k e k t t t k k k k k k k k k k k k ,,yam � v y. t -�C \ t \, 5-Golden Rain Tree k k kc •f t k k k k k t t k k t t t k k k t k k k k t k k k t k k k k t k k ekn k k t k I S- Wth e111 1/Y�kMyrlle` k k k t t / S 5-Gold RaFn Tree k k t —k- -- t t 5-Eastern. ltgdbLtd t k k k k k t k k k k k t I 4-Appalachian Spring Dogwood k t k k k k t t t t t t t t t k t t k k k t t k k k t k t k t t k t t k k t t t t k k t k k k t k k t t t kl t � �} �+k t k k k k k t � k k I�IIk k k t t k J\{ �.µ k k k k k I Prague vibu rn k k k ,�5-S�alllr k Illkbelr t k k t k ` ( k t 11 t k k k t k t 14-,Vo thernk a M, ll� k t k t t k k k k t k k k k t k t Kk, k k k t k t k k k k k t k t k t t k k t k k k k k- k k k 11_111k1650-'Shenandoah' Switch Grass k k k t kt kkk P^ k SCALE: 1 -20 -0 \ k 6598-Tussock Sed e k k k k� 1 /."t k tk�k 1/ �k, \J/,\(�� k\(��j�,�J�(�I���k,JJ����J/\����; 1R�f�.l��IMA Intern N"�' C`^JI li�/M inA�� k�nMll InMll �I�MkII 1nMll Inllll tlnl k �t k k k k k AD 1C k 1 I„ k .( k k. t k k k t k k t k k k k k g t t k t k �yt� t k t t k k t k t t t k t k k t k t ^ t t k t t25-Wham r�ck kl lk� 1 y k k k k k k k k k k k k k, k .I. kk t t t k t t I'8-�Sf�a t roc`k' 4nkbkert k t k t k t t k t t k t k k k k' r k k t k k k t t k k t k k t k k k t k ert k k k k t k k k k t k k k t k k k k t k ,d I ./ - v t I\ k k t k t k k t. t t k t k t k k k k t k k t k t k k k k k k t k t t k t t k k k k t k t k t t . .I / >: k t SHEET NUMBER: k k k k k t k t k t t k k k t k k k k k k t k k t t k k t k k k k k k k k k k t k k k k k k k k k k k k q / k k k k k k t t k k k k k k k k k k t k k k k k k k k k t k t k k t k k � t t k k • vD . -- - k t t t k k k k t k t k k k k k k k k t k t k k k t k t k k k k t t t t I J k t k I °o° > - D s ° t1 ' > °• k t t k t k t k k k t k k t k L" -� D o v " • .� ..a ' ` — _ — -3- Evelyn Hedge- Maple 5-'Mary Nell' Holy 3-'E3-velyn' Hedge Maple 5-American Yellowwood - �• 3-Fringe _ 55 • lachian-S 1 — — - 5 ;Autumnalis' Cherry — — _ — Evelyn Hedge Maple — — l LOT 79 1� I� 4-'Autumnalis' Cherry 2-Ame L501 / . 1 I y� i cll k t .p I �\ t s k k �- 2- w k i k k • \ 28kk k \ / I k k. k Vk / k t\ k - .• s • ___ • \ \ t k k t k k k k I I k k k \ 3-'October Glory' Red -Maple / k k k �, • • /� • i //� • k k k t k k k k k k >° ' LOT I I I t k / e k t k, �k S , , •• •° ° �� .' k k k k I le Y P I k k k k k k '� v � t k k k k k t k t t kk k k• t k k k 27 I I 1 t Ilk t t k k k T • %'• t t k k k k k t k k k k k k k k k� �I k t t •� `� ° v � - � � � , v � � �� • �' k k k k k t k k k t k t k t I kI k k . k \\ / / - V. k k k k t I k t • ;V k t t k 1 / k k t k k k I LOT - QI7ry• - k k s k k t k k t t k k k k ° • t t k t % \ \ v \ I^� --- k k t k t t t t t k k k k k k k k k k k v > I I 1If • /k k II' k k k t / �� ---'RotUndiloba' Americ / I k t k t k t k t k k k t k k k • k k k \ - \ // I ppp k k k k k k k k 26 I k k k k k k t • I_ /k k \\ \ _ •° 3-'Green o in' S g 1 IAple ; .k Ik k k k k t k k t e t k k t k t k k k k . 