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HomeMy WebLinkAboutSDP201300061 Plan - Approved 2014-04-113 U �I 0 c 0 a 0 ii 0 N i 0 a, U J) m 0 N c w N E STONEFIELD BLOCKS F & G SHEET N0. DRAWING N0. TITLE 1 OF 36 C -1 COVER SHEET 2 OF 36 C -2 PROFFERS 3 OF 36 C -3 GENERAL NOTES, ABBREVIATIONS & LEGEND 4 OF 36 C -4 GENERAL NOTES 5 OF 36 C -5 GENERAL EARTHWORK NOTES 6 OF 36 C -6 EXISTING CONDITIONS & DEMOLITION PLAN 7 OF 36 C -7 KEY PLAN 8 OF 36 C -8 SITE LAYOUT PLAN 9 OF 36 C -9 SITE LAYOUT PLAN 10 OF 36 C -10 SITE :AYOUT PLAN 11 OF 36 C -11 GRADI+JG AND DRAINAGE PLAN 12 OF 36 C -12 GRADING AND DRAINAGE PLAN 13 OF 36 C -13 GRADING AND DRAINAGE PLAN 14 OF 36 C -14 WATER do SANITARY SEWER LAYOUT PLAN 15 OF 36 C -15 WATER sft SANITARY SEWER LAYOUT PLAN 16 OF 36 C -16 WATER cc SANITARY SEWER LAYOUT PLAN 17 OF 36 C -17 STORM SEWER PROFILES 18 OF 38 C -18 STORM SEWER PROFILES 19 OF 36 C -19 SANITARY SEWER PROFILES 20 OF 36 C -20 WATERLINE PROFILES 21 OF 36 C -21 STORM DRAINAGE AREA MAP 22 OF 36 C -22 STORM DRAIN CALCULATIONS 23 OF 36 C -23 BMP ANALYSIS AREA MAP 24 OF 36 C -24 STORMWATER MANAGEMENT CALCULATIONS AND DETAILS 25 OF 36 C -25 DETAILS 26 OF 36 C -26 DETAILS 27 OF 36 C -27 DETAILS 28 OF 36 C -28 DETAILS 29 OF 36 C -29 EROSION AND SEDIMENT CONTROL PLAN 30 OF 36 C=30 EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS 31 OF 36 C-31 EIROSION AND SEDIMENT CONTROL DETAILS 32 OF 36 C -32 LANDSCAPE PLAN 33 OF 36 C -33 LANDSCAPE PLAN 34 OF 36 C -34 LANDSCAPE PLAN 35 OF 36 C -35 LANDSCAPE DETAILS 36 OF 36 C -36 LANDSCAPE DETAILS APPENDIX 1 OF 6 LT -1 SIITE LIGHTING PLAN 2 OF 6 LT -2A LIIGHTING DETAILS 3 OF 6 LT -2B LIIGHTING DETAILS 4 OF 6 LT -2C LIIGHTING DETAILS 5 OF 6 W -1 WALL DETAILS 6 OF 6 W -2 WALL 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.3 (WP02010- 00023) • STONEFIELD BLOCKS F & G ROAD PLAN 2. THE STONEFIELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 3. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENTS FOR A COMMERCIAL BUILDING FOR THE STONEFIELD DEVELOPMENT. THE IMPROVEMENT SHOWN FOR BLOCK F WILL REQUIRE ADDITIONAL PARKING TO BE CONSTRUCTED ON BLOCK G. 4. ADDITIONAL IMPROVEMENTS FOR BLOCK G WILL BE SUBMITTED UNDER SEPARATE COVER. 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11- 1:5 -13 2 REVISED PLANS PER ALBEMARLE COUNTY AND ACSA COMMENTS RU 1-31--14 3 REVISED PLANS PER ALBEMARLE COUNTY AND ACSA COMMENTS RU 3-11-14 ICI* SHEET REVISION BY I DATE I NO. SHEET REVISION FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA ZMA # 2001 -0007 ZMA # 2008 -0003 ZMA # 2011 -004 ZMA # 2011 -007 ZMA # 2013 -00009 VICINITY MAP SCALE: I"=2000' A LBF,M A AR T ,F, Ml INTY DFP A R TMF-VT A PPR n_X7 A T APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONING •j • ENGINEER INSPECTIONS 44 fvi ARB DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE A THORITY VIRGINIA DEPARTMENT OF TRANSPORTATION y g c HEALTH DEPARTMENT BY I DATE im Lic:, No. 12257 SITE DATA DEVELOPER /APPLICANT: ALBEMARLE PLACE EAAP, LLC, C/O EDENS, INC. 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (301) 652 -7400 ATTN: CHRIS HAINE, AIA EMAIL: CHAIN E®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 198. 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 & TM 61W, PARCEL 3 -19B ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR EXISTING USE: VACANT PROPOSED USE: RETAIL /COMMERCIAL TRASH: ON -SITE DUMPSTER MAXIMUM NUMBER OF EMIPLOYEES: 200 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 BLOCKS F AND G SHALL RANGE IN HEIGHT FROM ONE TO THREE STORIES TALL. BUILDING GROSS AREA: NET BUILDING AREA = 148,492 SF EXTERIOR WALLS = 1,938 SF NET PUMP ROOM = 317 SF NET ENCLOSED CANOPY = 3,373 SF TOTAL = 154,120 SF LAND USE SCHEDULE: PROPOSED TOTAL PARCEL 918,093 SO FT (21.08 AC.) TOTAL BLOCKS F & G 909,790 SO FT (20.89 AC.) 100% BUILDINGS (FOOTPRINT) 154,120 SO FT (3.54 AC.) 17.0% ROADS /PARKING 597,643 SO FT (13.72 AC.) 65.7% GREEN SPACE 130,130 SO FT (2.99 AC.) 14.3% CIVIC SPACE 24,536 SO FT (0.56 AC.) 2.7% IMPERVIOUS AREA 635,219 SO FT (14.58 AC.) 69.8% FUELING FACILITY AREA 26,312 SO FT (0.60 AC.) 2.9% RECREATIONAL AREA 3,897 SO FT (0.09 AC.) 0.04% FUTURE PAD SITES 151,179 SQ FT (3.47 AC.) 16.6% 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: 669 SPACES ((148,492 GLA /1,000 = 148.492) *4.5 = 668.21) PROVIDED PARKING: 669 (INCLUDES 16 HANDICAPPED SPACES) DESIGNED u : PROJECT. � STONEFIELD BLOCKS F & G SET REV. NO. ENGINEERS DRAWN BY: FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE: AsSOCIATES °'HR BY HFW : COVER SHEET C-1 PO Box 4119 3040 Avenimre Square Pl. SHEET NUMBER: Lynchbm:g,VA24502 Chadettesvi111e,VA22911. WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: Phone: 434.3www. 0 Phone: 4334.984.2700 304204C_CS.dw CML H: AS SHOWN www.wwassociates. net 213042.04 9 V. N/A 11 7 13 1 of 36 M 31: 'a 14 1 Q Z I �9 Q C4 1* a W) 1­1 1C a a: I 4) 4_� 0 - 0 C 1Z 1* 0 � 0 "I 2 C4 .-I 0 0 .. 03 0 0 12 0 4Z 4) C 0 -6.0 Q) 0) C 0 pr) V_ C4 o_*1 Z I 2�t '"'', I- , ":; " � " 1 1 �fi - ,,­IL� ,��, ,'- I I � ��)), ill ..j j , I Pil, m)Q o ,� 'ifi, , 0 � � � �� 1, I � " '. - ) . COU.NTY OF ALBEMAM,117 F;)"�,,-,-,,.,-,-....�,,,�,,�.,,,�, Depar(ulent of Community DeveloPluclit 401 mclatire Road, North Wing Cluirlottesvilie,Vil-girlia 22902-4596 Fax (434) 972-4126 ._ plioue (434) 296-5832 � March 23,2012 Valerie Long 321 E, main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefeld Proffer Amendment e TAX MAP, PARCELS: o6l WO-03-00-019AO, 061W0_03_()()_oJ 9BO (as it has be n subdivided), 061VVO-03-00-02300, 061WO-03-00-02400, OGIV\fO-03-00-02500 Dear Ms. Long� The Board of SUpervisors approved the above referenced application on March 14, 2012 in accordance with the attached proffers dated March 13, 2012, Please refer to this document for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: . compliance with applicable PROFFERS; . compliance with conditions of any applicable SPECIAL USE PERMIT; . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARANCE. if you have question-, or ,�c,mments regarding the above-noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. 1 Sincerely, - �, �Ine rube V. a Y�o ri, I I I, Director of Planni cc: Albemarle Place EA��PrC Albemarle Place EAAP LLC C/O Tom Gallagher P 0 Box 528 7200 Wisconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Albemarle Place/Stonefield PROFFE R FORM Date: March 13, 2012 ZMA 4 20JI-00007 Albemarle Place/Stonefield r Tax Map and Parcel Numbers: 061 WO-03-00-01,9AO, 061WO-03-00-019BO (as it has been subdivided), 061WO-03-00-023till), 061WO-03-00-02400, and 61WO-03-00-02500 65.034 Acres zoned Neighborhood Model District (NTVID) to be rezoned to Neighborhood Model District (NMD) � Albemarle Realty (E&A), LLC, a South Carolina limited liability coniparry is the owner of tvvo parcels ofland that were subdivided from tax map parcel 064 WO-03-00-019BO, which parcels are shown as "Lot D2", con tairring 5.487 acres, and "Lot D3 ", containing 1.0 I 0 acres, each on a plat e I ntitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle County, Virginfa" dated July I'), 201 1, last revised November 10, 201 1, prepared by W.W� Associates, whicli plat is ofrecord in the Clerk's Office of the Circuit Court of Albemarle County, Virginia ill Deed Book 4135, page 215 (the "Subdivision Plaf'). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner ofa parcel ofland that was subdivided From tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot F2" containing 7.638 acres, on the Subdivision Plat. For the purposes oftliese proffers, Albontarle Place. EAAP, LLC, and Albemarle Realty (E&A), LLC art collectively referred to berein as (the "Owlier"). Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (the I'Owricir") of tax map parcels 061WO-03-00-019AO, 06 IWO-03 3-00-02300, 06 1 WO-03-00-02400, 06 IWO-03-00-02500, and the residual portions of tax map parcel 061 WO-03-00-019BO that were not conveyed to either Albemarle Realty (E&A), LLC or The Haven at Stonefield, LLC, For the purposes oftheso proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collcetivoty referred to hexein. as (the "Owner"), Tax map parcels 061 WO-03-00-019AO, 061WO-03-00-02300, 06t WO-03-00-02400, 061 WO-03- 00-02500, and 061 WO-03-00-019BO (including the lots created thert from pursuant to the Subdivision Plat) (collectively, the "Property"), are the subject ofzoning map amendment application number ZMA 2011-00007 originally submitted as "Albemarle Place Proffer Amendment," which application riarne bas been renamed to "Stonafield." Pursuant to Section 33.3 ofthe Albemarle County Zoning Ordinance, the Owner hereby Voluntarily Proffers the conditions listed in this proffer statement, which shall be applied to the Property if (he rezoning is approved by Albemarle County. These conditions arc proffered as part oftbe rezoning and it is acknowledged that the conditions are. reasonable. The Albemarle Place/Stonefield project was originally approved by the County Board of Supervisors on October 22, 2003 as ZMA 2001 -007, along with proffers from the prior owner dated October 22, 20 03, and a Code of Developnocitt prepared by The Cox Company dated Ori.-hial Proffer: Amendment: X October 15, 2003 (with Exhibit A to the Code of Developmerit last revised July 8, 201 0) (the "Code oil'Developirient"), The Code of Development included. an 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 includewithin, its noeaning the owner ofrecord and successors in interest. The term "Application Plan�'ref�crs to Exhibit A. The term "Code of Development" refers to Exhibit D. The proffers dated Octo-ber 22, 2003 that were approved with ZMA 2001-007 were amended by proffers dated July 23, 201 0 that were. approved with ZMA 2008-0003 by the County Board of Supervisors on August 4, 20 1 0, and by proffers dated August 5. 201 1 that were approved with ZMA 2011-0004 by the County Board of Supervisors on September 7, 201 1. These proffers x.nend and supersede the proffers accepted in conjunction -,,dth the approval of ZMA 2001-007, ZMA 2008-0003, and ZMA 20 1 1-0004. . -The headings ofthe proffers set farth below have beeti prepared for convenience or reference only and shall not control or affect the meaning or be taken as an interpretation of any provisions ofthe proffers. I � Phasing oflutprovements: The Owner shall phase development ofthe Project as follows: A. Phase 1: Phase I of the Project shall be composed of Blocks A, B, C and D as sho,"m on the Application Plan, and as shown in more detail on Exhibit A-1 attached hereto ("Phase 1`), and shall include street and utility improvements to servo the planned building ioriprovements contained within Phase 1, As part ofPbase 1, the Owlizi shall design and construct District Avenue (formerly known as Albeinade I'lace. Boulevardandas Fourth Street/Cedar Hill Road) C'District Avenue") from Hydraulic Road to the point where District Avenue connects with the new plantied western entrance to the Sperry Marine facility in the location shown on the Application Plan, and as shown in moto datailon Exhibit A-1, This first phase of District Avenue shall include all supporting utility ii-iftastructure oil such street, and shall be corriplated prior to issuance of a, final certificate of occiipancy for any buildings withinBlocksA,B,CandD. Colisnuotion. ofthe first phase o(District Avenue, shall be deemed complete when it is constructed in conformance with the plans approved by Albemarle Courrity or by the Virginia Department. of"Firanspoctation ("VDOT"), as - applicable, and in. ally event the COL10y Engineer hit,- approved it for vehicular travel. No more than three hundred seventy thousand (370,000) square foot of contirtercial spoiccand one hundred severity (170) dwelling units may be constructed within the Project until the remainder oC District Avenue is constructed to the new planned intersection with U�S. Route 29 as shown on the Application Plan. Notwithstanding anything to the contrary contained in this Paragnaph I A, the Owner shall be pertnitted to utilize portions of the Phase 2 land (as shown on Exhibit A-1) for the installation ofinfiastructurc, to serve the Phase I building impiovcirents to be constructed in Blocks A, B, Cand D. B. Phase2, Phase 2 of the Project shall be composed of Blocks E, F and a as shown on the Application Plan andas shown in more detail on Exliil)it A-1 ("Phase 2"), and shall include street and utility iniproveraelits to serve the Planned building improverrionts contained within Phase 2. As part ofPhase 2, the Owner shall design aoid construct .District Avenue front the Original Proffer: Aniendonerit: X point where it connects with the new planned western entrance to the Sperry Marine facility north and east through Blocks E, F and G to the new planned intersection with U.S. Route 29 as shown, on the Application ?]In and -,is sho,wri in more detail on Exhibit A-1, This second phase of District Avenue shall inolude all supporting utility infrastructiare on such street and - ,,hall be completed prior to issuance ofa final. certificate of occupancy for any buildings within Blocks E, F and G. Caii,3ti-i.ictiono�ihesecotidpli,,iseo.fDisti-ictAveniiosliallbo deemed complete when it is constructed in conforritanC3 with the plans approved by . Albemarle County or by the VDOT, as applicable, and in any event the County Engineer has approved it for vehicular travel. Notwithstanding anytbirtg to Clio coil Crary contained in th I,-, Paragraph I B, the Owner shall be permitted to) Titilize por�'i.ts ofthe Phase 2 land (as shown on Exhibit A-1) for the installatiou of infrastructure to serve the Phase I building improvements to be constxurtcd in Blocks A, B, C and D. Notwithstanding anything to tile contrary contained in this paragraph 13 or in paragraph IA abovc,fmal certificates of occupancy may be issued for buildings wi(Iiin Blacks A_B, C, D or E beyond the threshold levels contained in paragraph IA, provided that the Owner (i) has constructed at least a temporary road (at standards acceptable to the Director of Community Developnicitt) connecting the first phase ofDistrict Avenue to [he new planned intersection with U.S, Route 29, ur (ii) can demonstrate during the site plan review process, through traffic analysis acceptable to the Ditcotor of Coam.nunity Developineirt 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 ill Phase 1, Will not cause th� Hydraulic Road/U.S. Route 29 intersection to fall below an acceptable level ofservice, .All final site plans for the ProJect that include any portion of'District Avenue shall include a note reserving the portion of Cie ptoperty comprising 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 ofthe property comprising District Avenue for a public road, Jftlio publio right-ofway is not dedicated bysubdivisiou plat, the Owner shall be responsible for the cost ofa survey and preparing the deed to convey the public right-of-way to the County, . C. Landscape impi,ovements and associated strectscapc improvements to servo, the planned building improvements contained within each block shall bereyiewed. at the time offinal,sito plan ieeview for each block. The Projcotshall have a consistently designed and planted streetscape along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall petition for and consent to all tax map parcels used for non-residential putposes participating in a Community Development Authority ("CDA") established pursuant to ' Section 15.2-5152, at seq. of the Code of Virginia ("Code") to be created for the purpose of implementing Route 29 regional transportation improvernerits, including but not lituited to transportation improvements within the "Super Block" (the gcographical -area hounded by Route 29, Hydraulic Road, Coninto.liwealth Drive, and GrecribriorDrivo) and intersectional iinpiravcincrits associated therewith. 3. Cash Proffer for Route 29 Regional Transportation: The Owner will make a cash contribution to the County for the MPO/29H250 Phase 2 Route 29 regional transportation study in the ainourit of'One Hundred Thousand Dollars ($100,000,00), The cash coortribotion Original proffer: Airocndmcnt� X shall be made by the Owner within thirty (30) days upon request by the County, This proffer has been satisfied. 4. Cash, Proffer for City (if Charlottesville Traffic Calming Improvements: The Owner shall contribute '-ran Thousand Dollars ($10,000.00) to the City of Charlottesville for the consfiruction by [lie City oftraffic, calming improvements on Swanson Road, Cedar Hill Road and ather City streets intersecting Hydraulic Road in the vicinity of Stanclield. The cash contribution shall be niade by the Owner within thirty (3 0) days upon request bythe City. Tf the traffic calming improvernorits arc not implemented by October 15, 2007, all unoxpeudrd funds shall be refunded to the Owner. 'the City constructed the triaffic calining improverriatiLs, and requested the prior owner of the Property to pay the contribution on November 9, 2005, but there are no, immediately available records that such contribution was ever received by the City. TJponevideiieeofprioj:payiiientefsuclifuncistbati,;satisfaotoxy to tbe� County, Clio requirements of this Paragraph 4 shall be deemed satisfied. Ill tile 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 from the City, provided that such request is made no sooner than April 1, 201 1. At the time such funds are delivered to the City, the Owner shall provide notice of such payment to the County, 5, Cash Proffer for Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Service": Upon the request of the County, the Owner sball contribute Twenty Thousand Dollars ($20,000.0 0) per amium or an amount equal to twenty perrent (20%) of the annual optrating and maintenance costs, whichever is less, for a period not to exceed five years for operating and/or maintaining a dedicated "jittley bus" service to retail commercial developments, including Stotiefield, along the Route 29 Corridor. Tf the CAT "jittley � service" is not placed into operation by the date ofissuance of the first occupancy pen-nit for a commercial building in Stonefield, than the Owner shall contfibirto Seven Thousand Dollars ($7�000�00) par ininum, for a period nct to exceed five years, to CAT for costs associzte� with operating existing CAT bus route(s) that provide service to Storieftel d. 6. Cash Proffer for Capital Improvements; The Owner shall contribute One Million Five. Hundred Thousand Dollars ($1,500,000.00) (hereinafter referred to as the "Total Contribution") to the County for the purpose of funding capital improvements related to Stonefield. The contribution shall be paid as follows'. (a) Three flundred ,and Seventy Five Thousand Dollars ($375,000.00) shall be contributed to the County within thirty (30) days after the first final site plan. or subdivision plat containing residential dwelling units is appro-wed for Storiefield; (b) an additional Three Hundred and Seventy Five Thousand Dollars ($375,000.00) oftho total contribution shall be contributed to the County prior to tile issuance ofa ceitificatt of occupancy Cot tile first residential dwalling unit in Stonefield, 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 hurichexi fifty (250) dwelling units. No additional contribution shall be required for the next two inaindred fifty (250) dwc�lliug units. Original Proffer: Amendment: X if, five (5) years front the date of approval oftlic first final site plan or subdivision plat for resid(ential dwelling units, the Total Contribution has not been fully paid, the b-Oance of the Totatt Contribution shall be, contributed to tile, County within thirty (30) days upon request by the C,ourity, Ifthis fund has not been exhausted by the County for tile stated purposo within five ,(5) years from the date the last contribution is inade. all unexpended fund,,, ,,;hall be refumded to the Owner. In ad[dition to the foregoing, after building permits have been issued for the first five hundred (500) dwelling units within Stonefield, the Owner shall pay to the. County Three Thousand Dollars ($3,000.00) Prior to the iSSUIRICe, of a building permit for each new residential dwelling unit thereafter. 7. Construction of Frontage improvements on Route 29 and Hydraulic Road. At it's expernse, the Owner shall plan, design, bond and construct, travel laric improvements to be dedicated for public use on its Hydraulic Roadand Route 29 frontage. The design shall be , subiroilted with the first site plan for the initial phase of Storiefield. The subject frontage inipycovements are depicted by Exhibit F., "Short Term Route 29 Transportation finpr(oveinerits." The County may require these ituprovoments to be completed as a prere(quisite to the issuance of any certificates ofoccupancy. 'ri,coonstructi(,>IloftliestibieL;t impr(ovements shall be deemed complete when they are constructed in conformance vvith the plani approved by VDOT and opened to public use as approved by VDOT. 8. Consitruction 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 on Exhibit F, "Short Term Route 29 Transpoitation Irriproventents". If the improvements are required to be constructed, the County may require these improvements to be complated as a prerequisite to the issuance of any ceilificates of occupancy, Construction shall be deemed complete when the improvements are constructed in confornianco with the plans approved by VDOT and opened to public use as approved by VDoT. A, Off-site Improvements in the County at the Northwest Quadrant of the Hydraulic Road/Route 29 Intersection. The anginee,ling, plats and construction documents for off-si�e improvements fit the County shall be submitted with the first firial site plan for Phas(- I of Stonefield, fl. Off-site Improvements in the City at the Northeast Quadrant of th e Hydraulic Road/Route 29 Intersection (numbered items 4 and 1.1 on Exhibit F). The Owner shall I submit the engineering, plats and construction documents (the "Plans") for the improventents in the City of Charlottesville to the City of Charlottesville by January I 1, 2012. The Ownershall diligently pursue approval ofthe Plans in the City. 117the City does not approve the Plan-, by July 11, 2012, the Owner shall not be required by this proffor 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 light of way in tile City for these improvements,. Original Proffer: � Amendment.: X if the huprovenients are required to be coustruatcd, the Owric;r shall complete construction of the improvements for which right ofway is available within twelve (12) montlis after the issuance of the first certificate of occupancy within Stonelln1d. Construction shall be deerneJ complete when the improvements are constructed in conformance with the plans approved by VD0Tand opened to public use as approved by VDOT. This Paragraph S(B) is subject to the terms of Paragraph 14, "Substituted Transportaficil Improvements." 9� Reservation and Dedication of land for Regional Route 29 arid Hydraulic Road Intersection Improvements: The Owner shall reserve for the future dedication to the Commonwealth of Virginia cottain land on the Property in the County for certain short-term transportation improvements for the Route 29 and Hydraulic Road ilitersffction (the. "Short- Term Route 2911lydraulic Road Improvements") as follows: (a) Clio land shown as "Parcel A 6,511 S.Y" (in the plat of Kirk Hughes and Associates dated March 3, 2009, last revised March 25, 2010, which plat is attached hereto as Exhibit H; arid (b) any portions of the parcels shown as "Parcel One Future Right of Way 1, 1 17 SY,," "Potircel Two Future Right of Way 9,079 SY .... .. Parcel Four FUture Right of Way 1,660 S.F.," and "Parcel Five Future ' Right of Way 790 S.F.," con the Official Map adopted by the County on Decieniber 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, the "Short-Teron Improvements Dedication Area"), provided, howevex, that the subdivision pliats depicting the Short-Terin Jinproverrients, Dedication Area are subject to final approval by the County Department of Community Development and that the precise boundaries and size of the Short-Term Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Short-Terin Improvements Dedicatiorl Area to the Coranoctiwealth of Virginia in fee simple by October 1, 2010, or within thirty (30) days after the County approves tile subdivision plat necessary to dedicate the Short-Territ Improvements Dedication Area, whichaver is first to occur. In addition to the dedication of the Short-Terin Improvements Dedication Area, the Owner shall dediCute and Convey all , necessary drainage and construction easements for the Short-Torm Route 29/Hylvaulic Road huproveineirts. IT the Short-Terin Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all L�osts of surveying and preparing legal documents in a forta acceptable to the Office of the. Attorney General necessary to dedicate and convey the Short-Tearn huproverrionts Dedication Area [mid, After dedication and until the subject regional transportation improvements are flundcol for construction, the Owner shall, at the request of the, County, and with tlie� consent of the Cormlionwcalth of Virginia, maintain the Shoit-Territ Iniprovernents Dedic�atiori Area land until requested by the County to no longer do so provided the Owner is gvarated the right to the exclusive use of the land for landscaped open space, a pocket park, tenriporary parking, fencing, sigriage, utilities or other purl)osc as may be approved with the final site plan for the first phase of Stonefield, Upon being requested by the County to no loug)�er maintain the Origin a] Prefter: Ariiendnient� X land, the Owner shall cease all use of the land and icitiove all inoproveinctug established by the Owner that the Cot-inty requests be removed. In the event that ilia adopted design for future public, intersection irnprovements (toes not require the utilization of a I I of theShort-Term Trupro-ventents Dedication Arrea land, '.)Pon the 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 Sboirt-Terin 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 County, ,subject to the conditions herein below, certain additional land on the Property for the right of way for furtive Hydraulic Road and Route 29 related regional transportation improvements (the "Long-Tefrit Route 29/Hydraulic Road Improvements') as follows: (a) the area shown as "Parcel At 1,432 S.F." on Exhibit TI; and (b) any portions of the parcels. shown on Exhibit I that were not previously dedicated to the Coniniolowealth of Vi rginia for the Short-Terni Route 29/Hydraulic Road Improvements pursuant to the Paragraph 9 herein (collectively, tile "Long-Tenn Improvements Dedication At&') provided, however, that the subdivision plats depicting the Loing-Territ Improvements Dedication Area are subject to final approval by the County Department of Community Development and that the precise botuidaries and size of the Long-Terin Improvements Dedication Area may be adliusted. accordingly. The Owner shall dedicate the Lotig-Term Toriprovernerds Dedication Area to the County within ninety (90) days after the Courity's request for such dedication, and such dedication shall include the dedication and conveyance of all necessary drainage and UOTIStYLICJ011 easements for the Long-Term Route 29/Hydraulie Road Improvements. Tf the Long-Term Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of ,surveying nrid preparing legal documents in a Fonit acceptable to the County Attorney's Office necessary to dedicate -,aid convey the Long-Term Improvements Dedication Area. Until the Long-Term Improvements Dedication Area land is dedicated, the Owner shall maintain the land and shall retain the right to the exclusive use of ill,- land For landscaped open space, a pocket park, temporary parking, fencing; utilities or other purposes as may he approved with the first final site plan for Phase I of Stonofield. The conditions on the subject reservation and dedication shall be as follows: (6) In the event that the adopted design for future public intersection improwernatus does not require the. utilization of all ofthe Long-Terni linproverrients Dredicatiorn Area land, upon request of the Owner the residual portion shall be released by the Wxunty from the reservation or, if the land has been dedicated, upon request of the Owgrier title shall be transferred. back to, and Rtr the use of, Clio Owner at no expense to Owiner. 