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HomeMy WebLinkAboutSDP201900068 Plan - Revision 2020-03-24GENERAL NOTES OWNER: SPRING HILL LAND DEVELOPMENT LLC 2635 S. BENNINGTON ROAD CHAROTTESVILLE, VA 22901 DEVELOPER: STANLEY MARTIN HOMES 404 PEOPLE PLACE, SUITE 303 CHARLOTTESVILLE, VA 22911 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 090000-00-00-02800 (DB 4571, PG.421) 1776 SCOTTSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL AREA: 13.00 ACRES ZONING: NMD - NEIGHBORHOOD MODEL DISTRICT WITH PROFFERS AND CODE OF DEVELOPMENT (ZMA 2013-00017 WITH ENTRANCE CORRIDOR OVERLAY (EC) & STEEP SLOPE OVERLAY) CODE OF DEVELOPMENT - LAST REVISION DATE: NOVEMBER 8, 2016. VARIATION #2 TO THE CODE OF DEVELOPMENT AND APPLICATION PLAN IS CURRENTLY UNDER REVIEW. 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) DENS/ TY: ALLOWABLE DENSITY PER ZMA APPLICATION PLAN: TOTAL ALLOWABLE MINIMUM RESIDENTIAL DWELLING UNITS: 80 UNITS TOTAL ALLOWABLE MAXIMUM RESIDENTIAL DWELLING UNITS 100 UNITS MINIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 10,000 SF MAXIMUM NON-RESIDENTIAL GROSS FLOOR AREA = 60,000 SF OPEN SPACE.• PARKS. MINIMUM AREA REQUIRED FOR PARKS WITHIN DEVELOPMENT = 3.28 ACRES (25.2') PARKS AND ACTIVE/PASSIVE RECREATIONAL AREAS PROVIDED: COMMUNITY PARK: 1.00 ACRES POCKET PARK #4: 0.14 ACRES POCKET PARK #1: 0.68 ACRES OPEN SPACE A (BUFFER): 0.57 ACRES POCKET PARK #2. 0.85 ACRES OPEN SPACE B (BUFFER): 0.22 ACRES POCKET PARK #J. 0.19 ACRES TOTAL PARK AREA PROVIDED: 3.65 ACRES (28.19 OPEN SPACE) OPEN SPACE TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. ALL OPEN SPACE SHALL BE RESERVED IN A DEED FOR THE COMMON USE OF LOT OWNERS IN THE SUBDIVISION AND NO OPEN SPACE IS PROPOSED TO BE DEDICATED PUBLIC SPACE. BUILDING RESIDENTIAL HEIGHTS(MAX.): BLOCK A: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK B: MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK C. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK D: MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK E. MAXIMUM HEIGHT 50 FEET (1-4 STORIES) BLOCK F.• MAXIMUM HEIGHT 40 FEET (1-3 STORIES) BLOCK G. MAXIMUM HEIGHT 40 FEET (1-3 STORIES) SETBACKS.• RESIDENTIAL: FRONT.• 5' MINIMUM (18' MINIMUM FROM R/W OR EDGE OF SIDEWALK TO GARAGE) SIDE: 5' SETBACK (MIN. 10' BUILDING SEPARATION) & 8' CORNER LOT SETBACK REAR: 10' MINIMUM NON-RESIDENTIAL: FRONT: 10' MINIMUM (25' FRONT SETBACK FROM ROUTE 20) SIDE: MIN. 10' BUILDING SEPARATION & 8' CORNER LOT SETBACK REAR: 10' MINIMUM 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 JANUARY OF 2020. DA TUM: NAD 83 EXISTING VEGETATION: PARTIALLY WOODED WITH (1) RESIDENCE ON THE PROPERTY AND EXISTING GRAVEL DRI VEWA YS. LIGHTING: NO STREET LIGHTING IS PROPOSED WITH THE DEVELOPMENT. PARKING: PARKING REQUIRED: 2 SPACES PER UNIT + (1 SPACE PER 4 SFA UNITS) 100 SFA UNITS = 200 OFF-STREET PARKING SPACES 25 ON-STREET/SURFACE PARKING SPACES TOTAL PARKING SPACES REQUIRED: 225 SPACES PARKING SPACES PROVIDED (MINIMUM (1) DRIVEWAY SPACE + (1) GARAGE SPACE): OFF-STREET PARKING SPACES: (2) SPACES PER LOT = 200 SPACES ON-STREET/SURFACE PARKING SPACES PROVIDED FOR GUEST PARKING = 33 SPACES + (9) ADDITIONAL SPACES FOR THE FUTURE COMMERCIAL AREA. TOTAL PARKING SPACES PROVIDED: 233 TOTAL PARKING SPACES FOR RESIDENTIAL UNITS PHASING: THIS PROPERTY SHALL BE DEVELOPED 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 SITES: PARCELS 1-100 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO KNOWN CEMETERIES EXISTS ON THE PROPERTY. STREAM BUFFERS: THERE ARE NO WPO 100' STREAM BUFFERS ON THIS PROPERTY. ANY STREAM BUFFER 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 SHEET 4 AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY ZONING REQUIREMENTS. RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THE DEVELOPMENT AS SHOWN ON THE SITE PLAN. LANDSCAPING: STREET TREES ARE PROPOSED ALONG THE NEIGHBORHOOD STREETS IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WITHIN SECTION 32.7.9 OF THE COUNTY CODE & THE APPROVED CODE OF DEVELOPMENT & APPLICATION PLAN. IN ADDITIONAL, LANDSCAPING BUFFERS SHALL BE PROVIDED ALONG THE BOUNDARY OF THE PROPERTY IN ACCORDANCE WITH THE APPROVED APPLICATION PLAN. SEE THIS SHEET AND SHEET 3 FOR ADDITIONAL INFORMATION ON THE REQUIRED AND PROPOSED LANDSCAPING BUFFERS. FRONT.• EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER TO BE STORED WITHIN THE GARAGE. STORMWA TER MANAGEMENT- AN UNDERGROUND DETENTION FACILITY IS PROPOSED WITH THE DEVELOPMENT TO ACCOMMODATE THE WATER QUANTITY REQUIREMENTS FOR THE PROJECT. WATER QUALITY SHALL ACCOMPLISHED WITH THE PURCHASE OF NUTRIENT CREDITS. ADDITIONAL MEASURES MAY BE INSTALLED AT THE OUTFALL OF THE STORMWA TER MANAGEMENT FACILITIES TO DISSIPATE THE RUN-OFF FROM THE FACILITY. SPRING HILL VILLAGE FINAL SITE PLAN SDP2019mOOO68 SCOTTSVILLE DISTRICT - ALBEMARLE COUNTY, VIRGINIA , LANDSCAPED BUFFER AREA Il j j OPEN SPACE A II (0.57 ACRES) / LOTLOT 1 33 ' 32 ' 31 ' 30 II' LOT 29 A' BLOCK E ��i OT 1.27-ACRES ^ LOT 34 ''\ / LOT - \I 38T 4RK# LOT LOT AMEN- PACE i LOT 41 LOST 19 - I - I -------- _T ' I j I I I I I I I '❑ I I _ I I �g I � I III I I I � III I I � , III I" I I III I � III � I III I I I (0.14 CES) , 2 ��� '------ BLOCK L _ 3.41 ACRES I 1 . LOT , 26 / POCKET PARK N3 NDSCAPED LOT -- -� AMENITY SPACE 25 IL / OPEN SPACE �' as-' ---- �-� (0.19 ACRES) LOT LOT BUFFER AREA (i0.22 ACRES) 44 I \ _..1VL / LOT I\ LOT r 45 23 L -----_- BLOCK Ci ^$ ae� ILOT E 1.47 ACRES 22 \�. L POCKET PARK q2 ``�-,\ /, I , , \ LOT - AMENITYSPACE ' i 0.75AC &S BLO F "� 21 (0.85 ACRES) - _ - T - \ 20 T� (4 9T ,�-•�-�{\ OT j I `, ,� 15"4 OT 53 OT 52 LOT 51 LOT 50 \ , LOT 5 LOT 55 I LOT L LOT 57 �••� OT5 L __ OT 5 ,II Ali LOT OT 60 16 / LOT 61 . \ T - - - - - -- LOT 63 LOT ' i I 15 L LOT I LOT L13 I LOT LOT � J \� LOT 80 g1 L 84 79 l OT r LOT i LOT ; ( ` j - 11 IL , 78 I LOT r III-' 77 I LOT I 30 I, LOT / LOT L j I 86 �� / 7fi .1 LOT ` - 11- I g I LOT LII LOT ,-\ - a - I I 87 .I LOT I 7 L - ,I , _ � I LOT O 'I LOT _ - i- _. .... - - L LOT I -- 76 I t 1 1 68 _i I 4 OT I BLOCK D I; L 5 LOT I --J 4.17 ACRES -- - COMMUNITY PARK I 7 LOT ;�--' LOT i AMENITYSPACE: (1.00ACRES) I LOT 'I LOT 1 F3 I I 2 II � L r•I __ I LOT 2 F 1 I -- OT it LOT71 I: I 1 I L 01 L-1 - -- -- - - J I I. I. I I RECREATION AREA: SEE OPEN SPACE INFORMATION ABOVE. / BLOCK A ' 0.58 ACRES BLOCK B ___ POCK PARK { 1.34 ACRES -------------------- AMENITY SPACE - (0.68 ACRES) j '/ RIF IMPERVIOUS AREAS: ROADS 2.03 cc. SIDEWALKS 0.86 cc. BUILDINGS 2.66 cc. DRI VEWA YS 0. 75 cc. TOTAL 6.30 AC (50% IMPERVIOUS AREA) PROPOSED USES: L 0 TS: 2.84 ac. -22.5% ROADS (R/W): 3.21 cc. -25. 4% OPEN SPACE. 3. 65 cc. -28. 9% RECREA TION AREA: 2.95 cc. -25. 2% (127, 625 sf) OFFS/TE EASEMEN T.• ALL PROPOSED GRADING SHALL BE CONSTRUCTED ON SITE OR WITHIN EXISTING RIGHT-OF-WAY. NO OFFSITE EASEMENTS ARE PROPOSED WITH THIS DEVELOPMENT. AFFORDABLE HOUSING: AFFORDABLE HOUSING SHALL BE PROVIDED IN ACCORDANCE w/ THE PROFFERS. THE SPECIFIC AFFORDABLE UNITS SHALL BE IDENTIFIED w/ THE FINAL SI TE PLAN. III I I I II II I r� NOTE: A VDOT ACCESS MANAGEMENT EXCEPTION HAS BEEN APPROVED FOR THE ROUTE 20 ENTRANCE WITH ITS PROXIMITY TO THE COMMERCIAL ENTRANCE ON THE ADJACENT PROPERTY. 64 a� SC01 IRS 2�1� RO 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 i EXISTING CULVERT ....... EARTH DITCH CULVERT DRIVEWAY CULVERT DROP INLET & STRUCTURE NO. �f BENCH MARK CURB CURB & GUTTER - - - - - CLEARING LIMITS PROPOSED PAVEMENT T EC-3A DITCH �6- DEPTH OF EC-3A DITCH EC-2 DI TCH 6" DEPTH OF EC-2 DITCH zoo EXISTING CONTOUR 20o PROPOSED CONTOUR 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. (DSCOTT R. C LLINS � Ci Lic. No. 035791 � �0�/'�S'110/NAL 18/20�� E��ti Z z O O� U m LU U) 0 J 0 � cn z LUw w z O I -I w w _ N � L0 00 A M .1 o w W U) \w 0 U U w H- r, w o w a Ln JOB NO. 182157 SCALE ill =80' SHEET NO. 1 SC OTT R. LLINS'' U Lie. No. 035791 ,� ;0 03/18/20 �SS%IVAL E��1 These proffers are part of the requested rezoning and the Owner may not exceed the maximum rents established in this paragraph current owner shall notify the County in writing of the conveyance and { acknowledges that the conditions are reasonable. shall apply for a period of ten (10) years following the date the provide the name, address and telephone number of the potential PROFFER STATEMENT certificate of occupancy is issued by the County for each for -rent grantee, and state that the requirements of this paragraph 1 C have 1.Affordable Housing ( The Affordable Housing Units will be provided in Affordable Housing Unit, or until the units are sold as low or moderate been satisfied. ZMA No. 2013-00017, Spring Hill Village the form of for sale or rental units). The community could have as few as 80 cost units qualifying as such under either the Virginia Housing units and as many as 100 dwelling units. The Owner shall provide 15% of Development Authority, Farmers Home Administration, or Housing 2-- Cash Proffers for Residential Units. Beginning with the thirteenth Tax Map: TMP 09000-00-00-02800 the dwelling units constructed as "Affordable Housing Units" within the and Urban Development, Section 8, whichever comes first (the residential unit for which a building permit is obtained, the Owner z Owner Of Record: Spring Hill Village Holdings, LLC Project in the form of 2 or 3 story townhouses. "Affordable Term"). The Owner of each Affordable Housing Unit shall contribute cash for each new residential unit that is not classified LU o shall, at the request of the Albemarle County Office of Housing, as an Affordable Housing Unit. This cash contribution shall be for the Date Of Proffer: September 29, 2014 The Albemarle County affordable housing policy defines affordable housing provide written reports documenting rental rates and occupancies of p purposes of addressing the fiscal impacts of development on the Residential R 1 to NEIGHORHOOD as the following: Affordable Housing, in general terms means safe, decent the affordable units. County's public facilities and infrastructure, i.e. schools, public safety, be (/' 12.99 Acres to be rezoned from housing where housing costs do not exceed 30% of the gross household libraries, parks and transportation. The cash contribution shall o NMD MODEL DISTRICT( ) income. Housing costs for homeowners shall include principal, interest, real (B.) For Sale. All purchasers of for -sale Affordable Twenty Thousand Four Hundred Sixty and 57/100 dollars Y Y ! Z o ¢ J tenants estate taxes, and homeowner's insurance (PITI). Housing costs forg Housing Units shall be approved b the Albemarle Count Office of pp Y Y ($20,460.57) cash for each new single-family detached dwelling unit. O Q Project Address 1776 Scottsville Road J shall be tenant -paid rent and tenant -paid utilities with maximum allowances Housing or its designee. The Owner shall provide the County or its The cash contribution shall be Thirteen Thousand Nine Hundred U ? m Contact Person Vito Cetta for utilities to be those adopted by the Housing Office for the Housing designee 180 days to identify and pre -qualify an eligible purchaser for Thirteen and 18/100 dollars ($13,913.18) cash for each single family I w Ln Q 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 be o Q a Charlottesville, VA. 22901 Affordable Housing is defined, for the purpose of this policy, as those upon written notice from the Owner that the units will be available for paid at the time of the issuance of the certificate of occupancy for Ln z o - 2 434 531-219 houses affordable to the fort percent of the County population that have hou Y sale. This notice shall not be given more than 120 days prior to the each new unit in order to be consistent with current state law. W L LU household incomes at or below 80% of the area median income. For 2003, anticipated receipt of the certification of occupancy. If the County or I ' ° income) would the maximum affordable home for purchase (80 /° median o } its designee does not provide a qualified purchaser during this period, g the Owner shall have the right to sell the units without any restriction Beginning January 1 2015, the amount of the cash contribution z Magisterial District: Scottsville 9 be $172,000 and maximum housing costs (rent and utilities) for tenants on sales price or income of purchaser. If these units are sold, this required by this proffer shall be adjusted annually until paid, to reflect o would be $787 (50% median income). proffer shall apply to the first sale of each unit. The maximum sales any increase or decrease for the proceeding calendar year in the > UJ Vito Cetta is the manager of Spring Hill Village Villa e Holding s, LLC and will serve i Each Affordable Housing Unit shall be located on a single lot. The Owner price for Affordable Housing Units (65% of VHDA's Maximum Sales Price for First-time Homebuyers). The calculation currently put the Marshall and Swift Building Cost Index ("MSI"). In no event shall any cash contribution amount be adjusted to a sum less than the amount ' f Spring Hill Village Holdings, LLC which is as the owners representative o Sp g g g , shall have offered for rent or sale as provided herein each Affordable The Owner shall convey the responsibility maximum sale price for Affordable Housing Units at $211,250. initially established by this proffer. The annual adjustment shall be the owner of Tax Map and Parcel number TMP 09000-00-00-02800. TMP Housin Unit within the project. g of constructing the Affordable Housing Units to the subsequent owners of made by multiplying the proffered cash contribution amount fort e which shall be the MSI 09000-00-00-02800 is the subject of rezoning application ZMA No. 2013- "Owner" lots designated affordable on the site plans or plats. (C). Conveyance of Interest. All deeds conveying any preceding year by a fraction, the numerator of as of December 1 in the preceding calendar year, and the 00017, a project known as Spring Hill Village. The term as interest in the for -rent Affordable Housing Units during the Affordable denominator of which shall be the MSI as of December 1 in the year referenced herein shall include within its meaning the owner of record and (A). Rental Rates. The initial net rent for each for -rent Term shall contain language reciting that such unit is subject to the preceding the calendar year most recently ended. successors in interest. The "Application Plan", refers to Exhibit A to the Affordable Housing Unit shall not exceed the then -current and rent rate a roved b the County Housing Y terms of this paragraph 1. In addition, all contracts pertaining to a I Q oo Code of Development last revised August 28, 2014. net applicable maximum e pp Office. In each subsequent calendar year, the monthly net rent for conveyance of any for -rent Affordable Housing Unit, or any part 3. Over Lot Grading- The owner shall submit an over -lot grading o Pursuant to Section 33.7 of the Albemarle County Zoning Ordinance, the each for -rent Affordable Housing Unit may be increased up to three "net thereof, during the Affordable Term shall contain a complete and full and controls established by paragraph plan (hereinafter the "Plan") meeting the requirements of this the Owner hereby voluntarily proffers the conditions listed below which shall be percent (3%). For purpose of this proffer statement, the term The disclosure of the restrictions 1 A. At least thirty 30 days prior to the conveyance of an interest in Y ( ) Y p Y Y paragraph 3 with the application for each subdivision phase of Property. The shall show existing and proposed topographic 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. requirement that the rents for such for -rent Affordable Housing Units any for -rent affordable unit during the Affordable Term, the then- plan features. The Plan shall be approved by the County Engineer prior LD Z �M I Y M z Q to approval of an Erosion and Sediment Control plan. No building that will not be served. by a stairway. This area also shall extend accepted into the secondary system of highways or the County N C)p —J ermit shall be issued for any dwelling on a lot where the County from the entrances to the driveways or walkways connecting Engineer determines that the roadway is safe and convenient for Engineer has determined the lot grading in not consistent with the the dwelling to the street. travel. At its sole expense, the Owner shall make the needed LUC11 approved Plan. The plan shall satisfy the following: i) Any requirement of this proffer may be waived by submitting a improvements, if any are required, to the portion of the lot Q building sites proposed streets,e ro� a) The Plan shall show all p pog - radin Ian. If h th over lot request for special exception wit g g p > i--i setbacks, surface drainage, driveways, trails and other features such a request is made, it shall include a justification for the immediately adjacent to the site south on Route 20 that may be the County Engineer determines are needed to verify that the request containing a valid professional seal from a Professional needed as a result of widening Route 20. Should these improvements W J Plan satisfies the requirements of this proffer. Engineer, Landscape Architect or Land Surveyor. In reviewing a require a retaining wall and / or a reworking of stairs, these J Q than 1 inch a scale no t smaller t n shall be drawn to O The Plan bwaiver whether the consider whe c Engineer shall o t the Count En fi e fiver request, Y g q Architectural Review i to a e County Arch tec II e reviewed b the C improvements shall b Y Y p � > 2:c equals fifty (50) feet. alternative proposed by the Owner satisfies the purpose of the Board, since Route 20 in an Entrance Corridor road. All proposed grading shall be shown with contour intervals not requirement to be waved to at least an equivalent degree. L.L Ln greater than two (2) feet. All concentrated surface drainage J) In the event that the County adopts overlot grading regulations This document shall supersede all other agreements, proffers or conditions p � over lots shall be clearly shown with the proposed grading. All after the date this proffer is approved, any requirement of those that may be found to be in conflict. These proffers shall be binding to the ® LLl proposed grading shall be designed to assure that surface regulations that is less restrictive than any requirement of this property, which means the proffers shall be transferred to all future property W ILL drainage can provide adequate relief from the flooding of proffer shall supersede ersede the corres ondin re uirement of this p p p g q successors of the land. Q Ur ILL dwellings in the event a storm sewer fails. proffer, subject to the approval of the Director of Community Q d Graded slopes on lots proposed to be planted with turf grasses Development. WITNESS the following signature: U J (lawns) shall not exceed a gradient of three (3) feet of horizontal J distance for each one (1) foot of vertical rise or fall (3:1). 