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Q�O k k k k k k k k k k k LOT I I - ,, I � _ I k t '9 LI k k / k t t k \ > \ A \" ° v ,- . k k 1 k k k k k k k k k k t I k k t k k k k p: k I k k k t k k k �. � D PARK k k / DO G • k k -I k k k / t I 'e � ♦ k t I. k t k .. _ � - . k k t V- k ... . k T . k k I t k k t t LO / \• �, ��� .: �,�:��. ���� v . � .�\ ° t k k t k k t t k k t k °� • ✓ v � \ � \ ' V• t k t k k k t I 2 5 L� I k k \) S`t t t k S I I / k v/ ---- - - ---- • k IIIKI k t k k k 43 / T _� • ,�., \ o uo ' p • k k k k k k k k k k k k k ,I • I k k k k k LOT —_: -'• kklkk t I k k 1. kk k kk k.'k t kkk I LOT \ I k \ k - — — s - k t t k t \ \ I V C \ t k k k k k k k k t k t =-t k k k k k k I =-- - \• t 24 - I •I k 4 • P k k k k I < k t I- \t k k k k k t k k \ -Prague ibur Um LOT - .-�-- k k• \• \ \ /� \> .k t k t k k k k k t k k k k l k t _ t e k t k k t •O , I Ik k k k t k � � / � k �2 k •� / k k k t k k k k k k kkkk k� k-k 3- `ard 45 LOT / —I � �. - I kkk kkkk\-k ° °o'\,\ .• . kkk k kkk kk k kk kkk °o I �^• kkk , k\ k k k k k k t k k k I I-'A1leg ' Y�bu \ \ k I I k k k k k k k °pDp \ \ • p k k k k k k k k•, I LOT I I k k t k t t k k k k k \ / k I k k t k t k\ \k k k p \ k k k t t k I - I I t t \ t k \ - 46 I t t t \ k k t k k k t t k k k t t \ LOT k I I t t k k k k� k k \ k k k k k t i 23 I k k k k k k 8-East Ice \ / k I I t k k k °° t k k t k v° I 1 k t k k t t I I k k k k k k 58- n deed IIJ� /1 k I I k k k 1�\ k t °• �\ -• -, k k k k k k � 1 k // k I I k \ k \ t t k k k I t / t� LOT IIFL�_L�OT t k t k t � � k t k k t k k 5-Sweet nolia 4 7 k t k k I k k k t ktk'k k k k °,,mt LOTI LOT �� I kt t t y k k k k k kkk k kk ••ktkLOT II k 48 t t k k k \ k t t t k k t 4- Princeton Sentry Ginkgo t k k k T I k k t \ k k t k - - k t t k t k k k I IIL..--- —� 4 9 JL 50 51 2 k �,� E k k t k k k k k 1� : I- k t k k I �� ]L 5 \ 3 I t t k t k k k \ k k\ t k k k k t - k k t k '-k t \ k k k k k k t P k t k -\. k kkk k I LOT ! k k t k I a� k t k k t k t t k k k k I k I I t k k k kk t t k k k k t t t k k k k k k k t k J k t k k k t k• t 2 2 t � k k ... k t k k k k k k k k k t t , Ys t k k t k t k >• k k k k k 5-American Yellowwood k ,� k ,� k k �" k k k t k k •'p kk k ; k kk k k k tk k k k t k 205-'Shenandoah' Switch Grass k k k k k k k k k 5-Eastern Redbud k k t t ` k k°.k • k- k k tk \ ♦ p Ilk kk I I I k t k k k k t k t k k k tk k k 92 1-Tussock Sedge t \\ k - k k k k- -I -- _ =}k' k k° LOT I I I k k k k k kk k k k k k k t k sk k k" ° k• k - k k k k k k v t k t t k k k k k -_ k k k k k k k k °ks k k k v I 21 k k k k t ,� k k