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HomeMy WebLinkAboutSDP201400005 Plan - Approved Initial Site Plan 2014-03-19INITIAL SITE DEVELOPMENT PLAN FOR RIVERSI DE VILLAGE TAX MAP 78, PARCEL 58 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA 6- b W SHEET INDEX TOP OF CURB ELEVATION SPOT ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION BENCHMARK C I - COVER 5H f FT' STORM SEWER C2 - APPROVED FKOf f EK5 *LOT REGULATION5 — ROOF DRAIN C3 - EXISTING CONDITIONS * DEMO PLAN SEWER LINE C4 - PROJECT OVERVIEW/SHEET INDEX - WATER LINE C5 - INITIAL SITE PLAN — GAS LINE CG - UTILITY PLAN - OVERHEAD ELECTRIC WIRE C7 - GRADING PLAN - UNDERGROUND ELECTRIC C8 - ROAD A PLAN * PRO f I LE — OVERHEAD TELEPHONE LINE C9 - ROAD D, C, * ALLEY PLAN PROfILE5 — UNDERGROUND TELEPHONE LINE C 10 UTILITY POLE - 51TE * LIGHTING DETAII-5 CI ADJACENT PROPERTY LINE I - LAN D5CArE PLAN VACATED PROPERTY LINE C 12 E1-- - LAN D5CAPE DtTAI L5 N 4--" 1 ID A /a I IN IF= �2 ED 42)IF=1 I F= 01Q I \� I,-) C I 'd V V r-\ I G a NI L- I - 11 \4 - I I I I0 I T Py P LD r --N F I I F= C::=, TT n Lij F ib Ic SZ C� 117D LD 1 C. 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N xxxx 1 ijvif['6n�12ou, Tt y HrxnI6� "Ne & F 4. 40 -S 0 i o' N �7' Ha, rrs, i ] Vy, e. r a n os '7 )beyjP x p R i M " :j. IMAGE PROVIDED BY GOOGLE MAPS EXIST NEW DESCRIPTION EXIST - - - TREE LINE 10 ---------- -- - FENCE STREAM 3.,:— — 12— INTERVAL CONTOUR — oo— INDEX CONTOUR C, —2 STANDARD 6" CURB CIG -6 COMBINATION 6" CURB & GUTTER NEW DESCRIPTION1 PARKING COUNT CONCRETE PAVEMENT HANDICAP ACCESSIBLE AISLE SIDEWALK SANITARY EASEMENT HANDICAP PARKING GRADING EASEMENT g 3 a RIPRAP ASPHALT DRAINAGE EASEMENT GRASS UTILITY EASEMENT EC -2 MATTING WATER EASEMENT EC -3 MATTING ACCESS EASEMENT STORM DRAINAGE EASEMENT WETLAND NEW DESCRIPTION1 NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. Submittal Type Reviewed and Approved by the Community 0,,e'veinument Department Date -3 1 1 9 / I File# tc)p 20 1 L4 Siqncuure I ,/OWNER / DEVELOPER Gordonsville Realty Investments, Inc. 200 Garrett St, Suite O Charlottesville, UA 22902 ��,,,��� NMD -Neighborhood Model Development Per Approved Application Plan. ZMA 2012-00002. 4 \/SOURCE OF TITLE Tax Map 78, Parcel 58 DB 4150 PG 20 vMAGISTERIAL DISTRICT Rivanna z vBENCHMARK Daturn for topography is NAVD88. vS0*'*JRCE OF BOUNDARY & TOPO of Boundary Survey: Roger W. Ray & Associates. Dated: 10/15/12. Source of Topography: Two (2) foot contours shown from an airborne survey under the supervision of James H. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 03/10/12. BUILDING HEIGHT Maximum: Per approved ZMA #2012-00002. See sheet C2. SETBACKS Per approved ZMA #2012-00002. See sheet C2. EXISTING USE Vacant Land CRITICAL SLOPES Slopes greater than 25% are present on this site. See sheet C3. PROPOSED USE See sheet C2 for approved use tables. Commercial areas are not proposed with this site plan. LAN D USE SCHEDULE EXISTING Area % Open space 813,157 SF 100.0% Total= 813,157 SIT (18.67 ac.) PROPOSED Area % New Building 80,428 SF 9,9% New Sidewalk/Parking 83,271 SF 10,2% Open space 649,458 SF 79.9% Total= 813,157 SF (18.67 ac.) Total Impervious Area = 138,352 SF (17.0%) WATERSHEDS This site lies within the Upper Rivanna River Watershed. LIGHTING & LANDSCAPING See sheet C11 & C12 for a full detailed landscaping plan with details. See sheet C10, detail #'s 10 & 12 for the lighting photometric plan for the off street parking area. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100 -year flood plain. 00 0 co 6 Z 0 0L N W W Z_ q z W W0- Z :i 0 1 I a- ,, a Date 01/16/14 Scale WIM11 Sheet No. 1 OF 25_ File No. 12.009 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. Submittal Type Reviewed and Approved by the Community 0,,e'veinument Department Date -3 1 1 9 / I File# tc)p 20 1 L4 Siqncuure I ,/OWNER / DEVELOPER Gordonsville Realty Investments, Inc. 200 Garrett St, Suite O Charlottesville, UA 22902 ��,,,��� NMD -Neighborhood Model Development Per Approved Application Plan. ZMA 2012-00002. 4 \/SOURCE OF TITLE Tax Map 78, Parcel 58 DB 4150 PG 20 vMAGISTERIAL DISTRICT Rivanna z vBENCHMARK Daturn for topography is NAVD88. vS0*'*JRCE OF BOUNDARY & TOPO of Boundary Survey: Roger W. Ray & Associates. Dated: 10/15/12. Source of Topography: Two (2) foot contours shown from an airborne survey under the supervision of James H. Bell, Jr. aerial topography from Louisa Aerial Surveys, Inc. Dated: 03/10/12. BUILDING HEIGHT Maximum: Per approved ZMA #2012-00002. See sheet C2. SETBACKS Per approved ZMA #2012-00002. See sheet C2. EXISTING USE Vacant Land CRITICAL SLOPES Slopes greater than 25% are present on this site. See sheet C3. PROPOSED USE See sheet C2 for approved use tables. Commercial areas are not proposed with this site plan. LAN D USE SCHEDULE EXISTING Area % Open space 813,157 SF 100.0% Total= 813,157 SIT (18.67 ac.) PROPOSED Area % New Building 80,428 SF 9,9% New Sidewalk/Parking 83,271 SF 10,2% Open space 649,458 SF 79.9% Total= 813,157 SF (18.67 ac.) Total Impervious Area = 138,352 SF (17.0%) WATERSHEDS This site lies within the Upper Rivanna River Watershed. LIGHTING & LANDSCAPING See sheet C11 & C12 for a full detailed landscaping plan with details. See sheet C10, detail #'s 10 & 12 for the lighting photometric plan for the off street parking area. