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HomeMy WebLinkAboutSDP201100047 Plan - Approved Final Site Plan and Comps. 2011-10-24.� SHEET NO, •1 OF 35 2 OF 35 3 OF 35 4 OF 35 5 OF 35 6 OF 35 7 OF 35 8 OF 35 9 OF 35 10 OF 35 11 OF 35 12 OF 35 13 OF 35 14 OF 35 15 OF 35 16 OF 35 17 OF 35 18 OF 35 19 OF 35 20 OF 35 21 OF 35 22 OF 35 23 OF 35 24 OF 35 25 OF 35 26 OF 35 27 OF 35 28 OF 35 29 OF 35 30 OF 35 31 OF 35 32 OF 35 32.1 OF 35 32.2 OF 35 33 OF 35 34 OF 35 34.1 OF 35 35 OF 35 SITE DATA 163 a, M, Al 10 NO ► i C-1 C-2 C -2A C-3 C-4 C-5 C-6 C-7 C-8 C -8A C -8B C-9 C-10 C-1 1 C-12 C-13 C-14 C-15 C-16 C-17 C -17A C-18 C-19 C-20 C-21 C-22 C-23 C-24 C-25 C-26 C-27 C-28 C-29 C-30 LS -1 LS -2 LS -3 LS -4 NOTE: 1. STONEFIELD BOULEVARD IS NOW CHANGED TO DISTRICT AVENUE PER THIS NOTE. 2, MAIN STREET IS NOW CHANGED TO BOND STREET PER THIS NOTE. COVER SHEET PROFFERS VARIATIONS AND ZMA AMENDMENTS ALBEMARLE GENERAL NOTES AND LEGEND EARTHWORK SPECIFICATIONS EXISTING SITE CONDITIONS OVERALL PLAN SITE PLAN — C1—IV SITE PLAN — D1 UTILITY LAYOUT PLAN — C1—IV UTILITY LAYOUT PLAN — D1 OFFSITE ACCESS, DRAINAGE AND GRADING PLAN OFFSITE SANITARY SEWED PLAN OFFSITE GRADING, WATER AND SANITARY SEWER PLAN UTILITY PROFILES — WATER UTILITY PROFILES — SANIITARY UTILITY PROFILES STORM STORM DRAINAGE AREA NAP STORM DRAIN CALCULATIONS EROSION AND SEDIMENT CONTR L NARRATIVE EROSION AND SEDIMENT CONTROL PLAN PHASE I EROSION AND SEDIMENT CONTROL PLAN PHASE 11 — Cl—IV EROSION AND SEDIMENT CONTROL PLAN PHASE II — D1 EROSION AND SEDIMENT CON I RC -1 DETAILS DETAILS STORMWATER MANAGEMENT CALCULATIONS STORMWATER MANAGEMEPNT NARRATIVE, DETAILS AND CALCULATIONS ROAD PROFILES AND TYPICAL SECTIONS ACSA STANDARD DETAILS ACSA STANDARD DETAILS AND PAVEMENT DESIGN WORKSHEETS PHOTOMETRIC PLAN — Cl—IV PHOTOMETRIC PLAN — D1 LIGHTING FIXTURE DETAILS LIGHTING FIXTURE DETAILS LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE DETAILS DEVELOPER/APPLICANT: ALBEMARLE PLACE EAAP, LLC ENGINEER: WW ASSOCIATES, INC 7200 WISCONSIN AVENUE 3040 AVEMORE SQUARE PLACE SUITE 400 CHARLOTTESVILLE, VA 22911 BETHESDA, MD 20814 (434) 984-2700 (301) 652-7400 ATTN: HERBERT F. WHITE III, P.E. ATTN: THOMAS R. GALLAGHER EMAIL: HWHITE@WWASSOCIATES.NET EMAIL: TGALLAGHER@EDENSANDAVANT.COM 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. 3483, PG. 698, AND IS INDICATED AS TAX MAP PARCELS(S) TMP 61W -3-19A, 19B, 23, and 24. NOTE: DATE 1. EXISTING CONDITIONS HAVE BEEN MODIFIED TO DEPICT GRADING FROM EROSION AND SEDIMENTATION CONTROL PLAN, WP02009-00074 FOR COORDINATION PURPOSES. 2. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE/EROSION AND SEDIMENT CONTROL PLAN (WP02009-00074) • ALBEMARLE PLACE/ROAD IMPROVEMENT PLAN RT29 AND HYDRAULIC ROAD (WP02008-00068) • ALBEMARLE PLACE TOWN CENTER/ACSA OFF—SITE SANITARY SEWER PLAN • ALBEMARLE PLACE TOWN CENTER/CITY OF CHARLOTTESVILLE OFF—SITE SANITARY SEWER • ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN (WP02010-00023) • STONEFIELD BOULEVARD ROAD PLAN (WPO 2011-00036) • STONEFIELD TOWN CENTER—FINAL SITE PLAN (WPO 2011-00059) 3. STONEFIELD WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 4, THE PLANS TITLED "STONEFIELD TOWN CENTER FINAL SITE PLAN" (WPO 2011-00059), "STONEFIELD BOULEVARD ROAD PLAN" (WPO 2011-00036) AND THIS PLAN WILL BE CONSTRUCTED CONCURRENTLY. COUNTY, VIRGIN1,C17.1 (WPO 1 0005 5 JUNE 201 le..Tl I i 0 �o FASHION SQUARE MALL WHIT OODRD PF IT] SEMINOLE SQUARE SHOPPING y� CENTER v r US H`1� 29/250 BYPASS 'A °40C�1S, N e o ou CEDAR HILL RD _ SWASN-j VICIIOTITY MAP SCALE: I"=2000' Tjj _i��� E2-IIIUTR� c1-IIl T11 C2-1 L mmisn® U.S. ROU12 229 U.S. ROUTE 229 - (NBLl NORTHROP GRUMMAN PRELIMINARY PLAN EXHIBIT SCALE: 1 "=400' SITE DATA (CONTINUED} SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP/PARCEL: ZONING: OVERLAY DISTRICT: EXISTING USE: PROPOSED USE: TRASH: MAXIMUM NUMBER OF EMPLOYEES: BUILDING Cl—IV HEIGHT: KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 KIRK HUGHES & ASSOCIATES DATED: APRIL 10, 2008 REVISED: DECEMBER 18, 2009 & BY AERIAL SURVEY, AIR SURVEY, CORP, STERLING, VIRGINIA JANUARY 28, 1996 ALBEMARLE COUNTY, VA JACK JOUETT N/A (NON—WATER SUPPLY WATERSHED) TM 61W, PARCEL 3-19B, PARCEL 3-23 & PARCEL 3-24 NMD (NEIGHBORHOOD MODEL DISTRICT) ENTRANCE CORRIDOR VACANT THEATER ON—SITE DUMPSTER 20 62 FT PARKING 19 LAVATORIES 4 HOSE BIBS 32 WATER CLOSETS 1 3 COMPARTMENT SINK 8 URINALS 2 ICE MACHINES 6 WATER FOUNTAINS 6 DRINK TOWERS 6 HAND SINKS 1 EYEWASH 3 SERVICE SINKS *NOTE: FIXTURES COUNTS AND TYPES ARE ESTIMATES. ACTUAL FIXTURE COUNTS ARE TO BE PROVIDED WHEN BUILDING PLUMBING DESIGN IS COMPLETE. REQUIRED 308 SPACES ((68,320 GLA/1,000=68.32)*4.5=307.44) PROVIDED IN GARAGE 170 (INCLUDING 6 HANDICAPPED SPACES) PROVIDED IN PARKING LOT 252 (INCLUDING 3 HANDICAPPED SPACES) PROVIDED ON STREET 25 (INCLUDING 0 HANDICAPPED SPACES) TOTAL PROVIDED: 447 (INCLUDING 9 HANDICAPPED SPACES) NOTE: REQUIRED PARKING CALCULATED AS PART OF SHOPPING CENTER. AT RFI? N4 A R T .F CnT TNTV T7F.P AR'FM_ NT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPKENT 8/29/11 PLANNING/ZONING 'D s� _ ENGINEER GLH Op ���i'� f� INSPECTIONS — 6 ARB d < TOTAL = "� BUILDING C1—IV GROSS AREA: 152,969 SF HEALTH DEPARTMENT & ixf 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. / DAT PREVIOUSLY SUBMITTED DRAWING NUMBER: EXISTING PROPOSED SUBMITTED 'TO DATE LAND USE SCHEDULE: TOTAL 0 SQ FT 259,310 SQ FT (5.95 AC.) 100% 109,778 SQ FT 369,088 SQ FT BUILDINGS (FOOTPRINT) 0 SQ FT 67,717 SQ FT (1.55 AC.) 267. 0 SQ FT 67,717 SQ FT ROADS/PARKING 0 SQ FT 186,961 SQ FT (4.29 AC.) 72% 82,499 SQ FT 269,460 SQ FT L Y P 9 1 GREEN SPACE 0 SQ FT 33,984 SQ FT (0.78 AC.) 13% 27,651 SQ FT 61,635 SQ FT CIVIC SPACE 0 SQ FT 33,296 SQ FT (0.76 AC.) 13% 2,976 SQ FT 36,272 SQ FT IMPERVIOUS AREA 0 SQ FT 224,679 SQ FT (5.16 AC.) 87% 81,816 SQ FT 306,495 SQ FT RECREATIONAL AREA 0 SQ FT 0 SQ FT ( 0.0 AC.) 0% 0 SQ FT 0 SQ FT 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) BECAUSIE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. FIXTURE ESTIMATES: BUILDING Cl —IV PARKING 19 LAVATORIES 4 HOSE BIBS 32 WATER CLOSETS 1 3 COMPARTMENT SINK 8 URINALS 2 ICE MACHINES 6 WATER FOUNTAINS 6 DRINK TOWERS 6 HAND SINKS 1 EYEWASH 3 SERVICE SINKS *NOTE: FIXTURES COUNTS AND TYPES ARE ESTIMATES. ACTUAL FIXTURE COUNTS ARE TO BE PROVIDED WHEN BUILDING PLUMBING DESIGN IS COMPLETE. REQUIRED 308 SPACES ((68,320 GLA/1,000=68.32)*4.5=307.44) PROVIDED IN GARAGE 170 (INCLUDING 6 HANDICAPPED SPACES) PROVIDED IN PARKING LOT 252 (INCLUDING 3 HANDICAPPED SPACES) PROVIDED ON STREET 25 (INCLUDING 0 HANDICAPPED SPACES) TOTAL PROVIDED: 447 (INCLUDING 9 HANDICAPPED SPACES) NOTE: REQUIRED PARKING CALCULATED AS PART OF SHOPPING CENTER. AT RFI? N4 A R T .F CnT TNTV T7F.P AR'FM_ NT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPKENT 8/29/11 PLANNING/ZONING 'D s� _ ENGINEER GLH Op ���i'� f� INSPECTIONS — 6 ARB d < DEPARTMENT OF FIRE & RESCUE = "� ALBE:RMARLE COUNTY SERVICE RUTH VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT & ixf 2 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 GLH Op ���i'� f� �'���,�� 0Es!cvEo BY: ENGTNE:ERS RU DRAWN BY: SURVEYORS TLB PROJECT: STONEFIELD ELD BUILDING Cl -1V FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO, COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. / DAT 9/19/11 DRAWING NUMBER: � g I PLANNERS IHR BY: TITLE: COVER SHEET C— 1 ic.7 0. .,..J AsSOCIATES HF1N SHEET NUMBER: FILE NAME. DISCIPLIINE: SCALE: DATE: L Y P 9 1 Po Box 4119 3040AVemoreSgjuareP1. Lynchburg, VA 24502 Ch�lolte9vne, VA, 22911 W WA NUMBER: Q L Phone: 434.3166`080I NassaPhoes.:34.9841.2700 208(j2Ej.44 026 C—®1. Jwry CJ LV 1. (J 7 �- : AS SHOWN V: N�A �+ � j'� 1 (J� �jol of 35 N0. �,. SHEET REVISION BY DATE NO. SHEET REVISION 8Y DATE 1► 0 _,; C) CL LLI C) 00 00 0 Z Albemarle Place PROFFER FORM Date: July23,2010 ZMA # 2008-003 Albemarle Place Tax Map and Parcel Numbers: 061WO-03.00-61,9AO, 061VVO-03-00-019130,061,WO-03-00- 02300, 061WO-03-00-02400, and 61WO-103-00-02500 64.694 Acres zoned Neighborhood Model District (NMD), and 0,3404 acres to be rezoned from Commercial (C-1) to Neighborhood Model District (NMD) Albemarle Place EAAP, LLC, a Delaware limited liability company, is the fee simple owner (the, "Owner") of tax map parcels 061WO-03-00-019AO, 06 IWO-03-00-019BO, 06 IWO-03-00-02300, 06iWO-03-00-02400, and 061WO-03-00-02500 (collectively, the "Property�'), which is the subject of zoning map alripnditiont application imniber ZMA 2008-003 known as "Albemarle Place Amendment." Pursuant to Sectioq 33.3 of the Albemarle County Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this proffer statement, which shall be applied to the Property if the rezoning is approved by Albemarle County. These conditions are proffered as part of therezoning and itis acknowledged that the conditions are.reasonable. The Albemarle Place project was originally approved by the CourityBoard of Supervisors on October 22, 2003 as ZMA 2001 -0,07, along with proffers from the prior owner dated October 22, 2003, and a Code of Development prepared byThe Cox Company dated October 15, 2003 (with pin, Exhi bit A to the Code of Development last revised July 8, 2010) (the "Code of Develo 11V), The Code of Development included Ali application plan (the "Application Plan"), The improvements. proposed for the Property are collectively referred to as the "Project." The term "Owner" as referenced, herein shall include within its meaning the owner of record and successors in interest. The terin "Application Plan" refers to Exhibit A. , The term "Code of Devolopnient" refers to Exhibit B. These proffers amend and.supersede the proffers accepted in conjunction with the approval of ZMA 2001�007. The headings, of the proffers set forth below have been prepared for convenience or r0forence, on ly and shallnot control or affect the meaning or be taken as attinterpretation of any provisions of the proffers, 1. -Phasing of Albemarle Place Improvements: The Owner shall phase developmentof the Project as follows: A. Phase I: Phase. I of the Project shall be composed of Blocks A, B, C and D as shown on the Application Plan, and as shown in more -detail, on Exhibit A- I attached hereto C'Phase 1 "), and shall include street and utility improvements to serve the planned building improvements contained within Phase.. l.. As part of Phase 1, the Owner shall design and construct Albemarle Place Boulevard (also known as Fourth Streevcedar.ffill Road) ("AlbemartePlace Boulevard") from Hydraulic Road to the point whereAlbomarle Place Boulevard connects with the new planned western entrance to the, Sperry Madriefacifity. in the location showrion. the Application Plan, and as shown in more detail on Exhibit AVI. This first phase of Albemarle Place Boulevard shall include all supporting utility ii-drastructure Oil such street, and shall be comp I leted prior to issuance of a final certificate of occupancy for any buildings within , Blocks.A,,B,CaiidD. Construction of the first pliascof Atbemarlc� Plaoe:Boule-vard shall be deemed complete when it i's constl� noted in co formance with the plans approvcd by the Virginia Department of Transportation ("VDOV�) and the County Engineer has approved it for vehicular travel. No more than three hundred seventy thousand (370,000) square feet of commercial space and one hundredseVenty (170) dwelling units may be constructed witbintbo Project until the remainder of Albemarle, Place Boulevard 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 Paragraph. IA, the Owner shall be permitted to utilize portions of the Phase 2 land (as shown on Exhibit I - A) for the installation of infrastructure to serve the Phase I building improvements to be constructed in Blocks A, B, C and D, B.. Phase 2: Phase 2 of the Project shall be composed of Blocks E, F and G as. shown on the Application Plan and as shown in more.detail:on Exhibit A�l �'Phase 2"), and shall include street and utility improvements to serve the planned building improvements contained within PbasQ 1 As part of Phase 2, the Omier shall design arid construct Albemarle Place. Boulevard from the pointwhere it connects with the new planned western entrance 10 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 Plan and as shown, in more detail on Exhibit A-1, This second phase ofAlbomarle Place Boulevard, shall include, all supporting utility infrastructure on such street and shall be completed prior to issuance of a final certificate of occupancy for any buildings within Blocks E, F and 0. Construction of the second phase of Albemarle Place, Boulevard shall be deemed complete when. it is constructed in conformancewith the plans approved by VDOT and the County Engine& has approved it for vehicular travel, Notwithstanding anytiling to the contrary contained in this Paragraph I B, the Owner shall be permitted to utilize portions of the Phase 2 land (as shown on Exhibit I -A) for the installation of infrastructure to serve the Phase I building improvements to be constructed in Blocks A, B, C and D_ C, Landscape improvements and associated strectscape improvements to serve the planned buildin improvements contained within each block shall be reviewed at th time, of final site plan review for each block, The Project shall have a consistently designed and planted streetscape along Route 29 and Hydraulic Road. 2. Community Development Authority Participatiow Upon request by the County, the Owner shall petition for and consent to all tax map parcels� used for non-residential purposes participating in a Community Development Authority ("CDA") established pursuant to Section 15.2-4142, ot sect, of the. Code of Virginia ("Code) to be created for the purpose of implementing Route 29 regional transportation improvements, including bill not limited to transportation improvements within the "Sopor Blocle' (the geographical area bounded by Route 29,.14ydraulic Road, Comnionwc4ilth Drive, and Greenbrier Drive) and intersectional improvements associated therewith, 3. Cash Proffer for Route 29 Regional Transportation.- The Owner will. make a cash contribution to the County for the MPO/29H250 Phase 2 Route 29 regional transportation study in the amount of One Hundred Thousand Dollars ($100,000.00). The cash contribution shall be made by the Owner within difity �30) days upon request by the County,, This proffer has been satisfie& 4. Cash Proffer for City of Charlottesville Traffic Calming Improvements: The Owner shall contribute Ten Thousand Dollars ($10,000.00) to the City of Charlottesville for the construction by the City of traffic calming iniproveme I nts on Swanson I�oad, Cedar Hill Road arid other City streets intersecting Hydraulic Road iii the vicinity of Albemarle Placei The cash contribution shall be made by the Owner within thirty (30) days upon request by the City, If the traffic cahning improvements are not implemented by October 15, 2007, all unuxponded funds shall be refunded to the Owner. The City constructed the, traffic calming improvements, arid 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 eveTreceivedby the City. Upon evidence of, prior payment of such funds that. is satisfactory to the County, the requirements, of this Paragraph 4 sliall be deerned satisfied. In the 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 niadeno sooner than April 1, 2011, At the time such. funds are delivered to the City,, the Owner shall provide notice of such payment to the County. 5, Cash Prof -Ter for Charlottesville Area. Transit �'CAT") Commercial Corridor "Jitney Service": Upon. the request of the County, the Owner shall contribute Twenty Thousand Dollars ($20,000�00) per annuin or all amount equal to twenty percent (20%) of the annual operating aind maintenance costs, whichever is less, for a period nottoexceed five years for operating and/or maintaining a dedicated "jitney bus" servicei to retail commercial dovelopmeiftts,, includin Albemarle Place, along the Route 29 Corridor. If the CAT "jitney 1 9 service" is not placed into operation by the date of issuance of the first occupancy permit for a commerodat building in Albemarle Place, then the Owner shall contribute SevenTbousand Dollars ($7,000.00) per annurn, for a period not to exceed five years, to CAT for costs associated vith operating existing CAT bus routc(s) that provide sciv ice to Albemarle Place, 6. Cash Proffer for Capital Improvements: The Owner shall contribute One Million Five Hundred 'Thousand Dollars ($t,500,000,00) (hereinafter referred to as the "Total Contribution") to the County forthe. purpose of fiinding capital improvements related to Albemarle Place. The contribution shall be paid as.follows: (a) Three Hundred and Seventy Five Thousand Dollars ($375,000.09) shall be contributed to. the County within thirty (30) days after Ithe first fwal site plan or subdivision plat containing residential dwelling units is approved feor Albemarle Place; (b) an additional Three Hundred and Seventy Five Thousand Dollam($375,000,00) of the total contribution shall be coiAtributed to the Covirity prior to the issuance of a ecrtificate of ocoupaney for the first residential dwelling unit in Albemarle Place, and (o) the remaining Seven Hundred Fifty Thousand Dollars ($750,000,00) of the, Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000.00) per residential dwelling unit at the, time certificates of occupancy are issued for the first two hundred fi. I fty (250) dwelling units. No additional contribution shall be required for the next two hundred fifty (250) dwelling -units; If, five (5) years from the date of approval of the first final site plan or subdivision plat for residential dwelling units, the Total Contribution has not been folly paid, the balance of the Total Contributionsliall be contributed to the County within thirty (30) days upon request by the County. If this fund has not been exhausted by the County for the stated purpose within five (5) years fkom the date the last contribution is made, all unexperided funds shall be refunded to the Owner, In addition to the foregoing, after building perruit�; have been issued for the first five hundred (500) dwelling units within Albemarle Place, the Owner shalt pay to the County Three Thousand 'Dollars ($3,000.00) prior to the issuarice. of a building permit for each new resident! al,dwel4hig unit thereallm 7. Construction of Frontage improvements on Route 29 and Hydraulic Road., At its expense, the Owner shall plan, design, bond andconstruct travel lane improverlients to be dedicated for public use on its Hydraulic Road and Route 29 frontage, The design shall be ,submitted 'with the first site plan for the initial phase of Albemarle, Place, The subject fro litage inaprovements are depicted by Exhibit F, "Short Term Route 29 Transportation Improvements," The County may require these improvements to be com pleted as a prercquisitf2 to the issuance of any certificates of occupancy. The construction of the subject improvememis shall be, deemed completewhen they are constructed In conformance, with. the plansapprowed by YDOT and Opened to public use as approved by VDOT. 8, Constractilon of Of&Site Improveracut$: Upon request by the County or as provided herein, the'01,vner shall plan, design, bond and construct off-site transportation improvements in the County arid the City, as depicted on Exhibit F, "Short Terill Route 29 Transportation IniprovemQnts" If tile improvements are required to be construpted, the Count Y may require. these Improvements to be completed as a prerequisite to the issuance of any certificates of occupancy., Construction shall be deemed complete when the improvements.are constructed in corifOrm;ance 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 tho Tlydraulic. Roftd/Route 29 Intersection. The engineering, plats and constructioi,i documents for off��sitc improvements in the County shall be submitted with. the first final site plan for Phase I of Albemarle Place. B, Off-sitt- Improvements in the City at the Northeast Quadrant of the Hydraulic RoadfRoute 29 lntcr�ectibn (numbered items 4 and 11 on Exhibit F), The Owner shall submit the engineering, plats and construction documents (the "Plans") for the improwernents in the City of Charlottesville to the City of Charlottesville within sixty (60) d I ays alfter the first final site plan fox Phase I of Albemarle Place. is submitted to the County, The Ownev shalt diligently pursue� approvat of the Pfans in tile City. If the City does not approve the. Plaris within six (6) months after the first final site, plan for the first phase of Albornade.Place is Approved by the County, the, Owner shall not berequiled by this proffer to com�r=t any improvements for which. approvals have not been obtained. The Owner shall not be required by this -proffer to acquire- or otherwise. pay for right of way in the City for these improvements, If the, improvements are required to be constructed, the Owner shall complete coristrwetion of the improvements for which right of way is available within twelve (12) vrionflis, after the issuance.of the first certificate of oc.cupancy within Albemarle Place, Construiclion shall be deeined complete when the improvements are constructed in, confoTmiance with file plans apptoved by YDOT and opened to public use as approved by VDOT,. This: Pairagraph 8(B) is subject to the terms, of Paragraph 14, "Substituted Transportation % Rieservatiom and Dedicatlon� of land for Regional Route 29 and Ilydnillie Road. Intersectloin Improvements., The Owner shall :reserve for the future dedication to the Commonw(calth of Virginia certain land on the Property in the, County for certain short-term fransportaflion improvements for the RQ­otc �9 and Hydraulic Road intersection (the "Short -t Term Routce.29/flydraulic Road. Improvements") as follows: (a) the land shown as "Parcel A 6,511 SY"' on the. plat (if Kirk Hughes and Associates dated March 3, 2009) last revised M�arch 25, 2�010, which plat is attached hereto as Exhibit 11, and (b) any portions of. the parcels sho)wn is "Parcel One Future Right of Way 1, 11 1 7 S.F.," "Parcet Two Future Right of Way 9,079� S.R� " "Parcel FourFuturo Right of Way 1,660 S.F.," and "Parcel Five Future Right of Way 790 S.F,," on the Official Map adopted by the Count), on. December 2 ' 2009, a copy of WInich Official Map is attached hereto as Exhibit 1, that are required by VDOT for file short-Irerm Route 29/Hydraufic Road Improvements (collectively, the "Short -Terni Improveme,,rits Dedication Area"), provided, however, that the, subdivision plats dtpictin the 9 Sbort"Ternii Improvements Dedication. Area ate subject to final approvall by the County Deparbrivritt of Community Development arid that the precise boundaries arid size of the Short-Tetmi Improvements DedicationArea may be adjusted accordingly, The Owne,-r shal.1 dedicate the Shon-Torm hirprovements Dedication Area: to the Commommealth of Virginia in fee simple by October 1, 2010, or within thirty (3 0) days after the Count,,y approves the subdivision plat necessary to dedicate the. Short -Term Improvoinetrits Dedication Area, whichever is first to occur, In addition to. thededication of the. Short-17orm improvements Dedication Area., the Owner shall dedicate and convey all necessary dirahiage and'.construotion. casements fbi, flip, Short;-Terin Route 29/Rydraulie Road Improvemenus. If the Short -Ter -m Improvements Dedicatio n. Area is not dedicated and conveyed ais part of a subdivision p lat, the Owner shall pay all costs of surveying arid preparing l(egal documents in a form acceptable, to the, Office of the Attorney General necessary t(D dedicate and convey the Shart-Terin Improvements Dedication Area land, After dedication and until the subject regional transportation improvernonts are funded for B. Owner at its expense shall engineer, bond and construct traff lc signalization construction, the Owner sliall, at the request of the Counity, and with, the consent of the improveirlents at the intersection of Albemarle Place Boulevard and U,S, Route 29, The Commonwealth of Virginia, maintain the Short -Term Improvements Dedication Area, larld traffic signalization improvements at this intersection shall be constructed when the County until requested by the County to no longer do so provided Itho Owner is gtanted the right to or VDOT request installation of such, but in any event prior to the issuance of a certificate of the exclusive use of the land for landscaped open space, a jpocket park, temporary parking, occupancy for any building in Blocks E, F or G, provided that such signal is warranted by the fencing, signage, utilities or other purposeas may be approv(Qd with the:, final site plan for the, traffic volumes or is othetwise approvcd by VDOT, provided that such signal is warranted by first phase of Albemarle Place. Upon being requested by thie County to no longer maintain the traffic volumes or is Otherwise approved by VDOT. the land, the Owner shall cease all use, of the land andrernowe all improvements established by the Owner that The County requests be removed. 12. Comaionivealth Drive Connection: Upon demand of the County, but no earlier than the. issuance of a building permit for any building within Block F, the Owner shall reserve right - In the event that the adopted design for future public intersection Improvements does not .require the utilization of all of the Short -Term Improverneilts Dedication Area land, upon the Owner's request, the residual portion of the dedicated land s3batl be transferred to the Owner at no expense to the Owner. The deed(s) of dedication fbir the Short-Terva Improvements Dedication Area may provide for such conditions. 10, Reservation and Dedication of Additional Land for R?oute 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve f6r:ftiture dedication to the County, subject to theconditions. herein below, certain additional lan(d on the Property for the right o I f way for future Hydraulic Road and Route 29 related regionial transportation improvements (the "Long -Term Route 29/1-lydr4ulic Road Improvements")) as follows: (a) the area shown as "Parcel Al 1,432 S.F!' on Ex ' hibit H; and (b) any po.rtions� of the parcels shown on Exhibit I that were not previously dedicated to the Comnionwealthi of Virginia for the Short-Torm Route 291Hydraulic Road Improvements pursuant to the Panagraph 9 heroin (collectively, the: "Long-Torm Improvements Dedication Area") provided, ho)wever, that the subdivision plats depicting thoLong-Term Improvements Dedication Area are,, subject to filial approval by the County Department of Community Developniont.and that (lite precise boundaries and size of the L&g-Term Improvements Dedioation Area may be adjusAed accordingly. The Owner shall dedicate theLong-Terni Improvements ]Dedication Area to the County within, ninety (90) days after the County's request f6r such dedication, and such dedication .shall include the dedication and conveyance of all nccesmry drainage and construction easements for the Long -Term. Route 29/1-lydraulic Road Imiprovements. If the Loiig-T,��rni Improvements Dedication Area is not dedicated and convey,ed as part of a subdivision plat, the Owner shall pay all costs, of surveying and preparing legal docutrients in a form acceptable to the County Attorney's Office necessary to dedicate And convoy the Long -Terni Improvements Dedication Area. Until the Lolig-Term Impxoy.onients Dedication Area landl is dedicated, the Owner shall maintain the land and shall retain the right to the exclusiv , use V of the, land for landscaped open space, a pocket park., temporary parking, fencing, utilities o]r other purposes as -may be, approved with the, first final site. plan for Phase I of Albernarile Place, The conditions or, the subject reservation and dedication, shall] be as follows: (a) In the event that the adopted design for future public, intersection improvements does not requite the.utilization of all of the Long-Terin Improvements Dedication Area land, upon request of the Owner the residual portion shalt be released by the County from the reservation or, if the land has boom dedicated, upon request of the Owner title shall be transferred back to, and for the use of, the Owner at no expense to Owner, '111 e,docd(�) of dedication for the Long -Terni Improvements Dedication Area may provide for such conditions, (b) The design and construction of the Long -Term Route 29/Flydraulic Road Improvements shall substantially maintain. the access, function, and contilmlity of. ser�4ce of tile planned intersection of Swanson Road (Extended) and existing ll,,ydraulic Road into Albemarle Place at the tovation of the existing Swanson Road and Hydraulic Road otherwise, this proffer becomes null and void. it. Signalization of llydraulic Road. And Route 29 Interswtions: The Owner shall be responsible for trafflosignalization improvements as follows: A. The Owner at its expense shall engineer., bond, and construQt traffic, signalization improvements at the intersection of Albemarle Place Boulevar<3 and. Hydraulic Road� The traffic signalization improvements at this intersection shall be, constructed when the County or VDOT request installation of such, but in any event prior to ithe issuance ofa certificate of occupancy for any building in Blocks A, B, C or I), provided thiat such signal is warranted by the traffic volumes or is otherwise approved by VDOT. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/1 1 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19/11 L_ No, SHEET REVISION I BY DATE No. SHEET REVISION BY DATE �X"TH OP '110 1AC,. INO. I Z/0 C) A N A L of -way along the northern edge of the parking lot in Block F of the Property for a fiAture street connection to Commonwealth Drive throughthe "Coindial. Property" (TM 61 W-3-18). The ftiture connection will. be a two lane facility, Upon the request of the County, the Owner shall engineer, bond and construct both the on- site and the off-site portions of the connection to Commonwealth Drive on the "Corridial Propesty" provided that casements and acquisitionof right-of-wayas may be necessary for such construction for the connection through offsite properties for this improvement have been granted at no cost to the Owner, and the request for such connection through the off-site prope,�Ay is made by the County prior to October 1.5, 2020, Upon the request of file County� the connection.shall be completed by tile Owner within twelve (12) months from the date of satisfaction of the conditions as set forth above, 13, Other "Super Block" Street Connections: The Owner shall reserve land and grant construction and permanent access easements or right of way at no expense to the County for the purposes of ftiture construction (by others) of ititer-parcel street connections within the "Super Block." at the following ) I ocations; First Street (to west to Commonwealth Drive), second Street (to west to Coninionwealth Drive), Third Street (to west to Commonwealth Drive), Cedar Hill Road Extended (in Block F north to "Coradial Property"), Fourth Street (between Blocks F and G north to "Coindial Property"), Swanson Road Extended (to north to "Sperry Property") and at two Additional locations into Sperry Property, The locations for casement or right of way rese",ation and dedication ore as generally depicted on Exhibit A arid labeled thereon as "Future Extension," Those easement or right of way -locations shall be identified, platted and dedicated at the request of the County in conjunction with subsequent site plan applications for Albemar , to Place. 14, Substituted Transportation Improvenients. A. In lieu of constructing the improvements -referenced in Paragraph 8(B) heroin, which .Paragraph 8(B) refers to certain off-site improvements in the, City of Charlottesville at the northwest quadrant of the Hydraulic, Road/Routc 29 intersection, and also Other improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which improvements are collectively hereinafter referred. to as the "Paragraph S(H) Improveri-ients", the Owner may elect, in its sole discretion, and on the terms andconditions contained in this Paragraph 14, to contribute cash to the City for certain transportation improvements in the City known.as the �'Rtc, 29/250 Bypass Interchange Improvement Project" identified as VDOT and City project number 0029-104-248 (the "Substituted Improvements project,.*,). B. In the c�vent the Owner elects to contribute cash toward the Substituted Improvements Proje,ct (the "Owner's Contribution") in lieu of constructingthe Paragraph 8(B) Improvements, the following terms shall apply: 1, The Owner shall.notify the County's Director of Community Development (the "Director"),in writing of its election Nvithm sixty (60) days after theapproval of the first -final site plan.for Phase 1 of Albemarle Place (the "Notice"). The Owner shall also sond a copy of the Notice to the City Development Services Manager at the same. time it is sent to the Director. Z Tile 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. 3, The amount of the Owner's Contribution to the So I bstituted Improvements Project :shall be subjeot to a written Agreement between the Owner and the City (the "City Agrc(-,ment'), Within ten (10) days after fall execution of the Ci tyAgreement, the Owner shallprovido a copy of the City Agreem ent to the Director. 4. Within six (6) moriths. 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 of the 0)wner's Contribution to the City in the amount, Of One Million Dollars ($1,000,000.), less any arinounts credited by the City and VDOT to the Owner for planning and design work (on the Paragraph 8(B) Improvements (the "Net Contribution"), The ITN�ct Contribution may, be in the form of cash or a letter of credit issued by a bank approved by the City, or a combination thereof, The City Agreement shall. set forth the terms of and schedule for draw down ofthe Net Contribution. 