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HomeMy WebLinkAboutSDP201400065 Plan - Approved 2015-04-14v+ v 1 U UI a°o i c� m 0 as N i m Y V _o m v_ c 0 I W ao N STONEFIELD BLOCK G FINAL SITE PLAN AND VSmp PLAN SHEET N0. DRAWING N0. TITLE 1 OF 24 C -1 COVER SHEET 2 OF 24 C -2 PROFFERS 3 OF 24 C -3 GENERAL NOTES, ABBREVIATIONS & LEGEND 4 OF 24 C -4 GENERAL NOTES 5 OF 24 C -5 GENERAL EARTHWORK NOTES 6 OF 24 C -6 EXISTING CONDITIONS & DEMOLITION PLAN 7 OF 24 C -7 SITE LAYOUT PLAN 8 OF 24 C -8 GRADING AND DRAINAGE PLAN 9 OF 24 C -9 WATER & SANITARY SEWER. LAYOUT PLAN 10 OF 24 C -10 STORM SEWER PROFILES 11 OF 24 C -11 STORM DRAINAGE AREA MAP 12 OF 24 C -12 STORM DRAIN CALCULATIONS 13 OF 24 C -13 BMP ANALYSIS AREA MAP 14 OF 24 C -14 STORMWATER MANAGEMENT CALCULATIONS AND DETAILS 15 OF 24 C -15 DETAILS 16 OF 24 C -16 DETAILS 17 OF 24 C -17 DETAILS 18 OF 24 C -18 ACCESSIBLE ROUTE /HEAVY DUTY ASPHALT PLAN 19 OF 24 C -19 EROSION AND SEDIMENT CONTROL PLAN 20 OF 24 C -20 EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS 21 OF 24 C -21 EROSION AND SEDIMENT CONTROL DETAILS 22 OF 24 C -22 LANDSCAPE PLAN 23 OF 24 C -23 LANDSCAPE DETAILS 24 OF 24 C -24 LANDSCAPE DETAILS APPENDIX 1 OF 5 LT -1 LIGHTING PLAN 2 OF 5 LS -1 LANDSCAPE PLAN 3 OF 5 LS -2 LANDSCAPE PLAN 4 OF 5 LS -3 LANDSCAPE PLAN 5 OF 5 LS -4 LANDSCAPE DETAILS NOTES: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NO.3 (WP02009- 00074) • ALBEMARLE PLACE /STORMWATER MANAGEMENT PLAN AMENDMENT NO.4 (WP02010- 00023) • 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 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 THE STONEFIELD DEVELOPMENT ON BLOCK G. 5. THE DISTURBED AREA OF 4.6 ACRES REPRESENTED ON THIS PLAN IS COVERED BY GENERAL CONSTRUCTION PERMIT NUMBER VAR 100061. 6. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 1 REVISED PER COMMENTS BY ALBEMARLE COUNTY, ACSA, VDOT AND FIRE AND RESCUE RU 12/22/14 2 REVISED PER ARB COMMENTS RU 1/12/15 3 REVISED PER COUNTY, ARB AND ACSA COMMENTS RU 2/10/15 NO. SHEET REVISION BY I DATE I NO. SHEET REVISION ALBEMARLE COUNTY, VIRGINIA SDP 2014 -00065 WPO 2014 -00102 ZMA # 2001 -0007 ZMA # 2008 -0003 ZMA # 2011 -004, ZMA # 2011 -007 ZMA 2013 -00009 VICINITY MAP SCALE: I"=2000' AT .RFX4 A R I .F. rnT WTV nFp A 1?- FX41�Mrr A nnv n'% T AT - — — 1 1 1 \V ♦ L 1L• APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT (21.08 AC.) PLANNING /ZONING q 49 .1 -- ENGINEER 3 INSPECTIONS �- ARB I DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AU HORITY it al 3 1-115- VIRGINIA DEPARTMENT OF TRANSPORTATION 16.6% HEALTH DEPARTMENT .? SQ BY I DATE 0 r a arONAL SITE DATA 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: STEETS®EDENS.COM ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE®WWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE PLACE EAAP, LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 4135, PG. 249 AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3 -19A AND 19B. 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 LAND USE SCHEDULE: PROPOSED TOTAL PARCEL TOTAL BLOCK G BUILDINGS (FOOTPRINT) ROADS /PARKING GREEN SPACE CIVIC SPACE IMPERVIOUS AREA 918,093 SQ FT (21.08 AC.) 210,807 SQ FT (4.84 AC.) 100% 34,700 SQ FT (0.80 AC.) 16.6% 88,617 SQ FT (2.03 AC.) 42.0% 73,643 SQ FT (1.69 AC.) 34.9% 13,847 SQ FT (0.32 AC.) 6.5% 137,164 SQ FT (3.15 AC.) 65.1 NOTES: 1) 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) =- ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemorc Sgnare PI. Lynchburg, VA 24502 Cl arl.n viW. VA 22911 Phone: 434.316.6080 Phone 434.984.2700 www.wwassociates.net DESIGNED BY. PROJECT: STONEFIELD BLOCK G SET REV. NO. DRAWN BY: FINAL SITE PLAN 3 ne TITLE: ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DiHR BY: COVER SHEET C-1 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 213118.01 311801 C_CS -1.dwg CIV/L H: AS SHOWN V. N/A 08128114 1 of 24 th 31: "O .: I La Z I 0 2 Q 00 ".. V_ W) _J 41C Z Z 0 1C J ca ,_ Q 06 T_ V.- W) C4 0 -.1c 0 0 ro "9 0 V.- 0 C 0 4� V) I 9) C 0 00 V_ V_ W) V_ C4 .01, Z - I ­­­-1- 4 ,,, � �",/ I . �,�,:, �i�-�,,�",wl, ", " , i� - ­ - ___ 110 � . ,�l � 11, k[ 11, , I ii�i 1`k(1_�, () 13 1 � � 11J.1,I) a �, 11 �, COTJNTY Or' ALBEMARLE L'�y.,-------,..,-�,.�,,-.,---�,, I)epartmeat of coraraunity Develaplaent 401 Mantire Road, North Wing charlottesville,'Virginia 22902-4596 Fax (434) 972-4126 _ Plione '434) 296-5832 ----------- �_ I � March 23,2012 Valerie Long 321 E, Main St. , Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefield Proffer Amendment TAX MAP, PARCELS: 061WO-03-00-019A0, 061WO-03-00-019Bo (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, D61WO-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; ble SPECIAL USE PERMIT; 0 compliance with conditions of any applica . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARANCE� if you have question, or ­�,mmerrts regarding the above-noted action, please do not hesitate to contact Rebecra Ragsdale at 296-5832� Sincerely, - �, ' A 0'_�,, - �tner,l,�M�erg Director of Planning / cc: �_ Albemarle Place EAAP�,C Albemarle Place EAAP LLC C/O Tom Gallagher In 0 Box 52B 7200 Wisconsin Ave� Columbia SC 29202 Bethesda, MD 20814 Albemarle Place/Stonefield PROFFE R FORM Date: March 13, 2012 ZMA 4 2011-00007 Albemarle Place/Stonefield . Tax Map and Parcel Numbers: 061WO-03-00-01,9AO, 061WO-03-00-01.9110 (as it 11.18 been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO-03-00-02500 65,034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) Albemarle, Realty (E&A.), LLC, a South Carolina limited liability company is the owner of two parcels of land that were subdivided from tax map parcel 061 WO-03-00-019BO, which parcels are shown as "Lot D2", containing 5.487 acres, and "Lot DT', containing 1.0 I 0 acres, each on a plat t I ritifled "Plat Showing Subdivision of Storrefield, Jack Jarrett Magisterial District, Albemarle County, Virginia" dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W� Associates, which plat is of record in the Clerk's Office of the Circuit Court ofAfbemarle County, Virginia ill Deed Book 4135, page 215 (the "Subdivision Plat"). The Haven at Storiefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot.E-2" containing 7.638 acres, oil the Subdivision Plat. For tho purposes ofthese proffers, Albemarle Place EAAP, LLC, and Albemarle Realty �E&A), LLC are collectively referred to herein as (the 'lowlier"). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (the "Owner") of tax anap parcels 061WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03-00-02500, and the residual portions of tax map parcel 061 WO-03-00-019DO that were not conveyed to either Albemarle Realty (E&A), LLC or The Haven at Stoliefield, LLC, For the purposes ofthese proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"). Tax orap parcels 061WO-03-00-019AO, 061WO-03-00-02300, 061WO-03-00-02400, 061 WO-03- 00-02500, ,,aid 061WO-03-00-019BO (including the lots created there from pursuant to the Subdivision Plat) (collectively, the "Property"), are tire subjert ofzoning map amendment application number ZMA 2011-00007 originally submitted as "Alberalarle Place Proffer Amendment," which application name has been tenanted to "Stonefield." Pursuant to Section 33.3 ofthe Albemarle County Ztaningr Ordinance, the Owner hereby voluntarily proffers the conditions listed in this proffer statement, which shall be applied to the Property ifthe rezoning is approved by Albemarle County. These conditions are proffered as part of the rezoning and it is acknowledged that the conditions are reasonable. The Albemarle Place/Stonefield project was originally approved by the Cotarty Board of Supervisors ori October 22, 2003 as ZMA 2001-007, along with proffers froar the prior owner dated October 22, 2003, and a Code ofDCVelOPM(Alt prepared by The Cox Company dated Original Proffer: Amendment: X October 15, 2003 (with Exhibit A to the Code of Development last revised July 8,2010) (tile "Code of Development"). The Code of Development included all application plan (the "Application Plan"). The improvements proposed for the Property are collectively referred to as the "Project." The term "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest. The term "Application Plaa7refcrs to Exhibit A. The term "Code of Development" refers to Exhibit 13. The proffers dated October 22, 2003 that were approved with ZMA 2001-007 were amended by proffers dated July 23, 2010 that were approved with ZMA 2008-0003 by the County Board of Supervisors on August 4,2010, and by proffers dated August 5, 201 1 that were. approved with ZMA 2011-0004 by the County Board of Supervisors oil Septeinber7,2011, 'These proffers aniend and supersede the proffers accepted in con�]unctioai with the approval of ZMA 2001-007, ZMA 2008-0003, and ZMA 2011-0004. � ' The headings of the proffers set forth below have been prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions of file proffers. I . Phasing of Improvements: The Owner shall phase development of the Project as follows: A. Phase 1: Phase I of the Project shall be composed of Blocks A, B, C and D as shown oil the Application Plan, and as shown in more detail on Exhibit A-I attached hereto ("Phase I "), and shall include strecland utility improvements to serve the plaimed buil ding ilaiprovements contained within Phase 1. As part of Phase 1, the Owner shall design and construct District Avenue (formerly known as Albemarle Place Boulevard and as Fourth Street/Cedar Hill Road) ("District Avenue") from Hydraulic Road to the point where District - Avenue connects with the new planned western entrance to the Sperry Marine facility in the location shown on the Application Plan, ,,aid as shown in more, detail on Exhibit A-1, This first phase of District Avenue shall include all supporting utility infrastructure on such street, and shall be completed prior to issuance of a final certificate of occupancy for any buildings within Blocks A, B, C and 1). Construction of [lie first phase of District Avenue ,shall be doomed complete when it is constructed in conformance with tile plans approved by Albemarle County or by the Virginia Department of Transportation ("VDOT"), as applicable, and in any event the County Engineer has approved it for vehicular travel. No more. than three hundred seventy thousand (370,000) square feet of commercial space and one hundred seventy (170) dwelling units may be constructed within Clio Project until the remainder of District Avenue is constructed to the new platmed intersection with. U.S. Route 29 as shown on the Application Plan, Notwithstanding anything to the contrary contained ill this Paragraph I A, the Owner shall be permitted to utilize porlimis of thoPliase 2 land (as shown on 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. B. Phase 2: Phase 2 of the Project shall be composed of Blocks E, F mad G as shown oil the Application Plan and as shown in more detail oil Exhibit A-1 ('Thase. 2"), and shall include street and utility improvements to serve the planned building improvements contained within Phase 2. As part of Phase 2, the Owner shall design and construct District Aveame from the Original Proffer: Amendment: X point where it connects with the new planned western entrance to the Sperry Marine facility north and cast through Blocks I-, F and G to the new plaiined intersection with U.S. Route 29 as shown on thf, Application Plan and as .shown in more detail oil Exhibit A-1, Thissecond phase ofDisttict Avenue shall includentl supporting utility infrastructure on such street and shall be completed prior to issuance of a filial certificate ofoccupalicy for ally buildings within Blocks E, F and G. Construction of the second phase of District Aveame shall be declared complete when it is constructed ill conforiallince with the plairsapproved by I Albeiriarle County or by the VDOT, as applicable, and in any event the County Engineer has approved it for vehicular travel. Notwithstanding anything to the contrary contained in this Paragraph I B, the Owner shall be permitted to utilize portions ofthe Phase 2 land (as shown oil Exhibit A- 1) for the installation of infrastructure to serve file Phase 1 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 CA above, filial certificates of Occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the 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 De-velopt ricilt) � connecting the first phase of District Avenue to the new planned intersection with U.S, Route 29, or (ii) can demonstrate during the site plan review process, through traffic analysis acceptable to the Director of Community Development and VDOT, that additional traffic from such buildings, when aggregated with the traffic generated by the uses for which certificates of occupancy have been issued for buildings in Phase 1, will not cause the Hydraulic Road/U.S. Route 29 intMeoti011 to fall below air acceptable level of service. All final site plans for the Project that include any portion of District Avenue shall include a note reserving the portion of the property cornprising 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 a public road. Ifthe public right-of-way is not dedicated by subdivision plat, the Owner shall be responsible fox the cost of a survey,rad prepariag the deed to convey the public right-of-way to the Comity. . C. Landscape improvements and associated strettscape improvements to serve the planned building improvements contained within each blook shall be reviewed at the time offirial site plan review for each block. The Project shall have a consistently designed and planted streetscape along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by tire County, the . Owner shall petition for and consent to all tax inap parcels used for rion-rcsidential purposes participating in a Community Development Authority ("CDA") established pursuant to Section 15.2-5 I 52, et seq. of the Code of Virginia C'Code") to be created for the purpose of implementing Route 29 regional transportation improvements, including but not limited to transportation improverneirts within the "Super Block" (the geographical area bounded by Route 29, Hydraulic Road, Commonwealth Drive, and Greenbrier Drive) mad intersectional improvements associated therewith. 3. Cash Proffer for Route 29 Regional Transportation: 'The Owner will make a cash contribution to the County for the MPO/2911250 Phase 2 Route 29 regional transportation study in the amount of One Hundred Thousand Dollars ($1 00,000,00). The cash contribution Original Proffer: Amendment: X shall be inade by the Owner within thirty (30) days upon request by the County. This proffei has been satisfied, 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: The Owner shall contribute Tell Thousand Dollars ($10,000,00) to the City of Charlottesville, for the construction by the City of traffic calming harprovements oil Swanson Road, Cedar Hill Road and other City slicets intersecting Hydraulic Road in the vicinity of Stonefeld. The cash contribution shall be made by the Owner within thirty (30) days upon request by the City. If the traffic calming improvements are not implemented by October 15, 2007, all unexpended funds shall be refunded to the Owner. The City constructod the traffic calming improvements, and requested die prior owner of the Property to pay tile contribution on Novernber 9, 2005, but there arc no innuediately available records that such contribution was ever received by the City. Upon evidence offirior payment of such funds that is satisfactory to the Comity, tire requirements of this Paragraph 4 shall be deemed satisfied, In flic event the Owner has not produced such evidence to the County by March 31, 2010, the Owner shall contribute the funds to the City within thirty (30) days of a written request froin the City, provided that such request is made no sooner than April 1, 201 1. At the time such funds are delivered to the City, the Owner shall provide notice of such payment to the County. 5. Cash Proffer for- Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Service": Upoll the request of the County, the Owner shall Contribute Twenty Thousand Dollars ($20,000.00) per alinuari or an amornat equal to twenty percent (20%) of the annual operating and maintenance costs, whichever is less, for a period not to exceed five years for operating and/or maintaining a dedicated "jitney bus" service to retail commercial developments, including Stonefield, along the Route 29 corridor. If the CAT "jitney service" is not placed into operation by the date of issualice 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 years, to CAT for costs associated with operating existing CAT bus route(s) that provide, service to Storiefield. 6. Cash Proffer for Capital Improvements: 'The Owner shall contribute One Million Five, Hundred Thousand Dollars ($1,500,000.00) (hereinafter refin:red to as the "Total Contribution") to the Comity for the purpose of funding capital improvements related to Storiefield. The contribution shall he paid as follows: (a) Three Handled and Seventy Five Thousand Dollars ($375,000.00) shall be contributed to tile Comity within thirty (30) days after the first final site plan or subdivision plat containing residential dwelling units is approved for Storiefield; (b) an additional Three Hundred and ')'evenly 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 far the first residential dwelling unit in Stcalefield, and (c) the remaining Seven Hundred Fifty Thousand Dollars ($750,000,00) of the Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000.00) per residential dwelling unit at the time certificates of occupancy are issued for the first two hundred fifty (250) dwelling units, No additional contribution shall be required to]- the next two hundred fifty (250) dwelling units. Original Proffer: Aniendialent: X If, five (5) years, froul tile date of approval of the first firial site plan or subdivision plat rot residential dwelling units, the Total Contribution has not been fully paid, the balance of the Total Contribution shall be contributed to tile County withill thirty (30) days upon request by the County. If this fluid has not been exhausted by the County for the stated purpose within five (5) years from the date fire last contribution is made, all unexpended funds shall be refunded to the Owner. In addition to the foregoing, after building permits have been issued for the first five hundred (500) dwelling units within Stonefield, tile Owner shall pay to tile County Three Thousand Dollars ($3,000,00) prior to the issuance of a building permit for each new residential dwelling unit thereafter. 