4. Improvements to Scottsville Rd and Avon Extended SPRING ILL VILLAGE HOLDING, LLC i--i Steeper slopes shall be vegetated with low maintenance 's At its sole expense, the Owner shall plan, design, bond and construct LU e appropriate b the Count vegetation as determined to bY Y the improvements shown on the County approved engineering By. U J program authority in its approval of an erosion and sediment p drawings titled Development Concept Plan, sheet 4 dated 10.21.13 Vito Cetta, Manager control plan for the land disturbing activity. These steeperJ slopes shall not exceed a gradient of two (2) feet of horizontal and revised on 8.29.14 as prepared by Alan Franklin PE, for both COMMONWEALTH OF VIRGINIA Lu ~ 1 foot of vertical rise or fall, unless the distance for each one () Scottsville Road and Avon Extended. The improvements shall be CITY/G Y OF � o vi I I� to wit: LU County Engineer finds that the grading recommendations for designed and constructed to the County and VDOT standards, steeper slopes have adequately addressed the impacts. includingthe design and construction of related drainage, slope and U)d z Surface drainage may flow across up to three (3) lots before e) g Y utility easements as applicable. These improvements shall be The foregoing instrument was acknowledged before me this��+�' ay of ~ i--i being collected in a storm sewer or directed to a drainage way lots. completed and approved by VDOT and the County prior to the first ���b�' 2014 by Vito Cetta, Manager of Barracks Heights, LLC, a J W outside of the f) No surface drainage across a residential lot shall have more certificate of occupancy for any structure on the Property. As part of Virginia limited liability company. 0 � than one-half 1 /2 acre of land drainage to it. this process, the dedication to public use shall be completed at the g) All drainage from streets shall be carried across lots in a storm same time. The Owner shall obtain approval of all road plans and Q sewer to a point beyond the rear of the building site. bond prior to the issuance of the first building permit or first approved My Commission expire I -3 ►-115 h) The plan shall demonstrate that an area at least ten (10) feet in subdivision plat, whichever comes first, to ensure that these � �1� O width, or to the lot line if it is less than ten (10) feet, from the improvements can be completed in a timely manner. The � # I � k Notary Public CV in the street has grades no steeper portion of the structure facing 9 that ten (10) percent adjacent to possible entrances to dwellings improvements shall be deemed to be complete when they are MARGIE K. 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Location -- �� s P ' --- I __--- ,,- _ _ - l I I 20' Va.Tellghore-- �, I - __ __ ' ram... _ - - -�' �r�'' "r I I a _&-Telegraph Companv gravel ��------�-- I i I�- - �� Esmt- --g / D 8 424 P.27 SEE T�SS HI I � EE _ I ' — _ 9—_ - ___AP i - on 0 9_--__—_ _ /SIGN _— _------ ' T�mt-G.�:!�2d'P.279 N06°1519 E -- o I 3 -- --- 5 uegA 3 'y` 1v vv v TMP 00-35Ah I� --_,' r I I VI • ` sl � � I v��� vAA�v` ANG HOLDINGS LLC s gave! vV A \ V D.B. 657 P. 234 PL D B. 10�6 P. 715' - AT WV _..• �' 1 '/ n 'SIG SIGN i�� s A A \AAVAVA�AVAA�'� / �VAAVAVA V� IA _-_Oc - rr --- ., --- C1 PLAN SHEET (MATCHLINE A) I SCALE=So' AH Of, I I of BENC MARK IS BL i I SCOTT R. LLINS'� POIN T-6, NAIL A D FLASH -ER Q I N 3883416.519 - T_) Lic. NO. 035791 ,'.Z�:, E 11481275.577 - - ELEVA ION 649.10 0MH �- 03/18/20 w �� -00 0' ec&e,� P�t4 CAL P le � NjONAL: �1S , / Mp MAI BOX %ra FH j--- - '- I 1 _C M I j S16'40'02"W I 1 a9 L 114 33' (he line) EXISTING hone CULVERT TO � ova-' BE REPLACED v F 1 EXISTING R/W LINE z L o Q 20V�hone o elr�ompny �mD.B424 U CIO Co W q SEE V) U), W4 oft EXISTING CULVERT I I/ / '..'/ '- � _/ - �- - �• - - ' , _ _ _ _ - II I LAN / Q WPale w T(MCB) 0 TO REMAIN I / APPROXLOCATION W = / 50'ACCESS EASEMENT SCALE_So Z C/z LU LUct V) I = - - U ' LU - -- - JOT" I �-------__.��EB --- ��w - 1a RCP ,- �� �<��� TMP90-35PC,IV1 - INV IN' I ,4" RCP--_- - --ots- -- _ Qva HTV -- 51�81_ 1NV OUTETTY LEE PROPERTIES, LLC-ors- --------EXISTING MANAGED _�� r 515.40 o Qo D.B. 4195 P. 182 z ----------------- - - ---- SLOPES(TYP.) ' - ,I\-- D.B.B 976 P 474 477 PLAT - -' ✓� a _ - - - - - - - - 1 ` EL PE 2� Sao` D.B. 928 P. 237 PLAT En Phone _ I _ - fj r r Pole,- b9-=' -- --- .. •'. IF -�O It�VIA1 \\ .ram _-----_- 1 CB' LU i - _ OP LO ` _----------- - -- - - _ --- -- --------- TOP - / T ----- I ' 518.314 _2 oV _ - i�---009-----------009---- - w - -� 0 m� r - ---------------------- - - --- _ _ ML I - 'S '02� --- --_ - 1 -- --- o�` I TMP 90 18 — --__LU -- ,-I WENDELL W. WOOD _ - -_ _ Q ,Ln-I - _ D.B. 1727 P. 674,677 PLAT � - cn S D.B. 1707 P 582 O D.B. 1571 P. 245,246 PLAT i i ,--I / - ------------- 09 ' Q �- I - I T J - EXISTING MANAGED SLOPES (TYP.) TMP 90-35 - - DUANE E. AND ROWENA - -�; ' M. SNOW TMP 90-27C - - _ _ _ _ _ _ _ TMP 90-28 D.B. 702 P. 792 / SPRING HILL LAND D.B.'657 P. 234 PLAT MINTER, JAMES T. - -- 065 DEVELOPMENT LLC \ ORLISAA. D.B.4571 P.421 — -- -- --- -- --- -- — - -- — D.B. 1149 P. 133 D.B. 205 P. 22 PLAT D.B. 629 P. 616 PLAT I _ - _ o H.W.P.B.1 P. 35 PLAT / - - D.B. 554 P. 441 PLAT ® o H.W.P.B.4 P 146 PLAT / VERY DENFE �r0,FTANON ioe5 EXISTING MOBILE -',- HOME TO BE / / - / REMOVED \ STEVEN W. AND BETTY _ TMP 90-27B --- - _ - � C. JOHNSON Z D.B. 1026 P. 715 - / D.B. 629 P. 616 PLAT mobile home 1 --- EXISTING TREELINE(TYP.) __-- EXISTING OVERHEAD EXISTING SHEDS POWERLINE AND POLES TMI TO BE REMOVED TO BE REMOVED RON D.B. 471-9_P. 402 / D.B. 4473 P. 48 PLAT N D.B. 440 P. 198 PLAT - - rn 9.5'x8.4' vn13.8'x15.5` EXISTING GRAVEL v o N° _ Metal Metal DRIVEWAY TO BE v _ FadPipe shed shed REMOVED gravel ------ N.E. of one - %i PoleElecI� - 540 IAr ------- - Pole ovs --------�---------- W/9uY � -- P - - - TMP 190-21 A - - - EDDIIE LE AND I - 1 Story I MINNI' LE BESTI Frame & Rock LIF S AT #1776 trom'c EXISTING STRUCTURE o shed D.B 28 P. 453 I TO BE REMOVED I 20 . T 264 TMP 90-27 TIVIP 90-26 EXISTING STRUCTURE Oi I `� I ---' ROGER SCOHICKEDANTZ TO BE REMOVED STE ENLEVINE-ANDI -- - I — SHAWINNA PLEDGE I �� D.B. 1244 P. 461 r - D.B. 1O. O.B. 12107 P. 388 =} D.B. 629 P. 164 PLAT I D.B. 530 P. 164 PLAT NOTE: EXISTING OVERHEAD LINES TO BE ' P.!588, 590 PLA ; EXISTING STAIRS TO RELOCATED UNDERGROUND AND THE - - I BE REMOVED ASSOCIATED POLES WILL BE REMOVED ,� EXISTING MANAGED -------- SLOPES I I o� (TYP.)— - GRAPHIC SCALE _ _ _ _ __ _ R V' EXISTING DRAINAGE EXISTING EXISTING PAINT LIMITS OF PAVEMENT - - - GRAVEL g2ELM45 o' STRUCTURE TO BE ROADSIDE DITCH LINES TO BE EXISTING EDGE OF - - 50 0 25 so 100 00 DRIVE I r PAVEMENT REPLACEMENT/ \I =_=Y 558.65 48ELM5 ASPHA �- ' REMOVED WITH PAVEMENT OVERLAY I - _ 558.24 ' REMOVED va Public Y �� n rax . -- E-It DRIVE `m ervl e smt. TURNLANE _ BENCH MARK IS INVIN ±s5o i4 -- _ � „ P.30 � EXISTING DRAINAGE FULL OF DEBRIS = Tv - - _ - - FOR SOUTHBOUND _ Pole IMPROVEMENTS - - - - - - - - - - - - - - LANE - - - - - - - TO BE pp Vfmm&c ROUSED IRENE IL 'E GIS STRUCTURE REMOVED \ F ; - - - - - - - - - - - - - - 'Fiber p ( IN FEET ) _ _ v � � _ - -. --- OHE OHTV pflQpe__, _ _ _ 340 - 1N CMP _ 'F-�----------- ------- I1vV IN ------- 1 inch 5 ft. - _ ,." -- -__ '----- -- -- -- --- - ---- - - - --- --- -- e C �b�-- --- -- - -- ---- -- ---- �°-U�c.8CP1LOne_ < � �, E 188 '334.683 - 551. 8 _. _. \o�� w2 -- --- ------ Pole -- ale Pole Poe - - - ----- 11 ; - EXISTING CURBING 5sa.oa -------------- - - ELEVATION _ -- - ----- --- - --- - - -- -- -- --- % - - - - - - E E 27 7* TO BE REMOVED O H 1 �. IF n------------------. __ - - -_ - - _ �/ , S33°54'37 W 318 98' Ir' �3 ° /P � EXISTING DRAINAGE 00 w Sso ✓ / S33 3d'20"W 246 36 ------ TOHro oHE _ TO BE LU = --+ -- - -- �- _ Z LA - - - - " — ; � I � � _ � • - II � --- - REMOVEDRE � v1 �s-0 ---- - _ - ' - ❑° MAILBOX --- - - - i _- _ _ -- -- -_ - - -_ ._ - - _ _ - _ - -- -y _. -_ -- - _ - - __i 1Z'RCP ----- c� ,r : -. - INV IN - _- -- - - ,' F o : INV IN o _ _ ----- - _- = - - _ TE _ -- _ I _ -1 —- 1 -r `'�� � �. _ 1 i 522.5 � I-PED � - LU W hIr OHry O l7 - -. - ----------- --- -- -- - - -- - - - 55287 � MAILBOX -- -- / - - _ - ---� =_ F un SIG MAILBOX v ❑ - - _ TOP (LOW Pof T)- - - - VOUT±54965 ' <c --__ � ------ MAILB X' / - --- LL OF DEBRIS m �_ oHroHry - - _ _ — oHTOH INV OUT551I 9 -7D - _ _ --- ---- - - --- ---- - - _ -_ - _ - - - TIMBER _ I -_- 530 _ z- FULL OF DE RIS oHTo� IGN - WALLPole,- _ - 2c� _ _ _ _ - OHT OHTV 55a_ - - - - m Phone r -- - ------ o _ ', f� MAILBOX o r- a , = 527 0 ' 1 1 C P/ a27�2T _ ------ 1 I T�/IP -21 E r 0 PF VDH. Aproxlmcte -�---- r J _ 2003UT ' j) _ r - ----- Q 90 ` 1 MON. Vc Public Service F,,ni' Aprox. 10' VEPCO Esmt. VDH ---- \------- - - -- —_----- r MI LEE AND I I I EXISTING - MON _ ENNIE�LEEBEST m I F D.B.462 P.116 -- _ -- \---------____ -- ----_- - -_ ?1 P ;n EXISTING DRAINAGE I NORTHBOUND LANE I � D.B.288 P.80 T LIFE`ESTAFFE I TMP 90 21 D I a TO REMAIN \, D.B.3716 P. 243 I. I STEPHE NB HENRY / JERRY LEE AND LIMITS OF PAVEMENT STRUCTURES AND �_—y�_ --- P 90-21 N TMP 90-21 H -- \, ' TMP 90-21 H f - _ - DEBORAHB€ST i�'o I WI BUR{R.ANDE' M. N s REPLACEMENT FOR <o--------- --- - - I I 137 w RY l TMP 90-19 DOROTHY B. HUNT ZQ - CULVERTS TO BE DOROTHY B. HUNT �� �97��� ' I � NEW DRAINAGE PIPE REMOVED J o o D.B. 325 P. 367 PLAT D.B_2$1.6 P. 2 IkIIFFLETT Q \ oQ� -520- ` -szo- _ _ D.B. DI.325 P. 367 PLA I I D.B. 19 4 I' JULIAN P. BATTEN, JR / D.B. 3D2B9 P 168P73 PLAT 91 CROSSING D.B. 3289 P. 68, 71 PLAT I z a _ _ - slca _ I D.B. 338 P. " 6, 37 PLAT � P. 718,' P AT D.B. 1717 P. 33 �° _ --- - - _ I I � D.B. 1717 P. 31 I 5 I I I o D.B. 1350 P. 226,227 PLAT D.B. 1350 P. 226, 227 PLAT �h$ I\ \ D.B. 1350 P. 226, 227 PLAT c� - - - / - - - - - - �m --- -- V) z 0 0 z O v '' 0 z_ L I X LU LU r' LU d JOB NO. 182157 SCALE 11' _ 501 SHEET NO. 2 EJ TMP 90-26 STEVEN LEVINE AND SHAWNNA PLEDGER D.B.2197 P.388 D.B. 1658 P. 588, 590 PLAT i °p MAILBOX LANDSCAPED ocation BUFFER AREA i OPEN SPACE A r -0, Va.Telephode / & Telegraph Company (0.57 ACRES) Esmt. D.B.424 P.279 r+ o7 —1 r \ - —- -- -I -_- I I 1 io'xz6 II II I TMP 90-33 �� % r' v '' zOk1s PORCH PORCH PORCH III I' JEANNETTE D. SMITH /'/ / -�' ' 1 11 LOT PORCH LOT PORCH LOT LOT LOT III D.B.4254, PGA18 i'; +G vI �r � 2� ;- III. OT QT LOCK E � Aprox. Location / ,/ P� ' - 1.27 AC, L - - - t7 20' Va.Telephone sl o & Telegraph Company \ .-+�O�,d Esmt. D.B.424 R279 1 Q. F i i o'xz6 zze z°xis' \ 1 LOT PORCH PORCH ao xi6' \ \ / • t PORCH PORCH i OT LOT - -o- �'• r -AM NI AREA#5 li 1 LQ� , 1, ENT A CE PAK (0. 4 CRIES) o SI `a FH = / iV ° • —I, — —' ._ TYR Lu �j � f 'SIG V W� ��'i�i L[�r F DAPHIN \ PROPOSED DRIVE F -- OSED VAR, WIDTH P 4 P✓! . x UBLICSTREET `7� - // � � °e> � � ' BLOCK C I ' ' = I 3.41 AC I LQ7i LOT _ AMENITYAREA44 DOG PARK ( 11 LL�iT 2 0.19 ACRES) y / 43 SEE,LANDSCAPING Pl,yN L4f p 0 FOR DfWN0F L BUFFER AREA 44 L ° DOG PARK LOUT L UFFER AREA i t a � x NDSCAPED F �a O ► a 4 o, 43 L i c ' 46 L@i6T Q --- O�R ROUTEAY DEDICATION j \ 46 47 4 T LO(fOT L 742IMPROVEMENTS — - I BLOCK G 8 O 0�14T I 1.47AC � -- I A -A \/-- - ------------- -- - L ----I-----�---- L�RT i -- �0 yl � AMENITY AREA: #3 �` _� — e e LOCK-F------ II - — 1 9T L 1 I GREENWAY PARK _ - - 75 AG oxii no'xa6 io'xa6 L _ 1 '.�'I PORCH PORCH - r 0.85ACRES - \ I �11 ( )I1IPORCH IPORCH FOR DESIGN OF SEE APING PLANAY PARK ' 'i PORC I L 54 L i LO C$$ L 1 LO b '* L&QI 63 5 5 5 L r 55 54 I I 1 O \ P 1 T � �' y 1 1 75 LET CAR s P cH P LOT/ 56 ° , . G17 7v) yo>"+6 o CH \ „ t I I I I I I I 1� zzxzo LN. 1 I I i e I e 0 : d 60 39 ; ''1 'I�'_--� �I _ I 1E16 IL _ — -- I � LOT ` �'"- - I �------- ----- I LaT 61 e 3 e I LOT e - �r AWA- o ` ON - EET _ I t. _ 5TR , 6z _ I - ON - PROp05ED- LIEPfT I GAR GE I 15 zxz°'IMiN. LWT 1L4* II L- -ii LOT LOT LLu LOT82 8 / �v LOT LOT LET J 64 LOT 86 8� I 122 L Q 79 -- -- -- - - -- - LM j -- I -----I --------- --------- ------ -- I qq I I GARAGE l,. � �. �, LOT 1 �— I � III 1h1 L LOT (f4P.) / �8 ---- - - ---- 3z'xzo'MIN. ' � � •' .' I I . — — — — — 1 I 6§ �� ZLu s� _�_----- � LOT w - ---- --- Ln I I GARFIGE III jr ;i LQy.yT/��f ATM ) i I I iLIJ l2'X 'IMIN I LOT ! � �� LOTInI I 66 h ----- , II 99�c L TIE EI EI I �LOT _ Aw 8� 67 \ i II % a .I � • I CL -------------- . �I ------a I BLOCK D > LOT I lY LOT EIP EJP �§ I 4.17 AC o ------------ I 68 24, - GARAG t I - - -- TMP 90-27B _ F c F C ATVP�E AMENITY AREA #1: % 2 I � I STEVEN W. AND BETTY C. JOHNSON _ 1' I �z'xzo'MIN. LOT I COMMUNITY PARK \ LOT r CL D.B.1026 P.715 GARAGE 4g' (1.00 ACRES) GAR GE >_ I D.B. 629 P. 616 PLAT LOT TYP.) R/W{R/W �� I SEE LANDSCAPE PLAN FOR DESIGN / \ :x o m ~ Lu nz'xzo'Mw li I OF THE COMMUNITY PARK - J 69 p - --- _J 9' Lw r Q (Ty 44* 20.5' -- i LOT I L@�T r- BI -Bl I' I I 'I I LOT I : ? II ` , �/� I I ! - 3 3 ----------------- I LOT I LIN. RIW-R ----------- I z2 ---- -- I I li �2 ffl/lf LIT r I L L� - - - - - - - -_ _ - - - - ------------------ I n I 27 -------- 'EDDI D Izi IMINNI L. EST I _ - - - - - - - - - - - - - - — - - - 1 _ a v LIFE E T TE W s LL y W I $ERWYN LANE .B. 8 P. 453 TMP 90-27 I � I 2 LOT 1A PROPOSED VAR. WIDTH PRIVATE STREET e w v I P. 264 L T ROGER SCHICKEDANTZ e _ 9 D.B. 1244 P. 461 t- O D.B. 629 P. 616 PLAT D.B. 530 P. 164 PLAT s3 s6 i ,• (TYP,) 'c - (TYP,) 7 / L-J L-J �J L-J L-J L1J L-J L -J / I L-J�L -J o L-J L-J�I--� > ° L -J �E� L-J L- -J -- -- - ----- ---- i 1 1 I �tx i �_ I I az• I l i El 1 LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT IL®fi _ LOT BLOCK A I TMP 90-27 84 8§ 86 87 88 ,. 98 gi 92 �4 �� @6 97 98 �� loo 36' l j I I . LOT1A I -- - _----:.. N /C-F/ i 0.50 Al.+ li I L ROGER SCHICKEDANTZ --- -- -- D.B. 1244 P. 461 R W a I I / D.B. 629 P. 616 PLAT ■ { ■ ." F R/ryy ' D.B. 530 P. 164 PLAT - I i RIGHT OF WAY DEDICATION I II AMENITY AREA#z: I LINEAR PARK FOR ROUTE 20 IMPROVEMENTS I ' � I I I BLOCK B (ANDS ACRES) I - -- - SEE LANDSCAPE PLAN ------------ - ------ _FOR DESIGN AG-- - -4- 4 -- --- -- PARK - I m w I ' w Ln I TMP T 0-21E I QEDODI )LEE AND i I MINN E LEE BEST LI E ESTATE I LLJ , D.B. 716 P.243 I D.B. 3 . 67 PLA z _j 2 I ' Q I I C , I ------ ---- - - •°e 1 — SIGHTDISTANCE=66g_ _ _ _ _ _ t IL T.S. RT 20 (80') SCOTTSVILLE ROAD 55 MPH HWPB.1 PG.354 ~ MAILBOX SIGN �� ElMAILBOX MAILB X - ♦ ~ '�► TM 90-21 D I� 1 LO F3Y ((1)) LEE AND D BORAH B. BE T TM 90-21B D. .767 P.332 g) D. LAT i ST HEN B. HENR LOT 9 21F ' D.B 2816 P.287 I I I &W D.B 338 P. 36, 37 LAT I WIL R. AND ' EVA HIFFLETT P. 718, 720 PLAT I I , i I I I I I M TM ANG HOLIDINGS, LLC D. B. 1020 P.715 D.B. 657 P. 234 PLAT VERY DEINSE VE'�E l ATICiN TMP 90- DUANE E. AND ROWE D.B. 702 P. D.B. 657 P. 23� NOTE: THE SUBDIVISION PLAT FOR THE PLATTING OF THE RESIDENTIAL LOTS SHALL BE RECORDED PRIOR TO THE APPROVAL OF THE FINAL SITE PLAN. ALL UTILITY EASEMENTS FOR THE WATER LINES AND SANITARY SEWER LINES WITHIN THE DEVELOPMENT SHALL BE PLATTED WITH THE SUBDIVISION PLAT. RECORDATION INFORMATION: THE SUBDIVISION PLAT FOR THE PROJECT IS RECORDED IN DEED BOOK PG ALL ACSA UTILITY EASEMENTS AS SHOWN HAVE BEEN PLATED WITH THE SUBDIVISION PLAT. NOTE: THE WATER AND SANITARY SEWER DESIGN FOR THIS PROJECT IS CURRENTLY UNDER REVIEW AND APPROVAL BY ALBEMARLE COUNTY SERVICE AUTHORITY AS PART OF THE ROAD AND UTILITY PLANS FOR THE DEVELOPMENT - SUB 2019-00158. THE INFORMATION SHOWN ON THESE (2) UTILITY PLANS IS CONSISTENT WITH THE ROAD AND UTILITY PLANS FOR THE PROJECT. BENCH MARK IS CHARLOTTESVILLE GIS ROUSE-SIRINE STATION 105 N 3882993.340 l E 11482334.683 ELEVATION 527.7t TMP 90-35V RONAYNELLC D.B. 4719 P. 402 D.B. 4473 P. 48 PLAT D.B.440 P.198 PLAT 50 NOTE: THE PROPOSED PUBLIC AND PRIVATE ROADS AND THE ROUTE 20 IMPROVEMENTS ARE PART OF THE SPRING HILL ROAD PLANS - SUB 2019-oo158. THESE ROADS AND IMPROVEMENTS WILL BE REVIEWED AND APPROVED WITH THESE ROAD PLANS. THE INFORMATION IS SHOWN IN THIS SITE PLAN FOR REFERENCE AND IS CONSISTENT WITH THE ROAD PLANS. GRAPHIC SCALE 0 25 50 100 ( IN FEET ) I inch = 50 ft. — _ --MAILBOX /oSIGN ~-----------'------ MAILBOX - __ ___ MAILBOX ------------ ]] ------------------ -- -�- -- _ ; ------------------- TMP 91-19 - P. BATTEN, JR. \ �--� - -- _ y --------------------------------------------------- _ - D--- B 7 .B. 1717 P. 33 D.B. 1350 P. 226, 227 PLAT I TMP 90-21H ` \ TMP 90-21 H TMPDOR90- 1 I D \ \ _ \ B. HUNT I B. 3289 .HUNT D.B.1717 P.68,71PLAT D.B. 1350 P. 31 \ \ \ 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 �' SCOTT /R. CT?LLINS Z U Lic. No. 035791,l, 0 03/18/20 �SSIONAL Z O Q_ J I Q I s2 � L) � � I m 1 W z (n J O Ct) Z I � I W m w o Ln oo Q � � M - O 'Y *y J J IZ� 200 mmi ui J a I u z Q J a_ L1J l!1 J LLJ O I- w w clf _ JOB NO. 182157 SCALE III = 30' SHEET NO. 3 BLE ENWAY 1 GRE H ACRES PARK -- - - BABA - -BABA - � • _ _-- oxi6 PORCH PORCH -I PORCH I PORCH \\w nlil 6 , NUMBER LOT (SF) AREA AREA(SFE NUMBER LOT AREA AREA ASF) I - - -� ) ♦! 6� --P PORCH -,L - - P - mII `°I LOT LOT LOT I vII 1 2,864 1,518 51 1,824 1,388 1 - - - SEE LANDSCAPING PLAN ■ 22 Zox1 PORC I _,I �T i LOT;I OT LOT I NCO 2 2,006 1,263 52 1,797 1,358 e e 40 R PR oRCN �/ II it it 00 53 00 5 �I m 5- �I O ��� o II 18 L FOR DESIGN OF GREENWAY PARK �/� ■ 5 PCB 1°x16 e°RCN '-I i 2 ,I 1 ,� 0 5 r-, p _ ,x16 P LOT 54 02 0? °° -�- PROPOSED 6- ��� �o of 6 GARFIGE _ 4 1,552 960 54 4,300 3,028 1 w/ HANDRAILS SEE GRADING SHEETS FOR 6 poR�N\` LOT ` 56 55 °�I CHL I E -SEE HE T 5 i PLANTING STRIP i1 I LOT N w 3 1,571 978 53 2,128 1,310 PROPOSED SEGMENTED RETAINING WALLS 1/ I l II FINAL WALL HEIGHTS AND DIMENSIONS TYP. 33 e -I-d �' 0 I(TYP.) e � N �' 57 , -� I� d' I I N c� I I , � I I I I I ��� I I I I III I I• I. 1] Pz'X o IMIN. � °o 5 2,700 1,366 55 3,326 2,686 0 1ox16 OCY LOT x =, D, ,I SPEED LIMIT SIGN_ I I o'L CH II o_ NO PARKING 6 I PROPOSED m l I--- SIGN TYP _ 6 2,654 1,321 56 4,060 2,840 '� eoR OT 5$ o v ( ) LOT Q 7 1,853 1,113 57 4,091 2,871 es. , 1 � � z ,_-- I I � PT\ +20. I I i OPEN SPACE , I �� �` -� I - � FRON `�5 45 � 11 �� 16 n, I 8 1,465 873 58 3,355 2,714 I o LOT 59 i I - - - STREET \ (1.07 AC) �� O� 60, r -� °° - - - 22' 28' SIGN (TYP) 9 1,450 858 59 4,217 2,992 i I � ` �' d' I` � � I I I --- 2 . • � STOP �y J�� N- v �I _ - - 22 �� P 10 2,459 1,182 60 4,228 3,009 i I LOT �9����` I �,-'� + _ _ - 2 2� ° - �� Q L�i�� ii ��� ,° SIGN (TYP.) 66' - - 11 2,436 1,159 61 3,393 2,753 ! I 6i �(�`� Z 2 r ° _ �� �� 0 �'� PROPOSED NO PARKING Ln 12 1,773 1,033 62 3,447 2 806 ♦ f �2 _ J 2 +o0 15+5� ----CG 6_(TYe) 16+0o SIGN (TYP) -I +BABA-- 17+00 17 53 \ -- - - - � N 13 1,421 836 63 5,218 3,745 �� , , I 5 -� -- x I i ' f � 10>, � ♦ \ / 2 Y 1 _ � PROPOSED ST P BA TR YP. �� 16+5 STREET ET o 14 1,422 830 64 4,710 3,424 I o ,' LOT ` A o PROPOSED 6 Y W _�eI 512 R (TYP.)----__ I LA_ _ ��Ip I SIGN (TYP) o 14+50 �O �- TREET BABA d z , 15 2,749 1,094 65 3,654 3,016 62 ♦ ,PLANTING STRIP - pUBU�CS 16 2,846 1,134 66 3,380 2,737 I ♦ o �p - PROPOSED 49 -- e 2s'f� �� ti� - - 42 - - - - ,0 - - a� 17 1,770 1,030 67 3,854 2,688 �° 1 ti4 /- BABA-- � �,�. LOT v°�� I �"��� . � �- - � ° � ` - _ � ° 32' 18 1,416 824 68 3,841 2,676 i i �� - - - - -- � o 32'_ - -- --- -_3 i o o _ - I LOT GARAGE 6 , 19 1,770 1,030 69 3,241 2,600 3 R� / _ a, y - 29_---� 18 ++ o° (Ty 20 1,416 824 70 3,245 2,605 1 �� / xlo' 4 '_ _ - (TYP.) + i = 15 12'x20'LIN. 21 1,770 1,030 71 4,308 3,026 \< - - S STOP SIGN (TYP.) � o 22 2,301 1,081 72 4,582 2,970 i A / .