'the deed(s) of dedication for the Long-Term ImprOWD-Lairts Dedication Area may ]provide for ,such conditions, Original Proffer: Arriendriacrit: X (b) The design and construction ofthe Long-Terin Route 29/11ydratille Roa(d Irriplovel-nerits shall substantially noRintain the access, function, and continuity of servicte of the planned intersection of Swanson Road (Extendcol) and existing llydraulio Rnad imto Stoneficid at tile location of the existing Swanson Road and Hydraulic Road intersetction; othcrovise this proffer becomes null and void, 11, Signalization of Hydraulic Road and Route 29 intersections: The (Owner shall Lie responsible f3r traffic signalization improvements as follows: A, The Owner at its vxpense shall engineer, bond, and c0ustruct traffic signallization improvements ,at the intersection ofDistrict Avenue, and Hydraulic Road. Thie traffic signalization improvements at this ittlersectior. shall be constructed when the 1 Coinity or VD01'request installation ofstich, but in any event prior to the issuance: ofa � certificate of occupancy for any building in Blocks A, B, C or D, provided that such signal is warranted by the traffic volumes or is othetwise approved by VDOT, B. Owner at its expense shall engincer, bond and construct traffic signalizatio)r, improvements at the intersection od'Distda Aveni-le and U.S. Route 29. Thettraffic signalization improvements at this intersection .ihall be constructed when tile I County or VDOT request installation ofsucb, but in any event prior tothe issuance ofa �certiflcate of occupancy for any building in Blocks E, F or G, provided that such signal is V,varrauted by tile traffic volumes or is otherwise approved by VDOT, provided that Such signal is warranted by the traffic volumes or is otherwise approved by VDOT, 12. Commonwealth Drive Connection: Upon demand ofthe County, but no cairlier than the issuance of a building part-nit forany building within Block F, the Owner shalff reserve right- of-way along the northern edge ofthe parking lot in Block F ofthe Property R'or a future street connection to Commonwealth Drive through the "Corridial Property" (rM 61 W-3-18), The future connection will be a two June facility, * * Upon the request oftic, County, the Owner shall engineer, bond and construcitt both tile oft- , site and the off-site portions ofthe Permeation to Coninionwcalih Drive oil die-, "Coraidlial Property" provided that easements and acquisition of right-of-way as may be inoicessary for I I such construction for- the connection through off-sitc properties for this it riprowellicat have been granted at no cost to the Owner, and the request for such connection thruough the cff�sitc property is made by the, County prior to October 15, 2020. Upon the request o)ftho County, the connection shall be completed by the Owner -withbi twelve (I 2) trionths fir(urn the date of satisfaction ofthe conditions as set forth above, 13. Other "Super Block" Street Connections: The Owner shall reserve Iland and grant construction and permanent access ease"Rents of right of way at no expense to � the County for the purposes of future construction (by others) of inter-parcel styee[ connectilons within the "Super Block" at the following locations; Houston, ,Street (formerly kriown �as First Street) (to westto Commonwealth Drive), Blackbird Lane (foritterlyknown as'lltird 'Street) (to west to Cornitionwealth Drive), District Avenue (formerly known as Cedar Ilill Woad Extended) (in Block F north to "Coludial Pxoperty"), District Avenue (founierly known ass Fourth Strect) Original Proffer: Amendment: X (between Blocks Fund G north to"Coa-idial Property"), Swanson Road Extended (to VoOtth to "Sperry Property") and Lit two additional locations into Sperry Property. The locations for easement or right of way reservation aud dedication are as generally depicted on Exhibit A and labeled thereon as "Futufc Extension." However, the locations and numbers Of Such inter-par0el street connections may be inodified by the Owner upon a variation granted by the County Planning Director. These easement or right of way locations shall be identified, platted and dedicated at tile request of the County ill conj unction wi til subsequent site plan applications for Stoliefield, . 14. Substituted Transportation Improvements, ' A. In lien of constructing the improvements referenced in Paragraph S(B) liereirt, which Paragraph 8(B) refers to certain off-site improvements in the City of Chartottesville at the northwest quadrant ofthe Hydraulic Read/Route 29 intersection, and also other improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which improvements are collectively herehutfler referred to as the "Paragraph 8(B) ' Improvements", the Owner may elect, in its sole discretion, and on the terins and conditions contained in this Paragraph 14, to contribute cash to the City for certain transportation improvements in the City known as the "Rte. 29/250 Bypass Interchatigo Improvement Proj orf' identified as VDOT and City project number 0029-104-249 (the "Substituted Improvemaills Project"), B. In the event die Owner clects to contribute cash toward the Substituted In-il-woverrictits Project (the "Owner's Conalbution") in liou ofcanstructing the Paragraph S(B) Improvements, the following terms shall apply: 1. The Owner shall notify the County's Director ofCoirinitiflity Development (file "Director") in writing of its elect ion. within sixty (60) days after the approval of the first final site plan for Phase I ofStonefield (the "Notice"). Tht Owner shall also solid a copy ofthe Notiec to the City Development Services Manager at the same fir-fit. it is sent to the Director, 2. The submission of the Notice to the Director shall suspend the deadline for the Owner to submit the Plans (as "Plans" is defined in Paragraph 8(B)) to the City, if applicable. I 3. The amount ofthe Owiter's Contribution to the Substituted finprovements Project shall be suhJect to a written agreement between the Owner and the City (the "City Agreement"). Withinten (10) daysaftex full execution oftlie City Agreement, the Owner shall provide a copy ofthe City Agreement to the Director. 4. Within six (6) niouths after the Notice is sent to the Director, or within sixty (60) days after execution ofthe City Agreement, whichever is later to occur, the Owner shall contribute a portion ofthe Owner's Contribution to the City in the artiount of One Million Dollars ($1,000,000), less any amounts credited by the City and VDOT10 the Owner for planning and design work on the Paragraph S(B) Traprovemerits (the "Not Contribution"). Tile Net Contribution may be in the form of cash or a letter ofcredit issued by a bankapproved by the � I Original PT0fer: Amendment: X City, or a combination theveof, The City Agreeniont shall set forth the terms of mid schedule for draw (Iowa of the Net Contribution. 5� Tit the event that the Substituted IrCipfovernents Project is terminated, or ha's not otherwise been completed (as described herein) within thifty-six (36).nionths after the City receives the Net Contribution (which thitty-six (36) month period may be extended by mutual agreeirient oftlic Charlottesvilte City Managerand the Albemarle County Executive), .and upon the City's refunding ol'ifit Net Conbibution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five Hundred Thousand Dollars ($500,000) to the County for funding transportation irroprovements, !it the vicinity ofthe US, Route 29/flydraulic Road intersection ideatified in the County's Capital Improvements 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 tile County, all unexpended funds shall be refunded to the Owner, (,'(instruction ofthe Substituted Improvements Project shall ba deemed complete when the improvements are accepted by tile appropriate public entity or arc bonded for the entity's acceptance. 6. Notwithstanding the provisions ofparagraph 14(B)(5) herein, upon the City's receipt of theNet Contribution, the Owner shall be relieved ofany obligation to construct the Paragraph 8(B) Improvements. (Signature Pages Tilimcdiatcly Follow) Original Proffer: Anicadment: X WITNESS the following 3ignaturcs: ALRE MARLE PLACE EAAP, LLC, a Delaware limited liability company . 0 ,,,,I Al � "t , _ . "".r",�, COUNTY OF ALBEMARLE Department of Community Development 401 NOntire Road, Nortb Wing Charlo"esville, Virginia 229024596 - Phone (434) 296-5832 Fax (434) 972-4126 November25, 2013 I Steven F. Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Md 20814 RE: ZMA2013000OR/Albemarle Place/Stonefield Proffer Amendment TAX MAP 61WISECTION 31PARCELS 19A, 198,23,24 and 25 Dear Mr. Teets: On November 13, 2013, the Board of Supervisors approved the above noted NMD rezoning application subject to the application p1lan dated October2l, 2013, code of development dated October2l, 2013 and, attached proffers dated Novemb,er 13, 2013. Please refer to these documents for any future applications and requests on this property. Please be advised that altithough the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved may lawfully begin until , I all applicable approvals have been received and conditions have been met. This includes. . compliance with applicable PROFFERS; :compliance with requirements of the CODE OF DEVELOPMENT; approval of and compliance with a SITE PLAN; and . approval of a ZONING COMPLIANCE CLEARANCE. Before proceeding With furtlher use of this property or should you have questions regarding the above- noted action, please contact Rebecca Ragsdale at 296-5832, Sfncerely, I - I I . DJ0, �t L, ,__1 V. W'.Pye�( ill erg C�l I It Director or PI. Vni".9 - - CC: Albemarle Place EAA LC P 0 Box 528 �b Columbia Sc 29202 Albemarle Place/Stonerield � - I PROFFER FORM AMENDMENT TO PROFFERS Date: November 13, Z013 ZMA 4 2013-00009 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-01 9BO (as it his been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61 WO- 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) This instrument amends those certain Proffers dated March, 13, 2012, for ZMA # 2011-00007 Albemarle Place/Stonefield C'ZMA 2011 Proffers"). Except as expressly amended herein, the 7MA 2011 Proffers shall remain unchanged and to the extent that any terms, conditions and obligations contained in the ZMA 201 1 Proffers have not been fully met, .such terms, condition.$ and obligations shall tentaiin in full force and effeet, Albemarle Realty (E&A),, LLC, a South Carolina limited liability company, is the owner of a parcel of land that were sTubdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot D2", contaiining 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett MAgisterial District, Albemarle County, Virginia" dated July 15, 201 1, last revised November I Or, 201 1, prepared by W.W. Associates, which plat is of record in the Clerk's Office ofthe Circuit Court ol'Albernarle County, Virginia in Deed Book 4135,,page 215 (the "Lot D Parcel Subdivision Plat"), The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061 WO-03-00-D 1 9130, which parcel is shown as "Unt E2" containing 7.638 acres, on the Lot D Parcel Subdivision Plat. MacFarlane Stonefield, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot D3", containing 1,010 acres, on the LotD Parcel Subdivision Plat. Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner of tax map parcels 061WO-03-00-02300, G61WG-03-00-02400, 061WO-G3-00-02500, and the residual portions of tax nhap parcels 061WO-03-00-0100 and 061WO-03-00-019AO that were not conveyed to either A.1bernarle Realty (E&A), LLC, MacFarlane Stonefield, LLC, or The Haven at Storiefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, MacFarlane Stonefield, LUC, The Haven at Staroefield, LLC, and Albemarle Realty (E&A), LLC are collectively rcf(-,rred to herein as (the "Owner"). The term "OwnW' as referenced herein shall include within its meaning the owner of record and successors in interest, Tax map parcels 06 1 WO-03-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-025 00; and 061 WO-03-00-019BO (including the lots crealed-there from pursuant to the Loft D , I � I I � I 14- WFFNESS the following signatures: 'A CA& Lu�� ___ (�� W. McLean, Ptesidcrit ALBEMARLE PLACE E&AP, LLC, � a Delaware limited liability company ALBEMARLE RE, ALTY (E&A), LLC, a South Carolina limited liability company - . By: Edens Realty, Inc,, a South Carolina corporation, its B IJod , c , President I Sole inember ALBEMARLE REALTY (E&A), LLC, Tia WL�J_11_� . a South Carolina limited liability company By: Fdens Realty, Inc., a South Carolina corporation, its Sole member 15897010 5,DOC B - la� Z I . I Jo to A4cean,'RWdent � Original Proffer: THE HAVEN AT STONEFIELD, LLC Amendment: X a South Carolina limited liability corripany THE, HAVEN AT STONEFIE LD, LLC By: a South Carolina limited liability company Printed Name: yy� -S�"--- �"tl� I- 4-,"�,�, ,,I-.,,,, Ifilic: I I" � I By: Z-0 _7��,�� __ I - I i Printed Name: A2 ,.,C-W.,4 , �-/,.,~,, " . I , I I 0 1 -, , , Title: P11-l'../�^& . �ARLANE STONEFIELD, LLC _ ,MACr 4 . � a 'Virginia limited liability company � B 4��4�4���� , Printed Name: 0,I" k�, � AA9(A,-,1a,,e_ Title; I � /?.,I'll a irij tta� AUK% IXI&/ 158mlosxw V U I ZMA to Amendment Block CGmpa -son B1Gck ZMA Amendment Difference %of Change - A 246,577.72 260,736.93 14,159.21 5.74% B 145,633.40 212,854Z 67,220.87 * 46.16% C 454,808.39 424,079.86 30,728.53 6.76% D 460,439.43 500,559�62 40,120.19 8.71% S 550,524�65 477,10119 73,422.46 15.34% F 510,160.21 643,379,71 133,219.50 ** 26.1% 1 G 1 420,873.09 1 269,160.75 _ 1 151,712.34 * 36.05% -a * 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 SrrE PLAN OR SUBDIVISION STAGE BY AN AMOUNT NOT TO EXCEED FlFrEEN 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 VARIA11ON WAS APPROVED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS ON SEPTEMBER 11, 2013. 2 1 REVISED ZMA LETTER 1 1 c I 11 I � DESIGNED BY. PROJECT: SET REV. NO. � 11,ai OP .M= I - I I I _� PCs STONEFIELD BLOCAN'S.; F & G - � I r 11� W,A NEERS DRAWN BY. 3 1 1 11 . SURVEYORS REG DRAWING NUMBER: I I .1 I .� I I � " -11, on PLANNERS TITLE. I 11 Lic� No, i2257 DIHR BY.- PROFFERS C-2 "d AsSOCIATES HFW 00 7� - / -3 -,I,y 11 � ' ;a ,, I I PO Box 4119 3040 Awemore Square P1. SHEET NUMBER: Lync1ibuqg,VA24502 ChMotttesvifle,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: SHEET REVISION . . -, 11 0 1 1 Phone: 434.316.6080 Phone:: 434.984.2700 GENERAL H: NIA NO. I BY , DIATE I NO. I BY DATE _#L A. www.wwassociates.met 213042.04 304204C-ND- l.dwg V. NIA 1117113 2 of 36 3 'O N O CJ 0 0 i c 0 a cn 'v 0 N i U U a� m c 0 c W a V_ N i 0 COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gatobu FROM: Wayne Cilimbero, Director of Planning DATE: May l b, 201 1 RE. Albemarle Place (Stonefield) Preliminary Site Plan, March 21, 2011 Determinations Under Section 8.5.5.3 Section 845.3 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 8.5.53 are so noted. Theater Location and Relationship to Hydraulic Road (Previously addressed in 5/2S /06 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 ARE. This is an allowable variation provided that all ARE conditions are complied with. Second Floor Uses (Previously addressed in 5/25146 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 closerto the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARE. Block S (Previously noted in 9128/09 Advisory Comments) Parking lots adjacent to RL 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 ARE. 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). 4129111 Variation Requests: #s 1, 2 acid 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.S.5.3 (c.) as you have presented and are permissible as depicted. #s 4, 5 and 6 — Modifications to allow for the width of sidewalks, planting strips and planters can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to:a minimum sidewalk width of 5' between planting strips /boxes and the interior edge of sidewalks; no parking overhang onto sidewalks in parking lots next to sidewalks; and all planting stripslboxes located between edge of street and sidewalk and a minimum of 5'. #7 — Change to the design of Stonefield Blvd. from four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County EngineerlVDOT approval based on applicable traffic studies. #8 — Change to the layout and orientation of parking spaces alonganglewood 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 6.55.3 (c.) as you have presented subject to County EngineerNDOT approval based on applicable traffic studies. #12 — Modification of the Block D and Block E boundaries is granted consistent with the findings under Section 8.5.5.3 (c) as you have presented and is permissible as depicted. #13 - Allowance of six (b) story hotel as long as it is no taller than ninety (90) feet is granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and is permissible as depicted. ##14 — Modification to allow for 5' minimum sidewalks along exterior of rear of some buildings can be granted consistent with the findings under Section 85.5.3 (c.) as you have presented subject to no parking overhang onto sidewalks in parking lots next to sidewalks. #15 — Changes to the width of the buffer area at the western edge of the project property to a minimum of 10' can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to compliance with the second paragraph on page 18 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. 5113/] i Variation Request: Replacement of North and South New Main Streets between Buildings DI and D2 with a single road is granted consistent with the findings under Section $5.5.3 (c.) as presented and is permissible as depicted. Please note that development under this request is still subject to all other applicable zoning, site plan and building permit provisions and these variations do not supersede those requirements, NO. I 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 Mb) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a &b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS. DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT —OF —WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON —SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BYTHE COUNTYATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED, AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS. YARDS ADJACENT TO STREET: A.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD —TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES, BALCONIES, CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT 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). 4.15.50 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 CONDITION IIS THAT ANY SIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 416 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 MARCH 12, 2007: VARIATION ADMINISTRATIVELY GRANTED TO ALLOW FOR THE CONSTRUCTION OF A TWO —STORY GUARD SHACK ON ALBEMARLE PLACE'S PROPERTYALONG THE EDGE OF ALBEMARLE PLACE /SPERRY PROPERTY LINE. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION_ OF THE ZONING ORDINANCE. CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. 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 DAVE RETAIL NON RETAIL RESIDENTIAL A 0 0' 0 0 01 0 50,224; 14,000 0 50,224 14,000 B 33,836; 6,500 0 33,836 6,500' C 0 0 0 57,701' 111,595 0 57,701 111,595 D 0° 0' 0 0' 90,000 0' 0 90,000' 0 BLOCK GROUP 1 TOTAL 0' 0: 0 141,761 222,095' 0 141,761'! 222,095 0 E (BLOCS{ GROUP 2) 0' 0 0' 0 0 250 01 0` 250 F G 149,964, 0 0' 0 0 0 0' 0 0 0 0149,964 0 0 0 0 0 0 BLOCK GROUP 3 TOTAL 149,964 0 0 0 0 0 149,964 0 0 STONEFIELD TOTAL 1149,964 ' 0 0 141,761 222.095: 250' 291.725, 222,095. 250 BY ( DATE I NO. SHEET REVISION D_ EX. SYMBOL LEGEND NEW $ BENCHMARK /FFE UGCT - UGCT BOLLARD U O BORE HOLE O - - BUILDING COLUMN o❑ BOUNDARY RIGHT -OF -WAY BUSHt5 BUILDING SETBACK --- - - - - -- CABLE BOX REQUIRED CAN OVERHEAD CEMETERY CATV UNDER GROUND FLUORIDE CONIFEROUS TREE RIGHT TELEPHONE UNDER GROUND DECIDUOUS TREE DITCH CENTER LINE > > > ENTRANCE DOOR RIGHT OF WAY EASEMENT SLOPE DRAINAGE INLET GRATE Wi 0 DRILL HOLE Q i ELECTRIC PANEL BOX (D [E] ELECTRIC PEDESTAL QE U ELECTRIC TRANSFORMER GUARD RAIL )E� ELECTRIC MAN HOLE Q FENCE WOOD FIRE HYDRANT FENCE WOVEN WIRE Y� GAS UNDER GROUND SQUARE TOP OF BANK FLAG POLE ELECTRIC OVERHEAD Gi GAS MAN HOLE STAINLESS STEEL RAILROAD CENTERLINE GAS METER �M HOOK GAS VALVE SANITARY SEWER MANHOLE ROAD CENTERLINE GENERATOR SANITARY FORCEMAIN �- GROUND LIGHT SAN STORM SEWER GUY POLE TOPO MAJOR CONTOUR INVERT HANDICAPPED PARKING STANDARD EHI HEAT PUMP 0 0 IRON PIN 0 WATERLINE W W WETLAND LIMITS IRON PIN FOUND LIGHT POLE ❑O-] CO LIGHT POLE (WALL MOUNTED) 0 JUNCTION BOX MAILBOX TO BE ABANDONED � MONITORING WELL LAT ■ MONUMENT FOUND TO BE REMOVED CPP MONUMENT SET LF e PANEL POINT B CY POWER METER LT 0 POWER POLE 0 o ROAD SIGN -o-� MANHOLE SANITARY CLEAN OUT TYPICAL DIA SANITARY SEWER MAN HOLE OS s SIAMESE CONNECTION UNDERGROUND DIP SIGN -�- �J SPRINKLER HEAD 0 �) STORM DRAIN MAN HOLE OD NOT TO SCALE TRAFFIC LIGHT POLE Fol )T) TELEPHONE MAN HOLE (T ON CENTER TELEPHONE PEDESTAL VEHICLES PER DAY EOP TELEPHONE POLE $ POLYETHYLENE TELEPHONE JUNCTION BOX WATER 6M TEST PIT PGL 1xi TRAFFIC CONTROL BOX WATER LINE D TRAFFIC JUNCTION BOX PROP 0 TRAVERSE Q H UTILITY MARKER POST PS PLANTED STONE FOUND UTILITY POLE CO-3 ESMT VENT PIPE 0 �VV) WATER MAN HOLE WOVEN WIRE FABRIC tiTE WATER METER PVMT WV f WATER VALVE D4 hy) WELL 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN YARD GRATE Wio ENGINEERS SURVEYORS PLANNERS Lit, Rio, 12257 AsSOCIATES PO Box 4119 3040 Avemore Spue Pl. Lynchburg, VA 24502 0— tottesville, VA 22911 qQ" Phone: 434.316.6080 Phone: 434.984.2700 *i_ ovA,I. www.wwas'sociates -net EXISTING — - - —R /W— - - —R /W- - - - —R/W— - - —R/W- OH(--,'T OHCT UGCT - UGCT UB': - OHT _)(_ T JGT AS - GAS TOB TOB OBE SHE ADJACENT RIGHT -OF -WAY — - - —R /W— - - —R /W- S, FM SFM SAN SAKI OHIJ - - 0HU UGU U G U W IN LINETYPE LEGEND NEW BUILDING OVERHEAD FINISHED FLOOR ADJACENT PROPERTY LINE RADIUS ADJACENT RIGHT -OF -WAY — - - —R /W— - - —R /W- BUILDING COLUMN - - BOUNDARY PROPERTY LINE REINFORCED CONCRETE PIPE BOUNDARY RIGHT -OF -WAY — - - —R/W - - —R/W- BUILDING SETBACK --- - - - - -- BUSH LINE REQUIRED CAN OVERHEAD BACK OF CURB CATV UNDER GROUND FLUORIDE TELEPHONE OVERHEAD RIGHT TELEPHONE UNDER GROUND BLIND FLANGE DITCH CENTER LINE > > > EASEMENT CONSTRUCTION AND GRADING RIGHT OF WAY EASEMENT SLOPE BASEMENT FINISHED FLOOR EASEMENT SANITARY SEWER GALVANIZED EASEMENT STORM SANITARY SEWER EASEMENT STORMWATER MANAGEMENT BENCH MARK EASEMENT UTILITIES GATE VALVE EASEMENT WATER SOUTH BOUND LANE FENCE BARBED WIRE *- GUARD RAIL HORIZONTAL BEND FENCE CHAIN LINK — FENCE WOOD 13 FENCE WOVEN WIRE O ------ O O GAS UNDER GROUND SQUARE TOP OF BANK TOB TOB ELECTRIC OVERHEAD HIGH DENSITY POLYETHELENE ELECTRIC UNDER GROUND STAINLESS STEEL RAILROAD CENTERLINE CURB & GUTTER STREAM CENTERLINE HOOK PAVEMENT ASPHALT SANITARY SEWER MANHOLE ROAD CENTERLINE CAST IRON PIPE SANITARY FORCEMAIN INNER DIAMETER SANITARY SEWER SAN STORM SEWER CENTER LINE TOPO MAJOR CONTOUR INVERT TOPO MINOR CONTOUR STANDARD TREELINE ......•••• I ••••...... UTILITY OVERHEAD IRON PIN SET UTILITY UNDER GROUND STEEL WATERLINE W W WETLAND LIMITS IRON PIN FOUND ABBREVIATIONS AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR R= RADIUS AHD AHEAD FH FIRE HYDRANT RCP REINFORCED CONCRETE PIPE ARV AIR RELEASE VALVE FM FORCEMAIN REQ'D REQUIRED BC BACK OF CURB FL FLUORIDE RT RIGHT BF BLIND FLANGE FOC FACE OF CURB R/W RIGHT OF WAY BFF BASEMENT FINISHED FLOOR GALV GALVANIZED SAN SANITARY SEWER BM BENCH MARK GV GATE VALVE SBL SOUTH BOUND LANE BK BACK HB HORIZONTAL BEND SD STORM DRAIN BOV BLOW OFF VALVE HC HANDICAP SQ SQUARE CATV CABLE TELEVISION HDPE HIGH DENSITY POLYETHELENE S.S. STAINLESS STEEL CG CURB & GUTTER HK HOOK SSMH SANITARY SEWER MANHOLE CIP CAST IRON PIPE ID INNER DIAMETER STA STATION q- CENTER LINE INV INVERT STD STANDARD C.L. CHAIN LINK IPS IRON PIN SET STL STEEL CMP CORRUGATED METAL PIPE IPF IRON PIN FOUND SW SIDEWALK CO CLEAN OUT JB JUNCTION BOX TBA TO BE ABANDONED CONC CONCRETE LAT LATERAL TBR TO BE REMOVED CPP CORRUGATED PLASTIC PIPE LF LINEAR FEET TC TOP OF CURB CY CUBIC YARDS LT LEFT TS &V TAPPING SLEEVE AND VALVE D.I. DUCTILE IRON MH MANHOLE TYP TYPICAL DIA DIAMETER NBL NORTH BOUND LANE UG UNDERGROUND DIP DUCTILE IRON PIPE NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED EL ELEVATION NTS NOT TO SCALE VB VERTICAL BEND ELEC ELECTRIC O.C. ON CENTER VHD VEHICLES PER DAY EOP EDGE OF PAVEMENT PE POLYETHYLENE W WATER EOTL EDGE OF TRAVEL LANE PGL PROFILE GRADE LINE WL WATER LINE EQPT EQUIPMENT PROP PROPOSED WM WATER METER EQPT EQUIPMENT PS PLANTED STONE FOUND WT WATERTIGHT ESMT EASEMENT PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC NOTES: PVMT PAVEMENT YDS YARDS 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. DESIGNED BY. HFW PROJECT: STONEFIELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY VA SET REV. NO. 3 DRAWN BY: REG DRAWING NUMBER: C -3 TITLE. GENERAL NOTES, ABBREVIATIONS & LEGEND DIHR BY: HFW SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: 213042.04 304204C- ND -2.dwg CML H: N/A V. 11 /7/13 3 of 36 GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS IN. 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 2. 3. 4. 5. A 7. Q 9. 10. 11. 12. 13. o, 14. Ki 2 cal 0 15. c 16. D a I _ti O C N 0 O V m O G O v� 2 m W 04 i 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. 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. 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). 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. UPON COMPLETION OF FIRE 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. 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. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE 11ME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 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. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 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. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO " ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 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. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. RCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICI 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. 1'0. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 1' 1. 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. 1.. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN 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 ALBEMARLE COUNTY SERVICE AUTHORITY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 - 552 -7001) PRIOR TO BEGINNING CONSTRUCTION. 5. 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. 6_ ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 7.. VALVES ON DEAD END ONES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 8. BACKFLOW PREVENTION REQUIRED. 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 ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 9. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 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 OWN R ISK. HIS/HER / 111. 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. 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) 9184 -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 SHAD. 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 SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 13. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 14. A 10 FOOT HORIZONTAL. SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBUC ROAD RIGHT -OF -WAY. 16. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA -CEL PIPIE 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 UD. BLIND TAPS OR PLUGS SHALL BE PROVIDED T0, PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION,. 18. CERTIFICATION THAT 95X 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 UNE SAFETY ACT. ANY COSTS TO COVER UNES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 20. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2013 -00009 WHICH WAS APPROVED BY THE BOARD OF SUPERVISORS ON NOVEMBER 13, 2013. 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 (WP02010- 00023) ARE SHOWN AS PART OF THIS PLAN. CALCULATIONS AND DETAILS FOR THE UNDERGROUND DETENTION SYSTEM SHOWN ARE PROVIDED ON THE "ALBEMIARLE PLACE / STORMWATER MANAGEMENT PLAN AMENDMENT NOX (WP020110- 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). 10. IMPROVEMENTS SHOWN WITHIN THE COSTCO PARCEL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS, AND DETAILS SPECIFIED IN THE " COSTCO WHOLESALE DEVELOPMENT REQUIREMENTS" VERSION 2012, REVISED JULY 20, 2012. 11. SIGNAGE WITHIN THE COSTCO PARCEL SHALL BE PROVIDED IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS SPECIFIED IN THE " COSTCO WHOLESALE DEVELOPMENT REQUIREMENTS" VERSION 2012, REVISED JULY 20, 2012. 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 WETLANID PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND,( /OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698 -4000. 8. A KEY BOX SHALL BE PROVIDED DURING CONSTRUCTION FOR EMERGENCY SERVICES. CONTRACTOR SHALL COORDINATE LOCATION OF THE KEY BOX WITH THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE. 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES 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 FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 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 REQUIREMENn. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPEC ►T10NS 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, SWAL.ES, 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 SMALL GOVERN. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION (METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL - VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 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. ADDED COORDINATION NOTE #8 AND REVISED RU 1- 351 -14 _® CODE OF DEVELOPMENT APPENDIX A R ENGINEERS SURVEYORS PLANNERS LTC, No, 1' 57 AsSOCIATES PO Box 4119 3040 Awetnore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 DATE N0. 10 'AL ► Phone: 434.316.6080 Pl,une�: 434.984:2700 SHEET REVISION BY DATE REVISION BY DATE www.wwassociates.i.net DESIGNED BY.