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HomeMy WebLinkAboutSDP201300041 Plan - Approved 2013-08-15STONEFIELD BLOCKS F & G to v U UI 0 i 0 a a� c 0 0 N 0 U 20- m c 0 W C R N i E� INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA JUNE 24, 2013 ZMA # 2001 -0007 ZMA # 2008 -0003 ZMA # 2011 -004 ZMA # 2011 -007 i Illil�' - VICINITY MAP SCALE: 1 " =2000' SITE DATA DEVELOPER /APPLICANT: ALBEMARLE PLACE EAAP, LLC, C/O EDENS, INC. 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652 -7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHEROEDENS.COM ATTN: CHRIS HAINE EMAIL: CHAIN EOEDENS.COM ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITEOWWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 4135, PG. 249 AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3 -19A AND 19B. NOTE: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT ,(WP02009- 00074) • ALBEMARLE PLACE /ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008- 00068) • ALBEMARLE PLACE TOWN CENTER /ACSA OFF -SITE SANITARY SEWER PLAN • ALBEMARLE PLACE TOWN CENTER /CITY OF CHARLOTTESVILLE OFF -SITE SANITARY SEWER • ALBEMARLE PLACE /STORMWATER MANAGEMENT PLAN (WP02010- 00023) • AMENDMENT 11'0 STONEFIELD BOULEVARD ROAD PLAN (WP02011- 00036) • STONEFIELD TOWN CENTER - FINAL SITE PLAN AMENDMENT (SDP2011- 00054) 3. STONEFIELD WAS FORMERLY KNOWN AS ALBEMARLE PLACE. SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP /PARCEL: ZONING: OVERLAY DISTRICT: EXISTING USE: PROPOSED USE: TRASH: MAXIMUM NUMBER OF EMPLOYEES: YARD REQUIREMENTS: BUILDING HEIGHTS: WW ASSOCIATES, INC DATED: MAY 29, 2013 '#W ASSOCIATES, INC Lit' FIELD SURVEY T"" KE ON: MAY 29, 2013 " ABEMARLE COUNTY, VA J'CK JOUETT N/A (NON -WATER SUPPLY WATERSHED) 61W, PARCEL 3 -19B & TM 61W. PARCEL 3 -19A NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR VACANT RETAIL /COMMERCIAL ON -SITE DUMPSTER 265 THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. _ THE MAXIMUM BUILDING HEIGHT FOR RETAIL BUILDINGS SHALL BE SEVENTY FIVE (75) FEET, WITH A NINETY "90) FOOT LIMITATION FOR RESIDENTIAL AND MIXED -USE STRUCTURES. BUILDINGS IN BLOCKS F AND G SHALL RANGE IN HEIGHT FROM ONE TO THREE STORIES TALL. Off, DESIGNED BY: RU ENGINEERS DRAWN BY.• SURVEYORS REG ITE H PLANNERS DIHR BY. f SGT AsSOCIATES HFW ®� (D % �Sw PO Box 4119 3040 Avemore Square Pl. S' G Lynchburg, VA 24502 Charlottesville, VA 22911 W WA NUMBER: sjONAL yl� Phone: 434.316.6080 Phone: 434.984.2700 NO. SHEET REVISION BY !DATE NO. SHEET REVISION BY DATE www.wwasaociatesmel 2130.42.03 PROJECT' STONEFIELD BLOCKS F & G INITIAL SITE PLAN _ ALBEMARLE COUNTY, VA TITLE. COVER SHEET FILE NAME: DISCIPLINE: SCALE. SHOWN DATE: CML 304203C_CS.dwg V. N/A 6-24-13 SET REV. NO. DRAWING NUMBER: C -1 SHEET NUMBER: 1of13 SHEET NO. DRAWING NO. TITLE 1 OF 13 C -1 COVER SHEET 2 OF 13 C -2 PROFFERS 3 OF 13 C -3 GENERAL NOTES, ABBREVIATIONS & LEGEND 4 OF 13 C -4 GENERAL NOTES 5 OF 13 C -5 KEY PLAN 6 OF 13 C -6 EXISTING CONDITIONS 7 OF 13 C -7 OVERALL SITE PLAN 8 OF 13 C -8 SITE PLAN 9 OF 13 C -9 SITE PLAN` 10 OF 13 C -10 SITE PLAN 11 OF 13 C -11 ROAD SECTIONS & DETAILS 12 OF 13 C -12 CIVIC & GREEN SPACE 13 OF 13 C -13 DRAINAGE AREA MAP to v U UI 0 i 0 a a� c 0 0 N 0 U 20- m c 0 W C R N i E� INITIAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA JUNE 24, 2013 ZMA # 2001 -0007 ZMA # 2008 -0003 ZMA # 2011 -004 ZMA # 2011 -007 i Illil�' - VICINITY MAP SCALE: 1 " =2000' SITE DATA DEVELOPER /APPLICANT: ALBEMARLE PLACE EAAP, LLC, C/O EDENS, INC. 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652 -7400 ATTN: THOMAS R. GALLAGHER EMAIL: TGALLAGHEROEDENS.COM ATTN: CHRIS HAINE EMAIL: CHAIN EOEDENS.COM ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITEOWWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 4135, PG. 249 AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3 -19A AND 19B. NOTE: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT ,(WP02009- 00074) • ALBEMARLE PLACE /ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008- 00068) • ALBEMARLE PLACE TOWN CENTER /ACSA OFF -SITE SANITARY SEWER PLAN • ALBEMARLE PLACE TOWN CENTER /CITY OF CHARLOTTESVILLE OFF -SITE SANITARY SEWER • ALBEMARLE PLACE /STORMWATER MANAGEMENT PLAN (WP02010- 00023) • AMENDMENT 11'0 STONEFIELD BOULEVARD ROAD PLAN (WP02011- 00036) • STONEFIELD TOWN CENTER - FINAL SITE PLAN AMENDMENT (SDP2011- 00054) 3. STONEFIELD WAS FORMERLY KNOWN AS ALBEMARLE PLACE. SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP /PARCEL: ZONING: OVERLAY DISTRICT: EXISTING USE: PROPOSED USE: TRASH: MAXIMUM NUMBER OF EMPLOYEES: YARD REQUIREMENTS: BUILDING HEIGHTS: WW ASSOCIATES, INC DATED: MAY 29, 2013 '#W ASSOCIATES, INC Lit' FIELD SURVEY T"" KE ON: MAY 29, 2013 " ABEMARLE COUNTY, VA J'CK JOUETT N/A (NON -WATER SUPPLY WATERSHED) 61W, PARCEL 3 -19B & TM 61W. PARCEL 3 -19A NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR VACANT RETAIL /COMMERCIAL ON -SITE DUMPSTER 265 THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. _ THE MAXIMUM BUILDING HEIGHT FOR RETAIL BUILDINGS SHALL BE SEVENTY FIVE (75) FEET, WITH A NINETY "90) FOOT LIMITATION FOR RESIDENTIAL AND MIXED -USE STRUCTURES. BUILDINGS IN BLOCKS F AND G SHALL RANGE IN HEIGHT FROM ONE TO THREE STORIES TALL. Off, DESIGNED BY: RU ENGINEERS DRAWN BY.• SURVEYORS REG ITE H PLANNERS DIHR BY. f SGT AsSOCIATES HFW ®� (D % �Sw PO Box 4119 3040 Avemore Square Pl. S' G Lynchburg, VA 24502 Charlottesville, VA 22911 W WA NUMBER: sjONAL yl� Phone: 434.316.6080 Phone: 434.984.2700 NO. SHEET REVISION BY !DATE NO. SHEET REVISION BY DATE www.wwasaociatesmel 2130.42.03 PROJECT' STONEFIELD BLOCKS F & G INITIAL SITE PLAN _ ALBEMARLE COUNTY, VA TITLE. COVER SHEET FILE NAME: DISCIPLINE: SCALE. SHOWN DATE: CML 304203C_CS.dwg V. N/A 6-24-13 SET REV. NO. DRAWING NUMBER: C -1 SHEET NUMBER: 1of13 Ch 311: '0 V.: I L_J Z ( I n 0 N * 0 0) o-111 C 0 iL I 4) ,_� 0 - -L) :t! as n 0 C�q 0 1`1 V_ C14 1­1 0 .2 03 0 C-) �2 .- 4) C 0 4� 0 0) C 4) 'O Lia C4 * 0 W) T_ C4 .01� !t7� NO. - ", �, ", - _�v,,`�,­� " .� , ,�', ,� , ,���,,��.!,�m_,,, , L 1, I I 1� ')lfll. 1jil , 'V o ,6 A " 'i - �', �\f _�!) I is " I C01INTY Or, ALBE A4ARLF 0 Y., ---- __________. `ty 1)"veloPloem Department of COM011"al 401 McIntire Rfiad, North Wing Charlottesvil1c, Virginia 22902-4596 " Fax (434) 972-4126 - phone (434) 296-5832 1 L March 23,2012 ; Valerie Long 321 E, Main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Pla0elStonefield Proffer Amendment TAX MAP, PARCELS: OBIWO-03-00-019AO, 061WO-03-00-019130 (as it has been subdivided), c)61WO-03-00-02300, o61W0A)3-00-02400, orolWO-03-00-02500 Dear Ms, Long� above referenced application on March 14, 2012 in � The Board of Supervisors approved the 2012, Please refer to this document for accordance with the attached proffers dated March 13, any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved Above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: - , , compliance with applicable PROFFERS SPECIAL USE PERMIT; . compliance with conditions of any applicable TE PLANS and SU L BDIVISIONS; and 0 approval of and compliance with applicable Si . approval of a ZONING COMPLIANCE CLEARANCE. if you have questions or ­�,mrnents regarding the I above-noted action, Please do not hesitate to contact Rebecca Ragsdale at 296-5832. . . Sincerely, - -1 0 1 ne ; erg �bP �,�Ayll,llel r1limt Director of Planning I cc: Albemarle Place EAA , C Albemarle Place EAAP LLC, C/o Tom 6alitigher P 0 Box 528 7200 VVIsconsin Ave, Columbia SC 29202 Bethesdai MD 20814 Albemarle Place/Stontefield PROFFE R FORM I)atc� March 13, 2012 ZMA # 2011-00007 Albemarle Place/Sturictield I Tax Map and Parcel Numbers: 061WO-03-00-019A0, 061WO-03-00-019RO (as it has been I subdivided), 061WO-03-00-023,00,061WO-03-00-024001,ind (iIWO-03-0042500 65,034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) Albemarle Realty (E&A), LLC, a South Carolina limited liability company is the owner oftwo parcels ofland that were subdivided from tax map parcel 061WO-03-00-019BO, which parcels - shown as "Lot D2", containing 5.487 acres, arid "Lot D3", containing 1.0-10 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack foliett Magisterial District, Albeirialle County, Virginia" dated July 15, 201 1, last revised November 10, 201 1, prepared by W,W, Associates, which Plat is of record in the Clerk's Office of the Circuit Court of Albanale Courity, Virginia in Deed Book 4135, page 21 5 (the "Subdivision P ' lait"), The Haven at I, Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land t at was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot 132" containing 7.638 acres, on the Subdivision Plat, For the purposes of these proffers, Albemarle Place EAAP, LLC, and Albeinarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"). L Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple Owner (tile "Owner") oftax map parcels 061WO-03-00-019AO, 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03-00-02500,,gnd the residual portions oftax map parcel 061WO-03-00-019BO that were not conveyed to either Albemarle Realty (E&A), LLC or The Haven at Stonefield, LLC, For the purposes ofthese proffers, Albemarle Place EAAP, I,LC, arid Albemarle Realty (E&A), LLC It' collectively referred to herein Eta (the "Owner"), Tax map parcels 061 WO-03-00-019AO, 06 IWO�03-00-02300, 061WO-03-00-02400, 061 WO-03� 00-02500, arid 06 1 WO-03-00-019BO (including the lots created there ftoral pursuant to tile Subdivision Plat) (collectively, the"Property"), are the subject of Zoning Map arrordl-Aart lace off, applicatiorinumber ZMA 2011-00007 originally submitted as "Allicluarlo P Pr 'r Arneridluent�" which application name has been renamed to "Storriefield." Pursuant toSection 333 of the Albemarle Courity Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this proffer statement, Which shall be applied to the L property if the rozorring,is approved by Albemarle County, These conditions are proffered as part ofthe rezoning and it is acknowledged that the conditions are reasonable, The Albemarle Place/Stonefield project was originally approved by the County Board of I Supervisc)Ts on October 22, 2003 as ZMA 2001-007, along with proffers from the prior owner dated October 22, 2003, and a Code of'Developincut prepared by The Cox Company dated . Original Proffer: Aniondilient: X � October 15, 2003 (with Exhibit A to the Code of Development last revised July 9, 2010) (tile "Code of'Developirient"). The Code of Dovelopinartincluded an application plan,(the "AppIicatloia Plan"). The hirprovemalts proposed for tile property are collectively referred to as the "Project.,, The term "Owner" as referenced herein shall include within its meairing the owner of record and successor& ill interest, The term "Application Plan" refers to Exhibit A. The tenn"Code of Development" refers to Exhibit B, The proflus dated October 22, 2003 that were approved with ZMA 2001-007 were amended by proffers dated Ally 23, 2010 that were approved with ZMA 2008-0003 by the County Board of Supervisors on August 4, 2010, and by proffers dated August 5, 201 1 that wore. approved with ZMA 2011-0004 by the County Board of Supervisors on September 7, 201 1. These proffers arnaid and supersede the proffers accepted in conjunction with the approval of ZMA 2001-007, ZMA 2008-0003, arid ZMA 2011-0004. 