6. Notwithstanding the provisions of Paragraph 14(11)(5) herein, upon the City's receipt of the Net Contribution, the Owner shall be relieved of any obligation to construct the Paragraph S(B) Improvements. WIINESS the following signature: 5. In tile cvQnit that the Substituted Improvements Project is terminated, or bas.not otherwise been cminpleted (as described herein) within thirty-six (36) months after the City receives theNet Contribution (which thirty-six (36) nionth period may be extended by nititual agreementt of the Charlottesville City Manager and the Albemarle County Executive), and upon the City,'s refunding of the Net Contribution to the Owner pursuant to the City Agreement, the O�wrlcr shall forward funds equal to Five Hundred Thousand Dollars ($500,000) to the County for funding transportation improvements in the vicinity of the U.S. Route 29/Hydraullic Road intersection identified in the County's Capital Improvements 7617826_9_D0C Program, In the ewent such funds have not been expended by the County for t1w stated purpose within tem (10) years from the date the funds were contributed to the County, all unexpended funds, shall be refunded to the Owner, Construction of the Substituted lniprovtment,� Project shall be deemed complete when the improvements are accepted by the appropriate pubJic� entity or are bonded for the entity's acceptance. Wlow ENGIMEERS SURVEYORS un PLAN_�'�ERS AssoCIATES!'i PO Box 4119 3040 Avemore 'Squue P1. Lynchburg, VA 24502 Ch�loftesville, NVA 22911 Phone: 434.316.6080 Phone: 434.W84,2700 wwlv.wwassociates.net PROFFER AMENDMENT August 13, 2010 Williams Mullen � Valerie Long 321 E Main Street Suite 4.00 Charlottesville, VA 22902 ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability. company McLean, President RE: ZMA200800003 Albemarle Place TAX MAPIPARCEL: OBIWO-03-00-019AO,061WO-03-00-019BO,061WO-03-00-02300,061WU- 03-00-02400, 061WO-03-00-02600 Dear Ms. Long: The Board of Supervisors approved the above referenced rezoning application on August 4, 2010 subject to the attached proffers dated July 23, 2010 and thea�mended Table of Perm ittedlProh ibited Uses by Block (Appendix A to the All�emarle Place Code of bevelopment), dated July 8, 2010. Please refer to these documents for any future applications and requests on this' property. The Board of Supervisors also approved the three modifications of the requirements of Section 4.15, Sign Regulations in the Albemarle County Zoning Ordinance'as follows: I. Use of Section 4,15.13 Highway Commercial (HC), Planned Development Shopping Center (PDSC) and Pianned L)evelopment Mixed Commercial (PDMC) sign regulations rather than those required by Section 4. 15A I NeIghborhood Model L)istrlct; 2. Off-site signs by -right rather than by special use permit as otherwise required per Section 4,15.5 W (1) ; 1 An increase in the max[murn height of wall signage fi rom 30 feet (per Sectioy) 4.15.1 1)to -58 feet, subject to the following condition - Wall signs may be allowed up to 58 feet ip heigh�- however, any sign over 30 feet shall be subject to the approval of fl7e ARB or the Design Planner, as to placement and illumination. Itis possible that a proposed wall sign over 30 feet may not be allowed to bs, illuminated at the proposed height or that it may have to be reduced in height to provide a n7are appropriate, placement on the building, -Please be advise.d1hat although the Albemarle County Board of Supervisors -took action on the project noted above, no uses on the properiy 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 requirements of the CODE OF DEVELOPMENT; EIPProval of and compliance with a SITE PLAN; �nd approval of a ZONING COMPLIANCE CLEARANCE, DESIGNED BY: PROJECT: SET REV. NO. RU STONEFIELD 1 2 DRAWN BY: BUILDING C I -IV FINAL SITE PLAN TLB ALBEMARLE COUN7Y, VIRGINIA DRAWING NUiVBER.- D)HR B Y: TITLE: PROFFERS C-2 HFW SHEET NUMBER: WWA NUMBER: FILE WiVE: DISCIPLINE: S CA LI E�: D�ATE: CIVIL HIS �HOW�N 2 of,35 208026.44 802644C-C-02.dwg V.- NIA 6120111 o, 3 Q N 0 I U I U d' `r to 0 00 /' iii 3 a i•�y�, Z g CL i_ r(� C1 'V I V ,moi- N 0 00 0 N . / U U C? Q a� L v E a) -0 Q Z 0 00 0 N E5 Al BEMARLE PLACE WAIVERS AGREEMENTS AND CLARIFICATIONS• ADOPTED BY THE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01-07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # Oi8-003. 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 A\N EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b)• 4.3 (a&b) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a&b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6,1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TOI 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 THIE 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, DECLARATI©N OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE COUNTY ATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD -TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES BALCONIES CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAY APPROVE VARIATIODNS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IN SECTION 8.5.5.3(b). 4.15.5(x) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(x) OF A SPECIAL USE PERMIT FOR OFF-SITE SIGNS IS WAIVED. OFF-SITE SIGNS WILL BE ALLOWED BY -RIGHT. 5. D ZONING DISTRICTS: 4 1 11 REGULATIONS APPLICABLE IN THE PUD DCD AND NM IT TH E ND RE P LA CED W H 1. THE RE DIRE N OF EC 0 FO WAIVED A ) Q MET S TI N 4 15.11 R SIGNS ARE EVELOPMENT SIGN G IAL H C PLAN NE D D _ RE ULATIONS IN SECTION 4.15.13 HIGHWAY COMMERC , I ED COMM ER CIAL PDMC . SHOP SHOPP G CE TE ED PMENT M X IN N R PDSC AND PLANK DEVELO ) E 30 2. THE RE UIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HE IGHT OF WALL SIGNAL OF Q 5 EET. FEET HAS BEEN CONDITIO LY REPLACED WITH A MAXIMUM SIGNAGE HEI GHT OF � F NAL THE COND TION IS H T OVER 30 FEET SUBJECT TO AR B APPIROVAL. I T A ANY SIGN SHALL BE 4.16 RECREATION REGULATIONS: HE E SECT 0 4.16 ARE MODIFIED AND THE AMENITIES AND T REQUIREM NTS OF I N REPLACED WITH IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENIT. 5.1.16 a& MI G GOLF & TENNIS CLUBS: e SWIM N , ) r E T 1 16 a&e A E WAIVED H THE S THS RE UIREMENTS OF S C ION 5. R AND REPLACED WIT AaMENITIE Q 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 AIND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 32.4.1 PRELIMINARY C ONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEAT ER 1 PARKING RE UIREMENTS SPECIFIED IN SECTION 4. 2.6. THIS DETERMINATION IS BASED Q NE W HIN E IXE US ON THE CURRENT LOCATION OF THE CI MA IT TH M D E TOWN CENTER AREA. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/ 1 1 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19/1 1 N0. SHEET REVISION BY I DATE I NO. °v' #10 - Allowance of Stonefieid I Blvd. as: the only road dedicated. to public use within the project is an } 11 1 £:. i. _. 5 option"permitted on pages 28 :and 29 of the Mode of Development under"Street Classifications" < s_ 1111_ 1111<. &.. and is subject to review under, applicable ordinance provisions, , r x fi , 1 E , ,•, , 'pi 1111 F , >s ci lig c#> -:SCD 1t $ jg:3 2 ti <I #1 1 -Allowance of right -in tugrn from southbound Rt, 29 into Black B. can bei granted consistent ti. i.' COUNTY OP ALBEMARLE with. the findings under Sectiom 8.5,5.3 (c.) as you have presented subject to County .9 :t{'a, MENIORANDUs+1 EngineerNDOT approval basetd on applicable traffic studies. i Js TO: Gerald Gatobu #12 - Modification of the. Blocklc D .and Biotic. E boundaries is granted s:onsistent with the findings ,,s.,.. s .......:t t. g under Section 8,5.5.3 (c.) as yoiu have presented and is permissible as depicted. 1- FROM: Wayne Cilimberg, Director of Planning i x<,Yv , ae, `T Y.F ._ .. :. ''} ... E < 1111 . y.. ..s , x. .. 1111 J 13l FR ] ?. 4 t :i titY t 3 4 _ F'1 #13 - Allowance of six (6) stony hotel as long as it is no taller than ninety (90) feet is granted _u: ,, 11,11, _ 11.11 1111 _„1111._ l r i tea.:,..::: i .. 7:.,..>,. .x., <'F'IF.<e „l4. Y .i,._ i y 1 .. o ~.,<,�1111.. .. .......:. 1111:. 3 . s DATE: May 16, 201 1 consistent with the findings under Section 8,5.5.3 (c.) as you have presented and is permissible as ... ...... 1,. ,. ,.. , ......., ,.1, 1111:,, .... .<:. ., ., a:..° 3 ,. .F depicted, 1111.. 1111 ,- is ,. RE: Albemarle Place (Stonefield) Preliminary Site Plan, March 21, 201 1 ^:i5 l ➢Y3� i .. ,. ._..._.....,.,.., .., ,. - °. ... .. , 1111 .», „ ! ........,....... E. <. �, 11 3 i .." #14 - Modification to allow foar 5' minimum sidewalks along exterior of rear of some buildings can ., ,.>,..:.., a 1111...' 1111 _ _...__.. ... 111,1,<.<:e 1111.. , }-, 1, ,. i s 1=. �. #ri.'-, 1111 a.. , >.x f6 a::.,. 1Fn, >. .'Sa.?C t ."x.,.{ t �' 5.,,, ,.t<C S,-1111 �.::. {: .._1,.a,.v..w.,...,......,:,..... ..__...._ ,.,...., .. 1111.,. ,: ,1111-1111,, : .,-. 9 ., .. :., <. :,, ., s,. .i , ..,r eu..., R.7 .., rY 1.' i"_nxs ... , x>a 1111 ,. 1111. <.. .,.:,�.. .,. i ,_ 1111. 11 ��<...,._...___..._._.__...:_._., .<: _.M.,...<.., 1111... ,.-1111,,,>, 1111.. , :.: ._ ,4 . - _:.1111._ ...:.,._.., ........ 1111. ,1111. be grannted consistent with then findings under Section 8.5:5.3 (c:) as you have presented subject to ,..:.,,.: y.,. d 3 ` °:, q <.. 1111 ,. y... :..,:.......:. > , : . , „a�.„ ,. d. 11 ,,. . - i a :: 1111_... .:....:....' ,..,....,. � no parking overhang onto sidmwalks in parking lots next to sidewalks. . ham i `*.' t 7Cs, Determinations Under Section B..5,5:3 :1' }> r t,.' . #15 - Changes to the width off the buffer area at the western edge of the project property to a ..y. 1111.. Section 8.5.5.3 of the Zoning Ordinance allows the Director of Planning to allow a site plan to vary minimum of 10' can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have .x;s, G.. 1l ,-i.> y#..g , from an approved general development plan or code of development in the Neighborhood Model presented subject to compliancce with the second paragraph on page i8 of the Code of '. �._, }} 1111 ,.:.... District if, among other provisions, the director determines that the variation is in general accord :Development under "Exterior landscaping and Visual Impact Mitigation" and any site plan £ °: .: x.:.` �. ;".: ,-.1,111 1111:-'$ ;s s'.-'4.. a.,.;,^,. r Y ,.! 2�,: n Y r x, f . a. ...-. t .:., E. :..'> b$ Y 1. "! ),I 7,. ':<.. �.,.4 a. S sa r. i4 with the purpose and intent of the approved application plan and code. The following is an analysis requirements that might be aplplicable, including screening of objectionable features, 11, 11,: i r \w. x>A. i .,. , a, , of certain features previously identified or currently being requested to vary from the approved -, 1111 ,,..:.n „ ,...,,,,.,:. .<. ..,,-1111., ... 11111111...:1111.. 11.1:1 11 11 .. :..,....•.. ,:,.k:.,. F77 Y`a , 4 3 y .. 9.. .. -.', S d application plan and code as they relate to the current site plan (dated March 21, 201 1). Features 511311 1 Variation Request: 1 C 1 t' ,: GX ,.. 1..1.11 1111_,. consistent with the,plan and code or variations allowable under Section 8.5.5,3 are so noted. . <.. 111-1 e , I: ,. . Replacement of North and Sowth New Main Streets between Buildings D I and D2 with a single x'. l'1 9 R ! >!:a v Gia .�,:. .I. .. to 1111. E i t F -Si 1111:.. '1111. .........::,.. - Theater Location and Relationship to Hydraulic Road (Previously addressed in 5125106 road is granted consistmtwithl the findings under Section 8.5.5.3 (c.) as presented and is permissible :'< ! , variation) as depicted. ..1.,... The proposed relocation of the theater from the southwest corner of the site to a location along Please note that development funder this request is still subject to ail other applicable zoning, site t `,L 1 77 ss.ti ,. Hydraulic Road east of Cedar Hill Road varies from the application plan that prescribes townhouses plan and building permit provisions and these variations do not supersede those requirements, i 1111..«1111 ,,. 1111; I:: ,, ._o. .:..�:..: along this portion of Hydraulic Road. The intent of the townhouses was to "activate" this edge of ,�i ¢\i ) 'F.:1,.'dii k4 ,: .,h,::: _....a the project and provide a visible transition from Hydraulic Road, an Entrance Corridor, to the back � 1 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 1111<..<..... :. t� e the townhouse units shown on the application plan, most particularly to the satisfaction of the ARB., 1111 < This is an allowable variation provided that all ARB conditions are complied with. 111 . , Second door Uses (Previously addressed in 5125106 Variation) .. ,., ..................,. .. The application plan illustrated uses on both the first. floor and upper levels throughout the project, yt.> 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, >. 1111.. .., _. Bloch AQ (Previously noted in 9126109 Advisory Comments) 1 Parking lots adjacent to Rt. 29 and Hydraulic Rd. in the initial plan are to be relegated (that is that it �� F.. than the front line of the buildings along the street) and/or screened • is. not any closer to the street to the satisfaction of the ARB. Blocic 13 (Previously noted.in 4128109 Advisory Comments) . Parking lots adjacent to Rt• 29 in. the initial plan are to be relegated (that 'is that it is not any closer to •the street than the front line of the buildings along the street) andlor screened to the satisfaction of the ARB. /Block C (Previously noted in 9128109 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above. Also, note that the Code of Development says minimum 2 stories (up to 5) except for restaurants, outdoor cafes and retail kioslas in Block C. Block. E Note 3112107 variation, if still applicable (attached). 412911 1 Variation Requests-, CODE OF DEVELOPMENT APPENDIX A AS AMENDED WITH ZMA #2008-003 WHICH #s 1, 2 and 3 - Changes to the location, design, layout, size and orientation of each plaza, civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have WAS APPROVED BY THE BOARD OF SUPERVISORS ON AUGUST 4, 2010. ss'b a P resented an are perms i e as d Dices __. 111.1. _ r. z:,,, t, : F ., $ F - -... . & x. R , � €. . � ::� ,t,1. , 1 . l ., 1,. 1i1 .� f �: t: .. : " a ,f. i, f.. lf...�.1 t�titt�I.f.l��i�4f�t�.1ti.���td�I�I�:�ii: 1111. ,,, ,,.,,,.. ..:..,.. .,. ,: _. 1111,:._ 1111.. . 1111..._, _.._ ._.. 1111 1111 __ .. 1111...:,., m: ..a t. ..'�^: 11' ;. %..1 . i �^ R . fl.l 4.3 ,®s..,,� , $' 1111 .. . <. _ _. i 1,. �,c l _ �t iso t.,f �f,€..111E, i¢1 �1.1a_�I�.l.>�. i�,�larsf. 4 �l> . _, � i.....� f . i f ,.. 1 , .. 1111, .. 1111.. .. .pt. 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Lynchburg, VA 24502 ChalotteMlle, VA 22911 Phone: 434.316.6080 Phone: 4:34.984.2700 rW anu.wwassocintes.net DESIGNED��Y. PROJECT: STL�NEFI ELD DRAWN BY: BUILDING C 1 -IV FiNAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA TITLE: DiHR BY: VARIATIONS AND ZMA AMENDMENTS HFW WWA NUMBER: FiLE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C_C-02A.dwg C1V1L H: NI SHOWN 0/20 ,e I I F _1111. -. P 1111.: 1., E a. 's �d td1.2.4t f d( SET REV. NO. 2 DRAWING NUMBER: C -.2A SHEET NUMBER: 3 cif 35 N b 0 I v �I �i- a- b OD 3 b s z EL LL -1 Q 1 U �t- b- cg 0 00 0 N a� U 0 i O cfl 0 N r E§ ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES: GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 DRANVN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL 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. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVEED, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY' IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE: PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOT STANDARDS AND SPECIFICATIONS. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 3. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THIE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO T -HE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9 (A, B, OR C). 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS 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. 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL ROR UNIFORM TRAFFIC CONTROL DEVICES AND VIRGINIA SUPPLEMENT AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTAILLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCEESS. 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE' DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. FEBRUARY 2011 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL COMPLY WITH THE LATEST VERSION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998, EXCEPT AS MODIFIED BELOW OR MODIFIED IN SPECIAL NOTES. 2. RWSA SHALL APPROVE ALL CONSTRUCTION MATERIALS AND METHODS OF CONSTRUCTION. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH RWSA PRIOR TO THE START OF ANY WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 4. RWSA ENGINEER (VICTORIA FORT AT (434) 977-2970 EXT. 205) SHALL BE NOTIFIED ]THREE BUSINESS DAYS PRIOR TO THE START OF CONSTRUCTION. 5. ALL WORK IS SUBJECT TO INSPECTION BY RWSA STAFF, NO TIE-INS TO THE EXISTING SYSTEM SHALL BE MADE WITHOUT COORDINATION WITH AND THE PRESENCE OF RWSA STAFF. INO WORK SHALL BE CONDUCTED ON RWSA FACILITIES ON WEEKENDS OR HOLIDAYS WITHOUT SPE=CIAL WRITTEN PERMISSION FROM RWSA. 6. FOR SANITARY SEWER LINE CONSTRUCTION: RWSA MAY REQUIRE BYPASS PUMPING FOUR TIE-INS TO THE EXISTING SYSTEM. ALL DOGHOUSE MANHOLES MUST BE PRESSURE -TESTED B4EFORE A CONNECTION IS MADE TO THE SYSTEM. 7. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS IS FROM DATA AVAILA'\BLE AT THE TIME OF DESIGN AND IS NOT NECESSARILY COMPLETE OR ACCURATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF THE LOCATION, SIZE AND DEPTH OIF ALL EXISTING UTILITIES, BOTH SURFACE AND SUBSURFACE. THE CONTRACTOR SHALL IMMECDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDIITIONS. THE CONTRACTOR SHALL USE DUE DILIGENCE TO PROTECT ALL UTILITIES AND STRUCTUJRES FROM DAMAGE AT ALL TIMES, WHETHER SHOWN ON THE PLANS OR NOT, DAMAGE TO ANY E=XISTING UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT N(0 ADDITIONAL COST TO THE OWNER. 8, EROSION! AND SEDIMENT CONTROL FACILITIES SHALL NOT BE PERMITTED IN THE RWSA EASEMENT WITHOUT SPECIAL WRITTEN PERMISSION FROM RWSA. NO GRADING SHALL BE PERMITTEED IN THE RWSA EASEMENT UNLESS PERMITTED OTHERWISE BY RWSA IN WRITING, 9. NO BLASTING SHALL BE PERMITTED WITHIN 100 FEET OF RWSA FACILITIES WITHOUT WRZITTEN PERMISSION AND RWSA APPROVAL OF THE BLASTING PLAN. GROUND MONITORING DURING BLASTING AND A PRE -BLAST SURVEY MAY BE REQUIRED. FOR BLASTING WITHIN 100 FEET OF ANY OPERATIVE RWSA SEWERLINES, BYPASS PUMPING AND/OR PRE- AND POST -CCN MAY BE REQUIRED. RWSA MAY ALSO REQUIRE CERTIFICATION FROM A LICENSED PROFESSIONAL_ ENGINEER STATING THAT THE PROPOSED BLASTING WILL NOT DAMAGE ANY RWSA FACILITIES. DANu1AGE TO ANY UTILITIES DUE TO BLASTING SHALL BE REPAIRED BY THE CONTRACTOR TO THE ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL OBSERVE MINIMUM SEPARATION REQUIREMENTS FOR UTILITY CROSSINGS, WHEN A CROSSING IS MADE UNDER AN EXISTING FACILITY, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE EXISTING PIPE. THE AREA OF THE CROSSING SHALL BEE BACKFILLED WITH COMPACTED 57 STONE TO THE SPRINGLINE OF THE EXISTING PIPE, 11. NEW WATER MAIN INSTALLATIONS SHALL BE PRESSURE TESTED, CHLORINATED, FLUSHED) AND HAVE WATER SAMPLES APPROVED PRIOR TO MAKING ANY PERMANENT CONNECTION TO THE PUBLIC WATER SYSTEM. APPROVED METHODS OF FILLING AND FLUSHING NEW WATER MAINS WVILL BE REQUIRED TO PREVENT ANY CONTAMINATION OF THE PUBLIC WATER SYSTEM. 12. ALL EASEMENTS FOR NEW RWSA FACILITIES SHALL BE RECORDED PRIOR TO PLACING TfHE NEW FACILITIES INTO SERVICE. 13. NO PERMANENT STRUCTURAL FACILITIES WILL BE PERMITTED IN THE RWSA EASEMENT. THIS INCLUDES BUILDING OVERHANGS, RETAINING WALLS, FOOTERS FOR ANY STRUCTURE, DRI,AINAGE STRUCTURES, ETC. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. N0. I SHEET REVISION DAT 8/29/11 DAT 19/19/11 BY I , DATE I NO. ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1 -800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEAD-END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. WW ASSOCIATES GENERAL NOTES: GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION, 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS, IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 240 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 PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 13. 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. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE, CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF-SITE= OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE CORPS OF ENGINEERS AND/OR VA DEPARTMENT OF ENVIRONMENTAL QUALITY. 7. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF CONSERVATION AND RECREATION (DCR). CONTACT DCR - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 786-1712, EMAIL ADDRESS: SWMESQUESTIONS®DCR.VIRGINIA.GOV SHEET REVISION I BY I DATE GENERALL NOTES LEGEND EX SYMBOL LEGEND MISCELLANEOUS NOTES ACCESS EASEMENT LINE BENCHMARK TO [PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO �>Jl POST INDICATOR VALVE BUSH 1. THE: PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X", AREAS 0 --_--> ----> ----- -> - - -- OUT.`SIDE OF THE 0.2% ANNUAL_ CHANCE FLOODPLAIN, AS DETERMINED BY THE it ELECTRIC BOX ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND UNITTED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN) 68,320: CONC. CURB & GUTTER MAIMTAINED. ON THE FLOOD INSURANCE RATE IVIAP (FIRM), COMMUNITY 510006, PANEL SIGN FIBER OPTIC LINE MARKER D NIJOBER 0278-D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. STORM INLET FILL CAP 2, THIS PROPERTY IS SERVED BY PU13LIC WATER AND SEWER THROUGH THE CENTERLINE OF STREAM/RIVER FIRE HYDRANT TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE! ALBEEMARLE COUNTY SERVICE AUTHORITY, TELEPHONE BOX FLAG POLE 3, THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO 01 GAS VALVE - -- -- --- CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS G 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS OWNJ SATISFACTION, TRAFFIC CONTROL BOX GRATE INLET 4. THIS PLAN ENCOMPASSES THE: FOLLOWING PROPERTIES TMP 61W-3-23, TMP 11 GUY POLE FROM PUBLIC WATER MAINS AND SANITARY SEWER. 61 WI -3-24, TMP 61W-3-25, TMP 61W -3-19A, TMP 61W -3-19B, TMP F- GUY WIRE CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN 61 W(-3-19 TREE GUARD RAIL ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. i UTILITY GUY POLE HANDICAP PARKING. 5. ALL PARCELS ARE ZONED HMD UTILITY POLE (KHA) MINOR CONTOUR CONIFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. O H E I o HVAC 6. HORIIZONTAL DATUM: NAD -83 UTILITY POLE (WWA) 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION VERITICAL DATUM: NAVD 88 WATER HYDRANT LEFT TURN 192E6 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. DUCTILE IRON PIPE SFM - -- LIGHT POLE 7. EXIS)TING TOPOGRAPHY FOR THIS SITE IS BASED ON AERIAL SURVEY BY AIR WATER METER 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL SUR4VEY, CORP, STERLING, VIRGINIA, 1/28/96. THE STANDARD DEGREE OF SANITARY SEWER LATERAL MAILBOX BE IIN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE ACCIURACY ASSOCIATED WITH THIS TOPOGRAPHIC SURVEY IS PLUS OR MINUS C(J MANHOLE AUTHORITY'S GENERAL_ WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANYi',l 1 VERTICAL FOOT. THE CONTRACTOR SHALL PROVIDE THE ROUGH GRADES WATER VAULT - UG -1 AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. DELIINEATED ON THESE PLANS, WITH STATED EXISTING GRADE DEGREE OF UGU UNDERGROUND TEL, COMM. ACCLURACY, AT NO ADDITIONAL COST TO THE OWNER, YARD HYDRANT 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. W MAY VARY FROM MONITORING WELL GENERALL NOTES LEGEND DESCRIPTION 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER 0 ACCESS EASEMENT LINE - TO [PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO �>Jl POST INDICATOR VALVE - THE BUILDINGS OR STORM INLETS, BOUNDARY LINE 0 --_--> ----> ----- -> - - -- CENTERLINE OF DITCH RIGHT TURN 2. ALL STREETS OUTSIDE PUBLIC RIGHTS-OF-WAY ARE TO BE PRIVATELY OWNED AND 0° 68,320: CONC. CURB & GUTTER MAIMTAINED. 0 SIGN 68,320: fl D -- - - -- STORM INLET 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, -, CENTERLINE OF STREAM/RIVER 0` 0 TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE! 01 TELEPHONE BOX 0 AND/OR PAVING. DIRT ROAD 01 68,320 0 - -- -- --- I TELEVISION BOX 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS Z TRAFFIC CONTROL BOX 0 0. WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION 0 FENCE * FROM PUBLIC WATER MAINS AND SANITARY SEWER. 01 TRAFFIC SIGNAL POLE 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN D TREE GUARD RAIL ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. i UTILITY GUY POLE 6. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONTROL POINT UTILITY POLE (KHA) MINOR CONTOUR CONIFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. O H E OVERHEAD ELECTRIC LINE O H E DEMO -0- UTILITY POLE (WWA) 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 4- WATER HYDRANT ON CENTER 192E6 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. DUCTILE IRON PIPE SFM - -- SANITARY FORCEMAIN -- -- SFM ------ -'J WATER METER 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL DRAWING SANITARY SEWER LATERAL PLANTED STONE FOUND BE IIN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE STORM SEWER PIPE WATER VALVE UGE AUTHORITY'S GENERAL_ WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANYi',l /i WATER VAULT - UG -1 AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. UGT UGU UNDERGROUND TEL, COMM. (D YARD HYDRANT 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. W MAY VARY FROM THOSE SHOWN. WATERLINE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED, 6-1I i YARD INLET 10. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCFHES, 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 LENT CO Q NSTRUCT ION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. 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 SURF -ACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT OUTLET OR PIPINIG TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 12. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONN ECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGIINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCUJRATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 13. ALL [PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONF=ORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. 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. 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEAF:RING, GRADING OR OTHER CONSTRUCTION, 16. ALL SLOPES AND DISTURBED ARES ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE I MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAUNABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALL ]TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE "VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES". 18. ALL EEXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANEDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENNSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWIINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRZECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH) INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIRR OWN RISK AND EXPENSE. "TCH 0P PR. SYMBOL LEGEND FIRE HYDRANT Fiffil GRATE INLET & HANDICAP PARKING LEFT TURN I(S SANITARY SEWER MANHOLE 0 STORM SEWER MANHOLE (a PEDESTRIAN LIGHT 0 STREET LIGHT RIGHT TURN SIGN P_ -j STORM INLET (0 TREE EBWATER METER WATER VALVE 1WV WATER VAULT E U; YARD INLET DOOR EX LINETYPE LEGEND DESCRIPTION SFM SFM 0 ACCESS EASEMENT LINE - - ADJACENT BOUNDARY LINE SRL - - BOUNDARY LINE 0 --_--> ----> ----- -> - - -- CENTERLINE OF DITCH 0. 0` 0 CONCRETE 0° 68,320: CONC. CURB & GUTTER 0; 01 0 0 68,320: fl D -- - - -- CENTERLINE OF ROAD ---- - --- 0 00 BOTTOM OF WALL CENTERLINE OF STREAM/RIVER 0` 0 BLOCK GROUP 1 TOTAL 01 DEMOLISH OR ABANDON 0 0 0.1 DIRT ROAD 01 68,320 0 - -- -- --- 0i EASEMENT 00 0° EDGE OF PAVEMENT 0 0 0. SITE PLAN TOTAL 0 FENCE * * # 01 GAS GASLINE GAS CLEAN OUT MH GUARD RAIL CONC CONCRE-TE 400 NORTH BOUND LANE MAJOR CONTOUR CONTROL POINT - - - MINOR CONTOUR CY O H E OVERHEAD ELECTRIC LINE O H E DEMO OHU OVERHEAD UTILITY LINE 0 H Ul DIA DIAMETER RIP -RAP ON CENTER DIP DUCTILE IRON PIPE SFM - -- SANITARY FORCEMAIN -- -- SFM ------ DISTANCE SAF! SANITARY SEWER LINE SAM DRAWING SANITARY SEWER LATERAL PLANTED STONE FOUND EC STORM SEWER PIPE PVC UGE TREELINE UGE R - UG -1 UNDERGROUND ELEC. UGT UGU UNDERGROUND TEL, COMM. UGU - W - - --- UNDERGROUND UTILITY W MAY VARY FROM THOSE SHOWN. WATERLINE 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED, PRIVATE WATERLINE LIMITS OF CONSTRUCTION PR. LINETYPE (LEGEND 400 - W W THIS SUBMISSION PREVIOUS SUBMISSIONS NON RETAIL ? RESIDENTIA' RETAIL NON RETAIL RESIDENTIAL SFM SFM 0 SAN SAN 0 01 SRL SRL 0E 0 B W W THIS SUBMISSION PREVIOUS SUBMISSIONS NON RETAIL ? RESIDENTIA' RETAIL NON RETAIL RESIDENTIAL WP WP USE IN BLIOCK (GLA OR UNITS) RET4,1L THIS SUBMISSION PREVIOUS SUBMISSIONS NON RETAIL ? RESIDENTIA' RETAIL NON RETAIL RESIDENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL RESIDENTIAIL A 0 01 0 0 01 0 0' 0E 0 B 0 i 0 0 0 0 0 0. 0` 0 C 0° 68,320: 0 0; 01 0 0 68,320: fl D 0; 0 0 0 00 BOTTOM OF WALL 0 0` 0 BLOCK GROUP 1 TOTAL 01 68,320' 0 0 0.1 0 01 68,320 0 E 0i 0; 00 0° 0 0 0 0. SITE PLAN TOTAL 0 68,320; 0 01 01 01 0' 68,320; 0 AFF ABOVE (FINISHED FLOOR EQPT EQUIPMENT AHD AHEAD ESMT EASEMENT ARV AIR RELLEASE VALVE EX OR EXIST EXISTING BC BACK 09F CURB FF FINISHED FLOOR BF BLIND FLANGE FC FACE OF CURB BLDG BUILDING GALV GALVANIZED BM BENCH MARK HC HANDICAP BK BACK HDPE HIGH DENSITY POLYETHYLENE BW BOTTOM OF WALL HK HOOK C/C CENTER TO CENTER INV INVERT C&G CURB &c GUTTER IPS IRON PIN SET CIP CAST IRON PIPE IPF IRON PIN FOUND WT CENTER LINE JB JUNCTION BOX C. L. CHAIN LINK LF LINEAR FEET CMP CORRUGaATED METAL PIPE LT LEFT CO CLEAN OUT MH MANHOLE CONC CONCRE-TE NBC NORTH BOUND LANE CP CONTROL POINT NIC NOT IN CONTRACT CY CUBIC YARDS NTS NOT TO SCALE DEMO DEMOLISH OBJ OBJECT DIA DIAMETER O.C. ON CENTER DIP DUCTILE IRON PIPE PE POLYETHYLENE DIST DISTANCE PROP PROPOSED DWG DRAWING PS PLANTED STONE FOUND EC EDGE OFF CONCRETE PVC POLYVINYL CHLORIDE EL ELEVATION R RADIUS ELEC ELECTRIC EP EDGE OFF PAVEMENT NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED, RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT RTE. ROUTE R/W RIGHT OF WAY SAN SANITARY SEWER SSC SOUTH BOUND LANE SD STORM DRAIN SNC SEWER HOUSE CONNECTION SQ SQUARE S.S. STAINLESS STEEL STA STATION STD STANDARD STL STEEL STR STRUCTURE SW SIDEWALK SWM STORM WATER MANAGEMENT TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TW TOP OF WALL TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED W WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS Am w A� ENGINEERS SURVEYO)RS PLANNE?RS DESIGNED BY: RU RU PROJECT: STONEFIELD BUILDING C 1 --IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. BY: TLB DRAITIING NUMBER: TITLE: DIHR BY: HFW AsSOCIATES GENERAL NOTES AND LEGEND C-5 SHEET NUMBER: 4 of 35 _ PO Bos 4119 3040AvcrISquamePl. Lynchburg, VA24502 Cha&ttesville, VA 222911 Phone: 434.316.6080 Phone: 434,991.2')700 wwv.w�associaies.riet WWA NUMBER: 2 08026.44 -- FILE NAME: 802644C-03dw .q DISCIPLINE: %ivlL SCALE, H: AS SHOWN V: N/A DATE: �; / fin J� / 1 3 d- 0 1 U �I c0 0 00 3 Z CL ti i Q) �t- Cs 00 0 N 1-10 U CL Q) Z -o Q Q 00 0 CN ►l_ 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 1/ CUBIC YARD IN VOLUME. REMOWAL 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 COHESIOMLESS 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 00NER'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 THIC6KNESS 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, wiAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN ±3% 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 1A -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE `.SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIR1T, 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, PROVIDEE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERZATION 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, 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 FINIISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONS-TRUCTI.ON, 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 SPEC',IFIED 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 D)ENSITY. 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 rNCHES 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. 3.1 1 ,5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADIE TO 1007. OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10, 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL 'RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL_ REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMIPLO>Y AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D '1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVIE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE WITH ASTM D 1556, OR ASTM D 2922 AND ASTM D 3017. WHEN ASTM D 2922 AND ASTM D 3017 DENSITY TESTS ARE USED, VERIFY DENSITY TEST RESULTS BY PERFORMING AN ASTM D 1556 DENSITY TEST AT A LOCATION ALREADY ASTM D 2922 AND ASTM D 3017 TESTED AS SPECIFIED HEREIN. PERFORM AN ASTM D 1556 DENSITY TEST AT THE START OF THE PROJECT, AND FOR EVERY 10 ASTM D 2922 AND ASTM D 3017 DENSITY TESTS THEREAFTER. 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 ACCORDANICE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHINICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006, GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNIICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 �1L�H 0-p lJ� O �� 0 % � I tic. o. � �C{ ANAL 1 ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040AvemmeSquare Pl.�n�A Lynchburg, VA 24502 Chulottesvillie, VA 22911 Phone: 434_316.6080 Phone: 4314.984.2700 vwtu.vvassooiates.net DESIGNED BY: RU PROJECT. STONEFI ELD BUILDING C I -IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9%19%11 DRAWN BY: TLB DRAIING NUMBER: C-4 SHEET NUMBER: , C7 , j TITLE: EARTHWORK SPECIFICATIONS DIHR BY: HFW W V V NUMBER: '�®8026.44 FILE NAME. 8�2644C_C-04.dWg DISCIPLINE: CIVIL SCALE: H: AS SHOWN V: N/A DATE: / / sl n/ , 1 f / NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE Al i WA - N d 00 b N is C) cci CN 0 00 O Q) 0 1. 0 C%4 CN E47 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 11 OP AMMEM w—ENGINEERS DESIGNED BY: RU PROJECT: STONEFIELD BUILDING C 1 —IV FINAL SITE PLAN SET REV. NO. 2 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19/11 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED lie. 0. SCALE: 1 80' is", SURVEYORSTLB PLANNERS AsSOCIATES DRAWN BY., ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: C-6 TITLE: OVERALL PLAN HFW SHEET NUMBER: WWA NUMBER.- 208026.44 FILE NAME: 802644C–C-06.dwg DISCIPLINE: CIVIL SCALE: H: 1 80' V: NIA DATE: olzoll 1 0)— 1 Z_ 6n?600� io 0 N k 10 80' 0 80' 040 7 PO Box 4119 3 040 AvemcDre Square Pl. Lynchburg, VA 24502 Charlottesvillic, VA 22911 Phone: 434.316.6080 Phone: 43;4,984.2700 7 of 35 a NO. I SHEET REVISION BY DATE NO. SHEET REVISION BY DATE t-. cp N O 00 O N v a� i t3 a� .p Q O N O 00 O N ►5 Co N O co O N ti ko N O co O _ ty 9 N aq W14 CN 0 O CN ---1 E 3 C� C) I U U� d- 'd - N O 00 t7� 3 / Z CL C5 O 4d I V ►, M | | | | | | | | U | \ | | | | i \\ \ ` | | | \ | \ | | | / | | \ | � | 484 \ \ � | ' / | / / ! | / | / | / | / / | / | / | / | / | / /| | / / | | / EX. 