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100 -year flood plain. 00 0 co 6 Z 0 0L N W W Z_ q z W W0- Z :i 0 1 I a- ,, a Date 01/16/14 Scale WIM11 Sheet No. 1 OF 25_ File No. 12.009 PROFFER STATEMENT ZMA Number: 2012-00002 Tax Map and Parcel Number: 07800-00-00-05800 Owner: Gordonsville Realty Investments, Inc. 200 Garrett Street, Suite O Charlottesville, VA 22902 Date of Proffer Signature: November 13, 2013 18.66 acres to be rezoned from R1 to NMD Gordonsville Realty Investments, Inc, is the owner (the "Owner") of Tax Map and Parcel Nuirnber 07800-00-00-05800 (the "Property") which is the subject of rezoning application ZMA No. 2012-00002, a project known as "Riverside Village" (the "Project") Pursuant to Section 33 of the Albemarle County Zoning Ordinance (Chapter 18 of the Albermarle County Code), the Owner hereby voluntarily proffers the conditions listed below which shall be applied to the Property if it is rezoned to the zoning district identified above. These conditions are proffered as a part of the requested rezoning and the. Owner acknowledges that the conditions are reasonable. Each signatory below signing on behalf of the. Owner covenants and warrants that it is an authorized signatory of the Owner for this Proffer Statement. L Park Land Dedication; Trails System. Within five (5) years after the date that ZMA, 2012-00002 is approved by the County, or within thirty (30) days after the request of the County, whichever is sooner, the Owner shall dedicate to the County for public use for parks and open space resources an 8 -acre park, (the "Park) more particularly shown as `Block 6" on sheet 4 of the Application Plan, dated May 21, 2012, revised September 6, 2013 and prepared by Shimp Engineering, P.C. (the "Application Platt"). After it is dedicated to public use, the Park may continue to be included in Project for the purposes of calculating tonal area of green space and amenities within the Project. The Park shall continue to be subject to the Architectural and Landscape Standards for Riverside Village, as set forth in the. approved Code of Development for ZMA 2012-00002. Any remaining green or open space land within the Property not dedicated for public use shall be maintained by the Riverside Village Owner's Association. The dedication of lthe Park shall be in fee simple. If the Park land is not dedicated as part of a site plan or subdivision plat, the Owner shall pay the costs of surveying the land and preparing the deed of dedication. The Owner shall construct trails through the Park area as shown on sheet 7 of 8 of the Application Plan, within six (6) months after the approval by the County of the first subdivision plat or site plan applicable~ to any portion of Blocks 2 through 5 of the Project. The trails shall be constructed to the standards for a Class B trail, as shown in the Design Standards Manual. 2. Affordable Housing. The Owner shall provide ten (10) affordable housing units ("Affordable Housing Units") in the form of for -sale and/or for -rent condominium or apartment units. The Affordable Housing Units shall be subject to the requirements as set forth in Section VI of the Code of Development. The Affordable Housing Units shall be constructed within Block 1 and/or Block 2, as shown on the Application Plan. Before the Owner applies for a building permit for the fortieth (40th) residential relit within the Property, the Owner shall have offered for sale or rent, as provided herein, six (6) Affordable; Housing Units within the Project. Before. the Owner applies for a building permit for the. fiftieth (50th) residential unit within the Property, the Owner shall have offered for sale or rent, as provided herein, all ten (10) Affordable Housing Units within the Project. for -sale Affordable House approved A. For -Sale Affordable Units. All purchasers of thern� Units shall be appro ed by the Albemarle County Housing Office or its desrbnee.. The Affordable Housing Units will be designed for households with incomes less than eighty n �rstrn of nncr a e percent (80%) of the area median income such that housing casts consisting p p tl, interest, real estate taxes, and homeowners insurance (PITT) do not exceed thirty percent (30 /o) of the gross household income. The, Owner shall provide the County or its designee a period of ninety (90') days to identify and prequalify an eligible purchaser for the affordable units. The ninety (90) day period shall commence upon written notice from the Owner that the unit(s) will be available for sale. Thus notice shall not be given more than sixty (60) days prior to receipt of the Certificate of Occupancy for the applicable Affordable Housing Unit; the County or its designee may then have thirty (30) days within which to provide a qualified purchaser for such Affordable Housing Unit. If the County or its designee does not provide a qualified purchaser during the ninety (90) day period, the Owner shall have the right to sell the unit(s) without any restriction on sales price or income of the purchaser(s). This proffer shall apply only to the first sale of each of the for -sale