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Home My WebLink AboutWPO201400102 Plan - VSMP WPO VSMP 2015-02-253 v, w to ca v' 0 00 M J a C6 w N to .�c m v c I W 00 w N F7 SHEET N0. DRAWING N0. 1 OF 24 C -1 2 OF 24 C -2 3 OF 24 C -3 4 OF 24 C -4 5 OF 24 C -5 6 OF 24 C -6 7 OF 24 C -7 8 OF 24 C -8 9 OF 24 C -9 10 OF 24 C -10 11 OF 24 C -11 12 OF 24 C -12 13 OF 24 C -13 14 OF 24 C -14 15 OF 24 C -15 16 OF 24 C -16 17 OF 24 C -17 18 OF 24 C -18 19 OF 24 C -19 20 OF 24 C -20 21 OF 24 C -21 22 OF 24 C -22 23 OF 24 C -23 24 OF 24 C -24 APPENDIX (0.32 AC.) 1 OF 5 LT -1 2 OF 5 LS -1 3 OF 5 LS -2 4 OF 5 LS -3 5 OF 5 LS -4 TITLE COVER SHEET PROFFERS GENERAL NOTES, ABBREVIATIONS & LEGEND GENERAL NOTES GENERAL EARTHWORK NOTES EXISTING CONDITIONS & DEMOLITION PLAN SITE LAYOUT PLAN GRADING AND DRAINAGE PLAN WATER & SANITARY SEWER LAYOUT PLAN STORM SEWER PROFILES STORM DRAINAGE AREA MAP STORM DRAIN CALCULATIONS BMP ANALYSIS AREA MAP STORMWATER MANAGEMENT CALCULATIONS AND DETAILS DETAILS DETAILS DETAILS ACCESSIBLE ROUTE /HEAVY DUTY ASPHALT PLAN EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS EROSION AND SEDIMENT CONTROL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS LANDSCAPE DETAILS LIGHTING PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE DETAILS NOTES: DATE 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: PLANNING /ZONING • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NO.3 (WP02009- 00074) • ALBEMARLE PLACE /STORMWATER MANAGEMENT PLAN AMENDMENT N0.4 (WP02010- 00023) ARI3 • STONEFIELD BLOCKS F & G ROAD PLAN • STONEFIELD BLOCKS F & G FINAL SITE PLAN 2. THIS PLAN ASSUMES THAT THE IMPROVEMENTS ASSOCIATED WITH THE ABOVE REFERENCED PLANS HAVE SQ BEEN CONSTRUCTED AND THE SITE HAS BEEN STABILIZED. 3. THE STONEFIELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 4. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENTS FOR COMMERCIAL BUILDINGS FOR 1000:: THE STONEFIELD DEVELOPMENT ON BLOCK G. 5. THE DISTURBED AREA OF 4.6 ACRES REPRESENTED ON THIS PLAN IS COVERED BY GENERAL 16.6%, CONSTRUCTION PERMIT NUMBER VAR 100061. 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY, VIRGINIA 1' WPO 2014 -00102 ZMA # 2001 -0007 ZMA # 2008 -0003 ZMA # 2011 -004, ZMA # 2011-007 ZMA 2013 -00009 VICINITY MAP SCALE: 1 " =2000' AT,RFMART,F. COUNTY DF.PARTMF.NT APPROVAT.- APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONING ENGINEER INSPECTIONS ARI3 LAND USE SCHEDULE: DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION TOTAL PARCEL HEALTH DEPARTMENT SQ FT (21.08 AC.) TOTAL BLOCK G 210,807 SQ FT (4.84 AC.) 1000:: BUILDINGS (FOOTPRINT) 34,700 SQ FT (0.80 AC.) 16.6%, ROADS /PARKING 88,617 SQ FT (2.03 AC.) 42.0 -' GREEN SPACE 73,643 SQ FT (1.69 AC.) 34.9°x' CIVIC SPACE 13,847 SQ FT (0.32 AC.) 6.5 IMPERVIOUS AREA 137,164 SQ FT (3.15 AC.) 65.1 !�7 A VICINITY MAP SCALE: 1 " =2000' AT,RFMART,F. COUNTY DF.PARTMF.NT APPROVAT.- APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONING ENGINEER INSPECTIONS ARI3 LAND USE SCHEDULE: DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION TOTAL PARCEL HEALTH DEPARTMENT SQ DEVELOPER /APPLICANT: ALBEMARLE PLACE EAAP, LLC, C/O EDENS, INC. 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652 -7400 ATTN: STEVE TEETS, L.S. EMAIL: STEETSOEDENS.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 Cr7RTAIN 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. SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC DATED: MAY 29, 2013 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: MAY 29, 2013 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON —WATER SUPPLY WATERSHED) TAX MAP/PARCEL: TM 61W, PARCEL 3 -19A ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR EXISTING USE: VACANT PROPOSED USE: RETAIL /COMMERCIAL TRASH: ON —SITE DUMPSTER MAXIMUM NUMBER OF EMPLOYEES: 50 YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. BUILDING HEIGHTS: 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 BLOCK G SHALL RANGE IN HEIGHT FROM ONE TO THREE STORIES TALL. BUILDING GROSS AREA: 34,700 SF PROPOSED LAND USE SCHEDULE: TOTAL PARCEL 918,093 SQ FT (21.08 AC.) TOTAL BLOCK G 210,807 SQ FT (4.84 AC.) 1000:: BUILDINGS (FOOTPRINT) 34,700 SQ FT (0.80 AC.) 16.6%, ROADS /PARKING 88,617 SQ FT (2.03 AC.) 42.0 -' GREEN SPACE 73,643 SQ FT (1.69 AC.) 34.9°x' CIVIC SPACE 13,847 SQ FT (0.32 AC.) 6.5 IMPERVIOUS AREA 137,164 SQ FT (3.15 AC.) 65.1 !�7 NOTES: 11) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. 3) CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS, 4) GREEN SPACE AND ROADS /PARKING AREAS BOTH INCLUDE PARKING ISLANDS. 5) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) THE GREEN SPACE AND CIVIC SPACE AREAS DO NOT INCLUDE THE EXISTING TREE LAWN AND SIDEWALK ON THE NORTHERN SIDE OF BLACKBIRD LANE SINCE THEY WERE CONSTRUCTED WITH THE STONEFIELD 'TOWN CENTER. REQUIRED PARKING: 157 SPACES ((34,700 GLA /1,000= 34.70) *4.5 = 156.15) PROVIDED PARKING: 226 (INCLUDES 8 HANDICAPPED SPACES AND ONE EMPLOYEE SPACE) (INCLUDES 48 SPACES FROM BLOCK F &G SITE PLAN) ARP " VED by tai( Albemarle Co unqi Da� _ G/ / File SET REV. N©. 3 A DRAWING NUMBS C -1 SHEET NUMBER: DATE: n.R /,?sz 1 A 1 of 24 Itm 3t "O I.: I LQ Z ( I Q 00 T_ V_ ") .0-1* _J "Ic Z IZ 0 �Ilc J co V_ Q 06 , V_ ") C4 11 0 ..X 0 0 ao- '10 0 Z;_- 0 C 0 .1" 0 I 0) C 0 00 V_ I.- ") C4 .._� E � t'�, 1�1k_��q,�tt",��';,� �, i � �1' I 1-1-1 I.. I � � � I - 0II I a 1:fl� Af,k (� ,,� )111'� ,Ji�!) COUNTY OF ALBF MAItLE �-�,Y""------...,,..,.,,,.,.,,,-- Department Of C0111"Umity "evelop"'el't 401 Metatire Road, North Wilig Charlottesville, Virginia 22902-4596 Fax (434) 972-4126 Plionie '434) 296-5832 . March 23,2012 Valerie Long 321 E. Main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefield Proffer Amendment TAX MAP, PARCELS: 061VV0_o3_00-019A0, 061VVO-03-00-019BO (as it has been subdivided), 061WO-03�00-02300, 061WO-03-00-02400, 061WO-03-00-02500 Dear Ms. Long: The Board of Supervisors approved the above referenced application on March 14, 2012 in . accordance with the attached proffers dated March 13. 2012. Please refer to this document for 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; . compliance with conditions of any applicable SPECIAL USE PERMIT; 0 approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARANCE. if you have questions� or ,:�.mrnents regarding the above-noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. Sincerely, - 11 p" �t=r,,.,-,"erg - Director of Planning / '_ cc: Albemarle Place EAAP�,C Albemarle Place EAAP LLC C/O Tom Gallagher P 0 Box 52B 7200 VVIsconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Albemarle Place/Stonefield PROFFER FORM Date: March 13, 2012 ZMA 4 2011-00007 Albemarle Place/Storefield I Tax Map and Parcel Numbers: 061 WO-03-00-019A0, 06 fW(J-03-00-OJ 9RO (at; it has been subdivided), 061 WO-03-00-02300, 061WO-03-00-02400, and 61 WO-03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) A] hernarlt Realty (P.&A), LLC, a South Carolina limited liability company is the owner of two parcels of land that were subdivided froria tax map parcel 06 1 WO-03-00-019130, which parcels arc shown as "Lot D2", containing 5.487 acres, and "Lot DT', containing 1.0 10 aurcs, each onta plat c . initird "Plat Showing Subdivision of Storiefield, Jack Jouett Magisterial District, Albemarle County, Virginia" dated July 15, 201 1, last revisedNovember 10, 201 1, prepared by W.W. Associates, which plat is of record in tile Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 215 (the "Subdivision Plaf'). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061 WO-W -00-0 I 9110, which parcel is ShwAlu as "Lot E2" containing 7.638 acres, oil the Subdivision Plat. For the purposes of these proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the 110',viler"). Albemarle Place EAAP, LLC, a Delaware limited liability cornpany, is thefee, simple owner (tile "Owner") of tax inap parcels 06 1 WO-03-00-019AO, 061 WO-03-00-02300, 06 IWO-03-00-02400, 061WO-03-00-02500, ,and tile residual portions of tax 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 of these proffers, Albemarle Place EAAP, LLC, and Albernarte Realty (E&A), LLC are collectively referred to herein as (the "Owner"). Tax map parcels 061 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500,aud 061WO-03-00-019BO (including the lots created there from Pursuant to tile Subdivision Plat) (collectively, the "Property"), are tile subi ect of zoning ralap amendlylent application number ZMA 2011-00007 originally submitted as "Albemarle Place Proffer Amendment," which application name has been rearanied to "Storlefield," Pursuant to Section 33.3 of tile Albemarle Coinity Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this proffer statement, which shall be applied to the property if tile lezolling is approved by Albeanarle County. 'These conditions aye proffered as part of the, rezoning and it is acknowledged that the conditions are reasonable. The Alberninic Place/Storiefield project was originally approved by the County Roanl of Supervisors on October 22, 2003 as ZMA 2001-007, along with proffers froir the prior owner dated October 22, 2003, and a Code of Development prepared by'Flic Cox Company dated Original Proffer: Amendment: X pointwhere it coanects with the new planned xvcstem entrance to the Sperry Marine facility north and east through Blocks I-, F and G to) the now plauned intersectiDn with U.S. Route 2,9 as shown oil the: Application Plan and as shown in trioarc detail on ExIlibit A-1, This stcond phase of'District Avenue shall includeall supporring utility infrastructure onsuch slyeetaud shall be completed prior to issuance of a filial certificate of occupancy for any buildings within Blocks E, F and G. Construction ofthe second phase ofDistrict Avenue shall be deemed complete when it is oonstructcd in conlerotance with the plairsapproved hy � , Alberriarle County or by the VDOT, as applicable, and in any event the County Eligincer 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 ofthe Phase 2 tand (as shown oil Exhibit A- 1) for the installation of infrastructure to serve the Phase I building improvements to be constructed in Blocks A, B, C and D. Notwithstanding anything to the contrary contained in this paragraph I B or in Paragraph IA above, filial certificates of occupancy may be issued for buildings within Blocks A, B, C, D or E beyond tile threshold levels contained in paragraph I A, 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 ofDistrict Avenue to the new planned intersection with U.S, Route 29, or (ii) can demonstrate during tile site plan review process, through traffic analysis acceptable to file Dii ector of Conanaunity Developrilent and VDOT, that additional traffic frorra such buildings, when aggregated with the traffic generated by the uses for which certificates of occupancy have been issued for buildings ill Phase 1, will not cause the Hydraulic Road/U.S. Route 29 intersection to fall below an acceptable level ofservice. All final site plans forthe Project that include any portion of District Avenue shall include a note reserving the portion or the propert-y conaprising District Avenue for future dedication as a public road, and within sixty (60) days after written request for such dedication, the Owner shall dedicate the portion oftho property comprising District Avenue for apublic road. Ifthe public right-cf-way is not dedicated by subdivision plat, the Owner shall be responsible fox t1le cost of a survey arld preparing the deed to convey the public right-of-way to the County. ' C. Landscape improvements and associated stree(scape improvements toservv the planned building improvements contained within each block shall be reviewed at the time offmal site plan review for each block. The Project shall have a consistently designed andplazated streetsetipe along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall petition tot- and consent to all tax map parcels used for non-residential purposes participating in a Community Development Authority ("CDA") established pursuant to Section 15.2-51.52, et seq. ofthe 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" (the geographical area bounded by Route 29, Hydraulic Road, Commonwealth Drive, -,laid Greenbrier Drive.) and intersectional noprovernerots associated therewith. 3. Cash Proffer for Route 29 Regional Transportation: The Owner will make a cash contribution to file County for the MPO/29H250 Phase 2 Route. 29 regional transportation study in the amount of One Hundred Thousand Dollars ($100,000.00). The cash contribution Original Proffer: Amendment: X ,shall be made by the Owner within thirty (30) days upon request by the County. This proffer has been satisfied. 4. Cadi Proffer for City of Charlottesville Traffic Calming Improvements: The Owner shall contribute Ten Thousand Dollars ($10,000.00) to the City of Charloupsville for tile construction by the City oftraffic calming improvements oil Swanson Road, Cedar Hill Road and other City streets intersecting Hydraulic Road in file vicinity of SWildicid. The cash contribution shall be made by the Owner within thirty (30) days upon request by the City. If the traffic calming improvements are Dot implemented by October 15, 2007, all unoxfactided funds shall be refunded to the Owner. The City constructed the traffic calming improvements, and requested the prior owner of the Property to pay the contribution on November 9, 2005, but there are no immediately available records that such contribution was ever received by the City. Upon evidence ofpriov payment of'sucli funds that in satisfactory to the County, the requirements of this Paragraph 4 shall be deemed satisfied, In the event tile Owner has not produced sizoll evidence to the County by March 31, 2010, the Owner shall contribute the funds to the City within thirty (30) days of a wtitteu request from tire City, provided that such request is made no sooner than April 1, 201 4. At the time such .funds art delivered to the City, the Owner shall provide notice of such payment 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 annuirt or air amount equal to twenty percent (20%) of the armued operating and maintenance costs, whichever is less, for a period not to exceed five years for operating andlor maintaining a dedicated "jitney bus" service to retail commercial developments, including Stonefield, along the Route 29 Corridor. If the CAT "jitticy service" is not placed into operation by the date of issualacc of the first occupancy Permit for a commercial building in Stonefield, then the Owner shall contribute Seven Thousand Dollars ($7,000.00) per annum, for a period not to exceed five y&'Irs, to CAT for costs associated with operating existing CAT bus route(s) that provide service to Stonefield. 6. Cash Proffer for Capital Improvements: The Owner sball contribute One Million Five Hundred Thousand Dollars ($1,500,000.00) (hereinafter referred to as the "Total Contribution") to the Comity for the purpose of funding capital improvements related to Stonefield. The contribution shall be paid as follows: (a) Three Hundred and Severity Five Thousand Dollars ($375,000.00) shall be contributed to the County within thirty (3Q) days , after the first final site plan or subdivision plat containing residential dwelling units is approved for Stonefield; (b) all additional Three Huildred and Severity Five Thousand Dollars ($375,000, 00) of the total contribution shall be contributed to the County prior to the issuance, of a certificate of occupancy for the first residential dwelling unit in Stoneficid, and (c) the remaining Seven Hundred Fifty Thousand Dollars (S750,000.00) of' tile Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000.00) per residential dwelling ulait at the time certificates of oceviparacy ,are issued for the first two hundred fifty (250) dwelling units. No additional contribution shall be lCqUired forthC next two hundred fifty (250) dwelling units. Original Proffer Anieudment: X If the improvements are required to be constructed, the Oovnei shall complete construction ofthe inaprovernourts for which right ofway is available within twelve (12) mouths after tile issuance of' file first certificate of occulicticy within Stonelield, Construction shall be decanted coinjalete when the improvements are constructed ill C011forlaarlCe with the plans approved by VDoT and opened to public Ilse as approved by VDOT. This paragraph 8(2) is sthjc,,ct to the lunos orPaiagraph 14, "Substituted Transportation improvements." 9. Reservation and Dedication or land for Regional Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for the future dedication to tile Commonwealth of Virginia certain land on the Property in the County for certain short-term transportation iinprovelnecals for the Route 29 and Hydraulic Road intersection (the "Short- Teriii Route 29/11ydraulic Road huproverrients") asfollows: (a) the land shown as "Parcel A 6,511 S.F," on the plat of Kirk Hughes ,,.laid Associates dated March 3, 2009� last revised March 25, 2010, which plat is attached hereto as Exhibit H; and (b) any portions of tile parcels shown as "Parcel One Future Right of Way 1,1 17 S.F.," "Parcel Two Future Right of Way 9,079 S.F .... .. Parcel Four Future Right of Way 1,660 S.F.," und "Parcel Five Future Right of Way 790 S.F.," on the Official TvIap adopted by tile County an Deceiriber 2, 2009, a copy of which Official Map is attached hereto as Exhibit 1, that are required by VDOT for the Sbort-Terin Route 29/Hydraulic Road Improvements (collectively, the "Short-Terria Inaproveinems Dedication Area"), provided, however, that the subdivision plats depicting the Short-Term Improvements Dedication Area are subject to final approvad by the County Department of Community Devolopirent ,,and that die precise boundaries and size of the Short-Term Iniprovements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Short-Term Improvements Dedication Area to the Commonwealth of Virginia in fee simple by October 1, 2010, or within thirty (30) days after Z pW necessary to dedicate the Short-Terral the Calmly approves I Subdivision Improvements; Dedication Area, whichever is first to occur. Ili addition to the dedication of the Sbort-Terrial Improvements Dedication Area, the Owner shall dedicate and convey all necessary drainage and construction Casements for the Short-Terna Route 29/Hydraulic Road Improvements. 7f the Short-Terna, firiprovernents Dedication Area is not dedicated and f a subdivision plat, the Owner shall pay all costs of surveying arld preparing legal documents in a form acceptable to the Office of the Attorney General necessary to dedicate and convey the Shott-Terra Improvements Dedication Area land. After dedication and until the subject regional transportation improvements ate funded for construction, the Owner shall, it the request of the Country, and vvith the consent of tile Cournionweallia of Virginia, maintain the Shorl-Teran Improvements Dedication Area land until requested by the County ta no longer do so provided the, Owner is grantedthe right to the exclusive rise of the land for landscaped open space, a pocket park, temporary parking, foncing, signage, utilities or olliel- purpose as way heapprovtol with the filial. site plan for tile first phase of Stcncficld� Upon being requested by the County to no longer maintain the Original Proffer: Aniendryient: X land, the Owner shall cease all use of the land and remove all improvements established by the Owner that the County requests be removed. Ili the event that the adopted design lot future public intersection improvements does not require the utilization ofall of the Stiort-Teran Improveirients Dedication Area larld, upon [lie owner's request, the residual portion of the dedicated land shall be transferred to the Owner at no ex , , pensc to the Owner. The deed(s) of dedication for the Short-Terin Improvernearts Dedication Area may provide toy such conditions. . 10, Reservation and Dedication of Additional Land for Route 29 and Hydraulic .Road Intersection Improvements: The Owner shall reserve for future dedication to the County, . subject to the conditions hereita below, certain additional land oil the Property for the right of way for failure Hydraulic Road and Route 29 related regional transportation improvements (the "Long-Terin Route 29/Hydrairlic Road finproveirrents") as follows: (a) the area shown -is "Parcel A 1 1,432 SY. " on Exhibit 11, and (b) any portions of the parcels shown oil Exhibit I that were not previously dedicated to file Commonwealth of Virginia for (I-te Short-Tertai Route 29/Hydraulic Road Improvements pursuant to the Paragraph 9 herein (collectively, the "Long-Terlin Itarprovements Dedication Area") provided, however, that the subdivision plats depicting the, Long-Terin loyaproverrienk Dedication Area arc subject to Filial ,approval by the C'ounty Departmeot of Conaryninity Development and that the precise boundaries and size of the Long-Terial Improvements Dedication Area may be adjusted accordingly, The Owner shall dedicate the Long-Tertal Improvements Dedication Area to the County within ninety (90) days after the County's request for such dedication, and such dedication shall include (he dedication ,and conveyance of all necessary drainage and construction easements for the Long-Teran Route 29/Hydrardic Road Improvements. If the Long-Term Improvements Dedication Araa is not dedicated ,,laid conveyed as part of a Subdivision plat, the Owner shall pay all costs of surveying and preparing legal docunionts in a form acceptable to the County Attorney's Office necessary to dedicate and convey the Long-Teri-ft filaproverriciats Dedication Area, Until the Long-Terial Improverrients Dedication Area land is dedicated, tile Owner shall maintain the land and shall retain the right to the. oxclu.�ive use oF the land for landscaped open space, a pocket park, terlaporary parking, fen cing,' utilities or other purposes as may be approved with the first final site plan for Phase� I of S torrefield. The conditions on the subject reservation and dedication shall be as follows: (a) In the. event that the adopted design tot- future publi(� intersection improvements does not require the utilization of al I of tile Long-Terin Improvements Dedication Area land, upon request of the Owner the residual portion shall be release([ by the County frorn the reservation or, if the land has been dedicated, upon request of the Owner title shall be transferred back to, and for tile use Of, the Owner at no expense to Owner. 