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HomeMy WebLinkAboutSDP201400070 Plan - Approved 2015-07-15a v U C4 ui 0 i c v a cn 'v 0 N i a� 0 r c 3 F� a, W N i El SHEET N0. DRAPING N0. TITLE 1 OF 33 C -1 COVER SHEET 2 OF 33 C -2 PROFFERS 3 OF 33 C -3 GENERAL NOTES, ABBREVIATIONS & LEGEND 4 OF 33 C -4 GENERAL NOTES 5 OF 33 C -5 GENERAL EARTHWORK NOTES 6 OF 33 C -6 EXISTING CONDITIONS & DEMOLITION PLAN 7 OF 33 C -7 KEY PLAN AND ROAD SECTIONS 8 OF 33 C -8 SITE LAYOUT PLAN 9 OF 33 C -9 SITE LAYOUT PLAN 10 OF 33 C -10 GRADING AND DRAINAGE PLAN 11 OF 33 C -11 GRADING AND DRAINAGE PLAN 12 OF 33 C -12 WATER & SANITARY SEWER LAYOUT PLAN 13 OF 33 C -13 WATER & SANITARY SEWER LAYOUT PLAN 14 OF 33 C -14 STORM SEWER PROFILES 15 OF 33 C -15 STORM SEWER PROFILES 16 OF 33 C -16 SANITARY SEWER PROFILES 17 OF 33 C -17 WATERLINE PROFILES 18 OF 33 C -18 STORM DRAINAGE AREA MAP 19 OF 33 C -19 STORM DRAIN CALCULATIONS 20 OF 33 C -20 BMP ANALYSIS AREA MAP 21 OF 33 C -21 STORMWATER MANAGEMENT CALCULATIONS AND DETAILS 22 OF 33 C -22 DETAILS 23 OF 33 C -23 DETAILS 24 OF 33 C -24 PHASE I EROSION AND SEDIMENT CONTROL PLAN 25 OF 33 C -25 PHASE II EROSION AND SEDIMENT CONTROL PLAN 26 OF 33 C -26 PHASE II EROSION AND SEDIMENT CONTROL PLAN 27 OF 33 C -27 EROSION AND SEDIMENT CONTROL NARRATIVE & DETAILS 28 OF 33 C -28 EROSION AND SEDIMENT CONTROL DETAILS 29 OF 33 C -29 LANDSCAPE PLAN 30 OF 33 C -30 LANDSCAPE PLAN 31 OF 33 C -31 LANDSCAPE DETAILS 32 OF 33 C -32 DETAILS 33 OF 33 C -33 DETAILS 34 OF 33 SE -1 SITE LIGHTING PLAN STONEFIELD BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SEE VSMP PLAN FOR SHEETS 20 -21 SEE VSMP PLAN FOR SHEETS 24 -28 NOTES: 1. COORDINATE PLANS WITH ALBEMARLE PLACE EAAP, LLC RELATED PROJECTS: • ALBEMARLE PLACE /EROSION AND SEDIMENT CONTROL PLAN AMENDMENT NO.3 (WP02009- 00074) • ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN AMENDMENT NO.4 (WP02010- 00023) 2. THE STONEFIELD DEVELOPMENT WAS FORMERLY KNOWN AS ALBEMARLE PLACE. 3. THE PURPOSE OF THESE PLANS IS TO SHOW THE BUILDING DEVELOPMENT PLAN FOR TOWNHOMES IN THE D2 BLOCK OF STONEFIELD. 4. THE ALLEYS SHOWN ON THESE PLANS ARE PRIVATE AND MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 5. MAINTAIN ACCESS TO EXISTING DEVELOPMENT ROADS AT ALL TIMES. WHEN CROSSING ROADWAY IS REQUIRED, INSTALL PROTECTIVE CONSTRUCTION MATTING AND WARNING SIGNS. PROVIDE FLAG MEN AND ANY OTHER TRAFFIC CONTROLS, INCLUDING TEMPORARY LANES AS REQUIRED TO MAINTAIN ACCESS. 6. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT. 7. COORDINATE FINAL SITE PLAN AND VSMP PLAN. ZMA # 2001 -0007 ZMA # 2008 -0003 ZMA # 2011 -004 ZMA # 2011 -007 SDP # 20 1 1 -000 1 9 ZMA # 2013 -00009 SDP # 2014 -00070 VICINITY MAP SCALE: 1 " =2000' ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT 4/17/15 PLANNING /ZONING ENGINEER ;' '11�YL 246,190 SQ FT INSPECTIONS 2 ARB RU DEPARTMENT OF FIRE & RESCUE War. AIL_ (1.91 AC.) ALBERMARLE COUNTY SERVICE AUTHORITY 1/S VIRGINIA DEPARTMENT OF TRANSPORTATION �r HEALTH DEPARTMENT ADDRESSED COUNTY COMMENTS RU 6/5,/15 66,900 SQ FT (1.54 AC.) 27.1% rte, 4 SIGNATURE SET RU 6/22/15 IMPERVIOUS AREA 177,400 SQ FT (4.07 AC.) 72.1% v RB T I RECREATIONAL AREA (TOT LOT) 859 SQ FT (0.02 AC.) 0.35% RECREATIONAL AREA (PASSIVE) 9,321 SQ FT (0.21 AC.) I 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. NOTES: 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. DRAWING NUMBER: o,,G- CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. PLANNERS 4) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. DiHR BY: ASSOCIATES DMJ sI�NAL NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE DATE: Phone: 434.316.6050 Phone_ 414.9843700 �,„w, — as„>c;ale,.net 214075.02 407502_CS.dwg CIVIL NIA 11114114 1 Of 33 V. NIA Ell d. VICINITY MAP SCALE: 1 " =2000' ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT 4/17/15 PLANNING /ZONING ENGINEER ;' '11�YL 246,190 SQ FT INSPECTIONS 2 ARB RU DEPARTMENT OF FIRE & RESCUE War. AIL_ (1.91 AC.) ALBERMARLE COUNTY SERVICE AUTHORITY 1/S VIRGINIA DEPARTMENT OF TRANSPORTATION �r HEALTH DEPARTMENT ADDRESSED COUNTY COMMENTS 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 TOTAL BLOCKS D2 PROJECT AREA 246,190 SQ FT TH OF 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 (1.91 AC.) 33.8% #46 -104 (2 ROADS /PARKING �r 3 ADDRESSED COUNTY COMMENTS RU 6/5,/15 66,900 SQ FT (1.54 AC.) 27.1% rte, 4 SIGNATURE SET RU 6/22/15 IMPERVIOUS AREA 177,400 SQ FT (4.07 AC.) 72.1% v RB T I RECREATIONAL AREA (TOT LOT) 859 SQ FT (0.02 AC.) 0.35% RECREATIONAL AREA (PASSIVE) 9,321 SQ FT (0.21 AC.) I 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. NOTES: 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. DRAWING NUMBER: o,,G- CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. PLANNERS 4) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. DiHR BY: ASSOCIATES DMJ sI�NAL NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE SITE DATA DEVELOPER /APPLICANT: ALBEMARLE PLACE EAAP, LLC, C/O EDENS, INC. 7200 WISCONSIN AVENUE SUITE 400 BETHESDA, MD 20814 (803) 760 -9687 ATTN: STEVE TEETS EMAIL: STEETSOEDENS.COM ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITE®WWASSOCIATES.NET SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO ALBEMARLE REALTY (E&A), LLC, BY THAT CERTAIN DEED DULY ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN D.B. 4135, PG. 384, DB 4135 PG. 215 (PLAT) AND IS INDICATED AS TAX MAP PARCEL TMP 61W-3-23. SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC DATED: AUGUST 28, 2014 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: OCTOBER 16, 2014 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON —WATER SUPPLY WATERSHED) TAX MAP /PARCEL: TM 61 W, PARCEL 3 -23 ZONING: NMD (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR EXISTING USE: VACANT PROPOSED USE: RESIDENTIAL TRASH: INDIVIDUAL TRASH CONTAINERS YARD REQUIREMENTS: -rHFRE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. BUILDING HEIGHTS: BUILDINGS IN BLOCK D2 SHALL RANGE IN HEIGHT FROM ONE TO FIVE STORIES TALL. BUILDINGS LESS THAN TWO STORIES IN HEIGHT WITHIN THE BLOCK GROUP SHALL BE RESTRICTED TO INCLUDE ONLY THOSE DEVOTED TO RESTAURANTS, OUTDOOR CAFE'S AND RETAIL KIOSKS IN GENERAL CONFORMITY WITH THE APPLICATION PLAN. BUILDING UNITS: 104 TOWNHOMES LAND USE SCHEDULE: PROPOSED REQUIRED PARKING: 104 TOWNHOME UNITS x 2 = 208 SPACES BLOCK D2 PARCEL 239,017 SQ FT (5.487 AC.) TOTAL BLOCKS D2 PROJECT AREA 246,190 SQ FT (5.65 AC.) 100% BUILDINGS (FOOTPRINT) 83,253 SQ FT (1.91 AC.) 33.8% #46 -104 (2 ROADS /PARKING 58,112 SQ FT (1.33 AC.) 23.6% GREEN SPACE (WITHIN PARCEL) 66,900 SQ FT (1.54 AC.) 27.1% CIVIC SPACE (WITHIN PARCEL) 27,129 SQ FT (0.62 AC.) 11.0% TOTAL PARKING PROVIDED 208 IMPERVIOUS AREA 177,400 SQ FT (4.07 AC.) 72.1% PROJECT. RECREATIONAL AREA (TOT LOT) 859 SQ FT (0.02 AC.) 0.35% RECREATIONAL AREA (PASSIVE) 9,321 SQ FT (0.21 AC.) 3.8% 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. NOTES: 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. DRAWING NUMBER: 3) CIVIC SPACE AND ROADS /PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. PLANNERS 4) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. REQUIRED PARKING: 104 TOWNHOME UNITS x 2 = 208 SPACES PROVIDED PARKING: BUILDING UNITS (GARAGES COUNT) #1 -40 (1 EACH) 1 x40 =40 #41 -43 (2 EACH) 20=6 #44 -45 (0 EACH) 0x2 =0 #46 -104 (2 EACH) 2x59 =118 TOTAL GARAGES 164 INTERNAL STREET PARKING 18 INGLEWOOD STREET PARKING 26 TOTAL PARKING PROVIDED 208 DESIGNE : PROJECT. STONEFIELD BLOCK D2 SET REV. N0. RU 4 ENGINEERS FINAL SITE PLAN DRAWN BY: SURVEYORS ra ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE. PLANNERS C -1 DiHR BY: ASSOCIATES DMJ COVER SHEET SHEET NUMBER: Po sox 4111) 3040 Ave—re square Pl. Lynchburg, VA 24502 Ch.rlouc ille. VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: Phone: 434.316.6050 Phone_ 414.9843700 �,„w, — as„>c;ale,.net 214075.02 407502_CS.dwg CIVIL NIA 11114114 1 Of 33 V. NIA • Ich 311: 10 1: 1 C3 Z C4 0 11) N 0 * �� C 10 a_, 4) -+_1 0 - 0 C rL X V__ C4 a 0 0 * V_ C4 ._*1 0) 0 0) 3 0 A-- C 3: 0__ I 0) C U) N 0 1* V_ C4 ..-� :2 � I - I'll , � :� ) i , i 0 " � ., I � ", 2/i , i �' '' '''" � ; I � , o I 0 P1 , �11,' () �� M!" '111 COT JNTY OF ALBEMARLE IW__ ____.___ Department ofConimunity I)eveloptuent 401 Mciath c Road, North Wing Charlottesville, Virginia 22902-4596 Fax (434) 972-4126 p1lolie (434) 296-5832 � MarGh 23,2012 Valerie Long 321 E. Main St., Suite 400 Charlottesville, Va 22902 RE: ZMA201100007 Albemarle Place/Stonefield Proffer Amendment TAX MAP, PARCELS: 061WO-03-00-019A0, 061WO-03-00-019BO (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, 061WO-03-00-02500 Dear Ms. Lcng� The Board of Supervisors approved the above referenced application on March 14, 2012 in accordance with the attached proffers dated March 13, 2012, Please refer to this document for any future applications and requests on this property, Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: compliance with applicable PROFFERS; : compliance with conditions of any applicable SPECIAL USE PERMIT; . approval of and compliance with applicable SITE PLANS and SUBDIVISIONS; and . approval of a ZONING COMPLIANCE CLEARANCE. If you have questions or , ,,mments regarding the above-noted action, please do not hesitate to contact Rebecca Ragsdale at 296-5832. Sincerely, - � V.'� �neilimberg - 0 - ing Director of Plann Pt cc: Albemarle P-11ace E:AAP, C Albemarle Place EAAP LLC C/O Tom Gallagher P 0 Box 528 7200 Wisconsin Ave. Columbia SC 29202 Bethesda, MD 20814 Albemarle Place/Stonefield PROFFER FORM Date: March 13, 2012 ZMA # 2011-00007 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-0190, 061WO-03-00-1)1980 (its it has been subdivided), 061 WO-03-00-02300, 061WO-03-00-02400, and 61WO-03-00-02500 65,034 Acres zoned Neighborhood Model District (NMD) to he rezoned to Neighborhood Model District (NMD) Albetriurle Realty (F.&A), LLC, a South Carolina limited liability company is the owner oftwo parcels ofland that were subdivided froirt tax map parcel 06TWO-03-00-019BO, which parcels are shown as "Lot D2", containing 5.487acres,and "Lot DT', containing 1.010acres, each on a plat entitled "Plat ShowingSubdivision of Stonefield, Jack,fouett Magisterial District, Albernarle, County, Virginia" dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is ofrecord in the Clerk's Office ofthe Circuit Court of-Albernarle County, Virginia in Deed Book 4135, page 215 (the "Subdivision Plat"). The Havell at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided front tax map parcel 061 WO-01-00-019130, which parcel is shown as "Lot ET' containing 7.638 acres, on the Subdivision Plat. For the purposes ofthese proffers, Albemarle Place EAAP, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"). Albemarle Place FAAP, LLC, a Delaware limited liability company, is the fee simple owner (the "Owner") of (ax niap parcels 061 WO-03-00-019AO, 06 1 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03-00-02500, and the residual portions of tax map parcel 061WO-03-00-019BO that were not conveyed to either Albemarle Realty (E&A), LLC or The Haven at Stonefeld, LLC. For the purposes ofthese proffeis, Alliernarle Place EAAP, LI.C, arid Albemarle Realty (F&A), LI,Care collectively referred to herein as (the "Owner"). Tax niap parcels 061WO-03-00-019AO, 061WO-03-00-02300, 061WO-03-00-02400, 061 WO-03- 00-02500, arid 061WO-03-00-019BO (including the lots created there from pursuant to the Subdivision Plat) (collectively, the "Property"),are the Subject ofzoning mapamendment application number ZMA 2011-00007 originally submitted as "Alberriarle Place Proffer Amendment," which aptifleation narric has been renamed to "Storefield." Pursuant to Section 33.3 of the iMbeiriarle Courtly Zoning Ordinance, the Owner hereby voluntarily proffers the conditions listed in this proffer statement, which shall be applied to the Propettyif(I-terezoniil-.iskipprovedbyAtbeitiarteCuuii(y. These conditions are Proffered us part ofthe rezoning arid it is acknowledged that the conditions are reasonable. The Albemarle Place/Stonefield project was originally al)PTOVed by the County Board or Surei visors on October 22, 2003 as ZMA 2001-007, along with proffers from the prior owner dated October 22, 2003, arid a Code of De-velopirient prepared by The Cox Company dated Original Proffer: Arriendivent: X October 15, 2003 (with Exhibit A to the Code of Development last revised July 8, 2010) (the "C.ode (IV Devtilopment"). The Code (if Develupment iucluded an application plan (the "Application Plan"). The improvements proposed for the Property are collectively referred to as � the "projert.11 The term "Owner" as referenced herein shall include within its meaning the owner of record arid succes�;oli, ill interest, 'rile term "Application Plan" refcN to Exhibit A. The terin"Code of Development" refers to Exhibit B. The proffers dated October 22, 2003 that were approved with ZMA 2001-007 were amended by proffers dated July 23, 201 0 that were approved with ZMA 2008-0003 by the County Board OfSLIpervisors on August 4, 2010, arid by proffers dated August 5, 2011 that were approved with ZMA 2011-0004 by the County Board of Supervisors on September 7, 201 1. These. proffers trinend and supersede the proffers accepted in conjunction with the approval ofZMA 2001-007, ZMA 2008-0003, arid ZMA 2011-0004, The headings of file proffersset Corth below have been prepared For convenience or reference only and shall not control or affect the rataning or be taken as an interpretation of any provisions of the proffers. I . Phasing of Improvements: The Owner shall phase development of the Project as follows: A. Phase 1: Phase I ofthe Project shall be composed of Blocks A, B, C and D as shown oil the Application Plan, and as shown in more detail oil Exhibit A-1 attached hereto ("Phase I"),and shall include street and utility improvements to serve [lie planned building improvements, contained within Phase 1. As part of Phase 1, the Owner shall design arid construct District Avenue (forinerly known as Albemarle Place Boulevard arid as Fourth Street/Cedar 1-fill Road) ("District Avenue") from Hydraulic Road to the. point where District Avenue connects with the new plaimed western entrance to the Sperry Marine facility in the location shown on the Application Plan, arid Lis shown in more detail on Exhibit A-1. 