k k k k t k k �k -k_ t k t t k k k t k k • k >k k k > k k k t `Ic < k t k k k k k k k k k k k k t t k t k k k t k k k k k k k k p k , 'tt° ♦ I I I k k t k k t t k k t '� t k k k k k t k t k t k k k ` 1 k t t k t k k k • k k \ \ . k k Ik k t k k t k k k <k < k k k t k k t t k k k t k I' k t t • k k k t k k k k t t k \ \ \ \ • I A1w,.,' k k k t t k k �c �k k t k k k t k k t k d k •• t k k k t k t k t k k k k k k k k k t k k k k t k k k k k k k k k k t • •k k k k k t k k k k k k k LOT I •I' I t k t k k t • tk k t k k t t k k k k t k t k k • k. ••. k k k k k k t k t t k k k k k k t k k k k k k k li k k k k ` k k k k k k k k k �• •• k t k t k k k k k k k k k k k k k t k k k k k k k • t k • • R k k t k k k � k k k t k , k t k k k k k k k k k t t k t t k k t 4 • k k•• • I k k k k k t �- , I 2 O I.- k k t k k k k t I k k 3-American Yellowwood I \ L II t k k t k k k t t k k k k k t k /yak//��t t k k k k k k k k k k k k k k k k • - k ..:: k k - Mow Oa Y PARK k k t k t k t k k k t k k k k t .• k k k t - k k k t k t. r \�` k k k k k k k • •� • • k k k t k k k t k k t k k t t k k k k k t k••k t •k k k t k 1 I' \\ • � t • � t k 4- Prai a apple - I LOT k k k k k t t k t k k t k k k k k k k k - k Irk k k k t k t t k t t k k k t k k k k k k k• k k k k k k k k k k t _ - k L t k k k k k t t k k k t t k k k k k 19 k k k k• t k �t k k � k k t t k k k ���- � I I � t t k k t k k k •..._ t k t t t k k k k t k t . .. k k t k k k k k t k k k k t t k k k k k k k k t t k �- I•c k k t k k- k k k 9, v l I I k k k k k k L k k t k t t k k t k k k k t k k k k t k t k k t k k OT k t t t I t l k k k t < k k t k k k k t k kaste�n k. E 4t k k t t k I T 54 I \ LOT .I I k k k k t k k k -::k- k k• 4c , .V k k k LOT I LO k t k <•� 1c �r k t t .. k � I I I I k t k -k \ I I I . - k k k k k t k ,� t k k I I 18 j I k k k k k kt• <t k =� t k k k k k k k t k k t k k bk � k k t k I 56 5 5 \ I t k t k \ I I l t k \ LOT I I- t\ k k k t LOT I N _ t k k k k k k k k � t v � \ I � I, k k k k k k t t t k 111 I t k t t k k k k t t v t k t k , k k'. I\ \ I I / ° I F- II I I k k k-Ek t k k k k t t k t k k k k k t ,\ I 58 \ 57 •> LOT -I•I.. 1 i1 5- as�ernkRedcec�ar k k t t k k k k � k- I II k t k k k k k k � 1 k k k k k k k k k ` k k k k k k k k k k k k k k k t I LOT .I \' 17 - I t t k k k k k k k t t k k k k k k t± k k• t \ \ .I \ I• I _ k t k k k k k k k t k k k kt I I I \ I I, I �k \. k k k k k k t t k k k k k k k t t. k k 2 1-'EmerakrSentinel' Easter d�da k k k I I I ,_\ -�^^ I \ •• °. II11� C k t k k k k k k k k i I I t kt k k k t k 1�k k k t k k k t k k k k k kk k k k t k k• 5 9 I \ / \\ O I ► k k k t t'1 lal y 1 \ellk Iollyk k k t t k t k k k/ k t k � k k k t t k k t k k IC \ \ \ I- t LOT k k t k k k k \ t k k k k k k k t t tll\k k k k k k t t k k k k k k k t t \ 1 k k k kk. k k k t k t k k k k k t k k k k/ k ! '/\\ LOT 3- ' eri n l el wwood \� I I ♦ !