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At its experise, the Owner shall plan, design, bond ,-aid construct travel Carlo improvements to be dedicated for public use oil its Hydraulic Road and Route 29 frontage, 'The design shall be submitted with the first site plan for the initial phase of Stonefield, The subject frontage irraprovements are depicted by Exhibit F, "Short 'term Route 29 Transportation finproveirients." The County may require these improvements to be completed as a prerequisite tothe issuance of any certificates of occupancy. The construction of the subject improvements shall be deemed conaplato when they are constructed in coliforariance with the plans approved by VDOT and opened to public use as approved by VDOT. 8. Construction of Off-Site .Improvements: Upon request by the County or as provided herein, the Owner shall plan, design, bond and construct off-site transportation improvements in the County and the City, as depicted oil Exhibit F, "Short Term Route 29 Transportation Improvements". If the improvements ate Fe4tlired to he constructed, the County may require these improvements to be completed as a prerequisite to the issuance of ally certificates of occupancy. Construction ,-hall be deemed complete when the improvements are constructed in conformance with the plans approved by VDOT and. opened to public rise as approved by VDOT. A. Off-site Improvements in the County at the Northwest Quadrant of the te 29 Intersection. Tho engineering, plats and construction docularents for off-site improvements in the Comity shall be submitted with the first final site plan for Phase I of Storiefield. B. Off-site Improvements in the City at the Northeast Quadrant of the Hydraulic Road/Route29 Intersection (numbered items 4 and It on Exhibit F). TheOwriershall submit the engineering, plats and construction documents (the "Plans") for the improvements in the City of Charlottesville to tire City of Charlottesville by January I 1, 2011 Thf, Owner shall diligently pursue approval of the Plans in the City, IftheCity-does not approve the Plans by July 11, 2012, the Owner shall not be required by this proffer to construct any improvements for which approvals, have not been obtained. The Owner shall not be required by this proffer to acquire or otherwise pay for right of way in tire City for these improvements. Original Proffer: Amendment: X I If the improvements are required to be constructed, the Owner shall complete construction of the improvements for which right of way is available within twelve (i2) months after the issuance of the first certificate or occupancy within Stonefield. Construction shall be deemed complete when the improvements are constructed ill conflormance with the plans approved by VDOT and opened to public use as -,approved by VDOT. This Paragraph 8(R) is subject to the, terms of Paragraph 14, "Substituted Transportation Improvements." 9, Reservation and Dedication of land for Regional Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for the future dedication to the Cornmorawcalth of Virginia certain land oil the Property in tile County for certain short-term transportation improvements for the Route 29 and Hydraulic Road intersection (tile "Short- Term Retire 29/1-lydraulic, Road Improvements") as follows: (a) the land shown as "Parcel A 6,511 S.F." on the plat of Kirk Hughes and Associates dated March 3, 2009, last revised March 25, 2010, which plat is attached hereto as Exhibit H; and (b) any portions of the parcels shown as "Parcel One Future Right of Way 1,1 17 S.F.," "Parcel Two Future Right of Way 9,079 ST .... .. Parcel Four Future Right of Way 1,660 S.F.," and "Parcel Five Future Right of Way 790 ST.," on the Official Map adopted by the Comity on December 2, 2009, a copy of which Official Map is attached hereto as Exhibit 1, that are required by VDOT for the Short-Term Route 29/Hydraulic Road Improvements (collectively, [lie "Short-Terin Improvements Dedication Area"), provided, however, that the subdivision plats depicting the Short-Term Improvements Dedication Area are subject to final approval by the County Department of Community Development and that the precise boundaries and size (if the Short-Teriar Improvements Dedication Area may be adjusted accordingly, Tire Owner shall dedicate the Shoyt-Ternr Improvements Dedication Area to the Commonwealth of Virginia in fee simple by October 1, 201 0, or within thirty (3 0) days after the County approves the subdivision plot necessary to dedicate the Slacit-Terna Improvements Dedication Area, whichever is first to occur. In addition to the dedication of the Short-Tcam Improvements Dedication Area, the Owner shall dedicate and convey all necessary drainage and COnStRILGI1011 casements for file Short-Terma Route 29/1-lydraillie Road Improvements. If the Short-Tenar braprovements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the Office of the Attorney General necessary to dedicate and convey the Short-Term Improvements Dedication Area land. After dedication and until the subject regional transportation improvements are funded for construction, the Owner shall, at the request of the County, and with the consent of the Corannonweallh of Virginia, maintain the Short-Terna Improvement,., Dedication Area land until reqaosted by the County to no longer do so provided Lire Owner is granted the right to the exclusive use of the land for landscaped open space, a pocket park, temporary parking, fencing, SiguHgC, utilities Or Oil to]- purpose as iriay be approved with the final site plan for the first phase of Stonefield. Upon being requested by the County to no longer maintain the Original Proffer: Amendiarent: X land, [lie Owner shall cease all rise of the land laid rernove all improvements established by the Owner that the County requests be removed. In the event that the adopted design for future public intersection improvements does not require the utilization of ,,ill of the Shoit-Terni Improvements Dedication Area land, upon [he Owner's request, the residual portion of the dedicated land shall be transferred to the Owner at no expense to the Owner. The deed(s) of dedication for the Short-Torna Improvements Dedication Area may provide for 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 Comity, subject to the conditions herein below, certain additional land on the Property for the right of way for future Hydraulic Road and Route 29 related regional transportation improvements (the "Long-Terin Route 29/ffydraulic Road Improvements") as follows: (a) the -area shown as "Parcel At 1,432 S.F." on Exhibit 11; and (b) ally portions of the parcels shown on Exhibit I that were not previously dedicated to the Coarmicanwealth of Virginia for the Short-Term Route 29/Hydraulic Road Improvements pursuant to the Paragraph 9 herein (collectively, the "Long-Terni Improvements Dedication Area") provided, however, that the subdivision plats depicting the. Long-Terall Improvements Dedication Area are subject to final approval by the County Department of Cinariaturrity Development and that the precise boundaries and size of the Long-Terral. Improvements Dedication Area illay be adjusted accordingly. The Owner shall dedicate the Long-Term. Improvements Dedication Area to the County within ninety (90) days after the County's request for such dedication, and such dedication n dication and conveyance of all necessary drainage and construction easements for the Long-Terin Route 29/1-1yoratilie Road Improvements. If the Long-Terin Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the County Attorney's Office necessary to dedicate and convey the Long-Terni Improvements Dedication Avea. Until the Long-Terall finprowernents Dedication Area land is dedicated, the Owner shall maintain the land and shall retain the right to the exclusive use of the land For landscaped open space, a pocket park, te�,niporary parking, fencaag,' utilities or other purposes as may be approved with the first final sitc plan for Phaso 1 of Storiefield. I The conditions on the subject reservation and dedication shall be as follows: (R) In the event that the adopted design for future public intersection improvements does not require the utilization of all of the Long-Terial Improvements Dedication Area land, upon request of the Owner the residual portion shall be released by the County from the reservation or, if tile land has been dedicated, ution request of the Owner title shall be transferred back to, and for tile use of, the Owner at no.experise to Ownen 'The decd(s) of dedication for the Long-Terial Improvements Dedication Area army provide for such conditions, original Pro rfer: Arnendiricid: X (b) 'the design and construction of the Lorig-Teran Route 29/Hydrardic Road Improvements shall substantially maintain the access, function, and continuity of service of the planned intersection of Sv,,anson Road (E-xtended) and existing Hydraulic Road into Storiclield at the location of the existing Swanson Road and Hydraulic Road intersection; otherwise this proffer becomes arrill and void. It. Signalization of Hydraulic Road and Route 29 Intersections: The Owner shall be responsible for traffic signali7zalion improvements as follows: A. The Owner at its experisc shall engineer, bond, and construct traffic signalization improvements at the intersectiion of'District Avenue and Hydraulic Road. The traffic signalization improvements air this intersection shall be constructed when the County or VDoT request installation of such, but in any event prior to the issuance of a certificate of occupancy for any building ini, Blocks A, B, C or D, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. D. Owner at its expense shall engineer, bond and construct traffic signalization improvements at the intersection ofDistrict Awalue and U,S. Route 29. The traffic signalization briprovernents at this intersection shall be constructed vdien the, County or VDOT request installation of�such, but in any event prior to the issuance ofa certificate of occupancy for any building in Blocks E, F or G, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT, provided that such signal is warranted by the traffic voluaries, or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon derriand of the County, but no earlier than the issuance ofa building permit for any building within Block F, the Ownersball reserve right- of-way along the northern edge ofthe parking lot in Block F ofthe Property for a futtire street connection to Commonwealth Drive through the "C'landial Property" (TM 61W-3-1 8). The future connection wilt be a two latic, facility. Upon the request ofthe County, the Ovmer shall engineer, board and construct both, the on- - site ,aid tile off-site portions ofthe connection to Commonwealth Drive on the "Coindial Property" provided that easements and acquisition of right-of-way as may be necessary for such construction for the connection through off-site properties for this improveillerat have been granted at no cost to the Owner, and the, request for such connection through the off-site propertyis made by the County prior to October 15, 2020. t�pc)iitl-icreq-LiestoftheCoi.inty, the connection shall be conapleted by the Owner within twelve (12) months from the date of satisfaction of the conditions as set forth abovo. 13.0tber "Super 111ocle' Street Connections: The Owner shall reserve land and grant construction and permanent access casements or right of way at no expense to the Comity for the Purposes Of future C011StrUCtiOD (by others) of inter-parcet street connections within the "Super Block" at the following locations; Houston Street (formerly known as First Street) (to west to Corrianolawcalth Drive), Blackbird Lane (firrinorly Ictiown asThird Street) (to west to Commonwealth Drive), District Avenue (berincily known as Cedar Hill Road Extended) (in Block F north to "Couldial Property"), District Avenue (formerly known as Forarth Street) Original Proffer: Arrieradnient: X (between Blocks F and G north to "Conadial Property"), Swanson Road Extended (to north to "Sperry Property") and at two additional tocations into Sperry Property. The locations for casement or right of way reservation and dedication are as generally depicted on Exhibit A and labeled thereon as "Future Extension." However, the locations and nunibers of such inter-parcel street connections may be modified by the Owner upon a vai:iatioiigraii,tedbytlitCot.iiityPlaiiiiiiigDii-ec,tor. These cascialualt or right of way locations shall be identified, platted and dedicated at the request of the County in conjunction with subsequent site plan applications for Storiefield. . . 14, Substituted Transportation Improvements. ' A, Ill lieu ofconsutarting the improvements referenced in Paragraph 8(B) herein, which Paragraph 8(B) refers to certain off-site improvements in the City of Charlottesville at the northwest quadrant of tile Hydraulic Road/Routo 29 intersection, and also Other improvements along the City side of Route 29 between Hydraill , ic Road and Greenbrier Drive, which improvements are collectively hereinafter referred to as the "Paragraph 8(B) Improvements", the Owner may elect, in its solo discretion, and on the terms and conditions contairied in this Paragraph 14, to contribute cash to the City for certain transportation improvements in the City known as the "Ric. 29/250 Bypass Interchange Improvement Project"ideriffied. as VDOT and City project number 0029-104-248 (tile "Substituted Improvements Project"), B. In the event Clio Owner elects to contribute cash toward tho Substituted Inaprovenrol its Project (tile "Owner's Contribution") in lieu of constructing the Paragraph 8(B) finpioverrients, the following tolausshall apply: 1. The Owner shall notify the County's Director of Community Development (the "Director") in, writing of its election within sixty (60) days after (he approval ofthe first filial site plan for Phase I of Stonefield (the "Notice"). The Owner shall also send a copy Ofthe Notice to the City Development Services Manager at the saine time it is sent to the Director. 2. The submission of the Notice to the Director shall suspend the deadline for the Owner to subanit the Plans (as "Plans" is, dalined in Paragraph 8(B)) to the City, ifiapplicable. . 3. The malount ofthe Owner's Contribution to the Substituted Improvements Project ,shall he subject to a written agreement between the Owner and Clio City (the "City Agreemenf'). Within ten (I 0) days after full execution of the City Agreement, the Owner shall provide a copy ofthe City Agreement to the Director. 4. Within six (6) months after the Notice is sent to the Director, or within sixty (60) days aft , . or execution ofthe City Agreement, whichever is later to occur, the, Owner shall contributo a portion ofthe Owner's Contribution to the City in tile amount of One Million Dollars ($ 1,000,000), less any amounts credited by the City and VDOT to the Owner for planning and design work on the Paragraph 8(B) Improvements (the "Net Contribution"). The Net Contribution may be ill the forial ofcash or a letter ofe.redit issued by a bank approved by the Original Proffor: Aniendirient: X City, or a conabination thereof The City Agreement shallsol Forth tile, terms of and schedule for draw down of the Net Contribution. S. lathe event that the Substituted Improvements Project is terminated, or has not otherwise been conapteted (as described herein) within thirty-six (3 6) months after tile City receives tile Net Contribution (which thirty-six (36) month period may be extendcd by mutual agreement ofthe Charlottesville City Manager and the Albemarle County -Executive), and upon the City's reFunding ofthe Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred ']-'hot i sand Dollars ($500,000) to the County for funding transportation improvements ill the vicinity ofthe U.& Route 29/f-lydraulic R oad intersection identified in the County's Capital Inaproverrients Program. In the event such funds have not been expended by the County for the stated purpose within ten (10) years from the date the funds were contributed to the County, all unexpended funds shall be refunded to the Owner. Construction of the Substituted halproverneriLs Project shall be deemed complete when the improvements are accepted by the � appropriate public entity or Lire boarded for the entity's acceptance. 6. Notwithstanding the provisions ofParagraph 14(B)(5) herein, upon the City's reucipt ofthe Net Contribution, the Owner shall be relieved ofany obligation to construct the Paragraph 8(B) Improvements. (Signature Pages Immediately Follow) Original Proffer: Amendment: X WITNESS the following signatUrts: ALBEMARLE PLACE FAAP, LLC a Delaware limited liability company � B��Rt �(U�,V�­- (�� W. McLean, President 15897010 5�DOC 15397010J.MC i ALBEMARLE RE, ALTY (E&A), LLC, a South Carolina limited liability company . By: Edens Realty, Inc., a South Carolina corporation,, its Sole inember TN1' ' "__ 4if_e`al,, P_,-,;-ido.t Original Proffer: Amendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina limited liability company I? y -5�*'-,-.� 2Z-t-y'v-P 4-�,�;Vy ov.,).,", ­0 -------?' By: 4�k�!�� �___ - PrintedName: 11>2 lz;­/c, 44,t,~,, ., . Title: P.-Io...1-t- ZMA to Amendment Block Comparison Block ZMA Amendment Difference % of Change A 246,577,72 260,736M 14,159�21 5�74% B 145,63140 212,854.27 67,220.87 * 46.16% C 454,808.39 424,079.86 30,728-53 6.76% D 460,439A3 500,559-62 40,120.19 8.71% E 550,524.65 477,10Z 19 73,422A6 13.34% F 510,160.21 643,379.71 133,219�50 ** 26.1% G . 420,873.09 269,160.75 , 151,712,34 * 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 (15X) 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. I I � DESIGNED BY. PROJECT: SET REV. NO. - � 1� oup � RU STONEFIELD BLOCK G � � li!�� 3 "A� - - wlu , ENGINEERS FINAL SITE PLAN F I I 111111111111111111111115� I SURVEYORS DRAWN BY. ALBEMARLE CQQNTY� VIRGINIA DRAWING NUMBER: V-4 nB t RBE F T VP- WHA PLANNERS DIHR BY: - TITLE. PROFFERS C-2 AsSOCIATES HFW SHEET NUMBER: I I E 0 - I C) -1 PO Box 4119 j3040 Avernore Squ,we P17 ;4 Lpichburg, VA 24502 Ch.lott­ill�, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: I G Phone: 434.316.6080 Phoue: 434.984.2700 fOXAL www.wwass,ociates.net - 213118.01 311801C-ND-l.dwg CML H: NIA 2 of 24 I NO. I SHEET REVISION BY DATE I NO. I SHEET REVISION I BY I DA TE ] I - N - . V. NIA 000/2-8/14 . P. TO: Gerald Gatobu FROM: Wayne Cilimberg, Director of Planning DATE: May 16, 2011 R. I—. Albemarle Place (Stonefield) Preliminary Site Plan, March 21, 2011 Determinations 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 kiosks in Block C. Block E Note 3112107 variation, if still applicable (attached). 412911 1 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 panting 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 85.5.3 (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. 3 -p #13 — Allowance of six (b) story hotel as long as it is no taller than ninety (90) feet is granted N consistent with the findings under Section 8.5.5.3 (c) as you have presented and is permissible as �1 depicted, ? #14 — Modification to allow for 5' minimum sidewalks along exterior of rear of some buildings can U be granted consistent with the findings under Section 8.5.5.3 (c) as you have presented subject to C no parking overhang onto sidewalks in parking lots next to sidewalks. 00 #I5 — Changes to the width of the buffer area at the western edge of the project property to a jminimum of 10' can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to compliance with the second paragraph on page 18 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. 