affordable units. B. For -Rent Affordable Units. (1). Rental Rates. The initial net rent for each for -rent Affordable Housing Unit shall not exceed the then -current and applicable maximum net rent rate approved by the Albemarle County Housing Office. In each subsequent calendar year, the monthly net rent for each for -rent Affordable Housing Unit may be increased up to three percent (310). For purpose of this proffer statement, the team "net rent" means that the rent does not include tenant -paid utilities. The requirement that the rents for such for -rent Affordable Housing Units may not exceed the maximum rents established in this paragraph 2B shatll apply for a period of ten (10) years following the date the certificate of occupancy is issued by the County for each for -rent Affordable. Housing Unit, or until the units are sold as low or moderate cost units qualifying as such under either the Virginia Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable 'Term"). (2). Conveyance of Interest. All deeds conveying any interest in the for-rernt Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this paragraph 2. In addition, all contracts pertaining to a conveyance of any for -rent Affordable Housing Unit, or any part thereof, during thio Affordable Term shall contain a complete and full disclosure of the restrictions and controls established by this paragraph 2B. At least thirty (30) days prior to the conveyance of any interest in any for -rent Affordable Housing Unit during the Affordable Term, the tlrnen-current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 213(2) have been satisfied. (3). Reporting Rental Rates. During the Affordable Term, within thirty (3�0) days of each rental or lease term for each for -rent Affordable Housing Unit, the then -current owner shall provide to the Albemarle County ]Housing Office a copy of the rental or lease agreement for each such unit rented that shows the rental rate for such unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the. then -current Owner shall provide to the. County, if requue.sted, any reports, copies of rental or lease agreements, or other data pertaining to rental rates as the. County may reasonably require. 3. Cash Proffer for Park Master Plan. Within one (1) year after the date that ZMA 2012-00002 is approved, or within thirty (30) days after the request by the County, whichever is sooner, the Owner shall make a cash contribution to the Count), in the amount of Tray Thousand Dollars ($30,000.00) for the purpose of funding a master plan for the Park: (the "Park Master Plan"). If the Park Master Plan is completed for less than Thirty Thousand Dollars ($30,000.00), any remaining funds may be retained by the. County and used to fund -,onstruction or maintenance of the park. Albemarle County at it's sole discretion may clhoose to use this cash proffer ($30,000) toward improvements to the existing Darden Towe Park in lieu of onsite park planning and improvements. 4. Fiantage and Other Road Improvements. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) in connection with the first subdivision plat or site plan for the Property, the Owner shall construct all turn lanes and improvements to the horizontal alignment, vertical alignment and cross-section of Stony Point Road (Rt. 20) as shown in the Application Plan, to provide safe and convenient access to Riverside Village. Improvements constructed in accordance with this proffer shall be designed and constructed to applicable Virginia Department of Transportation ("VDO'T') starndards, including, without limitation, VDOT's Geometric Design Standard for an Urban Collector Road as such standards may be amended from time to time. Contemporaneously with, and as park of the first subdivision plat or site plan for the Proper.-ty, Owner small dedicate sufficient land along the frontage of Stony Point Road (Rt. 20) to permit the future widening of Rt. 20 by others, as shown on the Application Plan. Owner shall pay the costs of surveying the land, preparing a subdivision plat creating the parcel to be dedicated for review and approval by the County, and for preparing the deed of dedication. Certain raid improvements and dedicated portions of property for such improvements described in this Proffer 4 exceed those required for the development of the parcel and are for the benefit of the public. S. Cash Proffers for Residential Units. Subject to the credits for in kind and cash contributions as outlined below, the Owner shall contribute cash for each new residential unit in excess of the number of units that are allowed by -right under the zoning in existence at the tirme of this zoning map amendment (18) and that is not classified as an Affordable Housing Unit for the purposes of addressing the ]fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and transportation. The cash contributions shall be at the following rates: Twenty Thousand Four Hundred Sixty and 51/100 dollars ($20,460.51) cash for each new single family detached dwelling unit, Thirteen Thousand Nine Hundred Thirteen and 18/100 dollars ($13,913.18) cash fer each new single family attached or townhome dwelling unit, and Fourteen Thousand Four Hundred Ninety