1 ' The headings of the proffers set forth below have been prepared for convenience or reference only and shall no[ control or affect the meaning or be taken as an interpretation of any Provisions of the proffer& � I . Phasing of Improvements: The Owntr shall phase development of the Project as follows: A. Phase 1: Phase I of the Project shall be composed of Blocks A, B, C, and D as shown on the Application Plan, arid as shown in more detail on Exhibit A-1 attached hereto. C'Phase l"), and shall include street and utility improvements to serve the planned building improvements contained within Phase, L As part of Phase 1, the Owner shall design and construct District Avenue (formerly known as Albemarle Place Boulevard and as Fourth Street/Cedar Hill Road) ("District Avenue") from Hydraulic Road to the, point whore District , Avenue connects with the now planned western entrance to the Sperry Marine facility in the location shown on the Application Plan, arid as shown ill more detail on Exhibit A- 1. This I first phase of District Avenue, shall include all supporting utility infrastructure on such, street, and shall be completed prior to issuance of a filial certificate of occupancy for any buildings within Blocks A, B, C arid D - Construction of the, first phase of District Avenue shall be deerried complett when it is constructed in conformance with tile Plans approved by Albernarle County or by the Virginia Dopartment of Transportation CWDOT"), as applicable, arid in -,my event the County Engineer has approved it for vehicular travel. No more tbau three hundred seventy thousand (370,000) square feet of cormilacial space arid one, hundred seventy (1 70) dwelling units may be constructed within the Project until the remainder of District Avenue is constructed to the now planned intersection with U.S. Route 29 as shown on the Application Plan. Notwithstanding anything to the contraty contained in this Paragraph I A, the Owner shall be permitted to utilize portions of file Phase 2 land (as - shown on.Exhibit A- 1) for the installation of infrastructure to serve tile Phase I 131-tilding improvements to be constructed in Blocks A, B, C and D. 13. Phase 2: Phase 2 of tile Project shall be composed of Blocks E, F and G as shown oil the Application Plan and as shown in more detail on Exhibit A-1 ("Phase. 2"), and shall include strect and utility improvements to serve the planned building improvements contained within Phase 2. As part of Phase 2, the Owner shall design arid construct District Avenue from tile � I SHEET REVISION � Original Proffer: Alliendirient: X point whem it comiects with die new planned western entrance to the Sperry Marine facility north arid cast through Blocks E, F arid G to the new planned intersection with U.S. Route 29 as shown oil the Application Plan and asshowri in more detail oil Exhibit A-1. This second phase of District Avenue shall include Ertl supporting utility infrastructure on such street and shall be completed prior to issuance of a filial certificate of occupancy for ally buildings within Blocks E, F and G. Construction of the second phase of District Ave-illue shall be deemed complete when it is constructed in conformance with the plans approved by I Albemarle County or by the VDOT, as applicable, arid in any event flit County Engineer has approved it for vehicular travel- Notwithstanding anything to the. contrary contained in this Paragraph I B, the Owner shall be permitted to utilize portions of the Phase 2 land (as shown oil Exhibit A- 1) for thit installation of hiflastructure to serve tile Phase 1 building improvements to be constructed in Blocks A, B, C and D. Notwithstanding anything to the contrary contained in this paragraph 1B or in paragraph 1A above, final certificates of occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the threshold levels� contained in paragraph 1A, provided that the Owner (i) has constructed at least a temporary road (at standards acceptable to the Director of Community Development) connecting the first phase of District Avenue to the new planned intersection with U.S. Route 29, or (ii) can demonstrate during the site plan review process, through traffic analysis acceptable to tho Director of Community Development and VDOT, that additional traffic fi-am. such buildings, when aggregated with the naffic generated by the uses For which certificates of occupancy have been issued for buildings in Phase 1, will not cause the Hydraulic Road/U.S. Route 29 intersection to fall below an acceptable level of service. All final site plans for the Project that include any portion of District Avenue shall include a note reserving the portion of the property comprising District Avenue for future dedication as a public road, and within sixty (60) days after written request for such dedication, the Owner sbaIJ dedicate the portion of the property comprising District Avenue for a public road. If tile public rig I lit-of-way is not dedicated by subdivision plat, the owner shall be responsible. for the cost of a survey and preparing the deed to convey the public right-of-way to the County. , C. Landscape improvements and associated stiectscape improvements to serve the planned building improvements contained within earh block shall be reviewed at die, time of filial site plan review, for each block. The Project shall have a consistently designed arid planted streascape along Route 29 arid Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall] petition for arid consent to all tax map parcels used for nrin-residential purposes participating in a Community Development Authority �'CDX') established pursuant to Section 15,2-51.52, of seq, of the Code of Virginia C'Code") to be created for the purpose of implementing Route 29 regional transportation improvements, including, but not limited to transportation improvements within the "Super Block" (tile geographical area bounded by Route 29, Hydraulic Road, Commonwealth Drive, arid Greenbrier Drive) and intersectional improvements associated therewith, 3. Cash Proffer for Route 29 Regional Transportation, The Owlior will make a cash contribution Io the County for the MPO/2911250 Phase 2 Route 29 regional transportation study in the amount of One Hundred Thousand Dollars ($100,00D.00). The, cash contribution . Original Proffer; Amendment: X I shall be made by the Owner within thirty (30) ilays upon request by die County� This proffer has been satisfied. 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: Tho Owner, shall contribute Ten Thousand Dollars ($10,000.00) to the City of Charlottesville for tile construction by the City of traffic calilling improverrients oil Swanson Road, Cedar AillRoad and other City streets intersecting Hydraulic Road in the vicinity of Storlefield. Tile cash contribution. shall be made by the Owner within thirty (30) days upon request by the City. If the traftle calming improvements are not implemented by October 15, 2007, alt tinexpaided funds shall be refunded to the Owner. The City constructed the, fraffir, calming improvements, and requested the prior owner of the Property to pay the contribution on Novanber 9,2005, but there are no immediately available records that such contribution was over, received by the City, Upon evidence of prior payment of such funds that is satisfactoxy . to the County, the requirements of this Paragraph 4 shall be deemed satisfied. In the event the Owner has not produced such evidence to the County by Match 31, 201-0, the Owner - ,,hall contribute the funds to the City within thirty (30) days of a written request from the City, provided that such request is made no sooner than April 1, 201 1, At the time such funds are delivered to the City, file Owner shall provide .notice of such payroart to the County. 5, Cash Proffer for Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Service": Upon the request of the County, the Owner shall contribute Twenty Thousand Dollars ($20,000.00) per alumni, or an ainount equal to twenty per-Lent (20%) of the annual operating and maintenance costs, whirbever is less, for a period not to exceed five year's for operating and/or maintaining a dedicated "jimey bus" service to retail cornmacial developments, including Storrefield, along the, Route 29 Corxidor� If the CAT "jitney service" is not placed into operation by the date of issuance of the first occupancy permit for a commercial building in Stonefield, then die Owner sbalt contribute Seven Thousand Dollars ($7,000.00) per amium, for a period not -to exceed five years, to CAT for costs associated with operating existing CAT bus reatte(i) that provide servict to Stonefield. . 6, Cash Proffer for Capital Improvements: The Owntor shall contribute One Million Five Hundred 'Thousand Dollars ($1,500,000.00) (hereinafter referred to as tile "Total Contribution") to the County for the purpose of funding capital improvements related to Slontfield. Tile contribution shall be paid as follows: (a) Three Hundred and Seventy Five Thousand Dollars ($375,000.00) shall be contributed to the County within thirty (30) days after the first final site plan or subdivision plat containing residential dwelling units is approved for Storiefield; (b) an additional Three Hundred arid Seventy Five Thousand Dollars ($375,000,00) of the total contribution shall be contribTated to the County prior to the I issuance of a certificate, of occupancy for the first residential dwelling unit ill Stonefield, and (c) the remaining Seven Hundred Fifty Thousand Dollars ($750,000,00) of the Total Contribution shall be paid oil a pro rata basis of Three Thousand Dollars ($3,000,00) per residential dwelling unit at tile time certificates of occupancy are issued for the first two hundred fifty (250) dwelling units. No additional contribution shall be required for the next two Inuildred fifty (250) dwelling units, . Original Proffer: Aniqndinaw X If, fi vo (5) years frorn the date of approval of the first final site plan or subdivision plat for I residential dwelling units, flit Total Contribution has not been fully paid, the balance of the Total Contribution shall be contributed to the Cot ' inty, within thirty (30) days upon request by the County. If t1ris hnd has not been exhausted by the Counly for the stated Purpose within five (5) years from tile date the last contribution is made, all uri6xpended funds shall be refunded to the Owner, Ili addition to the fbre�gomg, after building permits have been issued for the first five.hundred (500) dwelling units witbill Stonefield, the Owner shall pay to the County Three Thousand Dollars ($3,000,00) prior to the issuance of a building perinit for each new residential dwelling unit thereafter. 7. Construction of Frontage improvements on Route 29 and Hydraulic Road, At its expense, the Owner shall plan, design, bond and construct travel larte improvements to be dedicatcd for public use on its Hydraulic Road and Route 29 frontage. The design shall be submitted with the first site, plan for the initial phase of Stonefield. The subject frontage improvements are depicted by Exhibit, F, "Short Term Route 29 Transportation Improvements." The County may require these improvements to be Completed as a prerequisite to the issuance of any certificates of occupancy. The construction of the sul3ject improvements shall be dearied complete when they are constructed ill oodbrinance with the plans approved by VDOT and opened to public use as approved by VDOT. 8. Construction of Off-Site Improvements: Upon request by the County or as provided heroin, the Owner shal[l. plan, design, bond and construct off-site transportation illaprovements in the County and the City, as depicted on Exhibit F, "Short Term Route. 