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Lynchburg, VA 24502 Chnlotte­ffle, WA 22911 wmwwwassociatctsmet DESIGNED BY: DAT PROJECT: STONEFIELD BUILDING C 1 -IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19/11 DI?AWN BY: TL13 DRAWING NUMBER: C_ 10 TITLE: OFFSITE SANITARY SEWER PLAN D;HR BY: HFW SHEET NUMBER: WWA NUMBER.- 208026.44 FILE NAME: DISCIPLINE: SCALE: V: NIA DATE NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE -7— NOTES: B L, 1,IJ I p J J, 1 SEE SANITARY SEWER AND WATER LINE A it 1 \t I PROFILES FOR ADDITIONAL INFORMATION. Fd 1 A SANITARY SEWER AND WATER LINES TO BE SEE DWG. No.C wwww"Mm, 2. INSTALLED IN ACCORDANCE WITH ACSA MCHsemGENERAL WATER AND SEWER i SPECIFICATIONS. mows LINE Cf) II II rn 3. WATER LINE SHALL BE DUCTILE IRON CLASS Ja* 52. SF 1"M MONO am 10 - SPIN am as I \} /I 4. PERFORM TEST PITS TO VERIFY HORIZONTAL LIMITS OF CONSTRUCTION AND VERTICAL LOCATION, PIPE SIZE —AND on No 3 MATERIAL OF EXISTING WATER LINE amino 00 (TYPICAL) lowsol 00 so l COORDINATE TEST PITS WITH VDOT, RWSA am, 111111 � ON 00 AND ACSA. CONTRACTOR SHALL PROVIDE so 32.5' ACSA EASEM NT SAN ALL NECESSARY TRAFFIC CONTROL IN S Fmajos I SAN on a°"" i Ij ACCORDANCE WITH VDOT STANDARDS, THE _j no so I so am I an I am 1 1011 1 so as I SAN as no I am No MUTCD, AND VA WORK PROTECTION sn� � no MANUAL. CONTRACTOR SHALL GENERATE mail _MU malsomal no pS TS am as I go r— m -0 SAN Not TRAFFIC CONTROL PLAN AS NECESSARY SAN .0 a._vaa� on I so onosiso \ i jl j I AND OBTAIN VDOT LAND USE PERMIT TO , on-' ®+ so 001 PERFORM umr\ 11N vUU1 K/w. Itz:'i Fil�) SAN I ::� 1 20' ACSA EASEMENT SHALL BE PERFORMED AND TEST PIT an 1 1--, SAN so am INFORMATION SHALL BE PROVIDED TO RWSA 17+00 do 6" STUBOUT AND PLUG AND ACSA PRIOR TO ORDERING ANY PIPING MATERIALS. 17+50 RESTRAINED TO TEE H it oc � CONNECT TO EXISTING 18" RWSA WATER LINE am, an so I no so am WITH 18"X12" TAPPING SLEEVE AND VALVE. am 1 so on, I am am 1_12"X12" TEE CONTRACTOR SHALL COORDINATE WITH RWSA, 1 \ - GV ACSA AND VDOT DURING CONSTRUCTION OF 1-12 THE CONNECTION TO THE EXISTING RWSA 18" RED I 1 2"X6, 6" STUBOUT AND PLUG ro GV law WATERLINE. CONTRACTOR SHALL USE DUE RESTRAINED TO TEE F� DILIGENCE TO PROTECT THE RWSA 18" WATERLINE DURING CONSTRUCTION AND it A4 TAPPING. CONTRACTOR SHALL VERIFY THE 1-12"X6" TEE �\\HORIZONTAL AND VERTICAL LOCATION, THE 17 v - 1-12" GV v OUTSIDE DIAMETER AND THE PIPE MATERIAL OF THE 18" WATERLINE PRIOR TO ORDERING THE y 1-6" GV TAPPING SLEEVE. RWSA SHALL BE CONTACTED 3 BUSINESS DAYS IN ADVANCE OF THE TEST 20 ACSA EASEMENT PIT AND SHALL BE PRESENT DURING THE TEST 1 D I 1 • — — BLOCK PIT. THE TAPPING SLEEVE SHALL BE APPROVED am ON BY RWSA PRIOR TO BEING ORDERED. THE RWSA PRIOR TO THE TAP. A MINIMUM OF 3 TAPPING CONTRACTOR SHALL BE APPROVED BY r," STUB BUSINESS DAYS NOTICE SHALL BE GIVEN PRIOR I 1p HT AKIn PLUG 1U INWALLAHUN Ur INt 1AFFINU SLEEVE. THE RESTRAINED TO TEE. 18"X12" TAPPING SLEEVE AND VALVE SHALL BE FH ASSEA BLY LOCATION IN X I STONEFIELD TOWNCENTER INSTALLED PLUMB. FOLLOWING THE PLACEMENT 1-12"X6" TEE _X OF THE 18"X12" TAPPING SLEEVE, A CONCRETE Now 10 FINAL SIT PLAN. 1-6- GV PAD SHALL BE PLACED UNDER AND BEHIND I THE TAPPING SLEEVE. PROVIDE 2-12" 90' VERTICAL BENDS, DEFLECT VERTICAL BENDS SUCH THAT NEW CASING PIPE PROVIDES 2' CLEARANCE BELOW EXISTING 18" RWSA WATER V1MAIN. III1 0 JACK & BORE PER VDOT STANDARDS 6`­STUBOUT AND PLUG Ln I + RESTRA[NED TO TEE. 98.5 LF OF 24" STEEL CASING PIPE 490,0 FH ASSEMBLY EMB Y LOCATION IN (0.50" MIN WALL THICKNESS) STONEFIELD TOWNC�NTER 20' ACSA EASEMENT W/ 12" RESTRAINED JOINT D.I. CARRIER PIPE III LIMITS OF CONSTRUCTION FINAL. SITE PLAN. ACROSS ROUTE 29 SOUTH BOUND THROUGH LANES. 04 R I N\ (TYPICAL) SEE NOTE No. 4. Uj TE IT PIT -a I nSF J. it 1-12"X6" TEE(B i9al 10# om,,O�®ivo. I I l� t ma l am�ww it I ma SF 1-12" GV MONO mi/as am On= It Malmo no ma, am ma am an 1-6" GV No I ON Sol 13+00 45* BEND ® so I on so 1 10�50 soit Ina I it 0 I so "a OWN it No 1 NOW go t IOU 11 13+50 on aa I own i —I., I— No D It as so >,5h, so no an 14+00 .11+50 14+50 12" WATERLINE MU -111pol— 60 +00 pS TS 12 Ld 0 III ma 1 on �wm .L I "�\ II' ICD 0 1 am so on'y I W It on U') W""r\ v 1 � � EXISTING 18" BEND I to' i I + go + 4t*�� on I N/ . :7Z;�� ®- RWSA WATERLINE 1pxroll TE rr+® am on W& 1-1 an, I so so No am,, so V No I am so 1 \ \ Malmo - ----- so so on am 45' BEND GV, I — ®Gam— I am am i 11 sm I am "m jammalaw jam on I am WE I go M an am so I am 4%1 1 00 on -P t—T OF THE EXISTING cn 6" STUBOUT AND PLUG __j I W A I �[� A TEST TING�iVATERLINE WILL RESTRAINED TO TEE. am 1 FH ASSEMBLY LOCATION IN 0107 BE REQOI�ED AT THE TIME OF, THE! CASING 111, INSTALLATION. RWSA SHALL BE) CO�TACTED � 3 II j STONEFIELD TOWNCENTER I II Ii, I '19() FINAL SITE PLAN, IBUSINESS DAYS IN ADVANCE O� THE CASING III I II (INSTALLATION U SHALL BE PRESENT DURING (THE CASf_NG INSTALLATION. vr_ JI p Co C---\\\ —.�_ ``�`'"'^.` \X s S \� \ \\` \ \ T, B L PAD I Itl'III < "FE iw t-lVDR R O 0 11, \ \\---__—�---- - ,' \---� -- �N R CE p MpRO � I I I II I! I I, I \\`\:� � C� _ \ Ov��\�CqC V� � \ \ ice\ \� I ;��I I ;, 'i 'I '� I � III' I 29 Ro jD 01 RNT \\\ `\ H 2 D �!� 3� it 008, F �J /?A-tk/c Tit 000 IrI 68 I \ \I I 7- < RIK A-ij R A /V\ __t Q_1I V� u", I? ,I \ II C� I I I jII Iii 0 Iin 7v CN 00 I P w I a. Q i� `-AIR "D vp 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/11 I NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE fpr jt�(2.110 A/ L v DESIGNED BY: PROJECT: SET REV. NO. _jH OP DAT STONEFIELD 2 ENGINEERS D RA WIN BY: BUILDING C 1 —IV FINAL SITE PLAN IF THIS DRAWING IS A REDUCTION SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: GRAPHIC SCALE MUST BE USED TLB le. 0, PLANNERS DIHR BY: TITLE: C-1 1 SCALE: 1 20' OFFSITE GRADING, WATER AND SANITARY SEWER PLAN AsSOCIATES HFW PO Box 4119 3040 Avernore Square P1. SHEET NUMBER: Lynchburg, VA 24502 ChalottesvMe, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DA, Phone: 434,316.6080 Phone: 434.984.2700 [ONAL — 802644C—C— 1 l.dwg CIVIL H, 1 20' 612n /11 14 of 35 040 20' 0 20' 208026.44 V: NIA U/ 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 WATERLINE - 1 PROFILE 16+00 16+50 17+00 17+50 18+00 16+bU 19+UU C•Tir'�iV�iMIMI������-�_����- ���u►u�ul�tul�c�:nlyifl�.�1. DAT � �u-.����i�I�.�:..yaa��.�:aH►��a►■■r•�i�■ iir��ii■� ���®� IIII ��� ■■I � �I� � ���� ��� ®�� � IIII • �l1N�l�l�' _ r�������� � COMMENTS DATED 7/15/11. TO PLANNERS DIHR BY: HFW ASSOCIATES PO Box 4119 3040 Ayemore Square Pl. Lynehburg, VA 24502 Charlottesville, VA 22911 2 540 DAT 9/19/111 00� U � I 540 —il���:�iAi■ndN�iiiii�ii�iO��� � ��� \;::�;]_7-i� -- -- - • � MEE l!!i� i��ll�l������i���r.�__�s��i__uriu��ruii�iai .• �ai■a�i� �• �� Us= NMI ��.i� �Ai\rni��.�rn•i�Z�� ' .. ,.►.���: :: 0 G .:nFrc.i.0?'�T�T������������� ___��ii■■ii ���i■��.ii .i • • �� � --._.. 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TO PLANNERS DIHR BY: HFW ASSOCIATES PO Box 4119 3040 Ayemore Square Pl. Lynehburg, VA 24502 Charlottesville, VA 22911 2 540 DAT 9/19/111 00� U � I 540 - - - le. o. -- -- - — -- --- -- ----- -- - - -- -- - SHEET REVISION BY DATE NO. - - --- -- - - - ---- --- -------- - ----- 535 0 ()+0()- - -- - h.4- M- F E A -NOT _L BE -GIVEN -70- --- -- -------------------- - --_ - -- 535 ION- 530 - - - ---- 525 -- - -- - - - - -- - - - --- -- --- --- -- - - -- --- -- 525 ---- - -- - -- -- - - -- - - --- --- ---- - - - - - -- -- - -- -- --- ----- - - - - ---- ---- ----- -- --- --- - - - - - - - 520 - 520 -- - - - - -- - - - --- --- - - - -- -- - - -- -- - _--- -- - - - - --- -- - ---- -- -- - - -- - - - - - -- - - - -- --- - 515 515 - -- - - ---- -- -- -- -- --- - - - -- - - -- -- - -- -- 510 -- - - -------- - -- -- --- _ - — --- - --505 - — -- - — --- -- -- --- --- -- -- R -- -- --_ - - ----- -- -- - - - - 505 -- ----- ------ -- - - - - - -- -- ---- -- - - - - -- - --- - - - - - --- -- - -- --- ----- - --- ---- -- ---- --- ----- -- -- , 500 rt -- - N -- -� --- - --- - -- - - - --- - - �- 500 - - -- - - -- -- - ---- - - - - --- - - - --- - - - - - - - 495490 490 - -- - -- - - - -- - -- - - - ---- „ - - - -- � - -- - - - - ---- - --- ---- - - - --- _ - -- -- --- _ - - - - - -_ -- -- - - - - --- -- - -- 485 485 - - -�L- ------ - -- -- - __-- -- -- - ---- - --- -�.�- --------- :S -W-� --- - - -- -- --- - - - - - - - -- - - ---- -- - -_- - -- --- ---- -- - --_ _ -_ - - - --- - -- - -- --- -- ---- -- --- - - - - - 480 ----- - - --- - -- --- - - - - --- - - -- -- -- _ _ 480 --- -- -- - - -- - --- -- _- - -- --- - - -- --- - -- --- -� -- - -- - -- - -- - -- 475 470 465 - -- - -- - -- - - -- 06 -- - - - - - --- - -� w _ -- G --� • _� - - z- -- -- - --- --- --- - - - ___ - - --- -- -- - - --_cam. - 'to - -- - - -- - Q - - - - - - 475 470 r -- --- - - - - -- - - - - - y _-_ _ c2_ - -- - - - - - --- -- - - -- -- -- - - --- �C- - - --- -- x- _ - - --- - _ - - SS 2 _ - - -_ - -r -- - -- - - -- - - -ts 1 - _ �-Ll - - - -- w a _ -- -- -- - - --- -- --- - - - _ - - --- - - -- --- - --- - -- ---- ----- --- n �- - - - - -- - ----c:)- - -- - r _ - ---- - - -- -- ---- -W d - E - - - r --- - -- --- - — _ v"', -- - 465 46V r 1 _ r,, r -03- - - - - - - -�, -I - _ Z r ^- _ - --- -- -- — - --- - -- ---- — -- ----- -- ---- -- - --- - -- - - - - r r + .. r 1- 10+00 10+50 11+00 11+50 12+00 12+,'50 13+00 13+50 14+00 1 4+t)U 1�D+UU 1")+IDU I e+UU I b-i-Ou I i+UU i t +DU i a-ruu i o-r-JU i y-ruu i /_U-t-UU WATERLINE - 2 PROFILE ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE 0 P1 TOP 0 F THE PE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON D - N R D T P OVI EAD E D LINES SHALL BE OD ED 0 R DE ADE IJATE Q RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LANE. PROJECT: SET REV. N0. STONEFIELD 2 BUILDING Cl -1V FINAL .SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: UTiLITY PROFILES — WATER C-12 SHEET NUMBER: E ILE NAME: DISCIPLINE: SCALE: DATE: 802644C_C-12.dwg CIVIL H: i„ = 50, 0•/°20/ 11 f 35 V: i = 10 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 ENGINEERS H 0 1 COMMENTS DATED 7/15/11. TO PLANNERS DIHR BY: HFW ASSOCIATES PO Box 4119 3040 Ayemore Square Pl. Lynehburg, VA 24502 Charlottesville, VA 22911 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/111 00� U � I le. o. � �IJON N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ### ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE 0 P1 TOP 0 F THE PE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON D - N R D T P OVI EAD E D LINES SHALL BE OD ED 0 R DE ADE IJATE Q RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LANE. PROJECT: SET REV. N0. STONEFIELD 2 BUILDING Cl -1V FINAL .SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: UTiLITY PROFILES — WATER C-12 SHEET NUMBER: E ILE NAME: DISCIPLINE: SCALE: DATE: 802644C_C-12.dwg CIVIL H: i„ = 50, 0•/°20/ 11 f 35 V: i = 10 DESIGNED BY: DAT ENGINEERS DRAWN BY: SURVEYORS TO PLANNERS DIHR BY: HFW ASSOCIATES PO Box 4119 3040 Ayemore Square Pl. Lynehburg, VA 24502 Charlottesville, VA 22911 W WA NUMBER: Phone: 434.316.6060 Phone: 434.984.2700 w'ww.wtuassooiates.net 2 0802 6.44 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS, AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRATOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE 0 P1 TOP 0 F THE PE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON D - N R D T P OVI EAD E D LINES SHALL BE OD ED 0 R DE ADE IJATE Q RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LANE. PROJECT: SET REV. N0. STONEFIELD 2 BUILDING Cl -1V FINAL .SITE PLAN ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: UTiLITY PROFILES — WATER C-12 SHEET NUMBER: E ILE NAME: DISCIPLINE: SCALE: DATE: 802644C_C-12.dwg CIVIL H: i„ = 50, 0•/°20/ 11 f 35 V: i = 10 10+00 11+00 12+00 131+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 NOTES; 1. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. 2. THREE FOOT MINIMUM COVER REQUIRED. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' II 50' 0 50' HORZ: 1 " = 50' r.L'=Zgi! m m NOTE: MKIAI DIAA M PA/ATIr)KI P"np -- -- T -PLJA k IUN -- DAT 500 500 495 495 �I�Lx op �j O �'� ��� fVf o P i llC. O. 1 �� 0f1 10 N � L 0*0 490 RADE 430 PROJECT: STONEFIELD BUILDING C1—IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET .REV. NO. DRAWING NUMBER: C— 13 COMMENTS DATED 7/15/11. 485------------- -------------- - - ------------------- .@ PIP PER.-- —-------- --- -- , P1 ANI — --- -- - -- -- „ PRELI_--�---- --- ------ - E� -- - ------ - ----- - --- .- ------ _o - — -RFS NTS --- __ _ 4 -- -- — n SDR o MIM lAl — n _ o — 485 480 480 475 475 470 470 i _ - 8„ —35 o _ - -s _ -- ------ - --------- ----- 465 460 465 0 _ 460 ; 91 455 455 450 450 445 n Lil - — — Ld tri - 445 440 440 435 435 co e- � rCD rn r 430CA- •- QUenIle 6 00OUj tD {p - — - N O - _ -- r - - lst a - O + C3 SHEET NUMBER: 16 of 35 INWA NUMBER.- 20802 6.44 h- - - - '- - - - - - - - `- - -- - -- -- - -- -- SCALE: H:1"=50' V. 1 "=10' 10+00 11+00 12+00 131+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 NOTES; 1. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. 2. THREE FOOT MINIMUM COVER REQUIRED. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' II 50' 0 50' HORZ: 1 " = 50' r.L'=Zgi! m m NOTE: MKIAI DIAA M PA/ATIr)KI P"np 26+00 27+00 ./of 16 ("if it 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11DESIGNED �I�Lx op �j O �'� ��� fVf o P i llC. O. 1 �� 0f1 10 N � L 0*0 PLA BY: DAT PROJECT: STONEFIELD BUILDING C1—IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET .REV. NO. DRAWING NUMBER: C— 13 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/11 DRAWN BY: REG 500 PROW n DIHR BY: SHEET NUMBER: 16 of 35 INWA NUMBER.- 20802 6.44 495 DISCIPLINE: CIVIL. SCALE: H:1"=50' V. 1 "=10' DATE: PIPE NO. SHEET REVISION BY DATE NO. _ _- - ---- -- 490 , 485 480 W/ RESTRAI 475 1\ -7LIOY 470 465 460 455 450 445 -t --- ----- --- ----- --- -- - - ------ --- --- --- -- --- — 440 - - ------ - -- - - -- ---- --- - 435 ,try --- Z- Z - - - ------ Il'y - 3- Ico - tz • - U) 00 N d i- 0)00 -- -- - Q a A---- - ►-- ` - - QJi-- - 11 - F= - - - �. it Y 26+00 27+00 ./of 16 ("if it 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11DESIGNED �I�Lx op �j O �'� ��� fVf o P i llC. O. 1 �� 0f1 10 N � L 0*0 ENGINEERS SURVEYORS PLANNERS ASSO -CIATESHEW PO Box 4119 3040AvemoreSquarePl. Lynchburg, VA 24502 Chaclottesvi2e,VA22911 Phone: 434_316.6080 Phone: 434.984.2700 www.wwassociatessd BY: DAT PROJECT: STONEFIELD BUILDING C1—IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET .REV. NO. DRAWING NUMBER: C— 13 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/11 DRAWN BY: REG TITLE: UTILITY PROFILES — SANITARY DIHR BY: SHEET NUMBER: 16 of 35 INWA NUMBER.- 20802 6.44 FILE NAME: 802644C—C-13. d wg DISCIPLINE: CIVIL. SCALE: H:1"=50' V. 1 "=10' DATE: NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 I U V It 0 00 cn 3 Q ti 0 �3 I v d- rt - 0 00 0 N v U 0 tl, a e 0 «0 0 N S5 BUILDING C1 -IV ENVELOPE- - 0 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 STORM PROFILE STRUCTURES SWM 5 THRU 60 NOTES: . 1. FOR STORM PIPE AND INLET COMPUTATIONS SEE DWG C-16, �a 2. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES, • sot. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 Size (ID ft) FEET. Filterra INV OUT 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER Recessed Top THAN 4 FEET. Swanson Drive 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. 6. INLET SHAPING (IS -1) IS REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET Y INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. Swanson Drive � �� �I� - � �I� �/• ��� ��� �■ IIII�����_ �v/ \iil� Ilial/-��i/�■�JiMI■11/1!9!!111- - - �� .��■ .alp:. r i.r■�iI�G:��:at,��trla�[� : � _ Viii■ a� � ROAD AND 486.60 BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PiPE SHALL BE TYPE S, SMOOTH WALL Y INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL REQUIREMENTS PER VDOT D1 Parking STANDARDS FOR PLASTIC PIPE. 495.18 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. 4" Y Y 62.2 D1 Parking 6'x 10' 496.70 492.03 490.20 6" Y Y 62.4 D1 Parking 6'X 10' 497.86 493.19 Il■► i■��� 6" Y ��[ ��I\�-FYI • ��i�ii1 D1 Parking 6'x 8' �� ��� ' �III�1 � 1.. Ii.tF� Y _ D1 Parking 8'x 4' � G■�►iCi■�.`l/I■a'-a1:IiiaAi�iiiil:7e � �Illll•■!_�I 497.10 _ Y Y �■ �il�l � `1-1�11�=_ • -- �� • ��I� _ 501.88 501.00 •1•�tt�.■1 i..i��l. ■..i��� •, L ., 1 . Atli �:,���L7■i��� i ' = : �� � 1 Y I Y 70.1 Inglewood Drive 6'x 4' 510.54 506.04 505.00 4" 1 Y I Y 480 480 i 0 ' • Il�ll/ � ' 475 �■■ !■li•�■nrlll:� ' • • ��i�I" _ -"��iiliAMI�CT���■r�i� Ian■ !! E:� �L! 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A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES, • sot. 3. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12 Size (ID ft) FEET. Filterra INV OUT 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER Recessed Top THAN 4 FEET. Swanson Drive 5. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (ID) UNLESS OTHERWISE NOTED. 6. INLET SHAPING (IS -1) IS REQUIRED FOR STRUCTURES WITH A FLOW DROP FROM INLET Y INVERT TO BOTTOM OF MANHOLE GREATER THAN 4 FEET. Swanson Drive 7. ALL STORM SEWERS SHALL BE INSTALLED IN ACCORDANCE WITH THE VDOT ROAD AND 486.60 BRIDGE STANDARDS AND SPECIFICATIONS. HDPE PiPE SHALL BE TYPE S, SMOOTH WALL Y INTERIOR, AND SHALL FOLLOW ALL BEDDING AND BACKFILL REQUIREMENTS PER VDOT D1 Parking STANDARDS FOR PLASTIC PIPE. 495.18 8. ADJUST TOPS TO MATCH FINAL FINISHED GRADE. 4" IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT:i i i i• i• i i i i •- i PROP FINISHED - GRADE 0 �_ PIPE n59 59.1 59.1 . • Filterra Schedule �a �i■i� i • sot. Structure Number Location Size (ID ft) Filterra TC Filterra INV OUT Bypass Str INV IN PVC Outfall Treebox Recessed Top 54.4 Swanson Drive 6'x 4' 490.75 486.25 485.30 4" Y Y 54.3 Swanson Drive 6'x 4' 492.05 487.55 486.60 4" Y Y 62.1 D1 Parking 6'x 8' 495.18 490.51 489.80 4" Y Y 62.2 D1 Parking 6'x 10' 496.70 492.03 490.20 6" Y Y 62.4 D1 Parking 6'X 10' 497.86 493.19 491.70 6" Y Y 62.5 D1 Parking 6'x 8' 499.19 494.52 491.70 4" Y Y 64.1 D1 Parking 8'x 4' 504.29 499.79 497.10 4" Y Y 69.1 Inglewood Drive 8'x 4' 506.38 501.88 501.00 4" 1 Y I Y 70.1 Inglewood Drive 6'x 4' 510.54 506.04 505.00 4" 1 Y I Y PROP FINISHED - GRADE 0 �_ PIPE n59 59.1 59.1 10+00 10+50 STORM PROFILE STRUCTURES 59 THRU 59.1 12.18 LF 15" HDPE ®0.997. ROUGH ' i GRADE @ �_ PIPE 17+00 17+50 18+00 18+50 . • 8j29/11DEsicNEDAT �a �i■i� i • sot. I 1i � • � ., ii 515 ff �� COMMENTS DATED 7j15/11. _ii III. •• 510 9/19/11 •i i 1i � � DRAWN 8Y: REG a • 520 i • 505 505 TITLE: UTILITY PROFILES -STORM i o mm"mml, • f � ■ � ti ■ ■ iioil SHEET NUMBER: 17 of 35 • FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d •. --- _ i ■ IIIlc��1 .a N0. SHEET REVISION BY DATE • 1 490 LF 490 485 485 Him • • 1. pAlov• Ila_ a all 480 480 i 0 ' • Il�ll/ 475 475 ' • • ��i�I" _ -"��iiliAMI�CT���■r�i� Ian■ !! E:� �L! ' �_�_■��i 470 470 00 Cq 465 465 460 460 + .• 455 ' ' i���i</li�� r ���In7i■I�� ' i 450 Mill �Fi•F� ■Iri�iitil♦- 445 �■��i 10+00 10+50 STORM PROFILE STRUCTURES 59 THRU 59.1 12.18 LF 15" HDPE ®0.997. ROUGH ' i GRADE @ �_ PIPE 17+00 17+50 18+00 18+50 PROP FINISHED GRADE CSD q PIPE 10+00 10+5(0 STORM PROFILE STRUCTURES 54 THRU 54.2 19+00 19+50 . • 8j29/11DEsicNEDAT �a �i■i� i • sot. I 1i � • � ., ii 515 ff �� COMMENTS DATED 7j15/11. _ii III. •• 510 9/19/11 •i i 1i � � DRAWN 8Y: REG a • 520 i • 505 505 TITLE: UTILITY PROFILES -STORM U mm"mml, D1HR BY: HFW 500 500 SHEET NUMBER: 17 of 35 • FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d •. --- _ i ■ IIIlc��1 .a N0. SHEET REVISION BY DATE • 1 490 LF 490 485 485 Him • • 1. pAlov• Ila_ a all 480 480 i 0 ' • Il�ll/ PROP FINISHED GRADE CSD q PIPE 10+00 10+5(0 STORM PROFILE STRUCTURES 54 THRU 54.2 19+00 19+50 10+00 10+50 11+00 11+50 12+00 12+50 STORM PROFILE STRUCTURES EX43.6 THRU 64 . • 8j29/11DEsicNEDAT �a �i■i� i • sot. otic �H 0-pj�'� `F I >e• O. 4_, g � �� AC 'ti N �i� 7 515 EMEN SET REV. NO. 2 COMMENTS DATED 7j15/11. _ii s 510 9/19/11 i 1i � • ..N1 DRAWN 8Y: REG a • 520 i • 505 505 TITLE: UTILITY PROFILES -STORM U mm"mml, D1HR BY: HFW 500 500 SHEET NUMBER: 17 of 35 W INA NUMBER.- . 208026.44 FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d •. --- _ i ■ IIIlc��1 .a N0. SHEET REVISION BY DATE • 1 490 LF 490 485 485 3 � ■ 1. ■ : 0�'_ Ila_ a all 480 480 i 0 ' • Il�ll/ 475 475 ' • • ��i�I" _ -"��iiliAMI�CT���■r�i� Ian■ !! E:� �L! ' �_�_■��i 470 470 00 Cq 465 465 460 460 455 455 ' ' i���i</li�� f 1 ���In7i■I�� ' i 450 Mill �Fi•F� ■Iri�iitil♦- 445 �■��i �17i • - • 11 � .■titr���.��i i 440 K K 440 �•1 "'��•�JII io '•'il�L� ' 1��i� •i ` � L•i�l � I�Fi•■�i�, ' • • + �; I.1 �IIC7L�iilt•]Ilii.iRlll1iai`i/����►1Liif1•�L+� a•� ld ' • i IIpp-iJ�Fi�= � i�■��C��C,= 10+00 10+50 11+00 11+50 12+00 12+50 STORM PROFILE STRUCTURES EX43.6 THRU 64 10+00 10+50 11+00 11+50 12+00 12+50 STORM PROFILE STRUCTURES EX THRU 70 W . • 8j29/11DEsicNEDAT �a �i■i� i • sot. otic �H 0-pj�'� `F I >e• O. 4_, g � �� AC 'ti N �i� 7 515 EMEN SET REV. NO. 2 COMMENTS DATED 7j15/11. _ii s 510 9/19/11 �■mss 1i DRAWN 8Y: REG gone 520 i i• 505 505 TITLE: UTILITY PROFILES -STORM D1HR BY: HFW 500 500 SHEET NUMBER: 17 of 35 W INA NUMBER.- . 208026.44 FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d •. --- _ i ■ IIIlc��1 .a N0. SHEET REVISION BY DATE • 1 490 LF 490 485 485 3 � ■ 1. a all 480 480 i 475 475 470 470 00 Cq 465 465 460 460 455 455 ' ' i���i</li�� f 1 ���In7i■I�� ' i 450 Mill 445 445 � �17i • - • ����.�1 ..�.1�1AA• i 440 K K 440 �•1 "'��•�JII io '•'il�L� ' 1��i� •i ` � L•i�l � I�Fi•■�i�, 10+00 10+50 11+00 11+50 12+00 12+50 STORM PROFILE STRUCTURES EX THRU 70 W 10+00 10+50 11+00 STORM PROFILE STRUCTURES 57 THRU 57.2 ROUGH GRADE Cl PIPE LWA>.■■ . • 8j29/11DEsicNEDAT �a �i■i� i • sot. otic �H 0-pj�'� `F I >e• O. 4_, g � �� AC 'ti N �i� 7 515 EMEN SET REV. NO. 2 COMMENTS DATED 7j15/11. _ii s 510 9/19/11 �■mss 1i DRAWN 8Y: REG . ■ � i i• 505 505 TITLE: UTILITY PROFILES -STORM D1HR BY: HFW 500 500 SHEET NUMBER: 17 of 35 W INA NUMBER.- . 208026.44 FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d 495 --- _ i ■ IIIlc��1 N0. SHEET REVISION BY DATE • 1 490 LF 490 485 485 3 � ■ 480 480 i 475 475 470 470 00 Cq 465 465 460 460 455 455 f 1 450 i 450 Mill 445 445 � �17i • - • ����.�1 ..�.1�1AA• i 440 K K 440 �•1 "'��•�JII io '•'il�L� 10+00 10+50 11+00 STORM PROFILE STRUCTURES 57 THRU 57.2 ROUGH GRADE Cl PIPE LWA>.■■ ADDRESSED COUNTY COMMENTS DATED 8/3j11 AND ACSA I 8j29/11DEsicNEDAT �a �i■i� i • sot. otic �H 0-pj�'� `F I >e• O. 4_, g � �� AC 'ti N �i� 7 515 EMEN SET REV. NO. 2 COMMENTS DATED 7j15/11. 2 510 510 9/19/11 �■mss i DRAWN 8Y: REG DRAWING NUMBER: C- 14 i i• 505 505 TITLE: UTILITY PROFILES -STORM D1HR BY: HFW 500 500 SHEET NUMBER: 17 of 35 W INA NUMBER.- . 208026.44 FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d 495 --- _ i ■ IIIlc��1 N0. SHEET REVISION BY DATE • 1 490 10+00 10+50 STORM PROFILE STRUCTURES 53 THRU 53.1 ME 10+00 10+50 STORM PROFILE STRUCTURES 62 THRU 62.3 tpf (P)pq1te 1 ADDRESSED COUNTY COMMENTS DATED 8/3j11 AND ACSA DAT 8j29/11DEsicNEDAT otic �H 0-pj�'� `F I >e• O. 4_, g � �� AC 'ti N � ENGINE RS SURVEYORS PLANNERS � � A PO Box 4119 3040AvemoreSquare Pl. VA 24502 Chazlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 .uassoe aye .��t 515 515 SET REV. NO. 2 COMMENTS DATED 7j15/11. 2 510 510 9/19/11 i DRAWN 8Y: REG DRAWING NUMBER: C- 14 505 505 TITLE: UTILITY PROFILES -STORM D1HR BY: HFW 500 500 SHEET NUMBER: 17 of 35 W INA NUMBER.- . 208026.44 FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d 495 --- 495 N0. SHEET REVISION BY DATE N0. SNEET REVISION 490 LF 490 485 485 480 480 475 475 470 470 00 Cq 465 465 460 460 455 455 f 1 450 i 450 Lj La i 445 445 - 1 440 K K 440 m Ln co c dam- dam- � 0') � 10+00 10+50 STORM PROFILE STRUCTURES 62 THRU 62.3 tpf (P)pq1te 1 ADDRESSED COUNTY COMMENTS DATED 8/3j11 AND ACSA DAT 8j29/11DEsicNEDAT otic �H 0-pj�'� `F I >e• O. 4_, g � �� AC 'ti N � ENGINE RS SURVEYORS PLANNERS � � A PO Box 4119 3040AvemoreSquare Pl. VA 24502 Chazlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 .uassoe aye .��t PROJECT. STON FIELD _ BUILDING C 1 IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. 2 COMMENTS DATED 7j15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/11 DRAWN 8Y: REG DRAWING NUMBER: C- 14 TITLE: UTILITY PROFILES -STORM D1HR BY: HFW SHEET NUMBER: 17 of 35 W INA NUMBER.- . 208026.44 FILE NAME: 8C2644C-C- 14.dw � DISCIPLINE: C',V��' SCALE: " ' N ' „� ®, V; 7 =1d LATE:Lynchburg, '� �� � 7 ,% N0. SHEET REVISION BY DATE N0. SNEET REVISION BY DATE CF, 3 -a L6 � I () J, 14- 194- c0 fl c() 0) S a _-1 Z CL D-) � C)l 'd * I � u 14- N: CO 0 114 00 0 (N Q> Q 0 0- Q) c C1 E q) Z9 "It cz 0 00 0 N i Fl- / ,# - -/I - z 1 0 J&"j I -1 �4 1 �_ _Ivl� I I \ ,�_ - _/ - -11 i . �,,,111jjj��'hrl"/ ,�- i _�. -C '\\ , -- I I`1�,/ --'�� -L & I 1�, )" ."I 11 -Z ---,\ 7 , IT , 1T I — ,— __ 11%Y� r�_- ASPH /PARKING `� jy ,� -__11. I- / �,I1- I­'� 1,/ , c i " I / �� , � / � � I�_ 1 1�ilj I `0 I I 1, I �, I H p v // �, ' � - 11 � �� , ,y� 0 ) , - - vj­- �, k )Q 4, 24" RCP i -c- __ -I- � 4 O' - i ?___�_ `,", - I ,,, , - P�A VE L) / -Il' � I qp - - p 0 ;j - - w m , _1_1�, I ____ - - F_ * 'r -h,t- - � Ac '6_3( - I— [,- 14 - I _11 , ,,�_ - - J01... 7� L_ I N / E- B R, -�. ____r - - __�_ - - iVl�,�..JNRI_ _�-j '.. 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To. I DIHR BY: STORM DRAINAGE AREA MAP C- 15 AsSOCIATES HFW , - I , 1�1 110 I , Z_// "ZI PO Box 4119 3040 Avemore Square Pl. SHEET NUMBER: , Os Lynchbum, VA 24502 Chwlottewille, VA 2T911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DA : .'&�'_' 0 N1 A L � I Phone: 434,316.6080 Phone: 434.984.2'900 /111/11 wmv.wwassociatesma 20 0 6.44 802644C -C- 15.dwg f -V m,-) Z)nvvvlv 6120111 1 �(�5 Or J,D - I I V.- NIA 3 ..O cci I U UI d- N 0 Co z CL U N 00 0 N v U _O CL v v <i ca 0 N s E� INLETS ON GRADE DESIGN Stormwater Inlet Computations Proieci ..... 1 Building C IV Site Plan 1 By:........,..DAT ... t _ .. IWWA Pro ect Numbere_ ... _. 20802644 ;Dat , May 31,2011 i Sn€xvh7t iZs Pro'ect: Build inq C -IV Site Plan 1 B DAT I_.. _ _.. _... } CUIRB INLETS ON GRADE - A ' sgib [: p INLET ._ - ...... _. _.. .... .. INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS CURB INLETS o C INCRE- MENT ACCUM- ULATED o g IN/HR CFS UPPER END LOWER END FT ° IN L CFS INLET SEC FT FT STORM DRAIN CALCULATIONS BUILDING C -IV DRAINAGE Q DIHR BY: HFW .- V ... Cn C SHEET NUMBER: 19 of 35 I WWA NUMBER: 208026.44 DISCIPLINE: CIVIL SCALE: H: N/A V: N/A 60 59 0.47 0.87 0.41 0.41 5.00 8.8 3.6 488.53 486.62 0 M 0 0.013 11.4 9.3 6.7 493.77 N 60 N O "° L ®a REMARKS® ai 59.1 59 0.02 ° 0.02 1 o�o 5.00 8.8 0.2 1 20.95 0.0129 0.013 0.6 3.3 1 6.4 492.00 3.52 59.1 m a. CLJ 58 0.57 0.90 0 5.11 8.7 O 486.31 20.97 24 ° Z O ° v E Cn 59 58 57 > �-. L 1.00 5.18 8.7 r 486.11 1 485.62 98.13 0.0050 24 O L n 19.2 c 492.00 5.89 58 Q m U C7 > C (0 a� y 11 K rn o °:? a c U �' J Z 57.1 L 0.03 0.03 5.00 8.8 45 1 486.50 T. 19.92 CL J vr 4. tC 2.7 3.5 �j a zs r`'-/'� 20.50 •E (n -a ui - CD z 5.10 8.7 0.2 486.20 a 108.38 0.0050 12 0.012 2.7 Q 31.2 (o/. x U 4.80 57.1 Al L' LU ( V' //n� N `� F- T /, Q /may CJ J 57 56 Cn Cn 1.54 2.57 CL Cn 21.9 485.42 484.30 J z J 0.013 '8 5.9 37.6 491.00 53 DI -36 4.0 55 0.04 0.90 0.04 4.00 0.14 0.00 0.14 0.010 0.020 3.41 2.00 0.59 0.020 1.00 0.91 :0.:1:7 0.08 0.10 3.39 1.18 0.07 1.00 0.140.00 0.85 Grade Inlet 54.1 DI -36 8.0 23.0 0.15 0.85 0.13 4.00 0.51 0.00 0.51 0.010 0.020 5.47 2.00 0.37 0.020 1.00 0.70 0.17 0.08 0.08 6.49 1.23 0.11 1.00 0.51 0.00 Grade Inlet 54.2 101-36 8.0 0.09 0.85 0.08 4.00 0.31 0.00 0.31 0.045 0.020 3.41 2.00 0.59 0.020 1.00 0.91 0.17 0.08 0.10 7.31 1.09 0.07 1.00 0.31 0.00 Grade Inlet 43.6 DI -36 10.0 0.020 0.35 0.75 0.26 4.00 1.05 0.00 1.05 0.010 0.020 7.17 2.00 0.28 0.020 1.00 0.58 0.17 0.08 0.07 9.55 1.05 0.14 1.00 1.05 0.00 Grade Inlet 60 DI -3B 10.0 0.020 0.27 0.85 0.23 4.00 0.92 0.00 0.92 0.040 0.020 51.26 2.00 0.38 0.020 1.00 0.72 0.17 0.08 0.08 12.45 0.80 0.11 0.95 0.87 0.05 Grade Inlet 61 DI -3B 8.0 0.020 0.21 0.90 0.19 4.00 0.76 0.00 0.76 0.010 0.020 61.34 2.00 0.32 0.020 1.00 0.64 0.17 0.08 0.07 8.00 1.00 0.13 1.00 0.76 0.00 Grade Inlet 62.3 DI -36 16.0 0.020 0.93 0.85 0.79 4.00 3.16 0.00 3.16 0.010 0.050 61.11 2.00 0.33 0.050 1.00 0.65 0.17 0.08 0.10 11.78 1.36 0.31 1.00 3.16 0.00 Grade Inlet 63 DI -3113 4.0 0.020 0.04 0.90 0.04 4.00 0.14 0.00 0.14 0.020 0.050 11.69 2.00 1.18 0.050 1.00 1.01 0.17 0.08 0.13 3.41 1.17 0.08 1.00 0.14 0.00 Grade Inlet 64 DI -3113 8.0 0.020 0.42 0.70 0.29 4.00 1.18 0.00 1 1.18 0.010 0.050 41.22 2.00 1 0.47 0.050 1.00 0.82 0.17 0.08 0.12 7.21 1.11 0.21 1.00 1.18 0.00 Grade Inlet 67 DI -3113 8.0 =0.0100,050821 0.11 0.85 0.09 4.00 0.37 0.00 0.37 0.025 1 0.020 41.10 2.00 0.49 0.020 1.00 0.83 0.17 0.08 0.09 6.94 1.15 0.08 1.00 0.37 0.00 Grade Inlet 68 DI -2113 6.0 0.050 0.06 0.90 0.05 4.00 0.22 0.01 0.22 0.025 0.020 3.39 2.00 0.59 0.020 1.00 0.91 0.17 0.08 0.10 5.37 1.12 0.07 11.00 0.22 0.00 Grade Inlet 69 DI -2113 10.0 0.050 0.17 0.85 0.14 4.00 0.58 0.00 0.58 0.065 0.020 4.04 2.00 0.50 0.020 1.00 0.84 0.17 0.08 0.09 11.06 0.90 0.08 0.99 0.57 0.01 Grade Inlet 70 1I -3B 12.0 0.020 0.15 0.85 0.13 4.00 0.51 0.00 0.51 0.080 0.020 3.70 2.00 0.54 0.020 1.00 0.88 0.17 0.08 0.09 10.95 1.10 0.07 1.00 0.51 0.00 Grade Inlet INLETS ON GRADE CHECK STORM Stormlwater Inlet Computations ........ _. __. , _ _..... , Sn€xvh7t iZs Pro'ect: Build inq C -IV Site Plan 1 B DAT I_.. _ _.. _... } t s 3 1 ' ........... .............. ...... { ...:. ..,.......... ...,........... ..,...,.... ., ,:...,.........t .....