'this First phase of District Avenue shall include all supporting utility infrastructure oil such street, and shall be completed prior to issuance of a final certificate of occupancy for any buildings within Blocks A, B, C an(] D. Construction ofthe first philse of Oistrict Avonueshall be deemed complete when it is constructed in conformance with the plans approved by Albemarle County or by the Virginia Department of Transportation ("VDOT"), as applicable, arid in any event the County Engineer has approved it for VUhiCLIIar travel. No more than three hundred seventy thousand (370,000) square feet of commercial space and one hundred seventy (I 70) dwelling units may be constructed within the Project until the remainder of District Avenue is constructed to the new planned intersection with U.S. Route 29 as slil oil the Application Plan. Notwithstanding anything to the contrary contained in this Paragraph I A, the Owner shall be. permitted to utilize portions of (lie Phase 2 land (as , c os ve shown on Exhibit A-1) for the installation ol'irifirastructur t er the Phase I building intprovernents to be constructed in Blocks A, B, C and D. B. Phase 2: Phase 2 ofthe Project shall be composed offflocks E, F and G as shown oil the Application Plan arid as shown in more detail on Exhibit A-1 ("Phase 2"), and shall include street and u ., tility improvements to.serve the planned building improvements Contained within Phase 2. As part ofPhose 2, the Owner shall design and construct District Avenue from the Original Proffer: Amendment: X point where it connects with the new planned western entrance to the Sperry Marine facility north and east 1111 ough 3 locks E, F at id G to tl ie new plai ined intersection with I J.S. Route 2.9 as shown oil the Application Plan arid as shown in more detail oil Exhibit A-1. This second phase of District Avenue shall include rill supporting utility infrastructure on such street arid shall be completed prior to issuance ofa final certificate ofoccupaticy for any buildings within Blocks E', Fand G. Construction of the second phase of District Avenue shall be deemed complete when it is COUstrLICIM ill Coll [onn ance with (he plansapproved by � Albemarle County or by the VDOT, as applicable, arid in any event the County Engineer has approved it for vehiailar travel. Notwithstanding anything to the contrary contained in this Para I graph IB, the Owner shalt be permitted to LitiliZC portions ofilit Phase 2 ]arid (as shoWn oil �.xhibit A-1) for the installation ofinfrastructure to serve the Phase I building improvements to be constructed in Blocks A, B, C and D. Notwithstanding anything to tile contrary contained in (his paragraph I B or in paragraph I A above, final certificates of occupancy may be issued for buildings within Blocks A, B, C, D or E beyond the threshold levels contained in paragraph I A, provided that the Owner (i) has constructed at Icast a temporary read (at standards acceptable to the Director of Community Development) connecting the first phase ofDistrict Avenue to the new planned intersection with U.S. Route 29, or (d) can demonstrate during the site plan review process, through traffic analysis acceptable to the Director of Community Development and VDOT, that additional traffic from such buildings, when aggregated with the traffic generated by the uses for which certificates of occupancy have been issued for buildings in Phase 1, will not cause the Hydraulic, Road/l �,S. Route 29 intersection to fall below an acceptable level of service. All final site plans for the Project that include any portion of District Avenue shall include a note reserving the portion ofthe property comprising District Avenue for future dedication as a public road, and within sixty (60) days after written request for such dedication, the Owner shall dedicate the portion of the property comprising District Avenue for a public road. lfthe public right-of-way is not dedicated by subdivisionplat, the Owner sliall be responsible for the cost of a survey and preparing the deed to convey the public Light-of-way to the County. . C. Landscape improvements and associated strectscape improvetneruts (o,�ervo the planned building improvements contained within each block shall be reviewed at the time offinal site plan review for each block. The Project shall have a consistently designed and planted Aree(scape along Route 29 and Hydraulic Road. 2. Community Development Authority Participation: Upon request by the County, the Owner shall petition for arid consent to all tax map parcels used for nori-residential purposes participating in a Community Development Authority ("CDA") established pursuant to Section 15,2-5152, et seq. of the Code of Virginia C'Code") to be created for the purpose of implementing Route 29 regional transportation improvements, including but not limited to transportation improvements within the "Super Block" (the geographical area bounded by Route 29, Hydraulic Road, Commonwealth Drive, and Greenbrier Drive) and intersectional improvements associated therewith, 3. Cash Proffer for Route 29 Regional Transportation: '['lie Owner will make a cash contribution to the County for the MPO/29H250 Phase 2 Route 29 regional transportation study in the arnount of One Hundred Thousand Dollars ($1 00,000.00). Thecashcontribution Original Proffer Amendment: X shall be made by the Owner within thirty (30) days upon request by the County. This proffer has been satisfied. 4. Cash Proffer for City of Charlottesville Traffic Calruing Improvements: The Owner shall contribute Ten Thousand Dollars ($10,000,00) to the City of Chavlottesville for tile construction by the City oftraffic calming improvements oil Swanson Road, Cedar Hill Road and othor City streets irtersceting Hydraulic Road in the vicinity of Stonclicid. Tile cash contribution shall be made by the Owner within thirty (30) days upon request by the City, If the traffic calming improvements are not implemented by October 15, 2007, all rinexpended funds shall be refunded to the Owner. The City constructed ifit trarfix, Calinhig improvements, and requested the prior owner of the Property to pay the contribution on Novernber 9, 2005, but there tire no immediately available records that such contribution was ever received by the City. Upon evidence ofprior payment of'such funds that is sal.isfaLlory to the County, the reqairements of this Paragraph 4 shall be deemed satisfied. In tile event tile Owner has not produced such evidence to the County by March 31, 2010, the Owner shall co citribute the funds to the City within thirty (3 0) days of a written request from the City, provided that such request is made no sooner than April 1, 201 1. At the time such funds are delivered to [lie City, the Owner shall provide notice of such payment to the County. 5. Cash Proffer for Charlottesville Area Transit ("CAT") Commercial Corridor "Jitney Service": Upon the request of the County, the Owner shall contribute Twenty Thousand Dollars ($20,000.00) per annum or an amount equal to twenty percent (20%) of the annual operating and maintenance costs, whichevei is less, for a period not to exceed live years for operating and/or maintaining a dedicated "jilney bus" service to retail cDatialercial duvelopirrients, including Stonefield, along the Route 29 Corridor. if the CAT "jitney service" is not placed into operation by the date ofissuanec ofthe First occupancy pennit For a commercial building in Stonefield, then the Owner shall contribute Seven Thousand Dollars ($7,000.00) Per annum, for a period not to exceed five years, to CAT for costs associated with operating existing CAT bus route(s) that provide service to Stonefield, 6. Cash Proffer for Capital Improvements: 'File Owner shall contribute One Million Five Hundred Thousand Dollars ($1,500,000.00) (hereinafter referred to as the "Total Contribution") to the County for the put-pose of funding capital improvernents related to Stollefield. 'rile contribution shall be paid as follows: (a)'rhree Hundred and Seventy Five Thousand Dollars ($375,000.00) shall be contributed to the County within thirty (30) days after the first final site plan or subdivision plat containing residential dwelling units is approved for Stonefield; (b) all additional Three Hundred arid Seventy Five Thousand Dollars ($375,000.00) of the total contribution shall be contributed to the County prior to the issuance of a certificate of occupancy lot the first residential dwelling unit in Storefield, arid (c) the remaining ,Seven Hundred Fifty Thousand Dollars ($750,000.00) of the Total Contribution shall be paid on a pro rata basis of Three Thousand Dollars ($3,000.00) per residential dwelling unit at the time certificates of occupancy are issued for the first two hundred fifty (250) dwelling units. No additional contribution shall be required for the next two hundred fifty (250) dwelling units, Ori.,,irial Proffer Amendment: X If, five (J) years fioni the date of approval of thu First final site plan or subdivision plat for residential dwelling units, the Totat Contribution has not been fully paid, the balance of the Total Contribution shall be contributed to the County within thirty (30) (lays upon request by the County. If this fund has not been exhausted by the County for the stated purpose within five (5) years froirt the date the, last contribution is made, rill unexpended funds shall be refunded to tile Owner. in addition to the foregoing, after building permits have been issued for the first five hundred (500) dwelling unils within Stonefield, the Owner shall pay to tile County Three Thousand Dollars ($3,000,00) prior to the issuance of a building permit for each new residential dwelling unit thereafter. 7. Construction of Frontage improvements on Route 29 and Hydraulic Road: At its expense, the Owner shall plan, design, bond arid construct travel lane improvements 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 Stonefield. The subject frontage improvements tire depicted by l,"Aribit F, "Short Term Route 29 1'ransportation finprovements." The County may require these improvements to be completed as a P rerequisite to the issuance of any certificates of occupancy. The construction of the subject improvements shall be deemed complete when they are constructed in conformance with the plans approved by VDOT and opened to public use as approved by VDOT. S. Construction of Off-Site Improvements: Upon request by the County or as provided herein, the Owner shall plan, design, bond unit construct off-site transportation improvements in the County arid the City, as depicted on Fxhibit F, "Short Terna Route 29 Transportation Improvement,;". if (lie improvements are required to be constructed, the County 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 confin,mance with the plans approved by VDOT and opened to public use as approved by VDOT. A. Off-site Improvements in the County at the Northwest Quadrant of the Hydraulic Road/Route 29 Intersection. The engineering, plats arid construction documents for off-site improvements in the County shall be submitted with the first final , site plat) for Phase I of Stonefield. B. Off-site Improvements in the City at the Northeast Quadrant of the Hydraulic Road/Route 29 Intersection (numbered items 4 and It on Exhibit F). The Owner shall submit the engineering, plats and construction documents (the "Plans") for the, improvements in the City of Charlottesville to the City of Charlottesville by January I 1, 2012. The Owner shall diligtritly pursue approval ofthe Plans in the City, If the City does not approve the Plans by July 11, 2012, the Owner shall not be required by this proffer to con8fruct any iMpr0VeITlUa1S 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, Original Proffer . Amenchueni: X If the improvements are required to tic constructed, the Ownel shall complete construction ofthe improvements fbr which right ofway is available within twelve (12) Illonths after the issuance of the first certificate oC occupancy within Stonelicid. Construction shall be deemed complete when the improvements are constructed in conformance with thcrIlansapproved by VDOTand opened to public rise as approved by VDOT. This Paragraph S(B) iSSUhje0t to tile lerins ofIlaragraph 14, "S u lis ti tuted '['runs portati oil Improvements." 