29 Transportation frarprovoincrite'. If tile improvemonts are required to be constructed, the County may require these improvements to be completed as a prerequisite to the issuance, of ally Certificates of occupancy. Construction shall be deemed complete when the improvements am constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDoT. A. Off-site Improvements in the County at the Northwest Quadrant of the Hydraulic Road/Route 29 Intersection. The engineering, plats and construction, documents for off-site improverne-ats in the County shall be submitted with the first final site plan for Phase I of Stonefield. B. Off-site Improvements in the City at th I e Northeast Quadrant of the Hydraulic Ruad/Route29 Intersection (numbered items 4 arid 1.1 on Exhibit F). 'Fire, Owner shall submit the engineering, plats and construction documents (the "Plans") for the finprovemarts in the City of Charlottesville to the City of Charlottesville by January 1 1, 2011 The Owner ,5b all di ligontly pursue approval of the Plans in the City. IftheCitydoes not approve the Plans by July It, 2012, the Owner shall not be required by this proffer to Corstlootany iniproVorylents for Which approvals have not been obtained. The Owner shall liot be required by ill � is proffer to acquire or otherwise pay -for right of way in tilt City for these improvements. I I I BY I 0A TE I NO. SHEET REVISION Original Proffer: Amendment: X I If the improvenitats are required to be constructed, the Owner shall complete construction of the improvements for which right of way is available within twelve (I 2) months after the issuance of the first certificate of orcupancy within Stonefield. Construction shall be deeined complete when the, improvements are constru0ed ill I conforintance with the plans approved by VDOT and opened to public use as approved by VDOT. This Paragraph ") is subi cot t(o the terms of Paragraph 14, "Substituted Transportation Improvements." 9. Reservation and Dedication of Iland for Regional Route 29 and Hydraulic Road Intersection Improvements: Thei Owner shall reserve for the future dedication to the Commonwealth of Virginia certain land of) the Property in the County for certain short-term transportation improvements for thc� Route 29 and Hydraulic Road intersection �the "Short- . Terin Route 29/HydTaulic Road Improvements") as follows: (a) the land shown as "Parcel A 6,511 &F." on the plat of Kirk flu�ghcs and Associates dated March 3, 2009, last revised Marrh 25, 2010, which plat is attached hereto as Exhibit H; arid (b) any portions of the parcels shown as "Parcel One Future,� Right of Way 1,1 17 S.F.,"'Tarcet Two Future Right of Way 9,079 S,F .... .. Parcel Four Future Right of Way 1,660 SX.," arid "Parcel five Future Right of Way 790 S.F,," on the Official Map adopted by the County on Decernber 2, 2009, a copy of which Official Map is attac.lied holoto as Exhibit 1, that are required by VDOT -for the Shart-Torm, Route 29/Hydrauffic Road improvements (collectively, the "Short-Teint Improvements Dedication Area"), pr-ovided, however, that the subdivision plats depicting the Short-Term Improvements Dedicatiion Area are subject to final approval by the County Department of Community Develolpirent and that the precise boundaries and size of the Short-Term Improvements Dedicaticno Area may be adjusted accordingly, The Owner shall dedicate the Shott-Terin Improvements Dedication Area to the Commonwealth of Virginia in fee shiliple by October 1, 20 1 0, or within thirty (3 0) days after the County approves flit subdiwision plat necessary to dedicate the Short-Taill I Improvements Dedication Area, whiichover is first to occur. In addition to the dedication of the Short-Tam Improvements Dedication Area, the Owner shall dedicate arid convey all necessary drainage arid construction casoments for the Short-Terni Route 29/Hydraulic Road Improvements. If the Short-Term fmprovementq Dedication Area is net dedicated arid conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying arid preparing legal documents in a fbirm acceptable to the Office of the Attorney General necessary to dedicate and convoy the � Short-Terra Improvements Dedication Area hmd� After dedication arid until the subjecot regional transportation improvements are funded for construction, the Owner shall, at title request of the County, and with the consent of the Conanionwealth of Virginia, maintaim the Short-Terin Improvements Dedication Area land unt� requested by the County to no I longer do so provided the Owner is granted the right to the exclusive use of flit land for lanidscaped open space, a pocket park, temporary parking, fencing, signage, utilities or other punpose as may be ,approved with the filial site plan for tile first phase of Stottefield. Upon beiing requested by the County to no longer maintain the I Originil Proffer: Antendnient: X land, the Owner shall.] cease ' all, Lisa, of the ]arid arid remove all improvernalts established by tile owner thatthe County requestS3 be retrieved. In the event that the adopted dcsi�ign for future public hiterseetion, ilnprovauGW8 does not require the iltilization of all of the ,'Short-Terni Improvements Dedication Area land, upon the Owner's request, the residual por6on of the dedicated land shall be transferred tD the Owner I at no expense to the Owner, The� deed(s) of dedication for the ShOrt-Taol IttiproVallents Dedication Arat may provide for suich conditions. I 10. Reservation and Dedication of . Additional Land for Route 29 and Hydraulic Road Intersection Improvements: Tile,- Owner shall reserve for fature dedication to the County, subject to the conditions herein belitow, certain additional land on the Property for the right of way far future Hydraulic Road amd Route 29 related regional transportation improvements (the "Long-Te - rin Route 29/1-lydraulic Road Improvements") as follows: (a) the area shown as "Parcel Al 1,432 SY." on Lxhibit.U; and (b) any portions of the parcelsshown on Exhibit I that were not previously dedicated to the Conamonwealth of Virginia for the Short-Term Route 29/flydraulic Road hirprovorrients pursuant to the Paragraph 9 herein (collectively, the "Lorig-Term improvements Dedication Area") provided, however, that the subdivision plats depicting the LoDg-Term Improvcments Dedication Area art subject to final approval by the County Department of Cormurtmity Development and that he precise boundaries and size of the Long-Term Improvements Dedication Area may be adjisted accordingly. The Owner shall dedicate the Long-Term Improvements Dedication Avar to the County within mirely (90) days after the County's request for suci dedication, and such dedication I shall include the dedication and conveyance of all necssary drainage and construction easements for tile Long-Term Route 29[Hydraulic Road Inprovements. If the Lorig-Terill Improvements Dedication Area is not dedicated and conviyed as part of a subdivision plat, the Owna shall pay all costs of surveying and prepaing legal documents in a form acceptable to the County Attorney's Office necessary to &.11cato arid con-vty the Long-Term Improvements Dedication Area. Until the Lot . ig-Terni Improverneints Dedication Area 1aA is dedicated, the Owner shall maintain the land arid shall retain the right to the Qxclus�!e use of' the land for landscaped I open spare, a pocket park, tomportury parking, fencing; uilities or other purposes as may be approved with the first final site plain for Phase I of Storieleld, I I The. conditions on the subject reserwation arid dedication shall be as follows; (a) ill the event that the adopted deesign for future public intersection improvements does not require the utilization of all of tithe Long-Tarn Improvements Dedication Area land, upon request of the Owner the resitidual portion shall be released by the County from the reservation or, if the land has I been dedicattd, upon request of the Owner title shall be transferred back to, arid for the � use of, the Owner at no expense to Owner. The deed(s) of dedication for the Long-Terrin improvements Dedication Area, trury provide for such conditions, I . � : � - Original Proffer: Amendment: X (b) The design arid construction of"the Long-Terin Route Z/Hydraulic Road Iniprovelnems shall substantially maintain the , access, filuctloir, arid continuity of service of the planned intersection of Swanson Road QB%tended) arid existing Ilydraulic Road into Storiefieldat the location of the existing Swvanson Road arid Hydriulic Road intersection; otherwise this proffer becomes trail and vooid. 11. Signalization of Hydraulic Roadd arid Route 29 Intersections: The Owner shall be responsible for traffic signalization ilinprovenients as follows: A. The Owner at its expense shall e-anginra, bond, and constract traffic signalization improvements it the intersection of"Distriet Avenue and Ily&aulic Road. The traffic signalization improvements at this hinersoction shall be constructed when tile County or I I VDOT request installation of such, ]but in any event prior to the issuance of a certificate of occupancy for any building in Blo&s A, B, C or D, provided that such signal is warranted by tile traffic volumes or is otherwise a�pproved by VDOT. B. Owner at its expense shall engineer, bond and construct traffic signalization improvements at the intersection of -District Avenue and U.S. Route 29� The traffic signalization improvements at this intersection shall be constructed when the County or VDOT request instal lation o I such, but in any event prior to the issuance of a certificate of . occupancy for any building in Blocks E, F or C!, provided t4at such signal is warranted by the traffic volumes or is otherwise approved by VDOT, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon demand of the County, but no earlier than the issuance of a building permit for any building within Block F, the Owner shall reserve right- of-wayalong the northern edge of the parking lot in Btock F of the Property for a future Street connection to Commarovealth Drive through the "Coridial Property" (TM 61W-3-18), The future connection wilt be a two lane facility. Uport the request of the County, the Owner shall engineer, boad and construct both the oil- site arid ill(, off-site portions of the connictiou to Cornmonwtalth Drive on tile ocoindial I I Q I Property" provided that easements arid acquisition of right-of-way as may be necessary fdr i such constmetion for the connection through off-site properties to t i p ovan i t have I � r bsim r 01 i been granted at no cost to tile Owner, and the request for such connection through the off-site ! property is made by the County prior to October 15, 2020. Upon the request of the County, it i the connection shall be completed by the Owner within twelve (I 2) mol-Iths fron, the date of i , ! satisfaction of the conditions as set forth above, i � � 13. Other "Super Block" Street Connections: 'file Owner shall reserve land and grant � I construction and permanent access easements or right of way at no expense to the County for � I the purposes of future construction (by others) of inter-parr,el street couriections within the : "Super Block" at tile following locations; Houston Street (formerly known as First Street) ; (to west to Commorawailth Drive), Blackbird Lane (foa7morlyknown asTbird