• PCs DRAWN BY. REG DIHR BY: HFW WWA NUMBER: 213042.04 CODiE OF DEVELOPMENT APPENDIX A -- Pet witted/Prohibited Uses by Block* October IS, 2003 (revised „Lttly$ 2010) Rev: 10 -21 -13 *P- Permitted uses Iby block; SP -Uses that may be applied for via Special Use Permit, Blank - Uses prohibited within bl The square footage s for all uses shaded in this table shall count towards the t'etail portion of the non-residential square maximum established in the Code ofDevelo ntent in Table l: "Uses Table" BlockGrEi 1 1 2 1 3 Block Block A B C D E F G Office and business machines sales and sal -vice Detached single family P P P P P P R F Semi- detached and attached single-family dwellings such as duplexes, triplexes, quadrnplexes, townhouses, atrium houses and patio houses i and accessory apartments, P P P P P P E multiple-family ­ dwclliu s P P P P' P S Mental of permitted residential uses P P P` P P P- Outdoor storage, display and/or sales serving or associated with a by -right permitted use, if any portion of the use would be visible wn a frovelwa Homes for 1develo mentall disabled' persons (reference 5,11,07 P P P P' P SP U Boarding houses P P P P P P S Tourist lodglags,Le ference 5,1,1'1 P P P P P P` E Morrie occn ation Class A reference 5,?2 P P P'' P P P S (Home occupation, Class B reference 5.2 SP SP SP I SP SP' P Public and private utilities and nh- astructure Accessaitry uses and brijildings,,including storage buildings P P P' P' P P P Public uses and buildings, including temporary or n>obile facilities such as schools, offices, parks, playgrounds and roads funded, owned or operated by local, state, or federal agencies, public water =rand sesvar transmission, main or trunk lines, treatment facilities, pumping stations and the litre, owned and/or operated by the Rivanna Water and Sewer Ai thorit Assisted living P P P' P P '' P' P' Research and develo moot activities Including ev erituental'testin Rest home nurshi liolnes,-or convalescent homes P P P P P P' P Retail nurseries and - greenhouses Admhtistvativoe business and 'professional offices' P' P P' P P P P Sales & Service of goods associated with rhtcl at use P P' i' P P F P Sales ofma`or reereationat equipment and vehicles Atntl `ue ift jewelry, notion and craft shops P P P' P' P P' P School of special instruction Auction houses P P P P P P P N Automobile laundries `: P P P' P P P' P O Autounobile truck re` air sho excluding body, sh2p SP SP 3P SP SP P ' N Atutomobile service stations reference 5 .1.20 P* P Barber, beauty shops P P P P P P R Body Shop SP SP SP SP P SP SP P E Buiidin materials sales P P ? I P P P P P S Tier I person al wireless service facilities reference, S, 1.40 P P P P P P P P 1 Tier lI persoinal wireless sen ice facilities refeteence 51.40 P P P'' P P P P P D Tier III personal wireless service facilities reference 5.1,40: SP SP SP SP SP SP SP P E Cemeteries 5. Tern Orai n0711 "831delttia) tnolrilt; ItameS (reference a P P P P P P N Churches P P P P P P P P T I Clothing, apparel and 'shoe sho s P P P P P P P P A Clubs, lodges, civic fraternal, petriodo reference 5.1.2 P P P P P P P.' L Commercial kennels- ,indoor only reference 5,1.11 P P P" P P P P P U Comtnarclal irecreatiott establishments including but not limited to amusetnenn centers bowling allays, pool halls and dance halls P P P' P P P P SR S Community center P P P` P P' P P' E Comtractors' office and quiptnent storage yard P P P' P P P P S Convenience stares P P P P P P P Da care child care or nursery facilit reference 5.1.06 P P P' P P P P Department store P P P' P P P' P Drive -in theaters Driv ' iadotivs serving or associated with perinitted arses SP I SP I SP SP SP SP SP Dni& store, pharinacy P I P P P P P_ Bating esstablislunent (itot inoludiu' fast food restaurant F P P P P P P 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES 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 FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 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 REQUIREMENn. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPEC ►T10NS 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, SWAL.ES, 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 SMALL GOVERN. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION (METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL - VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH 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. ADDED COORDINATION NOTE #8 AND REVISED RU 1- 351 -14 _® CODE OF DEVELOPMENT APPENDIX A R ENGINEERS SURVEYORS PLANNERS LTC, No, 1' 57 AsSOCIATES PO Box 4119 3040 Awetnore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 DATE N0. 10 'AL ► Phone: 434.316.6080 Pl,une�: 434.984:2700 SHEET REVISION BY DATE REVISION BY DATE www.wwassociates.i.net DESIGNED BY.• PCs DRAWN BY. REG DIHR BY: HFW WWA NUMBER: 213042.04 PROJECT: STONE IELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY, VA TITLE: GENERAL NOTES FILE NAME. DISCIPLINE: SCALE: DATE. 304204C- ND -3.dwg CML H; NIA 1 1 /7/ 13 SET REV. NO. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 36 _C0D9 0.Tf DEVELOPMENT. APPENDIX A - PerinitterllPt o�libi�st trs.1� _ Ploclt* - - - October 1'5, 2003 (rrevised--- _- :7t18.20It3 Rev: ]Q -21 -13 *P- Permitted uses by black; SP -Uses that may be applied for via Special Use Pcnsnit; Blank- Uses prohibited within block. Thesquart foot( es for all uses shaded in this (able shalleoottt towards the retail portion of the non-residential are footage g ., p '� g t maxitttunt established in the Code ofDeveio tttettt to Table I. Uses Table Block Group 1 2 3 Block A B C I D E P G Office and business machines sales and sal -vice P P P P P P P Optical goods sales P P P P P P P _ Outdoor Amphitheatre with no fixed seats and ]in), ited operation such as no loudspeakers after l0 nt weekends only, ate) P Outdoor eatigg establishtitent or caf6 P P P P P P P- Outdoor storage, display and/or sales serving or associated with a by -right permitted use, if any portion of the use would be visible wn a frovelwa SP SP SP SP SP SP SP Parks playgrounds and civics aces P P P P P P P Photographic goods sales P P `° P P P P P` Private schools P P P P P P P Professional offices iholuditi medical dental and optical P P' P P P "P P Public and private utilities and nh- astructure P P;', P P P P P- Public uses and buildings, including temporary or n>obile facilities such as schools, offices, parks, playgrounds and roads funded, owned or operated by local, state, or federal agencies, public water =rand sesvar transmission, main or trunk lines, treatment facilities, pumping stations and the litre, owned and/or operated by the Rivanna Water and Sewer Ai thorit P P P P P P P Research and develo moot activities Including ev erituental'testin P P P P P P P Retail nurseries and - greenhouses P P` P "P F P P Sales & Service of goods associated with rhtcl at use P P' i' P P F P Sales ofma`or reereationat equipment and vehicles P F School of special instruction P P+ P P P P P Seasonal and periodic events such as holiday festivals, community fairs, artisan and public open markets, and other pedestrian related events to be conducted on ad'acent private !streets P P P » P P , P P Temporary Events SP SP SP 3P SP SP SP- Septic tank sales and related services 5 ortln :oods sales ': P P P <P P <_.P P 1 Stand alone Parking and Larking 'structures reference 4.12 SJAI P P P P P P P Starmwater management facilities shown on an approved final site Ian or subdivision tat P P P P P P P' swim golf, tannis or athletic f4cilitz P P P P P P P Tailor seamstress P P P P P P P Teirpora!2 construction uses reference 5;1:18 P P, P P P P P' 5. Tern Orai n0711 "831delttia) tnolrilt; ItameS (reference a P P P P P P P Veterinary Office and Hospital ; P P P P P P P' Visual and audio appliances sales P P P P P P P Warehouse facilities not permitted under section 24,23 ( reference 9.D Wayside stands - vegetables and agricultural produm (reference 5.L14 P P P P P P P Wholesale Distribution Slt 3P3R I ,SR SR 16bS955_7.$;DOC * The Service Station use an Land Bay F shown on the Application Plan at F5 will be limited to a Fuel Facility which will operate as an accessory 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. PROJECT: STONE IELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY, VA TITLE: GENERAL NOTES FILE NAME. DISCIPLINE: SCALE: DATE. 304204C- ND -3.dwg CML H; NIA 1 1 /7/ 13 SET REV. NO. 3 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 36 3 v, I Z VI N O M / c 0 a w cn 'v ii 0 N 0 M N / 0 0 U c 0 c W 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 lh CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CiONSTRUCTION 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 REVISION m SHEET REVISION D_ 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 MATERIAILS 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 PIERFORM 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 ADDIENDUM 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 ENGINEERIING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINIEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENIDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. DESIGNED BY: PROJECT: SET REV. NO. JDB STONEFIELD BLOCKS F & G 3 W_ ENGINEERS DRAWN BY FINAL SITE PLAN SURVEYORS JD13 ALBEMARLE COUNTY VA DRAWING NUMBER: PILANNERS TITLE. DIHR BY. GENERAL EARTHWORK NOTES C -5 Lip, Ivy; 122.57 SSOCI.ATES HFW SHEET NUMBER: .F PO Box 4119 3040 )Avemore Square Pl. Lynchburg, VA 24502 Chazllattesville,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: Phone: 434.316.6080 Pl,oene: 434.984.2700 304204C-ND CIVIL H: NSA OI JAL www.wwassoctatces.net 213042.04 9 1117113 5 of 36 V. N/A r N C: O C� 04 O 0 V) C4 M L T+L, �,,4lp ITH J--L 77 ) TT-� Curve Table J� It ------- Radius (ft) Delta Chord Length (ft) Chord Direction C1 22.50 126.50 010' 11'31 22.47 N49'33'02 "W I C2 it i�, I'� j j, ji 1 22.56 1 S49*33'02 *E L6 N 35'21'13* E 9.48 L7 N 80*21'13* E 21.24 L8 S 54'38'47" E 47.96 L9 �Q 21.24 L10 S 80'21'55" W 17.67 L11 N 54*3847* W Ij L12 N 41'33'14" E 13.01 L13 N 35'19'23" E 20.97 L14 N 09• 33'00" W 37.53 L15 Z 10.16 L16 N 79'55'16" E 4.42 I L qY- LJ J -------------- ------ ----- D------ ----- )L M L T+L, �,,4lp ITH J--L 77 ) TT-� Curve Table Curve # Length (ft) Radius (ft) Delta Chord Length (ft) Chord Direction C1 22.50 126.50 010' 11'31 22.47 N49'33'02 "W I C2 1 22.59 1 127.00 1 010,11,310 1 22.56 1 S49*33'02 *E F11 i L Ll T m P 'ES, Lc i--F�i --� Ll L. t i t /A L R 7 0 " " t I - I. )I /: INLET —4= D RA I NA,,7 E (-,-,,RANjT D T,1 E� —477 1` 77 'D 1NI �/ �N-4,74.94 28 --- ----- L, Zz " I , P/ AT 7'? j 14 4��9, FS F119 -5 771)�� V Line Table Line Direction Length (ft) Ll N 09*38'56" W 12.72 L2 N 80'21'04" E 12.73 L3 S 54*3847" E 14.44 L4 S 54*3847" E 3.00 L5 N 3572113" E 31.00 L6 N 35'21'13* E 9.48 L7 N 80*21'13* E 21.24 L8 S 54'38'47" E 47.96 L9 S 09*38'05" E 21.24 L10 S 80'21'55" W 17.67 L11 N 54*3847* W 25.00 L12 N 41'33'14" E 13.01 L13 N 35'19'23" E 20.97 L14 N 09• 33'00" W 37.53 L15 S 58*4355" E 10.16 L16 N 79'55'16" E 4.42 -16"LLD/P INV nil T-445,85 it 4 \> ivlhd v -4465.58 N 16" DIP /N'v W G) T- 4 4 \< \�7 V X -J Q1 < E�0' l\ A A ( C�7, �ml N S T V � Lj� DB-V4z-')� G 6 < rP 0 2 C') DB -5 -G I DE, 21 BENCH CHISELED '4'-) _, L22 481.52 4 h -4 10 L 2, El W f . . . ........ . 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DDB STONEFIELD BLOCKS F & G ENGINEERS DRAWN BY. FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUN7Y. VA DRAWING NUMBER: PLANNERS TITLE. Lh4 Lic, No, 12257 DIHR BY. EXISTING CONDITIONS & DEMOLITION PLAN C-6 sSOCIATES HFIN A PO Box 4119 3040 Awemore Square P1. SHEET NUMBER: Lynchburg, VA 24502 Charloutesville, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: Phone: 434316.6080 Phone.: 434.984.2700 C',/IL H: 1"�-60' NO. 10 L www.wwassociates..net 213042.04 304204C—EX.dwg 1117113 6 of 36 SHEET REVISION BY DATE NO. SHEET REVISION 13Y DATE I V. NIA -- - - --- ►IIII V ►IIIIIh �IIIIII� o+ 3 v I CL Q) �I 0 0 i c 0 'a m cn a 0 0 N O V O O U c 0 as c W 0 N Ch at N I a N 0 0 i c 0 a m cn 0 i` V 0 0 N O V o� O CJ 'O 'vm.. c O r.. O c W N O N z v+ 3 13 I Q. 0 0 i c v Q. a� c� v i� V O V 0 R N O V O O U m m c 0 v C W N O M N v► 3 I 0 UI st O 0 M i c v a cn 'v v- 0 C 0 N i 0 U O U v V c 0 as c b W 0 N - - - -- _ -- y — _ \'WESTFIELD, " SECTION 3 D. B. 697, PG 425 -426 PLAT D.B. 703, PG 7,32 PLAT �17 -D. B. 704, PG 517 PLAT eGF \I — D.B. 712, PG 689 PLAT !04 �ZON R 10 AN R 1 I \ \ \\ I I I \ ij I ED D 5 AGE I I I �T�-7 0 / USE: \ \ PAR ING E , AND I / \ SE RESIDENTIAL 0 \ ASEMEN \ P�.\ �0 \ I TED \ \ P\ 5ATTE-rp-� T I P N \ _ N D B. \ \_-� \ j. y\ I I 712, PG 3 ' t �o' \ -/v I a -- '� / 7ED ALL = � � iF' \ I RRA Tl'P TP 500 — _S EN W L RET \ 5' DRAT NAGM T= S00 UTILITY EASEMENT D. B. I I — PGA;'( 5 517 IL RRA\, -14-1 f \ �� �� D -� — -- ���w O` i Tc \ C ,7 Tc_ � TC SEE JUNCTION; vim. TC j — ( / BOX /WALL f�ETAJL 7 6 \ T A _ XI R� — , -� C TC DWG N0. C28,� W4- 226.1 E _ — \ C \ m1 - / �� ��- � ' ' 82.8. W ; : ALL t� M D T r, , ..W o � � - --4-70 W D — W N .,. I_ �- -- T - � TC c T� � 1 H � � H1T .7' b BENCHMARK o CHISELED �� EIS ®F itL L \ \ V \ I V c \� SDUARE�. TC - -- �` \ TC \ O \ v \ �. A �'�. 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Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.naet TC EX Pt .-Rk! II Wei ,�'\ _ iFl iii � � %�� mil• 12 ENIGINEERS 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.naet v► 3 N I a U) O C4 O M C O a m to O li O O P N O V O O U S2 'v. m c O c W O N / 91 a O C11 Cn O C4 4) C 0 (n z MATCH LINE DWG NO. C-12 CAN Pv,-, li 4 II \ \I I I A I v Oro I wale- MR N ilk 1� CQ TO, I EXISTING PHASE 2 \j 0 STRUCTURE LOCATIONS.4§HOWN FOR EX164 _j NORTH SEDIMENT BASIN TO EX158 AND STRUCTURES EX 184 TO JEX It Im 163 TO BE REVISED FROM THE ORIGINAL I STRUCTURE LOCATIONS SHOWN ON WW "ALBEMARLE PLACE STORMWATER � I j ' � I I - -I - I I; I!�li �i � �� �I V ��� MANAGEMENT PLAN, AMENDMENT No. � A PO 201000023. 20' PUBLIC nommAr-P ( _ EASEMENT _ 1A fE2 36,1 8 HDPE 162 L EXISTING 101 2�FFER--", m i -PG 331t) bB,,\ 403-0, NJ t Y-Y 4 O.:X. 20 PUBLIC i\d DRAINAGE EASEMENT -7� E­ U –7 G VV w 1 E 1X. 115 �j D P �j C (),H - E' I UIH E -7 w�== H E�,' (D H E mm I R /w w'--z- N __7 A �-�_-p )�,�GH7­�!GN . .... 77 ..- 'Ell T/ _CP E 30" R 11 , / I w w vv w w w w w BENCHMARK SIGN ROAD SIGN < CHISELED J/ SQUARE— TRAFFIC U.S.RTE. 2 9 - SEMINOLE TRAIL —) - - ____ - — i __7 460.98 JUNCTION < BOX __A IF THIS DRAWING IS A REDUCTION 4, 6 GRAPHIC SCALE MUST BE USED - Fr SCALE: 1 30' = , 30' 0 '30 –7 A _A1111 C, 2 REVISED GRADING RU 2-6-14 DESIGNED BY. PROJECT: SET REV. NO. DDB STONEFIELD BLOCKS F & G 3 ENGINEERS DRAWN BY. EAE' ON�N NL TSURVEYORS REG/Ta ALBMRL CUTY, VA DRAWING NUMBER: ]PLANNERS TITLE. DIHR BY: GRADING AND DRAINAGE PLAN C -13 Lic, No, 12257 AsSOCIATES HFW 1 _)3 - PO Box 4119 304u0 Avemore Square PL T17 SHEET NUMBER: 0 Lynchburg, VA24502 Chialouesville,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE: Phone: 434.316.6080 P11none: 434.984 2700 CML H: 1' =30' L www.wwassociwessict 213042.04 304204C—GP-3.dwg 11171131 13 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE A L V. NIA MATCH LINE DWG N0. C-12 SEMINOLE PLACE PROVIDE 6m HDPE COLLECTION PIPE. 3.0, CONNECT EXISTING SEGMENTAL RETAINING TRFE \��_WALL DRAINS TO COLLECTION PIPE. ,(� �Tp DAYLIGHT TO ADJACENT STORM SEWER. X OIL/WATER SEPERATOR NX! EMERGENCY SHUTOFF VALVE X L Xm 01 ON, r=i, wilaim Tr OIL/WATER SEPARATOR 77,77' ZERA ; TOP=476.66 TC p '6 77(),# 76,26' EP FEP TOP=47 6.41 IF011201.1 76,87' 87 X6'TC wale- MR N ilk 1� CQ TO, I EXISTING PHASE 2 \j 0 STRUCTURE LOCATIONS.4§HOWN FOR EX164 _j NORTH SEDIMENT BASIN TO EX158 AND STRUCTURES EX 184 TO JEX It Im 163 TO BE REVISED FROM THE ORIGINAL I STRUCTURE LOCATIONS SHOWN ON WW "ALBEMARLE PLACE STORMWATER � I j ' � I I - -I - I I; I!�li �i � �� �I V ��� MANAGEMENT PLAN, AMENDMENT No. � A PO 201000023. 20' PUBLIC nommAr-P ( _ EASEMENT _ 1A fE2 36,1 8 HDPE 162 L EXISTING 101 2�FFER--", m i -PG 331t) bB,,\ 403-0, NJ t Y-Y 4 O.:X. 20 PUBLIC i\d DRAINAGE EASEMENT -7� E­ U –7 G VV w 1 E 1X. 115 �j D P �j C (),H - E' I UIH E -7 w�== H E�,' (D H E mm I R /w w'--z- N __7 A �-�_-p )�,�GH7­�!GN . .... 77 ..- 'Ell T/ _CP E 30" R 11 , / I w w vv w w w w w BENCHMARK SIGN ROAD SIGN < CHISELED J/ SQUARE— TRAFFIC U.S.RTE. 2 9 - SEMINOLE TRAIL —) - - ____ - — i __7 460.98 JUNCTION < BOX __A IF THIS DRAWING IS A REDUCTION 4, 6 GRAPHIC SCALE MUST BE USED - Fr SCALE: 1 30' = , 30' 0 '30 –7 A _A1111 C, 2 REVISED GRADING RU 2-6-14 DESIGNED BY. PROJECT: SET REV. NO. DDB STONEFIELD BLOCKS F & G 3 ENGINEERS DRAWN BY. EAE' ON�N NL TSURVEYORS REG/Ta ALBMRL CUTY, VA DRAWING NUMBER: ]PLANNERS TITLE. DIHR BY: GRADING AND DRAINAGE PLAN C -13 Lic, No, 12257 AsSOCIATES HFW 1 _)3 - PO Box 4119 304u0 Avemore Square PL T17 SHEET NUMBER: 0 Lynchburg, VA24502 Chialouesville,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE: Phone: 434.316.6080 P11none: 434.984 2700 CML H: 1' =30' L www.wwassociwessict 213042.04 304204C—GP-3.dwg 11171131 13 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE A L V. NIA MATCH LINE DWG N0. C-12 SEMINOLE PLACE PROVIDE 6m HDPE COLLECTION PIPE. 3.0, CONNECT EXISTING SEGMENTAL RETAINING TRFE \��_WALL DRAINS TO COLLECTION PIPE. ,(� �Tp DAYLIGHT TO ADJACENT STORM SEWER. o► 3 F� U� O N O c v 'a m EX) cn 'o 0 0 N O U O O U 32 O c O c m W N O N / v+ 3 N U� eh' C 0 c v a m .r cn 'o 0 0 N O V O O U 22 m c 0 a� c W N O N / zi C.), O c" C4 wV c" C4 F_J vil MATCH UNE DWG NO. 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IN RILL!"I I .3 Lam-MrQ1i1MMME 9@1101V� aim MM lin FINE LIE 'M NI NEW Mull MIN =11 =ME= ■ M M�IMMI.O.Li son", HE • MEMEL MIMPRE! k Zmw MLM=2A&Uw1 1 ii '���p paw l EIMI =0 MEN 00OLOIA13 - - 0 IN Mm 101111 ■ m� V. 1. on" MEN IMME kg�Vllmi FINE! Mon FINE! IN 0 ® 1 MKAdFWfVJr47M, OEM i No sissf, =CSC: FAWAIN IM M1ME1I11I1 "�Mllm L INS �1001f IN Nd on ig&62�A m�m�l AM on iii _ i I S A Eirv-1 ®all • 11 � �-Mm NOW FA M': M I E 01111111110111111 i=�l FINE MIII mi�� j milC EMPI=. IMIK. N �c--! !IIE1MM 0 ��ng IN IMMIN ��mi MINNIE —011016! !will r. • 1]J .11 1 }�-i -iii■ CCC NNIIIIiilm � Imulwm� his MIN 111110111111111 MEMI MMEIIM "EME" ME No FINE! IN E 111101111111111111 11 MINES m�l�o qriwiw� �MIM�'.��.��CCCC�C 1MMN m�l 10+00 10+50 11+00 11+50 PROFILE VIEW: NEW STORM 1.3 10+00 10+50 PROFILE VIEW: NEW STORM 1.4 off DISCIPLINE: 7��l SCALE: IN 213042.04 304204C-PP- l.dwg 1 CML IF;vA IL'scm,��1HEim 1 ME IN I W, a N Igo B1 HEM ME MEN MINE: ANN 111011111111111 EASE 11111011111111 i 1MM E. v F11 I FIX ME "Aj1�iyw � PON FINE! L%MM • FINE! IN RILL!"I I .3 Lam-MrQ1i1MMME 9@1101V� aim MM lin FINE LIE 'M NI NEW Mull MIN =11 =ME= ■ M M�IMMI.O.Li son", • MEMEL MIMPRE! k Zmw MLM=2A&Uw1 1 paw l EIMI =0 MEN 00OLOIA13 - - IN Mm 101111 ■ m� V. 1. on" MEN IMME kg�Vllmi FINE! Mon FINE! IN 0 ® 1 MKAdFWfVJr47M, OEM i No sissf, =CSC: FAWAIN IM 10+00 10+50 PROFILE VIEW: NEW STORM 1.4 10+00 10+50 11+00 11+50 12+00 PROFILE VIEW: NEW STORM 1.1 2E off DISCIPLINE: 7��l SCALE: IN 213042.04 304204C-PP- l.dwg 1 CML IF;vA IL'scm,��1HEim 1 ME IN I W, a N Igo B1 HEM ME MEN MINE: ANN 111011111111111 EASE 11111011111111 i 1MM E. v F11 I FIX ME "Aj1�iyw � PON FINE! L%MM • FINE! IN .3 Lam-MrQ1i1MMME 9@1101V� aim MM lin FINE LIE 'M NI NEW Mull MIN =11 =ME= ■ M M�IMMI.O.Li • MEMEL MIMPRE! k Zmw MLM=2A&Uw1 paw l EIMI =0 MEN 00OLOIA13 - - =0641 Mm 101111 ■ m� iii on" MEN IMME kg�Vllmi FINE! Mon FINE! IN 0 ® 1 MKAdFWfVJr47M, OEM i No sissf, =CSC: FAWAIN IM M1ME1I11I1 "�Mllm L INS �1001f IN Nd on ig&62�A m�m�l AM on iii _ i I S A Eirv-1 ®all • 11 � �-Mm NOW FA M': M I E 01111111110111111 i=�l FINE MIII mi�� j milC EMPI=. IMIK. N 10+00 10+50 11+00 11+50 12+00 PROFILE VIEW: NEW STORM 1.1 2E 9+50 10+00 10+50 11+00 11+50 12+00 12+50 PROFILE VIEW: NEW STORM 2 rIS 1. 2. 3. 4. 5. 6. off DISCIPLINE: 7��l SCALE: IN 213042.04 304204C-PP- l.dwg 1 CML IF;vA IL'scm,��1HEim 1 ME IN I W, a N Igo B1 MEN MINE: 111011111111111 11111011111111 1MM E. ME PON FINE! L%MM • FINE! IN .3 Lam-MrQ1i1MMME 9@1101V� aim MM lin LIE 'M NI NEW Mull MIN =11 =ME= ■ M M�IMMI.O.Li • MEMEL MIMPRE! k Zmw MLM=2A&Uw1 paw l EIMI =0 MEN 00OLOIA13 - - =0641 Mm 101111 ■ m� iii on" MEN IMME kg�Vllmi Mon FINE! IN 0 ® 1 MKAdFWfVJr47M, OEM i No sissf, =CSC: FAWAIN M1ME1I11I1 "�Mllm L INS �1001f IN L! on ig&62�A m�m�l AM on i I S A Eirv-1 ®all • 11 � �-Mm NOW FA M': M I E 01111111110111111 i=�l FINE MIII mi�� j milC EMPI=. IMIK. N �c--! !IIE1MM 0 ��ng IN IMMIN ��mi MINNIE —011016! !will r. • 1]J .11 1 }�-i -iii■ CCC NNIIIIiilm � Imulwm� his 111110111111111 MEMI MMEIIM "EME" ME No FINE! IN E 111101111111111111 11 MINES m�l�o qriwiw� �MIM�'.��.��CCCC�C 1MMN m�l "'- C ' IN F "- •• � B 17 Ell vjEms P41MM11- M Wo ff AJIM M Mm owl 1-12 � lu-� IN E U L-xz 3M &M M1ME1I11I1 �NER2 I1M1MMI1 MM MORI mill, IMF MIN Im MEN OP4 cn �-01001 MEa IN 70� NOW 094 MAINE! lip— FENNO! C-1111IME 9+50 10+00 10+50 11+00 11+50 12+00 12+50 PROFILE VIEW: NEW STORM 2 rIS 1. 2. 3. 4. 5. 6. 10+00 10+50 11+00 PROFILE VIEW: NEW STORM 1.5 off DISCIPLINE: 7��l SCALE: IN 213042.04 304204C-PP- l.dwg 1 CML IF;vA IL'scm,��1HEim 1 ME IN I W, a N Igo B1 MINE: 111011111111111 11111011111111 1MM E. ME PON FINE! L%MM • .3 Lam-MrQ1i1MMME aim LIE 'M Mull MIN =11 =ME= ■ M • MEMEL MIMPRE! k Zmw MLM=2A&Uw1 paw l EIMI =0 00OLOIA13 12MAMM, WRU:Lm =0641 Mm 101111 ■ iii on" c IMME kg�Vllmi Mon FINE! ;.A-1 0 ® 1 MKAdFWfVJr47M, i No sissf, FAWAIN M1ME1I11I1 "�Mllm L INS �1001f L! on m�m�l AM on CC � �-Mm M': M I E 01111111110111111 i=�l FINE MIII mi�� j milC EMPI=. IMIK. N �c--! !IIE1MM 0 ��ng IN IMMIN ��mi MINNIE MINE CCC NNIIIIiilm 10+00 10+50 11+00 PROFILE VIEW: NEW STORM 1.5 ID 17.,' 15" !M off DISCIPLINE: 7��l SCALE: IN 213042.04 304204C-PP- l.dwg 1 CML IF;vA IL'scm,��1HEim 1117113 D, IN I W, a N Igo B1 MINE: 111011111111111 11111011111111 E. PON FINE! L%MM • .3 LIE 'M MIN =11 =ME= ■ M • MEMEL MIMPRE! k Zmw MLM=2A&Uw1 paw l =0 00OLOIA13 12MAMM, WRU:Lm =0641 Mm iii on" c IMME kg�Vllmi FINE! ;.A-1 0 1 MKAdFWfVJr47M, No sissf, FAWAIN M1ME1I11I1 "�Mllm L INS �1001f L! m�m�l AM mmma--� CC � �-Mm M I i=�l Ell MIII mi�� j EMPI=. IMIK. N �c--! !IIE1MM 0 IN IMMIN MINNIE MINE CCC NNIIIIiilm � Imulwm� 111110111111111 MEMI MMEIIM "EME" ME No FINE! IN E 111101111111111111 ID 17.,' 15" !M 10+00 10+50 HIGH FLOW BYPASS off DISCIPLINE: SCALE: DATE: 213042.04 304204C-PP- l.dwg 1 CML IF;vA H: 1'%=50' V. 11�--101 1117113 D, IN I W, a N Igo B1 MINE: 111011111111111 11111011111111 E. PON FINE! L%MM • .3 W72011 'M =ME= ■ M • MEMEL MIMPRE! k Zmw MLM=2A&Uw1 paw l =0 00OLOIA13 12MAMM, WRU:Lm =0641 Mm on" c kg�Vllmi FINE! ;.A-1 0 1 MKAdFWfVJr47M, No sissf, FAWAIN M1ME1I11I1 "�Mllm INS L! m�m�l AM mmma--� M I i=�l Ell MIII mi�� j !IIE1MM MINNIE MINE CCC NNIIIIiilm � Imulwm� 111110111111111 MEMI MMEIIM "EME" ME No FINE! IN E 111101111111111111 �MIM�'.��.��CCCC�C 1MMN m�l "'- C ' IN F "- •• � B 17 Ell vjEms M Wo ff AJIM M Mm owl 1-12 � lu-� IN E U L-xz 3M &M M1ME1I11I1 I1M1MMI1 mill, MEN OP4 cn �-01001 MEa IN 70� NOW 094 10+00 10+50 HIGH FLOW BYPASS 11+00 11+50 12+00 12+50 13+00 PROFILE VIEW: NEW STORM 1.2 1 FILE NAME. DISCIPLINE: SCALE: DATE: 213042.04 304204C-PP- l.dwg 1 CML vil H: 1'%=50' V. 11�--101 1117113 D, MINE: 111011111111111 11111011111111 E. PON FINE! L%MM • .3 W72011 'M ■ M • MEMEL MIMPRE! c kg�Vllmi No sissf, M1ME1I11I1 SEEK-] mmma--� 11+00 11+50 12+00 12+50 13+00 PROFILE VIEW: NEW STORM 1.2 1 10+00 10+50 10+00 10+50 EM PROFILE VIEW: NEW STORM 3 PROFILE VIEW: NEW STORM 4 TOP OF MANHOLE ELEVATIONS SUBJECT TO CHANGE PER FINAL GRADING. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. STANDARD STEPS (ST-11) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. SAFETY SLABS (SL-1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. INLET SHAPING (IS-1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4. ALL MH-11 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. ENGINEERS SURVEYORS PLANNERS Lic. No. 122.57 ASSOCIATES PO Box 4119 3040 Avernore Square P1. Lynchburg, VA 24502 Charlottesville, A22911 Phone: 434.316.6080 Phone: 434.984.2700 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 10 AL www.wwassociates.net 10+00 10+50 11+00 PROFILE VIEW: NEW STORM 5 IF THIS DRAW114G IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY.- PROJECT.- DDB STONEFIELD BLOCKS F & G DRAWN BY. FINAL SITE PLAN TO ALBEMARLE COUNTY, VA TITLE. DIHR BY.- STORM SEWER PROFILES HFIff WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: 213042.04 304204C-PP- l.dwg 1 CML H: 1'%=50' V. 11�--101 1117113 PON FINE! L%MM • .3 W72011 'M ■ M sissf, MINE CCC � MMEIIM No FINE! IN No 0 "'- C ' IN F "- •• � M Wo ff AJIM M Mm owl 1-12 � lu-� E U L-xz 3M 10+00 10+50 10+00 10+50 EM PROFILE VIEW: NEW STORM 3 PROFILE VIEW: NEW STORM 4 TOP OF MANHOLE ELEVATIONS SUBJECT TO CHANGE PER FINAL GRADING. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES WHEN FINAL GRADING IS COMPLETED UNLESS SHOWN OTHERWISE. STANDARD STEPS (ST-11) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. SAFETY SLABS (SL-1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. INLET SHAPING (IS-1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4. ALL MH-11 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. ENGINEERS SURVEYORS PLANNERS Lic. No. 122.57 ASSOCIATES PO Box 4119 3040 Avernore Square P1. Lynchburg, VA 24502 Charlottesville, A22911 Phone: 434.316.6080 Phone: 434.984.2700 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 10 AL www.wwassociates.net 10+00 10+50 11+00 PROFILE VIEW: NEW STORM 5 IF THIS DRAW114G IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10' 0 10' 50' 0 50' HORZ: 1 " = 50' DESIGNED BY.- PROJECT.- DDB STONEFIELD BLOCKS F & G DRAWN BY. FINAL SITE PLAN TO ALBEMARLE COUNTY, VA TITLE. DIHR BY.- STORM SEWER PROFILES HFIff WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: 213042.04 304204C-PP- l.dwg 1 CML H: 1'%=50' V. 11�--101 1117113 SET REV. NO. 3 DRAWING NUMBER: C-17 SHEET NUMBER: 17 of 36 O 3 N I OL CiU� d� O O C O m w 'v [i �t- 0 0 N / O V W O U O O W C O W O M N / ze cL Li ci C*q C4 E 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 PROFILE VIEW: New SSWR ExS 13-AM 495 495 505 - ------ 495 AC7 ---------- 490 F_ r-3 "Ut CD 490, c� 500 -Al —=I-- 485 CD 485 co 490 L OUND O 495 480 00 n 495 480 C:l 475 W -4- + n 75 4 470 490 =4 4701 L 4 90 ......... ------- (DF 4 65 465 485 — ---- - 460 E 76, -PH r 14LTT 0.-51x- 485 460 485 -4 485 _N8 )E- 1-iXISTING 480 4=4== NEW 480 r X 455 n P_ D.N. IN 450 475 an 50 4 04 475 7t 470 Lc) 445 - -- 470 3 I MAN 5 ---------- L90 N, I IN Ei co co 440 — o 470 I 440 __1 lie -- ------------ 465 435 460 _1 435 -t2l.2- LF-.-OF a �Jc I -TZ"--LF b" 00.51 465 F NBA -5 M 460 455 430 + 2% 430 --r-pvc-1111 URI =p 460 04 450 425 + a- _T_ CKLOV, 11 ---- - --- ------ 425 420 c*4 .4 In _X Fn 1 4 921) 420 445 IMA + — - ---- cc 455 445 _A I r ^I- LIM 1 5 F. L. Or - — — --------- 4__ 171 & 440 %e 440 rn W 435 435 + 430 430 450 -- _j ---- C4_ AcAl 1 ------ T— R 0 04 445 - ----- 1-2" P\C-A Q.64X AC; -U!, CIO + Cb c • ---------- 440 "0 4-1 435 1 4351 430 UP qWl All- 430 425 4 25 420 420 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 PROFILE VIEW: New SSWR ExS 13-AM 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 PROFILE VIEW: New SSWR AF-Ex 16+00 495 495 505 - ------ ---------- 490 F_ r-3 "Ut CD 490, c� 500 -Al —=I-- 485 CD 485 OUND el% 495 480 495 480 C:l 475 -4- + n 75 4 470 490 =4 4701 L 4 90 ......... 4 65 465 460 76, -PH r 14LTT 0.-51x- 485 460 Ly_.oF--NtLw- -4 485 1-iXISTING NEW 480 r 455 LU. 0 D.N. IN 450 475 50 4 04 7t 470 Lc) 445 - -- 470 3 I MAN L90 Ei co co 440 — o I 440 __1 lie -- ------------ 435 460 _1 435 a �Jc I 455 430 430 URI =p 04 450 425 + a- _T_ WN 11 ---- - --- ------ 425 420 c*4 In _X Fn 420 445 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 PROFILE VIEW: New SSWR AF-Ex 16+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 PROFILE VIEW: New SSWR ExS 13 -AM IF THIS DRAWING; IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: lw= 10' 10' 0 10" 50' 0 wo HORZ: 1 " = 50' 2 REVISED PROFILES PER NEW LAYOUT RU 1 ­31-14 DESIGNED BY. PROJECT. SET REV. NO. ai WN 3 REVISED PIPE MATERIAL RU 3­ O JDB 11-14 STONEFIELD BLOCKS F & G 3 ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS ALBEMARLE COUNTY N TY VA DRAWING NUMBER: PLANNERS TITLE. Lie, No, 1�_25 7 AsSOCIATES DIHR BY HFW SANITARY SEWER PROFILES C -19 -4 — I PO Box 4119 3040,Avernore Square Pl, SHEET NUMBER: Lynchburg, VA 24502 Char lou—ille, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: Phone: 434.316.6080 Phone. 434.984.2700 CML H: 1`-50: NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 101NAL, www.wwassociates.net 213042.04 304204C-PP-3.dwg V.- 1 *_= 10 1117113 19 of 36 505 505 - ------ 500 CD 495 495 C:l n 490 =4 4 90 485 485 1-iXISTING NEW 480 r 475 470 470 3 MAN 460 455 450 04 00 WN 11 ---- - --- ------ c*4 445 IMA + — - ---- cc 14 C 14 445 5 4__ 440 440 435 435 430 430 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 PROFILE VIEW: New SSWR ExS 13 -AM IF THIS DRAWING; IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: lw= 10' 10' 0 10" 50' 0 wo HORZ: 1 " = 50' 2 REVISED PROFILES PER NEW LAYOUT RU 1 ­31-14 DESIGNED BY. PROJECT. SET REV. NO. ai WN 3 REVISED PIPE MATERIAL RU 3­ O JDB 11-14 STONEFIELD BLOCKS F & G 3 ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS ALBEMARLE COUNTY N TY VA DRAWING NUMBER: PLANNERS TITLE. Lie, No, 1�_25 7 AsSOCIATES DIHR BY HFW SANITARY SEWER PROFILES C -19 -4 — I PO Box 4119 3040,Avernore Square Pl, SHEET NUMBER: Lynchburg, VA 24502 Char lou—ille, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: Phone: 434.316.6080 Phone. 434.984.2700 CML H: 1`-50: NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 101NAL, www.wwassociates.net 213042.04 304204C-PP-3.dwg V.- 1 *_= 10 1117113 19 of 36 al 4 vl (L cn 0 er) C4 N Ell�� IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1" = 10" 10' 0 10, wo 0 HORZ: 1 " = 50' 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 PROFILE VIEW: NEW 12 IN WATERLINE -1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1*= 10' 10' 0 10' 006 50' 0 50' HORZ: 1 See 1= 50' . 74' - LF- -OF - ti 1 da vy 1 r* r% LI NE - 495 C fLE IR 1 490 ------- Oil 490 Oil �OME 7M -:--EX ST:mj= m 485 485 ) :,OT PIT REQUIRil Sr-GR WE Ll AS 0--* ASS 480 3 r, - 0 4- 18 TU 90! We =4 1-0F t 11PE 22.6 F at 10 480 Ilm- — - -------- C 475 Via" �il■�i■:.��i��' C� � � � ���r_�s:n �. I��. 470 � � � 0 A. 0- few —cr A T- i i 2447X7 23.7S-- montia STAr 20+47.3) 9.3 kffl- old' • tiTF) STX 1+81.6 NIX- OA -90.03 465 4^ ^A rav WMI E IS TEE I z X1 4-- -T -Ncw 12" .04 GV L MAR A fkk LVI I - 12N6* X 465 — -22 ------ NE.. C� �C� B rug --So I-" V �!V EIN FH I -UR Y 460 ■C ASSEMPL.1 ■- 4-1 1�1�� ■�� - r, 0 -0. 0- 1 �I�� E"O�- M07 ■C.�O� -r-STX -12+709-- ��. , �iT3ii. all �— �- 2"t Mimi I n-4 ngt–& eg __�1�.�_ MOE1 -v 455 N ----STA W, 11111. M; IN --N t 1-14 AR4UR W 120 112 'ERUNE- 455 ---STk -0+00--- H13 m T �E 450 L:k&*.WLM� ��iimm CA NECT NEW ff:WTERI INE T--= Cc —.#- -j'X1_7 17-- IFF ------- o 11111N low= m Omni 10= ' :A�'iT/AII = C■ I 7CT-M-- 4EW 1 �/� C � N el Mr. I�M moll �C �C.I��I�WS �� 445 � Is F ■ .4 r �� 4, I ■0 / L�� 45 4 M34 0 AA I m Me 440 435 TA -d- 435 pi I + I 9 COW SOME 430 30 4 HIM L MEN POWN111541KE rim' BMW = ri 3pqwlb 0 W- IZIIJS� P"Am KIM' -WMLI -Ir m IM 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 PROFILE VIEW: NEW 12 IN WATERLINE -1 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1*= 10' 10' 0 10' 006 50' 0 50' HORZ: 1 See 1= 50' 10+50 11+00 11+50 112+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 PROFILE VIEW: NEW 12 IN WATERLINE-2 BY. STONEFIELD BLOCKS F & SET REV. NO. 2 REVISED PROFILES TO REFLECT DESIGN CHANGES RU 1-31-14 A111 DESIGNED PROJECT.