9. Reservation and Dedication of land for Regional Route 29 and Hydraulic Road Intersection Improvements: The Owner shall reserve for the future dedication to the Commonwealth of Virginia certain land on the Property in the County for certain short-term transportation improvements for the Route 29 arid Hydraulic Road intersection (tile ".Short- Terin Route 29/Hydraulic Road Improvements") as follows: (a) the land shown as "Parcel A 6,511 S.F." on the plat of Kirk Hughes and Associates dated March 3, 2009, last revised March 25, 2010, which plat is attached hereto as Exhibit 1-1; arid (b) ally portions of tile parcels shown as "Parcel One Future Right of Way 1,1 17 S.F.," "Parcel Two Future Right of Way 9,079 S.F .... .. Parcel Four Future Right of Way 1,660 S.F.," and "Ptircel Nve Future Right of Way 790 S.F.," on the Official Map adopted by the County on Decerubtr 2, 2009, a copy of which Official Map is attached hereto ,is Exhibit 1, that are required by VDOT for the Short-Terin Route 29/Hydral.11ic Road Improvements (collectively, the "Short-Teall Improvements Dedication Area"), provided, however, that the subdivision plats depicting the Short-Term Improvements Dedication Area are subject to final approval by tile County Department of Community Development arid that the Precise boundaries arid size of (hu Short-Term Improvements Dedication Area may be adjusted accordingly. The Owner shall dedicate the Short-Terra firiprovetrients Dedication Area to tile Commonwealth ofVirginia in fee simple by October 1, 2010, or within thirty (30) days after the County apprOVeS tile subdivision Plat necessary to dedicate the, Short-Term. Improvements Dedication Area, whichever is first to occur. Ili addition to the dedication of the Short-Term Improvements Dedication Area, the Owner shall dedicate and convey .411 necessary drainage und construction ca,�crnents for the Short-Term Route 29/Hydrautic Road Improvements. If the Short-Terrn Improvements Dedication Area is not dedicated and conveyed as part of a subdivision plat, the Owner shall pay all costs of surveying arid preparing legal documents in a form aeceptable to tile Office of the Aftoiney Genend necessary to dedicate arid convey the Short-Terni Improvements Dedication Area land. After dedication and until the subject regional transportation improvements are funded for construction, the Owner shall, at the request of the County, arid with the consent of the Commonwealth of Virginia, maintain file Shurl-Terra Improvements Dedication Area fund until requested by the County to no longer do so provided the Owner is granted the tight to the exclusive use ofthe land for landscaped opect space, a pocket park.. temporary parking, fencing, �ignagc, utilities or other purpose as way be approved with the final site plan for tile first phase of Stonefield. Upon being requested by the County to no longer maintairt the Orig�inal Proftel: Amendment: X lurid, (lie Ownershall cease all use of the land and reirlove all improveireirts established by the Owner that the County requests be removed. Ili the event that the adopted design for future public intersection improvements does not require the utilization of all of the Short-Term Improvements Dedication Areqi land, upon the Owner's request, the residual portion of the dedicated land shall be transferred to the Owner at no expense to the Owner. The decd(s) of dedication for the Short-Tcrill Improvements Dedication Area may provide for such conditions. . 10. Reservation and Dedication of Additional Land for Route 29 arid Ilydraulie Road Intersection Improvemenis: The Owner shall reserve for future dedication to the County, Subject to tile Conditions herein below, certain additional land on the Property for the right of way for future Hydraulic Road arid Route 29 related regional transportation improvements (the "Long-Terna Route 29/Hydraulic Road Improvenients") as follows: (a) the area shown as "Parcel A I 1,432 S.F." on Exhibit 11; arid (b) any portions of the parcels shown on Exhibit I that were not previously dedicated to the Commonwealth of Virginia for [tic Short-Terni Route 29/Hydfatiliu Road Improvements pursuant to the Paragraph 9 herein (collectively, tile "Long-Terin Improvements Dedication Area") provided, however, that the subdivision plats depicting the Long-Terin Improvements Dedication Area are ,,object to final approval by tile County Department of Community Development arid that the precise boundaries and size of the Long-Term Improvements Dedication Area inay be adjusted accordingly. The Owner shall dedicate the Long-Term, Improvements Dedication Area to the County within ninety (90) days after the County's request for such dedication, and such dedication shall include the dedication and conveyance of all necessary drainage arid construction easements for the Lorig-Term Route 29/Hydraulic Road Improvements. If the Long-Tcrin Improvements Dedication Area is not dedicated and conveyed as part ofa subdivision plat, the Owner shall pay all costs of surveying and preparing legal documents in a form acceptable to the County Attorney's Office necessary to dedicate and convey the Long-Term Improvements Dedication Area. Until the Long-Terin Improvements Dedication Area land is dedicated, the Owner shall maintain the land and shall retain the right to the exclusive use or the land for landscaped open space, a pocket park, temporary parking, fencing; utilities or other purposes as may be approved with the first final site plan for Phase I of Stonefield. The conditions on the subject reservation and dedication shall be as follows: (a) Ili the event that the adopted design for future public intersection inaproverrielits does not require the utilization of all of the Long-Terni Improvements Dedication Area land, upon request of the Owner the residual portion shall be released by the Cminty from the reservation or, if the ]arid has been dedicated, upon request of the Owner title shall be transferred back to, arid for the use of, the Owner at no expense to Owner. The decd(s) of dedication for the Long-Term Improvements Dedication Area may provide for ,,,rich conditions, - Original Proffer: Arricridnient: X (b) The design arid construction ofthe Long-Terin Route 29/Hydraulic Road Improvements shalt substantially maintain the access, function, arid continuity ofservice ofthe planned intersection orswallson Road (Extended) ,aid existing flydraulic Road into Stonefield at the location of the existing Swanson Road arid Hydraulic Road intersection; otherwise this, proffer becomes null arid void. 11. Signalization of Hydraulic Road and Route 29 Intersections: The Owner shall be respongible for Iraffic sign aliza Lion improvements as flollows: A. 'rile Owner at its expense shall engincer, bond, and construct traffic signali7ation improvements atthe intcr.�ection ofDistrict Avenue and Hydraulic Road. Thetraffic signalization improvements at this intersection shall be constructed when the County or VD01'request installation ofsueh, but in any event prior to the issuance ofa certificate of' occupancy for any building in Blocks A, B, ( � or D, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. B. Owner at its expense shall engineer, bond arid construct traffic signalization improvements tit the intersection of District Avenue and US. Route 29. Thetraffic signalization improvementsat (his intersection shall be constructed when the County or VDOT request installation ofsuch, but in any event prior to the issuance ofa certificate of occuparicy fiarany building in Blocks E, F or G, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT, provided that such signal is warranted by the traffic volumes or is otherwise approved by VDOT. 12. Commonwealth Drive Connection: Upon derriond ofthe County, but no earlier than the issuance ofa building permit for any building within Block F, the Owner shall reserve right- of-way along the northern edge of the parking lot in Block F ofthe Property for a future street connection to Commonwealth Drive tlaough (lie "Coradiat Property" (TM 6 1 W-3-18). The future connection will be a two lane facility. Upon the request ofthe County, the Owner shall engineer, bond and construct both the on- site arid (he oft'site portions of the connection to Commonwealth Drive on the "Conidial Property" provided that easements and acquisition of right-of-way as may be necessary for such construction for the connection through off-site properties for this improvement have been granted at no cost to the Owner, and the request for such connection through the off-site property is made by the County prior to October 15, 2020. I Jpon the reipiest of the Count),, the connection shall be completed by the Owner within twelve (12) months front the date of satisfaction of the conditions as set forth above. 13. Other "Super Block" Street Connections: The Owner shall reserve land arid grant construction arid permarient access easements or right ofway at no expense to tile County for the purposes of future construction (by others) of inter-parcel street connections within thc "Super Block" tit the following locations; Houston Street (formerly known as First Street) (to west to Commonwealth Drive), Blackbird Lane (forinerly known as Third Street) (to west to Commonwealth Drive), District Avenue (formerly known as Cedar Hill Road F.xtended) (in Block F north to "Couidial Property"), District Avenue (formerly known as Fol-uth Street) Original Profl'cr: Amendment: X (between Blocks F arid G north to "Coindial Property"), Swansort Road F,xtended (to north to "Sperry Pcoperty") arid at two additional locations into Sperry Pi opel ty, 'I lie location�, for edscillent ()I- right or way reservation and dedication are as gcneralty depicted oil Exhibit A arid labeled thereon as "Future Extension." However, the locations arid numbers of such inter-parcel street connections may be modified by the Owner upon a variatioi I granted by ill t Cool ity Ill ann irg D i rector. These, casement or right of way locations shall be identified, platted and dedicated at the request of the County in conjunction with subSt(ILlent site plan applications for Storiefield. . 14. Substituted Transportation Improvements. ' A. In lieu ofconstructing the intprovements referenceA in Paragraph 8(B) herein, which Paragraph 8(B) refers to certain off-site improvements in the City of Charlottesville at the northwest quadrant oFthe Hydraulic Road/Route 29 intersection, and also other improvements along the City side of Route 29 between Hydraulic Road and Greenbrier Drive, which intproverrients are collectively hereinafter referred to as the "Paragraph 8(B) ' Improvements", the Owner may elect, in its sole discretion, and oil the term,; and conditions contained in this Paragraph 14, to contribute cash to the City for certain transportation improvernerits in the City known as the "Rle. 29/250 Bypass Interchange Improvcl-ncnt Project" identified as VDOT arid City project number 0029-104-248 (tile "Substituted Improvements Project"), B. In the event the Owner elects to contribute cash toward the Substituted Improvements Project (the "Owner's Contribution") in lieu of constructing the Paragraph S(B) linpioverneriLs, (lie following terms shall apply: 1. The Owner shall notify the County's Director of Community Development (the "Director") in writing 0 F its election within sixty (60) days after the approval ofthe first final site plan for Phase I of Stolnefield (the "Notice"), The Owner shall also send a copy of tile Notice to the City Development Services Managerat the same time it is sent to the Director. 2. The submission of the Notice to the Director shall suspend the deadline for tile Owner to submit the Plans (as "Plans" is derined in Paragraph 8(B)) to the City, ifapplicable. . 3. The aniount of the Owner's Contribution to the Substituted Improvements Project , shall be subject to a written agreement between the Owner arid Gic City (the "City Agreement"). Within ten (10) days after full execution of the City Agreement, the Owner shall provide a copy ofthe City Agreement to the. Director. 