'file decd(s) of dedication for the Long-Term Improvements Doclication Area may provide for such conditimi.q. Original Profler: Anacridinciat: X (between Blocks F and G north to "Coirldial Property"), Swanson Road Extended (to north to "Sperry Property") and at two additional locations into Sperry Property. The locations for casoment or right of way res'ervation aad dedieirtion are as generally depicted oil Lxhibit A and labeled thereon as "Future Extension." However, the locations and nurribers: of such inter-parcel street connections irlay be modified by the Owner upon a variation granted by the County Planning Director. These easement or right ofway locations shall be identified, platted and dedicated at the request or the County ill conjunction with subsequent site plan applications hur Stoliefield. . . 14. Substituted Transportation Improvements. ' A. In lieu ofoonsItucting the improvements referenced inPaurgraph 9(B.) herein, which Paragraph 8(B) refers to certain off-sitc improveylients in the City of Charlottesville at the northwest quadrant or the Hydraulic Road/Routc 29 intersection, and also othor improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which improvements ,ire collectively hereinafter referred to as the "Paragraph 8(B) filyproverlielits", the Owner may elect, in its sole discretion, and oil the terms and conditions contained in this Paragraph 14, to contribute cash to the City for certain transpoitation improvements in the City known ,in (he "Rte. 29/250 Bypass Interchange Improvement Project" identified as VDOT and City prqject liumber 0029-104-248 (the "Substifil(ed Improvements Project"), B. Inthe everythe Owner elects to contribute cash toward the SubstitutedTialprovernents Project (the "Owner's Contribution") in licu of constructing the Paragraph 8(B) Improvemen Is, the following terms shall apply: 1. The Owner shall notify the Cou,my's Director of Community Developiaient (The "Director") in writing o f its election within sixty (60) days a fter (he approval of the first filial site plan for Phase I of Stonefield (the "Notice"). The Owner shall also send a copy of the Notice to the City Development Services Manager at the same time it is sent to the Director. 2. The submission ofthe Notice to the Director shall suspend the deadline for the Owner to submit the Plans (as "Plans" is defined in Paragraph 8(B)) to the City, iflapplicable. . 3, The amount ofthe Owner's Contribution to the Substituted Improvements Project shall be subject to a written agreement between the Owner and the City (the "City Agreement"). Within ten (I 0) clays after full execution of the. City Agreement, the Owner shall provide a copy of the. City Agreernent to the Director. 4. Within six (6) moryths after the Notice is sent to the Director, or within sixty (60) clays after execution of the City Agreement, whiellever is later to occur, the Owner shall contribute a portion ofthe Owner's Contribution to the City in the aniount of'One Million Dollars ($1,000,000), less any amounts credited by the City and VDOT to the Owner for planning and design work oil the Paragraph 8(B) Improvements (the "Net Contribution"). TheNet Contribution may be in the forra ofcasli or a letter oferccht issued by a bank approved by tile Original Proffer: Amendirrent: X City, or a conabination thereof. The City Agreement shullset Forth the terins of and schedule for draw down of the Net Contribution, 5. Ili the event that the Substituted lynizzovernents Project is terminated, or has not otherwise been completed (Lis described herein) within tbirty-six (36) months after the City receives the Not Contribution (which thirty-six (36) niontli period may be extended by mutual agreement of the Charlottesville City Manager and the Albemarle County Executive), and upon the City's refunding of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward fluids equal to Five Hundred Thousand Dollars ($500,000) to the County for flanding transportation improvements ill tile vicinity of the If.s. Route 29/Hydrautic Road intersection ideidified in tire County's Capital Improvements Program, Ili the event suoh funds have not been expended by the County for tile statcd purpose within ten (10) years from the date the funds were contributed to the County,all unexpended fluids shall be refunded to the Owner. Construction of the Substituted Improvements Project shall be declared complete when the improvements, are accepted by the , appropriate public entity or tire bonded lot the entity's acceptance. 6. Notwithstanding the provisions of Paragraph 14(B)(5) herein, upon the City's rect'ilat ofthe Net Confributioi i, the Owner shall be relieved of any obligation to construct tile Paragraph 8(B) Improvements, (Signature Pages Immediately Follow) Original Proff�r: Alyierithaterit: X WITNESS the followingsignatUrOS: ALBEMARLE PLACE EAAP, IA,C, a Delaware limited liability company B � �--�, C�U&-==- ( 11)1'1� W. McLean, President � ZMA to Amendment Block Comparison Original Proffer: Block ZMA Amendment Difference % of Change A - 246,577,72 260,736.93 14,159.21 - 574% B 145,633A0 212,85417 67,220,87 * 46.16% C 454,808.39 424,079.86 30,72& 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�21 643,37931 133,219.50 ** 26-1% . G 420,873-09 269,160.75 151,71Z34 * 36.05% * 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 15X LIMIT DOES NOT APPLY. ** THIS VARIATION WAS APPROVED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS ON SEPTEMBER 11, 2013. Original Proffer: Original Proffer: Original Proff'oor: ALBEMARLE RE AUrV (E&A), LLC, Aniondruclat: X . Arrmldpaellt: X Atnendracid: X a South Carolina him I ted liability company October 15, 2003 (with Exhibit A to the Code of Development last revised July 8, 20 1 0) (die I If, live (5) years, from the date ol'approval of the first final site Plait or subdivision plat l'or (b) Tile design and constructimi i of the Loi ig-Terin Route 29/Hydraulic Road Iniproven-lents I By: Edens Realty, Inc., a South Carolina corporation, its "Code of Devtloprueut"). The Code of Development included an application plaza (the residential dwelling linits, the'rotat Contribution has not been fully paid, the balance of the shall substantially inaintairn the access, function, and eonfirmity of service of the plurtned I Sole member "Application Plait"). The improvements proposed for the, Property are collectively referred to as Total Contribution shall be contributed to the County within thirty (30) days upoli request by the County. If this fund has not been exhausted by the County for the stated purpose within intersection of Swanson R.oad (Extended) arld existing Hydraulic Road into Stollefield at the location of the existirlg Swanson Road and Hydraulic Read intersection; otherwise h___ the "Project." five (5) years from the date tire Iasi contribution is made, all uncxpendcol funds shall be (his proffer becomes mill said void. President - "J - The term "Owncr" as referenced hercin shall include within its meaning the owner of record and refunded to the Owner. 11. Signalization of Hydraulic Road and Route 29 Intersections: The Owner shall be successors ill interest. Tile terno "Application Plait" refers to Exhibit A. The term "Code of Development" refers to Exhibit B. The proffer-, dated October 22, 2003 that were approved with I n addition to the foregoing, after btrilding permits have been issued for thc first five hundred 'FlioLisaiLd responsible for traffic signaliz�aliozz hilprovertlents as follows: ZMA 2001-007 were amended by proffers dated July 23, 2010 that wereapproved with ZMA (500) dwelling unit,,, within Storiefield, the Owner shall pay to the County Three Dollars ($3,000.00) prior to the issuance of a building permit for each new residential A. 'rlie Owner at its expense shall engineer, bond, and construct traffic signalizatiou 2008-0003 by the County Board of Supervisors on August 4, 2010, and by proffers dated August 5, 201 1 that were approved with ZMA 2011-0004 by the County Board of Supervisors oil dwelling unit thereafter. implovernell Is at tile intcr�cution of District Avenue ,,laid Hydra ulic Road, Thetraffic SNINO 5DOC September 7, 201 1. These prof'fors amend and supersede the, proffers accepted in conjunction signalization improvements at this intersectiort shall be construcLect when tile County or � with the approval of ZMA 2001-007, ZINIA 2008-0003, and ZMA 2011-0004. 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At its VDOT request installation of such, but in any event prior to the issuance of a certificate of expense, the Owner shall plan, design, bond ,and construct travel laile inaprovements to be occupancy for any building in Blocks A, B, C or D, provided that such signal is warranted by The headings of tile proffers set forth below have been prepared for convenience or rtferetace dedicated for public use on its Hydraulic Road and Route 29 frontage. The design sliall be the traffic volurrics or is othervvise approved by VDOT. . only and shall not control or affect the meaning or be taken as an interpretation of any provisions submitted with the first site plan for the initial phase of Stonefield. The subject frontage "Short 'Term 'transportation ofthe proffers. itarprovemenis are depicted by Exhibit F, Route 29 D. Owner at its expense shall engineor, bond and construct traffic signalization Improvements." The County naay requite these improvements to be completed as a improvements at the intersection of District Avenue and U,S. Route 29. The traffic I . Phasing of Improvements: The Owner shall phase development of the Project as follows: prerequisite to the issuance of any certificates of occupancy. The construction of the sul:ject signalizatioji improvements at this intersection shall be constructed when the County or � improvements shall be deemed COMplete when they are constructed iti conformance with the VDOT request installation ofstuch, but in any event prior to the issuance ofa certificate of Original Proffer A. Phase 1: Phase I of the Pro ect shall be composed of Blocks A, B, C and D as shown on j plans approved by VDOT and opened to public use as approved by VDOT, occupancy for any building in Blocks E, F or G, provided that such signal is warranted by the Amendment: X the Application Plan, and as shown in more detail on Exhibit A-1 attached hereto C'Phasc traffic volunies oi, is otherwise approved by VIDOT, provided diat such signal is warranted by I"), and shall include street and utility improvements to serve file planned building 8. Construction of Off-Site Improvements: Upon request by the County or as provided the traffic volumes or is otheivvise approved by VDOT. improvements contained within Phase 1. As part ofPhase 1, tile Owner shall design and herein, the Owner shall plan, design, bond and construct off-site transportation inaprovelizelits "Short construct District Avenue (formerly known as Albemarle Place Boulevard. ,,and as Fourth in the County and the City, as depicted on Exhibit F, Terna Route, 29 Transportation I 12. Commonwealth Drive Connection: Upon, demand ofthe County, but no earlier filan the THE HAVEN AT STONEFIELD, LLC Street/Cedar Hill Road) ("District Avenue") front Hydraulic Road to flit point where Dish ict Improvements". If the i irifirooiturt cuts are requi red to be constructed, the Co urity may require these improvements to be completed as a prerequisite to the issuance of any certificates of issuance ofa building permit for any building within Block F, the Owner shall reserve right- of-way along the northern cdgc.�, ofthe parking lot in Block F ofthe Property for a future a South Carolina limited liability company ky 1�4,,� P,W�*-'- 4,;�",�, "I" ,,� Avenue corinects with the new plarried western entrance to the Sperry Marine facility in the location shown on the Application Plan, and as shown ill more detail on Exhibit A- I . This occupancy. Construction shall be deerried. complete when the improvements are constructed street cormection to Conarazonw,calth Drive through the "Counchal Property" (TM 61W-3-18). /_1 first phase ofDistriet Avenue shall include all supporting utility infrastructure on such street, in conformatice with the plans approved by VDOT and. opened to Public use as approved by The future connection will be ,at two lane facility. By: 4�;A� :_7?�,�_ -_ f and shall be completed prior to issuance of a final certificate of occupancy for any buildings within BtocksA, B, C audD. Construction of the first phase of District Avenue shall be VDOT, Upon the request ofthe County, the Owner shall engineer, ])and and construct both the oil- PrinLedNayne:_/�2/axA --1r*.1,,o* �, deemed complete when it is constructed in conformance with the plans approved by A. Oft'site Improvements in the County at the Northwest Quadrant of tile site and tile off-site portions ofthe connection to Connytionvicafth Drive oil the "Conictial ; i . ?.-4,r.J& Albemarle County or by the Virginia Department of Transportation ("VDOT"), as ute 29 Intersection. The engineering, plats and construction Property" provided that casetnu tsand acquisitioyoofright-of-way as maybe necessary for it i Title: -_ applicable, and it) any event the County Engineer has approved it for vehicular travel. No documents for oft�site inaprovements in the County shall be submitted with the first filial such construction tot- the connection through off-site properties for this itulu-0-VC111orit have : ! more than three hundred seventy thousand (370,000) square feet ofcomillercial space and site plan for Phase I of Stoliefield. been granted at no cost to the Owner, and the request for such connection through the off-site I one hundried severity (I 70) dwelling units may be constructed within [lie Project until the property is made by the County prior to October i 5, 2020. 1 Jporz tile request ofthe Cotinty, � remaindet of District Avenue is constructed to the now planned intersection with U.S. Route B. Off-site Improvements in the City at the Northeast Quadrant of thcHydraildic tile connection shall be completed by the Owner within twelve (1 2) months front the date of 29 as showal on the Application Plan. Notwithstanding anything to the contrary contained in Road/Routc29 Intersection (numbered items 4 and 14 on Exhibit]T). The Owner shall "Plans") satisfaction ofthe conditions as set forda above. � this Paragraph ]A, the Owner shall be permitted to utilize pur(ions o(thle Phase 2 land (as submit the engineering, plats and construction documents (the for tile "Super shown on Exhibit A-1) for the installation of infrastructure to serve the Phase I building I improvements in the City of Charlottesville to the City of Charlottesville by January I 1, 13. Otheir Block" Street Connections: The Owner shall reserve land and grant : improvements to be constructed in Blocks A, B, C and D. 2012. The Owner sh all diligently pursue approval of the Plans in the City. IftheCitycloes construction anditernianentaccess caseiiieiits or right ofway at no expense tothe County for I 15997(?Rtj.�C not approve the Plans by July I 1, 2012, the Owner shall not be required by this proffer to the purposes of future construction (by others) of inter-parcel street connections within tlie : B. Phase 2: Phase 2 of the Project shall be composed of Blocks E, F and G as shown oil the construct any inuarovearent,s for which approvals have not been obtained, The Owner shall "Super Block" at tile following locations; Houston Street (formerly known as First Street) Application Plan and as shown in raore detail on Exhibit A- I ("Phase 2"), ,,and shall include not be required by this proffer to acquire or otherwise pay for right of way in the City for (to west to Conarnormcalth Drive), Blackbird Latic (Fornierly known as Third Street) (to west I street and U'Lility improvements to .serve, tile planned building improvements contained within these improvements. to Commonwealth Drive), District Avenue (formerly known as Codar Hill Road F.x(ended) Phase 2. As part of Phase 2, the Owner shall design and construct District Aventic from the . (in Block F north to "Corradial Property"), District Avenue (formerly latown as Fourth Street) I OP P, ie I I A ,,i.� %-, .AMMMN= ENGINEERS DESIGNED BY. RU PROJECT. STONEFIELD BLOCK G FINAL SITE PLAN SET REV. NO. 3 1 1 DRAWN BY. SURVEYORS W1 718 ALBEMARLE COUN7Y. VIRGINIA DRAWING NUMBER: TITLE: PROFFERS I :t RBE TF � %P. PLANNERS C-2 DIHR BY.- I I AsS'oci AATES HFW SHEET NUMBER: I - 0 ?_1t>-I ;?) - PO Box 41 19 3040 Avemore Square A Lynchbuig, VA 24502 (1-loltesville, VA 22911 WWA NUMBER: FILE NAME., : LE: . I I I I Ph,)ne- 434.316.6080 Phonc: 434.984.1-700 N� W��.W� as�miates. [let 213118.01 .311801Q_ND-1.dW9 CML H: NIA 0 00// 2 00// 1 4 2 of 24 1 NO. SHEET REVISION I BY I DATE I NO. I SHEET REVISION BY DATE - I - I 1 V. MIA 3 N 2 U_I O ap J 2 Ca Y m 0 Cd 04 / O v O m v m 0 G b W 00 i 04 / !- TO: Gerald Gatobu FROM: Wayne Cilimberg, Director of Planning DATE: May 16, 2011 RE: Albemarle Place (Stonefield) Preliminary Site Plan, March 21, 2011 Deter m —in at', L Under Section 8.5..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 Hill 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 ARB conditions are complied with. Second Floor Uses (Previously addressed in 5125106 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. Block 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 noted 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 9128109 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 Idosks in Block C: Block B Note 3 /12107 variation, if still applicable (attached). 4129111 Variation Requests: #s 1, 2 and 3 — Changes 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 consistent 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 overhang onto 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 Stonefield Blvd. from -a four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County EngineerNDOT 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 Stonefield 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 EngineerNDOT 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 8.5.5.3 (c.) as you have presented and is permissible as depicted. #14 — Modification to allow for S` minimum sidewalks along exterior of rear of some buildings can be granted consistent with the findings under Section 8.5.5.3 (c.) 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 i andseaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. 5/1311 1 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. ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS: ADOPTED BYTHE 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: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: 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). 4.3 (a &b) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a &b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS. DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 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 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. 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 BYTHE COUNTYATTORNEY. 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 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE 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. 4.11.1 COVERED PORCHES. BALCONIES, CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) 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). 4.15.5(c) 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. 415.11 REGULATIONS APPLICABLE IN THE PUD DCD AND NMD ZONING DISTRICTS: 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 (Q &e) SWIMMING. GOLF & TENNIS CLUBS: THE REQUIREMENTS OF SECTION 5.1.16 (a &e) ARE WAIVED AND REPLACED WITH THE AMENITIES 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 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. APPROVED BY THE BOARD OF SUPERVISORS OF ALBEMARLE ON SEPTEMBER 11, 2013 VARIATIONS GRANTED TO ALLOW FOR FOLLOWING: 1. THE BELOW LISTED ELEMENTS, A THROUGH D, THAT VARY FROM THE ZMA APPLICATION PLAN. A.THE MODIFICATION OF THE BLOCK F AND BLOCK G BOUNDARIES. B. THE LOCATION OF THE NORTH -SOUTH ALIGNMENT AND THE GEOMETRY OF DISTRICT AVENUE THROUGH BLOCK F AND BLOCK G OF THE PROJECT. C.THE RELOCATION OF THE TWO (2) "FUTURE EXTENSION" CONNECTIONS POINTS TO THE NORTH AND THE ONE (1) "FUTURE EXTENSION" CONNECTION POINT TO THE SOUTH. D.THE BUILDING LOCATION, ORIENTATION, AND ALLOCATION OF SQUARE FOOTAGE FOR THE FACILITY TO BE LOCATED ON BLOCK F. 2.THE MODIFICATION OF THE LOCATION OF THE PLAZA AREA AND ELIMINATION OF THE "CAFE" (AS SUCH ARE DEPICTED WITHIN BLOCK F ON THE ZMA APPLICATION PLAN). IN LIEU OF SUCH IMPROVEMENTS, APPLICANT PROPOSES TO CONSTRUCT ENHANCED PEDESTRIAN CORRIDOR. NOTE: A ZONING MAP AMENDMENT REQUEST WAS SUBMITTED TO THE COUNTY OF ALBEMARLE ON JUNE 14, 2013. THIS REQUEST IS TO AMEND ZMA 2011-00007 THROUGH THE MODIFICATION OF THE "CODE OF DEVELOPMENT" TO ALLOW FOR AN ANCILLARY FUELING FACILITY WITH CANOPY. USE IN BLOCK (GLA OR UNITS) THIS SUBMISSiON RETAIL NON RETAIL RESIDENTAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL iRESiDIENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL RESIDENTIAL A 0 0! 0 0 0 0 50,224 14,000 0 50,224 14,000 0 B 33,836 6,500 0 33,836' 6,500 0 C 0' 0; 0 57,701' 111,595' 0 57,701 111,595 0 D 0! 0 0 0 90,000' 0 0! 