-...,......Y ...,.,..,. ... ,..,, � - A ' sgib [: p WWA Pro ect Number. zo8o26.4a Date; May 31,2011 .., E,......... ............. a ..._..._ ._ - ...... _. _.. .... .. INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS CURB INLETS ON GRADE C INCRE- MENT ACCUM- ULATED MIN IN/HR CFS UPPER END LOWER END FT FT/FT IN CFS INLET SEC FT FT STORM DRAIN CALCULATIONS BUILDING C -IV DRAINAGE DIHR BY: HFW SHEET NUMBER: 19 of 35 I WWA NUMBER: 208026.44 FILE NAME; 802644C_C-16.dwg DISCIPLINE: CIVIL SCALE: H: N/A V: N/A 60 59 0.47 0.87 0.41 0.41 5.00 8.8 3.6 488.53 486.62 0 0.0308 0 0.013 11.4 9.3 6.7 493.77 5.24 60 59.1 59 0.02 0.90 0.02 1 0.02 5.00 8.8 0.2 1 488.48 488.21 20.95 0.0129 6 0.013 0.6 3.3 1 6.4 492.00 3.52 59.1 m a. 59 58 0.57 0.90 0.51 5.11 8.7 O 486.31 20.97 24 ° x O ° 492.02 5.60 59 58 57 > REMARKS 1.00 5.18 8.7 r 486.11 1 485.62 98.13 0.0050 24 O L r 19.2 492.00 5.89 58 C J O® �' 57.1 L 0.03 0.03 5.00 8.8 45 1 486.50 T. 19.92 CL J vr 4. tC 2.7 3.5 5.7 507.00 20.50 572 (n 57 - - CD z 5.10 8.7 0.2 486.20 485.66 108.38 0.0050 12 0.012 2.7 N 31.2 +. U 4.80 57.1 Al L' 57 56 1.71 Cn 1.54 2.57 CL 8.5 21.9 485.42 484.30 J z 30 0.013 29.1 5.9 37.6 491.00 5.58 57 56 55 - - - 2.57 6.13 8.3 d (D -o -pin s u L 0.0052 30 u! 29.5 O 4.5 491.34 J 56 o 54 0.27 0.85 0.23 C ~u, 8.2 23.0 483.76 11 482.20 85.40 0.0183 30 W 6ch 11.3 7.5 489.91 6.15 55 54.2 54.1 0.09 1-cn J 0.08 0.08 5.00 8.8 0.7 482.94 53 131-36 4.0 15 0.04 0.90 0.04 8.80 0.32 0.00 0.32 0.010 0.020 4.58 2.00 0.44 0.020 1.00 0.79 0.17 0.08 0.09 5.05 0.79 0.09 0.94 0.30 0.02 1 00y Storm Check 54.1 DI -3113 8.0 8.23 0.15 0.85 0.13 8.80 1.12 0.00 1.12 0.010 0.020 71.35 2.00 1 0.27 0.020 1.00 0.57 0.17 0.08 0.07 9.89 0.81 0.15 0.95 1.06 0.06 1 00y Storm Check 54.2 01-3113 8.0 3.21 0.09 0.85 0.08 8.80 0.67 0.00 0.67 0.045 0.020 4,58 2.00 0.44 0.020 1.00 0.78 0.17 0.08 0.09 10.90 0.73 0.09 0.91 0.61 0.06 1 00y Storm Check 43.6 DI -3113 10.0 0.35 0.75 0.26 8.80 2.31 0.00 2.31 0.010 0.020 9.63 2.00 0.21 0.020 1.00 0.46 0.17 0.08 0.06 14.62 0.68 0.19 0.87 2.02 0.29 1 00y Storm Check 60 DI -38 10.0 489.42 0.27 0.85 0.23 8.80 2.02 0.00 2.02 0.040 0.020 7.06 2.00 0.28 0.020 1.00 0.59 0.17 0.08 0.07 18.96 0.53 0.14 0.74 1.50 0.52 1 00y Storm Check 61 DI -3113 8.0 0.04 0.21 0.90 0.19 8.80 1.66 0.13 1.79 0.010 0.020 1 83.65 2.00 0.23 0.020 1.00 0.50 0.17 0.08 0.06 12.69 0.63 0.17 0.83 1.49 0.30 1 00y Storm Check 62.3 DI -36 16.0 105.11 0.93 0.85 0.79 8.80 6.96 0.00 6.96 489.91 =0.0100,050821 52 2.00 0.24 0.050 1,00 0.52 0.17 0.08 0.09 17.50 0.91 0.41 0.99 6.87 0.08 100yr Storm Check 63 DI -36 4.0 5' ID 0.04 0.90 0.04 8.80 0.32 0.00 0.32 0.020 0.050 2.27 2.00 0.88 0.050 1.00 1.00 0.17 0.08 0.13 4.77 0.84 0.11 0.96 0.30 0.01 1 00y Storm Check 64 DI -3B 8.0 0.90 0.42 0.70 0.29 8.80 2.59 0.00 2.59 0.010 0.050 5.67 2.00 0.35 0.050 1.00 0.69 0.17 0.08 0.11 10.66 0.75 0.28 0.92 2,37 0.21 1 00y Storm Check 67 DI -3B 8.0 478.00 0.11 0.85 0.09 8.80 0.82 0.11 0.93 0.025 0.020 5.76 2.00 0.35 0.020 1.00 0.68 0.17 0.08 0.08 11.16 0.72 0.12 0.90 0.83 0.10 1 00y Storm Check 68 DI -2113 6.0 0.06 0.90 0.05 8.80 0.48 0.24 0.72 0.025 0.020 5.24 2.00 0.38 0.020 1.00 0.72 0.17 0.08 0.08 9.75 0.62 0.10 0.82 0.59 0.13 1 00y Storm Check 69 DI -2113 10.0 0.15 0.17 0.85 0.14 8.80 1.27 0.00 1.27 0.065 0.020 5.42 2.00 0.37 0.020 1.00 0.71 0.17 0.08 0.08 16.66 0.60 0.11 0.81 1.03 0.24 1 00y Storm Check 70 1131-3113 12.0 498.80 0.15 0.85 0.13 8.80 1.12 0.00 1.12 0.080 0.020 4.98 2.00 0.40 0.020 1.00 0.75 0.17 0.08 0.08 16.42 0.73 0.10 0.91 1.02 0.11 1 00y Storm Check SEE DWG. C-22 FOR INLETS IN SUMP CALCULATIONS STORM SEWER DESIGN WWA PROJECT NUMBER 208026.44 COMPUTATIONS COUNTY Albemarle County DISTRICT DESCRIPTION Building C -IV Final Site Plan SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (Tc) RAIN FALL (110) 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 STORM DRAIN CALCULATIONS BUILDING C -IV DRAINAGE DIHR BY: HFW SHEET NUMBER: 19 of 35 I WWA NUMBER: 208026.44 FILE NAME; 802644C_C-16.dwg DISCIPLINE: CIVIL SCALE: H: N/A V: N/A 60 59 0.47 0.87 0.41 0.41 5.00 8.8 3.6 488.53 486.62 61.92 0.0308 15 0.013 11.4 9.3 6.7 493.77 5.24 60 59.1 59 0.02 0.90 0.02 1 0.02 5.00 8.8 0.2 1 488.48 488.21 20.95 0.0129 6 0.013 0.6 3.3 1 6.4 492.00 3.52 59.1 59 58 0.57 0.90 0.51 0.94 5.11 8.7 8.2 486.42 486.31 20.97 0.0052 24 0.013 16.4 5.2 4.0 492.02 5.60 59 58 57 0.07 0.90 0.06 1.00 5.18 8.7 8.7 486.11 1 485.62 98.13 0.0050 24 0.013 16.0 5.1 19.2 492.00 5.89 58 57.2 57.1 0.06 0.45 0.03 0.03 5.00 8.8 0.2 1 486.50 486.40 19.92 0.0050 12 0.012 2.7 3.5 5.7 507.00 20.50 572 57.1 57 - - - 0.03 5.10 8.7 0.2 486.20 485.66 108.38 0.0050 12 0.012 2.7 3.5 31.2 491.00 4.80 57.1 57 56 1.71 0.90 1.54 2.57 5.50 8.5 21.9 485.42 484.30 223.33 0.0050 30 0.013 29.1 5.9 37.6 491.00 5.58 57 56 55 - - - 2.57 6.13 8.3 21.2 484.10 483.96 27.14 0.0052 30 0.013 29.5 6.0 4.5 491.34 7.24 56 55 54 0.27 0.85 0.23 2.80 6.20 8.2 23.0 483.76 11 482.20 85.40 0.0183 30 0.013 55.6 11.3 7.5 489.91 6.15 55 54.2 54.1 0.09 0.85 0.08 0.08 5.00 8.8 0.7 482.94 482.52 42.01 0.0100 15 0.013 6.5 5.3 8.0 491.42 8.48 54.2 54.1 54 0.15 0.85 0.13 0.20 5.13 8.7 1.8 482.32 11 482.20 12.18 0.0099 15 0.013 6.4 5.2 2.3 490.55 8.23 54.1 54 53 0.25 0.85 0.21 3.21 6.33 8.2 26.3 482.00 481.83 32.27 0.0053 30 0.013 29.9 6.1 5.3 5' ID 490.55 8.55 54 53.1 53 0.54 0.90 0.49 0.49 5.00 8.8 4.3 482.33 481.83 50.01 0.0100 15 0.013 6.5 5.3 9.5 489.42 7.09 53.1 53 52 0.04 0.90 0.04 3.74 6.42 8.1 30.4 481.63 481.50 24.26 0.0054 36 0.013 49.0 6.9 3.5 5' ID 489.96 8.33 53 52 51 - - - 3.74 6.47 8.1 30.4 481.30 1 480.45 105.11 0.0081 36 0.013 60.1 8.5 12.4 5' ID 489.91 8.61 52 51 50 0.13 0.90 0.12 3.85 6.68 8.0 31.0 480.25 479.80 22.54 0.0200 36 0.013 94.5 13.4 1.7 5' ID 487.40 7.15 51 50 49 0.17 0.90 0.15 4.01 6.71 8.0 32.2 479.60 479.20 64.00 0.0063 36 0.013 52.9 7.5 8.6 5' ID 487.15 7.55 50 49 48 1.18 0.90 1.06 5.07 6.85 8.0 40.5 479.00 478.40 114.30 0.0052 36 0.013 48.5 6.9 16.7 5' ID 487.16 8.16 49 48 EX SWM 5 0.26 0.90 0.23 5.30 7.13 7.9 41.8 1 478.20 478.00 36.22 0.0055 36 0.013 49.7 7.0 5.2 5' ID 487.16 8.96 48 D1 DRAINAGE 70 69 0.15 0.85 0.13 0.13 5.00 8.8 1.1 502.00 499.00 56.78 0.0528 15 0.013 14.9 12.1 4.7 509.81 7.81 70 69 68 0.17 0.85 0.14 0.27 5.08 8.7 2.4 498.80 494.50 124.21 0.0346 15 0.013 12.1 9.8 12.6 505.16 6.36 69 68 67 0.06 0.90 0.05 0.33 5.29 8.6 2.8 494.30 494.00 28.36 0.0106 15 0.013 6.7 5.4 5.2 500.50 6.20 68 67_ 66 0.11 0.85 0.09 0.42 5.38 8.6 3.6 493.80 493.60 20.89 0.0096 15 0.013 6.3 5.2 4.0 501.08 7.28 67 66 EX 27.1 2.55 0.45 1.15 1.57 5.44 8.6 13.4 493.40 492.20 22.33 0.0537 15 0.013 15.0 12.2 1.8 499.00 5.60 66 64 63 0.42 0.70 0.29 0.29 5.00 8.8 2.6 496.44 495.50 38.36 0.0245 15 0.013 10.1 8.3 4.6 501.71 5.27 64 63 62 0.04 0.90 1 0.04 0.33 5.08 8.7 2.9 495.30 489.50 144.03 0.0403 15 0.013 13.0 10.6 13.6 1 500.59 5.29 63 62.3 62 0.93 0.85 0.79 0.79 5.00 8.8 6.9 490.39 489.50 88.96 0.0100 18 0.013 10.5 6.0 14.9 495.42 5.03 62.3 62 61 1.16 0.85 0.99 2.11 5.30 8.6 18.2 489.30 488.00 17.31 0.0751 15 0.013 17.8 14.5 1.2 5' ID 494.39 5.09 62 61 EX 43.6 0.21 0.90 0.19 2.30 5.32 8.6 19.8 487.80 487.00 22.91 0.0349 18 0.013 19.7 11.1 2.1 494.35 6.55 61 IVF h9(��� � 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 TH Op �j �f� 1Q. o. �a l UN AL � ` 0*1 PDAT SURFNGINEERS SURV]EYORS PLANNERS ATITLE: � ES - PO Box 4119 3040Avemoresq=eP1. Lynohbacg, VA 24502 cnnloreesvne, vn zasu Phone: 434.316.6080 Phone: 434.984.2700 wwvv. wassociates.net DESIGNED BY: PROJECT STONE��ELD BUILDING RLE COUNTY VIRGINIA V FINAL SITE LAN A L 8 EMA SET REV. NO. 2 DRAWING NUMBER.' C- 16 COMMENTS DATED 7/15/11.1` 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/19/11 DRAWN BY: REG STORM DRAIN CALCULATIONS DIHR BY: HFW SHEET NUMBER: 19 of 35 I WWA NUMBER: 208026.44 FILE NAME; 802644C_C-16.dwg DISCIPLINE: CIVIL SCALE: H: N/A V: N/A DATE: 6/Z U/ 3 � NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 r; I v J, 0 00 cs z Q_ V) 18 I csi N O 00 O N i v a Q v a v ca 0 03 C) N EROSION & SEDIMENT CONTROL NARRATIVE I. PROJECT DESCRIPTION THE PURPOSE OF THIS PROJECT IS FOR THE CONSTRUCTION OF BUILDING C -IV, PARKING IN BLOCK D1, SWANSON DRIVE TO THE ENTRANCE OF BUILDING C -IV AND A PORTION OF INGLEWOOD DRIVE AND MAIN STREET. THIS PLAN IS WITHIN THE LIMITS OF THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO -200900074. THIS PROJECT WILL INVOLVE DISTURBING APPROXIMATELY 10.80 ACRES. II. EXISTING SITE CONDITIONS THE SITE WILL BE ROUGH GRADED PER THE ALBEMARLE PLACE EROSION AND SEDIMENT CONTROL PLAN WPO -200900074 AND THE EXISTING CONTOURS ON THIS PLAN REPRESENT THIS. III. ADJACENT PROPERTIES THE SITE IS BOUNDED TO THE WEST BY RESIDENTIAL DUPLEXES AND A SMALL SHOPPING CENTER, TO THE NORTH BY SEMINOLE PLACE (FORMERLY COMDIAL), TO THE EAST BY RT. 29 AND SPERRY MARINE/NORTHROP GRUMMAN, AND TO THE SOUTH BY HYDRAULIC ROAD. SPERRY MARINE/NORTHROP GRUMMAN IS ENCIRCLED ON THREE SIDES BY THIS PROJECT. IV. OFF-SITE AREAS THERE WILL BE A WATERLINE CONNECTION IN HYDRAULIC ROAD NEAR INGLEWOOD DRIVE AND A WATERLINE CONNECTION IN ROUTE 29 MEDIAN APPROXIMATELY 300 FEET NORTH OF THE INTERSECTION OF HYDRAULIC ROAD. V. SOILS THE SOILS FOR THIS SITE WILL BE CONTROLLED CONSTRUCTION FILL FROM WPO -200900074. UDORTHENTS, LOAMY (88): THIS MAP UNIT IS MADE UP OF AREAS THAT HAVE BEEN USED FOR CUTTING OR FILLING FOR CONSTRUCTION. THE AREAS ARE GENERALLY IRREGULAR IN SHAPE AND CONFORM TO PROPERTY BOUNDARIES. SLOPES MAINLY RANGE FROM 2 TO ABOUT 25 PERCENT. THE AVAILABLE WATER CAPACITY IS LOW TO MODERATE, SURFACE RUNOFF IS MEDIUM TO VERY RAPID, AND THE HAZARD OF EROSION IS MODERATE TO VERY SEVERE, ONSITE INVESTIGATIONS ARE REQUIRED TO DETERMINE THE USE AND MANAGEMENT OF THESE SOILS. VI. CRITICAL AREAS CARE SHALL BE TAKEN TO STABILIZE ALL SLOPES AND PREVENT EROSION. CARE SHALL ALSO BE TAKEN TO MINIMIZE THE TRANSPORT OF SEDIMENT ONTO RT. 29 AND HYDRAULIC ROAD. VII. STORMWATER MANAGEMENT CONSIDERATIONS SEE SEPARATE PLAN SET ENTITLED "ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN WPO -2010100023" DATED MARCH 30, 2010, SEE DRAWING NUMBER C-23 FOR WATER QUALITY FEATURES PROPOSED WITH THIS SITE PLAN. VIII. OFF-SITE ACTIVITIES OFF-SITE ACTIVITIES INCLUDE TWO WATERLINE CONNECTIONS IN THE VDOT ROW AS DESCRIBED IN SECTION IV OF THIS NARRATIVE, 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 ATTACHED 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 -QF -WAY DIVERSIONS SHALL BE PROVIDED AS SHOWN OR AS NEEDED TO DIVERT SEDIMENT -LADEN RUNOFF TO A STABUIZED OUTLET. 5. 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. 6. OUTLET PROTECTION (OP), 3.18; INSTALL AS SHOWN ON THE PLANS TO PREVENT SCOUR AT STORMWATER OUTLETS AND MINIMIZE DOWNSTREAM 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 TTHE PRESENCE OF AIRBORNE SUBSTANCES DURING LAND DISTURBING ACTIVITIES. 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. NO. SHEET REVISION ffamQAWAF DAT 9/19/11 BY I DATE 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-20 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 PROTECTFED 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 POSSIIBLE 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 IIN ANY SIX MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIALS SHALL BE PROVIDED. MS -14, APPLICABLE REGULATIONS: ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. MS -15. STABILIZATION OF BED AND BANKS: N/A THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. MS -16. UNDERGROUND UTILITIES: UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 -LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL IS TO BE PLACED ON THE UPHILL SIDE OF TRENCHES, EXCEPT FOR ANY DIVERSION DITCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFFSITE PROPERTY. C). 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 GAYS 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 BE REMOVED IMMEDIATELY. 4, SILT FENCE (3.05): SILT FENCE BARRIERS WILL BE CHECKED DAILY FOR UNDERMINING OR (DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL REACHES HALF WAY TO THE TOP +OF THE BARRIER. 5, STORMDRAIN INLET PROTECTION (3.07): SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED, 6. TEMPORARY DIVERSION DIKE / TEMPORARY RIGHT-OF-WAY DIVERSION (3.0913.11): 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. STORMWATER CONVEYANCE CHANNELS (3.17): THE MEASURE SHALL BE CHECKED PERIODICALLLY 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. 8. OUTLET PROTECTION/ RIPRAP (3.18): INSPECT AFTER RAINFALL EVENTS TO CHECK FOR SCO)UR. 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 WOVEMENT 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 CONTRQL PLANS '1, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE-CONSTERUCTION 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. 1 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/1OOSF. 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 18OLBS/ACRE AND CONSIST (OF 95%J KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS, STRAW MULCH IS TO BE APPLIED AT 80LBS/1OOOSF. 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. i 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF 3 APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G). I 3 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) IMONTHS 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 LAIND DISTURBING/ CONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PLAN. 2. VERIFY THE EROSION AND SEDIMENT CONTROLS ASSOCIATED WITH THE ALBEMARLE PLACE ROUGH GRADE PLAN WPO -2009-00074 ARE IN PLACE PRIOR TO CONSTRUCTION. 3. INSTALL CONSTRUCTION ENTRANCES, DIVERSION DIKES, TEMPORARY INLETS, TEMPORARY PIPING, AND PERIMETER SILT FENCE. 4. INSTALL TEMPORARY DROP INLET STORM STRUCTURE 66 TO CONVEY OFFSITE CLEAN WATER. 5. INSTALL STORMWATER CONVEYANCE CHANNEL SCC -1 WEST OF INGLEWOOD DR. AND OUTFALL INTO TEMPORARY DROP INLET STORM STRUCTURE 66. 6. INSTALL RETAINING WALLS. 7. PERFORM FINE GRADING TO PAD AND ROAD SUBGRADE ELEVATIONS. 8, INSTALL STORM DRAINS, PARKING LOT AND ROADWAY PAVEMENT, UTILITIES, AND FOOTINGS. 9, INSTALL INLET PROTECTION AS STORM DRAIN INLETS ARE CONSTRUCTED. 10. STABILIZE DISTURBED AREAS. 11. INSTALL LANDSCAPING AROUND NORTH BASIN. 12. 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. 13. TEMPORARY PIPES SHALL BE FILLED WITH FLOWABLE FILL ONCE SITE IS STABALIZED. 14. CLOSE OUT THE PROJECT. �LTLH OFj o - �I_ �� ,. OINj til AMM ENGINEERS SURVEYORS PLANNERS _HFW AsS000 _ - - PO Box 4119 3040 Avemore Square PI. Lynchburg, VA 24502 Chulottesville, VA 22911 434.316080 Phone: 434,9842700 DESIGNE�ABT: PROJECT: STONrFI �LD BUILDING C 1 -IV FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. � DRAWN BY: TLB DRAINING' NUMBER. C-17 TITLE: EROSION AND SEDIMENT CONTROL NARRATIVE DIBR BY: SHEET NUMBER: 20 of 35 WWA NUMBER: 208026.44 FILE NAME: BoG644CsC� 1 7.CWJ DISCIPLINE: CIVIL SCALE: H: AS SHOWN V: N/A DATE: U J O,�N0 SHEET REVISION BY DATE ww I E: Paved construction entrance for erosion control plans CONSTRUCTION OF A SILT FENCE UR VEL CURB IIVLET SEDT-AlIENT SILT FENCE DROP INLET TYPICAL WATER WAY (WITHOUT WIRE SUPPORT) PROTECTION CROSS—SECTIONS FIL TER 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF 2 X 4' WOOD FRAME COMPACTED SOIL DROP INLET 3" 'k4 ­2A ASP[­1A1_T 11 P STAKES. WITH GRATE " D =771 WMAX. % I PAV1�MIE 7NT FRAME MAX, a ,s ' >:, �, � ,.� <�w.r�reL ,,�I�' � ��;� _.-� �- � III I - ,-. — � �__-----/J - ��` � 5 I I � I I I � I II ... IIII I I Il� - I — I — I I � I II TYPICAL CONCRETE LINED DITCH TYPICAL GRASS LINED DITCH PROFILEII t \\ 3' MIN. 'TYPICAL VEE CROSS-SECTIONS IT FLOW GATHER N. NFI-1 EXCESS D -IT P­ASPt-W RA AT CORNERS 4" .......... -WAY CROSS-SECTION PARABOLIC WATER A 4. BACKFILL AND COMPACT 4� -1 rs 3. STAPLE FILTER MATERIAL THE EXCAVATED SOIL. M. 2% TO STAKES AND EXTEND i 2' WNL`t� IT INTO THE TRENCH. PERSPECTIVE VIEWS 12% TYPICAL RIRRAP CHANNEL GRAVEL FILTER 12" y1 cl RUNOFF WATER WIRE MESH STAKE D W 0 . -.'>1Ti V E DRA[NACIT!, FILTERED WATER (KEY IN CLOTH) -, EXTE`ND FULL 3 i;_ \i (gip E $S: IRWPOING C`Fr�VIC!fr OF INGRE-S'S, A' FABRIC FILTER CLOTH NOTE: ALTHOUGH FILTER CLOTH IS ELAN PREFERED, A GRANULAR FILTER MAY BE SUBSTITUTED FOR L' MIN. FILTER CLOTH. ( FOR PHYSICAL REQUIREMENTS, SEE STD. & FLOW I�I%SPEC. 3.19, RIPRAP) FF TO 3Z TYPICAL CONCRETE CHANNEL Jim I- -PPING, SEDIMSII ENT EXPANSION JOINT A ENT SHEET FLOW INSTALLATION ELEVATION OF STAKE AND (90' SPACING) (PERSPECTIVE VIEW) CONCRETE GUTTER 12 CURB INLET FABRIC ORIENTATION DETAIL A SECTION A -A FLOW 3WAX. A A x. A 11111i ilklulk Water vq_� . of I hili artist be i is4alled witti a iWiii1W11n I incli Wlgcock B vnaSPECIFIC APPLICATION SPECIFIC APPLICATION NOT TO SCALE 6" WEL > A LOCATED J ,Cli)ii,�T,t,,iiit,l-)rei,-stijre�, Wash ter 11111st be ['Tied avvay fi,tim the entrance, ATOINTSnce, to axi - - ----- ------- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE 6XI5 WELDED WIRE FABRIC approved s't!ttlig� jwea to netit, Allsedhiient Isliall be prevelitedkoin THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER AS REQUIRED /NOT D entelina ""4tonlich"IfilS, ditcheSl or watercouf:se�,�� WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS W DIA. WEEP c� INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED EXCEEDING 1 C.F.S.) ARE TYPICAL, THE METHOD SHALL NOT 6 c�- C�T 6 C�4 °° °_` c�- HOLE, 8' AREAS. APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS - PAVED WASH RACK POINTS A SHOULD BE HIGHER THAN POINT B. NO !'__;CAE DRAINAGEWAY INSTALLATION GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. IN STREET OR HIGHWAY MEDIANS. SECTION A -A e (FRONT ELEVATION) TRAPEZOIDAL WATERWAY CROSS-SECTIONS NOTE: IN LIEU OF A WATER TAP EACH CONSTRUCTION ENTRANCE SHALL I I SOURCE: VA. DSWC PLATE 3.17-1 (SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers or Sediment Control,VA. DSWC PLATE. 3.05-2 SOURCE: VA. DSWC PLATE 3.07-6 SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual 1988 PLATE 3.07-1 HAVE A WATER TRUCK WITH 2 PRESSURE WASHERS AT EACH '!Sherwood and Wyant CONSTRUCTION ENTRANCE AT ALL TIMES, TYPICAL ORIENTATION OF TYPICAL TREA TMENT TEMPORARY R'IGHT-OF-WAY TEMPORARY DIVE'RSION DIViE TREAT11ENT I (SOIL STABILIZATION BLANKET) MVERSIONS INS TALLA TION CRITERIA (SOIL STABILIZATION BLANKET) VDOT #1 SHALLOW ANCHOR SLOT COARSE AGGREGATE 18" SLOPE NOTES APPROXIMATELY 20D STAPLES REQUIRED PER 100 SQ. YDS. OF MATERIAL ROLL. Compacted Soil ON SHALLOW SLOPES, STRIPS OF NETTING PROTECTIVE COVERINGS ANCHOR SLOTS, JUNCTION SLOTS & =III -III. MAY BE APPLIED ACROSS CHECK SLOTS TO BE BURIED 6" TO 12". SII-11=i�Jj 18" THE SLOPE. III I— 12" MAX. 4:1 OR FLATTER —Flow 6" MAX. STEEPER THAN 4:1 JUNCTION SLOT —III'iil�lill III ITI II EDGE AND END JOINTS BERM CHECK SLOT TO BE SNUGLY ABUTTED I (JUTE MESH WILL HAVE I I WHERE THERE IS A BERM AT THE TOP OF THE SLOPE, TERMINAL FOLD STAPLED LAP JOINT IN 6 4,5' min. BRING THE MATERIAL OVER THE BERM AND ANCHOR IT LIEU OF EDGE JOINT BEHIND THE BERM. LAP JOINT 2" MIN. (JUTE MESH ONLY) =T-jj=_jj =T-jj=Fjr;�T-jj= 1 11-1 TAMP FIRMLY DD '—I I 1;;Z11 I ANCHOR SLOT 5' MAX, 4:1 OR FLATTER STEEP 3' MAX, STEEPER THAN 4:1 1 1 1 1 1 -'TURE SLOPE 2" 1 = I — TYPDCAL GRAVEL STRU-'. ON STEEP SLOPES, APPLY (5' TO 12" SOURCE: VA. DSWC PLATE 3.09-1 :7. PROTECTIVE COVERING PARALLEL 11 WRIM TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. CHECK SLOT COMPACTED SOIL I TO 2" — — — — — — TAMP CHECK SLOT FIRMLY VAR. TEMPORARY PERMANENT SEEDING SCHEDULE 3.32-D 6" PLAN VIEW TO 12" 0 4" _91N BRING MATERIAL DOWN TO A LEVEL AREA BEFORE STAPLING DIAGRAM JB" V n 0 TERMINATING THE INSTALLATION. TURN THE END (0 _ 0-— UNDER 4" AND STAPLE AT 12" INTERVALS. CHECK SLOTS AT MIN. LAWN TYPE SEEDING RATE PER ACRE 12" STAPLE FORMED FROM NO.1 I STEEL WIRE. 50C—C INTERVALS; 8" STAPLE MIN. LENGTH FOR SANDY SOIL, NOT REQ.'D WITH ALL Cp 5" STAPLE MIN. LENGTH FOR OTHER SOIL. "COMBINA FION "BLANKETS HIGH MAINTENANCE KENTUCKY .31 OR LAWN (WITHIN TURF -TYPE TALL FESCUE 200-250 LBS DITCH FLOW JUNCTION SLOT LOT AREA) SEEDING DATE SEASONAL NURSE CROP 00 TAM P TERMINAL FOLD __1 IN DITCHES, APPLY PROTECTIVE COVERING 12" FIRMLY TAMP FIRMLY FEB. 16 THRU APRIL ANNUAL RYE PARALLEL TO THE DIRECTION OF FLOW. 4" -giNI�AJ GENERAL SLOPES KENTUCKY 31 FESCUE 128 LBS MAY 1 THRU AUG 15 FOXTAIL MILLET USE CHECK SLOTS AS REQUIRED. AVOID 3 OR LESS RED TOP GRASS 2 LBS JOINING MATERIAL IN THE CENTER OF AUG 16 THRU OCT ANNUAL RYE THE DITCH IF AT ALL POSSIBLE. SEASONAL NURSE CROP 20 LBS CL NOV THRU FEB 15 WINTER RYE WE CL MI I-- I LI T LOW MAINTfENANCE USE GROUND COVER PLANTINGS _0 =7 TYPICAL EARTHEN 'S HUCTURE AND/OR VINES IN ACCORDANCE WITH SLOPES 2:1 OIR STEEPER TABLE 3.37-C OF THE VESCH. _FI I=- nT OnAn AND OD[MrF' 1ZTAKinAPr)C' PLATE: 3 36-2 Source: Va. SWCC Plate 3 11-1 SOURCE: ADAPTED FROM LUDLOW PRODUCTS BROCHURE PLATE: 6.66- I SOURCE. VD NOTES 1. ALL PERMANJENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10-20-10 AT A RATE OF 1,000 POUNDS PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW MULCH AT A RATE OF 1-1/2 TONS PER ACRE DURING THE SPRING AND FALL AND 2 TONS PER ACRE IN THE WINTER AND SUMMER. CN 2. SLOPES LABELED AS 2:1 WITH VDOT ST'D EC -2 LINING MAY HAVE AN ANNUAL RYE HYDROSEED W/ TACKIFIER PLANTED ON 0 00 THE SLOPES AT PERMANENT SEEDING RATES IN LIEU OF USING THE EC -2 LINER TO ALLOW FOR EROSION PROTECTION PRIOR TO GROUND COVER PLANTING. q) 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 t,�'YH op DESIGNED BY: PROJECT: STONEFIELD SET REV. NO. DT 2 E Q> COMMENTS DATED 7/15/11. BUILDING C I —IV FINAL SITE PLAN 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. DAT 9/191 1 1 10, y0ENGPNEERS SURVIEYORS DRAOIN BY: ALBEMARLE COUNTY, VIRGINIA DRAWING NU�vIBER- TLB — TITLE: �0 N PLANNERS C-20 DIHR BY: 0 EROSION AND SEDIMENT CONTROL DETAILS 00 CN 1(c. 0. AsS U'CIATES HFW SHEET NUMBER: WWA NUMBER.- FILE NAME: DISCIPLINE: DATE: PO Box 4119 3040 Avemorce Square P1.'CALE: Lynchburg, VA 24502 Ch�lottesvillee, VA 22911 1ONAL 0*0 Phone: 434.316.6090 Phone: 4341.984.2700 208026.44 802644C—C-20.dwg CIVIL H: AS SHOWN /en 6/ 22 24 of 35 NO. SHEET REVISION BY DA7TE NO. SHEET REVISION BY DATE 1 V: NIA a1 3 13 N I U v �t cfl a co Z U) U �i- 6 0 00 0 N a� cs 2 10'I 9'-8" I S Il SIGNAGE AND STRIPING LEGEND middle unit 'T end unit I DESCRIPTION Igor 2"x (8" to 12") boards 4"g 4" posts, 8' long I rrrrrr rrrrrrEAR�T`l II- I-- �41r- 2 45° Ground line ro I SPEED LIMIT SIGN - 25 MPH SPEED This barricade is to be placed at the end of all dead end streets. Lumber dimensions. are nominal sizes. The reflectorized area shall have a smooth, sealed encapsulated Jenks material outer surface. The predominant color for other barricade components shall be white, except that unpainted galvanized metal or aluminum components may be used, Because of their vulnerable position and possible hazard they could create, barricades should be constructed of light weight materials and have no rigid stay bracing. Planks are to be fastened to posts with 2 - 3/8" x 6 1/27carriage bolts and washers. or with 2 - 7/16"x 4" lag screws and washers. Bolts and screws are not to be placed Closer than 2" from the edge of planks. The following note shall appear on all plans. "The barricade shall be removed at such time as the need no longer exists, as determined by the Director.If the barricade is within. VDOT R/SP, a permit is needed for its .removal. CHARACTERISTICS Color of stripes.Refleetorized red and ireflectorized - hi;tt Width ofrail S" min. - 12" max, Number of refiectorized rail faces 3 if facing traffic in 1 direction 6 if facing traffic in 2 directions This barricade and other traffic barricades are described in the latest. edition of VDOT's Work Area Protection Manual Standards and Guidelines and MUTCD. 1 MIN 5' ' U0 BATTER = %" PER 8" HIGH BLOCK (MUTCD R3 -5R) STD. NO. NORMAL EARTH FOUNDATION STANDARD TRAFFIC BARRICADE 12:1 MA 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D TB -1 ❑5 6" SINGLE SOLID WHITE LINE (TYP) © 6" SINGLE SOLID YELLOW LINE (TYP) 6" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) 91 4" SINGLE BROKEN LANE WHITE LINE 10 4" SINGLE MINI -SKIP WHITE LINE 11 24" SINGLE SOLID WHITE LINE (TYP) t,* CL 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. -�Q 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. 00 0 N NO. SHEET REVISION CG -12 SIGNAGE AND STRIPING LEGEND ID ITEM (SPECIFICATION) DESCRIPTION © STOP SIGN rrrrrr rrrrrrEAR�T`l II- I-- �41r- 2 (MUTCD W1-1) SINGLE POST oo 0 SPEED LIMIT SIGN - 25 MPH SPEED IX SPACE (MUTCD R2 -1C) SINGDLENPOSTAME LIMIT STAFTE ROUTE # �.--- • 50.1Ayt 3- SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 25 - ❑5 6" SINGLE SOLID WHITE LINE (TYP) © 6" SINGLE SOLID YELLOW LINE (TYP) 6" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) 91 4" SINGLE BROKEN LANE WHITE LINE 10 4" SINGLE MINI -SKIP WHITE LINE 11 24" SINGLE SOLID WHITE LINE (TYP) t,* CL 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. -�Q 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. 00 0 N NO. SHEET REVISION CG -12 TOP OF FILL -y4, BLOCK # SPACE - GENERAL NOTES: GROUND LINE 1. CTIONAL DI rrrrrr rrrrrrEAR�T`l II- I-- �41r- 2 2400 ► R 4 SIGN AM E) TR IX SPACE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE SINGDLENPOSTAME SR 29 STAFTE ROUTE # �.--- • 50.1Ayt 3- SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP SPACE - FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. ROAD NAME 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF MIN. 1/10 D II - SPACE PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. ® RIGHT TURN ONLY REQUIRED BARS ARE TO BE N0. 5 X 8'" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 1 MIN 5' ' U0 BATTER = %" PER 8" HIGH BLOCK (MUTCD R3 -5R) ONLY NORMAL EARTH FOUNDATION ❑5 6" SINGLE SOLID WHITE LINE (TYP) © 6" SINGLE SOLID YELLOW LINE (TYP) 6" DOUBLE SOLID YELLOW LINE (TYP) ® 4" SINGLE SOLID WHITE LINE (TYP) 91 4" SINGLE BROKEN LANE WHITE LINE 10 4" SINGLE MINI -SKIP WHITE LINE 11 24" SINGLE SOLID WHITE LINE (TYP) t,* CL 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. -�Q 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. 00 0 N NO. SHEET REVISION CG -12 TOP OF FILL -y4, TOP OF FILL - GENERAL NOTES: GROUND LINE 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. rrrrrr rrrrrrEAR�T`l II- I-- �41r- 2 A-4 IF POFCTHEt NANT FACE THE 6 9 4 WITH SLIIPP RESIS INTTEGRAL SU COVERING FULL WIDTHCLASS 4 sill rrr ROCK OR RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE + +� UNYIELDING SOIL WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER- �.--- • 50.1Ayt 3- SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP TYPE A - FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. PERPENDICULAR 4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF MIN. 1/10 D II - MATERIAL PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. �I►6 X 5. REQUIRED BARS ARE TO BE N0. 5 X 8'" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 1 MIN 5' ' U0 BATTER = %" PER 8" HIGH BLOCK CONCRETE COVER. 11/2". 12-1 ' NORMAL EARTH FOUNDATION ROCK FOUNDATION 12:1 MA 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D ARE INCLUDED IN PAYMENT FOR CURB I CURB AND GUTTER. TOP OF FILL TOP OF FILL TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED THEY AT INTERSECTIONS WHEREVER PARALLEL rrrrrrrrrrrr r rrrrrrrrrrrrr -= rrrrrrrrrrrrr rrrrrrrrrrrrrr - = rrrrrrrrrrr rrrrrrirrri .= BY THE ENGINEER. ARE TO BE PROVIDED AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY rrrrrrr rrrrrrr.�rrrr,•r � =rrrrrr rrrrr rrrr. rrrrrr rr; rrr �i rrrr r rr rrrrrr `- CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, N � rrrrrirrrr rrrrrrrrir + = r r rrrrrr GROUND o rrrr LINE OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS + rrrrrrrrr 8 rrrrrrrrr - GROUND a LINE f AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER,AND SHOULD NOT - WITHIN CROSSWALK BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE 12.1 MAX 11 If 1 114* EARTH HYDRANTS, DROP INLETS. ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS 12111 WITH BUFFER STRIP UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED MAX, a _ {(y( MIN. 1/10 D X D X BEDDING r/ ': PER - - SOIL 5, MIN ���_ 71C{'c� MATERIAL AND USED BY PEDESTRIANS. BEDDING EARTHi 8- RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT WN ROAD AND BRIDGE STANDARDS THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING ISAT 4' )K , 2" HIGHER THAN NORMAL EARTH FOUNDATION PERPENDICULAR TO THE CURB. EDGE OF PAVEMENT AT )K)K ,SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK, WHEN THE ENTRANCE RADIICANNOT 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. ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK ^I•YPE C AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. TRAFFITRUCK TRAFFIC) FOR CONCRETE DEPR TO STANDARD TH. COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH ROAD AND RIDGE 11 WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TRUNCATED DOME is C -C t° SHEET 1 OF 4 A 4' x 41 LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR -e4 :6"-2.4" 107.01 Y. THI 4` 4' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWA S x o O O O O 0 a LANDING AREA MAY INCLUDE THE GUTTER PAN. - 0 0 0 0 0 0 0 0 0 0 0 0-® 6".0 0 0 0 0 0 0 0 0 0 0 0 •6 6 0000000000000a0 + , 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iN N 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 I_ 15OZ-65X OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 I" --I- TOP DIAMETER 0 VARIABLE 4' MINIMUM PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL ry �r� �p ��p pp p� ® DE/T�AIL "tVDOT CG -12 DETECTABLE :1[f11�NINl7 SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 10/09 VIRGINIA DEPARTMENT OF TRANSPORTATION $02 203.05 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL -y4, TOP OF FILL - TOP OF FILL GROUND LINE GROUND LINE _ - GROUND LINE x rrrrrr rrrrrrEAR�T`l II- I-- �41r- 5 8 - , I 6 9 4 �r 7ARITI r. r sill rrr ROCK OR = rr + d + +� UNYIELDING SOIL _] 0 o BEDDING EMBEDMENT \: - MATERIAL MIN. 1/10 D X D X MIN. p X MIN. 1/10 D II - MATERIAL �"-' MATERIAL �I►6 X 1/ " PER 1' OF H V) BATTER = %" PER 8" HIGH BLOCK I . 8", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D �MIN. �� TOP OF FILL TOP OF FILL TOP OF FILL Cf�OSSWA K z � rrrrrrrrrrrr r rrrrrrrrrrrrr -= rrrrrrrrrrrrr rrrrrrrrrrrrrr - = rrrrrrrrrrr rrrrrrirrri .= _ ,,r rrrrrrr� rrrrrrr, = ____ r' rr rrrr rrrrr rrrrrr - ���� � = rrrrrrr rrrrrrr.�rrrr,•r � =rrrrrr rrrrr rrrr. rrrrrr rr; rrr �i rrrr r rr rrrrrr `- r -` rrrr rrr rrrrrr r err rrr rr N � rrrrrirrrr rrrrrrrrir + = r r rrrrrr GROUND o rrrr LINE .�-- rrrrrr + -- rr rrr r rrrrrr GROUND a LINE + rrrrrrrrr 8 rrrrrrrrr - GROUND a LINE f rrrrrr - WITHIN CROSSWALK - - - o - 11 If 1 114* EARTH _ L I ROCK OR BUFFER STRIP) WITH BUFFER STRIP MIN. 1/10 D UNYIELDING - MIN. 1/10 D X D X BEDDING r/ ': PER - - SOIL - MIN. 1/10 © MATERIAL 1° OF H X D X BEDDING EARTHi MIN. 8", BEDDING MATERIAL ROAD AND BRIDGE STANDARDS MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL . BEDDING MATERIAL IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE NOTES: SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12"' ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. REGULAR BACKFILL MATERIAL IN ACCORDANCE 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 STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS TMON SPEFERE CIE REFERENGEE ROAD AND RIDGE CIRC. PIPE BEDDING AND BACKFILL - METHOD "All 302 SHEET 1 OF 4 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 303 107.01 SQ. PTD. GALV. STEEL TUBE SQ. PTD. GALV. STEEL TUBE S')Q. PTD. GALV. STEEL BAR, EQUAL SPACING TWVEEN 2" x 2" POSTS " SQ. PTD. GALV. STEEL TUBE BEYOND " SQ. PTD. GALV. STEEL TUBE JP OF WALL DAT 8/29/1 1 DAT 9/19/11 BY DATE NO. SHEET REVISION GUARDRAIL DETAIL NOT TO SCALE BY I DATE A PERMISSIBLE ( AWTRI IP.TIAN I" LONG C 12" C -C B MAi i�{ MAX - r{I B TRUNCATE DOME A SEE SHEET i OF 5 FOR DETAILS 8'-O" Win. 4'-0" in BACK OF CURB -12:1 MAX. 48.1 MAX. 2Qt 2' MIN. �- SECTION A^A PERMISSIBLE CONSTRUCTION JOINT p SECTION B -B NOTES, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE,SEE SHEET 1OF 5. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING 4 (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. ■ TYPE A WITH BUFFER STRIP CG -12 ALTERATIONS ]C V MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB Y I 1' A 4' SQUARE LANDING AREA OUTSIDE OF 2 5 8 A V SQUARE LANDING AREA OUTSIDE OF 6 9 4 8 12 5 t0 15 6 14 15 TRAVELWAY $HALL E PROVIDEDWITHIN c TRAVELWAY SHALL BE PROVIDED WITHIN EMBEDMENT \: U7 a \ ,\ `� D CROSSWALK AREA. THE MARKED CROSSWALK AREA. CONCRETE LEVELING PAD V) BATTER = %" PER 8" HIGH BLOCK �o INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND BEHIND WALL OR POOR FOUNDATION SOILS. SEGMENTAL x �� � Cf�OSSWA K N = CROSSWALK TYPICAL s=7 0 t5 1 PLACEMENT V) TYPICAL PLACEMENT I AT INTERSECTION AT INTERSECTION CROSSWALK ROSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE s CG -12 DETECTABLE WARNING SURFACE XV DOT ROAD AND BRIDGE STANDARDS 105 TYPE A (PERPENDICULAR) APPLICATION REVISION akrE SHEET 2 of 5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 10/09 203.06 1.0 VARIABLE WIDTH; SEE SITE PLAN 1.0 2;/SLOPE UNLESS OTHERWISE NOTED ON PLANS 4" MIN. . 1=1TI=1_TI-1 COMPACTEDSUBGR-III=1 1=�=11' 11L111--1=JJ 1=11_I=1 1 -III= T--] COMPAADE 1ll1� -III-II I-111 111-11 TI11=III=III-I - -r -r=Thi-elf-r 4"-VDOT II NB AGGREGATE NOTES 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE, 2. DISTANCE BET`NEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINA.. DIRECTION. 3. UD -3 UNDERDRAINS FOR SIDEWALKS ARE NOT REQUIRED. ACCORDING TO SOILS REPORT GENERATED BY ECS, LLC DATED MAY 8, 2009 PLASTICITY INDEX (PI) AT ROADWAY LOCATIONS EXCEEDING 3% RANGE FROM 9 TO 10. UD -3 UNDERDRAINS ARE NOT REQUIRED WHEN PI IS LESS THAN 13. SIDEWALK - DETAIL NOT TO SCALE 72 0/0 NG A I ON �� HALT CG -12 w5 DOWELS. 8" LONG "1*1 AT 12" C -C 51I 12-1 MAX I I PERMISSIBLE CONSTRUCTION JOINT 2 r 12=1 MAX ,n TABLE)I k' (SEE T DOMES 1 OF 5 FOR DETAILS OF ROADWAY CURB BACK OF CURB 48 1 MAX. 201 _ 48 : 1 MAX,_-- 2'MIN. SECTION A -A PERMISSIBLE x - CONSTRUCTION JOINT N CU 0 c.1 � SECTION B -B NOTES-, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP 15 LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE, TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 i 5 7 2 5 8 3 6 9 4 8 12 5 t0 15 6 14 15 XVoo-r ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 10/09 NOTES: 1. CROSS WALKS SHALL BE CONSTRUCTED WITH VDOT TYPE B CLASS I THERMOPLASTIC MATERIALS IN ACCORDANCE WITH THE VDOT ROAD AND BRIDGE -SPECIFICATIONS 2. CROSSWALK MATERIAL COLOR SHALL BE WHITE 6" WIDE PEDESTRAIN CROSSWALK PAVEMENT MARKING DETAIL NOT TO SCALE 1' 42" HIGH DECORATIVE GUARDRAIL - SEE GUARDRAIL DETAIL THIS SHEET TRIM CAP WITH CONTINUOUS ADHESIVE (AS PER MANUFACTURER'S RECOMMENDATION) -� GRANULAR DRAIN (#57 y ; STONE) FILL FILTER FABRIC BETWEEN AND - REBAR (TYP.) BEHIND SELECT MATERIAL TO ANCHORS n BE APPROVED BY DRAWN BY: TLB GEOTECHNICAL ENGINEER HEIGHT H GEOGRID (AS NECESSARY) VARIES PER WALL HEIGHT c EMBEDMENT \: A SU.DRAIN (DAYLIGHT) VARIES* \ ,\ `� COMPACTED GRANULAR BASE OR OPTIONAL CONCRETE LEVELING PAD MAX. WALL BATTER = %" PER 8" HIGH BLOCK * MINIMUM 3'-0" EMBEDMENT. EMBEDMENT DEPTH INCREASES WITH INCREASED WALL HEIGHT, SLOPING FILLS IN FRONT AND BEHIND WALL OR POOR FOUNDATION SOILS. SEGMENTAL RETAINING WALL DETAIL NOT TO SCALE WITH BUFFER STRIP 5" MIN 1..t2 -X 4' MIN WITH BUFFER STRIP WITHOUT BUFFER STRIP CROSSWALK I CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK sWN 4'SOTSIDE A LANDING+ AREA N A OFF TRAVELWAY g A d' WAL SHALL N PROVIDED FOR CUTE CRS SHALL O1d11AR D D FORLK cRos"s1YHE Kic MARKED sswra-x PERP WITH BUFFER STRIP CROs CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION 5"MAN (CURB 7 auFFER STRIP 5` SIDEWALK DIAGONAL PLACEMENT s' MIN SPECIFICATION REFERENCE 105 502 SEGMENTAL RETAINING WALL NOTES 1. BOTTOM ELEVATIONS SHOWN ON THE PLANS ARE A DEFINITION OF THE GROUND ELEVATION, NOT THE FOUNDATION ELEVATION. FOUNDATION, DEPTH TO THE FOUNDATION, AND WALL STRUCTURE ARE TO BE DESIGNED BY THE WALL MANUFACTURER. WALL MANUFACTURER SHALL MEET ALL ALBEMARLE COUNTY DESIGN, SUBMITTAL, AND BUILDING PERMIT REQUIREMENTS, SEPARATE BUILDING PERMIT REQUIRED AMID SHALL BE OBTAINED BY RETAINING 'NALL CONTRACTOR. 2. ALL RETAINING WALLS EQUAL TO OR GREATER THAN 30" IN HEIGHT SHALL HAVE A 42" GUARDRAIL, SEE DETAIL THIS SHEET. ALL GUARDRAIL SHALL BE IN ACCORDANCE WITH BUILDING CODE AND ADA REQUIREMENTS. 3, THE WALL MANUFACTURER SHALL INCLUDE THE GAURDRAIL POST FOUNDATION DESIGN WITHIN THE WALL DESIGN. 4, PROVIDE SEGMENTAL RETAINING WALLS WHERE INDICATED ON DRAWINGS. RETAINING WALL MATERIAL AND COLOR AS SELECTED BY THE OWNER. 5, DESIGN SEGMENTAL RETAINING WALLS TO CONFORM TO THE REQUIREMENTS OF THE NCMA "IDESIGN MANUAL FOR SEGMENTAL RETAINING WALLS." 6. PRIOR TO THE START OF WORK, PROVIDE REI-AINING WALL DETAIL SHOP DESIGN DRAWINGS `.SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN 'VIRGINIA SHOWING WALL ELEVATIONS, GEOSYNTHETIC TYPES AND LOCATIONS, BACKFILL MATERIAL, AND OTHER DETAILS REQUIRED TO CONSTRUCT THE WALLS, OBTAIN APPROVAL FROM ALBEMARLE COUNTY BUILDING INSPECTIONS FOR DETAILED SHOP DESIGN DRAWINGS PRIOR TO CONSTRUCTION. 7. GEOTECHNICAL INFORMATION REQUIRED FOR THE WALL DESIGN IS THE RESPONSIBILITY OF THE WALL DESIGNER. 8. EXTERNAL STABILITY ANALYSIS FOR BEARING CAPACITY, GLOBAL STABILITY, AND TOTAL AND DIFFERENTIAL SETTLEMENT ARE THE RESPONSIBILITY OF THE WALL DESIGNER. 9. PROVIDE BASE LEVELING PADS OF COMPACTED AGGREGATE OR NON -REINFORCED CONCRETE TO THE LINES AND GRADES SPECIFIED BY THE WALL DESIGNER, PAD SHALL BE 6" MINIMUM THICKNESS, AND SHALL EXTEND 6" MINIMUM IN FRONT AND IN BACK OF THE WALL UNITS. 10. GEOGRID SHALL BE MANUFACTURED SPECIFICALLY FOR SOIL REINFORCEMENT APPLICATIONS, .AND SHALL BE ORIENTED WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL ALIGNMENT. 11. GRANULAR DRAIN FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF CLEAN ANGULAR GRAVEL, MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING 1 INCH 100 3/4 INCH 75-100 No. 4 0-60 No. 40 0-50 No, 200 0-5 12, REINFORCED FILL SHALL BE AS SPECIFIED BY THE WALL DESIGNER, AND SHALL CONSIST OF INORGANIC USCS SOIL TYPES GP, GW, GM, GC, SW, SP, OR SM MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D-422. SIEVE SIZE PERCENTAGE PASSING 4 INCH 100 No. 4 20-100 No. 20 0-60 No. 200 0-30 THE FINE FRACTION (MINUS NO. 40.) SHALL HAVE A MAXIMUM LIQUID LIMIT OF 40 AND A MAXIMUM PLASTICITY INDEX OF 20. THE FILL SHALL BE FREE OF DEBRIS, ORGANIC SOILS, AND EXPANSIVE SOILS 13. PERFORATED SUBDRAIN SHALL BE PVC OR CORRUGATED HDPE PIPE. SUBDRAIN SHALL BE PERFORATED OR SLOTTED. 14, CONSTRUCT SEGMENTAL RETAINING WALLS IN ACCORDANCE WITH THE WALL DESIGNER'S INSTRUCTIONS, J )� 15. CONTRACTOR IS ADVISED THAT STORMWATER SHALL BE ROUTED AWAY FROM THE RETAINING WALL DURING CONSTRUCTION. DIHR BY: DETAILS C___.2 _Assu"K(I"IATESHFW PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: 1yn�hbucg,VA24502 Charlotusin",VA22911 WWA NUMBER. FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 _ CIVIL f_I: NIA '�5 of 35 �w v.wwacsooiazes.nat 20802 6.44 802644('-C-2 l . dWg ��� (j�' Am AIIIENGINEERS SURVEYORS PLANNERS DESIGNEDDAB�: PROJECT. STONEFI ELD BUILDING C1 -1V FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 2 DRAWING NUMBER: DRAWN BY: TLB TITLE. DIHR BY: DETAILS C___.2 _Assu"K(I"IATESHFW PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: 1yn�hbucg,VA24502 Charlotusin",VA22911 WWA NUMBER. FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 _ CIVIL f_I: NIA '�5 of 35 �w v.wwacsooiazes.nat 20802 6.44 802644('-C-2 l . dWg ��� (j�' 3 I U CJ ti- NO 00 3 a / Z S CL I V) I U rf- N 0 N U SUMP INLET DESIGN STORM INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) - . , , ,..