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Home My WebLink AboutSDP201600071 Plan - Approved Minor Amendment 2017-02-0811 I I � GPM &Few, = a __ = EO RIVER51DE VILLAGE E3LOCK 5 I I 11 1111,, 111111I� ,01� 11110111liwald � . 1'�� SITE PLAN AMENDMENT CHANGES 1. ADDED A 38.125'X54' SOLAR CANOPY TO THE PARKING LOT, COVERING 12 SPACES. 2, REMOVED DUMPSTER PAD; REPLACED WITH FENCED CONCRETE PAD FOR ROLLING TRASH CANS. 3. ADDED 5 ADDITIONAL PARKING SPACES. 4. REARRANGED THE HANDICAP PARKING AND SIDEWALKS FOR ACCESSIBLE ROUTES. 5. REMOVED 1 LIGHT POLE IN THE LOCATION OF THE NEW SOLAR CANOPY. 6. ADDED 8 NEW WALL MOUNT FIXTURES TO EACH SIDE OF THE COLUMNS OF THE NEW SOLAR CANOPY. 7. ADDED 4 NEW 25OW LIGHT POLES AND FIXTURES TO THE LIGHTING PLAN. 8. REVISED THE PROPOSED MOUNTING HEIGHT OF THE LIGHT FIXTURES TO 15'. 9. RELOCATED 3 PROPOSED TREES TO CORRESPOND WITH THE REVISED PARKING/LANDSCAPING ISLAND ALIGNMENT ON THE SOUTH SIDE OF THE PARKING LOT. 10. ADDED FOUNDATION/PIER LOCATIONS OF PROPOSED SOLAR CANOPY TO THE UNDERGROUND STORM WATER DETENTION PROFILE. 11. STORM STRUCTURES ADDED AND ALIGNMENT REVISED IN SOUTHERN CORNER OF PARKING LOT. 12. EXPANDED SOUTHERN TRAVELWAY TO 26' & SHORTENED MIDDLE ISLAND BY 2' �y :1�*ff1�U7�:1 VICINITY MAP SCALE: 1 11.1 30001 Aj� 11111III1111111111111 :, . C I - COVER SHEET „� 1. 0 C - APPROVED PR0I` fEK5 *LOT REGULATIONS od4. z C3 - EXISTING CONDITIONS � DEMO PLAN nli'L7� 1. THE SIZE C4 - SITE PLAN P rb C5 - GRADING AND UTILITY PLAN CG - LAN D5CAPE PLAN t DETAILS a. . C7 - LIGHTING PLANT � SITE DETAILS , '4 b . "st r N11.1 Sx 6 � {{.�{}4 t4, rf, C6 - SITE AND UTILITY DETAILS . � � 5. 4 _ �y9 YM TWt i _ C9 - SOLAR CANOPY FOUNDATION PLAN (BY OTHER .', . LEGEND ,. F tm ) EXIST NEW DESCRIPTION EXIST NEW DESCRIPTION 1 �' TC x 125 TC TOP OF CURB ELEVATION &AM •-M LIGHT POLE 1ps,� x 125 SPOT ELEVATION __6_'. -!- UTILITY POLE C�' TW x 125 TW TOP OF WALL ELEVATION ;F Eviv x 125BW BOTTOM OF WALL ELEVATION _____1.11_._.____.-.._.. ---- SANITARY EASEMENT ��) icJ"dR iq.. t BENCHMARK .__1 ".�......__ �- " GRADING EASEMENT xy ___ _ �' ' �,11 P� Y DRAINAGE EASEMENT 11 - STORM SEWER ; p' .__._."....._.,-... UTILITY EASEMENT __-__.. r,13 -.__.. RD ROOF DRAIN "� -'' s,ra, '�. I I �g r ur µ----.--"- -' WATER EASEMENT mw�__i�=W, _w SEWER LINE h t", {5 �� ;. .m-___-...... -- ACCESS EASEMENT ._...._ Wlw ........_.y..- 6"W - WATER LINE 5T ``" 1 Gtr: Gap,ft -m,_..._,.,.•.. _ STORM DRAINAGE EASEMENT __ 9AS-- GAS GAS LINE , i, - WE- -- - OHE OVERHEAD ELECTRIC WIRE '-'I,---"-~.-, ,,-Vv.Y� TREE LINE .e_..._ UM _____ -- UGE UNDERGROUND ELECTRIC----_"�_- _-._.,� _. --� FENCE _-._ to _ _ - OHT OVERHEAD TELEPHONE LINE y STREAM .. ___ UGT _._..w. --- UGT UNDERGROUND TELEPHONE LINE 312-- 12- INTERVAL CONTOUR PROPERTY LINE:>:10-_ _00- INDEX CONTOUR - - - - ADJACENT PROPERTY LINE C,-2 CG -2 STANDARD 6" CURB _ _ _ _ _ VACATED PROPERTY LINE GO --6 CG -6 COMBINATION 6" CURB & BUILDING SETBACK � f GUTTER PARKING SETBACK _ -0- BENCHMARK ��--.- ___-] 4. 4` CONCRETE PAVEMENT / SIDEWALK O_ L A I - I DRAIN INLET (DI) :• "": "'"`` RIPRAP ASPHALT 0 ® OO STORM/SANITARY MANHOLE GRASS I. Ll. C PLUG EC -2 MArnNG "u"IN 0 v WATER VALVE & BOX EC -3 MATTING 4- # FIRE HYDRANT 1-.; - WETLAND m� P :i WM ® s......._..... _-..'..,. WATER METER VICINITY MAP SCALE: 1 11.1 30001 Aj� 11111III1111111111111 :, . NEW DESCRIPTION „� 1. 0 / /";, �� HAINDICAP ACCESSIBLE AISLE od4. z �1r � HAINDICAP PARKING NOTE: nli'L7� 1. THE SIZE F. P rb Lst a. . �.. t. , '4 b . "st r N11.1 Sx 6 � {{.�{}4 t4, rf, . � � 5. 4 _ �y9 YM TWt i 1. 11;�F� # .', . ,. F tm ) fi t `1 #x tr. # S 1. # F�,r l � y 3 s �lt�i °rt% y # , : r�.A(d� "hf '. C' ��) icJ"dR iq.. t 43I :ii G1j 11 I 11 ..