90,000 0 BLOCK GROUP 1 TOTAL 0' 0 0 141,761' 222,095' 0 141,761' 222,095 0 E (BLOCK GROUP 2) 0` 0 0 0 0' 250 0 0 250 F G 0 14,700 0 0 20,000 0 149,964: 0 0 0' 0 0 149,964' 14,700' 0 20,000 0 0 BLOCK GROUP 3 TOTAL 14,700 20,000 0 149,964' 0' 0 164,664 20,000 0 STO'NEFIELD TOTAL 14,700' 20,000 0 291,725 222,095' 250 306,425' 242,095 250 EX. SYMBOL LEGEND NEW REINFORCED CONCRETE PIPE EXISTING REQUIRED LINETYPE LEGEND -0 BENCHMARK /FFE RIGHT OF WAY SAN SANITARY SEWER SBL BUILDING OVERHEAD C BOLLARD 0 SQUARE - - STAINLESS STEEL ADJACENT PROPERTY LINE O BORE HOLE O — - - —R /W— - - —R /W— STL ADJACENT RIGHT -OF -WAY �❑ BUILDING COLUMN ❑ TO BE ABANDONED -- -- -- TO BE REMOVED BUILDING COLUMN TOP OF CURB BUSH TAPPING SLEEVE AND VALVE TYP - - UG BOUNDARY PROPERTY LINE © CABLE BOX © — - - —R/W— - - —R/W— VPD BOUNDARY RIGHT -OF -WAY W CEMETERY © — — — — — — WATER METER BUILDING SETBACK WATERTIGHT CONIFEROUS TREE WOVEN WIRE FABRIC YDS YARDS FILE NAME: r� 31 1801 C ND -6.dwg BUSH LINE SCALE: H: NIA V: N/A DECIDUOUS TREE r ° OHCT OHCT CATV OVERHEAD ENTRANCE DOOR V NO. UGCT UGCT BY CAN UNDER GROUND kh DRAINAGE INLET GRATE BY - OHT OHT TELEPHONE OVERHEAD DRILL HOLE QQ UGT UGT TELEPHONE UNDER GROUND T ELECTRIC PANEL BOX Qf > > > DITCH CENTER LINE ❑E ELECTRIC PEDESTAL �E EASEMENT CONSTRUCTION AND GRADING D ELECTRIC TRANSFORMER Q EASEMENT SLOPE �E ELECTRIC MAN HOLE QE EASEMENT SANITARY SEWER FIRE HYDRANT EASEMENT STORM FLAG POLE b' EASEMENT STORMWATER MANAGEMENT © GAS MAN HOLE 0 EASEMENT UTILITIES GM GAS METER �M EASEMENT WATER GAS VALVE X X X X FENCE BARBED WIRE G❑ GENERATOR © GUARD RAIL GROUND LIGHT 0 0 0 o FENCE CHAIN LINK GUY POLE FENCE WOOD HANDICAPPED PARKING o FENCE WOVEN WIRE ❑H HEAT PUMP E GAS GAS GAS UNDER GROUND IRON PIN Q TOB TOB TOP OF BANK O H E O H E ELECTRIC OVERHEAD LIGHT POLE 11-00 UGE LICE ELECTRIC UNDER GROUND LIGHT POLE (WALL MOUNTED) Ol RAILROAD CENTERLINE MAILBOX 16 STREAM CENTERLINE MONITORING WELL ® PAVEMENT ASPHALT O MONUMENT FOUND - ROAD CENTERLINE 0 MONUMENT SET FM FM SANITARY FORCEMAIN 8 PANEL POINT 8 SAN SAN SANITARY SEWER e POWER METER STORM SEWER 0 POWER POLE 0 TOPO MAJOR CONTOUR o ROAD SIGN -o TOPO MINOR CONTOUR SANITARY CLEAN OUT ® TREELINE O SANITARY SEWER MAN HOLE SO OHU OHU UTILITY OVERHEAD S�P SIAMESE CONNECTION UGU UGU UTILITY UNDER GROUND u SIGN -Q- W W WATERLINE 0 SPRINKLER HEAD 0 - - - - - - - - - — WETLAND LIMITS O STORM DRAIN MAN HIOLE DO ABBREVIATIONS TRAFFIC LIGHT POLE no OT TELEPHONE MAN HOLE 0 AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR AHD AHEAD FH FIRE HYDRANT TELEPHONE PEDESTAL ARV AIR RELEASE VALVE FM FORCEMAIN TELEPHONE POLE $ BC BACK OF CURB FL FLUORIDE BF BLIND FLANGE FOC FACE OF CURB TELEPHONE JUNCTION BOX ® BFF BASEMENT FINISHED FLOOR GALV GALVANIZED 1P 1P BM BENCH MARK GV GATE VALVE 6M TEST PIT 61 BK BACK HB HORIZONTAL BEND Z TRAFFIC CONTROL BOX Z BOV BLOW OFF VALVE HC HANDICAP CAN CABLE TELEVISION HDPE HIGH DENSITY POLYETHELENE ❑� TRAFFIC JUNCTION BOX ® CG CURB & GUTTER HK HOOK 0 TRAVERSE 0 CIP CAST IRON PIPE ID INNER DIAMETER � CENTER LINE INV INVERT ❑❑ UTILITY MARKER POST o❑ C.L. CHAIN LINK IPS IRON PIN SET COLD UTILITY POLE C-ch CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND CO CLEAN OUT JB JUNCTION BOX O VENT PIPE O CONC CONCRETE LAT LATERAL WO WATER MAN HOLE CPP CORRUGATED PLASTIC PIPE LF LINEAR FEET CY CUBIC YARDS LT LEFT ATE WATER METER 0 D.I. DUCTILE IRON MH MANHOLE WV wv DIA DIAMETER NBL NORTH BOUND LANE X WATER VALVE DIP DUCTILE IRON PIPE NIC NOT IN CONTRACT WELL O EL ELEVATION NTS NOT TO SCALE YARD GRATE ® ELEC ELECTRIC O.C. ON CENTER EOP EDGE OF PAVEMENT PE POLYETHYLENE EOTL EDGE OF TRAVEL LANE PGL PROFILE GRADE LINE EQPT EQUIPMENT PROP PROPOSED ESMT EASEMENT PS PLANTED STONE FOUND NOTES: PVMT PAVEMENT 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. NEW -- R/W-- - -R/W- --R/W— — — —R/W- -o 0 0 0 R= RADIUS RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SBL SOUTH BOUND LANE SD STORM DRAIN SQ SQUARE S.S. STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL SW SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS &V TAPPING SLEEVE AND VALVE TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED VB VERTICAL BEND VPD VEHICLES PER DAY W WATER WL WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS � OP � r � RBE T F T � ' 4P v ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Box 41 i9 040 Avemo,e sA229 1 Lyncl�bwg,VA24502 CI buesvne�A22911 Phone: Phony 434.316.6080 Phone_ 434984.3700 "W„ w- W` "M ° "a`" "`'` DESIGNED u : PROJECT: STONEFI ELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 3 DRAWN BY. TLe DRAWING NUMBER: C -3 TITLE: GENERAL NOTES, ABBREVIATIONS & LEGEND DIHR BY: HFW SHEET NUMBER: % 3 of L 4 WWA NUMBER: 213118.01 FILE NAME: r� 31 1801 C ND -6.dwg DISCIPLINE: { CIW SCALE: H: NIA V: N/A DATE: �� NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE tT 3 Ki I Z I U_ O O M Q 2 O Y M O 06 V_ M N CD -Y O m v m C .0 45 1 03 W 00 N GENERAL CONSTRUCTION NOTES FOR SITE PLANS (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 METHODS SHALL CONFORM 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 MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS: (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. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296- 5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. 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 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHE N GUARDRAIL IS REQUIRED, UIRED IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7 FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIV EWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. EXCEP TIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO " ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 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. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 1 (REVISED CODE OF DEVELOPMENT AND GENERAL WATER AND SEWER NOTES NO. SHEET REVISION RU 11 • • - •- -• 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. 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 ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STAND ARDS AN D SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. LNG MANHOLE D COVERS AND VALVE BOXES AND 3. EXIST FRAMES AN COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 110. CONTRACTOR TO VERIFY ALL 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. 111. SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. 112. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL 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. 14 DATE I NO. SHEET REVISION GENERAL UTILRY NOTES 1. CONTACT MISS UTILITY AT 1- 800 - 552 - 7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFI ED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 13. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT -OF -WAY. 16. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2- THICK THERMA -CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL. 17. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 -3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 18. CERTIFICATION THAT 98% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 19. CONTRACTOR SHALL BE (INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2013 -00009 WHICH WAS APPROVED BY THE BOARD OF SUPERVISORS ON NOVEMBER 13, 2013. 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 IS 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 ARE PROVIDED ON THE - ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN AMENDMENT NO.4" (WPO2010- 00023). 8. STORMFILTER AND VORTECHS UNITS SHOWN FOR WATER QUALITY PROVIDE A 60% POLLUTANT REMOVAL RATE. 9. PROPOSED FILTERRA UNITS SHOWN FOR WATER QUALITY PROVIDE A 7496 POLLUTANT REMOVAL RATE PER MINIMUM STD. 3.11C TECHNICAL BULLETIN #6 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK (VSMH). COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHAD_ COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND /OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT' DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698 -4000. October 1S 2003(revised 201 Rev: 1 d -2 0 3►t1. $. - •miffed users by black• SP -Uses that ma be applied far via Special Use. Permit; Blank- Uses prohibited tvithitt b P Pet , Y € p 1 s spa d in this table snail count towards the retail portion of the non-residential square The square faotatges for all use de p ma;cimttrn establlished in tttc Code ofl7cvelo Development in Table I: "Uses Table" B1ackGrou 1 2 3 Block A ]3 C_ D 13 F G Detached silo le Tamil >� T 5enti- detacJhad and attached single - family dwellings snail as duplexes, triplexes, uadru lexes, townhouses, atrium houses and P P P P P q P R patio houses, and accessory,aftailtnents� B Mufti le-famil' dwellings . _.� P P P P P S Rental of ermined residential uses P P P P _P� Homes for develo inentall disabled arsons reference 5. f.07 P _ P P P P Boarding houses P P P P P Touustlod na s aeferenceS,l.l? P P P P P E Home occupation, Class A reference 5.2 P P P P P SP SP SP SP SP Horne aceuation, Class 13_referenee 5.2 P P P P P P P Aceessot uses and buitdiu s, including storage buildings Assisted IEvin P P P P P P P Rest borne, nursing ponies, ot�convalesoenthomes P P P P P P P Achnittistrattive business and professional offices P P P P P P P Antique, gift. 'eivelr notion rand craft shops P P P P P P P Auction houses P P P P P P N � Automobilelanndries P P P P P P 0 AuROmobile truck repair shoe excLndln bad sho P N /Automobile set-vice stations reference 5.1.20 P* Barber, beauty shops P P P P P P P R d Shop SP SP SP SP SP SP � Ba 0 Building materials sales P P P P P P S Tier I personal wireless service facilities reference: 5.1.40 _ P P P P P P P I .Tier II personal wireless service facilities reference 5, 1.40) P P P P P P P D ' TLerIIS personal wireless service facilities reference 5.E,4Q SP I SP SP SP SP SP SP E Cemeteries lV Churches P P P P P P P T 1 Clothin a oral and staae slto s P P P P P P P A Clubs, lodges, civic fietemal patriotic (reference 5.1,2 P P P P P P P Commercial kerntels - indoor only ' reference 5,1.11 P P P P P P L C CotntnerciPal recreation establishments including but not limited to P P P P P P P U amttseintent centers bowling alleys, pool halls and dance halls S Community ..center P P P P P 1? P E C;ontrackors' office and a tti cnP;nt store a and P P P P P P P S Convetticnae stores P P P P P P P Da rare, child care or nursery facility reference 5,1.06 P P P P P 1' P Department 'store P P P P P r P - Drive -in theaters 1 ?riv -i indotvs serving or associaked with pertuitted uses SP SP SF SP SP SP SP Dru store, pharmacy P P P P P P P Satin establishment (not including fast food restaurant P P P P P P P SH OP 7P ,,:,��,, �v�,Z.- td -15- BY DATE �SStQNAL �,s GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES LE., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAYING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND CAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 296. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFELY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 13. 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. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT 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. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:YERIICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILI 1�tI acrttt . , .:..: . t, r k i, _ " .. . h-d! w, wi,, c)si �rr;i rcita'ttcLtcu tt6lmgz ..c vchiding . .risz;,. >trtKtt.le" m;,J ttttJ��' €ts „*rlx : :s. tlttrw. tra9tstt,rrt%:r ,. h €ttcs. tz :ctr~ts ustu` rViatcd fdr:ilit :e� i�rtt rh,,utlfttt, +t_ �J'nzrliall ,r,. s, �- >st.l..,,.-nt:.�* aatti xlsetatt'zi��,.tP�bi!tarPtttza- �.i.,tCl.ic =n t�€ttarrrarrrff.4;; = <•�ra {i� ti #Jr 4'tt €+zt }tr ,,. pout{ tstw *,iaz.tt.� and apfa trf, rtuls•, cawr .i ..Etd rtita4�f «rtc.4;W} CJiq��: kalii €irtttrra =bstv9,�'�cr.trc - \tikl�u,tti'. 1 :�,c.r.h , attlzvrss c.M; r. Fz� .= rr�xe s,.itY:�• r,:cftc.z.E �%,rz_, .L; {){�itc , aatai _ «raas;af� Ncs.11apa'rV,,carrit 1"a ,� €rytxgrtz�ttrt :+, �,MiikrCit.c,aPcr 36ot thw C e.r:c tyf Alitrit *,rtrie z a +E:aPl +itJ•:•a ,tLffzJi zhJs 6.a.�: ta,ttazN €ttctJat CrM •ir+tlt €tta, Itt:i tahttc' la,ftttcr, t tptartxe€ ,A� ats� t r t {''.Ct t tdkd7ai rl 'st it 1 b,: J•ct cd sort ye 4 to€a M ar It r n? t t } J -•an •tA,C t:t E iIa ,ts t! a tzcattb i'sr4 an, t G t ',E(tS 1 sd i ttkti 9 t I is tlLt C' "Prti C� z t ttl,toaz rtti a,,lxettz. ,rsstlttA +,'r[, ,ettrJ r I;c �t�i,r, f f,11111111111111111-111111L =tws €1 and z;ez +, r >F =` xacasL& trtc$ttsl,trtt sit €•(, p t'tsAt', ,etsxp . aaN isa}.. rv, _zt F sre and t }ct e •wl :sailtk tt ztss, y t Icl ttL fi'iena rt d6 itomc 7 l= umIttt .tzt +i ttL tit � qt Etqut'o�+ 1t :txtct u,.N sane' El.rr <irk act stt,l'e llt.hlttlp okS tlii= ,tss i9 �iPtlttatt()€ti-x£tnt,. _P.ts0t _ 1 !, ar €tc atsatl htz, ctsz �s :•r ry ac t °sszb. Ja as grtetkat }.Jt, r.at c°.. �„ ic .t :aies,1,",. ;• : : *ta f7r itt;atViS s srtdti s rtrtt, rra i a €sitr rt zeta tt�tt z tz.tt w atsfc t � _.. Howls. rkiL iw an,i z,s ik NG TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. � ): " � C€lE &l r, )EM' F.1.()PN ll ."S,E . . k' PitiDl. t - #lar t tiltelt's a►ihitecLsc i\3lsc : 6ctt►Itt° 15, 2iil1 f~ras't+,r d < .,Ill ft) `..•:x. `, t, .t€i .i 1, ,,.5. �. 1 4 'S" +t d ^a :. i� 11 t } ,} cptttltt,.. �t u. P ; 4 1_.c � . �:i ! ,�� z }t.�€ n €.r_ t t ..t.,.,lc t , s i, t t.el _ yt. l�crntt, to t ... ,.. ft t ...i . ftis�lE ,. t r'.; r - f E:t ' 1.... -� i, s .,. , €.,, � 11 t s:,:.. €51 ..tt. .Jlc' .,.'€ t.,I',fs^ A +? t *., P.t_ st. 1. tk'S4 •. a c... I 3�c..,aza� €.. J, ctz.s,;,, v, ,za t...,, r, l.a.J..l eat E <.t apt. €_ r�. s. .tt t i � t Rat. 1 +.3 sl+:slttsa .. ct.frt ,a +.�a,z7e t t} _ rtt,t.1ttttztt<:~; >t,al}Jt' :.vie ,f tta ilia c c"i< .,I i_ }c °t e t., <t„ rr;: "I tt tr l.a 1si, ___ F° ; It 1 {' 4€ l` 3' , !7 Je i Er l $:a l' E' f' 1" '� - _i ` " , ° `_ _1__j,'_ E 1 -.l _1 J 9 11 i 1 ,. t 3 , .. i" _ � .., 1.y a s P s i-, J� P f }' t, i p is l^ e rl _ /I'a • o_}ai b ited Uses is Y lt" Bloe ll .'V,ELOPMI✓]VT AP.PEI±DI7�.A___P.eranatt_ _ . - - October 15, 2003 (revised t 2010 Raw 10-21-13 "P- Penniited rases by block; SP -Uses that ma Y be applied for via Special Use Permit; Blank - Uses {n•ohib {red within block. E of non-residential The square footages for all uses shaded. in this table snail count t owards the retail (lie n a dental s p ortiot q uare footage e maxinmm established in the Code ofDevelopment In Table l +. "Uses `fable" Block (3rou 1 2` 3 Block A D C D E F' G Office and business machines sales and service P P P P P P' P Optical goods sales 1' P P P' P P P Outdoor Am hltpCatre with no Fixed seats and Jillhed operation p P snap as no loads eskers after 10 tit, weekends oral'; etc. Outdoor eating establishment nraafd P P P t7utdaor• storage, display and/or sales serving or associated with a by -right permitted use, if any portion of the use would be visible. SP SP 5P SP SP SP SP i fi'Dtn n PraVelzva - Parks, la rounds and civic spaces P P P P P P P Phako ra hie- Dods sales P P P P P P P Private sc }roe )s P P P' P P P P Professional offices, including medical dental and optical P P 1? ' P P P P Public and private utilities and infiastrucntre P P P P P P P Public use s and bnild'ut g s , including - kern P Drat Y or mobile facilities such as schools offices , parks, playgrounds and roads funded, owned or operated by � local, state, or federal agencies, public water P P P P P P P and server transmission, tttaitt or trunk lines,. tt'eanttout facilities, pumping stations and the like, ocd and/or operated by the ' evn Rivanna Water and Sewer Authority, � Research And develo ntcnt activities including experimental testing P P P P P P P • .- Retail nurseries and reenhousDS P P P P P P P Sales & Service pf Dads associated with rind aJ use P P P P' P P P' Sales of major recreational ui tneiit and vehicles P P School of special instruction P P P P P P P' Seasonal and periodic events such as holiday festivals, community f airs, artisan and Public open markets, and other pedestrian related P P P P P P P events to be conducted oft adjacent ovate attests Tern atxtt Events SP 5P SP SP 5P SP SP • •.... related Spt'VIeeS e ti v t n6 sales end ate 5 a_ S attht Dods sales P P P P P P 1> Stand atone parking and arkht structures reference 4.12, 5.1,41 P P P P P P P Saormwater tnanagemettt facilities shown an an approved final site P P P P P P P plan of subdivision plat 5evim,, elf, tennis or athletic facility P P P P P P P Tailor seamstress P P P P P P P Tetra Drat canstructianuses (reference 51.18 P P P P P P P Teniporary nonresidential mobile homes refeience 5,8 P P P P P P P Veteritiar Office and Hospital P P P P P P P Visual and audio appliances sales P P P P P P [' Warehouse facilities not permitted under section 24,2:1 (reference. Wayside stands - vegetables and agricultural produce (reference P P P P P P P 15.1,19) _ _ Wholesale Distribution Ott &P � � 8R � taasnas a, oac * The Service Station use an Land Bay F shown on the Application Plan at F5 will be limited to a Fuel Facility which will operate as an accessary use to a larger retail user within Land Bay F. The Fuel Facility area will be limited to the dispensing of retail motor fuels and retail sale of lubricants (such as motor oil, coolants, brake fluid and windshield wiper fluid). All other elements of the Service Station use, as defined by the Zoning Ordinance, will not to i' la E_ � Et .. ... ... ....... ,.. , .. ..,,µ. .{.. .. } ?Gi Clio v1iG r. IIFs, Ic, h.:t i6`..4,..5..!"41x,t :371,i le_iil:t;:.i? ,li°€. •*1, , t.._ .1 fr*ta lc. Si4 : !d i 1�....: }Y i !' yn,., a74 �P , �It }Y tit vF"�7 :]E`t7 sd lL i , P �' € C, t � _... Cf � tt'St E$vtal't 1» P P.- :: J3 1.R !: I,l:, na a ftr.E;nt_ .1 tl,' °. 4 +� i tscE ..L c ¢5 Ott 1'' ..._._.._.._ �. __._..M1. _.. ,^ , i€ t i Sl t�€ tLt 5 J SA €t !tJ €�S dts .iF1A tit, §L tSti ix r J1 d P € P F i i' , 1$ ? PLANNERS PO Box 4119 30430 Avetnore Square PI. Lynchburg*, VA 24502 Clh:,rlottasviLle, VA 22911 Phone: 434.316.6080 P't €Doer 434.9843700 w ww. w wussiicuafcs. ncl DESIGNED BY. PROJECT: RU STONEFI ELD BLOCK G DRAWN BY: FINAL SITE PLAN ri±B ALBEMARLE COUNTY, VIRGINIA TITLE: DtHR BY: GENERAL NOTES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21 3118.01 31 1801 C_ND-3.dwg C1V►L V. NIA 000/28/14 } 3' i f � t �,- P 11-1-111111 I 1' tF WMm 4im ENGINEERS AsSOCIATES SURVEYORS be allowed an FS. �sttzcetafaPtt 'stt.ilr 4w vt,n dtttyat stl lrtttti"', SET REV. ND. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 CO :DE OF DEVELOPMENT DEVELOPMENT APPENDIX A -- Permitted/Prohibited Uses by Block* 1-13 October 1S 2003(revised 201 Rev: 1 d -2 0 3►t1. $. - •miffed users by black• SP -Uses that ma be applied far via Special Use. Permit; Blank- Uses prohibited tvithitt b P Pet , Y € p 1 s spa d in this table snail count towards the retail portion of the non-residential square The square faotatges for all use de p ma;cimttrn establlished in tttc Code ofl7cvelo Development in Table I: "Uses Table" B1ackGrou 1 2 3 Block A ]3 C_ D 13 F G Detached silo le Tamil >� T 5enti- detacJhad and attached single - family dwellings snail as duplexes, triplexes, uadru lexes, townhouses, atrium houses and P P P P P q P R patio houses, and accessory,aftailtnents� B Mufti le-famil' dwellings . _.� P P P P P S Rental of ermined residential uses P P P P _P� Homes for develo inentall disabled arsons reference 5. f.07 P _ P P P P Boarding houses P P P P P Touustlod na s aeferenceS,l.l? P P P P P E Home occupation, Class A reference 5.2 P P P P P SP SP SP SP SP Horne aceuation, Class 13_referenee 5.2 P P P P P P P Aceessot uses and buitdiu s, including storage buildings Assisted IEvin P P P P P P P Rest borne, nursing ponies, ot�convalesoenthomes P P P P P P P Achnittistrattive business and professional offices P P P P P P P Antique, gift. 'eivelr notion rand craft shops P P P P P P P Auction houses P P P P P P N � Automobilelanndries P P P P P P 0 AuROmobile truck repair shoe excLndln bad sho P N /Automobile set-vice stations reference 5.1.20 P* Barber, beauty shops P P P P P P P R d Shop SP SP SP SP SP SP � Ba 0 Building materials sales P P P P P P S Tier I personal wireless service facilities reference: 5.1.40 _ P P P P P P P I .Tier II personal wireless service facilities reference 5, 1.40) P P P P P P P D ' TLerIIS personal wireless service facilities reference 5.E,4Q SP I SP SP SP SP SP SP E Cemeteries lV Churches P P P P P P P T 1 Clothin a oral and staae slto s P P P P P P P A Clubs, lodges, civic fietemal patriotic (reference 5.1,2 P P P P P P P Commercial kerntels - indoor only ' reference 5,1.11 P P P P P P L C CotntnerciPal recreation establishments including but not limited to P P P P P P P U amttseintent centers bowling alleys, pool halls and dance halls S Community ..center P P P P P 1? P E C;ontrackors' office and a tti cnP;nt store a and P P P P P P P S Convetticnae stores P P P P P P P Da rare, child care or nursery facility reference 5,1.06 P P P P P 1' P Department 'store P P P P P r P - Drive -in theaters 1 ?riv -i indotvs serving or associaked with pertuitted uses SP SP SF SP SP SP SP Dru store, pharmacy P P P P P P P Satin establishment (not including fast food restaurant P P P P P P P SH OP 7P ,,:,��,, �v�,Z.- td -15- BY DATE �SStQNAL �,s GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES LE., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAYING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND CAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 296. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFELY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 13. 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. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT 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. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:YERIICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILI 1�tI acrttt . , .:..: . t, r k i, _ " .. . h-d! w, wi,, c)si �rr;i rcita'ttcLtcu tt6lmgz ..c vchiding . .risz;,. >trtKtt.le" m;,J ttttJ��' €ts „*rlx : :s. tlttrw. tra9tstt,rrt%:r ,. h €ttcs. tz :ctr~ts ustu` rViatcd fdr:ilit :e� i�rtt rh,,utlfttt, +t_ �J'nzrliall ,r,. s, �- >st.l..,,.-nt:.�* aatti xlsetatt'zi��,.tP�bi!tarPtttza- �.i.,tCl.ic =n t�€ttarrrarrrff.4;; = <•�ra {i� ti #Jr 4'tt €+zt }tr ,,. pout{ tstw *,iaz.tt.� and apfa trf, rtuls•, cawr .i ..Etd rtita4�f «rtc.4;W} CJiq��: kalii €irtttrra =bstv9,�'�cr.trc - \tikl�u,tti'. 1 :�,c.r.h , attlzvrss c.M; r. Fz� .= rr�xe s,.itY:�• r,:cftc.z.E �%,rz_, .L; {){�itc , aatai _ «raas;af� Ncs.11apa'rV,,carrit 1"a ,� €rytxgrtz�ttrt :+, �,MiikrCit.c,aPcr 36ot thw C e.r:c tyf Alitrit *,rtrie z a +E:aPl +itJ•:•a ,tLffzJi zhJs 6.a.�: ta,ttazN €ttctJat CrM •ir+tlt €tta, Itt:i tahttc' la,ftttcr, t tptartxe€ ,A� ats� t r t {''.Ct t tdkd7ai rl 'st it 1 b,: J•ct cd sort ye 4 to€a M ar It r n? t t } J -•an •tA,C t:t E iIa ,ts t! a tzcattb i'sr4 an, t G t ',E(tS 1 sd i ttkti 9 t I is tlLt C' "Prti C� z t ttl,toaz rtti a,,lxettz. ,rsstlttA +,'r[, ,ettrJ r I;c �t�i,r, f f,11111111111111111-111111L =tws €1 and z;ez +, r >F =` xacasL& trtc$ttsl,trtt sit €•(, p t'tsAt', ,etsxp . aaN isa}.. rv, _zt F sre and t }ct e •wl :sailtk tt ztss, y t Icl ttL fi'iena rt d6 itomc 7 l= umIttt .tzt +i ttL tit � qt Etqut'o�+ 1t :txtct u,.N sane' El.rr <irk act stt,l'e llt.hlttlp okS tlii= ,tss i9 �iPtlttatt()€ti-x£tnt,. _P.ts0t _ 1 !, ar €tc atsatl htz, ctsz �s :•r ry ac t °sszb. Ja as grtetkat }.Jt, r.at c°.. �„ ic .t :aies,1,",. ;• : : *ta f7r itt;atViS s srtdti s rtrtt, rra i a €sitr rt zeta tt�tt z tz.tt w atsfc t � _.. Howls. rkiL iw an,i z,s ik NG TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. � ): " � C€lE &l r, )EM' F.1.