4. Within six (6) months after the Notice is sent to the Director, or within sixty (60) days after execution offhe City Agreenlent, whichever is later to occur, the Owner shall contribute a portion ofthe Owner's Contribution to tile City it, tile amount ofolle Million Dollars ($1,000,000), less any amounts credited by the City arid VDOTlo the Owner for planiting and design work on the Paragraph 8(B) hinprovernents (the "Net Contribution"), Thc Net Contribution may be in the form ofcash or a letter oferedit issued by a hank approved by the Original Proffer Amendment: X City, or a combination thereof, The City Agreement shall set t1orth the terms ofand schedule for draw down of die Net Contribution. 5. Ili the event that the Substituted Improvements Project is terminated, or has not otherwise been completed (as described herein) within thirty-six (36) months after the City receives the Net Contribution (which thirty-six (36) month period may be extended by mutual agreement ofthe Charlottesville City Manager arid the Albemarle County Executive), ,aid upon [lie City's refunding of the Net Contribution to the Owner pursuant to the City Agreement, the Owner shall forward funds equal to Five HuodredThousand Dollars ($500,000) to the County for funding transportation improvements in the vicinitv ofthe t i.s� ' Route 29/Hydraulic Road intersection identified in the County's Capital Improvements Program, Ili the event such funds have not been expended by the Couilly for the stated purpose within let) (10) years prom the date the funds were contributed to the County, al I unexpended ficinds shall be refunded to (tie Owner. Construction ofthe Substituted Improvements Project shall be deemed complete when the improvements are secepted by the appropriate public entity orare bonded for the entity's acceptance. 6. Notwithstandingtheprovisions ofParagrapli 14(B)(5)hereiii, upon the City's receipt of tile Net C'ontribution, the Owner shall be relieved of any obligation to construct the Paragraph 8(B) Improvements. (Signature Pages Immediately Follow) WITNESS tile rOlIDWing SigHL11111-CS: 15-M 5..Dc 1589701C�SDOC Original Proffer: Amendment: X ALBEMARLE PLA( ' 'V VAAP, IAA a Delaware limited liability company - " B �:/ U�L 12 6 ,�, A- * ( Jodil W. McLean, President , ,� ALBEMARLE RE, ALTY (E&A), LLC, I a South Carolina limited liability compurly By: Edens Realty, Inc., a South Carolina corporation, its Sole meriber , 1� ti. i IAL�Ifls` � � Original Proffer: Arnendment: X THE HAVEN AT STONEFIELD, LLC a South Carolina limited liability company , ky -S�L,�,_l 26vf,(�p 41�1_",-V, ,,'?,.,) -.�, By: 4��,Z, . . . f " 71'__�_ Printed Name: - ee ,qvr?�, �-/P,�~* -) , Title: P,0-4 r - .1, , & - __ 0 COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 ­ -Phone (434) 296-5832 Fax (434) 972-4126 November 25, 2013 Steven F Teets, L.S. 7200 Wisconsin Ave #400 Bethesda, Md 20814 RE: ZMA201300009/Albemarle Place/Stonefield Proffer Amendment TAX MAP 61WISECTION 31PARCELS 19A, 19B, 23,24 and 25 Dear Mr. Teets: On November 13, 2013, the Board of Supervisors approved the above noted NIVID rezoning application subject to the application plan dated October 21, 2013, code of development dated October 21, 2013 and attached proffers dated November 13. 2013. Please refer to these clocuments for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervisors took action on the project noted above, no uses on the property as approved may lawfully begin until all applicable approvals have been received and conditions have been met. This Includes: . plicable PROFFERS; . compliance with requirements of the CODE OF DEVELOPMENT; . approval of and compliance with a SITE PLAN; and . approval of a ZONING COMPLIANCE CLEARANCE. Before proceeding with further use of this property or should you have questions regarding the above- noted action, please contact Rebecca Ragsdale at 296-5832. Sincerely, � I 0 1 � V, Vv LY�Cilrierg &4� DirectorofPal nina CC: Albemarle Place EAA LC P 0 Box 528 �t Columbia Sc 29202 Albemarle Place/Stonefield PROFFER FORM AMENDMENT TO PROFFERS Date: November 13,2013 ZMA # 2013-00009 Albemarle Place/Stonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO (as it has been subdivided), 061WO-03- 00-019BO (as it has been subdivided), 061WO-03-00-02300, 061WO-03-00-02400, and 61WO- 03-00-02500 65.034 Acres zoned Neighborhood Model District (NMD) to be rezoned to Neighborhood Model District (NMD) This instrument amends those certain Proffers dated March, 13, 2012, for ZMA # 2011-00007 Albemarle Place/Stonefield ("ZMA 2011 Proffers"). Fxcept as expressly amended herein, the ZMA 2011 Proffers shall remain unchanged and to the extent that any terms, conditions and obligations contained in the ZMA 201 1 Proffers have not been fully met, such terms, conditions and obligations shall remain in full force and effect, Albemarle Realty (E&A), LLC, a South Carolina limited liability company, is the owner of a parcel of land that were subdivided from tax map parcel 061 WO-03-00-019110, which parcel is shown as "Lot D2", containing 5.487 acres, each on a plat entitled "Plat Showing Subdivision of Stonefield, Jack Jouett Magisterial District, Albemarle County, Virginia!' dated July 15, 201 1, last revised November 10, 201 1, prepared by W.W. Associates, which plat is of record in tile Clerk's Office of the Circuit Court of Albemarle County, Virginia in Deed Book 4135, page 215 (the "Lot D Parcel Subdivision Plat"). The Haven at Stonefield, LLC, a South Carolina limited liability company, is the owner of a parcel of land that was subdivided from tax map parcel 061WO-03-00-019BO, which parcel is shown as "Lot ET' containing 7.638 acres, on the Lot D Parcel Subdivision Plat. MacFarlane Stonefield, LLC a Virginia limited liability company, is now the owner of a parcel that also was subdivided from tax map parcel 061WO-03-00-019BO, w,'rich parcel is shown as "LotD3", containing 1,010 acres, ontheLotl) Parcel Subdivision Plat. Albemarle Place EAAP, L.LC, a Delaware limited liability company, is the fee simple owner of tax map parcels 061WO--03-00-02300, 06]WO-03-00-02400, 06]WO-03-00-02500, and the residual portions of tax miap, parcels 061WO-03-00-019BO and 061WO-03-00-019AO that were not conveyed to either Albemarle Realty (E&A), LLC, MacFarlane Stonefield, LLC, or The Haven at Stonefield, LLC. For the purposes of these proffers, Albemarle Place EAAP, LLC, MacFarlane Stonefield, LLC, The Haven at Storefield, LLC, and Albemarle Realty (E&A), LLC are collectively referred to herein as (the "Owner"), The term "Owner" as referenced herein shall include within its meaning the owner of record and successors in interest, Tax map parcels 061 WO-0)3-00-019AO, 061 WO-03-00-02300, 061 WO-03-00-02400, 061 WO-03- 00-02500, and 061WO-03-00-019BO (including the lots created there from pursuant to the Lot D WITNESS the following signatures: ALBEMARLE PLACE EAAP, LLC, a Delaware limited liability company B - �Jed .. cL ti, President ALBEMARLE REALTY (E&A), LLC, a South Carolina limited liability company By: Edens Realty, Inc., a South Carolina corporation, its Sole member B - h 4� ,- . -esTdent Jo lie c ea MIMI-ii, P'r THE HAVEN AT STONEFIELD, LLC 0 S01.1111 Carolina limited liability company By: Printed Name: Title: MACFARLANE STONEFIELD, LLC a Virginia limited liability company By, __ - 4 , lal Lc- - r/ I', ,4 ", I ( _� aat,�." la, 4 Printed Naine: 01/m/t, 1-(�... - Title: J � 11"I", a �rlj 1&(4-- Au f'!,� �K� U Q I* COUNTY OF ALBEMARLE MEMORANDUM TO: Gerald Gatobu FROM: Wayne Cilimberg, Director of Planning DATE: May 16,2011 � RE. Albemarle Place (Stonefield) Preliminary Site Plan, March 21, 201 1 Detgrminations Under Section 8.5.5.3 Section 8.5.5.3 of the Zoning Ordinance allows the Director of Planning to allow a site plan to vary from an approved gener-al development plan or code of development in the Neighborhood Model District if, among other provisions, the director determines that the variation is in general accord with the purpose and intent of the approved application plan and code. The following is an analysis of certain features previously identified or currently being requested to vary from the approved application plan and code as they relate to the current site plan (dated March 21, 201 1). Features consistent with the plan and code or variations allowable under Section 8.5.5.3 are so noted. Theater Location and Relationship to Hydraulic Road (Previously addressed in 5125106 variation) The proposed relocation of the theater from the southwest corner of the site to a location along Hydraulic Road east of Cedar Hill Road varies from the application plan that prescribes townhouses along this portion of Hydraulic Road. The intent of the townhouses was to "activate" this edge of the project and provide a visible transition from Hydraulic Road, an Entrance Corridor, to the back of the department store proposed in the application plan. Staff has previously indicated that the applicant needs to demonstrate that the proposed changes will be a suitable design substitute for the townhouse units shown on the applic2flon plan, most particularly to the satisfaction of the ARB, This is an allowable variation provided that all ARB conditions are complied with. Second Floor Uses (Previously addressed in 5/25106 Variation) The application plan illustrated uses on both the first floor and upper levels throughout the project. While vertical mixed use would be a positive and desirable feature Of this development, it was not a requirement of the application plan and code. Thus, the site plan is considered consistent. BlockA (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt- 29 and ' Hydraulic Rd. in the initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block B (Previously noted in 9128109 Advisory Comments) Parking lots adjacent to Rt. 29 in the initial plan are to be relegated (that is that it is not any closer to the street than the front line of the buildings along the street) and/or screened to the satisfaction of the ARB. Block C (Previously noted in 9128/09 Advisory Comments) Please refer to theater location and relationship to Hydraulic Rd. above. Also, note that the Code of Development says minimum 2 stories (up to 5) except for restaurants, outdoor cafes and retail klosics in Block C.- Block E I Note 3/12/07 variation, if still applicable (attached). 4129/1 1 Variation Requests: #-s 1, 2 and 3 - Changes to the location, design, layout size and orientation of each plaza, civic, open and green space are granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and are permissible as depicted. #s 4, 5 and 6 - Modificafions to allow for the width of sidewalks, planting strips and planters can be granted consistent with the findings under Section 8.5,5.3 (C.) as you have presented subject to: a minimum sidewalk width of 5' between planting strips/boxes and the interior edge of sidewalks; no parking overhang onto sidewalks in parking lots next to sidewalks; and all planting srrips/boxes located between edge of street and sidewalk and a minimum of 5'. #7 - Change to the design of Stonefield Blvd. from-a four (4) lane section to a (2) lane section as noted can be granted consistent with the findings under Section 8_53.3 (c.) as you have presented subject to County EngineerNDOT approval based on applicable traffic studies. #8 - Change to the layout and orientation of parking spaces along4nglewood Drive such that the spaces are oriented perpendicular to Inglewood cannot be granted as Inglewood will function as a parallel street to the narrowed Stonefield Blvd. (see #7 above) and such parking is not in general accord with the purpose and intent of the approved rezoning for the Albemarle Place street system. Parallel parking is desired, but it is possible for angled parking to be considered under County regulations (provided this street is approved as a private street), dependent on'the impact of the angled parking to the functionality of the street based on applicable traffic studies. #9 - Modification of Main St. design to allow curbless sections can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to County Engineer approval. #1 0 - Allowance of Stonefield Blvd. as the only road dedicated to public use within the project is an option permitted on pages 2B and 29 of the Code of Development under "Street Classifications" and is subject to review under applicable ordinance provisions. #1 I - Allowance of right-in turn from southbound Rt. 29 into Block B can be gr-anted consistent with the findings under Section 8,55.3 (c.) as you have presented subject to County Engineer/VDOT approval based on applicable traffic studies, #1 2 - Modification of the Block D and Block E boundaries is gr-anted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and is permissible as depicted. #1 3 - Allowance of six (6) story hotel as long as it is no taller than ninety (90) feet is granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented and is pen-nissible as depicted. #1 4 - Modification to allow for S'minimum sidewalks along exterior of rear of some buildings can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to no parking overhang onto sidewalks in parking lots next to sidewalks. #1 5 - Changes to the width of the buffer area at the western edge of the project property to a minimum of I O'can be granted consistent with the findings under Section 8.5.5.3 (c.) as you have presented subject to compliance with the second paragraph on page 18 of the Code of Development under "Exterior Landscaping and Visual Impact Mitigation" and any site plan requirements that might be applicable, including screening of objectionable features. S/ 1 3/1 1 Variation Request: Replacement of North and South New Main Streets between Buildings D I and D2 with a single road is granted consistent with the findings under Sect' ion 8.5.5.3 (c) as presented and is permissible as depicted. Please note that development under this request is still subject to all other applicable zoning, site plan and building permit provisions and these variations do not supersede those requirements. . 