- JDB 3 REVISED PROFILE PER NEW WATERLINE CONNECTION RU 3-11-14 G 3 ENGINEERS DROWN BY. FINAL SITE PLAN SURVEYORS TLB ALBEMARLE COUNTY, VA DRAWING NUMBER: PILANNERS TITLE. DIHR BY.- WATERLINE PROFILES C-20 Lial No, 12257 AsSOCIATES HFIN SHEET NUMBER: PO Box 4119 3040 Aveimore Square P1. WWA NUMBER: FILE NAME.- DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Chubottesville, VA 22911 Phone: 434.316,6080 Phonic: 434.9842700 4204C-PP-4.dwg CIVIL H: 1`-50' 11/7/1 1 20 of 36 NO. SHEET REVISION -y SHEET REVISION www.wm,associa(c�s.net 213042.04 30 1 11 -1 DATE mn 13Y DATE V.- 1'�-101 . 74' - LF- -OF - ti 1 da vy 1 r* r% LI NE - 495 C fLE IR 1 490 ------- 490 �OME 7M -:--EX ST:mj= 485 485 ) :,OT PIT REQUIRil Sr-GR WE Ll AS 0--* ASS 480 3 r, - 0 4- 18 TU 90! We =4 1-0F t 11PE 22.6 F at 10 480 Ilm- — - -------- 475 475 470 0 A. 0- few —cr A T- i i 2447X7 23.7S-- STAr 20+47.3) 9.3 kffl- • tiTF) STX 1+81.6 NIX- OA -90.03 465 4^ ^A IS TEE I z X1 4-- -T -Ncw 12" .04 GV L MAR A fkk LVI I - 12N6* X 465 — -22 ------ NE.. B rug --So I-" V �!V EIN FH I -UR Y 460 NEW--FH ASSEMPL.1 4-1 STA 17 - r, 0 -0. 0- 1 E"O�- M07 -r-STX -12+709-- 2"t Mimi I n-4 ngt–& eg 455 N ----STA --N t 1-14 AR4UR W 120 112 'ERUNE- 455 ---STk -0+00--- H13 T �E 450 CA NECT NEW ff:WTERI INE T--= Cc —.#- -j'X1_7 17-- IFF ------- CONK 7CT-M-- 4EW 1 '-WATERUNE--t- 445 45 4 440 435 TA -d- 435 I + I COW 430 30 4 10+50 11+00 11+50 112+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 PROFILE VIEW: NEW 12 IN WATERLINE-2 BY. STONEFIELD BLOCKS F & SET REV. NO. 2 REVISED PROFILES TO REFLECT DESIGN CHANGES RU 1-31-14 A111 DESIGNED PROJECT.- JDB 3 REVISED PROFILE PER NEW WATERLINE CONNECTION RU 3-11-14 G 3 ENGINEERS DROWN BY. FINAL SITE PLAN SURVEYORS TLB ALBEMARLE COUNTY, VA DRAWING NUMBER: PILANNERS TITLE. DIHR BY.- WATERLINE PROFILES C-20 Lial No, 12257 AsSOCIATES HFIN SHEET NUMBER: PO Box 4119 3040 Aveimore Square P1. WWA NUMBER: FILE NAME.- DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 Chubottesville, VA 22911 Phone: 434.316,6080 Phonic: 434.9842700 4204C-PP-4.dwg CIVIL H: 1`-50' 11/7/1 1 20 of 36 NO. SHEET REVISION -y SHEET REVISION www.wm,associa(c�s.net 213042.04 30 1 11 -1 DATE mn 13Y DATE V.- 1'�-101 T 10 O QO O c� R O as ZED) cl, C4 —�p V, m" -T L 1-L- f STIR DA=O. 13 7 2 1 C=0.82 -4 11 - - 77 ' 77 7— 4 XMI, 44() V. 212 FILTER 215.1 IT� 4,_ 0 xit cl ----FILTERRA- > 6 7F-1 4000 .63 476 7 460 r 10 U ---- ----- aTR 217 'Y- 7 El 06, kiv M A� 6" Pvu -7 Ll I c/ C) C) lo, IF THIS DRAWING IS A R ON F \ DU o GRAPHIC SCALE MUST D j Oh 0 C USE 00 _ F-1 L THE H�-�/[I:\/ I C T N D, 'L(- SCALE: 1 Lk < FIB 41,10 P, 6' -j C/ < 2� 5 (P-/,/'T) 1) S" 4 � ) 1 < LL v v v _J L T,14� 50' 0 TA,ICI ri 2 REVISED DA'S PER NEW FILTERRA AND INLET LOCATIONS RU 1 —31-14 DESIGNED BY.- PROJECT: SET REV. NO. DDB STONEFIELD BLOCKS F & G ENGINEERS DRAWN BY. FINAL SITE PLAN 3 SURVEYORS REGITa ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE: DIHR BY: STORM DRAINAGE AREA MAP C-21 Lic, No. 122511 AsSOCI.ArTES HFW SHEET NUMBER: PO Box 4119 3040,Avemore Square Pl. Lynchburg, VA 24502 Charll.tl—ill�, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: Iro Phone: 434.316,6080 Phome: 434.984,2700 dwg CIVIL H: l--50' NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE L www.wwassociatws.net 213042.04 304204C—SWM-1 V.- NIA 1117113 21 of 36 M 3 N I 3 0 UI eF O O C O a to D �i V' O C4 O N O U W O U m c O 0) W N i ZE Stormwater Inlet Computations (Design Storm = 4.0 in/hr) Fxclt,'ne'z STORM SEWER DESIGN WWA PROJECT NUMBER 213042.04 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Stonefield Blocks F and G SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (TO RAIN FALL (ho) RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE- MENT ACCUM- ULATED MIN IN /HR CFS UPPER END LOWER END FT FT /FT IN CFS FPS SEC FT FT 1 2 3 4 5 6 7) 8 9 10 11 12 13 14) (15 ) (16 17 18 19 20 21 22 228 227 0.63 0.90 0.57 0.57 5.00 6.67 3.78 471.00 470.89 21.8 0.0050 15 0.010 5.98 4.87 4.47 Includes Drainage from STR 228, RD 8 and 9 475.83 4.83 228 227 224 1.30 0.90 1 1.17 1.74 1 5.07 6.64 1 11.53 468.92 468.36 108.2 0.0052 24 0.010 21.21 6.75 16.02 1 Includes Drainage from RD 1, 2, 3 4, 5, 6, and 7 479.13 10.21 227 •.III , Rtr°.�11� 226 224 0.84 0.84 0.71 071 5.00 6.67 4.70 471.60 471.02 113.0 0.0051 18 0.010 9.81 5.55 20.36 476.45 4.85 226 225 224 0.35 0.59 0.21 0.21 5.00 6.67 1.38 472.18 471.81 71.6 0.0052 15 0.010 6.05 4.93 14.52 477.16 4.98 225 224 223 0.00 0.00 0.00 2.65 1 5.34 6.55 17.36 468.26 467.94 63.1 0.0051 24 0.010 21.00 6.68 9.44 Junction Structure 477.81 9.55 224 223 221.2 0.00 0.00 0.00 2.65 5.50 6.50 17.23 467.84 467.15 137.2 0.0050 24 0.010 20.91 6.66 20.61 Junction Structure 478.75 10.91 223 221.2 221.1 0.45 0.84 0.38 103 5.84 6.40 19.36 467.05 466.76 56.5 0.0051 30 0.010 38.30 7.80 7.24 477.10 10.05 221.2 222 221.1 0.26 0.85 0.22 0.22 5.00 6.67 1.47 467.07 466.73 46.3 0.0073 15 0.013 5.55 4.52 10.24 476.28 9.21 222 0-47-IN. NMI 221.1 221.4 0.00 0.00 0.00 3.25 5.96 636 20.66 466.66 465.92 139.5 0.0053 30 0.013 29.95 6.10 22.86 Junction Structure 477.28 10.62 221.1 221.4 221 0.42 0.85 0.36 3.61 6.34 6.25 22.52 465.82 465.55 47.7 0.0057 30 0.010 40.23 8.19 5.82 477.26 11.44 221.4 221 220 0.37 0.85 0.31 3.92 6.44 6.22 2438 465.45 464.63 162.2 0.0051 30 0.010 38.02 7.74 20.94 Junction Structure 477.21 11.76 221 220 EX 153 0.26 0.90 0.23 4.15 6.79 6.12 25.43 464.53 464.25 35.3 0.0079 30 0.010 47.62 9.70 3.64 477.57 13.04 220 219 218 0.24 0.63 0.15 0.15 5.00 6.67 1.01 472.00 471.82 36.0 0.0050 15 0.010 5.95 4.85 7.42 476.95 4.95 219 218 EX 153 0.14 0.60 0.08 0.24 5.12 6.62 1.56 471.72 471.42 58.1 0.0052 15 0.010 6.05 4.93 11.78 476.69 4.97 218 217 216 0.38 0.58 0.22 0.22 5.00 6.67 1.47 467.80 467.68 24.0 0.0050 15 0.010 5.95 4.85 4.95 472.81 5.01 217 216 215 0.30 0.62 0.19 0.41 5.08 6.64 2.70 467.58 46737 41.5 0.0051 15 0.010 5.99 4.88 8.50 472.74 5.16 216 215 UGD 0.66 0.86 0.57 0.97 5.22 1 6.59 6.42 459.10 455.86 31.6 0.1025 15 0.012 22.47 18.31 1.73 473.22 14.12 215 212 211 0.13 0.82 0.11 011 5.00 6.67 0.71 462.66 462.48 36.0 0.0050 15 0.010 5.95 4.85 7.42 469.22 6.56 212 211 204 0.16 0.69 0.11 0.22 5.12 6.62 1.44 462.38 462.31 12.8 0.0055 15 0.010 6.23 1 5.07 2.52 469.22 6.84 211 208 207 0.06 0.82 0.05 0.05 5.00 6.67 0.33 467.20 467.02 36.0 0.0050 15 0.010 5.95 4.85 7.42 472.19 4.99 208 207 206 0.18 0.74 0.13 0.18 5.12 6.62 1.21 466.92 466.81 11.0 0.0100 15 0.010 8.42 636 1.60 472.18 5.26 207 206 205 0.26 0.86 0.22 0.41 5.15 6.62 2.69 464.88 464.50 76.3 0.0050 15 0.010 5.94 4.84 15.76 471.83 6.95 206 205 204 0.51 0.87 0.44 0.85 5.41 6.53 5.55 462.83 462.49 653 0.0052 18 0.010 9.88 5.59 11.68 471.45 8.62 205 204 203 0.78 0.88 0.69 1.75 5.61 6.47 11.34 462.21 462.12 16.8 0.0054 24 0.010 21.58 6.87 2.45 471.10 8.89 204 210 209 0.16 0.49 0.08 0.08 5.00 6.67 0.52 465.50 465.38 24.0 0.0050 15 0.010 5.95 4.85 4.95 470.71 5.21 210 209 203 0.12 0.63 0.08 0.15 5.08 6.64 1.02 465.28 465.19 17.2 0.0052 15 0.010 6.09 4.96 3.47 470.62 5.34 209 203 202 0.26 0.88 0.23 2.14 5.65 6.46 13.79 462.01 461.90 11.2 0.0098 24 0.010 29.22 9.30 1.20 471.45 9.44 203 202 UGD 0.00 0.00 0.00 2.14 5.67 6.45 13.78 456.10 455.48 5.9 0.1051 24 0.012 79.66 25.36 0.23 Junction Structure 471.86 15.76 202 201 200 0.59 0.85 0.50 0.50 5.00 6.67 3.34 470.40 469.50 92.0 0.0098 15 0.010 8.33 6.79 13.56 476.11 5.71 201 214 200 0.10 0.78 0.08 0.08 5.00 6.67 0.52 468.90 468.65 43.7 0.0057 15 0.010 6.37 5.19 8.42 474.03 5.13 214 200 199 0.14 0.73 0.10 0.68 5.23 6.59 4.49 468.55 468.25 49.6 0.0060 15 0.010 6.55 5.34 9.29 474.74 6.19 200 199 159 0.27 0.90 0.24 0.92 5.38 6.54 6.05 468.15 467.95 32.5 0.0062 18 1 0.010 10.74 6.08 5.35 1 Includes Drainage from Pump Canopy and Oil Water Separator 476.11 7.96 199 164 163 0.53 0.85 0.45 0.45 5.00 6.67 3.00 458.50 458.05 83.5 0.0054 15 0.010 6.18 5.04 16.58 463.63 5.13 164 184 163 2.07 0.85 1.76 1.76 5.00 6.67 11.73 459.03 458.05 195.5 0.0050 24 0.010 20.88 6.65 29.42 462.20 3.17 184 163 162 1.63 0.85 1.39 3.60 5.49 6.51 23.39 457.95 457.60 68.8 0.0051 30 0.010 38.13 7.77 8.86 462.73 4.78 163 162 161 0.00 0.00 0.00 3.60 5.64 6.46 23.22 457.50 457.03 93.3 0.0050 30 0.010 37.95 7.73 12.07 Junction Structure 465.59 8.09 162 1161 160.1 0.00 0.00 0.00 3.60 5.84 6.40 23.00 456.93 456.53 77.8 0.0051 30 0.010 38.34 7.81 9.96 Junction Structure 469.21 12.28 161 1189 188 0.20 0.53 0.11 0.11 5.00 6.67 071 464.65 463.54 62.6 0.0177 15 0.010 11.21 9.14 6.85 472.31 7.66 189 1188 187 0.13 0.83 0.11 0.21 511 6.63 1.42 462.24 462.00 42.4 0.0057 15 0.010 6.34 5.16 8.21 472.35 10.11 188 1187 186 0.43 0.85 0.37 0.58 5.25 6.58 3.81 461.90 461.07 164.7 0.0050 15 0.010 5.98 4.87 33.81 469.90 8.00 187 1186 185 0.00 0.00 0.00 0.58 5.81 6.40 3.71 460.97 460.82 28.9 0.0052 15 0.010 6.07 4.94 5.85 Junction Structure 470.93 9.96 186 185 160.1 0.13 0.85 0.11 0.69 5.91 6.38 4.40 460.72 460.62 9.0 0.0111 15 0.010 8.88 7.23 1.24 471.65 10.93 185 160.1 160 0.00 0.00 0.00 4.29 6.01 6.35 2720 456.43 456.02 1 80.4 0.0051 30 0.010 38.18 7.78 10.34 Junction Structure 471.06 14.63 160.1 1160 159 0.00 0.00 0.00 4.29 6.18 6.30 26.98 455.92 455.17 148.1 0.0051 30 0.010 38.05 7.75 19.11 Junction Structure 472.38 16.46 160 1159 158 0.00 0.00 0.00 5.21 6.50 6.20 32.33 455.07 454.89 33.2 0.0054 30 0.010 39.37 8.02 4.14 Junction Structure 474.23 19.16 159 1197 196 0.12 0.88 0.11 0.11 5.00 6.67 0.70 474.25 473.80 88.6 0.0051 15 0.010 6.00 4.89 18.12 479.19 4.94 197 Y(D1 196 0.17 0.35 0.06 0.06 5.00 6.67 0.40 474.00 473.80 2.7 0.0741 8 0.010 4.29 12.28 0.22 479.20 5.20 YD1 1196 195 0.07 0.90 0.06 0.23 5.30 6.57 1.50 472.70 472.12 114.6 0.0051 15 0.010 5.99 4.88 23.48 479.19 6.49 196 1195 194 0.17 0.63 0.11 0.34 5.69 6.44 2.16 472.02 471.65 72.5 0.0051 15 0.010 6.02 4.90 14.79 479.19 7.17 195 194 193 0.18 0.66 0.12 0.45 5.94 6.37 2.89 471.55 470.18 193.5 0.0071 15 0.010 7.09 5.77 33.52 479.19 7.64 194 193 192 3.09 0.85 2.63 3.08 6.50 6.20 1911 . 470.08 469.09 137.8 0.0072 30 0.010 45.32 9.23 14.93 47739 7.31 193 192 191 0.90 0.80 0.72 3.80 6.75 6.13 23.31 468.99 468.03 125.7 0.0076 30 0.010 46.72 9.52 13.21 476.61 7.62 192 191.1 191 0.73 0.80 0.58 0.58 5.00 6.67 3.89 471.50 471.38 21.9 0.0055 15 0.010 6.23 5.08 4.31 476.00 4.50 191.1 1191 190 1 0.00 0.00 0.00 4.38 1 6.97 1 6.07 1 26.63 467.93 467.00 123.4 0.0075 30 0.010 46.42 9.46 13.05 Junction Structure 476.64 8.71 1 191 1190 1 158 1 0.30 0.81 0.24 4.63 1 7.18 1 6.02 1 27.84 466.90 466.33 1 75.1 0.0076 30 0.010 1 46.58 9.49 7.91 474.85 7.95 1 190 10 +00 10+50 PROFILE VIEW: NEW STORM 8.1 2OUND 2 REVISED CALCULATIONS PER STORM DRAIN REVISIONS SAR 2 -6 -14 tivi. DESIGNED BY PROJECT SET REV. NO. DDB STONEFIELD BLOCKS F & G ENGINEERS FINAL SITE PLAN 3 REG/'Ta SURVEYORS DRawN BY. ALBEMARLE COUNTY VA DRAWING NUMBER: , PLANNERS TITLE. ' Lic, No, 1,2257 m AsSOCIATES. DIHR BY.- STORM DRAIN CALCULATIONS C-22 HFW v SHEET NUMBER: PO Box 4119 3040 Avemoie Square Pl. Lynehburg,VA24502 0-1r tt- ille,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE: }� Phone: 434316.6080 Phone: 434.984.2700 w ' 22 of 36 10 AL WWW'.W WSSSOCIditS nel 213042.04 304204C-2.dwg CML V. NIA 1117113 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 11 � 11 •.III , Rtr°.�11� � III li 0-47-IN. NMI . ' III • ® 10 +00 10+50 PROFILE VIEW: NEW STORM 8.1 2OUND 2 REVISED CALCULATIONS PER STORM DRAIN REVISIONS SAR 2 -6 -14 tivi. DESIGNED BY PROJECT SET REV. NO. DDB STONEFIELD BLOCKS F & G ENGINEERS FINAL SITE PLAN 3 REG/'Ta SURVEYORS DRawN BY. ALBEMARLE COUNTY VA DRAWING NUMBER: , PLANNERS TITLE. ' Lic, No, 1,2257 m AsSOCIATES. DIHR BY.- STORM DRAIN CALCULATIONS C-22 HFW v SHEET NUMBER: PO Box 4119 3040 Avemoie Square Pl. Lynehburg,VA24502 0-1r tt- ille,VA22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE: DATE: }� Phone: 434316.6080 Phone: 434.984.2700 w ' 22 of 36 10 AL WWW'.W WSSSOCIditS nel 213042.04 304204C-2.dwg CML V. NIA 1117113 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V-% Z ci I a O O 411 C14 En c'4 0 C4 A; r ------------ l< A= M . . . . . . Tr F U) aD 0 6" Pvc 6 4— v, v, 'A M, fir„ F J tr j \0 j 7'- �-j --LA -IS DPAW L7 ING IS A �EDUCTI01� GRAPHIC,-SCALE MUST �E USED x TkIP 9L L LLB: �-"'A�lEjj /4T < TI-/ -E -F —1-6 SCALE: L D3 4'40 PG 64,3 j F:(7 i 5 L,4 T) I�A 1 50 ch < t5) 4 1 7 2:� c, 0 -)/\J� 1`0V,"'D R D N TA I I TAI�D ,��, � r ,� �' � V DESIGNED BY. PROJECT. SET REV. NO. ai Or JDB STONEFIELD BLOCKS F & G ENGINEERS FINAL SITE PLAN 3 DRAWN BY. T�l SURVEYORS REGIFa TITLE. ALBEMARLE COUNTY, VA DRAWING NUMBER: PLANNERS DIHR BY: BMP ANALYSIS AREA MAP C-23 Lic,, No, 12257 ASS ®CIATES HFW SHEET NUMBER: PO Box 4119 3040 Avernore Sq=e Pl. OA Ly hburg, VA 24502 ChMottesvitle, VA 22911 WWA NUMBER: FILE NAME. DISCIPLINE. SCALE. DATE: # I'll 10 L Phollciie: 434.316.6080 Phone: 434.984.2700 SWM-3.dwg CIVIL H: 1%=50, 23 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DA www.wwassociates.iiet 1 213042.04 1304204C- V.- NIA 1117113 3 'O 0 �I O 0 M c 0 a m 'o ii �a- 0 N 0) C4 O 0 0 U a� c 0 as c W C4 i FILTERRA ��gDQfl Popp p CURB INLET - TREE GRATE �© g d!] 4 I_L�LL LLL LL LLLLL PRECAST FILTERRA DOWEL BARS TOP SLAB (TYP) PRECAST \ f \ FILTERRA THROAT PLAN VIEW STANDARD TRANSITION FROM ELEV 'A' MUST CURB AND STANDARD TO BE HIGHER GUTTER DEPRESSED (TYP) GUTTER (TYP) THAN ELEV 'B' SLOPE FILTERRA THROAT - - � - -I•� CURB INLET THROAT GUTTER - FLOW GUTTER FLOW DEPRESSED GUTTER AT FILTERRA BYPASS CURB INLET THROAT OPENING (TYP) FLOWLINE ELEV'A' FLOWLINE ELEV'S' ELEVATION VIEW INTERLOCKING FILTERRA UNIT STORMWATER JOINT (TYP) 00 STRUCTURE FILTERRA CAST-IN-PLACE t ,• :- (TYP) Box WALL - FLUME :& GUTTER c CO • ' -. OUTLET PIPE °. (HY OTHERS) CONNECT TO STORM DRAIN Z TOWARD FILTERRA THROATS) I EFFLUENT PERFORATED INVERT OUT STORMWAIER (3'_6 ") UNDERDRAIN SYSTEM STRUCTURE BY AMERICAST EFFLUENT IN (MUST BE LOWER) CROSS SECTION MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA 6 X 4 DATE: 07 -07 -06 DWG: FLP -2 Width no. subtotal 219.1' Q D � O P L ' FILTERRA TYPICAL IC FLOWLINE o 0 C,,p,vnght rC 2007 by %, ,,� .:,. AND OWLET PIPE: RELATIONSHIP Yes Driveways Length and walks Width US PAT 6,277.374. subtotal 467.90 AND 6,569,321 STORMWATER I`IARRATIVE 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.3, WPO# 2010 - 00023. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN WILL BE PROVIDED BY THE STORMFILTER AND VORTECHS UNITS TO BE CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NO.3, WPO# 2010- 00023, AND THE FILTERRAS PROPOSED AS PART OF THIS PLAN. THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60 %. THE FILTERRAS PROVIDE A PORLLUTANT REMOVAL RATE OF 74 %. THE REQUIRED POLLUTANT REMOVAL RATE IS 72% FOR BLOCK F AND 25% FOR BLOCK G. (PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEET PROVIDED ON THIS DRAWING.) THE FILTERRAS SHOWN FOR BLOCK F SHALL BE INSTALLED AS PART OF THIS PLAN AND WILL PROVIDE THE REMAINING WATER QUALITY NECESSARY FOR THAT PORTION OF THE STONEFIELD TOWNCENTER DEVELOPMENT. THE STORMFILTER AND VORTECHS UNITS INSTALLED AS PART OF THE PERMANENT NORTH SWM FACILITY PROVIDE THE REQUIRED POLLUTANT REMOVAL FOR BLOCK G AS SHOWN ON THESE PLANS. ADDITIONAL MEASURES MAY BE REQUIRED FOR BLOCK G AS IT IS FURTHER DEVELOPED AND WILL BE SHOWN AS PART OF ANY FUTURE SITE PLANS FOR BLOCK G. FOR THE PURPOSE OF CALCULATING THE POLLUTANT REMOVAL PROVIDED THE SITE HAS BEEN DIVIDED INTO TWO SEPARATE DRAINAGE AREAS. POLLUTANT REMOVAL CALCULATIONS FOR BLOCK F REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE DRAINAGE AREA MAP ON DWG No. C -20. TOTAL DRAINAGE AREA = 14.53 ACRES TOTAL L(PRE) = 20.52 LBS TOTAL L(POST) = 73.11 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 52.59 LBS DRAINAGE AREA TO FILTERRAS = 5.67 ACRES PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 39.0% FILTERRA POLLUTANT REMOVAL RATE = 74% STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY FILTERRAS (0.390)(73.11 LBS)(0.74) = 21.10 LBS POLLUTANT LOAD REMAINING = 73.11 - 21.10 = 52.01 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS (52.01 LBS)(0.60) = 31.21 LBS TOTAL POLLUTANT LOAD REMOVED 31.21 LBS + 21.10 LBS = 52.31 LBS THERE IS 1.71 LBS OF SURPLUS FROM BLOCKS D & E. 52.31 LBS + 1.71 LBS = 54.02 LBS OF POLLUTANTS REMOVED 54.02 LBS > 52.59 LBS POLLUTANT REMOVAL REQUIREMENTS ARE MET FOR THIS AREA. STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) PRECAST ;. TOP SLAB 4 -6" CLEAR THROAT OPENING A. ". A s 0 nv• d_ A. .dad a:a 4 4 ' A 4 v CAST -IN PLACE a DEPRESSED GUTTER A . ° a AND THROAT OPENING ° a (BY CONTRACTOR) + j j THROAT PROTECTION DEVICE i BA 4 DOWEL RS CID 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL IMPORTANT FILTERRA FLDWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FL ❑wLrNEOT ER) INLET ❑R ARE ONLY PERMITTED FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4, D . a IJ IL ERRA THR AT OPENING F T � Q - Q O 0 AND GUTTER OR FLUME DETAIL Us PAT- 6,277,274 C"py,iglu ,. 2UU7 by AND. 6569,321 • t t DO NOT REMOVE - LEAVE IN PLACE: UNTIL SITE IS STABILIZED AND FILTERRA 4 , U IS ACTIVATED POLLUTANT REMOVAL CALCULATIONS FOR BLOCK G REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE DRAINAGE AREA MAP ON DWG No. C -20. TOTAL DRAINAGE AREA = 6.17 ACRES TOTAL L(PRE) = 8.71 LBS TOTAL L(POST) = 11.65 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 2.93 LBS STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY STORMFILTER & VORTECHS (11.65 LBS)(0.60) = 6.99 LBS 6.99 LBS - 2.93 LBS = 4.06 LBS THERE IS A 4.06 LBS SURPLUS FOR BLOCK G AS SHOWN. ADDITIONAL MEASURES MAY BE REQUIRED FOR BLOCK G AS IT IS FURTHER DEVELOPED AND WILL BE SHOWN AS PART OF ANY FUTURE SITE PLANS FOR BLOCK G. FILTERRAS FILTERRAS TO BE STANDARD CONFIGURATION WITH RECESSED TOP SLAB. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. 6" � I W 6'-0" _4 I ..... . .... - ---------- tp I A n I J � PLAN VIEW r,. _ 6.. INLET SHAPING I A (BY OTHERS) I I 1 T SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET` PIPE LOCATION VARIES) I I r, CURB (BY OTHERS) TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED BY AMERICAST CLEANOU7 COVER GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FOR. CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) .) STREET FLUME - SLOPED CROWNED FLUME TREE GRATE OUTLET TOWARDS FILTERRA THROAT PRECAST FILTERRA DOWEL BARS TOP SLAB (TYP) PRECAST Ll .FILTERRA FILTERRA THROAT TOP SLAB CUR] '+• L OPENING (TYP) tti e \OPENIN 4 6' FILTERRA THROAT OPENING FIL'T'ER MEDIA :PROVIDED BY AMERICAST a. 4 -6., subtotal r ` CAST -IN -PLACE a FLUME & GUTTER - # PRECAST ;T r DOWEL (SLOPED TOWARD FILTERRA THROAT) FILTERRA CAST-IN-PLACE t ,• :- (TYP) Box WALL - FLUME :& GUTTER DOWEL PRECAST ", (T-) (CROWNED AND SLOPED p FILTERRA TOWARD FILTERRA THROATS) BOX WALL SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS SEE BELOW FOR DETAILS NOT SHOWN STANDARD 90' NOSING (OTHER NOSING AVAILABLE UPON REQUEST) PRECAST ;. TOP SLAB 4 -6" CLEAR THROAT OPENING A. ". A s 0 nv• d_ A. .dad a:a 4 4 ' A 4 v CAST -IN PLACE a DEPRESSED GUTTER A . ° a AND THROAT OPENING ° a (BY CONTRACTOR) + j j THROAT PROTECTION DEVICE i BA 4 DOWEL RS CID 12" O.C. BY AMERICAST TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL IMPORTANT FILTERRA FLDWLINE MUST BE AT A HIGHER SECTION VIEW ELEVATION THAN BYPASS STANDARD FILTERRA THROAT OPENING FL ❑wLrNEOT ER) INLET ❑R ARE ONLY PERMITTED FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. DATE: 02 -27 -06 DWG: CGT -4, D . a IJ IL ERRA THR AT OPENING F T � Q - Q O 0 AND GUTTER OR FLUME DETAIL Us PAT- 6,277,274 C"py,iglu ,. 2UU7 by AND. 6569,321 • t t DO NOT REMOVE - LEAVE IN PLACE: UNTIL SITE IS STABILIZED AND FILTERRA 4 , U IS ACTIVATED POLLUTANT REMOVAL CALCULATIONS FOR BLOCK G REFERENCE SIMPLE METHOD WORKSHEETS ON THIS DWG AND THE DRAINAGE AREA MAP ON DWG No. C -20. TOTAL DRAINAGE AREA = 6.17 ACRES TOTAL L(PRE) = 8.71 LBS TOTAL L(POST) = 11.65 LBS TOTAL POLLUTANT REMOVAL REQUIRED = 2.93 LBS STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY STORMFILTER & VORTECHS (11.65 LBS)(0.60) = 6.99 LBS 6.99 LBS - 2.93 LBS = 4.06 LBS THERE IS A 4.06 LBS SURPLUS FOR BLOCK G AS SHOWN. ADDITIONAL MEASURES MAY BE REQUIRED FOR BLOCK G AS IT IS FURTHER DEVELOPED AND WILL BE SHOWN AS PART OF ANY FUTURE SITE PLANS FOR BLOCK G. FILTERRAS FILTERRAS TO BE STANDARD CONFIGURATION WITH RECESSED TOP SLAB. SEE TYPICAL DETAILS AND FILTERRA SCHEDULE ON THIS SHEET. 6" � I W 6'-0" _4 I ..... . .... - ---------- tp I A n I J � PLAN VIEW r,. _ 6.. INLET SHAPING I A (BY OTHERS) I I 1 T SDR -35 PVC COUPLING CAST INTO PRECAST BOX WALL BY AMERICAST (OUTLET` PIPE LOCATION VARIES) I I r, CURB (BY OTHERS) TREE FRAME & GRATE CAST IN TOP SLAB PLANT AS SUPPLIED BY AMERICAST CLEANOU7 COVER GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING FOR. CLARITY) TOP SLAB CURB AND GUTTER INTERLOCKING (BY OTHERS) JOINT (TYP) .) STREET DESIGNATION L a I TREE GRATE OUTLET L(post) RR DOWEL BARS QTY & SIZE O 12" O.C. Ll 6'' -0" UNDERDRAIN STONE PROVIDED BY AMERICAST PERFORATED MULCH PROVIDED BY AMERICAST UNDERDRAIN SYSTEM BY AMERICAST FIL'T'ER MEDIA :PROVIDED BY AMERICAST Length SECTION A -A subtotal DESIGNATION L I (pre) * TREE GRATE OUTLET L(post) RR pre- development QTY & SIZE PIPE j 6 x 6 6'' -0" 6' -0" (1) 3x3 4" SDR -35 PVC MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIF FILE FORMAT. DATE 07 -07 -06 DWG: FTST -2 PRECAST FILTERRAO UNIT fifirra� STANDARD CONFIGURATION r O us PAT_ 6,277;274 °rt6i , z w, n >- meneosc Iz _ AND 6;589.321 29 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan : Stonefield Blocks F and G FSP Water Resources Area: rer: SAR Date: 9 -20 -13 Project Drainage Area Designation Costco Site L storm pollutant export in pounds, L = [P(Pj)R,,02 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, A = 14.53 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(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100 /L(post) Imnervious Cover Computation (values in feet & square feet) Item f I (pre) * Rv(pre) L(pre) L(post) RR pre- development Area Type 0.70 1.00 Area post- development 20.52 73.11 Area Paved Length Width subtotal 0% 0.05 Length Width subtotal 94% Drinking Water Watersheds 0.40 1.00 1°!0 0.06 3.01 41.77 38.77 93% Other Rural Land 220.1 6 X 4 478.19 Driveways Length and walks Width no. subtotal 219.1' Leingth Width no. subtotal 472.10 Roadways Yes Driveways Length and walks Width no. subtotal 467.90 Length Width no. subtotal 12 X6 474.09 Parking Lots Area 1 Area 2 Area 3 Area 4 206.1' Area 1 Area 2 Area 3 Area 4 467.00 0 Yes Parking Lots Area 1 Gravel areas Area 1 Area 2 subtotal x0.70= Area 1 Area 2 Area 1 Area 2 subtotal x0.70= 0 467.84 466.04 Gravel areas Area 1 Structures Area no. subtotal Area 1 Area 2 Area no. Yes 201.1 Actively- grazed pasture & yards and cultivated turf Area x 0.08 = Area no. Area x 0.08 = Area no. Active crop land Area x0.25= Area x 0.08 = Area x0.25= Area x 0.08 = Other Impervious Areas Area 1 Area 2 Area 3 x0.25= Area 1 541,208 Area 2 Area 3 541,208 Impervious cover I U� °I I(pre) Rv(post) V 0.82 835.2 New Development (For Development Areas, existing impervious cover <= 20 %) Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Stonefield Blocks F and G FSP Water Resources Area: rer: SAR Date: 9 -20 -13 Project Drainage Area Designation Block G L storm pollutant export in pounds, L = [P(Pj)RYl2 ] [ C(A)2.72 ] Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) Pj small storm correction factor, 0.9 1 percent imperviousness P annual precipitation, 43" in Albemarle A project area in acres in subject drainage area, r A = 6.17 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(1)43560(0.5/12)/27 RR required removal , L(post) - f x L(pre) %RR removal efficiency , RR100 /L(post) Imoervious Cover Computation (values in feet & sauare feet) Item f I (pre) * Rv(pre) L(pre) L(post) RR pre - development Area Type 0.70 1.00 Area post - development 20.52 73.11 Area Paved Length Width subtotal 0% 0.05 Length Width subtotal 94% Drinking Water Watersheds 0.40 1.00 1°!0 0.06 3.01 41.77 38.77 93% Other Rural Land 220.1 6 X 4 478.19 474.52 473.00 4 Yes 219.1' 8 X 4 476.80 473.13 472.10 Roadways Yes Driveways Length and walks Width no. subtotal 467.90 Length Width no. subtotal 12 X6 474.09 470.26 468.00 6 Yes 206.1' 8 X 4 472.37 468.70 467.00 4 Yes Parking Lots Area 1 Area 2 Area 3 Area 4 46&00 Area 1 Area 2 Area 3 Area 4 10 X 6 0 467.84 466.04 Gravel areas Area 1 Area 2 subtotal x0.70= 472.14' Area 1 Area 2 subtotal x0.70= Yes 201.1 8X'6 476.13 Structures Area no. subtotal 192.E Area no. 474.03 ...473.89 470.00 Actively- grazed pasture & yards and cultivated turf Area x 0.08 = 6X.8: 477.56 Area x 0.08 = 4 Yes Active crop land Area x0.25= 472.07 470.00 Area x0.25= 158,1 12 X4 Other Impervious Areas Area 1 Area 2 Area 3 Yes Area 1 76,880 Area 2 Area 3 76,8801 I a5.or °[ Impervious Cove r I U7 °I I(post) I(pre) Rv(post) V 0.31 118.6 New Development (For Development Areas, existing impervious cover <= 20 %) C f I (pre) * Rv(pre) L(pre) L(post) RR % RR Area Type 0.70 1.00 20% 0.23 20.52 73.11 52.59 72% Development Area 0.35 1.00 0% 0.05 2.23 36.55 34.32 94% Drinking Water Watersheds 0.40 1.00 1°!0 0.06 3.01 41.77 38.77 93% Other Rural Land ` min. values Redevelooment (For Develonment Areas. existina imnervious cover > 20 %) C f I (pre) * Rv(pre) L(pre) L(post) RR % RR Area Type 0.70 0.90 20% 0.23 20.52 73.11 54.64 75% Development Area 0.35 0.85 0% 0.05 2.23 36.55 34.66 95% Drinking Water Watersheds 0.40 0.85 1% 0.06 3.01 41.77 39.22 94% Other Rural Land Filterra Schedule Structure Number Size (ID ft) Fi'Iterra TC Filterra INV OUT Bypass Str INV IN PVC Outfall (in.) Recessed Toga 226,2 12 X 6 477.09 473.26 471.70 6 Yes 226.'1 8X4 477,01 473.34 471.70 4 Yes 225.1 8 X 6 477.92 474.25 472,30' 4 Yes 221.3 6 X 6 477.84' 474.17 472.00 4 Yes 220.1 6 X 4 478.19 474.52 473.00 4 Yes 219.1' 8 X 4 476.80 473.13 472.10 4 Yes 217.1 8 X 6 472.39 469.32 467.90 4 Yes 215.1 12 X6 474.09 470.26 468.00 6 Yes 206.1' 8 X 4 472.37 468.70 467.00 4 Yes 205.1 110 X 6 472.00 468.17 46&00 6 Yes 204.1 10 X 6 471.67 467.84 466.04 6 Yes 203.1 8 X 4 472.14' 468.47 466.00 4 Yes 201.1 8X'6 476.13 472.46 470.507 4 Yes 192.E 4 X 8 477.70 474.03 ...473.89 470.00 4 Yes 191.2 6X.8: 477.56 .47'1 .60 4 Yes 190.1 6 X 8 475.74 472.07 470.00 4 Yes 158,1 12 X4 474.08 470.41 468.00 4 Yes ?s rev. 30 May 2002 JMK filterra 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'r" is stared 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 to 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 gradle of the curb line in the area of the unit. The unit is to be placed such that the unfit and top slab match the grade of the curb in the area of the unit. Compact undistutrbed sub - grade materials To 95% of maximum density at +1- 2% of optimum moistutre. Unsuitable material below sub -grade shall be replaced to the site engineer's approval; D. Outlet connections shalll be aligned and scaled 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 intact, Remove only the temporary wooden shipping blocks between the box and top slab. The top lid should be sealed onto the box section before backfilling, using a non- shrink grout, butyl rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Amerieast or its authorized dealer) Ivill remove these sections at the time of activation. Backfilling should be performed in a careful manner, bringing the appropriate fill material up in 6" lifts on all sides. - Precast sections shall be set in a manner that will result in watertight joint. In all instances, installation of Filters'' unit shall conform to ASTM: specification C891 "Standard Practice for Installation of Underground Precast Utility Structures", unless directed otbetwise in contract documents. F. Curb and gutter construction (where present) shall ensure that the flow -line of the FiltetraT' 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 Filterra ' enviromnental device. G. Each Fiherrajd 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. 0 "'97; -tics www.fitterra,com [ zu.er °I '(post) C f I(pre)* Rv(pre) L(pre) L(post) RR % RR Area Type 0.70 1.00 20% 0.23 8.71 11.65 2.93 25% Development Area 0.35 1.00 0% 0.05 0.95 5.82 4.88 84% Drinking Water Watersheds 0.40 1.00 1%1 0.06 1.28 6.65 5.38 81% Other Rural Land " min. values Redevelooment (For Development Areas. existing impervious cover > 20 %) C f I (pre) * Rv(pre) L(pre) L(post) RR % RR Area Type 0.70 0.90 20% 0.23 8.71 11.65 3.80 33% Development Area 0.35 0.85 0% 0.05 0.95 5.82 5.02 86% Drinking Water Watersheds 0.40 0.85 1 °!° 0.06 1.28 6.65 5.57 84% Other Rural Land rev. 30 May 2002 JMK -0 Activation filterra, ' A. Activation of the Filterra* unit is performed ONLY by the Supplier. Purchaser is responsible for Fi1te� * inlet protection and subsequent clean out coat. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra� 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 Filtem (k unit is to be maintained by the Supplier, or a. Supplier approved contractor for a minimum period of I year. The cost of this service is to be Included in the price of each Filterra®R unit. Extended maintenance contracts are 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 aims to clean up after winter loads that may include salts and sands. The fall visit helps the system by removing excessive leaf Inlet C. Each Included Maintenance visit consists of the following tasks. 1, Filterras unit inspection 2. Foreign debris,, silt, mulch & trash removal 3. Filter media evaluation and recharge as necessary 4. Plant health evaluation and pruning 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) D, The beginning and ending date or Supplier's obligation to maintain the installed system shall be determined by the Supplier at the time the system is activated, Owners trust promptly notify the Supplier of any damage: to the plant(s), which constifi te(s) an integral part of the bioretention technology, 07107/06 www.fiitterraxoru 27 J OP DESIGNED JDe. PROJECT: STONEFIELD BLOCKS F & G SET REV. No. ENGINEERS FINAL SITE PLAN 3 ++ DRAWN BY: 'A SURVEYORS REG/'To ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE: Lie ,No. 12257 D ►HR BY: STORMWATER MANAGEMENT CALCULATIONS AND DETAILS C -24 AsSOCIATES I'lit`1N '' PO Box 4119 3040 Avemom Square PL SHEET NUMBER: Lynchburg, VA 24502 Cn ae.VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: N0. BY D �,L Phone. 