+ xy �' ' �,11 P� Y I � - .. a.. ; ,t. :. ; p' "� -'' s,ra, '�. I I �g r ur `%; r \ k h t", {5 �� ;. j,. H € i d ,��''� Prfs.; 5T ``" 1 Gtr: Gap,ft J ��1�rl�t��d �� Hili � r�n�Ida � . � ., Ort , oii s��ky , i, ::+ �':.a i 1. IMTA4;lS� t"M.til$. y�S 1�iy�'i"%'&°i,9aY / Lri" '.' . y 1. IMAGE PROVIDED BY GOGGLE: MAPS EXIST NEW DESCRIPTION 10 10 PARKING COUNT I I„I CROSSWALK / /";, �� HAINDICAP ACCESSIBLE AISLE A__N CG -12 �1r � HAINDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. SIGNATURE BLOCK DATE [N-11101jaWRIONEXIM-01 .... FIRE OFFICIAL BUILDINGOFFICIAL ffq NE / DEVELOPER Riverside Village Properties, Inc. 200 Garrett St, Suite 0 Charlottesville, VA 22902 ZONING TMP 78 -58G -5-A NMD - Neighborhood Model Development EC - Entrance Corridor Per Approved Application Plan. ZMA 2012-00002. Special Exceptions: Section 14-234(C): Traffic volume adequacy; Section 14-4-10(H): Curb, gutter, sidewalk, and planting strip; Section 14 -412(A) -3(b): Alternative standard C se u14-422(A): ate b count engineer; and Section Sidewalks q y y gand planting strips at portico entrance to Block 5. A special permit (SP201300001) for fill in the floodplain was also approved. Variations to approved ZMA for landscaping and setbacks approved by the board of supervisors on 12/10/2014. Affordable housing proffer revision approved on 09/02/2015 ZMA-2015-00003. AFFORDABLE HOUSING Block 5: 4 Affordable Units & 20 Market Units SOURCE F TITLE Tax Map 78, Parcel 58 DB 4150 PG 20 AGrSTERIAL DISTRICT Rivanna i B E N M A R ■ Datum for topography is NAVD88. Benchmark is existing DI at the end off�Trailside Court. U E F BOU N DAR i aC T�P Recorded Plat: D.B. 4475 PG, 705 Source of Topography: Field topography by Roger W. Ray & Associates. Dated 12/04/2015. BUILDING HEI HT Maximum!: Per approved ZMA #2012-00002. See sheet C2. S TB CK Per approved ZMA #2012-00002. See sheet C2. EXISTING USE Vacant Land P OPOSE USE 24 Multi -family residential dwelling units: 10 1 -Bedroom 12 2 -Bedroom 2 3 -Bedroom LAND USE SCHEDULE EXISTING Area % Undeveloped Area 42,343 SF 100.0% Total= 42,343 SF (0.972 ac.) PROPOSED Area % New Building 10,110 SF 23.9% New Pavement 17,359 SF 41.0% New Sidewalk 1,086 SF 2.5% Open space 13,788 SF 32.6% Total= 42,343 SF (0.972 ac.) J�- r� Total Impervious Area = 28,555 SF (67.4%) ,,�j ATERSH EDS k(, -"f,) -ia�4 , l,iA�Y i a� _ - -1 ^' This site lies within the Upper Rivanna River Watershed, outside any Water Supply Protection Areas. (jt11t C" y� 4 1 J 11 's i° - . i;= -� t .._ FLOOD ZONE According to the FEMA Flood Insurance Rate Map,effective date February 4 2005 (Community Aill Panel 51003CO287D), portions of this property lie within a Zone AE 100 -year flood plain. LOMA for Property approved 05/19/2015 FEMA Case #15-03-1871A. LOMA-F for fill placed per SP -2013-00001. . ENTRANCE CORRIDOR Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. ARCING Required Parking: 2 Spaces per Unit (1 Bedroom) 24 X 2 = 48 Spaces Provided Parking: 53 Spaces TRIP GENERATION 24 Units x 7 Trips/Unit = 168 ADT FP> v J ST,I M. SHIMP �> 1c. .- 5183 1 V-6 /� w� �`�SIONAL ��d PROFFER STATEMENT ZMA Number: 201500003 Tax Map and Parcel Number: 07800-00-00-05800 Owner: Riverside Village Properties, Inc. 200 Garrett Street, Suite 0 Charlottesville, VA 22902 Date of Proffer Signature: November 13, 2013 Date of Proffer Amendment Signature. - 18.66 acres to be rezoned from R1 to NMD Original Proffers_._ Amendment X Gordonsville Realty Investments, Inc, is the owner (the "Owner") of Tax Map and Parcel Number 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 Albemarle 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. 1. 