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 ___r OP In DESIGNED BY: PROJECT. SET REV. No. � RU 5/12/15 .." 9M PCs STONEFIELD BLOCK D2 �0 A11111111111111111 A RU 6/5/15 - W,A NGINEERS DRAWN BY: FINAL SITE PLAN "A SURVEYORS To ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: RB I WE PLANNERS TITLE: -0 . I DIHR BY. PROFFERS C-2 10 AsSOCIATES DMJ - 0 6 - 7- Z--I,f-- ' ;4 PO Box 4119 3040 Avmiote Square P1. SHEET NUMBER: . I I I .0- 6 Ly-libUrg, VA 24502 Ch.A,,a.­ii,, VA 2NI 1 INWA NUMBER: FILE NAME: DISCIPLINE: SCALE: JDAITE: 4y'l ONAL Phone 434.116.6080 Phon, 434,984.2700 GENERAL H:NIA 11 1 NO. I SHEET REVISION - BY I DATE I NO. I SHEET REVISION BY DATE - www � m as-cia(cs.net - 214075.02 407502-ND-l.dwg V. NIA 1 11141141 2 of 33 v� 3 N I 2 Cj 0 �a- i c v a c� 'v �i 0 N i 0 r 3 W N i 0 ZMA to Amendment Block Comparison THIS SUBMISSION RETAIL NON RETAIL RESIDENTIAL Block ZMA Amendment Difference %of Change A 246,577.72 260,736.93 14,159.21 5.74% B 145,633.40 212,854.27 67,220.87 * 46.16% C 454,808.39 424,079.86 30,728.53 6.76% D 460,439.43 500,559.62 40,120.19 8.71% E 550,524.65 477,102.19 73,422.46 13.34% F 510,160.21 643,379.71 133,219.50 26-1% G 1 420,873.09 1 269,160.75 1 151,712.34 36.05!0 NOTES: * AS NOTED ON PAGE EIGHT OF THE CODE OF DEVELOPMENT "THUS, FLEXIBILITY IN THE CODE OF DEVELOPMENT IS PROVIDED TO PERMIT THE EXACT BOUNDARIES OF ACREAGE OF EACH BLOCK TO BE INCREASED OR DECREASED AT THE SITE PLAN OR SUBDIVISION STAGE BY AN AMOUNT NOT TO EXCEED FIFTEEN PERCENT (15%) OF THE GROSS LAND AREA OF THE LARGER BLOCK IMPACTED BY EACH SUCH CHANGE." SINCE BLOCK B & G ARE THE SMALLEST OF BLOCKS IN THEIR CALCULATIONS THE 15% LIMIT DOES NOT APPLY. ** THIS VARIATION WAS APPROVED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS ON SEPTEMBER 11, 2013. J D r E F C i i A B G i LEGEND ZMA AREAS - - AMENDED AREAS 4.15.5(x) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(a) OF A SPECIAL USE PERMIT FOR OFF -SITE SIGNS IS WAIVED. OFF -SITE SIGNS WILL BE ALLOWED BY- RIGHT. 4.15.11 REGULATIONS APPLICABLE IN THE PUD. DCD. AND NMD ZONING DISTRICTS: 1.) THE REQUIREMENT OF SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGE OF 30 FEET HAS BEEN CONDITIONALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET. THE CONDITION IS THAT ANY SIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL. 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.16 (a &e) SWIMMING. GOLF & TENNIS CLUBS: THE REQUIREMENTS OF SECTION 5.1.16 (a &e) ARE WAIVED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. NOT TO SCALE ALBEMARLE PLACE WAIVERS. AGREEMENTS AND CLARIFICATIONS: ADOPTED BYTHE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01 -07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08 -003. WAIVERS TO THE ZONING ORDINANCE. CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.3 (a &b) TREE CUTTING: THE REQUIREMENTS OF SECTION 4.3 (a &b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS. DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE; PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROVIDED IN THE SUBDIVISION ORDINANCE. (NOTE: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT -OF -WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON -SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BYTHE COUNTYATTORNEY. 3.) ALL STREETS AND ACCESS WAYS DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS, YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD -TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES, BALCONIES, CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAY APPROVE VARIATIONS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IN SECTION 8.5.5.3(b). ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS HAVE BEEN ACCEPTED: 4.12.6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6. THIS DETERMINATION IS BASED ON THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. APPROVED BY THE BOARD OF SUPERVISORS OF ALBEMARLE ON SEPTEMBER 11, 2013 VARIATIONS GRANTED TO ALLOW FOR FOLLOWING: 1. THE BELOW LISTED ELEMENTS, A THROUGH D, THAT VARY FROM THE ZMA APPLICATION PLAN. A.THE MODIFICATION OF THE BLOCK F AND BLOCK G BOUNDARIES. B. THE LOCATION OF THE NORTH -SOUTH ALIGNMENT AND THE GEOMETRY OF DISTRICT AVENUE THROUGH BLOCK F AND BLOCK G OF THE PROJECT. C.THE RELOCATION OF THE TWO (2) "FUTURE EXTENSION" CONNECTIONS POINTS TO THE NORTH AND THE ONE (1) "FUTURE EXTENSION" CONNECTION POINT TO THE SOUTH. D.THE BUILDING LOCATION, ORIENTATION, AND ALLOCATION OF SQUARE FOOTAGE FOR THE FACILITY TO BE LOCATED ON BLOCK F. 2.THE MODIFICATION OF THE LOCATION OF THE PLAZA AREA AND ELIMINATION OF THE "CAFE" (AS SUCH ARE DEPICTED WITHIN BLOCK F ON THE ZMA APPLICATION PLAN). IN LIEU OF SUCH IMPROVEMENTS, APPLICANT PROPOSES TO CONSTRUCT ENHANCED PEDESTRIAN CORRIDOR. NOTE: A ZONING MAP AMENDMENT REQUEST WAS SUBMITTED TO THE COUNTY OF ALBEMARLE ON JUNE 14, 2013. THIS REQUEST IS TO AMEND ZMA 2011-00007 THROUGH THE MODIFICATION OF THE "CODE OF DEVELOPMENT" TO ALLOW FOR AN ANCILLARY FUELING FACILITY WITH CANOPY. USE IN BLOCK (GLA OR UNITS) THIS SUBMISSION RETAIL NON RETAIL RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL RESIDENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL RESIDENTIAL A 0 0 0 0 0 0 50,224 14,000 0 50,224 14,000 0 B 33,836 6,500 0 33,836 6,500 0 C 0 0 0 57,701 111,595 0 57,701 111,595 0 D 0 0 104 0 90,000 0 0 90,000 104 BLOCK GROUP 1 TOTAL 0 0 104 141,761 222,095 0 141,761 222,095 104 E (BLOCK GROUP 2) 0 0 0 0 0 250 0 0 250 F G 0 0 0 0 0 0 149,964 14,700 0 20,000 0 0 149,964 14,700 0 20,000 0 0 BLOCK GROUP 3 TOTAL 0 0 0 164,664 20,000 0 164,664 20,000 0 STONEFIELD TOTAL 0 0 104 306,425 242,095 250 306,425 242,095 354 ABBREVIATIONS AFF ABOVE FINISHED FLOOR FH FIRE HYDRANT AHD AHEAD FM FORCEMAIN ARV AIR RELEASE VALVE FL FLUORIDE BC BACK OF CURB FOC FACE OF CURB BF BLIND FLANGE GALV GALVANIZED BFF BASEMENT FINISHED FLOOR GV GATE VALVE BM BENCH MARK HB HORIZONTAL BEND BK BACK HC HANDICAP BOV BLOW OFF VALVE HDPE HIGH DENSITY POLYETHELENE CAN CABLE TELEVISION HK HOOK CG CURB & GUTTER ID INNER DIAMETER CIP CAST IRON PIPE INV INVERT q- CENTER LINE IPS IRON PIN SET C.L. CHAIN LINK IPF IRON PIN FOUND CMP CORRUGATED METAL PIPE JB JUNCTION BOX CO CLEAN OUT LAT LATERAL CONC CONCRETE LF LINEAR FEET CPP CORRUGATED PLASTIC PIPE LT LEFT CY CUBIC YARDS MH MANHOLE D.I. DUCTILE IRON NBL NORTH BOUND LANE DIA DIAMETER NIC NOT IN CONTRACT DIP DUCTILE IRON PIPE NTS NOT TO SCALE EL ELEVATION O.C. ON CENTER ELEC ELECTRIC PE POLYETHYLENE EOP EDGE OF PAVEMENT PGL PROFILE GRADE LINE EOTL EDGE OF TRAVEL LANE PROP PROPOSED EQPT EQUIPMENT PS PLANTED STONE FOUND EX OR EXIST EXISTING PVC POLYVINYL CHLORIDE FF FINISHED FLOOR PVMT PAVEMENT NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SBL SOUTH BOUND LANE SD STORM DRAIN SQ SQUARE S.S. STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL SW SIDEWALK TBA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS &V TAPPING SLEEVE AND VALVE TYP TYPICAL UG UNDERGROUND LION UNLESS OTHERWISE NOTED VB VERTICAL BEND VHD VEHICLES PER DAY W WATER WL WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS EX. SYMBOL LEGEND NEW BENCHMARK /FFE C BOLLARD 4) 0 BORE HOLE 0 UGT BUILDING COLUMN BUSH © CABLE BOX FU CEMETERY M CONIFEROUS TREE DECIDUOUS TREE DRAINAGE INLET GRATE ww DRILL HOLE OQ f0 ELECTRIC PANEL BOX Of OE ELECTRIC PEDESTAL �E 0 ELECTRIC TRANSFORMER �f OE ELECTRIC MAN HOLE OE FIRE HYDRANT W b FLAG POLE O © GAS MAN HOLE G M GAS M ETER ®M GAS VALVE © GENERATOR GROUND LIGHT 44 GUY POLE HANDICAPPED PARKING k FHI HEAT PUMP OH 0 IRON PIN 0 0 LIGHT POLE u MAILBOX Q MONITORING WELL ■ MONUMENT FOUND MONUMENT SET 8 PANEL POINT e 0 POWER METER POWER POLE 0 ROAD SIGN G SANITARY CLEAN OUT OS SANITARY SEWER MAN HOLE O S4. SIAMESE CONNECTION SIGN -� SPRINKLER HEAD 0 DO STORM DRAIN MAN HOLE O TRAFFIC LICHT POLE OT TELEPHONE MAN HOLE TQ TELEPHONE PEDESTAL TELEPHONE POLE $ Z TELEPHONE JUNCTION BOX TEST PIT 6M El TRAFFIC CONTROL BOX [j] TRAFFIC JUNCTION BOX 0 TRAVERSE Q �❑ UTILITY MARKER POST ❑� `QD UTILITY POLE 0 VENT PIPE 0 P WATER MAN HOLE NO WATER METER M WATER VALVE wv WO WELL 0 TH YARD GRATE EXISTING - - - -R /W- - - -R /W- - - - -R/W - - -R/W- OHCT OHCT UGCT UGCT OHT OHT UGT UGT 0 0 GAS TOB OHE UGE EM SAN 0 0 GAS TOB OHE UGE TM SAN OHU OHU UGU UGU W W LINETYPE LEGEND BUILDING OVERHEAD ADJACENT PROPERTY LINE ADJACENT RIGHT -OF -WAY BUILDING COLUMN BOUNDARY PROPERTY LINE BOUNDARY RIGHT -OF -WAY BUILDING SETBACK BUSH LINE CAN OVERHEAD CAN UNDER GROUND TELEPHONE OVERHEAD TELEPHONE UNDER GROUND DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER FENCE BARBED WIRE GUARD RAIL FENCE CHAIN LINK FENCE WOOD FENCE WOVEN WIRE GAS UNDER GROUND TOP OF BANK ELECTRIC OVERHEAD ELECTRIC UNDER GROUND RAILROAD CENTERLINE STREAM CENTERLINE PAVEMENT ASPHALT ROAD CENTERLINE SANITARY FORCEMAIN SANITARY SEWER STORM SEWER TOPO MAJOR CONTOUR TOPO MINOR CONTOUR TREELINE UTILITY OVERHEAD UTILITY UNDER GROUND WATERLINE WETLAND LIMITS NEW - - -R /W- - - -R /W- - - - -- R/W - - -R/W- -0 0 0 0 TOB TOB W W 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 ,TH 0P � - DESIGNED v : PROJECT: STONEFI ELD BLOCK D2 SET REV. N0. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 r - 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 't ENGINEERS DRAWN BY. FINAL SITE PLAN "� 4 SIGNATURE SET RU 6/22/15 SURVEYORS Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: � � , H RB T I PLANNERS DIHR BY TITLE: GENERAL NOTES, ABBREVIATIONS & LEGEND C -3 I w� SSOCIATES oMJ 00 G - Z Z �!�' �� Po Box 4119 3040 Avcmore SgUaic P1. SHEET NUMBER: Lynchburg. vn 24502 �h��i.����.,��ii�. VA 32911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. 0 Phone- 434.3,h eoso P,,<,,,e 434.9A4.2700 407502_ND-2.dw N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE SSI NAL ��G Www wmas ociate, nC( 214075.02 9 CNI� V: N/A 11 /14/14 3 of 33 3 Ki I 2 Cj O N O i C 0 a A_ 0 0 E N O N O N i 0 O -C 3 I. 0) W P g N i GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS: (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296- 5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 4. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 5. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 6. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL - VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 7. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LI NE OR A NATURAL WATERCOURSE. 8. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. 11. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY. 12. A MINIMUM CLEAR ZONE OF EIGHT (8) FEET FROM THE EDGE OF PAVEMENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. 13. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 14. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO " ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS ". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED. 15. ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 16. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN THE OPINION OF THE DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE VIRGINIA SUPPLEMENT. ► :: •►'il: 1•► ►• 1 •: :• •► :►D k, i •►IG• o • • •- :0111 Loll w 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625 -02 -00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTMTIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13 -301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOA.M. TO 9:00 P.M. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERN. ACSA GENERAL WATER & SEWER CONDITIONS I. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1- 800 - 552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF (3) FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. ALL INTERNAL WALKWAYS OUTSIDE OF R/W, UNLESS OTHERWISE NOTED, ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARIN G AND GRUBBING. 7. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 8. EE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH ALL STAIRS WITH THREE SIDES. 9. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 10. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND /OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS /HER OWN RISK. 11. SOLID WASTE WILL BE COLLECTED IN LOCATIONS THROUGHOUT THE SITE AND PICKED UP BY PRIVATE SERVICE AS NECESSARY. 12. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1- 800 - 552 - 7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984 -2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARL.E COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 13. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 15. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT -OF -WAY. 16. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2- THICK THERMA -CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL 17. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1 -3/4" HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 18. CERTIFICATION THAT 9596 COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 19. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE IJNE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 20. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. CODE OF DEVELOPMENT APPENDIX A AS AMENDED WiTH ZMA J2013 -00009 WHICH WAS APPROVED BY THE BOARD OF SUPERVISORS ON NOVEMBER 13, 2013. MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE "X ", AREAS OUTSIDE OF THE 0.296 ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY 510006, PANEL NUMBER 0278 -D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER AND SEWER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: NAD -83 6. VERTICAL DATUM: NAVD 88 7. ADEQUATE STORMWATER MANAGEMENT IS PROVIDED. REVISIONS TO THE ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN (WPO2010- 00023) ARE SHOWN AS PART OF THIS PLAN. CALCULATIONS AND DETAILS FOR THE UNDERGROUND DETENTION SYSTEM SHOWN ARE PROVIDED ON THE - ALBEMARLE PLACE / STORMWATER MANAGEMENT PLAN AMENDMENT NO.4" (WPO2010- 00023). 8. STORMFILTER AND VORTECHS UNITS SHOWN FOR WATER QUALITY PROVIDE A 6096 POLLUTANT REMOVAL RATE. 9. PROPOSED FILTERRA UNITS SHOWN FOR WATER QUALITY PROVIDE A 7496 POLLUTANT REMOVAL RATE PER MINIMUM STD. 3.11C TECHNICAL BULLETIN #6 OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK (VSMH). COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL OBTAIN VDOT LAND -USE PERMITS FOR THE PROJECT. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR 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. A KEY BOX SHALL BE PROVIDED DURING CONSTRUCTION FOR EMERGENCY SERVICES. CONTRACTOR SHALL COORDINATE LOCATION OF THE KEY BOX WITH THE ALBEMARLE COUNTY FIRE PREVENTION OFFICE. 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 G rrwlv H OF 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 4�t 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ;, , I RU 6/22/15 rTTTAIT 11,11 ��0,(- Zz. -I� �y?IV - �SIONAL'�G NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 296. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTiL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL.-VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WiTH THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WiTH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 21. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT, MUTCD AND VIRGINIA WORK AREA PROTECTION STANDARDS. 22. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT. _ ... _. I - _11111- _1111. __' _ _ ._� CODE OF DF El,OPNlFN�T APPEN 'DlX" A • -- Permitted /Prohibited Uses by Block* _____..__ _....__, ._.- CODE OF DEVELOPMENT APPENDIX A - Perinitted/Prohibited Uses by Block* October 15, 2003 (revised ,July 8811 2010) Rev: 10 -21 -13 •P- Permitted uses Iby block; SP -Uses that may be applied for via Special Use Permit; Blank - Uses prohibited within bl The square footagas for all uses shaded in this table shall count towards the retail portion of the non - residential square maximum established in the Code ofDevelo inent in fable 1: "Uses Table" Block Group 1 2 3 I ite sttttaIC t6l'tid,gus fol all u" ,'1I.IdVd t I I ti II', wblC "'11;111 4:tit III I tov%'utts Ih4 retail portntu of the' Block A B C D E F G Block' A# B; .­ 1111 _ _ 11 __ 1.111. 11 11. C 1's 1 ,._ Detached single fatnil .... ...- 1111_ 11 11.._. _ -,-----, Lkct(YC gas. od zucicotlununicautln tuc'tltttcs, ?thn.iuig ulwtrr _ __ ...... _._ __._._ I 5lntrtule", and tncludirle 1? des', lines• tiansformcts. tlglv,, meters and i � ; + P P R Semi - detached and attached single- family dwellings such as duplexes, triplexes, quadrnplexes, townhouses, aiduni houses and patio houses and accessory apartments. P P P P P 1111 - ...,1.._....3......z t P , collccitcin lines, itumpnig. station, and appurtel:rn,:cs otialtint ami : 1) P P . 11 : 1, E - Multi le Tamil dwellin s P P P I P P P , 1 � I S Rental of ptrinitted residential uses P P P P P P P .11 1111 _ _.. _ Factory i.YUt {_ .._.._1Ct 31-S. t1t...Y 9k� Intl 1--- -' _1111.. r ...P... �'. - n- t 1` P --P _, _ `':, �' I—— Homes for develo men tally disabled persons reference 5.1,0 P P P P P P I P t" ' _...r- !__ � P U Boarding houses P P P P P 111111. F t-- --- 1 trC Y LSIrf,UtSht rants S+ GU(Ft4 3(27 lUwtti. w i (C S a1t(i Let tie 1 P P I �. 1111...._ 1111. 1111. ­­ .. ............ .......... 1111. _ 1111 1111_ 1111............ .__.......,� 1111__.. P P± 1111 1111._._ 1111.__._.. S Tourist lodgings reference 5.1,17 P P P P P 1.11,11.1 P P P _ P - - - - P E Monte occupation, Class A reference 5.2 P P P P P P P S ]Horne occupation, Class B reference 5,2 SP SP SP SP SP P P ' d' s uses and buildin , including storage buildings Accessory s P P P P P P P Assisted livitt P P P P P P P Rest home nursing pontes, or convalescent homes P P P P P P P Adininistrative business and professional offices I P P P I P P P P with ' ci al use Sales &Service of goods associated t ern P P P P P P P Antique, gift, j ewelry, notion and craft shops I P P P P P P P Auction houses P P P P P P P N Automobile laundries P P P P P P P 0 Au tonnobile truck repair shop excluding body shop SP 5P SP SP SP P S P N Automobile service stations reference 5.1.20 P* Barber, beauty shops P P P P P P P R Bod Sho SP SP SP SP P SP SP E Buildin materials sales P P P P P P P S Tim' I persona wireless service facilities reference, 5.1.40 P P P P P P P i Tier II personal wireless service facilities reference 5,].40 P P P -8P P P P P D Tier I II erSOlal wtrel ass service facilities referenc e 5. 1, 40 SP SP P SP SP SP SP E Cemeteries P P P P P P P N Churches P P P P P I P P I Clothing, apparel and shoe shops P P P P P P P A Clubs lodges, civic flaternal patriotic reference 5.1.2 P P P P P P P L n ererefnce S. L. II Commercial kerutels- indoor only P P P P P P P U Comrnorcial recreation establishments including but not limited to amusement centers bowling alleys, pool halls and dance halls P P P P P P P S Community center P P 1 P P P I P P E Contractors' office and a ui pment storage yard P P I P P P P P S Convenience stores P P P P P 1, P Day care child care or nursery facility reference 5.1.06 P P P P P P P Department store P P P P P P P Drive -in theaters Driv -i Endows serving or associated with pennitted uses SP SP SP SP SP SP SP Drug store pharmacy P P P P Eating establishment (mot including fast food restaurant P P P P P P P 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 G rrwlv H OF 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 4�t 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ;, , I RU 6/22/15 rTTTAIT 11,11 ��0,(- Zz. -I� �y?IV - �SIONAL'�G NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND /OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CROSS SLOPE FOR ALL SIDEWALKS SHALL BE 296. 6. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 7. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C -76, UNLESS INDICATED OTHERWISE ON PLANS. 8. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 9. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 10. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 11. SURFACE DRAINAGE: COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 12. SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTiL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 15. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 16. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 17. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL.-VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 18. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WiTH THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES ". 19. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 20. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WiTH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. 21. SIGNS & PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH VDOT, MUTCD AND VIRGINIA WORK AREA PROTECTION STANDARDS. 22. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT. _ ... _. I - _11111- _1111. __' _ _ ._� CODE OF DF El,OPNlFN�T APPEN 'DlX" A • -- Permitted /Prohibited Uses by Block* _____..__ _....__, ._.- ___._..__..____ .____.____- .__.___.___.__ .. _1111_.... October 15, 2003 (revised .2010) Y 4111 _____1 P _ +--- ....� .._ : ' 11- PerniittCd tis -S hY , bltwk:.°s11Jt sus thai. nuv bc- a ..11.t°d for via S, %t3l I. sc" Pernut.. Blank. - rP � l ;+,t5 rclhit11IC4i ke- ithtti P t5[ticl.. I ite sttttaIC t6l'tid,gus fol all u" ,'1I.IdVd t I I ti II', wblC "'11;111 4:tit III I tov%'utts Ih4 retail portntu of the' ltUn-TOSI& III] 31 squaw tiuit;a4e I11�AIrllltr I INIatlllshed In the ( ode r.If lh.c clo alt rlt III Table I ­1 _ t 4 i ah1L _____ __ 11 _ _ _ . _ 1111___ 1111. _ ..__L_. __ _,1111 __ ._ 1111. __...._. 1. 1' 1 - 1111 1111.._. 131t1ck +,l 1tii I - -1 _ l� - - .__ - = , _ _� Block' A# B; .­ 1111 _ _ 11 __ 1.111. 11 11. C 1's 1 ,._ 1 t.i .... ...- 1111_ 11 11.._. _ -,-----, Lkct(YC gas. od zucicotlununicautln tuc'tltttcs, ?thn.iuig ulwtrr _ __ ...... _._ __._._ I 5lntrtule", and tncludirle 1? des', lines• tiansformcts. tlglv,, meters and i � ; + P P ': TeLti+d wi:111ties fiat thslilhutioll of I'xal setA ice and owncd and 1111 -- P ! ,1111.. 1111 i 1' ,,.,11 .a... P P calxrttrt:l b }' a pubttc Ittlllty' 44,rtrrtlrsnrihYltil<n and 4 s rage -_.-.t 1 7 i 1111_.}. P �__,f___;--------j__ I' 1111 - ...,1.._....3......z t P , collccitcin lines, itumpnig. station, and appurtel:rn,:cs otialtint ami : 1) P P . 11 : 1, 1' P 1 A1laeratetl by tht: Albi�n%vle r. ourm 1 i -,itze AuthoTlt�' F_,' c eel :I` I 1 1111_. f ' '; elthet'xL'Ise expres O% prt,% Iola]. Cl`ntr'A Lealer L'Up11lIC3 alid c:e`tltrat i P , 1 � I ' 'W% CrdgC "Stcn75 ni I ontlltrfidnt'e' '.etrli Chaptet Itl (?t the (, od of i 1.111. . -- - 1111_ _.�' _.. - 1111_. , __ 1111 _...__1 ,. P I Albemarle and all ttwhel t . lYCablc laic' . PP__. P _ 1111{ P P .11 1111 _ _.. _ Factory i.YUt {_ .._.._1Ct 31-S. t1t...Y 9k� Intl 1--- -' _1111.. r ...P... �'. - n- t 1` P --P _, _ `':, �' I—— 11ii -. 1......'._. Farmer's ntarko Ireierrncc S 1 tr,i i P P 11 _ ,_._._._.._ t 1111 t 1111. , P P 1111...} i P +_ - - - -� P -- -- 1 tst toots resrtul tot 1' P 11- _ . . 1111. , 1111. _._ - _ 1111..._ P I P t" ' _...r- !__ � P Feed and teed :stores ITerelenc•r i 122l 1' I' 1111.. 1111- ........_. 1111.. 1....._ -- -1111 _ - i- T'ina(ICTai 1' t) P 1111_ l.__..__ : 111 1.. -11- P «........ 1111........ P _ Institution's __ I 1111 _. __-_ ,.....�. Fire and rescue squad siat ins (rcfer rice 5 1.00) 1 P P i ........ 1111.__ __._,.__ 1111_ 1111.... 1111. -1111___ ,. ..__.3 _ . 1' P P + - ° -_,. 11 _ P , 1111 -_ _..._-- 111111. F t-- --- 1 trC Y LSIrf,UtSht rants S+ GU(Ft4 3(27 lUwtti. w i (C S a1t(i Let tie 1 P P I �. 1111...._ 1111. 1111. ­­ .. ............ .......... 1111. _ 1111 1111_ 1111............ .__.......,� 1111__.. P P± 1111 1111._._ 1111.__._.. _. P­1­­___1 P 1 1rlrtst I P P I) P P P L_...__ I' ....... ....1111... _ 1111 __- 1111_ -� . 1111__ -t _. Ii�Id and grzkery "'trues rncltldrnk stl h specialty _;Il,rps a bakery, P P 1.11,11.1 P P P _ P - - - - P candy hulk, di5pensar4 anti aunt. and cheese show I 1111 ..... __ -_ _ ......., _ 1 "usteral ►ttYaSes P P P furnrnlre and hone: a pli tuccs Isalcs �n c 1111 _ . i i -_ and x rti w c 1 1111-- 11-1-1--11- _. I Ludt atx store _ _ 1111. Iircatth club tar sPa - Ileatingollsa lesanddltitflbiltrOnlreterente > 1 Zttt --I,--,-,- _. _ __ _. _ _ _. Ionic and business scrti Ice such as grounds care t le acing. cwtxnnlnatcrs _an!s a ui and trthct re air and Inxtntcnnncc - ,1111 ! ft 1111.. 1111 "1111,. _.._.�. 1111_. 1111..,. t t>1+y t41 t.. 1111_.. 1111. ...