_ ` I / - �!. � /� 6 k t t k t k k k k t k k k / \\ - \ k v I \\` I \ I \ I I I k I K t t t k k k k k k k k t t k O \ n y I-� . �- / p ....._._.---..__. - t 60 / t k k k k k k k k t t t t \ �7 . \ k� "7 I _) - - . • _._ ____ _ \ / o°o \ / \ I. / k k k k k k t k t t k t k k k k t k k k / \ - \ Q k I \ • _ I .v , • \ ;� \ o \ °o — / yf k� k k t k k k k k / \ - - -- -- . ` .- • �` - - - - - I -I k k k t t k k k k k t / k • q C� J• '. � , s v k k k k t k k. k k _ - .v _ ..........__...___...._.._ .......... _.._____ - Fr k ktktk kkktk tkkt k / LOT t t t / - \ -• • ° • - . a v I t k k � �\ \ \ ♦ / k k k t t k t k k k / \ 61 t k k / \�� k t k k \ \ k t / ✓ / � k k t t t k k k �k k -'Green Mountain' Sugar Maple — -' ndito�ba' gum kkk tk•k•k k /�•��LOT \�.. ..�� • �.- - •... \\ii� iii --.� I® \iii•�� �I III k ® A k t j \ k k k k k .62 k. k k k t t k k Willow, ak k LOT \ _ i y - \ °° • ° I y Y k t k t k t t k k k t \ 63 < . . ♦v Ip ♦ I LOT I .I..I '\ k/k k k k k k k k k 1- ° k k ° � a k k k k I t k I k � t y .k t k k k t k t t k t t \. \ / ° v • a \ I . 15 I I I k T k t k t k k t k \ r < < I � I• I I I t t k k k k t k t k k �� t k \ _ / > • / / ! • Y t k k k t k k k t k k5-Svieet Bay M,gn' l k t k t k t k t . Isl k k t t k t k t k t k k• k t • > '- - I I k k t t k 3-1 epl ,chas"e'�ArbQ4itf.et k \ - , 6-Willow Oak I I ___ ° • k k k k k k k k k .• \ \ I 14 I� _' I k k k t k k k t k k .FY t k k k k k t k k k t t k k"'000 kkk k t k k k t k \ 4 k k k t k t k k k �.' _ '% I I I LOT 4 k k k k k t k k k k t k t t k t k t k k t k k t k t \ i - • / \ \ I I I p° I k k k k k k k k k 13 I k k k t k k k \ .' t k k k \ °♦ \ I LOT I / I I LOT II I I LOT \ � \ I I LOT LOT 83 I p I I ° � ... • II 82 I . I I LOT � ` o - � \� � I I I 12 80 81 I I I I - . ' � • •. .• LOT \ � I II 64 p ,. I I I I I I I \ 79 I \ �� I \ I LOT I I I ------------ I I I LOT LOT— I I 3 Princeton Sentry Ginkgo I • I — — � �� t k t t k k t k k k k D 65 / • / , k I - k k t k k LOT \\ / - k ` t k k k t t t k k k I t ` k k k k k k k k k I / t k k t t t t k k k t k k k k k t t k t k k k t k k / c k k k k k k k k k kk : • • `t ` k k t k I• LOT t k e k k < 11 k t k t k k t k k k k k k k k k t k E <k `k< ` L • t <k< E <k t k t k �- � I I I I ° \\ 77 / \ /�/ k k,k- E ` Y ♦k� , t k I I / k k k k k t k k k k` E • .k` E • I I k k k k k t t t `k k `k< kk`kk``k<i k k \ / /4/ t k t k k k k k t, <k, `t; , t a <k t <k< • �'i <k ` , , E <k k `t< xi ,tt k k k I 10 ! \ / k/ `k < E k k• E <k a E • k k` t <k < • k` ` t< <k < k k k t I. - I I / >• � \ \ / / � k/ k t k k t •k � <t` k < • k ` k` ! kkk < k • k k < ` • ` k k k `k t .I \ k t t k t `t <kk<k< kk` , t` E <k `k kkk kk< `k k ` ` kk k