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 Plan"). After it is dedicated to public use, the Park may continue to be included in Project for the purposes of calculating total 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 T 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 the 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 tell (10) affordable housing units ("Affordable Housing Units") in the form of for -sale and/or for -rent accessory apartments, condominiums 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, Block 5, and/or Block 2, as shown on the Application Plan. Before the Owner applies for a building permit for the fortieth (40th) residential unit 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. Z:� A. For -Sale Affordable Units. All purchasers of the for -sale Affordable Housing Units shall be approved by the Albemarle County Housing Office or its designee. The Affordable Housing Units will be designed for households with incomes less than eighty percent (80%) of the area median income such that housing costs consisting of principal, interest, real estate taxes, and homeowners insurance (PITT) do not exceed thirty percent (30%) 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. This 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 tent for each for -rent Affordable Housing Unit may be increased up to three percent (3%). For purpose of this proffer statement, the term "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 shall 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 -rent Affordable Housing Units during the Affordable Term shall contain language reciting that such unit is subject to the terms of this paragraph 2. In additioD, all contracts pertaining to a conveyance of any for -rent Affordable Housing Unit, or any part thereof, during the 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 then -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 2B(2) have been satisfied. (3). Reporting Rental Rates. During the Affordable Term, within thirty (310) 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 reqrjested, 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 (I.) year after the date that ZMA '2012-00002 is approved, or within thirty (30) days after the request by the Comity, whichever is sooner, the Owner shall make a cash contribution to the County in the amount of Thirty 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 construction or maintenance of the park, Albemarle County at it's sole discretion may choose to use this cash proffer ($30,000) toward improvements to the existing Darden Towe Park in lieu of onsite park planning and improvements. 4. Frontage and Other Road Improvements. Contemporaneously with, and as part 4of, frontage improvements along Stony Point Road (Rt. 20) in connection with the first subdivision plat or site plan for ttie 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 ("VDOT") standards, 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 part of the first subdivision plat or site plan for the Property, Owner shall 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 road 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 ofthe public. 5. 