Seven and 77/100 cHollars ($14,497.77 ) cash for each new multi -family dwelling unit. The cash contribution shall be paid at the time of the issuance of the building permit for each new unit, unless the timing of the payment is otherwise specified by state law; provided however that the caslh contributions shall not be made until the number of units have been completed that results in what would otherwise have been a cash contribution of $971,189.00 (the "In-kind Contribution). The In-kind Contribution reflects the value of the improvements that the Owner has committed to make in these proffers that are for the benefit of the public. In other words, the. Owner shall not be required to pay thae per unlit cash contributions described herein until the time of the issuance of the building permit for a new unit completed after alpplying a credit for the In-kind Contribution of $971,1.89.00. In the event that the Project is completed prior to the. balance of the ht -kind Contrributions being exhausted, no remaining balance of the In-kind Contribution may not be applied. for any other project or developmentt. Beginning January 1, 2014, the amount of the cash contribution required by this proffer shall. be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Costt hndex ("MSI"). In no event shall any cash contribution amount be adjusted to a sum less than the amount initially established by tthis proffer. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, flue numerator of which shall be the MSI as of December 1 in the preceding calendar year, and the denominator of which shall be the ]MSI as of December 1 in the year preceding the calendar year most recently ended. OWNER: Gordonsville Realty Investments, Inc. By: Paul B. Manning Title: President Tax Map and Parcel Number: 07800-00-00-05800 DEVELOFME T BLOCK SUMMARY FRONT MINIMUM MAXIMUM MAX. BLOCK PERMITTED MINIMUM MAXIMUM MAX BLDG BLOCK ALLOWED BLOCK ACREAGE DWELLING DWELLING GROSS DENSITY RESIDENTIAL COMMERCIAL COMMERCIAL SETBACK STORIES UDE BLOCK 1 20' 5.R. 20 10'-25' S.R. 20 50' 51 5' 30' 5' 2-3 UNITS UNITS DU/ARCS HOUSING SQ. FT. SQ. FT. BLOCK 1 2.47 MIX USED 0 UNITS 16 UNITS 6.5 MULTI -FAMILY 16,000 DF 36,000 DF 0' (WITH MINIMUM 8' 5 (0 BLOCK 2A/2C: 5' I -4 50' 5F ATTACHED NO NO BLOCK 2 BUILDING SEPARATION) BLOCK 2B: 0' 5F DETACHED COMMERCIAL COMMERCIAL (A, 15, and C) 2.7 I RESIDENTIAL 12 UNITS 28 UNITS I O.3 TOWNHOUSE USES USES ROAD "B" 15'-25' ROAD "B" 10, BUILDING SEPARATION) M U LTI-FAMILY PERM ITTED PERM ITTLD BLOCK 4 20 GOAD "A" 5'- 1 2' ROAD "A" 15' O' (WITH MINIMUM 8' 5 20' NO NO BLOCK 3 ROAD "b" 18'-25' ROAD "b" 10, BUILDING DEPAP�ATION) 5F ATTACHED COMMERCIAL COMMERCIAL I RESIDENTIAL 8 UNITS ! 4 UNITS 9.0 0' 5' 0' (A and e) .56 60' (MF AOAD 5F DETACHED U5E5 USES BLOCK 6 N/A S.R. 1421: 50' (MIN. 5ETBACK) PERMITTED PERMITTED 20' 50' 20' 1-2 30' NO NO SF ATTACHED COMMERCIAL COMMERCIAL BLOCK 4 0.•77 RESIDENTIAL 5 UNITS 12 UNITS 15.G DF DETACHED USES USES TOWNHOUSE PERMITTED PERMITTED NO MINIMUM BLOCK 5 0.99 MIXED-USE 6 UNITS 18 UNITS 16.2 MULTI -FAMILY COMMERCIAL 10,000 5F SPACE OPEN SPACE NO NO NO NO BLOCK 6 8.27 (PARK RESIDENTIAL KE51DENTIAL N/A NO RESIDENTIAL COMMERCIAL COMMERCIAL DEDICATION) USED USES USES PERMITTED USES USES PERMITTED PERMITTED PERMITTED PERMITTED PUBLIC ROAD ROUTE 20 AND 1 . 1 3 INTERNAL ROAD N/A N/A N/A N/A N/A N/A EASEMENTS DEDICATIONS PRIVATE INTERNAL ROAD 0.75 ROAD N/A N/A N/A N/A N/A N/A EASEMENTS LA5EM ENT) TOTAL 18.65 3I MINIMUM 69 MAXIMUM 31.7 UNIT5/ACRE * 16,000 DF 46,000 DF RESTKICTIOND/REQUIREMENTS ASSOCIATED WITH STANDARDS ABOVE: REFER TO CODE OF DEVELOPMENT ON SHEETS 5 * G FOR DETAILS OF PERMITTED USES. COMMERCIAL AND MIXED-USE DUILDINGD IN BLOCK I SHALL NOT EXCEED 20,000 GROSS SQUARE FEET E'ER BUILDIIIIG. IN ORDER TO REMAIN BELOW THE MAXIMUM ALLOWABLE RESIDENTIAL DEVELOPMEII\IT DENSITY FOR THE ENTIRE SITE, INDIVIDUAL BLOCK MAXIMUM DENSITIES MAY NOT ALL BE ACHIEVED, FOR INSTANCE, IF 34 RESIDENTIAL UNITS ARE BUILT IN BLOCKS I AND 2, THEN A MAXIMUN OF 35 UMTS MAY DE BUILT IN BLOCKS 3-5 (THUS PROVIDING A SITE TOTAL OF G9 UNIT -9), t MAXIMUM GROSS RESIDENTIAL DENSITY FOR BLOCKS 1-5 = G9/8.5 = (5.1 UNIFS PEP, ACRE. LOT / FAQ' KI N G/ BUILDING REG U LAT I O N S FRONT FRONT PARKING 51DE BUILDING SIDE PARKING REAR BUILDING REAR PARKING MIN/MAX MAX BLDG BLOCK MILOT WIDTH BUILD -TO -LINES SETBACK SETBACK SETBACK SETBACK SETBACK STORIES HEIGHT BLOCK 1 20' 5.R. 20 10'-25' S.R. 20 50' 51 5' 30' 5' 2-3 45' ROAD "A" 50'-75' ROAD "A" 50' BLOCK 2 1 8 ROAD "A" 8'-50' ROAD "A" 30' 0' (WITH MINIMUM 8' 5 (0 BLOCK 2A/2C: 5' I -4 50' ROAD "C" 5'- 15' ROAD "C" 15' BUILDING SEPARATION) BLOCK 2B: 0' BLOCK 3 30 ROAD "A" 18'-25' ROAD "A" 15' 0' (WITH MINIMUM 8' 5 I 0 5' I -3 45' ROAD "B" 15'-25' ROAD "B" 10, BUILDING SEPARATION) BLOCK 4 20 GOAD "A" 5'- 1 2' ROAD "A" 15' O' (WITH MINIMUM 8' 5 20' 10' I -3 45' ROAD "b" 18'-25' ROAD "b" 10, BUILDING DEPAP�ATION) BLOCK 5 30' "b" 0'-25' ROAD "B" 0' 0' 5' 0' 0' 2-4 60' (MF AOAD BLOCK 6 N/A S.R. 1421: 50' (MIN. 5ETBACK) 20' 10, 20' 50' 20' 1-2 30' S.R.. 20: 75' (MIN. 5ET15ACr�) RESTRICTIONS/REQUIRE-MENTS ASSOCIATED WITH STANDARDS ABOVE: BUILDINGS WITH ZERO SETBA\CK PROVIDED ON ONE 51DE LOT LINE SHALL HAVE A MINIMUM 8' SETBACK ON THE OPPOSITE SIDE LOT LINE. PARKING SETBACKS SHOWN FARE ONLY FOR PARKING LOTS WITH FIVE OR MORE SPACES. ���,F,LTH ()pp� � Y�� U JUSTIN M. SHIIVIP � Lic. No. 45183 _. ZONAL e \\ T.M.62-23 \ CITY OF CHARLOTTESVILLE, VIRGINIA \\ AND COUNTY OF \ ALBEMARLE,VIRGINIA D.B.872-1 ` D.B.280-474 PLAT\ \ ZONED: R1 -EC \ USE: PARKS/OPEN \ q TMP 78-58D TMP 78-58E 1 / MICHAEL J. SIENDA MICHAEL J. SIENDA TMP 78-58A D.B.2912-252 D.B.2912-252 TRUSTEES OF CHARLOTTESVILLE LODGE 389i TMP 78-8A D.B.545-612 DESC. D.B.545-612 DESC. OF THE BENEVOLENT AND PROTECTIVE I TRUSTEES OF CHARLOTTESVILLE D.B.300-163 PLAT D.B.300-163 PLAT I ORDER OF ELKS LODGE 389 TH ZONED: R1 ZONED: R1 D.B.559-634 BENEVOLENT AND RO� PC T USE: SINGLE FAM. RES. 