()PN ll ."S,E . . k' PitiDl. t - #lar t tiltelt's a►ihitecLsc i\3lsc : 6ctt►Itt° 15, 2iil1 f~ras't+,r d < .,Ill ft) `..•:x. `, t, .t€i .i 1, ,,.5. �. 1 4 'S" +t d ^a :. i� 11 t } ,} cptttltt,.. �t u. P ; 4 1_.c � . �:i ! ,�� z }t.�€ n €.r_ t t ..t.,.,lc t , s i, t t.el _ yt. l�crntt, to t ... ,.. ft t ...i . ftis�lE ,. t r'.; r - f E:t ' 1.... -� i, s .,. , €.,, � 11 t s:,:.. €51 ..tt. .Jlc' .,.'€ t.,I',fs^ A +? t *., P.t_ st. 1. tk'S4 •. a c... I 3�c..,aza� €.. J, ctz.s,;,, v, ,za t...,, r, l.a.J..l eat E <.t apt. €_ r�. s. .tt t i � t Rat. 1 +.3 sl+:slttsa .. ct.frt ,a +.�a,z7e t t} _ rtt,t.1ttttztt<:~; >t,al}Jt' :.vie ,f tta ilia c c"i< .,I i_ }c °t e t., <t„ rr;: "I tt tr l.a 1si, ___ F° ; It 1 {' 4€ l` 3' , !7 Je i Er l $:a l' E' f' 1" '� - _i ` " , ° `_ _1__j,'_ E 1 -.l _1 J 9 11 i 1 ,. t 3 , .. i" _ � .., 1.y a s P s i-, J� P f }' t, i p is l^ e rl _ /I'a • o_}ai b ited Uses is Y lt" Bloe ll .'V,ELOPMI✓]VT AP.PEI±DI7�.A___P.eranatt_ _ . - - October 15, 2003 (revised t 2010 Raw 10-21-13 "P- Penniited rases by block; SP -Uses that ma Y be applied for via Special Use Permit; Blank - Uses {n•ohib {red within block. E of non-residential The square footages for all uses shaded. in this table snail count t owards the retail (lie n a dental s p ortiot q uare footage e maxinmm established in the Code ofDevelopment In Table l +. "Uses `fable" Block (3rou 1 2` 3 Block A D C D E F' G Office and business machines sales and service P P P P P P' P Optical goods sales 1' P P P' P P P Outdoor Am hltpCatre with no Fixed seats and Jillhed operation p P snap as no loads eskers after 10 tit, weekends oral'; etc. Outdoor eating establishment nraafd P P P t7utdaor• storage, display and/or sales serving or associated with a by -right permitted use, if any portion of the use would be visible. SP SP 5P SP SP SP SP i fi'Dtn n PraVelzva - Parks, la rounds and civic spaces P P P P P P P Phako ra hie- Dods sales P P P P P P P Private sc }roe )s P P P' P P P P Professional offices, including medical dental and optical P P 1? ' P P P P Public and private utilities and infiastrucntre P P P P P P P Public use s and bnild'ut g s , including - kern P Drat Y or mobile facilities such as schools offices , parks, playgrounds and roads funded, owned or operated by � local, state, or federal agencies, public water P P P P P P P and server transmission, tttaitt or trunk lines,. tt'eanttout facilities, pumping stations and the like, ocd and/or operated by the ' evn Rivanna Water and Sewer Authority, � Research And develo ntcnt activities including experimental testing P P P P P P P • .- Retail nurseries and reenhousDS P P P P P P P Sales & Service pf Dads associated with rind aJ use P P P P' P P P' Sales of major recreational ui tneiit and vehicles P P School of special instruction P P P P P P P' Seasonal and periodic events such as holiday festivals, community f airs, artisan and Public open markets, and other pedestrian related P P P P P P P events to be conducted oft adjacent ovate attests Tern atxtt Events SP 5P SP SP 5P SP SP • •.... related Spt'VIeeS e ti v t n6 sales end ate 5 a_ S attht Dods sales P P P P P P 1> Stand atone parking and arkht structures reference 4.12, 5.1,41 P P P P P P P Saormwater tnanagemettt facilities shown an an approved final site P P P P P P P plan of subdivision plat 5evim,, elf, tennis or athletic facility P P P P P P P Tailor seamstress P P P P P P P Tetra Drat canstructianuses (reference 51.18 P P P P P P P Teniporary nonresidential mobile homes refeience 5,8 P P P P P P P Veteritiar Office and Hospital P P P P P P P Visual and audio appliances sales P P P P P P [' Warehouse facilities not permitted under section 24,2:1 (reference. Wayside stands - vegetables and agricultural produce (reference P P P P P P P 15.1,19) _ _ Wholesale Distribution Ott &P � � 8R � taasnas a, oac * The Service Station use an Land Bay F shown on the Application Plan at F5 will be limited to a Fuel Facility which will operate as an accessary use to a larger retail user within Land Bay F. The Fuel Facility area will be limited to the dispensing of retail motor fuels and retail sale of lubricants (such as motor oil, coolants, brake fluid and windshield wiper fluid). All other elements of the Service Station use, as defined by the Zoning Ordinance, will not to i' la E_ � Et .. ... ... ....... ,.. , .. ..,,µ. .{.. .. } ?Gi Clio v1iG r. IIFs, Ic, h.:t i6`..4,..5..!"41x,t :371,i le_iil:t;:.i? ,li°€. •*1, , t.._ .1 fr*ta lc. Si4 : !d i 1�....: }Y i !' yn,., a74 �P , �It }Y tit vF"�7 :]E`t7 sd lL i , P �' € C, t � _... Cf � tt'St E$vtal't 1» P P.- :: J3 1.R !: I,l:, na a ftr.E;nt_ .1 tl,' °. 4 +� i tscE ..L c ¢5 Ott 1'' ..._._.._.._ �. __._..M1. _.. ,^ , i€ t i Sl t�€ tLt 5 J SA €t !tJ €�S dts .iF1A tit, §L tSti ix r J1 d P € P F i i' , 1$ ? PLANNERS PO Box 4119 30430 Avetnore Square PI. Lynchburg*, VA 24502 Clh:,rlottasviLle, VA 22911 Phone: 434.316.6080 P't €Doer 434.9843700 w ww. w wussiicuafcs. ncl DESIGNED BY. PROJECT: RU STONEFI ELD BLOCK G DRAWN BY: FINAL SITE PLAN ri±B ALBEMARLE COUNTY, VIRGINIA TITLE: DtHR BY: GENERAL NOTES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21 3118.01 31 1801 C_ND-3.dwg C1V►L V. NIA 000/28/14 } 3' i f � t �,- P 11-1-111111 I 1' tF WMm 4im ENGINEERS AsSOCIATES SURVEYORS be allowed an FS. �sttzcetafaPtt 'stt.ilr 4w vt,n dtttyat stl lrtttti"', SET REV. ND. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 �v�,Z.- td -15- BY DATE �SStQNAL �,s GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES LE., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAYING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND CAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 296. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFELY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 13. 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. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT 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. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:YERIICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILI 1�tI acrttt . , .:..: . t, r k i, _ " .. . h-d! w, wi,, c)si �rr;i rcita'ttcLtcu tt6lmgz ..c vchiding . .risz;,. >trtKtt.le" m;,J ttttJ��' €ts „*rlx : :s. tlttrw. tra9tstt,rrt%:r ,. h €ttcs. tz :ctr~ts ustu` rViatcd fdr:ilit :e� i�rtt rh,,utlfttt, +t_ �J'nzrliall ,r,. s, �- >st.l..,,.-nt:.�* aatti xlsetatt'zi��,.tP�bi!tarPtttza- �.i.,tCl.ic =n t�€ttarrrarrrff.4;; = <•�ra {i� ti #Jr 4'tt €+zt }tr ,,. pout{ tstw *,iaz.tt.� and apfa trf, rtuls•, cawr .i ..Etd rtita4�f «rtc.4;W} CJiq��: kalii €irtttrra =bstv9,�'�cr.trc - \tikl�u,tti'. 1 :�,c.r.h , attlzvrss c.M; r. Fz� .= rr�xe s,.itY:�• r,:cftc.z.E �%,rz_, .L; {){�itc , aatai _ «raas;af� Ncs.11apa'rV,,carrit 1"a ,� €rytxgrtz�ttrt :+, �,MiikrCit.c,aPcr 36ot thw C e.r:c tyf Alitrit *,rtrie z a +E:aPl +itJ•:•a ,tLffzJi zhJs 6.a.�: ta,ttazN €ttctJat CrM •ir+tlt €tta, Itt:i tahttc' la,ftttcr, t tptartxe€ ,A� ats� t r t {''.Ct t tdkd7ai rl 'st it 1 b,: J•ct cd sort ye 4 to€a M ar It r n? t t } J -•an •tA,C t:t E iIa ,ts t! a tzcattb i'sr4 an, t G t ',E(tS 1 sd i ttkti 9 t I is tlLt C' "Prti C� z t ttl,toaz rtti a,,lxettz. ,rsstlttA +,'r[, ,ettrJ r I;c �t�i,r, f f,11111111111111111-111111L =tws €1 and z;ez +, r >F =` xacasL& trtc$ttsl,trtt sit €•(, p t'tsAt', ,etsxp . aaN isa}.. rv, _zt F sre and t }ct e •wl :sailtk tt ztss, y t Icl ttL fi'iena rt d6 itomc 7 l= umIttt .tzt +i ttL tit � qt Etqut'o�+ 1t :txtct u,.N sane' El.rr <irk act stt,l'e llt.hlttlp okS tlii= ,tss i9 �iPtlttatt()€ti-x£tnt,. _P.ts0t _ 1 !, ar €tc atsatl htz, ctsz �s :•r ry ac t °sszb. Ja as grtetkat }.Jt, r.at c°.. �„ ic .t :aies,1,",. ;• : : *ta f7r itt;atViS s srtdti s rtrtt, rra i a €sitr rt zeta tt�tt z tz.tt w atsfc t � _.. Howls. rkiL iw an,i z,s ik NG TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. � ): " � C€lE &l r, )EM' F.1.()PN ll ."S,E . . k' PitiDl. t - #lar t tiltelt's a►ihitecLsc i\3lsc : 6ctt►Itt° 15, 2iil1 f~ras't+,r d < .,Ill ft) `..•:x. `, t, .t€i .i 1, ,,.5. �. 1 4 'S" +t d ^a :. i� 11 t } ,} cptttltt,.. �t u. P ; 4 1_.c � . �:i ! ,�� z }t.�€ n €.r_ t t ..t.,.,lc t , s i, t t.el _ yt. l�crntt, to t ... ,.. ft t ...i . ftis�lE ,. t r'.; r - f E:t ' 1.... -� i, s .,. , €.,, � 11 t s:,:.. €51 ..tt. .Jlc' .,.'€ t.,I',fs^ A +? t *., P.t_ st. 1. tk'S4 •. a c... I 3�c..,aza� €.. J, ctz.s,;,, v, ,za t...,, r, l.a.J..l eat E <.t apt. €_ r�. s. .tt t i � t Rat. 1 +.3 sl+:slttsa .. ct.frt ,a +.�a,z7e t t} _ rtt,t.1ttttztt<:~; >t,al}Jt' :.vie ,f tta ilia c c"i< .,I i_ }c °t e t., <t„ rr;: "I tt tr l.a 1si, ___ F° ; It 1 {' 4€ l` 3' , !7 Je i Er l $:a l' E' f' 1" '� - _i ` " , ° `_ _1__j,'_ E 1 -.l _1 J 9 11 i 1 ,. t 3 , .. i" _ � .., 1.y a s P s i-, J� P f }' t, i p is l^ e rl _ /I'a • o_}ai b ited Uses is Y lt" Bloe ll .'V,ELOPMI✓]VT AP.PEI±DI7�.A___P.eranatt_ _ . - - October 15, 2003 (revised t 2010 Raw 10-21-13 "P- Penniited rases by block; SP -Uses that ma Y be applied for via Special Use Permit; Blank - Uses {n•ohib {red within block. E of non-residential The square footages for all uses shaded. in this table snail count t owards the retail (lie n a dental s p ortiot q uare footage e maxinmm established in the Code ofDevelopment In Table l +. "Uses `fable" Block (3rou 1 2` 3 Block A D C D E F' G Office and business machines sales and service P P P P P P' P Optical goods sales 1' P P P' P P P Outdoor Am hltpCatre with no Fixed seats and Jillhed operation p P snap as no loads eskers after 10 tit, weekends oral'; etc. Outdoor eating establishment nraafd P P P t7utdaor• storage, display and/or sales serving or associated with a by -right permitted use, if any portion of the use would be visible. SP SP 5P SP SP SP SP i fi'Dtn n PraVelzva - Parks, la rounds and civic spaces P P P P P P P Phako ra hie- Dods sales P P P P P P P Private sc }roe )s P P P' P P P P Professional offices, including medical dental and optical P P 1? ' P P P P Public and private utilities and infiastrucntre P P P P P P P Public use s and bnild'ut g s , including - kern P Drat Y or mobile facilities such as schools offices , parks, playgrounds and roads funded, owned or operated by � local, state, or federal agencies, public water P P P P P P P and server transmission, tttaitt or trunk lines,. tt'eanttout facilities, pumping stations and the like, ocd and/or operated by the ' evn Rivanna Water and Sewer Authority, � Research And develo ntcnt activities including experimental testing P P P P P P P • .- Retail nurseries and reenhousDS P P P P P P P Sales & Service pf Dads associated with rind aJ use P P P P' P P P' Sales of major recreational ui tneiit and vehicles P P School of special instruction P P P P P P P' Seasonal and periodic events such as holiday festivals, community f airs, artisan and Public open markets, and other pedestrian related P P P P P P P events to be conducted oft adjacent ovate attests Tern atxtt Events SP 5P SP SP 5P SP SP • •.... related Spt'VIeeS e ti v t n6 sales end ate 5 a_ S attht Dods sales P P P P P P 1> Stand atone parking and arkht structures reference 4.12, 5.1,41 P P P P P P P Saormwater tnanagemettt facilities shown an an approved final site P P P P P P P plan of subdivision plat 5evim,, elf, tennis or athletic facility P P P P P P P Tailor seamstress P P P P P P P Tetra Drat canstructianuses (reference 51.18 P P P P P P P Teniporary nonresidential mobile homes refeience 5,8 P P P P P P P Veteritiar Office and Hospital P P P P P P P Visual and audio appliances sales P P P P P P [' Warehouse facilities not permitted under section 24,2:1 (reference. Wayside stands - vegetables and agricultural produce (reference P P P P P P P 15.1,19) _ _ Wholesale Distribution Ott &P � � 8R � taasnas a, oac * The Service Station use an Land Bay F shown on the Application Plan at F5 will be limited to a Fuel Facility which will operate as an accessary use to a larger retail user within Land Bay F. The Fuel Facility area will be limited to the dispensing of retail motor fuels and retail sale of lubricants (such as motor oil, coolants, brake fluid and windshield wiper fluid). All other elements of the Service Station use, as defined by the Zoning Ordinance, will not to i' la E_ � Et .. ... ... ....... ,.. , .. ..,,µ. .{.. .. } ?Gi Clio v1iG r. IIFs, Ic, h.:t i6`..4,..5..!"41x,t :371,i le_iil:t;:.i? ,li°€. •*1, , t.._ .1 fr*ta lc. Si4 : !d i 1�....: }Y i !' yn,., a74 �P , �It }Y tit vF"�7 :]E`t7 sd lL i , P �' € C, t � _... Cf � tt'St E$vtal't 1» P P.- :: J3 1.R !: I,l:, na a ftr.E;nt_ .1 tl,' °. 4 +� i tscE ..L c ¢5 Ott 1'' ..._._.._.._ �. __._..M1. _.. ,^ , i€ t i Sl t�€ tLt 5 J SA €t !tJ €�S dts .iF1A tit, §L tSti ix r J1 d P € P F i i' , 1$ ? PLANNERS PO Box 4119 30430 Avetnore Square PI. Lynchburg*, VA 24502 Clh:,rlottasviLle, VA 22911 Phone: 434.316.6080 P't €Doer 434.9843700 w ww. w wussiicuafcs. ncl DESIGNED BY. PROJECT: RU STONEFI ELD BLOCK G DRAWN BY: FINAL SITE PLAN ri±B ALBEMARLE COUNTY, VIRGINIA TITLE: DtHR BY: GENERAL NOTES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21 3118.01 31 1801 C_ND-3.dwg C1V►L V. NIA 000/28/14 } 3' i f � t �,- P 11-1-111111 I 1' tF WMm 4im ENGINEERS AsSOCIATES SURVEYORS be allowed an FS. �sttzcetafaPtt 'stt.ilr 4w vt,n dtttyat stl lrtttti"', SET REV. ND. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 P f }' t, i p is l^ e rl _ /I'a • o_}ai b ited Uses is Y lt" Bloe ll .'V,ELOPMI✓]VT AP.PEI±DI7�.A___P.eranatt_ _ . - - October 15, 2003 (revised t 2010 Raw 10-21-13 "P- Penniited rases by block; SP -Uses that ma Y be applied for via Special Use Permit; Blank - Uses {n•ohib {red within block. E of non-residential The square footages for all uses shaded. in this table snail count t owards the retail (lie n a dental s p ortiot q uare footage e maxinmm established in the Code ofDevelopment In Table l +. "Uses `fable" Block (3rou 1 2` 3 Block A D C D E F' G Office and business machines sales and service P P P P P P' P Optical goods sales 1' P P P' P P P Outdoor Am hltpCatre with no Fixed seats and Jillhed operation p P snap as no loads eskers after 10 tit, weekends oral'; etc. Outdoor eating establishment nraafd P P P t7utdaor• storage, display and/or sales serving or associated with a by -right permitted use, if any portion of the use would be visible. SP SP 5P SP SP SP SP i fi'Dtn n PraVelzva - Parks, la rounds and civic spaces P P P P P P P Phako ra hie- Dods sales P P P P P P P Private sc }roe )s P P P' P P P P Professional offices, including medical dental and optical P P 1? ' P P P P Public and private utilities and infiastrucntre P P P P P P P Public use s and bnild'ut g s , including - kern P Drat Y or mobile facilities such as schools offices , parks, playgrounds and roads funded, owned or operated by � local, state, or federal agencies, public water P P P P P P P and server transmission, tttaitt or trunk lines,. tt'eanttout facilities, pumping stations and the like, ocd and/or operated by the ' evn Rivanna Water and Sewer Authority, � Research And develo ntcnt activities including experimental testing P P P P P P P • .- Retail nurseries and reenhousDS P P P P P P P Sales & Service pf Dads associated with rind aJ use P P P P' P P P' Sales of major recreational ui tneiit and vehicles P P School of special instruction P P P P P P P' Seasonal and periodic events such as holiday festivals, community f airs, artisan and Public open markets, and other pedestrian related P P P P P P P events to be conducted oft adjacent ovate attests Tern atxtt Events SP 5P SP SP 5P SP SP • •.... related Spt'VIeeS e ti v t n6 sales end ate 5 a_ S attht Dods sales P P P P P P 1> Stand atone parking and arkht structures reference 4.12, 5.1,41 P P P P P P P Saormwater tnanagemettt facilities shown an an approved final site P P P P P P P plan of subdivision plat 5evim,, elf, tennis or athletic facility P P P P P P P Tailor seamstress P P P P P P P Tetra Drat canstructianuses (reference 51.18 P P P P P P P Teniporary nonresidential mobile homes refeience 5,8 P P P P P P P Veteritiar Office and Hospital P P P P P P P Visual and audio appliances sales P P P P P P [' Warehouse facilities not permitted under section 24,2:1 (reference. Wayside stands - vegetables and agricultural produce (reference P P P P P P P 15.1,19) _ _ Wholesale Distribution Ott &P � � 8R � taasnas a, oac * The Service Station use an Land Bay F shown on the Application Plan at F5 will be limited to a Fuel Facility which will operate as an accessary use to a larger retail user within Land Bay F. The Fuel Facility area will be limited to the dispensing of retail motor fuels and retail sale of lubricants (such as motor oil, coolants, brake fluid and windshield wiper fluid). All other elements of the Service Station use, as defined by the Zoning Ordinance, will not to i' la E_ � Et .. ... ... ....... ,.. , .. ..,,µ. .{.. .. } ?Gi Clio v1iG r. IIFs, Ic, h.:t i6`..4,..5..!"41x,t :371,i le_iil:t;:.i? ,li°€. •*1, , t.._ .1 fr*ta lc. Si4 : !d i 1�....: }Y i !' yn,., a74 �P , �It }Y tit vF"�7 :]E`t7 sd lL i , P �' € C, t � _... Cf � tt'St E$vtal't 1» P P.- :: J3 1.R !: I,l:, na a ftr.E;nt_ .1 tl,' °. 4 +� i tscE ..L c ¢5 Ott 1'' ..._._.._.._ �. __._..M1. _.. ,^ , i€ t i Sl t�€ tLt 5 J SA €t !tJ €�S dts .iF1A tit, §L tSti ix r J1 d P € P F i i' , 1$ ? PLANNERS PO Box 4119 30430 Avetnore Square PI. Lynchburg*, VA 24502 Clh:,rlottasviLle, VA 22911 Phone: 434.316.6080 P't €Doer 434.9843700 w ww. w wussiicuafcs. ncl DESIGNED BY. PROJECT: RU STONEFI ELD BLOCK G DRAWN BY: FINAL SITE PLAN ri±B ALBEMARLE COUNTY, VIRGINIA TITLE: DtHR BY: GENERAL NOTES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21 3118.01 31 1801 C_ND-3.dwg C1V►L V. NIA 000/28/14 } 3' i f � t �,- P 11-1-111111 I 1' tF WMm 4im ENGINEERS AsSOCIATES SURVEYORS be allowed an FS. �sttzcetafaPtt 'stt.ilr 4w vt,n dtttyat stl lrtttti"', SET REV. ND. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 PLANNERS PO Box 4119 30430 Avetnore Square PI. Lynchburg*, VA 24502 Clh:,rlottasviLle, VA 22911 Phone: 434.316.6080 P't €Doer 434.9843700 w ww. w wussiicuafcs. ncl DESIGNED BY. PROJECT: RU STONEFI ELD BLOCK G DRAWN BY: FINAL SITE PLAN ri±B ALBEMARLE COUNTY, VIRGINIA TITLE: DtHR BY: GENERAL NOTES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 21 3118.01 31 1801 C_ND-3.dwg C1V►L V. NIA 000/28/14 } 3' i f � t �,- P 11-1-111111 I 1' tF WMm 4im ENGINEERS AsSOCIATES SURVEYORS be allowed an FS. �sttzcetafaPtt 'stt.ilr 4w vt,n dtttyat stl lrtttti"', SET REV. ND. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 SET REV. ND. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 3 v I 0 z UI 0 o� M i J Z 0 Y J m 0 06 M N r cz Y 0 m 22 m m c 0 m W 00 N r zi EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS % -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS ``SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONVD 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. °p � DESIGNED v : PROJECT: STONEFI ELD BLOCK G 7 DRAWN BY: SET REV. NO. jy ENGINEERS FINAL SITE PLAN `J SURVEYORS TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: � RBE T F T � PLANNERS TITLE: DIHR BY: GENERAL EARTHWORK NOTES C -5 AsSOCIATESHFW PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: Lynchburg, VA 24502 Cha twe,vllle. VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: is" ONAL E�t� Phone 434.3166080 Phone. 434.984.2700 311801C-ND CIVIL H: N/A N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ,�u, wwa"ociate 213118.01 9 V.• N/A 08/28/14 5 of 24 3 I W U, O a0 QJ Z Y J m O a0 N / Y V O m m m C O y.. N 4f C m W DO M N z m 3 I Q. U� O R1 J Z Y m O aC M N C7 Y V O m O O I a� c m W O N / m 3 N I a UI O aD J Z 0 Y J 0] O M ti N / C9 Y V O m m O O O c W �o N / 77 r I SAN L TC TC 3.0' -TREE (TyP) NOTE: STRUCTURE TOPS SHALL BE ADJUSTED TO FINAL FINISHED GRADE IN BLOCK G BASED ON GRADES SHOWN AND ELEVATIONS DEPICTED. i r SO �) a 1 ADDED SPOT SHOTS FOR STRUCTURE TOPS; ADJUSTED GRADING SPOTS RU 12/'22/14 a 0p r,. RBE T F T I b —1 � `��t� W,A ENGINEERS SURVEYORS on PLANNERS S IA`TE PO Box 4119 3040 Avemocc Squuc Pl. Lynchburg, VA X502 Chardottesvtlle. VA 22911 Phone: 434316.6080 Phone: 434.984.2700 ww w"a "oc``ti`e',"`` DESIGNED RU BY. PROJECT: �� BLOCK � FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 3 2 REVISED PER ARB COMMENTS RU 1/12/15 3 ADDED ISLANDS AND REMOVED PARKING; ADDED SPOT SHOTS FOR ISLANDS RU 2/10/15 DRAWN BY: TLB DRAWING NUMBER: C -8 TITLE: GRADING AND DRAINAGE PLAN DIHR BY: Ham, SHEET NUMBER: Q � � 24 8 WWA NUMBER: � � � � � �. � � FILE NAME. � � � �� SP -2.dwg DISCIPLINE: ��1 pf ILL SCALE: H. 1 � _ 2� ' V. NIA a� DATE: 08128114 NO. SHEET REVISION BY (DATE NO. SHEET REVISION BY DATE 3 M� •^^J ry ii v O 0O Y J m 0 ap N / Y V O m v_ m c 0 m m w N / 10 +00 10 +50 PROFILE VIEW: NEW WATER 3 10 +00 10 +50 PROFILE VIEW: NEW WATER 4 10 +00 10 +50 11 +00 11 +50 12 +00 PROFILE VIEW: NEW WATER 2 REVISED UTILITY LAYOUT PER ACSA COMMENTS RU 12/22/14 2 REVISED PER ARB COMMENTS RU 1/12/15 3 REVISED PER ACSA COMMENTS RU 2/10/15 -- - 475 _ _ 1 , - � - - - 475 ■.. 470 - - 470 465 -- - - 465 -- - � S 52 -m - 460 -- - J -- - -- 460 455 -- - - - - - 455 450 _ -- 450 - - -- - - 445 - - - -- - - -- -- -- 445 - -- -- - - - cc 440 - - - - - - - - - - - - 440 435 - — - -- - - -+ - + ci + — v' J a E - 430 _ - cc 430 - - - - 10 +00 10 +50 11 +00 11 +50 12 +00 PROFILE VIEW: NEW WATER 2 10 +00 10 +50 11+00 11+50 12 +00 PROFILE VIEW: NEW WATER I IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' 1 REVISED UTILITY LAYOUT PER ACSA COMMENTS RU 12/22/14 2 REVISED PER ARB COMMENTS RU 1/12/15 3 REVISED PER ACSA COMMENTS RU 2/10/15 oil 1 , ■.. J a E wt 10 +00 10 +50 11+00 11+50 12 +00 PROFILE VIEW: NEW WATER I IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' 1 REVISED UTILITY LAYOUT PER ACSA COMMENTS RU 12/22/14 2 REVISED PER ARB COMMENTS RU 1/12/15 3 REVISED PER ACSA COMMENTS RU 2/10/15 c N0. I SHEET REVISION BY I DATE I N0. SHEET REVISION OP f Z- II> -1S" . S*SfQNAL ENGINEERS ;SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemow Sgnare PL. LynchbLll *, VA 24502 CharlotLesvilJe, VA 22911 Phone: 434.316.6080 Phone: 434.984 2700 wwv.w%associatcs. nct RU STONEFI ELD BLOCK G J� xL 3.