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 timie of this zoning map amendment (18) and that is not classified as an Affordable Housing Unit for the purposes of addressing the fliscal 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 511100 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 for each new single family attached or townhome dwelling unit, and Fourteen Thousand Four Hundred Ninety Seven and 77/100 dollars ($14,497.77 ) cash for each now multi -family dwelling unit. The cash contribution shall be paid at the time of the issuance of the buildii-ftg permit for each new unit, unless the timing of the payment is otherwise specified by state law; provided however that the cashi contributions shall not be made until the number of units have been completed that results in what would otherwise [lave 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 the per unit cash contributions described herein until the time of the issuance of the building permit for a new unit completed after ap)plying a credit for the In-kind Contribution of $971,189.00. In the event that the Project is completed prior to the balance of the In-kind Contriibutions being exhausted, no remaining 4-1 balance of the In-kind Contribution may not be applied for any other project or development., Beginning January 1, 2014, the amount of the cash contribution required by this proffer shaill be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in 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 initially established by t1his proffer. The annual adjustment shall be made by multiplying the proffered cash contribution amount for the preceding year by a fraction, the numerator of which shall be the MSI ?n as of December I in the preceding calendar year, and the denominator of which shall be the AYISI as of December I in the year preceding the calendar year most recently ended. Gordonsville Realty Investments, Inc. By: Paul B. Manning Title: President Tax Map and Parcel Number: 07800-00-00-05800 FK(")P05f D BL CK 5UMMARY BLOCK Block Amenity Area Min. Sq. Ft. NUMBER PROPOSED PROP05ED PROPOSED REAR PARKING MIN/MAX PROPOSED Block I BUILD -TO -LINES SETBACK BLOCK ACREAGE Civic Area -Raza RESIDENTIAL GROSS DENSITY RESIDENTIAL COMMERCIAL Northern Buffer S. R. 20 10'-25' TRAILSIDE DR. 50'--75' U 5 If 7000 Min. 4 shade trees, 3 evergreens trees, and 15 evergreen shrubs SWM f a c ility (ies) - if required 51 2-3 5000 Landscaping along Entrance Corridor as per ARB recommendations UNITS DUARCE HOUSING SQ. fT. BLOCK 1 2.41 mix U5ED 0 0.0 NONE 0 51` BLOCK 2 RIVERWALKANG 15' 2000 Min. 10 evergreens trees and 50 evergreen shrubs Block 3 BLOCK 213: 01 2.71 RESIDENTIAL 0 0.0 NONE N/A (A, 15, a n d C) 1800 min. 5 ft asphalt or concrete path and 6 flowering trees 1800 Turf lam between residences Block 4 TRAILSIDE CT. 16-25' BLOCK 3 Norther Buffer 6000 Min. six (6) shade trees 1.71 RE51[)F--NTIAL 0 0.0 NONE N/A (A and 13) concrete and/or brick patio Wth min. 2 benches and landscaping 2000 Turf lam and/or landscaping and benches around patio SVVI\A facility (ies) - if required TRAIL5IDE CT. 16'-25' TRAIL5IDE CT, 10' BLOCK 4 0.77 KE51DIENTIAL 0 0.0 NONE N/A BLOCK 5 0.99 MIXED-U5E 24 24.1 MULTI -FAMILY (24) 05f 2-4 CIO, OPEN SPACE Total 371800 389800 BLOCK G 6.09 (PARK N/A N/A N/A N/A DEDICATION) PUBLIC ROAD ROUTE- 20 AND EASEMENTS 1.21 1 NTERNAL ROAD N/A N/A N/A N/A DEDICA11ON5 PRIVATE INTERNAL ROAD 0.77 ROAD N/A N/A N/A N/A EASEMENTS EA5El\dffNT5 TOTAL 18.66 69- 3.7 UNITEVACRE* 0 Sf ,,cSDP-2014-00043 was approve(d for 45 units, adding to the 24 proposed with this pla equals a total of 69 units and a unit density of 3.7 units/acre. I Minilrn.um Green Space, Civic Areas, and Amenities by Block BLOCK Block Amenity Area Min. Sq. Ft. Amenities Green Space Min. Sq. Ft. Green Space Elements REAR BUILDING REAR PARKING MIN/MAX MAX BLDG Block I BUILD -TO -LINES SETBACK 5FTB&CK 5ETbACK Civic Area -Raza 5000 concrete and/or brick patio with min. 4 benches and landscaping 5000 Turf lam and/or landscaping and benches around patio Northern Buffer S. R. 20 10'-25' TRAILSIDE DR. 50'--75' S, R, 20 50' TRAILSIDE DR, 50' 7000 Min. 4 shade trees, 3 