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M;� � i In -- --- -- - _1111.__ M_r,.1..... _ [ 10+00 11+00 12+00 13+00 Scale 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 1 9)-30' Sheet No. 3 ROAD C PEAK A�1D PROF EE (A)�SC TH AEEEY_PEAN ASID PROE EE� e 9 OF 25 _ _ - C9 SCALE: 1 "=30' Horizontal, 11 "=5' Vertical ALE: 1 "=30' Horizontal, 1 "=5' Vertical File ��tkl No.12.009 Job: Type: Notes: MUSE LAYOUT DETAIL C10 SCALE: 1 "=10' trgrlGullwing g' C c>Se:�1�1Poll`s an aster'Color° elite 1ect anis €� 3 systems Page i of 3 G18 Area Luminaires The Philips Gardco Gullwing is ari area luminaire defined by its sleek poofile and rugged construction.The Itotasing is one-piece, die cast alllininum and mounts directly to at pole or wall without the need of a separate suplport- arm.The multifaceted arc -image duplicating optical systems provide IES Types 1, II, III,IV and V distributions.,The door frame is single -piece diecast aluminum and retains an optically clear- tempered flat glass lens.The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. Gullwing lumntaires are finished with a fade and abrasion resistant TGIC powdercoat. Fla: glass fens luminaires protide full cutoff performance. Sag Lens luminaires provide cutoff performance. VOLTAGE 100MH1 PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appmpriote bux .have. Note: Gard- reserver tire right to refuse a ronfignm6an, Not all -rabinadans and caufgura6a are valyd. Refer to notes below for exclusions and limitations. For questions ar concerns, please consult the factory: 208 277 480 BnGast PREFIX MOUNTING DISTRIBUTIG"J jSee 1Nt?TES xtnu") G18 18" Gullwing Luminaire 1 Single Pole (Mount 1' Type I, Horizontal Lamp 2 Twin Pule Mount at 180' 2X.1.. Type It, Flop izontal Lamp 2090 Twin Pole Mount at 90' 3XL Type ill, Horizontal Lamp 3 3 -way Pole Mount at 90° 4XL Type IV, Horizontal Lamp 3 @120' 3 -way Pole Mount at 120" BLC' Backlight Control 4 4 -way Pole Mount Q' Type U, Horizontal Lamp W Wali Mount, Recessed) -Box AFI Concentrated Optic for WS Wall Mount, Surface Conduit EI?crank systcrr Automotive Front Row Applications WATTAGE o�sz VOLTAGE 100MH1 250PSMH ``' 350PSMH' UP' 875PSMH* 120 240 347 Pulse Stant MH 150MH'' 250PS40**.r.' 400PSMH' Q;'Magnetic 208 277 480 BnGast Watts ® 750PSMH" Standard MH 175PSMH C% 320PSMH` 1,0 Parking Lot + 1.5 fc 12.3 fc 0.0 fc N / A N / A 200-277 CMPE, MCE and PSE types only 4411 Clovis Barker Road, San Marcos,TX 78465 (800) 227.0758 (512) 753.1000 FA,X: (512) 753.7855 sfteiighting,com [7 2012 Koninklijke Philips Eleurorrics N.Y All Right, R-ervert_ Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the cornpany`s continuing producL iniprovernent program. 791'15-8510612 NOTES: 1. Notcnvailabte above 400 watts. 2. Availrnble in 210MCF, 31SMCE, 250PS90, 250P'SMH and 40OPSMH wattages only. 3. Requ&es c'28.+BT26 lamp. 4 Furniuhed with sag glass lens only. 5_ Moe it base lamp required. d. 747'v'' and 480V CMPE .nd MCE systems include and require on aoxiihary transform>r. i. CosrrniFA� and MasterColor Erie Systems are %upplicd with lamp. 8. Avatflabie with Lum,;Step ballast Option, see page 2. 9, See QS i Q8247,d,fe an page 2. 10,, "-1K "'sufx sredfes o 3000`K :amp and "-4K'," sof v specifles a 4000'K lamp, PHILIPS 09 G--A-RDCO LUMINAIRE SCHEDULE o�sz Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ® 750PSMH" Standard MH , CLEAR HORIZONTAL Parking Lot + 1.5 fc 12.3 fc 0.0 fc N / A N / A 175MH' 250MH' 400MH" Magnetic Ballast 1 G18-4XL-150PSMH GULLWING =vc:nloFo(i: G18-4XL- 9JC:t"1PE 1.00 Cie, """mc S erre f't 60CMPE 140CMFE +:. c Notes 1", 7,8, .�' 12500 LUMENIS 150P.ies fVias"eerCe?nrElite. 21OMCE-3IK: =' 315MCE-37SG:. EI?crank systcrr 1 G18-4XL-150PSMH GULLWING (Sra ,`urtes 5,7,4„]D'r 210MCE-8416111' 315MCE-+1104-% 1.00 Pulse Start MH ❑ Electronic Ballast 150PSE' p", 175PSE iE3 25OPSE :i; 320PSE3 Cr.. i (See Note 9) 70HPS 150HPS 400HPS 750HPS' High Pressure Sodium Magnetic Ballast 100HPS 250HPS 600HPS Low Pressure Sodium GULLWING 15OPSMH RATED FOR G18-2XL- Magnetic Ballast 35LPS 185 0 ` 1 i 5N1H, 2501v1 H and 40OMH not available for sale in the 'United Stotcs, .t' 25OPS90 includes a 90% efficient magnetic PSMH ballast, meeting the requirements of CaGfimia Title 20, efjbctive 11412010. fir -'`q Wattages marked with Circle "E" meet federal energy efficiency standards applicable to 150 watt through 500 watt metal halide luminaires only. 4411 Clovis Barker Road, San Marcos,TX 78465 (800) 227.0758 (512) 753.1000 FA,X: (512) 753.7855 sfteiighting,com [7 2012 Koninklijke Philips Eleurorrics N.Y All Right, R-ervert_ Philips Gardco reserves the right to change materials or modify the design of its product without notification as part of the cornpany`s continuing producL iniprovernent program. 