�. DRAWN BY. FINAL SITE PLAN Tte ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: WATER & SANITARY SEWER LAYOUT PLAN C -9 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 2131 18.01 311801 C_SP -3.dwg CIVIL H: AS SHOWN 0812811 4 9 of 24 V. N/A 3 v 1 a vl i 10 +00 10 +50 11+00 11+50 12 +00 12 +50 12/'22/14 EX= _ 1 __ __ - _ _ -__ - _- 485 485 490 ::_ -- - -as9 -- _ BE- =1 =8 =- _ - - F _ � _ 490 - py T7171 -- - - -- 480 77T--- 178 � - WWA NUMBER: 213118.01 _ DISCIPLINE: CIVIL SCALE. — — V. 1. 10' - - 475 Ear-ING XIS - ,DATE N0. 480 - - - T- 485 - - 480 N- - - - - 480 o - -- 480 i - _ - - _ - - � -!r _ 480 -- -' � o IN - II n d' c 3 �- - L -- -- - c �- -- G -- - -- • M 480 - - - u IN 475 7 '- - -- - - -- - _ 475 1 480 - -- iDPE 00.51% - 475 470 -- 455 - --EXISTING dG DE - _ - i L - -- 475 470 - - 460 475 OF EX - - E--- - -- 455 - -- _ - 475 _ 465 fr 455 -- - — - — -- - - ®�� - - 465 RADE 470 - - - _ _ - -- - - - - -- 470 - - 470 _ = I - 440 G 13� 460 - - - - - - - - - - -_ _ - 460 _ - - 39T.2 :_ -F. 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I SHEET REVISION 12/'22/14 EX= _ 1 __ __ - _ _ -__ - _- 485 490 ::_ -- - -as9 -- _ BE- =1 =8 =- _ - - F _ � _ 490 - py T7171 -- - - -- 480 77T--- 178 � - WWA NUMBER: 213118.01 _ DISCIPLINE: CIVIL SCALE. — — V. 1. 10' - - 475 Ear-ING XIS - ,DATE N0. 480 - - - T- 485 - - 480 N- - - - - o : -- 480 0 475 - 485 - - _ - � -!r ' - -. -- -- -- - � o IN - II n d' _ _ - � o - N - c �- -- G -- - -- • M 480 - - - u IN -- - - -- _ 475 :- - 480 - -- -- iDPE 00.51% i - -- - - -- 455 460 - _ - __ 475 - - _ - 460 475 OF EX - - E--- - -- 455 - -- _ - 475 _ - 455 -- if 470 - - - - - ®�� -X TANG- RADE 470 - - - _ _ - -- - - - - -- 470 - - 470 _ = I - 440 G 13� - - _ - - - - - - - - 445 465 =_ - -- - _ - - — : - 1 !' 440 : 465 - -- - - - - -- 465 - -_ - - - - -- : - - - _ -- 465 - -- - - 430 430 460 -- - 435 - -- u - - 460 - - - - - - - - 425 o 11 m - - 425 -- 460 460 - - - _ - - - - - -- -- = Lf -0: - - HOPE :01.1111 MD 01.83 455 - - - - -- - U - - C E : . 455 - 455 ___ -NEW -L.F.- 5" IHO - 8-3.3- L.R - A - - - -- : T 1 NEW t 01.75% _ _ __ 00 _ - - -- _ - - 450 - - -- 420 - - F0 01 _ - -- - 450 450 415 T - - 415 -- -- Ire - - - -- -- - -- 450 445 - - - - - - -- - - - - R 445 - -_ -- ,�.� - - - - 445 _ - _ - 440 - - Nsa - M' _ irk ;�, �`- - - _= 440 - - -- -- - - • w - -o cc 06 06 - - h - - - - -- -- '\ 435 : E- 11 - N Lc) III ,rz it 435 - 440 - - - - - F430 =_ _ -- — — _ - - _ � — � 3� ? ? -- - - � = -_ 430 -- _ - Z 10 +00 10 +50 11+00 11+50 12 +00 lz PROFILE VIEW: EX 160.1 TO EX 162 0 J m O M N Y V O m li: C O 1 1 ADDED PRORLE FOR EX 160.1 TO EX 162 O C W N ZE NO. I SHEET REVISION 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 12/'22/14 EX= _ V0 __ __ - _ _ -__ - _- 485 485 -- - -as9 -- - -- BE- =1 =8 =- 485 _ _ F _ - -- 480 - -- -- - - -- 480 77T--- 178 - WWA NUMBER: 213118.01 _ DISCIPLINE: CIVIL SCALE. — — V. 1. 10' - - 475 Ear-ING XIS - ,DATE N0. 480 - - -- _ i - - 480 N- - - - Lij -- 480 0 475 :__ - -� - - _ - - - 475 -- -- - M d IN - II n d' _ _ - 480 -° - N 465 470 - G -- - -- • M IN 460 - - IN r - -- - 475 - - - - -- -- iDPE 00.51% i -- _ - - -- 455 460 - _ - __ 475 - - _ - 460 II:9 L.F OF EX 450 - - E--- - -- 455 - -- _ � - I4DPE- *0.5-_ _ _- 455 -- if 470 - - - - - ®�� -X TANG- RADE 450 - - - _ - - -- - - - - -- 470 - - 440 445 440 - - - - - - - - 445 465 =_ - -- - _ - - — : - 1 !' 440 : -- -- - _ 465 __- -_ - - - - -- ___ - . rn 430 430 460 -- - 435 - -- u - - - - - - - - - - - 425 o 11 m - - 425 -- - - 460 - - - _ - - - - -- _ = Lf -0: - 15 HOPE :01.1111 MD 01.83 - - - - -- - U - - C E : . 455 - 425 ___ -NEW 5" IHO E _ = - - - -- T - NEW t 01.75% HDPE 455 _ __ 00 _ - 420 n _ _ - - - - - -- 420 F0 01 450 415 415 -- -- Ire - - - -- -- - -- 450 - -- - - - : - - _ R _ - -_ -- 445 _ - - - _= 4 - - -- -- - - T - - - - - - - -- -- 440 - - - - - - - - - -- - - 440 - - 435 - -- - - - - -- - - -- - - - - - - 435 - 430 - - -- - - - - - _ - -,- - -- - - - -J - - - -- 430 _ 425 - -- -- �- - 1 N _ -= 425 - -F �. -- -- -_ - - 420 _ = v ?ire n v �- - � - - - - -- - _ -�� __ _ '� - -- � 1 - - - 420 C) O V' MM d0 �Q - t0 CD 00 cc - -- c o • � N 4415 15 tf ! 4 0 . 410 - 410 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 21 18" 12/'22/14 V0 ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Box 4119 3640 Avernoic Square Pl. Ly„chbu,g, VA 24502 Ci, iotle,„iiie. VA22911 Phone 434.316.6080 Phone: 434.9842700 wwm- w"a,o6atc�n„t a 485 Moo -__ -- 485 485 - -- - -- BE- -= 485 Ing F _ 480 - - ME DIHR BY: Ham, 480 X 178 NO - WWA NUMBER: 213118.01 FILE NAME: 311801C_PP -l.dwg DISCIPLINE: CIVIL SCALE. — — V. 1. 10' IF- - 475 Ear-ING XIS - ,DATE N0. 480 - - -- _ i - - 480 - - - -_- EW - Lij 470 - _- 475 :__ - -� I- - _ IM 475 M d - - - 465 470 - -° - N 465 470 - G - -- • - 460 - N r 465 - -- _BADE -- = 465 iDPE 00.51% i -- - - 455 460 - _ __ -- -- - -- - _ -- 460 II:9 L.F OF EX 450 - - - - -- 455 - _ � - I4DPE- *0.5-_ _ _- 455 if - - _ ®�� 445 450 _ -- -: - - - 450 - - - 21 18" 10 +00 10 +50 11 +00 11 +50 10 +00 10 +50 11 +00 RU 12/'22/14 RBE T F T 'sIaNAL ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Box 4119 3640 Avernoic Square Pl. Ly„chbu,g, VA 24502 Ci, iotle,„iiie. VA22911 Phone 434.316.6080 Phone: 434.9842700 wwm- w"a,o6atc�n„t DESIGNED u : 485 -___ -__ -- 485 485 - -- - -- - -= 485 F _ 480 - - - - DIHR BY: Ham, 480 X 178 NO - WWA NUMBER: 213118.01 FILE NAME: 311801C_PP -l.dwg DISCIPLINE: CIVIL SCALE. — — V. 1. 10' IF- - 475 Ear-ING XIS - ,DATE N0. 480 - - -- _ - - - 480 - - - -_- EW - Lij 470 - _- 475 :__ - -� I- - _ IM 475 M d - - - 465 470 - -° - N 465 470 - G - -- • - 460 - N r 465 - -- _BADE -- = 465 iDPE 00.51% i -- - - 455 460 - _ __ -- -- - -- - _ -- 460 II:9 L.F OF EX 450 - - - - -- 455 - _ � - I4DPE- *0.5-_ _ _- 455 if - - _ ®�� 445 450 _ -- -: - - - 450 - - - 440 445 440 - - - - - - - - 445 - 435 440 435 440 - - - -- ___ - . rn 430 430 435 - - u LO - 435 425 o 11 m - 425 - - 430 _ - - - - -- _ = 430 - _ C E : . 425 = - _ = 425 00 _ - 420 n _ _ - - - - - -- 420 F0 01 415 415 -- -- Ire - - - -- -- R 410 10 +00 10 +50 11 +00 11 +50 10 +00 10 +50 11 +00 RU 12/'22/14 RBE T F T 'sIaNAL ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Box 4119 3640 Avernoic Square Pl. Ly„chbu,g, VA 24502 Ci, iotle,„iiie. VA22911 Phone 434.316.6080 Phone: 434.9842700 wwm- w"a,o6atc�n„t DESIGNED u : 485 -___ -__ -- 485 DRAWN BY: TLB DRAWING NUMBER: C -10 OQI mil- ------ c F _ 480 - - - - DIHR BY: Ham, 480 NO - WWA NUMBER: 213118.01 FILE NAME: 311801C_PP -l.dwg DISCIPLINE: CIVIL SCALE. — — V. 1. 10' DATE: 08128114 - 475 Ear-ING XIS - ,DATE N0. SHEET REVISION 475 DATE G - - - -_- EW - 470 - _- -- - 470 465 465 - G - -- • 460 r r i 455 455 - -- - - -- - -- - -- 450 -: - - II �liil - _ • - - _ ®�� 445 _ -- -: 1 �1 i 440 440 -all - _- 435 435 _ -- ___ 430 430 CV -- LO m 425 o 11 m 425 - -- - -- - 420 7:71 C E : . R T 10 +00 10 +50 11 +00 11 +50 10 +00 10 +50 11 +00 RU 12/'22/14 RBE T F T 'sIaNAL ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Box 4119 3640 Avernoic Square Pl. Ly„chbu,g, VA 24502 Ci, iotle,„iiie. VA22911 Phone 434.316.6080 Phone: 434.9842700 wwm- w"a,o6atc�n„t DESIGNED u : 485 -___ -__ -- 485 DRAWN BY: TLB DRAWING NUMBER: C -10 OQI mil- ------ c F _ 480 - - - - DIHR BY: Ham, 480 NO - WWA NUMBER: 213118.01 FILE NAME: 311801C_PP -l.dwg DISCIPLINE: CIVIL SCALE. — — V. 1. 10' DATE: 08128114 - 475 Ear-ING XIS - ,DATE N0. SHEET REVISION 475 DATE G - - - -_- EW - 470 - _- -- - 470 465 465 - -- 460 i 455 455 - -- - - -- - -- - -- 450 -: - - 450 - _ 445 445 _ -- -: - i 440 440 - _- 435 435 _ -- ___ 430 430 CV -- LO m 425 o 11 m 425 - -- - -- - 420 7:71 10 +00 10 +50 11 +00 11 +50 10 +00 10 +50 11 +00 RU 12/'22/14 RBE T F T 'sIaNAL ENGINEERS SURVEYORS PLANNERS AsSOCIATES Po Box 4119 3640 Avernoic Square Pl. Ly„chbu,g, VA 24502 Ci, iotle,„iiie. VA22911 Phone 434.316.6080 Phone: 434.9842700 wwm- w"a,o6atc�n„t DESIGNED u : PROJECT: STONEFI ELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 3 DRAWN BY: TLB DRAWING NUMBER: C -10 TITLE: STORM SEWER PROFILES DIHR BY: Ham, SHEET NUMBER: 10 Of 24 -- - WWA NUMBER: 213118.01 FILE NAME: 311801C_PP -l.dwg DISCIPLINE: CIVIL SCALE. — — V. 1. 10' DATE: 08128114 BY ,DATE N0. SHEET REVISION BY DATE UI O O O C-4 U 00 C4 I-'F- -1 LEGEND DRAINAGE DIVIDE <m z II NO. I SHEET REVISION BY I DATE I NO. SHEET REVISION OP k ENGINEERS SURVEYORS PLANNERS A ASSOCIATES PO Box 4119 3040 Avemore Squ.uc Pl. Lynchburg, VA 24502 ChA.nill.. VA 22911 Phone 434.316.6080 Phone: 4" 4.984 www.wwa,socunes.nct --------- ----- FF'! '77 I -R/W- --TR /W- L 6-, vv VV BENCH MA7 CHISELED LEGEND DRAINAGE DIVIDE <m z II NO. I SHEET REVISION BY I DATE I NO. SHEET REVISION OP k ENGINEERS SURVEYORS PLANNERS A ASSOCIATES PO Box 4119 3040 Avemore Squ.uc Pl. Lynchburg, VA 24502 ChA.nill.. VA 22911 Phone 434.316.6080 Phone: 4" 4.984 www.wwa,socunes.nct --------- ----- '77 I -R/W- --TR /W- 6-, vv VV BENCH MA7 CHISELED _Sl2UARE_ 460.98 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED L. L. 30' 0 30' DESIGNED BY: PROJECT, SET REV. NO. RU STONEFIELD BLOCK G FINAL SITE PLAN 3 DRAWN BY. TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: STORM DRAINAGE AREA MAP C-1 1 DIHR BY HF'W �_�� NUMBER: - WWA NUMBER: U DISCIPLINE: LEGEND DRAINAGE DIVIDE <m z II NO. I SHEET REVISION BY I DATE I NO. SHEET REVISION OP k ENGINEERS SURVEYORS PLANNERS A ASSOCIATES PO Box 4119 3040 Avemore Squ.uc Pl. Lynchburg, VA 24502 ChA.nill.. VA 22911 Phone 434.316.6080 Phone: 4" 4.984 www.wwa,socunes.nct --------- ----- '77 I -R/W- --TR /W- vv VV BENCH MA7 CHISELED _Sl2UARE_ 460.98 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 30' 30' 0 30' DESIGNED BY: PROJECT, SET REV. NO. RU STONEFIELD BLOCK G FINAL SITE PLAN 3 DRAWN BY. TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: STORM DRAINAGE AREA MAP C-1 1 DIHR BY HF'W NUMBER: WWA NUMBER: FILE NAM DISCIPLINE: SCALE. DATE: -SHEET 213118.01 311801 C_SWM- l.dwg CML 30' 081281141 11 of 24 V. NIA 3 .0 N I 3 vl O aD i J Z iz Ca J m O N 0 Y O m 32 m w m c 0 as c W N i Project: Stonefield - Block G WWA Proiect Number: 213118 Stormwater Inlet Computations By: JDB elate- Iitly 2R_ 2n1d ENGINEERS SU Fr.A vNERS 5,IA.TE STORM SEWER DESIGN 'WWA PROJECT NUMBER 21 31 1 8.01 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Stonefield Block O SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (TO RAIN FALL (Itq} RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CA.PA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE- MENT ACCUM- ULATED MIN IN /HR CFS UPPER END LOWER END FT FT/FT IN CFS FPS SEC FT FT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 EX189 EX188 0.20 0.53 011 0.'1 1 5.00 6.67 0.71 464.65 463.54 63.5 0.0175 15 0.010 11.13 9,07 7.00 472.31 7 -66 EX189 EX188 232 0.13 0.83 0.11 O2 5.12 6.63 1.42 463.34 460.91 133.0 0.0't8u 15 0.010 11.38 9.27 14.34 473.25 9.91 EX188 232 EX161 0.63 0.82 0.52 073 5.36 6.55 4.78 46071 458.55 1718 0,0124 15 0.010 939 7.65 22.72 465.03 4.12 232 231 230 0.60 0.35 0.21 021 5.00 6.67 1.40 460.91 460.61 29.6 0.0101 15 0.010 8.48 6.91 429 464.91 4.0C, 231 230 EX161 0.92 0.78 0.72 0,93 5A7 6.64 6.16 460.41 458.55 199.2 0.0093 18 0.010 1323 749 26.61 464.20 3.79 230 234 233 0.31 0.95 0.29 0_29 5.00 6.67 1.96 465.69 465.25 43.7 0.01011 15 0.010 8.45 &88 635 470.69 5.00 234 233 EX160 0.38 0.90 0.34 0.64 5.11 6.63 4.22 465.05 464.50 32.9 €3. ,10 7 15 0.010 10.89 &87 3.71 471.40 635 233 235 EX212 026 .60 0.16 0.16 5.0 6.67 1.04 463.53 462.86 85.7 0.008 15 0.010 7:45 6.07 14.1 470.29 036 235 EX 184 EX 178 0.57 .91 0.52 0.52 5.0 6.67 3.46 460.35 459.89 912 0.005 18 0.010 9:72 5.50 16.0 464:41 406 EX 184 EX 178 EX 163 0.12 .84 0.10 0.62 5.3 6.57 4.07 459.69 459.58 21.4 0.005 18 0.010 9.t82 5.56 3,9 464.84 5.15 EX 178 EX 164 EX 163 0.66 .93 0.61 0.61 5.0 6.67 4.09 45919 459.58 42.8 0.005 18 0.010 9_:59 5.43 7.9 464.80 5.01 EX 164 SWM COMPUTATIONS FOR NORTH UGD FACILITY Albemarle Place BMP Complutation Summary SWM Facility Water Quantity BMP Analysis o 7o Impervious Required Water Provided Water Required Removal Rate Remaining Removal Rate 10 Drainage Areal Area 382.97cfs Quality Volume Quality Volume Removal Rate Provided* Required ** North SWM 57.5 acres 47.3 acres' 81% 66,667cu.ft. 74,480cu.ft. 71% 60% 11% Facility "Removal Rates forthe Permanent North and South SWM Facilities provided byVortechs and Stormfilter working in series. (Removal Rate provided byVortechs Unit= 20 %; Removal Rate provided by Storm filter= 50%,, Total Removal Rate= 60%). **Remaing Removal Rates shall be met through the use ofonsite BMP's such as biofilters or manufactured systems. Locations and designs of additional BMP measures will be addressed with the Final Site Plan submittal. * "`BMP Analysis Area for Permanent North and Interim North SWM Facilitydoes not include offsite drainage from subareas 20, 21, 22, & 23 designated on sheets C -13 and C -14. Albemarle Place Pre /Post Development Runoff Analvsis SWM Facility Pre - Development Runoff to Point of Analysis Post - Development Runoff to Point of Analysis Routed Flows to Point of Analysis 2yr 10 2yr 10yr 2yr 10 North SWM Facility 234.19cfs 382.97cfs 324.32cfs 497.29efs 216.67cfs 365.78cfs Albemarle Place SWM Facilities Storaqe Volume *Total Facility Volume includes Water Quality Volume 1 ADJUSTED INLET TOP FOR Ex 178 RU 12/'22/14 Sli op � DESIGNED U : PROJECT: STONEFI ELD BLOCK G SET REV. N0. ENGINEERS N 3 FINAL SITE PLAN DRAWN er: � SURVEYORS ne ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: RBE T F T PLANNERS DIHR BY: TITLE: Ass""CIATES. STORM DRAIN CALCULATIONS C -12 t b -► S� SHEET NUMBER: PO Box 4119 o-�o at �to ,VA2211 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. 1y Lynehbw�,VA?f4502 CI �Ixt. iI]e,V.a2291t 5� ©>y��,� P,,a«e 434.316.6080 Phone- 434.984z7� 311801C_SWM -2.dw CIVIL H: NIA 12 Of 24 www.wwassoaates ❑u 2131 1 8.() l V. NIA 08 //2811 4 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE Water Quality Total Facility SWM Facility Volume Volume* North SWM 74,480cu.ft. 317,995cu.ft. Facility *Total Facility Volume includes Water Quality Volume 1 ADJUSTED INLET TOP FOR Ex 178 RU 12/'22/14 Sli op � DESIGNED U : PROJECT: STONEFI ELD BLOCK G SET REV. N0. ENGINEERS N 3 FINAL SITE PLAN DRAWN er: � SURVEYORS ne ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: RBE T F T PLANNERS DIHR BY: TITLE: Ass""CIATES. STORM DRAIN CALCULATIONS C -12 t b -► S� SHEET NUMBER: PO Box 4119 o-�o at �to ,VA2211 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE. 1y Lynehbw�,VA?f4502 CI �Ixt. iI]e,V.a2291t 5� ©>y��,� P,,a«e 434.316.6080 Phone- 434.984z7� 311801C_SWM -2.dw CIVIL H: NIA 12 Of 24 www.wwassoaates ❑u 2131 1 8.() l V. NIA 08 //2811 4 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 I 3 U� O J AC Y J m O QO nri N / C9 Y V O m O m G O m W N / -- f ;I j, I i1 ,7 II I I' DESIGNED SET REV. NO. � OP RU : PROJECT: STONEFI ELD L BOCK G Q� wu� ENGINEERS DRAWN BY: FINAL SITE PLAN 3 SURVEYORS TSB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: RBE T F T PLANNERS DiHR BY: TITLE: O E HFyy BMP ANALYSIS AREA MAP C -13 �Cr� T PO Box 4119 3040 Avemore square Pl. SHEET NUMBER: , ! Lynchbtug,VA24502 Charlottesville, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: T �� Phonc: 434.316.6090 Phone: 434.9842700 ClwL H: 1 • = 30► �� NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ww wwas�ociatcsjlct 213118.01 311801C_SWM -3.dwg t, 1-! /A X8128/'14 V. N 3 �F 3 QI O 00 J 2 O J m O ao M N ,r O -Y O m 22 m m c 0 a� m W 00 C4 CROWNED FLUME PRECAST FILTERRA TOP SLAB (TYP) FILTERRA THROAT <y � OPENING (TYP)� �4 s`a•. . ' ^ 6" OPENING 4 -6" OPENIN - FLUME - SLOPED TOWARDS FILTERRA THROAT PRECAST FILTERRA TOP SLAB CURB 4 -6" FILTERRA THROAT OPENING •. TOTAL L(PRE) = 8.71 LBS is o�oo oaoo a CAST -IN -PLACE CURB INLET FILTERRA L pQ � q QTY & SIZE PIPE 6 x 6 (SLOPED TOWARD oa ©a and (1) 3x3 U FILTERRA THROAT) { FILTERRA �/� �� CAST -IN -PLACE (_P) DOWEL BOX WALL .. FLUME &GUTTER PRECAST / (TYP) PLAN VIEW ELEV 'A' MUST STANDARD TRANSITION FROM CURB STANDARD TO BE HIGHER GUIAND/ DEPRESSED GUTTER (TYP) THAN ELEV 'B' SLOPE FILTERRA THROAT - ---_ -.._.. - -,�- CURB INLET THROAT �.. GUTTER FLOW GUTTER FLOW DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV 'A' FLOWLINE ELEV `B' ELEVATION VIEW INTERLOCKING FILTERRA UNIT STORMWATER JOINT (TYP) STRUCTURE n O 1 F_ - > ip OUTLE -r PIPE f`I H CONNECT (BY OTHERS) M TO STORM DRAIN 4 7 z I� t.�IIATEI FLUENT PERFORATED INVERT OUT UNDERDRAIN SYSTEM (3'-6 ") STRUCTURE BY AMERICAST EFFLUENT IN (MUST BE LOWER) CROSS SECTION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DATE: 07 -07 -06 DING: FLP -2 RR required removal , L(post) - f x L(pre) SHEET NUMBER: 14 of 24 FILTERRA@ TYPICAL FLOWLINE %RR removal efficiency , RR100/L(post) v ,ghie)100 I) a -ri-I AND OULET PIPE RELATIONSHIP u LI Filterra Schedule U5 PAT .6,277,274 Structure Number AND 6,569,321 CROWNED FLUME PRECAST FILTERRA TOP SLAB (TYP) FILTERRA THROAT <y � OPENING (TYP)� �4 s`a•. . ' ^ 6" OPENING 4 -6" OPENIN - FLUME - SLOPED TOWARDS FILTERRA THROAT PRECAST FILTERRA TOP SLAB CURB 4 -6" FILTERRA THROAT OPENING •. STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) \ PRECAST Fv TOP SLAB 4 -6" CLEAR THROAT OPENING 1 y, 9, d d d d. O d A 4E Q. d.. G. O. 4 ° _ d d CAST-IN-PLACE c b d 4 DEPRESSED GUTTER e d AND THROAT OPENING d' d BY CONTRACTOR ( #4 DOWEL BARS @ 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLA TION OF FIELD POURED GUTTER . ' THROAT PROTECTION DEVICE .I! DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS 4. q . ... STABILIZED AND FILTERRA I t r,.. LI IS ACTIVATED PRECAST BOX WALL V IMPORTANT FILTERRA FLOWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLDWLINEOTHER) INLET OR MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4 61 Q LMJL� Liv LJ I �L LLB/ FILTERRA@ THROAT OPENING Mora AND GUTTER OR FLUME DETAIL Us PAT 6,277,274 Capynght:t: 2007 by Am iu l AND 6,569,321 STORMWATER NARRATIVE A k 6„ _ W = 6'-0" I C- 6„ I I i I I I I I I � � I 1 I I I I I I I I I I I L_ __ _____ ________ __ __T . PLAN VIEW INLET SHAPING A (BY OTHERS) 4 SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) I STREET 9_2 a� 0 0 I DOWEL BARS N H 0 � > fl 12" O.C. Z UNDERDRAIN STONE PROVIDED BY AMERICAST PERFORATED ° UNDERDRAIN SYSTEM V CAST MULCH PROVIDED BY AMERI BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A -A TOTAL L(PRE) = 8.71 LBS RU CAST -IN -PLACE OUTLET DESIGNATION L FLUME & GUTTER QTY & SIZE PIPE 6 x 6 (SLOPED TOWARD PRECAST (1) 3x3 DOWEL FILTERRA THROAT) { FILTERRA �/� �� CAST -IN -PLACE (_P) DOWEL BOX WALL .. FLUME &GUTTER PRECAST / (TYP) TOTAL POLLUTANT LOAD REMOVED (CROWNED AND SLOPED FILTERRA J TOWARD FILTERRA THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS C pollutant concentration, mg /I or ppm target phosphorus SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) \ PRECAST Fv TOP SLAB 4 -6" CLEAR THROAT OPENING 1 y, 9, d d d d. O d A 4E Q. d.. G. O. 4 ° _ d d CAST-IN-PLACE c b d 4 DEPRESSED GUTTER e d AND THROAT OPENING d' d BY CONTRACTOR ( #4 DOWEL BARS @ 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLA TION OF FIELD POURED GUTTER . ' THROAT PROTECTION DEVICE .I! DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS 4. q . ... STABILIZED AND FILTERRA I t r,.. LI IS ACTIVATED PRECAST BOX WALL V IMPORTANT FILTERRA FLOWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FLDWLINEOTHER) INLET OR MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4 61 Q LMJL� Liv LJ I �L LLB/ FILTERRA@ THROAT OPENING Mora AND GUTTER OR FLUME DETAIL Us PAT 6,277,274 Capynght:t: 2007 by Am iu l AND 6,569,321 STORMWATER NARRATIVE A k 6„ _ W = 6'-0" I C- 6„ I I i I I I I I I � � I 1 I I I I I I I I I I I L_ __ _____ ________ __ __T . PLAN VIEW INLET SHAPING A (BY OTHERS) 4 SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET PIPE LOCATION VARIES) CURB (BY OTHERS) TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FOR CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) I STREET 9_2 a� 0 0 I DOWEL BARS N H 0 � > fl 12" O.C. Z UNDERDRAIN STONE PROVIDED BY AMERICAST PERFORATED ° UNDERDRAIN SYSTEM V CAST MULCH PROVIDED BY AMERI BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST SECTION A -A MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIE FILE FORMAT. DATE: 07 -07 -06 1 DWG: FTST -2 Q LMJ�I n S ��L J LI® PRECAST FILTERRA® UNIT Refra' STANDARD CONFIGURATION us PAT 6,277,274 C,py ti 1) 2007 byA ,c AND 6,569,321 STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE PERMANENT NORTH SWM FACILITY. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010 -00023 AND WPO# 2013 -69. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010 - 010023, AND THE FILTERRAS PROPOSED AS PART OF THIS PLAN. THE SITE IS GRANDFATHERED PER 9VAC25 - 870 -48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN 9VAC25- 870 -96. PER PART II C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74 %. THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 72.9% FOR BLOCK G. (THE CALCULATIONS FOR BLOCK G ACCOUNT FOR ADDITIONAL IMPERVIOUS AREA FOR THE FUTURE EXPANSION OF BUILDING G4.) PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED ON THIS DRAWING. THE FILTERRAS SHOWN FOR BLOCK G SHALL BE INSTALLED AS PART OF THIS PLAN AND WILL PROVIDE THE REMAINING WATER QUALITY NECESSARY FOR THE IMPROVEMENTS SHOWN. POLLUTANT REMOVAL CALCULATIONS FOR BLOCK G REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE BMP ANALYSIS AREA MAP ON DWG No. C -13. TOTAL BMP ANALYSIS AREA = 6.17 ACRES TOTAL L(PRE) = 8.71 LBS RU TREE GRATE OUTLET DESIGNATION L W QTY & SIZE PIPE 6 x 6 6' -0" 1 6' -0" 1 (1) 3x3 1 4" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIE FILE FORMAT. DATE: 07 -07 -06 1 DWG: FTST -2 Q LMJ�I n S ��L J LI® PRECAST FILTERRA® UNIT Refra' STANDARD CONFIGURATION us PAT 6,277,274 C,py ti 1) 2007 byA ,c AND 6,569,321 STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE PERMANENT NORTH SWM FACILITY. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010 -00023 AND WPO# 2013 -69. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.4, WPO# 2010 - 010023, AND THE FILTERRAS PROPOSED AS PART OF THIS PLAN. THE SITE IS GRANDFATHERED PER 9VAC25 - 870 -48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN 9VAC25- 870 -96. PER PART II C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74 %. THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 72.9% FOR BLOCK G. (THE CALCULATIONS FOR BLOCK G ACCOUNT FOR ADDITIONAL IMPERVIOUS AREA FOR THE FUTURE EXPANSION OF BUILDING G4.) PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED ON THIS DRAWING. THE FILTERRAS SHOWN FOR BLOCK G SHALL BE INSTALLED AS PART OF THIS PLAN AND WILL PROVIDE THE REMAINING WATER QUALITY NECESSARY FOR THE IMPROVEMENTS SHOWN. POLLUTANT REMOVAL CALCULATIONS FOR BLOCK G REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE BMP ANALYSIS AREA MAP ON DWG No. C -13. TOTAL BMP ANALYSIS AREA = 6.17 ACRES TOTAL L(PRE) = 8.71 LBS RU TOTAL L(POST) = 26.76 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 18.05 LBS DRAINAGE AREA TO FILTERRAS = 1.96 ACRES PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 32% FILTERRA POLLUTANT REMOVAL RATE = 74% STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY FILTERRAS (0.32)(26.76 LBS)(0.74) = 6.34 LBS 1 percent imperviousness POLLUTANT LOAD REMAINING = 26.76 - 6.34 = 20.42 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS (20.42 LBS)(0.60) = 12.25 LBS P annual precipitation, 43" in Albemarle TOTAL POLLUTANT LOAD REMOVED 12.25 LBS + 6.34 LBS = 18.59 LBS 18.59 LBS > 18.05 LBS POLLUTANT REMOVAL REQUIREMENTS ARE MET FOR THIS AREA. FILTERRAS FILTERRAS TO BE STANDARD CONFIGURATION WITH RECESSED TOP SLAB. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. 29 26 ,, 1 j rl Filterra Standard n Notes Plan Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location snail be at the direction of and approved by the Engineer. B. If the Filterra:(, is stored before installation, the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed) on a compacted sub -grade with a minimum 6 -inch gravel base thatching the :final grade of the curb line in the area of the unit. The unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 45% of maximum density at tl- 2% of optimum moisture. Unsuitable material below sub -grade shall be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the trait is set, the internal wooden forms and protective mesh cover Must be left shipping blocks between the box and to intact. Remove only the temporary wooden .hopping e p slab. The top lid should be sealed onto the box section before backfilling, using a non- shrink boards n t f the lid and I rubber or similar waterproof se L cb> ds 0 0 0 hrmk rout a abbe s a s bt t! P b J d. The tier mericast or ' the unit's throat must NOT be remove e Su A roods sealed in he un b ( PP at the time DI' activation. Bac fillet its authorized dealer) will remove these sections Back filling should be performed in a careful manner, bringing the appropriate till material up in 6" lifts on all sides. Precast Sections shall be set in a manner that will result in a watertight joint. In all instances, installation of Filterra"` unit shall conform to ASTM specification C 891 "Standard Practice for Installation of Underground Precast Utility Structures ", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filtena2 units is at a greater elevation than the flow -tine of the Bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra' environmental device. G. Each Filters``" unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather; This may be achieved through a piped system, gutter flow or through the tree grate. 07117171176 wwwlilterra.corn Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance- Modified Simple Method Plan : Stonefield Blocks G FSP Water Resources Area: Preparer. SAR _ Date: Rev. 7 -28 -14 Project Drainage Area Designation Brock G Activation fi r A. Activation of the Filterra" unit is performed ONLY by the Supplier. Purchaser is responsible for Filters" inlet protection and subsequent clean out cost. This process cannot commence until the project site is tll' stabilized and cleaned ed (f ill landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra"' system. Care shall be taken (luring construction not to damage the protective throat and top plates. H. Activation includes installation of plant(s) and mulch layers as necessary. Included Maintenance A. Each correctly installed FilterraOR unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of 1 year. The'cost of this service is to be included in the price of each Filterra(g) unit. Extended maintenance contracts are available at extra cost upon request. B. Amoral included maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit aims to clean up after winter loads that may include salts and sands. The fall visit helps the system by removing excessive leaf litter. C. Each Included [V'laintenance visit consists of the following tasks. 1. Filterra" unit inspection 2. Foreign debris, silt, mulch & trash removal 3 Filter media evaluation and recharge as necessar y 4. Plant health evaluation and pruning or replacement as necessary 5. Replacement of mulch 6.. Disposal ofall maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) L). The beginning and ending date of Supplier's obligation to maintain the installed time the system is activated. Owners system shall be determined by the Supplier at the 1 n n y ne must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology, 0710 -'106 wmw A,.€ilterra.eonn 27 L storm pollutant export in pounds, L = [P(Pj)Rv /12 j [ G(A)Z72 ADDED NO TO NARRATIVE RU 12/22/14 Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) � OF � r t E F T- ' w� OA n f0XVAL �, ENGINEERS SURVEYORS PLANNERS A,53SOCIATES PO Box 4119 3040 Awinore Square Pt. Lynchburg,VA24502 CI,.Imseia,VA22911 P,,one. 434.316.6080 Pates. 434.984.2700 wwlk_wwacsuciutes.nct DESIGNED BY: RU Pj small storm correction factor, 0.9 SET REV. N0. 3 3 ADDED WPO TO NARRATIVE 1 percent imperviousness DRAWN 8Y: TLB P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area; A = 6 171 DRAWING NUMBER: C -14 C pollutant concentration, mg /I or ppm target phosphorus TITLE: MANAGEMENT CALCULATIONS AND DETAILS QIHR BY: HFlN f factor applied t0 RR V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)127 RR required removal , L(post) - f x L(pre) SHEET NUMBER: 14 of 24 WWA NUMBER: 213118.01 %RR removal efficiency , RR100/L(post) DISCIPLINE: CIVIL SCALE: V. N SHOWN V V. NSA DATE: 08/28/ 14 Filterra Schedule Structure Number Size (ID ft) Filterra TC Filterra INV OUT Bypass 5tr INV IN PVC Outfall (in.) Recessed Top Im pervious Cover Computation (values in feet & square feet) NO. 230.1 4 X 8 46413 461.06 460.61 4 Yes Item 230.2 7 X 13 464.00 460.17 460.61 6 Yes pre-development Area post - development Area 184.1 6 X 10 464.57 460.74 460.55 6 Yes Paved Length Width subtotal Length Width subtotal 164.1 10 X 6 465.08 461.25 459.99 6 Yes 232.1 8 X 4 465.97 462.30 460.91 4 Yes aoadways Driveways Length Width no subtotal Length Width no. subtotal and Walks Parking Lots Area 1 Area 2 Area 3 Area 4 Area 1 Area 2 Area 3 Alrea 4 0' Gravel areas Area 1 Area 2 subtotal Area 1 Area 2 subtotal x 0.70 = x 0.70 = Structures Area no. subtotal Area no. Actively -grazed pasture & Area Area yards and cultivated turf x 0.08 = x 0.08 Active crop land Area Area x0.25= x0.25= Other Impervious Areas Area 1 Area 2 Area 3 Area 1 Area 2 Area 3 196,057 Im pervious Cover 0% 72.9 %, ., ,(pre) '(post) Rv(post) V 0.71 ! 302.6 New Development (For Development Areas, existing impervious cover <= 20 %) a C f i (p re Rv (pre) L(pre) L(post) % RR RR Area Type (Q ($ (06.76 1 67 %! Development Area ' 18.05 ; 0.70 1;00 20 % 23 0.35' 1.00 0% 0.05 0.95 13.38 12.43 63 %I Drinking Water Watersheds 0.40 1.00 1 %6 006 1.28 ' 15.29 14.02 92% i Other Rural Land min. values Redevelopment (For Development Areas, existing impervious cover > 20 %) C f 1 (pre) * Rv(pre) L(pre) L(post) RR % RR Area Type 0.70 0 90 20 %a', 0.23 8.71 26.76' 18.92: 71 % Development Area 035 0.85 0 % ' 0-05 0.95 13.38 92.58 94 %1 Drinking Water Watersheds 0.40 0.85 1 % 0.06 1.28 15.29 14.21 936'/0: Other Rural Land rev. 30 May 21002: JMK 1 ADDED NO TO NARRATIVE RU 12/22/14 � OF � r t E F T- ' w� OA n f0XVAL �, ENGINEERS SURVEYORS PLANNERS A,53SOCIATES PO Box 4119 3040 Awinore Square Pt. Lynchburg,VA24502 CI,.Imseia,VA22911 P,,one. 434.316.6080 Pates. 434.984.2700 wwlk_wwacsuciutes.nct DESIGNED BY: RU PROJECT: STONEFI ELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 3 3 ADDED WPO TO NARRATIVE DRAWN 8Y: TLB DRAWING NUMBER: C -14 TITLE: MANAGEMENT CALCULATIONS AND DETAILS QIHR BY: HFlN SHEET NUMBER: 14 of 24 WWA NUMBER: 213118.01 FILE NAME: 311801 C_SWM -4.dwg DISCIPLINE: CIVIL SCALE: V. N SHOWN V V. NSA DATE: 08/28/ 14 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 .o vl O OD i c� J m 0 06 C4 0 Y 0 m m c 0 I c W QO C4 i C NO. CG -12 V REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC Y GENERAL NOTES* v A 4' SQUARE LANDING AREA OUTSIDE OF 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. AREA OUTSIDE OF 7 2• DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A -4 IF PRECAST) A SIEVE SIZE PERCENTAGE PASSING REQUIREMENTS. WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 4 > 8 TRAVELWAY SHALL BE PROVIDED WITHIN RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL 15 V) WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. $ , 10:1 tJAX (A 1 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM THE MARKED CROSSWALK AREA. FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPE A 13. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO PERPENDICULAR �O 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF ' CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNERS INSTRUCTIONS. A REGISTERED VIRGINIA SHOWING WALL ELEVATIONS GEOSYNTHETIC TYPES A PROFESSIONAL ENGINEER REGI RED IN , � PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WAILLS. OBTAIN ¢MIN. TOP OF FILL .- rrrirrrr� rrrr rfrrrrrrrrrrrrr --- rrrrr,�rrrirrr rrrrrrrrrrrrr 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED P CENTER TO CENTER ALONG 15. 5' MIN PRIOR TO CONSTRUCTION. BOTH SIDES OF THE RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER IV2 ". i2' ,1 N � r ,,F` /rte `rr 6. CURB J CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS 12:i VARIES* ° ARE INCLUDED IN PAYMENT FOR CURB J CURB AND GUTTER. U1 - o _ rrrrrrrrrrrrrrrrrr r 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED TYPE B * MINIMUM 3' -0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL CROSSWALK SEGMENTAL RETAINING WALL DETAIL AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY WITIHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, WITH BUFFER STRIP SPECIFICATION REFERENCE II E - X D OFH OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS ZVaGE S M DEMIN. EARTH R MATERIAL AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR ROAD AND BRIDGE STANDARDS BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE 12:1 MAX TYPE A (PERPENDICULAR) APPLICATION SECTTIION 302 OF THE BRIDGE NOTES: HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL 121 MAX --I WITH SECTION 302 OF THE ROAD AND BRIDGE ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED MIN %K� V O j 10109 203.06 AND USED BY PEDESTRIANS. DyooT INSTALL. OF PIPE CULVERTS AND STORM SEWERS 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ° r, THE CURB OPENING 1S PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4'%AN SHEET 1 OF 4 REVISION DATE THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 15 AT X .2" HIGHER THAN PERPENDICULAR TO THE CURB. EDGE OF PAVEMENT AT )K )K , SAME AS TOP OF CURB 9, TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH TRUNCATED DOME tit 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), 1.6" 2,4" C -C tQ A 4'w 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR -..I INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' t 0 0 0 0 0 0 z LANDING AREA MAY INCLUDE THE GUTTER PAN. - 1 0 0 0 0 0 0 0 0 0 0 0 0 _e v - 00000 0000000-? 0 0 0 0 0 0 0 0 00 0 0 0 00 + 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ZN r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50X- 65XOF BASE DIAMETER 000000000000000 DIAMETER ci 19 "44" I VARIABLE 4' MINIMUM BASE DIAMETER P PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DE T A[L DETAIL 'ITV DOT SPECIFICATION ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 10/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTE: CONTRACTOR SHALL PROVIDE GREY HANOVER PRECAST TRUNCATED DOMES FOR HANDICAP RAMPS AND AREAS INDICATED ON PLANS. SEGMENTAL RETAINING WALL NOTES 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY BACK OF 20-1 2' MIN. A CG-12 PERMISSIBLE CONSTRUCTION #5 DOWEL. 8" LONG a 12" C -C rjJO�IN'T�' 4' L 10 :1 MAX �I B 6' J TRUNCATE DOME SEE SHEET I OF 5 FOR DETAILS SECTION A -A CONSTRUCTION JOINT T VOID' AI nCelf°KI SECTION B-B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. TYPE A WITH BUFFER STRIP ALTERATIONS �r V REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC Y I v A 4' SQUARE LANDING AREA OUTSIDE OF 6 DETERMINED IN ACCORDANCE WITH ASTM D -422. AREA OUTSIDE OF 7 2 DETAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA � 3 SIEVE SIZE PERCENTAGE PASSING REQUIREMENTS. TRAVELWAY SHALL BE PROVIDED WITHIN 4 INCH 100 8 TRAVELWAY SHALL BE PROVIDED WITHIN No. 4 20 -100 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL 15 V) DESIGN. BEHIND (A I MATERIAL THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM THE MARKED CROSSWALK AREA. THE MARKED CROSSWALK AREA I , 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED 0 �L) GEOTECHNICAL ENGINEER �O 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY Y ' CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNERS INSTRUCTIONS. A REGISTERED VIRGINIA SHOWING WALL ELEVATIONS GEOSYNTHETIC TYPES A PROFESSIONAL ENGINEER REGI RED IN , � TOP OF FILL AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WAILLS. OBTAIN ¢MIN. TOP OF FILL .- rrrirrrr� rrrr rfrrrrrrrrrrrrr --- rrrrr,�rrrirrr rrrrrrrrrrrrr U 15. N PRIOR TO CONSTRUCTION. PER WALL HEIGHT Q ,1 N � r ,,F` /rte `rr = rrrrrrr rrrr err rrr rr i C� OSSW K C RDSSWAK VARIES* ° GROU ND UND 7 U1 - o _ rrrrrrrrrrrrrrrrrr r L TYPICAL PLACEMENT I� TYPICAL PLACEMENT nn * MINIMUM 3' -0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH AT INTERSECTION AT INTERSECTION CROSSWALK CROSSWALK SEGMENTAL RETAINING WALL DETAIL WITHIN CROSSWALK WITIHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE II E - X D OFH CG -12 DETECTABLE WARNING SURFACE ZVaGE S M DEMIN. EARTH R MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR ROAD AND BRIDGE STANDARDS 105 OTHERWISE UNSUITABLE MATERIAL TYPE A (PERPENDICULAR) APPLICATION SECTTIION 302 OF THE BRIDGE NOTES: REVISION DATE SHEET 2 OF 5 502 WITH SECTION 302 OF THE ROAD AND BRIDGE VIRGINIA DEPARTMENT OF TRANSPORTATION AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE srfrr 10109 203.06 EMBANKMENT DyooT INSTALL. OF PIPE CULVERTS AND STORM SEWERS DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED AND 12. REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. 6" CURB USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DRAIN (# 57 6 DETERMINED IN ACCORDANCE WITH ASTM D -422. 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" GUARDRAIL, SEE 7 2 DETAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA STONE) FILL SIEVE SIZE PERCENTAGE PASSING REQUIREMENTS. 9 4 INCH 100 8 FILTER FABRIC No. 4 20 -100 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL 15 No. 20 0 -60 DESIGN. BEHIND No. 200 0 -30 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND MATERIAL THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM COLOR AS SELECTED BY THE OWNER. PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "[DESIGN 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED MANUAL FOR SEGMENTAL RETAINING WALLS." GEOTECHNICAL ENGINEER OR SLOTTED. 6. PRIOR TO THE START OF WORK, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY 14. ' CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNERS INSTRUCTIONS. A REGISTERED VIRGINIA SHOWING WALL ELEVATIONS GEOSYNTHETIC TYPES A PROFESSIONAL ENGINEER REGI RED IN , MIN. 1.5 x D 1.5 x TOP OF FILL AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WAILLS. OBTAIN ¢MIN. TOP OF FILL .- rrrirrrr� rrrr rfrrrrrrrrrrrrr --- rrrrr,�rrrirrr rrrrrrrrrrrrr APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS 15. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL PRIOR TO CONSTRUCTION. PER WALL HEIGHT DURING CONSTRUCTION. 7. GEOTECHNICi INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON- REINFORCED CONCRETE TO THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D -422. SIEVE SIZE PERCENTAGE PASSING lu-TRI 1 INCH 100 NOTES: 3/4 INCH 75 -100 No. 4 75-1 1. CROSS WALKS SHALL BE CONSTRUCTED WITH No. 40 0 -50 VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT No. 200 0 -5 ROAD AND BRIDGE - SPECIFICATIONS. 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE. PEDESTRAIN CROSSWALK SHEET REVISION BY I DATE I NO. PAVEMENT MARKING DETAIL NOT TO SCALE SHEET REVISION BY I DATE OP _k 2 -• t t� -155 a r: {PNAL 1 �, 1' 42" HIGH DECORATIVE GUARDRAIL - SEE GUARDRAIL DETAIL THIS SHEET TRIM CAP WITH CONTINUOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) PLANTED AREA GRANULAR ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4`' CURB 6" CURB 0 DRAIN (# 57 6 t 5 7 2 5 STONE) FILL 3 6 9 I 8 FILTER FABRIC BETWEEN AND 10 15 6 � REBAR (TYP.) BEHIND Q p _ X D X MIN. 1!10 D _ _ - _ MATERIAL SELECT MATERIAL TO ANCHORS " PER 1' OF H ", 3r ---rte BE APPROVED BY 8 MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR GEOTECHNICAL ENGINEER HEIGHT OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 X D MIN. 1.5 x D H� MIN. 1.5 x D 1.5 x TOP OF FILL GEOGRID ¢MIN. TOP OF FILL .- rrrirrrr� rrrr rfrrrrrrrrrrrrr --- rrrrr,�rrrirrr rrrrrrrrrrrrr (AS NECESSARY) VARIES 3: f PER WALL HEIGHT EMBEDMENT:"PERFORATED ,1 N � r ,,F` /rte `rr = rrrrrrr rrrr err rrr rr _ rrrrrrrrrrr rrrrrrrrrrr -- SUBDRAIN (DAYLIGHT) VARIES* �, �.•. GROU ND UND 7 COMPACTED GRANULAR BASE OR OPTIONAL _ rrrrrrrrrrrrrrrrrr r CONCRETE LEVELING PAD MAX. WALL BATTER = %" PER 8" HIGH BLOCK * MINIMUM 3' -0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND BEHIND WALL OR POOR FOUNDATION SOILS. SEGMENTAL RETAINING WALL DETAIL I b EARTH 11 NOT TO SCALE CG-12 k5 DOWELS, 8" LONG �) PERMISSIBLE AT 12" C -C 5" MIN. CONSTRUCTION J JOINT 12:1 MAX y X12:1 MAX J RAMP RAMP (SEE TABLE) A (SEE TABLET DOMES IOF 5 FOR DETAILS OF ROADWAY CURB BACK OF CURB 48 ; 1 MAX, 201:1 48 : 1 MAX_ 2' MIN. SECTION A -A SECTION B -B NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 5. THE REOUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION' ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4`' CURB 6" CURB 0 4 6 t 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203 07 10/09 WITH BUFFER STRIP 5' MN 1 4' MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP ICROSSWALK I p II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK s MCI 1� 1 is A 4' SQUARE LANDING AREA OUTSM OF TRAVELWAY Syr SHALL BE PRCV ED FOR SASH EROS PERPEb%l_At CROSSWALK iNITHM TI•Q MARKED CROSSWALK AREA PERP WITH BUFFER STRIP C� WITH CROg CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 5. LON CROSSWALK QUARE LANDING AREA CURB 2' BWFER STRIP 5' SIDEWALK DIAGONAL PLACEMENT _,(5' VN SPECIFICATION REFERENCE 502 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE = GROUND LINE r `--- -- GROUND LINE T rrrrrr rrrr T` rr ✓rr f rrrr T' rrrrrr r ;4 =1I rrr rr EARTH + r r N rrr rr + =11 ROCK OR + t rr + - EARTH o I UNYIELDING SOIL + a _ BEDDING MATERIAL _ -_ _ I 7:1 MI l� MIN. 11!10 D X D X Q p _ X D X MIN. 1!10 D _ _ - _ MATERIAL °' MADERIAL X+ D 1 X " PER 1' OF H ", 3r ---rte NORMAL EARTH FOUNDATION 8 MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 X D MIN. 1.5 x D MIN. 1,5 x D MIN. 1.5 x D MIN. 1.5 x D 1.5 x TOP OF FILL TOP OF FILL ¢MIN. TOP OF FILL .- rrrirrrr� rrrr rfrrrrrrrrrrrrr --- rrrrr,�rrrirrr rrrrrrrrrrrrr 3: f rr rrr. � rr ��rrr rrrrrr ,= �;/� rr,�,r�r = rrrrrr rrrrrr r:%r,�rrr rrrrrr _-= rrrrr rrrr rrrrrr ,1 N � r ,,F` /rte `rr = rrrrrrr rrrr err rrr rr _ rrrrrrrrrrr rrrrrrrrrrr -- � rr ; ` r r rrrrrr �? _ .rrrrrr r rrr �, �.•. GROU ND UND 7 -°frr + rr GROUND _ rrrrrrrrrrrrrrrrrr r �' -- r rrr rrrrrr LINE A , _ rrrrrrrrrrrrrrrrrr GROUND ° I b EARTH 11 I I /' l ROCK OR MIN.1 /10 D UNYIELDING MIN. 1!10 D -BEDDING MATERIAL II E - X D OFH _ - _ - _ MIN 1J1Q 8 ", BEDDING M DEMIN. EARTH R MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ACCORDANCE D SECTTIION 302 OF THE BRIDGE NOTES: SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE srfrr WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL. EMBANKMENT DyooT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SREFEREN E ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" SHEET 1 OF 4 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 107/.01 ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Aveuiore Square Pl. Lynchburg, VA 24502 Chertottesvllle, VA 22911 Phone: 134316.6080 Phone: 434.984.2700 www."",ociates.net DESIGNED BY: PROJECT: SET REV. NO. RU STONEF/ ELD BLOCK G 3 DRAWN BY: FINAL SITE PLAN TLB TITLE: ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: DETAILS C- 15 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 213118.01 311801C_DET -l.dwg CML H: AS SHOWN 0828 14 15 of 24 V. N/A v► v N 0 UI O i J Z c� J m O QO M N C9 Y V O N m O a� m W i N 1.5" SM -9.5A ASPHALT 2.5" BM -25.OA ASPHALT 6" VDOT 21 B 00\, 0 O -,,O PAVE OVER PRIME AT 0.4 GA /SY —� PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE LIGHT DUTY PARKING LOT PAVEMENT SECTION DETAIL NOT TO SCALE #8 BARE GROUND WIRE M1 iiR 1.5" SM -9.5A ASPHALT 3.0" BM -25.OA ASPHALT 10" VDOT 21B PAVE OVER PRIME AT 0.4 GA /SY —1 PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE HEAVY DUTY PARKING LOT PAVEMENT SECTION DETAIL NOT TO SCALE ■�`T -1w2 b =aHva BARE GROUND WIRE POLE GROUND ILUG W /FEMALE 1/2" x 13 NC THREAD POLE BASE W /LEVELING NUTS & 1 " GROUT (MIN.) CONDUIT STUBSXTO BE INSTALLED TO HEIGHT OF ANCHOR BOLTS CLAMP SUITABLE FOR DIRECT BURIAL #8 BARE GROUND WIRE 3/4"q) x 10' -0" COPPER CLAD GROUNDING ROD JND BASE NO. 5 BARS NOHOR BOLTS i 10 /10 WWF "CAGE" NOTE: SHAFT CAP, ARMS, BASE FLANGE, ANCHOR BOLTS, LEVELING NUTS, CONNECTION, HARDWARE, BOLT COVERS, HANDHOLE COVER, AND BOLT CIRCLE TEMPLATE SHALL BE FURNISHED BY POLE MFGR. NOTE: POLE BASE IS TO BE ONE CONT;N000S POUR. PORTION OF EXPOSED CONC. BASE ABOVE PAVEMENT SHALL BE HAND RUBBED SMOOTH. PRE— FABBED CONC. POLE BASES WILL NOT BE ACCEPTED. (ALL BASES MUST BE POURED ON SITE). POLE SHAFT -POLE BASE WITH 1 " GROUT GROUND LIGHT POLE PER N.E.C. NOTE: SITE ELECTRICAL CONTR. TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES & DRAINAGE BEFORE DRILLING POLE BASES. (TYP.) LIGHT POLE BASE DETAILS NOT TO SCALE 8.0" PORTLAND CEMENT CONCRETE 4" VDOT 21 B t�� °�X1° HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE ti z 00 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTHI) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 4" —2" RADIUS GALVANIZED A NCHO R BOLTS D.; o HAR DWAR E .o fli ll.: CONCRETE BASE �z DESIGNED BY: oA A d p r EL ECTRICAL CONDUIT 6 #5 BARS WITHIN A 6x6 10/10 WWF "CAGE" DRAWN BY: TLB AINTAIN 3" MINIMUM CONCRETE COVERAGE ON ALL BARS TITLE: DETAILS SECTION CONTRACTOR TO TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES DIHR BY: HFw ARE POURED ABSOLUTELY VERTICAL AND LEVEL. GROUND LIGHT POLE PER N.E.C. NOTE: SITE ELECTRICAL CONTR. TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES & DRAINAGE BEFORE DRILLING POLE BASES. (TYP.) LIGHT POLE BASE DETAILS NOT TO SCALE 8.0" PORTLAND CEMENT CONCRETE 4" VDOT 21 B t�� °�X1° HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE ti z 00 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTHI) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 12" 611 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 FACE BASE SUBBASE 4" MIN. COMPACTED SUBGRADE 5' -0" UNLESS OTHERWISE NOTED ON PLANS 1.0' 1.0' 2X SLOPE UNLESS OTHERWISE NOTED ON PLANS SIDEWALK DETAIL NOT TO SCALE z 4 " –VDOT D. 57 OR 8 %GGREGATE 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. VIRGINIA DEPARTMENT OF TRANSPORTATION 4" �E� `p. . p p P B� D D b•a D.a • D D ` A .Q D,p m D.b d D b.p. d b.p P• D •.Q .Q p p a D CG -2 SURFACE BASE SUBBASE XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 4" —2" RADIUS D.; o .o SUR • • ' P • A ENGINEERS SURVEYORS PLANNERS si�I T Po BoX 41 i9 ;040 �en,e square P�. Lynchburg, VA d02 h, lou °sville. VA22911 Yi,ne 4:,4.sie6oxo Pnn 4�4�s4.?