Street) (to west I to ComixionweafthDrive), District Avenue (formerly known as Cedar Hill Road Extended) I (iii Block F north to "Coradial Property"), District Avenue (forrilerly known as Fourth Street) I � 1 4� BY DATE I - V 0PP;,!,N , %, V-A . - A- - A ­_ - t1p, Original Proffer: Alriertdmelit� X (between Blocks F and G north to "Coradial, Property"), Swanson Road Extended (to noitb to "Spary property") and at two additional locations into Sperry Propaty� The locations for casement or right of way reservation and dedication are as generally depicted on Exhibit.A. and labeled thereon as "Future Extension." However, tile locations and numbers of such inter-parcel street connections may be modified by tilt Owner upon a variation granted by the Coillity Planning Director, These easement or right of way locations shall be identified, platted and dedicated at tile request of the. County ill conJunctionwith subsequent site plan applications for Stonefield. � 14. Substituted Transportation Improvements. * A. In lieu of constructing the improve.mimts referenced in Paragraph 8(B) herein, which Paragraph 8(B) refers to certain off-site improvements in the City of Charlottesville at the northwest quadrant of the Hydraulic Road/Route 29 intersection, and also other . improvements along the City side of Route 29 between Hydrautic,Road arid Greenbrier Drive, which improvements are collectively hereiraft a referred to as the "Paragraph 8(B) * Improvements", the Owner may elect, in its sole discretion, and an the terms and Conditions contained in this Paragraph 14, to, contribute cash to the City for certain transportation improvements in flit City known as the "Rte, 29/250 Bypass Interchange Improverrient Project" identified as VDOT and City project number 0029-104-248 (the "Substituted Improvements Project"), I B. In the event the Owna elects to contribute cash toward the Substituted improvements Project (the "Owner's Contribution") in lieu of constructing the Paragraph 8(B) Improvements, the following Torins shall apply: 1. The Owner shall notify the County's Director of Community Development (tile "Director") i.n writing of its election withiasixty (60) days after the approval of the first filial site plan for Phase I of Stolieflold (tile "Notice"), The Owner shall also send a copy of the Notice to the City Developirient Services Manager at the sarrie time it is sont to the Director, 2, The submission of flit Notice to the Director shall suspend the deadline for the Owl-ter to submit the Plans (as "Plarts" is defined in Paragraph S(B)) to the City, if applicable. 3. The amount of the Owner's Contribution to the Substituted Improvements Project shall be subject to a written agrearlent between the Owner arid the City (the "City Agreeman"). Within ten (10) days after full execution of the City Agreement, the Owner shall provide a copy of the City Agreement to the Director, 1 4, Within six (6) montlis after the Notice is sent to the Director, or within sixty (60) days -after exor , ,ution of the City Agreement, whichever is later to occur, the Owner shall contribute a portion of the Owner's Contribution to the City in the amount (if One Million Dollars ($ 1,000,000), less any amounts credited by flit City arid VDOT to the Owner for plaiming and design work oil tIm Paragraph 8(B) Improvements (the "Not Contribution"). Tile Net Contribution may be in the form of cash or a lotter of credit issued by a bank approved by the � � . Original Proffer: Amendment: X City, or a combination thereof. The City Agreement shall set rorth the term$ of and schedule fox draw down of the Net Contribution. 5. In the event that the Substituted In'PrOvanctits Project is terntinated, or has not . otherwise been completed (as described herein) within tbirty-skx (30) months after the City receives the Net Contribution (which thirty-six (36) mooth period may be extended by mutual agrecitiont ofthe Charlcttesville City Manager and the Albemarle County Executive), and upon the City's refundirig of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars i ($500,000) to the County for funding transportation improvements ill the viciinty ofthe U.S. Route 29/flydraulic Road intersection identified in the County's CapitalImproverilents Program. In the event such funds have not been expended by the County for thestated purpose within tell (10) years froin the, date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. Construction ofthe Substituted Improvements Project shall be dearted complete when the improvements are accepted by the appropiiate public entity or ire bonded for the entity's acceptance. 6. Notwithstanding the provisions of Paragraph 14(B)(5) herein, upon the City's receipt of the Net Corriibution� the Owner shall be relieved of any obligation to construct tile Paragraph 8(B) Improvements. . (Signature Pages Immediately Follow) . I wA� J� � � �i dio � ENGINEERS MSURVEYORS PLANNERS AsSOCIATES ' PO Box 4119 3040 Avernore Square P1. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.ww,associates.liet DESIGNED BY. PCs DRAWN BY: REG DIHR BY: HFW WWA NUMBER: 213042.03 PROJECT: STONEFIELD BLOCKS F & G INITIAL SITE PLAN TITLE. FILE NAME: 304203C-ND- 1 .dwg PROFFERS DISCIPLINE: I SCALE. DATE: GENERAL H: NIA 1 V. NIA SET REV. NO. DRAWING NUMBER: C-2 I SHEET NUMBER: 2 of 13 o+ 3 v N 2 UI 0 N 0 c _v a c'n c 0 N 0 N 0 U v v_' m CII0 aci W 0 N i AREAS: WHOLE STONEFIELD DEVELOPMENT (ACRES): 64.02 AREA OF TMP 61W-3-19B (ACRES): 21.08 MODIFIED SECTION OF IMP 61 -3 -19A (ACRES): 0.03 THIS PLAN SUBMISSION (ACRES): 21.11 PROPOSED USES AND DENSITY: RESIDENTIAL USES: GROSS RESIDENTIAL DENSITY (UNITS /21.11 AC) NON- RESIDENTIAL USES: TOTAL GROSS SQUARE FOOTAGE (GSF) BLOCK F & G COMMERCIAL (RETAIL /SERVICE /OFFICE /R ESTAU RANT.) : MAXIMUM NUMBER OF EMPLOYEES ADOPTED BY THE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01 -07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08 -003. WAIVERS TO THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 0 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: 0 THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 190,000 190,000 41 GREEN SPACE *: (ACRES) 3.29 % OF THE TOTAL SITE (ARW21.11 AC) 15.57% *NOTES: -THE OPEN SPACE REQUIREMENT IN CODE 18.4.7 WAS WAIVED AND REPLACED AS SPECIFIED IN THE CODE OF DEVELOPMENT. CIVIC SPACE * *: (ACRES) % OF THE TOTAL SITE (ARW21.11 AC) * *NOTES: -THE OPEN SPACE REQUIREMENT IN CODE 18.4.7 WAS WAIVED AND REPLACED AS SPECIFIED IN THE CODE OF DEVELOPMENT. -CIVIC SPACE AND GREEN SPACE AREAS OVERLAP AS INDEPENDENT ENTITIES. IMPERVIOUS COVER ON SITE: (ACRES) % OF THE TOTAL SITE (ARW21.11 AC) •• ••• ••• •• •• • NOTE: • GLA IS GROSS LEASABLE AREA ULTIMATE PROGRAM USE IN BLOCK RETAIL NON RETAIL RESIDENTIAL A B _ C D 75,516 51,231 68,760 ....... 30,000 14,000 6,500 111,595 90,000 0 0 0 250 BLOCK GROUP 1 TOTAL 225,507? 222,095' 250 E 12,500 90, 000 ! 250 BLOCK GROUP 2 TOTAL 12,500 90,000 250 F G ... 155,000' 15,000 0' .:.: 20,000: 0 ..:: 0 BLOCK GROUP 3 TOTAL 1 170,000 20,000 0 SITE PLAN TOTAL 1 408,007 332,095' 500 PROGRAM GLA LOADING REQUIREMENTS RETAIL F. 155,000 G 15,000 PROGRAM GLA LOADING REQUIREMENTS RETAIL F 155,000 G 15,000 SITE PLAN TOTAL 170,000 TRAFFIC ANALYSIS TO BE SUBMITTED UNDER A SEPARATE COVER. NO. SHEET REVISION 0.92 4.36% 17.82 84.4% 4.3 (aft) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (aft) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). N, O,• \ 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT -OF -WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON -SITE OR DIRECTLY ADJACENT TO THE LOT ON 876 A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. 855 THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS, YARDS ADJACENT TO STREET: 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, BUILD -TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. x.,,1.1 COVERED PORCHES. BALCONIES. CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 11 THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAY APPROVE VARIATIONS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IN SECTION 8.5.5.3(b). 4,111%0) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(a) OF A SPECIAL USE PERMIT FOR OFF -SITE SIGNS IS WAIVED. OFF -SITE SIGNS WILL BE ALLOWED BY- RIGHT. 1.) THE REQUIREMENT OF SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGE OF 30 FEET HAS BEEN CONDITIONALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET. THE CONDITION IS THAT ANY SIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.16 (a &e) SWIMMING. GOLF & TENNIS CLUBS: REQUIREMENTS OF SECTION 5.1.16 (a &e) ARE WAIVED AND REPLACED WITH THE AMENITIES THE AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON MARCH 12, 2007: VARIATION ADMINISTRATIVELY GRANTED TO ALLOW FOR THE CONSTRUCTION OF A TWO -STORY GUARD SHACK ON ALBEMARLE PLACE'S PROPERTY ALONG THE EDGE OF ALBEMARLE PLACE /SPERRY PROPERTY LINE. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE, CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. BY DATE NO. SHEET REVISION BY DATE COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gatobu FROM: Wayne Cilimberg; Director of Planning DATE: May 16, 2011 RE. Albemarle Place (5tonefield) Preliminary Site Plan, March 21, 201 Determinations Under Section-a,5.5.3 Section 8.5.5.3 of the Zoning Ordinance allows the Director of Planning to allow a site plan to vary from an approved general development plan or code of development in the Neighborhood Model ? District if, among other provisions, the director determines that the variation is in general accord with the purpose and intent of the approved application plan and code. The 'following is an analysis of certain features previously identified or currently being requested to vary from the approved application plan and code as they relate to the current site plan (dated March 21, 2011). Features consistent with the plan and code or variations allowable under Section 8.5;5.3 are so noted. Theater Location and relationship to Hydraulic Road (Previously addressed in 5125106 variation) The proposed relocation of the theater from the southwest corner of the site to a location along Hydraulic Road east of Cedar Hilt Road varies from the application plan that prescribes townhouses along this portion of Hydraulic Road. The intent of the townhouses was to "activate" this edge of the project and provide a visible transition' from Hydraulic Road, an Entrance Corridor, to the back of the department store proposed in the application plan. Staff has previously indicated that the applicant needs to demonstrate that the proposed changes will be a'suitable design substitute for the townhouse units shown on the application plan, most particularly to the satisfaction of the ARB. This is an allowable variation provided that all AR8 conditions are complied with. Second Floor Uses (Previously addressed in 5/25106 Variation) The application plan illustrated uses on both the first floor and upper levels throughout the project. While vertical mixed use would be a positive and desirable feature of this development, it was not a' requirement of the application plan and code. Thus, the site plan is considered consistent. Bloch A (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt. 29 and Hydraulic Rd. in the initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block B (Previously tooted in 9128109 Advisory Comments) Parking lots adjacent to Rt. 29 in the initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block C (Previously noted in 9128/09 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above. Also, note that the Code of Development says minimum 2 stories (up to 5) except for restaurants, outdoor cafes and retail kiosks in Block C: Block E Note 3112/07 variation, if still applicable (attached). 