� U PLANTING STRIP --- --- o �� i 2 LOT \ i' (TYPICAL) --- PROPOSED 1 E/PEP 14 L 23 2,301 1,081 73 3,383 2,743 � I i PROPOSED 6' ���"� �� '� � 11 Iill IIII z � III CG-12 (TYP.) r 1 / i - - - I 24 1 770 1 030 74 3 364 2 724 -■ � • � - 6 � ��� ■ ■ PLANTING STRIP % o L ¢ 25 1,416 824 75 4 376 3 169 1 i---- ��'� ■�� ■� '�� - I - o t ioo �i ' ,r 10 ,� 1 T m - -�' ° i � 1 I- I o II 11 I I j -- ____-__-_ - --- \ �� p0�� / C9� I_ 2 13 w 26 1,416 824 76 4,458 3,389 I 1 -- -- x o �i �.�, 9 ENO PARKING 1 11 I� II 11 m a I 1 - -- I � y� � ,y + �A c I I I I ao I F/CTF/C 1° W I 27 1,770 1,030 77 3,732 3,090 I �o. J F Q SIGN (TYP) LOT III LOT I 0l1 6 Q ¢ 28 3,728 1,823 78 3,627 2,984 LOTS " ,,�y �� LOT LOT g I I { ° I NI LOT wl 0 J ��-- ; 82 3 I�0 1 4I �� _jI � �' Q NO PARKING LOT 80 8i I + 12 01 29 2,210 1,342 79 4,084 3,012 ! I 64 SIGN (TYP) `, '! I I i ° o ;`I ----BABA-- - - - - f 30 1,792 1,351 80 4,016 2,874 79 6 o_j --� - - BABA BABA PROPOSED 6' LANDSCAPE AND 31 1,798 1,357 81 3,384 2,742 --- I NO PARKING i LOT _ b i I 107 - -- / MAINTENANCE EASEMENT (TYP.) SIGN TYP 0 - 00 32 1,852 1,409 82 3,377 2,736 GARAGE - ( ) 00rq 11 N LOT o 33 2,947 1,828 83 4,665 3,002 ev I LOT (TVP.) / �, xc0°6:.;�_BABA - - 42' I �� �w Ij I ,y x �., 8 _ _ BABA 34 3 082 1,874 84 2 156 1 312 �iz'xzo' M1N. /� "� y y ] z' 32 �- - - Z 66' _ - 65 M /��. ay 36 _- 3 iQ - -,SIDE SETBACK 35 1,764 1,323 85 1,281 961 -- / +�o A� cF � tit - - - i w LI - 5 BABA- BACK_ _ _ . �o, LOT Q� _ _ 0kD 36 1, 715 1, 77 �� - - - un �- 274 86 1,282 962 `- % ��, - --BABA-- v I ° - 37 1,713 1,272 87 1,605 1,204 i 105' --__- - - o i� - i� LOT GAR GE N F, i I 6' PLANTING STRIP = �P L -__-- -- u ,� (TYP.) '� v, ° ` 1 10 o 38 2,854 1,902 88 2,176 1,303 N 1 LOT �, (TYPICAL) p PROPOSED SEGMENTED RETAINING WALLS \ m P2'x2o'LMIN. I 39 3,001 2,042 89 2,170 1,328 I LOT y - ' w/ HANDRAILS SEE -GRADING SHEETS FOR- 6 ° vl i / M 6 FINAL-jW ��-� HEIGHTS AND DIM PROPOSED LOT 6 -- A7 40 1,841 1,396 90 1,609 1,209 Q1 66 -- "� °° ° \ ] E/ E/ m o o ti SWM FACILITY �o 41 1,790 1,350 91 1,288 968 I /1 + - ,' --- z 9 L 42 2,251 1,59 92 1,288 968 uwil ==.8� -_- -- - - ,� - � _--_ - ... --- - - Q im - - - -- --- �0 - 6 i a -PROPOSED l S'S� �`� \ LOT 43 2,508 1,601 93 1,612 1,2 I j - 5' O�c �/PROPOSED 5' o 0o 44 1,875 1,434 94 2,178 1,334 �I LOT CONCRETE SIDEWALK S'S�O� FT ,5� Q CONCRETE SIDEWALK 0 0 8 * L - 45 1,848 1,408 95 2,182 1,337 ! °I 6] �, ry SFT �� �� BABA PROPOSED �I+ 11 0l 7 i� N 46 1,869 1,428 96 1,618 1,217 i �, O1I BgCK TOT LOT AREA Q �, I LOT Q o 1 I ----1 PC: 1 + •157 ' 11 / p Im N v, 47 2,474 1,573 97 1,296 974 i , ---- - -------- - - - w-------- 20, - - - - - - - s / ] F- of - BABA-- ` b -- -, ° a1 48 2,383 1,494 98 1,297 975 i - I- - I ® Lq - , I - - ----NO PARKING- °, I ---I �� 1 i it 71 F Lu 49 1,798 1,358 99 1'623 1'226 I -BABA 97-BABA-- SIGN) i eoI LOT i ml BLOCK D - - -- -- --- - - --- - > i1 �_ LOT 6T ao _ (TYP) - ° 50 1,805 1,365 100 2 117 1,325 i _ _ _ _ - - I _ 1 I 2 �I 4.17 AC o� LOT -- I E/P E/P 1 75 PROPOSED co I---- - Jo N - BABA ---- 99 OPEN SPACE PROPOSED SIGHT o } o ry 72 68 I� •• -- - 1 ,m - z1 I 1 � -- -- -- - - -I - DISTANCE EASEMENT ;' - I -60L ----------BABA-- I I; 24 I GARAGE AMENITY AREA #1: (1.00 AC) -- N TMP 90-27B _ _ F c F (TYP.) STEVEN W. AND BETTY C. JOHNSON I r = - - __ -- I- / /C 1 i i _ I COMMUNITY PARK PROPOSED �Q N, bo o N iz'xzo' IN. LOT 97 - GAZEBO cn 4 QO LOT GAR GE - a_ N �� GARAGE 49 = NI (1.00 ACRES) �a ��� ° 1 D.B. 1026 P. 715 I --�- 74 m Q II (Tv .) H W D.B. 629 P. 616 PLAT I i LOT Q (�P) Q � R/W R/W it SEE LANDSCAPE PLAN FOR DESIGN i �� Q 5 Pa'x2o'MI -- JI I 12'x2°'MIN, C ° 1 100' OF THE COMMUNITY PARK ��, -, _ J - PROPOSED 6' WOODEN PRIVACY Q ` mI I 6g '�--I �.' +- BABA BABA - __-� _ I 1 11 9 � �� LOT74 FENCE TO BE CONSTRUCTED F- `� = FIRE PIT PROPOSED 6' 1° ALONG THE PROPERTY LINE ! w I 7� 1 ACTIVE RECREATIONAL i �-I � OII � I ! I AREA PLANTING STRIP � 1 i l(TYP. !+ * � � � 205' X I - I N 1 GRASS ATHLETE FIELD iQ LOT i N PROPOSED + �i 33.4 LOT75' F_ m CG-6 (TYP) - PROPOSED LOCATION OF MAILBOX ( ) I - I o A o LOT "I'r it 73 i KIOSK FOR CENTRAL MAILBOX LOCATION 3 PROPOSED 5' rn7o m . _ _ ---__100- CONCRETE SIDEWALK 76 F_ t - I PROPOSED 6 LANDSCAPE AND o GARAGE 1 PROPOSED 20 LANDSCAPING AND NO PARKING 1 LOT # ° - - m' STREET MAINTENANCE EASEMENT TYP. PROPOSED o •@- ry ( ) o 0 _ MAINTENANCE EASEMENT TO BE -I_ II - ) NOTE: SPEED LIMIT SIGNS WILL BE SIGN (TYP) I h e �'" SIGN TYP 1 CG-6 (TYP) -- PROVIDED FOR PERIMETER I 97 BABA- - - m o I m (TYP) (I REQUIRED TO BE INSTALLED UPON ' 2 Pz'xzo'IMIN. LANDSCAPING BUFFER I "' L T REVIEW DURING CONSTRUCTION , 79' Q STOP o- I . - - ]2 rn LOT SIGN (TYP.)' `� 1 BY VDOT TRAFFIC ENGINEERING PROPOSED Hil �[LOT _ --- SIGN TYP _ _ 1 N O NO PARKING CG 12 (TYP.) �° L °0 � i I_ - ° � • I � . STREET 71 PROPOSED m \ ) „ �\ -- - ° SPEED LIMIT SIGN SIGN (TYP-1 I'll) a NO PARI<INGI CG-12 (TYP.)I di�Ill A ao - - - - ----Elf= _=_____ -I- - � o :po SIGN (TYP) - BABA BABA- BABA- I I!�[fit • - - ` -------1----------BABA-- h ��� --- _ / 9' i ♦ a STOP PROPOSED OPEN of 1 ti _ SPA 9 --BABA-- - - - 16 YP. v 5� �, SIGN (TYP.) CE (o.oz �4C o ( ) _O�o ; n S roe '� n ■ ■ �, I I PROPOSED VDOT STD. BARRICADE - SIGHTDISTANCE=z8o' -- ~ • 1 0 - 10+50 0111+00 a 11+50 - 12+00 12+50 13+00-------------1T+5o_ _ 14+ao ♦ 14+50 + STOP a 5 9 - w r^ - - - - rn SIGN (TYP.) - w 15+50 1 2 - N N -0 . TMP 90-27 BERWYN LANE STOP �I ° d .: - -� N a p LOTIA w SIGN (TYP.) 1 +00 0 ROGER SCHICKEDANTZ pT w r. I PROPOSED VAR. WIDTH PRIVATE STRE ET z 3, D.B. 1244 P. 461 �o (q� 2 ' _ 16' 16' - -20' - - 20' 2 ' 20 16' -16'- - 20' - - -26' 26' - - 20' 16' 16' 20' _ 26' N h j U } / '� STREET (TYP.) ~ D.B. 629 P. 616 PLAT I -J - ---Z-- _ _ _ _ _ BABA BABA -- - --- / D.B. 530 P. 164 PLAT PROPOSED 5' PROPOSED �3` - - - --I 5 FRONT" - - - - -i6' - -I i ro °.' SIGN (TYP) ao i CG-12 (TYP.) (TYP.) ¢ (TYP.) CONCRETE SIDEWALK ETBAC I Im IIS SETBACK I I I I I I r ° �,,, / • - ; i PROPOSED 6'LANDSCAPEAND o H NO PARKING z I z z I I 'MAINTENANCE EASEMENT (TYP.) L - J �� J �� �� �� L J SIGN (TYP) J ,�®1 , �?C. PROPOSED S' MAIN - - �-J - �� L J _ � � - I � � - L � �o � � i z in 1n ¢ wp 9*60 CONCRETE SIDEWALK ---BABA-- i7 J 0 i * u, u, iC u, 'n * 6/P_ ; '� -Ln 11 LOT ,° F/P PROPOSED SITE LOT LOT LOT LOT LOT LOT 9LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT ° DISTANCE EASEMENT g 86 88 8 0 1 2 00 6 98 100 / o PROPOSED TMP 90-27 �� 85 87 9 °� w 9 9 9;� 93 94 95 9 97 99 J 3s' ry - cG 12 (TYP.) BLOCK A LOT 1 A w FjC T I NO PARKING SIGN (TYP) GRAPHIC SCALE, 3 'ROPOSED GUARDRAIL ( IN FEET ) 1 inch = 30 ft. PROPOSED 6' LANDSCAPE AND MAINTENANCE EASEMENT (TYP.) TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING NO PARKING SIGN (TYP) PC: 14+03.70 _PROPOSED 30' PRIVATE STREET EASEMENT PROPOSED CG-2 (TYP) PT: 14+61.31 PROPOSED SEGMENTED RETAINING WALLS w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) i TMP 90-35 NO PARKING D.B. E. AND ROWENA M. SNOW SIGN (TYP) D.B. 702 P. 792 j D.B. 657 P. 234 PLAT II PROPOSED GUARDRAIL ROLL -FACE CURBING FOR DRIVEWAY ACCESS _PROPOSED CG-2 (TYP) i TRANSITION FROM ROLL -FACE CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) Q�J O R) (k TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING -SPEED LIMIT SIGN -PROPOSED GUARDRAIL NO PARKING PROPOSED 2o' LANDSCAPING - SIGN (TYP) AND MAINTENANCE EASEMENT �TO BE PROVIDED FOR PERIMETER - LANDSCAPING BUFFER EXTEND CG-6 CURB THROUGH INTERSECTION AND n c S A� WITH EXISTING PAVEMENT ROGER SCHICKEDANTZ `BABA - ---BABA-- --- BABA - o -I-- _ --- -I - - - -_ -- --I --- - R' 1 SPEED LIMIT SIGN �1 - - - - �„ I �.o' R3ETB KI I I I • i -TEA ET�� i N, - - - - - - - D.B. 1244 P. 461 ! 27' 1 ' 16' 20 20' 26' - : o - 26' 16' : 16' 20 26 26 20 16 16 20 23 /-R PHASE II D.B. 629 P. 616 PLAT ■ ! • ■ F - ° - T - /W \ FUTURE D.B. 530 P. 164 PLAT i - i • c •° ` ' • - - • -` . _ `" - • c -- - c • I �� PROPOSED S' COMMERCIAL TIE-IN CG-6 CU RB EXISTING A�#2. BUILDING PARCEL CURB -MATCH EXISTING GRADELINEAR PARK o OPEN SPACE PROPOSED I (0.68 ACRES) PROPOSED 6' ao I STREET PLANTING STRIP N SIGN TYP --__ _ i L (0.68 AC) BLOCK B SEE LANDSCAPE PLAN � f o � ( ) i - SWM FACILITY- - - �� PROPOSED 6' GRASS PROPOSED - -- � FOR DESIGN OF THE LINEAR PROPOSED STOP BAR (TYP) - - - -i - - - _ PLANTING STRIP CG-6 (TYP) - PROPOSED 8' NOTE: SEE SPRING HILL ROAD PLANS FOR DESIGN PARK - - - - - - PROPOSEDJCONCRETE SIDEWALK PROPOSED 6' CG PROPOSED PROPOSED 8' STOP SIGN (TYP.) CONCRETE SIDEWALK CG-6 (TYP) --- -_---- - -- ----- - -,_._.------- - ---------- - - - - PLANTING STRIP INFORMATION FOR THE CONSTRUCTION OF ,%' -- __ ____ _ THE ROUTE 20 IMPROVEMENTS (SUB2o1g o0158) `, � dO1S I PROPOSED-- --------- BABA - - --------.--------------- ----------- ----- ------ PROPOSED CURB • ° . . ° � ° • • - _ -BABA -�- ° •. • -- i / o� . • • -- ----- _ --- -- -------BABA-- - - - BABA-- BABA--=---c - _ --BABA-- -- - -- - --- - -- SIGHT DISTANCE=665' _ °o BABA- - CG-6 CURB t U.S.RT 20 80' S - - %%% i���i�'i; �-, �, , �„ _-- - - ♦,( ) COTTSVILLE ROAD (55 MPH) ------------ MAILBOX MAILBOX D > < FFl L:��r ------------------------------------------------------------- oSIGN HWPB.1 PG.35 _SIGHTpISTANCE=665, ^' +-------------- N y -- BABA -- - -- - VARIABLE WIDTH RIGHT OF WAY -- ❑ BABA _ ' TO BE DEDICATED FOR THE MAILBOX - BABA-- ----BABA-- --- PROPOSED ROUTE 20 IMPROVEMENTS _ TOTAL AREA = o.o6 ACRES. MAILBOX BENCH MARK IS CHARLOTTESVILLE GIS ROUSE-SIRINE STATION 105 i N 3882993.340 E 11482334.683 - ELEVATION 527.7± 9"SC4R.LLINS Z �_J Lic. No. 035791,� 1�018/20 w� 0�,�IIOINAL 1�G W Ln z w O U r_ /y 0 0 Vl U J Lu Z O a J U m 104 m w U) J Q 0� z ¢ w �■■� o F__ °- c'-n z o w ,� > U) W w - > w L/ li � z O LLJ w � o Ln oo ¢ � � M -+ o him, LU Lu U) w J0� O 0 CV J I- w pclf w JOB NO. 182157 SCALE III = 30' SHEET NO. 4 1. CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. I 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS, AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. 3. 0 REPRESENTS ONE PROPOSED PARKING SPACE. 4. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13'-6". 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 I CONSTRUCTION AND UPON COMPLETION OF THE PROJECT TO THE FULLEST EXTENT POSSIBLE. 7. SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND BOUNDS. 8. CURB RADII SHOWN, REPRESENTED WITH AN'R', DIMENSION THE FACE OF CURB. - - 9. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. - _ ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM THE ENTRANCE CORRIDOR. io. THE ASTERISK (*) NEXT TO THE LOT NUMBER INDICATES THAT THE UNIT SHALL BE AN AFFORDABLE UNIT. THE LOCATION OF THE AFFORDABLE UNITS MAY CHANGE DURING CONSTRUCTION, BUT A MINIMUM OF 15 AFFORDABLE UNITS SHALL BE PROVIDED WITH THIS PROJECT. 0 11. ALL SFA (TOWNHOUSE) UNITS SHALL HAVE A MINIMUM OF A (i) CAR GARAGE. THE MINIMUM SIZE OF THE GARAGE SHALL BE 12' x 20'. 12. ALL RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. --------- WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR THE WALLS SYSTEM. PROPOSED 6' PLANTING STRIP 1r ;- II 1 II I I � I I I I I I I II 13. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY / LANDSCAPED PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE \ /' OPEN SPACE BUFFER AREA REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS \ FOR DEMOLITION PROJECTS. (O.]1 AC) OPEN SPACE A y - - (0.57 ACRES) 14. ALL PRIVATE ROADS, STREETS, AND ALLEYS SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. NO PUBLIC AGENCY, INCLUDING VDOT AND THE COUNTY OF- - - - T ALBEMARLE WILL BE RESPONSIBLE FOR MAINTAINING THE PRIVATE STREETS, ROADS, AND ALLEYS ' _ _ - 22' 22 � 22 28 44 WITHIN THE NEIGHBORHOOD. I 1 _- i--- --L 15. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL BE DEDICATED TO PUBLIC USE AND THE o��/ PROPOSED 6' io' REARISETBACK so'xi6' 1 i io'xz6' io'xi6' EASEMENTS FOR THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE DEDICATED TO THE TMP 90-33 - PLANTING STRIP / i io'xs6' PORCH PORCH ALBEMARLE COUNTY SERVICE AUTHORITY. / �'� % Sti io'xi6' PORCH poRCH - ----1 LOT JEANNETTE D. SMITH 16. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF THE PROJECT. SEE THE REQUIRED ' \ ` PDX -----Ii-------11 LOT PROFFERS ON SHEET iA. D.B. 4254, PG. / / / LOT LOT 2 r I. I I LOT 1 11 � 1 EACH LOT SHALL BE SERVICED BY PUBLIC WATER AND PUBLIC SEWER AS SHOWN ON SHEETS 6 & / 2 31 p 7 7 / PROPOSED 6' LANDSCAPE AND +"6 3 i1 18. DECKS MAY PROJECT NOT MORE THAN FOUR (4) FEET INTO ANY REQUIRED YARD, PROVIDED THAT NO �� Qt` 6 MAINTENANCE EASEMENT (TYP.) ti� "° �c�\ SUCH FEATURE SHALL BE LOCATED CLOSER THAN SIX (6) FEET TO ANY LOT LINE. / G �` e LOT \ 'co\ I00 o II j ,<, y� �� � I I1 �,,� I I oo I I I I III I I 1g. ALL PRIVATE YARD DRAINS SHALL HAVE A 10' PRIVATE DRAINAGE EASEMENT. NIP '�v >' /'' 1W L___ 20. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE o �O � 90 34 \ --- COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED / 1 �� '� . j /' (�I C �\ +"6 ' LOT _ ` --- --- NO PARKING I BYA BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OFTHE BUILDING DRAIN, OR c r�/� \ �O"�r\ C y� \\ "°o`�o 35 \ \ SIGN (TYP)• - HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS / AV / - 1.2 7 AC /� e LOT ��, ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC r` PROPOSED 5' `"6 — 22 0 0+ CONCRETE SIDEWALK yob "° Rod 36 i 22 0 SEWER SHAL�NOT DISCHARGE THROUGH A BACKWATER VALVE. �' �2 o { LOT i,�� yQ . 20' - 221- - 22, � i — — R _ �.� �� ` (y • s y _ rn i N V ti �oxi6 LOT ' N —� _ �I r io xi6 io xi6' 1 \ Z2 - C� m PORCH io'xi6' 1r�\ 12+00 12 50 �-__---- PORCH � PORCH $ - � � °�- � 11 LOT 1�----- 1 PORCH �- --I a �� 3 �, \ , r' I II 1i STOP / LOT \I ---II PROPOSED 6' _ .�v 2 • k5© LOT NO PARKING \ �'P AM�NIv Y AREA #5 I I I iI II OT II �n o I �- SIGN (TYP.) 1 42 PLANTING STRIP ram' 39 j L �\ �� SIGN (TYP) % E 41 40 39 m / _ + �z \ PROPOSED 6 / \ ,�' ° NTR SINCE PARK i� ice- i .- \ \ </ ti� �� r" '" z v ; k` , k` I4 k, oll GRASS PLANTING STRIP (0 �4CRES) _ Q Q PROPOSED NO PARKING ^' r 1 ao ry O m CG-12 o (TYP.) 1 SIGN (TYP)00 w u, �n vi TYP. - --- PROPOSED 6' / *1 7 ® S VARIABLE WIDTH RIGHT OF WAY i ' --_- 1 12rH \"'N Gj Q� c� LOTi / PROPOSED _ PLANTING STRIP N _ — (TYP. h' '" / / TO BE DEDICATED FOR THE �EE l° �` . - -, --- --_ _)ST�.� ' C Q PROPOSED 28 PROPOSED ROUTE 742 IMPROVEMENTS CG 6 (TYP) 22 7 22 22� _ v6 "' 3 R = y ROPOSE 6 _ _ - LJJ � � / SIG� . . � •. , - SIGN (TYP.) � / / '� � _ I , TOTAL AREA = 0.04 ACRES. PROPOSED % �. \ Zoo _ __ = 36, \ /� ` K p1 LOT 6 _ J SIDEW x / CG-6 (TYP) / - - 12 o , / PROPOSEDA �,1 o • __ ' i \ \ y NO PARKING/CONCRETE SIDEWALK 27 Q o oo SO HEN _ -- SIGN TYP -- PROPOSED ASPHALT % / - ' 11+ DAUP i R_ 2+00 _� Q (TYP) DOG PARK I 6([ �. ROPOSED V E / / - . `01 LOT - - EDGE OF PAVEMENT , ��'�. DRIVE —o' iz+So �1 26 BLOCK C i' ^' V� a 25 R / STREET AR. WIDTH PUBLIC STREET N SIGN (TYP) / / I /i i �� a• � r� :S' . - � \� o \ N 44\, PROPOSED ­3 .4 1 AC Co LOT 6 � CG-12 (TYP j H ALONG AOVON STREEDT EXTENDED- LANE i}'ti' ! 7- / AMENITY AREA #4 25 _' — - - - - ' .' TENDED �/ LOT ' �, � �� ; ; 3 ---- — _ -_ 40� ._ �� � DOG PARK 6 � � - NI �� �� oo i PROPOSED 6' i2 _ I — _ ` e� °° (0.19 ACRES) �' LOT Q� - III PROPOSED 10� SPHALT �� f� 43 „' ��� ' PLANTING STRIP-(TYP) - - 0 SEE LANDSCAPING'L N. °0 0 0 LOT `' ` ry I — — — = _ „�0 24 W II --- >. — —� o FOR D�j1aN Or,, L SHARED USE PATH ,� � ��X �'R i �� / 44 o - - --- _ o` s w / LANDSCAPED � �, �° � I ; I 1 I � DOG PARIC- �r w z NO PARKING �� ` Q Q ° SIGN (TYP) �� `� PROPOSED _ 10 BUFFER AREA ��,ZO, LOT a 1� �v i OPEN SPACE B / �6. R��'QS 45 1 -� ii PROPOSED 5 �v = vv �`�� �o' CG 6(TYP) 23 o I p� (0�22 ACRES) F%J PROPOSED 6' LANDS APE AND --- - - - C _ \ �� ' - --- ' LOT 1 CONCRETE SIDEWALK \� � ` - - /6',q0C o, O1i ��� " �'o PROPOSED 6' 5 SIDE SETBACK- d ' K MAINTENANCE EASEMENT (TYP.) i o' LOT oll LOT �'11 ` „ ` J 66' 46 ��� °ii g �° ` \ �� �� �� PLANTING SCRIP ------ LOT -----�N A 3�, ��� 47 L} I �� `�� x v + BLOCK G �s m I 49 �� 0 5 LOT a OI PROPOSED 6' WOODEN PRIVACY I i '1 I II _ ' �\�� ° z o FENCE TO BE CONSTRUCTED PROPOSED SEGMENTED RETAINING WALL vv� t 22 ' 1.47 AC I --- - -_;i ii ii w/ HANDRAILS - SEE GRADING SHEETS FOR `, / ALONG THE PROPERTY LINE / / PROPOSED VAR. WIDTH 46� --- - - ' TYP.) \\ate 9 N w PROPOSED 10 ACCESS & `----- ti �( LOT FINAL WALL HEIGHTS AND DIMENSIONS N EASEMENTSWM MAINTENANCE EASEMENT I, e \ a �� yL PROPOSED SIGHT \� �\� •• � - - 1 -- - - - - ----3 2 Z 6 _ \ , 21 0 I ,'� � g� I -DISTANCE EASEMENT v� �� � ��� ` -_ I I Y PROPOSED ' / 3 - - L - -I- 3- - —1 - - 39_ _ - �' LOT PROPOSED 20 LANDSCAPING AND I d SWM FACILITY - - --- - - - - - - - - - - - -- - - - - - -- - - - MAINTENANCE EASEMENT TO BE h `! - - - - - - - -- - -- - - - - - - - - - - --- - - - - - - 22' _ - - \ No `o 20 * + �, PROPOSED ASPHALT PATHWAY - - - - - - - - - - - - ��� 22 _ 22 - _ --- �\\ ,1, I PROVIDED FOR PERIMETER I 5 , _ - f ® _ _____- 6 of F----22 G�\ LANDSCAPING BUFFER - SEE ASPHALT DETAIL ON SHEET 10. r 1o' REy�R SETBAC \\ y\\\` o NII _ � 0 LOT , N - - 3'\- — -- ♦ `- - - -- - �P-o•X-R- R\♦��'P 1 \\2Pv\C-K CN♦ ♦;2\ L-DT i - 3-R6 IILV I - -Axi soXI -II1oXz6III Is1-,II it -� w, \ 1 L11 9O0p T *6 ' LAMENITY AREA: # GREENWAY PARK 0.75 AC PORCH W(0:8S ACREPORCH poRCH POH xs POR PORCH —SEE LANDSCAPING PLAN LOT W kFOR DESIGN OF GREENWAY PARK Po52•o ?°53 5 5p LOT PROPOSE6'- 6' o ARZL� SED SEGMENTED RETAINING WALLS5S coEO1°X"6\PROP° LOT �Tv -- - PLANTING STRIPo Ln DIR 56 ATC LINEA-SES EET I wN+ MIN. O17IFINAL WALL HEIGHTS AND DIMENSIONS (TYPiz'xzo'OI I *1 ♦ so - NO PARKINGSPEED LIMIT SIGN- *C. Po66OT SIGN (TYP) LOTPROPOSED I I ®�/^ rs ,l �I . 12 PT: 5+20.4� � 1ILOT 59OPEN SPACE m _ BA — — — _— —_ STREETLD �11 (1.0 AC) �. �� 60�`, -1 i — oo _ _ - --- --- --- 22� - 2g� SIGN (TYP)v it „m ---- z STOP - — ♦ t�` I a _ ♦ �J = ♦�� vv N a \ yy SIG N(TYP LOT °' 66 ?r + 61Lon ��v v PROPOSE NO PARKING + ti ♦ _ , — �- 22 m D 17+00 17 53 ♦ \ ♦ 'z 15+5o CG-6 (TYP) 16+00 vSIGN (TYP) III � I ?o> /�V ♦ ,v �, " 2 Y '15+00 - — PROPOSED ST P BA(TYP.)-----.- - - - S RT EET Ln o / LOT v PROPOSED 6 ��� V�_��e - 512'R OPOS R ; SIGN (TYP) 62 ` -PLANTING STRIP 14+5o L� - IC STREET z I / : ,! , ` - —o- I OPOSED 49 BI- - - d _-- / ko°l PR PU ��� ��� ti�� 42� I ti� I LOT °�''�� 32_-=- -- _ 32'= _ 3 '-- — z0, I° N II 63 / _ - --- — J � j LOT GAR,GE In �`b Q / 2g_-= 18 al o° TYP. w i g q �+ p 15 12'x2o'LMIN (TYP.) rn T ' ' I J --- N D 6 PLANTING STRIP ° ° X > STOP SI - _ ��--- YP.) t• 2 �I LOT 66 $ ♦ - / ,ri TYPICAL - -- PROPO � � 1 I I I (TYPICAL) _ SED 1 r � � °i �. ° m � E/P�E P 4� L_ PROPOSED 6'i� ? - I / P =CG-12 (TYP.) - E I I 6 � Q ♦ICI-� a-a� PLANTING STRIP / - LOT i �-�-�� '% ' Q �1 f --------100 �� ,� 0 ri I mi tlJ I I � 1--- - _ - - - - -- , oa I_ 13 w % c - 0 2 LU - -- - -- - - ,� "� ENO PARKING m o _F C - - .