tk k • I . I LOT \ k,�k k t• `k kkk `k `• < k_ a kkk k kt` k kek Ekk<kkt`k k k _� I LOT I k k k• E <tk � tt< E <k< E 4 kk � kt< _ <k< t ek �` ,k `,� ,t E <`, E kk< tk< k > /. k t <t< `E E i <k` kkk E<kkk <k` k kk ..k`� E kkk i <k`k ♦k k E k k <tk < E kk kkk •t< kkk kt` E k+k k k k k t k •k< ` k- E `k• ` •k k t t k I LOT I I ° \\ \k t t is xv kkk • t` E k k< E `• k k` , k` E <k < t k '� kt k k k t k k t k t t k t k k k k . k k t kk k t k E t I 66 •I / \ 76 k k ` �' kkk ` < kk` E • ' ` atk ` < tk' t k t k t t k t k� k k l/'�l k k k k t t k t k k k k k t k k k k k ° I I I I I ° 9 I k • kk ` • E kk ` E k k k k k k k k k k k k k L- I 'j l • s \ \ \ I k k k k` ` �' kk ` < kkk k e • kk ` • , k k — - I k I r <k< t kk< E ` k t k k k k k k t k k k k k k k k k k k k k k k k k I I- .•I \ \ k `t • `k k k k k t k k k k k t <k k` k k t k k k k t k t k t t k k k k k k k t L \ I \ _ I, \ \ t k kt a< ` E kkk E♦ kkk ,t < E <k°. E < t k t t kk_�_t k t-k_k k t k k k k k • I I •° LOT f k` k `k k k k t k / t k t k k k r k k E E` < k ,kk t k k k t t k k k k k k k k t k k t k t t k k t k k t I• ♦ , I , \ \ `k< E < kt ` •k< E k k k t k� t k k t t k k k k k t t t k I •, 8 I I - - t ` `k e k k E k , k t k k k k t k k ` kkk k'k< `k` E <k, E • kt ` ;t k k k k k k t t �LNC4L� TOT L�T: �L/"1 1 STAI✓fir 1/�V REy� t g <tk kt < k k k E k t k kkkk tt k �N'CLI.IDf N'G tl N FAN TkS`�/4N�EEEGS AN•Dk k k k k k k k k k k k k k k t k k 1 °• _� k < kk ` < kkk E k k k k k k k t k k k k k k t k t 41 I I LOT ►. �. ii \ . k k t . .. kk` r kkk k k k� t k t ._ k k t k CL�MBING,tSL��DES, /aIND SWINGS FOR k k k ' - ► ! . I !1T I— `il O U N 0 up O` � N � N(D j E 0 w u � c U o.9 E LU Ua a U .N U U N rn v, Z (D J C � ON 0 a 00 C9 Q w Z J > J 1 � J Z J � = O �7 w z J ac Q oC w CL cn m J Q SHEET TITLE: SITE PLANTING PLAN: GREENWAY PARK & GREENWAY ENTRANCE PARK DRAWN BY: LMD CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 County/ARB Submittal REVISION HISTORY: No. Date Description SCALE: 1 "=20'-0" SHEET NUMBER: L502 3-River Birch I -Fringe Tree 3-'DD Blanchard' Southern Magnolia 3-'Appalachian Spring' Dogwood 3-'Little Gem' Magnolia 10-'Emerald Sentinel' Eastern Redcedar / 5-0akland Holly / 7-'Taylor' Eastern Red Cedar / 4-'October Glory' Red Maple -Fringe Tree 8-'Taylor' Eastern Red Cedar 3-'Little Gem' Magnolia / \ / 5-'Emerald Sentinel' Eastern Redcedar I -'Appalachian Spring' Dogwood / / 8-'Taylor' Eastern Red Cedar I 5-0akland Holly / / 401 k k t 3-Fringe Tree / ' k k k k t k k k k 8-'Taylor' Eastern Red Cedar / k t r t k k k E t �� k 8-'Mary Nell' Holly k µ k k k t 12 1-Winter Jasmine / k�'. k k k k t dk k t k k k k k t k k 8-'Taylor' Eastern Red Cedar k k t o o° t k k k k k k k k t t 5-'Emerald Sentinel' Eastern Redcedar / " k k k k t k° 0-0 dko k t t k k k k I k t k ` k 0e 0 e a t >• ... ° �' IO° k k k t k t k k t t k k t 3-'Little Gem' Magnolia / k t k�°tm0 000 k t k t k k t k k k k t k k k \ 0. k k t k k 8-'Taylor' Eastern Red Cedar // t k k k \k -k- ` t k Wgs�O° k -� =k k k t k k k k k \ 3-River Birch k t k k k t k t k t• r k °//"✓��\I k t k k k t k I .