4129111 Variation Requests: #s 1, 2 and 3 - ( :hanges to the location, design, layout, size and orientation of each plaza, civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and are permissible as depicted. #s 4, 5 and 6 - Modifications to allow for the width of sidewalks, planting strips and planters can be granted consi::ent with the findings under Section 8.5.5.3 (c.) as you have presented subject to: a minimum sidewalk width of 5' between planting strips /boxes and the interior edge of sidewalks, no parking overhangonto sidewalks in parking lots next to sidewalks; and all planting strips /boxes located between edge of street and sidewalk and a`,,minimum of 5 . #7 — Change to the design of 5tonefield Blvd. froma four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 85.5.3 (c.) as you have presented subject to County Engineer/VDOT approval based on applicable traffic studies. #8 — Change to the layout and orientation of parking spaces along4nglewood; Drive such that the spaces- are oriented perpendicular to Inglewood cannot be granted as Inglewood will function as a parallel street to the narrowed Stonefield Blvd. (see #7 above) and such parking is not in general accord with the purpose and intent of the approved rezoning for the Albemarle Place street system. Parallel parking is desired, but it is possible for angled parking to be considered under County regulations (provided this street is approved as a private street), dependent on'the impact of the angled parking to the functionality of the street based on applicable traffic studies. #9 — Modification of Main St design to allow curbless sections can be granted' consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County Engineer approval. #10 — .Allowance of 5tonefield Blvd, as the only road dedicated to public use within the project is an option permitted on pages 28 and 29 of the Code of Development under "Street Classifications' and is subject to review under applicable ordinance, provisions. #11 - Allowance of right -in turn from southbound Rt. 29 into Block B can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County Engineer/VDOT approval based on applicable traffic studies. #12 - Modification of the Block D and Block E boundaries is granted' consistent with the findings under Section 8.5.5.3 (c.) as you have presented and is permissible as depicted'. #13 — Allowance of six (6) story hotel as long as it is no taller than ninety (90) feet is granted consistent with the findings under Section 85.5.3 (c.) as you have presented and is permissible as depicted. #fi14 - Modification to allow for 5' minimum sidewalks along exterior of rear of some buildings can ? be granted consistent with the findings under Section B.5-S.3 (a) as you have presented subject to no parking overhang onto sidewalks in parking lots next to sidewalks. #15 — Changes to the width of the buffer area at the western edge of the project property to a minimum of 10' can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to compliance with the second paragraph on page 18 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. 5/13/11 Variation Request- Replacement of North and South New Main Streets between Buildings D i and D2 with a single road is granted consistent with the findings under Section 8.5.5.3 (c.) as presented and is permissible as depicted. Please note that development under this request is still subject to all other applicable zoning, site plan and building permit provisions and these variations do not supersede those requirements. 01P " l� tr z Y -i� kP'v ..0NAL EX. SYMBOL LEGEND NEW -- - BENCHMARK /FFE FINISHED FLOOR G BOLLARD 0 0 BORE HOLE 0 ADJACENT RIGHT -OF -WAY BUILDING COLUMN ❑D BUILDING COLUMN BUSH FORCEMAIN BOUNDARY PROPERTY LINE CABLE BOX BC N CEMETERY BOUNDARY RIGHT -OF -WAY — - - —R/W - - —R/W- ' ��_ CONIFEROUS TREE — — — — — — — — — FOC DECIDUOUS TREE R/W RIGHT OF WAY DRAINAGE INLET GRATE CATV OVERHEAD GALV DRILL HOLE Q {D ELECTRIC PANEL BOX QQ [E-1 ELECTRIC PEDESTAL ❑E D/0 ELECTRIC TRANSFORMER 1_11 �E ELECTRIC MAN HOLE EASEMENT CONSTRUCTION AND GRADING STORM DRAIN FIRE HYDRANT EASEMENT SLOPE b FLAG POLE d' © GAS MAN HOLE EASEMENT STORM �M GAS METER ®M STAINLESS STEEL GAS VALVE EASEMENT UTILITIES D GENERATOR EASEMENT WATER / GROUND LIGHT FENCE BARBED WIRE ID GUY POLE -<D GUARD RAIL HANDICAPPED PARKING; CENTER LINE [HI HEAT PUMP FENCE CHAIN LINK 0 IRON PIN 0 IPS LIGHT POLE �-•r Qa❑ CMP LIGHT POLE (WALL MOUNTED) D 16, MAILBOX GAS UNDER GROUND 0 MONITORING WELL TOP OF BANK ■ MONUMENT FOUND ELECTRIC OVERHEAD El MONUMENT SET El 8 PANEL POINT 8 CPP POWER METER LF RAILROAD CENTERLINE POWER POLE 0 0 ROAD SIGN - -� TS &V SANITARY CLEAN OUT PAVEMENT ASPHALT _5-) SANITARY SEWER MAN HOLE MANHOLE 61 SIAMESE CONNECTION DIA --- SIGN NORTH BOUND LANE 0 SPRINKLER HEAD SANITARY SEWER SAN STORM DRAIN MAN HOLE STORM SEWER UON TRAFFIC LIGHT POLE ❑o T) TELEPHONE MAN HOLE' CT — - TELEPHONE PEDESTAL ELEC -e- TELEPHONE POLE $ EKI TELEPHONE JUNCTION BOX -- OHM O B M 6 TEST PIT U(SU - MGM Z TRAFFIC CONTROL BOX 0 C� TRAFFIC JUNCTION BOX - - - 0 TRAVERSE 0 EQUIPMENT UTILITY MARKER POST O EL UTILITY POLE EQPT EQUIPMENT VENT PIPE Q (� WATER MAN HOLE ESMT ArE 914 WATER METER POLYVINYL CHLORIDE WJ WATER VALVE WV 6� WELL PAVEMENT YDS YARDS YARD GRATE Wd _54M ENGINEERS SURVEYORS PLANNERS AsSOCIATES www.w%associates.net EXISTING LINETYPE LEGEND NEW -- - BUILDING OVERHEAD FINISHED FLOOR R= ADJACENT PROPERTY LINE AHD AHEAD FH — - - —R /W— - - —R /W— ADJACENT RIGHT -OF -WAY — - - —R/W— - - R /W- - - BUILDING COLUMN - - FORCEMAIN BOUNDARY PROPERTY LINE REQUIRED BC BACK OF CURB — - - —R/W - - —R/W— BOUNDARY RIGHT -OF -WAY — - - —R/W - - —R/W- - -- BUILDING SETBACK — — — — — — — — — FOC BUSH LINE R/W RIGHT OF WAY OHCT OHCT CATV OVERHEAD GALV M G C T UGCT CATV UNDER GROUND SANITARY SEWER OHT OHT TELEPHONE OVERHEAD GV MGT MGT TELEPHONE UNDER GROUND SOUTH BOUND LANE > > - DITCH CENTER LINE > > > - EASEMENT CONSTRUCTION AND GRADING STORM DRAIN - EASEMENT SLOPE HC - EASEMENT SANITARY SEWER - - EASEMENT STORM HDPE - EASEMENT STORMWATER MANAGEMENT STAINLESS STEEL - EASEMENT UTILITIES HK HOOK EASEMENT WATER SANITARY SEWER MANHOLE X X x x FENCE BARBED WIRE ID r ;�- - - -- GUARD RAIL CENTER LINE INV — FENCE CHAIN LINK - -�� FENCE WOOD IPS 1--I STL STEEL CMP CORRUGATED METAL PIPE FENCE WOVEN WIRE IRON PIN FOUND -- GAS GAS GAS UNDER GROUND CO TOB - TOB TOP OF BANK TOB TOB O H E O H E ELECTRIC OVERHEAD CONIC L11 UGE I ELECTRIC UNDER GROUND LATERAL TBR - CPP CORRUGATED PLASTIC PIPE LF RAILROAD CENTERLINE TIC TOP OF CURB - -- CUBIC YARDS - STREAM CENTERLINE TS &V TAPPING SLEEVE AND VALVE PAVEMENT ASPHALT DUCTILE IRON MH MANHOLE - ROAD CENTERLINE DIA S M S EM - SANITARY FORCEMAIN NORTH BOUND LANE UG - SA�� SAIvJ SANITARY SEWER SAN O1 =4 ,, <. k STORM SEWER UON UNLESS OTHERWISE NOTED - - TOPO MAJOR CONTOUR NTS NOT TO SCALE — - TOPO MINOR CONTOUR ELEC ELECTRIC O.C. TREELINE . . . . . . • • . . . . . . . . . . . . - -- OHM O B M UTILITY OVERHEAD PE U(SU - MGM UTILITY UNDER GROUND WATER W - W - WATERLINE W W - - - WETLAND LIMITS WATER LINE ABBREVIATIONS AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR R= RADIUS AHD AHEAD FH FIRE HYDRANT RCP REINFORCED CONCRETE PIPE ARV AIR RELEASE VALVE FM FORCEMAIN REQ'D REQUIRED BC BACK OF CURB FL FLUORIDE RT RIGHT BF BLIND FLANGE FOC FACE OF CURB R/W RIGHT OF WAY BFF BASEMENT FINISHED FLOOR GALV GALVANIZED SAN SANITARY SEWER BM BENCH MARK GV GATE VALVE SBL SOUTH BOUND LANE BK BACK HB HORIZONTAL BEND SD STORM DRAIN BOV BLOW OFF VALVE HC HANDICAP SQ SQUARE CAN CABLE TELEVISION HDPE HIGH DENSITY POLYETHELENE S.S. STAINLESS STEEL CG CURB & GUTTER HK HOOK SSMH SANITARY SEWER MANHOLE CIP CAST IRON PIPE ID INNER DIAMETER STA STATION CENTER LINE INV INVERT STD STANDARD C.L. CHAIN LINK IPS IRON PIN SET STL STEEL CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND SW SIDEWALK CO CLEAN OUT JB JUNCTION BOX TBA TO BE ABANDONED CONIC CONCRETE LAT LATERAL TBR TO BE REMOVED CPP CORRUGATED PLASTIC PIPE LF LINEAR FEET TIC TOP OF CURB CY CUBIC YARDS LT LEFT TS &V TAPPING SLEEVE AND VALVE D.I. DUCTILE IRON MH MANHOLE TYP TYPICAL DIA DIAMETER NBL NORTH BOUND LANE UG UNDERGROUND DIP DUCTILE IRON PIPE NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND ELEC ELECTRIC O.C. ON CENTER VHD VEHICLES PER DAY EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER EOTL EDGE OF TRAVEL LANE PGL PROFILE GRADE LINE WL WATER LINE EQPT EQUIPMENT PROP PROPOSED WM WATER METER EQPT EQUIPMENT PS PLANTED STONE FOUND WT WATERTIGHT ESMT EASEMENT PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC Mr)TPc• PVMT PAVEMENT YDS YARDS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. DESIGNED BY: HFW DRAWN BY: REG DIHR BY: HFW WWA NUMBER: 213042.03 PROJECT: STONEFIELD BLOCKS F & G INITIAL SITE PLAN ALBEMARLE COUNTY, VA TITLE: GENERAL NOTES, ABBREVIATIONS & LEGEND FILE NAME: DISCIPLINE: SCALE. DATE: 304203C- ND -2.dwg CML H: N/A 6 -24 -13 SET REV. NO. DRAWING NUMBER: C -3 SHEET NUMBER: 3of13 (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE E PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I T NOTES FOR PRIVATE ROADS: (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) ONDITIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC Difference- - %of Change RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF _ 5.74% B TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 454,808.39 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL 30,728.53 TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY GOVERN. OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE 8.71% AND WATER LINES, ETC. DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL 73,422.46 T OF ENGINEERING (296-5861) 48 F GOVERN. HOURS IN ADVANCE OF THE START OF CONSTRUCTION. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO . 420,873.09 OF ROADSIDE DITCHES. CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST I ,, P FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA I I I F ENGINEERING (296-5861) 48 HOURS IN STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). VALVES ON DEkD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN -___ t � , , , 1, RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO , I 1 p BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER - ____ ­______­- 1, � CURRENT SPECIFICATIONS CAVATION CONSTRUCTION. BACKFLOW PREVENTION REQUIRED. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE _'P � P _­_­,_,_______,­ ­,­____ --- 11r­__1­1111­ 1­11­11­ .... 1,­ ___ , I "I'l--i-111 ... . ........ . , i fllub�c­ " ,bijes ond InAustru , I p � 1, I P 1 P ,,, ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CEIR TESTS STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL BGRADE SOIL. THREE (3) COPIES OF THE 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN MITTED TO THE COUNTY. IF A 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES � 1 4 SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A � i ! I SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 1 i I p i i IT I EST RESULTS FOR APPROVAL 11 �� 1 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED � t � 1 � 1 pumping- s;tatiotwaud Ott likv, o-�"e,d ao&cmerw"t n?j Ii�� thAz i ,',,,I I � i , 5. AND MULCHED. THE'MAXIMUM ALLOWABLE SLOPE IS 2:1 2. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CEIR TESTS � I � I i i I T ARE TO BE ACHIEVED. i Retail rfursefie'& and aff��I!hcjtuws ' ',, ��, � ­11-111- ­­11 I—— __ ___________.___,________,_4 --- ! --P,-, � ... 1 _L1_4 - , 'Ez,�W­__ ­­­, 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED Sales Vic,: f � _.�5-,qcjal - t4��,� � v I V I, 1 0 � , ---"-' , ­­­ .... . ..... ­."""', ,k) �!��,,!�ls 'M with r,ql��Ir4tL _11-111­ ­­11 ­­­.1­­-- ________,_,11111- , THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE CEIR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT _y� ...... - -­- P TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. ­­ _§A!�LL)flll�j, - - - �L 11 ____ .. . ....... -------�----�""",.""�,,�i�-I'lI ..... �"il�-�ll,�-11�-11.1l.l.l..�.�-11�,�-1- 'c " i P ", "whao! � P P j P I 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. --""-" "��----9,tAL��-t��.Lili$.,��in�,��tif2n--,�",----�--",-,"-,-"�-",-�,�",,--"--"��,�- 1Sv��onal =4 perindiv eivuv,� iAxh as holiday festivals, tonnnuorly T__ _­i-11 ­­11-_ . � 7 I - EATMENTS WILL BE FIELD DETERMINED AT I I THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND 3. REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE I � cwrits to br, Conducted �! vare �&tre,ets � ; I I I 1 MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS ACCOMMODATE THESE METERS, METER LIDS WILL - ___ 4 � ­.", ­'____­­­­ _,", ­_______ I SP Sp � SP S. - k W_ i -----i�-,��m,�-r--tr��,�r",V,C-T,tt,,�-11-1111-"----.--,--.��---�-----,-,,,,,,-,--�.-,- _­­­­­�1 DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE SIP REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO, ARE TO BE ACHIEVED. THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE INCREASED TO SEVEN (7) FEET. ENTERING THE IBOX PRIOR TO METER INSTALLATION. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL P P i I I'll, , , -1-1-i DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL i Or 5UNii,%,I,SitiliLtLlt---,-,".","..:�,."-","� � I " � A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND 11. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND P OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, nr _____�'Ll!lor� � --I-,-,----,- ­­­­­_,__ ---I---. 1-�--l�,��..�ll.�11---�,��'ll'-"I'll�'I ... ­­­ -­1L­­­.­ I I � ,!"k;,�!�l - fre(�, -11, I-, � I - 1_­ 'r Construction uAe,,.� K 4-1- �­_­,___ � 1, I""' APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME IS DEEMED NECESSARY. AREA THAT THE CERTIFICATION APPLIES TO. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF ... p .. ..... ,,�_! i 1) 1 - �i__�___i PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION r SITE STREETS. V 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH 0i I I . i I �)�q�, ­_­ ...... -",-I- � ___ L__ ___-.-,_­,­ ..... ­­.:.11: ..... . . .... .. ­_­_--­­- ­­ 4.1111111- ­ L AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION 2 ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE C.) _-1-11 ALLOWED. 11 � I �� � j � ! 5, [,I �)r z I 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME 2 L­1�-­--__­_­­ . ........... ­­ ........ . ___­ ____� ­1­111-1-11,1111-1 ­111-1-1111 ,�l."""-..-""Iil""""""""II . , L_ ........ . i'L __ , &t" I SP I Sp Sp � , " V Lu�,!��s_� �t _1)L5_tt_iba1 Of n ... ­_1 ------- ___:______­_1_1_ _______,__ . SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET C14 8 INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO, In 2. "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE -11 . r_ I DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A. B OR C). DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS 10 CL 10. UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT , q) VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE i*z' PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE .L3 PLANS SHALL BE NULL AND VOID. 10_� 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES -S SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF n 0 THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEW C�11 12. ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES R 4. SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL C4 STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON DEVICES 1-11 8 THE CATEGORY OF ROAD DESIGN. 40 13. a 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, "D I DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, e SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE 0 C 0 -4� to 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE ALLOWED. (0 C 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) 4) �] - ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER D THEIR INSTALLATION SHALL CONFORM TO C*1 * "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON 0 n BOTH SIDES. CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE T_ C4 PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF 1­1 CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2008-003 SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED :� - i LI (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) ONDITIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS 4. Amendment Difference- - %of Change UTILITY- (1-800-552-7001) PRIOR TO BEGINNING CONSTRUCTION. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC 14,159.21 _ 5.74% B RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A 5. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF * 46.16% PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 454,808.39 COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE 30,728.53 TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY D OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS 500,559.62 REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 8.71% AND WATER LINES, ETC. 550,524.65 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL 73,422.46 13.34% F GOVERN. 6. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE . 420,873.09 OF ROADSIDE DITCHES. . 151,712.34 DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST I ,, P � A,V, i �i i I � , , , i_,____LiT;!,�!,�_� � ,�', � , , , , ! i ­1111­� , I I I F ENGINEERING (296-5861) 48 HOURS IN 7. VALVES ON DEkD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE . . . .......... jlr­­­�_­_� P � , I --- 1­1__ ADVANCE OF THE START OF CONSTRUCTION. -___ t � , , , 1, RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO , I 1 p , , ........ t � "NiVANSCIT(WIS, I � 14 � � i --��,-"�'I'll'.��,�,�'ll",��,�1.1�ll,�ll,",--I 11 � P I P � I - ____ ­______­- 1, � CURRENT SPECIFICATIONS CAVATION 8. BACKFLOW PREVENTION REQUIRED. � , FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA _'P � P _­_­,_,_______,­ ­,­____ --- 11r­__1­1111­ 1­11­11­ .... 1,­ ___ , I "I'l--i-111 ... . ........ . , i fllub�c­ " ,bijes ond InAustru , I p � 1, I P 1 P ,,, _ .... � ..... ... __4_7_111 P : STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL UTILITY NOTES 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN 1. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES � 1 4 ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST � i ! I SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT I 1, ; � BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 1 i I p i i WHERE THE L114E IS IN A PUBLIC ROAD RIGHT-OF-WAY. 11 �� 1 CONSTRUCTION. � 4 1 � . 3 1 � t � 1 � 1 pumping- s;tatiotwaud Ott likv, o-�"e,d ao&cmerw"t n?j Ii�� thAz i ,',,,I I � i , 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE 2. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER � � I ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CEIR TESTS � I � I i i I CULVERTS OR 8* SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2- i Retail rfursefie'& and aff��I!hcjtuws ' ',, ��, � ­11-111- ­­11 I—— __ ___________.___,________,_4 --- ! --P,-, � ... 1 _L1_4 - , 'Ez,�W­__ ­­­, GRADE SOIL. THREE (3) COPIES OF THE TEST .. 11 THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED Sales Vic,: f � _.�5-,qcjal - t4��,� � v I V I, 1 0 � , ---"-' , ­­­ .... . ..... ­."""', ,k) �!��,,!�ls 'M with r,ql��Ir4tL _11-111­ ­­11 ­­­.1­­-- ________,_,11111- , RESULTS SHALL BE SUBM17TED TO THE COUNTY. IF A SUBGRADE SOIL BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE _� - � --------- - +____.__ -­­­1­-­' . I 1 � � 1, __­_ �req,catf!wf�t!�4wrp yl�tjg: and vellict�cs i � 11 I CEIR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT _y� ...... - -­- P AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT ­­ _§A!�LL)flll�j, - - - �L 11 ____ .. . ....... -------�----�""",.""�,,�i�-I'lI ..... �"il�-�ll,�-11�-11.1l.l.l..�.�-11�,�-1- 'c " i P ", "whao! � P P j P I DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH _ ... � ...... IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. --""-" "��----9,tAL��-t��.Lili$.,��in�,��tif2n--,�",----�--",-,"-,-"�-",-�,�",,--"--"��,�- 1Sv��onal =4 perindiv eivuv,� iAxh as holiday festivals, tonnnuorly T__ _­i-11 ­­11-_ . � 7 I - THE TEST RESULTS FOR APPROVAL. I I 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND 3. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY I � cwrits to br, Conducted �! vare �&tre,ets � ; I I I 1 MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 ACCOMMODATE THESE METERS, METER LIDS WILL - ___ 4 � ­.", ­'____­­­­ _,", ­_______ I SP Sp � SP S. - k W_ i -----i�-,��m,�-r--tr��,�r",V,C-T,tt,,�-11-1111-"----.--,--.��---�-----,-,,,,,,-,--�.-,- _­­­­­�1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SIP REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND � , - I I I - - - - � , , I tank _s,atts and rclaWd sm-imi, ; '.1- ARE TO BE ACHIEVED. ROVIDED TO PREVENT DEBRIS FROM 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE Ll_ ENTERING THE IBOX PRIOR TO METER INSTALLATION. I , a fk" j j ,,, I i ��,E�21:11;11!0 , ''al , _� I ­IML 1-T _)Si��, q,tLmi ( rf,,,terq�c 41 " 51,41) P` I'll, I- =�__,__. -.1­111- M1.1.1"--] ­LL'_ 91. I -, PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE P P i I I'll, , , -1-1-i I I -Stofunvalm gnanagerivnit fazilitivs stuml on,411 approved Nral Mte P 1 T I I � P j P � P BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO 4. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED i Or 5UNii,%,I,SitiliLtLlt---,-,".","..:�,."-","� � I " � A BOUNDARY LINE OR A NATURAL WATERCOURSE. THE CONTRACTOR FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND ­11.11- ,plan ...... :, __ ____ ___- 41111- - , ,�� I_- � , I T -,v-- I I . .... ii ...... - - or athicinc, facitity I ; �M, 11 . � It ,,, �gnni,s ��--�1-1-1--l""'--,'.'--�r--�,-.-I'l-�-��-�,.-�-..�'-�.��-,.,I.I.-I.I SHALL FIELD VERIFY THE LENGTH OF ALL STORM DRAINAGE PIPE. APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND P PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT _____�'Ll!lor� � --I-,-,----,- ­­­­­_,__ ---I---. 1-�--l�,��..�ll.�11---�,��'ll'-"I'll�'I ... ­­­ -­1L­­­.­ I I � ,!"k;,�!�l - fre(�, -11, I-, � I - 1_­ 'r Construction uAe,,.� K 4-1- �­_­,___ � 1, I""' APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME !,'_,_1,_ AREA THAT THE CERTIFICATION APPLIES TO. - . _ ____ __L__.__r _ _,_� '',''"'I'll, ,__ I I r - ---- i I 'fien r �� - -11 "I ­� ,Ll!,�P��,,�!�Iqial Ino"Ibite homes (reference, ��,, ,) p _Y P �, I� �� ­­_­_____1.1__________ __.