��. , j ti �. +o� SIGN (TYP) LOT LOT LOT �I ' . - W I I ti F LOT �� / rF�c LOT 6 w; LOT-- �� NO PARKING ''��'j� g0 81 �11 $2 $3 I ��� i 12 �I roes /`v' \ V 1 64 (TYP) /�LOT I I Q III SIGN Td)-- o v------- 6 Q PROPOSED SEGMENTED RETAINING WALLS w/ HANDRAILS - SEE GRADING SHEETS FORS FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I � I I l / PROPOSED io' ASPHALT SHARED USE PATH ), j. PROPOSED TIE' -IN PROPOSED CG-6 TO EXISTING CURB AT ENTRANCE VARIABLE WIDTH RIGHT OF WAY TO BE DEDICATED FOR THE PROPOSED ROUTE 742 IMPROVEMENT TOTAL AREA = o.o55 ACRES. PROPOSED 2o' LANDSCAPING AND MAINTENANCE EASEMENT TO BE PROVIDED FOR PERIMETER LANDSCAPING BUFFER NO PARKING j SIGN (TYP) LIMITS OF PROPOSED 3o' PRIVATE STREET EASEMENT TMP 90-35A1 ANG HOLDINGS, LLC D.B. 1i P. 715 D.B. 657 P. 34 PLAT _TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING NO PARKING SIGN (TYP) PEED LIMIT SIGN ROPOSED GUARDRAIL ROLL -FACE CURBING FOR DRIVEWAY ACCESS NO PARKING SIGN (TYP) TRANSITION FROM ROLL -FACE _CURBING TO CG-6 CURB AT DRAINAGE INLET IN THIS LOCATION (6' MIN. TRANSITION LENGTH) PROPOSED 30' PRIVATE STREET EASEMENT I I PROPOSED 6' LANDSCAPE AND MAINTENANCE EASEMENT (TYP.) PROPOSED SEGMENTED RETAINING WALLS I /-w/ HANDRAILS - SEE GRADING SHEETS FOR FINAL WALL HEIGHTS AND DIMENSIONS (TYP.) I I NO PARKING SIGN (TYP) I OPOSED GUARDRAIL PROPOSED 6' LANDSCAPE AND MAINTENANCE EASEMENT (TYP.) I I TRANSITION FROM CG-6 CURB TO ROLL -FACE CURBING I I NO PARKING SIGN (TYP) "c.:14+03.70 PROPOSED 30' PRIVATE STREET EASEMENT GRAPHIC SCALE -- -__3o_- ----I5-- 0-- --tea-- -- -- --go- PROPOSED CG-2 (TYP) ( IN FEET ) 1 inch = 30 ft. kR..L SC0TS'Z Lic. No. 035791,1, ��0 03/18/20 �,��,�S IONAL E�C�� Zz o Q O a m w c=n 0 J �■■� o cn z U) z Ww ce z 0 w Im o w 0 M .-+ o ul z M N M O N N w J U) 0 Q U Lu U) ui U) Lu 0- Q O N z Lu 1r—^1 V 1 z I-1 LL. 1 Lu V H� V z �1 ^^c V 1 z Q J 0 Q Lu o w Of JOB NO. 182157 SCALE ill _30 SHEET NO. 5 I I I I I - I I I I I I I I I I I I I I I I I / I I I I I I I I 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 HE OHTV 71 MAILBOX HT -- 1------III -I ' I I II II LOT IIII II I GRAPHIC SCALE ALE OT 53LOT !D:Z' LOT 51LOT 50 I1$ LOT 54, IL 30 0 15 30 60 120 OT L17LOT 5LIN H TLOT5�LOT 55 F_ IN FEET 1 inch 30 ft. MH-27 LOT 59, LOT I I / LOT 60 16 LOT \ �`� �v� PROPOSED 8" IN -LINE G.V. I i 61 0! — epDs MH-25' - r _ PROPOSED 8"x8"TEE 53 II I i&oocn I LOT S - v Y +�� - - - �— - (2) - 8" G.V. III 17+00 CD 62 I ° — — 14+ o n r I _ I o � w w ° � PROPOSED FIRE HYDRANT - _ _ _ _ _ _ _ _ _ _ LOT %� 1 �w�� ASSEMBLY WITH 8"x6" TEE I " I j , 63 / - / �� _ _ _ _ - —��� �I L� II PROPOSED 8" CL ��52 D.I. WATERLINE �� o _ �10 I 2 . _ _ e L I II I PROPOSED WATER i I I LOT SERVICE LATERAL (TYP.) � I I I I 14 I l II � PROPOSED FIRE HYDRANT ----- - - -- - - y �. g PRLOPOSED A.R.V. I I LOT I~ ASSEMBLY WITH 8"x6' TEE I r---- - - � I I I I � � � I � 'I I I \ �' I' � 13 L � I ��x� � � v� � `, I 'Ij III LOT 'III LOT III � I I III -�-� Ij - - - - - - - - - I / O I LOT �- � � ` � LOT II LOT II I' I I o ► I LOT I - Q I 83 , I I �, � i/' � II III 8 2 III I + I ' 64 MH 24 3 y LOT 80 81 I �" 12JL II I" II PROPOSED SANITARY `: 79 SEWER LATERAL (TYP.) Pi �I I I'�--- ------- '` -_� i i I I � �I LOT LOT I b d 11 II o / / `� I LOT x - - ----- ---- —78 -- �w � TMP 90- 35 LOT %--------------- DUANE E. AND ROWENA M. SNOW I ��� 77 �> .' %� — — — 11°I LOT �i D.B. 702 P. 792 \ „ — _ Li 1O Ili D.B. 657 P. 234 PLAT m I I LOT LOT 66 PROPOSED WATER 3 % 76 LOT ° SERVICE LATERAL (TYP.) ' ° PROPOSED FIRE HYDRANT 9 L rV T % .. /r, ASSEMBLY WITH 8"x6"TEE � ' i /. :: ''�' / - — ----- ..... ._._._...__-•- . . __ � II � I I �/ � �� ,,- � � `•_ — �� — — — — _ _ _ _ � LOT II II I LOT �I h �l - — — — % — g �I p _ 67 o �j �I LOT \ - a I _ 6 - - - - / - � I a I I _ ° ,I I I .. ° LOT ---- -- LU 3 � j LOT _ .._ 6 V II ° . __\ • , . ~� . . _._._. I ~� I PROPOSED SEDSA NITARY75LOT -------- SEWER LATERAL (TYP.) � 68 II - - I_ - - - z I - I -PROPOSED SANITARY SEWER PROPOSED WATER I I SERVICE LATERAL (TYP.) �/ Z o� SERVICE LATERAL (TYP.)-I -nil I �I PROPOSED 8"SDR-z6 PVC -- I I I LOT I I NOTE: ALL 4-STORY RESIDENTIAL UNITS WILL REQUIRE a �I I F � I I LOT SANITARY SEWER (TYP.) I I �I�" __- 74 AN ACSA APPROVED BACKFLOW DEVICE. Q II I I LOT j S I I I � I � 69 II -- - _ - -- oI I F I _ ° �, j LOT I I T I - III ° �' II f 4 � - I I LOT I LOT F_ 1 LOT I I III ~ II 73 °q e 3 L I I 70 13 I I \ PROPOSED 8" IN -LINE G.V. ,i ' i ' `` �I \ LOT I r PROPOSED 20' UTILITY �— PROPOSED 8" IN -LINE G.V. EASEMENT (TYP.) PROPOSED 8" CL i ° 2 52 D.I. WATERLINE L 1 I LOT i PROPOSED 8" CL. �' e /� - - - I i u°1�I I " + __�_ 52 D.I. WATERLINE PROPOSED 8" SDR-26 PVC o i �T ° 72 PROPOSED 8" SDR-26 PVC \ LOT I I II I SANITARY SEWER (TYP.) 1 f LOT I III I PROPOSED FIRE HYDRANT i _ I SANITARY SEWER (TYP.) I I r S 3 I ASSEMBLY WITH 8"x6" TEE _ I I 71, III MH-22 PROPOSED FIRE HYDRANT PROPOSED TYPE A BLOW -OFF ASSEMBLY ROGER SCHICKEDANTZ D.B. 1244 P. 461 D.B. 629 P. 616 PLAT D.B. 530 P. 164 PLAT VDH. MON. /proximate \ Va Public Service Esmt. D. B. 221 P. 305 Pn ors MAI D -o ♦n _ _OHT OHTV 21 ---- MH-21 - t I oal ASSEMBLY WITH 8 x8 TEE I — — B R YN LANE- 1+¢0 _ ® a _ _ PROPOSED TYPE A �s 1 0 ,. �i + o BLOW OFF ASSEMBLY 5S I - - M 1 +50 w —� �M .—M!M_M 11+ 0 12+0 — 12+150 M —M M- 13+00 M — — —M 3+50 -- — -M - o ——M—m-14+ ° 15+00 1 1 b — -- —w— -- — -- _ - _ - - - - - - - - - - - - - '` PROPOSED 8"x8" TEE L ' PROPOSED 8" CL. PROPOSED 8"x8" TEE — / & (3) - 8 G.V. S AND (3) - 8" G.V. 2 D.I. WATERLINE I I I I II i L — -1— — — — J J1 L — L J / ,� / ------ ---------------------------I i oa. II i I I I -- I LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT /'O ° I I NOTE: MH-11 IS THE END OF THE SPRING HILL VILLAGE I I LOT 86 LOT LOT LOT LOT 97 98 LOT 1 /` o - I OFF -SITE SANITARY SEWER EXTENSION PLANS 84 85 87 88 89 90 91 92 93 94 95 96 gg 00 Z � �. I i I 11 I I I I II _ Q NOTE. SEE OFFSITE SANITARY SEWER PLANS I — — BENCHMARK IS I I � I CHARLOTTESVILLE GIs ° — — �s .`_ NOTE: EXISTING OVERHEAD POWER LINES ALONG- ROUSE -SIR N c — _ - STATION 105 E I I N THE FRONTAGE OF THIS PROPERTY SHALL BE - — �J N 3882993.340 4 : , 4 • . R Gumm. EMOVED AND INSTALLED UNDERGROUND. ALL — i— ��_ — & E-1- 482334.683 I �.':��;:'���; 4•�::;� ••:'�°�:'/----------- ° I ASSOCIATED POLES SHALL BE REMOVED. � � p S AT ——------- ---- -- — r— -- -- -- — — — — — ----- I Fiber o t_ ---- �= ELEV ION,527.7± ----- --i1 --_ ---- �.� Pf2one _ ----------__ ---------------------------------------------------- ----EEC-PJaoneDe .&Phone -------_'`-/ I — ---- --- Pole Pole - - -dots -------- -------- ------ - ---- ` o o %° . - ---- e- --- - --- - - - - -------------- -- ---- -- --- EIec.&Phone _ — — — — — mor ° OH TV/P� OHE ®------_�HTOHry — — - -- _ / . ° IL ----------------------------------------------------------------- El .B X - NOTE: EXISTING OVERHEAD POWER LINES ALONG THE FRONTAGE OF THIS PROPERTY SHALL BE REMOVED AND INSTALLED - UNDERGROUND. ALL ASSOCIATED POLES SHALL BE REMOVED. BHT OHTV U.S. RT 20 (80) SCOTTSVILLE ROAD (55 MPH) 1 1 HWPB.1 PG.35 ---- -------- ---------------- _ o G N — - -- MAILBOX Poleo Phone , �' SCOTT �R. CT?LLINS Z; U Lic. No. 035791,1, �0�Als�S'IOIATAL 18/2 Z z O r J O cC IM4 L, w 0 m _j J I■■1 o in z W LU � 1�1� z 0 sL Im w o Ln oo Q � � M O n IN — co coco CD N N Q TIC w J� O 0 CV J U I— w W �.. � _ JOB NO. 182157 SCALE - ----- - -- 1„ = 30' �— SHEET NO. MAILBOX ---- MAILBOX ------------- - - - --- 6 I ---- - -------- ------------- I I INOTES: 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. z. CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY SEWER MANHOLES TO ENSURE ITHAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. 3. CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL ROADWAYS, MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF E/P, DRAINAGE, OR UTILITIES TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING SHALL VERIFY ALL SURVEY _ 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. I I I I TMP 90-33 I I JEANNETTE D. SMITH I D.B. 4254, PGA 18 I I I I I I I I I EXISTING 12" DI WATERLINE �• ' / / i 11100111 I \\\ i I /� /------- - _ - -- -- LOT LOT I LOT I' LOT I LOT I 29 � I CONTRACTOR SHALL REPAIR ROADWAY / / �� 32 31 30 �� 1 tQ'� � II it PROPOSED 6"� o° BEND TO Ili Ili II I r _VP �,IZLOTFIRE HYDRANT ASSEMBLYot, I TIE-IN TO EXISTING 1z" DI WATERLINE / 34 - --- i WITH PROPOSED 12"x8"T.S. & V. X_Lo 35 LOT -- - — EXISTING 12" DI WATERLINE ' �N 4 ; j °oa oeoo 36 — s _ LOTS%% �r/-------------- _ 1� � 3�7 PROPOSED 6 CL. r j — — LOT \ �\ \5z D.I. WATERLINE — - LOT I; LOT �i LOT LOT I� / ONES-N IP PROPOSED 8" 22.50 BEND. ii Ar 2 41 40 39 \ �pP MH-1Lt PROPOSED FIRE HYDRANT ` ��� v� ,� {" S MH 15 PROPOSED 8" CL. ASSEMBLY WITH 8"x6"TEE 52 D.I. WATERLINE WI ----- J w �LOT Q i I i I 28 �I w - ' V W ff /MH 1 '/ \?� o — -- • �\ �Xh i L _ LOT o . / o WV 9 �� w, _ ti° f MH-16 e • • o w _/ s ' I I w ' - LOT N OTE• CONTRACTOR 1'� i / - _/ PROPOSED 8"SDR z6 PVC �_ = DAUPHIN D IVE m i / I SHALL EXTEND WATER i { �'r r _ ��, r LATERALS TO UNITS I - 26 L SANITARY SEWER (TYP.) -- ---- - - f PROPOSED FIRE HYDRANT LOT { III I I I ._ rr _ LOT r 13\ o\"� ASSEMBLY WITH 8 x6 TEE 25 00 43 ri MH-18 . -- - - _ - — — = \� . "� PROPOSED WATER M po,a i _ _� I SERVICE LATERAL (TYP.)l LOT LOT — �_ 24. - 44 MH-17 II PROPOSED SANITARY i � � i =� PROPOSED 8 x6 TEE ��\ i -� LOT I � �r LOT , �' /SEWER LATERAL (TYP.) ___ o [ , 'z 8" G.V. 1.6" G.V. i - r 9 ' Z LOT LOT -------- LOT rl I 46 �� ;I LOT \ 47 48 49 i \j LOT j \ O— �rf I ii ii i� I`0 22 - ii i i II •\ ��. •� _ � I ------- -- -- - I LOT � I 21 L I LOT I��. y----------- - ------ - - — - -- -- -- — 20 LOT 19 L — ' I F LOT 1 LOT 53���' LOT 52'�' LOT 5111' LOT 50'I 1 18 I� I ---- LOT r LOT 55 I o' LOT 56LOT ' I �� - I / LOT 57 vv i I - ATC LINE - SEE�SHE'ET 6 ---� �' ` LOT 5 �� ✓ '� h III 1 I'�!� /I •I° 17 L i- 11 I OT 59�� - MH-z7 / _I� LOT LOT 60 - _ — _ - -- I 16 L LOT ��� �� PROPOSED 8"IN-LINE G.V, I 61 of - Y' I r i MHz - PROPOSED 8 x8 TEE LOT ;�. � � ,� s +5_� 16+40 _ �'_ (z) - 8" G.V. 62� YOGA AYE __ _�_ - - - o— i _ o -- - PROPOSED FIRE HYDRANT►. _ - w— . > / LOT /i wW W� - -� - I .ASSEMBLY WITH 8"x6"TE63 E PROPOSED 8" CL. ! w� 6 � 01 LOT / _ - 01 15 52 D.I. WATERLINE / o _ _ — _ �+ - it L x5 - b _ IPROPOSED WAT I ! � � �. �` � ��•.. � _ �0. i SERVICE LATERAL TYP. i� i � 1 I LOT 14 PROPOSED FIRE HYDRANT\ \\ PROPOSE A.R.V. l< r ! ASSEMBLY WITH 8 x6 TEE I 1 LOT F LOT � � I 1 LOT f; I LOT /3 LOT LOT 82 83 ; I 01 LOT 64 MH-z4 3 '� LOT I 80 II 81 'I I 1 lD 12 �� � i �i �i L )POSED SANITARY 79 -- I PR __---- { PROPOSED SANITARY SEWER LATERAL (TYP.) �\V3H 0T T SIC R. LLINS'Z T.=) Lic. No. 035791,'.L, I I ��0 03/18/20 tSIONAL I I S16°40'02"W 119.33'(tie line) TMP 90-35A1 ANG HOLDINGS, LLC D.B. 1 026 P. 715 D.B. 657 P. 234 PLAT PROPOSED 8" SDR-26 PVC SANITARY SEWER (TYP.) GRAPHIC SCALE --- 30------I5--0-- --tea-- ---- --go- ( IN FEET ) 1 inch - 30 ft. Zz O Q O d W (n 0 J O � cn z U) Ww ce z 0 w m o w .-+ o Lu Z� M M N z i Q W CN _' N W W Q �- > W � J J J z W LL_ Lu 0 1 � W Q 2 Q w U J J i--1 LU J ul U) J H� W = Z �W�y/ ( � O L V w z JW Ir v , 0 C) JQ C� O N I— Lu Lu O w Of JOB NO. 182157 SCALE ill _30 SHEET NO. 7 - I - - - 65 578 ooTW _ � � {- t- I I � - �FFE= I 574.00Bw I / / I YD1 O 59z - _ - I� P 5s6 o sa476 I sa6.00TW 3 YD1 B i 90 - �_ _�, i 586.33 I� 9°i° sso.00sw I _ �I - / I ; 5 8 'PROPOSED 16' PRIVATE - 59?r - FFE- FFE FFE FFpE FFo.00 / - - _ I MA CHLINE /I ,_ 19 _ / - 8 _ _ - - ' I - � " - DRAINAGE EASEMENT - -_ I ,r FFE= ��� 592.00 � 59 33 I 59 67 I�59 - I �� ° PROPOSED 20' PRIVATE \ S8 6 _ YD13C FFE= -� S9z 67 BSMT= BSMT= II BSMT= II BSMT- I �x� / �I �It FFE= 5 40o ssz. o -�� o / I _ DRAINAGE EASEMENT - \ ' 5 FFE= 593.50 BSMT= JII BSMT- 5$ 8 49 I; 5 0.83 ',I 580.16 III. 1 r, 584 33 a°r° + - - 82.8 2.16 5 H 59 3 BSMT- 8Co-5 3 al.s I 1s1.16 8so.5o II=57983 7 2.8 s 3 5 - - LL1 w 8z FFE= 5 3 5 - ` 583.67 5 II 58z. o I 5 BSMT= 84 I I � --- _ - _ - , FFE= = 583.0o sa3.33 - '!, 5aX7',I - x _II v N 57$ YDS c I. 5$i. FFE al. Sao z3 -I -I s� - 64 5 3 o% SBp 572.00TW 0.8 � BSMT � 5sz.67 I �, I � _ I � __ _ � 16A � � �, _' `` 1581.67 � I i 6 59 3 581.67 580.U0 rw W I AIL - �• - S7 •87 57a•45 - 57 r' YD13A 588.83 `BSMT= 58i.33. o !-s580.47� - 79.65..-574.00BW I PROPOSED io PRIVATE BSMT= - - - - - - l / ? 581.o0 DRAINAGE EASEMENT, I_ %I 04, = 786AU 5so.67`.�.p0 $W s7$ 5.7 a -ss�.6s a5 i.73 . o ° 8 - - 76.5oTC II _aJ rt O I PROPOSED WALLS HEIGHT ' (MAX.( =6 00 V A �� "��� 5�39 S�cP �n 1 O 6g 1 I I 577 a -, : _ 1 +50 150 16 7I ++1-_ ��,y 80.6 - -- - < -rr - ����PROPOSED 1o'PRIVATE A/ 5 5� +0 ��°�5��� DRAINAGE EASEMENT 'S79- 0 _�w=Lw_w_ 1 PROPOSED STORM PROPOSED WALLS (MAX. HEIGHT=6') _ - � 5 4� � _ YD13 \ ° - � ��- �/� , � ` -- _„ ��-,- - � 16+50 - .SEWER SYSTEM- FFE- 2 O- vY Q Tw s YD12B 574 33 576.67 7� �- 0 SCOTT R. LLINS Z Lic. No. 035'791,� Ao 03/18/20 BW 580 /y \.,. k - -- o - -- -- -- -- 56o.00BW- - - - - - - - - - - -- Tw �z � / \i °�% � 14 �� -'� - ---- � rl 4 / I 5 � s.6 / _ - .o -- r 57 •79 , r 67 574.00TW w �PROPOSED8"YARD BW58o / / x'' i / ��5� 5 0.05- _------- - -_ -_ _ _\_ � / - - s74.00 / (/ o o -- - - - l.z _ _ - - _ -- _ - - �3 I FFE= 6 I s6a.00Bw DRAIN SYSTEM / i 575 5 / / - -- - - cry O 00 573 7 i / k I - 7 - SYS FFE= ,' �,_' ,- 0 94 _ - _ - - 5790 �, d 574 s°o ol. a fo 4 I L I 9 _ Z _ � 0 571.67 � � �-�, - _- - _; � ' � 5a�_oo 579. 7 � - �z i� � _ o 9f .\ 3 f,=. \ -_ _ - -- -- .S• 581.67 \ F l.ol 8 -- - Z 1, " 571-33 O --- I� FFE- 571.67 57 Q - PROPOSED io' PRIVATE 568.67 A� 6' S7940- 572.00 { ° Z LU yam,- _ / ED 20 PUBLIC, 570�. 3.3r° DRAINAGE EASEMENT `� '56g __ � �`�a ?_ DRAINAGE EASEMENT r -S7o 56z.00Tw Q of _ - / �- � �: 576.68� � A �° � � � II o ooBW � � � Q - - - I ssz. YD12A 93 % i FFE= 569.6 s69,09 P \' O - 0.00 A 3. 570.00TW U CO coo I LU - -- -- 570 75 o %PROPOEWER ED STORM - 579 67 FFE 80,00 1 FF -I - -- - , - o s7o.00 - - - --, r'-� / ,!yam S ;I 3.e� / / 574 FFE= 81. BSMT= o.i E= 579.33 57 3.z 564.00Bw - - - - - H LU -- -- - 5 33 � 6 �' � o � a '574.06 \ 57767 i / FFE= 582.00 BSMT= 1. o I� 57 7 I� BSMT= 569.50 FFE= 3 Z ¢ w 57 5 > I . 6 .6 566.gz J \ ci / - - - - FFE= ',/ BSMT= 572.16 -I, Q si 7 7 I �■■� O I- / o o.00 r S =' FFE= 80.00 i 568.o0 37°r° JI \ U z o / S _ 57 - - I �o ` - L I 6 I IYARD 7 �.r 9z o �' � 569. 7 � BSMT= 57o.i7 �I � li PROPOSE, - - III --- 5 �� a I = I I i f I I - SYSTEM - � i = III \ \ / � / LU � w Y - - - \ , / 575.00 ° A _ .,. 5 - FFE-578.o PROPOSED WALL(MAX. ) j � �� � � 570.49` X• - _ -o YD15B � I ( A HEIGHT 6 � 11 I I I I _ � 566.00 56 .67 � Ii56�•51 I '� � - - o / } 5 7 I j ° BSMT 68.1 _ _ ----- - YD1 C 3 �- � / / i ' 6 .6 � ` I I - - - � � i 1- \ � VER�DE�SF� GE�3ETAJ{C�N 5cj0 - � I I - - - - 68 - L - / FFE= 5 7 7� 7�t6 �r / PROPOSED 18' PRIVATE 5 r ; t Z 568.00 I ; \ 57z•33 DRAINAGE EASEMENT YD15A _ 5 4------�- - L I- s• 4 �- -570 5 � I � �_ 6 " I � i � I � i g5 FFE= 575.33 - - x 5666 566.00T 564.00 / I I I ---------- --- i _ - - - I - 6z.00BW' ° I I I 0 I i BSMT-565.50 � 568 -� 56oBV� 56o.00aw s � - 1 � - c ' TMP 90 35 - .. 9-_ - - -___ � ,- 566.00TW 8 _____- YD4A - / 56o_ooBW-__ __ :.-----6 _-� - DUANE E. AND ROWENA M. SNOW -� w 55 .� �� 56p' ; o FFE= 560.67 s6o.33 0 D.B. 702 P. 792 _ __ l NOTE: CONTRACTOR TO INSTALLIPRIVATE 8" _ 565.67 I - 57 7 _ I 9 551.00BW D.B. 657 P. 234 PLAT FFE- -.� 563 s FFE- _ 2.6 55 561.0 f ,� 55z.00rW p / _ 5 3 5 6o.Qos------- --- - DRAIN LINE FOR ROOF &FOUNDATION DRAINS � �, 1°• o .� � / � BSMT- 62.8 YDi 566.00 � r � ' �1: - I _ I� 56o.00Tw __ TMP 90-27B 566.00 f,.�. 4l�„ __ FFE= / - 554•ooBW NOTE: CONTRACTOR TO INSTALL PRIVATE 8 558 5ss.1 DRAIN LINE FOR ROOF & FOUNDATION DRAINS STEVEN W. AND BETTY C. JOHNSON I, h • o° ` \ YD15E / D.B. 1026 P. 715 p`o' - _ _ - ---- ti 89 \ i --- I - D.B. 629 P. 616 PLAT I - --- = J-- -I_ ( , 56z.00T�/v - - 1oA FFE- 6.z III ° �S / �j� i - _ - 88- = - ti - s6o. Bw PROPOSED 16 PRIVATE r.' 10B 5 6 67 - ss s S 557 .3r° / I � s63•0O I ' l.of • 'PROPOSED 20' PUBLIC � � oo ° FFE= I 5 0 DRAINAGE EASEMENT L 563•33 a,� I DRAINAGE EASEMENT $ �. , • .. n I 7 �,'--� / - ; _ I I i,nI I F_ 1556.00TW-- �I 60 - / -- PROPOSED DRY SWALE �l I r� FFE= 554.67X iS54.Oz � 550.00BW PROPOSED 10 PRIVATE -- _ - -- -' 4 - o� _ 5 .� � `-� _ I i � - - 8 ! �-• \ � - - - 558 - - - 556 // II I i i o i 555•0 � �.3°r° � f DRAINAGE EASEMENT -I -- - -" - - 57TW 651 ��� �° �I•, 3 S uiI - YDFFE- ---- -- FE.6 545°ir°.6- 54z ooTW 55z - 8.00BWFE561.o0 553.00 BSMT= 551.17 YA 56o.6SWM ACCESS & I I II FACILITY EASEMENT ---------- 5 - S -- - -- 559.47 559 14 I$ I I , - - -- I � I • S52 / I I r 1 II (/ oi I I -- _ I 548 ooTW i Q �1 557•73 559.33 FE559.67 FEF o547.0Bw - - 548.67 547.3 EBSMT=549.83 549.00FFS 558.47 NOTE: CONTRACTOR TO INSTALL PRIVATE 8" 558.80 DRAIN LINE FOR ROOF & FOUNDATION DRAINS L FFE= 546.67 545-4 _ �s.o% I � I - PROPOSED io' PRIVATE oo 547• -I r a 556.35 55s.00 -.I DRAINAGE EASEMENT FFE= 558 - - -- - - -- - --- -- _--- I�' I� I i I I I� - - _ _----- I sIIiI5I l !I 7•z� .4 3I I +0- PROPOSED 20'PRIVATE (PROPOS ED 20' PUBLIC I 5_ 9 BSMT= 548.50 DRAINAGE EASEME(DRAINAGE EASEMENT .33 .4PROPOSED 12PRIVATE FE5578 DRAINAGE EASEMENT 557.47 55 - 1+ PROPOSED 20 PRIVATE FE.4 gp DRAINAGE EASEMENT 544.00 54z 0 544-33 5 37 55667 FE557.00 YD3 �i BSMT= 547.7 542W D F` 3:z 8B FFE= 8 ° I 6.47;C I 554 I-� � 7 � � 54z.67 41.04 � 58A FFE= 55YD2 556.8o 7-¢°r9 I Ih_ -- - - _ : - 543 Oo------------- - -- 79 YDiiA J I\ ® - - - Ir 6A q - -. - - - - 58 6 --- 7 - I I S 0 • 6B � / � 57 � � �O I B - - PROPOSED 20' PUBLIC YD16D .- - - - - - _ --- � - _ � � � �� kkr -.� ° . DRAINAGE EASEMENT - 77 - - s, - I _ I -- --I -----B RWY _ LANE x 1 a\` SoTMP 90-27 ss49377 7�_�+ o 6 56 PROPOSED STORM LOT1A - - ROGER SCHICKEDANTZ i ii - - SEWER SYSTEM S D.B. 1244 P. 461 - - - - - 8 555.53 554.9 = 554 55 9 5 33. 55 549. 3 547.9 544.37 54 47 54 7 54 9 54 555. 1 555.71 o: 1 2. 0 1. 0.10 o z 6.8 z 1. 1 0. o.z8 O D.B. 629 P. 616 PLAT ---- ---- 55sa - -- - -_- ---- - - -- _ ---- -- s4 543.37 -- _-- _-- =� 5 D.B. 530 P. 164 PLAT v, / 75 0 a-- - - - -- �_ o 5z o boa �o W fo f� o fio Y_�� " _ \ LU , W I o f � f - fo .•,, • 556.z5 1 6.z 56.2 5 555.59 z 5z.84 1. 0 0.17 48.17 1 44.75 - - 0 42.75 541.4z - I I 55 5 556.z5 54 9 5 49.50 46.0 544. 9 _ 42.09- - \ 49 - / PROPOSED 12' PRIVATE I 74 DRAINAGE EASEMENT �I 73L= - _ L = Q ------ 56B --- -- ------ -- I I - �YD16C I � I I � I . -S40 FEFFFFE- F- FEFEFEo, -F= EFF538BW 4 = EEI i FE , I 2 08 FFE= O /� I 556.58 6. 8 6. 8 556.58 555.92 555.25 553.17 550.50 548.50 I 545•o8 544.4 543 541.75 ° 55 5 55 5 2. 2 551.83 549 83 546.42 I z 17„ ISERs cs , I I I - _ -- - - - 54 4 - _, - i o I O 7 556.o X 6.0 555.4z X 55z.67 X 550.00 548.00 X - 544.58 z. 1.z i _ 4o wl 3 / ill 3:1 6.08 55 6.0 1. X 54 5 X 54 5 X _ - 4 _ 5 33 X 5/ 549.33 X 545.9z X 543 9z X 541.9z� 536BW Q I 55 X 55 X 554.75 X 5 55 150 z. 8 -- s41.o8- -i 539.9z -- - -- - - - - - - 7 2 551.4z 51-3 550 67 549 549.17 548.83 47. 3 54 41. 53 •z5 5361 W I V1 Private Drainage Easement Width Chart (10' TYP. UNLESS NOTED) Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Provided (feet) YD-13M - YD-13L 8 3.00 8.7 16 1 D-13L - YD-1- 8 6.25 I 1- 16 YD-13K - YD-13J 8 6.75 16.0 16 YD-13J - YD-13C 8 8.58 19.8 20 YD-13P - YD-130 8 3.67 10.0 10 YD-130 - YD-13A 8 8.50 19.7 20 YD-131 - YD-13H 8 3.50 9.7 10 YD-13H - YD-13G 8 2.67 8.0 10 YD-13G - YD-13F 8 3.33 9.3 10 YD-13F - YD-13E 8 6.50 15.7 16 YD-13E - YD-13D 8 5.83 14.3 16 YD-13D - YD-13C 8 8L50 19.7 20 YD-13C - YD-13B 8 3.50 9.7 14 YD-13B - YD-13A 8 4.83 12.3 14 YD-13A - YD-13 12 3.08 9.2 10 YD-13 - STR-94 12 3.50 10.0 10 YD-13N - YD-13K 8 3.50 9.7 10 YD-15B - YD-15A 8 3167 10,0 10 YD-15A - YD-15 8 7.67 18.0 18 YD-15 - POND 8 4.00 10.7 18 YD-15D - YD-15C 8 2,67 8.0 10 YD-15C - YD-15A 8 6.67 16.0 16 YD-16F - STR.82 12 3.50 10.0 10 YD-16D - STR.76 12 3,.33 9.7 10 YD-16C - YD-16B 12 3'.50 10.0 10 YD-16B - YD-16 12 5.25 13.5 14 YD-7C - YD-7B 8 3.50 9.7 10 YD-7B - YD-7A 8 3.50 9.1 10 YD-7A - STR.27 8 3i 50 9.7 10 YD-7E - YD-7D 8 3.50 9.7 10 YD-7D - YD-7A 8 3.50 9.7 10 YD-8C - YD-8B 8 3.50 9.7 10 YD-8B - YD-8A 8 3.50 9.7 10 YD-8A - STR.48 8 3,.50 9.7 10 YD-8A - YD-10 8 3.50 9.7 10 YD-10 - STR.54 8 3.50 9.7 10 YD-12A - YD-12 8 3.17 9.0 10 YD-12 - STR.92 8 3.17 9.0 10 YD-12B - YD-12 8 3'.50 9.7 1 0 Z� M M CV z W CN _' N W w I— Q LU Z _ " J J J < � _ z ''wrry� V w L9 �� LL_ � z OLU Z ' Q V = U Q 0; W J � J Q Ul U) J W Z V Z NwN L.1. ( � V z 1. z 54$ 54z.gz. 53 8W 1. 