-6 k t k k t t��� k k t k k k k k k k k k � 5-0akland Holly / k, /��\ k /k k k \� kIIYUyG �IgAp 3 \ $' �a�v gee t 0 00 �k�� -'A alachian Spring' Do wood u PP g � 960 ° 5-'Emerald Sentinel' Eastern Redcedar - °°°o g o 1 _ w m ob0 �J�. a°a °�Owl °o k °"' ���'�� Emerald Sentinel' Easter Redcedar0 (DO 000 O �A �� ��) 8-'Taylor' lor' Eastern Red Cedar °o t - ��� 42-'Taylor' Eas rn Red Cedar y 3-'Little Gem' Magnolia I Appalachian Spring Dogwood \� o v. 5-Oakland Holly 1 �' y ° - .> LOT b m o o r' o o k � 1 1 0 00o tw58�Wk� - LOT v' - I-Autumnalis Cherry ° ° ge w"� i LOT I s coo �� �� LOT 29 �—� 19- - °° LOT 32 31 I 30 I� Winter jasmine t" k L� 5 Willow "�JO / \ \ 33 ak 22-'Taylor' Eastern Red Cedar /.: " / 4-'Little Gem' Magnolia k jIF 1 'COT O I J / °° e a o w°k,o �_ k k t / 34 \ \ J -1 Autumnalis, Cherry / F ° ° ° 8 k k t r k k k / / 'COT \ \ \ �— t AN k k k t k k k k/ 35 k k t 4001� 4-'October Glory' Red Maple ib : k k kkk k t k t k r k k k k k k• / LOT _ k 3 6 °. k k k t t t I-'Autumnalis' Cherry o0° �� Vl� k t k k k t k k�_ t k k B a o I 1 . , o ° � �� / LOT _ ° I -Autumnalis Cherry — - � o� ° ° 7 ® / o °� ° ° ° 000g 6 ° 3 1 k % 0o —r�� \ °�° m° pO LOT 28-Winter jamine ° 0m °amo \ \ % 1-'Steep)chase'Ar °°gvitae I k LOT LOT \ .. - LOT LOT 41 40 \ - otundiloba American Sweet I k + _ - - / •g � 'ENTRANCE I I \ •. v.'. \ �/ / 9- Gr ow Fragrant Sumac -- I t \ \ o /f g �I • :� PARK I I 8-'Gro-Low' Fra rant umac / \ �,/ Ax t k I Will I -J J \ \ \ LOT k -- 1 k Yi - s - . f \ \. 28 k. LOT e - k• k k k k k/t k t \ - •• - ' - V \ � k k k k t� •/�) I • • , t t = •t / — k t k k k k k/ ' � 27 • k k k k k > ° \ \... •�� 8 %�• ��tll k k k k k k t 1 �- 'I.. k t ki �_ k k k k k k k t r t t t t k k k _\ y '� k k t k k • - k k k k k k t / \ \ s ° - k k k k k t k I k k k k / k k ' � / k • :o t Yk k k k k t t / \ % ° / a 56wSf ar ro�V'Inkber_ry, I LOT I k t k k k t t t ,1 Qk k k k t t k k k - \•' \ - • • - , � I \ k , I J k k t k9-Ai ssfan SaC�- k .k J _ - I- .I I t k t k k kk k t t t k.k t t kk \ \\ 3='Rotun iloba American Sweetgum \ k k k k k k k kkk kk k k k I 26 k k ° t k k Ic k / - \ V • , , ` I` k t k I �\/ k k k k k k t k k t t k I k k k t t t t t k ountain Sugar Maple \ k Ik k- �k k k k k k k t k t k k k kk k k k k tk. k k t kt k /� .\ . V ° ,,.•� ® .,Ogy�p • t t k k i k k k k k k t t t t k t LOT I t k k 1 k k t k t k k k k k k k t k k / \ \ ' \\ \ o • k k k e,,Y.�l/�y�/ k�/� t k k t t k k t k k k t k k t k k / LOT ° v . R \ .