791'15-8510612 NOTES: 1. Notcnvailabte above 400 watts. 2. Availrnble in 210MCF, 31SMCE, 250PS90, 250P'SMH and 40OPSMH wattages only. 3. Requ&es c'28.+BT26 lamp. 4 Furniuhed with sag glass lens only. 5_ Moe it base lamp required. d. 747'v'' and 480V CMPE .nd MCE systems include and require on aoxiihary transform>r. i. CosrrniFA� and MasterColor Erie Systems are %upplicd with lamp. 8. Avatflabie with Lum,;Step ballast Option, see page 2. 9, See QS i Q8247,d,fe an page 2. 10,, "-1K "'sufx sredfes o 3000`K :amp and "-4K'," sof v specifles a 4000'K lamp, PHILIPS 09 G--A-RDCO LUMINAIRE SCHEDULE o�sz Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts ® �I� ILA LU I t'-20 , CLEAR HORIZONTAL Parking Lot + 1.5 fc 12.3 fc 0.0 fc N / A N / A �I RESETBACKNG � I o A 1 G18-4XL-150PSMH GULLWING 150PSMH RAYED FOR G18-4XL- 12500 1.00 370 ❑ Road A ROW 0.0 fa 0.0 fc 0.0 fc N / A N / A .�' 12500 LUMENIS 150P.ies + B 1 G18-4XL-150PSMH GULLWING CLEAR HORIZONTAL 150PSMH RATED FOR G18-4XL- 12500 1.00 370 ❑ 12500 LUMENIS 150P.ies CLEAR HORIZONTAL C 1 G18-2XL-150PSMH GULLWING 15OPSMH RATED FOR G18-2XL- 12500 1.00 185 0 12500 LUMENIS 150P.ies 2" OF SM -9.5A SUPERPAVE °0° o 000000000000 6" - VDOT #21A BASESTONE 00 I II I II -I I Imo'- COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION EOR PARKING & ALLEYS Not To Scale 0 000000000000000 1.5" OF SM -9.5A SUPERPAVE 3" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 6" - VDOT #21A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PUBLIC ROADS Not To Scale 000000000000000°q 0 -0 -.o -o -O -o -O -O -d 4" - 3,000 PSI CONCRETE 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE CBR=10 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION Not To Scale OEESTREET PARKING LOT LIGHTING SCALE: 1 "=30' PLAN }0.0 115.0'�G.0'11.0'�-11.01 7.0'--,�G.0'- 5.OrI SIDEWALK PLANTING TRAVEL LANE TRAVEL LANE PARALLEL PLANTING SIDEWALK STRIP PARKING STRIP BUILDING BUILDING SETBACK SETBACK k--- 18.0' �' 55' PUBLIC RIGHT -OP -WAY 8.0' ROAD A CROSS SECTION SCALE: 1 "=10' 1 i SIDEWALK PLANTING TRAVEL LANE TRAVEL IAN[ PLANTING SIDEWALK i BUILDING SETBACK I STRIP 5TRIP I BUILDING SETBACK 18.0' 55' PRIVATE RIGHT -OP -WAY 18.0' ('T'�ROAD _B CROSS SECTION STA 10+00 - 12+50 (-.1 n SCALE: 1"=10 I SIUCWAI\ I LANIING 51DLWALK STRIP BUILDING SETBACK 10.0' V 73' PRIVATE RIGHT -OP -WAY V 18.0' 5TEPBACK ROAD B CROSS SECTION STA 12+50 - 13+50 SCALE: 1 "=10 STATISTICS o�sz Description Symbol Avg Max Min Max/Min Avg/Min �5 m IU to PERVIOUS PAVER WIC' �I� ILA LU I t'-20 , Parking Lot + 1.5 fc 12.3 fc 0.0 fc N / A N / A �I RESETBACKNG � I o 20' CLEARTRAVELWAY ZONE4 � 25'0' ' 2.0'-�' m Road A ROW 0.0 fa 0.0 fc 0.0 fc N / A N / A .�' II + ,L-5,0 30' PRIVATE KOAD EASEMENT 12 OEESTREET PARKING LOT LIGHTING SCHEDULE C1 Not To Scale ALLEY CROSS SECTION Not To Scale ROAD C SCALE: 1 "=10' MUSE) CROSS SECTON C:) Date 01/16/14 Scale 1 "= 30' Sheet No. 10 OF 25 File No. 12.009 5o S I' - _ -- - - i,: IIID IIII�IIIIIIIfiiii \\ l E m v ,I a� —__-- ---� i/ \\ 1\ \ \ \\ \\ 1 \ \ \\\ \.�. ♦ 6en Space •__�� / �' \ ' \ \ \ 1\ \\ m �^ Q \\ \\ 25 ©' I 10,276 SF 5, 9 SF \ > 1 \ FFE= FFE= F _ . 55.22 35622 $ 356.72 LL ----- /// \\ \ I 111 \ \\ \\ \\ \ \\\\ ♦ 1 - �.,.. / � �/ /�� /' ------ � � ,�\ / \'\\— _ Z ,5.209 S \ \ \ \ \ \ \ \\ \ \ \ 4 _ _ U 5,209 SF I / O \ 50 Tree \ \ \\ \ 6F / Prervation Area\ i W - -- --- -- - 0` \ \ \\ \ \\ \ \J'� \ \ 5209 SF W Q \� � \\ \\ \ \\ � \\ \��\ / 8��34jo � 5.209 SF Ef[//��J_ B�a3� © •� �(((/��� / / � _ 7.730 SF / , t ' "J 'LV�" \ `l W Date 01 /16/14 Scale \ --- - \ % 1' =30' Sheet No. REFER TO SHEET C 12 30 0 30 60 90 11 OF 25 File No. Scale: 1"=30' ey,\ 11 12.009 -0.2+ 30 0 30 60 90 Scale: 1"=30' 1 ROUTE 20 STREETSCAPE: STA 17+00 — STA 26+00 C12 SCALE: 1"=30' LANDSCAPING REQUIRED: yQ G^ 10% of Total Site Area of Canopy 813,157 SF * .10 = 81,316 SF 6 9 co O Rt. 20 Street Trees: 1 Large Shade Tree Per 35' of Frontage: 974'/35=28 Trees ® 3.5" Cal. Min. Flowering Ornamentals Interspersed Along Frontage. J o� Internal Street Trees: Roads A & B: 1 Large Shade Tree Per 40' of Frontage: 2,155'/40=54 Trees ®2.5" Cal. Min. Road C (muse): 1 Flowering Ornamental Per 40' of Frontage: 638/40=16 Trees ® 2" Cal. Parking Lot Shade Trees: 1 per 10 Internal Parking Spaces: 15/10 = 2 Trees ® 2.5" Cal. Min. Interior Landscaping: 5% of Parking and Circulation Area _ _ 8,100 * .05 = 405 SF _=_� _ _ LANDSCAPING PROVIDED: --_ w—y� 324,276 SF Existing Canopy To Remain x 1.25 Bonus = 405,344 SF CO pPiIfOUS SOU QO-7-11A _ 39,727 SF New Canopy r — %' 445,071 SF Total Canopy _ —-10 LEFT TURN LA Rt. 20 Street Trees: 28 Large Shade Trees Provided. Flowering ornamentals will be planted at the time of the Phase 2 Commercial construction. —t 0o' LA TRANSITION \ v X «' � _ Internal Street Trees: Roads A & B: 54 Large Shade Trees Provided Z, Z, I uv _ : 16 Flowerinmuse Road C _ _--___--— i LK -- — ( ) 9 Ornamental Trees Provided EX_ SIDEWALK— —' ,--'---------_-- -'' Parking Lot Shade Trees: 8 Large Shade Trees Provided --- / ' 1' Interior Landscaping: 857 SF Provided NOTES: Contractor to apply mulch bedding around all proposed trees and shrubs. .