evergreens trees, and 15 evergreen shrubs SWM f a c ility (ies) - if required 51 2-3 5000 Landscaping along Entrance Corridor as per ARB recommendations Block 2 TRAILSIDE DR. 61-50, TRAILSIDE DR. 30' 31 51 Civic Area -Muse 13000 min. 12 ft asphalt or concrete path, 4 benches, and 18 flowering trees 5000 Turf lawn with plantings and benches along walkway Northern Buffer RIVERWALKXING 5'-15 RIVERWALKANG 15' 2000 Min. 10 evergreens trees and 50 evergreen shrubs Block 3 BLOCK 213: 01 BLOCK 3 SWM f acility(ies) - if required TRAILSIDE DR. 16-25' TRAILSIDE DR. 15' 3000 Landscaping along Entrance Corridor as per ARB recommendations Park Connector 1800 min. 5 ft asphalt or concrete path and 6 flowering trees 1800 Turf lam between residences Block 4 TRAILSIDE CT. 16-25' TRAIL5IDE CT. 10' Norther Buffer 6000 Min. six (6) shade trees —Block 5 TRAIL5IDE DR. 5'- 1 Z TRAILSIDE DR. 15' 31 51 Civic Area -Raza 2000 concrete and/or brick patio Wth min. 2 benches and landscaping 2000 Turf lam and/or landscaping and benches around patio SVVI\A facility (ies) - if required TRAIL5IDE CT. 16'-25' TRAIL5IDE CT, 10' 3000 Min. 3 shade trees, 2 flowering trees, and 12 shrubs Block 6 BLOCK 5 Civic Area -Park 350000 to be determined in master plan 350000 Conservation area with stream buffers, floodplain, and limited development for park uses 01 01 2-4 CIO, BLOCK (S Total 371800 389800 20' LOT / ARKJ N G FT 1-\ I E3ULDING REGULA-FION5 BLOCK MIN LOT f RONT FRONT PARKING 51DF DUHLDING 51DE PARKING REAR BUILDING REAR PARKING MIN/MAX MAX BLDG WIDTH BUILD -TO -LINES SETBACK 5FTB&CK 5ETbACK SETBACK SETBACK STORIES HEIGHT BLOCK 1 20' S. R. 20 10'-25' TRAILSIDE DR. 50'--75' S, R, 20 50' TRAILSIDE DR, 50' 51 51 30' 51 2-3 45, BLOCK 2 18, TRAILSIDE DR. 61-50, TRAILSIDE DR. 30' 31 51 10, BLOCK 2A/2C: 51 1-4 50' RIVERWALKXING 5'-15 RIVERWALKANG 15' BLOCK 213: 01 BLOCK 3 30' TRAILSIDE DR. 16-25' TRAILSIDE DR. 15' 3, 5' 101 51 1-3 45' TRAILSIDE CT. 16-25' TRAIL5IDE CT. 10' BLOCK 4 20' TRAIL5IDE DR. 5'- 1 Z TRAILSIDE DR. 15' 31 51 20' 101 1-3 45' TRAIL5IDE CT. 16'-25' TRAIL5IDE CT, 10' BLOCK 5 30' TRAILSIDE CT. 0'-25' (Mf AND COMMERCIAL) TRAIL5IDE CT. 0' 01 51 01 01 2-4 CIO, BLOCK (S N/A S.R. 1421: SO' (MIN. SffMACK) S.F. 20: 75'(M(N. SETBACK)20' 01 20' 50' 20' 1-2 30' RE5TRICTION5/REQUHP,IfMf-NTS ASSOCIATED WITH STANDARDS ABOVE: 1. PARKING SETBACKS SHOWN ARE ONLY FOR PARKING LOTS WITH FIVE OR MORE SPACES. 2. A OMAINTENANCE EASEMENT, CENTERED ON EACH SIDE LOT LINES SHALL DE PROVIDED IN BLOCKS 2, 3, t, 4, 3. NO ENCROACHMENT Of ARCHITECTURAL FEATURES OR OVERHANGS ARE PERMITTED WITHIN SIDE SET -BACKS FOR BLOICKS 2, 3, t 4. C. 45183 �Fl M -IAOIVAL APPROVED LANDSCAPING PLAN 1"=30, County of Mbeimurle Conservation Plan Checklist - To be placed on. -Landscape Plans (Handbook, pp 111-1-84-111-297 for complete specifications) I Tbg following items shall be shown on the plan: Trees to be saved; Limits of clearing, (outside dripline of trees to be saved); Location, and type of protective fencing, Grade changes requiring tree wells or walls; Ll Proposed trenching or tunneling beyond the limits of clearin& 2. ztitarkitt�s: All trees to be saved shall be nuirked with print or ribbon at a height clearly.visible to equipment operators. Q1 No grading shall begin until the tree marking has been inspected arad approved by a County Inspector. 3. Pre -Construction Con(grence. )4 Tree preservation and protection measures shall be re -viewed with the contractor on, site. 4. Eguipment Operation and Storage. Heavy equipment vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be savcd. 5, Soil Erosion and Stormwater Detention Devices, Such devices shall not adversely affect trees to be saved, & Fires. Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Loxic Materials: A Toxic materials shall not be stored within tOO feet of the dripline of trees to be saved. 8, Protective Fencin2. Trees to berota Ined wi,fllill.40 feet of aprppo.,5W:build it)gorgradi,nigactivity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a, CountYlInsilector prior tet grading or construction. 9, Tree Wells: NYhen the ground level must be raised within the dripline of tree. to be served, a tree well shall tie. provided acid a construction detail submitted for approval. 10. "Tree Walls: Ll When the ground level must, be lowered within the driplino o tree to be sayed-.a tree wall shall be provided; and a construction detail submitted for approval, 11. Trenching and Tunneling. Ij When trenching is required within the limits of.*clearing, it shall be done as far away from tile. trunks of trees a in ks possibl.P� Tin I cling under a large tree shall be considered as an alternative when it Is aniticipated that necessary trenching will destroy feeder roots. 12, Cleanup: U1 Protective fencing shall be the last items. removed during the finat Qleanup, 13- Damaged'irrees: Damaged trees shall be treated immediately by pruning, fertilizatioin or other methods recommended by a tree specialist, NO ,ITIS 'HE DEVELOKR'S RESPONSIRILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENT$, CONTRACT PURCHASER SIGNATURE (DATE), 5/1/06 Page I of. I 1,52 I)i 'ftmll AV' 2" 7.50', ...... ...... ...... N 66t9li* 1 Tee, LANDSCAPING REQUIRED: M (j ER . ..... . . . ... .. Total Paved Parking and Vehicle Circulation Area 16,913 SF .05 846 SIF L Internal Landscaping Required. Ls U. M: 7 IF` 10 of Total Site Area of Canopy: 42,343 SF .10 4,234 SF % ench Jj fag 2AT Parking Lot Shade Trees: 1 Large or Medium Shade Tree Per 10 Parking Spaces: 52 Spaces/10 = 6 Trees Civic Plaza: 2 Benches w/ Concrete or Brick Patio. Sanitary Flowering Ornamental Trees & 24" Shrubs Around Patio. pass UAf k 70 Parking Area: Large Shade Trees (2,5 Col.) — 10-12 at 40 O.C. s t_e ww. te Ir fl Ornamental Trees 8-10 in Islands and interspersed, 0 Screening Shrubs (24") 30-40 Screening at Plaza ........... ................. . . . . . . . . ...... . ........ L ... ....... and Alley Entrances. N _N ;X I q-111,11 LANDSCAPING PROVIDED: Internal Landscaped Area: 1,037 SF Landscaping Canopy: 17,873 SF Parking Lot Shade Trees: 10 Trees Civic Plaza: 2 Benches w/ Concrete Patio. 3 Flowering Ornamental Trees & 10 Shrubs Around Patio. Parking Area: Large Shade Trees (2.5" Cal.) — 10 Around Perimeter Ornamental Trees — 8 Around Perimeter Screening Shrubs (24") — 46 Screening at Plaza and Parking Entrances. NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE SPECS. 1-112" 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 AMN, 1 , I - Q 0 pm ov m FOR EXACT REQUIREMENTS, PLANTING SOIL, AND 21 PLANTING SOIL AMENDMENTS. N\ REMOVE BURLAP 1WESSIVII-6 STRING FROM TOP 1/3 OF ROOT BALL TWO TIMES UNDISTURBED SOIL BALL 01A. (M TREE PLANTING DETAIL C6Not l'o Scale SEE PLANS FOR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LI51 OR AS SHOWN, ADJUST SPACING AS SET SHRUB PLUMB. TOP Of NECESSARY OR, AS DIRECTED BY ROOTBALL SHALL NOT BE MORE LANDSCAPE ARCHITECT. THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER 64 REMOVE BURLAP FROM PLANTING AND WATER TOP 1/3 Of ROOTBALL THOROUGHLY. 