___� 1-i-_+�­­­1 I � _i;_t-_p OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT ... p .. ..... ,,�_! i 1) 1 - �i__�___i ,� V�ncrirtary oftice, and i, ta P , 1--­­­ '­­­_­­­­_.___-_ ­_­­�!_TL!1___­ 1� I I ­111111'__.________ � -;--t-.�p--,--,:-��,�"I..".�II.I.-i�",--"�1-4111""�,�,-"��� A � 1 1 S* , Visual utho hoilre" sales- , � P LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR SITE PLAN NOTES ,an(,), i , I I ,L 11.!­1___3 _­11111-111-1-1-1-111-- 1­­ ...... 111-1-1,11-1­1141111- ­ ­-.11.1 ­_ '- , � ',V,, I I I I se f4cilitics nol firr"IltitxI. and'i, uxo,011 24-11 W-ference 1 I" i I OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED � � ­_- , ; I . i I �)�q�, ­_­ ...... -",-I- � ___ L__ ___-.-,_­,­ ..... ­­.:.11: ..... . . .... .. ­_­_--­­- ­­ 4.1111111- ­ L NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND � I � I Vk'a, ; ,pside &TInds - wglruklcs iftul agTiculuiral Frodoce k,rerereflct,�, 11 I � . I I P 1 P P P FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF _-1-11 VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND 11 � I �� � j � ! 5, [,I �)r z I GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO If SPECIFICATIONS. L­1�-­--__­_­­ . ........... ­­ ........ . ___­ ____� ­1­111-1-11,1111-1 ­111-1-1111 ,�l."""-..-""Iil""""""""II . , L_ ........ . i'L __ , &t" I SP I Sp Sp � , " V Lu�,!��s_� �t _1)L5_tt_iba1 Of n ... ­_1 ------- ___:______­_1_1_ _______,__ . SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A. B OR C). CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. PLAN. 11. PAVED, RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS COVERS TO REIMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 12. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. THE CATEGORY OF ROAD DESIGN. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, ARE TO BE PRIVATELY OWNED AND MAINTAINED. SHALL BE STRICTLY ADHERED TO. THE CROSS SLOPE SHALL BE MAINTAINED AS SHOWN ON THE PLANS. EXCEPTIONS WILL NOT BE 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE ALLOWED. CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 14. ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGNS, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER D THEIR INSTALLATION SHALL CONFORM TO ALBEMARLE COUNTY CODES. "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON ORDINANCE AND MANLIAL* AND THE MANUAL FOR UNIFORM TRAFFIC BOTH SIDES. CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2008-003 SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED WHICH WAS APPROVED BY THE BOARD OF SUPERVISORS ON AUGUST 4, 2010. LIMIT SIGNS ARE TO BE DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 17. USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS. 18. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH-DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE LD A PRE-CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE JOB SITE DURING THE INITIAL PIPE INSTALLATION. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE OT NECESSARILY SHOWN ON WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. NO. I SHEET REVISION I BY I DATE I NO. SHEET REVISION SITE PLAN NOTES (CONTINUED) 9. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED T PLUMBING CODE. L SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 11. SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. 12. THE BUILDING OUTLINES SHOWN ON THIS SITE PLAN ARE BUILDING ENVELOPES. THEY TRUE SIZE AND SHAPE OF THE BUILDING. ACTUAL BUILDING DIMENSIONS AND FACADES WILL BE SHOWN ON FINAL SITE PLANS. 13. ZMA AND COUNTY CODE LANDSCAPE REQUIREMENTS WILL BE MET WITH THE FINAL SITE PLAN. 14. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND LL COMPLY WITH THE '2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X*, AREAS OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND As SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0278-D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. . 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: NAD-83 6. VERTICAL DATUM: NAVD 88 7. ADEQUATE STORMWATER MANAGEMENT WILL BE PROVIDED. REVISIONS TO THE ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WPO2010-00023) ARE SHOWN AS PART OF THIS PLAN. CALCULATIONS AND DETAILS FOR THE UNDERGROUND DETENTION SYSTEM SHOWN WILL BE PROVIDED ON THE FINAL SITE PLAN. 8. STORMFILTER AND VORTECHS UNITS SHOWN FOR WATER QUALITY PROVIDE A 60% POLLUTANT REMOVAL RATE. MEASURES REQUIRED TO ACHIEVE ADDITIONAL POLLUTANT REMOVAL WILL BE SHOWN ON THE FINAL SITE PLAN FOR THIS DEVELOPMENT. 9. ADDITIONAL LIGHTING WILL BE SHOWN ON THE FINAL SITE PLAN. 10. ALL PROPOSED DESIGN IN THIS SITE PLAN IS SUBJECT TO FINAL ENGINEERING AND GRADING. 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I , , '__-, � . . ....... _­_,.,­.­­-- ­­_,L_­_ Attachment F I BY I DATE OP -P,N ,� , � V-4 ­A­_ - %Pp / (0 - -,- ,H.? , P, 11t '�� k "ONAL . , - 5 �-"�,�,-----,��----.----------- ____ .... . . ....... . _____ ...... ______________ -,�--------.--�--�----,--"-"�.,-,--�,.,---",�,,�,�-'i CODE OF DfVFLOPN4FNj� A11PENDIIN A - Poratitted/Prohibi Us �1�1"� _', ""'. - ­­ ..... 1.1-1-i , i L... .......... �-��-,��--,,---L-�-----�,---�,-,--�-�---"-,---"-,-� ____ . ......... ­.1-11­ 11­­___­ ­__­ .... ... ­1" __' � 1 I �, October 15-2003 (revised ----------- -- �� 201 (I) I 1 *'V,114��gttl twd usts by bkx*', sp-ty,w,$ that Ind bcapplied kir via'.S'ptm-al Usc pwrac, H, ink - Uso pf-calibitel'i wilhin blo4,,� I , I V 1 14 ,� � * � I � Tilt! stjilaue f6ow�,�,rs I'm al) usv.�i �,lujded irr dn's table "shall counf, urwat&s dre n't'-61 ifornoll f,frdn� non-reffiftential, ,,�'+wre fclolag,Q 1 . � maximum cstahlished in t1c C"ode ofil ,�qj2rqrl " -ws I'Alle", � _____� -SL- q ­­ ... _­ ,____,__.____� -_ L !��,!� 'l,,T,� .1111_­,­,r . ...... � ... ­1"', ... ... .... , I � I i , 11 ______±1_4wk1 �_Lq!_,T_ ___ - � i 7 11 I �_,f r ....... - ,f ­r­_'_­_,__1T_,1,"_, - "'.."'," i tllvt�k � A I � (-' � 11 . 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I _',___'L,__,_ - Motor 1,,clnck, i � - ­­,_­ ___111 I � I , ____.,_____!5 _44I�L, s ' j I'll, jtryjot und rewal � I SP �P Sp I SIP sill - ____'_"______1­1 1-11111 �­--�-­­­ �­­­­ ­_ ­_­ . ...... . ----,.,, Musical iw�arurnmt sale� I I, , 11 11 P P _­ --i", -­"" - _ , _,____,___.'_ ......... -,--,�-.,�-,�--------,--,."-".",,,,,,,,�,,� __�­111111111 11 ­­_ _____]_'__,_______.. - ­­11­ _ I " "' 11 -��si�A�L"L�o-tiy!�,p��q,-;-,-�Ll'��-,-,,,,--,,-,,� . ...... � - - ---- � ....... __________ � P � P P P P I P P 11 , __ - ­__,", _ ­,I I- ­,f_1_1­_F_1.1t___T__, - , , ? _� j�.I, " Ita�,--,,,,,,--,,,,,.-,-----.-,--,�,,,..,,.,., f I.` �� vi�f x,�,,!!L- _­,­­­­.4",­�r_ ­_r_ ...... 4 ... ... �,,,I�""�""�i�.",-,"Ir""I ... 1,�",.--,,,,,",,,.,.,.,...,.,.,.,",,�,,,,,,,,,,,,�'r,.",-�,_,�",-,- - " I � . u j : I �'_'11_i , NewsMwrds, ilia ules! anti tolm I , i , P � ___ - r I , ; " � � , � . E4�-------P?L-L",-"�,--,-�s'l��",� 2r',__________,___,1 .... !,_1­1 ­'11'r_ ... Y_,�__,�_� ......... .... _1___.__ 11_­_____ ­r"! , 00ru,r� and, buAlress frutholes sale� Andsfr� ke P i I I 1, I i�----,�i...-"--"-,------,"�'��1-111.11,�--""-".�"",-.,,.- -""I-,-,-�,""�--,�,-��",-�-,-- _�,P__L___P.11­11,11� i I , 11111­1j111­_­J11 I w� � A� d4 � ENGINEERS SURVEYORS 29PLANNERS AsSOCIATES www.wv,2sgoriates.net ZMA to Amendment Block Comparison Block ZMA Amendment Difference- - %of Change A 246,577.72 260,736.93 14,159.21 _ 5.74% B 145,633.40 212,854.27 67,220.87 * 46.16% C 454,808.39 424,079.86 30,728.53 6.76% D 460,439.43 500,559.62 40,120.19 8.71% E 550,524.65 477,102.19 73,422.46 13.34% F 510,160.21 643,379.71 133,219.50 ** 26.11% . G . 420,873.09 269,160.75 . 151,712.34 * 36.05% __, NOTES: * AS NOTED ON PAGE EIGHT OF THE CODE OF DEVELOPMENT -THUS, FLEXIBILITY IN THE CODE OF DEVELOPMENT IS PROVIDED TO PERMIT THE EXACT BOUNDARIES OF ACREAGE OF EACH BLOCK TO BE INCREASED OR DECREASED AT THE SITE PLAN OR SUBDIVISION STAGE BY AN AMOUNT NOT TO EXCEED FIFTEEN PERCENT (15%) OF THE GROSS LAND AREA OF THE LARGER BLOCK IMPACTED BY EACH SUCH CHANGE." SINCE BLOCK B & G ARE THE SMALLEST OF BLOCKS IN THEIR CALCULATIONS THE 15% LIMIT DOES NOT APPLY. ** A REQUEST TO ALLOW THIS PERCENTAGE OF CHANGE WILL BE SUBM17TED TO THE COUNTY BY OTHERS. com`�'bf'iik' ...... V­',`F4­,,O ... P -M, , I'KNT" , , "A' "i P F N" � .............. ..... -"'----- -­-'­-­-­­ ­--­-­­­­ [111 ... �"'-'�"'-'-"'-"-""-',"-"�'"--"'-""----"--,�-",-�--,- � �..-.--",.,"".,"-�.,�,,�"--,� ... ­­TIN A - Permittod/Proh, thited 11-sscs -, ,, ­­1­111 � .P,��"Pj!!F�',� ­­­­ __ , - ,� I � ­­ 1­11-1­­___� " 00ober 15. 200-1 (ir-evised - - --- ­__--t 2o,to) I -, "i .. 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P 1 _____�'Ll!lor� � --I-,-,----,- ­­­­­_,__ ---I---. 1-�--l�,��..�ll.�11---�,��'ll'-"I'll�'I ... ­­­ -­1L­­­.­ I I � ,!"k;,�!�l - fre(�, -11, I-, � I - 1_­ 'r Construction uAe,,.� K 4-1- �­_­,___ � 1, I""' ...... ­­11-1-1 1 1 �__ !,'_,_1,_ . . . ...... q - . _ ____ __L__.__r _ _,_� '',''"'I'll, ,__ I I r - ---- i I 'fien r �� - -11 "I ­� ,Ll!,�P��,,�!�Iqial Ino"Ibite homes (reference, ��,, ,) p _Y P �, I� �� ­­_­_____1.1__________ __.___� 1-i-_+�­­­1 I � _i;_t-_p ... ........ . ... � 1�' ` , .... ...... . ... p .. ..... ,,�_! i 1) 1 - �i__�___i ,� V�ncrirtary oftice, and i, ta P , 1--­­­ '­­­_­­­­_.___-_ ­_­­�!_TL!1___­ 1� I I ­111111'__.________ � -;--t-.�p--,--,:-��,�"I..".�II.I.-i�",--"�1-4111""�,�,-"��� A � 1 1 S* , Visual utho hoilre" sales- , � P ; P I . p � ,an(,), i , I I ,L 11.!­1___3 _­11111-111-1-1-1-111-- 1­­ ...... 111-1-1,11-1­1141111- ­ ­-.11.1 ­_ '- , � ',V,, I I I I se f4cilitics nol firr"IltitxI. and'i, uxo,011 24-11 W-ference 1 I" i I , _1_.T11_____11_ , I � � ­_- , ; I . i I �)�q�, ­_­ ...... -",-I- � ___ L__ ___-.-,_­,­ ..... ­­.:.11: ..... . . .... .. ­_­_--­­- ­­ 4.1111111- ­ L - 1, __-__­­J- � �� ­­� � I � I Vk'a, ; ,pside &TInds - wglruklcs iftul agTiculuiral Frodoce k,rerereflct,�, 11 I � . I I P 1 P P P � 1p "I �� _-1-11 � �, 11 � I �� � j � ! 5, [,I �)r z I I I If P I L­1�-­--__­_­­ . ........... ­­ ........ . ___­ ____� ­1­111-1-11,1111-1 ­111-1-1111 ,�l."""-..-""Iil""""""""II . , L_ ........ . i'L __ , &t" I SP I Sp Sp � , " V Lu�,!��s_� �t _1)L5_tt_iba1 Of n ... ­_1 ------- ___:______­_1_1_ _______,__ . ­­­, 1.1.111,�,--'-"-___.,_,,.,,.,,,' I ; 4 SP i", SP � sP � ........ _____________! DESIGNED BY. PROJECT: PCs STONEFIELD BLOCKS F & G DRAWN BY. INITIAL SITE PLAN REG TITLE. D1HR BY. GENERAL NOTES HFIN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. -304203C-ND-3.dwg CML H:NIA 213042.03 V. NIA SET REV. NO. - DRAWING NUMBER: C-4 SHEET NUMBER: 4 of 13 O 3 g U� M O dN- O M c v a� cn c 0 0 N O V O O U N c O O c m W O N Ai v+ 3 x� W �I 0 0 / c v ci a� c 0 N O N O V W O V m c O C O W O N !E:. 3 0 U) O D 0 O M N i U y.. O U Z02 m C O W N ._*1 \ \, IQ ( v\ T ® l / / "_ PAVED ❑ / / ❑ _ I I (lI DDi=..O8 B . 7� � P❑IGO_ ❑ 4ZN> iR Fl- �� � ❑❑ J ❑ ❑ ❑L1Y `❑ - f / _ — - J - co ❑ ( I - � _ / ' /' !_— Cl ( G I ( = DI .B` . - i I I 5 I -__ - � _ I �-, = \❑ � \ � \ \ � �\ \❑ � \\\ \ - � . \ ( -FASPH PARKING 'I'VE ❑ 9g40 PG ZE NCF � SEMEN� \1 EC J TFIH LD - - - ___ - - - - ❑ h- _ ( —_ 6 - B ON "/r Ha s � ' OJ t2 I' Lei -- I ° � _ -- ❑ a �A PA) i� ❑ ❑ D. C'. /Jz ��L/n T u❑ I l ❑- °- -- -' = -__ __ i ❑� : y o, A ( - IO ' 'i _ = ❑ = —� ---_� — �_'.� —_ SIGN /'� s ` " . 2r l- �J / PLAT - / MAIL BOX 5 y 9 [fin n / /I 7'' I r CI' R I "(JA /f_ l \ V L/-7 ( ❑ ❑ 'ikKlN(,` / eswi ( -- '— _—._ �F, 1 / / I /V[,) ,�` / c+JAIN -/5 �7��• h�LJIDENM/L R% >l w� _ —� (, / -- - _ ( - -° � " °�� � a-z- `-- CumMONI A❑ i' °b F•v.l_.., ❑ C ( I - I _ ao "n SIO — r LI/ \ LOT D2 T ANSFORM R -J _ ( (6 �J I / �L, a \ rs 3 I o ° TMP 61W -5 -2 -- — _ U ❑ �� I J — -��❑ -❑ (� ❑ ,� / oa >o f� "ESF rEE ❑� ( "�I ( ALBENIARLE REALTY (E &A), LL(_ � `1 �_ � � I i '�, I � ( � —,� ❑❑ -�'- -! 