2° -- 55 4 1. - 55 4 -- YD166 _ 1 X 551.z8j< 551.3ox 51.16 -SSo Sox -3.�% - °X 'e548 41X =,548.00 547.5? x 547:ooX 2,50 4% 54z•51X 541.69X 541.06-539 5� e 5 8.a . 34.08' S•�� 26 ,�/1 PROPOSED WALL (MAX. ----- = s4s.s1 - = -- X, X _ _ x YDi - BENCH MARK IS \ LL 5 - - - - AX. HEIGHT= ) 546• 543.58 4.0 L to u, / I / 4 _ 548- • ' --- o zA I o 0 1 w Aproxima 7 DRAIN LINE FOR ROOF & OUNDATIONA RAINS __ �,,. 7 CHARLOTTESVILLE GI ROUSE-SIRINE Va Public Servl e Esmt. 55:LBW T; SWM ACCESS & v 1 + r-L _ STATION 105 Q D.B.221 P.305 sslBwl _ I IYD16 FACILITY EASEMENT SWM ACCESS & T o - - - - - 1' • I - - - _ _ _ FACILITY EASEMENT 2 - - -- ----- - _ arssa ----�� - P- - - - - 95 -- -I I 105 - -- - - -- - N I 5 HE OHTv W "*EN *3l8 48822939334.3.64�80 3 (OPROPOSED DRYSWALE547------ YA NELEVA��527 55 --- oE� lec.&Phony Poe 00 I „ --- --544-- ---5-54$ : � 0 ------- 60 --- --------- --- - - - - 5 PROPOSED UNDERGROUND STORMWATER -- -- -- - - -- - = r - - - - • ° 0 -- - ° 111 MANAGEMENT DETENTION FACILITY 70.• _ __ _ _ __ __ _ 3,, , . ° ° .o , • 77 - -- O 1 102 _ W Jj 9$ o z6 U.S. RT 20� 80) SCOTTSVILLE RO D 55 PH 6 - _-_ s- - - �^ I w j _ r - - - --- " - o - - -- CP G.35 - o / // ;� / ; ---------- GRAPHIC SCALE s�� ---------------------------------- // JOB NO ho m - - -- - _ 182157 ,' - 30 0 15 30 - 60 -. _ MAILBOX T 6001 ❑ ry ♦ 20 O MAILB X c SCALE D -- - - - MAILBOX - - - - _- -- - - - TT SHEET NO. HT OHTV ' \� - - - - - 550 - - - - - - / _ - - -- - - - - MAIL BOX I - - - - - M OHroHTv T OHTV Pole �� Phone - N o l- - - - - _� - - At)AIL�OX . - - - =- -- _ - - -- - - _ - = INV _ - 8 I I ' - ;� o Opp - , 3 , k 42 sl 'f- GRAPHLC-SCAL\ - _- -! 30 - - 0 15 i 30 80 1/ 120 -' ' / ' p- � � % �� IN.F'LET )'� ---i % % o/ O 634 I / -T inch = 30 f t. - - - i i i i� = bz� �� - --- -Og9 � ��� �� ;� 63 6 0 630 I I �6b - - ' , _ - - - ' ' - / - / 41 PROPOSED 1o' PRIVATE DRAINAGE EASEMENT 6�6 24 PROPOSED WALL MAX. HEIGHT 6') 622 / 620 / I 3qq SW 6-1 - I - - I - i , , ���1'( • �� I �- ' -- � -_ J- = � I � .III i I - -I YD8B 63gBW YD8 --- --- = ---- - ----- _- ----- = FFE ' TMP 90-33 PROPOSED YARD DRAIN SYSTEM ' m i' �- _ it FFE= FFE= II FFE 622.84 1 / JEANNETTE D. SMITH = / i FFE= 621.51 622.17 � BSMT= 6z6TW D.B. 4254, PG.118 4 BSMT= I 61300 ti9" - BSMT= I 5 611.6 / �� %���- �� �� M� __ ��SM 7-: - - - � � ., � � I 7 I 612.33 I - - II I - - ' 099 - - � / I � / � 6 �1 I - - - - - _ ' _ 7 - 612.67 62�x� z '' � FFE �� � I 611.6 II II II 61z.00 II I I - _ O YD C "N .PROPOSED 1o' PRIVATE - 3z62 / / \. 7 FE= BSMT= 6 --= 611.33 1 33-i ---- 1�_ ji it \ 1 DRAINAGE EASEMENT YD7B i 6ti8 62o.84 611.67 - 10 { 6i6gw �- - - - - - - 0� - VQ� BSMT= 1 \ 6io.2 - 6i r- OP9 _ - -- - - - - ` 9 \ P -j �/ / FIFE 11.33 610.03 - 3 85 11a - - - 8 3 9 3: � "' YD7E YD D � .84 a o - - - --� - FFE 611Moo /-K 10 7i - -: I 612111 w -- / bog 46 61o.35EP 2+50 YD A 6 - -�- - ° FE= BSMT- - _ _ M N u I Ogg - d V / - - rn 20-17 610. bog.z6/ i /� 8 �- -- 0, - - - - -\ 620.17 . 33 i o �I TMP 90-35A1 _-- ----- ------ \ %i, ti 5° 1 4 -- -- -,I ANG HOLDINGS, LL © - - -- V BSMT= � 610.00 � . � i � � �'I �5�;_= IS \ / a PROPOSED 20 PUBLIC - -li FFE= FFE= 60 . -! /% FFE= 6 1.1 I, FFE= \ 610.33 9 % i - of D.B. 1026 P. 715 _ - DRAINAGE EASEMENT 3 7 625.84 610.o0 0� - _ _ D.B. 657 P. 234 PLAT 633 84 -'BSMT- 628.5o i�SMT- \ y�o iiy o 63° ? BSMT= - '--BSMT= ' I 6 i 6u.33 i 616.00 60.a j/ y47 608 I 6z oo I 618.E _ � � i o L.= ' 34 �I - I �-- I I %� � `,� � .�' • � � � � i- 6�orw � / og.7z z// - YD 6o6BW 61567 LV I A -- . 618.33 ,o e as o FFE= =6 g.00 6oa.1 Q w 3 2 N o o N% �. i / 4 O - - N _ o o YD7 _ 2 / i / 46 o9.33 -- -- _ - - \ 45 L \ 35 ZI `' 63° \ "00_ - - _ 614.88 / O - _ - - - co 'r / - FFE= 60 .00 606.08 L 6o6.00TW \ /. 36 ' 6 o.6 3--_--- ---_ - 31 -- _ _ _ 2 / ° / 60 -600.00BW 3 5. 2A -� 9 i i % / 7 33 5.1% _ - ea 1 2 - 2 _ � / � PROPOSED 20 PRIVATE FFE=663.9s DRAINAGE EASEMENT s I 3 9s $0 60 .o0 60 . VE PROPOSEDISTORM oA / / 631.0o r w \ SEWER SYSTEM 3 605 33 - q I r rr - O - I _Q3o.34 - v, -� -- I �; � ' FFE 603.00 0 11 2 B - \ rt-Goz.o4 1 1 - - 3 33 � I 60 G' r � i � �, _ I -� _ � 4 I 43 � NOTE: CONTRACTOR TO INSTALL PRIVATE 8' I \, I'` \ 6zz. 8 - b18. ' � I i -- ` rr 6z oo _ - -- - '_ 6�r- /'" i 1 r-, 9• � i -- - � - _ � � � _DRAIN LINE FOR ROOF &FOUNDATION DRAINS � -, I �°n: FFE= a 5 63 33 r - - o _S- FFE= 601.0o g.88 O� o \' 600 I 59 BSMT= r' I - �� - I - - � _ � - \\ O 3 - 6 1. I --. - 5 FFE- � � I - - 6�5•59 - � _ I 3oB `� �., _ - �� S 3 I � 590 / I 6 0.6 6zz /9zl 6zo.z5 6i7 59 ' O 600AOTW / = YD13N PROPOSED 3. ' A V 594.00Bw - 3 7 _ o PRIVATE / /I --- -- - FFE= a BSMT= �� � � / / 599.0o I 597.47 9 / - 6� \ 620.83 FFE= I rl , ri `-- _ ASEMENT , oo / / ' S99 33 81. I ' DRAINAGE E _ ---- y v I i - -- A ON, NOTE: CONTRACTOR T 0. \ \ 629 337 624 FFE= L - - - - - - O INSTALL PRIVATE 8" ' BSMT= - - _ - FFE= � - DRAIN LINE FOR ROOF &, FOUNDATION DRAINS \ \ �� \ 619•So r 620 l BSMT= 6�3•�5 FFE= '1 6�7•92 olx 1 r ^' SWM FACILITY & \ \ 9-L - 616.o8 BSMT=6BSMT= 6 \, 21 S9 6 PROPOSED 10 PRIVATE \ - 61 1 BSMT= o ACCESS EASEMENT 3 4 6o8.o8 o YD6 ZFFE= S94.00 593.64 _ 6 PROPOSED 16' PRIVATE 61o. PROPOSED 10 PRIVATE ` _ 31 DRAINAGE EASEMENT �I o �� 94.33 b% - I DRAINAGE EASEMENT v 18� � � , I 74 � � I 60 �� - / I DRAINAGE EASEMENT PROPOSED DRY SWALE /1 v v (MAX.IGHT=6') �<b �;� ,�L ' -- I YD14 � � I I PROPOSED WALL MAX. H � \ �- I 608 �. \ I - FFE= 59 �� 5 _-----.- -------YD13L \ 610 YD1 K - - - - - - -- - - _�-- I YD13M YD131 � 3 I 7r6 608 / $ W 6o8 \ f - 606 - - BW 600 \ • : - - - - - - 6Q TW 604 /c W 8 - - I I 1 y •. y,✓ ,- --- -- - ------------------ - --- - --- -- -- --PROPOSED 20'PUBLIC / r - 59033s�9a OI 578.00Tw \� 60 --PROPOSED 20' PRIVATE Oz - - YD1 F YD1 G - - �_ NT 59 57a.oBw 2 _ - - _ - _ _ _ 3 3 2 DRAINAGE EASEMENT +' 5go.00Tw DRAINAGE EASEMENT- 00 YD13E 5g 1g ( , 584.00BW YD13D 596 - f 590 3 \ 5gz III , II 6o6 - - - YD1-J 598 FFE= 5 8 00 86. PROPOSED YARD DRAIN SYSTEM -- - - - - _ 18 \ 588.33 I °r° 96 � ' -r - YD1 H 3 I _ - MAT�HCIN -SEE-SH T 8 - 3 65 s78.00TW YD1 O - _ 3 -t_ {- I - �� ��_ - � � I� I ��� 574.00BW 592 � 1� i � ,I I � I I I � FFE= � 5e6.00 584�76 t s6.00Tw I S \ _ _ 586.33 �' � 580.00BW FFE= FFE= 588 -PROPOSED 16' PRIVATE 59 FFE- I � , _ - 59 � 1. i o.6 ��- 590.00 � � �`� o � I > 1 \ 2, II - 2.00 59 33 59 , _ 1 � \ DRAINAGE EASEMENT FFE- FFE= 3 BSMT= II - i - I PROPOSED 20' PRIVATE \ S, - _ c YD1 C = i � 59z•67 =i BSMT- I BSMT- '' BSMT- i I� / I � I FFE= � 5g4.00 DRAINAGE EASEMENT ` 506 - FFE= FFE O BSMT 582.16 81. 0.8 580.16 17 584 33 8 - 49 58 593.5 i 593 33 BSMT= II ��, 5 - 3 FFE= �� ii - i\ 5 581.83 i 5 81.16 �I 580.50 57983 �� / �� LlJ Iu 592.83 3•5o x , � -I I� I BSMT= 5 3 7 5 8; I 5 0 59 3 BSMT= - N $i.5 1 8 6 591.50 8 .00 . I I • -i I ', X I-- � a, I m I a � , 57$ � YD i � 5 4 51 33 $ 57 5 3 583 33 I - - - 5 581.67 ° o 59 3 81.6 _-- - _ -- .o% S 566.00BW FFE= -,, 0.8 � ,' S � � # I � � _ _ __� ' � L ` I 580.00Tw � BSMT- sz.67', - 576 / \ 588.83 - -`\ BSMT= 5 7581.33: o L=580.47-_ - 79.65.- S7 •87�578-45 - / z 5$O ---- -- 574.00BW PROPOSE YD13A - 70 - - D 10' PRIVATE � ���\ .� �� BSMT= `�� 501.00 ,`� � - \`�' ` ' _ -`''„ ,S- 581.z4 -- r- ` �'� - - - -- - - DRAINAGE EASEMENT Bw 5884 - 579.0o p6C\ 5ao.6T �� - - - __ 76.5orc �c PROPOSED WALLS MAX. EIGHT-� FFE= � 578•67� _- - - -r - I 581 68 ° 577.00`- - -- ---- -- --- e S 1 +50 s�� 16+00 16 QI ,� 1 ° 1 6g 17�1 --i / \ \ \ / - 'S80.65i 15+0 19O PROPOSED 10' PRIVATE V - --- DRAINAGE EASEMENT -1 579�0 ^�/ _ w - w __ _ _ _ -- - -= 166 �4 PROPOSED STORM N PROPOSED WALLS (MAX. HEIGHT-6') FFE= 3 \ L `� OLA y 16+5o SEWER SYSTEM Tw s - YD1 1 v V - - 5 4 YD126 576.67 Y \ 78.z ��- i, - - / 574 33 - BW 580 / j T,. _1- j 64 56o.00BW i - - - - - - I TW 5�z � � o k / / '\ % 1(•tk ,--= w 24+ ` - - . _I I � f C8 6o.00BW- - - -- - - - - \ r BW 580 / / o / \ b -- - 578.79 578.1z 7 .00TW PROPOSED 8 YARD \ / / S� -- 5 0.05 ---- - ---- - --- - 568 574.00 /� / � O 581.z - - _ -- - - - � _�_� �3 _ I � = Ic. 568.00BW DRAIN SYSTEM / / s75.5o / _ _ 9 _ _- _ . FFE DR - I 1 -_ o 573 67 FFE= 'CID / 94 i �! - - - - - o° - - 15 - - ao w � 0 57 II,I 0) O 571.67 : ti / - - a 581.00� 5 12 �? I L °o 573.55 j - - s� \ 79.67 t , 1 / � \ 581.67 _ � I � �- / �� \ \ 571.33 / / / i>� �/ O �r-- �II � I FFE= 57 .67 1571.01 68.6 - \ 57940--- 2.00 PROPOSED 10' PRIVATE 5 , 7 y ,- \ PROPOSED 20' PUBLIC 570 ;i 3.3�ro DRAINAGE EASEMENT �- "56g --- 57 v i o zo v DRAINAGE EASEMENT 570 557.o BW \576.68' / FFE= 569.6 569•o YD12A - \ / 0570.75 / O ' I 0.00 z% 570.00TW -- --- - ----- \ PROPOSED STORM 3.6� 579 67 57 570.00 --- ti \ x° �� FFE= 580.00 3: 564.00BW °0 - _- '� iSEWER SYSTEM 574 5 33 57 7 FFE= - - - - - - % ti FFE= 81. i BSMT- 0.1 579 33 6 - -' / - s74.o6'', - - FFE= / 3 LJJ . / 577.67 \ 5 BSMT= 569.5o ' I � / BSMT= 1. o I v FFE= 82.0o I - 57 5 I � I ,� �, 66- 1 FFE= /// v r ----, � v � � � � v BSMT= 572.16 I, I� 'I I �'� � � 568.00 567 67 � �� J I O ° __ 570.00 /� ,, S>0 `�o / FFE= 580.o0 �\ - I `0 3.7ro `n _ -- - I 569 67 l g2 / r \ BSMT= 570.17 PROPOSE I -- - - D YARD DRAIN SYSTEM - / is - YD1 Drl DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. rD1. ) LENGTH* I (ft.) SLOPE (%) INVERT IN NVERT OUT MATERIAL INLETTYPE Curb Type SLOT 4ENGTH RIM ELEVATION 36 DI-313 CG-6 8 626.17 35 15 159.59 0.51 % 621.92 621.10 RCP 34 MH CG-6 - 631.25 33 15 74.04 1 2.26% 621.00 1 '619.33 RCP 32 DI-36 CG-6 10 626.50 31 1 15 131.17 10.67% 619.00 605.00 RCP 30 DI-313 CG-6 12 611.75 29 15 37.02 5.13% 604.00 602.10 RCP 28 DI-3C CG-6 6 608.25 27 15 15.67 1.60% 602.00 601.75 RCP 26 DI-36 CG-6 6 608.42 25 15 49.86 2.47% 601.33 600.10 RCP 24 DI-36 CG-6 4 608.25 23 15 55.62 7.19% 600.00 596.00 RCP 22 DI-313 CG-6 8 600.67 21 15 98.58 7.78% 592.00 584.33 RCP 20 DI-313 CG-6 10 589.92 19 15 38.02 3.29% 582.75 581.50 RCP 18 DI-313 CG-6 12 588.08 17 1 15 75.76 7.04% 577.83 572.50 RCP 16 DI-3C CG-6 6 577.42 15 24 27.79 0.90% 569.75 '569.50 RCP 14 DI-313 CG-6 10 577.33 13 24 44.70 6.33% 568.75 565.92 RCP 12 DI-3B CG-6 8 570.92 11 24 120.50 6.29% 559.00 551.42 RCP 10 DI-313 CG-6 10 556.42 9 24 131.35 5.14% 545.50 538.75 RCP 8 DI-313 CG-6 10 543.75 7 24 66.86 1.99% 533.00 531.67 RCP 6 DI-3C CG-6 6 539.17 5 24 64.02 1.671/0 530.17 529.10 RCP 4 DI-3B CG-6 6 535.50 3 24 69.03 2.03% 529.00 527.60 RCP 2 DI-3C C1I 10 533.42 1 30 30.89 0.81 % 527.50 527.25 RCP 2B DI-313 CG-6 6 534.17 2A 15 45.13 1.66% 529.17 RCP 6B 128.42 DI-3B CG-6 14 539.50 6A 15 37.95 2.85% 534.00 532.92 RCP 88 DI-3B 1,11I 12 544.00 8A 15 35.22 1.42% 537.25 536.75 RCP 10B DI-313 CG-6 16 556.42 10A 15 27.68 0.63% 549.50 549.33 RCP 16B DI-3B CG-6 8 577.75 16A 15 14.72 2.24% 572.75 572.42 RCP 30B DI-3B CG-6 12 610.92 30A 15 28.62 2.86% 604.92 604.10 RCP 326 DI-3B CG-6 10 626.50 32A 15 27.72 1.52% 619.75 619.33 RCP 44 DI-1 CG-6 - 641.75 43 15 191.07 0.82% 637.50 635.93 RCP 42 DI-33 CG-6 8 640.75 41 15 174.50 0 1.66 /0 635.83 632.93 RCP 40 DI-3B CG-6 6 637.75 39 15 174.25 2.71 % 632.83 628.10 RCP 38 DI-3B CG-6 6 633.58 37 15 44.24 0 4.52 /0 628.00 626.00 RCP 48 DI-3B CG-6 6 609.33 47 15 46.83 0.68% 602.42 602.10 RCP 46 DI-3B CG-6 4 608.92 45 15 54.77 3.47% 602.00 600.10 RCP 54 DI-313 CG-6 12 544.58 53 15 45.67 1.05% 538.58 538.10 RCP 52 DI-313 CG-6 12 544.92 51 15 128.86 3.80% 538.00 533.10 RCP 50 DI-3B CG-6 8 539.25 49 15 39.24 6.3770 533.00 530.50 RCP 66 DI-36 CG-6 10 595.33 65 1 15 184.89 11.21 % 589.50 568.77 RCP 64 MH CG-6 - 574.67 63 15 106.03 10.52% 568.67 *:5:2:: RCP 62 DI-36 CG-6 10 562.33 61 15 107.75 12.44% 1 557.42 544.02 RCP 60 DI-36 CG-6 10 549.33 59 15 106.81 9.13% 543.92 ',534.17 RCP 58 DI-313 CG-6 8 539.92 57 1 15 48.29 4.97% 533.42 531.02 RCP 56 DI-3C CG-6 6 538.08 56A 18 120.02 0.54% 530.92 530.27 RCP 566 DI-3C CG-6 8 537.75 56A 15 43.70 0.53% 531.25 531.02 RCP 58B DI-1 CG-6 - 538.00 58A 15 34.13 0.67% 533.75 533.52 RCP 70 DI-3C CG-6 8 576.17 69 15 28.48 3.16% 571.17 570.27 RCP 68 DI-3B CG-6 4 576.17 67 1 15 15.79 3.17% 570.17 568.77 RCP 84 DI-36 CG-6 8 559.50 83 15 28.91 0.52% 552.50 552.35 RCP 82 DI-3B CG 6 5 559.00 81 15 96.83 3.17% 552.25 549.18 RCP 80 DI-313 CG-6 6 555.00 79 15 44.75 0.51% 549.08 548.85 RCP 78 MH CG-6 - 554.58 77 15 77.99 0.51% 548.75 548.35 RCP 76 DI-3C C13-6 8 555.00 75 15 43.90 0.52% 548.25 548.02 RCP 74 MH CG-6 - 554.25 73 15 56.81 0.56% 547.92 547.60 RCP 72 MH CG-6 - 554.25 71 15 19.87 0.86% 547.50 i547.33 RCP 94 DI-36 CG-6 8 577.00 93 15 85.75 9.13% 570.50 562.67 RCP 92 DI-38 CG-6 10 566.58 91 15 37.69 0.61 % 560.25 560.02 RCP 90 DI-3B CG-6 12 564.08 89 15 75.94 3.16% 559.92 557.52 RCP 88 DI-1 CG-6 - 562.00 87 15 75.70 1.22% 557.42 556.50 RCP 98 DI-36 CG-6 12 54, 97 15 184.21 4.74% 541.00 532.27 RCP 96 DI-3B CG-6 12 ------ 95 15 30.57 0.56% 532.17 532.00 RCP 106 MH CG-6 - 536.00 105 36 116.83 0.67% 523.97 '523.19 RCP 104 DI-3B CG-6 8 531.87 103 36 114.36 0.74% 523.09 522.24 RCP 102 DI-3C CG-6 10 529.33 101 42 59.67 0.66% 522.14 521.75 RCP 112 DI-1 CG-6 - 527.58 111 24 32.80 0.79% 522.50 522.24 RCP 114 DI-315 CG-6 16 525.83 113 15 1 57.45 1 1.01 % 521.58 521.00 RCP I� W SCOTT R. LLINS'Z Lic. No. 0357911� ��0 03/18/20 ���,SS IO/NAL ��,C��` UZ z 0 Q O a w V) 0 J Z Q O c'-n z U) z Ww Cd z O W w w m o 00 .-+ o LU r' LU Of JOB NO. 182157 SCALE 1" _ 301 SHEET NO. 9 GENERAL CONSTRUCTION NOTES FOR STREETS ALBEMARLE COUNTY PROPOSED 1" SM-9.5� OVERLAY GENERAL CONSTRUCTION NOTES EXISTING 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE PAVEMENT DEPARTMENT OF COMMUNITY DEVELOPMENT 296 5832 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. ( ) - 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY INCLUDING _ X. TON E STONE SUBBASE 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA COMPACTED--- _ - THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY SUBGRADE IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE APPROVAL. REQUIREMENTS OF THE PERMIT SHALL GOVERN. ASPHALT PAVING - MILL/OVERLAY 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY 2 ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS NO SCALE THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. AND STANDARDS OF I/DOT UNLESS OTHERWISE NOTED. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE, EXACT LENGTH LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF J. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT ( ) GRADING OR OTHER CONSTRUCTION. SURFACE SURFACE 1 � COURSE COURSE TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 A, B OR C . 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY 1" BINDER 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.) OBTAINABLE, LESSER SLOPES OF 3.'1 OR BETTER ARE TO BE ACHIEVED. INTERMEDIATE COURSE 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, PA VED RIP REQUIRED 6. -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQRED WHEN IN THE OPINION 7.5" 21-A SHALL BE STRICTLY ADHERED T0. OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A BASE COURSE 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE DRAINAGE CHANNEL COMPACTED- SUBGRADE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE TRAFFIC CONTROL DEICES ASPHALT PAVING - PARKING SPACES ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS NO SCALE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY 9. A ALL EXCAI/ATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED 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 FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ROAD NOTES �i. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY W Y BEFORE .:'...•..,x.,.:. . 6,ASPHALT_, BEING COVERED. �r,,.•�4k.,,,>... \ GRADING: 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA Ili. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE COMPACTED DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PLACEMENT OF ROADBED BASE MATERIALS. SUBGRADE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, 5' ASPHALT PEDESTRIAN TRAIL OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. No SCALE 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. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, SUBGRADE. FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. DRAINAGE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS FOOT. PART OF THE FINAL INSPECTION. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR CONDITIONS INDICATE. TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. 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 viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. POINT OF PAVEMENT: R l w ROLL TOPc/L � FINISHED GRADE R I w 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE / CURe GG-2 MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS CURB APPROVAL THE PROPOSED METHOD OF CORRECTION. 1/47-1' 1/4':•1' 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" VDOT 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BASE 4-ZIDOT BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE 8' 1 9' STONE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. V 2.5 (TRAVEL LANE) I (TRAVEL LANE) BASE 5. ROUTE 20 PAVING MUST MEET THE EXISTING SECTION AND ALL OTHER PUBLIC STREETS MUST HAVE AN APPROVED 17' E/P-E/P PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE 22' PRIVATE ROAD R/W TYPICAL ALLzY ASzrTION - ZZ' PRIVATE ROAD (PRIVATE ALLEY) 15 MPH DESIGN SPEED NOT TO SCALE EXIST. GROUND EXIST. GROUND 5' WIDE CONCRETE SIDEWALK 27 i 6' PLANTING _ 4" VDOT 21A STRIP STONE BASE ----- --- i 3.1 EXIST. GROUND EXIST. GROUND C/L CG-6 CURB & GUTTER 2% 4" VDOT 21A BASE STONE POINT OF FINISHED GRADE SURFACE 5' WIDE CONCRETE SIDEWALK 29 6' PLANTING STRIP BASE 10' 1 10' 2 5 25 6 (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 56' R/W TYPICAL jVZ16!HB0.Rff00D S'TRZZT ASEMON (56 ' R%!Y') PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED- 25 MPH PARIfING ON ONE SIDE ONLY 5' WIDE CONCRETE SIDEWALK \ 29 _ 6' PLANTING 4" VDOT 21A STRIP STONE BASE CG-6 CURB & GUTTER 2% 4" DOT SUBBASE STONE BASE R/W NOTE: THE PROPOSED ROUTE 20 PAVING SECTION SHALL MATCH THE EXISTING SECTION OF ROUTE 20 PAVING ALONG THE PROPOSED ROADWAY IMPROVEMENTS AND ALL OTHER PROPOSED PUBLIC STREETS MUST HAVE AN APPROVED PAVEMENT DESIGN PRIOR TO INSTALLATION OF THE STONE BASE. 1 CE SM COURSE r IP GENERATION SURFACE COURSE�� 4" BM-25 1��1 INTERMEDIATE COURSE \ \ i ---- \ BASE COURSE /�/// // /// - \ COMPACTED- --- - ���/��A \A VVA Si IBGRADE ASPHALT PAVING - ROUTE 20 i NO SCALE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH - THE EXISTING PAVEMENT SECTION. 