° k k k` k t k Vj�VGkPARKk t t I 25 k t k k k t k k t t k k t •' • °'• . p' • ••v .p• '• v - - >; k kl k k k k k k k t k k k k t k k k-�_ - k k k k k k k k k k k t k k k k k . ° •k . . . - \ >° . \ k k k k k k t k - wee B y MaTdal oia t k k t t k k k t k k k lc k k k k k k k k 43 // > - lei \• \. 000°Qo °• ` •° t t k k k tk�pt, k k k k k k k k k k t k k k / -� ° 8-1'(LkISSIa�I Ca a `.. ,;r: 1 1 k !� t t k s g k V _ I-r k k k � _ _ > � nt ' I East n Redc k k k t k _ �_ -- _ � t k t- 9 E era Id Se k t k k t k k k t k k k t k k t k t / LOT - - - �� • - . \ '� \X/ t k k k k k t k k t I I LOT _ — I o - v va t I I k k k k k k k k k k - . \ k k k k k k t t k k t t t k k k t k k k k t k k t j/ - e < •\' \ k x �ak kk k t k k kt 44J _-< kk24kk k k \ ' t k k i k k - It k k k t t k k t t k k t t k k k t k k k \ 5 k k t k \ k \, • -\ •• t k k k k- J 1 k t I k k k k k k k k t k k t k t \\ \ LOT I k t t k k t k ' °e �� \ \: .' k k k t k t =k r \ I LOT 1 t k k t k k k k k � k k /Y// k // � k I I k t k\ k k\ k t / i'�_ k t t t k k k t k k k k k t k / k k k k \\ \ k I t k t k k k k k k k k t t k I t k t k t k k k k k k k t k ��� \ 6 t I I I k k k k \ k \F k k , - - I k t t k t k k k k k \ LOT I I k t k VC \ k \ I.:>. I 23 I- k k t k k k t k k \ / k I I k t k k • k I I k k k t k k k k k \ k k k k I k k k k 1�t k Ik k k k t k k k k k k/ k k k k k t t k k k \ f t k I k k k k k k k\ t k k k k k k k tk k\ k k k k t 47 / -L-t k I LOT I I 41II I k k k k k k k t t k l�k k k k- J-'1 I InG�t011 Sentry Vln ,I I I t t k k t k k t t t k k t t k k k k k k k k k t k k k. t k k k .C� k k t k LOT I I LOT II t k k k k k / 41II k k k k k k t k k k k t t k k\ t k k k \ - v O k k t LOT LOT II k k k t k k t k t \ k t t k k ' ° -\ � .\ \_... _J 6-Golden �kain Tree I Il* , I I �I k k t k k I k k k k k k k t k k k k k k \ k 4 g k k t k t L k k k t t t k k O / k T I k k k k \ �I 9 / /JE/ k k k k k k k k k/ k k k k t t k t k IL JL t s ,. ��� ktkkt kk k\`kt kk4950 jL 51 52 k�,�E k �k •It k t t ktkkktk ktkk�tkkk I k t k k tkk.kt tktkkkkkkk kkk k t tkkk t J 3 t k k k t k P k k Ick \ t k k k \• \ y. I T k k I k k k k k k t k k k t t k k k k k k k k k t k k t k t k k t k 1- k k k k t k \ / k k t k k I k k. t k t k k t k t k k k k k k Q • \ LO I III J I t k t k k I t k t t kk t t k t k k t t k 1c t t k k t t kk k k t k 'k t t kk t e k `k k k \/ k k t k k I k I J k t t k_ k. �_ t k t k tt kk k k I 1� k t k k k k t k k k k k t k k t�� k k k k k k k k / k k \ -> •\ 22 t C k k k k k �k k/k t k k k k kk t k k k k kk t .k t \k k t k k k k k k t k t k kk k t k kk t •k k k t k k k t k t k k k 'k/ k t k k t k k • ° kIk t k k k k k k k t k t k k t k t t k k� k \ - k k k k k k Ic kk _ k a k k k k k k k k k t k k t k k• k •�[ I k k t t k k kk a e k t k k