1❑ -- _�� DB 4155 PG 384 �� �� � � � �❑ ��� T PARKIhIG I w / / / Y �� _ ❑ ❑I �0� DB 4135 PG 275 (PLAT) / ❑ ���/���//�//��1���//�❑/ ❑❑ I �- _ - -� ❑� ❑� 5.487 AC (ORIGINAL) ��((� /� �� I BRANS �m,E, ZONCD NMD - J v �� I - Ej oe . a., rd 93 - PArtxl G �— 3: p A J -❑ m m y✓ % -� N�N� -� ': --❑ bz d f ❑ i/1 _ o j - — /INGIZWOOD DRIVE � I 1 I i" I yIII -❑III) i - � - IIf I - IIII -III) — fh Hill \ V ` a -P V LOT E2 ` ( A A O D� 5 x -; ` ❑ I LC d M CFARLANE FIELD 4 165 ° - —> , ( ❑ , \ :\ ONED eb \ z 7 A .\ \, \,\ � ��� IS, L_ i y.: : \Y D 13� �^ I - I . L=J - V_ • v I- - — \ a 7 (. y . : <. ... -AR, �J - - , I tG'i v+YAb;; y --1 \ \: v_ � ITH , Aso :�A« \ \\ xxx Cj w — --- - - - - -_ / � (I ❑ I I I I � I I I I I I I I�I( I I I �� i I I +L11 DISTRICT AVENUE _ - I � DISTRICT AVENU E OAD � R0 AT J_LI1.1 -� -��❑ i ! I I � I I I I I I I_ 1 1 1�11_I❑ i I :.; ::..,,.::rc:o-o-o-o-o-o-o- >o-r.;e;xY: < >; »::.o:::;;; v :::::::::...... x. •:,.,. :..^ 1 •. -I, ::::::.;'::.o-.:::::.ro-o-Y; 3 �#>'.:: a:: isa>;`•: an ;,;: #i:i: #i:::`:i'iiii >: #iE: #i II � II r SCREENING WALL 25.0 BUFFER AND ' "' ' __FT THUHT Y� I \,:. c�s:s _— :::::::::::::::.:::YriY `:ut: ::: ..::Y.•ii i5::i::i +.t':Y.::t'ii'.:i' >. I_ I L z ' i'ii:`'ii:i #if #�i�ii '[;i a r # #^ — 1 :Y::Yn:;h' #;:`Z+o:!ii ii ii ii:YSii ii R:r•:r _. I ° / THE .. \ ,,. " \....... ° ° ❑ J B I xt;T AL 8 EM, R E PLC � ° nT z Nil I / o- „r rnrnas H. rackso” ' I CARP � BEI -7 P, 1 if / t„ b: U r .::::::::::::xcv:ao-;;i i'::::i::i:or.;'.r »::o-o- > » »;:::::::::..... ...::::,:a:. •:::.;:::::::. \.v.ux.::::::. ,..::::::'::::: aa: r Rom \ f / ASPHALT PAR - : / \ J N- f \ .. _ : _ -❑ boa. LI I H / - LEA -- -- r, Tt EXISTING BUILOHNG r'/n vi(win rcL`E - I I C - _ cent l ❑ GATE "n EIAPRAPn�c t — / ae 2 ez SIGPJ I ❑ If ❑' (� \ / — — — i - _ ` _ ❑__. . - f IINC TR BUILDING - jt jf if jf if jf jf i4 jf exunNc I — ' - - -- ' ❑ IN F CP,- ��� pro °F -- - A. P� :ra S 4 iJ� — _ _ ? ❑ EXTENSION _ — TMP 61w5 -19 _ -�� ru. RER, ❑ -- - N%C NORTHROP GRUMMAN T W 9B - - AR C TMP 61 WC1 O E °r °„ _ SYSTEMS CORP. I ❑ LL j1f sEMINOLE TRaiL PROPERTIES, LLC SON DRIVE ❑ ❑ — — — — — _ DB 959 PG 448 t - - jf f 24f jr FUTURE D.B. 998, PG. 438 ) J E N N DB 2715 PG 4 34 35 15 T D. B 207, ECG. 5 7 PLAT - L_ ., �,� - _ _ - A/C ZONED: a DEVELOPMENT ( / I _ - _ ❑ 2 N D, B. 4u PG. 4 i 5 PLAT (o LIGHT INDUSTRIAL �( ( _ 0 ( � ZONED LI - - LAND USE, INDUSTRIAL j t USE. NDUSTRIAL DVJANS(JN DRIVE��� '" � � � , '1f�0 I T f( d �- ❑ ❑� EXTEN N DISTRICT AVENUE - ( — — — W EXTENSION ❑ ( ''❑ Vi - I �- y - y I - aSrli PARnING - BzISnNG BUllowc � E ISTING i - 7i- BUILDING 0 S _.:aY:i::i::i::i::i::: >oY: N a. - 5.0 BUFFER AN VI` _ ; - SCREENING WA .4 : Z — % ,Gf / SNEp T :4 ❑ j: ` GA GP -< \ ❑ - _ _ ❑ /�� ASPH PARKING `` 25.0' BUFFER / ❑// /, ❑ ❑i ❑❑ C — \\ \ ❑ \ III k. a ❑ ° ✓, \ i _._ cam. ASPHALT Elli _ __ ❑c'/ / ��/ ❑ — — -- '/ \ ❑ PARf<I fIG ❑ ❑ III �v v � ❑y'7, , y '� , O. _ nN� ' ��❑ �o ❑ ❑N �� TMP 61 W3 - i ❑ [� i� ( v ri ❑L ,z ❑ �� �e v v �� ❑ ❑, �O./ ,� ❑ I EAAP LLC \ ❑ `.i' v:»ii - — _ —IJL�- s - -:` 9 L \ — / _ v �\ ❑� �❑❑ /o /�/ 21 �n o/: � �� ( ❑, U.�T4 /,C (CPI L V � _ 1ILLM11 I I I LH- I I lifi I I H11 LL-P ,M I \\ e SIGN HE OHE W -- - - - r kA - -- `� - — — —_ - T 3,. - -❑ - U SROUTC 29 2CMIfJOLE TRAILG— �eENeH MaRK - _ - - - -- - - - - - - - - - GA — — — — _ (R; w WIDTH VARIES) `_ — ITZON Roo — — — — — — — — — — — -- — — — IF THIS DRAWING IS A REDUCTION GAS ❑ ( - ( D FE. 101.3, Pc, 720 (R_AAi DEDICATI01� - - - _ _ - - - - - - -- - - - - - - - - - - - " - - d = - - - - GRAPHIC SCALE MUST BE US — n` bItPIAN a v -- - -- p HONG Mfi d L/-1 `J � ) � cr <c C p 8" _^ - __- _ _ - — �A - - - -- - - - - - - - -- - - - /a- - - - ❑ G S GAS 1 0' r �' ��- S S G SCALE: = 10 - - - - - > - , - - - - - - - LGC4T[ON OF -- _ - _ �_ - cz \ m ---°;c.� _ —__ °, —_- ❑ uc T �,, . o - _ S✓ - OLIL TR FEU ` - - - - - - - - - - _ - - - _ - - - - _ - - - _ - _ ONTROLWIR" E - - - -- --- - - -- - - - - - -- - - - - - -- - .. - - -- - - -- - - -- - -- -- -_PNO CONOU / - - - -- - - - -- SIGN IGf _ ° ¢ \ — _� 1 _❑ 100' 0 100' SIGN ? V - > a v- - - +-- —�� !✓s) ( FO Lv z . «" " ❑ .�� Ii ❑ ❑, ©( �v /mil- - �G-F� - 1.1_,_,F0 — ❑° - ❑- _ `a .� J o- T - / U G C � of = oES,GNEPCs: SET REV. N0. PROJECT: STONEFIELD BLOCKS F G l ENGINEERS DRAWN BY: INITIAL SITE PLAN ` A SUfRVEYORS REG/f0 ALBEMARLE COUNTY, VA DRAWING NUMBER: ITE II � PLANNERS TITLE: DII-IR BY: OVERALL SITE PLAN C— 7 t` AsSOCIATES HFW O� /� � y ro sox 4119 3040 ANemore Square r1. SHEET N UMBER: a- 7 , Lynchburg, VA 24502 Ch lottegvifle,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ssl QNA L �� Phone: 434.316.6080 Phone:: 434.984.2700 213042.03 304203C_OVR. d wg CML H: 1 "- 60' s - 2 4 - 3 7 o f 13 aww.wwassociates,.net N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: N A Im UI ilzo cn MO CNI MU YJ -41.4 c: cl, C4 .-Il 0 C-0 0 `o FEI 0 (k- K\j -W \I 0 MATCH LIE DWG NO. C-9 NO. SHEET REVISION I/ 0 "WESTFIELD," 'SECTION 2 J 5-426 Fl LA 703, PC -7,32 PLAT --D.E. 697, PC T /0 x 6? p ov� A, D. S 70A, PG 517 PLAT D. 61). 712 PG �9 PLAT 70 NED R 10 AND R 1 -5) E, UTIL�T\ AND A 0 NA D 7)1 kg .43/ - - --1 -=- --- I -- i"g,"t- Z- �:- - S, --4 —510 N D�R W7'48 - 7 2, PC -NI —4 .3 r 3 3 -4- 7 -P AT v FL 1----USE: RESIDENTIAL ARKING) E�`�EM —J ­3 /,RF /FUT�. IKI �j 4, FIN t '6 ' ­�/ I H �O �l -6' T /t L-1 A -4 2 U-+� o- - T Br (o 46 2i-, -�oo /4- - F, B LL: �rt BW= 83 GH OIN A 4`) =475--3 47 018 - 65.-85 BW=4-7, 8f DRAINAG E 0MU'lY EASEMEN�T L PIS 5 717- 4�4 Q LIGHT F o I§ I =�, 1 4,\ 5 LE 0 Go 7* C-6 BW 6.25 cl �A . =482.' 39 , Y) 470 > 'w -Y -I lid" 00 CC) BENICHMARK SIGN 13 CHISELED 84 , . I . �t 7� --480-- --/ 0 Aj E PE "41 8 -- - X tW=49-84.4 2^2 SPE , �-D LIMIT SIGN �op SIGN 6 ol A� VLEIN IJE�� DISTRICT AVE ff IRS 25.0' BUFFER AND SCREENING WALL BY I DATE I NO. 00 C, -Ain, IR V17 N 10 imyl 484- HIGH POINT=5.72' TW=484.61 BW=478. IR EX 23' INGgL- 41,J5 PG D 4135 /P(3 Zi u EX\PERMA AWAGL D B 4\35 IIr A Paz: 18 I 20 W L Pill! EASEMLN 1 A (7 co 2 Z-0\ co i (Ty 20' (TYP). 21 gg.l TON OF H) R," L, Lu - STREET 19 C Ogg /RS c� H L. . SHEET REVISION 0 DR INA( E ESMT I 1 1-4 1 ovv=-toz..w/- I I I 10 11 D Pa-219 _ 12 WA ERLWE W -=-7=-W. 8" SANITARY SEWER SAN 7777- —482- F "o LOADING z A A Z, ;o 1 xxxxxi: w. 77 Ld Ld 9 j V) LL, ZI - * .-,. 30'� 4` c- 82 29 -- 0 I-Bot— 77= - - � f CY oplIn P, (o i�7.t -40 LOADING W---- vs 3 N 1 Ch U� O O C O a a� On ,'v_ 0 N O N O V r.. O U N C O y.+ O C m W O M N r DISTRICT AVE - -- -- — - -- - -- ___ BW= 7 .50 IRS IRS i' X25.0' BUFFER AND Rs SCREENING WALL IRS- - MAi✓H 1lNE DWG N6 C=8 NTERCOM Ca CCNC o = AC IRF a x— x N 'CCNC� N t SHEET REVISION i U ' y PO Box 4119 3040 Aveemore Square Pl. i— i— i , v v iv1 u L_ i . Lynchburg, VA 24502 ChulottEeftVA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: Sr ANAL E�yCs Phone: 434.316.6080 Phone:: 434.984.2700 304203C_SP -2. d w CML H : 1 "-30' 9 of 13 SHEET REVISION BY DATE .asgoelales.mel 213042.03 9 V. NIA 6 -24 -13 m 3 .o I a 0 0 / c 0 1 �M .V^ v I ,c 0 Ci 0 M N O V O O U m c 0 0) c a� W 0 N z 3 v °a UI 0 c 0 a m c 0 N 0 N v 0 U c 0 y W 0 N i ►� W z J W a 0 w a W a 6.00' SIDEWALK 2 2X 5.50 5.00' q_ OF TREE 6.00' SIDEWALK F 48.00' ACCESS EASEMENT VARIES z J 0.50' a z -12.00' 12.00' 12.00' 12.00' VARIES 10.00' a BUFFER a 50' 2.50' w w g o a L4 m z w W 2% 2%. 2% 2% 2% a w N 34.50' Z w w � Uzi �i1 0 ate. � m --- - - - - -- l;Nl q OF A SECTION TREE MC_SCALE: 1 " =110' DISTRICT AVE. ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 36.00' ACCESS EASEMENT 5.50' 0.50' 5.00' 12,00' 12 0' 12.00' 10.00' MIN. .50' 2.50' 10' LANDSCAPE AREA SPECIFIED IN C.O.D. TO BE DETAILED IN LANDSCAPE PLAN AND fl - 2X 2% 2% IN FINAL SITE PLAN. PGL q OF OF TREE B SECTION TREE _C C -11 SCALE: 1 " =10' DISTRICT AVE. ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 0.50' -9.00' - MIN. 6.50' 2% 24.00' ACCESS EASEWENT 12.00' A PGL 5.50' 12.0)0' 5.00' 6.00' SIDEWALK � 0.50' � 2.50' 2% q q OF OF TREE C SECTIONf TREE C -9 C -11 SCALE: 1 " =110' DISTRICT ,AVE. ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED, = 25 MPH POSTED SPEEDi = 25 MPH NO. I SHEET REVISION I BY I DATE I NO. SHEET REVISION TH Op NtONAL BY DATE q q OF OF TREE �D SECTION TREE �Zlj C_1 1 SCALE: 1 " =10' DISTRICT AVE. ROAD CLASSIFICATION = URBAN COLLECTOR DESIGN SPEED = 25 MPH POSTED SPEED = 25 MPH 18.00' 0.50' 0.50' CURB CURB 2X E SECTION ALLEY _C C -11 SCALE: 1"=10' 12.00'- 0.50' 0.50' CURB CURB 2% 6.00' SIDEWALK 10 F SECTION ALLEY Ml JI-1 SCALE: 1 " =10' NOTES: 1. THIS PAVEMENT SECTION REPRESENTS A PRELIMINARY DESIGN BASE[ ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY (MIN CBR =5 AND SSV =5), AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTIATED BY ACCEPTABLE TEST RESULTS OF THE SUBGRADE SOIL. CONTRACTOR SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER. APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 2. PRIME AND TACK COATS SHALL CONSIST OF A LIQUID ASPHALT MATERIAL AS PER VDOT STANDARDS, SHALL BE APPLIED FOR NEW ROADWAY CONSTRUCTION AT A RATE OF 0.4 GAL /SY OVER STONE, AND 0.1 GAL /SY OVER ASPHALT. 3. THE CBR OF THE SUBGRADE SOILS SHALL BE DETERMINED IN ACCORDANCE WITH "THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS" (DESIGNATION VTM -8). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY AND CBR TESTS FOR THE DESIGN OF NEW SUBDIVISION STREETS SHALL BE BASED ON THE FOLLOWING: (A) FOR STREETS LESS THAN 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TEST IS REQUIRED. (B) FOR STREETS 200 TO 500 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLES FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD. (C) FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY 500 FEET IN LENGTH, OR PORTION THEREOF, IS REQUIRED FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS. 4. SUBGRADE SHALL BE APPROVED BY VDOT INSPECTOR AND GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A 20 TON LOADED TANDEM WHEEL DUMP TRUCK IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER. AREAS THAT ARE SOFT AND EXHIBIT "PUMPING" SHALL BE UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH GRANULAR MATERIAL AND PROOF ROLLED AGAIN. PROCESS TO BE REPEATED UNTIL SUBGRADE APPROVED BY GEOTECHNICAL ENGINEER. - �������i W S,�M r 01 Mill LIGHT -DUTY PAVEMENT SECTION DETAIL - PARKING LOT AND SPACES NOT TO SCALE ENGINEERS SURVEYORS PLANNERS SSOCIATES PO Box 4119 3040 Aveemore Square Pl. Lynchburg, VA 24502 Charlotteesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates. met VARIES WIDTH PLANS •- • - • ON PLANS � �m� � � �- yam•"- 'Y�..�'�S �2. •tom• COMPACTED - �• "JI�IJ1: NOTES: 1. TO BE POURED D• T CLASS A3 CONCRETE. 2. DISTANCE BETWEEN SCOR • • EXCEED 5' IN LONGITUDINAL DIRECTION. SIDEWALK - DETAIL NOT TO SCALE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 10' 10' 0 10' DESIGNED BY. PROJECT: PCs STONEFIELD BLOCKS F & G DRAWN BY. INITIAL SITE PLAN REGIrd TITLE: ALBEMARLE COUNTY, VA DIHR BY. ROAD SECTIONS AND DETAILS HFW WWA NUMBER: FILE NAME: DISCIPLINE. SCALE. DATE: 213042.03 304203C_RD.dwg CML H: AS SHOWN 6 -24 -13 V. N/A SET REV. NO. DRAWING NUMBER: C -1 1 SHEET NUMBER: 11 of 13 ob 3 V Z U U� M O O M G O a a� c� c 0 0 N / O U y.+ O O U m G O N O G m W N O M N .l v► 3 'O 1 O v� 0 N O c 0 a a� to c 0 C O N / O U O O U O c O a� c m W 0 N 71