1.5 SM 9.5 SURFACE COURSE 3" BM-25 INTERMEDIATE COURSE BASE COURSE COMPACTED SUBGRADE ASPHALT PAVING - AVON ST EXT NO SCALE TURN LANE *NOTE: THIS IS A MIN. PAVEMENT DESIGN. ASPHALT PAVEMENT SECTION SHALL MATCH THE EXISTING PAVEMENT SECTION. 1.5" SM-9.5 SURFACE COURSES--., 3'-4" BM 25-------� INTERMEDIATE COURSE BAS5.5" COURSE j\��j\��///�/\%/ COMPACTED — SUBGRADE R P, ___ R DE ASPHALT PAVING - PUBLIC/PRIVATE NO SCALE STREETS 2" SM-9.5� SURFACE COURSE 1" BINDER INTERMEDIATE COURSE BASE COURSE% \ VA COMPACTED------------V �A\�\V�j/A�jAA SUBGRADE ASPHALT PAVING - ALLEYWAY NO SCALE (VAR/ABLE WIDTH) NOTE: CONCRETE SHALL BE 3000 PSI AT 28 4" CONC. DAYS OR STRONGER. d yv vvv vvv� .: ; ' vvvvvv�vvvvvvy /\\ i /ii\//i\ 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE Pavement Design RF= 1.0 Location ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Sub -base h a Dp Dauphin Drive (Public Road) 944 2 964 4 4 14.63 SM-9.5 1.5 2.25 BM-25 4 2.25 21A 5.5 0.6 15.68 Loyola Way (Public Road) 283 2 303 4 4 10.60 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Berwyn Lane (Private Road) 302 2 322 4 4 10.81 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Sheridan Street (Private Road) 217 2 237 4 4 9.75 SM-9.5 1.5 2.25 BM-25 3 2.25 21A 5.5 0.6 13.43 Private Alley 264 2 284 4 4 10.38 SM-9.5 2 2.25 BM-25 1 2.25 21A 7 0.6 10.95 EXIST. GROUND 4" VDOT 21A STONE BASE EXIST. GROUND I CIL R/W C POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB & GUTTER 5' WIDE CONCRETE_- SIDEWALK SURFACE 3 EXIST. GROUND 27, 2% �-11 oil3 4"'VDOT 4' vDOT 4" VDOT 21A STONE SUBBASE STONE STONE BASE BASE BASE EXIST. GROUND - 2.5 5 0 10' 10' (TRAVEL LANE) (TRAVEL LANE) j 24' F/C-F/( ( TYPICAL NV'IG'fIBORHOO.D STREET ASI'CTION �49 ' R/!YJ BERWYN LANE PRIVATE ROAD OS-SSAR RESIDENTIAL & NIXED USE SUBDIVISION STREET DESIGN SPEED.• 25 MPH ON -STREET BUMfX-OUT PARX11VG ONLY NOI U=AT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKIN_ _ SIDEWALK (WHERE REQUIRED) CONSTRUCTED ADJACENT TO AND FLUSH WITH INLET TOP Face of Curb Invert Line bin tin 1 8in RiH3in -. R1ft6in ., 12 1 F tr . a Builder's Option_ Area may be concrete. 6Uttnm of GUIrh may f0II0W Slope of sub -base provided a minimum dept of 7 inches is maintained- . ft0in -2ft0in Rolltop Curb VDOT STD. CURB •'� DROP INLET (DI-3) g WITH TYPE "A' NOSING 0 a 0 0 0 0 m W 0.5' O � F1 OW ,. .� .. t• ' .►FLPWLIN&' , ` .. •. n it I---6' MIN. TRANSITION . RANSITION-� t v O 3 E VDOT STD. ROLL-TOP CURB SECTION A SEE DETAILS XS-3A AND XS-3C o PLAN i NO SCALE _ 5' WIDE CONCRETE CG-6 CURB & GUTTER POINT OF FINISHED GRADE CG-6 CURB & GUTTER 5' WIDE CONCRETE -� --- SIDEWALK �- \ w z DOSIDEWALK w 3' SURFACE 3,1 \\ Ua EXIST GROUND 27. 2% 29 29 EXIST. GROUND _0 - L 6' PLANTING , - z STRIP 6' PLANTING ) O O O r 4" 1/DOT 21A 4" 'VDOT a' VDOT STRIP 4" VDOT 21A ry a: W a STONE BASE 21A SUBBASE 21A STONE BASE d a EXIST GROUND STONE BASE STONE BASE EXIST. GROUND < 1.6't O (� o I o 25 j__10' 10' z.s 6 1.0 � 0.5' (TRAVEL LANE) (TRAVEL LANE) 1'.1' j 24' F/C-F/t D TYPICAL NW'I6!HBORHO0,0 STREET SECTION (49 ' R/#r) LOYOLA WAY (PUBLIC ROAD) AND PORTIONS OF DAUPHIN DRIVE (PUBLIC ROAD) AND SHERID.4.tV STREET (PRIV.4TE ROAD) GS--SSAR RESIDENTIAL & MIXED USE SUBDIVISION STREET DESIGN SPEED.' 25 MPH ON -STREET BUMP -OUT PARKING ONLY NOTE: RIGHT-OF-WAY WILL WIDEN IN LOCATIONS OF THE BUMP -OUT PARKING SPACE`_ SECTION A -A NO SCALE IIIIIIIIIIIIF�� Slope break for drolnoge, if req'd. H 017% 1 T- � �I SCOTT R. LLINS Z O CJ Lic. No. 035791112:�, � 02/18/20 �w� 1� . X,, 1 C SIONAL E� I/ I t LOT LOT LOT LOT'�y 47 48 49A in 22 LOT �' Z 21 W ,... -.------- --_ ------ \ LOT ---- I\ 20 OT \ � O � LOT LOT LOT LOT 1 II LOT LOT 54 53 52 51 5 \ \.,. II LO' z LOT 5 55 17 OT 5 (n W 61 f W � � o or _ V) `� i w w `LpYpLA _j a II Y J LOT 63 LOT _ Q � � O II i I 15 O O I. LOT p W I 4 O Q a as / I _� OT U m (n � I LOT LOT t BOT LOT LOT 83 ! it I 12T W (n Q Q fi4 LOT 81 iI 79 I J � (Y Z LOT Q W W O or a 2 11 O E U 65 % Lf) 1--I W iLOTJ ; 7°7 ^� - z LU W J 66 _ / 76 / ♦...1 LOT > W II c 9 G LU LLJ LOT � (Y m ILOT N�I�, I 67 OT I I Q .I -x- - - ,-�-�- O �. �� LOT LOT - I 6 I- I I LOT I: 75 I x®" / I � J 66 �.... �71// , a I LOT LOT 74 5 r LOT m �O� ,I - L73 -.I l OT LOT LOT W / L 2 (Y LOT / is 72 / LOT 71 LOT 'I _I I - BERWYN LANE Z - I � I ADT iT T T LOT UT LOT LOT LOT LO LO LOT LOT LO LOT LOT LOT LOT LOT LOT I I / fT 98 86 : III / 9 84 88 90 91 92 94 96 7 100 fis (T O 87 89 93 9 99 5... I / W rI 00 cV I I < \00 00 CD N - -- _ t L9 00 TRIP GENERATION CALCULATIONS TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) ti soo SINGLE FAMILY ATTACHED AND DETACHED UNITS - CODE 210 CY) cY) ADT: 944 VPD (472 ENTER/ 472 EXIT) � AM PEAK: 74 VPH (sg ENTER/ 55 EXIT) N PM PEAK: gg VPH (62 ENTER/ 37 EXIT) - z N /_j N >_ O = W J > Q J � z - LLI _LLI -.j O Q J LU n%( vv � T � U < w I O w � z Ul V) I-1 0 4 C" a ee U ;;: ' Back of Curb o CG-2 LU LU 0 a 0 �I!: O (a NOTES: 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 1 O a I ii i ! ! ! ! i i 2. CONCRETE TO BE CLASS A7 F CAST IN PLACE, 4000 PSI IF PRECAST. ' 4" - (n j! j ! ! ! ! ! j ! • 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PND FOR AS RADIAL CURB. f••--�I 2' R I I u 11 Constr. c J 4. AS DEPTH E CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS IN THAT THE (CU A, '0 .;, ! 1 I 1 Ilii Joint 3" DEPTH) ORDER BOTTOM WITH BS TOP OF A OF CURB F T COINCIDE PAVEMENT COURSE OF THE PAVEMENT SUBSTRUCTURE. io p,• •. p, c OTHERWISE THE DEPTH 5 TO BE 18" AS SHOWN. N THE PRICE BID IS TO BE MADE NO AA DECREASE FOR A DECflEASE OR AN INCREASE N DEPTH.D,� ♦ D SURFACE LPL 1..� MairYine Edge of Pavement 5• THE REQTO BE UIREMEENTSEFORNCGG--6 AS SHOWN I� Iyy Driveway Entrance Warp Transition Roll top curb APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. A d (I n BASE Part Plan of Entrance Transition ° A D.� D�•D N FIGURE 7 - ROLL TOP CURB ENTRANCE DETAIL 4 A Ro6us Return Warp Curb profile to match drivewoy enlronee apron ?rode within 4 feet eoch side O( opron above invert line. I Driveway Entrance Apron for Rolltop Curb Port Section A FIGURE 8 ROLLTOP CURB ENTRANCE DETAIL SECTION Y" RADIUS SUBBASE D ' D SURFACE 5 .d' ;A. BASE 511861 1z B" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 W I- LU W � _ d VC1 JOB NO. 182157 SCALE AS SHOWN SHEET NO. 10 SEWER SERVICE LATERAL CONNE'CTiON NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER MAIN SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 6" PIPE 6' d.d. 6" LNfY7lT rl ACC 1 5' VDOT NO 1 ONE BEDDING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE PIPE * STABLE SOIL. ROCK O.D. L�- - 12" SECTION A -A * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE: ALL STONES TO INSURE THE PiPE DOESN'T REST ON ROCK AND CONCRETE ENCASEMENT NOT TO SCALE THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. LENGTH (VARIES) FOUNDATION IN POOR SOIL UNDER -GUT CONDITION MATCH EXISTING Pfi0FiLE �( 1 EXCEPT WHERE SLOPE OF l� MAX, BANK EXCEEDS 1 TO 1 A 1 UNSTABLE 6" 4 14 all INITIAL UACKFILL 4 MI 501E MI MIN M N MIN. #'68 STONE 3:0' WiiN.D GRANULAR FILL AS APPROVED BY ACSA bC STABLE SOIL OR ROCK ' NOTE UNDISTURBED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. MATERIAL A 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, ELEVATION 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTES: 1. WHERE LESS THAN S OF COVER IS AVAILABLE BELOW STREAMBiED, CCNCRETE ENCASEMENT IN THE TRENCH. WILL BE REQUIRED. 2. WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS S, THE TRENCH SHALL 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 15" OF VDOT CLASS 1 RIPRAP. SEER DUCTILE IRON WATER TYPICAL STREAM CROSSING N.T.S PIPE INSTALLATION & BEDDING FIG. S-7 NTS TD-38 FIG. W-2 TD-2 1' COMPRESSION x 314" MALE PIPE COUPLING OR APPROVED EQUAL I 1" TYPE 'K" SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY REMAiNING BACKFILL SHALL RESAND IRRIGATION AL ON SERVICES. OR DUAL RESIDENTIAL NOT CONTAIN ROCK MATERIAL AND IRRIGATION SEf(MGES. 36"MIN LARGER THAN 5" IN ANY 1'xt x1 TES DIMENSION 24"MI i INTiAL BACKFILL* N(6" LIFTS) NO S8'"MIN SWEATED FITTINGS EMBEDMENT * THOROUGHLY COMPACTED 2 SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER DUAL SERVICE F. HAUNC:HING 1" CCMPRE551014 x 3/4' MALE PIPE COUPUNG NO, 68 STONE TYPE OR APPROVED EQUAL BEDDING 6" max K 4" min sDFr 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 PROVIDED. SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. F-OAST IRON LID1I NOTE , FINISHED GRADE 1.OPENI CUTS IN PAVED AREAS IAIITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE 2"-16 BACKFILLED ENTIRELY WITH NO. 21A STONE, LDCKMINC BALL BOXER 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED YALNGu AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 38' MIN. COPPERSE TER STONE SHALL BE PROVIDED ' 1/B BEND COUPUNG� ems- 1 WHERE ROCK IS ENCOUNTERFD PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDIING OF NO. 68 STONE METER r< yti BRICK AS CORPORATION STOP - a' N •{ ''tn NECESSARY SAND OR DUST UNDER '. a1 4' DIAMETER DRAIN PIPE, 12' MNXIMUM°THIS CCKNELONG STONE POCKET VOGT . INLN !,f� q '' � ± �� SPEC. 203, NO. 57 XGGREGATE TYPICAL SEWER PIPE TYPICAL SERVICE LATERAL INSTALLATION INSTALLATION IN TRENCH (5/8" & 1" METERS) NTS NTS FIG. S-3 FIG. W-6A 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 I 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 IU-3 ASTM A36 AND HEX NUT ASTM A566 (TYP) UNDISTURBED EARTH UNDISTURBED 2 - 3/4" DIA SOIL (TYP) ALL -THREAD ROD -WATER MAIN VALVE 24"MIN UNDISTURBED EARTH PLAN CLASS A-3 CONCRETE 18" MIN UNDISTURBED E ELEVATION ,SE(;TION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALAG PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS FI9, W--3C T'D-6 %lAFDC T•HYDRANT EQUIPPED WITH CHARLOTTES- MILLE THREADS WHICH IS LOCALTHE F • • VARIES MIN CLEN0' �II 70 • 1 1 : • • 42"MIN . `.`, `•�, •. ,•I VALVE X 6" r M TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL iS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED iN SHOULDER OR BEHIND THE DITCH. IT 15 NOT ALLOWED IN THE DITCH. 5, FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N"T.S, FIG. W-4 TD-8 FRAME & COVER (SEE FIG. S-I-D,E) z N WATER PLACE 5 GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID #SCO)TTLLINS'� �-J Lic. No. 035791,'� 02/18/20 SSSIONAL ��Gw M.J. GATE VALVE V F IC LINE 2500 P.S.I. - CONCRETE �' a 2'x 2' BEARING AREA. THRUST BLOCK Z Z Q O < W m Lu F- a aF a r Q 2:0 0 j a O ! ¢ a as Imml U m M M r NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. Lu J Q Q z Vl z ¢ w w 0= ~ TYPICAL GATE VALVE o z o o w > H� Lu ul) Lu ­­INTS Cf) cl� FIG. W-5 ui Lu Lu Lu Lu Lu TD- 9 CID Q I0 I- L~J 4" DIAMETER BRANCH I - __•. STREET SURFACE OR z m AND VALVE NON -PAVED AREA SLOPED AREA -� w M J PLUG ti'"1 tiL1" LYE VARIES 1'-O" MAX 3000 PSI CONC, BASE 2 -0" BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MiN i WATER MAIN -RESTRAINED JOINT FITTINGS RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED ON-LINE CONCRETE SECTIONS 12" MIN l`0" RING SEALS ,A 16" MAX BRANCH 7> B 12" MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0"FROM INLET TO OUTLET VARIES THREADED COUPLING BRASS NIPPLE AND PVC SHALL BE 0.20 FEET. (CONCRETE VARIES DEPTH OF FLOW FiLLETS - 4 2" PVC SLEEVE CHANNEL TO BE 4 CAP { LUBRICATE ALL THREADS 3/4 DIAMETER OF i _ - CONTRIBUTING :o THRUST BLOCK C° METER BOX (SEE FIG. W-7) SEWER. A A FILLETED INVERT FOR A SMOOT 4 AA • '+� " 12" NOTE: VALVE F0OX TRANSITION OF FLOW BETWEEN FLEXIBLE CONNECTION NO. 57 STONE INLET & OUTLET PIPE SHALL BE WITH STAINLESS STEEL ALL CONNECTIONS TO M.J. FITTING : �2" PIPE SLOPED PROVIDED. MIN_ 6" BEDDING NOTE : W/ NO. 68 STONE BAND EXISTING MANHOLES SHALL W BE CORED AND A FLEXIBLE TO DRAIN IF GRADE ALLOWS 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE CONNECTION "BOOT " I, INSTALLED 2" BRASS PIPE SPECIFICALLY DETERMINED BY THC CONSULTANT FOR THE SOIL CONDITIONS. 0 VARIES VA S 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 FIG, S-1-A FIG. S-I-B NTS TD 25 FIG. W-B TD-13 TD-19 TD-27 UD-4 CF.-1 CG'f18 EW t2 �UT OOP OF CUT , (T YPICALI `• ENTRANCE _ PAT LIMPS f - OUTLET PIPE li7 � 'IIBGRA E EFES (WITH C.5• _ FILL LYTCH LIVE ll 01701E9TILE IRAINME FA UNDENDRNN SHILL IN CENTERED UNDER CM AND GUTTER SHOULDER LINE (OVERLAP T-0 AT TOP) PAVED SHOULDER (;OvmA ALE ORA•lK,E FABRIC '-0"' OF PAV Nr (GYE�-Ar r-(r' Ar rGPr COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS PAVEMENT CENTER LINE SECTION TRAVEL LANES !-45 MATERIEL [W'I^� Tit 95L.EC' MATERl1!_l - UNSTPBL/Zil1 _ -• " a y5• 4 S'1DGRADE OUTLET PIPE�1,HBAS-Fa NAT 1?IA� .�,: �•� ,r SEE NOTE 1 - Ik57 AGGREGATE, Rfi 51>BGRADE (NUTLET 1'PE TRENCH PLACEMENT [EUGE Di PAVEME Ni _CJYL TM OIPC -0 AGGREGATE OR CRUSHED SEE NOTE I CLASS MEETING #B SHOIA DER LINE DEGN WI-H 45' CRMATIDN REO(XNENENT. #67 AA,r,�GPTE, •6 4" PIPE - PAVEMENT SL'RFACi L DASE -•OF ICE OF F!_L L VARIABLE AGGREGATE OR CRUSHED a r 5'U68ASE/ - (EIICE Gf PAVED SHOIhDERY GLASS MEETW 48. F.2i #tADATION RCUI%IllwM. -SELECT MATERIAL TYPEI°RH O ITrPM&1 PAVED SHOULDER SECTION CURB AND GUTTER SECTION 00.37 AGGREGATL .8 AGGRREGATE GO CRUSHED I CLASS LEETINQ UB GRADATION REQUIRENEN-S PLAN VIEW �•i .0•• GEOTEXTLE DRAINAGE FABRIC 4PLACEMENT OF CD 1 COMBINATION UNDERDRAIN) OR �- PAVEMENT SURFACE t BASE -.-- SUBBASE OR CEMENT STABILIZED SUBBASE LD - 4 000 LIMITS OF PEO. ACCESS ROUTE ® LIMITS OF PEO. ACCESS ROUTE UNPAVED SPACE NON -TRAVERSABLE ' UNPAVED SPACE I TH F ENTRANCE . L•AITS OF PEG. LIMIT$ OF PED. 55 ROUTE ® NON -TRAVERSABLE ! ACCESS ROUTE PEDESTRIAN ACCESS ROUTE DETAIL WITH & WITHOUT UNPAVED SPACE ADDITIONAL RIGHTIS RE RED F THE LIMITS OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND LJ EXISTING OR PROPOSED VDOT RI T-OF WAY. ' I ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS • �• UNOBSTRUCTED STABLE,FIRM AND $LIP RESIST 4o N- PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED AND Po4e4o e USED BY PEDESTRIANS. F ACCESS ROUTE IS ADJACENT TO BACK OF CURB, MINIMUM WIDTH SHOULD BE F. SECTION F-F �. -a o - o o . o � SELECT MATERIAL TYPE I CU SIJBC3iA]E C �- Q UP TO ELBOW. OP TO EL80W 0 0• o o • o o (CEWENi 00 LIME sr Abuzimi HALF PLAN Nk IF PEDESTRIAN ACCESS ROUTES Md ARE BEING T-O" PIPE IS PERFORATED 45• ELBOW PPE IS PERF(TITATEO I PROVIDED, A M11MUM 4' TRAVERS E WIDTH CONNECTION 057 ACGKOATE, R8 AGGREGATE OR ORUFIED IS REOURED WITH A MAX. 2X CROSS SLOPE. I •-•+, PPE -LESS AGGREGATE F GLASS MEETING #5 GRADATION RECWETENTS. GENERAL NOTES PRIMACY DIRECTION TRENCH WITH I„� • �• OF WATER f-LOW DRNNME FABRIC - ' A• 1 UNLESS SPECF:CALLY INOCATED, COMBNATDN IUDERDRAM WILL NOT BF LOCATES AT THIS POINT WHEN BOTH SUBBASE AND SUBGRAD€ ARE STABIL ? WHEN USED IN CONJUNCTION WITH STANDARD j, • e. , NO PERFORATED PARABOLIC CC-3 OR CC-7,THE CURB FACE ON THIS - OUTLET PPE (TYPICAL) 2. TRENKH SP L BE FILLED WI1H AGGREGATE AND THOUGMLY HAND TAMPED -G P SOEWN-K URVE STANDARD 5 TO BE ADJUSTED TO MATCH THE NSURE LYIMIPAC TN#,SS. MGUNTABLE CURB CONFIGURATION. 4o:b4e4 o4o CON ELBOW 3. OUTLET PIPE SHALL BEAN AT THE EDGE OF HE TRAVEL CARE PAVEMENT AWJ CONNECTION OUTLET NON -PERFORATED OU LE PIPE iy WOE SHALL PLACED ON AGRAIE PARALLEL i0 THE S10LLCER ROPE 2XMIM.N3 X NORMAL GUTTER ® --- ® __________ - SECTION E-E CONFECTION DESIRABLE) GRADE . p, • 0. !. - A. - x x PAY LIMITS T CR I V' s RE',GT4 4. ON CURB ANO OUTTER SECTIONS, WHERE IT IS Y.isOSSffiE TO OTHERWISE PROODE • E.^ p', • n. ' • .' 'S o --- • *O% TO 10% CHANGE 1•- 3" NAM- PIPEBEGITWITH i�PE OF PPE •M i i' YDV-CrANE ER 'N T. N" NON. GIAM' I: - #LETS OROR MANGLE" THEY ARE TO BE LOCATED SO AS 40 GRAN NTO DROP Poo •be 44APb ky- g4a F$4pP"4-• 4 4b. b4 CLASS A3 (H.E.S.I CONC. 45- ELBOW SM(YOTH WALL PVC C.153 5 ON SUPERELE0tW S€CTXNYs TRENCH 15 TO EK LNOER ENTIRE PAVE"[NT AREA. 6" AGGR. BASE TYPE I SIZE 21B • t;• EW-Y1 �.'NOriI 'Wa.L PC m PSI xxx 7D PSI NMx WaTH OUTLET PK ON LPW SIDE QNLY 5'-0' , fT W-112 ® POINT Cl GRADE CHANGE 6 G. NVERT ELEVATION AT OUTLET ENE) OF CUTLET PPE TO 1E A M4MNM OF 1 •0- MGVE 12X MAX $LOPE 5'-0" 'lj ' , • . • • 4. AVERT ELEVATION OF RECEVING DRANAGE INTCH OR5TRUCTL OUTLET PPE ( FOR CURB AC GUTTER ONLY RI � . A. • e. • A. 7: 1 T PAY Y f HIP AitV ' All F THEC AME RUSHING WYES. E CUS THN A CUTS FOR LW LF F NO SCALE 3F WhL IHKXNtSS [MINT - FKFES FOR SIDEWALK CURB MO GUTTER *x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS BE OF THE SAE CRUSHING STPENIGTH AS THE OUTLET PPE- 4e bo4o4 a?a MMATESTED ACCORDING TO ASTM 0.2412 AT 5XOEFLECTION. B. OUTLET PNPE TC RE SEC-JRELT OWNECTED 40 EW'-12rR DiiER DRAINAGE BUILT CONCURRENTLY >: X x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10-INTERVALMO STRUCTURE SECTION C-C 6 X MAMIMUM DECREASE FOR SUCCEEDING MNIMUM 10- INTERVALS SECTION D-D NyDar SPECIFICATI REFERENCEON SPEC CN SPECIFICATION \MOOT ROAD AND BRIDGE STARDARas STANDARD PAVEMENT IEDGEDRAIN STANDARD COMBINATION UNDERDRAiN STANDARD ENTRANCE GUTTER ZOO ROAD MO BRIDGE STMDMDS SHEET 1 OF Z REYISION 1A11 250 B/07' (AT LOWER END OF CUTS) 232 501 REVISION DATE SHEET 1 OF i IOB.DB VIRGIHA DEPARTMENT OF TRANSPORTATION 701 tOR.Ox VNGNA CEP+RTVENT-5'G'xT C': TC VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.02 CD- 2 NOTE. WHEN A PEDESTRIAN ACCESS ROUTE cc-" _I (4) 1" (25mm) DIA HOLES ON 2RCL.E.(834mm) DIA BOLTCIRCLE. 2" (51mm) LETTERS O (RECESSED FLUSH) 1 [25mm] A p r PCKHO ESD I r 1 1/2" > [3Bmm] 2 0 0 0 m s E w (2) CORED PICKBARS T 1 1/8" (29mm) DV( BOSS A 27 1/2" DIA 1 1/2" [699mm] [3Bmm] m 26 1/4' DIA 7" [178mm] 26" [667mm] DIA 1 1/2- PO [66Omm) [3Bmm] 1/4" (6mm) DIA 3 1/8" 24" DIA I NEOPRENE GASKET [79mm] 0 I F� [606mm] /` + 28 7/16' DEAL I 5 h [722mm] I [t 6mm] 23" DIA m [584mm] TT 36" DIA 25" DIA .�.J [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION ACSA GENERAL WATER & SEWER CONDITIONS (JUNE 27, 2019) CROSSES A SLOPE H ENTRANCE CIVETS OF PAY FOR �•- THE TIES A SLOPE SHALL BE 2C FOR S OUTLET PIPE 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 rPAVEMENT TOP OF CUT O�4¢ i i A� OR 1• z m) DM FORA [ m� OFFICIALS AT THE START OF THE WORK. SDBBASE TOE OF FILL ---- STREET APPROACH SANE SURFACING GENERAL NOTES O 34 L�4„ 1 Du 2� t/z" DIA LM SUBGRADE rI� (RADIUS TO BE AS AS MAINLINE ROADWAY (SEE NOTE 3) -� A"I SHOWN ON DEMIST uv� I. WHEN USED IN CONJUNCTION WITH STANDARD CC-3 BOLT GI LE" [699mm] _ FILL COMBINATION UNDERDRAIN 'DITC (TYPICAL( T SHOULDER LINE _ (RADIUS TO BE A$ OR GG-7 THE CURB FACE ON THIS TANDA D G TO QB ,%¢• DIA 7 LINE I I EDGE Di PAVEMENT - -I SHOWN ON PLANS) BE AOJU�TED TO MATCH THE MOUNTABLE CURB [176mm] 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 CONFIGURATION. TRAVEL LANES COMBINATION TERUNDERDIRANLIES CIO ON FILLS I / /I, 2. SEE STANDARD CC-12 FOR CURB RAMP DESIGN TO BE FOR THE PURPOSE OF IMAGERY COLLECTION. CENTER LINE SECTION i --- SIDED WALK F a SIDEWALK usEO WITH TFNs STANDARD. 24• DIA (WITH TYPE 15ELECT MATERIAL) I EDGE OF PAVEMENT I fSEE NOTE 51 OPTDNAL UNPAVED SPACE SHOILDER LINE R E I PAVEMENT CONSTRUCTED T TH 3. MAINLINE NE VEMEN SHALL BE CONS 11C ED 0 E 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. _- w i FLOW LINE R/W LINE (EXCEPT MY SUBGRA)E STABILIZATION I TRENCH PLACEMENT YPICAL r�l OE OF FILL ---- +-----3 REWIRED FOR ENTRANCE.) PAVEMENT WHICH CAN BE 7/16 DIA 5/B" THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. EXPMSKN OMITTED IN THE ENTRANCE.