- _. _. 1111 ___ 1111.. i lintels nu-itels and isms ' indoor athletic fac iltucs _ - it Indw)r theawrs __.- _. ___ 1 LLaboratoncs- medical of pharmaceutical _ _ -_ _. _ t l aundnes. dry cleanets 1111. 1111__ _ _ 1111 1111 Laundromat (pro, lied that in attendant shall Kt on duty at all hours dune tt cxatn+nt _ -� 1�,._ , . � ......... 1111.__ _ 1111.__ 1111. 1.ibrancs trntsrutres 1111 ___ . 1111... ,1,111 1111 - 1111.__ 1 t__________________1. ht ssatchou iniz _1111__ ____ _ 1. rvesti,wk >atrs _. - Machmcrr __ anti equt nient s1 1r5 crviee and rental ­­.Y14111 ledlcal ctntet 1111, .__...._... . 1111 - 1111-- 1111 __ _ Mobile hone and trader sales and scrvicc -1111 -_ ___ _- - __ Modular huildinr. sales 1111.- -11 _11. _1111.__ i Motor seluck! ales„ wrn'rce and rental I Musical in, tnlmcnt sale ..11..11 r...... . _ -1111_. ti`r4s autxarnutlst�sattss.Ilrs _ 1111._ 1111. 1111_. 1111._ 11 ---- - 11 -- 1111--._ \cwspa n1ublasktng _ 1_ _11 :'Seltvstattdc. ntar aJltYts n and icthaecil ho s _ 1. Re -_ __P _ __-_ t)1 -if" arnf bourne"'"' iIta9 hInt� sales and s. rs Icc WArm "im ENGINEERS WE SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemoie Square PI. Lynchburg. VA 24502 Chadwt -IlL, VA 22911 Phone: 434.316.6080 Phone: 434.9843700 wu- w,ausocMtes_.It 4-.1111.. . P P 1, i P 1 1' P i P ! P 1111 __ F "I ' P P t_ ; I' 1' .-� 1) 1 1) 1.111 F, I it 111111.._ 1).. 1_...13 ­­- �__ -- -, - --C P P 1 1 I. 1111... 11_ P _I, _.I Y 4111 _____1 P _ +--- ....� .._ 1111... 11 -_- --- P 1' 3 {. F }111, , -- _�_-_- ______ P , 1' 1111_ „ I' 1. 1' 1 1111 �� �- .• i' I'II 1, 3 _ _. 1111... -- P i P + P P I __ -( 1111_.__ SIa i SP . f `___ 1111._,. _- .1111.__, 5fi 1' P + P P 1111.__ 1111_._- _. P P 1111 -- P ! ,1111.. 1111 i 1' ,,.,11 .a... P P q .- i I -_.-.t 1 7 i 1111_.}. P �__,f___;--------j__ I' 1111 - ...,1.._....3......z t P , I Rf !_ ! _ �' . _ .Al _ . i...__. ____4_ 1111_. f P I' P P , 1 - 1111- P P :_1111... ,... S- 1 1.111. . -- - 1111_ _.�' _.. - 1111_. , __ 1111 _...__1 ,. P I ___ _ P _ 1111{ P P ' :1111_.,_. 1 _ 1� _ ___ _ .P... ,__.k_.. 1 P , P l Si' ` SP SP SP SP 1 SP +11 _. 1111..... P_ _., P I t' P I P P _1111 P P 1111 1111- 111,1__ I 1 I I � P 1 � I li P- - -I._. 13-. . ,..�y t. 1,111 ..�.v__.�_ �� - +..� _, -- 11 11- .._._... _ . 1111. ,- t ` ) .....3 1111 ) 1111. �_._._._..I. _ DESIGNED u : PROJECT: STONEFI ELD BLOCK D2 s DRAWN BY. FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA TITLE: DiHR BY: GENERAL NOTES DW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 214075.02 1407502_ND-3.dwg CIVIL V. N/A 11 / 14/ 14 SET REV. NO. 4 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 33 r_ -T CODE Old DEVELOPMENT APPENDIX .A- _Pextnitted /Pi-ohibited Uses by 131ock" _ . October 15, 2003 (revised ,_t 1 8.2010 Rev. 10 -21 -13 '°P- Pennitted uses by block; SP -Uses that may be applied for via Special Use Permit; Blank- Uses prohibited within block. The square footages for nil uses shaded in this table shall count towards the retail portion of the non - residential square footage maximum established in the Code ofbevelo meot in Table I: "Uses Table" Block Group 1 2 3 Block A B C D E F G Office and business machines sales and service P P P P P P P Optical goods sales P P P P P P P Outdoor Amphithentre with no fixed seats and limited operation such as no loudspeakers after 1 D m, weekends only, etc, P Outdoor eating establishment or caf8 P P P P P P P Outdoor storage, display and/or sales serving or associated with a by -right permitted use, if any portion of the use would be visible from a travehva SP SP SP SP _ SP SP SP Parks, playgrounds. and civic aces P P P P P P P Photographic goods sales P P P P P P P Private schools P P P P P P P 'ca dental and optical Professional offices, including merit 1 d n o P P P P P P P Public and private utilities and inflastructure P P P P P P P Public uses and buildings, including temporary or mobile facilities such as schools, offices, parks, playgrounds and roads funded, owned or operated by local, state, or federal agencies, public nmter and sewer tratisntission, maill or trunk limes, treatment facilities, pumping stations and the like, owned and/or operated by the Rivanna Water and Server Authority P P P P P P P ' Research and development activities including ea rhnental testing P P P P P P P Retail nurseries and greenhouses P P P P P P P with ' ci al use Sales &Service of goods associated t ern P P P P P P P Sales of major recreational a ui anent and vehicles P P School of special instruction P P p P P P P community Seasonal and periodic events such as holiday festivals, m ty fairs, artisan and public open markets, and other pedestrian related events to be conducted on adjacent streets P P P P P P P Temporary Events SP 5P SP SP SP SP S P Se tic tank sales and related services Sporting goods sales P P P P P P P Stand alone parking and parking structures reference 4.12 5.1.4 1) P P P P P P P ' 't shown a roved final site Stonmvater management factli ies oft an pp Ian or subdivision plat F P P P P P F Swim golf, tennis or athletic facility P P P P P P P Tailor, seamstress P P P P P P P Tem rat construction uses reference 5.1.18 P P P P P P P •e ce 5.8 mobile homes (reference Tem ora nonresidential ( P P P P P P P Veterinar Office and Hospital P P P P P P P Visual and audio n fiances sales P P P P P P P Warehouse facilities not pennitted under section 24,2.1 (reference 9.0) - a agricultural produce (reference Wayside stands vegetables and a t Wa 1 s aI gr P ( Y g 5.1.19 P P P P P P P Wholesale Distribution S1r SP sp SR &P � � 1665955 i,LDOC on the Application Plan at F5 will be The Service Station use on Land Bay F shown pp limited to a Fuel Facility which will operate as an accessory use to a larger retail user within Land Bay . The Fuel Facility rea will be limited to the dispensing of retail 1th _ 9 1111_._- _ 1111_ . 1111- -y- - - 1111-- 1111 -y 1111 1111 1111 1111 - P motor fuels and retail sale of lubricants (such as motor oil, coolants, brake fluid and windshield wiper fluid). All other elements of the Service Station use, as defined by the Zoning Ordinance, will not be allowed on F5. DESIGNED u : PROJECT: STONEFI ELD BLOCK D2 s DRAWN BY. FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA TITLE: DiHR BY: GENERAL NOTES DW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 214075.02 1407502_ND-3.dwg CIVIL V. N/A 11 / 14/ 14 SET REV. NO. 4 DRAWING NUMBER: C -4 SHEET NUMBER: 4 of 33 al 3 I 0 Z 0 N O i c 0 0 N O 0 �f- N i a� 0 it c 3 F� I aci W rl N z EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE- MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING % CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN t3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP ", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS /LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS % -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION /CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR - CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM- 385 -1 -1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF' ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERING STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 = DESIGNED BY: PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 �TH OF �r RU STONEFIELD BLOCK D2 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ,r� ENGINEERS DRAWN BY: FINAL SITE PLAN SURVEYORS Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET RU 6/22/15 � on TITLE: H RB T I PLANNERS DIHR BY. GENERAL EARTHWORK NOTES C -5 I ASSOCIATES DMJ ON PO Box 4119 040 Avumorc Syuaic Pl. 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ALBEMARLE PLACE O 1 12.00' LANE 0.50' CURB 2% (MIN) ??6 le I p- - SEE INSET A C STREET CURB SECTION 4' SIDEWALK SECTION STREET C -07 C -07 SCALE: 11"i CURB SECTION I 4.0' SIDEWALK 6.0' SIDEWALK 24' ACCESS EASEMENT r � 9.00' 12.00' 12.00' PARKING LANE LANE 0.50' CURB (MIN) 2%(MIN, SEE INSET 'A' D 2.00' 2 %(MIN) RIBBON CURE SECTION STREET C -07 C -07 SCALE: 1 "=10' CURB SECTION 24' ACCESS rEASEMENT 1 1 18.00' 12.00' PARKING LANE 0.50' CURB I 2 %(MIN) 2 %(MIN) SEE INSET 'A' E SECTION C -07 C -07 SCALE: 1 "=10' 12.00' LANE LINDA BLAKE GAYLE PIP / OKA b up monk INA at IN ® kv �� �' � � ��!i�'�lilil! L ■IIIIIII� a'll:lll�� ■'il!IIII ®� e� MIS �� ES:e7ItIA�• ��" PIP ,� ` , ��� • w,� • � �,��� phi - • �� 1 ,r_- � tit% • � � �� 24.5' ACCESS EASEMENT f' 1 4.0' SIDEWALK 12.00' 12.00' LANE LANE 2.00' 2 %(MIN) RIBBON CURB STREET CURB SECTION 0.50' 2.00' CURB RIBBON CURB 2 %(MIN) 2 %(MIN) SEE INSET 'A' F SECTION STREET C -07 C -O7 SCALE: 11"i CURB SECTION 5.00' 23' LANDSCAPE I ACCESS EASEMENT AREA r 6.00' SIDEWA I. I IF 27 _ VFI OWN .,�,1�= wa►i �"e.�„� ''- "' �,;j X11 ' (1�T►Li ` , , 14 iii; -. - -- ��_. 1111 r, • I- TT JAM W I r -..I. .�� -- i ■,_ -; - -- ■r ■ii ■►�, ��a� ,�� ,� -�-... �� ;,/1� Imo• I ■ ,�. � �: /,�, � ��;.r��1� II it � �_ �� _ _ ��'► ►�/_� _�■ I! �■�� Y KOBER WAY � . �, �iI /�� /��ra l�n:���� ►.tom �! �y -�`_ ,i1r� �{y � KIM I�1y EF . I . AT 1 ,I 'EIRFILD, (PRIVATE) DF3 41 + r. D ,�a'- �I'�LN iww �ww•1■. �.��rc:���■i; a� -�1_ _�i��,- '- � # : I . _ S 01 www_� I - 03 ZONED [UXII U� I ! ��. I ���1 ► II I i � . ..e�eo.� .. ,ii �i l_ei..■_ww_il�l l ii nrwillrl)! w Il■ il. ill ■, 1 �w:i.c I � ,NP Moso- omI1;; i7;m e r�l � i ■ �� � i1� �IIIINI ■� ��.J il■ - wwni ..i i i � I n,i w■I I ■■I.I' � 1 � ■IIi I III' I I ■ ■IIII'!;!I� I � �I � ❑ f (GE , tC: �■ � t� �C i � � I - - -- - .-.. -- iI <. r t ��- ys►��'_�- _.� _ �r��� ��� �sV = ��� � _. - - - - `'nom � - �` <t ffi�m - - --- _ - o LA-zu EX 108 • $ .� • STORM IJI � MH I I 7 • � _ - ■ I III �r�y � • .,rte. �� I ��,��_ iii �(r��l� ��'nir� � -�; ,�; � - �,�� i•• �!��� �' ■1 ,����� ��., =i��►.�:_��� N'r_►. _, r: 'i�� • .�\!�-_ ■�\ '� = war :.ww_w. 11.00' 11.00' LANE LANE 0.50' 0.50' CURB CURB SEE INSET 'A' rG SECTION STREET C-07 C -07 SCALE: 1"=10' CURB SECTION INSET 'A' NTS STORM MH_1 Ex -110 z D 61W -324 MAC FAR LAN E STONEFIELD, LLC DB 4165 PG 001 (L 3L1 4135 PG 215 (PLAP z ZONED .NMD liz PRIVATE ROADS OA 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A OB 3" ASPHALT CONCRETE BASE COURSE, BM -25.OA CO 8" AGGREGATE BASE MATERIAL, VDOT NO. 21 B Op CONCRETE SIDEWALK OE VDOT STD CG -2 O APPROVED SUBGRADE OG TACK COAT O PRIME COAT ARM MH PARCEL 1 ALBEMARLE PLACE O 1 EAAP, LLC DB 4135 PG 249 I DB 4135 PG 215 (PLAT) 1z) 29.568 AC (ORIGINAL) - ZONED NMD � z- z f I � PARCEL 1 I P14 AS ; PHASE 2 TMP 61W-3-19A I ALBEMARLE PLACE 1 EAAP, LLC DB 4135 PG 249 1 DB 4135 PG 215 (PL T) 1 29.568 AC (ORIbINALI 1 ZONED NM6 I� 11.00' 11.00' LANE LANE 0.50' 0.50' CURB CURB SEE INSET 'A' rG SECTION STREET C-07 C -07 SCALE: 1"=10' CURB SECTION INSET 'A' NTS STORM MH_1 Ex -110 z D 61W -324 MAC FAR LAN E STONEFIELD, LLC DB 4165 PG 001 (L 3L1 4135 PG 215 (PLAP z ZONED .NMD liz PRIVATE ROADS OA 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A OB 3" ASPHALT CONCRETE BASE COURSE, BM -25.OA CO 8" AGGREGATE BASE MATERIAL, VDOT NO. 21 B Op CONCRETE SIDEWALK OE VDOT STD CG -2 O APPROVED SUBGRADE OG TACK COAT O PRIME COAT ARM MH PARCEL 1 ALBEMARLE PLACE O 1 EAAP, LLC DB 4135 PG 249 DB 4135 PG 215 (PLAT) 1z) 29.568 AC (ORIGINAL) 1 ZONED NMD z- z f INSET 'B' NTS PRIVATE ROADS AO 1.5" ASPHALT CONCRETE SURFACE COURSE, SM -9.5A BU 3" ASPHALT CONCRETE BASE COURSE, BM -25.OA OC 8" AGGREGATE BASE MATERIAL, VDOT NO. 218 pO CONCRETE SIDEWALK EO MOUNTABLE CONCRETE CURB AND GUTTER OF APPROVED SUBGRADE GO TACK COAT HO PRIME COAT 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 111H OF � = DESIGNE RU : PROJECT: STONEFI ELD BLOCK D2 SET REV. N0. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 ��� {� � ENGINEERS FINAL SITE PLAN 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 r IF THIS DRAWING IS A REDUCTION DRAWN BY: 4 SIGNATURE SET RU 6/22/15 y GRAPHIC SCALE MUST BE USED , SURVEYORS To ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: RB T I PLANNERS TITLE: 1 SCALE: 1 " = 40' DIHR BY: KEY PLAN AND ROAD SECTIONS C-7 % AsSOCIATES oW 0., VD - �'" �� PO Box 4119 3040 Avemore Square PI. SHEET NUMBER: 7�y T ti Lynchburg. VA24502 Ch.,k,lt- i11e- VA32911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: f 0N'AL � � 40' 0 40' Phuue: 434.316.6080 Phone: 434984.2700 407502-l.dw Cm1 H: 1"--40' 7 of 33 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE ww�w -asx,aale, 214075.02 9 L V: NAT 1 1114114 3 1 C4 0 C v a 'v ri 0 N / 0 t 3 0, aci W g N / .9 - - 1 NOTES: i / — 1. "NO KING" SIGNS OR C6R6 PAINT SHALL BE PROVIDED AT ALL L TIONS I / ETAIN NG W LL NOT DESI NATED FOR PARKING PER 1 - / ETAI ING ALL A D S PPOR S _ / " I ALBEMAR COUNTY FIRE MAR L. / TRANS. / _ —_ - -�_ 1 HAL NOT ENCR ACH VER HE /_; FALL MECHANICAL o - PROP RTY INE _ "NO THRU TRAFFIC" —SOH oH� _ EQUIPME T FROM I o i OHU - OHU �� OHU OHU C iz} - _ m < COORIDO SHALL BE ELIMINA D. -� OHU I OHU '�- OHU OHU OHU -- I I ONU CHU - -__ OHU - CHU OHU — PWR. —►--- — oHU —_ OHU 2 I 1 — TRANS. �- '-ice oHU _- OHU __ ITI '> p �_.._._ OHU OHU OHU -� OHU _ I J I ® — So��� HVAC (TYP) I SEE FIGURE 11 SHEET 31 I ELEC. / J VAULT 13 14 15 - I �- 16 17 18 I ® -- / 20 I ® ® 9 x18 PARKING SPACE (TYP) Ile 21 I 22 COMM. J PULLBOX o 10 10. I I I I I I r_ 23 24 I 1 � 25 ;. RIBBON I I I 9 CG_2 I I 26 / CURB -. 