k t t k k k k \ t k k t k k t a \k t k k k k t k k t a i tk k k .t k k � k � k\ °k k t t k k k• k \ k I I k k k / k /4/�.kk \ _ t - I _ k k I k k h k t k k at _ is ak k `k ` • Ik at t t t k k k t �� e k t-___._� ® k —� t k k k k, k\ k k 1 LOT I I t k k k k t k t k k k k k a k} SG ��. "�Skkkk k t t t .p t --F-- - k > .k-v t t° kk `a l" �c k k t k t k k k k -_ t k - k. : k tkt kkt t k t k ka4ia` ka ` Il``k k k \k tk /kkk/ 't i kt kkktk. t k t k s k. k kkt k t / k``a kk k k k k t k k k t k r? k °Pc k k k k s kk k 4kk k t k k k t t t k k k k t k k k t k t k k k k \' I I k k k t kl t k k k k t k k k t k k t k ak • t` �` ` k k k' k t k t k k t k k k k t t k k t t k k t k k k k t t t k k k t k t e- k ti t k k t k t k k kp k k� k 'k " k / \. k I 2 1 k k k k k k t k k k k t k k k k k k k k t t k k t k k t k t k k k k k k k t k k k k k k k k k k k k k t k k t k t k k l k k k t k k t k k a` kk a t k k k k k t k k k k k k k k k t k k k k t k k k k k k k t k k k k k k k t k k k k a k} k k k t k k k k k k k t k k t t k k k k t///�.k k k t k k k Ak t k k k t k k k k k k k k t k k k k k t k t k t k k t k k t t k t k k t t k \ \ > k k k t / k k k k k .k t k k k k k k t k k k k k k k k k k k k k k k t k k t k k t k k t k k k k k k k k I LOT I I II kk k k k k t k k k t t 4 to t k k k k k k k k k k t k k k k II t k k k t k t t k k k \ \ \ I t k k k k t` 4 k t k k k k k k k k k t t t k t k k t k k k k t t k k �Iy I k k t k k k k t k k ` k t t k k k k k k k k k t k t k k k k k t k k k k k t k t t k k t t k t t k t k k t k t t k t k k k t k t k t k t k k t k k t t t t I t k k k/ k k t rk k k t k t k k k k k k k k k k t t k k k ' \ \- 1 20 L I kk 1k k t t li k t k t k k t k t t k t is k k k k t k k t k t t k, \ t k t k t k a k k k k k t t k k t t k k t k /t t t k k t t k / k k t t t k k t� k k LLL4'''k t �Lr.�t `tlk��/�jA fiery li a k A k k k k k t k k k t k k D k t t k t k k I k k V R Yi ♦ ♦/ "\ • ,` k k/k` k k t k t t t k k t t k t t k t t k t k t k t k yyy k k k k t k s t t t k k k k k k t k t k k k e— k k k k t k Q 1 t t k k Ik k k t t t k t k k e t k k k/ k t k k k k t k k t t k k t t k k k k k k k k k k t t k kk r k k k t k t 1 \ I \\ \\ • I LOT k t t t t t • k t J' k t k .k t k t t k -k k tk k t t -k t . k k �� ky k {—t / _ _ �� I� �. k k k k aka k k k k k k k k k k k k k k k k k . • _ I I I' I I I I k k k k. E 0 U N ' 0 up N F-- N� E O j � w U E F •�_ C �D_ UU �M E 0 . °2, E U a s u U .N U U N N In '^ N — a) W a 0 J Ln m ON aOC) 00 Q w Z J > J 1 � J Z J � = O �7 w Z J ac Q oC w CL cn m J Q SHEET TITLE: SITE PLANTING PLAN: ENTRANCE PARK AND DOG PARK DRAWN BY. LMD CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 1 1.13.2019 County/ARB Submittal REVISION HISTORY: No. Date Description SCALE: 1 "=20'-0" SHEET NUMBER: L503