( [722m n] L16mm] PA SURFACE SURFACE 6 BASE LIMITS OF PAY FOR J°NT JOINT 4. RADIAL CURB OR COMB14ATION CURB AND GUTTER i- SISBASE OUTLET PIPE SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE 36' Dl4 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA.4. FSFLELT MATERIAL TYPE GRa NOTE: WIDTH "B"2'-0" OR AS A-Jw MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES. [914mm] [66Omm 1 1/2" SHOWN ON TYPICAL SECTION. oo�o oPo�e PLAN VIEW SHOWING PLACEMENT OF FFRAME6EOT10N 13/16" [3Bmm] 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. o o'` "o"'' anss .CET-,..-("Ew"(T OR CRUSHED CD-2 UNDERDRAIN PLAN VIEW ENTRANCE NOTES [20mm] 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). GEOTEXT E ''�' S. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE HEAVY T THE (R (ESSED LETTEiS DnaNACE NON -PERFORATED OUTLET PIPE TURNNG RHE DEPTH F OF ANTICIPATED EO HEAVY TRUCK (RECESSED HZ USYfJ FIBRIL MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK L CURB RAMPS OR TO -PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE TO 17S f°sEET CG 13°T SHOJLO BE 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 BX MAX. D I25R m] r �Rl_ [79mm] L33mm]'I .•--'---1 GRADE CHHANGE ® 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW !� OPTIONAL FLOW LINE - D (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS 3 13/16" • 22 13/16" FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. s-PAVEMENT SURFACE M BASE MAINLINE ROADWAY - --NDTE 7) HE ENTRANCE. 2 ,/b- S7mmi [579mm] B% MAX. _ 0 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES L54mm L J • 25" 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. sueBwx OR CEMENT STABILIZED SNBASE ® -_ 0 0 0 0 0 o GRADE CHANGE 'D" ARE LISTED N THE ALLOWABLE ENTRANCE GRADE SELECT MATERIAL TYPEXOR SLBGRNIE _ D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET B 19/16" 1 3/B" [635mm] 1-' ICDENT OR LIME STABILIZED) CONNECTIONS. L35mm] g/ig' 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. ' F NWESTED A ORDIESS G TO INCHES 5- MIN, 20'MINMUM FDR I [17mm] [tbmm] SECTION VIEW 1/4' (6mm) Dw M57 AGGREGATE, •B AGGREGATE OR CRUSHED HM)L TESTED ADCORDNG TO ASTM D-2412 AT SX DEFLECTIDN. COMMERCIAL ENTRANCE INTERSECTION NOTES LAM BOLY NEOPRENE GASKET �OTEXTILE GLg55 MEETING •6 IXNPOATDN REOURELENTS. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. "'"" ° B. WHEN CTIOIW USED FOR STREET CONNECTIONS, THE SEE 0.45£MBLY FABItlC GENERAL NOTES ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED N ACCORDANCE WITH OEIAL (2) WSHR 1/16 X 5f6 X 1 1/2 AASHTO POLICY END THE APPLICABLE CL DING STOPPING RUBBER PARi,4 OOS8, 64B 1. TRENCH SHALL BE FILLED MATH AGGREGATE AND THRODULY HAD TAMPED TO SECTION A - A SIGHT INSTANCE AND K F THE VDOT ROAD VALUE RECUR 4EN°TISG STOPPING C ,Ar i`� I m S6DD" n r�/a• (2) BLF HE7f 5/8-I IX3 1f2 S$ 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 0 TLE COMPACTNESS. V Y LSRI •. OPTIONAL FLOWLIfE MAY REWIRE WARPNG OF A G. INL'' 41 mm PRRrf ODBB, $SO APPROACH SLAB PAVEMENT 2. OUTLET PIPE SHALL BEM AT THE EDGE OF THE TRAVEL LANE PAVEMENT N. Z4D6�1 1 ,2" [ SAFE DRINKING WATER ACT). DS ALL BE ESIRABLE)GRADE. ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 X MIN. (3% 4' B ACROSS TIDE INTERSECTION. POSITIVE DRAINAGE PLAN VIEW 1 1/8' (29mm) UK BOSS [6mm F- (13mTO •83 13A. STAINLESS STEEL ROD Pam# H�5H7318 156 OD SS BRIDGE CO -2 SUBBASE 3. ON CURB AND GUTTER SECTIONS, WFERE IT 5 IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNOERORANS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP ALLOWABLE ENTRANCE GRADE CHANGES PICKBAR In 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 5'-D INLETS DR MANHOLES. ND 2) NUT HX 5/5-11 ZN NYLK GREGATE BASE MATERIAL TYPE I 1"1 PART�I IXIS6tiD¢ 5 0 SIZE No. 219 16" MIN. DEPTH) 4. ON SUQUR [i VP Eo05EL0igN5 TRENCH TO BE UNDER ENTIRE PAVEMENT AREA CLASS A7Y 1. ALL MANHOLES Mll-ON 1O4 YEAR FL00DPIAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME ✓IN COVER COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION �' __� (2) NUr HX JAM S/e-17 ZN M.E.S.) 2. ALTER DESIGN FOR WATERTIGHT COVERS WILL CONSIDERED. pARi4 DOBB7228 5. AVERT ELEVATION AT CUTLET FM OF OUTLET PPE TO BE A MMA1M OF 1'-0" ABOVE CONCRETE 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMLIAR ASSEMBLY. AVERT ELEVATION OF RECEIVING ORMNAOE DITCH OR STRUCTURE. SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. b. " (�) ,B35R IAd( LUG PLACEMENT OF CD-2 UNDERDRAIN AT 6. ALL CONNECTIONS (ELBOWS, SHINGSTRENGTH I WITHIN PAY EMITS FOR OUTLET PPE ARE TO TYPICAL WATERTIGHT (S 10R1) PARrII Qo19356s 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE BRIDGE APPROACH SLABS 7. OUTLET BE OF PPEATOO BEME USEECIRELYRCONECTEDAS TTOETT-120R HE OUTLET OTHER DRAINAGE SECTION C C LOCK Luc ASSEMBLY STRUCTURE. NOTE: ALLOWABLE TO SIRE GRADE TABLE IS NOT MANHOLE FRAME &COVER 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.S �I�s-I_� SPECIFICATION STANDARD COMBINATION UNDERDRAIN SREFIDEENCE" METHOD OF TREATMENT XVDOT 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 ROAD AM BRIDGE STANDARDS TD-32 (AT GRADE SAGS AND 13RIDGE APPROACHES) (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION GATE SHEET I 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. 501 �l BAD 5D2 701 VIRGINIA DEPARTMENT C TRANSPORTATION 106.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.0E 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. TYPE OF PIPE CRUSHING STRENGTH .T. 4" MOM. 01AVETER "MOM. DIAMETER SMOOTH WALL PVC 103 0153 SMOOTH WALL PE 70 P51 Nkif 70 PSI M)fN It TIRADE CHMCE ENTRANCE VOLUME '•0'• DESRABLE MAXIMUM HIGH MORE THAN 1500 VPO 0 X 3 X MEDIUM 500-1500 VPO 53 X B X LOW LESS THM 500 VPO 56 % 8 X It TIRADE CHMCE ENTRANCE VOLUME '•0'• DESRABLE MAXIMUM HIGH MORE THAN 1500 VPO 0 X 3 X MEDIUM 500-1500 VPO 53 X B X LOW LESS THM 500 VPO 56 % 8 X rn ON Lu N 00 Q N 00 N I- - W w ccl Ln JOB NO. 182157 SCALE N/A SHEET NO. 11 D. SMITH 667 731 PAT 1 5CE030 OHE OHN 560.99 CONCRETE - -= -- --_--=_----- Hr0 Pole 0 Structure Area (Acres) Cw t (Min.) 2 0.33 0.75 6.0 2B 0.13 0.75 6.0 4 0.06 0.75 6.0 6 0.10 0.75 6.0 6B 0.74 0.50 10.0 8 0.17 0.65 6.0 8B 0.19 0.75 6.0 10 0.11 0.75 6.0 10B 0.30 0.75 6.0 12 0.05 0.90 5.0 14 0.22 0.75 6.0 16 0.07 0.65 6.0 16B 0.14 0.75 6.0 18 0.18 0.75 6.0 20 0.09 0.75 6.0 22 0.07 0.75 6.0 24 0.05 0.90 5.0 26 0.12 0.75 6.0 28 0.12 0.65 6.0 30 0.16 0.65 6.0 30B 0.18 0.75 6.0 32 0.14 0.65 6.0 32B 0.16 0.75 6.0 34 0.00 0.90 5.0 36 0.10 0.75 6.0 38 0.09 0.75 6.0 40 0.11 0.75 6.0 42 0.14 0.80 6.0 44 0.24 0.65 8.0 46 0.06 0.75 6.0 48 0.15 0.65 7.0 50 0.18 0.75 6.0 52 0.24 0.75 6.0 54 0.52 0.65 6.0 56 0.13 0.65 6.0 56B 0.18 0.65 6.0 58 0.11 0.75 6.0 58B 2.46 0.35 14.0 60 0.10 0.75 6.0 62 0.13 0.75 6.0 64 0.00 0.90 5.0 66 0.11 0.75 6.0 68 0.02 0.90 5.0 70 0.21 0.75 6.0 72 0.00 0.90 5.0 74 0.00 0.90 5.0 76 0.10 0.75 6.0 78 0.00 0.90 5.0 80 0.12 0.75 6.0 82 0.14 0.65 5.0 84 0.14 0.65 5.0 88 0.00 0.90 5.0 90 0.20 0.65 6.0 92 0.11 0.65 6.0 94 0.12 0.65 6.0 96 0.45 0.50 6.0 98 0.38 0.60 7.0 102 0.36 0.65 7.0 104 0.19 0.70 6.0 106 1.00 0.90 5.0 108 0.00 0.90 5.0 112 3.40 0.40 14.0 114 1.03 0.50 11.0 YDl 0.11 0.50 6.0 YD2 0.12 0.30 7.0 YD3 0.04 0.50 6.0 YD4 1.64 0.55 15.0 YD4A 1.64 0.55 15.0 YD5 0.08 0.35 6.0 YD6 0.21 0.45 6.0 YD7 0.00 0.90 5.0 YD7A 0.00 0.90 5.0 YD7B 0.19 0.35 6.0 YD7C 0.09 0.35 6.0 YD7D 0.06 0.35 6.0 YD7E 0.06 0.35 6.0 YD8 0.09 0.35 6.0 YD8A 0.00 0.90 5.0 YD8B 0.24 0.40 6.0 YD8C 0.08 0.30 6.0 YD9 0.04 0.30 6.0 YD10 0.19 0.40 6.0 YD10A 0.08 0.40 6.0 YD 11 0.00 0.90 5.0 YD11A 0.04 0.50 6.0 YD12 0.00 0.90 5.0 YD12A 0.41 0.30 9.0 YD12B 0.36 0.35 9.0 YD 13 0.00 0.90 5.0 YD13A 0.04 0.30 6.0 YD13B 0.10 0.35 6.0 YD13C 0.12 0.40 6.0 YD13D 0.00 0.90 5.0 YD13E 0.04 0.40 6.0 YD13F 0.00 0.90 6.0 YD13G 0.06 0.50 6.0 YD13H 0.11 0.40 6.0 YD13I 0.09 0.35 6.0 YD13J 0.00 0.90 5.0 YD13K 0.12 0.45 6.0 YD13L 0.08 0.60 6.0 YD13M 0.04 0.60 6.0 YD13N 0.01 0.30 5.0 YD130 0.08 0.35 6.0 YD13P 0.30 0.30 6.0 YD14 0.09 0.30 6.0 YD15 0.10 0.35 6.0 YD15A 0.05 0.50 6.0 YD15B 0.06 0.30 6.0 YD15C 0.09 0.50 6.0 YD15D 0.04 0.50 6.0 YD15E 0.04 0.50 6.0 YD16 0.00 0.90 5.0 YD16A 0.22 0.40 6.0 YD16B 0.00 0.90 5.0 YD16C 1.28 0.35 12.0 YD16D 1.42 0.35 12.0 YD16F 0.17 0.35 8.0 R00F1 0.05 0.90 5.0 ROOF2 0.05 0.90 5.0 ROOF3 0.04 0.90 5.0 ROOF4 0.04 0.90 5.0 ROOF5 0.04 0.90 5.0 ROOF6 0.04 0.90 5.0 ROOF7 0.04 0.90 5.0 ROOF8 0.04 0.90 5.0 ROOF9 6.00 0.90 5.0 ROOF 10 0.05 0.90 5.0 R00F11 0.10 0.90 5.0 ROOF12 0.10 0.90 5.0 ROOF 13 0.07 0.90 5.0 ROOF14 0.04 0.90 5.0 ROOF 16 0.07 0.90 5.0 ROOF18 1 0.09 0.90 5.0 TMP 90-34A I \ R UISE BERT S WRIGHT, O GHT, HOWARD G _ CAREY ETAL TRUSTEE - `p ENCHMARK'ISS'RVEYCONTRO - D.B.2180 PG266 S R. NO. Dn.) OINT T-6, NAIL ANN FLASHEtID' R - ) \ � _ OUSESIRINE , ` I 83416.519 TMP 90 33A 1138aa1z76.6n \ FAITH TEMPLE CHURCH; JANETH E NATION 649.10 ! i _� - DANIELS,HOWARDGCAREYETAL "\ oMH ■ a��-■rrr■•■■■■■■w■■■•■■■■■■u■■■■•■■■u�■u■u■u■■■■• D1 MATCHLINE SEE SHs}ET g rRusrEEs F 'LBox ••• •. i - - 8 \ I D.B. 2756 PG.748 Ex,&Phone. �" _ •• • \<o -- D2 s MAI x" m __------ as•a.a■■-`i■W..■. ■...........• 8 fir■ 44 ■ _ 41.y1a • • ' h _ - ■■- IF ♦ • D3 " ■ t • a_c&Phone t • 8 i i I It 0 _ __ •• o,i ' _ ox. i 15 00'-- /' ♦• ♦� / • 12 -099 - ♦♦ - ' 8C • ' ---- --- - - ♦ YD8B : -- - - ' 8 , , TMP 90-33 099 __- -- ---- JEANNETTE D. SMITH- y♦• �� • � ;° ■ I � � 07C --- - 1 6 ■ ■ ------ -- -'-------- S�'�� ♦♦•♦♦ ' - - --- -- z 6 I i♦ a♦• 8 1 _ A -0 1 � l --.. --Obg p, x. ecatmn -Ob9 _ / V ♦♦•�` • - - - • - - - ♦ S _ _ _ _ , •,•• ss ■ • 8 -:'_ _---- _--',-------_- & eeQQapq Qo°rnpank_ _ .: ♦� ♦ _ iy♦ s ROOFS _. a ••sr■w I • D7 D.8.424 P,279__ - .� ♦♦ ♦ - _ -. -♦ ♦• .ter _ - - __ - ____ ♦•� --_ ■ ■ N DRIV k - -- - _ so i �/' ♦ es • • - - - I F oes o - _ ♦� ♦ e % • m� _ m \ , • ♦ ♦ A HOLDINGS, L CYD D ♦♦♦ .�,• ■ • n - - ', - o �' _ ♦ I 1 \ • - D.B. 657 P 2347P AT ■ rn ■ YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET I qFORMATION OPE (%) INVERT IN INVERT OUT MATERIAL INLETTY DE RIM ELEVATION 12" Yard Inlet 534.00 4.71% 530.00 1529.00 HDPE 15" Yard Inlet 539.50 3.16% 535.00 534.25 HDPE 12" Yard Inlet 544.00 1.64% 540.00 539.75 HDPE 30" Yard Inlet - Dome Top 554.67 2.85% 550.17 549.00 HDPE 15" Yard Inlet - Dome Top 555.67 8.25% 550.50 550.17 HDPE 12" Clean out 577.75 6.10% 574.7 573.50 HDPE 15" Yard Inlet 591.83 3.20% 586.67 585.67 HDPE �T H 0�p SCOTT R. COLLINS Z U No. 35791 111 ��S'sIONAL E�OZ U/ z z O 1 C2 L1 L J LI Q r L L m 0 12" Yard Inlet 619.00 4.09% 616.00 614.25 HDPE 12" Yard I let 617.50 1.06% 614.2 614.00 HDPE 12" Clean ut 618.00 8.14% 614.0 608.00 HDPE w ♦�� _ .....`.• 34 * 63 j 6 ... •♦. y'' , 6°a-YD- • „SI r ■■u•■•,♦•••♦ •... • a �� es•e•� �■ �I �, / � s • 'L I � - �� 3 rl - -\- - ♦-6 J.. e♦// / •• 63 'SIG v • ♦ 6 . - ♦•- - - r I -' '" • v 3 .�• ` . 30 , b _ L_ • A _ -___i _ �i ♦ •*� ,. ` . __ /� t r� �■.• I ♦ 24 � / _--' : - 5" -- - ` \ �• � '1 -_-; T I -- •• C _ ♦ • ■ i • I '' i I ♦ _- - I Ji 1<1 ' I I al • I • I ■ : i : I N • I wo : i i � i 8 41. 5 11.98% 626.5 621.50 HDPE D7D 8 27. 5 27.03% 621.50 614.00 HDPE 11.61 h 620.50 616.00 HDPE D66 8 60.5 0 .82% 616.0 615.50 HDPE 8 26.25 26. 5 1.90% 615.56 HDPE 12" Yard 12" Yard 12" Yard 12" Yard 12" Cles 12" Yard 611.00 / w v� > W w 0 z O cr) w Lr)Ce _j J ¢ z p[ a w M > LLJ w z O En > LLJ °C 629.83 625.00 623.83 618.83 620.00 607.50 LU • ■ ♦ ------ ------ - --- ■• ■mot_ i' i •� q�S ■ 8 43.150 2.87% 542.50 541.25 HDPE Q Ln "00 546 00 •, -- Pole i/D 9 : _ ■ r ti - YD�3K - - -. YD�3L 606--- . ■ •;. f it L M ale 1 ■ .------�-- ♦♦� goi ■ _■ °z YD13M qZ.� _-■"'\` i 59° ,r20 __ ■o • • ,-I O I ♦ - - - - - - - ♦♦ '' ■ _ ■_ - ♦ YDi3P •• • - ------ o _ _ ___ 5 - i D11A 12" Yard I let 538.00 �; • ----. ■ I ♦ ♦♦ -- ---- - ___r_ sq6 -'-_ - °. • III ill. + ■ ■ ♦■ • _ ■ I ♦ q§ _ s9a ■ - • -- YDl H t ', I ■ ; .86% is - _oS • _ _----- - •- -- h i'g6 •i ---- - YD13G 3 , : • i • ■ i D11 12" Clean ut 539.00 * I 8 19. 5 0 534 5 534 33 HDPE • _ • �- --I _ - - _ -• ! YDi3E �', 8 11 ■ .I i • 8 7.50 6.67% 534.3 533.83 HDPE ♦ . I ♦♦♦♦ •.• �• _ - • YD130 ,+ 5 YD1 B .. 59 ■ r ■ ■ ■ ■� • ■ �I I I- • i D12A 12" Yard 1�11et 568.67 ♦♦ - - - - - - ■ s8o ♦ - . •• • 8 ■ ■ ■ ■ p - , I i 8 15.75 1.08% 565.50 565.33 HDP E �1 ■ i i c90 5ge - - - _ " .i, • ■•■ - t_ _ - 7B it • - �i 58p Ii-----Sao : D12 12" CleanOut 567.50 v� - / �6, YD13A •� s♦� - - :'i YD5sa°. :�' " i ■ ; 6 94.90 1.41% 565.3 564.00 HDPE • ■ • 00 ♦♦ -- - ---- a :. • - _ --- • Lu - a r•II 1' ► ■ ■ _- z CY) ie 166 ♦-- •• ♦ I_� ■; • ■ D12B 12" Yard Inlet 570.00 co • .• ♦ ♦ ro \ _ -065-- . ROOF1!{A`/ r#r rr+w°y■■w •w■■ - ■ • ■ •• •• • ♦♦: ■ ■ _ • W •t --- -'♦� �4 Z t �� 8 20.50 5.71°k 566.50 565.33 HDPE • I ■_-- I ■ • � I ,• YD126 Q _ ♦ s ,, rr ao • - � \�,-e li '' • � G r- � I ■ • • D131 12" Yard Inlet 597.00 • I It ♦ i s♦ ♦♦ _■ • i ■ • s 8 41.150 13.66 h 593.50 587.83 HDPE � ♦ / I e 1 ♦ ♦ e ■ i / 1 �- I ■ s7o • • D13H 12" Yard Inlet 589.50 • �__♦ ---- ■ _ •• ♦♦ o i A- - ♦ e s M ♦ ee o Y� i- _ II • I I • 53% � 8 30. 5 0 587.8 587.67 HDPE •• ♦• / ■• ) ♦♦ -YD12A �,; *t , •• 's ♦ ♦ ■ ; II ` _ I svol i a • D13G 12" Yard I let 590.00 N --o • i ■ ■ i o 69% • 8 49. 0 0 587.67 587.33 HDPE -1_ - - } D13F 12" Cleanout 593 50 • ��.♦ _ - ° ■ • ♦ ♦ ♦ \ • �------- I ■ I III , - t ...... ___ 2 .■' - g ee ♦ - ■ , L - • ♦ 8 27.50 120% 587.3 58700 HDPE • q' �♦ l " -' _, _ ■ - f ♦ ♦♦s♦♦ ♦ \ YD156 - - / ■ i n e D13E 12" Yard Inlet 592.00 • E I ♦ • • •• I' • • ■ N s • • 8 22. 0 2.27% 587.0 586.50 HDPE • �• I "'' " ""'" a _ _ • • s \ - ♦ ei D13D 12" Clean ut 595.00 _" - _ • • ■ w • a • "-- - --y ■ f l / : • s' \ .7.♦ I - s7o ■ ----- 68- - ■ li 5 4 ROOF8 t : i 8 69. 0 1.45°k 586.5 585.50 HDPE r • • • • • 095� _ •■ + I'� ,� ♦ e ♦ ♦ • • ■ - --- YD15D • - - ♦ ■ ■ D13C 12 Yard I ilet 589.00 • • • ♦ g0 -i a e♦ 1. 5 •�' YD15A ssa. YD[{A lal �o ■ r- �t TMP WEN i 8 30. 0 14.75% 585.5 581.00 HDPE • D1•vNE E.. AND ROWENA M. SNOW • ■ •• ♦ r - _ _ I ■ D.B. 702 P. 792 ■ • D13B 12" Yard Inlet 585.83 a • : i I - - + i ♦ ♦ ■ e♦ ee �_ / ss YD r • .I. "I r _ I Is �� ♦ D.B. 6s7 P. z34 PLAT : 8 35. 0 21.83% 581.0 573.25 HDPE W i • '" I TMP �-27B I I a , ♦ ♦ ■r■r �- e f 4 ■ • ■ _ L I • t i i D13A 12" Yard I let 576.33 • : • : _I _ -_ : _ If r • . ♦ : 64♦♦ YDi ♦• ♦ Tr --- -•-- I'1^ �• .♦.. i 12 50. 5 0.79% 573.2 572.85 HDPE STEVEN W. AND BE C. JOHNSON ♦ ■■■■■■■ • ♦ I D.B. 1026 Ps•y�15 • ♦ _ q ■ • D.B. 629 P. 616 Fi�,T ♦ : + ,r ♦ i 5� ♦ 5 • 1106 r- II�• °r; i ■ • D13 12"Clean ut 576.50 > ♦ ♦ ♦♦ - + _ li.. L.rl■ • ss2 �•♦ \,, --------�� ♦••• - ♦ ■ - _ `_ - i • ■■■■■.• • 12 36. 0 0.97/0 572.8 572.50 HDPE z ■ •Uj • __ •♦ ♦ a - T _,■ t 60• - _ __ _ _• ♦ ■ ��r: .w■ _ • : l : •-0ss sus ♦ • ` ♦ ■ ■ 556 • • ♦ - e • YD13M 12" Yard Inlet 60100 I _ _ ssz • I I ' I ♦ • 8 46.50 0.54% 601.00 600.75 HDPE 1 ' � ♦♦ I _ t sso � •I,' +{I I I ,III . � . • i ;■ 82 ■ `i t ■ - ••• ` ♦ :■ ; ■■ •■ ♦t :■ ■:■ ■•• ■ sso •■ -LI I�I II 'Issee ••s D13L 12"Yard Inlet 607.00 ®J w sTMP 95V 8 90.75 0.55% 600.75 600.25 HDPE D13K 12" Yard Inlet 607.00 LU_ I ■ ■ I r ■ t D.B. 4710.402 • • • ♦ ♦ • r _ _ ; ; ■,!iess I t o.B. 4473 r;48 PAT 8 14.150 15.52% 600.2 598.00 HDPE YDzoA • • • ♦ ♦♦♦ + i,. ■ - - ' I ■ ■ • ♦ ♦ : r - . • D.B.440 P498 PAT �/J • _ I / ' • ♦ ♦ . i ■ � i I ■ -- � r I I • ; ■ ■ `♦ � I I i • � • D13J 12" Cleanout 601.00 i e • I I i i i ♦• - i i 8 35. 0 19.72% 592.5 585.50 HDPE = z � � .• ♦ ♦ ,I I- - � �II- r ■fib I II I "_ _. � � • ■ ♦ ♦ • : '■ • -Otis- __ II 1 I -I ■ ♦ • • ♦ ♦ • 54 •• ♦ ♦ � ��� • • I _ -- ■ $ ° • � i ♦ �. • � � i i � i I � s:a i � D13N 12" Yard Inlet 623.00 • ss° • • LL , . _ - - --- - ■ _ ■ ' • � II - ■ ' _ T � ♦ o ■ 8 • �� r- i i I � i ■ 8 ov.ljv 25.00°k 619.5 604.50 HDPE 040 ■ • I, ,I q ♦ I I ■ _ _ - _ ■ , ♦• ■ R • - _ •'1 D13P 15" Yard Inlet - Dome Top 605.00 ♦ I � I - 54 i I YD10 i ■ • I • i 8 111.00 12.91% 601.3 587.00 HDPE • ♦♦ ■ I ♦ m - _ - ■ •i ■ 10OF6 58B • D130 12" Yard I let 589.25 I ■ EDD 90-27A I ]6 sso r �8 ♦' - -- - - - - - - , : - -- L -I I __ - e � , •w � - _ - s 6B YD2 esi i ��\ ♦-- --� - 14o t • 35. 0 2143% 5807 57325 HDPE IE L. AND • s ROOFisA ■ YD16D �-- -- _ �- - - �_ - -- - -- �>__ � YDisA �MINNIE L. BEST ' I r KVV LANE _� ♦ ♦♦ �� _.._. -- ••� -- _.. _ _ 58 i LIFE ESTATE I • TMP 90-27 " ---- • i.■ ■.. ...._..■---�■■..■.■■♦t 0 .w - sd' '�..a . 6 ...■L- • D14 12" Yard I let 608.00 D.B. 3728 P. 453 ♦ - •Uj iD.B. 320 I • j - - �-4 •♦ s -- ♦ • 8 13. 0 1.31% 605.5 605.33 HDPELOT to I r-1 -I■--. _- h - b �♦-- ♦ • ♦ • P. 264 PLAT I • , ROGER SCHICKEDANTZ - _ W ---- D.B. 1244 P. 461 __ - _ -_ -__ - __ _- - ___ -_ 1I t,,. t ■ P. i♦ D.B. 530 F.. 1. PLAT "'I;; �. . .i}. ♦ : * • .- ..: - I • ••y �, \ o ' , I I I I ° I I ■ ■ I __- I -- I I � -- I • ♦ • ♦ ♦-1�♦ .I.. .�a ♦etli • ti •_�■ •••�■.•• ■ DD1155AB 12" Yard I let 571.00 ♦• 0 HDPE L-- --56B n 12" Yard l let 566.00 8 670 1.97/558.3 557.00YD16C i HDPE ZV _ 4 • � II �■ --- _ � _ � - - - _ I - � i i � i i � i D16 12" Yard I ilet 561.00 3 2 8 15.25 3.28% 557.0 556.50 HDPE w I .7 Ns 6G ee♦ 52L -_-_. _-_' _ --554_.,r - _.' ---- - _ _ _ a- __ _�,�_ _ _ _ _ _ __� •■.0 ■■■.■ �•■■. ri■■■■■f' - _ _ - _ _ __ _t -. �1._______ : LL yI o n GRAH s s si-2B s♦ % • 12" Yard Inlet 561.92♦DRIV ♦ BENCH MARK - 8 71. 5 0.59% 559.2 558.83 HDPE • t CHARLOTTESI!•LE GIS Q 556.60HE OH 1.N I ASPHAL ♦ - ♦•♦ ...4 - ■ • _. • _ • ♦ • ♦ • - - I DRIVE y : ` ••• - p _ j •• ♦. _ • ',ROUSE-SIRINE D15C 12" Yard Inlet 565.50 r n N- t • . ■� \ - - -n,l ♦ S, ATION 105 ♦ - LJ - _, 72% 558 8 558 33 HDPE '-_-- -- _ •• � •■■ _ �----- __--- - fl � � - -- -- --- i N 3882993.340 - • •• _ ■ ♦ t i - --- • 5 • ♦ - ---- ------ - --- - ------- - - - ♦ 112 ELEVATt0k., 83 - C) 15" CMP --+�___' ------ ♦ '„,- ♦ �♦ 547 ♦ -- _ ♦ IN�I-IN � • �- _ � ♦ _� LLec •I I ELEVAIT 27.7t • ------ ~-_---- Lsd` 550-rs■-�■ ■■s __550_ .. _.-. _. _ 548_ _ 44�++errvrP ♦;.-_----_750 - �ole -_ _ _ - _-_ _ __&Phone 1O4 ____ _______ ♦ _'t� �1 rn?�� - O --------------- _ , _ sse.oc ,- _ ♦ ° - - ? S • - 106 - - e .&g r - --- - - �� • D15E 12" Yard Inlet 560.00 /1 t V - •♦ . • oHE�ryr 8 36.25 0 69 /° 557.25 557.00 HDPE ■ -- -- - �t-. �2T0 80' SCOTTSVILL -ss -�^ JJMAILBOX - -- -/ //�/�� ✓/ _- - • -____ g5 •�' _____)�D1 5l�PHa___-_ __ 91 _H�PBA PG.3r5A■'•Q02•�12"RCP ---- �'!o '; „�!�_rr■■■■■■�• -' --- ----- __...♦�� 11/+ -' �- - - - -- -� _ 12 19. 5 1.82% 543.3 543.00 HDPE I? INV IN o '-- ti _ ■■. u.wu■■■ ■ P __ ___ _iu ■■u�■■■■♦���u���•■■._-I ........■■...■■■■ ■■■■ �ii• ■u.•■■.■r - - - _ __-_ ■•■■■ - - o� 552.87 MAILBOX r o or ❑ '- I y- �` sus s3o D16A and Inlet Om 547 35 15' Y e Top - - - - p� SIG - - MAILBOX ❑ _ _ _ - - _ - - / j_ r .� l y --■■■■■■•■•...............■..�.�7■.t��• a -- 12 8. 5 5.71% 534.5 534.00 HDPE Qy Inm I -- i` oHr oHry 'G2 ----- ,r o MAILB X - - - - - ..- - -- �c - _-- ---- - ---v � ♦-- - ..u.ar ■•••■ _ - - �� U -_-� - _ _ - 99 TIMBER �. 'r +-IF v D '--._- _ - NcJ'N ,-- SIG _----------- - -° -_ __ - - _ _ _ - _._ - - - __--_-_- -- •■•••♦a*..*, _- ~ - -_ -- -- LLJ f- ■i■ D16 24" Clean Llt 550 50 IRIS Ui WALL r. s oHroHry - _ I --sso Pol _ _ _ MAILBOX _ 0 W h BER - y ■ - - - MAILBOX - - •. os l ° __ iPF r. -- --�- '� ------------ oHTol+rv- --- --- -/ --- �. hone - �INV OUT _-- - �'„ _ _ ---- - ••••• ■r -- -..