0 5113111 Variation {Requests Y m 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 O as depicted. ad Please note that development under this request is still subject to all other applicable zoning, site Mplan and building permit provisions and these variations do not supersede those requirements. N i Y 0 _o m v w c 0 1 W Go N NO. SHEET REVISION 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 (aft) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (aft) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 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. .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 MAYAPPROVE 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(8) 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. 4.15.11 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 CONDITIOiW IS THAT ANY SIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.16 (a&e) SWIMMING. GOLF & TENNIS CLUBS- 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 RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL 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 33,8361 6;500; 0 33,836; 6,500 0 C 0 0' 0 57,701' 1111,595 �• 57,701 111,595' 0 D 0- 0 0 0i 90,000, 0 0, -- 90,0001 - - 0 BLOCK GROUP 1 TOTAL 0' 0 0 141,761, 222,695' 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; 0 149,964 14,700 - 0' 20,000 0 0 BLOCK GROUP 3 TOTAL 14,700, 0 149,964 0 0 164,664: 20,000' 0 STONEFIELD TOTAL 14,700' 20,000' 0 291,725' 222,,095 250 306,425 242,095' 250 BY I DATE I NO. I SHEET REVISION I BY I DATE 0.P >✓ r Z -t © -IS C ;►:'ORAL E EX. SYMBOL LEGEND 0 BENCHMARK /FFE C BOLLARD O BORE HOLE D BUILDING COLUMN 8 BUSH 0 CABLE BOX BM CEMETERY o CONIFEROUS TREE G DECIDUOUS TREE �S ENTRANCE DOOR S�P DRAINAGE INLET GRATE �• DRILL HOLE 0 ELECTRIC PANEL BOX O ELECTRIC PEDESTAL 0 ELECTRIC TRANSFORMER OE ELECTRIC MAN HOLE CONC FIRE HYDRANT GAS FLAG POLE © GAS MAN HOLE GM GAS METER Z GAS VALVE © GENERATOR /= GROUND LIGHT -� GUY POLE `_� HANDICAPPED PARKING [H-1 HEAT PUMP 0 IRON PIN 0 LIGHT POLE LIGHT POLE (WALL MOUNTED) � MAILBOX 0 MONITORING WELL 0 MONUMENT FOUND 0 MONUMENT SET 8 PANEL POINT BFF POWER METER BM POWER POLE o ROAD SIGN G SANITARY CLEAN OUT �S SANITARY SEWER MAN HOLE S�P SIAMESE CONNECTION CIP SIGN 0 SPRINKLER HEAD O STORM DRAIN MAN HOLE 0 TRAFFIC LIGHT POLE OT TELEPHONE MAN HOLE CONC TELEPHONE PEDESTAL GAS TELEPHONE POLE GAS TELEPHONE JUNCTION BOX TOB TEST PIT Z TRAFFIC CONTROL BOX 7 TRAFFIC JUNCTION BOX 0 TRAVERSE 1711 UTILITY MARKER POST `_� UTILITY POLE 0 VENT PIPE OW WATER MAN HOLE ATE WATER METER 0 WATER VALVE 0 WELL PAVEMENT ASPHALT YARD GRATE NEW 0 0 D 0 V 0 M V b H E100 CH I� • O /1 ■ e • • w ENGINEERS SURVEYORS ]PLANNERS AsSOCIATES PO Box 4119 30440 Avemore Square P4. Lynchburg, VA 24502 QH,arlottesville, VA 22911 Phone: 434.316.6080 Plhone: 434.984.2700 www.wwassociiatcs. nct EXISTING — - - —R /W— - - —R /W- - - - —R/Wy - - —R/Wy- OHCT OHCT UGCT UGCT OHT OHT UGT UGT BF EASEMENT WATER LINETYPE LEGEND NEW BUILDING OVERHEAD ADJACENT PROPERTY LINE - - ADJACENT RIGHT -OF -WAY — - - —R /W— - - R /W- BUILDING COLUMN -- -- -- BOUNDARY PROPERTY LINE - - BOUNDARY RIGHT -OF -WAY — - - —R/W— - - —R/W- BUILDING SETBACK --- - - - - -- BUSH LINE CATV OVERHEAD CATV UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER OHU OHU UGU UGU W W AFF ABOVE FINISHED FLOOR MANAGEMENT --•-----•--•--•- AHEAD ARV EASEMENT UTILITIES - BACK OF CURB BF EASEMENT WATER BFF BASEMENT FINISHED FLOOR BM FENCE BARBED WIRE BK BACK ° BLOW OFF VALVE GUARD RAIL - - CABLE TELEVISION CG -0-0-0-0— CIP FENCE CHAIN LINK —0-0-0-0 CE CENTER LINE FENCE WOOD • . - - CHAIN LINK CMP CORRUGATED METAL PIPE FENCE WOVEN WIRE -•—• CLEAN OUT CONC CONCRETE GAS GAS UNDER GROUND GAS CUBIC YARDS TOB TOP OF BANK TOB TOB TOB DIAMETER O H E ELECTRIC OVERHEAD O H E ELEVATION UGE ELECTRIC UNDER GROUND UGE EDGE OF PAVEMENT EOTL RAILROAD CENTERLINE EQPT EQUIPMENT ESMT EASEMENT STREAM CENTERLINE WOVEN WIRE FABRIC YDS YARDS PAVEMENT ASPHALT - ROAD CENTERLINE - - - FM SANITARY FORCEMAIN FM FM FM SAN SANITARY SEWER SCI -- SAN SAN I - STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE OHU OHU UGU UGU W W AFF ABOVE FINISHED FLOOR AHD AHEAD ARV AIR RELEASE VALVE BC BACK OF CURB BF BLIND FLANGE BFF BASEMENT FINISHED FLOOR BM BENCH MARK BK BACK BOV BLOW OFF VALVE CAN CABLE TELEVISION CG CURB & GUTTER CIP CAST IRON PIPE CE CENTER LINE C.L. CHAIN LINK CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS D.I. DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE EL ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EOTL EDGE OF TRAVEL LANE EQPT EQUIPMENT ESMT EASEMENT UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE W Wy WETLAND LIMITS ABBREVIATIONS FF FINISHED FLOOR FH FIRE HYDRANT FM FORCEMAIN FL FLUORIDE FOC FACE OF CURB GALV GALVANIZED GV GATE VALVE HB HORIZONTAL BEND HC HANDICAP HDPE HIGH DENSITY POLYETHELENE HK HOOK ID INNER DIAMETER INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND JB JUNCTION BOX LAT LATERAL LF LI N EAR FEET LT LEFT MH MANHOLE NBL NORTH BOUND LANE NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PGL PROFILE GRADE LINE PROP PROPOSED 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. DESIGNED BY: PROJECT. RU STONEFI ELD BLOCK G DRAWN BY. FINAL SITE PLAN ice ALBEMARLE COUNTY VIRGINIA TITLE DIHR BY: GENERAL NOTES, ABBREVIATIONS & LEGEND HFIN WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. 213118.01 31 1801 C- ND -2.dwg CML V. H: NIA NIA 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 0 DATE: 08/.Z 4 SET REV. NO. 3 DRAWING NUMBER: C -3 SHEET NUMBER: 3 of 24 3 M I O 2 I U O 00 M i J I IZ 0 Y M ryry0 06 M w N O V O m v_ 0 0 I 0) C 1,3 00 W) N i E_ 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 SPECIFlCATK)NS 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 BETTO=R 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 PUBLI C 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 ' DEEMED NECESSARY. DIRECTOR'S DESIGNEE, IT IS ENGINEERING OR THE DIR , . GUARDRAIL IS REQUIRED, AIRED IT SHALL BE INSTALLED FOUR 4 FEET WHEN GUAR Q ( ) OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND Y SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN 7 FEET. ROADWA ( ) L INSTALLED, 9. WHERE URBAN CROSS SECTIONS ARE ALLED , AL RESIDENTIAL DRIVEWAY 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 TO. EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHAM. BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY TREET SIGN RE DIRE MENTS N . THE DEVELOPER SHALL BE S NAME Q 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 SHAD_ BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DESIGNEE THEY ARE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S , DEEMED NE CESSARY 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 Amil BY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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. ALL TO BE LOCATED OUTSIDE OF 7. WATER AND SEWER APPURTENANCES ARE ROADSIDE DITCHES. 8. VALVES ON D EADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DUR ING 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 STANDARDS AND 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. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY , TO MATCH FINISHED GRADES. -4. ALL INTERNAL STREETS AND PARKING AREAS AR E TO BE PRIVATELY OWNED AND MAINTAINED , EXCEPT WHERE OTHERWISE NOTED. .5. ALL INTERNAL WALKWAYS OUTSIDE OF R UNLESS OTHERWISE NOTED ARE TO BE PRIVATELY OWNED AND MAINTAINED. 16. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJEC T 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. 10. 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. 11. SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. 12. 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. HEFT REVISION GENERAL UTILITY 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 SPECIFIED 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 SHAD_ 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 WATERUNE 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 UNES OR DISCONNECT SERVICE TO NEARBY POWER UNES 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 74% 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 SHALL 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) 6198 -4000. DATE 01P 1> r �A 2- ib -i5-. ti !s,lnitrAT- T an1:4 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 PUBUC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. - 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACIUTY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MIVNS AND S�IITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 2%. 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 AUTHORRY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFETY 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 SHALT. 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:VERTICAL). 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. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. I ) DEVELOPMENT tlI tealP _uhtlltc t l -a -- B l c ____ 3 T' .I . t ti l . . t e rr r rt c .v tt o block � � . IP,�tsttts tcalta. - h t11.xl �l } C ., t .tr ti, r 7 �.. ,r�1 . i } t ti t t1 t s � ,, t,al t -, � c lc rn r t. Llah ..�� _ r u ) „,i t 11 E' s', f tt u t t a.. r , l h:,a.t.t til n „l.ttt tai, Ile rll rtE...ts_ft x r� , s Ic r .r,. .�_ 4 .t1;3.tt [Tf .. e d. r 1 , � . I ., a It nc t. s t. i Trd.ttta 1 �ratTar itvr. z r : ec t.. €1 n: e l , hl :: t 'raw *'. n)"i .urttrh3rh s..4a lushe 1 in €ht ..sale . l Llet c lc} ,hit ° r. , z l t > ra ,,- ......:. . __- -_ _. .. _...Lr v :. , _ , .._w,,..,n.,, .. ii I-LIC trac_ Via,, olk and e.trllnnuntc slirrrs tazilltrr's,, oyy J T,. nlig trfi s t .,. r 'k,s ., ..� >r.u�,'tnaf•�; :rt,.l tttl trt�$en€ '�rtc�. ltrt�4� ix�ar�L»,t,,,trtTc s,, ,,r t:��. xrsctcrcs rtt�i i l t7 rVtaled i:trilttw,� tlrl tfisiribution ofloct l ser�Ic; .Intl ov.la, d artd . ��,.. t r. r.�'t >4tC'd 1. t...l t4 _ ! ': 14 w'•' "d �4 F . r..f Cin ,. S,�'� , i4 . I P.blti ttllTtl. 4t�1 ir.trbt tt a, j .. ° t , t CIS z>tirs k.ostl I and 1 . 1ilc,.tlt 12 lant,w.. sahrl rtl "star arrscl ;h 1ua s~ �s c4 1 � to rr�+ 1 P Fri 4 •V ..r . °r T t as =a �c t.tta �, t� tlssa . 1 a t '�,�- t �• :1stt z u !-x � � tr rrt.tth• t- 1sr€ t r ts, 1. 1' l } ollterwi4k e.pt+.,•,tlIv jvovidvd, it,eltr4lss.ttcT coal Pliny sear cvIw1fial 4 11 w, t s� cars tt c . °, tl tTt t�,z� Ge r +f4 rtrlst�c. htlr t'tt cp. ».a . n s_l tlt� t <} lc. t M, . _. _... ..... ......... . ..... .w,,....... t..r . ,s t,... ,,:'.4 la a..,.r .s1r �^� °:;c � ri h tist.sit� t,hxt . a. d �r r � uts,l tc3a11L. � c f p V e 'r1 s it extl l€ " t� it 1 t nrr a T dry cct e and a ,, -- , he i 1 ,� i rtta. 1 of ^- rrl sr a ry it c r 1 ar t nt Pt.) tt , 7 ts.aio and _ l ors', �lraeta - - - cit Kst, � ., ,� oil N ales partd dis arzi^iyir,..)n ftcfertnce ` t Ill jn i tsu.sincss service ,such as grouri4s err . Otarting lrtatos,Ian�l�+..t lets;,ndtatlitirc air:TrtdrTrniihtrnay _ ..1..x... ........._il.._._. _ �._ I CODE 0F DEVELOPMENT APPENDIX A -> Pet »itted/P oE bttel J se s by B1ocic - ev• 10-21-13 1 201 R , 2 � 0 15 003 (revised October t e i U e i B'nk- ses rolubited- withinb oc • SP -Uses that in be app] for via S c al Use P rah t Ia U i P- Permitted uses b bl k d fo Y Y_- Ph P e p •esidathtin' s tt r t i count towards the retail portion of the non t 1 a e 'e cot r uses shaded IT this able hall c t o The square f a es fo all s a_ 9 9 � P maximum established in cite Code ofDevelopment in Table 1: "Uses Table, BIockGrail 1 2 3 .. I- ..... .,t. 1, I P i P Block A B C I D E F G i i -. , I t I ) P Detached single family t } i i P' �' _t _1_1111p 11 .._ .f P P I 1� R Sei Tt detachedend attached single-family dwellings such as duplexes, triplexes, quadra lexes , townhouses, atrium ' houses and I arhnents. patio pauses and accessary! P P P P P P P P E - M ulti le fantii dwellin s P P P P P S Rental of liginitted residential uses P P P P P P P Homes for developmentally disabled ersons` reference 5.1.07 P P u P P P S P SP ) . 'U Bording, houses P P P P I P P P S `Tourist lodilitigs freference 5.1.17 P P P P I P P Private schools P Home occupation, Crass A reference 5,2 : P' P P I P P Professional offices, including lnedcai dental and optical S Home occupation, Class B (reference 5,2) SP SP ' SP SP SP Public and private utilities and in8•astructure P cceo uses andbuildin s including store a buildhi s A sso s , P P P P P P P Public uses and buildings, tneiu-d_m . g ternporary of nobtle facilrtie s ` e as schools offices- arks playgrounds and roads funded st cil ) parks, P Yi3t' > owned or operated by iocal, state, or federal agencies, public water , and server trausnnission ) main or trunk lines treatment facilities, t operated by the um in stations find the like owned and/or n ra P -P8 !� Rivanna Water and Sewer Authority P Assisted livin& P P P P P P P est! Y `activities 'nch a experimental 1 nd dcvel meat including x Research _a P cotes o • R home, nursing h z convalescent homes Rest ho n P P P P P P P Retail nurseries and greenhouses P Administretive business and prDfeS9i0I101 offices P P I F P P P P ' Service f Dods associates with principal use ... & Ser tc a Sales P P P ' P '< P P P t and vehicles ec recreational a ut rnen r Sales: of major r r • notion all craft shops htl` n oft jewelry, at n d a Antique, P P F P P P P School of s esial instruction P Auction houses P P I P P P P P Seasonal and periodic events suchasltohda), festivals, community ,_ P f us artisan and abbe open markets and other pedestrian related.: a_ � t public -P events to be conducted on ad s c t private s treets N _ Automobile laundries P' P P P P P P hem at•at Events O Automobile, trucks airsho excludui bod slto SP S P SP ' SP S P P Septic t nk sores and relate d services ti Automobile service stations_ (reference 5.1.20: P * o d sales S ' t goods 1 ottu P Barber, beauty shops P P P P P P P Stand alone ' parking and arkin structures reference 4.12 5. IA 1 X Body Shop SP SP ` ` SP SP P SP SP Stonnwater management facilities shown on an approved final site Ian or subdivision plat 13 Building materials sales P P P P P P P Swim olf, tennis or athletic facility P ier I ersonat wireless service facilities tefel (reference, 5 ,1.46 T e P? F P P P P P P_" P Tier II personal wireless service facilities reference 5,1 A P P P P P P P P D service facilities reference 5.1.40 Tier liI personal wireless s Ice a SP SP SP SP SP SP SP P E Cemeteries m s , P - P , P Veterinary Office and Hos'ital P P N Churches P P I P P P P P P T, Clothing, s arel' and shoe shops P' P P - P P P I A - rlotic (reference 5, 1.2) Clubs, lodges, civic fraternal, at n P P P P P P P P L , Commercial keiuiels _ indoor only (reference S. l P P P P P P U Commercial recreation establishments including but not limited to amusement centers bowling alleys, ool halls and dance halls P P> F P P P P S Comntuni y center P P P P P P P E Contractors' office and 'e ui intent storage yard P P P P P P P uc Convenience 9 •s tote P P P P P P P Da care child cars or nursery facility reference SLOG P P _ P P P P P Department store P P P P P P P Drive-in theaters 1 eaters Driv •i indotvs serving or associated wi(h permitted uses SP SP SP SP SP SP SP Drug stare, pharmacy P' P I P I P P P P Batin establishment(notincludin fast Food restatnant P P' P P P P I P DATE 01P 1> r �A 2- ib -i5-. ti !s,lnitrAT- T an1:4 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 PUBUC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. - 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACIUTY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MIVNS AND S�IITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 2%. 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 AUTHORRY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFETY 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 SHALT. 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:VERTICAL). 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. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. I ) DEVELOPMENT tlI tealP _uhtlltc t l -a -- B l c ____ 3 T' .I . t ti l . . t e rr r rt c .v tt o block � � . IP,�tsttts tcalta. - h t11.xl �l } C ., t .tr ti, r 7 �.. ,r�1 . i } t ti t t1 t s � ,, t,al t -, � c lc rn r t. Llah ..�� _ r u ) „,i t 11 E' s', f tt u t t a.. r , l h:,a.t.t til n „l.ttt tai, Ile rll rtE...ts_ft x r� , s Ic r .r,. .�_ 4 .t1;3.tt [Tf .. e d. r 1 , � . I ., a It nc t. s t. i Trd.ttta 1 �ratTar itvr. z r : ec t.. €1 n: e l , hl :: t 'raw *'. n)"i .urttrh3rh s..4a lushe 1 in €ht ..sale . l Llet c lc} ,hit ° r. , z l t > ra ,,- ......:. . __- -_ _. .. _...Lr v :. , _ , .._w,,..,n.,, .. ii I-LIC trac_ Via,, olk and e.trllnnuntc slirrrs tazilltrr's,, oyy J T,. nlig trfi s t .,. r 'k,s ., ..� >r.u�,'tnaf•�; :rt,.l tttl trt�$en€ '�rtc�. ltrt�4� ix�ar�L»,t,,,trtTc s,, ,,r t:��. xrsctcrcs rtt�i i l t7 rVtaled i:trilttw,� tlrl tfisiribution ofloct l ser�Ic; .Intl ov.la, d artd . ��,.. t r. r.�'t >4tC'd 1. t...l t4 _ ! ': 14 w'•' "d �4 F . r..f Cin ,. S,�'� , i4 . I P.blti ttllTtl. 4t�1 ir.trbt tt a, j .. ° t , t CIS z>tirs k.ostl I and 1 . 1ilc,.tlt 12 lant,w.. sahrl rtl "star arrscl ;h 1ua s~ �s c4 1 � to rr�+ 1 P Fri 4 •V ..r . °r T t as =a �c t.tta �, t� tlssa . 1 a t '�,�- t �• :1stt z u !-x � � tr rrt.tth• t- 1sr€ t r ts, 1. 1' l } ollterwi4k e.pt+.,•,tlIv jvovidvd, it,eltr4lss.ttcT coal Pliny sear cvIw1fial 4 11 w, t s� cars tt c . °, tl tTt t�,z� Ge r +f4 rtrlst�c. htlr t'tt cp. ».a . n s_l tlt� t <} lc. t M, . _. _... ..... ......... . ..... .w,,....... t..r . ,s t,... ,,:'.4 la a..,.r .s1r �^� °:;c � ri h tist.sit� t,hxt . a. d �r r � uts,l tc3a11L. � c f p V e 'r1 s it extl l€ " t� it 1 t nrr a T dry cct e and a ,, -- , he i 1 ,� i rtta. 1 of ^- rrl sr a ry it c r 1 ar t nt Pt.) tt , 7 ts.aio and _ l ors', �lraeta - - - cit Kst, � ., ,� oil N ales partd dis arzi^iyir,..)n ftcfertnce ` t Ill jn i tsu.sincss service ,such as grouri4s err . Otarting lrtatos,Ian�l�+..t lets;,ndtatlitirc air:TrtdrTrniihtrnay _ ..1..x... ........._il.._._. _ �._ I 1 !� _ , l_ P 1 I I 1 __ _ ____ SP f iffr .. __­i ,,._. I P .. I- ..... .,t. 1, I P i P Black A I P t E �.-....... ...._...., - I 1 -- I 1� t x I'll i i -. , I t I ) P I a t } i i t t t ¢ .., p _t' L P 8 I 1' I 11 1' * _ , :, , i i i l 1 . ....._.;:g1­_­+1-1­1 ....i . .. . +... :..c:._.:... 1t - t 1- 1.._:..-k -----P _•. P.. '.,,. ,. -. , .. yry Li 4� .... :' 11 1' 1 !, P i. l' 1 , 1 � 11111. i ...1 I qq °._. _ p� R ... .. -3 ... ...... . .. ..... ..._, 1 _ _ : ..,x, P '+ l' P 1} 1' 1 t 1} t.w....., _ ,w .� r} a:. } i P F' :7j(t P : P t i l' 1 f , 11 i _. _ _ _ -_�� _ _ .. .. , ...,.. i._�_ 3 i s P ; v 1'', 1, P ,: 1 I t i z ) _ _i.: , ��T� t P F :' 1 l 1 l 1 & i i t d t t i y ? { t G °_ tI l� 1 I N l t t t 1 P < i' 1 P I 1} .rit - 1 s rc ,.,. ... tltnt shall t74 c1n tllel} ht all it,TSrS P l a I 1 i; , l a 1' ._ lam- 1'�_.r�..:_ 1' k � a.' ITmj t l 1 i ) j I, 1 !� _ , l_ P 1 Rev• - - t zo 0 10 2i 13 e .bet 5 2003. (revised 1 O to 1 , t * , ., i_ - ed uses look SP -Uses that may be, applied for vta S Special Use Perrnit Blain. Uses rohlbrted within block, P Petinttt by b Y P , P The square f o f a g e s for all uses shaded in this table shall ll count tavards the retail portion of the non-residential square uare footage e maximum established in the Code of Development i o Table 1: "Uses Table' le" 1 __ _ ____ SP sp '' .5TH. iffr .. __­i ,,._. I P .. I- ..... .,t. 1, I P i P Black A I P f P i 1 W,_ Esumm­ ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Squue Pt. Lynchburg, VA 24502 (Clarlottesville,VA22911 Phone: 434316 6080 Phone. 