•....:..:. .... . .......... .........:..... . . ,....,, v"..,....... ..; ......,. ,.......,..... . .. .....,... ..,.........,. ......,. ................... ..,...,.,......... E .... ,. ...... . ,..... ..,.. .. ..•..... .......,:,,....... ...,...... ,... ,..,, ... ., . .,. . .....,..... : .... ........ ........ Intensity i I 4.00 �.., P ;(Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity i and depth) Incremental c Incremental Drainage 9 Area (Ac.) c A i ! (In/hr) (min} 2 (� } Q cfs Slope 2 ( ) (ft/ft) Channel GeometryLiner V x R Material i i b Zi Z2 Allowable n Velocity Y (fps) Manrnngs Coefficient, In Is 0.013 i In/hr to (� ) ........., 10 -Year Depth (ft) m.... Remarks incremental Accumulated 3 _,._ .,.., 8.80 1.15 1.15 (Intensity is 4 in/hr for spread, and 6.5 In/hr for capacity depth) and dep ) F 2.72 6.67 Inlet ? 0.94 1.33 Velocity OK Depth OK £Hydrology ` `Curb and Gutter 1c. o, tiAsSOCIATES Ofd ;Inlet E STORMWATER MANAGEMENT CALCULATIONS SCC2 0.45 0.06 0.03 0.03 5.00 5.18 Inlet 0.0 4.0 4.0 EC -2 0.08 0.050 4.00 0,72 6.67 z Hydrology 0.24 0.60 Velocity OK Death OK Curb and ,Gutter Phone: 434.316.6080 Phone: 434.984.2700 wvr;v,WVeSsociatesmct - ;Inlet 802644C_C-22.dwg CIVIL H: N/A V: N/A 6/20 1 N0, SHEET REVISION BY" DATE } g. k S;R Lii 3 WTPQ �a 3a 12 3 j O i t €K' x U - 1 C I O e U _ -c to O U •F <�'_ � €r-, g, @ � 4 O U > O U O f -O - U _ Sia O a�=9(?,. &a .� �}e, O41'4'a 1 r,. O i cz cz _ 1 O C -i } _O N N - C O sz ,' O) ;. W N F Y!rCQC1f O O U 3 O tOLro-6 .rte., WINE*,,, z� CO L CUOO O O Q -Q '`tt*a✓,7i' X ` 'S Y_CC9 'S ~ O � 'a 0- > O C O ts • r WC!1 left 0.03 0. 2 0.11 0.00 0.11 0.0010 0.0200 1 2.0 0.0200 1.0000 4.50 0.79 J Q right 1 0.05 1 0.90 10.0451 Cl' 0.18 0.00 0.18 0.0010 0.0200 1 2.0 1 0.0200 1 1.0000 1 5.42 0.71 R left 1 0.03 53.1 3C 6.0 0.02 combined flow 0.3 0.0010 0.003 2.0 € I I ; 1.0000 6.22 1 0.65 right 1 0.05 0.90 10.0451 0.40 0.00 0.40 0.0010 0.0200 2.0 0.0200 all 1 0.25 1 0.85 1 0.213 1 0.85 0.00 0.85 53.1 54 DI -7 n/a combined flow 0.7}, 0.9a = 0.0 04 n/a `^ all 1 0.25 1 0.85 10.2131 1.87 1 0.00 1.87 54 DI -7 n/a 100 YEAR CHECK STO RIM 1.9 26, °? n/a _4..' all 1 0.27 1 0.85 10.2301 0.92 0.00 0.92 55 DI -7 n/a 0.9 all 1, 0.27 1 0.85 10.2301 2.02 0.00 2.172 ' n/a 55 DI -7 n/a YEAR CHECK STORM 2.0 {«, n/a f 4 ;100 3 i all 1 0.06 1 0.450.027 0:24 all 1 0.06 1 0.45 10.0271 0.11 0.00 0.11 57.2 [_DI -1 n/a 0.1 DI -1 re ; n/aak . ,. 100 YEAR CHECK STORM € L....F .. ttT30 . n/a , 1 ,....,...,, s :... ....:...:.... all 1 0.07 10.90 10.0631 0.25 0.00 0.25 0.063 0.55 1 0.00 0.55 58 DI -1 58 DI -1 n/a 0.6 0.3'€ 4?3 n/a € � r F t n/a I left left 1 0.05 10.90 10.0451 0.18 0.05 0.23 0.0010 0.0200 1 2.0 0.0200 1 1.0000 1 5.94 0.67 right 1 0.02 10.90 10.0181 0.07 1 0.00 0.07 0.0010 0.0200 1 2.0 1 0.0200 1 1.0000 1 3.80 0.86 I I 59 3C 6.0 59 combined f low 0.3 6.0 ,:„ 0.003 a ' s combined flow 1.1 4;3'0'° 0.005 100 YEAR CHECK STORPM all 1 0.75 10.85 10.6381 2.55 62 DI -12 4.0 2.63 3 n/aQ ' i i 1 0.75 10.85 10.6381 5.61 0.08 5.69 62 DI 12 n/a 5.7 all 1 2.55 10.45 11.1481 4.59 0.00 4.59 Ps, n/a $ ?, .° 66 DI -7 n/a 4.6 „ , n/a SUMP INLET CHECK STORM INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H 6 fps NA CLASS 2 IF 8 fps 20" CLASS 3 CLASS I DRY RIPRAP 14 fps Segment ID g Incremental c Incremental Drainage 9 Area (Ac.) c A i ! (In/hr) (min} 2 (� } Q cfs Slope 2 ( ) (ft/ft) Channel GeometryLiner V x R Material i i b Zi Z2 Allowable n Velocity Y (fps) 2 -Year Velocity Y (fps) i In/hr to (� ) O cfs io ( ) 10 -Year Depth (ft) Maximum Channel Depth (ft) Remarks incremental Accumulated 3 Intensity 8.80 1.15 1.15 (Intensity is 4 in/hr for spread, and 6.5 In/hr for capacity depth) and dep ) 0.050 4.00 2.72 6.67 7,65 0.94 1.33 Velocity OK Depth OK Mannings Coefficient, n Is 0.013 ` 1c. o, tiAsSOCIATES Ofd PO Box 4119 3040 Avemore':Square Pl. Lynchburg, VA 24502 CharlottesviIle,VA22911 E STORMWATER MANAGEMENT CALCULATIONS SCC2 0.45 0.06 0.03 0.03 5.00 5.18 Inlet 0.0 4.0 4.0 EC -2 0.08 0.050 4.00 0,72 6.67 z Hydrology 0.24 0.60 Velocity OK Death OK Curb and ,Gutter Phone: 434.316.6080 Phone: 434.984.2700 wvr;v,WVeSsociatesmct - ;Inlet 802644C_C-22.dwg CIVIL H: N/A V: N/A 6/20 1 N0, SHEET REVISION BY" DATE 3a t €K' r O_ is O U O i ?� C 1 O N - C O _ O U 3 tOLro-6 CO-ro CO L CUOO O O _ roC '`tt*a✓,7i' N� ` 'S Y_CC9 JCcoCf ~ i 7 O O o .. ts • O } maCSf n> ,:i c E 0- > J Q Ci U ? O 1 CJ' Cl' Cf € Cn S~ (1) U) f- W �Sr, ,', -O + QJ R left 1 0.03 0.90 0.027 0.24 0.02 0.26 0.0010 0.0200 2.0 0.0200 1.0000 6.22 1 0.65 right 1 0.05 0.90 10.0451 0.40 0.00 0.40 0.0010 0.0200 2.0 0.0200 1.0000 7.30 0.57 f. 53.1 3C 6.0 100 YEAR CHECK STORM combined flow 0.7}, = 0.0 04 all 1 0.25 1 0.85 10.2131 1.87 1 0.00 1.87 54 DI -7 n/a 100 YEAR CHECK STO RIM 1.9 26, °? n/a _4..' all 1, 0.27 1 0.85 10.2301 2.02 0.00 2.172 55 DI -7 n/a YEAR CHECK STORM 2.0 {«, n/a f 4 ;100 all 1 0.06 1 0.450.027 0:24 0.00 0.24 57.2 DI -1 n/a 100 YEAR CHECK STORM 0.2 ttT30 . n/a , 1 ,....,...,, s :... ....:...:.... all 1 0.07 10.90 0.063 0.55 1 0.00 0.55 58 DI -1 n/a 0.6 4?3 n/a "5p j100 YEAR CHECK STORIM left 1 0.05 10.90 10.045 0.40 1 0.52 0.92 0.0010 1 0.0200 2.0 1 0.0200 1 1.0000 1 9.97 1 0.45 right 1 0.02 10.90 10.018 0.16 0.00 0.16 0.0010 1 0.0200 2.0 1 0.0200 1 1.0000 1 5.18 1 0.73 I 59 3C 6.0 combined flow 1.1 4;3'0'° 0.005 100 YEAR CHECK STORPM all 1 0.75 10.85 10.6381 5.61 0.08 5.69 62 DI 12 n/a 5.7 Ps, n/a $ ?, .° 100 YEAR CHECK STORI` all 2.55 0.45 1.148 10.10 0.10 10.19 66 DI -7 n/a 10.2 6Q : n/a FEW100 YEAR CHECK STORK pla�i I��I. 566610 Iron per ASTM A5 36 -N Grade (Unw, ate ) Open Areq,:0.25 F per f. nea) Foot lb 08 W pnr Uneaf Meta) Load Rating 21496 081 '(AA 1TG M-301est Mot od) pM de in the:U A ^�'�,y [�, .�w .�3} C t irttt. Conor0a 8 4.3k'tkne°,a""'�L. W- t" eiii�f "air,4'rttPar a�truict°3'.Iral Enuainoeei Spooffic ff'on f rffie Applim on, AT ENE)VIEW1 t 0 1 .t a4 4 fn's rMir X 4 snlr lj 8140k EPDXY € b E ,. 41 a a M, eF (o7rn�) Va Y' Val€e41 PL X 12 - 120[305MMI 10 Precast Trench Drain Wth.ADA Grate aiytkc'rw1h2 t' r tat .aygr €S Ohl �1 c t s: h [aa-strowghCad ma,1MIr €heaMfo vxY .n:44%!4' TQti v-,Ntl0brimfhstnOPAROw!Q 0 00r ap@rP€€rPone WRP,c,.*rt�404f"`',a*41 .lr�, _0 Q 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. Q 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. N 0 co 0 N DAT 8/29/1,1 DAT 9/19/11 NO. I SHEET REVISION I BY I DATE Im 4' V 4' TYPICAL SECTION - SCC1 N.T.S. 2.4' V 2.4' LOPE 0.6' { PROVIDE VDOT EC -2 LINING (TYP.) SEE DETAILS ON DWG. NO. C-20 TYPICAL SECTION - SCC2 N.T.S. EG -1 DETAIL_ 1 DETAIL 2 DETAIL 3 og0o0 B - MIN. 3S OP F� 5 MIN. W S MIN. Oa aEE ESB ��E OSE X00°� _�I o0 40 -711 d T iE�E OoOoo OSE �0� s MI 0 Q S MIN. EOE T ] OoO�o00�OD Oo�O c� N �C10 DD /-O� o� �0 0 EEEE s MIN. A o�� ��QC� A A �C-�Oi A �/LIO a O A n[E QE A a r0 �ow �o00cj O� - 000 s� 000000�C1�aECJ C�O� o W 0 ��� ��J OCO ,-s OOo �� c�OE Octet S On O D 0SOLIO VVI SEE O�OOMIN. 3S CO �O�� Q o MIN. 5S O]�0000�'UL ou�au _OLOO� g c�0a a 0� E_ �0 �0 MIN. 3S - E Q Oa a O(O� �C-70C�t� �-0 0 - �OJ0000O ���OODOOD O�0 E�C7 E S MIN. n��00000� S MIN. Q� EEO SMIN. GEOTEXTILE CA 00� o000LO00L�J€� IJO a FABRIC EEo�Ea Lam..E3 Ems. g �� E�EE�CO O� L _ ��- � EEEE B SECTION B B L OUTLET PROTECTION MINIMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H 6 fps NA CLASS 2 IF 8 fps 20" CLASS 3 CLASS I DRY RIPRAP 14 fps Segment ID g Incremental c Incremental Drainage 9 Area (Ac.) c A i ! (In/hr) (min} 2 (� } Q cfs Slope 2 ( ) (ft/ft) Channel GeometryLiner V x R Material i i b Zi Z2 Allowable n Velocity Y (fps) 2 -Year Velocity Y (fps) i In/hr to (� ) O cfs io ( ) 10 -Year Depth (ft) Maximum Channel Depth (ft) Remarks incremental Accumulated SCC1 0.45 2.55 1.15 1.15 5.00 5.18 5.94 0.028 0.0 3.0 3.0 EC -2 1.10 0.050 4.00 2.72 6.67 7,65 0.94 1.33 Velocity OK Depth OK 1c. o, tiAsSOCIATES Ofd PO Box 4119 3040 Avemore':Square Pl. Lynchburg, VA 24502 CharlottesviIle,VA22911 DIHR BY: HFIN STORMWATER MANAGEMENT CALCULATIONS SCC2 0.45 0.06 0.03 0.03 5.00 5.18 0.14 0.013 0.0 4.0 4.0 EC -2 0.08 0.050 4.00 0,72 6.67 0.18 0.24 0.60 Velocity OK Death OK pla�i I��I. 566610 Iron per ASTM A5 36 -N Grade (Unw, ate ) Open Areq,:0.25 F per f. nea) Foot lb 08 W pnr Uneaf Meta) Load Rating 21496 081 '(AA 1TG M-301est Mot od) pM de in the:U A ^�'�,y [�, .�w .�3} C t irttt. Conor0a 8 4.3k'tkne°,a""'�L. W- t" eiii�f "air,4'rttPar a�truict°3'.Iral Enuainoeei Spooffic ff'on f rffie Applim on, AT ENE)VIEW1 t 0 1 .t a4 4 fn's rMir X 4 snlr lj 8140k EPDXY € b E ,. 41 a a M, eF (o7rn�) Va Y' Val€e41 PL X 12 - 120[305MMI 10 Precast Trench Drain Wth.ADA Grate aiytkc'rw1h2 t' r tat .aygr €S Ohl �1 c t s: h [aa-strowghCad ma,1MIr €heaMfo vxY .n:44%!4' TQti v-,Ntl0brimfhstnOPAROw!Q 0 00r ap@rP€€rPone WRP,c,.*rt�404f"`',a*41 .lr�, _0 Q 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA COMMENTS DATED 7/15/11. Q 2 ADDRESSED ACSA COMMENTS DATED 8/31/11. N 0 co 0 N DAT 8/29/1,1 DAT 9/19/11 NO. I SHEET REVISION I BY I DATE Im 4' V 4' TYPICAL SECTION - SCC1 N.T.S. 2.4' V 2.4' LOPE 0.6' { PROVIDE VDOT EC -2 LINING (TYP.) SEE DETAILS ON DWG. NO. C-20 TYPICAL SECTION - SCC2 N.T.S. EG -1 DETAIL_ 1 DETAIL 2 DETAIL 3 og0o0 B - MIN. 3S OP F� 5 MIN. W S MIN. Oa aEE ESB ��E OSE X00°� _�I o0 40 -711 d T iE�E OoOoo OSE �0� s MI 0 Q S MIN. EOE T ] OoO�o00�OD Oo�O c� N �C10 DD /-O� o� �0 0 EEEE s MIN. A o�� ��QC� A A �C-�Oi A �/LIO a O A n[E QE A a r0 �ow �o00cj O� - 000 s� 000000�C1�aECJ C�O� o W 0 ��� ��J OCO ,-s OOo �� c�OE Octet S On O D 0SOLIO VVI SEE O�OOMIN. 3S CO �O�� Q o MIN. 5S O]�0000�'UL ou�au _OLOO� g c�0a a 0� E_ �0 �0 MIN. 3S - E Q Oa a O(O� �C-70C�t� �-0 0 - �OJ0000O ���OODOOD O�0 E�C7 E S MIN. n��00000� S MIN. Q� EEO SMIN. GEOTEXTILE CA 00� o000LO00L�J€� IJO a FABRIC EEo�Ea Lam..E3 Ems. g �� E�EE�CO O� L _ ��- � EEEE B SECTION B B L OUTLET PROTECTION MINIMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5H L MOTES: FOR MULTIPLE LINE INSTALLATIONS DIMENSION S IS TO GOVERN THE PROTECTION H 00 0 Q o C��ES�O EH O _ OUTSIDE THE CHANNEL WIDTH (W). � - � � � E�o�c�E�ofl oo�E - C 7:=� oo U 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDVVALL d0 �QOD�. Q o 1 ->E- OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE WITH Eoc�EOE [� T D (_-D E0�k ° ° °44 E�- - EE I�� t>�r DETAIL 2 SHOWN ABOVE. )� l El T OQO 00 _ 0E0TEXTILE g" U E-�oEo C� y GEOTE`l,TILE aC� E 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS 2, 3, AND 4MATERIALS IN FABRIC 9" 1 9 ACCORDANCE WITH THE SPECIFICATIONS. I1� GEOTEXTILE FABRIC FABRIC 4. S = DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H = DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH SECTION A -A SECTION A -A SECTION A -A CULVERT. 5. PLAN AND SECTION DETAILS DEPICT CLASS 2, 3, AND 4 MATERIALS, FOR CLASS 1 INSTALLATION DETAILS SEE EC -3 TYPE B STANDARD DRAWING. RUSE TYPICAL SECTION SHOWN ON PLANS OR FOR SIDESLOPE, BOTTOM WIDTH AND DEPTH OF CHANNEL, MATCH EXISTING DITCH OR NATURAL GROUND. SPECIFICATION REFERENCE CULVERT OUTLET 0000000 00 204 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 414 TYPE OF OUTLET PROTECTION MATERIAL MAX OUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "T" CLASS 1 EC -3 TYPE B 6 fps NA CLASS 2 CLASS Al DRY RIPRAP 8 fps 20" CLASS 3 CLASS I DRY RIPRAP 14 fps 26" CLASS 4 CLASS II DRY RIPRAP 19 fps 38" ver 1ia n1 SET REV. NO. 2 DRAWING NUMBER: C---22 SWEET NUMBER 26 of 35 -- ry LTH OF O� 0 ENGINEERS DESfGNEDDAT PROJECT. STONEFIELD i BUILDING C I -IV FINAL SITE PLAN �ti �, SURVEYORSrLe DRAWN BY: ALBEMARLE COUNTY, VIRGINIA PLANNERS TITLE: 1c. o, tiAsSOCIATES Ofd PO Box 4119 3040 Avemore':Square Pl. Lynchburg, VA 24502 CharlottesviIle,VA22911 DIHR BY: HFIN STORMWATER MANAGEMENT CALCULATIONS WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �C1 tiN N9L Phone: 434.316.6080 Phone: 434.984.2700 wvr;v,WVeSsociatesmct - 208®2 fj /�� 802644C_C-22.dwg CIVIL H: N/A V: N/A 6/20 1 N0, SHEET REVISION BY" DATE ver 1ia n1 SET REV. NO. 2 DRAWING NUMBER: C---22 SWEET NUMBER 26 of 35 0) :I: _0 I"i CN I v UI It It II.0 CN CO 00 0) :I: -10 2: :5 CL LQ 11­� 0 � Q "d I >. I � C) 1q_ It (6 CNI 0 00 0 , N �� q) � 0 � -2 4 CL 4) _z 0 E Q) :19 10, c0 N 0 00 0 (N STORMWATER NARRATIVE ' STORMWATER MANAGEMENT FOR BUILDING C -IV SITE PLAN WILL BE PROVIDED BY THE NORTH AND SOUTH SWM FACILITIES. DETAILS FOR THESE FACILITIES ARE LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010-00023. FILTERRAS SHALL BE INSTALLED AS PART OF THIS PLAN THAT WILL PROVIDE THE WATER QUALITY NECESSARY FOR THE ULTIMATE BUILDOUT CONDITION FOR THE STONEFIELD DEVELOPMENT. FOR THE PROPOSED PROJECT AREA, THIS PLAN COMBINES THE (OVERALL POLLUTANT LOADING FOR BUILDING C -IV AREA AND D1 PARKING LOT AREA TO PROVIDE WATER QUALITY FOR THIS SITE. POLLUTANT REMOVAL CALCULATIONS Im ' REFERENCE SIMPLE METHOD WORKSHEETS ON THIS SHEET AND DRAINAGE AREA MAP DWG No. C-15. TOTAL PROJECT AREA = 5.75 ACRES 11 � I 11 _,x , :1 I � 0 08 = "I , : , �, �:1 ' � TOTAL L(PRE) = 8.11 LBS FLUME - SLOPED TOTAL LOST) = 29.43 LBS . ­ --1-111111-1, CURB INLET -\ CROWNED FLUME TOWARDS FILTERRA THROAT FILTERRA :Other Impervious Areas ............ 2 PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = PRECAST FILTERRA TOP SLA TYP) PRECAST -,,,, � , = FILTERRA FILTERRA THROAT TOP SLAB \ CURB " POLLUTANT REMOVED BY FILTERRAS . 11 , " ,­.�K--�i,:,-:",..;,,- L � 4 FILTERRA ­ /- OPENING (TYP) _,� _ AT OPENING -. �;­. 1-1 � � , I POLLUTANT LOAD REMAINING = (0.40)(29.43) - 8.71 LLL' .. ., �. , ­� � A , I . lli�".-_i�'�'��,_),,� -J..,*" 11 - NO ... , , "-::. .. , - - � " _: --,�� *, :! 1111.._. f I (pre) [(0,60)(29.43 LBS) + 3.06 LBSI(0.60) = 12.43 LBS - TOTAL POLLUTANT D REMOVED , - . ..: ,`�.`�:: 4-6- OPENIN _ � �,:-­ ­ , CAST -IN P CE 8.71 + 12.43 = 21.14 LBS _, 1, 14.72 10. '-,I 7SLOPED " 1, ARE MET FOR THIS PLAN, F,-..,- - ­. ... ACCESS TO MORE WATER. --.-1 - pre -development Area ,, � ,,I _2" CONDUIT (SLOPED TOWARD PRECAST 11%DOWEL FILTERRA THROAT) F1 CAST -IN-PLACE (TYP) DOWEL FOR IRRIGATION PLAN VIEW B & GUTTER PRECAST �- 1 �ITe) (CROWNED AND SLOPED FILTERRA I STANDARD TRANSITION FROM ELEV',W MUST TOWARD FILTERRA THROATS) BOX WALL CURB AND STANDARD TO BE HIGHER EXPANSION GUTTER - THAN ELEV'S' SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS (TYR) / GUTTER (TYP) SLOPE / \ ' SEE BELOW FOR DETAILS NOT SHOWN . ' ' M ---*I.- FILTERRA THROAT '0 CURB INLET THROAT � .. Parking Lots Area 1 - -_ GUTTER 0� GUTTER P STANDARD 90' NOSING GUTTER R FLOW GUTTER (OTHER NOSING AVAILABLE I FLOW UPON REQUEST) 2DEPRESS5ED GUTTER AT FILTERRA BYPASS CURB INLET � 7E�_t� subtotal �I�1 _ � THROAT OPENING (TYR) FLOWLINE ELEV'A' FLOWLINE ELEV'S' ,, PRECAST �' :.,,., ELEVATION VIEW 4 ,- - I B"4 _- .. .TOP SLA 4-6" CLEAR THROAT I Area .. OPENING 4:I4 " � '.- ' I . � 4 ,, �, ,4�, 1 STORMWATER INTERLOCKING FILTERRA UNIT 100 STRUCTURE --\ .' 1 ­ I I A4� , 4 ' , . . . ­ I - I . , � , � . . I I . . 44-6 , - Z . . .. . .4 � I A . , 4 . . JOINT (TYR) I .. �4. _ 4 .. --I � . . -1 . 4X, � - .. CAST -IN-PLACE I . . I . I I I � I . . -, "' I ,- '. � I DEPRESSED GUfiTER, , . � I ') - - 11. 1, . AND THROAT OPENING I I � � � I7- . - �0 .1 � (BY CONTRAC-TOR) I 1� 2 - OUTLET PIPE I 0 �, N , I-_ �� ., (BY OTHERS) CONNECT : I I r') .. � 11 TO STORM DRAIN %4- > . 1.; 2 , " . . I ; .1 ;� THROAT PROTECTION DEVICE " I , � , . I I 4 DO NOT REMOVE - LEAVE �_ . , #4 DOWEL BARS @ 12" O.C. BY AMERICAST �. 41 � :.] I. - IN PLACE UNTIL SITE IS . . TO BE BENT AS NECESSARY BY CONTRACTOR 1, 14 -_ ". . i -.1 �.,:. L . STABILIZED AND FILTERRA . - �� ­_ . . . , : - � , ��,,,, I:.. I I '. 7. - ,� PRIOR TO INSTALLATION OF FIELD POURED GUTTER ,% fl.: , . IS ACTIVATED ­� I _: 11**' .:, ..� ,� " � . I �. U - EFFLUEN PERFORATED . INVERT OUTT STORMWATFR 10 - UNDERDRAIN SYSTEM (-Y-1) STRUCTURE EFFLUENT IN PRECAST BOX WALL . .. I IMPORTANT BY AMERICAST (MUST BE LOWER) FILTERRA FLOWLINE MUST BE AT A HIGHER CROSS SECTIONFLDWLINE SECTION VIEW ELEVATION THAN BYPASS (DROP INLET DR STANDARD FILTERRA THROAT OPENING OTHER) MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED MODIFICATIONS OF DRAWIINGS ARE ONLY PERMITTED DRAWING AVAILABLE IN TIFF FILE FORMAT. BY WRITTEN AUTHORIZATION FROM FILTERRA BY WRITTEN AUTHORIZATtiON FROM FILTERRA DATE: 07-07-06 1 DWG: FLP -2 DATE 02-27-06 DWG: CGT -4 6) woff-89MOYO fififf , ,4Z LKIN[D 15 0 r2fl(gftoy " fifirra - FILTERRA@ TYPICAL FLOWLINE - FILTERRA® THROAT OPENING C,�pynght �� 2007 by A--t AND OULET PIPE RELATIONSHIP GUTTER OR FLUME DETAIL US PAT 15,277,274AND AND 6,569.321 C.Py,ightt1007byA­,i0,, US PAT 8,277,274 AND 6,569,321 0) :I: _0 I"i CN I v UI It It II.0 CN CO 00 0) :I: -10 2: :5 CL LQ 11­� 0 � Q "d I >. I � C) 1q_ It (6 CNI 0 00 0 , N �� q) � 0 � -2 4 CL 4) _z 0 E Q) :19 10, c0 N 0 00 0 (N STORMWATER NARRATIVE ' STORMWATER MANAGEMENT FOR BUILDING C -IV SITE PLAN WILL BE PROVIDED BY THE NORTH AND SOUTH SWM FACILITIES. DETAILS FOR THESE FACILITIES ARE LOCATED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN, WPO# 2010-00023. FILTERRAS SHALL BE INSTALLED AS PART OF THIS PLAN THAT WILL PROVIDE THE WATER QUALITY NECESSARY FOR THE ULTIMATE BUILDOUT CONDITION FOR THE STONEFIELD DEVELOPMENT. FOR THE PROPOSED PROJECT AREA, THIS PLAN COMBINES THE (OVERALL POLLUTANT LOADING FOR BUILDING C -IV AREA AND D1 PARKING LOT AREA TO PROVIDE WATER QUALITY FOR THIS SITE. POLLUTANT REMOVAL CALCULATIONS Im ' REFERENCE SIMPLE METHOD WORKSHEETS ON THIS SHEET AND DRAINAGE AREA MAP DWG No. C-15. TOTAL PROJECT AREA = 5.75 ACRES 11 � I 11 _,x , :1 I � 0 08 = "I , : , �, �:1 ' � TOTAL L(PRE) = 8.11 LBS I _1111, iA"cti,\,(,e--,cr,o"p1and"-,-- . . .. .......... ­ , - TOTAL LOST) = 29.43 LBS . ­ --1-111111-1, TOTAL POLLUTANT REMOVAL REQUIRED = 21.32 LBS IV,= ?� DRAINAGE AREA TO FILTERRAS = 2.32 ACRES :Other Impervious Areas ............ 2 PERCENTAGE PROJECT AREA TREATED BY FILTERRAS = 40% 1 FILTERRA POLLUTANT REMOVAL RATE = 74% , STORMFILTER & VORTECHS POLLUTANT REMOVAL RATE = 60% POLLUTANT REMOVED BY FILTERRAS . 11 , " ,­.�K--�i,:,-:",..;,,- (0.40)(29.43 LBS)(0.74) = 8.71 LBS . , -1 1: L POLLUTANT LOAD REMAINING = (0.40)(29.43) - 8.71 = 3.06 LBS POLLUTANT REMOVED BY STORMFILTER & VORTECHS 1111.._. f I (pre) [(0,60)(29.43 LBS) + 3.06 LBSI(0.60) = 12.43 LBS L(post) TOTAL POLLUTANT D REMOVED -­­£ 1 11- ..11- 1 11,--1111111 0 23 8.11 8.71 + 12.43 = 21.14 LBS ,__... 1"6;""�""'""--"1.,-, : 5 "Y. 21.14 LBS - 21.32 LBS = -0.18 LBS 14.72 THERE IS A 0.19 LBS SURPLUS IN THE "STONEFIELD BOULEVARD ROAD PLAN"; THEREFORE THE POLLUTANT LOAD REMOVAL REQUIREMENTS ARE MET FOR THIS PLAN, FILTERRAS FILTERRAS TO BE STREET/SHADE TREE CONFIGURATION WITH KNOCKOUTS AND RECESSED TOP SLAB. SEE DETAIL THIS SHEET AND FILTERRA SCHEDULE ON DWG No. C-114. I - ­` " , 2" IRRIGATION .i� .t �4��t--,,,�­.­.­�.', , LINE 0 ENING ti I 46/ FIELD OR STRUCTURAL SOIL I I (BY OTI-tERS) 1 , I 1 FILTERRA THROAT I I OPENING -46 - I I �.Z./` P] i , , - - ., - . ./, . I . .1. KNOCK OUT .. � CURB FOR_ROw / (BY OTHERS) , . I I. �:-:�- - I B . . R A�,.��.-,'.',i I11 - /�. 46 1111. . I ISOMETRIC VIEW PLAN VIEW POSSIBLE 5GEN-ARI0S FOR _ROOT _EXPANSION _USING KN01,K T ., � .THE DESIGNATED AREA AROUND THE FILTERRA UNIT PROVIDES ADEQUATE SOIL VOLUME FOR TREE I ROOTS UNDER THE SURROUNDING LANDSCAPE. THESE ARE RECOMMENDED VOLUMES, SUBJECT TO SITE CONDITION',; AND ANTICIPATED GROWTH REQUIREMENTS, . IF THE DESIGNATED AREA AROUND THE FILTERRA UNIT WILL BE PAVED, BACKFILLING THIS AREA WITH STRUCTURAL SOILS WOULD ALLOW FOR IMPROVED ROOT GROWTH DUE TO NON -COMPACTED SOILS AND AERATION., AS WELL L I L AS STABILIZATION OF THE TREE. 0 THIS DESIGN COULD BE COMBINED WITH PERVIOUS CONCRETE TO ALLOW ,THE ROOTS ACCESS TO MORE WATER. 2" CONDUIT 10" RECESSED FOR IRRIGATION TOP SLAB KNOCK OUT FOR ROOT EXPANSION I- (3 SIDES) 1 6.1-54 � ) 10 � 291, , I I FILTER MEDIA Ln '-t (BY AMERICAST) L_ --------- �_7 . 61, KNOCKOUTS ARE PRECASTED WITH A HEIGHT OF 6". OVERALL LENGTH I KNOCKOUTS VARY BASED ON . \ PERFORATED FILTERRA UNIT DIMENSIONS. \_ UNDERDRAIN SYSTEM ALL KNOCKOUTS ARE LOCATED BY AMERICAST 6" BELOW THE TOP OF IRRIGATION -OF ALL SHADE TREE FILTER MEDIA. , UNITS IS HIGHLY RECOMMENDED MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED AND IS THE OWNER'S RESPONSIBILITY BY WRITTEN AUTHORIZATION FROM FILTERRA , DATE: 07-14-11 1 DWG: EZ FTS HAD E-1 4 , -0 ZI FILTERRA STREET SHADE XLE9302wye STONEFIELD BUILDING C14V fawrrg FILTERRA: 54.4, 54.3, 64.1, 69.1,70,1 US PAT 6.277,274 C.ppight02DW�yA-d.�, - AND 6,569,321 Short Version BMP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Buildinq C -IV Site Plan Water Resources Area: � 11-11-1-11-____,._ - ------ ­_­­ ...... 1- ­­ 11111- - 1, -"""''."-�,�,��,�,,�",-,.,-� .... . ...... „Water .... ... _11111 11 I 1-11111---- .... � 111-1-1111-11'".."- ....... 1-11---11 I I 1.111111-11 11. - "I'll � rer Prepa: DAT Date: 6/2/11 -1.1- ..... . -.111---111 -11.1111 1. -111-11- � - ... - - � I - -, � ... Project Drainage Area Designation .Total Buildinq C -IV Site Plan- , , -111.11-11-.11.11.111 L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ 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, - 1 ���:�� I , I 5, , i , �`� , '��x I C pollutant concentration, mg/l 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) 01A R removal efficiency , RRI OO/L(post) Impervious Cover Computation (11v1.-1­a.Il1.u..Ie­_s� -i�.n......f.­e­e­t1111&11-111q111-uaIr1-e1. f'e'Te.t­) "--"",,-­-," ­",-­­".­."...'. "­""h6m_­,, -1111..... -, - -----1-1--. , ,, - ­­1-�ll'-""--.1,1,1­­­---ll, 111-1--11--11-1-11 ,-------- "I'I111 11-111- pre 1--1-development ." I ;Area �!pos..t..-..development.... -11-1-1111.1-.1-- -1-1 Ak.rI'ell.a 1--.1 I I Paved , Length Width subtotal , � Length Width subtotal .... ­­"! I ,',',-;.,�'�'�r,,--,,-,,-, ...... �.,.�.�"'-�-",�'-",.",""�ll,"-,.",��..,-.,� I - I I "I 11 , I : � - . I i-1- ,-.. . , , " I, 1111 11111 -1 -1 -11 -1 -- Driveways Length Width no. subtotal .- , and walks lActively-grazed pasture & Area I I � i.1. ,yards and cultivated turf e ;",�, � �­ 11 � I 11 _,x , :1 I � 0 08 = "I , : , �, �:1 ' � - UNE OPENING I _1111, iA"cti,\,(,e--,cr,o"p1and"-,-- . . .. .......... ­ , - 1�;�;'­ _­­�,_­_' Ir- -1-11 1, Area . ­ --1-111111-1, � -1- I � - I I - 1. , - '­ . � ' C : � IV,= ?� II ---------- I;, :Other Impervious Areas ............ 2 .x... .0.25 . Area 1 .Area , _..', L1111-11-111- - ...,.1.1.,11.. 1111._._ -,,..,,--,,�,�.,.,, Impervious Cover , i i -­ ) ,- v(p""1 KNOCK OUT / I CURB / . 11 , " ,­.�K--�i,:,-:",..;,,- -R1111r 1 ' "o-"Is L____1 -l- .-1111. ��-,,��� 0.83 336.6 ' . , -1 1: L 1,11 , Dent,or Development New Development(F­ ev­"e�' .0 ...­­ m­, l,opm­ , ......- n- nt- 1111.._. f I (pre) r-_ Rv(pre) L�pre� L(post) I---,----,, ''"......_-_-_--_-__--1111. 0.�01;00 20%: .,' -­­£ 1 11- ..11- 1 11,--1111111 0 23 8.11 1 1 29.43 1_ ,__... 1"6;""�""'""--"1.,-, : 5 "Y. '­­­ 0,05 0.88� 14.72 1,0,3 _ -;-1 -_ � 1111-1111-1.1 1-.­1,'6n� '- 11lo1.....�..p.­�­ ! 40 1,66 1W Ie- ,Areas_1. -e_xi-1s�i1 0.06 1.19 ­g­­im _p -t1-i1 16.82 11111111-1 i Lencith Width no. subtotal Area 1 Area 2 Area 3 Area 4 1 ...... - , ­ . ,0,499" , : I 107 `�46'E;�:_,:�,Ji�' - I .1 I-, � -� � ea 2 --,Z', Area I Ar;'subtotal I I � I ­­­ " �? .... ....___ ......... � ... ... �, 11�:111�­;­..:I_;,�,�� x070= J_�_�_�� x Area no. Area �­­ , qx0.08 = Are-�a1'1..--"",",--', : ...... - , - ' ' - , '. 1. I �,:� �%­ , �,, ", ,,,,, , - , , Ix 0.25 -- - 1,11 1-1.1111.1-1111 ;L ­,"', ",,_�__ __ I -11,11-1-11-1.1.1- -1-I.- 11 -11 Area Area 2 Area 3 I(pre) 87% (post} Rpt) . ­­ , �:. 1'�: I . ...... �.­�: , 2 " IRRIGATION - � � - ­,;.­�-,�i ­­ I- . � %�� ,_.�, . . . - 1. .. ,I i-iJ-1. �.1%11 . ,,.�.1%11 - UNE OPENING New Development (For Development Areas, existing impervious cover <= 200%) ' FIELD OR � -1- I � - I I - 1. , - '­ . � ' C : � STRUCTURAL 501E I I I II ---------- I;, ''"" I L(pre) � i FILTERRA THROAT ". i I OPENING 1�1 'I :',' _ I •1111.. , �, .!,T, � i i ­­ � I. - ,_ � - ...- . KNOCK OUT / I CURB / . 11 , " ,­.�K--�i,:,-:",..;,,- FOR ROOT r BY OTHERS) EXPANSION . . . , -1 1: L 1,11 , ISOMETRIC VIEW . � .. . I V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 PLAN VIEW POSSIBLE SCENARIOS FOR ROOT EXPANSION USING KNOCKOUTS: ,, THE DESIGNATED AREA AROUND THE FILTERRA UNIT PROVIDES ADEQUATE SOIL VOLUME FOR TREE ROOTS UNDER THE SURROUNDING LANDSCAPE. THESE ARE RECOMMENDED VOLUMES, SUBJECT TO SITE CONDITIONS AND ANTICIPATED GROWTH REQUIREMENTS. '. IF THE DESIGNATED AREA AROUND THE FILTERRA UNIT WILL BE PAVED, BACKFILLING THIS AREA WITH STRUCTURAL SOILS WOULD ALLOW FOR IMPROVED ROOT GROWTH DUE TO NON -COMPACTED SOILS AND AERATION, AS WELL AS STABILIZATION OF THE TREE. �THIS DESIGN COULD BE COMBINED WITH PERVIOUS CONCRETE TO ALLOW THE ROOTS ACCESS TO MORE WATER. --.-1 - pre -development Area ,, --111 'post -development _2" CONDUIT I 12" RECESSED FOR IRRIGATION TOP SLAB ­_ I � , II.IIII 1 KNOCK OUT - FOR ROOT I EXPANSION A (3 SIDES) . I a_ sm I N - = p C., .. Parking Lots Area 1 kN CO 29" 1 1 0 - I-- In -,,I_ FILTER MEDIA > (BY AMERICAST) z subtotal �I�1 I - --i-I 6 11 KNOCKOUTS ARE .PRECASTED - WITH A HEIGHT OF 5", I Area OVERALL LENGTH OF I KNOCKOUTS VARY BASED ON \ I IIiI:.�I 6u".I 1jJ�n'IgS I PERFORATED FILTERRA UNIT DIMENSIONS. \_ A.;,, I ..,o-., -r..-.: "_._ -- ler:.6/ I- 1111 UNDERDRAIN SYSTEM ALL KNOCKOUTS ARE LOCATED BY AMERICAST 6" BELOW THE TOP OF IRRIGATION OF ALL SHADE TREE FILTER MEDIA, UNITS IS HIGHLY RECOMMENDED AND IS THE OWNER'S RESPONSIBILITY MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED BY WRITTEN AUTHORIZATION FROM FILTERRA I ., DATE: 07-14-11 DWO; EZ FTSHADE-1 6) WLE&80zWy6 FILTERRA STREETJSHADE STONEFIELD BUILDING ' fifterra ' FILTERRA: cif 1f 62.2, 62.4, 62.5 us PAT 5,2773274 :.pr,*&ht02007byA-,i-� - - AND 5569.321 26 Short Version BIVIP Computations For Worksheets 2 - 6 Albemarle County Water Protection Ordinance: Modified Simple Method Plan: Buildinq •C -IV Site Plan Water Resources Area., -11 -11 "I - .11_11-111-11 I'll, .. . . . ......... --1.11-111111-11 I 1.1-1-11111111- . ..... .. � .... " ­­­ 1-1-111-1-111- .... ­­ � -1 I -1 -1 I I � I- - I - Preparec DAT Date: 6/2/1 1 - 11 I .1 � I � - -11 - I .... - -11 ... ­­­ I I.I....- 1. 11 I I I ... ._ - ..... 1-1-1-.1111.1-1_11- 1-1111 11.111.1.11 ­ I . ... .... . Project Drainage Area Designation Building C -IV 0 ) , ,, ��_ 1'� &�111 S� R, %" 1, ,., ,; � vo Filterra Standard Plan Notes fi[tefra- Construction & Installation A. Each unit shall be constructed at the locations and elevations according to the sizes sb.own 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 Filterm H: is stored before installation, the top slab must beplaced on the box using the 10 wood provided, to prevent any ontaininationfrorri the site. All internal I I 9ttih.psiipphed (if any), must be Jeff in place as per the dOlivery, . I C, The unit shall be plued on a cornpacted,,uhrgradc with a minhnum 6 -inch gravol basc matching the final grade, of the Curb line in the area Of the unit: The Unit is to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact Undisturbed sub -grade mateiials To 95',b of maximurn density at +I- 2% of Optimum moisture, Unsuitable material below sub -grade shatl be, replaced to the site enginc&s approval. 1). Outlet connections shall be aligned and seated to heel the approved drawings with modificalions necessary to, meet conditions and. I I ocal regulations, . I I E. Once the unit is set, the imemal wooden forms and protective mesh cover nlus.t be left intact. Remove onJ 'the to oi' I I � I - "I b, The top lid,51I uld besealed onto tb� box section before backfilling, Using a non- shibiR 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 (Americast or its authorized dealer) will rernow these sections at the time of activation. Backfilling should be perfonTied 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 a I watertight joint. In atl instances, instatlation, of Fitterr�` Unit shall conform to ASTM specification C891 "Standard Practice for Installation Of Underground Precast [Mlity Structuro&7, Unless directed otherwise in eoTitmet documents.. F. Curb and gutter construction (where present) shall ensure that the flow -line of the , Filterr4' gunits is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb Cut or similar). Faiture to comply with this guideline may Cause 1 [failure and/or danAa.,,e to the Filterra�l environmental device. Cy. Each Filtem`" unit must receive adequate irrigation to ensure Sul -viva] of the living systern during periods Of drier weather. TILis may be achieved through a piped systern, gutter flow or through the tree grate. 07'0.',ifi() 1"mfifterraxont I � �� �. Rv(post) ' V � I I I I I , - I � I : 088 I 1 70.5 � � � z -, I 0-, , 0 , I , � � , Activation Id � r. , fi tef , A. Acti-Vation of the Filtcrra�"unit is performed ONLY by the Supplier. Purchaser is responsibfi� for 1111 t. inlet pr,otection and s.obsequent cle,an out co,q. This, process cannot coninatrice until the project site is fully stabilized and Cleaned (full landscaping, grass covet-, final paving and street sweeping completed), negating tho chance of construction materials containinmin.- the Fillerre system. , Care Shall be taken during construction not to damage the protective throat and top, plates, B. Activation includes installation of plants) and mulch layers as necessary. Included Maintenance I A. Each correctly installed Filturn,1V unit is to be maintained by the Supplier, or a I Supplier approved contractor for a minimum period of I year, The CDst of this service is to be included in the price of each Filterra'? 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 inclade salts and,sands, The fall visit helps the systeff) by rpm,wing excessive fc�ar littor, C. Each Included Maintenance visit consists. of the following tasks. I I, FiltejvJ 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 S. Replacement oft-nulch 6. Disposal ofall maintenance reffise iteins 7. Nlaintenaticc records Updated and stored (reports available Upon request). D. The beginning and ending date Of Supplier's obligatiou to maintain the installed sv.stern shall be determined by the Supph , Qr at the fimQ The system is aqflvattcd. Owners 11 I � I must promptly notify the Supplier Of any damage to the, plant(s), which constitute(s) an integral part of the bioretention technology. 01 71,0 -I"06 www�fifterraxom Project Drainage Area Designation D1, Parking Area I . , L storm pollutant export in pounds, L = [P(Pj)Rv/12 ] [ C(A)2.72 ] New Development (ror Development Areas, existing impervious cover <= 2010%) Rv mean runoff coefficient, Rv = 0.05 + 0.009(1) New Development (For Development Areas, existing impervious cover <= 200%) I .. .. FIR � � �2""---,!,�,-�-,�'ll""I-1-1�ll-l���'ll'-�,�,,�,-�I Pj small storm correction factor, 0.9 � -1- I � - I I - 1. , - '­ . � ' C : � � , , ­­­ - '' - -, I I 4 _-i � ... I' f ', pre I z I 1 percent imperviousness ''"" I L(pre) � "''"" ' ' I I L(post) � P annual precipitation, 43" in Albemarle , , " , - %RR � , " """' , '' , , , , , "' e Area Type � � I A project area in acres in subject drainage area, � I I A = i I ... -111-1-111-111-111 �.- ,I" I , i , , � 1 a'or � r_ , t "", , ---.1111111 Rv(pre) 1 ' ' """""''' C pollutant concentration, mg/I or ppm target phosphorus I � - I "I -1 11 1, ; L(post) I . - I I 1. I I I RR � I z � f factor applied to RR ---_11..11, 21.32 � L___ ­­ 111-1 -11 I— 11-11-11111-1-11-1. ­ �I 72 43%�i Development Area � � I V required treatment volume in cy, 0.5" over imperv. area = A(1)43560(0.5/12)/27 - - ­­­ , , " �� 11-11 1-1- 118�1­111­1­111­ 01 1.00 1 20 � � 1 ,­­ � 0.23 1 I FIR required removal , L(post) - f x L(pre) I 14-86 �� I-, - .... ....... � .... I 10.99 '� I 0/o9l R removal efficiency , RR1 OO/L(post) ____ _-, __-, - , , - ___,__ ", � - , " " � , -1- ­-­ � Development Area � 1-1-11". 1--11_--_'-_-- . � o � : 0.70 I . I (values e& square ,.feet) , m1 ........ ',,,,"'kem s n.t p-1e-r�Iv1-i,o-_u.",s_ C,over Cmputat,ion..,. e,I� v::i��. 11'.I, ", " .I.. -oI� .II.' .... . ­,iI1,­-""" " , " .:-.. .1I1.,�I --.-1 - pre -development Area ,, --111 'post -development .�­ ­1111 -1-111- -,--1.11 ;Area I Iii�I�I�zItf�. II , ''''Paved Length Widthsubtotal �1ae1l1­1:I. 1 11, - -.. ... I 7I ,u1.L�e�..,1, �..f.I � 1�"':;-1 1­­,�,1,­.... . 1. ''­­. �I <II- 4 Length ,?"II I� �' ­,: . Z, Ill ,�, �. Width subtotal ­.I­.�,.� 1----111 I � , I, 11 11 -11 11. 1111.- - } 1 �I ­_ I � , II.IIII 1 It 1� I1 . - O.... d­ ....--... ," ;Driveways Length Width no. subtotal "' , ,. 'Length Width _I. �I ._.-1.111-_I--1 . 1aI .-- no. subtotal - 1 ? -,-- 1111-11'--_- and walks � ...... __-1-1111- 0.46 . ; 1"R ­:I .,o.�� ,._a:I- ­­yI.s..-1- ­w,II I �l;:w: -�­� .. ldewalks0 .. Parking Lots Area 1 Area 1 Area 2 . -­�� Area 3 Area 4 .- ­­ ., 07- 1- :_ 1- 0I.71,1,.-6.�141,11,1101 .."- -__....__,_M1-- .Gravel areas rea 1 Area 2 subtotal .15., . 1­1-4�11.-1 Area 1 Area � subtotal �I�1 . 11: _-,, """,11111 x 0.70 = I 1:111i 111;��- i x 0.70 ,, � 1111-1111 .-1., (Structures Area no, subtotal I Area -1'1I -1 ..,- no. :. , � I ,., - 1":I 1_" 11_1 1, -....... ...�'''; 1 I IIiI:.�I 6u".I 1jJ�n'IgS I 11-,11 1111 A.;,, I ..,o-., -r..-.: "_._ -- ler:.6/ I- 1111 ous cover <= 20%) New Development (ror Development Areas, existing impervious cover <= 2010%) DAT New Development (For Development Areas, existing impervious cover <= 200%) I .. .. FIR � � �2""---,!,�,-�-,�'ll""I-1-1�ll-l���'ll'-�,�,,�,-�I .... . . � , ".. . ....... �­­­ "' . .. ... ..... - ... ..... - ­­­ 1-11.1 ''I'll"".__ 1-1 5 � %RR � Area Type , i � -1- I � - I I - 1. , - '­ . � ' C : � � , , ­­­ - '' - -, I I 4 _-i � ... I' f ', pre I z I ,­­-, k j,'''L4 Rv(pre) 1 ''"" I L(pre) � "''"" ' ' I I L(post) � I ''' , i FIR , , " , - %RR � , " """' , '' , , , , , "' e Area Type � � I I 11-11. - I.."," I'll I-- : C I I ' � � 11.11 111111.11,1111 11-11-11 - 11 1-1-111,111". ; I f ; I (pre) * ' I I "", , ---.1111111 Rv(pre) 1 11 1,11 I ; L(pre) ; I I � - I "I -1 11 1, ; L(post) I . - I I 1. I I I RR � I z � � ­ 1.111, , I % FIR J Area Type � 1 ''I -­­-­ I "I I I 11 - I I-. _� ---_11..11, 21.32 � L___ ­­ 111-1 -11 I— 11-11-11111-1-11-1. ­ �I 72 43%�i Development Area � � I I -11 -11. ­­­ -11 �. - I . 0.70 � , - - ­­­ , , " �� 11-11 1-1- 118�1­111­1­111­ 01 1.00 1 20 � � 1 ,­­ � 0.23 1 I 1111-1111,....ll'',�",�,�''-.""".."''-''�,,� 3.87 � ; I 14-86 �� I-, - .... ....... � .... I 10.99 '� I .. _1 I I 111- 11- �5_ � 74%' � ____ _-, __-, - , , - ___,__ ", � - , " " � , -1- ­-­ � Development Area � 1-1-11". 1--11_--_'-_-- . � o � : 0.70 I . I .... - � - -------- � ,­­ ...... . . � I , 1 �00 � 20%" i I . ........... .. . .. ...... �--""�,-"",,",�""'-"-""''-, 0.23 I � i 4.25 1 I � I-- 14.58 1-111 ... - 11'1,---- 10.33, 11, "", ___.___.1i_ 1-1 - -1-11-111 � I I I 71 %' Development Area I '� _111­1�1111­ .... 1 3. 