--- --. _ - --- - - NV IN, MAILCOX �•• .•••• D16F 12" Yard Inlet 559.50 - -- - - - -- - i -- - -- r _ _ _ _ ~ x o Toff ,�o - 027.60 ,1 "(y p 5 7.32 _ - - -- °sue o _: ., _-- - _ l _ TMP 90-21E LOT 90-21D I o ) r M� p ox mate � � �i -� �� VDH. 1 _----'_---- - - ------ • mP A rox. 10 VEP- Esmt. �I LOT 2) p % - N. Vo Public Service Esmt. p - _ • • EDDIELEE AND JERRY LEE AND , { xJ II D. B.ZZ1 P.3OS <U \��' \ D.BA6Z P.116 MQN. y - _ ■ ---APIIA� DJOB No. B. 7 LEE BEST LIFE ESTATE DE . 767 B. BEST - �� TMP 90-21B \ - -__`. - II I �• • 30% D.B. 3716 P. 243 I D.B. 3767 P. 332 I q- L07lB)E - _ PP . ■ r • • � • 12 76. 5 556.00 555 HDPE D.B. 325 P. 367 PAT m H TMP 91-19 o , �� ; \ D. B.288 P.80 -- \-------- D.B. 325 P. 367 PAT r STE H N B. HENRY - --_I - Mp I I Q JULIAN P. BATTEN, JR. TMP 90-21H r- v- �20 oa D.B.2816 P.287 , LOT -I D.B. 1717 P. I - ---- -- - ---- --_- ° Yard Inlet 555.83 __ 182157 D16D 12 w z I I D.B. 338 P. 36, 37 PAT WIL 0_ D.B. 1350 P. 226, 227 PAT TMP 90-21H _ IDOROTHY B. HUNT 60 0 3D 6,'0 12d ,eCeo35" -_�- 240 12 16. 0 6.25% 552.5 551.50 HDPE EV cv j DOR02T Y B. HUNT Q `\ -- `\ D.B. 3289 P. 68, 71 PAT I� 0 ''�19. SCALE f 3 10 - v 1 D.B. 1 T I N / D.B. 3289 P.31 71 PAT T y D.B. 1717 P. 31 z - - III - 01 a D.B. 1350 P. 226, 227 PAT pPo \ \ D.B. 1350 P. 226, 227 PLAT �, C Is I I I IC-4 I \I�� ' _------------- opp V,6 \ \ D16C 12" Yard I let 554.00 ^`\ IN FEET 12 44.00 3.41% 550.50 549.00 HDPE SHEET NO. inch - 60 ft. �16B 12" Clean ut 1 554.25 12 12 81.11)0 3.70% 549.00 546.00 HDPE - , - ` � + _; - � ♦ _ _ ems' � ■-' ,-,�� _ ♦� r ,. ♦ I _ I I ■ ■ --9 -- ■ ♦ ._ ` ♦+ ♦• - r ',I I ■ • 8 73.150 14.97% 615.0 604.00 HDPE .' .✓'-�-"- ■ aka -- _" � - _ r♦ I ' -7111--, - • ■ I ' / ■ ---'/'' '- % i H ■ -- _ I 2p •■ YD13N - o•• a°° ♦ L Arm 32.150 0.77% 604.2 604.00 HDPE , I _' " -_-. ■ I - - ■ �/ ♦♦♦♦ r6�oJyN' _ ■ - _ 6oU ••♦♦♦. s� I- I166 ,�� • 1 ■ "" - ---- ' «60. .. ii♦ f _--' • ■ y=r--- - --- - -o. -- 5a4I e -I' ♦♦� •� ♦♦ i YD6 F l P;, ■ i i 8 92.0 3.78°h 546.0 542.50 HDPE e{ • /:'' �_-- "-" r----ols-♦ � I ; fioe w `: ♦ y, 5 i • i ,, • I ■ i i D10 fir= - "-"" • _ ■ • ■ ROOFi6 ■ YDi31 ♦ • • �� ■ . ■ �-.l SUMMIT SCOTT R. COLLINS Z U No. 35791 ,l IONAL '' Design Storm Year 10 I DOWNSTREAM STRUCTURE Z O �■■� Lu�- p _ ~ E Ci Ln w � z o J Q - 2 m n J ¢ � z Ln H z Lu 0 U 0 U Lu J Q Lu m a a o w Ln z 0 Ln > Lu Lu Q � M Ln � -1 oo M O n IN - co co M CV cv w J � w !- O J � Q U Lu � U) u I [-7 Lu Z Lu - U Lu � Q O N z Lu (� J Q z LL 1 Lu rr nn V Q � I —I J J I--1 z cl� a Ln z O ~ J V J Q � W w z Q C) w W _ � JOB NO. 182157 SCALE N.A. SHEET NO. 13 --■.■i-■I_ . 11 ��■11 . ®ice '®® ® �I� "• iCi•i�®I®i•i•�■i•�■■■� �I�ii1iC®��I�i•i•�■i•�■■■� �I�iiliGi•®®I�i•i•�■i•�■■■� � �I�■.■�■I��i<�� "'' ®ice®� � �I�i�iC® .11 �I®�i•�■i•�■■■� � �I�■.■�■I� " ®� "' ' ®ice®�I ® �I ' ' Wit® " ��®���■■�■■■� ®' �■■■■■■■■■���� '® '®. ''� '®' '®mom '®i. ' :�� ■■■_■■-_-�■■ III �0 1 11 �� 11 �..� � � ■■■■■■■-_■�■■ 1 11 ■�0 1 11 �� III ��®I ®� III 1 1 ■� 1®■■�■■■.■■■■■■■-- ®� III 11• ■® 11 ■■�■■-_■■■■■■-- -i�i�iG��®� 1 111 1 11 ■ 1® 1 1 ■■I■■■■■■■■■■■-- Q-■■■■■■■■■■■1■■ 1 11 ■�0 1 11 m� 1 1 �' ®®® III 1®" ■®®■■�■■■�■■■■■■-- �' ■■■_■■■■■■�■■ III �0 1 11 m� 1 1 !�� STRUCTURE DRAINAGE �I��Y 0F� SCOTT R. No. 35'791 COLLINS'Z ,1 ��o IONAL EOZ z w O U (� �l/ / U O U Z OQ IMMI WCY- O cC L) w � z O w J Q - M c=n J ¢ I z -I J W CO a a w � > w z O_ �_ w for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr w Q M un ,I I o oo ,I M 0 Z� co N W� M N O N w J J z J a- w r1n V / � /� V / z IIIIIIIIIIIIIIII� LD ' Uj z i--i < Q J D for inlets draining to sto water management facilities, where overland flow to facilities is not available, 100% capture is required at 6.5in/hr I WJ tfi Z O U I �_ U)J �.�i w LU J H� J I -I = V J Q W ' n Q 0 - U) V IIIIIIJ w I^.L' uz li Q V 0 0 N W O f- w w = d l0 JOB NO. 82157 SCALE N.A. * g Ater longitudinal slope of 0.001 should be used in a sump condition -g to inlets (DI-7) in open pavement areas will not have a curb spread, but will have inlet spread and depth ' 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 SHEET NO. r inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for he 10yr conveyance to the facilities - for inlets draining to stormwater management facilities, the 6.5in/hr check storm will suffice for the 10yr conveyance to the facilities 1 N TE: Inlet size for structures determined by overland flow. Pipes have been sized to include o gland flow as well as yard inlet and roof drain drainage areas. NgTE: 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. ( ) FLOW TYPE INLET TYPE AREA (FT2� PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) YDl 12"Nybplast Yard Inlet 0.42 4.49 0.11 0.50 4.00 0.220 0. 7 WEIR FLOW YDl 12"NybplastYazdInlet 0.42 4.49 0.11 0.50 6.50 0.358 1. 7 WEIR FLOW YDl 12" N bplast Yazd Inlet - 50% clogged 0.21 2.25 0.11 0.50 4.00 0.220 1. 3 WEIR FLOW YDI 12" N loplast Yard Inlet - 50% clogged 0.21 2.25 0.11 0.50 6.50 0.358 1. 9 WEIR FLOW YD2 15"Nybplast Yard Inlet 0.64 5.40 0.12 0.30 4.00 0.144 0. 1 WEIR FLOW YD2 15"Nybplast Yard Inlet 0.64 5.40 0.12 0.30 6.50 0.234 0.11 WEIR FLOW YD2 15"N bplast Yazd Inlet - 50% clogged 0.32 2.70 0.12 0.30 4.00 0.144 0.02 WEIR FLOW YD2 15"N bplast Yazd Inlet - 50% clogged 0.32 2.70 0.12 0.30 6.50 0.234 1. 3 WEIR FLOW YD3 12"Nybplast Yard Inlet 0.42 4.49 0.04 0.50 4.00 0.080 039 WEIR FLOW YD3 12" Nybplast Yard Inlet 0.42 4.49 0.04 0.50 6.50 0.130 0.54 WEIR FLOW YD3 12" N loplast Yard Inlet - 50% clogged 0.21 2.25 0.04 0.50 4.00 0.080 0. 2 WEIR FLOW YD3 12" N bplast Yard Inlet - 50% clogged 0.21 2.25 i 0.04 0.50 6.50 0.130 0.36 WEIR FLOW YD4 30" Nybplast Yard Inlet 2.85 8.60 1.64 0.55 4.00 3.608 3.13 WEIR FLOW YD4 30"Nybpl STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FT 2) PERIMETER (FT) A (ACRES) C I (IN/FIR) Q (CFS) YD13C 2" Nybplast Yard Inlet 0.42 4.49 0.12 0.40 4.00 0.192 0. 1 WEIR FLOW YD13C 2" Nybplast Yard Inlet 0.42 4.49 0.12 0.40 6.50 0.312 0. 8 WEIR FLOW YD13C 12" Ny plast Yazd Inlet - 50% clogged 0.21 2.25 0.12 0.40 4.00 0.192 1. 2 WEIR FLOW YD13C 12" Ny plant Yazd Inlet - 50% clogged 0.21 2.25 0.12 0.40 6.50 0.312 1. 5 WEIR FLOW YD13E 2" Nybplast Yard Inlet 0.42 4.49 0.04 0.40 4.00 0.064 0. 4 WEIR FLOW YD13E 2" Nybplast Yard Inlet 0.42 4.49 0.04 0.40 6.50 0.104 0. 7 WEIR FLOW STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FTZ) PERIMETER (FT) A (ACRES) C I (IN/HR) Q (CFS) 112 DI-7 5.98 12.83 3.40 0.40 4.00 5.44 3.3 WEIR FLOW 112 DI-7 5.98 12.83 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW 112 DI-7 - 50% clogged 2.99 6.42 3.40 0.40 4.00 5.44 4.0 ORIFICE FLOW 112 DI-7 - 50% clogged 2.99 6.42 3.40 0.40 6.50 8.84 4.0 ORIFICE FLOW INLETS ON GRADE, DESIGN Intensity 4.00 Mannings Coefficient, n is (CURB SPREAD AND INLET CAPTURE) (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 0.013 Inlet Hydrology Curb and Gutter Inlet a Y m ❑ c O � ❑ Q_ > � rn c `° L � m w IC w ° 10 0 � > 3 � o o 0 � 3 A f0 Q � C ° _� Q � - ¢ ti U ci a a a x � � m a ° '� o 'C' m � m � �` 'rn a v ° o o 0 0 � o `° c °� c � � w c � 1° Ol � fn 15.O` x 3 0 vi � � � rn � w v � ° � � w_ � 3 m x N II O 3 ar � in u, s✓ � c v � � u w c `�° o � � .o 0 � •o o m '9 °� 3 `m o N J C � U ` - � .ri m '� � � w a r� � � 26 3B 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 0.95 3.5192 0.1466 0.1593 4. 5 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 2.59 3.5192 0.1466 0.0200 15.71 0.38 1.00 0.18 0.00 66 3B 14.0 0.74 0.50 0.370 1.48 0.00 1.46 0.0210 0.0200 2.0 0.0833 4.1650 6.72 3.5192 0.1466 0.0200 29.33 0.48 1.00 1.48 0.00 8 3B 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 3.5192 0.1466 0.0200 25 34 0.39 1.00 0.44 0.00 86 3B 12.0 0.19 0.75 0.143 0.57 0.00 0.57 0.0700 0.0200 2.0 0.0833 4.1650 3.75 3.5192 0.1466 0.0200 28.20 0.43 1.00 0.57 0.00 10 3B 10.0 0.11 0.75 0.083 0.33 0.00 0.33 0.1200 0.0200 2.0 0.0833 4.1650 2.76 3.5192 0.1466 0.0200 26 35 0.38 1.00 0.33 0.00 10B 3B 16.0 0.30 0.75 0.225 0.90 0.00 0.90 0.1200 0.0200 2.0 0.0833 4.1650 4.02 3.5192 0.1466 0.0200 4016 0.40 1.00 0.90 0.00 12 3B 8.0 0.05 0.90 0.045 0.18 0.00 0.18 0.1200 0.0200 2.0 0.0833 4.1650 2.20 3.5192 0.1466 0.0200 20 43 0.39 1.00 0.18 0.00 14 3B 10.0 0.22 0.75 0.165 0.66 0.00 0.66 0.0300 0.0200 2.0 0.0833 4.1650 4.64 3.5192 0.1466 0.0200 23 26 0.43 1.00 0.66 0.00 166 3B 8.0 0.14 0.75 0.105 0.42 0.00 0.42 0.0300 0.0200 2.0 0.0833 4.1650 3.92 3.5192 0.1466 0.0200 19.24 0.42 1.00 0.42 0.00 18 3B 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.32 3.5192 0.1466 0.0200 32:40 0.37 1.00 0.54 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 3.5192 0.1466 0.0200 24 22 0.41 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 3.5192 0.1466 0.0200 2179 0.37 1.00 0.21 0.00 24 38 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 3.5192 0.1466 0.0200 9. 5 0.40 1.00 0.18 0.00 26 38 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0109 0.0200 2.0 0.0833 4.1650 4.47 3.5192 0.1466 0.0200 13.31 0.45 1.00 0.36 0.00 30 38 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 3.5192 0.1466 0.0200 29.04 0.41 1.00 0.42 0.00 306 3B 12.0 0.18 0.75 0.135 0.54 0.00 0.54 0.1200 0.0200 2.0 0.0833 4.1650 3.32 3.5192 0.1466 0.0200 32.40 0.37 1.00 0.54 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 3.5192 0.1466 0.0200 24.49 0.41 1.00 0.36 0.00 326 3B 10.0 0.16 0.75 0.120 0.48 0.00 0.48 0.0820 0.0200 2.0 0.0833 4.1650 3.41 3.5192 0.1466 0.0200 27.51 0.36 1.00 0.48 0.00 36 3B 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 3.5192 0.1466 0.0200 18.35 0.44 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 3.5192 0.1466 0.0200 15.68 0.38 1,00 0.27 0.00 40 3B 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 3.5192 0.1466 0.0200 15.88 0.38 1.00 0.33 0.00 42 3B 8.0 0.14 0.80 0.112 0.45 0.00 0.45 0.0184 0.020q 2.0 0.0833 4.1650 4.40 3.5192 0.1466 0.0200 17.07 0.47 1.00 0.45 0.00 46 36 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 3.5192 0.1466 0.0200 9. 5 0.40 1.00 0.18 0.00 48 3B 6.0 0.15 0.65 0.098 0.39 0.00 0.39 0.0109 0.0200 2.0 0.0833 4.1650 4.61 3.5192 0.1466 0.0200 13 76 0.44 1.00 0.39 0.00 50 36 8.0 0.18 0.75 0.135 0.54 0.00 0.54 0.0300 0.0200 2.0 0.0833 4.1650 4.31 3.5192 0.1466 0.0200 21.38 0.37 1.00 0.54 0.00 52 36 12.0 0.24 0.75 0.180 0.72 0.00 0.72 0.0500 0.0200 2.0 0.0833 4.1650 4.36 3.5192 0.1466 0.0200 28.12 0.43 1.00 0.72 0.00 54 36 16.0 0.52 0.65 0.338 1.35 0.00 1.35 0.0500 0.0200 2.0 0.0833 4.1650 5.52 3.5192 0.1466 0.0200 36.641 0.44 1.00 1.35 0.00 58 3B 8.0 0.11 0.75 0.083 0.33 0.00 0.33 0.0473 0.0200 2.0 0.0833 4.1650 3.29 3.5192 0.1466 0.0200 19.93 0.40 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 3.5192 0.1466 0.0200 25.31 0.40 1.00 0.30 0.00 62 3B 10.0 0.13 0.75 0.098 0.39 0.00 0.39 0.1200 0.0200 2.0 0.0833 4.1650 2.94 3.5192 0.1466 0.0200 28.26 0.35 1.00 0.39 0.00 66 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 3.5192 0.1466 0.0200 26.35 0.38 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 3.5192 0.1466 0.0200 9.17 0.44 1.00 0.07 0.00 80 3B 6.0 0.12 0.75 0.090 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 3.99 3.5192 0.1466 0.0200 15.96 0.38 1.00 0.36 0.00 82 3B 6.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0200 0.0200 2.0 0.0833 4.1650 4.01 3.5192 0.1466 0.0200 16.04 0.37 1.00 0.36 0.00 84 3B 8.0 0.14 0.65 0.091 0.36 0.00 0.36 0.0596 0.0200 2.0 0.0833 4.7650 3.27 3.5192 0.1466 0.0200 22.26 0.36 1.00 0.36 0.00 90 3B 12.0 0.20 0.65 0.130 0.52 0.00 0.52 0.0991 0.0200 2.0 0.0833 4.1650 3.39 3.5192 0.1466 0.0200 30.11 0.40 1.00 0.52 0.00 92 3B 10.0 0.11 0.65 0.072 0.29 0.00 0.29 0.0991 0.0200 2.0 0.0833 4.1650 2.71 3.5192 0.1466 0.0200 23.43 0.43 1.00 0.29 0.00 94 38 8.0 0.12 0.65 0.078 0.31 0.00 0.31 0.0643 0.0200 2.0 0.0833 4.1650 3.04 3.5192 0.1466 0.0200 21.34 0.37 1.00 0.31 0.00 96 3B 12.0 0.45 0.50 0.225 0.90 0.00 0.90 0.0460 0.0200 2.0 0.0833 4.1650 4.82 3.5192 0.1466 0.0200 30.12 0.40 1.00 0.90 0.00 98 3B 12.0 0.38 0.60 0.228 0.91 0.00 0.91 0.0392 0.0200 2.0 0.0833 4.1650 4.99 3.5192 0.1466 0.0200 28.87 0.42 1.00 0.91 0.00 104 3B 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 3.5192 0.1466 0.0200 18.49 0.43 1.00 0.53 0.00 114 3B 16.0 1.03 0.50 0.515 2.06 0.00 2.06 0.0215 0.0200 2.0 0.0833 4.1650 7.58 3.5192 0.1466 0.0200 33.94 0.47 1.00 2.06 0.00 INLETS ON GRADE, DE Intensity 6.50 Mannings Coefficient, n is IGN (CURB SPREAD AND INLET CAPTURE) (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) 0.013 Inlet Hydrology Curb and Gutter Inlet a � M � rn c °1 o � y U A U 10 0 � > ; m o 0 0 � m � �, c m ° 3 � o ¢ U U C3 d C7 W � N � � +C C cc, N 9 O 'oi y v ° o o 0 0 3 ci m c � � � m x c x � x �' w vi cxn >i � rn H w° U O (V � � w_ � 3 �j Z. y� � � rp m in r°rl L � N � � u � o 0 °= 4 � � c �, iu m .� °' o `m � '� � � ui Cl d c`0i � 2B 3B 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. 3 0.99 1.00 0.63 0.00 4 3B 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. 3 1.11 1.00 0.29 0.00 68 3B 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 9.0 1.11 1.00 0.72 0.00 8B 3B 12.0 0.19 0.75 0.143 0.93 0.00 0.93 0.0700 0.0200 2.0 0.0833 4.1650 4.50 0.92 3.5192 0.1466 0.1549 1012 1.19 1.00 0.93 0.00 10 3B 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. 5 1.09 1.00 0.54 0.00 10B 3B 16.0 0.30 0.75 0.225 1.46 0.00 1.46 0.1200 0.0200 2.0 0.0833 4.1650 4.83 0.89 3.5192 0.1466 0.1505 14 67 1.09 1.00 1.46 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. 6 1.13 1.00 0.29 0.00 14 3B 10.0 0.22 0.75 0.165 1.07 0.00 1.07 0.0300 0.0200 2.0 0.0833 4.1650 5.57 0.85 3.5192 0.1466 0.1446 8. 0 1.15 1.00 1.07 0.00 16B 3B 8.0 0.14 0.75 0.105 0.68 0.00 0.68 0.0300 0.0200 2.0 0.0833 4.1650 4.70 0.90 3.5192 0.1466 0.1520 6. 9 1.15 1.00 0.68 0.00 18 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 1144 1.05 1.00 0.88 0.00 20 3B 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. 7 1.20 1.00 0.44 0.00 22 3B 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. 3 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. 5 1.13 1.00 0.29 0.00 26 36 B.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0109 0.0200 2.0 0.0833 4.1650 5.37 0.86 3.5192 0.1466 0.1461 4. 5 1:21 1.00 0.59 0.00 30 3B 12.0 0.16 0.65 0.104 0.68 0.00 0.68 0.1200 0.020q 2.0 0.0833 4.1650 3.61 0.97 3.5192 0.1466 0.1622 1014 1.18 1.00 0.68 0.00 306 3B 12.0 0.18 0.75 0.135 0.88 0.00 0.88 0.1200 0.0200 2.0 0.0833 4.1650 3.98 0.95 3.5192 0.1466 0.1593 1144 1.05 1.00 0.88 0.00 32 3B 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. 0 1.16 1.00 0.59 0.00 328 3B 10.0 0.16 0.75 0.120 0.78 0.00 0.78 0.0820 0.0200 2.0 0.0833 4.1650 4.09 0.94 3.5192 0.1466 0.1578 9. 7 1.02 1.00 0.78 0.00 36 3B 8.0 0.10 0.75 0.075 0.49 0.00 0.49 0.0411 0.0200 2.0 0.0833 4.1650 3.91 0.95 3.5192 0.1466 0.1593 6. 8 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. 4 1.08 1.00 0.44 0.00 40 3B 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 S. 1 1.07 1.00 0.54 0.00 42 3B 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. 1 1.27 1.00 0.73 0.00 46 3B 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. 5 1.13 1.00 0.29 0.00 48 3B 6.0 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. 5 1.17 1.00 0.63 0.00 50 3B 8.0 0.18 0.75 0.135 0.88 0.00 0.88 0.0300 0.0200 2.0 0.0833 4.1650 5.17 0.88 3.5192 0.1466 0.1490 7. 5 1.02 1.00 0.88 0.00 52 36 12.0 0.24 0.75 0.180 1.17 0.00 1.17 0.0500 0.0200 2.0 0.0833 4.1650 5.23 0.87 3.5192 0.1466 0.1476 10 39 1.15 1.00 1.17 0.00 54 3B 16.0 0.52 0.65 0.338 2.20 0.00 2.20 0.0500 0.0200 2.0 0.0833 4.1650 6.62 0.77 3.5192 0.1466 0.1329 14 42 1.11 1.00 2.20 0.00 58 3B 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. 4 1.14 1.00 0.54 0.00 60 3B 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. 5 1.14 1.00 0.49 0.00 62 3B 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. 7 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. 5 1.09 1.00 0.54 0.00 68 3B 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 3.7 1.26 1.00 0.12 0.00 80 3B 6.0 0.12 0.75 0.090 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.79 0.90 3.5192 0.1466 0.1520 5. 0 1.03 1.00 0.59 0.00 82 36 6.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0200 0.0200 2.0 0.0833 4.1650 4.81 0.90 3.5192 0.1466 0.1520 5. 3 1.03 1.00 0.59 0.00 84 3B 8.0 0.14 0.65 0.091 0.59 0.00 0.59 0.0596 0.0200 2.0 0.0833 4.1650 3.92 0.97 3.5192 0.1466 0.1622 7. 7 1.03 1.00 0.59 0.00 90 3B 12.0 0.20 0.65 0.130 0.85 0.00 0.85 0.0991 0.0200 2.0 0.0833 4.1650 4.07 0.95 3.5192 0.1466 0.1593 10 63 1.13 1.00 0.85 0.00 92 36 10.0 0.11 0.65 0.072 0.46 0.00 0.46 0.0991 0.0200 2.0 0.0833 4.1650 3.25 0.98 3.5192 0.1466 0.1637 8.4 1.23 1.00 0.46 0.00 94 3B 8.0 0.12 0.65 0.078 0.51 0.00 0.51 0.0643 0.0200 2.0 0.0833 4.1650 3.65 0.97 3.5192 0.1466 0.1622 7. 5 1.07 1.00 0.51 0.00 96 3B 12.0 0.45 0.50 0.225 1.46 0.00 1.46 0.0460 0.0200 2.0 0.0833 4.1650 5.78 0.84 3.5192 0.1466 0.1432 1134 1.06 1.00 1.46 0.00 98 3B 12.0 0.38 0.60 0.228 1.48 0.00 1.48 0.0392 0.0200 2.0 0.0833 4.1650 5.98 0.78 3.5192 0.1466 0.1344 1129 1.06 1.00 1.48 0.00 104 3B 8.0 0.19 0.70 0.133 0.86 0.00 0.86 0.0189 0.0200 2.0 0.0833 4.1650 5.60 0.85 3.5192 0.1466 0.1446 6. 2 1.16 1.00 0.86 0.00 114 3B 16.0 1.03 0.50 0.515 3.35 0.00 3.35 0.0215 0.0200 2.0 0.0833 4.1650 9.09 0.62 3.5192 0.1466 0.1109 1488 1.07 1.00 3.35 0.00 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hyd INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet N N � N m O. fv � N p � N O_ N � f° O C N r N v N � � V O ��" � J N L N U O � L `G O C ?i `o a � o 0 3 0 `o m � o _ ° N � ❑ � � t0 � C � C O .� 0 3 ,O U N l0 N N N Z N a L <0 t0 N .41 � � N � C L O N � ❑ � � � � U N xO O O. 0_ ❑ > J Q d Q U U O C1 C7 V) + (q � V) V) F N v 'o F- � left 0.17 0.75 0.128 0.51 0.00 0.51 0.0010 0.0200 2.0 0.0200 1.0000 7.98 right 0.16 0.75 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0.0200 1.0000 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 2.0 0.0200 1.0000 5.04 right 0.05 0.75 0.038 0.15 0.00 0.15 0.0010 0.0200 2.0 0.0200 1.0000 5.04 6 3C 6.0 combined flow 0.3 0.06 0.124 2.85 left 0.04 0.65 0.026 0.10 0.00 0.10 0.0010 0.0200 2.0 0.0833 4.1650 4.39 right 0.03 0.65 0.020 0.08 0.00 0.08 0.0010 0.0200 2.0 0.0833 4.1650 3.95 16 3C 6.0 combined flow 0.2 0.04 0.089 2.04 left 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 right 0.06 0.65 0.039 0.16 0.00 0.16 0.0010 0.0200 2.0 0.0200 1.0000 5.12 28 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 2.0 0.0200 1.0000 5.12 right 0.07 0.65 0.046 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.42 56 3C 6.0 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 2.0 0.0200 1.0000 5.96 right 0.09 0.65 0.059 0.23 0.00 0.23 0.0010 0.0200 2.0 0.0200 1.0000 5.96 56B 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 0.0010 0.0200 2.0 0.0200 1.0000 6.29 right 0.12 0.75 0.090 0.36 0.00 0.36 0.0010 0.0200 2.0 0.0200 1.0000 7.00 70 3C 8.0 combined flow 0.6 0.08 0.180 4.12 left 0.04 0.75 0.030 0.12 0.00 0.12 0.0010 0.0200 2.0 0.0200 1.0000 4.64 right 0.06 0.75 0.045 0.18 0.00 0.18 0.0010 0.0200 2.0 0.0200 1.0000 5.40 76 3C 6.0 combined flow 0.3 0.06 0.124 2.85 left 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 right 0.18 0.65 0.117 0.47 0.00 0.47 0.0010 0.0200 2.0 0.0200 1.0000 7.72 102 3C 10.0 combined flow 0.9 0.10 0.210 4.82