434.984 2700 w ww. wwassowi axes. net ) �,t... I ., 1 1 t 1: 1 Rev• - - t zo 0 10 2i 13 e .bet 5 2003. (revised 1 O to 1 , t * , ., i_ - ed uses look SP -Uses that may be, applied for vta S Special Use Perrnit Blain. Uses rohlbrted within block, P Petinttt by b Y P , P The square f o f a g e s for all uses shaded in this table shall ll count tavards the retail portion of the non-residential square uare footage e maximum established in the Code of Development i o Table 1: "Uses Table' le" a W"', - P S S£ �.m t" I, , , . , F._t Black A !I i .},. F �.-....... ...._...., - I 1 -- I lc � G --f Office and business machines sales wid service P 1 P' �' _t _1_1111p 11 .._ .f P P I 1� I I' i. _",__ 1' 1 i . d...- .v��.- I ssp " ; DESIGNED BY. PROJECT: RU STONEFI ELD BLOCK G DRAWN BY: FINAL SITE PLAN Tie ALBEMARLE COUNTY VIRGINIA TITLE: DIHR BY: GENERAL NOTES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: 213118.01 311801 C_ND -3.dwg CML H: N/A V. N/A DATE: 08/28/14 SET REV. NO. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 LIFT _ Yv AlPE!D X A __Peranitte_ a _!?10 __ r Uses y B10 Rev• - - t zo 0 10 2i 13 e .bet 5 2003. (revised 1 O to 1 , t * , ., i_ - ed uses look SP -Uses that may be, applied for vta S Special Use Perrnit Blain. Uses rohlbrted within block, P Petinttt by b Y P , P The square f o f a g e s for all uses shaded in this table shall ll count tavards the retail portion of the non-residential square uare footage e maximum established in the Code of Development i o Table 1: "Uses Table' le" Block Group 1 2 3 Black A B C D E F G Office and business machines sales wid service P P P' P P P P Optical goods sales 11 P P P'< P' P P Outdoor An P hithefltre with no fixed seats mid limited operation o n such as no loudspeakers after It) hn weekends only, etc, P Outdoor acting establishment orcaFd P P P P< P P P Outdoor storage, aT dlor sales serving or associated with a ha a if ortiomaft a use would b e visible G la ht rturtted is t n It o use, Y I $ t P n ravelwa from fl t SP 5P S P SP SP S P SP ) . Parks, pk&yuuds and civics aces P P P` P P P P Photographic goods sates P P P P P P P- Private schools P P P' P I P P' P Professional offices, including lnedcai dental and optical P P P P P P P Public and private utilities and in8•astructure P P P P P P' P Public uses and buildings, tneiu-d_m . g ternporary of nobtle facilrtie s ` e as schools offices- arks playgrounds and roads funded st cil ) parks, P Yi3t' > owned or operated by iocal, state, or federal agencies, public water , and server trausnnission ) main or trunk lines treatment facilities, t operated by the um in stations find the like owned and/or n ra P -P8 !� Rivanna Water and Sewer Authority P P P P P P P est! Y `activities 'nch a experimental 1 nd dcvel meat including x Research _a P P P: P P P P Retail nurseries and greenhouses P P P' P P P P ' Service f Dods associates with principal use ... & Ser tc a Sales P P P ' P '< P P P t and vehicles ec recreational a ut rnen r Sales: of major r r P P School of s esial instruction P P P p, P P P Seasonal and periodic events suchasltohda), festivals, community ,_ P f us artisan and abbe open markets and other pedestrian related.: a_ � t public -P events to be conducted on ad s c t private s treets P P P P P- P P hem at•at Events SP SP SP S P SP ' SP S P Septic t nk sores and relate d services o d sales S ' t goods 1 ottu P P P' P I P P P Stand alone ' parking and arkin structures reference 4.12 5. IA 1 P ' P` P P'' P P P Stonnwater management facilities shown on an approved final site Ian or subdivision plat P P P P P P P Swim olf, tennis or athletic facility P P P' P P P P Tailor semushess P_" P P' P P P P construction uses reference 5.1.18 P P P P P P P : -Tempora!y Ternpormy nonresidential mobile homes (reference 5,8) P P P' P , P - P , P Veterinary Office and Hos'ital P P P ' P P P P Visual and audio Mllances sales P P P' P P P' P Warehouse facilities not permitted under section 24,23 (reference 9.9 Wayside stands - vegetables and agricultural produce (reference 5,1,19 P P P P P P P Wholesale Distribution E � lR I t 1,56$955_7 <n,00c * The Service Station use on 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 be allowed on F5. DESIGNED BY. PROJECT: RU STONEFI ELD BLOCK G DRAWN BY: FINAL SITE PLAN Tie ALBEMARLE COUNTY VIRGINIA TITLE: DIHR BY: GENERAL NOTES HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: 213118.01 311801 C_ND -3.dwg CML H: N/A V. N/A DATE: 08/28/14 SET REV. NO. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 24 3 v� I 2 UI 0 ao i J 0 Y m 0 ao N C3 Y 0 m v m m c 0 0 c W 00 Fn N __ NO. 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 t3% 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. EX ECUTION 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. SHEET R BY I DATE I NO. SHEET REVISION BY I DATE Op r� P*AslORAL EARTHWORK REQUIREMENTS CONT'D 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 BLADTNG, 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. ENGINEERS SURVEYORS ]PLANNERS AsSOCIATES PO Box 4119 30410 Avemore Square PI. Lynchburg, VA 24502 Cli- lottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 w ww.wwassocuates. net DESIGNED BY: PROJECT: RU STONEFIELD BLOCK G `an DRAWN BY. FINAL SITE PLAN MB ALBEMARLE COUNTY, VIRGINIA TITLE. DIHR BY: GENERAL EARTHWORK NOTES HFIN WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: 213118.01 311801 C_ND -4.dwg CML V. NIA 000/2-8/14 SET REV. NO. 3 DRAWING NUMBER: C -5 SHEET NUMBER: 5 of 24 vm 3 'C I W UI O 00 sJ Y J Q] O QO N / Y O m O a� c W 00 N / C KEEP R IG T SIGN - - -. R XXX "1- - - - - „ 0 C P - - ,v ;� ,n� IvU „ >.<- iJ \,' 44 - ',,r \;' -- \,�f — - - 1Pi - - '�,f'' _._ - -- __..P`-'' S.,F -,/ 30 RC r 3 R - -- — - 13 - -- -- - - - - -4� °� ,; L16 V - t 8 28 . , 1, l\ / /, - t d 4'y - Ills __— i�6� -- \hv \,i'�d� 1�v 7 - -- - -- - _ - -� - - N21'2 1 '26 "E Ex 20` Pu uc �< ��, eUS L 14 VARIABLE `/ e: c� , ,, 2 0 . 1 7 - -- -- EX 20 GE E T X STOP EX 20' PUBLIC ROAD BENCHMA — L 12 WIDTH ACSA L 13 \ rkr 1 00.92 EX a SIGN DRAINAGE ESMT N35 °2 1 ' 13 E 2 DB 4135 P�_2 0 k vl SIGN CHISELED SAN ESMT �'— 8�— 4135 PG 220 10' CLEAR S 1 4� _ ` / 8 7.5 7' TRAFFIC --- __ -- SQUARE -- — z ZONE ESMT i m JUNCTION 460.98 c N35° 19'23 "E BOX _ N— 92.87' _ --�'�- — - IF THIS DRAWIING IS A REDUCTION cf) cn _ GRAPHIC SCALE MUST BE USED XXX U.S. ROUTE 2 SEMINOLE TRAIL SCALE: 1 30' a - -, - -- - -- A 17 - 1 ADDED NOTE ABOUT RELOCATION OF MH 161 RU 12/22/14 Op DESIGNED” BY. PROJECT: SET REV. NO. 2 REVISED PER ARB COMMENTS. ADDED TREE PROTECTION NOTE. RU 1/12/15 Ir RU STONEFELD BLOCK G ENGINEERS DRAWN BY: SURVEYORS TLB FINAL SITE PLAN 3 ALBEM RLE COON I 1 VIRGINIA DRAWING NUMBER: +-� V,. a ..... .. ....' p TITLE• w us SHEET REVISION SHEET REVISION Z- 1b --1;�" . sSf ONAL ��� ]LANNERS AsSOCI.ATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Ch.11w ille, VA 22911 Phone: 434.316.6080 Phome 434.984.2700 www wwassociates tut DIHR BY_ EXISTING CONDITIONS & DEMOLITION PLAN C-6 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 213118.01 311801C_EX -1.dwg CML V. 1 ", 30' 1081281141 6 Of 24 as 3 1 a UI J Y J m O QO N Y U 0 m m 0 W N SAN 24.00' • _p O .00, i I{ I I 0 0 I °� 0 I SAN ADJUST SCREENING WALL AS REQUIRED IF THIS DRAWING IS A REDUCTION - ��- ,ci S0G tea• DUMPSTER SCALE: low W =' 30' , � PROJECT: S0 y. SET REV. N0. STONEFI ELD BLOCK G FINAL SITE PLAN 3 DRAWN BY: TLB ALBEMARLE COUNTY, VIRGINIA ` AROUND STORM STRUCTURE TO AVOID TITLE: SITE LAYOUT PLAN C-7 DiHR BY: HFW AREA (TYP) SHEET NUMBER: # WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: CG 1 2B 311801 C_SP -1.dwg � V. N/A 30' 08/28/ 14 DUMPSTER � CONFLICT WITH STORM PIPE AND STRUCTURE _ 2 C 1 I . <. 12' x25'(MINIMUM)� -� ° c AREA (TYP) W z 18.0 ��` E\ _ T PJ _ F - i'J p LOADING SPACE (TYP)\ - F,0 J 1 2ADINGMINIMUM) (_ - - 3 I 10 90 7 G4 z �? L0 d o 18.0 _ 18.0' -� 24. ' 4• 3: ' SPACE (TYP) ,.. TYP 4 n 9 600Sf W:' - IN \ \, 18' CG -12B O a : TM�- O' VV J ;A �L �� ��,�E f LACE tA,A — p _ E ISTI G 6 ID Ab - �' � CG 12B G3 � w -�C z P �.,�;- F'�' ;0- CG -12B - r _� HANDICAP 12,100$f HANDICAP PARKING SIGN 7.5' SIDEWALK • ,. v - - _ I I 1> % PARKING SIGN , CG -12A 7.5 SIDEWALK • • • ' I �o r - o IF THIS DRAWING IS A REDUCTION - ��- - S0G tea• SCALE: low �•• =' 30' , � PROJECT: S0 y. SET REV. N0. STONEFI ELD BLOCK G FINAL SITE PLAN 3 DRAWN BY: TLB ALBEMARLE COUNTY, VIRGINIA ` DRAWING NUMBER: TITLE: SITE LAYOUT PLAN C-7 DiHR BY: HFW . SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: CG 1 2B 311801 C_SP -1.dwg CIVIL V. N/A 30' 08/28/ 14 7 of 24 � o _ 2 C 1 I . <. c W 18.0 ��` v (_ - 3 7 z �? o 18.0 ai 18.0' O ' rn 24. ' 4• 3: ' ,.. TYP 4 n W:' IN 18' O s Y Ze Ab - � � w z F -1HAET F Ill IF ST 17 IlI\\\\ HANDICAP i 4�y,,yy 6,000 Sf CG-12B 0, e n' �0, 1 O vag Yy //+ . \ \_ U. S. R UTE 2 SEMINOLE TRAIL YS a - -_ - A (71 1 REVISED LAYOUT PER COUNTY COMMENTS, ADJUSTED HANDICAP SPACES AND LOADING AREAS. ADDED TURN LANE NOTE RU 12/22/14'1`�i 0p 2 REVISED PER ARB COMMENTS RU 1/12/15 ENGINEERS 3 ADDED NEW ISLANDS AND ADJUSTED PARKING RU 2/10/15 v, SURVEYORS RBE T F T PLANNERS AsSOCIATES y PO Box 4119 3040 Avemore Squae Pl. 41 �y Sti Lynchburg, VA 24502 iCl—lotr wills, VA 22911 aN�)J ri Phone: 434316.6080 Phone www.wwassowiates.net 434.984.2700 1� NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I ° a> o I 0 0 I 0 0 3.0' TREE (TYP) ° I ° 0 I ° O n I �I NOTE: VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. w \< LEFT IN AT THIS LOCATION CAN BE SHUT DOWN BY VDOT AND /OR THE COUNTY IF MULTIPLE ISSUES /PROBLEMS HAVE BEEN REPORTED AND DOCUMENTED CONCERNING THE IMPACT OF THIS LEFT IN WITH THE OPERATION OF THE ROUTE 29/4TH STREET INTERSECTION AND WITH PROPER WRITTEN NOTIFICATION TO OWNER O W HE W — — - o W —_— W R i w v\'.,- ' =, del W BENCHMARK __ - - - - -. _ -- CHISELED 460.98 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: low 1 " = 30' =' 30' 0 30' DESIGNEDRV : PROJECT: SET REV. N0. STONEFI ELD BLOCK G FINAL SITE PLAN 3 DRAWN BY: TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: SITE LAYOUT PLAN C-7 DiHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213118.01 311801 C_SP -1.dwg CIVIL V. N/A 30' 08/28/ 14 7 of 24 v. 3 N 1 55 U, O DO M J i A O 06 M N / Y V O m m C O 4! C O W DO M N / UI 11 rz C9 10+00 10+50 PROFILE VIEW: NEW WATER 3 10+00 10+50 PROFILE VIEW: NEW WATER 4 I ril � • • =!rim N:LU1 ra, , milli --- 2. Ow I raml 11, WA ■ 13 w" 0 TY P4 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 � �►. f.��l, e. N:LU1 milli --- 2. Ow I raml 11, WA ■ 13 w" 0 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 O IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED c*4 VERT* 1 10' Q 10' 0 10, O :2 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 E NO. I SHEET REVISION I By I DATE I NO. m SAN 71� Is I'_ _ I Nl\4Q _r INV-) NVA NVS 10 4L 470 E 90' HB 1,1v v\/ NEW FH ASSEMBLY 1 06100� AA ll_`^ .......... ..... ...... FUJI -W ........... T ti T M/ SHEET REVISION BY I DATE ti PO Box 4119 3040) Avelumv Square Pl. Lynchburg, VA 24502 Ch.,J.tt ­ille, VA 22911 Phone . 434316,6080 Ph one: 434.984.2700 www wwassociaAesjlet �J. I SET REV. NO. RU STONEFIELD BLOCK G 3 DRAWN BY. FINAL SITE PLAN n.B ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: TITLE. DIHR BY: WATER & SANITARY SEWER LAYOUT PLAN C-9 HFW WWA NUMBER: FILE NAME. -FDISCIPLINE. SCALE. DATE. SHEET NUMBER: 213118.01 311801C—SP-3.dwg CIVIL H: AS SHOWN 08128114 9 of 24 1 V. NIA --- 2. Ow I raml 11, WA ■ 13 w" 0 Na • ra 10+00 10+50 11+00 11+50 12+00 PROFILE VIEW: NEW WATER I O IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED c*4 VERT* 1 10' Q 10' 0 10, O :2 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 E NO. I SHEET REVISION I By I DATE I NO. m SAN 71� Is I'_ _ I Nl\4Q _r INV-) NVA NVS 10 4L 470 E 90' HB 1,1v v\/ NEW FH ASSEMBLY 1 06100� AA ll_`^ .......... ..... ...... FUJI -W ........... T ti T M/ SHEET REVISION BY I DATE ti PO Box 4119 3040) Avelumv Square Pl. Lynchburg, VA 24502 Ch.,J.tt ­ille, VA 22911 Phone . 434316,6080 Ph one: 434.984.2700 www wwassociaAesjlet �J. I SET REV. NO. RU STONEFIELD BLOCK G 3 DRAWN BY. FINAL SITE PLAN n.B ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: TITLE. DIHR BY: WATER & SANITARY SEWER LAYOUT PLAN C-9 HFW WWA NUMBER: FILE NAME. -FDISCIPLINE. SCALE. DATE. SHEET NUMBER: 213118.01 311801C—SP-3.dwg CIVIL H: AS SHOWN 08128114 9 of 24 1 V. 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ENGINEERS DRAWN BY: FINAL SITE PLAN 3 SURVEYORS TLB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: U R:BE T F T PLANNERS DIHR BY: TITLE: '� AsSOCIATES H� STORM SEWER PROFILES C -10 -1,5- SHEET NUMBER: 1}o Box 4 "9 ' °"o ""e` i11,, V Squarc 2911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Clirad ¢. v Ile. VA 22911 �ssiQNAL �G Phonc: 434316.6080 Plhonr 434.984.2700 2131 18.01 311801C_PP —l.dwg CIVIL H:1"= 50' 08/28114 10 Of 24 1� www.wwassOCIdIl S.nct r /. 1* 1011 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE �/ �C • L9 • 10 +00 10 +50 11+00 1 ADDED PROFILE FOR oc 160.1 TO oc 162 RU 12/22/14 TH o� � DESIGNED U : PROJECT: STONEFI ELD BLOCK G SET REV. N0. ENGINEERS DRAWN BY: FINAL SITE PLAN 3 SURVEYORS TLB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: U R:BE T F T PLANNERS DIHR BY: TITLE: '� AsSOCIATES H� STORM SEWER PROFILES C -10 -1,5- SHEET NUMBER: 1}o Box 4 "9 ' °"o ""e` i11,, V Squarc 2911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Clirad ¢. v Ile. VA 22911 �ssiQNAL �G Phonc: 434316.6080 Plhonr 434.984.2700 2131 18.01 311801C_PP —l.dwg CIVIL H:1"= 50' 08/28114 10 Of 24 1� www.wwassOCIdIl S.nct r /. 1* 1011 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE �/ 3 I UI 0 ao M Q V Y m 0 N / ca Y 0 ai 12 I m W 00 N i E�11 I`- 1 ',I P fI 1-4m I ~ � ��� \ ". �h A LEGEND I i DRAINAGE DIVIDE :.. - I , ( )) I I J v LE - r J r I ,� / S�ONE�DC�- �NU� Y - - - ( `_,,\I`•.I � `' - ,;ice - - - -J�fv: x: - - - - - I T -- - - - - ` r 1 I � yr FIRE P ISE \ \ I p �� ( 23� BLDG G3 0 + TO IN _ DA =0.10 AC PIPED TO STR 233 I - - C =0.76 DA =0.28 AC - - I STR 235 - - - - - - - G4 _ 9 �" Tc =5MIN. C =0.95 ��- } DA =0.26 AC`" ( COMPOSITE C =0.90 I o �\ = . A STR 234 V c -o.so 9,600sf - �' � _ \ Tc -5MIN. E1 I1 ' v1 �, (TO INLET) 476 - l l \ > i DA =0.09 AC G3 _ 1 - 0 C =0.95 ' \ \ ? �` Tc =5MIN. 12,1 1 00sf EX 8 tl r - - - _ , p. 34 -1 = 13 +8 ao r C(\f, j I, r� �, FILTERRA 230.1 ,� DA -0.22 AC �:. - - -- -- - I y ti - �i „ > E EX 1f €I 470 .. \ - W W J " ,..1 ',..i W - UV W �, W . o- I I I o ti E., I ` YY \ t 7 n _ - _ 1i -- 71 _ v -U : ov I - I I fir• - vI /1 % I� , . -� oe DAR 60 AC 10 DA STR 230 =0.92 AC �' I / �' (' v "` „,,, 7 ``�``� ,, -� �� � � STR 232 � � I -� C -.35 I � DA =0.63 �C - - - - -- - Tc= in. / g� I - ' Tc 5m n. _ L !� 8 \' C=_0 I I I• I Tc =5min. -- 12 +.0 ' I .�- FILTER I Iv \ A� E : cb D .21 AC - _ I Iy 1 I y I 1 1 +00 I -® J' 1 1 `,' 1 0 EX 1 1 ® I L� -- FlL 230.2 �, :I 1 I - / 231 ® I 3 I oeeo _______r L (� DA =O:�� ,AC w W _ _ �, -- T I ICIy �:: W ... � I 1 0 IT I I'.....� I 1 o Tc 5min. AL AL .ee I� I _ - = , I 184 � � , -; FIL RRA 64. •. I B�G G2 \? - �I ;� -o =0-44 AC ', C=0.90 � �` 'I FIRE -184 8 ,I� y`, RISER PIED TO EX >; - :I °` 9 BLDG G1 DA 0.16 AC ' . I C =0 �95 - - FILT`E RA 184.1 �fl {� DA =0.14 ACS 4 COMPOSITE C =0.91 DA*O 0 AC - _ / - (I f C -0.95 �! =l - _ I I i SA CCQb4P0S�ITE C 0.93 SAN � SA v I l ) h I i , I I / : - -- \ G2 ( I ) r ' V Y i ) j \ � 7,000 sf - i � _ L T � , �� � '��( --- T I \ �--- ,�--- _--- 66 6,000 sf r F \I j a„ , r _ : \ - -, V 1 J6 - --y` l 164 -- - -- _4 -- - -- 1 -� 2 f� 1 1 +-0 0 - - -- �° -- - - -- T. / I v« E I - \ / -. - - - 1 / vE - - 464 �d \ _ J -- - - k - t - E - ) _ -f E - t( #; !: >:, - _? 1 E E E E - -- \ x : - -._ -. - - - -- - - - ^' 1 I - - ...�. - 4� 462 - y H E I E _� (� E�� r I E - J r - -- -- -- - - - - - -!�1 - N T _ _ _ _ - - \ - _ " -__ �. %' - ......._.y,: - �,;. •/, � !/! \�'E (,• -._ 77 � � /r( „% l E,\ Ill )7� '�) Fr(•�� _ - \ 7 (rr - ,r, ,nI err / li. ',4 (\I �„ �� ,... .J . „, •- \ :l v 1, I iU, (.. .._ --- - -\ __ �; .�- r _ f _ i l V� r� i% ll � ,, v� �, ),U vJ �� U�,� -- 1 n, \� it \• -- V, -- ,,, w. - l; / - -- \/ - - `,1' -- A i.; _._... f � "' - --- - \. , o r V :., V \ , . U� v �1 d r r 'fie c - ` \ / ) f \ \ l \ BENCH (_ - \ \_ � � I , CHISELED - \ ,' AI v� - -- - Z/ 460.98 IF THIS DRAWING IS A REDUCTION \ - GRAPHIC SCALE MUST BE USED o- - - U.S. ROUTE 2 SEMINOLE TRAIL \ SCALE: , = 30 r / 30 � ,® DESIGNED BY. PROJECT: SET REV. NO. of 1w RU STONEFI ELD BLOCK G 3 f ENGINEERS FINAL SITE PLAN DRAWN BY. SURVEYORS TSB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: Ca RBE T F T � PLANNERS TITLE: DIHR BY: STORM DRAINAGE AREA MAP C-1 1 S HFW SHEET NUMBER: C.., PO Box 411.9 31040 Aveanore Squu�e PI. Lynchburg, VA 24502 Ch ¢l.tt -ille, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �'S►S, ANAL (} Phone H: 1" = 3 434.316 6080 Phone 434.954.2700 213118.01 g CMS f 0' www.wwaissoc.iates.ne.l 311801 C_SWM -1.dw V. N/A 081281141 11 of 24 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE Of C4 1 3 cal O 00 i J C9 Y m O a0 N i C9 v 0 m m c 0 N m W ao N Z 1 1 ADJUSTED INLET TOP FOR EX 178 NO. SHEET REVISION RU 1 12,/22/14 BY I DATE I NO. SHEET REVISION Project: Stonefield - Block G By: JDB WWA Project Number: 213118 Date: July 28, 2014 INLET Stormwater Inlet Computations ENGINEERS SURVEYORS PLANNERS' AssOCIATES CURB INLETS ON GRADE CURB SAG INLETS ONLY n o. C o a o J0. `�' a CM 0 40 ILLI H a. L � a o ii v s C Q Q to = 0) o o n) 4 � J H T CL REMARKS ° w Z a � N � V L . . ii L J Cr Z 4) 4a a . d CL CL _ Y W K W d � 0 CL o. Z r ,a. 1-Z �. C'J U) cn w U) F- ,a ei tl _ ~ J .J 230 DI -3B 14.0 0.92 0.78 0.72 4.00 2.87 2.87 0.019 0.00 0.17 0.50 0.33 8.94 Sag Inlet E -1 DI-3B 10.0 0.41 0.87 0.36 4.00 1.43 1.43 0.015 0,00 0.13 0.50 0.26 8.36 -- Sag Inlet, EX478 131 -3B 8.0 0.12 0.84 0.10 4.00 0.40 0,40 0.010 0.00 0.06 0.50 0.12 6.08 __ Sag Inlet EX -164 DI -3C 8.0 0.52 0,93 0.48 4,00 1.93 1.93 0.010 0.00 0.04 0.50 0.08 3.86 s® Sag Inlet' 232 DI -3B 10.0 0.63 0.82 0:52 4.00 2.07 2.07 0.021 0.00 0.16 0.50 0.33 7.79 - Sag Inlet 233 DI -3C 8,0 0,10 0.76 0.08 4,00 0.30 0.30 0.020 0.00 0,05 0.50 0.10 2.51 - Sag Inlet 234 DI -3B 6.0 0,09 0.95 0.09 4.00 0.34 0.00 0.34 0.022 0.020 4.06 2.00 0.49 0,020 1:00 0.84 0.17 0.08 0.09 6.44 0.93 0.08 0.99 0.34 0.00 Grade Inlet 235 DI -3B 10.0 0.26 0.60 0.16 4.00 0.62 0.00 0.62 0.040 0.020 4.56 2.00 0.44 0.020 1.00 0.79 0.17 0.08 0.09 10.17 0.98 0.09 1.00 0.62 0.00 Grade Inlet 231 Dl -7 0.60 0.35 0.21 4.00 0.84 0.84 0.33 1 0.67 0.22 Grate Sag Inlet STORM SEWER DESIGN tiI,fA PROJECT DUMBER 213118.01 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Stonefield Bloch G SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (TO RAIN FALL (110) 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 FT1FT IN 71% 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 2`1' 22 EX1'89 EX188 0.20 0.53 0.11 0.11 5.00 6.67 011 464.65 46154 63.5 0.0175 15 0-010 11.13 9.07 '1.00 472.31 7 -66 EX189 EX188 232 0.13 0.83 0.11 0.21 5.12 6.63 1.42 463,34 460:91 133:0 0.0183 15 0.010 11.38 9.27 14.34 47125 9.31 EX188 232 EX161 0.63 0.82 0.52 £1.73 536 6.55 4.78 46071 458.55 173 -8 1:1,0124 15 0.010 939 7.65 22.72 465.03 432 232 231 230 0.60 0.35 021 0,21 5.00 6.67 1.40 460.91 460.61 29'6 01.010.1 15 0.010 8.48 6.91 429 464.91 4.00 231 230 EX161' 0 -92 0.78 0.72 0.93 1 5.07 6.64 6.16 460:41 458:55 199.2 0.0093 18 0.010 1323 7.49 26.61 464.20 3.79 230 234 233 0.31 0.95 0.29 0.29 5.00 6.67 1.96 465.69 465.25 437 0.0101 15 0.010 8.45 6,88 635 470.69 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 0.0167 15 0.010 10.89 &87 3.71 471.40 6.35 233 235 EX212 0.26 .