8 3 ": - . . ..... � . .... ... --,-"-,-�� .............. __1_11--1111-_-__, � I � 94%� Drinking Water Watersheds � I . �1­1­1­1111111___ � � � """'""11111. � 0.35 i . I "r-, 111111111111161��11 . q , � � '­­­'6.6�]­ 1.6b : 0i ' _6�4� � t ,�, 1-111111 11 11,11-111.1-1 7.43 ......... I . 11 7.01 ��i I . ...... .. ' 94% � I z -_11,11.11 _­­­ � I � Drinking Water Watershed's . ........ 1 -1111 ­­ ,� "I'll" __ ... 11 0,35 . I . I - - �­_­­­­ - 11--l- I'll -1-1-1- . � I 1.00 i 0%� I ; --1 ­­,­­,­ 0.05 � . . � ...... __-1-1111- 0.46 . ; ­.­,­­ 11", - 7,29 . I - 11 I I --1-11- 6.83 �� I , � , ­­'__­­� 1-111--111- I � 11111- """"""" 1. 11111111-11" 1- "I'll-.., 11� ' " Drinking Water Watersheds � 94%, � � I ,-,,-,,.,-,,,'�,,-,,,--,���,,,�,�,,����i,�,�,,,,,,,,,,,,,,-,,,,,,�,,,,,,.,,,,,,-,�-,-,-,,,� 15.63 � , i 4 ... __ __ --- -11-1-11--1 93%1 Other Rural Land � , I 1111111 -11-1111-1. 1'.111,1�,���,�,,��,�.",-�.-"-"..",,.,.,".,"', _­­ � ............. �, - e . I e -1 ­ 11 I-- - 1-,4,-_-_- . 0.40 ! I I . -1-11- 1-1-_.__ I ­1�1 I 11.1--- � ,�'ll'I�,-�11--,�",�,�"",��� ... .... .. ­;­­'­­­­ - I . 1%� I �00 � � � ...... 11_11------ .... ..... . I .. .... I 0.06 � : I ­.­ � .... .. - 1.1-11"..'."'.- . 0.57 ' I � _­ "'..'_­ "" - .... _ ... y 8.49 : ­__­_., ,-1---._-.-_ , ­- ­­­,"', � 7.92 ' ,I � ,,,,, ­,­ n� , �­­_­,� .... 1 :c 1 93%� I i-. � zl­ I � - ­­ -, ........... . __11 -11 -1 "I 11-1-'____ 1-11 I 11 - I 111-111 111111.� . Other Rural Land . , - 11-11 I—' - 1111-1- 11- ­.­,­­­­­­­-, ­ - 111.- "I" - � I 111-1-1--l- ­­"", _­­­­­ � 0.40 �� . I -1.1111111 .."'..".11 -L'. . I '­­­ ��,-",�-,�,�,�,,�,,�",-��,���-,-�� : . I � 1.00 � 1% . I -I" ,__ ....... �""I'll""I'l�,��'ll"�.11-11� ....... ­'__­�­ � . 0.06 � ; : �l""�,�,�,��-�",�,�""''�.."��,��.'',� .......... 11-11-1 ­ � ; � 0.62 � I .... I..",-�II.I.I.",�",�,,�,,�,111.1l.-I�l-.",� 1-1-1-1 1-111, ---1----- 8.33 � �, ........ ��,­­ I 7.71 ' 11 .... ._, � ; " �­', , ­­, -111-1111`1111- 111-1-1 11-111-1 I 1111-1 ­. - � ;. 93% � Other Rural Land ; " __ ", I ­ ­­ "Al. -I I-- 1-11. 1.111-1- ", """""''''' ­­` 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 COMMENTS DATED 7/15/11. - 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11.- DAT 9/119/1 1 . � I I - NO. � SHEET REVISION I BY � DATLE . NO. , SHEET REVISION -BY DATE ITH Op 7N I , �tp A ,_A - ,f I- . 11 ( LIC;. IND. lz/-:) 7__"_� 1 1P 4� 1<!11I Z_ I / , I I , r S'd&ION_�L ��,_�,/ � � � � AffiffmWMINNOW ENGINEERS SURVEYORS PLANNERS AssoCIATES DO Box 4119 3040 Avemore Square P1. Lynchburg, VA 24502 Chaloftsville, VA 22911 Phone: 434.316.6080 Phone: 434.994,2700 )rnvmwassaolatesmet DESIGNED 8Y: PROJECT: DAT STONEFIELD DRAWN BY: BUILDING C 1 -IV FINAL SITE PLAN L -r TLB - ALBEMARLE COUNTY, VIRGINIA TITLE: - DIHR BY: STORMWATER MANAGEMENT NARRATIVE, HFW DETAILS AND CALCULATIONS WWA NUMBER: FILE NAME: . DISCIPLINE: SCALE: DATE: 208026.44 802644C-C-23.dwg CIVIL H:NIA 612 Un / V: NIA / 1 1 IN SET REV, NO 2 DRAWING NUMBER: I SHEET NUMBER: 27 of 35 s 3 N I ca d - ca N n ao i z CL ti V) 0 I v d 00 N i v v v n - v v Q 0 N PVI STA = 11+11.60 PVI ELEV = 520.65 A.D. = -5.74 K = 7.01 ---140.25' VC 10+00 10+50 11+00 SIDEWALK 51-6) RESIDENTIAL 8p-16" 0.50' COMMERCIAL CURB VARIES 5.0' MIN 22.00' ACCESS EASEMENT CL j 11.00, --I--1 1.00' 11+50 12+00 12+50 13+00 INGLEWOOD DRIVE - PROFILE PRIVATE ROAD STA. 10+00 TO STA. 15+00 DESIGN SPEED - 15 NOPH POSTED SPEED - 15 MPH SIDEWALK 5'-6' RESIDENTIAL 0.50' 8'- 16' CURB COMMERCIAL VARIES 5.0' MIN. PGL STRIPING 2% 27. SEE INSET `A' A SECTION INGLEWOOD DRIVE C-8 C-24 SCALE: 1 "=10' STA 11+18 TO STA 12+47 TRANSITION FROM EXISTING ENTRANCE TO STA 11+18 13+50 14+00 14+50 15+00 PVI STA = 24+34.44 PVI ELEV = 495.51 A.D. = 3.00 K = 20.00 60.00' VC '4- N c 1 P91m _• . ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/'11 A.D. _ -3.00 K = 7.00 21.00' VC COMMENTS DATED 7/15/11. an ---- --- 535 - --- r- r - _ 9/19/11 - k- --� =- 0----- �-; 535 ---- --- -- -- --- - - - - - - ry JIN ti 505 - N0, J==--_P_VL - BY 505 530 - - -1- DATE - --- - --- i -, � - - --_ - - -- -- - 530 -, - --_ ---f t_ [5i I - T_- 7- - 8-_a - _------ ,r - - - a - - - 525 -- T---' 495 - --1- --- --- r - - - - ---- ---- - ---- 525 4. - - -- 495 - �_ - - 490-- - 520 - - - �- - - -- 1 - - - - I- -- - - - - --- - _L. - -Try- -- --- 520 --- - - -- - --- - - - -- it 485 ---- - - �1 F 9- - .1 fir- -- - - -- - •.• - i - - 485 -- - , --- �V+ T� - t 1- -- -- -- 515 ---- - -� -- - -- - ._ - _ - -- - - - -- _ _ _� 480 - - --. 515 - --- --- --- -- - -- - -- -- -- -- --- - - -- -- - --- - - - --i- L0 -I-- 475 -- - _ -- _ 5 - - - _ - _--- I - - - - -- - _ 510 --- -- - 470 i --- _ -- - --- 505 -i - - - -- - I- - �--- - - - --- 505 - - --- +-- -- -- - - --- - - --- 500 � m ---- -- -- _-- -- --- r - _------- - ------� -- I - --- - -___ 500 - -- - - - - - ----- -- r ----- - ----- -� ---- - e �- 460 00 N N LO L) O rn r7 rn rn O) d d �� d m t� mm d r- to r d � m0) �� d- d- Cp 00 � d d h O .- p I� a)6i rnj0) d N Ln tf) eco i d- ,- N o� C) 't �tl N X00 -t .-I� O O t Ln d O O°' mi LT) O O Lo - -_-- - _ - ---- - -- - - �- - --- j---- _ - -- ----- 495 49 5 LLI_ WtL ---t- < C:) 49049Q -- 485� - 485- 4804$0 = p � 4o 75 Z475 - T � _ITvy L--- 470470 C) 00 00 O-p � O i p i o O 0 LQ 00 1 'N �- co Lo t 00) co - -,t Ii N1 O 0i � (CO (0(66-- CD Od unnnnn M MNNN OQ O� OQo 0 U-) O O a Q dN It;n U-) nC) u) I 10+00 10+50 11+00 SIDEWALK 51-6) RESIDENTIAL 8p-16" 0.50' COMMERCIAL CURB VARIES 5.0' MIN 22.00' ACCESS EASEMENT CL j 11.00, --I--1 1.00' 11+50 12+00 12+50 13+00 INGLEWOOD DRIVE - PROFILE PRIVATE ROAD STA. 10+00 TO STA. 15+00 DESIGN SPEED - 15 NOPH POSTED SPEED - 15 MPH SIDEWALK 5'-6' RESIDENTIAL 0.50' 8'- 16' CURB COMMERCIAL VARIES 5.0' MIN. PGL STRIPING 2% 27. SEE INSET `A' A SECTION INGLEWOOD DRIVE C-8 C-24 SCALE: 1 "=10' STA 11+18 TO STA 12+47 TRANSITION FROM EXISTING ENTRANCE TO STA 11+18 13+50 14+00 14+50 15+00 PVI STA = 24+34.44 PVI ELEV = 495.51 A.D. = 3.00 K = 20.00 60.00' VC '4- N c 1 P91m _• . 22+00 22+50 23+00 22.00' 8'-20' 0.50' ACCESS EASEMENT 0.50' 8'-20' SIDEWALK CURB '� CURB SIDEWALK 5.00' 9.00' 11.00'--11.00' 9.00' 5.00' 9.0' MW. 9.0 MIN. TREE PARALLEL PARALLEL TREE WELL PARKING PARKING WELL LAN E STRIPING 2% - 2% SEE `- PGL INSET 'A' B SECTION MAIN STREET C-8 C-24 SCALE: 1"=10' STA 23+47 TO STA 25+08 5.0' MIN. 5.00' TREE WELL 0.50' CURB 9.00' PARALLEL PARKING 2% 22.00' ACCESS EASEMENT 11.00' 11.00' - LAN E STRIPING SEE INSET `A' D SECTION C-8 C-24 SCALE: 1 °=10' • 9.00' PARALLEL PARKING 2% SIDEWALK 5)-60 RESIDENTIAL 8' -16' COMMERCIAL 5.00' TREE WELL �- PGL INGLEWOOD DRIVE STA 12+47 TO STA 14+35 TRANSITION FROM EXISTING ENTRANCE TO STA 12+47 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/'11 A.D. _ -3.00 K = 7.00 21.00' VC COMMENTS DATED 7/15/11. an (p Lo N O? 2 I _ 9/19/11 _ ry JIN ti 505 - N0, _ BY 505 NO. w BY DATE t i ---f I I a 500 i 500 495 - --1- --- --- r - - - - - --- 4. - - -- 495 - �_ - - 490-- - - - - �- - - -- 1 - - - - I- 490 - M- - - - ' I --- --- - - - -- it 485 ---- - - �1 F 9- - .1 fir- -- - - -- - •.• - i - - 485 -- - , --- �V+ T� - t 1- -- -- -- 480 - --� PV LEV 6J -- -_� - -- v 17 -494.Q� �.v -- nn l -- - ._ ---- - - - -- _ _ _� 480 - 475 - --- --- --- -- - -- - -- -- -- -- --- - - __ _ - --r - - - --i- L0 -I-- 475 -- - _ -- _ I - - - - -- - _ --- -- - 470 -- 470 465 - ---- - - 4 465 - - --- +-- -- -- - - --- - - --- 460 - -- - - - - - ----- -- r ----- - ----- -� ---- - e �- 460 00 N N LO L) O rn r7 rn rn O) d d �� d m t� mm d r- to r d � m0) �� d- d- Cp 00 � d d h O .- p I� a)6i rnj0) d N Ln tf) eco i d- ,- N o� C) 't �tl N X00 -t .-I� O O t Ln d O O°' mi LT) O O Lo 22+00 22+50 23+00 22.00' 8'-20' 0.50' ACCESS EASEMENT 0.50' 8'-20' SIDEWALK CURB '� CURB SIDEWALK 5.00' 9.00' 11.00'--11.00' 9.00' 5.00' 9.0' MW. 9.0 MIN. TREE PARALLEL PARALLEL TREE WELL PARKING PARKING WELL LAN E STRIPING 2% - 2% SEE `- PGL INSET 'A' B SECTION MAIN STREET C-8 C-24 SCALE: 1"=10' STA 23+47 TO STA 25+08 5.0' MIN. 5.00' TREE WELL 0.50' CURB 9.00' PARALLEL PARKING 2% 22.00' ACCESS EASEMENT 11.00' 11.00' - LAN E STRIPING SEE INSET `A' D SECTION C-8 C-24 SCALE: 1 °=10' • 9.00' PARALLEL PARKING 2% SIDEWALK 5)-60 RESIDENTIAL 8' -16' COMMERCIAL 5.00' TREE WELL �- PGL INGLEWOOD DRIVE STA 12+47 TO STA 14+35 TRANSITION FROM EXISTING ENTRANCE TO STA 12+47 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/'11 A.D. _ -3.00 K = 7.00 21.00' VC COMMENTS DATED 7/15/11. an (p Lo N O? 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19/11 ti N0, SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 23+50 24+00 24+50 MAIN STREET - PROFILE PRIVATE ROAD STA. 22+00 TO STA. 25+79.65 .yf ONAL DESIGN SPEED - 20 MPH POSTED SPEED - 15 MPH 8p -20p SIDEWALK 0.50' CURB 5.00 25+00 25+50 25+79.65 34.00' ACCESS EASEMENT 11-001--11,001- LANE 1.00' 11.00'.LANE - `STRIPING 0.50' CURB 11.00' 5.00' 8'-20' SIDEWALK 1' STRIPING 2% EDGE 2% - _. SEE PGL _� INSET 'A' C SECTION C-7 C-24 SCALE: 1 "=10' 0.50' CURB 8'-20' - SIDEWALK SWANSON DRIVE STA 11+25 TO STA 11+70 TRANSITION FROM EXISTING ENTRANCE TO STA 11+25 22.00' ACCESS EASEMENT 11.00' 11.00' I LANE PGL STRIPING 2%X 2% SEE INSET 'A' 0.50' CURB 8'-20' SIDEWALK rE SECTION SWANSON DRIVE C-7 C-24 SCALE: 1 "=10' STA 12+85 TO STA 13+09 PVI STA = 11+02.19 PVI ELEV = 495.48 A.D. _ -3.00 K = 7.00 21.00' VC an (p Lo N O? PVI STA = 12+01.93 PVI ELEV = 490.49 A.D. = 4.00 K = 17.50 F70.00' VC 7 M ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl, Lynchburg, VA 24502 Chaulottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 W w.v.wwassocjates.net 10+00 10+50 11+00 11+50 12+00 12+50 SWANSON DRIVE - PROFILE PRIVATE ROAD STA. 10+00 TO STA. 13+50 DESIGN SPEED - 15 MPH POSTED SPEED - 15 MPH INSET 'A' 13+00 13+50 NTS ASPHALT CONCRETE SURFACE COURSE, SM -9.5A ASPHALT CONCRETE BASE COURSE, IM-19.OA ASPHALT CONCRETE BASE COURSE, BM-25.OA E F A H C AGGREGATE BASE MATERIAL, VDOT NO. 21B �D �E 2" (MIN.) TOPSOIL AND SEED 1, B 1 O VDOT STD CG -2 G D �G APPROVED SUBGRADE TACK COAT Q PRIME COAT NOTE: REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C-26 FOR PAVEMENT SECTION THICKNESS 1.5" SM -9.5A ASPHALT 3.0" BM -25.0 ASPHALT Oa o o VDOo 01 A PAVE OVER PRIME AT 0.4 GA/SY PAVE OVER PRIME AT 0.1 GA/SY APPROVED SUBGRADE - PARKING LOT PAVEMENT SECTION 0 NOT TO SCALE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 10' 10' 00 10' le lagll ' DESIGNED er: PROJECT. SET REV. N0. RU STONEEI ELD DRAWN BY: BUILDING C 1 -IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: DIHR BY': ROAD PROFILES AND TYPICAL SECTIONS - HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C_C-24.dwg CIVIL H: AS SHOWN �/­n /11 28 of 35 V: AS SHOWN s � u ti i • n � r - M- ..� n L■ u •.• . - . . .. . ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl, Lynchburg, VA 24502 Chaulottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 W w.v.wwassocjates.net 10+00 10+50 11+00 11+50 12+00 12+50 SWANSON DRIVE - PROFILE PRIVATE ROAD STA. 10+00 TO STA. 13+50 DESIGN SPEED - 15 MPH POSTED SPEED - 15 MPH INSET 'A' 13+00 13+50 NTS ASPHALT CONCRETE SURFACE COURSE, SM -9.5A ASPHALT CONCRETE BASE COURSE, IM-19.OA ASPHALT CONCRETE BASE COURSE, BM-25.OA E F A H C AGGREGATE BASE MATERIAL, VDOT NO. 21B �D �E 2" (MIN.) TOPSOIL AND SEED 1, B 1 O VDOT STD CG -2 G D �G APPROVED SUBGRADE TACK COAT Q PRIME COAT NOTE: REFER TO PAVEMENT DESIGN WORKSHEETS ON DWG. C-26 FOR PAVEMENT SECTION THICKNESS 1.5" SM -9.5A ASPHALT 3.0" BM -25.0 ASPHALT Oa o o VDOo 01 A PAVE OVER PRIME AT 0.4 GA/SY PAVE OVER PRIME AT 0.1 GA/SY APPROVED SUBGRADE - PARKING LOT PAVEMENT SECTION 0 NOT TO SCALE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 10' 10' 00 10' le lagll ' DESIGNED er: PROJECT. SET REV. N0. RU STONEEI ELD DRAWN BY: BUILDING C 1 -IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: DIHR BY': ROAD PROFILES AND TYPICAL SECTIONS - HFW SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C_C-24.dwg CIVIL H: AS SHOWN �/­n /11 28 of 35 V: AS SHOWN s 0) Ui CN CN 0 00 15 CL Few_ V) Q) CN C) 00 CL q) -Z CK) 5 7 77 y pi R, f 4 s 6 K It q ALIL. -Qv�l E 7 ...... ..... U DAT 8/29/11 p, F1 0� M 1 B E' 11 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19)/11 R i Q;L J :To I E ("M11R, 1", ...... ..... U DAT 8/29/11 p, F1 COMMENTS DATED 7/15/11. 1 B E' 11 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19)/11 00, -110 1R' X3 NO. k BY D14TE NO. SHEET REVISION BY DATE t eS t Z Z 5! ,1 (L.] f. .. . ..... ..... ........ . ----- ----- 66 ----------- ­ 2:6 1 2 2 2 1 z f 1, o -s�, ni 5 0 4, 'Ot 8 5 Zt T I 4, E N " L Ni E [AP C K R El R E QU V," 1-, 1 1E 11 1` E IR TH P, H�RNUt I NO- 1 v ""J C) M 0 0 rl E 0 i ED A lll'Y, P A 13, f_�F THE T 'S P I,0 I N ti t., ALi 18 E rux�i S, i�s PQ�, 11 E V q f," y C 0, rd, C R I F T H, Fl, T B C, -3. 6 z. BRASS OR N P�PL - Sr A 21 0 r�, C K --------- - -- ---------- -----------_- .. .. .. .... ........ . . . . .......... R I N L R m f 7) itzt,4 J .......... ... ... .. . ........... it I IJ V N;,_�; E N�� J H MEF�-19,251' X 36" ACCFSS ri=,T'\­_ VET DR AND, TES 4s, S T F F--,-, '!Al� ��F ZOATFD IT 'Jr 12' lHi�LADI' 361 MIN - OU 4 MAX. L . .. .... . ....... 1 1 L 6, VJ11 M! C U aQ N 0 E S 'I , MINIMUM WAL THK_'.KNE.SS FOR. PRECA S T OR POUR JN - PLACE VAULTS' SHALI BEE 4" ;�,"J!,NROUNI ti,VALL IHICKNESS FOR VAULT CONSFRUC-1ED OF MA50NARY BLOCK 5H#\tA BE 8". 2. THE OUTSIDE OF THE VA, BEI..OW GRAC)E SHALI... BE COATED WITH AN APPROWED WATERPROOFING CUNAPOUND 3, PROVIDE A FLOOR DRAIN WITH A 2" DRAIN, PIPE RUN TO DAYLIG,HT OR !F14STALL ,A SUI`AP PLI,"AW. IN FVIHER CASE HE Fi-OOR OF HE VAULl SHALL SI Sl OPF 110 11HE 1DRAl C) R SUMP. TYPICAL METER VAULT (3 11 METER) F 1 1`5 . \N'- 7D AR RIELEA-3F. VAL.VF TD -1 SIZE1. S.RANCid AND VA01E THE, SANM AS N' E 0' V�. Tt A NH, I) 4\ BRAIN��::I-1 "A'POE" L 7 X", B z 'T C M �J "o, �-p 'V�`;l d tg Eu �K AC N� is Z, E, D Sl T E 1, 1` TA C�` T. X, I !�,l (T S P" AL�ANI,7i% A. I)"DRANT 1 "t Ts r !E L'V H, X -."'s Eli vy N DD, i '1[ 1 C",11 R) 001., 1ING S, R'l A A' N; Nl�,DTE. C I A I IE'll 14 E FREE 05 54E PRE., il 'A'11411 T fi'R Rfllokfli Tl%jl� 1 4. A X Jilt I i 1,31 ,-j 1 4 T!,,.E t, i Al" A NN I z, E; J"C'A T S YV�. 1.. Rl H', ­`I_,, R ��15,11T A L I, E, IN,51 Cf" 1-1 A Pit-, li` VE: Im IlkfS_,! r.i RE B f A; EA S:t E., c,d N�`,:'� H: Ll- t"', R [_`ye' D E T A L. T' %I F 1 y R: �_7E H Y R, A,1\11"', ALVE' BOX PLU 0 lKATER: MlAlf'*�-174. o r) VALVE,' O VILE (COAT RODS M17H RITUMINICKkS PAINT): ON --UNNE 'Y'F,E "ER' IP VC, SLEEVE. -TH RU ST BLO CK VALVL B15 -00X_ 17)71W rl. V`Af;�ES fl-41READ-FD. COUPLING Pvc NIPPI-E AND CAP BRASS� NIPPLE AND "AP LURm'l TE ALI_ THREA[K-5, METEP": 8blx (FEEE: FIG� W- 7) F7 V r 01. 57 %_l0NE 99 s. P P EED TC) DkAim IF R X ALLOWS A U 0j. I. 'E'S CAL%� OR.BRASS, VAIRII VAIRIE p I P", �E, q. HREADED IAP. DEAD I-- N D F Typ[c AL F?L0W­0f_7_- ASS'�-,FMBLY NS TD -1 6 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 F1 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19)/11 NO. SHEET REVISION BY D14TE NO. SHEET REVISION BY DATE A 21 0 r�, C K --------- - -- ---------- -----------_- .. .. .. .... ........ . . . . .......... R I N L R m f 7) itzt,4 J .......... ... ... .. . ........... it I IJ V N;,_�; E N�� J H MEF�-19,251' X 36" ACCFSS ri=,T'\­_ VET DR AND, TES 4s, S T F F--,-, '!Al� ��F ZOATFD IT 'Jr 12' lHi�LADI' 361 MIN - OU 4 MAX. L . .. .... . ....... 1 1 L 6, VJ11 M! C U aQ N 0 E S 'I , MINIMUM WAL THK_'.KNE.SS FOR. PRECA S T OR POUR JN - PLACE VAULTS' SHALI BEE 4" ;�,"J!,NROUNI ti,VALL IHICKNESS FOR VAULT CONSFRUC-1ED OF MA50NARY BLOCK 5H#\tA BE 8". 2. THE OUTSIDE OF THE VA, BEI..OW GRAC)E SHALI... BE COATED WITH AN APPROWED WATERPROOFING CUNAPOUND 3, PROVIDE A FLOOR DRAIN WITH A 2" DRAIN, PIPE RUN TO DAYLIG,HT OR !F14STALL ,A SUI`AP PLI,"AW. IN FVIHER CASE HE Fi-OOR OF HE VAULl SHALL SI Sl OPF 110 11HE 1DRAl C) R SUMP. TYPICAL METER VAULT (3 11 METER) F 1 1`5 . \N'- 7D AR RIELEA-3F. VAL.VF TD -1 SIZE1. S.RANCid AND VA01E THE, SANM AS N' E 0' V�. Tt A NH, I) 4\ BRAIN��::I-1 "A'POE" L 7 X", B z 'T C M �J "o, �-p 'V�`;l d tg Eu �K AC N� is Z, E, D Sl T E 1, 1` TA C�` T. X, I !�,l (T S P" AL�ANI,7i% A. I)"DRANT 1 "t Ts r !E L'V H, X -."'s Eli vy N DD, i '1[ 1 C",11 R) 001., 1ING S, R'l A A' N; Nl�,DTE. C I A I IE'll 14 E FREE 05 54E PRE., il 'A'11411 T fi'R Rfllokfli Tl%jl� 1 4. A X Jilt I i 1,31 ,-j 1 4 T!,,.E t, i Al" A NN I z, E; J"C'A T S YV�. 1.. Rl H', ­`I_,, R ��15,11T A L I, E, IN,51 Cf" 1-1 A Pit-, li` VE: Im IlkfS_,! r.i RE B f A; EA S:t E., c,d N�`,:'� H: Ll- t"', R [_`ye' D E T A L. T' %I F 1 y R: �_7E H Y R, A,1\11"', ALVE' BOX PLU 0 lKATER: MlAlf'*�-174. o r) VALVE,' O VILE (COAT RODS M17H RITUMINICKkS PAINT): ON --UNNE 'Y'F,E "ER' IP VC, SLEEVE. -TH RU ST BLO CK VALVL B15 -00X_ 17)71W rl. V`Af;�ES fl-41READ-FD. COUPLING Pvc NIPPI-E AND CAP BRASS� NIPPLE AND "AP LURm'l TE ALI_ THREA[K-5, METEP": 8blx (FEEE: FIG� W- 7) F7 V r 01. 57 %_l0NE 99 s. P P EED TC) DkAim IF R X ALLOWS A U 0j. I. 'E'S CAL%� OR.BRASS, VAIRII VAIRIE p I P", �E, q. HREADED IAP. DEAD I-- N D F Typ[c AL F?L0W­0f_7_- ASS'�-,FMBLY NS TD -1 6 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 F1 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19)/11 TD -1 SIZE1. S.RANCid AND VA01E THE, SANM AS N' E 0' V�. Tt A NH, I) 4\ BRAIN��::I-1 "A'POE" L 7 X", B z 'T C M �J "o, �-p 'V�`;l d tg Eu �K AC N� is Z, E, D Sl T E 1, 1` TA C�` T. X, I !�,l (T S P" AL�ANI,7i% A. I)"DRANT 1 "t Ts r !E L'V H, X -."'s Eli vy N DD, i '1[ 1 C",11 R) 001., 1ING S, R'l A A' N; Nl�,DTE. C I A I IE'll 14 E FREE 05 54E PRE., il 'A'11411 T fi'R Rfllokfli Tl%jl� 1 4. A X Jilt I i 1,31 ,-j 1 4 T!,,.E t, i Al" A NN I z, E; J"C'A T S YV�. 1.. Rl H', ­`I_,, R ��15,11T A L I, E, IN,51 Cf" 1-1 A Pit-, li` VE: Im IlkfS_,! r.i RE B f A; EA S:t E., c,d N�`,:'� H: Ll- t"', R [_`ye' D E T A L. T' %I F 1 y R: �_7E H Y R, A,1\11"', ALVE' BOX PLU 0 lKATER: MlAlf'*�-174. o r) VALVE,' O VILE (COAT RODS M17H RITUMINICKkS PAINT): ON --UNNE 'Y'F,E "ER' IP VC, SLEEVE. -TH RU ST BLO CK VALVL B15 -00X_ 17)71W rl. V`Af;�ES fl-41READ-FD. COUPLING Pvc NIPPI-E AND CAP BRASS� NIPPLE AND "AP LURm'l TE ALI_ THREA[K-5, METEP": 8blx (FEEE: FIG� W- 7) F7 V r 01. 57 %_l0NE 99 s. P P EED TC) DkAim IF R X ALLOWS A U 0j. I. 'E'S CAL%� OR.BRASS, VAIRII VAIRIE p I P", �E, q. HREADED IAP. DEAD I-- N D F Typ[c AL F?L0W­0f_7_- ASS'�-,FMBLY NS TD -1 6 I)RA"N 1,01 GIRM, x , HP' IP"05"S'Sl�KI'll NISHED GRADE- I 'Al i Ij P, 1 "T TYP11CAt SERVICE LATERAL 11,11STALLATKI.N AIR REELEASS'E_ V,AL,V-- I Alf_.� 1� .... ..... . .. ..... ... NTS EP -1 TED —11�7, TYPE "Na S' MIN. THOK BRICK & TYPE "S" wINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone. 434.316.6080 Phone: 434.994.2700 ala QA_rl ED, s '01 'IN E NOTCH WIDTH TO NOTCH SKIDS TO PREVENT MEE r BANDING BANDING FROM BEING CUT REQUIREMENT AS PIPE IS PLACED IN THE CASING -BEVEL SKID ENDS SAID STAINLESS STEEL STRAP CONCRETE OR STEEL 3, C, u P P Fi ,T1ON STOP NOTES: MANHOLE CONE AND COVER Skil,_H ',;VATES,,' CAS -T CIN, LIE1,, R AF,"PROVED EQIJAL�,. SHALL USED, kF,vTE _V, AM[) FITTIN�v F 2) FOR wATF0UNFS SMAIJ12' USF A 1' 0 F!R AR LINES, 17" AND LAR-6-,E�'13E 2" A 4 Rx V A N 0,. F I'T', I NG 15. AHERE THE A.,R K OFF"SE'll' l-'RON4 1HE MAIN. All SHIALL INESTAULE-D SO THE 'NATER UNE DGES NOT SUPPORT T PHE NAANHOLE.QONE, www.wwassociaues.11et T SHALLNOT EXCEED MANUFACTURER'S RECOMMENDED SPACING V_Wi ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF I 1404.011 DESIGNED BY: PROJECT.- SET REV. NO. DAT STS NEFIELD 2 DRAWN BY: BUILDING C 1 —IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE.- ACSA STANDARD DETAILS C-25 — HFW 'HEFT NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C—C-25.dwg VCIVIL H.- NIA 6.20'? I 29 of,35 .- NIA SKIDS STRAPPING SECTION ENCASEMENT PIPE WITH CARRIER PIPE LEAK DETECTOR STANDARD LD -1 __SS STEEL STRAP '40TCH NOTES, 1, TIMBER SKIDS SHALL BE LOCUST, CYPRESS, PRESERVATIVE TREATED HARDWOOD, NEOPRENE, NYLON, PLASTIC OR OTHER MATERIAL OF HIGH ABRASION RESISTANCE AND A LOW FRICIION COEFFICIENT APPROVED BY THE ENGINEER. PRESERVATIVE FOR TIMBER SKIDS SHALL CONFORM TO SECTION 236 OF THE SPECIFICATIONS. 2, METAL STRAPS AND CLIPS HOLDING BLOCKING TO CARRIER PIPE SH&L BE STNNILESS STEEL WITH A MINIMUM CROSS SECTION OF 0,014 SQ, IINL STRAP SPACING SHALL BE A MINIMUM OF TWO (2) BANDS PER SKID LENGTH. 1 STEEL ENCASEMENT PIPE SHALL BE GRADE B AND SHALL CONFORM TO SECTION 252.02 (C)b OF THE SPECIFICATIONS OR AS SPECIFIED 4. CARRIER PIPE SHALL BE PUSHED OR PULLED THROUGH THE ENCASEMENT PIPE SO THAT JOINTS ARE ALWXYS BEINO COMPRESSED 5, CARRIER PIPE SHALL BE WlRiWPED WITH TAR PWER AT MA'SONRY PLUG. 6, MASONRY PLUG SHALL BE WATERTIGH T. 7. CONCRETE PIPE FOR H-20 LIVE LOAD AS PER STANDARD 5T'p & �NCASEMEENT PIPE SHALL BE BEDDED IN ACCORDAqCE INITH STANDARD PB -i. . . ............ .......... 1.11 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/11 F1 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19)/11 NO. SHEET REVISION BY D14TE NO. SHEET REVISION BY DATE I)RA"N 1,01 GIRM, x , HP' IP"05"S'Sl�KI'll NISHED GRADE- I 'Al i Ij P, 1 "T TYP11CAt SERVICE LATERAL 11,11STALLATKI.N AIR REELEASS'E_ V,AL,V-- I Alf_.� 1� .... ..... . .. ..... ... NTS EP -1 TED —11�7, TYPE "Na S' MIN. THOK BRICK & TYPE "S" wINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone. 434.316.6080 Phone: 434.994.2700 ala QA_rl ED, s '01 'IN E NOTCH WIDTH TO NOTCH SKIDS TO PREVENT MEE r BANDING BANDING FROM BEING CUT REQUIREMENT AS PIPE IS PLACED IN THE CASING -BEVEL SKID ENDS SAID STAINLESS STEEL STRAP CONCRETE OR STEEL 3, C, u P P Fi ,T1ON STOP NOTES: MANHOLE CONE AND COVER Skil,_H ',;VATES,,' CAS -T CIN, LIE1,, R AF,"PROVED EQIJAL�,. SHALL USED, kF,vTE _V, AM[) FITTIN�v F 2) FOR wATF0UNFS SMAIJ12' USF A 1' 0 F!R AR LINES, 17" AND LAR-6-,E�'13E 2" A 4 Rx V A N 0,. F I'T', I NG 15. AHERE THE A.,R K OFF"SE'll' l-'RON4 1HE MAIN. All SHIALL INESTAULE-D SO THE 'NATER UNE DGES NOT SUPPORT T PHE NAANHOLE.QONE, www.wwassociaues.11et T SHALLNOT EXCEED MANUFACTURER'S RECOMMENDED SPACING V_Wi ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF I 1404.011 DESIGNED BY: PROJECT.- SET REV. NO. DAT STS NEFIELD 2 DRAWN BY: BUILDING C 1 —IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE.- ACSA STANDARD DETAILS C-25 — HFW 'HEFT NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C—C-25.dwg VCIVIL H.- NIA 6.20'? I 29 of,35 .- NIA SKIDS STRAPPING SECTION ENCASEMENT PIPE WITH CARRIER PIPE LEAK DETECTOR STANDARD LD -1 __SS STEEL STRAP '40TCH NOTES, 1, TIMBER SKIDS SHALL BE LOCUST, CYPRESS, PRESERVATIVE TREATED HARDWOOD, NEOPRENE, NYLON, PLASTIC OR OTHER MATERIAL OF HIGH ABRASION RESISTANCE AND A LOW FRICIION COEFFICIENT APPROVED BY THE ENGINEER. PRESERVATIVE FOR TIMBER SKIDS SHALL CONFORM TO SECTION 236 OF THE SPECIFICATIONS. 2, METAL STRAPS AND CLIPS HOLDING BLOCKING TO CARRIER PIPE SH&L BE STNNILESS STEEL WITH A MINIMUM CROSS SECTION OF 0,014 SQ, IINL STRAP SPACING SHALL BE A MINIMUM OF TWO (2) BANDS PER SKID LENGTH. 1 STEEL ENCASEMENT PIPE SHALL BE GRADE B AND SHALL CONFORM TO SECTION 252.02 (C)b OF THE SPECIFICATIONS OR AS SPECIFIED 4. CARRIER PIPE SHALL BE PUSHED OR PULLED THROUGH THE ENCASEMENT PIPE SO THAT JOINTS ARE ALWXYS BEINO COMPRESSED 5, CARRIER PIPE SHALL BE WlRiWPED WITH TAR PWER AT MA'SONRY PLUG. 6, MASONRY PLUG SHALL BE WATERTIGH T. 7. CONCRETE PIPE FOR H-20 LIVE LOAD AS PER STANDARD 5T'p & �NCASEMEENT PIPE SHALL BE BEDDED IN ACCORDAqCE INITH STANDARD PB -i. . . ............ .......... 1.11 TYPE "Na S' MIN. THOK BRICK & TYPE "S" wINEERS SURVEYORS PLANNERS AssOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone. 434.316.6080 Phone: 434.994.2700 ala QA_rl ED, s '01 'IN E NOTCH WIDTH TO NOTCH SKIDS TO PREVENT MEE r BANDING BANDING FROM BEING CUT REQUIREMENT AS PIPE IS PLACED IN THE CASING -BEVEL SKID ENDS SAID STAINLESS STEEL STRAP CONCRETE OR STEEL 3, C, u P P Fi ,T1ON STOP NOTES: MANHOLE CONE AND COVER Skil,_H ',;VATES,,' CAS -T CIN, LIE1,, R AF,"PROVED EQIJAL�,. SHALL USED, kF,vTE _V, AM[) FITTIN�v F 2) FOR wATF0UNFS SMAIJ12' USF A 1' 0 F!R AR LINES, 17" AND LAR-6-,E�'13E 2" A 4 Rx V A N 0,. F I'T', I NG 15. AHERE THE A.,R K OFF"SE'll' l-'RON4 1HE MAIN. All SHIALL INESTAULE-D SO THE 'NATER UNE DGES NOT SUPPORT T PHE NAANHOLE.QONE, www.wwassociaues.11et T SHALLNOT EXCEED MANUFACTURER'S RECOMMENDED SPACING V_Wi ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF I 1404.011 DESIGNED BY: PROJECT.- SET REV. NO. DAT STS NEFIELD 2 DRAWN BY: BUILDING C 1 —IV FINAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE.- ACSA STANDARD DETAILS C-25 — HFW 'HEFT NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C—C-25.dwg VCIVIL H.- NIA 6.20'? I 29 of,35 .- NIA SKIDS STRAPPING SECTION ENCASEMENT PIPE WITH CARRIER PIPE LEAK DETECTOR STANDARD LD -1 __SS STEEL STRAP '40TCH NOTES, 1, TIMBER SKIDS SHALL BE LOCUST, CYPRESS, PRESERVATIVE TREATED HARDWOOD, NEOPRENE, NYLON, PLASTIC OR OTHER MATERIAL OF HIGH ABRASION RESISTANCE AND A LOW FRICIION COEFFICIENT APPROVED BY THE ENGINEER. PRESERVATIVE FOR TIMBER SKIDS SHALL CONFORM TO SECTION 236 OF THE SPECIFICATIONS. 2, METAL STRAPS AND CLIPS HOLDING BLOCKING TO CARRIER PIPE SH&L BE STNNILESS STEEL WITH A MINIMUM CROSS SECTION OF 0,014 SQ, IINL STRAP SPACING SHALL BE A MINIMUM OF TWO (2) BANDS PER SKID LENGTH. 1 STEEL ENCASEMENT PIPE SHALL BE GRADE B AND SHALL CONFORM TO SECTION 252.02 (C)b OF THE SPECIFICATIONS OR AS SPECIFIED 4. CARRIER PIPE SHALL BE PUSHED OR PULLED THROUGH THE ENCASEMENT PIPE SO THAT JOINTS ARE ALWXYS BEINO COMPRESSED 5, CARRIER PIPE SHALL BE WlRiWPED WITH TAR PWER AT MA'SONRY PLUG. 6, MASONRY PLUG SHALL BE WATERTIGH T. 7. CONCRETE PIPE FOR H-20 LIVE LOAD AS PER STANDARD 5T'p & �NCASEMEENT PIPE SHALL BE BEDDED IN ACCORDAqCE INITH STANDARD PB -i. . . ............ .......... 1.11 yV) a N I U) d' lq- oq 0 CID .__ 171 �: 1D _/ , z n ti Q 5 I Q) It ,It c6 N a 00 O (N s Q) U _a CL Z C 0 .Q Q (D 0 ca 0 N ►] ar Flexible Pavement Design Worksheet for New Subdivision Strteets Y Name 3 Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets ry _, 1111.. „. _ Preliminary Flexible Pavement Design Worksheet for New Subdivision Streets . ---111111-1-11 , 1111 ...,..,.,,"1111.. Ma.. Based on 2009 VDOT Pavement Design Gtiide for Subdivision and Secondary Roads in Virginia Thickness, h Based on 2009 VDOT Pavement Design Chide for Subdivision and Secondary Roads in Virginia Based on 2009 VDOT Pavement Design Gttide for Subdivision and Secondary Roads nz Virginia Albemarle (County Code 02) Date: 6/7/11 County Albemarle (County Code 02) Date: 6/7/11 The Shops at Stonefield Developer Edens &Avant Subdivision The Shops at Stonefield Main Street Engineer WW Associates Street Nam_- Inglewood Drive Edens &Avant Phone: " Table 1 O,0 2 Developer Edens & Avant Phone: WW Associates Phone -.434 984-2700 __11 � I 1,,�, +. .. � ,.. _ " Y: >,..1111.,„,.. 1' ( iz >��i'Z I, r_�C !'--. LUVV I_ �` te•s�(.. {':!a >< , 3 :1:.� i:: '4, �d , F _!tV a: .:. '_ ..: r ,. .. .. 1111 _., .G..._.•_. 1111 , 1111. 4 ...,. .. �- .: r ,i ..,,: x , � .. , , a..; , 1111.. _l a �. :. ,. 1111. :, a .. . .., ;. ..: �i s. "'t- ':. .. 1111' ,. :. `111 ,.. ,. .,. �� l i . K Engineer WW Associates Phone:434 984-2700 [Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requin-ements. JY g ADT Projected 2 -way traffic for the street segment considered, as defined in the Subdivision Street Requirements. L1 ADT :Projected 2 -way traffic for the street segment considered as defined in the Subdivision Street Requirements. , , 1111: .,. 1111 1111_. 1111 1111: _ 1111_ ___ ... -... _ 1111_ _ :1111.. , -w._ _. ..., _.""" ., 111"' ' :.., . ........, "", ",., _, 111 1 'Desi CBR =Avera of CBR x 2/3 and modified only as discussed in the Pavement Desi Guidle. Iz Y €n ........... e ... . 111.1. .,, , 1.111 , , :.< ......., , ._ , .. ..-111 1 1111.. 1111._,.. .,...... CBR Desi C$R = Avera e of CBR x 2/3 and modified onl as discussed in the Pavement Desib Guide. D gn g r Y I 'CBR Desi CBR -Avera of CBR x 2i3 aild modified only as discussed m the Pavement Desi Guide. ± D gn = ge y Design ,.,....._, -, ._...,._ 1" 1111, ",.^-1111. ..._,.............. ........ ............ ......................._ ., ... 1111. .. 1 CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. gt i - _. _ CBRT CBR value of the subgrade sample, taken and tested as specified in the Pavement Design Guide. _ _.- i CBR CBR value of the sub ade sam le t rken and tested ass ecified m the Pavement Desi i Guide. j T P p g _........ . ......._,...,.,. ,. 1111. ...,,.,._..,. 1111 _,_......,,._... .. ._..._., ..._,..._,. 1111.__ 1111: , ....,,,__. _ =VDOT District Materials Engineer. I i 'DME 1111 , __1 1111".,_.",:, __., . ,.,, „ ... , -11 ,,._,... „ , 11 -1 _ 1111., 1111... , 1111 VDOT District Materials Engineer. 1 ,.,1.1,,..1.... , .. 1 111 . ........... ......... .. 1,:111 .. ..,_....,... , ,. 1111 111 1. ,_ 1111, ,... ....... ,............. VDOT IDMS T District Mattriells En, Engineer. .1111,.,,,".,.,_,,,.:... ..,,,_., , __-,"'. „1111 -1111, ._......_ a„ 1111:., . _ ."1111.. _,..._.. 1111_ : ,Equivalent projected traffic. z q p J1111- I i' 4 1111...,. 1111 _ 11 1111 1111,,. 1111._",,, ,_., ,,_ 1111.., _111.1 EPT Equivalent projected traffic. x .",.._..,.....,.. ,:...,.. ....1.11.1.... ... 111..1....... EPT ;Equivalent protected traffic ,,, 1,.11.1. _ , , ., ,.1111. ., ,. ,.......,.,..,. ,:...,...... :, 1111.., 1111 .,..:....,,.., .. ..,.,.,....,. .. 1111.:: ' ....I ..........., _1111-111..1111 1111.. 1,.,.1..-1111- 111 1111., 1111. 1111.. 1111 : .. ............. 1111 .1. i,.. 1.,..,. .,, 1111 1111.... ..,...>., ...1,.1.1."...1-1-__11_1_1--__--. r more INuniber of Heavy Commercial Vehicles (e.. trucks, buses, etc., with 2 or more axles and 6 0 o e tires.) i 5 g :.. .. 1111 1111,.. ., 11:11::: .:.....:... ... ,,..,,.., , .,.. , , ., _... .. ...:.. . .... _ , ,_:, ... , :.. , .:_..:_ 111:1 . , , ,.. . 1111, _ ,. ..:,_...,.. , (Number of Heavy Commercial Vehicles e.. trucks buses etc. with 2 or more axles and 6 or more tures.) HCV } ( S 1111.1111 .. 1111. _� ..1,,...1.1.:_,1.....,........ !HCV =Number of Heavy Con nercial Vehicles (e.D. trucks, buses, etc., with 2 of more axles and 6 or more tires.) 1111. 1111: 1111._ ., ,, 1111:.. 1111 ... .........._ 1111 . .,.__....,,....,,. _- . .....:... ........ 1111. - 1111 ............. ._.............. ., 1111 1111 ._..,.........- .. 1111.. .......,... .__......, ... ......_ _....... ... 1111 1111.-, �..... . . 1111,,_. 1111 1111 ._,..,.. __...... ___.......� ......_........ . ... ,. r ... ?Percentage of the total traffic volume composed of Heavy Commercial Vehicles. f I .. ......_._ 1111 ,.. .. 1111 .._......._...._. 1111... ,.......... ,...._.. 1111.. .. ... .__...... ,. .1111 1111.. .. 1111. ................ ... 1111 _ 1111.. ......_,..... 1111 ,.. ........ .. 1111.. .: �. o ' e. c volume u e tom osed of Heav Commercial Vehicl s IoHCV ;Percentage of the total traffic 1 m p y 1111 1 1.... ".1,..,,,_... ..,: .,:,,..,,, 1111 11111:.. , _...: ... ...... ,.,1111.. 1....111:,.. 1. ......... 1-1-1111-1 ..,,1 .,,_,,.. _...,.,..z . , .0 mm r c Percentage c of the total traffic volume tom composed of Heavy Co e tial Vehi les e E 1 7oHC V g p Y .1111-,..,.,.. ,,......,_ .. 1111 ; 1111. 1111 111:1; .,....... "1111.-,?,.. .111,,1, ..1,.,., ,1111 ,,,..._..,,, ._. ,..,,., ,,,,,_.:..,, . „ ""-,.. ..1,,....,•., ,.:,^ 1.,.....,....,,,,.. ,,,.,.,._.,,, ,,!.._. ,.,:..,.1 ......? Resilient Factor -Relative value of the subgrade soil's ability to withstand repeated loading. Y-.111111 ,- .11:._..,,,,,, ..,,1,,,. 1111 1111:,,. , .,._,.._. _ ...., 111 _ i r ed loadm . value of the sub ade soil s abiht to w thstand repeated I� Resrhency Factor - Relative gr y p S a t repeatedloading. Resiliency Factor Relative value of the subgrade soils ability n withstand R esihen P� Y RF Y _-., 1111 , , "1111, ... �y' ) ,. ;Soil support value of subgrade SSV =CBR x RF p pP b' ( D l t_,.,..,,...,,..,„_._.-„,_ 1111.._ _. SSV Soil su ort value of subgrade (SSV = CBRv x RF) PP _ ..,.,.......,- 1111 1-1:11111, 1_ .., 1111,.., 1111 ,,. „ 11-1111.111 1-1-11 "1111-1 1.11111­� SSV Soil support value of subgrade (SSV = CBRv x RF) < 1111 _....... I 111.1 _ _............. _......... ............_.... 1111..._ ... .. _ . .. .. , ... .. 1 1 11 .. 1111. 1111. , ., _: .1 ..... ........ . ...._...._,.., ......;.... ., ._...,____ ........,..__._..__,„„. ........................._,.....,__.._..,..._,.. 1111..._ ..............'... 1111 1111,,^_. 1111_.. i:, 1111 .1 ,..:_.... .. _. ;Thickness index of prop osed avement design computed b the Conventional Pavement Design Miethod. P p P g p Y i a ;DP , . ............ ..,.........._. .. ,. .,_,..,,_.. 1111.. ,; ., ., ...::.,., ,..,...,.. 1111 -1111. 1111 . ,. 1111-. 1111.. _ ,.,.......,. ......., ,.. 1111 .. _. ..__..__,_....._. 1111 .. 1111.. .., ......,., ,. s' Method. .Thickness index of proposed pavement design computed by the Conventional Pavement Design M ho Thickness index of proposed avement design computed b the Conventional Pavement Desi Method. , DP P p P p Y x , ,,.,....,. ,,,,...,..,.._ ._,,.,..:.,,,. ,,...,..,... .. .. _ ,.,.,,,.,, . ..._._... „ , 1111 ,.,..,,...,. ,..1.,„,1.1.,M „....,.,.:..„1 ,.....a...,. ...._� ,:,:. 11111111 .... .... .......... .. .....:....1..1 1111....^1111 ,., ..,,...:,. ...:...., 1111,,.,.._,..», .M, .:. 1111 ,,... 1,.1..1.,....>, ..: ..."...1111.,. -_11111--111-11- f z =Thickness index required, based on Desi ADT and SSV, determined b A Appendix II. q Y pp .. z ? ; 1111 ,. 1.1...,.....,.1 .,.....,..,....1111., .,.. .I ,,.„:1_111,.. ,. ..,..,,,,., 1 1_ :.....,,,., 1 1111.1111 .. ,,,...,.,..,.,,_,., 111.1..1111 .1...1111 ,,,,.,.,,._, ,1111..,. .,,1,.....,, ., 1 „1. ..... ,,,,_,,,,. , ...,.,,.,3 ;' - s n D i ADT n SSV de ermined b A endix II. 1 DR Thickness index required, ba ed o es gn a d t y pp 111.1 ,. : :.....,. ,.,...,,.,_.. ... 1_... ,. ,.,.,,...,, 1 ....,... , .. ... ,.. ,1... -..,1111_."' 1 T I SV determined b A endix II. ; DR Thlekness Index required, based on L esign AD ai d S y pp , „1-1 : 1,,1 , ,,,,_,,,,_, ,., 1111 .. ........... . „.,. __.._,, .,.. ...., ..1111,, , ... 1.111:.......11 1..... _,..._.. 1111.,. _. -1111. ..-, . 11 .......,. ....,_ ... a : .': 1111. ` E , .1.........111 .-,-,. ._..._. -.. .._, .11_.1.1- .., 11...11 .. 1111.,,, ,1,111- . , 1111_ .1111._,. 1111 . , ., -1._., .i } ...3 i S : 1 z ' x I , 5 s I t f { Y , � > ' 'z r. f ' a 1111. .. 1111 .,..,... 14 1111 i is 2 is: ,z. .r, ., v':.' J a :.iia " ... . , a .. (� i t' , ..' .. .. ,...,.; zy. ..» ?,.9 1111 �,#} 1:111 So .D ', -.. ,a;.: ... ,ri: .. , .,...,'. ..:._,. ... ,,:. . ,R as ,. ,_ . .�7 ..: .. .. _ , L_ ..._: .. .. .,.. ,,. r .: ,, 1111. _. ,.:.M�,>,>. 1111 .:,7^., ,;. 1111. M, . ..,.....,..^ ..,1, _..., ? ,a.,..,`,..._.a.. .�. ., S^' ., <. ..:a ,.1.., ..,..,..: c. ,.a . 1111 .>. ... .. ,..: M..,. , ... .. 1111. .:., ,,. ,, ..:.....,.. i. a .- ,£. .., ,ee ,. x x. .. �` ��'',, .< a r .:. ... .. 4..,^�. aa.. .r. , .. E ,. ;s ,. . 1111>... .. >. 1111 , �:, �:: a,.. ,.. £.x. .:, .t..t 1111...