— �x—•—x — — �T•—•—•—x—•mac\ ^ •— — _— All other landscaped areas shall be sodded. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature ROUTE 20 STREETSCAPE: STA 25+00 — STA 27+50 height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to C12 SCALE: 1"=30' support the overall health of the plant. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS 1-1/2" SQ. OAK STAKES SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MULCH AFTER PLANTING AND WATER — THOROUGHLY 4" COMPACTED EARTH — WATERING BERM EXISTING GRADE PLANTING PIT. SEE SPECS FOR EXACT REQUIREMENTS, PLANTING SOIL, AND - PLANTING SOIL AMENDMENTS REMOVE BURLAP & STRING FROM TOP 1/3 OF ROOT BALL UNDISTURBED SOIL TWO TIMES BALL DIA. (MIN) TREE PLANTING DETAIL C12 Not To Scale LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Cal./Height Quantity Canopy SF h Total Canopy SF THAN I"ABOVE FIN15HED GRADE MULCH 2" DEEP p IMMEDIATELY AFTER d REMOVE BURLAP FROM PLANTING AND WATER G TOP 1/3 OF ROOTBALL THOROUGHLY. Large Shade Tree Zelkova serrata "Green "Green Vase" Zelkova See Above For 28� aa�50 350'3 g 9800 �\ Vase" Requirements 3� } Large Shade Tree Acer rubrurml/ "October Glory" Red Maple See Above For Requirements 31 GAN .V3 v\h 397 ✓ 12307 3y Large Shade Tree Quercus phelllos✓ Willow Oak See Above For Requirements 31✓ 471 �% 4601 Ornamental Tree Betula jacquemontii White—Barked Himalayan Birch 2" Cal. 7 1/1 Y/ , 137/ r/ 959 /�1� L r'I �o �� Ornamental Tree Cercis canadensis J J Eastern Redbud 2" Cal. 5_ / 124/ 620 Ornamental Tree Acer griseum Paperbark Maple 2" Cal. 5v,/ 8V8 , 440 Evergreen Screening Tree Thuja occidentals Eastern Arborvitae 4' Ht. ` 104 1 1000 Screening Shrub Rhododendron Azalea 18" Ht. 24�fV' 1� 240 Screening Shrub Juniperus chinensis Chinese Juniper 18" Ht. 20v 11 / 220 TOTAL✓ SF: 39727 NUIE: UANUF'T fKUM IU TK UKUWIH County of Albemarle Conservation plan Cheeklist – To be placed on landscape Plans (Handbook, pp III -284-111-297 far complete specifications) 1. The following items shall be shown on the Plan: G3 Trees to he saved; G3 LimiK of clearing (outside dripline of Hees w be saved); m Location and type of protective fencing; n/a0 Grade changes requiring Pee wells or ways; n/a0 Proposed benching m tunneling beyond the limits of clearing. 2. Markin - 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. 63 No grading shall begin unfit the tree marking has heen inspected and approved by a County Inspector. 3. Pre -Construction Conference: m Tree preservation and prorwi- measures shall be reviewed with the contractor m site. 4. EPuinment oPeranna aad storage: m Heavy cympmen[, vehuulw traffic and storage of construction non ials including soil shall not be permined within the dripline, of neer m be ,seed. 5. Sol] Erosion and Slormwater Detention Devicas: m Such devices shall not adversely affect bees to be saved. 6. Fires: /00 Fares are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: n/a0 Toxic materials shall ran be stored within 100 feet of the dripline of noes to be saved. S. Protective Fencine: � Trees to he rcrained within 40 feet of n proposed banding or gradipg activity shall be promcted by fencing. m Fencing shall be in ploce and shall be inspected and approved by a County Inspector prior to goading or construction. 9. Trea Wells: n/a0 When the ground level mast be raised within the dripline of a nee to be saved, a tree well shall be provided and a construction detail submit[W for approval. 10. Tree Wallis: n/o0 When the gonad level moat be lowered within the dripline a tree to be saved, a Ree wall shall be providod; and a coustruction derail submitted for approval. 11. Trenehine and Tunneling: n/oCJ When ere-hingis required within the l:aulsofcleadng,itshall bedoneas faraway fiom the trunks of—sas possible.'funneling under a large tree shalt be considered as an alternative when it is anticipated that necessary trenching will desnoy feeder nests. 12. Cleanup: m Pmtective fencing sball be the last items removed during the final cleanup. 13. Domaeed Trees: m Damaged ares shall he nmated immediately by pinning, fertilization or ntha methal, recommetMed by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/t/o6 Page 1 . t SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT L15T OR AS SHOWN, ADJUST SPACING AS NECESSARY OR AS DIRECTED BY SET SHRUB PLUMB. TOP OF LANDSCAPE ARCHITECT. ROOTBALL SHALL NOT BE MORE THAN I"ABOVE FIN15HED GRADE MULCH 2" DEEP p IMMEDIATELY AFTER d REMOVE BURLAP FROM PLANTING AND WATER G TOP 1/3 OF ROOTBALL THOROUGHLY. PLANTING PIT. / 3" TALL WATERING BERM PREPARED SOIL FOR SHRUBS F—FINISHED �\ GRADE 501L SURFACE ROUGHENED 13IND NEW 501L SHRUB PLANTING DETAIL C12 Not To Scale l � I'ss � , ry.. 0 U U lvI l- CxU L V L N I\ \ • \ 1 I I I mss ' TO BE \EXTEkED ` \ +Li \ 22 \ 9 \ 6 STA. 16+91.51 BEGIN SUPERELEVATION RUNOFF _ 3 ew 8" AS PER AASHTO EXHIBIT 3— \ , 4077 .w - --,._ - '"=yam-- ="• ——:.-: 77 _ — — _ — XXXX - 1 1. .r l- --'---• ........_ .,. — .eau, ...mx� . 