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 6.76 235 EX 184 EX 178 0.57 .91 0.52 0.52 5.0 6.67 3.46 46035 459.89 91.2 0.005 18 0.010 9,72 5.50 16.6 464.41 4.06 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 9,82 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 45979 459.58 42.8 0.005 18 0.010 9.59 553 T9 464.80 5.01 EX 164 SWM COMPUTATIONS FOR NORTH UGD FACILITY Albemarle Place BMP Comoutation Summary "Removal Rates for the Permanent North and South SWM Facilities provided byVortechs and Storm filter working in series. (Removal Rate provided byVortechs Unit= 20%,- Removal Rate provided byStormfilter = 50°1; Total Removal Rate= 60 %). *"Remaing Removal Rates shall be metthrough 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 10yr 2yr 10yr Remaining SWM Facility Water Quantity BMP Analysis a /o Impervious Required Water Provided Water Required Removal Rate Removal Rate Drainage Area Area Quality Volume Quality Volume Removal Rate Provided* Requ red ** North SWM 57.5 acres 47.3 acres' 81% 66,667cu:ft. 74 „480cu.ft. 71% 60% 11% Facility "Removal Rates for the Permanent North and South SWM Facilities provided byVortechs and Storm filter working in series. (Removal Rate provided byVortechs Unit= 20%,- Removal Rate provided byStormfilter = 50°1; Total Removal Rate= 60 %). *"Remaing Removal Rates shall be metthrough 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 10yr 2yr 10yr 2yr 10yr North SWM Facility 234.19cfs 382.97cfs 324.32cfs 497.29cfs 216.67cfs 365.78cfs Albemarle Place SWM Facilities Storaqe Volume *Total Facility Volume includes Water Quality Volume BY I DATE ,TH O.F TN 2 -tt� -lam �s�QNAL ECG WAM um' ENGINEERS 9 M SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 ICh,rIottesville, VA 22911 Phone: 434316.6080 Phone: 434.984.2700 www.wwaesoua[es.nei DESIGNED v : PROJECT: STONEF/ELD BLOCK G s DRAWN BY. FINAL SITE PLAN TLB ALBEMARLE COUNTY VIRGINIA TITLE: DIHR BY. STORM DRAIN CALCULATIONS HFW WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: 213118.01 311801 C_SWM -2.dwg CML V. H: NIA NIA 000/28/14 SET REV. NO. 3 DRAWING NUMBER: C -12 SHEET NUMBER: 12 of 24 Water Quality Total Facility SWM Facility Volume Volume* North SWM 74,480cu.ft. 317,995eU.ft. Facility *Total Facility Volume includes Water Quality Volume BY I DATE ,TH O.F TN 2 -tt� -lam �s�QNAL ECG WAM um' ENGINEERS 9 M SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 ICh,rIottesville, VA 22911 Phone: 434316.6080 Phone: 434.984.2700 www.wwaesoua[es.nei DESIGNED v : PROJECT: STONEF/ELD BLOCK G s DRAWN BY. FINAL SITE PLAN TLB ALBEMARLE COUNTY VIRGINIA TITLE: DIHR BY. STORM DRAIN CALCULATIONS HFW WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: 213118.01 311801 C_SWM -2.dwg CML V. H: NIA NIA 000/28/14 SET REV. NO. 3 DRAWING NUMBER: C -12 SHEET NUMBER: 12 of 24 UI rZ C.D C4 0 00 C4 .011 :X nnE S TORPO DB /'171/1') PG701 864 P(,,-'/ PLAT IN UH� J E__ 4/0 F alt '4/– 1 QA L G3 AL A,4AH' L 0 12 100sf B 4467 PC,' L) E\ WILE SAMT4F,� 7,1 SL W'R s, L) 1870 PG v ru v v Li v 7 D B I tj P I P Al —e V LL m 34— c J G) +8 FHFF /'0 1 & .......... 13�00 J '10 - --------- 1v N V, -,0 JN' m ON U AE 'IV w w w W --4+- w w W__ E N J\ J 77 T 468 1,4, 4 .. 11 .... J -----BLOCK G BMP AWLYSIS AREA A/l/�Nq/\ 7 EA Hillis t AREA =6.17-AC- vl\ IMPERVIOUS AREA=4.50 AC r*m A^1 lr� 2.9% IMPF-Yvvlwv,-I- 7 M 7�- -7 XXXX,, 1 12+ �)0 F 23 .1 �17 0 J: F7— �Nv b6 6 232 1 30 0 1 1 -d 11+Q0 A C� + 7 EX 161 P H A LT w w A F" K N El W w rll w - W 7 FIRE L 8 RISER J EX —4/ J: SAN ­ J, D'\, SA SAN /Al/ G2 T) TF 4 �J R /j 0"I 1MA QVIV y Y, 7,000 sf 91�OFW W/All, AtE000 Sf r a _t5l" L_SLi v jAh I_ L E,,A R mom 1184 J 10 �_,032---F(_3 -ij EX 1781 1 )0 6-4 L-r L J 7 L *( --- __ — \ \ I - - , 11, - )_ --- L j 'vA - -- t - 'A' w 11 +GO Z 464 "H� ),HE NEF77 -HE E +-E 4�L "w� 462 SIMI --- — — — — — !71 ilk w W 4 --R7/-W v v 7777" '5A HL L-P RIG,' ---- ---------- 2`I� %/ , A 7 -4T 'IG RV Ir-M 71 w \v W n 7 vv _7 w 01/ vv 4L1 vv vv w DRA�Vj,�"__E Fl-�,,,'T -) I I - - - __ __1 I CHISELED A r IA It I NIL.)Tq A1:­,�4 L Cl.: i '3 4 _,2,, 10 100 /­1 > L 0, DE 1<1 4 N -7 A -DAN -91 5 M, I y 460 98 'I V J" g 7 L-�nx IF THIS DRAWING IS A REDUCTION -44,( GRAPHIC SCALE MUST BE USED 0 I h - ---- -- TRAIL Li. 0. IV U Li -1 T_.d z 0FI-1vill V U'Liju ­7 h, 7 J. L_ T 1Z\1 7 c i 1131 �Ac (A A, MITI! T OF DESIGNED BY. RU PROJECT: STONEFIELD BLOCK G SET REV. NO. 3 ENGINEERS FINAL SITE PLAN SURVEYORS DRAWN BY: TLB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: RBE F T PLANNERS TITLE. DIHR BY: BMP ANALYSIS AREA MAP C -13 IATE AsSOCS HFW 0 .4 PO Box 41 t9 3040 Avemore Squ.ue P1. Lynchbuig, VA 24502 Ch,u1.t(­i[1,. VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: SHEET NUMBER: NO. BY J'ONA'L Phone: 434.316 6080 Phone: 434.984 2700 www.wwasst)c:iates.net 213118.01 311801C —SWIW-3.dwg CML H: 1" = .30# 000/28/141 13 of 24 SHEET REVISION DATE NO. SHEET REVISION BY DATE V. NIA 3 v 1 3 UI O co i C9 J m O QO M N l O 0 m v m m c 0 m W 00 N i FILTERRA V�oo���� DpvoQ CURB INLET PRECAST - S R DOWEL BARS z �OOa �QOe� LL 9 UNDERDRAIN SYSTEM BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST 1 (1) 3.3 SECTION A -A Cupyogha,Q 2007 by A ,, ..t 0.35 VIEW STANDARD TR ELEV 'A' MUST LDARD CURB AND ST BE HIGHER GUTTER DETYP GU THAN ELEV 'B' SLOPE -.__ : 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) CO STRUCTURE } e a 0 1 �. ( - OUiLET PIPE 0 (BY OTHERS) CONNECT (. 70 STORM DRAIN z } EFFLUENT PERFORATED D INVERT OUT STORMWAm, 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 Area 3 DATE: 07 -07 -06 DWG: FLP -2 0 FILTERRAO TYPICAL FLOWLINE u l6. ulot py0sn, Ana. by,ttelnast AND OULET PiPE RELATIONSHIP =Area 1 Area 2' subtotal U5 PAT 6,277,274 , AND6,589,321 1 ADDED WPO # TO N AWTIVE RU 12/22/14 3 ADDED WK # TO NARRATNE RU 1/29/15 NO. I SHEET REVISION BY DATE NO. CROWNED FLUME PRECAST FILTERRA TOP SLAB (TYP) FILTERRA THROAT OPENING (TYP) 4 -6" OPENIN 6: OPENING FLUME - SLOPED TOWARDS FILTERRA THROAT PRECAST FILTERRA TOP SLAB CURB 4 -6" FILTERRA THROAT OPENING + a t CAST-IN -PLACE FLUME & GUTTER f; (SLOPED TOWARD PRECAST DOWEL. FILTERRA THROAT) FILTERRA / CAST -IN PLACE .,� . ' T; �1 _/ ... . YP) BOX WALL FLUME & GUTTER { DOWEL PRECAST DROWNED AND SLOPED FILTERRA O TOWARD FILTERRA THROATS BOX WALL SECTIONS VIEWS I ' S VI WS OF FILTERRA IN TYPICAL FLUME APPLICATIONS LICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90" NOSING (OTHER NOSING AVAILABLE UPON REQUEST) 4 -6" CLEAR THROAT OPENING 4 a° 4 CAST -IN- PLACE' q. a' PRESSED GUTTER DE AND THROAT OPENING (BY CONTRACTOR) #4 DOWEL BARS 0 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION TALLATION OF FIELD POURED GUTTER . A ,4 4 4 a 4 �. 4 _ O A' . a . ' ^a1. it. 14 Uq ' THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED PRECAST BOX WALL -� 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 FILTERRAO THROAT OPENING AND GUTTER OR FLUME DETAIL US PAT 6,277,274 Copyright S�a997 by Americas' AND 6,569,321 STORMWATER NARRATIVE r_ __.______ -.__- I I i I I I INLET SHAPING A o i '� °,� A (BY OTHERS) -'T I SDR -35 PVC COUPLING I CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET i PIPE LOCATION VARIES) I I I L_________ ______ , CURB (BY OTHERS) PLAN VIEW TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING TOP SLAB FOR CLARITY) CURB AND GUTTER INTERLOCKING 0 (BY OTHERS) JOINT (TYP) STREET _Z 1 a TOTAL L(PRE) 8.71 LBS 0 F PRECAST - S R DOWEL BARS z TOP SLAB UNDERDRAIN STONE PROVIDED BY AMERICAST 9 MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM BY AMERICAST A ,4 4 4 a 4 �. 4 _ O A' . a . ' ^a1. it. 14 Uq ' THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED PRECAST BOX WALL -� 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 FILTERRAO THROAT OPENING AND GUTTER OR FLUME DETAIL US PAT 6,277,274 Copyright S�a997 by Americas' AND 6,569,321 STORMWATER NARRATIVE r_ __.______ -.__- I I i I I I INLET SHAPING A o i '� °,� A (BY OTHERS) -'T I SDR -35 PVC COUPLING I CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET i PIPE LOCATION VARIES) I I I L_________ ______ , CURB (BY OTHERS) PLAN VIEW TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED CLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING TOP SLAB FOR CLARITY) CURB AND GUTTER INTERLOCKING 0 (BY OTHERS) JOINT (TYP) STREET _Z 1 a TOTAL L(PRE) 8.71 LBS 0 F TREE GRATE ,r ^r N I o - et F_ R DOWEL BARS z ® 12" O.C. UNDERDRAIN STONE PROVIDED BY AMERICAST PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM BY AMERICAST FILTER MEDIA PROVIDED BY AMERICAST 1 (1) 3.3 SECTION A -A Cupyogha,Q 2007 by A ,, ..t MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED TOTAL L(PRE) 8.71 LBS 1 (pre) * TREE GRATE OUTLET DESIGNATION L W QTY & SIZE PIPE 6 x 6 6' -0" 6' -D" 1 (1) 3.3 1 4" SDR -35 PVC' MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED TOTAL L(PRE) 8.71 LBS 1 (pre) * BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIE FILE FORMAT. 18.05 LBS DATE: 07 -07 -06 1 DWG: FTST -2 ACRES PERCENTAGE PROJECT AREA TREATED PRECAST FILTERRAO UNIT fl Re rra* 74% STANDARD CONFIGURATION US PAT 6,277,274 Cupyogha,Q 2007 by A ,, ..t 0.35 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 - 100023, 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 1 (pre) * TOTAL L(POST) = 26.76 LBS post- development 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 0.35 (0.32)(26.76 LBS)(0.74) = 6.34 LBS 0% POLLUTANT LOAD REMAINING = 26.76 - 6.34 = 20.42 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS (20.42 LBS)(0.60) 12.25 LBS subtotal TOTAL POLLUTANT__ LOAD REMOVED no.aatlways 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. 0 r �s s #'�'� SHEET REVISION BY DATE jONAL E 29 26 r fi [te rra Filterra Standard Plan Notes 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 shall 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 matching 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 95% of maximum density at .1-1- 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 unit is set, the internal wooden forms and protective mesh cover must be left bet e n the ox and to intact. Remove only the temporary wooden shipping blocks w b p the x section before backfrllin using a non - slab. The to lid should be sealed onto e bo g, b P v boards on f the lid and rubber or similar water roof seal. The lao ds o 0 0 non- shrink rout but I u 6 1� P b Y rn ed. The her Americast or e in to nit's throat must NOT be re ov e Su boards sealed the u pp its authorized dealer) will remove these sections at the time of activation. Backfillmg 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 0891 "Standard Practice for Installation of Underground Precast Utility directed otherwise in contract documents. Structures", unless d rw me F. Curb and gutter construction (where present) shall ensure that the flow -line of the Filterra' units is at a greater elevation than the flow -line 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 Filters -2 environmental device; G. Each Filterraft' 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, 07,`07106 www.fliterra.com Short Version BMP Computations For Worksheets 2 - E 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 Black G L storm pollutant export in pounds, L = [P(Pj)Rv /12 j ( C(A)2.72 j Rv mean runoff coefficient, RV = 0.05 + 0.009(l) Pj small storm correction factor, 0.9 I percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A 6,171 C pollutant concentration, mg /I or ppm target phosphorus f factor applied to RR V required treatment volume in cy, 0.5" over imperv. area = A(I)43560(0.5112y27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR1001L(post) Impervious Cover Computation (-values in feet ,& square feet) Item _ _ pre - development f 1 (pre) * Area post- development L(post) ' Area Paved Length Width subtotal Length Width subtotal 18.05 67° i; Development Area 0.35 1,00 0% 0.05 ; 0.95 ariwways Length Width no subtotal , Length Width no.aatlways subtotal and walks 15.29: 14.02 _. _ . 92 %, Other Rural Land min. values 459:99 6 Parking Lots Area '1 Area e 2 Area 3 Area 4 Area 1 Area 2 Area 3 Area 4 Yes 0 Gravel areas Area 1 Areal Subtotal =Area 1 Area 2' subtotal , x0.70= _. x0.70- structures ea Area ho_ subtotal Area . _ no. Actively- grazed pasture & Area New Development (For Development Areas, existing 'impervious cover <= 201%) C f 1 (pre) * Rv(pre) L(pre) . L(post) ' RR % RR Area Type 010 ' 1.,00. 20% 023 8.71 26.76 18.05 67° i; Development Area 0.35 1,00 0% 0.05 ; 0.95 13.38 ; 12.43 93 % °; Drinking Water Watersheds 0.40 1,00" 16 i 0.06 1.28 15.29: 14.02 _. _ . 92 %, Other Rural Land min. values 459:99 6 Yes 232.1 8 X 4 465.97 rev. 30 May 2002 JMK Redevelopment (For Development Areas, existing impervious cover > 2(i°/6) C' f I (pre) * r Rv(pre) ' L(pre) '. L(post) RR ' % RR Area Type 0.70 0.90 20% 0.23: 01 26.76 18.92 ; 71%1 Development Area 0.35 ` 0,85' 460.17 0.05 0.95 13.38 12.58 , 94 %i Drinking Water Watersheds 0.40 0.85 16 i 0.06: 128 15.29 14.2 1 93%1 Other Rural Land 461.25 459:99 6 Yes 232.1 8 X 4 465.97 rev. 30 May 2002 JMK I(post) ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 23502 CharloResv lle, VA 22911 Phone: 434316.6080 Phone: 434.984.2700 w ww.wwasn octahs. net Activation i lie rra A. Activation of the Filterra" unit is performed ONLY by the Supplier. Purchaser is responsible for Fitterra� inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (fall landscaping, grass cover, filial paving and street sweeping completed), negating the chance of construction materials contaminating the Filterrag system. Care shall be taken during construction not to damage the protective throat and top plates.. B. Activation includes installation of plant(s) and mulch layers as necessary. Included Maintenance A. Each correctly installed FilterraG' unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of I year. T13e cost of this service is to be included in the price of each Filterfag unit. Extended maintenance contracts arc available at extra cost upon request, B. Annual included maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally; the spring visit airs 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 Maintenance visit consists ofthe following tasks. I. Filterra p unit inspection 2. Foreign debris, silt, mulch trash removal 3 Filter media evaluation and recharge as necessary ry 4. Plant health evaluation and priming or replacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items 7. Maintenance records updated and stored (reports available upon request) p P q D. The beginning and ending date of Supplier's obligation to maintain the installed b t tie t the time the system is activated. Own rs system shall bedetermined y he Supplier a _ y e must promptly notify the Supplier of any damage io the plant(s), which constitute(s) an integral part of the bioretention technology, 0710';7)6 www.flterra.com 27 Filterra Schedule Structure Number Size (]D ft) Filterra TC Filterra [NV OUT Bypass Str 1NV iN PVC Outfall (in.) Recessed Top 230.1 4 X 8 464.73 461.06 460.61 4 Yes 230.2 7 X 13 464.00 460.17 460 :61! 6 Yes 184.1' 6 X 10 464.57 460.74 460 :55 6 Yes 164.1 10 X 6 465.08 461.25 459:99 6 Yes 232.1 8 X 4 465.97 462.30 46091 4 Yes DESIGNED U : PROJECT: STONEFI ELD BLOCK G (5b DRAWN BY: FINAL SITE PLAN rye ALBEMARLE COUNTY VIRGINIA TITLE: D1HR BY: STORMWATER MANAGEMENT CALCULATIONS AND DETAILS HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 2131 18.01 31 1801 C_SWM -4.dwg CIVIL H: AS SHOWN V: N/A 08/28/ 14 SET REV. NO. 3 DRAWING NUMBER: C -14 SHEET NUMBER: 14 of 24 3 'O UI 0 M i �2 C9 J m 0 ao CV -Y 0 m m sd c 0 m W 00 04 CG -12, SECTION B-B 12. NOTES; GENERAL NOTES: �. (51 I„nN ) , No. 4 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 0 -50 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 2- DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) r ANCHORS Y WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 4' , BE APPROVED BY SIEVE SIZE PERCENTAGE PASSING RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE REQUIREMENTS. HEIGHT TRAVELWAY SHALL BE PROVIDED WITHIN WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 10:1 UAX TRAVELWAY SHALL BE PROVIDED WITHIN 3. SLOPING SIDES OF POURED MI TYPE CA FLOOR SING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS - A 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO PERPENDICULAR i THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF COLOR AS SELECTED BY THE OWNER. _ PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4• DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "DESIGN 13. 5- REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED I' CENTER TO CENTER ALONG 1 5' MIN OR SLOTTED. BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR, MINIMUM CONCRETE COVER 1/2 "- a 1 mo 1 14. 6• CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS j 12 *1 MAX �S ' ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. CROSSW K J N 0 7- CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED TYPE B II TYPICAL PLACEMENT v BY THE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL LINE o ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 5' mo 8- RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4' Nt1N 121 MAX, 12-1 MAX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT X .2" HIGHER THAN PERPENDICULAR TO THE CURB. EDGE OF PAVEMENT AT )K `X. , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C TRAFFIC, REFER TO STANDARD CG 13, COMMERCIAL ENTRANCE (HEAVY PARALLEL &PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH, 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 4 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), 6' -2,4" C -C tQ A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR _04 c INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' 1 f 0 0 O O 0 z LANDING AREA MAY INCLUDE THE GUTTER PAN, - 11 $0000O0000000•H - 00000 0000000 -H v 0 0 0 00 0 0 0 00 0 0 0 0 0 + 0 0 0 0 0 0 0 0 0 O O 0 0 O 0 , N O 0 0 O 0 O 0 O 0 0 0 0 0 0 0 is 0 0 0 O 0 0 O 0 0 0 O 0 0 0 -0 507-65Z OF BASE DIAMETER 000000000000000 ' TOP DIAMETER-- d "44" I VARIABLE 4' MINIMUM BA5E DIAMETER PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL IDOT V SPECIFICATION i• ROAD AND MIDGE STANDARDS F R N CG _ 12 DETECTABLE WARNING SURFACE RE E E CE NOTES) SHEET 1OF 5 REVISION DATE (GENERAL 105 203.05 70/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 542 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 0 20* F A CG -12 PERMISSIBLE CONSTRUCTION JOINT f4 # 5 DOWEL. 8" LONG Q 12" C -C � �- MIN.. 4. Q =1 1Q�1 B MAX Max B i.� 6' TRUNCATE DOME A SEE SHEET 1 OF 5 FOR DETAILS 8'-0" Min. 4'-0" in B 12*1 MAX. 48 :1 MAX- 2' MIN. SECTION A -A T VDI(" AI IlG!CI!`-KI TYPE A WITH BUFFER STRIP 7. GEOTECHNICAL 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 SECTION B-B 12. NOTES; 3/4 INCH �. (51 I„nN ) , No. 4 FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. 