434.3166080 Phone 434.984.2700 213042.04 304204C_SWM -4.dwg CIVIL V. 1`60' 1 1/7/13 24 Of 36 �V W��.lx W3�JOCi1[t5.nel SHEET REVISION DATE NO. SHEET REVISION BY DATE CG -12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A-4 IF PRECAST) WI TH SL IP RESISTANT INTEGRAL SURFACE COVERING THE F ULL MOTH OF TH E RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN T RAVEL. OTHER TYP ES OF MA T ER I AL W ITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3• SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS, 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. 5- REQUIRED BARS ARE TO BE NO. 5 X &' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID - DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 111 /Z ". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER, 7- CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 1{ -IV i1 1�.�IZit.. -yl 54 1I' 11 -1 �� ■w ■ , PERPENDICULAR 5' MIN TYPE 8 PARALLEL ,lfR 1.1JI1GA,J GI,. ,!'lGk MV3, UG LVyA,GY !A „n11� rG{IGJ:, RiM) VA VJ3RAVi\.3 AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12 -1 MAX HYDRAN T S, DROP INLETS. E T C. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND 'SLIP RESISTANT PATH CONNECTING ALL 12.1 MAX v , ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED ON '9 AND USED BY PEDESTRIANS. 5 VK 8• RAIDS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4' ON rta s THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT iK .2" HIGHER THAN PERPENDICULAR TO THE CURB, EDGE OF PAVEMENT , 9. TYPICAL CONCRETE SIDEWALK IS 4 "" THICK. WHEN THE ENTRANCE RADII CANNOT AT K � SAME AS TOP OF CURB. ACCOMMODATE THE TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C TRUCK TRAFFIC$ FOR CONCRETE DEPTH,O�MERGIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH TRUNCATED T, D DOME 1es 11. WHEN ONLY ONE CURB RAMP IS PROVIDE[) FOR TWO CROSSINGS (DIAGONAL), 4 .. v, A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER AWHEELCHAIR' ---I.I G 2 C C INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' a , o v0 o a a LANDING AREA MAY INCLUDE THE GUTTER PAN. - - t o 0 0 0 0 0 0 Ct 0 0 0 0 0 _8 00000 0000000.8 is 0 0 0 0 0 0 0 0 0 0 0 0,0 0 0 o -I- ;d, 00 0 0 0 0 0 0 0 0 0 0 0 0 0 i+t "t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _-► �xEaTE o 0 o 0 o a o 0 o 0 o o ©o 0 TOP DIAM " -1,4" VARIABLE 4' MINIMUM DIAMETER L. PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DE T AIL DETAIL 1��1'DQ T SPECIFICATION ROAD AND BRIDGE STANDARDS CG -12 DETECTABLE WARNING SURFACE REFERENCE SHEET 1OF 5 REVISION DA T E (GENERAL NOTES) 1 0 5 ME 243.45 10/09 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 NOTE: CONTRACTOR SHALL PROVIDE GREY HANOVER PRECAST TRUNCATED DOMES FOR HANDICAP RAMPS AND AREAS INDICATED ON PLANS. ■ M 18° I454mmi l Plan Notes h. Series Nulmbon PP12- 12.504G.>F8 -F21 2, Grates: (Ductile Iran per ASTM A53 "4 Grade 8},55 -t)8 (Uncoated) P ( ) Open Area: i�.25 FP ,per Lineal Feat (f1.L�8 M� per Lirlt�l M1r�ter] ;..s Load Rating: 2496 PSI (AASHTI3 M -3t6 Test Method) _ . . ,� Made the USA 3, Cidwete: a(1cmte_Thickness and Rein ement per Structural BIx Int ra:apecifica 6n for the Application. .� 1'6i§FtCM FpRM1wR G.5 "113mmlSlot Widih�- OIRATE TOP VIEW (ROTATED 90 °) 13.75" 13A9mml. Uncoated Gran 1.5" [38mrr1� Locking Devine Ig Part # 181 to GRATE END 'VIEW ' 1,75"X, 1.75 ".X 0,19' [44.5mm X 44.51mm x 4.8" Black Epoxy" Coated 14" C35&nml ,Steel Angle Wth Anchor Studs 1.z Part #F2 i E Corldrote Slab ax; I & Expansion Jalnt Bath 12" (3051rrlrn]- Sides (Recommended) De ott1 Varies " ,1 Rail Cramp s YT Ll_ x M Precast Polymer Concretes 4' 'Trench Crain Part *PP 12 Monolithic Pour � +' 8' (152mmj 1411nir11Um Ali Sias �' � ,, � Na- Float t 6 i 44 Rebar U-Leg .y 3 I76mm] Anchor k4n Slab MlnlhlUm 1 [25mrnj END CROSS SECTION VIEW: Minimum rl ht 0 21110 A5T, Itic - PDX 12 ..12" [305mm] ID Precast Trench Drain with ACA Grate P.0, SOX 8W, 2% WROCICK ROAD lkawmm. INC xs16d SERIEC^ PP�I �'-12. 04G B -F21 - F 0 (704) MUM IeIb ry rlglhts of A@ST,1nc, are ifl(A 1n the Inkrroebw diark o herein. The re0*nL by e t Iiq�uratant, agrees •het rm1w docurn rA m V* harein - any Feu tlr�rerlt' 0h64 be mvW. rep v0uc*d or tremferred to ntlssrs by rrrenkdact #T rM' tqr y r aaher':pgrPc>&e 020, on ,$u"ed in umtitrp Oy AFtT.Inc, DISCLAIMER; Ttio 0uwWmw and It* rusWman , top*om, end c mr is *w we wmplwaly nwpamWe kr 1ho saft0am imuWon nanCO nL' ww pmdu" Nwftmd km ANT, and EXCEPT A$ UFnSSLY FIROOCIED IN MOTS l3'Id1NCl&,W M ARRANTIES, +, MAKES NO YYAI OWNTY EXPREW OA IMFLWW1 AS TO THE, SUITASILrTY, DESIGN, MEACMNTAOW Y, OR, FITNESS OF Tft PRODUCT FOR CUSTOMER'S 'S APPLCA`nON or'Ws s %wnnbm me' mquedt CG-12 05 DOWELS. 8 " LANG AT 12" C -C -\ s, t • • PERMIISSiBLE CONSTRUCTION JOINT , Z 'era VIs 124 MAX ,j2 7 I �1 I 7 1 V---- WITH BUFFER STRIP SECTION A -A SECTION B -B J DOMES 1 OF 5 FOR DETAILS NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL. APPLICATION NOTES: o, 1. CROSS WALKS SHALL BE CONSTRUCTED WITH MUN. 4 VDOT TYPE B CLASS I THERMOPLASTIC p ' MATERIALS IN ACCORDANCE WITH THE VDOT 4 :1 0 B MAX MAX B TYPICAL DESIGN ROAD AND BRIDGE - SPECIFICATIONS. 0 2. CROSSWALK MATERIAL COLOR SHALL BE �I WHITE 6" WIDE. BACK OF !CURB 12.1 MAX. 484 MAX. PEDESTRAIN CROSSWALK M PAVEMENT MARKING DETAIL /-PERMISSIBLE» NOT TO SCALE O SECTION B -B �L FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 5. 1 MAX) w (4' WIDE) REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. A 4' SQUARE LMDING A 4' S ARE LANDING QUT O t� BE PROVIDED WITHIN BE PROVIDED WITHIN THE MARKED THE MARKED 0 � Ck: 5C MIN, 1f t0 D X D- X �- BEDDING CROSSWALK CROSSW M AT INTERSECTION AT INTERSECTION CROSSWALK OSSWALK N (WITH BUFFER STRIPY WITH BUFFER 'STRIP V CG-12 _ DE T EC T ABLE WARNING SURFA CE . y.+ U TYP E A (PERPENDICULAR) ' APPLICATION ' REVISION DATE SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION m c 203.06 0 TOP OF FILL TOP OF FILL TOP OF FILL - rrrrrrrrrrrrr rrrrrrrrrrrrrrr'= rr,�rrrrrrrrr rfrrrrrrrrrrr m rrrrrr rr rrrr rrrrrr _ -- r>✓rrrrr ,rrrrrr rrrr rrrrrr -- rr r" rrrrrrr rrrrrr r rrrr :,rrrrrr � W _ == rrrrrrr ' = rrr rr rrr rrr rrrrrr _ = rrrrrrrrrrr rrrrrrrrrrr -_- �rrrrrrr'rr.... I' r' rr rrrrrr GROUND -- rrr rr rr rrrrrr 'GROUN r rrr ° '- rrrrr . +' = rrrrrrrr 3 rrrr -rrrr _,MOUND LINE r' f r r'rr. rrrr = N 1 LRE lrjr :. EARTH I I� ROCK OR 0 M MIN, 1 /10 D UNYIELDING MIN. 11/10 D, x D X BEDDING MATERIAL - I "OF,, SOIL PER 1 X D X l r� , MIN, 1 /tO D- i H BEDDING! EARTH. MIN. 8 BEDDING MATERIAL MAX. 244" MATERIAL FOUNDATION SOFT, YIELD YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE !MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECTION '302 OF THE ROAD AND BRIDGE 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 FRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERT'S AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE 122'Z25' WITH SECTION 302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN NO. SHEET REVISION BY DATE N0. j SHEET REVISION 18° I454mmi l Plan Notes h. Series Nulmbon PP12- 12.504G.>F8 -F21 2, Grates: (Ductile Iran per ASTM A53 "4 Grade 8},55 -t)8 (Uncoated) P ( ) Open Area: i�.25 FP ,per Lineal Feat (f1.L�8 M� per Lirlt�l M1r�ter] ;..s Load Rating: 2496 PSI (AASHTI3 M -3t6 Test Method) _ . . ,� Made the USA 3, Cidwete: a(1cmte_Thickness and Rein ement per Structural BIx Int ra:apecifica 6n for the Application. .� 1'6i§FtCM FpRM1wR G.5 "113mmlSlot Widih�- OIRATE TOP VIEW (ROTATED 90 °) 13.75" 13A9mml. Uncoated Gran 1.5" [38mrr1� Locking Devine Ig Part # 181 to GRATE END 'VIEW ' 1,75"X, 1.75 ".X 0,19' [44.5mm X 44.51mm x 4.8" Black Epoxy" Coated 14" C35&nml ,Steel Angle Wth Anchor Studs 1.z Part #F2 i E Corldrote Slab ax; I & Expansion Jalnt Bath 12" (3051rrlrn]- Sides (Recommended) De ott1 Varies " ,1 Rail Cramp s YT Ll_ x M Precast Polymer Concretes 4' 'Trench Crain Part *PP 12 Monolithic Pour � +' 8' (152mmj 1411nir11Um Ali Sias �' � ,, � Na- Float t 6 i 44 Rebar U-Leg .y 3 I76mm] Anchor k4n Slab MlnlhlUm 1 [25mrnj END CROSS SECTION VIEW: Minimum rl ht 0 21110 A5T, Itic - PDX 12 ..12" [305mm] ID Precast Trench Drain with ACA Grate P.0, SOX 8W, 2% WROCICK ROAD lkawmm. INC xs16d SERIEC^ PP�I �'-12. 04G B -F21 - F 0 (704) MUM IeIb ry rlglhts of A@ST,1nc, are ifl(A 1n the Inkrroebw diark o herein. The re0*nL by e t Iiq�uratant, agrees •het rm1w docurn rA m V* harein - any Feu tlr�rerlt' 0h64 be mvW. rep v0uc*d or tremferred to ntlssrs by rrrenkdact #T rM' tqr y r aaher':pgrPc>&e 020, on ,$u"ed in umtitrp Oy AFtT.Inc, DISCLAIMER; Ttio 0uwWmw and It* rusWman , top*om, end c mr is *w we wmplwaly nwpamWe kr 1ho saft0am imuWon nanCO nL' ww pmdu" Nwftmd km ANT, and EXCEPT A$ UFnSSLY FIROOCIED IN MOTS l3'Id1NCl&,W M ARRANTIES, +, MAKES NO YYAI OWNTY EXPREW OA IMFLWW1 AS TO THE, SUITASILrTY, DESIGN, MEACMNTAOW Y, OR, FITNESS OF Tft PRODUCT FOR CUSTOMER'S 'S APPLCA`nON or'Ws s %wnnbm me' mquedt CG-12 05 DOWELS. 8 " LANG AT 12" C -C -\ s, t • • PERMIISSiBLE CONSTRUCTION JOINT , Z 'era VIs 124 MAX ,j2 7 I �1 I 7 1 V---- WITH BUFFER STRIP SECTION A -A SECTION B -B J DOMES 1 OF 5 FOR DETAILS NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5, THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL. APPLICATION 161 CG -12 y PERMISSIBLE a 1 JOINT 4' k5 DOWEL, 8 "' LONG o IV' C -G MUN. 4 "a p ' 6 4 :1 0 B MAX MAX B TYPICAL DESIGN M1 11 6' G' TRUNCATE DOME 4' 5 A OR DETAILS 4' 8'-U' Min,- C- O" in. 4' BACK OF !CURB 12.1 MAX. 484 MAX. 20,11 TYPE A WITH BUFFER STRIP 2' MIN. ---* -� SECTION A -A /-PERMISSIBLE» CONSTRUCTION JOINT 4 . . SECTION B -B NOTES= 4' M 1 FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 5. 1 MAX) THIS DESIGN TO BE USED FOR, CONSTRUCTION THAT INCORPORATES WDER SIDEWALK. LANDING` ALTERATIONS (4' WIDE) REQUIRED AT TOP OF CURB RAMP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. A 4' SQUARE LMDING A 4' S ARE LANDING QUT Y AREA OUTSIDE OF F t SC AREA OU SLOE Q TRAVELWAY SHALL TRAVELWAY SHALL BE PROVIDED WITHIN BE PROVIDED WITHIN THE MARKED THE MARKED V) (A CROSSWALK AREA. CROSSWALK AREA EA � Ck: 5C MIN, 1f t0 D X D- X �- BEDDING CROSSWALK CROSSW �K 0 nn 0 n TYPICAL; PLACEMENT II v TYPICAL PLACEMENT AT INTERSECTION AT INTERSECTION CROSSWALK OSSWALK WITH: DIAGONAL PLACEMENT N CROSSWALK WITHIN DIAGONAL PLACEMENT, W N C'RC?SSWALK (WITH BUFFER STRIPY WITH BUFFER 'STRIP SPECIFICATION REFERENCE CG-12 _ DE T EC T ABLE WARNING SURFA CE . tV_ DQT Roan AND BRIDGE STANDARDS 145 TYP E A (PERPENDICULAR) ' APPLICATION ' REVISION DATE SHEET 2 OF 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION to/09 ' 203.06 1 MIN. 1.5 x D MIN. 1.5 x D Avg of TOP OF FILL TOP OF FILL TOP OF FILL - rrrrrrrrrrrrr rrrrrrrrrrrrrrr'= rr,�rrrrrrrrr rfrrrrrrrrrrr 18° I454mmi l Plan Notes h. Series Nulmbon PP12- 12.504G.>F8 -F21 2, Grates: (Ductile Iran per ASTM A53 "4 Grade 8},55 -t)8 (Uncoated) P ( ) Open Area: i�.25 FP ,per Lineal Feat (f1.L�8 M� per Lirlt�l M1r�ter] ;..s Load Rating: 2496 PSI (AASHTI3 M -3t6 Test Method) _ . . ,� Made the USA 3, Cidwete: a(1cmte_Thickness and Rein ement per Structural BIx Int ra:apecifica 6n for the Application. .� 1'6i§FtCM FpRM1wR G.5 "113mmlSlot Widih�- OIRATE TOP VIEW (ROTATED 90 °) 13.75" 13A9mml. Uncoated Gran 1.5" [38mrr1� Locking Devine Ig Part # 181 to GRATE END 'VIEW ' 1,75"X, 1.75 ".X 0,19' [44.5mm X 44.51mm x 4.8" Black Epoxy" Coated 14" C35&nml ,Steel Angle Wth Anchor Studs 1.z Part #F2 i E Corldrote Slab ax; I & Expansion Jalnt Bath 12" (3051rrlrn]- Sides (Recommended) De ott1 Varies " ,1 Rail Cramp s YT Ll_ x M Precast Polymer Concretes 4' 'Trench Crain Part *PP 12 Monolithic Pour � +' 8' (152mmj 1411nir11Um Ali Sias �' � ,, � Na- Float t 6 i 44 Rebar U-Leg .y 3 I76mm] Anchor k4n Slab MlnlhlUm 1 [25mrnj END CROSS SECTION VIEW: Minimum rl ht 0 21110 A5T, Itic - PDX 12 ..12" [305mm] ID Precast Trench Drain with ACA Grate P.0, SOX 8W, 2% WROCICK ROAD lkawmm. INC xs16d SERIEC^ PP�I �'-12. 04G B -F21 - F 0 (704) MUM IeIb ry rlglhts of A@ST,1nc, are ifl(A 1n the Inkrroebw diark o herein. The re0*nL by e t Iiq�uratant, agrees •het rm1w docurn rA m V* harein - any Feu tlr�rerlt' 0h64 be mvW. rep v0uc*d or tremferred to ntlssrs by rrrenkdact #T rM' tqr y r aaher':pgrPc>&e 020, on ,$u"ed in umtitrp Oy AFtT.Inc, DISCLAIMER; Ttio 0uwWmw and It* rusWman , top*om, end c mr is *w we wmplwaly nwpamWe kr 1ho saft0am imuWon nanCO nL' ww pmdu" Nwftmd km ANT, and EXCEPT A$ UFnSSLY FIROOCIED IN MOTS l3'Id1NCl&,W M ARRANTIES, +, MAKES NO YYAI OWNTY EXPREW OA IMFLWW1 AS TO THE, SUITASILrTY, DESIGN, MEACMNTAOW Y, OR, FITNESS OF Tft PRODUCT FOR CUSTOMER'S 'S APPLCA`nON or'Ws s %wnnbm me' mquedt CG-12 05 DOWELS. 8 " LANG AT 12" C -C -\ s, t • • PERMIISSiBLE CONSTRUCTION JOINT , Z 'era VIs 124 MAX ,j2 7 I �1 I 7 1 V---- WITH BUFFER STRIP SECTION A -A SECTION B -B J DOMES 1 OF 5 FOR DETAILS NOTES FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 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 i 5 7 2 5 8 3 6 9 4 8 12 5 10 IS G 14 15 ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 ! REVISION 203.07 18/09 WITH BUFFER STRIP WITHOUT BUFFER STRIP CROSSWALK ' I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK WITH BUFFER STRIP ` "'" " '• " ii-fit CRM CG-12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION V LON CROSSWALK DIAGONAL PLACEMENT P r , S EC��AA,,� __KUN' REFEREI'te 105 502 PS-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL 4. TOP OF FILL GROUND LINE '---- GROUND LINE s GROt? LINE * rrrrrr rrrr i rrrr rrr 1 i rrrrrr rrrr l rrr i 1 rrrrrrrrr i rr _ rr r = rr = r d rrp EARTH rrr rr + _ 1 ! b ROCK OR rr + z r � EARTH' o I cw c UNYIELDING N I SOIL ° { d v BEDDING _ MIN, 1f t0 D X D- X �- BEDDING MIN, N, D X D X MIN. 1/10 D __ r E - ) MATERIAL MMATTEERIAL X I D I X 1 I�/2" PER T OF H MIN, 811, MAX, 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN, 1.5 x D' MIN. 1.5 x D 31110 1 MIN. 1.5 x D MIN. 1.5 x D Avg of TOP OF FILL TOP OF FILL TOP OF FILL - rrrrrrrrrrrrr rrrrrrrrrrrrrrr'= rr,�rrrrrrrrr rfrrrrrrrrrrr rrrrrr rr rrrr rrrrrr _ -- r>✓rrrrr ,rrrrrr rrrr rrrrrr -- rr r" rrrrrrr rrrrrr r rrrr :,rrrrrr � - _ a /'r! r�i rrr(` = _ == rrrrrrr ' = rrr rr rrr rrr rrrrrr _ = rrrrrrrrrrr rrrrrrrrrrr -_- �rrrrrrr'rr.... I' r' rr rrrrrr GROUND -- rrr rr rr rrrrrr 'GROUN r rrr ° '- rrrrr . +' = rrrrrrrr 3 rrrr -rrrr _,MOUND LINE r' f r r'rr. rrrr = rrrrrr' LINE r� rrrrrr' 1 LRE lrjr :. EARTH I I� ROCK OR MIN, 1 /10 D UNYIELDING MIN. 11/10 D, x D X BEDDING MATERIAL - I "OF,, SOIL PER 1 X D X l r� , MIN, 1 /tO D- H BEDDING! EARTH. MIN. 8 BEDDING MATERIAL MAX. 244" MATERIAL FOUNDATION SOFT, YIELD YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE !MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH NOTES: SECTION '302 OF THE ROAD AND BRIDGE 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 FRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERT'S AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE 122'Z25' 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 XVDT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL -- METHOD "A" 302 4 SHEET 1 OF REVISION DATE VIRGINIA 'DEPARTMENT OF TRANSPORTATION 303 107.011 ��, = DES��NE JDs. PROJECT: STONER: ELD BLOCKS F & G SET REV. NO. Am ENGINEERS DRAWN FINAL SITE PLAN 3 SURVEYORS REG ALBEMARLE COUNTY VA DRAWING NUMBER: LtC � PLANNERS TITLE: DETAILS C -25 No 1���� DIHR BY: AsSOCIATES HFW SHEET NUMBER: po Box all9 3oaoI.U,ir,VA22911. ylWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: Lynchburg, VA 24502 Cl arlotresv7te, VA 22911 ,0 , s ,hone: asasw w.w Phone: asa.��sa�7ao 213042.04 304204C-l.dwg CML H: AS SHOWN 1 11711 3 2J Of 36 BYDATE ��W�I.w- wassocialcsnel V. NIA 3 N t O JI N O C v a v O N v O 0 U Z) m m G O c W N / CG -7 #8 BARE GROUND WIRE HAND HOLE - #8 BARE GROUND WIRE POLE GROUND LUG W /FEMALE 1/2" x 13 NC THREAD POLE BASE W /LEVELING NUTS & 1 " GROUT (MIN.) CONDUIT STUBS, O BE INSTALLED TO HEIGHT OF ANCHOR BOLTS CLAMP SUITABLE FOR DIRECT BURIAL - #8 BARE GROUN WIRE 3/4 "(p x 10' -0" COPPER CLAD 2' -0" GROUNDING ROD ROUND BASE NO. 5 BARS ' ANCHOR BOLTS PLAN 6x6 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 - GALVANIZED ANCHOR BOLTS NOTE: SITE ELECTRICAL CONTR. TO COORDINATE LOCATION OF EASEMENTS, UNDERGROUND UTILITIES & DRAINAGE BEFORE DRILLING POLE BASES. (TYP.) LIGHT POLE BASE DETAILS NOT TO SCALE NOTES1: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE: TO BE CLASS A.3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN RE OR AIE CHANGE IN STANDARDS CAN BE MADE AT 10'e L OPENINGS, 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE; STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. CONTINUOUS #5 REBAR .I° ILLI & HARDWARE Z °aa o #4 BARS °I-' �L. 1 I 11f . , fP• ll' CONCRETE BASE n io z A P R 6 P P � . • W I x ELECTRICAL CONDUIT a o po'•p D ej 7„ 2, -0„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR I PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A I ° I� 6 #5 BARS WITHIN A 6x6 MIN. DEPTH OF 7" IS MAINTAINED XVDO'T t N �t . 10/10 WWF "CAGE" SPECIFICATION • P i A O COMBINATION 4 " CURB I °' a;' AINTAIN 3" MINIMUM REFERENCE ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION i� CONCRETE COVERAGE ON SHEET 1 OF 1 REVISION DATE 2,_�„ ALL BARS SECTION CONTRACTOR TO TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AN D 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 NOTES1: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE: TO BE CLASS A.3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT, 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN RE OR AIE CHANGE IN STANDARDS CAN BE MADE AT 10'e L OPENINGS, 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE; STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. CONTINUOUS #5 REBAR 2 I REVISED LIGHT POLE BASE DETAIL AND ADDED CG -7 DETAILS I RU 1 2 -6 -14 I SHEET REVISION BY I DATE I NO. 1.5" SM -9.5A ASPHALT 2.5" BM -25.OA ASPHALT VDOT 2113 Qo0 0 ° C PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE LIGHT DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2.. CONCRETE TO BE GLASS 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" (211 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" • --2" RADIUS A P � so 6 6 SURF) O sA " A a A OD N BASE °p �. °a °� °fie• . 6'" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 �5 w. SHEET REVISION 1.5" SM -9.5A ASPHALT 3.0" BM -25.OA ASPHALT OQ 10°" VDOT 21 B 0 ?" PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE HEAVY DUTY PARKING LOT AND ALLEY PAVEMENT SECTION D ETAI L NOT TO SCALE 4 " � 211 R Z °aa o #4 BARS CONTINU( n o 6 A P R 6 P P W THE BOTTOM OF THE CURB AND b a o po'•p D GUTTER MAY BE CONSTRUCTED 7„ 2, -0„ THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR I PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A I3 MIN. DEPTH OF 7" IS MAINTAINED XVDO'T t 6 P: SPECIFICATION • P i A O COMBINATION 4 " CURB AND GUTTER REFERENCE ROAD AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION i� 105 502 SHEET 1 OF 1 REVISION DATE 201.04 2 I REVISED LIGHT POLE BASE DETAIL AND ADDED CG -7 DETAILS I RU 1 2 -6 -14 I SHEET REVISION BY I DATE I NO. 1.5" SM -9.5A ASPHALT 2.5" BM -25.OA ASPHALT VDOT 2113 Qo0 0 ° C PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE LIGHT DUTY PARKING LOT AND ALLEY PAVEMENT SECTION DETAIL NOT TO SCALE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2.. CONCRETE TO BE GLASS 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" (211 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" • --2" RADIUS A P � so 6 6 SURF) O sA " A a A OD N BASE °p �. °a °� °fie• . 6'" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 �5 w. SHEET REVISION 1.5" SM -9.5A ASPHALT 3.0" BM -25.OA ASPHALT OQ 10°" VDOT 21 B 0 ?" PAVE OVER PRIME AT 0.4 GA /SY PAVE OVER PRIME AT 0.1 GA /SY - APPROVED SUBGRADE HEAVY DUTY PARKING LOT AND ALLEY PAVEMENT SECTION D ETAI L NOT TO SCALE STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION DUMMY "NT WITH JOINT FILLER V CONCRETE SLAB 1 4 " � 211 R Z °aa o #4 BARS CONTINU( cV o 6 TOP AND BOTTOM W b a o po'•p D z I W to I3 t 6 P: • P i A O O� P� �•; � D,� p D i� STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION DUMMY "NT WITH JOINT FILLER V CONCRETE SLAB 1 M ID i i BY I DATE SURFACE BASE SUBBASE` NOTE: REBAR SHOWN IS NOT REQUIRED ALONG ACCESS ROADS #4 AT 1$" ON CENTER CONTINUOUS (2) #4 FACE OF CURB (BEYOND) 8.0" PORTLAND CEMENT CONCRETE .• ...� • W& A HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE CG -2 XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 211 R • • ►:,��,��,��,��,�� 1,,1,1,,1,1 1�� �� ,IE,Is.I,.�.��.�� •x- •x_.x -.x - -. -.r •r •Y .r_ •r •r • •Y •Y . -. . - • . _ • . • • SIDEWALK DETAIL NOT TO SCALE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. CG -6 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, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON 'ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, CONTINUOUS #5 REBAR co a lie. 1� p AI p R P O A. A. , s Gil I _ 21 -011 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 y r "x411' U4UA°e"`ille,V 0a 11 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: L nchbm' VA 24502 Chazlolresvine, VA 2291 t Phone: 434316.6080 Phone: 434.954.2700 C'Yl�p L H • AS SHOWN www.wwassociates.net CONTINUOUS #5 REBAR ® 213042.04 304204C_DET- -2.dwg 1117113 SET REV. NO. 3 DRAWING NUMBER: C -26 SHEET NUMBER: 26 of 36 '' 0� 1 I I3 t M ID i i BY I DATE SURFACE BASE SUBBASE` NOTE: REBAR SHOWN IS NOT REQUIRED ALONG ACCESS ROADS #4 AT 1$" ON CENTER CONTINUOUS (2) #4 FACE OF CURB (BEYOND) 8.0" PORTLAND CEMENT CONCRETE .• ...� • W& A HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE CG -2 XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 211 R • • ►:,��,��,��,��,�� 1,,1,1,,1,1 1�� �� ,IE,Is.I,.�.��.�� •x- •x_.x -.x - -. -.r •r •Y .r_ •r •r • •Y •Y . -. . - • . _ • . • • SIDEWALK DETAIL NOT TO SCALE NOTES: 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. CG -6 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, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN - GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON 'ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS, CONTINUOUS #5 REBAR co a lie. 1� p AI p R P O A. A. , s Gil I _ 21 -011 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. XVDOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 y r "x411' U4UA°e"`ille,V 0a 11 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: L nchbm' VA 24502 Chazlolresvine, VA 2291 t Phone: 434316.6080 Phone: 434.954.2700 C'Yl�p L H • AS SHOWN www.wwassociates.net CONTINUOUS #5 REBAR ® 213042.04 304204C_DET- -2.dwg 1117113 SET REV. NO. 3 DRAWING NUMBER: C -26 SHEET NUMBER: 26 of 36 3 M UI N 0 / v a A! 0 c� 0 0 N / µ0i Go O U .0 m c 0 as m W N z Fl,--,)P, ALL E END 45 f �.7 yA ee t c r s � 4 S F.1IN T ErTIC')N I 1 .1_ rw , t- t 't I r^i4 ea FOR TEE OR 'AYE FITTINGS 51DEN TRE NIL- H TO Lr r R, E LI ., EL.. a r$ R EE� �-1 iJi � S L1 � I i t✓r, � .; 4 I y k 4 ECTiCjN 2 ,. .:.,.. If=' E ..., .,.. ,�Et�hEt � EEt�,D .�I, Ei�i.,Iu JL� -,_. € TEE hvC ELJC.', .v,.. Wt�E' E` 3 NO CON--BETE _'-,HALL BE POURED ti?'; {FEET) THE _li_T+.T C t_..( i T _.. iJ :L:I .aI � iJcr -;' SK ALL 13E rFF T) ,_.'y D. ,,L H E N ' INE 468 STONE CONCRETE .. BLOCKS S ST,q P LE SOIL ROC K N1T_ x SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL DRAWN BY: REG F 1 G :. •a'e' STONES T7 INSURE THE PIPE DOESN'T REST ON ROCK AND A i TD _ - I F I •g el #h8 STONE, 2. zz L, I s c, q 1, U,24 $.. DOOR HINGES I I 4..r DIHR BY: HFW 't - 5 4 13 ID. C+ , ,_ ( 74'k,lIN INITIAL BACKFILL °4 hnlN - ,- ( UNSTABLE 0D 5''' SOIL _H r Ii n^ I N MIN 0.1N l I i I r - —GRANULAR FILL AS - _ APPROVED BY AC�A , I I t I 1 ;4 1. 5, (-] , c' 5 As a ; 13 } i NOTE DATE NO. 'a i! j l r r 3 c _ i ) _; - 4 - ABOVE THE INITIAL BACKFILL. 3. -THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN G" LIFTS. I 45 I I i)t_: I 66 I IN THE TRENCH. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER 16 PIPE INSTALLATION & BEDDING C1. qq w 1 2.66 C. 2 (. FG. W -2 TD -2 1 ,E, e a 1 _, N.T. S, F-IG. A/- A TD- 1 1 1._ '.. 5 ,s; � -5 0. - 3.E,3 4.00 .83 i.G i, _ 3 _ __4 ..... -0 .} ..,u 1. Tt-RI -ST BLOCK:':- F.E FEta {i_(I'RED, THE PIP' -LINE : C?-i,?:NGE; DIFD_TlrON, -H t'-I! -E DEAEr ElxD RIND AT CJIPdfE'v51O�J vl_E 500 P: =S,I. CON':RETE. c: �s ?4'1VIN ?7' 1AlNI 3 NO CON--BETE _'-,HALL BE POURED ti?'; A'04 ',RT ' THE _li_T+.T ,1. H G ". T _.. iJ :L:I .aI � iJcr -;' SK ALL 13E -' c _ ]�iIELR ._tom � �. TIC, THE t•_F.1 t1-I, TYPE .J _ ,,L TF'R ,T Gtr . K,,_.. INE 468 STONE CONCRETE THRUST BLOCKS S ST,q P LE SOIL ROC K N1T_ x SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL DRAWN BY: REG F 1 G :. •a'e' STONES T7 INSURE THE PIPE DOESN'T REST ON ROCK AND A i TD _ - I F I NOTE HYDRANIT NIUIST BE EQUIPPED WITH °,CHARL O°TET;- 'vI LG THREAD "rHt li I:a K e �- ; THE ._3_-L.. STANDARD. f F T LENGTH BRANCH VAPIEC e1 �4IN 1 y ?' ,'0 10' J. % C(i FT. "' tee L''E EL rU NI .J ..J -_ � A� r, S 17 =.ru;'h1iPk; . GA TE KA i 4 VALVE f 3 E ,?:I_r i3 r ".. _•.I.. `_ {'i "�i L.{rl: . � x' "r-� <,��f ..._..�,, .,z7e�. �.,. ._.__.. .�;� * �, 1 E,R E =,i =a E" T �,l I° y g " T fi..... 1 b AIAGNSI 4 . ^4' ^y \Y G. m . PiCSI`,TIUF, BED _ 1 BI E I, 31i_. ,ZEEL r �t ' 4' THt•Er,GE1 h,iv{[I': +O WHEN THE SOIL iJ DISTURBED OR S,A" HC N4, 4, 1N IN ALL INStAA LA.TI N'S. A H'I'I)RANT 1'S .. +DC1A;TED IN :A FILL, 1(C-HOR RO L 'S HALL B ,SALV.- ,P<;_ED rfi ° WE ! E TO THE N DR4t <tT AriTH ': -T° CC ASPHALT C,C`ATEEi T HRrAL.EC ACC =DY_ - IN ADGi71O,:1 TO PDLJRING 004`,ICRETF IF NECESSAR)', ,A STEEL PILE SHAL'. BE USED, •A1 CI ITICII`lAL SUPPORT NOTE 1 •:1JE?9-7)1­lND =!'w'EEP ;HOLE_ ',,','ITH GRAVEL AND KEEP FREE OF IC(,- )N'CFIETE. AIClI,.It. t'. {IP +_,_.EF r TFiE,,...I 3 T iE "iFE .1,UN L "T ID- W: C I f 4 i t_ L L t I.� ,:E 3. FIN SHED GRADE SHALL SLOPE ?r'VVAY FROM! THE FIRE H)'DF,ANT ANc,' t E B._X 4. THE T[ VA, L'E E ALL`OY.ED 'N' 'SHCIJLDER OR BEHIND THE DITCH. 1T IS NOT ALLCv,,1vEE' IN THE CITCH. - FIRE HYDRAMI-S SHALL BE INSTALLED AT i'N'_, '''rNHERE `61EVI HOLES ARE _,0C -3 "k'E THE PREtAl Lit *,'",.x GsIRO h•1G1W'ATER ELL %IIAlION. IF FE-,,I,_jIREC1 Tt-'' BE IN 'J ET AREAS',, THE WEEP HOLES ->HALL BE PLUGYED AND THE HYDRANT SHALL BE F'i_NIPED DRi . T1 FI L FIRE HYDRANT A._,S)EMBL't DETAIL. N , S. FIS .N -4 T 7 AIR RELEASE VALVE BRASS OR BRONZE PIPE — RADE DRAIN IF POSE TO BRICK SUPPORTS OR SOLID CEMENT BLOCKS IIQ Ii PLACE ORAL" •.INIZED VVITNE - , FONT 'A °'TH ` C <^PPE D Ek',tCiS PAINTED BLUE IN FEtafrCrTE AREAS I,It RE TED t , D A KER LC A k,1 AY S Tl �C( h1 BE -G E`v t TO HJG ^ A''i'' DEPAFTiMEi:,,T APPROVAL. s 51 II FIs "N!`_SHED• :SRACE ' n r a 1 ,ADJUSTABLE ; °AL, E. BOX 'tYa`/ LID M V k. & fy Y J } S rv' - -3— 'GATE VALE E Iib 'ATER "i r 1 11 F LIFdE. �- d.• I .1 , d i•^ � ( , CON_ RET E - THRUSTELF,_ yz aE A Y NOTE ![d RE`00TE ARE.. "-,, VAL','E 3OXE'` '-,,I-ALL EXTEND aik (t,) INCHES ABLt`i''E =R,u TYPIC=AL GATE VALVE NTz TD -3 /—FINISHED GRADE a- $,RC}PE GATE CRUSHED STONE NOTES: 1 A PRECAST MANHOLE COME AND COVER U4il"i`t-i WATER CAST ON LID, OR APPROVED EQUAL, SHALT gp�y U L,, V L9 1. 4^� SED, F OR WATERLN ES SMALLER THAN i USE � 1' A.R. , AN D FITTINGS. FOR W ATE R' LINES `,12" AND LARGER USE 2" A.R,V, ANID FITTINGS, 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED $Q THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE A N TS FIG. 'W- 9 1 I Ii :, T � i F ,,, i3,•,, rl TOPICAL SERVICE LATERAL INSTALLATION TION NT` FIK' . Ufa' - t6, FRAME & COVER' SEE< FIG _� - I - D,E) STREET SURFACE OR NC)N - PAVED AREA, SLOPED AREA—" F' h� itllA :K L_ 3. »�"' RUBBER COATED SITEEL y. 4 STEPS CAST IN )LACE. "D MIN 1 � PRECAST IREINF1; +E_ CEL Y:C1N(:RETE SECTIONS " � C-) , RII�1'�' _MEALS I 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS::, �. `:, " C Ir #:, a' - .1 li I w G I F F E R E N� E r-Y._ R �. _. u <yri . H_� 1 � ~� FRc "N1 INLET TC -? OUTLET I SHALL BE 0,20 FEET: rC.`NCrRET VA, R I E 5 DEPTH OF FUDI'1+ CHANNEL Ttil BE FILLET_ 3/4 Li l r ><�`a�1 E T E R Cy F �7 , a r ,� FILLETED III, EI? F. ,�Y rt�l_ . T F �. .� T ;n I y r � + . ', � %�,`..r, Y? .; ?._idtt, '�,�,,. "C „ � •.,.- +'.��d R`T��r�-4 `TRA � i ( 1�171�ht _F FL�Y~r 6ETa�EEh1 INLET. �, _TLE.: N, 6 � .. T F<,F E � ALL E � , F"_R_V CEL, ED DING I ( f�,fllP�. � H EGC�IN( NC)TE ;: W/ NO, b ;S `:�TC)NE 1, BEDDING THICKNESS REQUIREMENT SrHO��+`+{N IS MINIMUM AND SHALL BE SPECIF'ICALL"r` DETERMINED BY THE CONSULTANT FC�RIE SOIL CONDITIONS, THE CG'iN`=1ULT�+.NT '{+VILE DETERMINE �,VHETHER f�,�I�iNH( LES SHALL HAVE EXTENDED OR NON-EXTENDED BASES. �. p.:L _ -.I _ LIFT HC )LE'-::,, 1,�1LET_.: OUTLETS Ts,� [= E _,E, . EC & GROUTED L � � f C ,_ i L INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N .T . `ry' FIG. S� I -, TD - >.1 DItViEN3iOhJ GOOD FOUNDATION MATERIAL ROOKY FOUNDATION MATERIAL. CJIPdfE'v51O�J � E; c: �s ?4'1VIN ?7' 1AlNI i ENGINEERS SURVEYORS PLANNERS ASSOCIATES PQ Box 4119 3040 Ave"nore Square P1. Lynchburg, VA 24502 Ch.1tr— ilk, Phone: 4343www. , Phone 434.984.2700 ,d W�� ,; =Wa55� "ares net 3° INITIAI. BACKFI:I PROJECT: STONEFI ELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY VA SET REV. NO. 3 I IL':KI i. WNr:n� 6 R EDDIN INE 468 STONE ST,q P LE SOIL ROC K PROL'C7�At5 1NILL 3E SUi�Mh1- T'E:G?. x SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL DRAWN BY: REG DRAWING NUMBER: C-27 STONES T7 INSURE THE PIPE DOESN'T REST ON ROCK AND A i THEN COMPACT THE SOIL OR PROVIDE A �1" BEDDING OF I F I SIDE u1E�v' #h8 STONE, TITLE. DETAILS FOUNDATION IN POOR SOIL UNDER CUT CONDITION DOOR HINGES I try, DIHR BY: HFW r ( 74'k,lIN INITIAL BACKFILL °4 hnlN 1.75" DIHn'E' -TER DR LLEG 1 UNSTABLE — SOIL _H r Ii n^ I N MIN 0.1N l I i I r - —GRANULAR FILL AS - _ APPROVED BY AC�A , I I 1 �� ,s � I I SCALE: H: AS SHOWN V. N/A TABLE SOIL OR ROC�f STABLE SOIL OR Roc - TOP Viii, ` } i NOTE DATE NO. 1, NO ROCKS SHALL BE ALLOWED 'A/ITHIN 24 OF THE WATER LINES. ' DATE 2 NO ROCKS LARGER THAN E" IN ANY DIMENSION SHALL BE ALLOWED BEARING E'•.;R =A<_E ABOVE THE INITIAL BACKFILL. 