>.. a . o. °F .. * , 4 ... �_,��� ,» , ;>,a,eata F, >z?,�� ..._...,.. .. ,.. .,.. ..,.. - a a. ... ,.6. + ..., '. _. sa :,,._.W�, ea .. E 1a w ,. '. .: .. ,. i ,. � ,� ... .. ..,, �".i.�.-. ,aa3 +.a e.M ae�aa`s�?fi�s, �'Y y�; a,,,.r ., ., :.-11;11 ., .a f .. .. ,. , ,.. , a a. ,..�9 .aa t. ..., .. , .,. ,,. .. .. ', .. X .. a .a,>. F ,.. ,. -6 ,., �.... � >. .-e., ... -... � .�, $`' . , . ac. 6 _ a. S.. s, *„ ?,:,>.,,':s:3., <., a� .. r , ,, x. { '.. S E a§ z , .. iif ,1'., a ,�. ,. . 1 t F... _. a ,... F u ,. .. ,. .s<-.3., a .- , .,, & 1111... r ,. ,. .. ., ., , zb.. ii a .., .:; .. ,..., '?a .. : .. :, a �� - �> ,.. .. 1111: . s � , .. ,. .. ,. -< , - .,. a, i.. . r, ...,�,.. e�,.H .e.,. <.. ,. . _. , lv ..�... ,3_., as>.£t. ..,, 1111:... ,,. 1111- >.a,, ,. , „ 1 !.. :. , .. .. 1111. -, }>a .: �' �... .: f ;,: d ". £ z n x... ..,.. 1111 c 1111 2... -�. f:, ! �l .. , .. a,: .� .. .. 1111 ,...:.., ... . 1111. .1111.. , .. ,, ., ,. e.: -:: ',1" o.- x, c. 1111 '. �, :. .,. .> ._, ., >. 1111 „.,, ,. . .«1111 _, ,�,>..._. �..v�.. ...,,_,�,Fz�.�`� s ei. a 3 . 1111.. 1. .a.. 1_11-1Preliminary ADT CBRD ... CBRT 1111.. , ".._...... 1111. DME _ ., _.. 1111 EPT ..,.,.,,, ^, „ 1111,.:. , HCV %HCV RF 1111 ..,,,...-1111, ,. SSV DP DR SHEET REVISION County Albemarle (County Code O2) Date: 6/7111 Subdivision Thickness, h Subdivision Street Na i1 S le So a CBR T RF Developer Swanson Drive 1111 ..._,,..,. .­­­­­-­­­�,_ ,....,., ........ 1111„,,. 1. Present ADT = 4060 Engineer Developer Edens &Avant ADT CBRD ... CBRT 1111.. , ".._...... 1111. DME _ ., _.. 1111 EPT ..,.,.,,, ^, „ 1111,.:. , HCV %HCV RF 1111 ..,,,...-1111, ,. SSV DP DR SHEET REVISION County Albemarle (County Code O2) Date: 6/7111 3 Thickness, h Subdivision The Shops at Stonefield i1 S le So a CBR T RF Street Name Swanson Drive 1111 ..._,,..,. .­­­­­-­­­�,_ ,....,., ........ 1111„,,. 1. Present ADT = 4060 ,. ,1 . . ... ................. Developer Edens &Avant Phone: 1. Present ADT1­1 111-1. 2740 1 Engineer WW Associates Phone:434 984-2700 1 [ ] (A) L.hniled to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B :.,,:._..m:,1,::,.:,.:,-,,.:,,,::_.,..:.,-,1:.:1„_�..,.,:,.1,.:�,,,.:,,,.,..___-,,,,.,,-,._,��...,,w,�,-,1.,1.1,,,::1:�,-,1,,.1,.:::,,,,,.,..•,,,,..,:,,1..,:,,.�,,-.-.,-..-.,��.,�:..1:..,.1:__�,.,,,_..., I ..u�.�_,,,�.1....� "v..,,,1111 ,,,,<_..,,,...,:,,1,,, a,,,::,•,,,�1,..0,,..,:,..1 _ [ ] (B) Show pavement section as developed in the Pavement Design Guide DR = 19.3 _111-1. . 11.11.,_,...... ............. 1111,,.,. 1111..;;>,. .,..,,..i... 1111_ _...........,........ (See Appendix III for rriaterial notations and thickness equivalency values, a) F i r M. pendixR Description of Proposed Pavement Section Material Notation Thickness, h a 9xhSurface 1.5" SM -9.5A 1,50 2.25 Intemiediate 2" IM-19.OA 2,00 2,25 Base 3" BM-25.OA Base Mix 3.00 2.25 %x;.75 Subbase 8" VDOT No. 21A Aggregate 8,00 0.60 4.80 1__111 .,.,...... „ 1111.,._ ., _ ,.....,.... _,111 , __ 1111, Dp must equal or exceed the value of DR. I Dp E(a x h) if 1111,,„ , , . ,,..:.., .,,,"_ .... ,. .,m,,.,.,,. „ ,,, ,, 1111. ,, �...."- , ,_., 1111,,.. f ,.., .",,.,5. 4..Yf 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19/111 (pro] SHEET REVISION [ ] (A) Limited to Design ADT <400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B [ ] (B) Show pavement section as developed in the Pavement Design Guide ' DR 20>6 .. . „• . _.._.... .. . ......._ . _...._. . _- .., , _. 11.1 ...... 1.1-11 ..... (See Appendix III for material notations and thickness equivalency values, a) _ FromAppendixIl Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.50 2.25 3.38 Intermediate 2" IM-19.OA - 2.00 2,25 X1.50 Base 3" BM-25.OA Base Mix 3 D 2.25 6� 75 Subbase 10" VDOT No. 2 1 A Aggregate 10,00 0.60 6.00 9 , , __ ,__._,__.1-1-1--11-_ 11,,,11_„,,,„_ _., . _.,,..., ,, , _1,.1...,1... , 1 .1111 DP must equal or exceed the value of DR DP E(a x h)t F P __,.,.,-, . _1111, , 11-11C, 11-111.1-11. , .-. ,..a..., .,, . „_,,, 1 .,,1 111_ _ 1111._,,,_ , __ ,..1111, . m ,,.. , _1 i ? , 1 OK BY I DATIE I NO. BY I DATE Soil Sample CBRT 1 0.0 2 1.111,,. -:,, _-1-111.11.1111 3 4 S .. ................... Avg. CBRT = O.C�F M [ ] (A) Limited to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B ...______.___,_.___--.,__.-.__-__.-_-_-.�____,___......--- M `t i t Des i n Guide B how r ed ' the Pavement D 1I.• e n [ ] O S p avc,zrx;nt section as develop in g I� , 1111,. ,1 .,,:..,:. ...,,, ...... . ......1111 ..,...:;,-,,. 1111 (,See Appendix III for material notations and thickness equivalency values, a) FromAppendrxII Description of Proposed Pavement Section Soil Sa le C BR T RF Thickness, h a ,.. ,.,„1111. i1 S le So a CBR T RF 1.50 1111. 1111 ..._,,..,. .­­­­­-­­­�,_ ,....,., ........ 1111„,,. 1. Present ADT = 4060 ,. ,1 . . ... ................. 4" BM-25.OA Base Mix 1111 1111 ... .. ........ .,.....,,_ - M,»�, 1111.>.,,,.... 1. Present ADT = 1 5900 = ... .. 2.25 1. Present ADT1­1 111-1. 2740 1 0.0 Source Vialue 1111 _ 1 0.0 Source Value 2 " Table 1 O,0 2 Table 1 O.0 .,.,... .. .. ,......... ..1111.. - 11 1 1 111 .,. , 1 111, .. .. , _ ... 1:111 .:i, _ I 1 111. 1 111 111 1 __11 � I 1,,�, +. .. � ,.. _ " Y: >,..1111.,„,.. 1' ( iz >��i'Z I, r_�C !'--. LUVV I_ �` te•s�(.. {':!a >< , 3 :1:.� i:: '4, �d , F _!tV a: .:. '_ ..: r ,. .. .. 1111 _., .G..._.•_. 1111 , 1111. 4 ...,. .. �- .: r ,i ..,,: x , � .. , , a..; , 1111.. _l a �. :. ,. 1111. :, a .. . .., ;. ..: �i s. "'t- ':. .. 1111' ,. :. `111 ,.. ,. .,. �� l i . K 1111., . -111__1 .1 ,-...... _ __._. 1__111 .1111,, .,... 2. %HCV (%) = i 5 _....,,_,,,_,__ 2. %HCV (%) = 5 µ_., 3 Appendix I 1.0 11 _ . n_,'. 1111 i ..-. e- ' .." ..,'.. 'a-1111.. _ :..�..' _,.. , 3i. t a ' ... ' ".: i^r (_`i IS,i". C,lr�ll� �,_�t 11-, M.. I� �t 1)f -F1 ";R.: L,{ I1 .. F -l{ r'f a,f; - b. a�_ 11 L__ t ""�a j \ E. _� �_.:,Z + 1111 �,.. P r_ I'li 1' L 1� e ... I I P- i 2. %HCV (%p) = 5 ... 3 r• ,. € ,...�..L_;. >.,. :.. F-1 ....I _ i � s- �: r, I r ,. , a -t , 1111 .1111 ,.", .., )�`�a :, - I' ,. �.., _ \.. S Appendix I 71.0 .,,.,..:. w1. ,....1,., .,_..,.....1.: ,.,.,...1E:. ..,.,..,,:., ,,,.,'.,_ .. , . _,,,,,,:,.. ..,,.,,,. 1111 . ............. - 1 1111.,_ a . -1111,._ 1111-.-., „,„....:..:. .. _ _..��.,.:k .. _„ 1111._ ,.........,...>......., ... ... ,..-., 1111.,. i. o 4 41 R r�; � T� k>aI �a (173 P- H 1 a� N DME 4 DME :^..,,., . ,,,.,.,:,.,,,, ,a1., .1... ._,.,__11-111--..,.,._11-1-1111111.111111-11,. 1_11_1{, ---I'll, 3. EPT = 40611 .. ....,-.,.,:,,,,,,,,,,,,,,,, 1111. .,,,,.,..,. ., ...:....,., .,.,. .,.... 1111... a,..,,.,._.. 1111., 1111... ...,..... 3. EPT `�tl00 _ 1111..., „ ,. ,1111 _w,.., a_,,. .. �,.,., 1111.:. .., 1111.,„:. .. , , , , " . . , .,.,.. ," , ,.._.,.., , :............. , 1111._ .. ,...:... _..,-11 ,........_. 3 EPT*1"40i. 1111. .,..,....,. ,..._ 1111.: ,.. .,..,., -1111 1111, 1111 .. .. ........e .... ... ........_ ....,.. 5 E 1 i. _,L ..... ........ . ... 5 1111., 1111: 1111.., ,.,......... 1111.. Avg. CBRT = ,.. M_ ,,, 1-1 . ,.,, 1111,., ,,,,,,,,,,,, , ,, ,, ,1111 1,,..., , , . _, , :.. _ ,,, _ _, ,._,,,,,., Avg. CBRT = 0,0 1.1. x s 0,0 3 ... i , ,,,,,,,,,,,, „,,,,..,._,.. 1111 , ,.... 1111... ..._...,.. .. ,.. .,.. 1111. 1111... .. „ , ., ..,.. . ,, 1111.. ,1.... 1111 ...,..,,,-., , , ,. 111,1.,, , . , .,..,....,... , .. ........ .., _ ... ..,_.,..... ... .....,.....1111-11111 . 11 11... ..,....,..., ....,,....,1111 , , , , __..1_... 1.„.1111. 1..11 .. ....:... 4. Desi Period I .. ......._ . .... . ,1111. ,, _. ,.. .......,. .111.. .. .. ............. ,.,... 111-111-11-1-11111 _ F1111. , , _,,:,,,,:, „,,,,,,,,,, ;.,.. 4. Design Period : 4 Desi Period .., , ......... „.......:.....:.. .:..,_,... „ ............... .. ..:...... ,1 1111...„..,.,... , , . .,.:,...: + ' Years - 1 ............... 1111. ,.:,..., 1111., ..:...... .,.,. 1111.„.. I.: 1 .:.,.,,,..,. 1111. 1. ,..w. ....:..j1.. 1111.. 1111. ....,1 .:.., _.....,_..,,...,,. �, x ; 1 .. ... 1111 .. 1 ......1.. 1...., .. 1 ... 1111. , 1111 ,. .,,. ........ .. 1111 ... , .1. �... ,. = Years , 1 i1-11.1-..., 1111 ,....... 1111 ,, 1111.. ... 1 1 , .. i 1111 . Years -: 1 „ ,. _ ,., , _._........._._,_. _ ,111.1,,............,,,,._..., , „ 1111:, ;., .. ,. , . _,,.,,,, o _` Growth Rate /0 0 ( } i '' o - , 0 Growth Rate (% } "I 111.1_ ,...:,,,.. Growth Rate (% - 0 ) ` 1 .,.,.1..,.1,,:.11111,,. CBR D x sif RF „ ;,i x - CBR D 1 x RF V',,, 1 ;, £ ,,, ..... ,.a,,,%1 _., 1111._ " --Ir:,. ..,1..1 111 . .,1 ...,..1111. Ir i 111_1,.1111,,.1111:-,:.. a :a SSL ^r ' £stt{�'^:7r 10 � .EF ' r ar .. .,.x^ 's'' �­11111­1­_________. ,. ............... .,.,.. , a...„ ...,,,,,. , 11,.11,_ 3 1111. ., 1111 ....,..... .. ....,.1.... 0.0 ,.a. �.. 11111,111.. ci a tr ,,,r x 1.0 �) „ ,. 1111. „ .. ., 1111.,.-. , ,,,1. , 1.._1_,1.1.,.. .. 1111. ,..._.. 1111..._. 1111. .. < 00 x 1111. ......_., 1111 .......11-111-11111-111-11i-..^..., .<...,.._., .1-11------.....,,....,... , 5 Growth Factor - 1 DO „1, .. .,...,., ., ....._.,,. .... .. 1111 ,., ,.._j.,,... 1111 .. ................ .. 1111.. 1111M-.1111-___ ------ 5. Growth Factor = £ 1. >00 , .. ........,.,.,... .. 1111.. .. ,. ,..,.,.. .. 1111.. ...,_. ..,....,,..,....,.. gg 5. Growth Ractor i _. _ „ 1111 i ' � , _ .,..__., .;.,__...,,,,_....,.. 1 .:_,..... ........... ...._"1111, ,-M_.,_.._. ....." ..., -... E I .. ,. T.-., , _. 1111 _.,i., 1111.,„ ,.. " __,...,_. 1111 ,,,.,,,, 1111... 1111, : . 111-.1.,, ,.,._.,,,.,..,_..,. ,,-" ::,.,..., „,....,,.,. ,1.. ,..,,.,, •,,,.,,.a, 1111 .-,:.,..:. 6. DeS1QTi ADT = 4060 .,, ,,, ,.. ,.,.:... ,,...,.,..,.. i ' .,,,,,,,,,,,,,.. .. ...,,,.,,.. .. .-,',.,1111: : ...,.......,, „,....,......., 5 _. ,._,..,,..,.._,.. _ : 6, Design ADT = 5 900 ' ...,.,,.... .,.,..,..,.. 1111 , r .. -. _ _ _ 1111... 1111... ..,,. 1111... .......,..... ,,.. ...-1111.. ....... .. ......... I,, (. 6. Design ADT = /"ztL) For preliminary design, use SSV from I Appendix I =1 `S,Q For preliminary design, use SSV from Appendix I =� 5,0 [ ] (A) L.hniled to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B :.,,:._..m:,1,::,.:,.:,-,,.:,,,::_.,..:.,-,1:.:1„_�..,.,:,.1,.:�,,,.:,,,.,..___-,,,,.,,-,._,��...,,w,�,-,1.,1.1,,,::1:�,-,1,,.1,.:::,,,,,.,..•,,,,..,:,,1..,:,,.�,,-.-.,-..-.,��.,�:..1:..,.1:__�,.,,,_..., I ..u�.�_,,,�.1....� "v..,,,1111 ,,,,<_..,,,...,:,,1,,, a,,,::,•,,,�1,..0,,..,:,..1 _ [ ] (B) Show pavement section as developed in the Pavement Design Guide DR = 19.3 _111-1. . 11.11.,_,...... ............. 1111,,.,. 1111..;;>,. .,..,,..i... 1111_ _...........,........ (See Appendix III for rriaterial notations and thickness equivalency values, a) F i r M. pendixR Description of Proposed Pavement Section Material Notation Thickness, h a 9xhSurface 1.5" SM -9.5A 1,50 2.25 Intemiediate 2" IM-19.OA 2,00 2,25 Base 3" BM-25.OA Base Mix 3.00 2.25 %x;.75 Subbase 8" VDOT No. 21A Aggregate 8,00 0.60 4.80 1__111 .,.,...... „ 1111.,._ ., _ ,.....,.... _,111 , __ 1111, Dp must equal or exceed the value of DR. I Dp E(a x h) if 1111,,„ , , . ,,..:.., .,,,"_ .... ,. .,m,,.,.,,. „ ,,, ,, 1111. ,, �...."- , ,_., 1111,,.. f ,.., .",,.,5. 4..Yf 1 ADDRESSED COUNTY COMMENTS DATED 8/3/11 AND ACSA DAT 8/29/111 COMMENTS DATED 7/15/11. 2 ADDRESSED ACSA COMMENTS DATED 8/31 /11. DAT 9/19/111 (pro] SHEET REVISION [ ] (A) Limited to Design ADT <400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B [ ] (B) Show pavement section as developed in the Pavement Design Guide ' DR 20>6 .. . „• . _.._.... .. . ......._ . _...._. . _- .., , _. 11.1 ...... 1.1-11 ..... (See Appendix III for material notations and thickness equivalency values, a) _ FromAppendixIl Description of Proposed Pavement Section Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.50 2.25 3.38 Intermediate 2" IM-19.OA - 2.00 2,25 X1.50 Base 3" BM-25.OA Base Mix 3 D 2.25 6� 75 Subbase 10" VDOT No. 2 1 A Aggregate 10,00 0.60 6.00 9 , , __ ,__._,__.1-1-1--11-_ 11,,,11_„,,,„_ _., . _.,,..., ,, , _1,.1...,1... , 1 .1111 DP must equal or exceed the value of DR DP E(a x h)t F P __,.,.,-, . _1111, , 11-11C, 11-111.1-11. , .-. ,..a..., .,, . „_,,, 1 .,,1 111_ _ 1111._,,,_ , __ ,..1111, . m ,,.. , _1 i ? , 1 OK BY I DATIE I NO. BY I DATE Soil Sample CBRT 1 0.0 2 1.111,,. -:,, _-1-111.11.1111 3 4 S .. ................... Avg. CBRT = O.C�F M [ ] (A) Limited to Design ADT < 400 - Show pavement material notations and thicknesses from Appendix IV Tables A and B ...______.___,_.___--.,__.-.__-__.-_-_-.�____,___......--- M `t i t Des i n Guide B how r ed ' the Pavement D 1I.• e n [ ] O S p avc,zrx;nt section as develop in g I� , 1111,. ,1 .,,:..,:. ...,,, ...... . ......1111 ..,...:;,-,,. 1111 (,See Appendix III for material notations and thickness equivalency values, a) FromAppendrxII Description of Proposed Pavement Section �3 - �`� 1_ iy P l e i- t ,I -x" 4'' _ I_, a ,,. 7 1111 1: E 1 �. Material Notation Thickness, h a a x h Surface 1.5" SM -9.5A 1.50 2.25 138 Base 4" BM-25.OA Base Mix 4.00 2.25 9"00 Subbase 10" VDOT No. 21A. Aggregate 10,00 0.60 ¢: ,00 i Dp must equal or exce`wd the value ol'DR. Dp = Y -(a x h) 1111_ . I 1111 y� t. 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I._ ,_�,�t,_.. >�v,l.. ��a{L_1_ D, I—, �j'�sr� ii , n i.. k - 'C'� 1�,,1-;111.1_ �.�`ly__.I:l�_}�, r::�, ^aI € C�: -i. t_, f..; � _ `"r�'r',. i t r, -'l6 ALL I :.:'i .. t�, .€>r)a-.,,_.,_> _r..,>n___ �, `111;1 ,,'I[v l�� LI,�' l i i-;, _ I.t,,;_r" i.€t_E� i_ ET �, I �? ii,_ a!_ 1'111. 1 _ `. �_�`�1_� _ i�=_.% T`°IF` F� I T S '�`� T k�J.H T� l� E `� E T. T I Tr �:l 41 R r�; � T� k>aI �a (173 P- H 1 a� N TIE - I I�' .I_ esville, VA 22913 Phone: 434.316.6080 Phone: 434.984.2700 wen✓.unvassociat ..act DESIGNED 8Y: PROJECT: SET REV. N0. DAT STd NEFIELD 2 DRAWN 8r: BUILDING C 7 -IV ANAL SITE PLAN TLB ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: C-26 DIHR BY: ACSA STANDARD DETAILS HFW AND PAVEMENT DESIGN WORKSHEETS SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 208026.44 802644C_C-26.dwg CIVIL H: N/A ��� / /, 1 30 of 35 PO Box 4119 3040 Avemore Square Pl. 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I I � 0+ ,,+ p w rQ ro (0 .r, .p. w . (1) P+ . + 6+ P+ p +i I - I I �. �. 03 b �41 Co -11 . I , - + I r- : : ip pl, 11 0 1 1 I -I . 00+ NO+ 0+ 0 0 1, ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE FINISH � 9­�, �0 11 0 i� P+ A- . %. ll i P+ + + + PIP + + + I . a � � , � I I + �,+ -,J . :-4 + --I �0 p . . 91 �11 4' :p, :I, Cn - i I ("+ .,J+ + 1 -4+ + ,�+ P)+ . 4 - -4 0) -4 - Co �o I I I :,4+ P+ 10 . CC) -.4 -,I -1 I I ; " I � I . . -4 w - 1;1 I � - 11 - � ­ jl � , "I" '. i 9) -14 . 9) -4 . , , , EL -,, , I I 0)+ ,+ -�J+ P+ p OD N) K) C0 , I �,� bo r1) N) U1 +, -+ ,,+ (1+ . . I I N" + PIP P+ , I P+ 0) (n 111, . . . ; ., ! � � + ; 1 ��, , I ­ : I, . I ; p . . , -Is. �1) :_ :-4 65 zo P, I . + 0+ 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 0 + 7 . .1 , , � - m � + -1� I ­ �; I 6 �; - 6� I P+ 0,+ + + P, t,+ r1l) 0 . + "'. I C:> . . . ; + + ,,+ 4- �pl �. b ! ; I + -J+ co+ w , co (m . :0 I I I ,+ to b �0 OR MORE LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE. THE : I : � I : I ­ � + (0+ IN f i i -,I+ ,,+ I c0+1 . . I - � 11� bi 4a, . 01, I p ; . I --J+ 1 -41 Oy— �D . � .. I ,0+ —Ul- - Cr-------­aF-----J + I . �1 I! i . - -1 -+ -+ (3y, CMD —,Nl ,,+ ,,+ ,+ - ,+ I ,m+ A - - - -- .�: I SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AN - lation Project: SHOPS AT STONEFIELD - Label I Units I Avg I Max I Min I Avg/Min I Max/Min GARAGE - I Fc 1 3.51 7.77 PARKING_ROADWAY— I Fc 1 2.32 :� �27.8 �N.A. N.A. I Luminaire Schedule P+ I 01 p , �, . . (:$+ il :p� Im N L" 0 I, - :_ m Ln I I! 1 F — . Pra�ect: SHOPS AT * , - -71 --- . - - -- 'It, I - - �- ,9 ----1 I � ------ . (3) I ", li � kg ,4+ . 0 + 9) Ln Symbol Qty - Label Lumens LLF Description E) 26 1 XB 11000 I 1,000 MOD FOR 100W 0 11 I XH — 18000 1 1.000 DIscERA 750, 25OW MH MOD FOR E'YE LAMP + 76 i XG 14000 1 1.000 MOD FOR 15OW PULSE START ---y -- ---XA ---- I 1.000 MOD FOR 350 - . 55 + i . U3 : . : i . 5 .. I I i I + � I (=,+ . : 0 � I 0+ . I I I 0 � . 6 1 6 I . 0 + b i P+ I 01 p , �, . . 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SHEET REVISION I BY . DATE - . N0. -. SHEET REVISION I BY I DATE � :-�J 6) to 0) -1i -14 (D - .11 I., , \\1 I a I., ,�, t I 1� ­ .,L------ . ­ � I I- -+ ,)+ , � 1-.-.1-1--- ... ........ ..... :­­ .,+ ,,+ - - ,+ . I I 11 ,� ;, , i I .11 5611110i 111mig . 1. i 11� .. - -1 tl - + j�,-,'J' '���', � � -�il I - , - -+ -+ + �� ro , ,��,, �1, I 11 " . + r1) :;1 ," - , - , "I ,� . � :4�+ ", �J � .ia- , '.� I --+ z . N) I P+ -+ . i m w 'L � I � + ,""-" �3 ��, , 0) � �, ... 1-: 11111 :­ I'll I I -1 ------ ­­. "I'll - ­­­. - - rl­ .11, "I -+ a . -+ . . Ili w :P:. :�, 61 b) b) b) b -4 --j i�'. - 0 00 �:!Ir,,,�i- 1 '­ � .zlll . , I 11 m .... 1.1111, � , 11�, �'11 �,-Mk "i I ,4 .1 I z i ! �, , � 1, 1111� � . -,--' J-1,-- " I'll ­ --­---­-­------ �1 I", i � ; � � �i ;� " .1 -- m+ - ---�-D!� - --,-.-,-. -------­--- --ca±- - --- ------ ----- ------------- ­�V±---m+ � -- - ­��----­�t- -------wt-- - ---- ­----­­- -..--------- - --­-­-'- - --- - - , I "I 1, , !V -+ ,�,­­, "') 1,nT-L' - + �-- - --!� ­­---D�& � - (1,:F ­­--=±---- 4-t J-E��­m, �,'�� ----mt- �� 1, � ,­,­ ... ... , --n-", —­ I—- - � �� � , , - -­­- -­ --------- il`�tTl �'��,,,��,,­ "',"', , I I I -�,u -1 : -+ ,,+ , -i '41 11 L, :,Pl ------Nm-- 11 " ­ � � IM DESIGNED BY: PROJECT: STONEFIELD I SITE D"M ` ­ i ENGINEERS DRAWN BY: D L) I L.11 1 \4 U C, — I V " I V/111 ALBEMARLE COUNTY, VIRGINIA 11 ­ zl"� "N LIGHTING DESIGN � z 11 -� i BLISS - FASMA I z ­ 1w ; ­�.. 447 PLANNERS TITLE: DIHR BY: LIGHTING PHOTOMETRIC PLAN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 AsSOCIATES, HFW -- - PO Box 4119 3040 Avemore Square PL SCALE: DATE: Lynchburg, VA 24502 Charlottesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: Phone: 434,316.6080 Phone: 434.984.2700 . H: /- I wwwmwassociateq.net 208026.44 802644C-C-28-Ltg.dw9 V: 91Z2,111 i / \11111 -- �Rlll ... " Ti','� 1,� ;, ISET REV. NO, DRAWING NUJ\/L9ER: C -2B SHEET NUMBER: 32 of 35 30 August 2011 DATE PROJECT TYPE McGraw Edison CDM350/WO/PS/4K/ALTO (Philips) MANUFACTURER LAMP Four fixture heads MOUNTING CONFIGURATIONS G$S j USM f Gat. GALLERIA S.IA11 Wall mount A- Mount Single Am, Mount 2 C. 150" Arm Mount 2 Sk 90^ Arm Mount 3 V 120' Arm Mount 3'"s` SO" Ann Mount 4 V inn (Round Par, Only) 11-V D:o E32 020 E.P.A. TABLE Singh, I-a'm who appr.blal 2 6t lso' a 0 90^ 3 le, 120. 2 IS ST 4 9 SO° Gas 1.7 3.4 3.4 4,6 4.6 62 GSM -29 L 9 21, 10.4 --------- - ---------- GSL 4.4 as 9.8 13.7 13.7 -----15.6 Fixture Manufacturer/ Description Catalog Number Lamp Wattage Color optical Type HOUSING: Formed aluminum REFLECTOR: Choice of 14 high 4 COOPER LIGHT' NG/McGRAW EDISON: efficiency Optical systems utilizing 4 ­082571p, G5M-AlR-350-MP­277-3S-FG-BZ-F- Metal Halide: Structural integrity and is finished 0 10-22 23:10:23 XA Exterior pole fixture 30 feet in height. Fo.tia.thdl. Table 350 Watt Bronze Extruded aluminum arm includes MA1023XX (Fiixture Head) CDM350/V/0/F`S/4K/ALT0 (Philips) a for at locations. DOOR: Formed Four fixture heads. Bronze finish. easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly DICERA BASYS 600-S)X-322-57-3 (Fixture hinges,ca ptive retaining screws mounted inside a thick gauge fiat faaf dl SELUX: Exterior pole fixture @ 12 feet in SX -97-302-3 (Bracket Arm); SX- Metal Halide: CDM Elite 100/T6/930 single carton Packaging of housing 2 XB height. Single fixture head. Bronze finish. 116 -14 -3 -Modification to 3600mm (Philips) 100 Watt Bronze clean of rivet heads, tabs or otf�or height (Pole) mean'of attachment which may Electrical MHC150/U/MP/3K/ 3ALLASTTRAY- Ballast tray is hard- GARDCO LIGHTING: Pendant mounted mounted d to housing interior for base socket. Ali optical modules GPI-150PSMH-2771V-Penclant Mount ALTO feature quick disconnect wiring XG garage fixture with an indirect uplight ABC D E 150 Watt Concrete Gray M.,md" F,ot ... dI,Vu,.af,, Assembly Philips A C D 0 - 0 component. Concrete Gray Finish. 0 H011911t e.fio.nouirh. Line. DICERA BASYS 750-S,X-331-29-3 (Fixture SELF Exterior pole fixture @ 18'-0" feet D_ Head); SX -97-302-3 (Bracket Arm SX- — I 1.GWj[8Lj/400W[Aa XH in height. Single fixture head with MT250D ET -18 Pulse Start MH EYE 250 Watt Bronze -- --2 116-14-3-M odifi cation to 5400mm 25, 2.86 1.441 0,72 2 30 200 900 050 --- 0.29 6-A, rt rm. ronze Finish. backeaB height I(Pole) 5 74 073 037 6.ff- 007 NOTES: 1. ALL XA, XB AND XH FIXTURES SHALL HAVE BRONZE FINISH ----------- 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMIITS 3,000 4 1 00aW 13V AS] OR MORE LUMENS SHALL BE A FULL CUT-OFF LUMINAIRE. THIS 4 SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND 4 200 31, aso 1.00 0,50 PROPERTY IN THE RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS 0 1 2 5 4 5 SHALL NOT EXCEED ONE-HALF FOOT CANDLE. 35, 2.60 0.73 0.37 0.18 30 August 2011 DATE PROJECT TYPE McGraw Edison CDM350/WO/PS/4K/ALTO (Philips) MANUFACTURER LAMP Four fixture heads MOUNTING CONFIGURATIONS G$S j USM f Gat. GALLERIA S.IA11 Wall mount A- Mount Single Am, Mount 2 C. 150" Arm Mount 2 Sk 90^ Arm Mount 3 V 120' Arm Mount 3'"s` SO" Ann Mount 4 V inn (Round Par, Only) 11-V D:o E32 020 E.P.A. TABLE Singh, I-a'm who appr.blal 2 6t lso' a 0 90^ 3 le, 120. 2 IS ST 4 9 SO° Gas 1.7 3.4 3.4 4,6 4.6 62 GSM -29 L 9 21, 10.4 --------- - ---------- GSL 4.4 as 9.8 13.7 13.7 -----15.6 C961t Lighting %OfEG­ -i- -d -- Wait our web Site at ­cooperlighting.com Curtomer First Center u21 Highway74S-th Peachtree City, GA 30269 770.486.4800 FAX 770.486,48D1 23LEONARD STNYNY10013 212 343 8400 V 2123438740F Act 1082575 pp 2010-10-22 13:03:12 2010 22 11:10x, NO. SHEET REVISION BY I DATE )NO. DATE McGraw Edison MANUFACTURER Four fixture heads ORDERING INFORMATION LAMP Criss f 0 SM I OSL (TALL ERIASWARF Sample N-r,- cSMxM­n­P MT -2V -SG -BK L 1 1 1 .4Et F.mIly Lornp rump TYP, lan,l,niuli.n or[., r. A­­oo 688 Galleria Sqa­ Wuttago MP aura. S,n, mala[ ktaA_,,a1Jo_ AP=C-,ey Srna I Re H"o, jr-Type I F.rmrd" It"Ll" SSM=G�jheha Square 707/0N HPS" H gh P- ­ m 2PITYPe11 Formed g)(=81..th=81.. 14- a,,- colo. a,,1,hr. 1.a 1­1� Mzv­ 100=100. Sodium GIVIL: G.Ikma S'p,no 150=150. MR; -"I 11.1ile, Wr9e___ F' 175; I75x, V.li.u. � s� Type In GM' Graphite M111141, 200:201ril Mounting M1iethad 12Qz 12cV 4R; Ty,. IV Sog.ahredll n,l li­ M Zor r 200 250VV ss;ly,e vsepro,ri.11 Option. Do AM" 208: 208V AIR: A n jrh,dd for, 320- Z200J e Ann rl,­ l-, ol 11AI Renod P.I. 350r 350cl 240'2401 FT F:E;.gt,F..,?(120,277., 2 SL: exit L,aht Enm,or­ 94 V) M.1.22-2 hr' -11111 AIS: landee CA2 C­fI M .Irl Oe&�' Fum, (208,240 1­:­1,rfu: 1,ur­r,.r1F­1 anna'a 347; 3 1 IV S'r.n, P- 460'450W vhu ET 48OV) Mn- ­e A1­r11r1P­­E­ S S., S'der 480. artV Lm vnu, rd.drxt MI: SPfd' M"' (2318 MT; [I-Tapl- AW11!3 Round EM;Q­IRnn,k­,Ao vt.laxu_;V`11N111ae­,o To M 750 750VV 3LaIdus-Lanuo "oh, I Tnnah) TT TrprFpho Daley smz� Sp, I$" a... 1000W, -Ta AS: Are. Sha,u Q-11 R. rn­ R NVOAT.Iao.. 0. nl­r) ST:S 3V: T- Ill Ven- urs .: R­r19L11.1W,­ SM3; Said M- 70'70x, RW phera.1hrel 41'lrajptaah� ­­aXe ' 0 I erer) 'a is V2,, D too, Irow Ins: Mp"t4le Alol 150, 150cJ ,iae Ho­SjashialM 25ri "a, o'_', rs�,� -, ShiaShl,ldril im,­­SS!. SG Sag Glav VS Vandal Sir Id" 40G=40OW �0 750=750vv 7 1000-40110x,' M0.t014X%MPaleto.31,2 VU. MA1015M=a ­ 175:175VV T2o3 lj2' 00. ..a 250=2505'5, MAI018(� 3au*'Tr­r­S­n.' 0a, - 40 0-40010 I... 9000 1000x,. ell, MA10r­2&­ Td.Pr­.: 236-0a. ro,9 hb116 ,, --Io, 1 1, e'e, GSG, 11a!2f,, G- 14- 1, Gtr MA1.1 o- ­q 1W T­,­Orrin' 2 3e, c r, Pva " " "u, Tii­ Pvaibbl ­.­.c. 1-11111o-2111 0,a. ou,InO only. -Ah ..h- 1- call GSL 11­­ a+ailabi)iryvu r. by hou 17111-1 11ro, 1-r 175, 2511 and 900x, A1H u'vnilnblc Inn rur.:ES n,x:ke;a only, icnun a Products also available In non -US vol:ayes and:ANzlor lnr«,nailonal markets, Conzua:aniryfor avallablliN :irp Infirmarian. Z.`uI_!, MA108r2=­11 Sid, S- 051 fl�u rlahrld)z, 'nr. ..'r, lin."" rcoecva —At -11- 11)11-1 Ill ­aIire "S" 'o 20 21 Ir, 10w Ma,man C04 Lighting Inis I u,w,b site at ­rooperi.c ghtingom "allime, Fl,al Center 1121 Ins 74 South la,mcircoo City, CA 302$9 770.486.4600 FAX 770,485,4801 23LEONARD STNYNY10013 21231438400V 2123438740F SHEET REVISION DATE McGraw Edison MANUFACTURER Four fixture heads tai:, S F A 3 Nh A N1 Q ,:;t) N, The Shops at Stionefield XA PROJECT TYPE CDM350/V/0/PS/4K/ALT0 (Philips) - - -------- LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Fj L S F A 8 M A N 441:: LK�PTiN(k 'DESIGN 21 July 2011 The Shops at Slonefield XA, XA-1 DATE PROJECT TYPE McGraw Edison (Streetworks) N/A MANUFACTURER LAMP H --------------------------------------- ---------------------------- I --ASgk Glade steel b- pule ti ASTM A 66 bae covs, 5 ' Ancnar 6oi per ASTM A576 ri ih (2j ins (j flat her, and 2 "Hand We ­ahblj 3 x 5' on 5' ,d 6 RSS pde,, 2'x V (11t) 1.e' laah'. Nat,, -h- and .rrw Ito are net dip Ova ­d 3 took lot 3.4: salt. 4 hek an VASS p.t­ V bull, I-ASTiA A500grade 'Tsteal ;haft. Shot brr%xi ata painted with pal,/" to Po d" 4... 0,111ten ., Ts-, (,Ieretk). 'Cr, 'It illrlt it r BC=Boll Circle 5P-=Bolt P . Bell Frcjezlian ARTB,lt Dimensions C =80 Diarindu Dimensions "'o... lit,l,sli C,,IoSS, PHOTOMETRICS Ab Dart. P,e­ optical plugs and are field rotatable in 90o HOUSING: Formed aluminum REFLECTOR: Choice of 14 high 4 housing with stamped reveal has efficiency Optical systems utilizing 4 ­082571p, horizontal and vertical lamp 2t10 -10.22 Structural integrity and is finished 0 10-22 23:10:23 1 r- ::� iL­ Fo.tia.thdl. Table efficiency segmented optical Extruded aluminum arm includes 23 LEONARD ST NY NY 10013 2123,138400V 2123438740F 3 a for at locations. DOOR: Formed 3 Select monntinO holOht ardes vrd easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify rum -included hinges,ca ptive retaining screws mounted inside a thick gauge fiat faaf dl and is finished in p,emmmTGIC aluminum housing for superior single carton Packaging of housing 2 protection. All segment faces a mid arm, 2 each a.o.U.nd e me. Qi,ta­ clean of rivet heads, tabs or otf�or mean'of attachment which may Electrical n, is of mountinfl heirlhl. 3ALLASTTRAY- Ballast tray is hard- distribution. Standard ""ith mogul - mounted d to housing interior for base socket. Ali optical modules coolerepet-ation, feature quick disconnect wiring ABC D E A a C D E M.,md" F,ot ... dI,Vu,.af,, A C D 0 - 0 0 H011911t e.fio.nouirh. Line. A ------ C D_ ...... ..... . --- I — I 1.GWj[8Lj/400W[Aa -- --2 2 T [ 25, 2.86 1.441 0,72 2 30 200 900 050 --- 0.29 6-A, 0.14 5 74 073 037 6.ff- 007 3 ----------- 4 1 00aW 13V AS] 4 0 1 2 3 4 5 4 200 31, aso 1.00 0,50 0.20 0 1 2 5 4 5 0-1-2—s 35, 2.60 0.73 0.37 0.18 0.07 GSM-XX-I000-MHSL,FO GSM -XX -1000 MH 3Y' FG GSM -XX -1000 -MH ­AS -SG 40r 2,00 1.00 rise 020 0,10 I000 -W it Sin 1000 -Watt NH I 0,i MH 1000' r10,000-L.rnCI,.,L.r­ Lamp SpilloG-LpmCtclesr Light Ert rotor Type ill V""1 A..sq,­ Flat Gj.. Flat lj­ Fnr, Gh- C961t Lighting %OfEG­ -i- -d -- Wait our web Site at ­cooperlighting.com Curtomer First Center u21 Highway74S-th Peachtree City, GA 30269 770.486.4800 FAX 770.486,48D1 23LEONARD STNYNY10013 212 343 8400 V 2123438740F Act 1082575 pp 2010-10-22 13:03:12 2010 22 11:10x, NO. SHEET REVISION BY I DATE )NO. DATE McGraw Edison MANUFACTURER Four fixture heads ORDERING INFORMATION LAMP Criss f 0 SM I OSL (TALL ERIASWARF Sample N-r,- cSMxM­n­P MT -2V -SG -BK L 1 1 1 .4Et F.mIly Lornp rump TYP, lan,l,niuli.n or[., r. A­­oo 688 Galleria Sqa­ Wuttago MP aura. S,n, mala[ ktaA_,,a1Jo_ AP=C-,ey Srna I Re H"o, jr-Type I F.rmrd" It"Ll" SSM=G�jheha Square 707/0N HPS" H gh P- ­ m 2PITYPe11 Formed g)(=81..th=81.. 14- a,,- colo. a,,1,hr. 1.a 1­1� Mzv­ 100=100. Sodium GIVIL: G.Ikma S'p,no 150=150. MR; -"I 11.1ile, Wr9e___ F' 175; I75x, V.li.u. � s� Type In GM' Graphite M111141, 200:201ril Mounting M1iethad 12Qz 12cV 4R; Ty,. IV Sog.ahredll n,l li­ M Zor r 200 250VV ss;ly,e vsepro,ri.11 Option. Do AM" 208: 208V AIR: A n jrh,dd for, 320- Z200J e Ann rl,­ l-, ol 11AI Renod P.I. 350r 350cl 240'2401 FT F:E;.gt,F..,?(120,277., 2 SL: exit L,aht Enm,or­ 94 V) M.1.22-2 hr' -11111 AIS: landee CA2 C­fI M .Irl Oe&�' Fum, (208,240 1­:­1,rfu: 1,ur­r,.r1F­1 anna'a 347; 3 1 IV S'r.n, P- 460'450W vhu ET 48OV) Mn- ­e A1­r11r1P­­E­ S S., S'der 480. artV Lm vnu, rd.drxt MI: SPfd' M"' (2318 MT; [I-Tapl- AW11!3 Round EM;Q­IRnn,k­,Ao vt.laxu_;V`11N111ae­,o To M 750 750VV 3LaIdus-Lanuo "oh, I Tnnah) TT TrprFpho Daley smz� Sp, I$" a... 1000W, -Ta AS: Are. Sha,u Q-11 R. rn­ R NVOAT.Iao.. 0. nl­r) ST:S 3V: T- Ill Ven- urs .: R­r19L11.1W,­ SM3; Said M- 70'70x, RW phera.1hrel 41'lrajptaah� ­­aXe ' 0 I erer) 'a is V2,, D too, Irow Ins: Mp"t4le Alol 150, 150cJ ,iae Ho­SjashialM 25ri "a, o'_', rs�,� -, ShiaShl,ldril im,­­SS!. SG Sag Glav VS Vandal Sir Id" 40G=40OW �0 750=750vv 7 1000-40110x,' M0.t014X%MPaleto.31,2 VU. MA1015M=a ­ 175:175VV T2o3 lj2' 00. ..a 250=2505'5, MAI018(� 3au*'Tr­r­S­n.' 0a, - 40 0-40010 I... 9000 1000x,. ell, MA10r­2&­ Td.Pr­.: 236-0a. ro,9 hb116 ,, --Io, 1 1, e'e, GSG, 11a!2f,, G- 14- 1, Gtr MA1.1 o- ­q 1W T­,­Orrin' 2 3e, c r, Pva " " "u, Tii­ Pvaibbl ­.­.c. 1-11111o-2111 0,a. ou,InO only. -Ah ..h- 1- call GSL 11­­ a+ailabi)iryvu r. by hou 17111-1 11ro, 1-r 175, 2511 and 900x, A1H u'vnilnblc Inn rur.:ES n,x:ke;a only, icnun a Products also available In non -US vol:ayes and:ANzlor lnr«,nailonal markets, Conzua:aniryfor avallablliN :irp Infirmarian. Z.`uI_!, MA108r2=­11 Sid, S- 051 fl�u rlahrld)z, 'nr. ..'r, lin."" rcoecva —At -11- 11)11-1 Ill ­aIire "S" 'o 20 21 Ir, 10w Ma,man C04 Lighting Inis I u,w,b site at ­rooperi.c ghtingom "allime, Fl,al Center 1121 Ins 74 South la,mcircoo City, CA 302$9 770.486.4600 FAX 770,485,4801 23LEONARD STNYNY10013 21231438400V 2123438740F SHEET REVISION DATE McGraw Edison MANUFACTURER Four fixture heads tai:, S F A 3 Nh A N1 Q ,:;t) N, The Shops at Stionefield XA PROJECT TYPE CDM350/V/0/PS/4K/ALT0 (Philips) - - -------- LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F Fj L S F A 8 M A N 441:: LK�PTiN(k 'DESIGN 21 July 2011 The Shops at Slonefield XA, XA-1 DATE PROJECT TYPE McGraw Edison (Streetworks) N/A MANUFACTURER LAMP H --------------------------------------- ---------------------------- I --ASgk Glade steel b- pule ti ASTM A 66 bae covs, 5 ' Ancnar 6oi per ASTM A576 ri ih (2j ins (j flat her, and 2 "Hand We ­ahblj 3 x 5' on 5' ,d 6 RSS pde,, 2'x V (11t) 1.e' laah'. Nat,, -h- and .rrw Ito are net dip Ova ­d 3 took lot 3.4: salt. 4 hek an VASS p.t­ V bull, I-ASTiA A500grade 'Tsteal ;haft. Shot brr%xi ata painted with pal,/" to Po d" 4... 0,111ten ., Ts-, (,Ieretk). 'Cr, 'It illrlt it r BC=Boll Circle 5P-=Bolt P . Bell Frcjezlian ARTB,lt Dimensions C =80 Diarindu Dimensions "'o... lit,l,sli C,,IoSS, BLII)S•FASMAN LIGHTING DESIGN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 01 WAA N INEERI.� SURVEYORS PLATNERS AsSOCIATES PO Box 4119 3040 Avemore Square PL Lynchburg, VA 24502 Chaarlodhisville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 wwrtv,tvwassociates.rcet 30 August 2011 DATE McGraw Edison S 8 - F,`r­ I'A A N 'AO 'G, D C The Shops at Stanefield XA PROJECT TYPE CDM350N/O/PS/4K/ALTO (Philips) MANUFACTURER LAMP 400 WATT METAL HALIDE LAMP SHALL Four fixture heads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. (E) McGRAW-EDISON" DESCRIPTION Gallerie's beauty and versatility make it an excellent choice for roadway and genera! area lighting applications. An aesthetic reveal in the formed aluminum housing gives the GaHarla a distinctive look while a variety of mounting options and lamp wattages provide maxinhurn flexibility, Callana's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application, SPECIFICATION FEATURES -- Ab Dart. P,e­ optical plugs and are field rotatable in 90o HOUSING: Formed aluminum REFLECTOR: Choice of 14 high L,J housing with stamped reveal has efficiency Optical systems utilizing tempered glass lens or flat glass. ­082571p, horizontal and vertical lamp 2t10 -10.22 Structural integrity and is finished 0 10-22 23:10:23 1 r- ::� iL­ 168 rl�. K,�, efficiency segmented optical Extruded aluminum arm includes 23 LEONARD ST NY NY 10013 2123,138400V 2123438740F BLII)S•FASMAN LIGHTING DESIGN 23 LEONARD ST NEW YORK NEW YORK 10013 212 343 8400 01 WAA N INEERI.� SURVEYORS PLATNERS AsSOCIATES PO Box 4119 3040 Avemore Square PL Lynchburg, VA 24502 Chaarlodhisville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 wwrtv,tvwassociates.rcet 30 August 2011 DATE McGraw Edison S 8 - F,`r­ I'A A N 'AO 'G, D C The Shops at Stanefield XA PROJECT TYPE CDM350N/O/PS/4K/ALTO (Philips) MANUFACTURER LAMP 400 WATT METAL HALIDE LAMP SHALL Four fixture heads BE VERTICALLY MOUNTED WITH FLAT LENS ASSEMBLY, AREA ROUND OPTICS. (E) McGRAW-EDISON" DESCRIPTION Gallerie's beauty and versatility make it an excellent choice for roadway and genera! area lighting applications. An aesthetic reveal in the formed aluminum housing gives the GaHarla a distinctive look while a variety of mounting options and lamp wattages provide maxinhurn flexibility, Callana's superior light distributions makes it the optimum choice for almost any small, medium or large area lighting application, SPECIFICATION FEATURES -- C Co nstruczton optical plugs and are field rotatable in 90o HOUSING: Formed aluminum REFLECTOR: Choice of 14 high increments LENS: Convex housing with stamped reveal has efficiency Optical systems utilizing tempered glass lens or flat glass. interior -welded seams for horizontal and vertical lamp 162mm or 229nn_ 337,m Structural integrity and is finished orientations. Optional high ting in pr miumTGIC poiyester powder efficiency segmented optical Extruded aluminum arm includes coat. U' L. listed and CSA certified systems constructed of premium internal bolt guides allowing for for at locations. DOOR: Formed 96%6 reflective anodized aluminum easy positioning of fixture during aluminum door has heavy-duty sheet. Optical segments are rigidly assembly. Specify rum -included hinges,ca ptive retaining screws mounted inside a thick gauge mounting for Contractor -friendly and is finished in p,emmmTGIC aluminum housing for superior single carton Packaging of housing polyesterder coat, (Ski der protection. All segment faces a mid arm, mount unit has steel door.) clean of rivet heads, tabs or otf�or mean'of attachment which may Electrical cause st, streaking in the light 3ALLASTTRAY- Ballast tray is hard- distribution. Standard ""ith mogul - mounted d to housing interior for base socket. Ali optical modules coolerepet-ation, feature quick disconnect wiring DI R4ENSIDNS................................ ................... !ARM DRILLING Ann Mount spider mount TYPE "M" F2 1- [39m,,j J_ 3/4" [19ml Da Hal, L� I I - 7/16 [62,,mi 4-716' [124mm) I 0<4 M.. Hro Fixture A a C D-1 F GSS 9-1/41'1 1/2" 12-71W 15-5/6" 6' or 9' 31,4' _235nm, 38nn, 32.7mm 397,mn. 162mm or 229nn_ 337,m GSM 11 3_7/21 19-7/4" 6' or 14' 15""11" 279mm .