4 3" TALL WATE R1 N G PLANTING PIT. BERM PREPARED SOIL FOR SHRUBS & oFINISHED GRADE > SOIL SURFACE ..... . ..... ROUGHENED z- F TO BIND NEW SOIL SHRUB PLANTING DETAIL //-Not To Scale_ ,,-LNEW SOLAR CANOPY ILLJ 0 0 co co KD EE 0 0 n U U DOGWOOV ILLJ 20 0 20 40 60 Scale: 1 "=20' LA ND S CAPE SCHEDULE Min. Total Pmbol y Planting Type Botanical Name Common Name Cal./Height Quantity Canopy Canopy SF American Large Shade Tree Platoons occidentalis Planetree 2.5" Cal. 10 1362 13620 (Sycamore) o Large Shade Tree Quercus palustris Cercis (cancidensis Pin Oak Eastern Redbud 2.5" Cal. 6-7' Ht. 3 7 419 124 1257 868 Ornamental Tree Ornamental Tree Amelandhier arborea Common Serviceberry 6-7' Ht. 5 130 650 Deciduous Shrub Ceanothus americanus New Jersey Tea 2' Ht. 10 10 100 YET Evergreen Screening Shrub Ilex qlabra Inkberry Holly 2' Ht. 46 23 1058 Evergreen Screening Tree Thuja occidentalis Eastern Arborvitae 4'-5' Ht. 32 10 320 NOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 17873 __1 14'- 6" 2'-6" 1 S102 s o v ! zLu fy W z Q o O Z 2 14'- 6" 2' - 6" 14' - 6" 18"x36" GRADE BEAM W/ 5#5's TOP AND BTM 6'-0"0 PIPE BELOW, SEE CAVIL 00 w 3'-0" WIDE GRAVEL FILL, SEE CIVIL... . Ln w n W o 10"x18" GRADE 24X24 PIER, BEAM W/ 2#6 TOP 4#6 VERTICAL, ua i� _ AND BTM (TYP) v #4 HOOPS @ 8"OC. - 3/16" = 1'-0" 1'-6" HSS8X6X1/4 HSS8X6X1/4 rn X CN HSS8X6X1/4 HS58X6X1i4 rn X N_ HSS8X6X1/4 HSS8X6X1/4 2.4 a MIM vi 1 3/16" = V-0" 17' 0" 1 5102 54' - 0" H S S 8X6X1 /4 HSS 8X6X1 /4 HSS8X6X1 /4 r� X > N c HSS8X6X1 /4 HSS8X6X1/4 SS 12X12X5/8 H S S8X6X1 /4 rn X' N HSS8X6X1 /4 SS12X12X5/8 r 18"x30" GRADE BEAM, 5#10 STM, 4#7 TOP HSS8X6X1/4 i HSS8X6X1/4 rn r X N HSS8X6X1 /4 - INDICATES TYPICAL INDICATES TYPICAL MOMENT CONNECTION SHEAR CONNECTION HSS 8X6X1 /4 HSS 8X6X1 /4 HSS 8X6X1 /4 HSS8X6X1 /4 HSS8X6X1 /4 HSS8X6X1/4 rn Project number X 0616-100 v - z l 1 �_ HSS8X6X1/4 41 J 2' - 0" _ S 101 AREA W 0� 2 _.. o...0 tr __ ._ ..... Z ....._ . ..._....._ S101 a> dW In co �t W Q ry (S) (P) O W W FOOTINGS, z z W 3 5101 3/16" = 1'-0" 1'-6" HSS8X6X1/4 HSS8X6X1/4 rn X CN HSS8X6X1/4 HS58X6X1i4 rn X N_ HSS8X6X1/4 HSS8X6X1/4 2.4 a MIM vi 1 3/16" = V-0" 17' 0" 1 5102 54' - 0" H S S 8X6X1 /4 HSS 8X6X1 /4 HSS8X6X1 /4 r� X > N c HSS8X6X1 /4 HSS8X6X1/4 SS 12X12X5/8 H S S8X6X1 /4 rn X' N HSS8X6X1 /4 SS12X12X5/8 r 18"x30" GRADE BEAM, 5#10 STM, 4#7 TOP HSS8X6X1/4 i HSS8X6X1/4 rn r X N HSS8X6X1 /4 - INDICATES TYPICAL INDICATES TYPICAL MOMENT CONNECTION SHEAR CONNECTION HSS 8X6X1 /4 HSS 8X6X1 /4 HSS 8X6X1 /4 HSS8X6X1 /4 HSS8X6X1 /4 HSS8X6X1/4 rn Project number X 0616-100 DURABILITY EXPOSURE CATEGORIES AND CLASES (ACI HSS8X6X1 /4 HSS8X6X1/4 41 Drawn by HSS8X6X1 /4 AREA 41 DENSITY FREEZE/ HSS8X6X1 /4 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE 2012 IBC AS MODIFIED BY THE 2012 VIRGINIA UNIFORM STATWIDE BUILDING CODE (VUSBC). 2. STEEL SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 3. CONCRETE SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 4. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATION. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: A. AiSC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, LATEST EDITION. B. THE AMERICAN WELDING SOCIETY (AWS D1.1) "CODE FOR WELDING IN BUILDING CONSTRUCTION," LATEST EDITION. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: A. WIDE FLANGE BEAMS, COLUMNS, AND STRUCTURAL TEES: ASTM A992 B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B D. CHANNELS, ANGLES, AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. 3. MINIMUM WELD SIZE IS 3/16" FILLET UNLESS NOTED OTHERWISE. 4. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. 5. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESS WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. 6. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS -QUALIFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX (USE LOW HYDROGEN ELECTRODES FOR A572, GRADE 50 STEEL). WELDING ELECTRODES FOR ASTM A276-97 STAINLESS STEEL, GRADE 304, SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E304; OR AWS A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER304, Ft=70 KSI. 7, STRUCTURAL STEEL SHALL BE FINISHED BY ONE OF THE FOLLOWING PROCESSES, PROVIDE BID ALTERNATIVE FOR EACH: A. HOT DIP GALVANIZED (HDG) FOLLOWING FABRICATION IN ACCORDANCE WITH THE MOST RECENT STNADARD OF THE AMERICAN GALVANIZERS ASSOCIATION. POWDER COAT STEEL USING A POLYSETER TGIC OR POLYSETER UR BASED SYSTEM. PREPARE THE SURFACE IN ACCORDANCE WITH ASTM D6386 FOR APPLICATION OF POWDER COATING. DO NOT QUENCH THE STEEL USING WATER OR CHROMATE QUENCHING METHODS. B. POWDER COAT STEEL USING A POLYSETER TGIC OR POLYSETER UR BASED SYSTEM. PREPARE SURFACE FOLLOWING FABRICATION IN ACOORDINACE WITH POWDER COAT MANUFACTURER RECOMMENDATIONS (NO HDG). C. PROVIDE AN ALKYD BASED PRIMER AND ENAMEL OVER A COMPATIBLE ZINC RICH PRIMER. TOP TWO COATS SHALL HAVE A MINIMUM DRY -FILM THICKNESS OF 120um. 8. REPAIR DAMAGE TO COATING IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDED PROCEDURES, 9. COLOR TO BE SELECTED BY ARCHITECT. 10. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. FOUNDATIONS 1. DESIGN BASED ON SOIL BEARING CAPACITY OF 1,500 PSF. 2. EXTEND AUGER CAST PIERS TO BEAR ON WEATHERED ROCK - SEE CIVIL AND GEOTECH REPORTS. CONCRETE 1. ALL CONCRETE WORK SHALL CONFORM TO THE ACI FOLLOWING GOVERNING STANDARDS. A. AMERICAN CONCRETE INSTITUTE (ACI) "CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318), LATEST EDITION. PER GOVERNING BUILDING CODE B. ACI "MANUAL OF CONCRETE PRACTICE", LATEST EDITION C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE", LATEST EDITION 2. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI "DETAILS AND DETAILING OF REINFORCEMENT", (ACI 315), LATEST EDITION. 3. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. 4. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES DRAWINGS. MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 611 . 5. .ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 6. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: A. SLABS: 3/4" B. BEAMS & COLUMNS: 1-1/2" C. FOOTINGS: 3" D. EXTERIOR WALLS: 2" FOR #6 OR LARGER, 1-1/2" FOR #5 OR SMALLER E. INTERIOR WALLS: 3/4" 7. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 8. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. 9. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. 10. REINFORCING DOWELS, WATERSTOPS, AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED PRIOR TO CONCRETE PLACEMENT. "WET -SETTING" OF EMBEDDED ITEMS IS NOT PERMITTED. 11. WELDED WIRE FABRIC REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHORED AT DISCONTINUOUS EDGES, 12. CONCRETE MIX DESIGNS SHALL BE PREPARED IN ACCORDANCE WITH THE MOST RECENT EDITION OF AC1318 AND WITH THE INFORMATION INDICATED IN THE MIX DESIGN TABLE. CONCRETE MIX DESIGN Project number 0616-100 DURABILITY EXPOSURE CATEGORIES AND CLASES (ACI vj F'cAT 28 Drawn by 318-08 TABLE 4.2.1) AREA DAYS (psi} DENSITY FREEZE/ SULFATE PERMEABILITY CORROSION THAW (F) (S) (P) PROTECTION (C) FOOTINGS, NORMAL GRADE BEAMS 4000 WEIGHT F2 S1 PO C2 AUGER CAST NORMAL PILES* & HSS 4000 WEIGHT F2 S1 PO C2 FILL MATERIAL *AGGREGATE SIZE SHALL CONFORM TO AUGER EXCAVATION REQUIREMENTS 5 AM. DISH Engineering Soiuctiows & Constiriction Managernent PLC; Harrisonburg Office 1010 N. Main Street I larrisonburg, VA 22802 540-442-8787 Charlottesville Office 100 10th Strect HE State 200 Charlottesville, VA 22902 434-202-8527 www.erigsoln.com No. Description - - Date C1 A Project number 0616-100 Date vj 11/30/2016 Drawn by SACS Checked by a� TIM 0 vi No. Description - - Date C1 A Project number 0616-100 Date 11/30/2016 Drawn by SACS Checked by TIM 0 z Q 0 to c`tv Co 0 N ti N