3. -THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN G" LIFTS. UNDIERNEAT! I I I I 4. NO ORGANIC OR FROZEN MATER AL OR DEBRIS SHALL BE ALLOWED LIFT HHNDLE I IN THE TRENCH. S. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER _.. _.....- PIPE INSTALLATION & BEDDING ALUMINUM ACCESS I N TS (. FG. W -2 TD -2 AIR RELEASE VALVE BRASS OR BRONZE PIPE — RADE DRAIN IF POSE TO BRICK SUPPORTS OR SOLID CEMENT BLOCKS IIQ Ii PLACE ORAL" •.INIZED VVITNE - , FONT 'A °'TH ` C <^PPE D Ek',tCiS PAINTED BLUE IN FEtafrCrTE AREAS I,It RE TED t , D A KER LC A k,1 AY S Tl �C( h1 BE -G E`v t TO HJG ^ A''i'' DEPAFTiMEi:,,T APPROVAL. s 51 II FIs "N!`_SHED• :SRACE ' n r a 1 ,ADJUSTABLE ; °AL, E. BOX 'tYa`/ LID M V k. & fy Y J } S rv' - -3— 'GATE VALE E Iib 'ATER "i r 1 11 F LIFdE. �- d.• I .1 , d i•^ � ( , CON_ RET E - THRUSTELF,_ yz aE A Y NOTE ![d RE`00TE ARE.. "-,, VAL','E 3OXE'` '-,,I-ALL EXTEND aik (t,) INCHES ABLt`i''E =R,u TYPIC=AL GATE VALVE NTz TD -3 /—FINISHED GRADE a- $,RC}PE GATE CRUSHED STONE NOTES: 1 A PRECAST MANHOLE COME AND COVER U4il"i`t-i WATER CAST ON LID, OR APPROVED EQUAL, SHALT gp�y U L,, V L9 1. 4^� SED, F OR WATERLN ES SMALLER THAN i USE � 1' A.R. , AN D FITTINGS. FOR W ATE R' LINES `,12" AND LARGER USE 2" A.R,V, ANID FITTINGS, 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED $Q THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE A N TS FIG. 'W- 9 1 I Ii :, T � i F ,,, i3,•,, rl TOPICAL SERVICE LATERAL INSTALLATION TION NT` FIK' . Ufa' - t6, FRAME & COVER' SEE< FIG _� - I - D,E) STREET SURFACE OR NC)N - PAVED AREA, SLOPED AREA—" F' h� itllA :K L_ 3. »�"' RUBBER COATED SITEEL y. 4 STEPS CAST IN )LACE. "D MIN 1 � PRECAST IREINF1; +E_ CEL Y:C1N(:RETE SECTIONS " � C-) , RII�1'�' _MEALS I 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS::, �. `:, " C Ir #:, a' - .1 li I w G I F F E R E N� E r-Y._ R �. _. u <yri . H_� 1 � ~� FRc "N1 INLET TC -? OUTLET I SHALL BE 0,20 FEET: rC.`NCrRET VA, R I E 5 DEPTH OF FUDI'1+ CHANNEL Ttil BE FILLET_ 3/4 Li l r ><�`a�1 E T E R Cy F �7 , a r ,� FILLETED III, EI? F. ,�Y rt�l_ . T F �. .� T ;n I y r � + . ', � %�,`..r, Y? .; ?._idtt, '�,�,,. "C „ � •.,.- +'.��d R`T��r�-4 `TRA � i ( 1�171�ht _F FL�Y~r 6ETa�EEh1 INLET. �, _TLE.: N, 6 � .. T F<,F E � ALL E � , F"_R_V CEL, ED DING I ( f�,fllP�. � H EGC�IN( NC)TE ;: W/ NO, b ;S `:�TC)NE 1, BEDDING THICKNESS REQUIREMENT SrHO��+`+{N IS MINIMUM AND SHALL BE SPECIF'ICALL"r` DETERMINED BY THE CONSULTANT FC�RIE SOIL CONDITIONS, THE CG'iN`=1ULT�+.NT '{+VILE DETERMINE �,VHETHER f�,�I�iNH( LES SHALL HAVE EXTENDED OR NON-EXTENDED BASES. �. p.:L _ -.I _ LIFT HC )LE'-::,, 1,�1LET_.: OUTLETS Ts,� [= E _,E, . EC & GROUTED L � � f C ,_ i L INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN N .T . `ry' FIG. S� I -, TD - >.1 METER 53LE DItViEN3iOhJ DIp > "cf"151L�N CJIPdfE'v51O�J � E; c: OP � 1 ici No, 122 1`' " t 'E � �, ENGINEERS SURVEYORS PLANNERS ASSOCIATES PQ Box 4119 3040 Ave"nore Square P1. Lynchburg, VA 24502 Ch.1tr— ilk, Phone: 4343www. , Phone 434.984.2700 ,d W�� ,; =Wa55� "ares net DESIGNED JDe. PROJECT: STONEFI ELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY VA SET REV. NO. 3 T7 -IAN 4, PROL'C7�At5 1NILL 3E SUi�Mh1- T'E:G?. DRAWN BY: REG DRAWING NUMBER: C-27 A i I F I SIDE u1E�v' I i TITLE. DETAILS DOOR HINGES I DIHR BY: HFW I 1.75" DIHn'E' -TER DR LLEG 1 — HOLE rOR TOUCH READ I i I i I I t I J l I C r I I I SCALE: H: AS SHOWN V. N/A I - TOP Viii, ` } BY DATE NO. DfAiv(ETER F_Pl BY DATE BEARING E'•.;R =A<_E I UNDIERNEAT! I I I LIFT HHNDLE I _.. _.....- I E ALUMINUM ACCESS f HATCH TYPICAL METER VAULT U T N.T. S, F-IG. A/- A TD- 1 1 METER 53LE DItViEN3iOhJ DIp > "cf"151L�N CJIPdfE'v51O�J � E; c: OP � 1 ici No, 122 1`' " t 'E � �, ENGINEERS SURVEYORS PLANNERS ASSOCIATES PQ Box 4119 3040 Ave"nore Square P1. Lynchburg, VA 24502 Ch.1tr— ilk, Phone: 4343www. , Phone 434.984.2700 ,d W�� ,; =Wa55� "ares net DESIGNED JDe. PROJECT: STONEFI ELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY VA SET REV. NO. 3 T7 -IAN 4, PROL'C7�At5 1NILL 3E SUi�Mh1- T'E:G?. REMAIN1ING E,+ CI <.FILL SHALL NOT =IL''NT�,IN `�MOILK MATERIAL _, hil1C `� LARGER THAN 5' IN ANY I DIMENSION 24'MII�1 I [ I INTIAL BACKFILL* E i EG1�9ENT , 4�lUGHLY C(w�MPA , ED PRiI *1a LIiAIE B,Y" HA11E OR AP1 =R��'t'.�ED, MECHANICAL , T. I � I ,.�+11wEIE �,�F PIPE ;— ,I i� - -ti NO, _ H "A 1_J N C' H •, N1r.= B'EDDIC' G u" nla�; 4" Pf In FOIvNDATIO�—J (SHALL BE ? REQUIRED ''a'1#'HEN SOIL CONDITIONS 'ARE i;_NSTABLE`" {,.(ALL PIPE) NOTE y d S, fi Y" T - S! 3 I. �?P'EI� �UT' =7 It�i F,��,EG :�.REr�,� ,�IITHIh�1 E;�I�;TIC'J�� '�G�., RIGHT -OF ��A�' �H.�.>_L BE E A KFILLED ENTIRELY )I'w`ITH ��O, 21A STONE 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED 1µ;N10 COMPACTED, AND ALL `TONES IRENAC)VED OR A 4" EECIDING OF NO. C^8. STONE SHALL BE PROVIDED I .� a `1, ENCOUNTERED .a ,1 3. WHERE ROCK � ,h�! P1TEF�E 'E '-SHALL BE INSTALLED _N .A .�`11t.1f °„ ,�1 '.� I E ,_ D PI F BEDDING OF NO. 6S• STONE N OP � 1 ici No, 122 1`' " t 'E � �, ENGINEERS SURVEYORS PLANNERS ASSOCIATES PQ Box 4119 3040 Ave"nore Square P1. Lynchburg, VA 24502 Ch.1tr— ilk, Phone: 4343www. , Phone 434.984.2700 ,d W�� ,; =Wa55� "ares net DESIGNED JDe. PROJECT: STONEFI ELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY VA SET REV. NO. 3 DRAWN BY: REG DRAWING NUMBER: C-27 TITLE. DETAILS DIHR BY: HFW SHEET NUMBER' 27 of 36 WWA NUMBER: 213042.04 FILE NAME: 304204C--3.dw 9 DISCIPLINE: CIVIL SCALE: H: AS SHOWN V. N/A DATE: a 1 /7/ 13 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE a 0 Ui eF O O C v a m t'n 'v 0 0 N O V O U 22 O m W C4 I 3 r B Li FSEE NOTE 4 g, MH JOINT (OPTIONAL MAY 6" F ■ WtTI40UT JOINT) �1 0 I G I' N0. I SHEET REVISION BY I DATE I NO. g UNCTION BOX WALL DETAIL C2 C2 SCALE 1 " =3' 26'-8" 1,_on 14' -0" 0 10' -8" 1'_0 RETAINING WALL AT JUNCTION BOX SCALE 1 " =3' '®M ENGINEERS ` SURVEYORS PLANNERS L'' No. 12257 ASSOCIATES 0,,' hb Box 4119 3040 Iw emore Square Pt Lynchburg, VA 21502 QhnrlolLesvUle, VA 22911 ,y�qq Phone: 434316.6080 Phone: 434.984.2700 `� rd'.�,�,�, � www.wwassoctatcs.net SHEET REVISION BY DATE 1599CGSL 15' GRATE FRAME 15" STANDARD GRATE 114 -20 X 11/2" LONG HEX BOLT ZINC GOLD STEEL DWG, NO. 7001-100-048 DRILL 0.281 THRU GRATE ONLY COUNTERBORE 0.75 X.18 DP TAP 1/4 -20 THREAD NOTE: LOCATION OF LOCKING DEVICE MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 213042.04 304204C_DET- -4.dwg BUFORD, GA 30518 CML OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 7.5.00 DATE PHN (770) 932.2443 Nylo last FAX (770) 932 -2490 I TECHNICAL INFORMATION SHOWN HEREIN w nyloplast- us.com APPD BY CJA PROJECT N0. /NAME EBC REPRODUCTION OF THIS PRINT OR ANY INFORMATION ast TITLE CONTAINED HEREIN, OR MANUFACTUREOFANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 7 -5-00 TITLE 151N STANDARD LOCKING GRATE ASSEMBLY CONTAI NED HERD N, OR MANUFACTURE OF ANY IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. DWG SIZE A I SCALE 1:8 SHEET 1 OF 1 1 DWG NO. 7001 -110 -032 REV B NYLOPLAST TURF TRAFFIC INSTALLATION 12" - 30" DRAIN BASIN FRAME & GRATE/SOLID COVER TOP SOIL � MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION A— __ 1. GRATES /COVERS SHALL MEET H -20 LOAD RATING FOR 30" PEDESTRIAN & 17- 30" STANDARD & SOLID 8" MIN THICKNESS GUIDELINE �- TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 4 "MIN ONB " -24" 6" MIN ON 30" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II MATERIAL AS DEFINED IN ASTM D2321, OR AS DETERMINED BY LOCAL STANDARDS & SITE ENGINEER. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 12" - 30" INLINE DRAIN 18" MIN WIDTH GUIDELINE BOTTOM FLANGE OF CASTING MUST BE SUPPORTED BY CONCRETE COLLAR THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT 213042.04 304204C_DET- -4.dwg CML BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 1 -5 -09 I Nyl lash" PHN (770) 932 -2443 us90 FAX (7709 ) TECHNICAL INFORMATION SHOWN HEREIN APPD BY EBC PROJECT NO.MAME ast REPRODUCTION OF THIS PRI NT OR ANY INFORMATION TITLE CONTAI NED HERD N, OR MANUFACTURE OF ANY DATE 1 -5 -09 12 IN - 30 IN DB 81D TURF TRAFFIC INSTALLATION ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ®POW NYLOPAGT I DWG SIZE A SCALE 125 SHEET 1 OF 1 1 DWG N0, 7001 - 110.340 REV A YARD DRAIN INLET DETAILS DESIGNED BY. PROJECT: JDB STONEFI ELD BLOCKS F & G DRAWN BY. FINAL SITE PLAN REC ALBEMARLE COUNTY VA TITLE: DIHR BY: DERAILS HFIN WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 213042.04 304204C_DET- -4.dwg CML H: AS SHOWN V. N/A 1117113 SET REV. NO. 3 DRAWING NUMBER: C -28 SHEET NUMBER: 28 of 36 cA 3 I W U) O O M c O a m cn 'v �t- 0 C4 0 R N / 0 0 0 U m c O V) O c W N O M N / 3 v N I co W �I N ci 0 i c 0 a a� cn 'o ti 0 0 N O V O O U m C O O m W N 0 N i EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF BUILDING F -I, ITS ASSOCIATED PARKING AND FUELING FACILITY. 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 21.2 ACRES. THIS PLAN UTILIZES THE EXISTING PHASE 2 NORTH SEDIMENT BASIN CONSTRUCTED WITH THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074. 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 RESIDENTIAL DUPLEXES, 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 IRUNQFF 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. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO RT. 29, THE EXISTING PORTION OF DISTRICT AVE TO REMAIN, AND THE EXISTING PORTION OF BLACKBIRD LANE. VII. STORMWATER MANAGEMENT CONSIDERATIONS SEE DRAWING NUMBER C -30 ON SEPARATE PLAN SET ENTITLED "ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, AMENDMENT NO. 3, WPO- 201000023" DATED MARCH 30, 2010 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. IN ADDITION THERE WILL BE SOME MINOR GRADING ON THE ADJACENT PROPERTIES AS PART OF THIS PROJECT. 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. TEMPORARY DIVERSION DIKE (DD), 3.09, TEMPORARY RIGHT -OF -WAY DIVERSION (RWD), 3.11: TEMPORARY DIVERSION DIKES AND TEMPORARY RIGHT -OF -WAY DIVERSIONS SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TO A STABLIIZED OUTLET. 5. TEMPORARY SEDIMENT BASIN (SB), 3.14: UTILIZE THE EXISTING SEDIMENT BASIN SHOWN ON THE PLAN TO DETAIN SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS IN "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. 6. STORMWATER CONVEYANCE CHANNEL (SCC), 3.17: INSTALL AS SHOWN ON PLAN TO CONVEY CONCENTRATED STORMWATER RUNOFF TO A RECEIVING CHANNEL OR SYSTEM WITHOUT CAUSING EROSION. 7. 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. 8. DUST CONTROL (DC), 3.39: PROVIDE DUST CONTROL AS SHOWN ON PLANS TO HELP REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. SHEET REVISION BY I DATE I NO. B. VEGETATIVE_ PRACTICES 1. TOP SOILING & STOCKPILING (TO), 3.30: TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION AND HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER. STOCKPILES SHALL BE LOCATED AS SHOWN ON THE PLANS. 2. REFER TO "ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS" #17 AND #18 AND TO "TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32 -D" ON DWG C -30 FOR ADDITIONAL INFORMATION. C MINIMUM STANDARDS MS -1. STABILIZATION OF DENUDED AREAS: PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT OR UNDISTURBED FOR LONGER THAN 30 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 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 INHIBIT EROSION. MS -4. TIMING AND STABILIZATION OF SILT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, 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. A. THE MINIMUM CAPACITY OF A SEDIMENT TRAP SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF LESS THAN 3- ACRES. B. THE MINIMUM CAPACITY OF A SEDIMENT BASIN SHALL BE 134 -CUBIC YARDS PER ACRE OF DRAINAGE AREA, AND SHALL CONTROL A DRAINAGE AREA OF 3 -ACRES OR GREATER. MS -7. CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. MS -8. CONCENTRATED RUNOFF DOWN CUT OR FILL SLOPES: CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. MS -9. WATER SEEPAGE FROM A SLOPE FACE: WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. MS -10. STORM SEWER INLET PROTECTION: ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. MS -11. STABILIZATION OF OUTLETS: BEFORE NEWLY CONSTRUCTED STORM WATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. MS -12. WORK IN LIVE WATERCOURSES: WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. MS -13. CROSSING A LIVE WATERCOURSE: WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14. APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. SHEET REVISION BY I DATE �-_.w1_wC_*k Is ic;, o 12257 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 LOCAL E &S 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 IBE 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. TEMPORARY DIVERSION DIKE / TEMPORARY RIGHT -OF -WAY DIVERSION (3.09/3.11): THE MEASURES SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIVERSION AS NECESSARY. ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURES SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. 7. TEMPORARY SEDIMENT TRAP / BASIN (3.13/3.14): SEDIMENT SHALL BE REMOVED AND THE BASIN OR TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE HALF THE DESIGN VOLUME OF THE WET STORAGE. SEDIMENT REMOVAL FROM THE BASIN SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS. FILTER STONE SHALL BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED. STONE CHOKED WITH SEDIMENT SHALL BE REMOVED AND CLEANED OR REPLACED. 8. STORMWATER CONVEYANCE CHANNELS (3.17): THE MEASURE SHALL BE CHECKED PERIODICALLY TO ENSURE THAT SCOUR IS NOT OCCURRING. SEDIMENT DEPOSITED IN THE CHANNELS SHALL BE REMOVED PRIOR TO THE REMOVAL OF THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES, AND DURING CONSTRUCTION WHEN THE CAPACITY OF THE CHANNELS IS REDUCED. 9. 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. 10. 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. 11. 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 PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED TO COMPLIANCE WITH SECTION 13 -301 OR THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, IN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH TO BE APPLIED AT 80LBS /100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS /1000SF, INCORPORATED INTO THE TOP 4 -6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS /ACRE AND CONSIST OF A 10 -20 -10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS /ACRE AND CONSIST OF 959 KENTUCKY 31 OR TALL FESCUE AND 0 -5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS /1000SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17- 204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17- 207B). SEQUENCE OF CONSTRUCTION 1. CONTRACTOR TO SCHEDULE AND ATTEND A PRE - CONSTRUCTION MEETING WITH ALBEMARLE COUNTY AND OBTAIN ALBEMARLE COUNTY LAND DISTURBANCE PERMIT PRIOR TO THE START OF ANY LAND DISTURBING/ CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAN. 2. VERIFY PERIMETER CONTROLS INSTALLED WITH THE "ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN, AMENDMENT NO. 3 ", WPO- 200900074 ARE PRESENT. INSTALL OR REPAIR AS NECESSARY. 3. THE TEMPORARY 48" STORM PIPE FROM STRUCTURE EX. 153 TO THE OUTFALL AT THE SEDIMENT BASIN TO REMAIN IN SERVICE UNTIL SITE IS STABILIZED AND NORTH SWM FACILITY IS IN OPERATION. HIGHFLOW BYPASS PIPE AND CONNECTION TO NORTH SWM FACILITY FROM STRUCTURE EX. 153 SHALL BE PLUGGED UNTIL SITE IS DEEMED STABILIZED. HIGHFLOW BYPASS FROM STRUCTURE EX. 160.1 TO EX. 4 SHALL BE PLUGGED UNTIL SITE IS DEEMED STABILIZED. FINAL CONNECTION FOR NORTH SPERRY INTERCEPTOR SHALL NOT BE MADE UNTIL SITE IS STABILIZED AND NORTH SEDIMENT BASIN IS REMOVED. 4. PERFORM GRADING OPERATIONS TO BRING SITE TO SUBGRADE ELEVATIONS AND MAINTAIN POSITIVE DRAINAGE TO EXISTING NORTH SEDIMENT BASIN. STABILIZE AREAS AS THEY ARE BROUGHT TO GRADE WITH GRAVEL OR SEEDING. 5. INSTALL STORM AND OTHER UTILITIES, BUILDING FOUNDATIONS, AND CURB & GUTTER. PROVIDE INLET PROTECTION ON STORM INLETS AS THEY ARE CONSTRUCTED. 6. INSTALL ROADWAY ASPHALT BASE AND INTERMEDIATE COURSES. 7. STABILIZE ALL REMAINING DISTURBED AREAS. FILL TEMPORARY 48" RCP PIPE FROM STRUCTURE EX. 153 TO ITS OUTFALL, CONSTRUCT NORTH SPERRY BYPASS FROM STRUCTURE 177 TO 170, BRING NORTH SWM FACILITY ONLINE. INSTALL ROADWAY ASPHALT SURFACE COURSE. 8. 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. 9. CLOSE OUT THE PROJECT. ® SURVEYORS on- ENGINEERS PLANNERS DESIGNED BY: Joe PROJECT: STONEFI ELD BLOCKS F & G FINAL SITE PLAN ALBEMARLE COUNTY VA SET REV. NO. 3 DRAWN BY: REG DRAWING NUMBER: TITLE: DIHR BY : AsSOCIATES EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS C-30 Hf1N NUMBER: 30 of 36 PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA24502 Charlottesville, VA22911 Phone: 434.316.6080 Phone: 434,984.2700 www.wwassociates.net WWA NUMBER: 213042.04 FILE NAME: 304204C_ENS -2.dwg DISCIPLINE: C'Y/L SCALE: H: AS SHOWN V. S -SHEET DATE: 1 1 /7/13 Paved construction entrance for erasion control plans CONSTRUCTION OF A SILT FENCE GRAVEL CURB INLET SEDIMENT SILT FENCE DROP INLET TYPICAL WA TER WA Y (WITHOUT WIRE SUPPORT) FILTER PROTECTION CROSS- SECTIONS TONE - - -70' PAIN, -' 1. SET THE STAKES. 2- EXCAVATE A 4 "X 4" TRENCH CONSTRUCTION UPSLOPE ALONG THE LINE OF 2 X 4' WOOD FRAME CONIPACTED SOIL -M-2A ASF`1-IA T TCP ; STAKES. _ DROP INLET WITH GRATE r7 y FA'vU4ENT 6 MAX. �.� --� 5 nal s FRAME 1,5' MAX. (t •` - ','-5" MiN, 21A A.GGREGA,TL 13ASE PROAL �1_ __� � J IIII TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH 7 3' MIN. J TYPICAL, VEE CROSS - SECTIONS FLOG' / - ® - �--� �'— - v� _/ t T STONE CON.,TRUC i ION ASPHALT PAVED GATHER NASHRACK 4" III III EXCESS D AT CORNERS _ EXISTING 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT PARABOLIC WATERWAY CROSS- SECTION PAVEMENT -i 'TO STAKES AND EXTEND TILE EXCAVATED SOIL. " 2' ��N.* IT INTO THE TRENCH. PERSPECTIVE VIEWS n GRAVEL FILTER 12» TYPICAL KIKKAP CHANNEL M RUNOFF WATER WIRE MESH STAKE D • Pt.SiTVF. tOf�AiNA .r.. — 'xcY IN ci.oTH *NfUS7 EXTEND F`'.jL% WIDTH, TO SEE1miENI � "< ^.. � � FILTERED WATER OF INGRESS AND EGRESS IRAPPiNG OPERATIO,N — j� * ,r. c',. e FABRIC _..,:. II -III -IIII -III PLAN FILTER CLOTH NOTE: ALTHOUGH FILTER CLOTH IS �� .. _ ��� _ '.d•_ar,.:.., I PREFERED, A GRANULAR FILTER MAY BE SUBSTITUTED FOR 1' MIN. FILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & FLO W IT _ SPEC. 3.19. RIPRAP) hIT'VE iAC�A.N !TO SEIDIVENT 27, _ : . 4 . ° � � � TYPICAL CONCRETE CHANNEL iT R A � ING DP�I C E SHEET FLOW INSTALLATION SEDIMENT o:A.: a � � ENPANSION JOINT A � (PERSPECTIVE VIEW) _ ELEVATION OF STAKE AND (90' SPACING) FLTC CL' -h1 - -r .• .`: CONCRETE GUTTER 'SECTION A—A 12" CURB INLET FABRIC ORIENTATION DETAIL A FLOW I M. t' 3 MAX A A A Iliitiiiiilui I water tap of 1 inch niu;4 be installed m' tli a niinliuuli 1 inch Uallcock l B \ \\ NOT TO SCALE � • #`I 18" DOWEL A Sliutoff valve stlpplyillg a wash hose vitli a (haiieter of1.513iclies for adequate SPECIFIC APPLICATION SPECIFIC APPLICATION LIGATION � 6 � LOCATED AT JOINTS Constant pressure. Wasli water must be carried away, fi'oin the entrance to ail a a roc °ecl S�ttlui� �ti °ea t�'� retlio��e Sectuitent. All SeC�itiliiit sli�ll be prevented fi`oiix THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 6x6 WELDED WIRE FABRIC l p THIS METHOD OF INLET PROTECTION IS <?PPLICABLE AT CURB INLETS ?LET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER •ao . AS REQUIRED d IX e�itei ita St(Ytiii cli ui , clltclie of watercourses. _ WHERE PONIJING IN FRONT of THE STRUCTURE IS NOT LIKELY TO CAUSE THAN 5 %) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT °'» ae D w ao e Lif PAVED RACK INCONVENIENCE OR DAMAGE TO ADJACENT STRIJC'TURES AND LIMP R OTECTED EXCEEDING I C.F.S. ARE TYPICAL. THE METHOD SHALL NOT °�� °�- °.° 0" DIA. WEEP � � �,boybo 1 o� bos qY o: o: Q; b I \REAS. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS ° "a a '" HOLE, s °. °. CE POINTS A SHOULD BE HIGHER THAN POINT' B. ° °= asooebaaosgsavoaaos °=a. °ooao9•o. .` ,� SCALE CJ`F IN STREET OR HIGHWAY MEDIANS. IP SCC DRAINAGEWAY INSTALLATION GRAVEL SHALL BE VDOT �3, #2157 OR 5 COARSE AGGREGATE. IP SECTION A A NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL (FRONT ELEVATION) TRAPEZOIDAL WATERWAY CROSS--SECTIONS SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC PLATE. 3.05 -2 SOURCE: VA. D06VC PLATE 3.076 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual, 1988 PLATE 3.07 1 SOURCE: VA. DSWC PLATE 3.17 -1 CONSTRUCTION ENTRANCE AT ALL TIMES. Sherwood and Wyant TYPICAL TREA TMLNT > T YPI CAL ORIENTATION OF A TREATMENT - > (SOIL STABILIZATION BLANKET TEMPORARY RIGHT- - -OF -- -WAY TEMPORARY DIVERSION DIKE ,7 S OIL STABILIZATION BLANKET INSTALLATION CRITERIA D I v F R ti IONS i SHALLOW r ANCHOR SLOT V D 0'T 1 SLOPE COARSE AGGREGATE 18' MIN- NOTES r' APPROXIMATELY 200 STAPLES REQUIRED C O1T1 c C t e CI Soil c` ON SHALLOW SLOPES, STRIPS OF PER 100 SQ. YDS. OF MATERIAL ROLL. P NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS & MAY BE APPLIED ACROSS CHECK SLOTS TO BE BURIED 6" TO 12 ". THE SLOPE. I I I I I t l 12" MAX. 4:1 OR FLATTER 18" Fri ill7. ' 6" MAX. STEEPER THAN 4:1 —Flow JUNCTION SLOT I I� — EDGE AND END JOINTS I I BERM CHECK SLOT ` + TO BE SNUGLY ABUTTED I I I I I I I I 1 1 — I _ WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, (JUTE MESH WILL HAVE I i I1INMMCM BRING THE MATERIAL OVER THE BERM AND ANCHOR IT TERMINAL FOLD STAPLED LAP JOINT IN I G LIEU OF EDGE JOINT 111111. BEHIND THE BERM. I-AP JOINT 2" MIN. I I I I II I ,TAMP FIRMLY (JUTE MESH ONLY) I I I ANCHOR SLOT I I I D ^ STEEP 5' MAX. 4:1 OR FLATTER L,J SLOPE 3' MAX. STEEPER THAN 4:1 I 1 I TYPICAL 2 I I GRAVEL JT R C T JR E I i s" To 12" SOURCE: VA. DSWC PLATE 3.09]. 1 ON STEEP SLOPES, APPLY T I I I I I I i PROTECTIVE COVERING PARALLEL ( I I I I I TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. • i I I I I I CHECK SLOT I I I COMPACTED SOIL TAMP CHECK SLOT �1 TO 2" I I FIRMLY I I I I I I 1 I I I }3 .., - 6 "TO12" °° PLAN VIEW �I_._ -- ' . ..: j.- - TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32 -D " -- i '110 BRING MATERIAL DOWN TO A LEVEL AREA BEFORE ° STAPLING DIAGRAM l �° R!IIN TERMINATING THE INSTALLATION. TURN THE END UNDER 4" AND STAPLE AT 12" INTERVALS. 'CHECK SLOTS AT MIN. LAWN TYPE Z •' .,. ; ,,` ;:,`' .12 STAPLE FORMED FROM NO.11 STEEL WIRE. 50' C -C INTERVALS; SEEDING RATE PER ACRE W 8" STAPLE MIN. LENGTH FOR SANDY SOIL. NOT REQ.'D WITH ALL �I 6" STAPLE MIN. LENGTH FOR OTHER SOIL. -COMBINATION -BLANKETS HIGH MAINTENANCE KENTUCKY 31 OR O DITCH FLOW JUNCTION SLOT TAMP LAWN (WITHIN TURF —TYPE TALL FESCUE 200 -250 LBS j. TERMINAL FOLD LOT AREA) SEEDING DATE SEASONAL NURSE CROP IN DITCHES, APPLY PROTECTIVE COVERING 12" FIRMLY LNI FEB. 16 THRU APRIL ANNUAL RYE O PARALLEL TO THE DIRECTION OF FLOW. TAMP FIRMLY �;[I IM KENTUCKY 31 FESCUE 128 LBS � USE CHECK SLOTS AS REQUIRED. AVOID 4" �' GENERAL SLOPES MAY 1 THRU AUG 15 FOXTAIL MILLET JOINING MATERIAL IN THE CENTER OF 3:1 OR LESS RED TOP GRASS 2 LBS AUG 16 THRU OCT ANNUAL RYE C THE DITCH IF AT ALL POSSIBLE. N - SEASONAL NURSE CROP 20 LBS v NOV THRU FEB 15 WINTER RYE TYPICAL EARTHEN S'T'RUC'T'URE LOW MAINTENANCE USE GROUND COVER PLANTINGS AND/OR VINES IN ACCORDANCE WITH SLOPES 2;:1 OR STEEPER TABLE 3.37 —C OF THE VESCH. v SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 3.36 -1 SOURCE: VDOT ROAD AND BRIDGE STANDARDS PLATE: 3.36 -2 Source_ V t. SWCC Plctte ;.I l 1 O NOTES Ci 1. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10 -20 -10 AT A RATE OF 1,000 POUNDS PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW N 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 o SUMMER. v 2 SLOPES SLOPES ERMANENTTSEEDING SRATESCIN MAY HAVE AN THE EC ANNUAL 2 LIER HYDROSEED TACKIFIER PLANTED ON EROS ONPROTECTION PRIOR TO GROUND COVER PLANTING. as c En DESIGNED BY: PROJECT: SET REV. NO. ' OP jDB STONEFIELD BLOCKS F & G -- ENGINEERS DRAWN BY: FINAL SITE PLAN 3 W � SURVEYORS REC ALBEMARLE COUNTY VA DRAWING NUMBER: o PLANNERS TITLE. DIHR BY: EROSION AND SEDIMENT CONTROL DETAILS C -31 i Lic, No. 11157 N ASSOCIATES HFW SHEET NUMBER: Lyjlcbburg, VA 24502 PO �04olottemoreSA22911l. WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: e "tire 4 Phone: 434.316.6080 Phone1e434984.2700 /�I�p1 LJ� AGE G+L1OtI/N 4�NAL www.wwassouates.net 213042.04 304204C_ENS-3.dwg C L 7 AS SHOWN 1117113 31 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. N/A C4 cz irs C4 8 C4 22 0 C4 E_; [ �i m 1�1 01 11V L_T__L___j J­­ g, L 011 A 1 ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL NOTES: Lt BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS Alf 4- AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO 0, SUPPORT THE OVERALL HEALTH OF THE PLANT. __j f 2 PLANT SCHEDULE SEE DRAWING NUMBER C-35. �,W (T 'J, 100 IT- cc� I' j IV (11 Ak"-'v 3 0, It 01 j _T_ -4- iv d y, A F) (2), �J J111 E�_ GT V's" Jv (1) L __j ­xii: . . . . . . . . . . . . . . . . . . j CC (2) —`VS (3) v C, i Y_` M, _G �T E�L 7__ _j 777-- :01 .......... B (3) ell, p F 11�7- MATCH LINE,, DWG NO. C-33 0 L -1 --- - - - - ----------- ------- TP (2) Q-0 Qp) Inv u PIL X:� wv L XCL (3) L--- ------------- . . .. .... ........ od, D ........................ . . . > X TP (3) 6 L XCL (3) g-11 TP (3) A, X XCL (3) L TP (3) J_ :X" XCL (3) -4-1 'g, TP (3) mmgga. mal m 0,111 E.� XCL (3) Xi N' 0 X m TP (3) \0 XCL (3) .......... "S V�) IFIN I r* �1 I I 1 11 fN* r LX If _-Z MATCH DWG 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11-15-13 H -�CL (3) 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE RU 2-6-14 3 LANDSCAPE MODIFICATOINS PER ARB COMMENTS RU 3-7-14 PROJECT. SET REV. NO. DESIGNED BY: JDB STONEFIELD BLOCKS F & G FINAL SITE PLAN 3 DRAWN BY. REG/ra ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: LANDSCAPE PLAN C-32 D1HR BY: HFIN SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: NO. SHEET REVISION BY DATE ---NO. H: 1`-30' V. NIA SHEET REVISION BY DATE W1, ENGINEERS SURVEYORS PLANNERS Lic. No, 12257 AsSOCIATES ti PO Box 4119 3040 Avemore Squue P1. Lynchburg, VA 24502 Chulottesville, VA 22911 ;P;010,0AL Phone: 434.316.6080 Phone: 434.984.2700 S�tOJVAL www.wwassociates.net (j P (1 �,P (2) AM IF TH1S DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 30' 1 0 m R_ 30' 0 30" r LX MATCH DWG � NO. C-33 - E H -�CL (3) PROJECT. SET REV. NO. DESIGNED BY: JDB STONEFIELD BLOCKS F & G FINAL SITE PLAN 3 DRAWN BY. REG/ra ALBEMARLE COUNTY, VA DRAWING NUMBER: TITLE: LANDSCAPE PLAN C-32 D1HR BY: HFIN SHEET NUMBER: WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: 213042.04 304204C-LS- l.dwg 1 CIVIL H: 1`-30' V. NIA 1117113 32 of 36 O� 3 'O N 1 i VI 0 N O c O a m cn 'v 0 0 N O V O U m O c 0 c W 0 N / v. 3 1 J U� tl� O O / C D 'CL m c'n 'o tt 0 C 0 R N W O U 22 m c O O c W N O M r N zi CL 4) O C14 C*4 as C4 72 NOTES: 1) THE -TOTAL LANDSCAPE SCHEDULE- INCLUDES BOTH PERMANENT LANDSCAPING AND LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK *Gw IS FULLY DEVELOPED. 2) 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. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "F* & *G": 909,790 TOTAL LANDSCAPE SCHEDULE FUTURE PAD SITES IN BLOCK *G'• -151,179 CALCULATIONS SOFT AREA OF PERMANENT DEVELOPMENT: X 758,611 10% SOFT PERCENT OF TREE COVER -REQUIRED: SOFT SPACING AREA OF TREE 'TOTAL CODE QTY BOTANICAL IFCOMMON NAMES Type SIZE ROOT I As IN SF. AREA IN SF. SOFT REQUIRED PARKING LOT LANDSCAPING: 26,235 PROPOSED PARKING LOT LANDSCAPING: 35,843 Shown PARKING LOT SHADE TREES: 368 11,776 SHADE TREES REQUIRED: 1 TREE PER 10 PARKING Shade Trees Bloodgood London Plane Tree PROVIDED SPACES: 669 PARKING SPACES / 10 = 66.9 PROPOSED PARKING LOT SHADE TREES: UNIT TOTAL AB 21 Acer buergeranum / Trident Maple Shade 7' B&B A.S. 125 2,625 AF 10 Acer ginnala'Flame'/ Flame Amur Maple Shade 7' B&B A.S. 206 2,060 AR 45 Acer rubrum 'Autumn Flame'/ Autumn Shade 21`2" B&B A.S. 177 7,965 Flame Red Maple PA 32 Platanus aced lb] i a 'Bloodgood'/ Bloodgood Shade 2 112"c B&B A.S. 368 11,776 I London Plane Tree GT 87 �Thomless Gleditsia triacanthos var. inermis 'Skyline' Shade 3 1 1Tc B&B A.S. 424 36,888 Honeylocust t QP 38 �Willow Quercus phellos 'QPSTA'/ Hightower Shade 21,'2 "c B&B A.S. 370 14,060 Oak UP 7 Ulmus parvifolia'Allee'l Allee Elm Shade 2 1/2"c B&B A.S, 366 2,562 Ornamental (Flowering) Trees UNIT TOTAL AG 32 Arnelanchier grandifloraAutumn Brillance'l Ornamental 81 B&B A.S. 1!30 4,160 Autumn Brilliance Serviceberry AP 5 Acer griseum I Paperbark Maple Ornamental a, B&B I A.S. 88 440 CC 26 Cercis canadensis I Eastern Redbud Ornamental 7' B&B A.S. 124 3,2124 MS 4 Magnolia soulangiana / Saucer Magnolia Ornamental a, B&B A.S. 145 580 Evergreens Trees UNIT TOTAL 10 22 Ilex opaca / American Holly Evergreen 6-8' B&B A.S. 56 1,232 JV 26 Juniperus virginiana / Eastern Red Cedar Evergreen 10, B&B A.S. 16 416 PB 22 Picea shies / Norway Spruce Evergreen 10, B&B A.S. 41 902 XCL 39 X Cupressocyparis leylandii / Leyland Evergreen 6' B&B A.S. 26 1,014 Cypress I 1 I I TP 41 Thuja plicata & evs. I Giant Arborvitae Evergreen 6' B&B A.S. 8 328 (Atro,virens, Green Giant) i 457 Total Trees Provided Total Tree Canopy Area Provided 90,232 Shrubs I Groundcover I Greenscreen 448 Total Trees Provided UNIT TOTAL EK 82 Euonymus kiautshovicus 'Manhatten'/ #5/30,, B&B A.S. 0 0 Manhatten Euonymus UNIT TOTAL EA 174 Euonymus alatus 'Compacta'/ Compact #5/30" B&B A.S. 0 0 Winged Euonymus IV 46 Illex verticillata 'Red Sprite' I Red Sprite #5130" B&B A.S. 41 1,886 Winterberry VD 67 Viburnum dentaturn Arrowwood Viburnum 51 B&B 2'1 A.S. 31 2,077 VS 64 Viburnum setigerum I Tea Viburnum 5. B&B A.S. 0 0 PAT 27 Polygonum aubertii I Silver Lace Vine #5 Cont. 36" 0 0 LIR 336 Liriope muscad 'Big Blue' Big Blue Liriope #1 Cont. 18" O.C. 0 0 POK 72 Pennisetum odentale'Kadey Rose'/ Karley #1 Cont. 24" O.C. 0 0 LIR 336 Rose Fountain Grass #1 Cont. 18" 0. C. 0 0 POK 72 rn Pennisetu orientate 'Karley Rose' / #1 Cont, Cont. 24" O,C. 0 0 796 Total Shrubs/ Groundcove r I Total Shrub Canopy Area Provided 3,963 Greenscreen Provided 720 Total Shrubs/ Groundcoverl Total Canopy A re a Provided 3,963 Greenscreen Provided 94,195 NOTES: 1) THE -TOTAL LANDSCAPE SCHEDULE- INCLUDES BOTH PERMANENT LANDSCAPING AND LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK *Gw IS FULLY DEVELOPED. 2) 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. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: TOTAL AREA OF BLOCKS "F* & *G": 909,790 SOFT FUTURE PAD SITES IN BLOCK *G'• -151,179 CALCULATIONS SOFT AREA OF PERMANENT DEVELOPMENT: X 758,611 10% SOFT PERCENT OF TREE COVER -REQUIRED: SOFT REQUIRED CANOPY COVER: 75,861 PROPOSED PERMANENT CANOPY: 93,025 SOFT PARKING LOT LANDSCAPING: Type SIZE IMPERVIOUS AREA OF ACCESS AISLES AND PARKING: X 524,687 59& SOFT PARKING LOT LANDSCAPING REQUIRED: SOFT REQUIRED PARKING LOT LANDSCAPING: 26,235 PROPOSED PARKING LOT LANDSCAPING: 35,843 SOFT PARKING LOT SHADE TREES: 368 11,776 SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES Bloodgood London Plane Tree PROVIDED SPACES: 669 PARKING SPACES / 10 = 66.9 PROPOSED PARKING LOT SHADE TREES: 120 TOTAL NOTES: 1) THE -PERMANENT LANDSCAPE SCHEDULE- INCLUDES ONLY PERMANENT LANDSCAPING. LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK "G" IS FULLY DEVELOPED IS NOT INCLUDED. 2) 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. 3) NO SPECIES OF TREES OR SHRUBS CONTRIBUTE MORE THAN 25% TO THE TOTAL COUNT. PERMANENT LANDSCAPE SCHEDULE CALCULATIONS CALCULATIONS CITY BOTANICAL / COMMON NAMES AREA OF TREE TOTAL SPACING AREA OF TREE TOTAL CODE CITY BOTANICAL I COMMON NAMES Type SIZE ROOT I As IN SF. AREA IN SF, Flame Red Maple PA Shown Platanus acedfolia'Sloodgood'I 368 11,776 Shade Trees Bloodgood London Plane Tree GT UNIT TOTAL AB 21 Acer buergeranum i Trident Maple Shade 7' B&B A.S. 125 2,625 AF 10 Acer ginnala'Flame'l Flame Amur Maple Shade 7' B&B A.S. 206 2,060 AR 45 Acer rubrum 'Autumn Flame'/ Autumn Shade 2 1/2"c B&B A.S. 177 7,965 Flame Red Maple PA 32 Platanus acerillblia 'Bloodgood/ Bloodgood Shade 21/2 "c B&B A.S. 368 11,776 London Plane Tree GT 87 Gleditsia triacanthos; var, inermis 'Skyline'/ Shade 3 112"c B&B A.S. 424 36,888 Fhomles s Honeylocust t QP 38 Quercus phellos 'QPSTA'l Hightower Shade 2 112"c B&B A.S. 370 14,060 Willow Oak UP 7 Ulmus parvilbliaAllee'/ Allee Elm Shade 21/2``c B&B A.S. 366 2,562 Ornamental (Flowering) Trees UNIT TOTAL AG 23 AmelanchiergrandifloraPutumn Brillance'l Ornamental 8. B&B A.S. 130 2,990 Autumn Brilliance Serviceberry AP 5 Acer griseum / Paperbark Maple Ornamental 8' B&B A.S. 88 440 CC 26 Cercis canadensis / Eastern Redbud Ornamental B&B A.S, 124 3,224 MS 4 Magnolia soulangiana / Saucer Magnolia Ornamental 8' B&B A.S. 145 580 Evergreens Tre e s UNIT TOTAL 10 22 Ilex opaca I American Holly Evergreen 6-8' B&B A.S. 56 1,232 JV 26 Juniperus virginiana I Eastern Red Cedar Evergreen 10, B&B A.S. 16 416 PB 22 Picea abies / Norway Spruce Evergreen 10, B&B A.S. 41 902 XCL 39 X Cupressocyparis leylandii / Leyland Evergreen 6' B&B A.S. 26 1,014 Cypress 1 TP 41 Thuja plicata & cvs. / Giant Arborvitae Evergreen 6 B&B A.S. 8 328 (Atrovirens, Green Giant) i 448 Total Trees Provided Total Tree Canopy Area Provided 89,062 Shrubs IF Groundcover / Greenscreen UNIT TOTAL EK 79 Euonymus kiautshovicus 'Manhatten' #5/30" B&B A.S. 0 0 Manhatten Euonymus EA 101 Euonymus alatus 'Compacta'/ Compact #5/301, B&B A.S, 0 0 Winged Euonymus IV 46 Illex verticillata 'Red Sprite' / Red Sprite #5130" B&B A.S. 41 1,886 Winterberry I VI) 67 Viburnum dentatum / ArTowwood Viburnum 51 B&B 2'/ A.S, 31 2,077 VS 64 Viburnum setigerum I Tea Viburnum 5' B&B A.S, 0 0 PAT 27 Polygonum aubertii I Silver Lace Vine #5 Cont. 36" 0 0 LIR 336 Liriope muscari 'Big Blue'/ Big Blue Lidope #1 Cont. 18" 0. C. 0 0 POK 72 rn Pennisetu orientate 'Karley Rose' / #1 Cont, Cont. 24" O,C. 0 0 Karley Rose Fountain Grass I 720 Total Shrubs/ Groundcoverl Total Shrub Canopy Area Provided 3,963 Greenscreen Provided Total Canopy Area Provided 93,025 NOTES: 1) THE -PERMANENT LANDSCAPE SCHEDULE- INCLUDES ONLY PERMANENT LANDSCAPING. LANDSCAPING THAT MAY BE REMOVED OR MOVED WHEN BLOCK "G" IS FULLY DEVELOPED IS NOT INCLUDED. 2) 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. 3) NO SPECIES OF TREES OR SHRUBS CONTRIBUTE MORE THAN 25% TO THE TOTAL COUNT. 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". PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS 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 VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE-EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING 7., PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP 8.. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT 9.. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT,- THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ENHANCED PEDESTRIAN CORRIDOR ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS PLANTING AREAS LEGEND PLANTING AREAS IN ENHANCED PEDESTRIAN CORRIDORS SEATING AREA (CONCRETE) iv 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11­15-13 DESIGNED BY. PROJECT: SET REV. NO. OP 6-14 - 2 JDB STONEFIELD BLOCKS F & G 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE RU Wiaw�- ENGINEERS DRAWN BY. FINAL SITE PLAN 3 3 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 3-13-14 IF THIS DRAWING IS A REDUCTION SURVEYORS REGIrd ALBEMARLE COUN7Y. VA DRAWING NUMBER:- GRAPHIC SCALE MUST BE USED LIC, No. . 122 57 SCALE: 1 30' on PLANNERS D1HR BY: TITLE. LANDSCAPE DETAILS C-35 ASSOCIATES HFIN IEEE-- PO Box 4119 304,0 Avemore Squaw P1. SHEET NUMBER: DISCIPLINE: Lynchburg, VA 24502 Owtottesville, VA 22911 [WWA NUMBER: FILE NAME. SCALE. DATE: Phone: 43437.6.w .w 434.984.2700 - 0, NA, L 30' 0 30 www.wwassociates.net 21 3042.04 304204C-LS-4.dwg CML H. 1 `_30 35 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I V.- NIA 1117113 PARKING LANDSCAPE SCHEDULE CALCULATIONS CODE CITY BOTANICAL / COMMON NAMES AREA OF TREE TOTAL IN SF. AREA IN SF. Shade Trees UNIT TOTAL AR 45 Acer rubrum 'Autumn Flame'/ Autumn 177 7,965 Flame Red Maple PA 32 Platanus acedfolia'Sloodgood'I 368 11,776 Bloodgood London Plane Tree GT 4 Gleditsia triacanthos var. inermis 424 1,696 'Skyline'/ Thornless Honeylocust QP 33 Quercus phellos 'QPSTA'/ Hightower 370 12,210 Willow Oak UP 6 Ulmus parAfolia'Allee'/ Allee Elm 366 2,1 120 Total Parking Trees Provided 35,843 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". PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS 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 VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE-EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING 7., PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP 8.. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT 9.. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING 10. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT,- THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. ENHANCED PEDESTRIAN CORRIDOR ENHANCED PEDESTRIAN CORRIDOR PLANTING AREAS PLANTING AREAS LEGEND PLANTING AREAS IN ENHANCED PEDESTRIAN CORRIDORS SEATING AREA (CONCRETE) iv 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11­15-13 DESIGNED BY. PROJECT: SET REV. NO. OP 6-14 - 2 JDB STONEFIELD BLOCKS F & G 2 LANDSCAPE MODIFICATIONS FOR ENTRANCE CHANGE RU Wiaw�- ENGINEERS DRAWN BY. FINAL SITE PLAN 3 3 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 3-13-14 IF THIS DRAWING IS A REDUCTION SURVEYORS REGIrd ALBEMARLE COUN7Y. VA DRAWING NUMBER:- GRAPHIC SCALE MUST BE USED LIC, No. . 122 57 SCALE: 1 30' on PLANNERS D1HR BY: TITLE. LANDSCAPE DETAILS C-35 ASSOCIATES HFIN IEEE-- PO Box 4119 304,0 Avemore Squaw P1. SHEET NUMBER: DISCIPLINE: Lynchburg, VA 24502 Owtottesville, VA 22911 [WWA NUMBER: FILE NAME. SCALE. DATE: Phone: 43437.6.w .w 434.984.2700 - 0, NA, L 30' 0 30 www.wwassociates.net 21 3042.04 304204C-LS-4.dwg CML H. 1 `_30 35 of 36 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE I V.- NIA 1117113 v� 3 v ui un J �I N 0 c v CL .,gym cn 'o ii 0 N 0 N 0 U v m c 0 as W V_ N z 1 SHADE TREE PLANTING SCAT F- NOT Tn lgrAI F U) w 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 G SOIL MIX LANTING IN LAWN, SEED / SOD OF MULCH RING GRADE NT PLANTING; kN FOR MATERIALS. ' SIDES AND BOTTOM OF IT TO 1" DEPTH. kMPED SOIL TO ROOT BALL 1RBED SOIL 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. TlfjI 3 EVERGREEN TREE PLANTING SCALE: NOT TO SCALE 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 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. NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. ;AL LEADER LAG, ONE PER WIRE JRN- BUCKLE (3 REQ'D) 18 OR 2" MAX. OF )VE FINISHED GRADE :CIFIED " MIN. DEPTH 1ULCH EDGE _, SEE SPECS. SUBBASE ES, CUT AND AP FROM TOP %LL SHRUB PLANTING Cf%AI V. d1AT TA C-/%A1 c FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE 3 OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL 1 LANDSCAPE MODIFICATIONS PER ARB COMMENTS RU 11- -15 -13 VIER Q� _ DESIGNED BY: PROJECT: SET REV. N0. „ DDB STONEFIELD BLOCKS F & G 3 ENGINEERS DRAW FINAL SITE PLAN SURVEYORS REGIra ALBEMARLE COUNTY VA DRAWING NUMBER: PLANNERS TITLE: L; p';,; DIHR BY: LANDSCAPE DETAILS C -36 � + ASSOCIATES HFW ;p PO Box 4119 3040 Avemoie Square Pl. 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XB o.o 00 a.o o.o 0.0 - o o.o 'o.o a.o o.o o.o o.o FIBERGLASS LIGHT POLE - P,P1,P2 4 0OW PSMH XA1, XA3 40OW PSMH FLAT LENS P, P1, P2 20' -0" XA1, XA3 20' -0" /---#12 #12 GROUND WIRE TO JUNCTION & �INNLINE FUSES 70 FIXTURES HAND HOLE /COVER III POLExx 'Hx /xx,xx " 3' -s" IIII III 2' -s• TOTAL °vUl.nP IIII JOINT 1 -1/:2" BELOW TOP OF Bl Hill CONCRETE BASE :`'° • . IIII •.: �. HEAVY DUTY CONCRETE PULL BOX. :IIII .+ ' 2' -6" REFER SPEC 16050 FOR PULL BOX 1111 ',:4 - FINISH GRADE 5/8 "4+ & 10' COPPERWELD GROUND ROD ELECTRICAL CONDUIT FOR - GROUNDING CONDUCTOR ALUMINUM TUBE EMBEDDED IN CONCRETE BASE • �; IIII �. • •, :•..- IIII •.'* �: • IIII •, ` -' "• • IIII ' '' 36" MINIMUM ' e : •' ELECTRICAL CONDUIT(S). :. •� QUANTITY AS (REQUIRED 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 w 5� J.8� J.�3� 4 -7� J.9� �-6� i m • • • • •sue � I/� i • r 'o a- .o .0___ SITE LIGHTING PLAN SCALE: i" = 60' -0" PLAN NOTES O1 PROVIDE 6" EXTERNAL HOUSE SIDE SHIELD ON THE SIDE OF FIXTURE CLOSEST TO THE PROPERTY LINE. ADDITIONAL NOTES 1. ALL P, XA AND XB FIXTURES SHALL HAVE BRONZE FINISH. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT -OFF LUMINAIRE. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICT'S SHALL NOT EXCEED ONE -HALF FOOTCANDLE. 3. AUTOMATIC DEVICES SHALL BE USED TO EXTINGUISH EXTERIOR BUILDING ILLUMINATION BETWEEN 11:00PM AND DAWN. BUIILDING LIGHTING SHALL NOT BE MODIFIED TO REFLECT SEASONAL COLORS. 4. ALL CALCULATIONS HAVE BEEN RUN AT INITIAL ILLUMINANCE (LIGHT LOSS FACTOR OF 1.0) 0 n n n FUEL FACILITY - LED (GA & GF) NO SCALE J TYPICAL WALL PACK DETAIL (IV) SCALE: NrS FIXTURE DESCRIPTION 'TYPE DESCRIPTION QUANTITY OCOOPER GALLERIA GSM -40OW- PSMH -AS -FLAT LENS, TYPE 5 14 POLES DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 2 FIXTURES PER POLE. COOPER GALLERIA GSM 40OW-PSMH -3V- FLAT LENS, TYPE 3 12 POLES P1 DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. P2 COOPER GALLERIA GSM -40OW- PSMH -AS -FLAT LENS, TYPE 5 38 POLES DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 1 FIXTURE PER POLE. COOPER GALLERIA GSM-40OW- PSMH-AS- FLAT LENS, TYPE 5 2 POLES DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. 2 FIXTURES PER POLE. GALLERIA GSM 40OW- PSMH -3V -FLAT LENS, TYPE 3 2 POLES ®COOPER DISTRIBUTION. FIBERGLASS POLE 20' ABOVE GRADE, WITH 2' -6" BASE. BRONZE FINISH. SELUX DISCERA DSC6- R3- H100T6, TYPE 3 DISTRIBUTION. 12' 39 POLES XB ALUMINUM POLE. BRONZE FINISH. OLITH DSXW2 LED 50K 1000 T2M, 109W LED, 20' MOUNTING HEIGHT 35 BRONZE FINISH. GA 155W LED, RECESSED SYMETRIC DOWN LIGHT, 14' MOUNTING HEIGHT 5 BRONZE FINISH. GF 155W LED, RECESSED ASYMETRIC DOWN LIGHT, 14' MOUNTING HEIGHT 16 BRONZE FINISH. 0 0 N' r EDM r Iun I-'s, :24 40 0 Z r� W 0 4 Z vi FIXTURE W ll D—Series Size 2 ) 30 1000 50K T2M "luInbe r MYOLT ODEI xp LED Wall Luminaire Lampholder Note$ Beam angle y blue 1270157000 :: 'lfff 6ESl6MtlSITS � � 1`g" eftin + g 1270158000 green CO -180 C90 -270 CUNS±SArI':JM :facts TEXT. BLACK 70W CERAMIC MH DIE 70W CERAMIC MH DIE 7OW CERAMIC MH DIE Fb(7S Rx7S Rx7S Introduction dSlseries The D- Series Wall luminaire is a stylish, fully NWB.9.L5- B.EW- O -C- &00 integrated LED solution for building -mount Specifications applications. it features a sleek, modern design Luminaire Back Box (BBW) and is carefully engineered to provide long-lasting, T Ens V4fd 1 8 1 d Wtight: � i bs W id#R 5 1/2 r 110 eriefgy- @ff #CEeC1t iiglltlS"ig with S Va3CtGty of aptlCc31 41 .i \ it Rc 1 � a and control) options for customized performance. t 1.112 ^, Depth., Depth: , r> With an ex eGted service life of over � years of Haight- g„ nighttime use and Lip to 76% in energy savings F , VA" NP, p over comparable 40OOW metal halide luminaires,. �'- 1 f:7'... _p.m •.fit dPlit'{ :. ros,r #lut t1 E hl the D $ srola,t solution that reodulcesos sites that HrratlCe lighting pr f IBpI V�� 11ir,aogh "o b -3Yat e tG lor;ve rir , r.. ,ohrrt'.7 M1U.ulat ?.1 €:'v ae5 3,YJV4 *. :(ttr rsd5C< 4''fltdlri +,."r,altGe, :Fhe exceptionally illuminated. — W— e e EXAMPLE: DSXW2 LED 30C 700 40K T3M MVOLT DDBTXD ii±$�Nt2lEDi rJiC ii.dej ":f N 5 Y Y,5L i1'I$tl,) -ii F.�if 11A ..: !t utt+ (i.f tt } 41' tl 1 J o, 5t3r1 i1 Cip!(IC,L':f}JM1 fnr gtaiek ahtf eas, mstaliatsnn ts,min�;ec, chase sld:ret crafka #•e+ way .ra � zlwcbris lCr t}ae F#NISH inn r:,ng3 rat4et la r. pines) n resiztar,t s,crev Exte, for psm are. piot,,aerj t y^ a z n hosed Sup*, Crorable rGC; therrilrQw. pztw>o'er coat fi'Atr LISTINGS °not iorrvides wmnrxr• r' 1` :fCar;re to r<oro5len and wt6"ierng A ugmOy t0ntro)rW mr b -stage < t7. .0 r , i. ..1 =lr:i an, CIA 1, t,.. nd to U. "a: a;.rd a a d -an st:,rdnrds. for Lt`C '­­m _ ' . _. :.. . r b that ... a. }'A'Cr $.S o -surtiu a reurvMUM 3 mi% t ^.t'cnfa a,ae a i•n>sn .hbr oar, ,v,thstand axarma c.fma,� ,.,u,ed .xfr aFransla� u Ivim;t S. aI M„g ne i e l oxz A,.a sable .n E �Petr d anet nrs z,=,.4a,reri r n,:fess. WARRANTY OPTICS DSXW2Jo LEDs 125 ,wrl Shit MVl1LT' Shippeditlduded 7pe Bed Slipped installed DDBkD Belkbrlrue 20{ T2,M p It "red,un 120' t "Y *nt'I ltiyr t:$ i.riY 5f ` n;t fJ[Fl DBLXD Black, T35 t: lfl h:,,: 208, un[,eT ;yrA 4 '' Dt3AXD hd,ti,,l 3q{ 3#cJS T3hi r.t,l?vts^.'u3a, 246' Sw.ktl , G eli t. oci, r : ' of a <mitk^tu4r Iristrl =n ,.� I 77 fl +?? I yy # t t' ,fb z�C7 t 1, ,7 I M TFTh fandihrct , 347' Si ippedseparateyQMG 0-100J lydtrar H5 -kaurse ,lde D55XD - ap&,oe D r•" ve cur res t Medium 484 8BW Surface- inn, "irmist , " DDBTXD ' T ext ddik 350 'tnA real tN1 OCR c7rmrtal� aid mn- bmrzTz 530 5N rrA jeck W1, q nla0l YiA00"' Shipped separately DBLBXD futuled back roe 70L•1rA a,1 tc:u1 h .notr -0i; BSW B�IrI -d r?lern DNATXO crtul2d natural E 1000 (taL,',y ,`7, rr I sell;;) PIRFI 3R0 �ub5 -0.unsar, Ki, Unl W6 5 t lam` OWHGXD of f(11 r =Ifs {alartemperature 3 VG 3„ , at d' DS,TX4 el ,i ea 30h, K { tI,P 44n0VK ,f l j 1 SOK NOES Acce,Ss � tal- ; v [t 6k r: 5*e€ lit, 2011, 240. Zit auGors orT} vFen oroerleg verb fusing t >r CtF .yi[vt of pho:acitatru! 1F'E aRZiur6. U+dr.;pet.a aar;rmr :771, Araifable tJli}' Jt a`cL';7LX7n <rki �"�'i197lS +x } ,chsxFl4 =4 i.Cw ,ix' 2�t; }. A &s�akxlt.>tix at d159r%ats,ik a4�H9,w "Y Sea nC0.ea?c ✓Wi .'14i1x3}pP3a. �t1AN t�x+.Jf ii RMFtttr11..,�7. t,alstwxAjl..sa, fe) 4 r u tsrax,a' r] }. ,.1. a.tu.0 9,., _,JS, 2Au ''/7 vu:,,age rratto,rt Rth2TVNMI ti Y713f ^'ingfs t2'7M}` 5 5peofm d ROAM 'Fl, ena,a eG Vm mire ymn , l Ktl r,,rrm n9 cupabii'T3', PER 4otion fego. r*d, Not 5[' €€ 5f,H+.>nq sap, V- 7 a 2 d it Y., 9{ a�o�, A Aii oPa larC a au i8%JIf34 f@ U!?Xa fJt RQ?�t6'}w -. r�i? AFt4r itUF6 b.. Y t I c pu rha,>Geti �1 z.rat�`y G.vl3 iXJ 42 c 4 � n a L.alasi'4r ems rrb n,r (fx . J) kart } ;"a.lt. rckl 9M1C r:l E. 4.,. LC 1 a fib ""5 F.. Sp+*sn,rs the , - ..,,'F . • ,.:>>~ s +t. nl, ve art ­., .: t . ,, rvr otaha Nrr, rJ d,,c MWflSWU Pad detn.rc =pike 3tatri.IdYi'i. rK.:).rizvrc Jt 117fS�utl3 iY[h'tlke. SartyJe 1�x iSFI ryw *es 1�.1)T xt S4F vs,itage vpt5>JS,, fir. ,i;le lusr {L3F) relydi.res 1{Y3. 24t1 or.4ni1 v:,itWZ'Pvt3 Yarvda3gaaia accr v,>Igaye ti:4::a1:,. -„My 2 #14�&I'Q4 b.aalma,rer Ira apec,fiau xrh r''E.9 c7tYSUC:.. CtiRdotad ar ahipp+ad ar b sepu +eta Pee Rem. COW2DOW Sark M% awl Isamu t,pealgttr?w �r�, `�td.~ J t i t1u,-: way * C of v e , : c^ e a is 3T. iZ tlmJ e cw .7 j 9_.. 041 F..x ii '1.91 10 r e x , rr:J;? ?013, A.;e ty 5,4,1.3., ily,tr:ag,. ir.r Ats+t{I1tX BUILDING SIGN LIGHTS raaa•� �,N.�� er azs'� Niahtvisinn 7n w_ wall washer- with mountina bracket Part number Color Lamp Lampholder Weight Beam angle y blue 1270157000 red 1270158000 green CO -180 C90 -270 NWB- 9 -L5-B. 78.0 -C- &00 TEXT. BLACK 70W CERAMIC MH DIE 70W CERAMIC MH DIE 7OW CERAMIC MH DIE Fb(7S Rx7S Rx7S 9.251bs 9.25lbs 9.2511 10° 102° - NWB.9.L5- B.EW- O -C- &00 EURO WHITE NW13.9- L5- 8- 10- 0.0 -S00 MATTE SILVER Niahtvisinn 15n W_ wall washer- with mountina bracket Part number Color Lamp Lampholder Weight Beam angle y blue 1270157000 red 1270158000 green C0 -180 C90 -270 NWB- 9•U1- B- 7 &0-S-S00 NWB- 9- U1- B-EW- 0-S-S-00 TExT BLACK EURO WHITE 15OW CERAMIC MH DIE 1SOW CERAMIC MH DIE 150W CERAMIC MH D/E Rx7S Rx7S Rx73 8.75lbs 8.75lbs 8.75lbs 10° 102° NWB- 9- u1- B- 10.0.SS00 MATTE SILVER THE 15OW VERSION USES A REMOTE MAGNETIC 120/277V BALLAST NOTE: The first "S" is for 150W. The ballast for the NM and h" can be mounted up to 50' away from the fixture. The ballast for the ffiff and NYA Can be mounted up to 10' feet away only. Remote ballast is' F" can ballast with junction box Accessories Part number Color 1270151000 yellow 127 0 153 000 blue 1270157000 red 1270158000 green Color filter, internally fitted Nightvision NVB wall washer with mounting bracket die cast low copper alloy aluminum body CSA listed wet label IP65 powder polyester finish tempered glass lens high purity aluminum reflector integral electronic ballast for 70W remote magnetic ballast for 150W stainless steel hardware can be mounted with bracket feet in or out supplied with 4 feet SCOW cord L�a.as� T Lumen Output Lumen Ambient Temperature (LAT) Multipliers 3 a thaw fac_ots to determine ralatrve lumen output for aver e ambient ter aturzs Lamenvalues are SSrnphot meter, teat rer#um>ed'nactordaaca ivrthlFSNA.LM 7408, tYata is considered%n be rs�*lesentalive s '� >�..... of tfie ..apligtiratlors sbo r, in d,e tolalac ces afloarad h3' L gh"r, Fasts At,pa d�marta mar, +#ffel as a rest6t cf end- from G S0 °C' i32 1E14 °Fj, MW environment and applitation. Contact factory for performance data on wy ccn guratlons not shown hare. SN i 20(53Q --K 136W , T - -k 471 24f J0 I Inuo) : 1 i OC fi000 k i 7 3µ,, I I , : 530 i{N'. 53P K 54W I l' 30C i Ttkt I sttiTOti_X � T1W .T35 5da1 t I 0 �"`f gj ( 1nt ss:v I a 9z I10 .f €Us; 1 14M 6440 1 p t ! 91 s T25 9591 2 72M A4r;2' ­ 2 0 3 1 78 Electrical Load 2 —�°y.- 0 2-1.1-1— : 104 150 S 25VV 0.23 0.13 0.12 030 .. �2:- } 0 3 .'..g$..- S34 34W ( kid 014 0,17 014 2CK 77—t— 2 '34 ,y, .W I 0.44 035 022 0.19: 2 d, '1040 33 Vi 0 (r8 0,19 014 0­19 i. . 0 1 94 .159 16W 033 0t9 11P O.IA. ,. -1,,,�i n 39 510 54W 050 0, Zq :025 0,22 0 700 71W 069 0. s8 Oil 028 O +' "s #.q5 t T 0 2 1 w so a 00 ! t .135 553 Y 9381 2 t 2 0 2 lli30C 1000 -.X 309W 1341 sits 2 0 3 E4 : 9sy1 2:i 0 i ac a F cox ' l0 t.. so r .101 _ TBfM 2 0 'i 2 n a39a a 2 20 C WT 100 4 0 1 101 ,_- 251 77"T 100 1 0 t 1,1y 30 °C Sti °r 1.00 1 4 7 .106 a0 °C 104'F 0.98 fx 071 f[ • DSXW2. o 7 Projected LED Lumen Maintenance 1. p. _ 1 H'. 107 Data refsrancin the extr3perlatad perform iota pr*cbom ter the DSxtAf2 LED 30C 1004 1 I! 0 2 9g plaform in a 2S'C ambient, based an tQC00 haurx a# tE0 test »g itasEe.i par I ESNA LM- 11 0 1 i#Idi' >3t1 -f ]$and,- xaj €etadc>Qr1pSNkiPN.'zt ti. .gym 0 i 101 - 0 2 Ent •-- � T rake ".rte F se itroe Jam*:at mxtnt rcr. +nett fac•vr d tt rs;are Ws fcihv Au -.,n:d c: mlat!r K� of operannrl h0ut1 Odrrnw rat atner rumen tra nrenankawxiue car attldiCn+1 1 ; 0 2 10i 1 99 ._.._ -17 n 2 86 —L T 3T E 4 t 1 0_ . } i4 .i \ it Rc 1 � a „ ,S, f FNr tMAl n 4 X 1 E 0 d i rat Electrical Load 2 —�°y.- 0 2-1.1-1— : 104 150 S 25VV 0.23 0.13 0.12 030 .. �2:- } 0 3 .'..g$..- S34 34W ( kid 014 0,17 014 2CK 77—t— 2 '34 ,y, .W I 0.44 035 022 0.19: 2 d, '1040 33 Vi 0 (r8 0,19 014 0­19 i. . 0 1 94 .159 16W 033 0t9 11P O.IA. ,. -1,,,�i n 39 510 54W 050 0, Zq :025 0,22 0 700 71W 069 0. s8 Oil 028 O +' "s #.q5 t T 0 2 1 w so a 00 ! t .135 553 Y 9381 2 t 2 0 2 lli30C 1000 -.X 309W 1341 sits 2 0 3 E4 : 9sy1 2:i 0 i -3 1. 0.58 Q. 0 4 oaa at .:... .. ..:... ...._.... ......... 86 &7 T4M 9611 1' 0 2 n :4401 2 0 2' 86 TBfM 2 0 'i 2 n a39a a 2 a6 °' ' .:� ♦ To see cone fete, photiorrienirc reports or clovyntoatl..Fes #Iles for this product, , wish Lilhvnra Li h1{n `@ Y,o :,a ,..iP. 6of- x,+. ea. ri. r., ut, as sia•. G% W ,421 LTD!P,"ltftk'X4I"W:C.rtstPr ,g, ar. ,a ia,m,., rir ..:arts ,Jrrsli,k Q2 } 4l5trt.•„t•2at hatJ {, 5 0 r 3♦ t Y d t) S LE �D 3 P t i F k LEGEND i fx 071 f[ • DSXW2. +a,,.r...._. - a �a TWF2, .__ .......... .4... m � � -, o.sff a , �` � ' o � , u '"^^y,.w,y�a... ,o, .:.; .� -mow., ;,.'`t- „•w...M•..'F r i 77 4 a .T iilab,,•/ ii.Y ,584v >f 11 ?x7 a s „ ,S, f FNr tMAl n 4 X FEATURES & SPECIFICATIONS 1NTENDED,USE. aktY.Y]K t7fP riiist ...RI}a,rf RK1 ^5 rr,iti, 4” E , x ,)x:r ltr7!5s. Tr,> et iy .o inns z r ,g 14e ane3 / nt, .o -0 cfesiagn oft [r, 1461 Sin 2 Wko it ,hr. —xi ctroee for tttl rltt -:c3- mnv+'•kaci db• >r ay and parfw v + +,urnrra, r: Jor ,sxar4y any {w,.,Nti ELECTRICAL L qht J q ­(,r il t C F 10 #i of efr: "`any LED`s' mc,ont.d to a —t. -co ,o b r1 l, Ci?NSTRtlG"t1t)N , iaz.m yae boat yssctpat «,, s,vi p :ere.c7tw.'wx -g t•ir fUa2, l tka?,:XA.. h', at ra °(>T. I lss , ,, ... .. -.. _ T ,, r :.° - , m to •n9` .,'.,I4i -'t =. a .' fir+s ltt vlRi s'i. ,:nern?.11 n'r„"tn . ° (+R'.Pn.: F wa I^5P 1F -., +. u?f aiVe"rrFP 7. CW 3hr . B'1 {a t3.. I>+k CFs l� 1 -. r r6 .. red . Sorg' dri•NaiS it Ivia a vwrler ia.,.lr =' ✓Rf. THD a.'"{ fh .]rvd .i{i eF :a,.,tJrY 1113 ?f 100.0() j hp.,lr5.. ,�W[r3i I F . 11ir,aogh "o b -3Yat e tG lor;ve rir , r.. ,ohrrt'.7 M1U.ulat ?.1 €:'v ae5 3,YJV4 *. :(ttr rsd5C< 4''fltdlri +,."r,altGe, :Fhe .irouea oti:davd4t, nu e{k$ a r,tt13rm,;i47't t.eieu J, f::1.Mw gper AN!S 4f.t il C62,41 Z) LED d+rrr i8 rno lmlert to the 6001 to theirmaly isainta 0, from th'! lu1 i en+gin<r. f0f k-m, ape =;lung L @mG+erdL�ra a<v� t�ritj E,fm. 1^fJ,.r Irt.] ,t CbzhFi'kik #f .a %.,+u +:: 43shvt ,X,_#'ntVi+i fir, ^. aeflwif v�ilYUM.ax INSTALLATION rJiC ii.dej ":f N 5 Y Y,5L i1'I$tl,) -ii F.�if 11A ..: !t utt+ (i.f tt } 41' tl 1 J o, 5t3r1 i1 Cip!(IC,L':f}JM1 fnr gtaiek ahtf eas, mstaliatsnn ts,min�;ec, chase sld:ret crafka #•e+ way .ra � zlwcbris lCr t}ae F#NISH inn r:,ng3 rat4et la r. pines) n resiztar,t s,crev Exte, for psm are. piot,,aerj t y^ a z n hosed Sup*, Crorable rGC; therrilrQw. pztw>o'er coat fi'Atr LISTINGS °not iorrvides wmnrxr• r' 1` :fCar;re to r<oro5len and wt6"ierng A ugmOy t0ntro)rW mr b -stage < t7. .0 r , i. ..1 =lr:i an, CIA 1, t,.. nd to U. "a: a;.rd a a d -an st:,rdnrds. for Lt`C '­­m _ ' . _. :.. . r b that ... a. }'A'Cr $.S o -surtiu a reurvMUM 3 mi% t ^.t'cnfa a,ae a i•n>sn .hbr oar, ,v,thstand axarma c.fma,� ,.,u,ed .xfr aFransla� u Ivim;t S. aI M„g ne i e l oxz A,.a sable .n E �Petr d anet nrs z,=,.4a,reri r n,:fess. WARRANTY OPTICS F a ye., ii- t- i","mm Fitt oY2.rFa v t.­ ia:,.atea at e, • "I':'.,. .. �f e=Kt`FV3fl m:'S1"13,i1 i of" etwy ill 1t ri <e Provide Yr•UlC[j114 if" <:'AO#Y15.f 11 �'Yi €3Sfl }l3r:k tdl Ylyd+.f ^' k,�F . i .t tit?`. „ <t: f ?P, . sf;uC! ally t9 tv4''if,J,ri YY.UDl14LCf aFpEN,.dil -2si'x L t r„r1u. Y4R5 dri a4nlld r +II 1t1 k. {13Y}; -igri ' lY Not*; tii„',eCi 3a,GI,..:tub ec: io £,#langl without roluce. [c8 PFg/Sp .it' l,�VPf e Conyers, Gj?r fiA 31j,1.0 raY R,7,t. .40, S,. r . :,. r + ,.. ,:.; .,.. . =_- Ca X'vi ?-.LED 01012- 413A Ay fie,ard. Llahcwg, Ire A4,nyhYt'ra }arc +a 9ns.: 314s 3 * LIGHT TO BE POINTED DOWN (NOT UP) AND THE FIXTURE IS TO BE MOUNTED IN THE HORIZONTAL POSITION. Nighttime Friendly ( Lithonia Lighting Page t of I •�+wtce+oa .•.n F+°irxu Home Company Product Data 'Training Distfzbmtai's Sales Suretainabdity Contact YrT c)NIA s"mo V}Di L nAFE" 7Y . ANC) SE Ct,iRVI -'t' IN GC;Wf'v 1. #f 1TY WITH' 3t16f_lTT1hrIE FRNI _ND.:Y-" G L A S f.3 i IF lC,A y..t0N,' lIVEc",JD1,Y hicreased emphaais on rantroifing stray fight in outdoor appt[Cahons 15 Sending sc arch f n"i hiln : fn6fs With fa l nuloff firminairHs t18Ri t1PtS Hrifi nRPn,•['t1tln113Ht,',T, .. , n h g 0 r3 equipped With tpW !„ztt9n s uo trC v ti(zt# s st. r r a ! tthan x ghtt r 1 con hLi P y ou put . thee, rfght amount of ill In the nit place. UlbrinitA Lighting uws N t t Friendly o , dQ if y s 4u tr Y Y r rduce r � aU vu ' urnpacts on H1 nighttime ms ?rv,efin eft P a rts s r s #a s lat With the NiI htfirne Friendly r G1e sour no tpg 1t,.m55t tlx f:aNk d� f,n,ltbn foe fui cutoff optics and sad k 5 high fit ylc brightness Tfmse to ezawl" of lurl,ji aim kt'Mrfiurrtaacl,a+0 are f ta"sistivot with salsta natArtp s#,atldards for fight rJoltuW11 xredtxlio~ AREA 'WAt"i. MouttTeD r „t3TOFF TRF.Si ASS: ISSUeTS. 'IREF"?6 ENCESc C klM1fYNAr1i,F1S Ct,A££.SaFYCA1'1t71YSr 4t w 9rond>w d ,cNfrrter 9®rvlre lill> xl Mn A nFI t k Ix I' ahrh n gr At N9.u. t Pa t Lar n s Ctru lrr *ta rk r to Light c thi r +H n bn G,�r lf s ;t etts Yt 3huaj xa k:t,,un0 hrlu ROAM Ser Swltel • 5u w,rtes -+ Sy,rery 5rte re­* Priv,uy ncirry h?MSetl . wlrte'+n , pnr,ay Ca Zr 3 Aduhy Brands U901109, Jet, An ra0nts reserved. http://www.lithoiiia.com/micro m/micro webs /nighttimefi-iendly/ S(% 10/7/2013 ■ ■ r O CV CM r M UJ W a /O V/ irr1� i 1 F- m z Ls 7 O CL C3 `'/ r W v � ( s CSI V A� W �r O N a 1 a a N w 4. r �a SHEET NO. LTm2AI LIGHT OUTPUT CRS THERMAL CONTROL - Sansor reduces drive curfenf when dInbient temperatuies exceeds fated Ss - Super Saver 00 - Rio 041[pla temperature, A-1 LEOS -Choosefrom t1hree array choices, 64, 84 and 128 which brightness 64 -54 LEDs, 5300'K color temperature. 70 CPI (nominal), 135$G 155 DRIVE CURRENT - Surw�r Saver ($S) - nnost ijroftomicak and highest lumens pe wattor High Project Name Output (HO) - highest cautpa per initial dollar. 13198 1 155 Avail rur at c OPTICS DISTRIBUTION able vMh (SC), Standord Canopy at IAG) kyi I n 'Cuflopy CFKS & CFKL Accessories Alto For Use dl to anon on Canopies with Dry Plenums Only. OPTICAL U44T - Featuring an ulta-sirin l' profile, llousiuq is duu-lunutd aluminuin wit b a dear 84 tefliptiied �qass lt�fis, Ui 0 is wdtef�lt*l i ottittdio dii IP67 tafirig, Paw�i6d lideqndl silq told It, s , le ....... .. blade beat sink does not trap dirk and grime, ensuring cool running performance cver the life of I . tire fixture. LL - Less Lamp hting funts, THE INDUSTRT'S ONLY BREATHABLE SEAL - Luminalre assembN incorporates a pressure tfii34 145 stabilizing vent lartrdther to prevent sea] fatigue and failwe. usr "'r, DRIVER • State-of-the-art driver technology proOdes exoql ent system efficiency, control and 1Ratts protectioft. LS] driver components are fully ericalsed iii patting tot, IP65 moisture resistance Le e sr W Gamplies with IEC and FGG Standards. xv:X:::iiVXX XV: DRIVER HOUSING - Wet tocation rated dri-yer/electrical encimuro is elevated abvve canopy deck to tr �: 'i � Ai�rllan =ter�aRtvl�r' colt FIf�1SH - Standard colcri is $7tlitr: Fkilslred uaitli LS(`s IJurat�rl(t� polyester povvder cast prt3�ss, M61V - Metallit S11tver UuraGri wi listrids extreme weather changes without cracking or peeling, Light cftor OPERATING TEMPERATURE - -40'C to +50'C (409F to + 12211F) s. ELECTRICAL - Univeml voltage power sujppl ,120 -27.7 VAG, 50160 Az input, Two-stage surge - ---- - ------ i: protection (including separate surge protectilzip built into electronic driver) meets IEEE 062.41.2- - - 2002, Scenario I. Location Category C: I OKV, "XI XQxMi totitoll. ;' INSTALLATION - installs in a 173'(..tr 16" dirk pan Deck penetration consist of 5 drilled, holes X: xi: Yep i: X simptflyno installation and water sealing, Unit is designed to retrom into existing Scot, dale ,4 hole its well as openings, lot EipxinP and Etiuov# T%t Access and to tecionnect wifing from the SCIECTA without having to relocate Conduit. Retrofit panels are available for existing, LSJ can, lay &tt a bill of lrlatedaitifar your pjrtic* apphsabori, Copsult factory koftdales and Encore (see back page) as wall as trils-, for tecessed and 2x2 inslathfions, (see separate Spec sheetst. ACCFssaRy niinl;Riur; INFORMATICIN IlAnnessorw,,q fictirl Installed) Fixtui e may also be used to Double De Qk iffstallaliculs III I I netal callopies, in retrofit of Bare i toristrzfical, This requires the tze of Crossover I'lainge gits (CM /s), nari kit mounting Desimiption requires cutting a square hole between canopy ribs and attaching via framing members or Dandelion suspending from structure DtttarNOM SHIPPING WEIGHT - %B4 lbs 128 =13.6 lbs, 1107117Ckq r EXPECTED LIFE - Vinimum 60,000 hours to 101 hours deperding upon the arriblent temperature of the installation location. See LSI web site for s*ift guidance, LIGHT OUTPUT CRS Please consult factory [or your specific requirornentill. Ss - Super Saver 00 - Rio 041[pla c@ us RoHs # of LEDs I Lorneris Wallis Lumens i Wafts 'ksidififion Cps SC LED 64 -54 8202 I 75 135$G 155 CRS AC LEG Project Name 7925 75 13198 1 155 ORS SC LED 84 10747 n 97 14570 l 147 JGli _AG tf Q 84 18367J 97 13959 cFKS Flame k Small frall 5015132 AWQ61: W ovvel 1`041 6i lk I to I Nitta) LL - Less Lamp CRSACLEUt 1728 tfii34 145 1931 189 WARRANTY - Lirmled 5-(rear wairafity, LISTING - ETL and UL 'listed to ULI 598, UILF750 and other US, and Internatoml safety standards. of nfahtlr to, r wet Incathrinq PHOTOMETRIC$- Applivatioit layouts ate available upon fequ�,st, Guffla6l LSI Petrolduln Lighting or Ibis nrodlinct at selected versions off this product moot tho idandarills flellatt holow FUEL FACILITY SIGIN LIGHTS HOUSING - Each Wide Fascia housing 2, 4, 5. 