�o0 wwn wwussac,at .net DESIGNED BY: oA A d p ae 'A 12" 611 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 FACE BASE SUBBASE 4" MIN. COMPACTED SUBGRADE 5' -0" UNLESS OTHERWISE NOTED ON PLANS 1.0' 1.0' 2X SLOPE UNLESS OTHERWISE NOTED ON PLANS SIDEWALK DETAIL NOT TO SCALE z 4 " –VDOT D. 57 OR 8 %GGREGATE 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. VIRGINIA DEPARTMENT OF TRANSPORTATION 4" �E� `p. . p p P B� D D b•a D.a • D D ` A .Q D,p m D.b d D b.p. d b.p P• D •.Q .Q p p a D CG -2 SURFACE BASE SUBBASE XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 t� �, C � �" �E T F T �'' '� �sStONAL �.�Cs ENGINEERS SURVEYORS PLANNERS si�I T Po BoX 41 i9 ;040 �en,e square P�. Lynchburg, VA d02 h, lou °sville. VA22911 Yi,ne 4:,4.sie6oxo Pnn 4�4�s4.?�o0 wwn wwussac,at .net DESIGNED BY: PROJECT: �I NAL SfTE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. DRAWN BY: TLB DRAWING NUMBER: C -16 TITLE: DETAILS DIHR BY: HFw ) 6 Of 24 Itj/�/q NUMBER: 213118.01 FILE NAME: 311801 C_DET -2.dwg DISCIPLINE: CIVIL SCALE: H: AS SHOWN � �� DATE: 08�28�� 4 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE V M 0 U� O ao M i J 2 J m 0 N Q Y v 0 m m c 0 N c W V_ M_ N 4 F "W .ir' T g ^?iri rP r J ` f adl1 "'4 1 t Y'd i � . F,l P, A L L B _ TEE I �' 11 E CI FTINI,- 5Ii3E N3 D r� a,< t~ 4w t F'rEQk.i FEC, y t 4 5 a1 4, ECTI C,` IN 1 - 1 SE C TI ON 2 -2 PIPE sEGRE�` I ElEN _,13AE, _ k ". d-_ , t;_. 1..L ,PS'D PL U u fk E �tE ! r cT .. i B Eli H ,. L Ci _ F, I _ 1 1. T 0. 48 I _ 1 _ r_'• �, A' f ._ _ J.3 it I_`JT 2, Wt_. F. _i.'I_Ifk.EE,' .1,,h't _ )E'':'EF ,1 -1t PI F, .LINE -ia<Iat_It. �•_; f ", _Ti',,L,1, C F._ i C -IN _ RcTE. Ylri ! ._,E 'hl.u,L F URED 011 1,:I''4 ;{ `FEE .Ir;E�INT �: - tl ` -i14k. _.IL.TI !�. Ei;a<- kl,'E77 HALL f RL Mt : -ABILE _. `HE aEk„ - >-'r_ T" PE `E uI L THRU CONCRETE Tw RUST BLOCKS F' k 7. V"',- 1-r' - Id E: HYDRANT �v' I T BE �sI !T 7 ° R1 k TT it LE SEAL se "'11LI, IS "Al N: _ ! a aI �Y k UHL Nc F� �.. p a t- F : ; k L v _ 4 HP t C pz R 1 ,.t HEN TNT. .01 IS DSP_lRElE_ I_IRj v`'HE 1 I,'I ALLL JI _i4 1C IJ' -- y °'F .tlE iii: L J._..TE�E IN. A +I_L, dEi� �'' Ws , I—' C �: G - E Ei� THE �'s `" L+I }, ., i'; T . 'Al % H .. 2 -1� �lo ', ' -s � `'_FIakLi C n Ev�.. _.Et to ?kfL TIk'kr. r f P i,,- U FIN' IF FILE (1 iE R.L,k „ID ; :E'FF 4 -E1, % %1Tii ANE, K.EFP FREFE Of Fd d +' 1'EF. FF1l.a111 THE 1,14 H i�':� `¢ �E: FIRE } 'CkC ,,1J'I` F 11`1 H EGL : Fl. IE � Fi _;;..t k E °' `.. I f� F� . , THE i f� F ! i F iidT (�,kL; ,_. L B x E A LI`r_ GA -1 L ; `L. +._ NF_,I..'LJ_ {L F;' RE'I- ',1f °dI r TIE I:_11C 1. , H_.L-E ARE E,s; THE FEE', ,, TAU NG iF FE 'ikjI# r. . ESE IN ,-, T THE ;;�£.:CF” FIOL1 - Sa: +_L HE liN E r k_I •li �'H =%LL i E kiJ.,FED DRi', F L _, a {L, E.L. <� TH `',i TY( Ph'_—AL FIRE H')'`DRANT' A SEA! L,.I,` E,iETAIL. I'-1.'�- 1'L:. �.� I 1 _1 5' I }jl_ HID VvITIME'DD E'E , -k i C, PAINTED 'BLUE N RP CTE E ` �I E I _ A R, r 02 fI I E' C E __>J_E,_ F T p t_k , ' uk- '. -�. Y E 4 rN. ,�e E '� � -, I Ire. W E 1 Y�1J °L II'l kCEkrI,1L T z.F -�. _, _?E FI E � _�1- `."�.?_ -TEt,E _ -- ,r I,J�Nu_. .AB -W.VE TYPICAL GATE VALVE T D -< III I '?_I_ tFS.•IF_E TYPICAL SERVICE LATERAL INSTALLATION F STREET SURFACE k_;R; f NON RAVED AREA j, fia s a i I t 1 ` - I } " 1,,,1A X RLiEE;ER C „'A.TED TEEL TEF S ,AST IN FLIP. f -__. _ ,4 - .+' ('11h1 PP,E._A.Q_;T REINFk. 1 1_E B, ON6_'RETE SEr_TI° ['YlS 12'” N11N RIIN 'S EE A, L S 16 MA if MININIL410 ELFV ^ k__)hJ DIFFERENCE A. RC) '_ I'v- H.S 4,_u,I E F 114,x1 IN I E T TO D IJT LET HALL GE rV'f..i FEET. DEPTH F fl_.k;;,nr f_'�_dNr RET +.'''A,R1ES CHANNEL TO R,E�FILLET`' - LEI r�,'.t ET E Rd 4P '-—_. LJ E N7lIhTIt ^�i�� _ r`. ', t ,. ;ILLETEL? 1.11E1 - F.RAN'SIT1 011 (F FL00/ BETWEEt..(? F 4 ; y �k I HALL : ! ITLET tk' MIN. .. � L. L I i1 NOTE W1 NO. 68 'STONE E EELDD.INkG 1HICKNESS REQUIREMENT ~kH0VVN IS NI)INIIIAUMI AND `,HALL BE DETERMINED BY THE FC?PHE °,_?IL t_CtflC�ITIk_71'iS. 2. THE +ONr UI_TA�.NT WILL DETER:fx,.�lINE WHETHER P',fiA1,,IHOLE : ,''HALL HAVE LLXTENDED `R NON - EXTENDED B A E` _.. ALL JOINT-', LIFT HOLE'S, LE`_s, INLETS CIIJTLE T `, _1) CBE SEALED & GE Iv,lUTED INSIDE ,AwNE) OIIJT. TYPI CAL MANHOLE SECTION SHOWING R I C H TIF-IN N -T.S FIB. '_ - I -.A TD 21 FMlE _`,'_ P G P l f__ "T _ GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 71N1E1^Jil(�I�3 n� ✓i1 -NSOU �,. EACKFILLED EfiraTI1''.EL.`> ''e'VITIi 1 w. 'i.A F 4 ,q f�fl G�C Y 2 4 1N 24 MJN INITIAL BACKFiI... r M tiI u I MTV' o d MIN' C I / J 6" BFIDDING #68 SIONE wl`� F FCC, .'.ND Af L T+ I1E � � ,✓+r,5�''�, u. g`r7 ?/��i... 3 I" �I `.''T _a dE SHALL xc.,lffl. v�,��,s.' ' t, I,N STABLE SOIL I-t.00.K M L EI . k SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL i A I i h (<A!N. STONES 10 INSURE THE PIPL IDOESN" RLSI ON ROCK AND I B THAN 4" THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF DOOR HINDI S 468 SI`O N E . I _ FOUNDATION IN POOR SOIL UNDER - CUT CONDITION * �N,s� I \? l j1 I I 21 U`IN INI FIAT... BACKI ILL I4M N C i I I UNSTABLE r I ,i.... ...._.._ -._._ ...._. -___. ......... ............. t r, N SOLI_ j #68 'SIGN[ _ 1 _ CSR/- ,NULAR FILL_ AS ' � t _S APPROVED A I PPRO�ICD BY ACS 3 (� SIAE�LC 501E Jh RU DIAL _L _OIL _ O%C I -IFT HANDLE I NOTE I 1- NO ROCKS SHALL BE ALLOWED WITHIN 2,k" OF THE WATER LINES. 2, NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE 1 HE INI-IIAL RACKFII_-L. TYPICAL METER VAULT 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. N.T.S. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED FIG. vv- 7A IN THE TRENCH. TD - 1 1 5. [SELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING N15 FIG. W-2 TD -1 T D -< III I '?_I_ tFS.•IF_E TYPICAL SERVICE LATERAL INSTALLATION F STREET SURFACE k_;R; f NON RAVED AREA j, fia s a i I t 1 ` - I } " 1,,,1A X RLiEE;ER C „'A.TED TEEL TEF S ,AST IN FLIP. f -__. _ ,4 - .+' ('11h1 PP,E._A.Q_;T REINFk. 1 1_E B, ON6_'RETE SEr_TI° ['YlS 12'” N11N RIIN 'S EE A, L S 16 MA if MININIL410 ELFV ^ k__)hJ DIFFERENCE A. RC) '_ I'v- H.S 4,_u,I E F 114,x1 IN I E T TO D IJT LET HALL GE rV'f..i FEET. DEPTH F fl_.k;;,nr f_'�_dNr RET +.'''A,R1ES CHANNEL TO R,E�FILLET`' - LEI r�,'.t ET E Rd 4P '-—_. LJ E N7lIhTIt ^�i�� _ r`. ', t ,. ;ILLETEL? 1.11E1 - F.RAN'SIT1 011 (F FL00/ BETWEEt..(? F 4 ; y �k I HALL : ! ITLET tk' MIN. .. � L. L I i1 NOTE W1 NO. 68 'STONE E EELDD.INkG 1HICKNESS REQUIREMENT ~kH0VVN IS NI)INIIIAUMI AND `,HALL BE DETERMINED BY THE FC?PHE °,_?IL t_CtflC�ITIk_71'iS. 2. THE +ONr UI_TA�.NT WILL DETER:fx,.�lINE WHETHER P',fiA1,,IHOLE : ,''HALL HAVE LLXTENDED `R NON - EXTENDED B A E` _.. ALL JOINT-', LIFT HOLE'S, LE`_s, INLETS CIIJTLE T `, _1) CBE SEALED & GE Iv,lUTED INSIDE ,AwNE) OIIJT. TYPI CAL MANHOLE SECTION SHOWING R I C H TIF-IN N -T.S FIB. '_ - I -.A TD 21 FMlE _`,'_ P G P l f__ "T _ C`,� li,lr -aka RAC 1 TILL T t IFITAI i ROCK MATERIAL A r c T H ,A=,1 s I I•~I F) WEN E N a_ +111 — flNTIr�L BA .K"`- ILL"" IFT a IFIr R III H 1 4 `IPI` .E + BY H rMI J D — HA�-!I�'13,- H >I.,, BEE' ?iI'".:t, IL I "° [iI3x „ Ci I E-, F k nS iNE)A 1 k 'I°I ; t1AI E r R.EQUIRCL. 'AfHEN S -1L_ E_ ., r, r,.. e . ,_,E E t�l � , �_, I1� DIIF'�,FNSIC)N 71N1E1^Jil(�I�3 n� ✓i1 -NSOU METER SIZE EACKFILLED EfiraTI1''.EL.`> ''e'VITIi 1 w. 'i.A 4 13 C I / J 3 F FCC, .'.ND Af L T+ I1E � � t 3 I" �I `.''T _a dE SHALL B ' t, I,N 1 iJ5 P.� M L EI . k 5 MIN. i A I i h (<A!N. SIDE VIEW I I B THAN 4" P13CiP(7SA1_� WILL 13E SUBI� ITLD. DOOR HINDI S I _ I.IS° iIA.METL t DIRIL! ED I,nl_E I-OR IC READ j1 I I UNITS. C i I I GF VIEW r I ,i.... ...._.._ -._._ ...._. -___. ......... ............. t r, 3" ', -I� c _ .F ^ _ BEIAEZINt� ��,:h, ACC UND. RNEATI-I I -IFT HANDLE I I LU MItiUM ALCFS) I1ATF H TYPICAL METER VAULT N.T.S. FIG. vv- 7A TD - 1 1 C`,� li,lr -aka RAC 1 TILL T t IFITAI i ROCK MATERIAL A r c T H ,A=,1 s I I•~I F) WEN E N a_ +111 — flNTIr�L BA .K"`- ILL"" IFT a IFIr R III H 1 4 `IPI` .E + BY H rMI J D — HA�-!I�'13,- H >I.,, BEE' ?iI'".:t, IL I "° [iI3x „ Ci I E-, F k nS iNE)A 1 k 'I°I ; t1AI E r R.EQUIRCL. 'AfHEN S -1L_ E_ ., r, r,.. e . ,_,E E t�l � , �_, I1� DIIF'�,FNSIC)N 71N1E1^Jil(�I�3 n� ✓i1 -NSOU METER SIZE EACKFILLED EfiraTI1''.EL.`> ''e'VITIi 1 w. 'i.A 4 13 C I / J 3 F FCC, .'.ND Af L T+ I1E � � t 3 I" �I `.''T _a dE SHALL B ' t, I,N 1 iJ5 P.� M L EI . � 5 MIN. "� -' M N. h (<A!N. C�RE/V1 Eli THAN 4" P13CiP(7SA1_� WILL 13E SUBI� ITLD. C`,� li,lr -aka RAC 1 TILL T t IFITAI i ROCK MATERIAL A r c T H ,A=,1 s I I•~I F) WEN E N a_ +111 — flNTIr�L BA .K"`- ILL"" IFT a IFIr R III H 1 4 `IPI` .E + BY H rMI J D — HA�-!I�'13,- H >I.,, BEE' ?iI'".:t, IL I "° [iI3x „ Ci I E-, F k nS iNE)A 1 k 'I°I ; t1AI E r R.EQUIRCL. 'AfHEN S -1L_ E_ ., r, r,.. e . ,_,E E t�l � , �_, I1� .k : i A r �: Ltw F A`" ,TH i, i � ; I : c hl'•!�� - — . L,,_. , # ,6:�H s °�! " �;�,,�.1' I `_, =1-I,>�.L✓ SE EACKFILLED EfiraTI1''.EL.`> ''e'VITIi 1 w. 'i.A € � kF Lsi;li ;II_F I 1, `xIPE THE t tl ;F THE ?Ef H ` ri, L E L R" �:F EL, A!ND := tN1PAI F FCC, .'.ND Af L T+ I1E � RFly� ',,,E 1- :,71, E A A" E EL_ "1.I_ :`?F `.''T _a dE SHALL B W 1€-_P, E _?.._ K I`:, EC I _ .'I.._ N" E E,_; F'11 f 41`-x; =.1_. EE IldS , .,_t._EC �i'N / ' =v'111'II�•11 #�M , , TYPICAL SEWER.. PIPE INSTALLATION IN TRENCH 11::) . TI ^3 - " ,® DESIGNED BY: PROJECT: SET REV. NO. 0.F �r RU STONEFI ELD BLOCK G 3 q� ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS ne ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: RBE T F T PLANNERS DIHR BY: TITLE: DETAILS C-17 S HF`W 0 _ j b —! 5 icy SHEET NUMBER: PoB<,x4tie 3040 Avemoi Square A22911. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Uiulotiesville VA 22911 s .[ANAL Phone.. 434.3166080�ssuPn[ne 1349842700 311801C_DET -3.dwg CIVX H: AS SHOWN 08 28 4 213118.01 1 / 17 of 24 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. N/A 3 -v U� O W r J Y J m O QO N r C9 Y V O m c O N 1 c W N r v► 3 1 2 W U� O 00 M J C9 Y m 0 QD N / U Y V O m m O O C Li! O .-. N / EROSION & SEDIMENT CONTROL NABRATIYE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF BUILDINGS G -I, G -2. G -3. & G -4, AND THEIR ASSOCIATED PARKING. THIS PLAN IS WITHIN THE LIMITS OF THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 4.6 ACRES. II. EXISTING SITE CONDITIONS THE SITE HAS BEEN MASS GRADED PER THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074 AND THE EXISTING CONTOURS ON THIS PLAN REPRESENT THESE CONDITIONS. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE WEST BY THE COSTCO SITE, TO THE NORTH BY SEMINOLE PLACE (FORMERLY COMDIAL), TO THE EAST BY RT. 29, AND TO THE SOUTH BY SPERRY MARINE /NORTHROP GRUMMAN. IV. OFF -SITE AREAS IT WILL BE NECESSARY TO IMPORT FILL FROM ON OFF -SITE SOURCE TO COMPLETE THE GRADING OPERATIONS FOR THIS SITE. IN ADDITION THERE WILL BE SOME MINOR GRADING ON THE ADJACENT PROPERTIES AS PART OF THIS PROJECT. V. SOILS THIS SITE HAS BEEN MASS GRADED PER THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3" WPO# 2009 -00074 AND THE EXISTING CONTOURS ON THIS PLAN REPRESENT THESE CONDITIONS. THE SOILS FOR THIS SITE WILL BE CONTROLLED CONSTRUCTION FILL FROM WPO# 2009 - 00074. SOIL TYPES PRIOR TO THE MASS GRADING OPERATIONS ARE LISTED BELOW. UDORTHENTS, LOAMY (88): THIS MAP UNIT IS MADE UP OF AREAS THAT HAVE BEEN USED FOR CUTTING OR FILLING FOR CONSTRUCTION. THE AREAS ARE GENERALLY IRREGULAR IN SHAPE AND CONFORM TO PROPERTY BOUNDARIES. SLOPES MAINLY RANGE FROM 2 TO ABOUT 25 PERCENT. THE AVAILABLE WATER CAPACITY IS LOW TO MODERATE. SURFACE RUNOFF IS MEDIUM TO VERY RAPID, AND THE HAZARD OF EROSION IS MODERATE TO VERY SEVERE. ONSITE INVESTIGATIONS ARE REQUIRED TO DETERMINE THE USE AND MANAGEMENT OF THESE SOILS. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION AND TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO RT. 29. VII. STORMWATER MANAGEMENT CONSIDERATIONS SEE DRAWING NUMBER C -30 ON SEPARATE PLAN SET ENTITLED "ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, AMENDMENT NO. 3, WPO- 201000023" FOR WATER QUALITY MEASURES PROPOSED TO BENEFIT THIS SITE PLAN. ADDITIONAL MEASURES NECESSARY TO ACHIEVE POLLUTANT REMOVAL REQUIREMENTS ARE SHOWN AS PART OF THIS PLAN. VIII. OFF -SITE ACTIVITIES IT WILL BE NECESSARY TO IMPORT FILL FROM ON OFF -SITE SOURCE TO COMPLETE THE GRADING OPERATIONS FOR THIS SITE. IX. EROSION AND SEDIMENT CONTROL MEASURES ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA, EROSION AND SEDIMENT CONTROL HANDBOOK. SYMBOLS, DETAILS, AND DIMENSIONS USED ARE TAKEN FROM THE HANDBOOK, AS WELL AS THE VIRGINIA DEPARTMENT OF TRANSPORTATIONS ROAD AND BRIDGE STANDARDS, VOLUME I, 2008. A. STRUCTURAL PRACTICES 1. TEMPORARY CONSTRUCTION ENTRANCE (CE), 3.02: TEMPORARY CONSTRUCTION ENTRANCES SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE OR IN LIEU OF A WATER TAP, EACH CONSTRUCTION ENTRANCE SHALL HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT ALL TIMES. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATERCOURSES. 2. SILT FENCE (SF), 3.05: SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE SITE PLAN. 3. STORM DRAIN INLET PROTECTION (IP), 3.07: STORM DRAIN INLET PROTECTION SHALL BE PROVIDED AS SHOWN ON THE PLANS. 4. SOIL STABILIZATION BLANKETS & MATTING (B /M), 3.36: INSTALL AS SHOWN ON PLAN TO RESIST EROSION AND PROMOTE THE ESTABLISHMENT OF YOUNG VEGETATION IN CHANNELIZED AREAS. 5. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL AS SHOWN ON PLANS TO HELP REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. 3 v N 1 W UI O aD J Z Li Y J co O M N O Y V O m m v. 0 I c W N .0-� 1 1 REVISED NOTE 2 IN THE SEQUENCE OF CONSTRUCTION EMIF NO. SHEET REVISION BY 14 DATE I NO. B. VEGETATIVE PRACTICES 1. TOP SOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. REFER TO "ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS" #17 AND #18 AND TO "TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32 -D" ON DWG C -21 FOR ADDITIONAL INFORMATION. C. MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. MS -2. STABILIZATION OF SOIL STOCKPILES: DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. MS -3. PERMANENT VEGETATIVE COVER: A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE E &S INSPECTOR, IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, STORM INLET PROTECTION, SILT FENCING, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. MS -5. STABILIZATION OF EARTHEN STRUCTURES: STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MS -6. SEDIMENT BASINS AND TRAPS: SEDIMENT TRAPS & BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL ONLY CONTROL A DRAINAGE AREA OF LESS THAN 3- ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR STORM OF 24 -HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. SHEET REVISION BY I DATE AT F.LWTFAII& 2- It> -15- r,SIONAL r: MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 - LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. D. TRENCH BACKFILL MATERIAL SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS. F. ALL APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH AT ALL TIMES. MS -17. CONSTRUCTION ACCESS ROUTES: WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND- DISTURBING ACTIVITIES. MS -18. TEMPORARY E &S CONTROL MEASURE REMOVAL: ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. MS -19. ADEQUACY OF RECEIVING CHANNELS: PROPERTIES AND WATERWAYS DOWNSTREAM FROM THE DEVELOPMENT SITE SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATES OF STORM WATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24 -HOUR DURATION. D. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND SYSTEMS SHALL BE MAINTAINED, INSPECTED, AND REPAIRED AS NEEDED TO INSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED AT THE END OF EACH DAY AND AFTER EVERY RAINFALL EVENT. 1. DAMAGE TO EROSION CONTROL MEASURES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY SHALL BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 2. MAINTAIN ALL SEEDED AREAS UNTIL A UNIFORM STAND IS ACCEPTED. 3. CONSTRUCTION ENTRANCE (3.02): PROVIDE FOR EQUIPMENT WASHING AS NEEDED TO PREVENT THE TRANSPORT OF SOIL ONTO EXISTING ASPHALT ROADWAYS. ANY SEDIMENT ON THE PAVEMENT SHALL BE REMOVED IMMEDIATELY. 4. SILT FENCE (3.05): SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP OF THE BARRIER. 5. STORMDRAIN INLET PROTECTION (3.07): SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 6. SEEDING (3.31/ 3.32): AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RESEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. 7. SOIL STABILIZATION BLANKETS & MATTING (3.36): THE MEASURE SHALL BE PERIODICALLY CHECKED FOR UNDERMINING AND TO ENSURE THAT IT IS SECURE AND FUNCTIONING AS INTENDED.. 8. DUST CONTROL (3.39): PROVIDE DUST CONTROL IN AREAS SUBJECT TO SURFACE AND AIR MOVEMENT OF DUST WHERE ON -SITE AND OFF -SITE DAMAGE IS LIKELY TO OCCUR IF PREVENTIVE MEASURES ARE NOT TAKEN. ALBEMARLE COUNTY GENO& CONSTRUCTION NOTES FOR EROSION AND SEDIME14T CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13 -301 OR THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B). SEQUENCE OF CONSTRUCTION 1. CONTRACTOR TO SCHEDULE AND ATTEND A PRE - CONSTRUCTION MEETING WITH ALBEMARLE COUNTY AND OBTAIN ALBEMARLE COUNTY LAND DISTURBANCE PERMIT PRIOR TO THE START OF ANY LAND DISTURBING/ CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAN. 2. VERIFY PERIMETER CONTROLS INSTALLED WITH THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074 ARE PRESENT. INSTALL OR REPAIR AS NECESSARY. COORDINATE WITH WPO 2013 -69 "STONEFIELD BLOCKS F AND G FINAL SITE PLAN ". 3. INSTALL STORM AND OTHER UTILITIES. PROVIDE INLET PROTECTION ON STORM INLETS AS THEY ARE CONSTRUCTED. 4. PERFORM GRADING OPERATIONS TO BRING SITE TO SUBGRADE ELEVATIONS AND MAINTAIN POSITIVE DRAINAGE TO SEDIMENT TRAPPING MEASURES. STABILIZE AREAS AS THEY ARE BROUGHT TO GRADE WITH GRAVEL OR SEEDING. 5. INSTALL BUILDING FOUNDATIONS, AND CURB & GUTTER. 6. INSTALL ASPHALT BASE AND INTERMEDIATE COURSES FOR PARKING AREAS AND TRAVELWAYS. 7. ALL EROSION AND SEDIMENT CONTROLS SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION OR WHEN MEASURES ARE NO LONGER NEEDED. REMOVALS ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 8. CLOSE OUT THE PROJECT. DESIGNED U : PROJECT: STONEFI ELD BLOCK G SET REV. N0. WA FINAL SITE PLAN ENGINEERS 3 °Raw" BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: SURVEYORS TLB P W& LANNERS TITLE: °iHR BY: EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS C -20 AsSOCIATESHFW SHEET NUMBER: PO Box 4119 3040Avemorc. Square Pl. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Chazbvesville, VA 22911 el i/� 20 of 24 Phonc: 434.316.6080 Phone: 434.984.2700 213118.01 311801C_ENS -2.dwg H: AS SHOWN 08128 /1 4 www.wwassociaws.net V. N/A �/ _ 3 v i 2 W U_I O 00 M J O Y J m O Cd N r 0 m v m w c 0 a� m W N / C ON`, eU„TK) €\ �° C E S —� `V v:A A t +ALI 10P i..4 ?l)ps F , r. r fill 2',A AGGRECA,1_ NA.SE PROFILE ?C' M=rs IFILTER C'1_0711 SE TIQN A —A A 111111iilmin N atef tali Of 1 inch must be ldlstalled vitll a 111i11iilium 1 inch balleock stltltoff valve supplying a Wash hose with a diameter of 1, 5 inches for adequate Constalit pres'su'e. NVrawllwater must be Canned awav 11`0111 file entl°a11Ce t0 all s w b , � area 'ter e e 11111entz All � ec11111ent �llall _ e prevented from approved _ ettlu � a1e� � remove _ c 1 t elltetilll2 4011T1 ch°auls,• tlitctle,_ 01 '4'V1tetC(}111 . .. PAVED WASH RACK �E NO SC'j�Lll NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT EACH CONSTRUCTION ENTRANCE AT ALL TIMES. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 1�41 i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r �Illii 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW -1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installatiour of Straw and Fabric Filter Barriers for SedirrrenL Control, Sherwood & Wyant TYPICAL ORIENTATION OF TREA TMENT - i (SOIL STABILIZATION BLANKET) 0 ,HAI I OW ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. 4 :...,.. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END ' UNDER 4" AND STAPLE AT 12" INTERVALS. •` 12" IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE N III�� SF GRAVEL CURB INLET SEDIMENT FIL TER g�� r GRAVEL FILTER * 12" RUNOFF WATER WIRE MESH FILTERED WATER IT o.� G. . �IIII e SEDIMENT CONCRETE GUTTER 12" CURB INLET �PP,'C'II R 1PPL,IC'ATIOV THIS NIETHOD OF iNI ET PROTECTION IS API'LICADI E AT C'URR INI ET-, W11FRE PONDING IN FRONT OF THE iIZtLC ",'PURE I, NOT LIhELl_ TO ClAtj, -,F INCON\PNIENCE OR DAINIA(E TO ADJACENT 'I,RUICTI f]ZFS AND UNIIHOTEC'TED aREA,` . * (TRA\ ,J. STIALL BE VDOT 3, ,r�57 OR 'C, COARSE ac(I )1, cGATE. PLATE. 3.05 -1 SOTII CE \',A DS K' TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12 ". 