1 :i MAX) 0 -50 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 ALTERATIONS 2. CONSTRUCTION, 6 FEET FOR ALTERATIONS, ANCHORS Y A 4' SOUARE LANDING 9L 1 AREA OUTSIDE OF A 4' SQUARE LANDING AREA OUTSIDE OF BE APPROVED BY SIEVE SIZE PERCENTAGE PASSING ��' 3 REQUIREMENTS. HEIGHT TRAVELWAY SHALL BE PROVIDED WITHIN 14 t5 TRAVELWAY SHALL BE PROVIDED WITHIN No. 4 20 -100 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL CA I; DESIGN. THE MARKED CROSSWALK AREA 4. THE MARKED CROSSWALK AREA. i THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM R F ORATEli SUBDRAIN (DAYLIGHT) COLOR AS SELECTED BY THE OWNER. _ PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS le 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 WALL BATTER = %" PER 8" HIGH BLOCK MANUAL FOR SEGMENTAL RETAINING WALLS." EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH 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. NOT TO SCALE AT GEOSYNTHETI A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, (C TYPES CROSSWALK CROSSW K J N 0 _ (At - .� - rr rr rr r APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS II TYPICAL PLACEMENT v � ct U� LINE o TYPICAL PLACEMENT rJ L LINE AT INTERSECTION ' AT INTERSECTION CROSSWALK C OSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION ' REFERENCE CG-12 DETECTABLE WARNING SURFACE - r f 1 i 1 i i I - 1 f i VDOT 1" OF , ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION MAX, 24" MATERIAL F REVISION DATE E F T SHEE 2 O 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION BEDDING MATERIAL IN ACCORDANCE WITH 10/09 Q 08 203,06 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 7. GEOTECHNICAL 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 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 3/4 INCH SHALL BE OBTAINED BY RETAINING WALL CONTRACTOR. No. 4 USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS No. 40 0 -50 No. 200 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 ANCHORS 6 9 DETAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA BE APPROVED BY SIEVE SIZE PERCENTAGE PASSING 5 REQUIREMENTS. HEIGHT 4 INCH 100 14 t5 H No. 4 20 -100 3. THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL No. 20 0 -60 (AS NECESSARY) DESIGN. No. 200 0 -30 4. PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND MIN. 1/10 D � - _ 1 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM R F ORATEli SUBDRAIN (DAYLIGHT) 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 WALL BATTER = %" PER 8" HIGH BLOCK MANUAL FOR SEGMENTAL RETAINING WALLS." EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH 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. NOT TO SCALE AT GEOSYNTHETI A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS, (C TYPES - - - AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS. OBTAIN -- rrrrrrr rrrrrr� == - .� - rr rr rr r 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. LINE o DURING CONSTRUCTION. 7. GEOTECHNICAL 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 1 INCH 100 3/4 INCH 75 -100 No. 4 0 -60 No. 40 0 -50 No. 200 0 -5 1T10%] NOTES: 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE - SPECIFICATIONS. 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE. PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE 1' 42" HIGH DECORATIVE GUARDRAIL - SEE GUARDRAIL DETAIL THIS SHEET TRIM CAP WITH CONTINUOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) --\ PLANTED AREA GRANULAR DRAIN ( #57 STONE) FILL--,,, ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB FILTER FABRIC BETWEEN AND 4 6 REBAR ( TYP.) BEHIND 7 2 5 SELECT MATERIAL TO ANCHORS 6 9 4 BE APPROVED BY 12 5 GEOTECHNICAL ENGINEER HEIGHT r 14 t5 H ° ° GEOGRID BEDDING - M (AS NECESSARY) VARIES PER WALL HEIGHT EMBEDMENT MIN. D M MIN. 1/10 D � - _ 1 MATERIAL P R F ORATEli SUBDRAIN (DAYLIGHT) VARIES* _ PER 1' OF H M COMPACTED GRANULAR BASE OR OPTIONAL 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 TOP OF FILL T NOT TO SCALE CG -12 *5 DOWELS. 8" LONG AT 12" C -C - 5_I 12 :1 MAX 0 BACK OF CURB 20.1 -ti RAMP ..r ,E TABLE) A PERMISSIBLE CONSTRUCTION JOINT 12� -t MAX uy I TABLEII -TRUNCATED DOMES SEE SHEET i OF 5 FOR DETAILS )WAY CURB 1 MAX, 1 MAX_ SECTION A -A NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED 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 Q 4 6 1 5 7 2 TABLEII -TRUNCATED DOMES SEE SHEET i OF 5 FOR DETAILS )WAY CURB 1 MAX, 1 MAX_ SECTION A -A NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED 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 Q 4 6 1 5 7 2 5 8 3 6 9 4 B 12 5 1 10 15 6 14 t5 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 1 10/09 WITH BUFFER STRIP II n' CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5' Va 0'r-on 5' WN WITHOUT BUFFER STRIP ICROSSWALK I' A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY A 4" yp SHALL E PR(IkIDED FOR ? Cj Gass F`EfMl IC18..AR CROSSWALK %C WITtRV THE uARxE4 ti< GROSS PM rM IIlA4 ARE A [( M- W WITH BUFFER STRIP r CG -12 DETECTLE WARNING SURFACE TYPE B (PAR&LEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION CROSSWALK CURB 2' 8uFFER STRIP 5' SVEWALK DIAGONAL PLACEMENT SPECIFICATION REFERENCE 105 502 PB -' I NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL T TOP OF FILL T TOP OF FILL GROUND LINE _ G `----- GROUND LINE x GROUND LINE _ ` I I rrrr rir i r rrrr _ I I _ _ I 1 r rr N + EARTH - rf/ UNYIELDING d ` ° � ` 1 SOIL ° �} ° ° ° B BEDDING - M MATERIAL _ - MIN, 1110 D MIN. D M MIN. 1/10 D � - _ 1 MATERIAL P MATERIAL, ' ',p D I X I PER 1' OF H M 8 ", MAX, 24" F FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION R ROCK FOUNDATION O OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D M MIN. 1.5 x D MIN. 1.5 x D M MIN. 1.5 x D MIN. 1.5 x D TOP OF FILL T TOP OF FILL T TOP OF FILL - - - -- rrrrrrr rrrrrr� == - .� - rr rr rr r r = rri rr rrrrrr - rrrrrrrrr�r.= .- � � + rrrrrrrrr r LINE o V"""erririr G rJ L LINE I I - - - -- - ° °- I EARTH I - - MIN. 1/10 D = UNYIELDING ' ' MIN. 1/10 DJ X D X BEDDING f f" PER ) �_ SOIL - - r f 1 i 1 i i I - 1 f i MATERIAL 1 1" OF , MIN. 1110 D - BEDDING - ,,H X -EARTH MAX, 24" MATERIAL F FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION R ROCK FOUNDATION O OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE N 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. A 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 XVDOT I INSTALL. OF PIPE CULVERTS AND STORM SEWERS S SPECIFICATION ROAD AND BRIDGE STANDARDS I /'� p BACKFILL ] u R 4 R SHEET 1 OF 4 REVISION DATE C VIRGINIA DEPARTMENT OF TRANSPORTATION !1 3 302 107.01 V DESIGNED U : PROJECT: STONEFI ELD BLOCK G SET REV. NO. ITH ENGINEERS DRAWN BY: FINAL SITE PLAN 3 SURVEYORS TLB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: RBE T F T PLANNERS TITLE: l� DiHR BY. DETAILS -15 Y W� AsSOCIATES HFW 0� Z j _L S PO Box 4119 3040 Averno e Square Pl. SHEET NUMBER: Lynchburg, VA 24502 (L, doff ilf , VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ' s 10NAt, Phone: 4343w %y w Plhonc 434.984.2700 311801 C_DET -1.dW CML H: AS SHOWN 08/28/ 4 15 of 24 W w -Wa „oe of f,.f 213118.01 9 V. NIA N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 3 v M 0 UI O ap i J Y m O QO N C9 Y C� O m m O O W 00 N i zi i / / / / //i 1.5" SM — 9.5A ASPHALT 2.5" BM -25.OA ASPHALT 6" VDOT 21 B i / / / / //i 1.5" SM -9.5A ASPHALT / / / / / /// PAVE OVER PRIME AT 0.4 GA /SY —1 PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE LIGHT DUTY PARKING LOT PAVEMENT SECTION DETAIL NOT TO SCALE �Iliif ' IIIIf #8 BARE GROUND WIRE 9' —n" Ww' `I 3.0" BM -25.OA ASPHAL 10" VDOT 21B 000 0. v-,0 PAVE OVER PRIME AT 0.4 GA /SY —� PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE HEAVY DUTY PARKING LOT PAVEMENT SECTION DETAIL NOT TO SCALE HAND HOLE BARE GROUND WIRE POLE GROUND LUG 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" (� x 10' -0" COPPER CLAD GROUNDING ROD JND BASE NO. 5 BARS :HOR BOLTS 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 CONTINUOUS 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 HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE 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" DEPTH) 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.t /_ 2" RADIUS P SURFACE T oA e e BASE P11> D.peD. 1611 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 • • • • N PLANS • • SLOPE OTHERWISE NOTED ON 4- MIW �.- • � i �i � i �i � i � i � i � i . � i � i . � i . �_i �i � i � i � i . � i � i • � � � � � i . ! i . � COMPACTED SUBGRADE SIDEWALK DETAIL NOT TO SCALE 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. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION P b P en oA P P D,;p,P• �a a P P D,�D.p•D O� Pp r,Q >Q • D..PPD.P P• D D Pp Dp . nA &A a 2" R CG -2 Fo SURFACE SUBBASE XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.01 Opt DESIGNED v : PROJECT: STONEFI ELD BLOCK G SET REV. N0. r = `S ENGINEERS FINAL SITE PLAN 3 DRAWN BY: .. SURVEYORS TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: FtBE T F T PLANNERS HFyy DETAILS C -16 AsSOCIATES SHEET NUMBER: Po Box ail9 3040 atte i1k,Vgnate.1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA 2450 Clhailottesville VA??911 SS�ONAL Phone 4343166080 Phone: 434.984.2700 311801C_DET -2.dw CML H: AS SHOWN N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE NIA 16 of 24 www wwassoc fiat s.net 21311 8, 9 1 /. 0812811 4 V GALVANIZED ANCHOR BOLTS IIJ III & HARDWARE -•- CONCRETE BASE �Z a° ELECTRICAL CONDUIT II:a • °.II� !I '' Ih 6 #5 BARS WITHIN A 6x6 . 10/10 WWF "CAGE" AINTAIN 3" MINIMUM CONCRETE COVERAGE ON 2,_0" ALL BARS SECTION C TO TAKE SPECIAL CARE O ENSURE CONCRETE POLE BASES RE 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 HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE 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" DEPTH) 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.t /_ 2" RADIUS P SURFACE T oA e e BASE P11> D.peD. 1611 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 • • • • N PLANS • • SLOPE OTHERWISE NOTED ON 4- MIW �.- • � i �i � i �i � i � i � i � i . � i � i . � i . �_i �i � i � i � i . � i � i • � � � � � i . ! i . � COMPACTED SUBGRADE SIDEWALK DETAIL NOT TO SCALE 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. STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION P b P en oA P P D,;p,P• �a a P P D,�D.p•D O� Pp r,Q >Q • D..PPD.P P• D D Pp Dp . nA &A a 2" R CG -2 Fo SURFACE SUBBASE XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.01 Opt DESIGNED v : PROJECT: STONEFI ELD BLOCK G SET REV. N0. r = `S ENGINEERS FINAL SITE PLAN 3 DRAWN BY: .. SURVEYORS TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: FtBE T F T PLANNERS HFyy DETAILS C -16 AsSOCIATES SHEET NUMBER: Po Box ail9 3040 atte i1k,Vgnate.1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Lynchburg, VA 2450 Clhailottesville VA??911 SS�ONAL Phone 4343166080 Phone: 434.984.2700 311801C_DET -2.dw CML H: AS SHOWN N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE NIA 16 of 24 www wwassoc fiat s.net 21311 8, 9 1 /. 0812811 4 V ch 3 M O U� 00 i qJ Z lz J m 0 Illn N v 0 m 22 m c 0 m W ao N -1 I F,'uJR ALL B. WIN I J 'SECTION i I 4 ,r � " 1 „DEN TREN! -la TAI ANCHOR r T� FEQUIRED, BEDEING AS—­,. PEEQI I,RED A� 3.A .J i. TT I N ice' I SE=T1:QIN 2 -:x v,. .. PIPE , DEGREE ; BEND ED INIEi,IS 0 N V - +L. TEE ANED f UC,_ U"S 1 ;ti ?F k :ET) M N MINI HIV! MIN,` ' — 6" BEDDING ,_?_'.'ti� #1%E I'�Eii�.4,7 V �' "R ,`v, 4," BEC)DI G7 FEET? <T1, l'-dE SHALL BE P F?O'''IC; ED E'k TEL 0 R W Y[ „DEN TREN! -la TAI ANCHOR r T� FEQUIRED, BEDEING AS—­,. PEEQI I,RED A� 3.A .J i. TT I N ice' I SE=T1:QIN 2 -:x v,. .. PIPE , DEGREE ; BEND ED INIEi,IS 0 N V - +L. TEE ANED f UC,_ 1L, L E' ;ti ?F � :ET) M N MINI HIV! MIN,` ' — 6" BEDDING ,_?_'.'ti� #1%E I'�Eii�.4,7 V �' "R ,`v, 4," BEC)DI G7 FEET? <T1, l'-dE SHALL BE P F?O'''IC; ED F._.':�D. _ ... F3 N 3 3" :. H 5' MIN. lU` T��IN L _ ;. H ...,.... S' .MiN. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF MIN. GRt /\TF_R #68 STONE. TNAr� �" r'ac»oshr:s w.l_L Qr SUF3T�iITTED. FOUNDATION IN POOR SOIL UNDER — CUT CONDITION , TITLE. DETAILS SOIL-- N MIN n OIL nTrN MIN #68 SLONE --- GRANUI.AR FILL AS ... - - APPROVED BY AC SA 0 ✓::; - -.; a � .?fir SS SOIL . UIL �R ROC I O Zs-,ABLE TABLE SOIL OR R _ C NOTE : 1. NO ROCKS SHALL. BE ALLOWED WITHIN 24" OF THE WATER LINES. I t G' 1 F' Yy ' I I I - 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED 1N 6" LIFTS. ' 1 . /4 1 1.5 tai 2.00 ; 5 1_1 0 10 DATE: 08/28/ 14 5, BELL HOLES SHALL BE DUCE OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NO. SHEET REVISION N-1 DATE NO. FIG. W - BY T 2 - `5 '1 2. 6 1,... 2 '44t 0_26 I I 418 3 3 [ 3. 4 2 c,I =: ,D . ,... i '3 9 4 "? i 1 4 4.c „1! .H.. 1 , 1 1 w E I4 1 i{ i 2.,_*5 3 4 1 1 fi•i'j_i�6T EL.—CK_ ".RE FIEt..,�IL11:1� ED ilV—; IENE1i EF,' {I..u... k- PIPELINE '._. i.� P�..13..J EIiYt: ",. i.S�Ni '•..: -HA N, 4'K`".I_'r END _ I4L3 AT A.L. U E T"5C', F ;,1, CNxTR#E7E 2. 1 t':1O CON-RE`" E BE POt"PED €. '+:I',JV PART OF THE _ -DINT. � r--t.r K,(} �di_, P +�,It�IE:L�: „iY�C.� F« r?,E_,rCl- IJIELE ItT? ,r-1F rEr;f-',; THE T ?;'E �i , Tliv .._._.i!_._LTL.. E 3 _ THRI- .7T CONIC RETE THRUST BLOCKS NT :, FIG, TE- NOTE HY �;, ^ T t iU T B EQUIPPED `,M]TH CHARLOTTES ILL E THREAD aril ` H IS THE LOCAL S 1 ND RL � I LENGTH OF BRANC-1-1 VA `IES „ 11 N� 2A %a I °'r , C, ..I � I I FT-. " ~` 1 b -ATE I N11 I L� " LiE'E.E *a �. . k , J II ,0 T: _,T _ hj; f t LiNCISRJR L S 1 ARLE SOIL.1 TEEt PINE I { _1I­IREAI7),ED ROES TO `;'HEr, THE OIL IS w,__,T`RE;E,E: C7R 'vVHE rAAINI IIA ALL 1NISTALLA:TION!S. HYDRANT J, TED IN .A ; ILL. '�,tl7 HCv -F - - :n .{ El THE ' , L E _ k�, C /N Fr', IF NIE `l ;A V, A IEEE. PILE SHALL BE I iL,E.[ AL?I.I ! "'NA UIPFORT N 5T E i. _L In?. alwilL.' Vk,EEP HOLE_" ` %r %ITi3 a P,;'a;`�'EL AND KEEP FREE OF k���klNCRETE: �L,Lr�IT.IP} A � ,r:P� __'�JEr^", Ik,''3at THE VIAIt^I T -) THE FIRE HYDRANT I C-LUDItl, i 3r ,E. , FII J, wH�L 1. ;AL °E. N', _ Lt C E ^`.,a? K FF.; .`'x HE 'FIRE ;-1'7_'R=°,N7 AND, ,, F 4. FHE: t,AIE „AL:E 1,._,`LD IPJ ,H0L,LI_yEI "�, LEHIND THE DITCH. IS NOT ALL&PIVED I"! "HE DITCH. I CH IFE. H k DkA,NIr !SHALL BE INSTALLED, AT 1 CkH NIS 'vYHERE elVEEP HOLE'__, ARE ABtD'di.: THE PRE rILINkG SRCllJNDN,lVArER ELE iIONI i RFXQ,IJIRECp TO B�t IN V° ET AREAS, THE WEEP HOLE" 'SHALL BE PLUG,'S;EE. AND THE H"_;'RANT 'SHALL BE PUM11PED DRY. TYPICAL FIRE HYDRANT AS'SEIABL1'` DETAIL. MI. T. S . FIG. � {li -4 T'LT - A - LA t�i:L' i!'? =EG' IT !t_', f w'Tli E CAPPED E",ILI_ PAINTED BLUE 14,1 REMOTE ARE '_= 7 , A ' ?VARKER Lt_.0 aT10f%E °'J.t,,Y BE S1_3E IE c �I D HIGH,. %;kY DE!-ARTIME.7T .APPR.O .AL, 1: FINN' -d -lEv t> --. C .I1._! 4 -: T'; Cs L E L O X 'Vx 1' L', Ei. X SATE, VALVE x BEARl1'JiS R.EA. NO 11, 1 REIVICT E ARE.-. S VAL'V'E Erb . E 'J L1. Cx.TEH D `_11X .b) i€'!_ -HE`_• AtBC %! _F,, T'YP'ICAL GATE VALVE NT -IG. aE„ _ - TD -3 FRAME & COVER (SEE FIG, S -'! - D,E =) `~•L0FED AREA —'""" STREET SURFACE 1 1 it'JON - PAVED AREA. 1 7 - C, ," N11 A N RUBBER L1- >A.TED STEEL .aTEI'_. ST iN PLA"E. PRECAST RElt'JF CR C ED _4 1. RETE SECTIONS 1 12' MIN . ";" R- 1Nc� - SELLS 16" MAX MINlMl-If ^vfl ELEVATION it DIFFERENCE ACROSS I'A H E7, I 4' -U FRC1M INLET Tc_i NUTLET .t SH A LL ' E 0.21- FEET. C k CC') N C R ET 1A IE`�, DEPTH OF FLUIn' FILLET` V HAhINEL TO BE 4 LJiAkIETEkP rT � I , CONTRIBUTINtS _ ,.:...f` A FILLETED INVERT E jT � , � r T TRA1,ISiTI +0t °.I C',+ FLO17", SETtiVEEh1w, "4y zt }; ;.s ' , INLET . k � OUTLET PIPE SHALL BE PROVIDED. rvi I N, 6 E, E D La I N (S N )TE W1 NO, 't.,,8 STS ENE I, E:EDIDIf °I' +G 1HIC KIN ESS RE��:,�UIREMENT SHh:'WN IS NIINIMUNOI AND SHALL BE SPECIFIC -ALLY DETERMINED BY THE CONSULTANT FORTE =OIL. CONDITIONS. 2. THE ClON)UI._TANT WILL DETERMINE WHETHER MAi'~,1HklLES SHALL HAVE. E> TEfllDED OR NDN EXTENDED L A'; E_S _. ALL JOINTS, LIFT HOLES, INLETS, CUTLETS TO BE-EALED & GROUTED INSIDE AND i_ UTE TYPICAL MANHOLE SECTION SHOWING BRAN I H TIE-IN NI T. FIG. S, I -A TD -21 Nz 'TE DIAAENSION GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL DiM�NSIC�N MET�'f�, SIZE I E,F Lli 1Ey�gTII E IFC?����r',i F'IIT--�E TN€' L L ;i,. .,.. 24 MIN ' 24 "rnlN INITIAL BACKFIL„ � Q M N MINI HIV! MIN,` ' — 6" BEDDING 1�' #1%E I'�Eii�.4,7 V �' "R ,`v, 4," BEC)DI G7 #63 SiONE <T1, l'-dE SHALL BE P F?O'''IC; ED STABLE SOIL ROCK S Q" 3 3" SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL 5' MIN. lU` T��IN STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND 4 S' .MiN. THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF MIN. GRt /\TF_R #68 STONE. TNAr� �" r'ac»oshr:s w.l_L Qr SUF3T�iITTED. FOUNDATION IN POOR SOIL UNDER — CUT CONDITION � n � Y jsl {N INITIAL BACKEILL UNSTABLE 3,, TITLE. DETAILS SOIL-- N MIN n OIL nTrN MIN #68 SLONE --- GRANUI.AR FILL AS ... - - APPROVED BY AC SA 0 ✓::; - -.; a � .?fir SS SOIL . UIL �R ROC I O Zs-,ABLE TABLE SOIL OR R _ C NOTE : 1. NO ROCKS SHALL. BE ALLOWED WITHIN 24" OF THE WATER LINES. DIHR BY: H 2-, NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL. BACKFILI_. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED 1N 6" LIFTS. SHEET NUMBER: 17 of 24 4, NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED FILE NAME: 311801 C_DET -3.dwg DISCIPLINE: CML IN THE TRENCH. DATE: 08/28/ 14 5, BELL HOLES SHALL BE DUCE OUT IN ALL CASES, DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NO. SHEET REVISION N-1 DATE NO. FIG. W - BY T 2 FRAME & COVER (SEE FIG, S -'! - D,E =) `~•L0FED AREA —'""" STREET SURFACE 1 1 it'JON - PAVED AREA. 1 7 - C, ," N11 A N RUBBER L1- >A.TED STEEL .aTEI'_. ST iN PLA"E. PRECAST RElt'JF CR C ED _4 1. RETE SECTIONS 1 12' MIN . ";" R- 1Nc� - SELLS 16" MAX MINlMl-If ^vfl ELEVATION it DIFFERENCE ACROSS I'A H E7, I 4' -U FRC1M INLET Tc_i NUTLET .t SH A LL ' E 0.21- FEET. C k CC') N C R ET 1A IE`�, DEPTH OF FLUIn' FILLET` V HAhINEL TO BE 4 LJiAkIETEkP rT � I , CONTRIBUTINtS _ ,.:...f` A FILLETED INVERT E jT � , � r T TRA1,ISiTI +0t °.I C',+ FLO17", SETtiVEEh1w, "4y zt }; ;.s ' , INLET . k � OUTLET PIPE SHALL BE PROVIDED. rvi I N, 6 E, E D La I N (S N )TE W1 NO, 't.,,8 STS ENE I, E:EDIDIf °I' +G 1HIC KIN ESS RE��:,�UIREMENT SHh:'WN IS NIINIMUNOI AND SHALL BE SPECIFIC -ALLY DETERMINED BY THE CONSULTANT FORTE =OIL. CONDITIONS. 2. THE ClON)UI._TANT WILL DETERMINE WHETHER MAi'~,1HklLES SHALL HAVE. E> TEfllDED OR NDN EXTENDED L A'; E_S _. ALL JOINTS, LIFT HOLES, INLETS, CUTLETS TO BE-EALED & GROUTED INSIDE AND i_ UTE TYPICAL MANHOLE SECTION SHOWING BRAN I H TIE-IN NI T. FIG. S, I -A TD -21 Nz 'TE I 3 i 1 I 1 I A SIDE ' \ /IEw i t i I I B DOOR HINGES € _ i HOLE DIAMETER DRILLED .75' FOR TOUCH READ t UNITS. t I 1 11} I I I I Y I i I F 1 ( TOP VIEW C I ? I f 1 I _w I _ s € f �„ F - - -- r I,A'' l i � LFi Lf�, - - - -- BNARINNNFSURFACE I LIFT HANDLE } 24 "� k 36" � ..... ... .. ......_ . _ _._ __ _._ .. .._ . ,- _.. _._ _..... _..,. � . t ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W -/A TD - iI R E N`I I T] I r.l G B A� I, I I__ L S I d ,_«. L L Nr� T_ 1_.1,1 T A I ,J ROCK MATERIAL I 'xv,.I LARGER R THAI ',, ,5 ' li'I �N°T LI'iEN ION '4 VI #" INITIAL BA_'I�.FIIrL'` ��i!N. { 6 LIFTS) ENI B,, F Di'.l E NJT THC.IROU(-.2-!Lr r:MP'ACTCQ SPRING LINE _ } BY HAND s'" f�,1- I" R k_) `s'' E D T[ PIPE M E ':L H A,h 1 t' L TAMPER 47k _- HA�UI�� {':_HI��'iG 6L ST °ENE 4" rr In J FC-)UNDAIION [SHALL B -E�' WHEN SOIL I,S L E ? .� ..l r'! C!' I T Ir_ h J _ ARE E �,1`�.1 � 1 . z ;B L 9� .. (ALL PIPE) 7 I E f= PA '� { r- t ° i' i ._? E_: E t�I _ �I `t I1 V r ,�ta E C.1 �:, I � � .