6, and 8 feet, For lengths is Constructed of die-lormed, heavy- exceeding 8 feel, a combination of gauge aluminum. fixtures is used so that proper ballast SOCKETS - Heavy-duty outdoor socket placement is achieved. The system is features a compression spring to designed for minimum ballast usage, Pristure proper lamp rootart and maximum cost-effectiveness- LIGHT SOURCES - Fixtures are designed FINISH- Wide Fascia is finished with to operate with an 800 Milliampere LSI's DuraGrie, polyester - powder (FIG) fluorescent lamp, coat finishing process. The DoraG rip polyester finish withstands extreme REFLECTORS - Die-formed, faceled, weather changes without cracking or speculal finish alloulinulIf willifnizes peeling, and is guaranteed for five trill shadows between fixtures while evenly years. Standard finish colors available illuminating up to a 48” wide fascia. art, bi anze, black, platinum plus, satin BALLASTS - HO (800 Milliampere) varde green, white, metallic silver, and ballasts are hicill-power factor rated graphite. ctasas fan FlAme End covet flallf for starting at -20' F. All ballasts are PROTOMETRICS - Please visit ourvitieb a V21 type "Pthermally protected. 120 site at www.1si-Jindustries. coin for volt standard. Consult factory for detailed photometric data, 141ahility of rither voltaoirr, J COMPONENTS _ Standard lengths are: Z" 4, o' 6 , lt° F__'_­lfi-, 'i_2m, 1 5m,1 8ro 2,41u1 I kenottan laoitanDq ,@., ARRA IM9 N omp " Jo P.001 ftan Fail& fcaboft litiots, "M) 4 it ?'fflJ 5' 11 sa". (1 alrl' 'Ind X i? 4mj Fzfirt;i rYflAunrs, 6mm wthal proper Ulast platurrierit 15 aichieved, terra# Ur QN IV� 1I 7 RE 131 A B 11 IREVISION TWO: 2/6/2013 Prefix 11151111rutiall Debt Spume # of Dirive Current color input Flulth 00,11002 LED& Temperature veitt"s ("HIS GF = Asymmetric LED Ss - Super save r LIE - W14T -i White M8 - tntogtal Motion sons'-, GA = Slardardl �sylnmebric fl HO -High Outpot (120-277 AC) intagral photocell 12e N ate: 1 Consult FaGrory ACCESSORY ORDERING INFORMATION lkressDres ale� t*ld instifle(l l Please consult factory [or your specific requirornentill. LUMINA RE SCHEDULE .3 ZL c@ us RoHs ............ older Number ­__­­­_.__.­ ............ Desciriptum PlIK1119B LIMI Arrrarieaa Mft Wet t"aftan IP67 suit lop, for wilt tocations Project Name Fixture Tvitee 430765 01311 �4 Avda Catalog f „h"Ift 1W ­WM 0 - Dpan 4 3U7 WUIIIIRIVsINGL UJ - Low letelp Jackelod effort Parf� - ECTA ' SCF to Gilt, for t2' Ek,,* Panel FUEL FACILITY SIGIN LIGHTS HOUSING - Each Wide Fascia housing 2, 4, 5. 6, and 8 feet, For lengths is Constructed of die-lormed, heavy- exceeding 8 feel, a combination of gauge aluminum. fixtures is used so that proper ballast SOCKETS - Heavy-duty outdoor socket placement is achieved. The system is features a compression spring to designed for minimum ballast usage, Pristure proper lamp rootart and maximum cost-effectiveness- LIGHT SOURCES - Fixtures are designed FINISH- Wide Fascia is finished with to operate with an 800 Milliampere LSI's DuraGrie, polyester - powder (FIG) fluorescent lamp, coat finishing process. The DoraG rip polyester finish withstands extreme REFLECTORS - Die-formed, faceled, weather changes without cracking or speculal finish alloulinulIf willifnizes peeling, and is guaranteed for five trill shadows between fixtures while evenly years. Standard finish colors available illuminating up to a 48” wide fascia. art, bi anze, black, platinum plus, satin BALLASTS - HO (800 Milliampere) varde green, white, metallic silver, and ballasts are hicill-power factor rated graphite. ctasas fan FlAme End covet flallf for starting at -20' F. All ballasts are PROTOMETRICS - Please visit ourvitieb a V21 type "Pthermally protected. 120 site at www.1si-Jindustries. coin for volt standard. Consult factory for detailed photometric data, 141ahility of rither voltaoirr, J COMPONENTS _ Standard lengths are: Z" 4, o' 6 , lt° F__'_­lfi-, 'i_2m, 1 5m,1 8ro 2,41u1 I kenottan laoitanDq ,@., ARRA IM9 N omp " Jo P.001 ftan Fail& fcaboft litiots, "M) 4 it ?'fflJ 5' 11 sa". (1 alrl' 'Ind X i? 4mj Fzfirt;i rYflAunrs, 6mm wthal proper Ulast platurrierit 15 aichieved, terra# Ur QN IV� 1I 7 RE 131 A B 11 IREVISION TWO: 2/6/2013 Prefix 11151111rutiall Debt Spume # of Dirive Current color input Flulth 00,11002 LED& Temperature veitt"s ("HIS GF = Asymmetric LED Ss - Super save r LIE - W14T -i White M8 - tntogtal Motion sons'-, GA = Slardardl �sylnmebric fl HO -High Outpot (120-277 AC) intagral photocell 12e N ate: 1 Consult FaGrory ACCESSORY ORDERING INFORMATION lkressDres ale� t*ld instifle(l l . . ...... . ........ . ... LUMINA RE SCHEDULE .3 ZL ...... ... .. asuctilpillua ............ older Number ­__­­­_.__.­ ............ Desciriptum Critter Number to.CR3 _fr _t 10" flak F`a+tcl 43C9S1 lief k n1 RIC, Q(w'i n4702 Rabrallit �vvl - �f. I ECTA! �&�F to GRS, for 16 DeCk Papel 430765 Kit -Hole Plugs aid silloonp orm fito 1205,15 0 - Dpan 4 3U7 CFM, - Flap No, Kit Lai�v UJ - Low letelp Jackelod effort Parf� - ECTA ' SCF to Gilt, for t2' Ek,,* Panel 430754 cFKS Flame k Small frall 5015132 AWQ61: W ovvel 1`041 6i lk I to I Nitta) LL - Less Lamp Of �21) P1 Wle P1 utis �4tq ti4 wlt Qf Kr' 155 usr "'r, SINGLE DIMENSIONS AMBIENT ► AMSIENT 120 . ...... ... 10" 10" i (25111 mm) 7.3118 ",.' .3181. 7.3W Ilk* (lama (21 M) 16" DECK RETRQfiIT PANEL. - SC ;;K43O95'I� 15" D�„ErCK RETROFIT PANELS - EC /ECTAISCF (843it765} TOP PAN A TOP PAR BOTTOM PAR (AROPY, TOP PAN CANOPY top PAN 114' 1356111m) 14" Pbfi mitil 1710' tal rrrrf),� 144 usto) 161 mml'f ount 2X,2 COVER PANEL BLANK J357282) RIC COVER PANEL (354702) 18314, (476' Mot) (We fluel . . . .................... . . ...... 229 hipif _ _ T PANEL W/O HOLES CFK$ 64194 FLANGE KIT (5lI11533) CFKL128 FLANGE KIT (501647) 216 [--- - 20J8 (525 - f731 14 m 14 22.82 (580 we) ire) 2,06, 11.1-111- (73 MM) (4 thiff) Name Fixture Type . . ......... . . 0 Project Q 14 idh� 'I rAllislPit's ft)tj00"*'0"r Catalog # t'S " ifli, - ------ - -- . ... ..... . 1111m, LUMINAIRE OFIDERINa mronmAnoN LUMINA RE SCHEDULE .3 ZL TYPMAL ORDER EOMPLIE: 8WF 1 HO 0 120 BR 4Z ARRANGEMENT LUMENS LOminaire L101 Source' Limit Line vomille unildialm Finish 244E SINGLE 0 - Dpan 3213 2,R%- Bnorz# UJ - Low letelp Jackelod 4 W, T 5 SINGLE BILK - le;a, h LL - Less Lamp 5 Wr 155 PLIP - Flaurium, ftus SINGLE fi WF N a: 10WF-1H0- --1'2QV—WHT--NO 0 i 120 W07 - %ftip All high otUtil TAres are supplied wrin furl %VaIme M61V - Metallit S11tver 12 wv 1 4 wr SWMA amps lot nflidmir cold lerroualuift dt. s,� su ry t;:4 SVG Satin Vgrds rea@ii 10 WIF Coft5tafirtorw nX s1flUtAe jdMP5 113C fll0al ZPpkilthsDr, totitoll. Voltages LSJ can, lay &tt a bill of lrlatedaitifar your pjrtic* apphsabori, Copsult factory ACCFssaRy niinl;Riur; INFORMATICIN IlAnnessorw,,q fictirl Installed) Desimiption OlderNumber Dandelion DtttarNOM rif�,,Iprc 1107117Ckq r ia�'� cup J�­4p'! 10 4S'2 !W-elLtftdta.P ... ........ r ......... ....... . ........... ... SAA - ...... . . .......... . . 5Izn '114KL rr '1*4utt_ D. Left Straight kAtplistori _%_ht 43319ULH J. 1-asoa Wimp Bracket 5201111" Stral" Exttrislon 43F26_rLR _ K fl —i tif J land t --- — 'Orner - - - ------------ ........ . .......... . . ... . .. ................. .. . .. . . . ... ......... . ...... . ................ .. ............ ti `Li Connor 42V,7CLP NOTt- ir 0 0 l 0 1 has 12 611 iarnneWitiamc . ....... ...... . .. ................. ... ... .... . . ......... .. . . .............. . -- - - — _- • ...... . ........ . ....... , ......... . -4 0 .. ..... .. .. .. ...... . ....... ....... .. ... ..... A LUMINA RE SCHEDULE .3 ZL SYMBOL QTY ARRANGEMENT LUMENS LLF DESCRIPTION INPUT WATTS, GF 16 SINGLE 13198 1.000 MODEL NO, CRS—AC—LED-64—HO—CW—UE 155 5 SINGLE 13596 000 MODEL NO. QRS—SC— LED­ 64—HO—CW—UE 1 155 4 SINGLE N a: 10WF-1H0- --1'2QV—WHT--NO 0 i 120 J L M N 0 r l}. M' to �i ST N : W F ' h' R Gi^ Q to mfg S �6 u'r 1111 _ 1111 - - 1111__ f? i 043 i _ F C I i N rC h Q 1111. 1111_ RA N tf P _. _ 1111 _. _ _ I 5 _ _ . 1111 1111, _ _ _ _ _ _ 1111 1111 . . _' _ _ 11':11 T -; . _ -_, _ _- 1111.. u _- - ... -- �.. _ 1111._ FIXTURES F P13 I'2 XA 1 A3 Mc RAW- EDISON" DESCRIPTION Gaalreria's beauty and versatility make it an excellent choice for roadway and general area lighxing applicafion%- An aesthetic., reveal in thn formed aluminum housing gives the Gailerie a' distinctive look while a variety of mounting options and lamp wattages provide maximum flexibility. Galleda'S Superior light distributions makes it the optimum choice for almost any small, , medium or large area li hTin application, SPECIFtICATION FEATURES A ai HQSI I -.- C ... Ballast E ... Door' Farmed aluminum housing with Long -ilte core and coif batlest, Formed aluminum door has Stamped rsvt%al has interior - welded 1 10M* 7144 ' heavy duty hinges, captive a fY 1' ri sertm for aTnlMI a Inca snit fl tY U iinfleClal° retaining `4 sr:reure and t� finished rP_ bract to is finished in premium TGIC .,. premium TGIC polyester powder P n l os er powder coat IT A, iratPr Gd d a U iT Spun and Sta Tt raat ((Spider mount unit hlas_stae¢ and CSA certified for wet iocaians, reflector in vertical lamp un1ls, or doer.} E€2 hydrofornred anodized aluminum, 591 or 406 B ... Ballast fray reflector in horizontal lamp units. IF ... Lane Ballast i r aV is hard-mounted to FlvtdTible o P h ics standard, Convex tempr ed glass leins or flat houaing intorior forcooier `�f 9168x. operation. i5a 415 4711 tir S.N A)..,. G_ Im E F StIMINWOMMM C� i Ill all r ay gias* ronPiqur'Iti rm 'P c a r,: dd"+"�b**, C."_X= trChnala9Y p WAT'I'fw6 TAO" dIli k ' .. .' I Fixture stae ... WataQa Iass 79V'J_175YY �'� 'r38M 1 10M* 7144 ' -, $t_ 4 . - -_ - -. - p r:: .-., r, ". - .df1v {t_ r OIDAElV5tOi5iS. 33] Arm Mount urt Spider moon:t .: t1 ".. oss fltnmi dIli 7S ,. 11:Elo 4,wr4 Sample Numtter; G&FA- AM- 400- MH-R1l 3y,SG 61R -t L 11,,,7 3 :R ". �T 162u °22;r 33] G>l9fttln7 t1 ".. V7 N TA :r1W 9nt16 1lrnr9Fi unr ii 271 W mo .1111 .... E€2 1 R .t 9 591 or 406 tiSL #taint - 2b rd-. H2rsr� -n4 _ _. 1Lor i+J 3JUl.. �K C` 1111.. r. ry :•. . +, �.q �+.k ] Rik�Irti `�f ifSR4^ 7 2J6 i5a 415 4711 tir S.N NOTE,ful, eap'ua�:.un o,ST., ,tP,T, 7£ti,[rPt kt4yrvrca7N iurn,;w ab5ri4Kx Iy. { 4K . Black : • -' - 14'1,1 xre Pwe, r.pE Pka f iria?X?- m kr 6au I h. 'Kv i:'r tY Yj'�F rA�r IR`"� U htin '@R.,rxil i`?Fr • *aJ 51xs'Kdt1 :� citicatiarns a Dimensions subject to Ch.. RnQe Without notice, n Hr.i; oTil rind '.G fit: 4'SL' GelPCna Square ta+0e tftpirl Woe zempaerNmtiye for a01J.- end hrm roas -= _ r FITUR.ES XR 5 July 2011 The Shops at Stonef eld - Site Lighting XB GATE. . TYPE Selux CDM Elite'l€iCllT61930 (Phillips) MANUFACTUPER LAVIP One fixture head 1,.0AD U01 -ITU -, DISCERA DASYS600 : - -: n, Fag nA1fo tari.7a krap,[I : ak :.+11 L:i1.8kAb. Afit�.A? r t I *w.fitp:n - € "^�'t�'3 rdiSCE14A 6ASYi5rax x _ 3 T+: +'i V �aa Kris i. h3. � ! Ix T7 rr M .A 1rYtd 4+AIYn04tk tVrt Sample Numtter; G&FA- AM- 400- MH-R1l 3y,SG 61R -t L : 1, \�, . ,cM�.i rte d w:' MafxRtm 9A fi71My757C i73 Kra+, I.r,t7fiP Yt M fi*tliai tittN 1, i 44"'I'GN..t iN�Y. I lc.: i 1 i Print" Family I.ArrrF F. ILaI7rP TYt!"9r t RK'9'is5 J.a, Fi-, 'm iu'rT;�trt41 Coley � br rrr FuldJfN ud., ik. :alrtnr4t?aY_ - : • yA(1if1- H2rsr� � � fi ± ±� i E x:.°r. aa m a t4WW`e1a lcr .n d. . 2a a _6PA . . 6iSS . C` 1111.. r. ry :•. . +, �.q �+.k ] Rik�Irti . M pt P . e utlt 4dC ` T Lfi^ I C dni lki n.T I JT Ct. lift 1105,'. 15tH sato Satiate M 144 100W ed"Url, ; fa ida GN A l 2F TYte llEarted { 4K . Black : • -' - 14'1,1 xre Pwe, r.pE Pka f iria?X?- m kr 6au I h. 'Kv i:'r tY Yj'�F rA�r IR`"� 1h8= Pmg$V o '@R.,rxil i`?Fr • *aJ 51xs'Kdt1 :� - tsy+t 4'SL' GelPCna Square ta+0e sodium Pi= ECQti s � x -= _ r Wall bir-kn AiXKXXxMture 94 fiv Syuate Et41525 PVnr1 V 111 e cif la aria =c+d s., G e rtt1, kr2att niter U El ao roc 5-3 , : a6 Gtfip ti M i9f .. .. &ar3sst - ,r .nm f;ulq, , ❑m , ti ih:r faezeai OS Type lr Sorfe tatas Is 4.�.au� ivar if7 ru pr.,- L tale t oa#xaL : t .•.n, rot rxa.r „t . r -�.a.c. ., ce,,5.rn. ' v +DQ?3tter j75,IP',;t 1 7c. it S'J59 %3132- 1 St n M OW (1r r>5 „>•, i „tr., :. a 7 9,," n 1 tXI.,- SX 97 -907 �'.. t:.ubic xm, P141L top -.. Qmin; L 19rAgw, 5x9%306- . Heid r EC ON 0,40 rrxt R"Omm"404 Polar. •-. "`� 7,... --.., , _ , +_4 Ic:if �uiu4, Hied, e:. ,n,ac, � [ u ., il i _c :sin u J Lrane,YL.S!x' ens a it: ,flat :'��• , . 34 7 ) 46rSp,"T,.t�7n .te ,>CEdn"Y".yl ac. .J.Gri.tr7�TU {r- (tGi'�rt,;{tiJla �'tr'S ".4J5�,'rkp Air.; Arm Included u T� r 7aQW a .A%h P r4.l +m lxlx Lx x f", 0.,,, o-ewA of t, : � iSRtb t raa S ti. 240 OF x' d4 , ^, Frltn,nn pia c.,7,, o- 76rnn, . : - :- 1 M da , : ... Sk n�1�7 . _i_s._ : A re P I E 9t04 3 D9GNe � 11111 11q "v7 76m­ 9;amt ,jf aYeiha c.3 "t.; , I ze9n'vP IY4 i f4 V) bir'n Wl4 ,'!` ) "Iln iii 01916- NA7t2Xx , A!m n k?d a<m, s n . 1.n 1r10 r 1 e�:r, tzx fwrl,l OF, il:f,dsfl P Iw utor px.+wc +Nix Fx+ r�. xi:?, , F:Imcmira w, +. i.,- ru'r.a ueaa> lMl o ua rtr n� t[IAt M d.la7 . 5pat6katton eyampte; tilminalre WSRrI Racket and Pale.: 1 2 , .W pt$ Aey!m_ 14T 7101 I lot Ret }k e hrr MA 0 4XX Wa1 , Mauo aaioret , ..3 Herkye y Sl a91'r3tr=f- s (1 art? Rran rP !Wr f nL P .1 n J f MA1a04%% , a a sM2- Spider .A,tYU,t �• iKh .ith 5.hex ly i9Ab. 4, _I UIL�UI rrb,JrJ -+,A : V GSS /GSMIGSL GALLERIA SQUARE 70 -1000W Metal Haild Pulse Start Metal f Halide High h Pressure 5 04l1 :17. L•rr�w' C fA Alt lilTiFCTt RAIe. AREA LUMINAiRE FNFRrV DATA GWA Dxttast input Watta ittilM! +u4N Mtl+Y- r )Y{5 U+JaH, r 1 %W MI-I HPF 1210 War%r .75 W MM 14pP I'014) t,Wa!rc,. tw0@V FeiN NP1- ,Z36V4"ausj cn�v irFS kPP r'VY,, PNa;fci 9awy "W HPF r,ulb 00tSSr 4613W 4pi; pn> tUS Vtlattna ICQVVv;iMH HPf VlUH4 yVauk7 10000 HPS HF 111( #t}iAic}tt53) CPA Ellectne, Pro led Area' iSq Pt) t Without ATmI (Vill Atrn l G68- 17 Q'P.rPr1. J.u2 1.5L. s.yr t,. f5plder hfountrl 13'39; 1­'4 call %.22 GSL: 2,3 SHIPPING DATA Approximate Net Weight: 26 11w i 16 kit l 6` 79 IIAF. i36 kgo,) 894- 001.90 .aRHPr,O�Ds 040070,107 FFn.t47 AM. 1335 J 65M 1 651. GALL Et71A SQUAK ORDERING INFORMATION 1111 •:.. Sample Numtter; G&FA- AM- 400- MH-R1l 3y,SG 61R -t L GSM 875W PS H AS FG BZ I lc.: i 1 i Print" Family I.ArrrF F. ILaI7rP TYt!"9r llaiilbLSI4n �ilf- Coley rXs o 6 tM A' _ _. U lfa78 `€Lh9e Wara Oi NM @dil Naake: H2rsr� , a R - 5a x E x:.°r. aa m a t4WW`e1a lcr .n d. . 2a a _6PA . . 6iSS . Sma1 7Q; 7rw � . M pt P . e utlt 4dC ` T Lfi^ I C dni s% •Cm 1 064 dXii6: &mrcH . 7=i; 4h 15tH sato Satiate M 144 100W ed"Url, ; fa ida GN A l 2F TYte llEarted { 4K . Black : • -' - 14'1,1 xre Pwe, r.pE Pka f iria?X?- m kr 6au I h. lgp- 1 J A 1h8= Pmg$V o Typn i Segnn• xeUg• wt WlikH -: MdfnA 4CX- a 4m o 5na + Pnla i S {uAts 4'SL' GelPCna Square ta+0e sodium Pi= ECQti s � x 3R+ Type lit f gn6t IP= tk Pratni m AiXKXXxMture 94 fiv Syuate Et41525 El ao roc 1 11 yP � . n�nted a , : a6 Gtfip ti M i9f .. .. A m i Ra,nd:PCa t ahpraa91. A oo 7 ;. a Mounting method F �iW Pow e4 Pulse OS Type lr Sorfe tatas tale t oa#xaL : t .•.n, rot rxa.r „t . r -�.a.c. ., ce,,5.rn. ' ilAr7ptO. JfR1 St n M OW 0$ - Ty e V u: v �i YdYY J %e bp.:tt{ vn a P rWx 1a 1 r,u,`' Rd1 t i1 l A = Pelfri 044'417Nr Heid r EC ON 0,40 -fr Pckward The;lw r}IG Fuse 020 S 1NAtq47 Ixx G + n1wG u nl U f r' s , : Round Pole : {G4 4 F e Mutt oar x z 5t Spill Light , . 34 7 ) MAt O:Xx f'AmlaRr 4C Pray 5.5 EPAA ' nAw Air.; Arm Included u T� r 7aQW a : � iSRtb t raa S ti. 240 OF AMt rh i oxslx x . . r m ', - } s .1 A re P I E 9t04 3 D9GNe p 7w f ed vrctt EL 5' 1 NA7t2Xx , A!m n k?d a<m, s n . 1.n 1r10 . . S Ml 5 10 @r M tti1a P Iw utor V fi k•t lMl o ua rtr n� t[IAt M d.la7 . , I MASO aax , 1 2 , .W Meuf I lot Ret }k e hrr MA 0 4XX Wa1 , Mauo aaioret Talon a Herkye Ai Area (1 art? Rran rP !Wr f nL P .1 n J f MA1a04%% , a a sM2- Spider .A,tYU,t �• '65-4raa Square nnk rl .:: .. 1, Faa ! 00 Tenon) Voltage 9V- Type lit VerticA _: i R rIECWA wlstroak i*AIDOOXX:!s1a51.Ann AMIlter '. , 5 idol Atovnf4 CM9 P 12fl?' tic} r RNF iinere Hier 4FNtIPIa ftD : PhW.a�corErol:fleeenl�te:: Jae tatttx a IE an Y9It]rrFeta�rr 8x'1.7, 2. Us.C: 4. f 31(. $7p Zb42D8Y �.... .. N5; Sioux a'MlC.'ilp�Vnti'L' ,. _?t 1111 i Tema Tenrn} : 24a- 240V : Lana Tvuo 6I5. = FtPn An,ct lINAlatiXX =2@IW'anari" -W.t ta'3IZO0 Tenon 277aaUIV. I'lotClobol. HOusbSickShiokii6hAlOt2J0:.1�t"fav'7ehutiP,wptura.il;L "IA U400' 490V J Sot Sall Glass :. vs' Vandal st+ielda i :. ra #wa V L aro5p ImIud6A {Iltkl10t8X K: vw9a" Sena gdae nr for 3 Tip tl.tt MT° -Tapia Twooll '!'►= Tnp7r?.Tap1X MATCMAXx' 7W' Terwn Meow tar 3l er 0..0- Sr, 5-Tapla r-'r, Et E fc+etronrc_ a .a i2U� i%:: a Ord X-.U,0. leas ra rn anal o9 t_ l a u MA xx _ .. a 14 -277V T ac.:' MA1aAX: uot r tar>un MepMr kx 8 t 4" RgGY- t7f 5� Eleclnan rc antiT n i...: 200 -277V. NIA10171ilpt, %]tronr tenon ,4rtatler Mr: %::�6 "Q.rl.. raar,n MAlOIAXX= dIY+7A11 t+3nun AgawwrtaraaM"U.u. Taf!On MAiatfDXX• S14!tY"d' TsnanAdeprep far 33 a °t,7 -rr: erxan MA 70400C, Afrian" Team rYts}Nnr fo. 2 MI 0;9. rannn 410010"XlS= aut'rana trnePa m cs6 uu: can 4FI C10"IM 3ED9a' iannn Apoprcf far 2 sty^ n,p Tartgn MA11000 )JC sacra snew to, GS 41NL uw4mi(eo)411 INIA106t: ZSe 3tdh 8hhda nor. ©5+4l fFSaidt• aiwdi MA,tepi- Hr %,,, W aid tar All trioxd lnottl ola QA11EA4tei6- MkMA 7'Wkaf�k Fn44RXarnW ' kT IA^tnp 4AMAJ611' NPLAA T-thr ll, PMlotoaf l 4WIU nut i ru S A � : 2 f Ners1 IP,-n Aqd Afl 4C1tWIPalNF.. ri*% i n r. 9A 1Kii{4 ba9a+ta , f?nr=5. 9m : . , { r iA,w. %.,ER b P r.+SS t ipa GSM dtNf 8. ,, . L IA "op, faS%„ � A.9iTPhfP ?n G'J$ •IG:SAGn ant s fi lAVa,4 in 1. :r», .. x bra s«~G94. au <.nq ... ty 5 Meow arfl o au 7a f 5 L u d G m -Yakse p ttaS9 h s b 4ip 0 w tnsse lalf! p kn G M ank? GS rkd 9i n Ss . S Oni 4 avail a In a0 d5 . s 0 A Y 64W'1 F uI MS can Me ta far verf Ica mount .only ? R ur r Gc nwJla e! ez ed ad a Ep 'tatN+a; � � w+,an uaad w'th G^r+h: 9 M uQ eCd ! rP a R t z !a M P An Warukt 3SM hun v 9 G1t , r Y aroirtad h s!r 7-GCY :4 WW Pu +an Gr iHa'vdrf �a Y awl MrSa r n a mnunt: nni t. t tra ra )hnt'e r tM IICi W s r � dtl A qs4 wp F u � efanm antral tt .a4'n y* tV. 6 ersd .yi ?e P p nnan V-S. ,t �5 FrGa errtgm: ig rtt ,Ymi? tin P ca Avaelar9 a Lie mt and. try art not ac.. neulY r. ,tr r i'f. N n svR3CpbilRy Rntl.rSrdtltPnp Mq >tiaa 77 AAahn3dlttWkif>ar 4R 17AWAk7lrr2dL R7Ty3 w €rgd r77ti+, T,tid Tap m411aat ja k.2a'777fi'S;py wvaed,'#47Y; :13574r1 balled is t3' 47t7108 ,?4Q7T4aG'w :wtred40GV_Only otlfl;ele ii 400,1000N`_ 1425liwt,1y, ISM -di ,Lm 4 on1 to ukt irxy g or. i.ru+ M mnPe+w. d aaya.cnA �LW f.fa#wr 1{a cram wfihn bstS u.. iR 4rJa1Y �, lid t rod roA anwa E6291 uc >e c.4 t 4 b o to il, 5 Auo u d a F4+ r 'a s y a 3R a h11nG sf, .H:dLvrs 19 R k l. an Kn ae aU my h a4utrlamkTt aeSnvlOar1 tnvka i Witt, �di3 6 i Nqu '.: a lamp W m w a ti a=Sa +A5, R s% e.V dF,bnr af kt va0s h.,fir[ a Sx e, s v ufudirg a rini oe Ot P4. On + uvn3A= marche trsft year C4aiN5 C Qhgf9 R10 9P %Y easacGrtga as NF2rl %,ft' :Ehe alder shtWNl 22 PlausrsYPdn, sh eW rrvetle6lre a{5 2F 3F, r r 4S 35 AS distxltouP'ta95i 1 and etF U tare d afar 5bu arc wbern on v, F Y k.. ea fAxai nJiH 2a ,hr ^d 1 rcfPt .: MpIAFms ...mmyunt ohlW.:Ad47.1'M+riJm=rrr, ,. 4ftlna xaparacmry, snpExco- XXwhk4 :ati slat nuMerr. 2i5 AysWUlnvr?CU*lA arw tA61•hnuain4•a"JM. _5 corrvp+aertrl» ac. u, sr� W.,. >_ror+kwl,optam ac., r, : e mem Li girtling Spfacii9cations and Dimensions subject to change without Hotted_ MaGht - Ldi�arorr •:Guatomoe'Fttal CmT r9i2i lfi A :+ 5e t• Ma' 7 Sir P n GA 6 uth trao.. TEL. 2751. .. v+wwcra _ h m da H 262nD 4aG 48570_ FAM 7'7a.itAfi.#9a uP°'r gMGnr3,rlt � a1i S+a 1111 1 PH OTI3METRICS _ _ , I 11:11._ Fooloa ;idly Table Seleot mcruutruD hat>;#rt and read. ocnnta for vaosaandPe Values of n car.h ri;reMotcca dla i {zvt: dts2nhc �r i ; ,, ah uns5a dt'tnvunlPn 1fe #�trfi, I, - .......- :..91 on O F"mia to Vnle,»a,.E. �' , »ltd or . t if l 5 li A trot IAa4agfisaadle Wn�a- E .. A 8: (.. l.! E t tT E:.. 1111. fC. i y ,� 7 i7sw -: �{r -.., 12,26 4.5b 2,20 '110 GAS n, �-✓/ t 15 S.L"1 x.00 _4- .:2 c.: ... _ -r {- ,...,...,. 2' 30 7,81''1, 1 12 D es Lo's 0.39 j k � 1111, .. loom i r .....,...., 1.. _ e - ... ..._.....:... ...:.......- 7 11r _ I E R 2rd _ 3 __D. �� 4� 1 � 6 a l 2 s A s s .- .._. - - 40 1111 2.00 1.00 7 D .11•11 .. D 50 11D GS &.A a 1 75 -M H T - a :FG 35 - AMl oaaM - Mr -avFG GSMA aot� lH AT A,5K 2114 .._ 6,3D 7. l 5 6rJa[t H Type Ili 3700 a n M H r e t 4vrtaca CO] Weir ah , Area square W)-LJt iml Cleat t 34, r ark I 0DL1 -2 srr e l -. l tp 0, } { Clear Larylp t rt3.aar< cumett clear Late STOCK UMPI F NUMRFW ICool lncludild) SAMPLE tr7UMil C rl ,AI 0c., MM yc AS CG 32 L 1111 1111 1111 asm! Al I 1 11.11_, _- :i L _! ,.. i 4 tlsvauct :' i Mounting i tamp . Lamp lype Vottalle - Uratrthuttan r tens tom: ' War Fillinfly . Method I Wattage i mtt -Mdtai 5i_5 -Tap AS =area 5 ceuaitt 1 flaui fat rZilla m t.Lara p 31ill- GaNrrpi AWI t ^,l' 400 4d! A' N:tlNe : Wired TPaTvile Ili 4pnicat -SGT sae? sal+#„, Inoiltri'la Stislarrr. Ann � 1006-1000W . 451V1 h4'Ok'nn !pelfircwj NOTES f_lra40 roil, lade, r,rr will, Ap1,105059 Lighting Suselficadens and Dimensions subject to Change vlrithaut notice. M 27, 2007 'A141 Al. I,a:,..r,w.F�xr� t� :rl :,,rorna#r,, =n r�,r,r .r•itr tr wm'?.4 l.n�xPr-r.•..,,i:Ao -t, 1 %w' '.ar,.r' :..7a ra 4ACNi. ,..,� ., t 1 t m t '.,: 11,11 J4rRt _ 4.y .317., Fr. C .?+4,..... rA7,,_Iq', rdtr^x.Lta {k+'ng n s pm Fl. P JC= -o:s c ___#12 GROUND WIRE TO JUNCTION I INL[NE FUSES TO FIXTURES' HAND HOLF/02VER POLE #0 ILE HX/XX, XY 1i1 2 -9." TOTAL UV LAP j ­---JOINT 1-11,/22" BELOW TOP i;ir Qe q, d, CONCRETE, G . eat ' i ,K ,y D _r CONCRETE' 1 � L ��, w _. 111-1 .. . .. G. s,:. { l L,.0 _ > i g FINISH. d 1,111.,. 1111.: - ,�t i l c �i �� , 1►� � c � I11 �c � � =�t -fir =� i�x t stlf��-_ COF�PERWELD GROUND ROD 6" MiNltu4Ul l ELECTRICAL 3:euNC1J�IT ((3RO1JNDNG CONDUCTOR, \'-°---'ELECTRICA CONDUIT (S). lALUMINUI`'A TUBE EMBEDDED -�` � � �, �� QIJA TITY AS REQUtRED [IN CONCRETE DASD �` 1� -(j,• 1X7 NOTE. rROV E CONCRETE J -BOX AS REC�Ulf�ED. Anwospsoe HIS DETAIL IS FOP EL { TRIG L CONDUITS, R ONLY. . 047717007 F:15347 AA SEE STRUCTURAL DRAWINGS S0.2 FOR . m Al S- : E DE TAI SCALE: NT R .. Apr 11,11. .............. F : 1111 •:.. L ., \ :�';. i �,5 1111 .: 4 ,�. Il 1111, 91D Y R .. Apr 11,11. .............. F : 7 z C? 4,7 LT 7� B I C Typical StoneTre40 Applioations ,Wxle,TIII,1� Pr�?Cnl C cjicr,�t.� Fpn�x, �A�ells �*n ald w�tu tr, �k�ur cl�,y �i�)pm�mt T�iq Fqnc� 04%Rs k:an be ts*�e,3 ir �� "10ely of appfi,�$lcls Community St(meT"Wl C;,,naei,,4 Feji,^� �Aqji�_,,jn ,nMiyjc�p tne v1sua; apppefance wur 1,,'omknunl� ferw,) waj, pr(�vije onyziy, arij win"', roaldion Commercial Stor*Tmelm Cr rrvL!PL Fon�>- vvjils iv,- per I , f.,s for CIOMM(K�Ifal ��Iks - grool kr untv rolij povaoy vo_,�ds A cokqAett-Oy faultiy,,'an be Stnri�,,T,%0' wAs arq i_�spd Ni erjbari��ti qate�,, Residential 'oriciole F�nce V�,WK will aa�s to ,;AoseT,e,T1 tivw beadty, �,vva,�,y and setiilty �,tyaue horn. Avai atL and Ahlar You, knm WA� ��afi be 'ustoln CrAorpt! fG, ITIat(ji oxii;tng mone At)tk, or �N� xlor pallcof �"Qr homes EAST COAST P R E C A S T E35tCoaSt PrE"StL U-C I'd! 01 SUPeCr W�,*AM.4a, VA 2,�WQ # W*. W- SU=,friteca�tmm 51-zr (T*,rp) 5q_011 (.ryf,) P05T'A' 1 P05T'A' P05T r, D D 5/4' SCH eo f-,jr, I 77-,TJ PACK SOLIV K/ &ROUT ENV POST LINE POST NOTE; THE NALI_ 5HALL BE 517EPPEP ^r4,0RPINCw TO CHANC7E!�5 IN 6RAM � -4.0 1 1 1 r-/ v W 'A' 1-0" (TYP; 51_01� (rep) r7io" Myp) (rrp) A� 4 V, ­TYP Pie�t BELON r-!71 r7n T _P05T V -POST W IP05T 15, PCST V 1005T *51 POST 15, P05T 15, POST V PLAN &��_,REENJNO NALL LINE POST PANEL CAP -PANEL CAP PANE L TEM ----- ----- f _rt C �'E_ Lm �i� .......... 7 l�=� -71 3 Q - ---------- - 7 ---- ------ < ............... =E-1-1 r 71 10 LINE P05T J, 2, Xl"j7- 77Z -z- ... .. ........ ............ . LiC - - ----------- j z F- 4, 1-14 z='_ -- - - --­-------- 4 L LLE 1 1 1 V I I 6J' < uliu -LINE POST � u-s- � - UiR. � U$ RE; NALL PLAN PIER VIA, Rez IPIA. PIER 504M&E RE- ELEV. .. ......... ....... ............ ...... ....... 03 SCREEN WALL: OPTION B SUPERIOR CONCRETE LEDGESTONE ELE VAT I ON SOREENINS NALL 5ECTION 5CREENINO NALL 2 t t T f/ 'P -V i I I T-/ 7 -L� I T r-) . .. .. ... ....... . - - - - - - - - - - ... ..... ... , POST '15 � PIER BELON I T I f-7-1 -POST S, P05T V -POST 'S' -POST S' PLAIN 5CREENIN5 NALL =LA- -1 - P05T V 0 PANEL CAP PIM VIA. RE� .... ........... . .... . ......... ..... SECoTION — 5CREENINO NALI P V-8* sq COLUMIN i I-s. M i V_r," 05 WALL WITH PICKET FENCE DETAILS Jlir--% C 4" E 0 CD 0. z z C; M 0 E a. < C 4" E 0 CD 0. z C; M Ito E < < 0 0 4) C ............ SHEET NO. WM1 4" E 0 0. 0 0 Ito E < CN 0 4) > 0) ............ SHEET NO. WM1 A B C D E F G H I J K L M N 0 P Q R S T U V f—` SEGMENTAL RETAINING WALE NOTES y 0" [254MMI 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 I d If €a 1 I [ I FINISH GRADE BEYOND _ a a THICll S GAP ADJA PAVING, SEE PLAN DESIGNED B1 THE WALL MANUFACTURER. WALL MANUFACTURE H- R SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS. SEPARATE BUILDING PERMIT REQUIRED Q AND SHALL .ALL BE A E VENEER, EXTEND STONE OBTAINED BY RETAINING WALL CONTRACTOR. t WV �-y COURSES URSES MIIN BELOW FINISH 99JJJ ' s " ; i' I ii: • f ' taC A. GRADE _ 2. ii ,i ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30 IN HEIGHT SHALL HAVE A 42 GUARDRAIL SEE P§ : ° Pic, [�Ivsrt] S�. b .4 ° DETAIL THIS SHEET. A R EE ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA „ _ I r , I j ' i I l 11 i i p {j ALUMItVUM .. REQUIREMENTS. P,�S�3 2- �7,/2e, SO. j E• i [25PAM X t 1 /2° [�381M :¢ 3 THE WALL MANUFACTURER SHALL INCLUDE THE GUARDRAIL POST FOUNDATION DESIGN WITHIN THE WALL i .� °- rP"��a=L R,aiL ADJACENT PLANTING, ELEVATION DESIGN. I , ' F0. { SIDE HALL -0 -1090 TAP WALL-0,065 4 0 d a - o VARIES, SEE GRADING PLAN { I� I r �� ,I @ 1 1 II g �1 . ? � e 1 4 4. a #57 STONE WRAPPED IN FILTER FABRIC (TYP,) 4. � PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS, RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. M t ,. , , I, : €.. I r 7 : b � PERFORATED PVC PIPE, WRAP IN FILTER FABRIC, SEE CIVIL FOR ° CONNECTION 5. DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE; REQUIREMENTS OF THE NCMA "DESIGN MANUAL __ .z • i'fI FOR SEGMENTAL RETAINING WALLS,' :6• P • � >. CMU SHELF 6, PRIOR TO THE START OF WORM, PROVIDE RETAINING WALL DETAIL SHOP DESIGN DRAWINGS SEALED BY A: PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA SHOWING WALL ELEVATIONS I C TYPES AND f x ; i EINFaRCEMENIT, SPACING, AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT T THE WALLS. OBTAIN rENCE t „ 1 .. - 6 151 mm p IN SIZE SIE TO BE REVIEWED BY STIR t_ APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. — POURED IN E CONCRETE AFOOTING i . . e . . . FaTING 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL 1. `;PE (.EF'I: ,'AT )NS SHOWN CAN BE CHANGED By THE MANUFACTURER URER G� ` LY, TYP TAINING WALL AT S -� 2 UNDISTURBED SUBGRA LOW FOOTING DESIGNER. 2 F��! <;°rlh,IG WC ??-1 YC BE (4)}G E`r?;9 VviDTH. , _ e: N.T.S 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL V SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER, } m Proposed Guardrail Detail to be carne color as approved. 00000 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON - REINFORCED CONCRETE TO THE LINES a � ° 1, AND GRADES SPECIFIED BY THE WALL DESIGNER. PAD SHALL BE 6 "' MINIMUM THICKNESS, AND SHALL. TYP. GUARDRAIL DETAIL 42" HIGH DECORATIVE GUARDRAIL- EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS, SEE GUARDRAIL DETAIL THIS SHEET- ch Scale: N.T.S f TRIM 10, GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT, ai o O CIO Z ,, / CAP WITH GONTINUOl.1S ADHESIVE r� (AS PER MANUFACTURER'S 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN W J 0 RECOMMENDATION) ANGULAR GRAVEL, G _ MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D --422. ~ o a - ' y -- PLANTED AREA SIEVE SIZE PERCENTAGE PASSING GRANULAR °'° ' 1 INCH 100 ,t/ NOT USED DRAIN S FILTER FABRIC 3 _ > cc G.. "'"'�• Scale: N.T.S - �( STONE FILL NCI 4H O GOOD BETWEEN AND REBAR (TYP.) Na. 4t7 Q -5C7 BEHIND SELECT MATERIAL TO ANCHORS Na. 2OO O -5 BE APPROVED BY E f -- �=: GEOTECHN €CAL ENGINEER O Q. HEIGHT I GEOGRID 12, REINFORCED FILL SHALL BE AS SPECIFIED BY THE 'WALL DESIGNER, AND SHALL CONSIST OF INORGANIC VARIES ;, (AS NECESSARY) " USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN U) i > PER WALL HEIGHT ACCORDANCE WITH ASTM D -422. 4) r ■ r /cc y ? . � EMBEDMENT .'; �� F yPr% SUfBDRAkN (DAYLIGHTS SIEVE SIZE PERCENTAGE PASSING 4 INCH 100 � VARIES* No. 4 2O -100 R Na. 20 0 -60 ..... C4 3 COMPACTED Na. 200 0 -30 GRANULAR BASE OR OPTIONAL cc 4) CONCRETE LEVELING PAD THE FINE FRACTION (MINUS NO, 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM -� .; MAX. WALL BATTER - /" PER 8„ HIGH BLOCK PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS a- ) ' - *MINIMUM 3'--O" EMBEDMENT, EMBEDMENT DEPTH INCREASES 13. T PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR WITH INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND SLOTTED. BEHIND WALL OR POOR FOUNDATION SOILS. 2 i _ $.. ... ...._ _.... .,... , .....-° <r ! Pattern B P P'nC _. Otte Pattern 1 SEGMENTAL RETAII�II�SI,a �'v'p,l.._L �ETAI�. 14. N R T , T COS UC SE NT GME AL RETAINING WALLS {N ACCORDANCE WITH THE WALL DESIGNERS INSTRUCTIONS.. � (� NOT TO SCALE U) c� r Additional Patterns f sc�,�� �m , 1 5 CONTRACTOR G CO C IS ADVISED THAT ST R1WAT HA O . ER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING Q s } g 3.1$ � CONSTRUCTION, 1 ��„ _... i NOTE: See rendered architectural elevations for screen placement. patterns and truant ="ty. 16, ' F, , COLOR TO BE 'BUFF' OR DARK BROWN ° TYP. RETAINING WALL AT NORTH PERIMETER f k 1 ar � e Scale: N.T.S CIO ' 4 a f i I fi ; screen to mechanically fasten to building � wall, attachment detail to be coordinated U_ rr i I i with architect; fasteners to be Bidden to greatest extent pos�Tble; any exposed fasteners to be countersink head,. uniform head, I I3 Fahillt , ), y exterior �.atnli ��� (socket era e�''��T Y , 1 ce n finished to r match df d 4hsce_ coo , t .. L _ I r e J } , r } EJ U Li . . x a } i .,.... f' ...... ., � c' co CN PMFS I9Ik 7 c decorative rYletal bars bent to r��rstn shap�ssh .. n bars to be fabricated fyc�rn 5t "Sryc��;rd materials ... ..m. .. .... ............. . _ . _. _. Wi {strap tube, l�ar), paint car ��QarrcP� coat ffrttsh, Finish Color- M Pattern A Elevation " ntrrtrmurrt bar deal, to be ' Section Detail ua as SCALE; 1F4 -1` SCALE: V-1' M Q,1 NOTE: DECORATIVE SCREEN TO HAVE 2" MINIMUM DEPTH AND TO BE COLOR PMS BLACK 7. REFER TO ARCHITECTURAL PLANS FOR GREEN SCREEN DETAILS. 5 GREEN SCREED Scale: N.T.S N CN v SHEET N0. Wm2 A B C D E F G H I J K L M N 0 P Q R S T U V