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 1 f JUNCTION SLOT EDGE AND END JOINTS I I I I II I I I I CHECK SLOT # TO BE SNUGLY ABUTTED 1 (JUTE MESH WILL HAVE I I I TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT) LAP JOINT 2" MIN. I I I I I I I TAMP FIRMLY (JUTE MESH ONLY) ANCHOR SLOT I I 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I 1 2" I I E314 I _ 6" TO 12" I I I I I I I 11 I 1 1 I CHECK SLOT I 1 I I 1 " TO 2" i 1 TAMP CHECK SLOT I I 1 1 II 1 1 1 1 FIRMLY VAR. VAR. 6" TO 12" PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. *CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL- 50' C —C INTERVALS; 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "NOT WITH ALL COMBINATIO NATION "BLANKETS N JUNCTION SLOT TAMP 12" FIRMLY 0 PLATE: 3.36 -1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS TERMINAL FOLD 0 PLATE: 3.36— IP SILT FENCE DROP INLET PROTECTION 2 X 4" WOOD FRAME V� U U STAKE ']l MTM DROP INLET IME F;L�,�- ATI0N OF' STAKE AND FAHR,IC 0R11:NTATION SPECIFIC APPLICATION I V MIN. lJ DETAIL A THIS METHOD 01' INLET PROTECTION IS APPLI(AHIJ, 11'HERK THE - r CONS RW,° rK)N A RELATIV'LL)' FLAT AREA A �r i tAl T PAVED GREATER THAN 5'l) 1VI -IERE TIIE INLET LHEET OR 0VERLAND Fi,fflV,,' (NOT EXCI;L,DING I C.T ') ARE TOPICAL. HE (METHOD SHALL I �, APPLY TO INLET,, PAVFltF 'W j I IN STREET OR 2f I� � ST'D EC -2 LINING 1 HAVE AN ANNUAL RYE HYDROSEED W/ TACKIFIER PLANTED c THE SLOPES AT PERMANENT SEEDING RATES IN LIEU OF USING THE EC -2 LINER TO ALLOW FOR EROSION PROTECTION I TO GROUND COVER PLANTING. T Le PI ( VI.,' fDRAII^1JAG(` 3. SEE NOTE 4 ON C -19 FOR STABILIZATION OF SLOPES Vf US LXIL{UL kID. "t i TO S-ADIVENIT OF IN- Rc,-,S A114 ,D, LG;.E'S , TIRARP ^JG }ICF OPERATION PLAN. .....,....._ I w (` 11;4 t �aP I NAC-4- '^ SP i �"�T ll ' €N :C t>> IFILTER C'1_0711 SE TIQN A —A A 111111iilmin N atef tali Of 1 inch must be ldlstalled vitll a 111i11iilium 1 inch balleock stltltoff valve supplying a Wash hose with a diameter of 1, 5 inches for adequate Constalit pres'su'e. NVrawllwater must be Canned awav 11`0111 file entl°a11Ce t0 all s w b , � area 'ter e e 11111entz All � ec11111ent �llall _ e prevented from approved _ ettlu � a1e� � remove _ c 1 t elltetilll2 4011T1 ch°auls,• tlitctle,_ 01 '4'V1tetC(}111 . .. PAVED WASH RACK �E NO SC'j�Lll NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT EACH CONSTRUCTION ENTRANCE AT ALL TIMES. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4 "X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 1�41 i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. r �Illii 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW -1 EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installatiour of Straw and Fabric Filter Barriers for SedirrrenL Control, Sherwood & Wyant TYPICAL ORIENTATION OF TREA TMENT - i (SOIL STABILIZATION BLANKET) 0 ,HAI I OW ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS MAY BE APPLIED ACROSS THE SLOPE. BERM WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, BRING THE MATERIAL OVER THE BERM AND ANCHOR IT BEHIND THE BERM. ON STEEP SLOPES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. 4 :...,.. BRING MATERIAL DOWN TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. TURN THE END ' UNDER 4" AND STAPLE AT 12" INTERVALS. •` 12" IN DITCHES, APPLY PROTECTIVE COVERING PARALLEL TO THE DIRECTION OF FLOW. USE CHECK SLOTS AS REQUIRED. AVOID JOINING MATERIAL IN THE CENTER OF THE DITCH IF AT ALL POSSIBLE. SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE N III�� SF GRAVEL CURB INLET SEDIMENT FIL TER g�� r GRAVEL FILTER * 12" RUNOFF WATER WIRE MESH FILTERED WATER IT o.� G. . �IIII e SEDIMENT CONCRETE GUTTER 12" CURB INLET �PP,'C'II R 1PPL,IC'ATIOV THIS NIETHOD OF iNI ET PROTECTION IS API'LICADI E AT C'URR INI ET-, W11FRE PONDING IN FRONT OF THE iIZtLC ",'PURE I, NOT LIhELl_ TO ClAtj, -,F INCON\PNIENCE OR DAINIA(E TO ADJACENT 'I,RUICTI f]ZFS AND UNIIHOTEC'TED aREA,` . * (TRA\ ,J. STIALL BE VDOT 3, ,r�57 OR 'C, COARSE ac(I )1, cGATE. PLATE. 3.05 -1 SOTII CE \',A DS K' TYPICAL TREATMENT - 1 (SOIL STABILIZATION BLANKET) INSTALLATION CRITERIA ANCHOR SLOT NOTES APPROXIMATELY 200 STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. ANCHOR SLOTS, JUNCTION SLOTS & CHECK SLOTS TO BE BURIED 6" TO 12 ". 12" MAX. 4:1 OR FLATTER 6" MAX. STEEPER THAN 4:1 1 f JUNCTION SLOT EDGE AND END JOINTS I I I I II I I I I CHECK SLOT # TO BE SNUGLY ABUTTED 1 (JUTE MESH WILL HAVE I I I TERMINAL FOLD STAPLED LAP JOINT IN LIEU OF EDGE JOINT) LAP JOINT 2" MIN. I I I I I I I TAMP FIRMLY (JUTE MESH ONLY) ANCHOR SLOT I I 5' MAX. 4:1 OR FLATTER 3' MAX. STEEPER THAN 4:1 I I 1 2" I I E314 I _ 6" TO 12" I I I I I I I 11 I 1 1 I CHECK SLOT I 1 I I 1 " TO 2" i 1 TAMP CHECK SLOT I I 1 1 II 1 1 1 1 FIRMLY VAR. VAR. 6" TO 12" PLAN VIEW STAPLING DIAGRAM STAPLE FORMED FROM NO.11 STEEL WIRE. *CHECK SLOTS AT MIN. 8" STAPLE MIN. LENGTH FOR SANDY SOIL- 50' C —C INTERVALS; 6" STAPLE MIN. LENGTH FOR OTHER SOIL. "NOT WITH ALL COMBINATIO NATION "BLANKETS N JUNCTION SLOT TAMP 12" FIRMLY 0 PLATE: 3.36 -1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS TERMINAL FOLD 0 PLATE: 3.36— IP SILT FENCE DROP INLET PROTECTION 2 X 4" WOOD FRAME V� U U STAKE ']l MTM DROP INLET IME F;L�,�- ATI0N OF' STAKE AND FAHR,IC 0R11:NTATION SPECIFIC APPLICATION I V MIN. lJ DETAIL A THIS METHOD 01' INLET PROTECTION IS APPLI(AHIJ, 11'HERK THE - INi,ET DRAINS A RELATIV'LL)' FLAT AREA (SLOPE NO GREATER THAN 5'l) 1VI -IERE TIIE INLET LHEET OR 0VERLAND Fi,fflV,,' (NOT EXCI;L,DING I C.T ') ARE TOPICAL. HE (METHOD SHALL NOT APPLY TO INLET,, kECE1NINC' CONCENTRATED I LOI1S . �t'C11 AS IN STREET OR FIIGHtVAY NIEDI \NS. I� PLATE, 3.07 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 PLATE 3,07 1 TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32 -D LAWN TYPE SEEDING RATE PER ACRE HIGH MAINTENANCE KENTUCKY 31 OR LAWN (WITHIN TURF —TYPE TALL FESCUE 200 -250 LBS LOT AREA) ANNUAL RYE GENERAL SLOPES KENTUCKY 31 FESCUE 128 LBS 3:1 OR LESS RED TOP GRASS 2 LBS GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW SEASONAL NURSE CROP 20 LBS LOW MAINTENANCE USE GROUND COVER PLANTINGS SLOPES STEEPER THAN 3:1 AND /OR VINES IN ACCORDANCE WITH SUMMER. TABLE 3.37 —C OF THE VESCH. SEEDING DATE SEASONAL NURSE CROP FEB. 16 THRU APRIL ANNUAL RYE MAY 1 THRU AUG 15 FOXTAIL MILLET AUG 16 THRU OCT ANNUAL RYE NOV THRU FEB 15 WINTER RYE NOTES 1. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10 -20 -10 AT A RATE OF 1,000 POUNDS PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE DURING THE SPRING AND FALL AND 2 TONS PER ACRE IN THE WINTER AND SUMMER. 2. SLOPES LABELED AS 2:1 WITH VDOT ST'D EC -2 LINING MAY HAVE AN ANNUAL RYE HYDROSEED W/ TACKIFIER PLANTED ON THE SLOPES AT PERMANENT SEEDING RATES IN LIEU OF USING THE EC -2 LINER TO ALLOW FOR EROSION PROTECTION PRIOR TO GROUND COVER PLANTING. 3. SEE NOTE 4 ON C -19 FOR STABILIZATION OF SLOPES STEEPER THAN 3:1 (H:V). � OF � oES�GrvED BY: PROJECT: SET REV. N0. �� ENGINEERS Rv STONEFIELD BLOCK G 3 o oRAwN er: FINAL SITE PLAN SURVEYORS TLe ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: � ftI3E T F T � PLANNERS DIRK BY. TITLE: �,'� S MATES Ham, EROSION AND SEDIMENT CONTROL DETAILS C -21 PoiioX4riy 304 °,°e "'o,zsq °�eP'. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: �, Lynchburg, VA ?502 Charlaitesville, VA32911 ��Sj�� ? Phone: 434516.6080 Phono_ 434984.2700 � � � � � �� 7 /►�/ H: /� �+�QWN � � � f �� 4U1,,,,,_Ww,,,;,,,la,,,E 311801C_ENS -3.dw V L V: N /AJ II Og/2g/�14 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE m UI O co ca O aD C4 O O O 0 as O aD C4 .-I IV kol, VS (�5) CC IV NOTE: FOR LANDSCAPING WEST OF CENTERLINE OF STONERIDGE AVENUE SEE LANDSCAPE PLAN ON THE APPROVED PLAN ENTITLED *STONEFIELD BLOCKS F & G FINAL SITE PLAN". DRAWING NUMBER C-32 AND C-35 NE OF STONERIDGE AVENUE EXISTING EVERGREEN SCREEN (TYP) (NOT INCLUDED IN LANDSCAPE CALCULATIONS) F .................. 0"C IG (2) J AG (11) ) A G 1) IG (6) PL L 1 l' 012 uluuv zli y- PL (11) PL (2) (8 L 1)1 PL (15) 1 imiiiid IG (3) 1 (6) M! Z NO. SHEET REVISION SHEET REVISION 5- ti ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avernore Square Pl. Lynclibuig, VA 24502 Chaflotlesville, VA 22911 Phone: 434.316 6080 Phone: 434.994,2700 DESIGNED BY. PROJECT. SET REV. NO. RU STONEFIELD BLOCK G 3 DRAWN BY. FINAL SITE PLAN TIB ALBEMARLE COUN7Y, VIRGINIA DRAWING NUMBER: TITLE: DIHR BY.- LANDSCAPE PLAN C-22 HFIN WWA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE: SHEET NUMBER: 213118.01 311801C-LS-I.dwg ClVlL H. NSA 30' 08128114 22 of 24 VI I C-4 00 C.D 06 C4 -0 CC) '0 O O C4 1_1� NOTES: 1) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. BLOCK G LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "G": 256,859 SQFT (FROM CENTERLINE OF STONERIDGE AVENUE) PERCENT OF TREE COVER REQUIRED: X 101% REQUIRED CANOPY COVER: 25,686 SQFT PROPOSED CANOPY: 35.373 SQFT PARKING LOT LANDSCAPING: IMPERVIOUS AREA OF ACCESS AISLES AND PARKING: 78.862 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 3,943 SQFT PROPOSED PARKING LOT LANDSCAPING: 8,712 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 226 PARKING SPACES / 10 = 22.6 PROPOSED PARKING LOT SHADE TREES: 32 CONFLICTS WITH LIGHTING DESIGN RESOLVED. BLOCK G LANDSCAPE SCHEDULE 2 CALCULATIONS QTY CODE QTY BOTANICAL / COMMON NAMES Type SIZE ROOT SPACING I As Shown AREA OF TREE IN SF. TOTAL AREA IN SF. 16 Acer rubrum 'Autumn Flame'/ Autumn Flame Red Maple Shade Trees 2,832 PA 4 Platanus acedfolia'Bloodgood'/ Bloodgood London Plane Tree UNIT TOTAL AB 16 Acer buergeranum / Trident Maple Shade 7- B&B A.S. 125 2,000 AF 5 Acer ginnala'Flame'/ Flame Amur Maple Shade 7' B&B A.S. 206 1,030 AR 20 Acer rubrum 'Autumn Flame' Autumn Flame Red Maple Shade 2 1/2% B&B A.S. 177 3,540 PA 14 Platanus acedfolia'Bloodgood'/ Bloodgood London Plane Tree Shade 21/2% B&B A.S. 368 5,152 GT 31 Gleditsia triacanthos var. inermis 'Skyline'/ Thornless Honeylocust Shade 31/2 "c B&B A.S_ 424 13,144 QP 4 Quercus phellos'QPSTA'/ Hightower Willow Oak Shade 21/2 "c B&B A.S. 370 1,480 UP 8 Ulmus parvifolia'Allee'/ Allee Elm Shade 2112 °c B&B A-S. 366 2,928 W31 Ornamental (Flowering) Trees Ornamental (Flowering) Trees UNIT UNIT TOTAL AG 16 Amelanchier grandifloraAitumn Brillance'/ Autumn Brilliance Servicebe" Ornamental 8' B&B A.S. 130 2,080 CC 7 Cercis canadensis / Eastern Redbud Ornamental 7' B&B A.S. 124 868 26 Cercis canadensis / Eastern Redbud Evergreens Trees T B&B A.S. 124 UNIT TOTAL 10 1 Ilex opaca / American Holly Evergreen 6-8' B&B A.S_ 56 56 JV 12 Juniperusvirginiana / Eastern Red Cedar Evergreen 10, B&B A.S. 16 192 P B 9 Picea abies / Norway Spruce Evergreen 10, B&B A.S. 41 369 26 Juniperus virginiana / Eastern Red Cedar Evergreen 10, B&B A.S. 16 416 PB 22 143 Total Trees Provided Total Tree Canopy Area Provided 32,839 A.S. 41 Shrubs / Groundcover I Greenscreen XCL 39 X Cupressocyparis leylandii / Leyland Cypress Evergreen UNIT TOTAL IG 41 Ilex glabra 'Shamrock'/ Shamrock Inkberry TP #5/30*' B&B A.S. 0 0 IV 24 Illex verticillata'Red Sprite' / Red Sprite Winterberry P1 #5130" B&B A.S. 41 I 984 PL 75 Prunus laurocerasus 'Otto Luyken'/ Otto Luyken Cherry Laurel #5/30" B&B A.S. 0 0 VD 50 Viburnum dentaturn Arrowwood Viburnum #5/30" 51 B&B 2'/ A.S. 31 1,550 VS 15 Viburnum setigerum Tea Viburnum #5/30" 51 B&B A.S. 0 0 LIR 104 Liriope MUScari 'Big Blue' Big Blue Liriope #5/30" #1 Cont. 18" O_C. 0 0 46 Illex verticillata'Red Sprite' / Red Sprite Winterberry #5/30" B&B A.S. 41 1,886 PL 75 309 Total Shrubs/ Groundcover/ Greenscreen Provided Total Shrub Canopy Area Provided 2,534 A.S. 0 Total Canopy Area Provided VD 79 Viburnum dentaturn Arrowwood Viburnum 5' B&B NOTES: 1) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. BLOCK G LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "G": 256,859 SQFT (FROM CENTERLINE OF STONERIDGE AVENUE) PERCENT OF TREE COVER REQUIRED: X 101% REQUIRED CANOPY COVER: 25,686 SQFT PROPOSED CANOPY: 35.373 SQFT PARKING LOT LANDSCAPING: IMPERVIOUS AREA OF ACCESS AISLES AND PARKING: 78.862 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 3,943 SQFT PROPOSED PARKING LOT LANDSCAPING: 8,712 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 226 PARKING SPACES / 10 = 22.6 PROPOSED PARKING LOT SHADE TREES: 32 NOTE: THIS TABLE IS ONLY FOR REFERENCE WITH THE CALCULATIONS. THESE TREES ARE INCLUDED IN BOTH THE *TOTAL LANDSCAPE SCHEDULE* AND THE "PERMANENT LANDSCAPE SCHEDULE". I CONFLICTS WITH LIGHTING DESIGN RESOLVED. BLOCK G PARKING LANDSCAPE SCHEDULE CALCULATIONS 2 CODE QTY BOTANICAL I COMMON NAMES AREA OF TREE IN SF. TOTAL AREA IN SF. PCS 2/2/15 Shade Trees UNIT TOTAL AR 16 Acer rubrum 'Autumn Flame'/ Autumn Flame Red Maple 177 2,832 PA 4 Platanus acedfolia'Bloodgood'/ Bloodgood London Plane Tree 368 1,472 QP 4 Quercus phellos'QPSTA'/ Hightower Willow Oak 370 1,480 UP 8 Ulmus parvifolia'Allee'/ Allee Elm 366 2,928 Acer ginnala'Flame'/ Flame Amur Maple Shade 7' B&B A.S. 206 32 Total Parking Trees Provided 58 8,712 NOTE: THIS TABLE IS ONLY FOR REFERENCE WITH THE CALCULATIONS. THESE TREES ARE INCLUDED IN BOTH THE *TOTAL LANDSCAPE SCHEDULE* AND THE "PERMANENT LANDSCAPE SCHEDULE". I CONFLICTS WITH LIGHTING DESIGN RESOLVED. PCS 11 /20/14 2 ADDRESSED ARB COMMENTS. PCS 1/12/15 3 ADDRESSED ARB COMMENTS. PCS 2/2/15 NO. SHEET REVISION BY I DATE I NO. NOTES: 1) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. 2) NO SPECIES OF TREES OR SHRUBS CONTRIBUTE MORE THAN 25% TO THE TOTAL COUNT OF BLOCKS F & G. SHEET REVISION BLOCK F & G LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "I'" & "G": 909,790 SQFT PERCENT OF TREE COVER REQUIRED: X 10% REQUIRED CANOPY COVER: 90,979 SQFT PROPOSED PERMANENT CANOPY: BY I DATE 100,106 SQFT op 11P.11L UP t, ;-A 0.10MAL 1 �, PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK." LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP-SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL. LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE-EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 111OW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. DESIGNED BY. RU BLOCKS F & G LANDSCAPE SCHEDULE DRAWN BY. CALCULATIONS CODE QTY BOTANICAL I COMMON NAMES Type SIZE ROOT SPACING I As Shown AREA OF TREE IN SF. TOTAL AREA IN SF. Shade Trees UNIT TOTAL AB 21 Acer buergeranum / Trident Maple Shade 7' B&B A.S. 125 2,625 AF 10 Acer ginnala'Flame'/ Flame Amur Maple Shade 7' B&B A.S. 206 2,060 AR 58 Acer rubrum 'Autumn Flame'/ Autumn Flame Red Maple Shade 21/2 "c B&B A.S. 177 10,266 PA 32 Platanus acehfolia'Bloodgood'/ Bloodgood London Plane Tree Shade 21/2 "c B&B A.S. 368 11,776 GT 87 Gleditsia triacanthos var. inermis 'Skyline' / Thornless Honeylocust Shade 3112 "c B&B A.S. 424 36,888 QP 42 Quercus phellos 'QPSTA'/ Hightower Willow Oak Shade 21/2"c B&B A.S. 370 15,540 UP 15 Ulmus pamfolia'Allee / Allee Elm Shade 21/2 "c B&B A.S. 366 5,490 W31 Ornamental (Flowering) Trees UNIT TOTAL AG 23 Amelanchier grandifloraAutumn Brillance'l Autumn Brilliance Serviceberry Ornamental 8' B&B I A.S. 130 2,990 AP 5 Acer griseum / Paperbark Maple Ornamental 8' B&B A.S. 88 440 CC 26 Cercis canadensis / Eastern Redbud Ornamental T B&B A.S. 124 3,224 MS 4 Magnolia soulangiana / Saucer Magnolia Ornamental 81 B&B A.S. 145 580 Evergreens Trees UNIT TOTAL 10 22 Ilex opaca / American Holly Evergreen 6-8' B&B A.S. 56 1,232 JV 26 Juniperus virginiana / Eastern Red Cedar Evergreen 10, B&B A.S. 16 416 PB 22 Picea abies / Norway Spruce Evergreen 10, B&B A.S. 41 902 XCL 39 X Cupressocyparis leylandii / Leyland Cypress Evergreen 6' B&B A-S. 26 1,014 TP 41 Thula plicata & GVS. / Giant Arborvitae (Atrovirens, Green Giant) Evergreen 61 B&B A.S. 8 328 P1 473 Total Trees Provided Total Tree Canopy Area Provided 95,771 Shrubs/ Groundcover I Greenscreen UNIT TOTAL EK 44 Euonymus kiautshovicus 'Manhatten'/ Manhatten Euonymus #5/30" B&B A.S. 0 0 EA 29 Euonymus alatus'Compacta'/ Compact Winged Euonymus #5/30" B&B A.S. 0 0 IG 41 Ilex glabra 'Shamrock' Shamrock Inkberry #5/30" B&B A.S. 0 0 IV 46 Illex verticillata'Red Sprite' / Red Sprite Winterberry #5/30" B&B A.S. 41 1,886 PL 75 Prunus laurocerasus 'Otto Luyken' / Otto Luyken Cherry Laurel #5/30" B&B A.S. 0 0 VD 79 Viburnum dentaturn Arrowwood Viburnum 5' B&B 2'f A.S. 31 2,449 Vs 64 Viburnum setigerum Tea Viburnum 51 B&B A_S_ 0 0 PAT 27 Polygonum aubertii I Silver Lace Vine #5 Cont. 36" 0 0 LIR 336 Liriope muscari'Big Blue' Big -Blue Linope #1 Cont. 18" O.C. 0 0 POK 72 Penniseturn orientale'Kadey Rose'/ Karley Rose Fountain Grass #1 Cont, 24" O.C. 0 0 741 Total Shrubs/ Groundcover I Greenscreen Provided Total Shrub Canopy Area Provided 4,335 ®r, Total Canopy Area Provided 1 100,1061 NOTES: 1) THE EXISTING STREET TREES ON BLACKBIRD LANE AND THE EXISTING SCREENING TREES ALONG THE SEMINOLE PLACE PROPERTY LINE ARE NOT INCLUDED IN THESE CALCULATIONS ALTHOUGH THEY WILL REMAIN. 2) NO SPECIES OF TREES OR SHRUBS CONTRIBUTE MORE THAN 25% TO THE TOTAL COUNT OF BLOCKS F & G. SHEET REVISION BLOCK F & G LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "I'" & "G": 909,790 SQFT PERCENT OF TREE COVER REQUIRED: X 10% REQUIRED CANOPY COVER: 90,979 SQFT PROPOSED PERMANENT CANOPY: BY I DATE 100,106 SQFT op 11P.11L UP t, ;-A 0.10MAL 1 �, PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK." LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP-SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL. LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE-EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 111OW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS LEGEND PLANTING AREAS IN ENHANCED PEDESTRIAN CORRIDORS PROJECT: STONEFIELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: LANDSCAPE DETAILS FILE NAME. DISCIPLINE: SCALE: DATE: 311801 C-LS-2.dwg CIVIL H: AS SHOWN 08/28/ 14 V. NIA SET REV. NO. 3 DRAWING NUMBER: C-23 SHEET NUMBER: 23 of 24 DESIGNED BY. RU ENGINEERS DRAWN BY. SURVEYORS MB PLANNERS DIHR BY: HFW AsSOCIATES PO Box 4119 3040 Avemoic Square PI. Lynchburg, VA 24502 0-Im-ill, VA 22911 Phone: 434.316.6080 Phone: 434.984 2700 www.wwass,ociatcs.ncl WWA NUMBER: 213118.01 ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS LEGEND PLANTING AREAS IN ENHANCED PEDESTRIAN CORRIDORS PROJECT: STONEFIELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: LANDSCAPE DETAILS FILE NAME. DISCIPLINE: SCALE: DATE: 311801 C-LS-2.dwg CIVIL H: AS SHOWN 08/28/ 14 V. NIA SET REV. NO. 3 DRAWING NUMBER: C-23 SHEET NUMBER: 23 of 24 MIN P11 W31 ■ / J I I i. Cjl P1 IPA R 0A P" PR 11120"on ®r, 1P -Mal W, M ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS LEGEND PLANTING AREAS IN ENHANCED PEDESTRIAN CORRIDORS PROJECT: STONEFIELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: LANDSCAPE DETAILS FILE NAME. DISCIPLINE: SCALE: DATE: 311801 C-LS-2.dwg CIVIL H: AS SHOWN 08/28/ 14 V. NIA SET REV. NO. 3 DRAWING NUMBER: C-23 SHEET NUMBER: 23 of 24 3 Ki 1 J vl ao0 J z c� m 0 ao N 0 m v c 0 I m W arm W) N i C NO. SHEET REVISION SHADE TREE PLANTING 1 SCALE: NOT TO SCAT F U) w KUU I FALL WIDTH NOTES: STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL =OR ADJACENT DNS. AL LEADER. OR 2" MAX. FINISH GRADE. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. RING TO LIMIT OF CANOPY V. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX 'LANTING IN LAWN, SEED / SOD F OF MULCH RING 3RADE NT PLANTING; NN FOR MATERIALS. f SIDES AND BOTTOM OF 'IT TO 1" DEPTH. NMPED SOIL TO 'ROOT BALL JRBED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. 3 EVERGREEN TREE PLANTING SCALE: NOT TO SCALE BY I DATE gue WIDTH SHEET REVISION SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL BY I DATE Op- 2- tb -15- !ANAL MULTI -STEM TREE PLANTING SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1. STAKE OUT PLANT /BED LOCATIONS. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER ENTIRE PLANT BED THOROUGHLY. SHRUB PLANTING NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. RAL LEADER IFLAG, ONE PER WIRE TURN- BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF 3OVE FINISHED GRADE 'ECIFIED -8" MIN. DEPTH IMULCH EDGE ►IL, SEE SPECS. D SUBBASE EES, CUT AND ;LAP FROM TOP BALL dh — DESIGNED BY: RU ENGINEERS DRAWN BY: SURVEYORS TLB PLANNERS DIHR BY: HFW AsSOCIATES PO Box 4119 3040 Aventore Square PI, Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984 2700 w W W. W W associates. net FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL WWA NUMBER: 213118.01 PROJECT: STONEFI ELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA TITLE: LANDSCAPE DETAILS FILE NAME: DISCIPLINE: SCALE: DATE: 311801 C_LS -3.dwg CIVIL H: AS SHOWN 08/28 4 V. N/A SET REV. NO. 3 DRAWING NUMBER: C -24 SHEET NUMBER: 24 of 24 0.4, 0.0 3. 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 .. 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 FIBERGLASS LIGHT POLE V -6" CONCRETE BASE HEAVY DUTY CONCRETE PULL BOX. - REFER SPEC 16050 FOR PULL BOX 5/8 "0 & 10' - COPPERWELD GROUND "P" FIXTURES = 40OW PSMH "XB" FIXTURES = 70W PSMH -FLAT LENS P, P1, P2, P3 20' -0" XB,XB1 12' -0" 12 GROUND WIRE TO JUNCTION & NLINE FUSES TO FIXTURES HAND HOLE /COVER POLE #xx °Hx /xx,xx ° 2'-9' TOTAL NOW ,,----t--JOINT 1 -1/2" BELOW TOP OF BASE J 'a �' •,,. . • ; (III `... (III 191zI 1"we1[7201 ELECTRICAL CONDUIT FOR---- - GROUNDING CONDUCTOR ELECTRICAL CONDUIT(S). ALUMINUM TUBE EMBEDDED .'a QUANTITY AS REQUIRED IN CONCRETE BASE 2' -0" DIA. NOTE: PROVIDE CONCRETE J -BOX AS REQUIRED. THIS DETAIL IS FOR ELECTRICAL CONDUITS ROUTING ONLY. SEE STRUCTURAL DRAWINGS SO.2 FOR DETAILS. POLE DETAIL SCALE: NTS WIN I i ME1111 0.0 0.0 0.0 0.0 �. 2 x v ° " 5L3 if 3."F` 0 1 .9 3. T3.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 \ #? i "C 0.0 POLE #66�� POLE 1mt14A 0.0 0.0 0.0 4 8,1 4(p 3. P b �'° °'4.16 1 .1 2.9 3 0� 5 5 5 0.0 POLE 69 0.0 0.0 0.0 0. .�. 0.0 2.7 0.0 0.0 0.0 i 3 UI C4 O c" CL O O O 1, i, 1 1 1--- - i - lll -11 El I l I I A- MATCH LINE- DWG NO. C-33 Il 101 'l —AP -,M—,—,' LANDSCAPE MODIFICATIONS I L ARB COMMENTS 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE 3 LANDSCAPE MODIFICATOINS iv 31 Al GT Qp ANY A� 2 1, i, 1 1 1--- - i - lll -11 El I l I I A- MATCH LINE- DWG NO. C-33 1 LANDSCAPE MODIFICATIONS I L ARB COMMENTS 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE 1, i, 1 1 1--- - i - lll -11 El I l I I A- MATCH LINE- DWG NO. C-33 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE 3 LANDSCAPE MODIFICATOINS PER ARB COMMENTS Ti Ej I A r, TP (3) I _ . . . . . . . . . . . . . . . ....... ........... . .. . ......... .. . .. .. . ........... . . . ........... . . ................... --moss— ........... XCL (3) 1, i, 1 1 1--- - i - lll -11 El I l I I A- MATCH LINE- DWG NO. C-33 zi II NO. I SHEET REVISION RU 11-15-13 RU 2-6-14 RU 3-7-14 --a-- wv SHEET REVISION 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE 3 LANDSCAPE MODIFICATOINS PER ARB COMMENTS zi II NO. I SHEET REVISION RU 11-15-13 RU 2-6-14 RU 3-7-14 --a-- wv SHEET REVISION v► 3 nl I J U� W) N O c 0 CL N N O N O V y.. O O U O O c O O c W C O N / S Ael 3 J U) N O O �O O U N N ef- O N O v O U zz O O W N of O N /