4 — -77 OLOr _ 170 L, LANE w_ '4S-- 100' LANE TRANSITION cn — — 430 I(A Cif Cn STA. .01 IN TANGENT RUNOUT I� AS PER AA,HTO �0 00 O U 00 0 Lei 0 Z �ffZ �Z vW I w d z c4t'I%r Z F V) D N W a Q V) w V)J J_ > Z W <k 0 W Q o N U 0 EXHIBIT 3-40B Cn ��T `�� j � JUSTIN M. SHINIP' I % Lic. No. 45183 / 'SIONAL V'�� I / I 7 I S ROUTE 20 ROADIMPROVEMENTS: STA 19+00 - STA 28+00 ROAD STRIPING BASED ON C/L ALIGNMENT. WIDTH OF WESTERN LANE WILL VARY WITH EXISTING CURB. z d n (—n W U Lu QJ CD �0 S -L N 1-- 0 Scale 1 "-30' Sheet No. 24 OF 25 File No. 12.009 40.3' 11.4' 5.46' ROW TO BE DEDICATED45.0 " EX. ROW TO BE " - 94.5' ROW ABANDONED 80.0' ROW LANDSCAPE STRIP 2.5 EX. VDOT STD CG -6 LANDSCAPE STRIP 2 5 1'0' 2•5EX. VDOT STD 1.0--I 2.5' CURB AND GUTTER, TYP. VDOT STD CG -6 1.0�2.0' VDOT STD CG -6 CG -6 CURB AND SIDEWALK 1.8 CURB AND GUTTER, TYP. GUTTER, TYP. SIDEWALK CURB AND GUTTER, TYP. SIDEWALK SIDEWALK 12.7' 12.0' 12.0' 12.0' 12.0' 5.0 5.0' 12.0' 12.0' 12.0' 12.0' 5.0' SOUTHBOUND SOUTHBOUND NORTHBOUND LEFT NORTHBOUND NORTHBOUND r2.0� SOUTHBOUND SOUTHBOUND NORTHBOUND NORTHBOUND �'2.0�' LEFT .07 3 6% - -' r 2.0% 0% 1 .. .. .,.. t;' ,. .. 1�2 1.5" SM -9.5A ASPHALT VDOT STD UD -4 1.5' SM -9.5A ASPHALT 4.0" BM -25.0 ASPHALT VDOT STD UD -4 SEE DETAIL 8/C22 4.0" BM -25.0 ASPHALT 8.0" CEMENT -TREATED AGGREGATE SEE DETAIL 8/C22 8.0" CEMENT -TREATED AGGREGATE CROSS -SECT ON 1 � CROSS-SECTION 6 C25 SCALE: 1 "=10' C25 SCALE: 1"=10' q 40.3' 33.3'-� - " 92.3' ROW EX. ROW TO BE LANDSCAPE STRIP -2.5' ABANDONED EX. VDOT STD CG -6 1.0' 2.5 CURB AND GUTTER, TYP. VDOT STD CG -6 SIDEWALK CURB AND GUTTER, TYP. 1.8' SIDEWALK �5.014.5' 12.0' 12.0' 12.0' 12.0' 5.0' SOUTHBOUND SOUTHBOUND STRIPED MEDIAIN NORTHBOUND NORTHBOUND 2 0% STRAIGHT /RIGHT3 6� y RIGHT 2 0% e 1.5" SM -9.5A ASPHALT 4.0" BM -25.0 ASPHALT VDOT STD UD -4 8.0" CEMENT -TREATED AGGREGATE SEE DETAIL B/C22 2 CROSS -SECT ON 2 C 2 5 SCALE: 1"=10' 4.25' ROW TO BE DEDICATED 52.3' 86.6' ROW EX. ROW TO BE ABANDONED LANDSCAPE STRIP 2.5' 1.0' VDOT STD CG -6 1.0' 2.5' CURB AND GUTTER, TYP. VDOT STD CG -6 SIDEWALK CURB AND GUTTER, TYP. 1.8' SIDEWALK �.O% 5.0'--12. Q'- - 12.0' 12.0' 12.0' �-12.0' --12.0' 0•2 SOUTHBOUND SOUTHBOUND STRIPED MEDIAN NORTHBOUND STRIPED FUTURE NORTHBOUND 3.7% NORTHBOUND RIGHT F2. 0 7. - j VDOT STD UD -4 SEE DETAIL 8/C22 1.5" SM -9.5A ASPHALT VDOT STD UD -4 SEE DETAIL 8/C22 4.0" BM -25.0 ASPHALT 8.0" CEMENT -TREATED AGGREGATE 1.0' SIDEWALk 5.0'12.0% 2.5' 1.0' 2.0'-I-- SIDEWALK r5.0' 2.0% I 3 CROSS-SECTION 3 C25 SCALE: 1"=10' 3.38' ROW TO BE DEDICATED 28.6' 86 6' ROW • 19.4--/t EX. ROW TO BE ABANDONED VDOT STD CG -6 [LANDSCAPE STRIP EX.. VDOT STD UD -4 2.5' 1.0 (OVERLAP T -O" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC- cc (OVERLAP 1'-0" AT TOP) PAVEMEtriT . CURB AND GUTTER, TYP. CG -6 CURB AND • UNSTABILIZED '' �� �� • i' �'� �4" MIN. OUTLET PIPEUBBlSE ASA filA� SUEGRADEs y GUTTER, TYP. SEE NOTE 1 SUBGRADE ``- OUTLET PIPE SIDEWALK -12.0' 12.0' 12.0 12.0' '4" PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED -5.0'- SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND UP TO ELBOW, PIPE PIPE IS PERFORATED 45+ ElBOyy 5 PERFORATED CONNECTION ® 3i" PIPE -LESS AGGREGATE LEFT PRIMARY DIRECTION TRENCH WITH OF WATER FLOW DRAINAGE FABRIC 2.0% NON PERFORATED OUTLET PIPE (TYPICALY AY L MITS i 3 i - VDOT STD UD -4 1.5" SM -9.5A ASPHALT SEE DETAIL 8/C22 4.0" BM -25.0 ASPHALT 8.0" CEMENT -TREATED AGGREGATE 4 CROSS -SECT ON 4 CONNECTION C25 SCALE: 1"=10' 1'-0" MAX 5.46' ROW TO BE DEDICATED q 45.0 80.0' ROW LANDSCAPE STRIP - EX. VDOT STD VDOT STD CG -6 CG -6 CURB AND CURB AND GUTTER, TYP. GUTTER, TYP. 12.0 12.0' 12.0' SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND LEFT 0.0% 1 2.0% -2.5' V 1.0' -�2.1 ' SIDEWALK 5.0' 2.0% 2.5' 1.0' 2.0'-{-- SIDEWALK r 5.O'VI 2.0% 5.46' ROW TO BE DEDICATED VDOT STD CG --6 CURB AND GUTTER, TYP. 45.0 A 80.0' ROW LANDSCAPE STRIP 2.5 EX. VDOT STD CG -6 CURB AND 2'1 GUTTER, TYP. SIDEWALK 12.0'12.0' 12.0' 12.0' . 0' SOUTHBOUND SOUTHBOUND SOUTHBOUND NORTHBOUND LEFT2 0% n% VDOT STD UD -4 SEE DETAIL 8/C22 _ Z. 0% __.....-.-. 1.5" SM -9.5A ASPHALT 4.0" BM -25.0 ASPHALT 8.0" CEMENT -TREATED AGGREGATE CROSS-SECTION__ 7 C25 SCALE. 1 -10 (_8VDOT STD UD -4 C25 NOT TO SCALE �C� O JUSTIN M. SHIMP Lic. No. 45183 UD -4 GEOTEXTILE DRAINAGE FABRIC UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER (OVERLAP T -O" AT TOP) PAVED SHOULDER GEOTEXTILE DRAINAGE FABRIC- cc (OVERLAP 1'-0" AT TOP) PAVEMEtriT . .:.:.:. MATERIAL PAVEMENT •. +e+ . ' • UNSTABILIZED '' �� �� • i' �'� �4" MIN. OUTLET PIPEUBBlSE ASA filA� SUEGRADEs y SEE NOTE 1 SUBGRADE ``- OUTLET PIPE #57 AGGREGATE, #$ AGGREGATE OR CRUSHED SEE NOTE 1 GLASS MEETING #8 GRADATION REQUIREMENT. '4" PIPE #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND CUTTER SECTION UD - 4 UP TO ELBOW, PIPE PIPE IS PERFORATED 45+ ElBOyy 5 PERFORATED CONNECTION ® 3i" PIPE -LESS AGGREGATE PRIMARY DIRECTION TRENCH WITH OF WATER FLOW DRAINAGE FABRIC NON PERFORATED OUTLET PIPE (TYPICALY AY L MITS 45' ELBOW FOR OUTLET PIPE TO CONNECTION BEGIN WITH 45' WYE 45' ELBOW CONNECTION 1'-0" MAX EW -12 (TYPICAL) OUTLET PIPE NO SCALE SHEET 1OF 2 SPECIFICATION STANDARD PAVEMENT EDGEDRAIN REFERENCE 240 REV 8/07 VIRGINIA DEPARTMENT OF TRANSPORTATION 508 108.08 7D, (_8VDOT STD UD -4 C25 NOT TO SCALE �C� O JUSTIN M. SHIMP Lic. No. 45183