__ -___-14-1,7"' 89'. 480mm %Q- - n, 112m, 356m 331- ,, m GSL 41/4"-__.__5-7/8"__.221 S .,I,, 18.34 or 19-314' 36amm 108mm 657- 686nn't 1 52mm-356rnm 475mmor102,m NOTE: Top <ap -a - GVVI i, .W rja"r­ ­'i,,aj, Ixmped "t - WATTAGE TABLE 'Fixture umoTeP­.- IGSS (Ga!I,,,i. Sm.11) 70,10,160W qh,h Pd,um UPS) 70,100,15OW �,WHq ................. GSM (G Ileria M.dirm) PIs S­ttAetoHehde(%`,P) 70,100,150,175,20D,26D,320,350,00,450,750,875'� ,1000� ifighPlIj­oSlIdH Ilm(P , I " 7 " 0 , LOC , " , 150280, " 4c , 0.75 , D, 1000W Metal Halkic, WI-tI !Lm250, i'00, Loom—_ CSL iGailcria Lwqe) P. 250.320,3500 ,4l000_15_0,750,1000W _ High Pressure Sdn,uiP31250,00-75,-0,yCVVj i` Ainlal Halide iMH} 250_400, CW41 Lighting 23 LEONARD ST NY NY 10013 212 343 8400 V 21,23436740F -1AN GSS/GSM/GSL GALLERIA SQUARE 70 - 100OW Pulse Start Metal Halide High Pressure Sodium Metal Halide ARCHITECTURAL AREA LUMINAIRE T FCO lffi�P"LIAN url CMNOTE: !n all flet Blses eonfi Aur41ian6 only. ENERGY DATA CWA 6,11.at I,pv` , Watt, 150:'1 MP HPF .") �571W to P HPF � �Ss�VNViuj 250c1r,1PHPF (2S3kv,U,) 250W HP5 HPF (29s'wtta) r 400I1 HIPS HPF 1457 YVaun 76011 MP HPF c820 Watts) 1000oW "H HPF 0080W,11; 0 Coi HeS HPF luocvvms EPA Efm.d­ P,.j..t,d A—: (Sq. FFt)t, [WthmA_] GSS: 1 20 Arm] 2.40 GSL 3,90 IS,nd., Mon.,] GSS.I63GSM' 2S13GSL: 4.45 SHIPPING DATA App-.:.,..N.t i 36 lb, 116 kg.,) 79 lbs: k,,kgs.), t more e kga.) ADH082�,75 p,. tiliI 0-2213:0::12 21 July 2011 The Shops at Stonefield XA, XA-1 CATE PROJECT TYPE McGraw Edison (StreetWorks) N/A MkNUFACTURER LAMP OR "Ecnr. illr I Qik Nl:gs:.8: RSS4A2uSF2XXG A,antmq F,,W,e No.d Aa ,sofes Shaft' VIA H,[ght B- Mrr,thrii Location A- (Gerd Rriund Straight Steal Slo, Ti (11.) Type P-1 1 1- Lug) S 4 S. X c Bolt Archer B_ Circle Shot Shaft 6dt Int. Stv. Fri. m1g. cor,.g Win Sq 'are Slat. P,rj� S'. Dia V", EPA jSq� R,)� EPAtSq Ft)� Lord- tolrd, fin.) (Ir) Lenqth iln I 'Lba.] At Pola-ra Ab- Pole Top Bra -,Lo,! AIH S 90 Be 9P D AS 70 B0 100 TO so 90 100 � l 1114A1111 .121 11,12 I 1 1; 1 1;1 114.0.7 1 11 24.a '11., I'11.1 20.1 15.1 11 9.1 IuI 5 PSMAISSP .120 10 1/2 110 41 4 r4 25 3 10 11 1 �5 0 ' 5 10 6 71 5s 4.0 150 20 RSS4.A2sSF 120 101,2 11.0 41321 314 X25r3 114 6,1 4.2 2e 18 5.8 33 2.4 Lb 200 : 1 412 34�1 1 11112*11 118 10 V2 11.0 4132 5 3f4., 25x3 136 20.4 114,9 11,5 92 16.5 13A 10.50:1 300 5 R6S5M255F .188 101/2 ?a Rs-stmmsF 188 j2112 12,5 5 6 _ 1x36,4 419 13.6 10!97L 5,d_ 12.9 14 7.1 5.�_ 300 -c' 1�­ -1 P­r� 11 ICJ 1.� C F-. " Ia. "r, e, G t"AltES., Type ..,.. MCL, L.Inch, Getola and rf,mj Type 'E" [1--e [ill Type [Co�alnll and Cinlo'i ....... — ---I 5n) - 2 4 ito­l ! 3a rile. 27175 holz xa 4],8 117.411-11, 7VI" 17ro' die. holes d'a tele 0) rr., Holes r." "'r.ktkr S, Pas. S ECI:Ac Gi: two �li,4 h-_ Dealer,fi,in 0,eigrollon DeaIgn,flon Qn-111i, Letter & NumberLeiter & Number ....... oIn,, Nnnetr .. ...... & L..V.n MI El ZI Single F2 Z. "IE3 Z I14 E4 Za 4i' 90 1 M5 E5 Z I so EG Z6 a ------------- - ----- .............. -------------------------------------- ........... ....... ..... Axed Tenon Designwit OD "g," A-1,2tapped N-InIt", . ..... 0- rapoeh rQ.D,� ? P 4- I st G=1_1r­di,9 i,g (oe­,ite 48 Azf(3) 4� �2' HrAddi,wnl In,t,J Wer,c] 9 2 belo, pole top- 90' h! ­ hand halo L.nu - A)— "r, 23LEONARD STNYNY10013 2123438400V 2123436740F DESIGNED BY, PROJECT. 'ST / ONEFIELD BUILDING C1 -1V FINAL SITE PLAN DRAWN BY, ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY:HFW LIGHTING FIXTURE DETAILS I - WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: H: P 2 1.1 SET REV. NO. DRAWING NUMBER. ^9 SHEET NUMBER: 32.1 o f 35 BLSs FAB fix! AN f;.1.,... s.. FA, s bit til tv i,.r.ri-f TFites 1 SIGN 13L c,9 f`AS Arc 5 July 2011 The Shops at Stonefield - Site Lighting XB 17 May 2011 The Shops at Stonefield XG 17 May 2011 The Shops at 'Stonefield XG 17 May 2011 The Shops at Stonefield _ G DATE PROJECT TYPE DATE PROJECT TYPE MHC�150/U/MP/3K/ALTO Philips DATE Gardco i htin g PROJECT TYPE MHC1 0/U/MP/3K/ LTO Philips DATE Gardco Lighting PROJECT TYPE MHC150/ /MP/3K/ALTO Philips Selux �®M Elite100/T6/930 (Phillips) Gardco Lighting Double arm, ��.�... � SX 97-308- ------ operated locks, electrical components unit LAMP MANUFACTURER _ LAMP MANUFACTURER LAMP MANUFACTURER LAMP ROAD LIGHTING DISCERA BASYS 600 ACCESS AND MINOR ROADS -;> CAR PARKS > INDUSTRIAL AREAS ---r PUBLIC PARKS DISCERA BASYS 5D0 bracket mounted IN: 146mm, for bracket fitter 0: 60mm, titfing can be combined with a variety of protection category Ill proto.cron class arms, fur mounting on our recommended w u, option class 11, standard obur: poles. silver (RAL 9006) t -3J. H: 6000 / 1000Ito m pole top 0: 76mm LPH: 5950mm SX 018 16- A,u: 0,07 m', vdeight: 12 on steel, painted. Housing made of die-cast aluminium, Bracket mounted fitting SX 322 pole top_0: /6mm aluminium, stainless steel, toughened ,,vilhout bracket, without pole 'ingle arm _ glass, stainless steal threaded inserts for L SOOmm, _ ___SX 97 -302 - regularly used fixing positions, stainless _ poletop p 76mm _ L 200mm, _ steel screws, features tort -free easy Double arm, pole top 0: 76rnm, rna!ntenan a access with flush one hand SX 97-308- 9' operated locks, electrical components unit _ 975M4-1` otcc ^y IPE6, pr ct­ d. I can be replaced without tools, asymmetric as th our . ­ica[ ,ed t.eel POLY, Polycarbonate Downright Lens high performance mirror optics - VARIO- NPte.l NST HIT -CE OPTIC for all layouts, for olden ng as=.'stance 7?i5.ri2?.: 7u7�T710'. please contact selux .U' 600rnm 2. Luminaire accepts either 60w or 65w Compact Fluorescent. Prole£: f;Xifm14-t{$OE;b1„i2t717r1'(1-:j SX 11714 - 3; HST HIT -CE HIT -CGS' Cutout code sdv r '^, chute of velours - 'Er 131,Y11411 N1101 Z 7rrd a r few :: specify "UNA1 for Voltage. 1L,r7Yii rVN ,7317 4. Not available in GPI EMR or GPIECR . Nor available with QS, CST, 0924, QT924, T55-40, T5ST40, 75S-55, or T55F55 apauml. ----- - ---- 5, DC 8cf enol Base, 100 watt quatlzrrsxirnum. isUV'4 r5 a I rid Y.". 4rM' hx<, i+ 146- wic,_17>, ur,•-r7 is 'yx sada MD only. Piot ovairable ivith T5S"40, T55T40, T5535 cr T5ST-55, provides adait onai area iflu,mne.tion and masks uptight, v Not Available 'In DR optan Not evairabfe m 60CM°E or 9_CilfPE. 1 aria 8. Fblycarame?a lenses carry a I year warranty only. .00 k 1 '. Luminaires are out available with nier� ;hat] 1 0l the tOtk)wlng I Wall bracket With wall -plate of galvanised steel, painted, bracket fittcr0: 60 nim. se H: 3001rm, 6: 200mm, L: 500mm SX 97-314- Bracket SX 037 16- H: 6000 / 1000Ito m pole top 0: 76mm LPH: 5950mm SX 018 16- Pole top arm for spigot 0: 60nim, of galvanised steel, painted. PG712 base for Philips CosmoPol,s ('IIT -COS) Single arm, pole top_0: /6mm L 100mm, _ SX 97-300- :' 'ingle arm _ __ pole top 0: 76rnm L SOOmm, _ ___SX 97 -302 - Double arm ___ _ poletop p 76mm _ L 200mm, _ _5X_97 -307 - Double arm, pole top 0: 76rnm, L 1000mm, SX 97-308- Recommended Poles: Conical galvanised steel pole, painted, with extended buried base and anti -sink plate set, CE -approval according to EU construction -product regulations, supplied with IP 54 fuse box 2x5xl6mm' for loop in -and -out. K.4500/ 800mm pole top 0: 76mm LPH: 4450mm SX 037 16- H: 6000 / 1000Ito m pole top 0: 76mm LPH: 5950mm SX 018 16- H: 80001 1200mm pole top 0: 76mm LPH: 7950rnm SX 019 16- PG712 base for Philips CosmoPol,s ('IIT -COS) .. tat-'• {. J - h: No,. box Please cornplele reference no. with the relevant code, for optic, lamp and colour. Specification example Luminaire with Bracket and Pole Ii: Bo;UJ120um:m, ifpn 796CJi SOmm, i)iSCPr£fA8A65 asym H4n01flt '. 5lher :" runtardCcenr S,J<r RAL 9066);'31 &cad - Bracket 52€ 3 .lo, OKI A': SX 322 :J-1- f•;$Gkk$ SX 097-302-'3 ;PeteS [11. T 9$ 7 sflblR�atttfrt„ . ; „3, SX 037 16 -air Colour code: r silver (RAL 9006)-w'., choice of colours- 9' I 1 ! (-; �i Dark -Sky -friendly II0— , LVKSelux.IP-66 IK1I I� 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F tiLr5S F,ACN1 A fe, Oi:.=>ic',N 18 May 2011 The Sh DATE PROJECT Selux MANUFACTURER 500 1000 at Stonefield XH ,v V_WM TYPE MT2 50D ET18 Pulse Start Metal Halide EYE LAMP 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F NO, I SHEET REVISION f BY I DATE - NO. 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F FiEi.tti .rr,S;•tr:� i.€CR'€tt ,s., nFzg=i.^N 18 May 2011 -- - The Shops at Stonefield XH DATE PROJECT TYPE Selux _MT250D ET18 Pulse Start metal Halide EYE MANUFACTURER LAMP ROAD LIGHTING DISCERA BASYS 750 _ DISCERA BASYS 750 / 400 AVENUES AND BOULEVARDS -! MAIN ROADS } INDUSTRIAL AREAS FUBLIC PARKS o `•,zo y. .. V DISCERA BASYS 7501400 roadway/ Pal`, penned, feat.res extends F.uricd xalzw.ay f'r.ane,,md: pole and ivacrat" base and :.rate set. Cf.-apprtaal fo ting on currecc«:n,cmdc;i Pcics. Leording to Fil :.ns:-ru,!nn-padra r- .:: of- ,: t -b .. tat-'• {. J - h: No,. box t> J,e,ed gla "sn. sp'.rard-out, stainless steel threar,d:ns^r*mregutay Ii: Bo;UJ120um:m, ifpn 796CJi SOmm, cdfwraP"Ri.11,a n",Steel"ove, runtardCcenr S,J<r RAL 9066);'31 feature; toe:free Bary maincerance eccen Bracket "Ifli P.:'re hard npe. a -et lod:s, r.)..: 0, 1,^11 w'a ;'19 kg asy,nm roi,a-'alce optict Rood/walkway fixture SX 337 - °Ak'0 t 4 1 ,, of layoats for , h.1 :clud'1r:,g rale ­dblaci<eu ca.:e plea ,act:.,• ses 7s0: 0 11,0"," It women, aASvS 400: 0 4 V n, H10urcm, _ 975M4-1` otcc ^y IPE6, pr ct­ d. I Magnetic Ballast_ as th our . ­ica[ ,ed t.eel POLY, Polycarbonate Downright Lens HST HIT -CE NPte.l NST HIT -CE gnetic Ba4a Mast 7?i5.ri2?.: 7u7�T710'. ,tetltd c Sit Og7'306 ), T(J(jmrt! ... ^., '. SX 097-306- 'al 2. Luminaire accepts either 60w or 65w Compact Fluorescent. Prole£: f;Xifm14-t{$OE;b1„i2t717r1'(1-:j SX 11714 - 3; DISCERA BASYS 750 b,acer; mru `ted A,,: 0,1 rnx, w,::yhi. 13 kg ry c a,nls, @racket mounted fitting 5x 331 , fo ting on currecc«:n,cmdc;i Pcics. without bracret.',vithcui pc.ie l""ing rmdr cf d,ac e zlum niunt 70CMI1E"150CMHEs'CE) a ninimiurn, mini"' ood, toughened Electronic Ballast om gas, stir ess steel threaded irseas for T53-4011 11 Provision for an internal hot restrike standby, regularly ;sed fixing pa Bic", "ainlrs 60CMPE" steels_ -1. feat;le., too free eary Bracket r,c.... ?, . oust: one i,. and Pole fop arra for spigot 0: 601 n, of galaanised steel, painted. oral ra ed fccis, a�ymr_o rs h43h Single, pole top 0: 9Cmm, L: 72CCmrn, _ SX 37.305--r%: p,:rlrrrman:e r,,irrur ;;p<,c;-'dAR160f"r:C Double, pole top 0: 90rnm, L: 2400mm, SX 97-310- r r:• ail': outs, r'ur cla,:: n,y assi>ano: ple ., contact Se ,, 2: 710:rrn„ H: 165m", _ 975M4-1` spgct n 60a)m, net :ar,ratego'? Tea, Magnetic Ballast_ crust I rr cairn c.' c II, action vr POLY, Polycarbonate Downright Lens ;ts"and cobur: ke, tf Au 9006 NPte.l NST HIT -CE gnetic Ba4a Mast 16 5., f; �i r IP661 IK09 © n LVK : selux.deolvk ba k sky f ieodly 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 6740 F SHEET REVISION PHILIiP1!t Job: AlIdages crafied fr o b it>)r el.ppaspA ��qq Type: - ttaa aeQeroy a•9�0.RDCO 50 adt 1 'arils Notes: rery?h d `rin,nale%J07*An,P%V`A W03"HIPIN(w) �Nff7,, only a GPI LUMINAIRE I R_ GENERAL DESCRIPTION: The Gardco (3P9 is a cutoff luminaire designed specifically for parking garage lighting. The Type 1 R rectangular lighting distribution was developed to precisely conform to the geometry of parking structures. In addition, the precision die cast aluminum canopy, the corrosion resistant acrylic housing, and the moisture, insect, and pollutant excluding silicone Basketing all assure long luminaire life. GP1 Emergency luminaires are factory wired from the battery pack to the luminaire utilizing a 24" length flexible conduit, and are 100% factory tested in emergency mode.The result is reduced installation labor with greater assurance of emergency system performance upon arrival at the job site. CUTOFF PERFORMANCE: GPI luminaires provide cutoff performance. •'a PREFIX WATTAGE VOLTAGE OPTIONS Enter the order aide into th'a appropriate box above, Note: Galrko reserves the riots to refuse a confgurat on. Not all combinations and configurations are vale!. Refer to notes done for exclusions and limitations, For questions or concerns, please consult the factory. r GP1" GarageLumiraire GPIEMR' 1: Emergency Reams, (0-0 3,'f rriaimmn antb�eri (emparanrre.l GPI ECR"' 1t Emergency Cold Temperature Remote (-16nC, 0,Fmsernum amGient temperature. i Pulse Start MH 70MH tr) ;A0 0y;0010 adv_ ti-?' Si 175PSMH CI Ceremic MH 70CMI1E"150CMHEs'CE) Recommended Poles Electronic Ballast om Conical galvanised steel pole, painted, features emended buried base and ann- T53-4011 11 Provision for an internal hot restrike standby, sink plate set, CE -approval according to EU construction -product regulations, 60CMPE" supplied with IP 54 fuse box 26x16mnr' for loop in -and -out. Bracket H: 7000 / 1200rnrn pole top 0: 90mm LPH: 6950mm SX 116 14- " Pole fop arra for spigot 0: 601 n, of galaanised steel, painted. H: °000! 12UU!pm pole top a: 90rnnl LPH: 7950mrn SX 117 14. 111' Single, pole top 0: 9Cmm, L: 72CCmrn, _ SX 37.305--r%: H: 10000 1150'), pole top 0: 90rnm LPH: 9950mrn SX 126 14- 5= Double, pole top 0: 90rnm, L: 2400mm, SX 97-310- r F eraencv4 mea 4 Gt2 Cess .wU+. ntln ;:osnx:",r,- �;). _ 975M4-1` . le.. c elute re`.=rznce r:o. wl.n the alex orrl odes ;a Dote lam^ a^.d colour. Magnetic Ballast_ Specification example: Luminaire with Bracket and Pole POLY, Polycarbonate Downright Lens pjCiftAaAYS- asym.,.f3ST9yDtS0;A NPte.l 9 gnetic Ba4a Mast s nig SX 337 '{-,..- ,tetltd c Sit Og7'306 ), T(J(jmrt! ... ^., '. SX 097-306- 'al 2. Luminaire accepts either 60w or 65w Compact Fluorescent. Prole£: f;Xifm14-t{$OE;b1„i2t717r1'(1-:j SX 11714 - 3; Cutout code sdv r '^, chute of velours - 'Er 131,Y11411 N1101 Z r IP661 IK09 © n LVK : selux.deolvk ba k sky f ieodly 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 6740 F SHEET REVISION PHILIiP1!t Job: AlIdages crafied fr o b it>)r el.ppaspA ��qq Type: - ttaa aeQeroy a•9�0.RDCO 50 adt 1 'arils Notes: rery?h d `rin,nale%J07*An,P%V`A W03"HIPIN(w) �Nff7,, only a GPI LUMINAIRE I R_ GENERAL DESCRIPTION: The Gardco (3P9 is a cutoff luminaire designed specifically for parking garage lighting. The Type 1 R rectangular lighting distribution was developed to precisely conform to the geometry of parking structures. In addition, the precision die cast aluminum canopy, the corrosion resistant acrylic housing, and the moisture, insect, and pollutant excluding silicone Basketing all assure long luminaire life. GP1 Emergency luminaires are factory wired from the battery pack to the luminaire utilizing a 24" length flexible conduit, and are 100% factory tested in emergency mode.The result is reduced installation labor with greater assurance of emergency system performance upon arrival at the job site. CUTOFF PERFORMANCE: GPI luminaires provide cutoff performance. •'a PREFIX WATTAGE VOLTAGE OPTIONS Enter the order aide into th'a appropriate box above, Note: Galrko reserves the riots to refuse a confgurat on. Not all combinations and configurations are vale!. Refer to notes done for exclusions and limitations, For questions or concerns, please consult the factory. r GP1" GarageLumiraire GPIEMR' 1: Emergency Reams, (0-0 3,'f rriaimmn antb�eri (emparanrre.l GPI ECR"' 1t Emergency Cold Temperature Remote (-16nC, 0,Fmsernum amGient temperature. i Pulse Start MH 70MH 160MH 2O0MH'G` Magnetic Ballast 100MH 175PSMH CI Ceremic MH 70CMI1E"150CMHEs'CE) BX Bird Excluding Shroud to, peasantmounted.,vic Electronic Ballast om 100CMHE" T53-4011 11 Provision for an internal hot restrike standby, CosmoPolfs- No,FU" 60CMPE" 90CMPE'-' Electronic Sysfern ss1201,. TNI Trunnion Mount timed delay, circular 40w T5 fluorescent lamp. Compact Fluorescent 50/85CF'14' Electronic Sat(ast F eraencv4 mea 4 Standard AIH _ 975M4-1` B4CF21' Bodine B4CF2 Emergency Battery Pack joP1EfrRiv:hT.S'Sr40anr,;i Magnetic Ballast_ POLY, Polycarbonate Downright Lens High Pressure SSodium70HPS NPte.l 150HPS gnetic Ba4a Mast 100HPS 120 240 347 208 277 UNIV 200-277" LGPIE RR and GPIECRRm Emergency luminaires are only avar(able will 120V cr277V input. p - frorvrn nor avavaole nor eaten me vmced Stares. g • • QS -' , Quartz Standby F Fusing GST"'° Quartz Standby - Timed Delay DR' Supplementary Downlight Reflector 09241•—l' Quartz Emergency BX Bird Excluding Shroud to, peasantmounted.,vic QT924',111 Quartz Emergency - Timed Delay JB Balanced 1 -box with offset knock -out Fo,rcn igld,way pehdaatmoanf T53-4011 11 Provision for an internal hot restrike standby, LFI Lamp factory installed circular 40vv'T6 fluorescent lamp. IRS` Instant Restrike T5ST401e1 Provision for an internal not restrike standby, TNI Trunnion Mount timed delay, circular 40w T5 fluorescent lamp. WG Wire Guard can ba rtetdmsnvi d. T5S-5511" Provision for an internal hot restrike standby, circular 55va TS/HO fluorescent lamp. F eraencv4 mea 4 1.160 -DL" Iota 1 -160 -DL Emergency Battery Pack (6PIFWR with 765iST-55omy) T5ST-551` 41 Provision for an internal hot restrike standby, B4CF21' Bodine B4CF2 Emergency Battery Pack joP1EfrRiv:hT.S'Sr40anr,;i timed delay, circular 55w T5/HO fluorescent lamp. POLY, Polycarbonate Downright Lens NPte.l TP Spanner Head Tamper Resistant Screws 1. The GP7 sterile d in Concrete Gre} tim8h only. 2. Luminaire accepts either 60w or 65w Compact Fluorescent. 3. Electronic Fluorescent and CMHE ba Iasis accept 1201/ fbreugh 277V input. 131,Y11411 N1101 Z specify "UNA1 for Voltage. 4. Not available in GPI EMR or GPIECR . Nor available with QS, CST, 0924, QT924, T55-40, T5ST40, 75S-55, or T55F55 apauml. ----- - ---- 5, DC 8cf enol Base, 100 watt quatlzrrsxirnum. MD only. Piot ovairable ivith T5S"40, T55T40, T5535 cr T5ST-55, provides adait onai area iflu,mne.tion and masks uptight, v Not Available 'In DR optan Not evairabfe m 60CM°E or 9_CilfPE. 1 8. Fblycarame?a lenses carry a I year warranty only. 1 '. Luminaires are out available with nier� ;hat] 1 0l the tOtk)wlng I 1 Y -' 0S QST 0924. QT924 T5S 4 5 7-40 - - F. - 0A ors. D, T S ,ToS 5-. 75STo5. , 75.25"Sq t4,28— s%a I r„1P' 1 1" t0. fteq.,ires T5S 55 nr T55T-55, and 1 -100 -DL options. 11. Require: r55 40 or 75ST50, and E4CF2 options, r 12. Available m HID 175 watt ono below with magnetic ballasts, 720V or 217V input pithy Emergency battery packs must its included on the facfary order and supplied 84CF2 irmkido by Gardco, I -160 -pt. and opikrs a 7.•1 length flaxlble ccnduif factor} wired from the battery pack to the GPI tuminarre. 3atlery pacAs rrrust be ruilahly mounted to cfmcrure, GP iEh9R and GPIECR lumina,,., bozr UI_ or CUL (vrhare aponcabiel Damp f.ncanca labels only 13. FIPS only, Not available in GPI EMR ur GPI ECR Contact lactory prior to ordering. hi, 200 inrouge 277V, 50hz to 60hz ,ILL Available r, C1dmE ryoes only. 15 Ava'labre in 120V or POO -277V on y The upper canopy is finished with polyester powdercoat. I he opaque housing section t6.60CMFEend 9CCMPEavoilable Pink OSTand OT924 Opfans. U Net Averrabrc in 60CIVIFE and 90CMPE is finished with acrylic lacquer. Concrete Grey finish is standard. Philips Gardco 1611 Clovis Barker Road San Marcos,TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 wwve.shelighting.corn ©Copyright 2009 Philips Group. All Hight, Arra ved. kiternal,a 0 Copynght Secured. PhIrine Carrico r ... r c the right to clang=, materials or modify the design of Its product without notification as part of the company's continuing product in r revement program, rr,r;.ta;-oo 23 LEONARD ST NY NY 10013 212 343 8400 V 212 343 8740 F ZEM `r M �, %7ARAGC LIUM IING VC i LUMINAIRE i GENERAL: The Gardco GP1 is a high performance garage luminaire Fluorescent luminaires feature high power factor electronic ballasts utilizing medium base HID lamps to 206w and 60w or 85w compact standard. Belfast accepts 60w and 85w compact fluorescent lamps. fluorescent lamps. Units are totally sealed and suitable for damp and EMERGENCY LUMINAIRES: All emergency luminaires feature an wet locations. indicator light visible through the lens and a test switch accessible through QUiCK MOUNT PLATE: A die formed 14 ga. galvanized steel plate the door assembly. All emergency luminaires are factory wired from the is supplied for mounting to a recessed, surface, or rigid pendant hung battery pack to the luminaire using a 24"length flexible conduit. Emergency 4"110.16 cm j -box (standard 1 -box and rigid pendant by others). An luminaires are 100°'0 factory tested in emergency mode. Battery packs integral hanger tab on the plate supports the luminaire during wiring. must be suitably mounted to structure. Emergency battery packs must be UPPER ELECTRICAL CANOPY: The die cast aluminum canopy houses included on the factory luminaire order and supplied by Gardco. the ballast and wiring splices. After wiring, the canopy swings up and attaches GPI EMR LUMINAIRES: Require the I.160 -DL. and 15S-55 or T5ST-55 securely to the Quick Mount Plate. options. In the event of a power interruption, the 1 -160 -DL will power one HOUSING: The housing consists of a one piece acrylic housing with (1) 55w T5/HO circular fluorescent lamp for 90 minutes providing 2,700 prismatic uptight window and opaque lower side section. The housing is lumens initial emergency mode light output. fully gasketed to the upper canopy. GPI ECR LUMINAIRES: Require the B4CF2 and the T5S-40 or T5ST= DOWNLIGHT REFLECTOR: Semi-specuiar metallized alurnmum facets 40 options- in the event of a power interruption, the B4CF2 will power are precisely positioned to provide highly effiolent Type i R (rectangular) one (1) 40w T5 circular fluorescent lamp for 90 minutes providing 1,000 lighting distributions and cutoff of source brightness at normal viewing omens initial emergency mode light output. angles. FINISH: The upper canopy is finished with polyester powdercoat. The UPLIGHT REFLECTOR: The hydroformed and anodized aluminum opaque housing section is finished with acrylic lacquer. Concrete Grey ti on th ceilin and vertical surfaces. finish is standard. reflectorgenerates illumina on a g DOWNLIGHT LENS: An injection molded UV resistant acrylic lens LABELS: All GPI luminaires bear UL or CUL (where applicable) Wet is retained with captive fasteners, The lens hinges down for mkiniping. Location labels. All GPI EMR and GPI ECR luminaires bear UL or CUL Memory retentive silicone gasketing seals the lens to the housing. (where applicable) Damp Location labels. ELECTRICAL: High power factor magnetic HID ballasts are separate WARRANTY: Gardco luminaires feature a 5 year limited warranty. See component type. Luminaires supplied with electronic metal halide ballasts Warranty Information on www.siteligb.ting.com for complete details and will operate Ceramic Metal Halide lamps only. For luminaires provided exclusions. Polycarbonate lenses carry a 1 year warranty only. with COSMOPolisT"', each high power factor ballast is electronic, designed FULL FF PERFORMANCE: Fut1 eotoll woovancemeans 2 aInrairs distnbutlon a:here specifically for the CosmoPolls high performance ceramic metal halide zeroeaedelaml,,aasay cepwsat an oglaor 9o'alc,e nadir.Addulonary. me candela pe, 1000 la,nPi m n l electronic sytem. All HID ballasts are capableofprovidingreliable lamp starting doe,netnumeric4yd,reed100nopercent) atoortalaneteolIn, aCnvenaair,Tn,oapPl:oaI!atee! down 40 -20°F/ -29°C. Component -to -component wiring within the luminaire angles acorn the Iuminaua. a CUTOFF P E R FO R MANCE: Cu!olI , exceed 25 mems a !umnoiie andleuat o Bac the ca brae witl carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 301 °F/150'G or hi lar. Plu disconnects are listed b UL for e` tceo P lumens .ries of nem>ri.al!y exceed v ;zs r normo at a an3e at or 3� -e 9e above g g y nada, and ici (10 ou,ecm+ at a uu,tiral an3!e m an',nove �adi,.1'i<aPr' las 10 au lams! angloc aruuna use at 600 VAC, 15A or higher, ifla luminaire, I Flush or surface rrrounSny is easily 1 The 'TM"trunnion mounting opDon •s designed ',1 I to moue? to a concrete celooc with a die accomplished with a galvanized steef quick ;armed, anodized alurmnum trunnion ereckot It"�'6'='• mount plate (standard] -box by others). I I � assembly. The assembly pounds (6) one inch L— __� incremenfat mourGrtg height adjustments. A 11/2"IPS wealherprool die cast aluminum hub j For rigid pendant mounting to conduit (by is located on the lop pan for field attachment of others), the Gardco Ouick Mount plate is (Laid or fiexrble caaduit (by others} directly attached to a standar/ T' j -box, as in surface ceiling mounted applications. 7iie DH IDownfight Only Reflector) option _ provides an additional spun aluminum lower reflector which 'mill significantly -"r -- 1 An off -se f, self -levering jbalances the increase pavement illumination and mask Iurninaire in those cases where. the pendant pp any undesired uplight. Provides additional - ! mount is free stringing.(Swivelcefiing canopy 9 area illumination and masks u fi7t. HID en d enriantb others.) For this o tionser-ifin .t pg� I p y p F luminaires or;lz Not available with TSS- .._._._._._._ ............._.J JB when ordering. 40, 7657=40,155-55 or TJS F55. ewag GPI EMR requires f 5SIST-55 Practical opterrs include a bird ezcfuding wt. s.76 lbs and the I -116019L options. =brood ,which ,prevents nesting and 1160 -DL - 4'43 erg All emergency furrarreires perching, reducing dirt and rnainfenance. are factory wired from the A 12"130.48cm minimum pendant length ^s• (') If e •"' required. -- I s.o' bafiery pack to th luminaire using a 24" length flexible conduit h4poaling of battery ---- ,:. pack to appropriate structure , The 7-5S options include provisions for an ,Mounting Center is required. s A-CY t��y internal hot restrike standby, circular 40w s� ra t _ TS or 55w TS:H0 fluorescent lamp. Lamp .. ... GPI ECR requires T5S%SF40 and the ;gg„ a m>' B4CF2 options. All emsrgency!uminaires r`a`at,x not included standard but is available, ... ; L_ e�-g. tfi Not available .lith T5 lamo installed, _ wt. 3 Ihs are (actery u:',red from the battery pack to b GPI EN1R and GPiECR luminaires as" r E34CF2 5 3,19 the tur nitave rating a 24' length flexible °'`y: rovide srner�enc Iulrninafien of the T.5 vn ..t p J" yr conduit. Mounfing of pack to r- '`'- --' ---- f battery e.: circular lamp. L_.... _ _y,g.__ _ appropriate structure is required _ ___ _. _ .. _ __.._. __ Philips Gardco 1611 Clovis Harker Road San Marcos, TX 78666 (800) 227-0758 (512) 753-1000 FAX: (512) 753-7855 www.siteltghting.com CJ C'eoyrigr,i 2009 Philips Groua, AC rtignts reserved. International Copyri{)ht Serurad. PhiGP. Gard,,-, ;e.,e�. the right to cilange mnterials or modify the design of its rr", on wn It notiflcat!on as part of the company s continuing product improvement program. ray tbr2n tog 23 LEONARD ST NY NY 10013 212 343 8400 V 21 2 343 8740 F 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE A FULL CUT-OFF SPILLOVEROF ! ONTO PUBLIC ROADS PROPERTY OR ZONING SHALL NOT t !FOOT CANDLE. BLISS - FASMAN LIGHTING DESIGN 23 LEONARD ST NEW "CORK NEW YORK 10013 212 343 8400 PROJECT. S T O N EF EL D BUILDING C I —IV FINAL SITE PLAN ALBEMARLE COUNTY, VIC1IIA TITLE: L163HTING FIXTURE DETAILS FILE NAME DISCIPLINE. SCALE. DATE: 802644C_ FOR. d v✓g v: `� / 2% % % ] 'I SET REV. NO. DRAWING NUMBER: C- 30 SHIEST NUMBER. 32,2 of 35 N NOTE: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. SEE SHEET LS -3 FOR PLANT SCHEDULE 0� (017 01 D 10' 20 40' 80, SCALE: I" = 20' MAHAN R A$$001ATE$ INC. Landscape Architects The Otieff Oilver Building 800 Wyman Park Drive Quite 100 Baltimore, kAD 21211 U$A Tel. 410.236.6001 DESIGNED BY: PROJECT: STONEFIELO TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. No. DRAWN BY: DRAWING NUMBER: LZ5 TITLE: LANDSCAPE PAN L DIHR BY. SHEET NUMBER: 33 of 35 WWA NUMBER: 1 208026.45 FILE NAVE: ILS—l.dWg DISCIPLINE: SCALE: TE: H: 1 "= 20'-0"11 V: 091221 SHEET REVISION BY DA7E NO. SHEET REVISION BY DATE 0 A aw0b SIGN, SI SIGNAG 74 POK MATCHLINE SEE SHEET LS -1 No. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE TREES AND MEDIAN PLANTING ALONG STONEFIELD BLVD. SUBMITTED UNDER STONEFIELD BLVD, ROAD PLAN 06/16/11 NOTE: 1. ALL SITE PLANTINGS OF TREES AND SHiRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 2. SEE SHEET LS -3 FOR PLANT SCHEDULE 0 10' 20' 40' 80, SCALE: 1" 20' NWUNRYI(ML DESIGNED BY. PROJECT: STONEFIELD A$$0dIATE$ INO: DRAWN BY. TOWN CENTER — FINAL SITE PLAN Landscape Architects ALBEMARLE COUNTY, VIRGINIA The Otieff Oilver BuildingTITLE: DIHR 13Y. 800 Wyman Park Drive LANDSCAPE PLAN quite 100 Baltimore, MD 21211 USA WWA NUMBER. FILE NAME: DISCIPLINE: SCALE: DATE: Tel. 410,236.6001 LS-2.dwg H: 1 201-0f' 208026.45 11 1 V.- 091261 SET REV. NO. DRAWING NUMBER: LS - SHEET NUMBER: 34of35 04A i Shade Tree Plantin Scale: =11IIIIIIIIIIIIJUM STAKE LIMIT OF TREE PIT LIMIT OF TREE CANOPY/ MULCH ROOTBALL E PLAN FOR ADJACENT 6ONDITIONS. r CENTRAL LEADER. NITH 1/8 OR 2" MAX. ABOVE FINISH GRADE. :VER TO BE PLACED RUNK. REES CUT & REMOVE TOP 1/3 OF BURLAP ASKET FROM ROOTBALL. MULCH RING TO LIMIT OF CANOPY OR 2' MIN. DIA., WHICH EVER IS GREATER. SHOVEL -CUT EDGE PLANTING SOIL MIX WHEN PLANTING IN LAWN, SEED / SOD TO LIMIT OF MULCH RING FINISH GRADE ADJACENT PLANTING; REF. PLAN FOR MATERIALS. SCARIFY SIDES AND BOTTOM OF PLANT PIT TO 1" DEPTH. HAND TAMPED SOIL TO STEADY ROOT BALL UNDISTURBED SOIL K Multi -Stem Tree Plantin Scale: KEY QTY. SCIENTIFIC NAME/ COMMONNAME SHADE TREES MIN. CAL. HT. CON. NOTES AREA PER TOTAL AREA TREE IN S.F. IN S.F. AR 34 Acer rubrum'Autumn Flame'/ 2 1/2" 6'- 8' HT. B&B Strong Centeral Leader, 452 15,368 AG 22 Autumn Flame Red Maple 8' HIT. B&B Clear Trun to 6' Ht. 130 2,860 GT 7 Gleditsia triacanthos var. inermis 'Skyline'/ 2 1/2" k 0\ B&B Strong Centeral Leader, 481 3,367 PL Thronless Honeylocust Prunus laurocerasus 'Otto Luyken'/ #7 Clear Trun to 6' Ht. 24" Sprd. PA 16 Platanus acerifolia 'Bloodgood"/ 3 1/2" B&B Strong Centeral Leader, 479 7,185 5' HT. Bloodgood London Plane Tree Space 18" O.C. Clear Trun to 6' Ht. QP 13 Quercus phellos'QPSTA'/ 2 1/2" Penniseturn orientale'Karley Rose'/ B&B Strong Centeral Leader, 419 5,447 Hightower Willow Oak I Clear Trun to 6' Ht. ORNAMENTAL TREES EVERGREEN TREES 10 18 Ilex opaca U) 6'- 8' HT. B&B Centeral Leader 56 1,008 AG 22 Amelanchier grandiflora'Auturrnn Brilliance'/ 8' HIT. B&B Multi Stem, 3-5 Trunks 130 2,860 #5 B&B Autumn Brilliance Serviceberry k 0\ Manhatten Euonymus I EVERGREEN TREES 10 18 Ilex opaca U) 6'- 8' HT. B&B Centeral Leader 56 1,008 Compact Winged Euonymus American Holly Space 48" O.C. EK Sheared Euonymus kiautschovicus 'Main hatten' SHRUBS TOTAL TREE CANOPY 35,235 S.F. COVERAGE, THIS SHEET EA 66 r( Euonymus alatus'Compacta'/ U) #5 B&B 30" Ht. Q () %o Compact Winged Euonymus Space 48" O.C. EK 183 , Euonymus kiautschovicus 'Main hatten' #5 B&B 30" Ht. k 0\ Manhatten Euonymus I PL 36 Prunus laurocerasus 'Otto Luyken'/ #7 B&B 24" Sprd. Otto Luyken Cherry Laurel Matched TO 1 44 E Thuja occidentalis 'Techy'/ 5' HT. B&B Space 18" O.C. Techny Arborvitae GROUNDCOVERS + PERENNIALS + ORNAMENTAL GRASSES HEH 27 Hedra Helix I U) :ES, CUT AND SP4 Vine Staked, Q ALL English Ivy Space 48" O.C. JC0 708 Juniperus conferta/ #3 Cont. 18" Sprd. Juniper LIR 3395 Lihope muscari'Big Blue'/ #1 Cont. Space 18" O.C. Big Blue Liriope LSB 150 Leucanthemum superbum'Be;cky'/ #1 Cont. Space 18" O.C. Shasta Daisy POK 403 Penniseturn orientale'Karley Rose'/ #1 Cont. Space 24" O.C. Karley Rose Fountain Grass I NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. ZAL LEADER -LAG, ONE PER WIRE URN -BUCKLE (3 REQ'D) /8 OR 2" MAX. OF OVE FINISHED GRADE ECIFIED 3" MIN, DEPTH MULCH EDGE L, SEE SPECS. )SUBBASE U) :ES, CUT AND W _AP FROM TOP Q ALL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. reen Tree Planting Ali ri pyll SHEET REVISION BY DATE NO. 13Y DATE SHEET REVISION SET TREE W1 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 2 I MAI ki 1 D3 tef" a N a I F, , a -01111 W, Am = TOTAL TREE COVERAGE: AREA INCLUDED IN DEVELOPMENT: 5.95 AC. PERCENT OF TREE COVER REQUIRED: 10 PERCENT (.10 x 5.95) = 0.59 AC. OR 25,918 S.F. PROPOSED TREE CANOPY: (SEE PLANT SCHEDULE, THIS SHEET) 35,235 S.F. PARIKING LOT LANDSCAPING: IMPERVIOUS AREA (ROADS & PARKING AREAS): 4.29 AC. INTERIOR LANDSCAPE REQUIRED: 5 PERCENT (.05 x 4.29) =.21 AC. OR 9,148 S,F. SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES 252 ON - SITE PARKING SPACES/ 10 = 26 SHADE TREES 31 ACER RUBRUM x 452 SF. = 14,012 S.F. INTERIOR LANDSCAPE PROVIDED: 14,012 S.F. SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS 1 . STAKE OUT PLANT/BED LOCATIO11S. 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE -EMERGENT HERB)CIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. 6. INSTALL FERTILIZER TABLETS IIN EACH PLANT PIT. 7. PLACE BACKFILL. 8. WATER EACH INDIVIDUAL PLANIT THOROUGHLY. 9. PLACE MULCH OVER ENTIRE PLANT BED. 10. WATER, E Landscape Architects The $tieff Silver Building 800 Wyman 'Park Drive Quite 100 Baltimore, MD 21211 USA Tel. 4,10.236.6001 FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEP?III ALIGN LIMIT OF MULCH WITH PLAN CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) I FINISH GRADE, CONDITION VARIES SEE PLAN REMOVE' OF BURLAP FROM TOP OF 3 ROOTBALL PLANTING SOIL MIX AS SPECIFIED TAMPED SOIL UNDER ROOTBALL TO 'NIREVENT SETTLING TILLED SOIL DESIGNED BY: PROJECT: STONEFIELD SET REV. NO, DRAWN By: TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA -34. 1 D(jf V8tF NUMBER: DIHR BY. T/ TL E: LANDSCAPE DETAILS LS -3 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 20B026.45 LS-3.dWg "y: 09122111, rA ,, - 1­,� ...... ...... .... . . .... .. 41_v, 6'1,1, L MAHANRYKML A$OCIATE$ INC. Landscape Architects The to if $fiver Building 800 Wyman Park Drive $uite 100 Baltimore, MD 21211 U$A Tel. 410.236.60 01 DESIGNED BY, PROJECT, STONEFIELD TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. DRAWN BY, DRAWING NUMBER: LS -+ SCHEDULE KEY BOTANICAUCOMMON NAME AY HADE T S SIZE ROOT COMMENTS PL Pru urocerasus'Ofto LuyKen/ Ht" 30 B&B B&B 30" Ht tto Luyken Cherry Laurel G DCOVERS + PERENNIALS + ORNAMENTAL GRASSES LIR Lidope muscari'Big Blue'/ #1 Cont, Space 18' O'C' MAHANRYKML A$OCIATE$ INC. Landscape Architects The to if $fiver Building 800 Wyman Park Drive $uite 100 Baltimore, MD 21211 U$A Tel. 410.236.60 01 DESIGNED BY, PROJECT, STONEFIELD TOWN CENTER - FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. NO. DRAWN BY, DRAWING NUMBER: LS -+ TITLE: Al�-D �LML 'LK--VA\L_S t 11 1 -it A _SHEET DIHR BY. HFW NUMBE Of 27 W NUMBER: 208026�45 FILE NAME: LS -1 ARB SUBUISSION,d DISCIPLINE: 9 SCALE. DATE: H: 1 "= 30'-0" 512 7/ 11 V.. / NO. SHEET REVISION 13Y DATE SHEET REVISION BY DATE