^�, .7: t' "e DIAAENSION DIMENSION DiM�NSIC�N MET�'f�, SIZE I E,F Lli 1Ey�gTII E IFC?����r',i F'IIT--�E TN€' L 7p1r(li tv1r � Q C. 1�' #1%E I'�Eii�.4,7 V �' "R ,`v, 4," BEC)DI G7 ti't+`-'tP'> _) N ��". 3.':'i . <T1, l'-dE SHALL BE P F?O'''IC; ED 3 1' S Q" 3 3" 3" 5' MIN. lU` T��IN 6' PvIIN. 4 S' .MiN. 7 T' MIN. MIN. GRt /\TF_R TNAr� �" r'ac»oshr:s w.l_L Qr SUF3T�iITTED. I 3 i 1 I 1 I A SIDE ' \ /IEw i t i I I B DOOR HINGES € _ i HOLE DIAMETER DRILLED .75' FOR TOUCH READ t UNITS. t I 1 11} I I I I Y I i I F 1 ( TOP VIEW C I ? I f 1 I _w I _ s € f �„ F - - -- r I,A'' l i � LFi Lf�, - - - -- BNARINNNFSURFACE I LIFT HANDLE } 24 "� k 36" � ..... ... .. ......_ . _ _._ __ _._ .. .._ . ,- _.. _._ _..... _..,. � . t ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W -/A TD - iI R E N`I I T] I r.l G B A� I, I I__ L S I d ,_«. L L Nr� T_ 1_.1,1 T A I ,J ROCK MATERIAL I 'xv,.I LARGER R THAI ',, ,5 ' li'I �N°T LI'iEN ION '4 VI #" INITIAL BA_'I�.FIIrL'` ��i!N. { 6 LIFTS) ENI B,, F Di'.l E NJT THC.IROU(-.2-!Lr r:MP'ACTCQ SPRING LINE _ } BY HAND s'" f�,1- I" R k_) `s'' E D T[ PIPE M E ':L H A,h 1 t' L TAMPER 47k _- HA�UI�� {':_HI��'iG 6L ST °ENE 4" rr In J FC-)UNDAIION [SHALL B -E�' WHEN SOIL I,S L E ? .� ..l r'! C!' I T Ir_ h J _ ARE E �,1`�.1 � 1 . z ;B L 9� .. (ALL PIPE) 7 I E f= PA '� { r- t ° i' i ._? E_: E t�I _ �I `t I1 V r ,�ta E C.1 �:, I � � .^�, .7: t' "e "� E I I I V (h`i t -' f —' :—'' t� p u —i- i t tl �':� L � I Y T I !''I `•.::'� is E.�7._:.� i I 'r ! �.�:I i i _ _• � 4" 5� "4 �' �.° f"-I .°�. L L 4;. =.. y,r - ENTIRELY ,PVT �.,.:.,v.141 ILL�J . . a t!) i FI : i:'i b.af. .�I.,� I E,F Lli 1Ey�gTII E IFC?����r',i F'IIT--�E TN€' L 7p1r(li tv1r sP3F TtC-TE TEEh�a H SHALL r ::a =1=e ANNE) C(DNlr A!-: TI D, AND AL `.Tt_NES PROJECT. STONEFI ELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA #1%E I'�Eii�.4,7 V �' "R ,`v, 4," BEC)DI G7 ti't+`-'tP'> _) N ��". 3.':'i . <T1, l'-dE SHALL BE P F?O'''IC; ED 3."'u "�'HEPE FrCK iS ENaU�_=tJNTEREL PIPEE SHALL BLS II'°1SIA.LLED .DN <_A Ivill",10;IlM 5 E, ECIDIN . F NT �, .._ STONE ,TYPICAL SE'D'ER PIPE INSTALLATION IN T'REIS H �r FIG. - o� � RBE T F T � , , r J J! �A8 f ANAL ,= ENGINEERS SURVEYORS PLANNERS S ®CIATE Po Box 4119 Squaic Lynchburg, VA 2450'> Cl ul rtr� svilla, VA 22911 Phone: 434.316.6080 Phone 434.984.2700 W� wwaS noel ncs not DESIGNED U : PROJECT. STONEFI ELD BLOCK G FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA SET REV. No. 3 DRAWN BY. TLB DRAWING NUMBER: C -17 TITLE. DETAILS DIHR BY: H SHEET NUMBER: 17 of 24 WWA NUMBER: 213118.01 FILE NAME: 311801 C_DET -3.dwg DISCIPLINE: CML SCALE: H: AS SHOWN V. N/A DATE: 08/28/ 14 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE O� 3 -v O UI 000 M i 9 _j C3 Y m O 00 M N c� _o m v_ m 0 m W a0 N z t I' II II �1 I� 7pmtar� ''iar�e/ par®/■■ s�1 /pr�� //s.�� ° /rr�� / /ra��sea - -* /a i � d .6 SAN �W � V - . 1 >. ■ ■ i 1 OHE� 0HE E - Ong �� �°/ ei� • /s�i ® ■/r�i�v ®1siw" ° /eiion -- m °1° °// // 1��0�//■ r��// �r�f// �s•/ ps�®®/ ��5�■ I/r r�� //s��d / /sr�0� /�lriai /Yr ® //// /►� ■1• 1 IJ 1 ____0 W C7 E -- — - -, v _ - v, -- - _ -- JV V!,' � VV \�v d6 �; �, NJ , � 4J dv Vv i -�� )� Sl l� �,���,:,, V� , ✓" J�, ,�,""�.,`�`�"�� w� vv ,u ;� J4 JV do db �— o A S NO. SHEET REVISION .. r op ENGINEERS SURVEYORS RBE T F T PLANNERS AsSOCIATES I d 15- PO Box 4119 3040 Avemore Squue PI. �y Lynchburg, VA 24502 Chulotte ille, VA 22911 Phone: 434.316.6080 Phone: 434.984 2700 BY DATE N0. SHEET REVISION BY DATE "ONAL E� www.wwlssoctatesnel W - WSW - W I 10 Vv - -- — - BENCHMAffK_ CHISELED � -- -. _SQUARE-- - 460.98 i 1 IJ 1 ____0 W C7 E -- — - -, v _ - v, -- - _ -- JV V!,' � VV \�v d6 �; �, NJ , � 4J dv Vv i -�� )� Sl l� �,���,:,, V� , ✓" J�, ,�,""�.,`�`�"�� w� vv ,u ;� J4 JV do db �— o A S NO. SHEET REVISION .. r op ENGINEERS SURVEYORS RBE T F T PLANNERS AsSOCIATES I d 15- PO Box 4119 3040 Avemore Squue PI. �y Lynchburg, VA 24502 Chulotte ille, VA 22911 Phone: 434.316.6080 Phone: 434.984 2700 BY DATE N0. SHEET REVISION BY DATE "ONAL E� www.wwlssoctatesnel W - WSW - W IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' DESIGNED BY: PROJECT: SET REV. NO. RU STONEFI ELD BLOCK G S? 3 DRAWN BY: FINAL SITE PLAN TSB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: ACCESSIBLE ROUTE /HEAVY DUTY ASPHALT PLAN C -18 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 213118.01 311801C_DET- -4.dwg CML H NIA 08128114 18 of 24 i Vv - -- — - BENCHMAffK_ CHISELED � -- -. _SQUARE-- - 460.98 i IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 30' DESIGNED BY: PROJECT: SET REV. NO. RU STONEFI ELD BLOCK G S? 3 DRAWN BY: FINAL SITE PLAN TSB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: ACCESSIBLE ROUTE /HEAVY DUTY ASPHALT PLAN C -18 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 213118.01 311801C_DET- -4.dwg CML H NIA 08128114 18 of 24 v► 3 I 2 W U, O J Y J m O QO N / Y V O m C O I c W ao N / 3 v N 2 W UI O 00 J C9 Y J m O N / Y v O m m c O N c W 00 N / z EROSION & SEDIMENT CONTROL NARRATIVE 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 TRANSPORTATION'S 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. 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. 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. 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 GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT 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 PLAIN 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- 2078). 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. 1 REVISED NOTE 2 IN THE SEQUENCE OF CONSTRUCTION RU 12,/22/14 � 0� � .® DESicNE Rv : PROJECT: SET REV. N0. W' STONEFI ELD BLOCK G s t r ENGINEERS DRAWN BY: FINAL SITE PLAN 3 SURVEYORS TLB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: Z � RBE T F T � PLANNERS IDIHR BY: EROSION AND SEDIMENT CONTROL NARRATIVE &DETAILS C -20 AsSOMATES H� �Q� ! ! PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I0NAL � G Phone: 434swww. o ciates 434.984.2700 CML H: AS SHOWN �aww v,�w�associ,�tt�s.nel 2131 18.01 311801 C_ENS -ENS V. NIA 000/28/14 20 Of 24 3 v Z W UI O �D J C9 Y J m O M N / C9 Y V O R1 G O N m W 00 N Paved construction entrance for erosion control plans O,`NSTRU wTIO ACCIE SS —y 5V -2A ASPHALT C Oi RSE 2% " MIN, 21A AG5REGAT_ EASE PROAL (' MPN., r / ASPHALT PAVED vita SHRACK EXIST 2% 27 1 FA'v'F a 2X 2 NIX* -PC S T0 DRAINAGE *MUSZ1 EXT Nv E jLE tM1) irI A, TO SEDIVE T C'r INGRESS AND EGRESS TRAPPING, DEVICE 0PE RAT 0 PLAN fI A nil ii nt ii water tali of 1 inch tuuzA be installed N "with'a lnin nluil 1 itich liallcock shilltoffvalve st11311tlh*g a wash hose )Ntitli a diameter of 1.; in ches for ade(piate constant laresstim Wasli water nntnst be carried away from the enitraince to an alal ro 'ed settlini_g area to remove sedinienit. .0 se&uent shall be prevented froin enter�ug storni drains, ditches or atercolirses. PAVED WASH RACK CE O SCALE 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. r FLOW 1= I I I 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH �IIPi 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood & Wyant TYPICAL ORIENTATION OF TREA TMENT 1 (SOIL STABILIZATION BLANKET) SHALLOW ON SHALLOW SLOPES, STRIPS OF NEFTING 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. 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 Illii SF GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER RUNOFF WATER SEDIMENT CONCREFE GUTTER 'r �j ..... .J�. r :ice alll �IIIIII �II Il _111111 � SPE'OrIC APPLICATION THIS METHOD OF INLET PROIEC'TION IS APPLICABLE AT C'LIRB INLETS INLET DRAINS WHERE PONDING IN FRONT OF THE STRUCTURE IIT NOT LIKELY TO CAUSE 'THAN 5 %) INCONVENIENCE OR DAMAGE TO ADJACENT ,STR11C I'URES AND UNPROTECTED EF( , EEDING AREAS. METHOD SHALL NOT APPLY TO * GRAVEL ;SHALL BE VDOT ,#3, #357 OR 5 COARSE AGGREGATE. �P OR HIGHWAY MEDIANS. �P PLATE. 3.05 -t SOURCE: VA. DSG1C TAMP CHECK SLOT FIRMLY N 6" TO 12" N JUNCTION SLOT TAMP 12" FIRMLY *CHECK SLOT I I I 1 1" TO 2" I I I I I I I I I I I I Z VAR. VAR. 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 -COMBINATION-BLANKETS 0 F- PLATE: 3.36 -1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS TERMINAL FOLD 0 PLATE: 3.36— PLATE 3.07 SILT FENCE DROP INLET PROTECTION 2 X 4' WOOD FRAME Is, OWN *SN U STAKE DRDP INLET aME ELEVATION OF' STAKE AND FABRIC ORIENTATION- SPECIFIC APPI,IC',ATION I I 1' MIN. lJ DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER 'THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT EF( , EEDING 1 C.F.S.) ARE TYPICAL,. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOtkS, SUCH AS IN STREET OR HIGHWAY MEDIANS. �P 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 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 -110 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). �F = DESIGNED BY. PROJECT: SET REV. NO. r RU STONEFI ELD BLOCK G 3 ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: ne Z � � D1HR eY: TITLE: �� T F T PILANNERS ,�r '� SSCJLATES Ham, EROSION AND SEDIMENT CONTROL DETAILS C -21 •�aM�h � r t � � t � ^�Y� PO i3ox 4119 3040 Avemore Square Pl. Lyuchbutg, VA 24502 Clmc9ottasrlla, VA,.2911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: �1S'S, ��. Plrono: 434.316.6080 Phoiner 4'14984?700 C/r/L H: AS SHOWN fQ E 213118.01 311801C_ENS -3.dwg V: N/A 0828/14 21 of 24 NAL www.wwassociatcs.net N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE °�I' �1 o �v Ii.W.II X O ° n j A J X O S ONE,- DGE- -A ` - -- - - - - -- - - -- _ - °I (1) 1 � � o a — – r- --— X S I 1 -J PB (2) PB (2) PB (2) PB (2) o r, G G3 1V(3 1211 00s Vib �1 - �, _• �1 �a,j, ;X , ! O . GT o 3.0' TREE C — t — -- — '! — — I iii T A N -�S -- N.J. -- NVS� � - ��_ -_ H - W — �� — W = X o �AAkyz � �Q 4° w �G CpT I T I - f O I 14 w, 3 X66 ,' -� - �� I G;T C (1 V W - - - PL (3) I — I 3 L.. i ,{ .- �� W FIRE ,E Q „p RISER (3) G1 I 6�1 I – �, j - �► �,► z A 6, 000 sf I (\ IV - :I IG i(2�� r ?� PL 11 PL 2 - (8) L 111) II ( ) O ,� a C<O _ m W - W -- -- ��� - �- A- OH E - H E OH NOTE: FOR LANDSCAPING WEST OF CENTERLINE OF STONERIDGE AVENUE SEE LANDSCAPE PLAN ON THE APPROVED PLAN ENTITLED "STONEFIF,LD BLOCKS F & FINAL SITE PLAN ". DRAIA! ? ;NG NUMBED' C -32 AND C -31 LINE OF STONERIDGE AVENUE EXISTING EVERGREEN SCREE 'l (Ti (NOT INCLUDED IN LANDSCk -)E CALCULATIONS.) NG LANDSCAPING (Ti INCLUDED IN LANDSCAPE ILATIONS UNLESS LABELED.) w — w -- w 480 470 460 �I Z D v 1z ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone; 434.984.2700 www.wwassociates.net BENCHMARK CHISELED SC�IIARE 460.98 IF THIN. DRAWING I' A REDUC N GRAP; '.iC SCALE LUST BE U�' � SCALE: 1 " = 30' 30 0 3t DESIGNED � : PROJECT: STONEFI ELD BLOCK G � � SE-1 REV. N0. DRAWN BY: FINAL SITE PLAN 3 rLe ALBEMARLE COUNTY, VIRGINIA DRA "ZINC NUM R: - DiHR BY: TITLE: LANDSCAPE PLAN C -22 HFIN ,- WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHF ` -T NUMBEI, 213118.01 311801C_LS—l.dwg CIVIL H: I" = 30' 08/2,,-9/14 -"2 Of 24 V: N/A 0 rt W w W W- W 460 �I Z D v 1z ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone; 434.984.2700 www.wwassociates.net BENCHMARK CHISELED SC�IIARE 460.98 IF THIN. DRAWING I' A REDUC N GRAP; '.iC SCALE LUST BE U�' � SCALE: 1 " = 30' 30 0 3t DESIGNED � : PROJECT: STONEFI ELD BLOCK G � � SE-1 REV. N0. DRAWN BY: FINAL SITE PLAN 3 rLe ALBEMARLE COUNTY, VIRGINIA DRA "ZINC NUM R: - DiHR BY: TITLE: LANDSCAPE PLAN C -22 HFIN ,- WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHF ` -T NUMBEI, 213118.01 311801C_LS—l.dwg CIVIL H: I" = 30' 08/2,,-9/14 -"2 Of 24 V: N/A 3 v N J UI 0 i J Z c� Y J m 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 10% 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 __ 57, 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 BLOCK G LANDSCAPE SCHEDULE CALCULATIONS CALCULATIONS QTY CODE QTY BOTANICAL / COMMON NAMES Type SIZE ROOT SPACING / 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 acerifolia 'Bloodgood' / Bloodgood London' Plane Tree UNIT TOTAL AB 16 Acer buergeranum / Trident Maple Shade T B &B A.S. 125 2,000 AF 5 Acer ginnala'Flame' / Flame Amur Maple Shade T B &B A.S. 206 1,030 AR i,20 Acer rubrum 'Autumn Flame'/ Autumn Flame Red Maple Shade 2 1/2 °c B &B A.S. 177 3,540 PA 14 Platanus aced folia 'Bloodgood' / Bloodgood London Plane Tree Shade 21/2 "c B &B A.S. 368 5,152 GT 31 Gleditsia triacanthos var. inermis 'Skyline'/ Thornless Honeylocust Shade 3112 "c B &6 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 2 1/2% B &B A.S. 366 2,928 Ornamental (Flowering) Trees Ornamental (Flowering) Trees UNIT UNIT TOTAL AG 16 Amelanchiergrandiflora'Autumn Brillance'/ Autumn Brilliance Serviceberry Ornamental 8` B &B A.S. 130 2,080 CC 7 Cercis canadensis / Eastern Redbud Ornamental T B &B A.S. 124 868 26 Cercis canadensis / Eastern Redbud Evergreens Trees 7' B &B A.S. 124 UNIT TOTAL , 10 1 Ilex opaca / American Holly Evergreen 6 -8' B &B A.S. 56 56 JV 12 Juniperus virginiana / Eastern Red Cedar Evergreen 10' B &B A.S.' 16 192 PB 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 P 22 143 Total Trees Provided Total Tree Canopy Area Provided 32,839 A.S. 41 Shrubs / Groundcover I Greenscreen XCL 39 XCupressocyparis leylandii / Leyland Cypress Evergreen UNIT TOTAL I 55 ilex glabra 'Shamrock'/ Shamrock Inkberry TP #5/30" B &B A.S. 0 0 IV 24 Illex verticillata 'Red Sprite' / Red Sprite Winterbe ny #5130 " B &B A.S. 41 984 PL 95 Prunus laurocerasus 'Otto Luyken' / Otto Luyken Cherry Laurel #5/30" B &B A.S. 0 0 VD 16 Viburnum dentatum / Arrowwood Viburnum 5' B &B 2'/ A.S. 31 496 VS 15 Viburnum setigerum / Tea Viburnum 5' B &B A.S. 0 0 LIR 104 Lidope muscari 'Big Blue' Big Blue Lidope #5/30" #1 Cont. 18" O.C. 0 0 29 Euonymus alatus 'Compacts'/ Compact Winged Euonymus #5130" B &B A.S. 0 0 I 55 309 Total Shrubs/ Groundcover/ Greenscreen Provided Total Shrub Canopy Area Provided 1,480 A. S. ]Total Canopy Area Provided IV 46 Illex verticillata'Red Sprite' / Red Sprite Winterberry #5/30" 34,319 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 10% 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 __ 57, 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 06 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 ". N i Y v 0 m v_ a� c 0 1 CONFLICTS WITH LIGHTING DESIGN RESOLVED. PCS 11/20/14 W' 2 ADDRESSED ARB COMMENTS. PCS 1/12/15 c W 3 ADDRESSED ARB COMMENTS. PCS 2/2/15 ao NO. SHEET REVISION BLOCK G PARKING LANDSCAPE SCHEDULE CALCULATIONS CODE QTY BOTANICAL / COMMON NAMES AREA OF TREE IN SF. TOTAL AREA IN SF. SIZE ROOT Shade Trees UNIT TOTAL AR 16 Acer rubrum 'Autumn Flame'/ Autumn Flame Red Maple 177' 2,832 PA 4 Platanus acerifolia 'Bloodgood' / Bloodgood London' Plane Tree 368 1,472 t OP 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 T B &B A.S. 206 32 Total Parking Trees Provided 58 8,712 06 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 ". N i Y v 0 m v_ a� c 0 1 CONFLICTS WITH LIGHTING DESIGN RESOLVED. PCS 11/20/14 W' 2 ADDRESSED ARB COMMENTS. PCS 1/12/15 c W 3 ADDRESSED ARB COMMENTS. PCS 2/2/15 ao NO. SHEET REVISION BY DATE 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 "F" & "G ": 909,790 SQFT PERCENT OF TREE COVER REQUIRED: X 10% REQUIRED CANOPY COVER: 90,979 SQFT PROPOSED PERMANENT CANOPY: 99,052 SQFT BY I DATE VOFy i 2- ID -15', , ONAL 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 RELO "ATION. 5. OBTAIN APPROVAL FROM OWNEi- 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 ARE =S 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. 11.LOW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. WIA�__ ENfGINEERS El SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Aw more Square Pl. Lynchburg, VA 24502 Charlotaesville, VA 22911 Phone: 434.316.6080 Phone:', 434.984.2700 www.wwassociates.met ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS LEGEND PLANTING AREAS IN ENHt,,NCED PEDESTRIAN CORRIDORS DESIGNED BY: PROJECT: SET REV. NO. RU STONEFI ELD BLOCK G 3 FINAL SITE PLAN DRAWN BY: TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: _ _. TITLE: DIHR BY: LANDSCAPE DETAILS C -23 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: SHEET NUMBER: 213118.01 311801C_LS-2.dwg CIVIL H: AS SHOWN 08/28/14 23 Of 24 V. N/A BLOCKS F & G LANDSCAPE SCHEDULE CALCULATIONS CODE QTY BOTANICAL/ COMMON NAMES Type SIZE ROOT SPACING! 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 T 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 I PA 32 Platanus acediblia'Bloodgood'/ Bloodgood London Plane Tree Shade 21 /2ac B &B A.S. 368 11,776 GT 87 Gleditsia triacanthos var. inermis 'Skyline'/ Thornless Honeylocust Shade 31/2 "c B &B A.S. 424 36,888 Q I 42 Quercus phellos 'QPSTA' / Hightower Willow Oak Shade 21/2 "c B &B A.S. 370 15,540 UP 15 Ulmus paNfolia'Allee' / Allee Elm Shade 21/2 "c B &B A.S. 366 5,490 I Ornamental (Flowering) Trees UNIT TOTAL AG 23 Amelanchier grandiflora 'Autumn Brillance' /Autumn Brilliance Serviceberry Ornamental 8' B &B A.S. 130 2,990 AP 5 Acer griseum / Paperbark Maple Ornamental 8' B &B A.S. 88 440 I CC 26 Cercis canadensis / Eastern Redbud Ornamental 7' B &B A.S. 124 3,224 E' MS 4 Magnolia soulangiana / Saucer Magnolia Ornamental 8' B &B A.S. 145 580 Evergreens Trees UNIT TOTAL r 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 P 22 Picea abies / Norway Spruce Evergreen 10' B &B A.S. 41 902 XCL 39 XCupressocyparis leylandii / Leyland Cypress Evergreen 6' B &B A.S. 26 1,014 TP 41 Thuja plicata & cvs. / Giant Arborvitae (Atrovirens, Green Giant) Evergreen 6' B &B A.S. 8 328 473 Total Trees Provided Total Tree Canopy Area Provided 95,771 Shrubs/ Groundcover / Greenscreen UNIT TOTAL 4' EK 44 Euonymus kiautshovicus 'Manhatten' / Manhatten Euonymus #5/30" B &B A.S. 0 0 EA 29 Euonymus alatus 'Compacts'/ Compact Winged Euonymus #5130" B &B A.S. 0 0 I 55 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 k' 95 Prunus laurocerasus 'Otto Luyken' / Otto Luyken Cherry Laurel #5/30" B &B A.S. 0 0 VD 45 Viburnum dentatum / Arrowwood Viburnum 5' B &B 2'/ A.S. 31 1,395 VS 64 Viburnum setigerum / Tea Viburnum 5' B &B A.S. 0 0 PAT i 27 Polygonum aubertii / Silver Lace Vine #5 Cont. 36" 0 0 jLIR 336 Lidope muscad 'Big Blue' Big Blue Liriope #1 Cont. 18" O.C. 0 0 POK 72 Pennisetum odentale'Kadey Rose'/ Kadey Rose Fountain Grass #1 Cont. 24" O.C. 0 0 741 Total Shrubs/ Groundcover/ Greenscreen Provided Total Shrub Canopy Area Provided 3,281 t Total Canopy Area Provided 99,052 BY DATE 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 "F" & "G ": 909,790 SQFT PERCENT OF TREE COVER REQUIRED: X 10% REQUIRED CANOPY COVER: 90,979 SQFT PROPOSED PERMANENT CANOPY: 99,052 SQFT BY I DATE VOFy i 2- ID -15', , ONAL 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 RELO "ATION. 5. OBTAIN APPROVAL FROM OWNEi- 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 ARE =S 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. 11.LOW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. WIA�__ ENfGINEERS El SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Aw more Square Pl. Lynchburg, VA 24502 Charlotaesville, VA 22911 Phone: 434.316.6080 Phone:', 434.984.2700 www.wwassociates.met ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS LEGEND PLANTING AREAS IN ENHt,,NCED PEDESTRIAN CORRIDORS DESIGNED BY: PROJECT: SET REV. NO. RU STONEFI ELD BLOCK G 3 FINAL SITE PLAN DRAWN BY: TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: _ _. TITLE: DIHR BY: LANDSCAPE DETAILS C -23 HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: SHEET NUMBER: 213118.01 311801C_LS-2.dwg CIVIL H: AS SHOWN 08/28/14 23 Of 24 V. N/A 3 Ki i J UI 0 00 M J i m m 0 ao N m Y 0 m v C 0 W M N i . 1 I SHADE TREE PLANTING SCALE: NOT TO SCALE U) LY KUU I BALL WIDTH NOTES: STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY / MULCH ROOTBALL =OR ADJACENT DNS. AL LEADER. OR 2" MAX. =1NISH GRADE. BE PLACED IT & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. ZING TO LIMIT OF CANOPY q. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD - OF MULCH RING 'RADE NT PLANTING; kN FOR MATERIALS. ( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. kMPED 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. WIDTH 3 1 EVERGREEN TREE PLANTING SCALE! NOT TO SCAT F 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 MULTI -STEM TREE PLANTING CPAI r. AInT Tn CPAi c 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 01%AI C. dV1T TA Cr%AI C 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 FLAG, ONE PER WIRE -URN- BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF OVE FINISHED GRADE ECIFIED B" MIN. DEPTH MULCH EDGE IL, SEE SPECS. ) SUBBASE .ES, CUT AND _AP FROM TOP 3ALL 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.) bI im, VE -1 OF BURLAP FROM TOP OF No, 10",j�j�j���j �������� ��������� .�i OOTBALL 41 PLANTING SOIL MIX AS SPECIFIED . � M MI ii�� zii � ' 1 II H Vin` COMPACTED OR UNDISTURBED SOIL F II I n fum n TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL o DESIGNED v SET REV. N0. IT H : PROJECT: STONEFIELD BLOCK G �S � ENGINEERS DRAWN BY: FINAL SITE PLAN 3 wai SURVEYORS TLB ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: U RBE TF T ffm PLANNERS DIHR BY. TITLE: SSOCIAT HFyy LANDSCAPE DETAILS C -24 CharLot[esvllla, VA 22911 PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. 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C 75� ; -rs c TZ 4 2 9 8 t... . 2.9 5.8 4.8 85.�.0 4.4i► 4.6 49 3!�BL '5.4 6.0 `5.7 6.5 8" 1r4 2.6 1" 5 . 3.0 15 S .7 ° �$��� 2 7 4 3 7 3.3 4 4 3.9 2.7 1 .5 2. 5F1` =2 r 4­ Ct 5- 1-- t.44 #8 1t.� 1. f�AR�LLgSlfff TI AEI % POCE A3 - CONTROL E3 #644,8 I 6.2 .1 .3 .9 7 6 ® 2.0 3. 4,4 2.7 1.0 1.5 3.9 4.4 40 .8 L�' S 3 LJ t I # ' c PS #a. 1 • � 3.0 4.1 5.2 4 8.L_08L.21 "C 5.2 4.9 3.1;: 3.3 3.2 3.7 3.7 3.0 2.9 4. 2- 0.8 1.1 2.2 4.0 4 1 4. 3. b 8 7 #8.61 "C 6. + 5 •Q 1� H2 56,58,60,6 �,. 4 #�, ;,, LE ' A5 / L 6 e, 1 1 a" " POLE #A6 # #a, 1•c HEAVY DUTY UNDERGROUND J -BOXES P LE 1 •o o PO # 2 6 5 y 0.0 ^61'C3.2 5.0 I 4, r..0 .1 .5 .1 5.5 6. 3.4 2.9 2 6 Q 7 0.6 1.0 �. I p 5' FROM BUILDING FOR SITE LIGHTING n P L P PbA j e o 5 3.3 3.1 5.3 POWER. '1 I 2 8. 1 "C 22 �2 151�4C5.2 9.2 I�O��. {p 0.0 0. v WF 7.1 4 5.8 4. 7 O 1.7 0.9 4 3.5 " PARCEL G PANEL 63 I # ' "c _ 2. 8 2.4 6.0 ' 5. 5.5 5.5 .6 4. 0.1 ( 0 2 2.2 H2/64,66 7.6 4.4 _4.6 5.3 • 6.1r 4,0 4.3 5.4 5.0 4.0 4.1 4. 2 {Fib L3.FA0}UTY4.4 5.6 44 PANEL IN KIOSK H2/68,70,72,74,76,7 ' 68, 4C I i .7 .4 .7 4.0 4. 1. 20.9 2.7 2D. ,20.8.1 .7 .3 5 1' 12. c POLE #A7 0 2.6 2. #b 1 3. .7 2. 6 0.5 0.3 0. 0.1 5 I c 3,15,17,19 1 P o o » o ° o• } M N 8 8 4.2 HEAVY DUTY UNDERGROUND J -BOX 4 5. • 2. 43 • 28.4 5,5 2S. ,28.6•' .6 1 .9 1•.4 10. 8 » U` r 3.6 2.7I 3.6 4.4 4.4 3.5 3.1 4.3 4.3 3.4 24 3. 9® 0.4 I : ° 5' FROM BUILDING FOR SITE ' e 1 P L 1 #14 ) a, 1 c PARCEL G PANEL 3.8 LIGHTING POWER. .5 7.1 5 .1 .4 7.2 r .1 5.2 6 4.6 4. 2. 7.3 7.6 7.1 7.9 9.3 8.0 5I 1. 2 6.3 f 6. -59 6.8 .6 6. 7. 9 6.3 5.8 .3 0.4 ( 0. #4, 2' L8.7 7i+2 .9 .5 6.9 8.0 6.5 7.8 9.9 5.0 613.7 3.2 3.4 27 4.9 5.5 5.2 .1 I 1 �2 r . �i 4 P QLES 9 .2 0.4 0. z c L 1 ao P 1 PS POLE #A8 •o B IN 6 3.7 5�7 .4 fr30LE5.# 5 7.1 7.5 6.5 7.5 7.3 7 4 7.7 6.4 6.4 7.1 5 0.5 ( 0 #8, 1 "C #8. 1 "c - 0 LL 8 "c ! 1" U U U � 0.81 6.6 6 8 L �. 8' 1 .7 0.7 .1 .0 3 . 5. S 3 Z. .8 #�: L IN -- P #41� 8 1 P2 POL #10 . ALE # 5 3. I 41 2 2.9 100.0 8. S .lS,C l� 3. A. 4.3 4.2 4.5 5.1 6.5 6.�i 5.1 3.7 5.2 4.5 5.4 4,2 5.2 6.3 3.7 3.2 5.6 3.6 3.3 1.7 5.05.9 6+ .1 3.2 , OLE A9 POLE3.60.1 7.1 4. 3�. ® �.,� Ic iii 1191 i 4 >3 a 4. 3 44,_ .. :3_. Ip 6 # 1 #a 9 C/ L 1 B 6 if�1 3.9 4.0 1.8 0.8 2.1 5.9 - - 47.( 4.3 3.0 1.3 0.7 2.0 5.8L- _�_ v F / .78 2.0 0.9 0.7 2.1 4.7 _ _ Tl'- C7,71" _ _ 3.0/// S 2.6 0.7 0.5 1.3 2.7 2.5 2. . 8 1-1/4-C .0- 1 6.9 6.0 2.9 0.7 0.4 0.7 2.2 5.1 4.4 4.8 4.9 2.3 3.0 2.5 2.9 3.3 4.0 5.4 4.8 8.2 6.0 4.8 5.58 6.5 6.1 5.4 g 1" 1 ■1� ii! dAI04L0li � _�■ u�� ?�■ ^w- lt�iis "ZaiL +J _ . - I °'1G ' •:.��� r .t111�'1.�i aE�9Y>�:.•- fYitf�� r_ a■8�i,/14 �� ti,'s •j i ems+ a �a :� •• �• , t a • • i :+J: t it I�1 , ► _, _ _ u �1 ,il 11141 1. �' a1a► '. all 1 1 IUI 1 I 1 �, � � ul 1 I i� : � �a�.�";� / u e d- I � � < t• ' i I �" � l I � �, ^^- �� •- � I�) IliY� I- �I --- �.� 1' � 1411 1' 1 �� � ��1 (�1 �I "1� � L.,,� J IeIe rr I �.w�9 �a -: s �'Z�DLE 45T2 OLE W505 I' 7 ; :;. • -i•, `fin' \ t!• • yr1 II T a __ I _ Iii r4 , �E� I I ' ' � � � 1 11li � �, � �; I III ! ! ! ! � � ice!) I � I I • •�. � �" tw .8 4# 1° S �.. . 0.2 0'7` 2 5 3 0 S:5�� • i 1" 7 # 1 "6. 8.2v -5.7 4.6 5.5 5.5 6.7 7.6 6.2 8.7 5. PS .9� 5.8 3.6 4.5 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 0.0 0.0 0.0 0.0 --► PS #8, 1 "C 7 PACE 4D #8, 1'C PO ) 0.0 0.0 0.0 0.0 0.0 .8 2._9 L� o.0 4 e ... 5 I 61-"� X 0.0 o 0.0 °.0 o.POLEo 8 3 6 B. ` BAR tll _ 0.0 _ _ 11 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0•, L 3 # 3A 0 ° 1 .9 3. 43.1 - 0.0 0.0 POLE 66 ::.:.. P1 # '� POLE #14A 0.0 0.0 0 0.0 8.1 4C 3. P "J•""-5-:5 -- 4.1 #8 l.'6 1.1 2.9� 3. .1 01 - 5 55 0.0 68 POLE 69 0.0 0.0 0.0 0.. 0.0 2.7 0.0 0.0 0.0 ,0_ ° - 0.0.0 0.0 0 0.0 0.0 POLE #67 _0_0 0.0 0.0 0.0 0 .0 0.0 0.0 0.0 0.0 0.0 0,0 0,00 .0 0.0 0.0 0.6 o.J 0.0 0.0 0.0 0.0 FIBERGLASS LIGHT POLE S -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" r#12 GROUND WIRE TO JUNCTION & jNUNE FUSES TO FIXTURES HAND HOLE /COVER POLE #XX •HX /XX,XX' O 2' -9' MTAL OMW � i JOINT 1 -1/2" BELOW TOP OF R . (III ` III(. •' '(III''•, FINISH GRADE ELECTRICAL CONDUIT FOR -�' GROUNDING CONDUCTOR ELECTRICAL CONDUIT(S). ALUMINUM TUBE EMBEDDED .'.a QUANTITY AS REQUIRED IN CONCRETE BASE J 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 MINIMUM SITE LIGHTING PLAN SCALE: 1" = 60' -0" NOTE: LIGHT LEVELS SHOWN ARE IN FOOTCANDLES (FC). LIGHT LEVELS SHOWN ARE INITIAL LIGHT LEVELS (1.0 LLF). LIGHTING FIXTURE SCHEDULE ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT FIXTURE REMARKS COOPER GSM -AM- 400- MP- MT -AS- VALMONT 20' -0" ABOVE FINISHED GRADE. ROUND 1 -400W PSMH © FG -BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 2 TAPERED FIBERGLASS /ALUMINUM POLE MCGRAW EDISON VENTURE BALLAST ALUMINUM (VALMONT COSTCO- 115 -10 -20 POLE). POLE SEE DETAIL. FIXTURE SHALL BE POWDER PAINTED, ELECTRO- STATIC APPLICATION COOPER GSM -AM- 400- MP- MT -AS- VALMONT POLE SHALL HAVE A MIN EPA =10 FOR -BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 1 100 MPH WIND MCGRAW EDISON FG VENTURE BALLAST 1 -400W PSMH ALUMINUM POLE COOPER GSM -AM- 400- MP- MT -3V- VALMONT P1 MCGRAW EDISON FG -BZ W/ MA1007 W/ 1 -SOW PSMH ALUMINUM FIBERGLASS/ 450 1 VENTURE BALLAST POLE COOPER GSM -AM- 400- MP- MT -AS- VENTURE VALMONT 450 2 MCGRAW EDISON FG -BZ W/ MA1007 W/ FIBERGLASS/ VENTURE BALLAST (MULTETAP 1-400W PSMH ALUMINUM PREWIRED TO 240V) POLE COOPER GSM -AM- 400- MP- MT -AS- VALMONT MCGRAW EDISON FG -BZ W/ MA1007 W/ 1 -SOW PSMH ALUMINUM FIBERGLASS/ 450 1 VENTURE BALLAST ( UM LTITAP PREWIRED TO 240V) POLE COOPER GSM -AM- 400- MP- MT -3V- VALMONT ® MCGRAW EDISON FG -BZ W/ MA1007 W/ VENTURE FIBERGLASS/ 450 1 VENTURE BALLAST (, ULM TITAP 1-40OW PSMH ALUMINUM PREWIRED TO 240V) POLE SELUX DSC6- R3- L7- H07OT6- 942 -15 -BZ PHILIP ELITE 121 80 1 -277 W /A35- 12- BZ -BC1 POLE CDM -7 STRAIGHT 1 -70W T6 ROUND ALUMINUM SELUX DSC6- R3- L1- H07OT6- 942 -15 -BZ PHILIP ELITE 121 80 1 -208 W /A35- 12- BZ -BC1 POLE CDM -7 STRAIGHT (SAME AS 'XB, EXCEPT WITH 2O8V 1-70W T6 ROUND ALUMINUM #8 1 C 8, 1 B 6 OPAROEL7 t 15/NE Lo.3 6.9 6.5 8.5 7.9 8P 9.2 #1 .9 .4 0( 0.1 B POLE #A16 ##4, 'c 6 7. 7 2 .9 4�6 � 7 9.8 .4 06 0.1 P2 2.4 6. 9. 4 3 P F?OLI .6 0.6 0.1 E 1 F 2.6 5.9 5.1 5.6 5.7 6.7 5.7 5.7 7.2 6.3 5.7 5.6 3 0.5 .1 !YPOLE #A17 - - #6, 1 "C 2.8 2 3. 3 8 .7 2.7 3. 4.0 .0 2.7 1.7 0.4 0- 8 1'C #' 9-�- 2.1 L 2 23 .6 2.1 2 3 _ 26 3. 2.7 2.0 2.6 3.4 4 3 0 0. 3 o�' .o �3� P '� POLE #A18 P10LE 4 .j17 2 z 98 c o. 8, 1C I r iyP 1.8 25 3.3 2.6 1.8 2_.4 26 yy 0 ® I 0' #A19 POLE 0 _ (. • G 0. 1 "C ..0.2 0.2 0.3 .02 0.1 01 0:'1 ' "" 0.1 0.1 0.0__ - -(D.0 0.0 0.0.0 m 6 0.1 B OLE #A20 W 0.0 3 0.0 A I i 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U:0 0.0 0.0 GENERAL NOTE: SITE WORKS (BEYOND 5' OUTSIDE BUILDING) ARE TO BE DONE BY SITE DEVELOPER. SITE DEVELOPER SHALL PROVIDE TELEPHONE CONDUITS, FUEL FACILITY CONDUITS, SITE LIGHTING FIXTURES AND WIRING, POLES, CONCRETE POLE BASES, ETC. AS SPECIFIED ON SHEETS SITE DEVELOPER PLANS. SITE DEVELOPER TO RUN HOME RUNS FOR SITE LIGHTING TO 5' OUTSIDE OF BUILDING, LOCATIONS AS NOTED ON SITE PLAN ABOVE. SITE DEVELOPER TO PROVIDE'. HEAVY DUTY, TRAFFIC -GRADE J -BOXES WITH EXCESS WARES IN J -BOXES ENOUGH TO REACH PANEL H2 OR H8, MINIMUM OF 50 - -0 PROVIDE NECESSARY PHYSICAL AND WEATHER PROTECTION FOR (EXCESS WIRES. WIRES FROM THE FIRST POLE (HOME RUN) TO PANEL H2 OR H8 SHALL HAVE NO SPLICING. SITE DEVELOPER AND E.C. TO COORDINATE TO MAKE SURE COMPLETE INSTALLATION WILL BE PROVIDED. INCLUDE ALL CHARGES IN BID. SITE NOTES: O E.C. TO COORDINATE WITH SITE DEVELOPER /CIVIL ENGINEER TO ROUTE SITE LIGHTING TO PANELS H2 & H8. SEE PANEL SCHEDULES FOR SITE LIGHTING CIRCUITS. �2 E.C. TO PROVIDE LAMACOID LABEL ID ON THE POLE. LABEL POLE NUMBER AND CIRCUIT NUMBER PER PLAN. EXAMPLE: POLE #1, H2/54,56. 3 "X5" LABEL. 1/2" HIGH WHITE LETTERS ON BLACK BACKGROUND. ATTACHED WITH 3/16° WIDE FLANGE RIVETS 6" ABOVE HAND HOLE. Q E.C. TO PROVIDE COPPERWELD 5/8" 0 X 10' LONG GROUND ROD AT THE LIGHT POLE TYP. BOND GROUND WIRES TO GROUND ROD. ® PROVIDE 6" EXTERNAL HOUSE SIDE SHIELD O E.C. TO COORDINATE W/ FUEL FACILITY E.C. TO CONNECT TO ELECTRICAL PANEL TO SEAL UNDERGROUND CONDUITS WITHIN 10' OF ENTERING GROUND ON BOTH ENDS. SEAL POLE AND ASSOCIATED J -BOX. PROVIDE EXPLOSION -PROOF -RATED J -BOX AND OTHER ELECTRICAL DEVICES NEAR FUELING FACILITY. REFER TO NEC ARTICLE 514. © E.C. TO MAKE SURE FIXTURES ARE 208V PRIOR TO INSTALLATION. ALL FIXTURES IN FRONT PARCEL (NON - COSTCO SITE) ARE TO BE 208V. FAILURE TO MATCH THE VOLTAGE MAY DAMAGE THE FIXTURES. • H F-I - �4 0 a 0 w Y W T U J Y Q u O N En c� D iii Q C) z C? L 0 N U) c� D a a 0 Li V) V) 0 z w U z w it w w U w U Q w J O U 3z Z LLJ H ow w O OZ w 00 0 U Ld � lz w_ mZt Q 0 z w :2 w U � 01- � 0 I z� LL. 0� IL 0 c z0 0 0 N d- I 0 z U w 0 0- ;f< a ; a i� z r i f x ; E` f r i f ! 1x t -- ig f r cfD � I Lo co 0 rn r to t o I �••I rd'Ic� ~ 02 � z W ., zWOZ w H O c�wx C-I CIO raxarc n f .... x n Q C-) L) �� r E �•�-� C, o N w® Imo ®, { LT ) N� W F-+-i z e. S xx :.:. :u' � �I1 �` Illi x SE-2 i g #8 1 C 8, 1 B 6 OPAROEL7 t 15/NE Lo.3 6.9 6.5 8.5 7.9 8P 9.2 #1 .9 .4 0( 0.1 B POLE #A16 ##4, 'c 6 7. 7 2 .9 4�6 � 7 9.8 .4 06 0.1 P2 2.4 6. 9. 4 3 P F?OLI .6 0.6 0.1 E 1 F 2.6 5.9 5.1 5.6 5.7 6.7 5.7 5.7 7.2 6.3 5.7 5.6 3 0.5 .1 !YPOLE #A17 - - #6, 1 "C 2.8 2 3. 3 8 .7 2.7 3. 4.0 .0 2.7 1.7 0.4 0- 8 1'C #' 9-�- 2.1 L 2 23 .6 2.1 2 3 _ 26 3. 2.7 2.0 2.6 3.4 4 3 0 0. 3 o�' .o �3� P '� POLE #A18 P10LE 4 .j17 2 z 98 c o. 8, 1C I r iyP 1.8 25 3.3 2.6 1.8 2_.4 26 yy 0 ® I 0' #A19 POLE 0 _ (. • G 0. 1 "C ..0.2 0.2 0.3 .02 0.1 01 0:'1 ' "" 0.1 0.1 0.0__ - -(D.0 0.0 0.0.0 m 6 0.1 B OLE #A20 W 0.0 3 0.0 A I i 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 U:0 0.0 0.0 GENERAL NOTE: SITE WORKS (BEYOND 5' OUTSIDE BUILDING) ARE TO BE DONE BY SITE DEVELOPER. SITE DEVELOPER SHALL PROVIDE TELEPHONE CONDUITS, FUEL FACILITY CONDUITS, SITE LIGHTING FIXTURES AND WIRING, POLES, CONCRETE POLE BASES, ETC. AS SPECIFIED ON SHEETS SITE DEVELOPER PLANS. SITE DEVELOPER TO RUN HOME RUNS FOR SITE LIGHTING TO 5' OUTSIDE OF BUILDING, LOCATIONS AS NOTED ON SITE PLAN ABOVE. SITE DEVELOPER TO PROVIDE'. HEAVY DUTY, TRAFFIC -GRADE J -BOXES WITH EXCESS WARES IN J -BOXES ENOUGH TO REACH PANEL H2 OR H8, MINIMUM OF 50 - -0 PROVIDE NECESSARY PHYSICAL AND WEATHER PROTECTION FOR (EXCESS WIRES. WIRES FROM THE FIRST POLE (HOME RUN) TO PANEL H2 OR H8 SHALL HAVE NO SPLICING. SITE DEVELOPER AND E.C. TO COORDINATE TO MAKE SURE COMPLETE INSTALLATION WILL BE PROVIDED. INCLUDE ALL CHARGES IN BID. SITE NOTES: O E.C. TO COORDINATE WITH SITE DEVELOPER /CIVIL ENGINEER TO ROUTE SITE LIGHTING TO PANELS H2 & H8. SEE PANEL SCHEDULES FOR SITE LIGHTING CIRCUITS. �2 E.C. TO PROVIDE LAMACOID LABEL ID ON THE POLE. LABEL POLE NUMBER AND CIRCUIT NUMBER PER PLAN. EXAMPLE: POLE #1, H2/54,56. 3 "X5" LABEL. 1/2" HIGH WHITE LETTERS ON BLACK BACKGROUND. ATTACHED WITH 3/16° WIDE FLANGE RIVETS 6" ABOVE HAND HOLE. Q E.C. TO PROVIDE COPPERWELD 5/8" 0 X 10' LONG GROUND ROD AT THE LIGHT POLE TYP. BOND GROUND WIRES TO GROUND ROD. ® PROVIDE 6" EXTERNAL HOUSE SIDE SHIELD O E.C. TO COORDINATE W/ FUEL FACILITY E.C. TO CONNECT TO ELECTRICAL PANEL TO SEAL UNDERGROUND CONDUITS WITHIN 10' OF ENTERING GROUND ON BOTH ENDS. SEAL POLE AND ASSOCIATED J -BOX. PROVIDE EXPLOSION -PROOF -RATED J -BOX AND OTHER ELECTRICAL DEVICES NEAR FUELING FACILITY. REFER TO NEC ARTICLE 514. © E.C. TO MAKE SURE FIXTURES ARE 208V PRIOR TO INSTALLATION. ALL FIXTURES IN FRONT PARCEL (NON - COSTCO SITE) ARE TO BE 208V. FAILURE TO MATCH THE VOLTAGE MAY DAMAGE THE FIXTURES. • H F-I - �4 0 a 0 w Y W T U J Y Q u O N En c� D iii Q C) z C? L 0 N U) c� D a a 0 Li V) V) 0 z w U z w it w w U w U Q w J O U 3z Z LLJ H ow w O OZ w 00 0 U Ld � lz w_ mZt Q 0 z w :2 w U � 01- � 0 I z� LL. 0� IL 0 c z0 0 0 N d- I 0 z U w 0 0- ;f< a ; a i� z r i f x ; E` f r i f ! 1x t -- ig f r cfD � I Lo co 0 rn r to t o I �••I rd'Ic� ~ 02 � z W ., zWOZ w H O c�wx C-I CIO raxarc n f .... x n Q C-) L) �� r E �•�-� C, o N w® Imo ®, { LT ) N� W F-+-i z e. S xx :.:. :u' � �I1 �` Illi x SE-2 i g GENERAL NOTE: SITE WORKS (BEYOND 5' OUTSIDE BUILDING) ARE TO BE DONE BY SITE DEVELOPER. SITE DEVELOPER SHALL PROVIDE TELEPHONE CONDUITS, FUEL FACILITY CONDUITS, SITE LIGHTING FIXTURES AND WIRING, POLES, CONCRETE POLE BASES, ETC. AS SPECIFIED ON SHEETS SITE DEVELOPER PLANS. SITE DEVELOPER TO RUN HOME RUNS FOR SITE LIGHTING TO 5' OUTSIDE OF BUILDING, LOCATIONS AS NOTED ON SITE PLAN ABOVE. SITE DEVELOPER TO PROVIDE'. HEAVY DUTY, TRAFFIC -GRADE J -BOXES WITH EXCESS WARES IN J -BOXES ENOUGH TO REACH PANEL H2 OR H8, MINIMUM OF 50 - -0 PROVIDE NECESSARY PHYSICAL AND WEATHER PROTECTION FOR (EXCESS WIRES. WIRES FROM THE FIRST POLE (HOME RUN) TO PANEL H2 OR H8 SHALL HAVE NO SPLICING. SITE DEVELOPER AND E.C. TO COORDINATE TO MAKE SURE COMPLETE INSTALLATION WILL BE PROVIDED. INCLUDE ALL CHARGES IN BID. SITE NOTES: O E.C. TO COORDINATE WITH SITE DEVELOPER /CIVIL ENGINEER TO ROUTE SITE LIGHTING TO PANELS H2 & H8. SEE PANEL SCHEDULES FOR SITE LIGHTING CIRCUITS. �2 E.C. TO PROVIDE LAMACOID LABEL ID ON THE POLE. LABEL POLE NUMBER AND CIRCUIT NUMBER PER PLAN. EXAMPLE: POLE #1, H2/54,56. 3 "X5" LABEL. 1/2" HIGH WHITE LETTERS ON BLACK BACKGROUND. ATTACHED WITH 3/16° WIDE FLANGE RIVETS 6" ABOVE HAND HOLE. Q E.C. TO PROVIDE COPPERWELD 5/8" 0 X 10' LONG GROUND ROD AT THE LIGHT POLE TYP. BOND GROUND WIRES TO GROUND ROD. ® PROVIDE 6" EXTERNAL HOUSE SIDE SHIELD O E.C. TO COORDINATE W/ FUEL FACILITY E.C. TO CONNECT TO ELECTRICAL PANEL TO SEAL UNDERGROUND CONDUITS WITHIN 10' OF ENTERING GROUND ON BOTH ENDS. SEAL POLE AND ASSOCIATED J -BOX. PROVIDE EXPLOSION -PROOF -RATED J -BOX AND OTHER ELECTRICAL DEVICES NEAR FUELING FACILITY. REFER TO NEC ARTICLE 514. © E.C. TO MAKE SURE FIXTURES ARE 208V PRIOR TO INSTALLATION. ALL FIXTURES IN FRONT PARCEL (NON - COSTCO SITE) ARE TO BE 208V. FAILURE TO MATCH THE VOLTAGE MAY DAMAGE THE FIXTURES. • H F-I - �4 0 a 0 w Y W T U J Y Q u O N En c� D iii Q C) z C? L 0 N U) c� D a a 0 Li V) V) 0 z w U z w it w w U w U Q w J O U 3z Z LLJ H ow w O OZ w 00 0 U Ld � lz w_ mZt Q 0 z w :2 w U � 01- � 0 I z� LL. 0� IL 0 c z0 0 0 N d- I 0 z U w 0 0- ;f< a ; a i� z r i f x ; E` f r i f ! 1x t -- ig f r cfD � I Lo co 0 rn r to t o I �••I rd'Ic� ~ 02 � z W ., zWOZ w H O c�wx C-I CIO raxarc n f .... x n Q C-) L) �� r E �•�-� C, o N w® Imo ®, { LT ) N� W F-+-i z e. S xx :.:. :u' � �I1 �` Illi x SE-2 i g ig f r cfD � I Lo co 0 rn r to t o I �••I rd'Ic� ~ 02 � z W ., zWOZ w H O c�wx C-I CIO raxarc n f .... x n Q C-) L) �� r E �•�-� C, o N w® Imo ®, { LT ) N� W F-+-i z e. S xx :.:. :u' � �I1 �` Illi x SE-2 i g r cfD � I Lo co 0 rn r to t o I �••I rd'Ic� ~ 02 � z W ., zWOZ w H O c�wx C-I CIO raxarc n f .... x n Q C-) L) �� r E �•�-� C, o N w® Imo ®, { LT ) N� W F-+-i z e. S xx :.:. :u' � �I1 �` Illi x SE-2 i g 3 v, i J UI N O 0 CL N N i 0 U m c O N c W N i 0 W S: W tk � - W ❑�� ) �� -. -- W - Nk H, I i t I : r 1 � I r J— _ t f � >a I 0 r- I 1 IF THIS DRAWING IS A REDUCTION 1 LANDSCAPE r (1 ARB COMMENTS 2 y, i J MODIFICATIONS FOR W tk � - W ❑�� ) �� -. -- W - Nk H, I i t I : r 1 � I r J— _ t f � >a I 0 r- I 1 IF THIS DRAWING IS A REDUCTION 1 LANDSCAPE MODIFICATIONS (1 ARB COMMENTS 2 y, i J MODIFICATIONS FOR ENTRANCE CHANGE 3 LANDSCAPE MODIFICATOINS PER ARB COMMENTS v? I 30 0 30 W tk � - W ❑�� ) �� -. -- W - Nk H, I i t I : r 1 � I r J— _ t f � >a I 0 RU 11- 115 -13 RU 2 -6 -14 RU 3 -7 -14 c NO. I SHEET REVISION BY I DATE I NO. SHEET REVISION T i OP �I ENGINEERS SURVEYORS En R . I PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg VA 24502 Charlol0. sville, VA 22911 Ci Phone: 434.316 6080 Phone 434984.2700 BY DATE �4SPI ONAL °' www.wwas ociatcs net I!� t li XCL (3) TP (3) XCL (3) TP (3) XCL (3) TP (3) XCL (3) TP (3) XCL (3) TP (3) XCL (3) s -' TP (3) m Y; IF THIS DRAWING IS A REDUCTION 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE 3 LANDSCAPE MODIFICATOINS PER ARB COMMENTS RU 11- 115 -13 RU 2 -6 -14 RU 3 -7 -14 c NO. I SHEET REVISION BY I DATE I NO. SHEET REVISION T i OP �I ENGINEERS SURVEYORS En R . I PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg VA 24502 Charlol0. sville, VA 22911 Ci Phone: 434.316 6080 Phone 434984.2700 BY DATE �4SPI ONAL °' www.wwas ociatcs net I!� t li XCL (3) TP (3) XCL (3) TP (3) XCL (3) TP (3) XCL (3) TP (3) XCL (3) TP (3) XCL (3) s -' TP (3) m Y; IF THIS DRAWING IS A REDUCTION ;..�.,.,, GRAPHIC MUST BE USED "M: XCL .SCALE SCALE: M 1 30 30 0 30 IN i ' - I .: TP (1) I : , e �G (2) \ _ AM j MATCH -ONE DWG N0. C-33 r L (3) - - -- : ..,..: z -- — —I i- oESIGNE PROJECT. SET REV. N0. JDe. STONEFIELD BLOCKS F & G � FINAL SITE PLAN 5 DRAWN BY: REGIra ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: LANDSCAPE PLAN C -32 DIHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213042.25 304225C_LS—l.dwg CIVIL H: 1 " =30' 11/7/13 32 of 36 V: NIA cli UI O O O Mi w❑ w XCL (3) TP f3) /I DA �.`�:71»�:�J G�.+»'�ll ','' l f #I ; l l �` 9r -<' �%� II' ' I * ii 11 i i * NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE h ' P (2) T II (3) MATCH-"LJKE,'DWG NO.! !C-32 - ------- ,-.-7",rP (3) NOTES: X" (3) 1) 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. TP)f(3) 2) PLANT SCHEDULE SEE DRAWING NUMBER C-35. XCL (3) TP (3) XCL (3) TP (3) XCL.4'3) -�T 3) XCL (3) TP f3) /I DA �.`�:71»�:�J G�.+»'�ll ','' l f #I ; l l �` 9r -<' �%� II' ' I * ii 11 i i * NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ........................ �IXXXXXX::: h ' iiim al 1� ........................ �IXXXXXX::: a 3 I J U) N O O C O CL N 0 N O V O O U m c O N a� W O M N E-