1 J / \ O _ m°' I I i I F 27 /o MM.OX 9J..- -p RETAINING WALL WITH UG ARDRAI — (lYP) I I I I I I I I I r - _ 28 r'�, BY OTHERS. SEPARATE BUILDING OBJECT RIBBON CURB Q4 I I I I I I I r -� 29 J comm. o s PERMIT REQUIRED (TYP.) N I„ I I i I I I I 1 I r 30 _ " GLE P Y R5 � I I r- (T) `\ 9� `s- 4' CG -2 CG -1213 �� ROBJE TRUC RES - CONCRETE- .SIDEWALK 'o. OBJECT 12' 0o a (TYP.) Q / L MODE '' � 6 . 15 -0 -SFMP - - - ROLL - I I I w G- 8 - - - i 3 2 / ® 8 /� � \ � v 6 CONCRETE, SIDEWALK EYE � _ 12B - RIBBON C RB J EN F - - - - ( m STOP SIGN CG 12B CG -2 9 E TYP v CG -1213 �� �A OBJECT L 6 PVC GINEER 1 N WAY �'" �� 'SIGHT 02 ` FOUR SEAT BENCH - - - :.: o. CG 128 100 BOUNCER �SA WOOD -_- - a 6 Q N SURFACE 8 - - - -I EYE CG -2 T2Y0* KOBER WA V 9, 7 i CHAIN F- - - - I '� 1 ' ( P.) �, a (PRIVATE LINK � � � � o � Q � .- � ... � � � CG -2 FENCE 9. _ _ _ / 6'PVC I v - - - -� y DECORATIVE a. CHMARK 39 z L W - BENCH DOUBLE A MONO _ _ = o h 7 a E"' FEATURE DO NOT ENTER SIGN C�NCR! SIDEWAL / W LANDSCAPE 4 ION- 534. 01 ° I ` "� �8 ----� POLE SW WITH m Y I K (TYP) `� ° RETAINING WALL WITH GUARDRAIL 8 m ¢► J BY OTHERS. SEPARATE BUILDING (2) TOT U KETS & �- ��- - o Z 7 Q 12' STOP SIGN ti c0 (2) BE Q �Y o PERMIT REQUIRED (TYP.) w a I I �"'' I 4 CpNCRE SIDWALk< (� - - -� 1 1 4' CONCRETE SIDEWALK TYP 24• - -- v' - -- 8 ON RETAINING WALL DESIGNED v v 6 - - - ;. <. 2 o i N BY OTHERS. w I SEPARATE BUILDING � PERMIT REQUIRED (TYP.) o 24' - - --� "COMMONWEALTH DR. " I L — — — 77 78 79 SO — — NEXT SIGNAL" _ w U 75 76 I — — — 9 I i ( I F — —g,3 — F--"--] 95 7 s� - T - -T --) I 81 �I I I I I I I I I I �1 5 - -- ° I - - -T -� F- T -] T -) 1 I -- -STOP SIGN I � f T -1 I I I I I I I I I I I I I I I I I I I I I I I i I I I I I 1 ON WAY IGN 1 ( I NIVER 1 CK IR I I I I 14, SIGHT DISIfNACE EYE - -- E„ I I I I I I I I I I I EASEMENT (TYP) r� I I I I I I I I I I I I I PROVED Ed (VALET L -_ Ofi 1'1VT R -126 I I 1 I I I : : :: ,gyp CG 12B �:' _ 0 . I I 4 - - - P STOP SIGN-/ moo. IBBON CURB �'o. �� CG -2 C 12B �,� STOP SIGN RI BON CURB q F- 1 RIBBON CURB O`S�PNGE OBJECT OBJECT OBJECT ♦ L - -- �- N N h — 0' SAO' OBJECT CROSWALK OBER WAY - ()OBJECT 10 O TOP CURB �♦' STOP SIGN (NP) 6" SOS ID WHITE E (TYP) (PRIVATE) ROLL TOP CURB U' � I ® 3 ROLL TOP CURB CG -12B 4niG -12B xM ° I r- - -- �� / 1� �S• E I I I II I II I I CG--2 1 1 I I I I 11 I I I I I I 1 1 1 I 61j 1 1 60 1 1 1 1 1 1 1 I 5 1 1 1 1 516 1 1 5,$ I I 514 I I I I I I I I I 11 I I I 6� I I 6>$ M I 6Y 11 66 11 65 1 1 61 I I 63 11 62 1 `�' `i' �_ 1_� I 5� I I 5� I 10.3' 1 I 2 i - -- 1 I 1 1 1 7$ 1 1 72 1 1 71 w 1 I J I L -1 —� L_ —L —� 13' L -1_� �_1- -�- --� �_1 _J LL_� -1 -� I c, L- -1 -J L- -I -J L- t L I ® L- -1 --J , - - � -0 2 OFFSET TYP. ( C) - NP FO MARK R POST I 12 12 ( ( ELEC. ELEC. HVAC (TYP) ' VAULT ° ( ) — — — 20 MM. I MARKER 0 VAULT SE Fl U E 1 SHEET i 31 1 I I STOP SIG I - _ — — — — _ _ — — �I 5 CONCRETE, SIDEWALK T❑ 11 (> ll H VY DU = - I. 5 . CONCRETE S DEWALK comm. NCRETE TYP - - �- - L(E ll TRANS. rlo' MARKER P — — — — — -12Ah C -1 A IQ o '`, � •.... _ -- - -- ELEC. r I*:. _ - -- EMCRGENCY VEHICLE EXIT / -WIT I7 BOLLARDS. PROVIDE -� LOCKS COMPATABLE WITH z INGLEWOOD— - 1 As ( LVF < DRIVE I i WI ALBEMARLE COUNTY FIRE _ J ( AN SAN SAN SAN SAN _ SAN SAN SAN SAN AN AND RESCUE -- — - - -- — - -- - ° comm_ - - -- -- \ o - -- PULLBOX / MH w I REINFORCED GRASS PAVING SYSTEM / "STOP" 1 Fx -v c� D I ° DESIGNED WITH H -25 LOAD RATING / � I 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 DESIGNED BY: PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 NTH OP Dr RU STONEFI ELD BLOCK D2 FINAL 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 �r IF THIS DRAWING IS A REDUCTION ENGINEERS DRAWN BY: FINAL SITE PLAN GRAPHIC SCALE MUST BE USED SURVEYORS Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET RU 6/22/15 v 9 TITLE: H RB T I PLANNERS 1 SCALE: 1 " = 20' DIFIR BY: SITE LAYOUT PLAN C -8 AsSOCIATES DW Po Box 4119 3040 A,e ne Squ.nc PL DISCIPLINE: SCALE: DATE: SHEET NUMBER: ti Lynehhurg,VA2450_' Ch,.loll,e;lle.VA_229„ WWA NUMBER: FILE NAME: I�NAL � � 20' 0 20' Phone: 43a- �'h.6°K° Phone: ,4�JH427���, 407502-SP CIVIL H: 1 " -20' 8 Of .3.3 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE " °' 214075.02 9 V. NIA 11 / 14/ 14 m 3 V N I a N O i c v a 'v t� 0 N a� O t 3 ti W N i E — — — LLJ Ln , \ CG -12A ELEC. _ �v uL C - CG -1 �A _ \ INGLEWOOI� As LVE t•— - - �- I DRIVE w l SA MH J ( AN SAN SAN - SAN SAN SAN SAN SAN SAN AN J ^) RETAINING WALL Wl! GUARDRAIL D BY OTHERS. SEPAR TE BUILDING PERMIT REQOIRED (TYP.) BENCHMARK 400 ELEVATION = 499.39 STOP AND STREET SIGN ` z MH EX —V I �i t RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 SHEET REVISION ■ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 20' 61w%�� 20' 0 20' HYATT P "STOP" z W PARCEL 1 TMP 61W 25 MPH" _SA MH i/ B TOP �ND REEL SIGN MEET EXISTING TOPS OF CURBS, CURB AND GUTTER, GUTTER PANS, SIDEWALKS AND PAVEMENT IN INE AND ON GRADE. PROVIDE MOOTH TRAN ITION AND NSURE OSITIVE DRAT AGE. . — W,A-- SURVEYORS WEENGINEERS PLANNERS ASSOCIATES DESIGNED v : PROJECT : STONEFI ELD BLOCK D2 � FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA 'PT DRAWN BY. Ta DRAWING NUMBER: C-9 TITLE: SITE LAYOUT PLAN oiHR BY: DM✓ SHEET NUMBER: 9 of 33 I I W Ln 1 ADDRESSED COUNTY COMMENTS SCALE: w s H: I V. NIA 2 ADDRESSED COUNTY COMMENTS 3 ADDRESSED COUNTY COMMENTS 4 SIGNATURE SET NO. SHEET REVISION RETAINING WALL Wl! GUARDRAIL D BY OTHERS. SEPAR TE BUILDING PERMIT REQOIRED (TYP.) BENCHMARK 400 ELEVATION = 499.39 STOP AND STREET SIGN ` z MH EX —V I �i t RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 SHEET REVISION ■ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1" = 20' 61w%�� 20' 0 20' HYATT P "STOP" z W PARCEL 1 TMP 61W 25 MPH" _SA MH i/ B TOP �ND REEL SIGN MEET EXISTING TOPS OF CURBS, CURB AND GUTTER, GUTTER PANS, SIDEWALKS AND PAVEMENT IN INE AND ON GRADE. PROVIDE MOOTH TRAN ITION AND NSURE OSITIVE DRAT AGE. . — W,A-- SURVEYORS WEENGINEERS PLANNERS ASSOCIATES DESIGNED v : PROJECT : STONEFI ELD BLOCK D2 � FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA SET REV. N0. 4 DRAWN BY. Ta DRAWING NUMBER: C-9 TITLE: SITE LAYOUT PLAN oiHR BY: DM✓ SHEET NUMBER: 9 of 33 YoB °X4..9 3040 Av"n °'`S229 Lynchburg, VA 24502 Cha, Iuuc,v111e,VA 22911 984 Phone 434316.6080 Phone: 4 ±4.?700 WWA NUMBER: 214075.02 FILE NAME: 407502_SP -2.dW9 DISCIPLINE: CIVIL SCALE: w s H: I V. NIA DATE: 11114114 3 I Q i c 0 vl 'v ti 0 V_ N i 0 r 3 02 W V_ N EXTENT OF GEOGRID AND /OR SOIL NAILING / - - SHORE AS REQUIRED TO BUILD WALL RETAINING WALL (TYP) I I I - - - RETAINING WALL AND SUPPORTS " - - l ', ROT WOLE P SECTION AND I I I SHALL NOT ENCROACH OVER THE - - - I I / PROPERTY LINE - / -LAD ER THAT MAN OLE LDS ARE OUT F 10.2' I CU TING ASI NEC SARY. \ - MAX WALL HEIGHT= PWR. I I TRANS. s 1 1 _ I { \ :i i r -_ I NO THR TRAFFIC" \,:.. U -o D 0 54 H '1 0 O 0 � H U : I i H \.\ U 7 N U O H / U h H : u 4 off _ \ I o ,tea - OHU - �END OF WALL �0 �-�.� off - o "u -- o .' /J PWR. 5 Hu \ _ I HU OHU OH _ 530 _ _ �, off „,u I y� \ 528 5 - - -� ( "D) _ _ � GE "`.� � -_ - _ 4L m G� I- / / - i P 5 / N' OEA =5.�0 74G 13 sr RM MH �` D,3-7 uT�TY EgSF� _7` ELEC. ,� / / / / - 986 PG 70 VAULT - -- � BF= 520.10' 13 ¢ __ - � -_ .54 \ \ J- -- 1 i 15 +00�- - _ FF= 530.10' � 19.43' BF=51 7 -15 _ - ) 991N�GE EMT - STO&� MH J 15 1 \ \ 0 FF= 529.43' FF= 528.76' gF= 518.09 1� - - - -�_ B 940 PG 2 2 r EX- �p FF= 528.09' BF= 517.42 17 18 '> o _ END�OF Wi41_C FF= 527.42' BF =5- 16.48' - 15 L 33 1 - // F= 520.89' --� -- 19.43 18.19' FF= 526.48' FF= 525.81 - - -�0 �S _ 520 20.22 S - 0 S 0 ' , - -fF =59.5.14' BF= 514.47 2T- -- ,� I DB 41 C G 578 0 19.03' 19.49' F( ? .89 - 18.76 18.0 X524 7 p ' ® 18.69 20.22' 81-=513_80 3 520- 986 G 70 / \ - / ST �x fT42 S -� YD -11 FF= 523.80' \ COMM. ES T ) [qMo 1� 1 15.81' 15.14' 12.84' Sj4 BF51.80' / /� YD- PULLBOX - / / / / 10 i x 14.4 1 73 FF= 521.80' � 23 24 19.09 18.8 SAN 84 `O` �# - 13.80' BF= 511.80'• BF= 511.13' 25 \ / BF= 520.22 33 5� 18.15' - m BF= 511.13' 26 o / FF= 530.22' 19.55' 19.33 17.4716.80' 16.17 1 SAN 1 FF= 521.80' FF= 53-.13 27 FF= 521.13 / , �� x e 13F=511.13' 28 P OX 15.19 w / / *; W � - --- W 14.53 S 3.83 •� FF= 521.13' BF= 510.44' COMM. , l / / X TC TC W -w- -� W 14.47' 13 -� .1 11.13 FF= 520.44' FF= 520.44' 29 VAULT / 9 - ,` W 13.17 1 5 12.57' 1 10 6 ' BF= 509.77' 50 BF- 520.22' 19.1 3 T - - 7� 5 TC END OF WALL 250 pc. WALL W 11.50 " x•46 FF= 519.77' BF_509. C T) / 1 / = 530.22' 19.55' 51 W �� W WITH O U N D 10.46 9 7 FF -519. / 1 - 19.15' TC - �� 1 10.64' i _ � : 10.41 __ � . 19.01 14.84 1 EX VEPCO ESMT l l $q� , {�/ DR 418 PG 578 / / 8 18.99, TC 0 10 15.16' -85 Tc _ .25' W2, 510 9 9 x / _ FF 5�3 -~f DR 986 PG 70 FF- 529.55 TC � � 7C .49 ( �- 11.18 �--- -�_ 63'-- 3- � BF- 519.55 14„ 13.83' / 17.88 ��-� 11.12' "` W - -- 42 � Tc � � � MK(WALL •• - WALL o h 18.88 v ,)4) 17.58' HEIGHT =2.0' 12.71' 3 - - 0 N / 18.78' `� 19.14 / ` (\ B 86 -- / / 7 TC 17.30' ch 84 12.71' x 12.03'FF= 512.70' _/ / o BF= 519.55' BW 13.98' , FF= 514.83' 12.83' i _12.03 t s 9. 6 - ATE TC - - � -' • (PRIV -- / / / 18.77 / 14.16 h1� 3 1 1.37 �-1 i33 - / /o/ FF= 529.55' 18.88' ,4X" TC 19.02' 16.59' D W 12" ROOF 1.99' 'I ^ CHMARK 39 w .... 1765 I RAIN LEADER , - ATION= 534.01 !� - - I 11.30' 87 N 'T T 508 T / S�aj 18.95 83 1 1.90 Ly 11.36 Q TW 0 �„� FF= 512.03 TC END OF WALL 13.16 1, �"0 13.49 / ' Z 8 5 ` 6.56' 6.22' EX VARIABLE WIDTH 516 LP 3.2 ' FF��` x 12 ROOF11.36' 0 � O 7 , 506 4.62' 12.16' 504 POWER ESMT I 13.60 13.04' 12.80 / (Z, 110-66- DRAIN LEADER 04 0. h . , DB 4160 PG 199 / - B 14.29- 11.18 �.. 15.26' - 10.59' TW s. o ND -OF W 16.27' 15.5,31' 14.86 M-1 2.5'3' 88 TC TG RtIA1NING ALL DESIGN D 5.70' 4.36 6 1 o.s9' pa BY HERS. BF= 519.68' 19.01' �� .27' 16.20' 82 11.10 FF= 511.36 5 lw I / 12.49' \\ __ / I F= 529.68' v 1 4 :: 1 .87 / FF= 513.16' s r„ 3 1 � fig SEPARA E BUILDING - .87' MAX / WALL 12 42' 11.1 s' 9.96' - --� BW RMIT, RE UIRED (TY 16.56 •1 HEIGHT =2. / 79 80 BW i ow 4• - "COMMONWEALTH DR. " 77 78 10.38' Tw .' 6'x ' "'R4� "NEXT SIGNAL" / 55 / 76 FF= 515.53' FF= 514.53/ 1� 9.89' 245.1 J BW Tyy T 90 92 _ / a J FF= 516.87 F= 516.20' 11.49' �J 89 Tyy 9.37' , FF =508.0 F 07.3- -94 - �5 FF= 506.37' FF= 505.70' - FF= 517.54' / 10.02' � 7 g' TW :' TC -1 97 - rJ 18.53'­'F S � FF= 518.54' � 81 10.30' FF= 510.69 � �� r �- �"� BF- 519.35' 1s.ss' _6 4'x$' FILT RA / 11.28' _ 3 6'x4' FILTERRA \ FF =50 . - = 04.70' I I Q FF= 512.16 ( 10.02' 2 44 24' \ FF= 529.35' T TC 10.16' 9 39' _ _ 17.94' / I 1 - - 0 3 TC 6.04' 5.37' 5.03' I 3.53 12.53 BW 77 1 .49 16 44' 14.87' 14.20' - --t _ h 5.39. x 4.37 3.03' / 3 16.54'I 15.54' K 9.79 s 508 I °D . 8.05 1 4 17.92' 3 MAXI L : t 5.77' 5.32' 5.28' / J 18.01' 11.91 6.37' O HEIGHT -4.3 4.91 4.87' 4.51' 4.47'4.10' 4 3.69' 3.65' 3.28' 3.242.87' 2.83' BF= 518.68' = 14. 4.20'13.52N 13.44 12.72' 12.6 $AN $AN h Nf/$ NdS / / Y FF= 528.68' O _ N`dS is O I ROTATE MH LID OUT SAN �� _ _ �_ `'�� s 8 , W W K_OB V�7�' g0b` e 27.$1/ 2 OF CURB TYP '�� 4 9 33.9.25 4' 6.90' 45• s.o9' W- W W W W W W W Dc 10.68' 8 2' 71 7.63' 4.96' 4.64' 4.61' 3.89'3.57' 3.35' 3.03 2.99 2.67' 2.64' 2.32 17.69 '� 1 12.96' 12.20 11 11.37' 10.0 4 4.82'4.97;; PRIV T 3.93' ' 14X47 14.39 � 13.64' 12.88' 12.12 50� 3 17.70 4j 15.22 15.15 �N o 18.01' _ , BF= 518.68 57 3 4.96' 3 3 FF= 528.68 i . 5.29' 4.63' 4.30' / 3.04' 2.71' 8.99 8.32 5.98 ' 12.21' 11.54' 9.99' 7.65' 6.98' W L4.30'A v 7' 7.58' 2 4 3' 17.75' 1 14.55' 13. 8' 12.88 h� 6.08 / 4.28' � N � 172' 6 15.55' 13.71' 46. 4.25' (/ / 60 m 1 22 66 65 64 62 ' 61 FF= 505.63' 57 6 55 _54 17.76 ! 70 FF =69 8' F -68 _6 FF= 509.66' FF= 508.99 _63 FF= 506.65' TC FF =505 96' -59 58 FF= 504.97' F 4 4 FF= 503.71' FF= 503.38 TC <; FF 505.30' FF= 504.97 Q � ° / I � F 5 2.21 I FF -5 0.66 FF= 508.32 FF- 507.65 - 2 18.68' 73 51 71 FF= 513.55' 12" ROOF ROOF DRA N COLLECTOR I BF= 519.35 I 74 FF= 516.22' FF =515.22 FF 514.55' ROTATE MH DRAIN PIPES TO E INSTALLE RpT E MH 5.29 - - FF= 529.35' FF= 516.89' LID OUT- LEADER IN ROAD ACCESS EASEMENT 9 7.3� 2 .99 3 ROTATE MH OF CURB h0� (TYP OF OF URB _ - - - l - 2.ZL ELEC. 18.05' LID OUT FO MARK R POST 3.04' 3 ELEC. I 94 6' 3.3 �� A ut� VAULT ' / o 1 18.05 OF CURB MM. �Q�. 7 v 4.63' 30' 4A MARKER 1: / I I 18.68' ,_ � (NP) .. :. : 24 STORM MH - - _ - BF= 519.35 _ _ . x FF 529.35 \ V. 11 7 9.89' 5. 8'` _ 4 9 j_ -4 60'- ___� 9 T❑ 3.38_ 17.79 1 .45' I / $ �_ ' 0.67 5'. 89 24'91' C.ON'40' 98.1 0.82 0.23 0:0 _ / _ 0.88 TANS. ' 1 s.4s' - �. 7 13.2 50 506 �- 504 - - 502 - �� 500 / 498 - - - ii _1 - - -- -- - - - -- - - - - - -- - - 5p0 EKE -ls$4' 14 512 � I ,.:' + 0 � - - 526 5 _ �auLr� ( �- w 0 STO MH C� I - - 99.49' - I.X-26 s- I T T co S ORM MH I 3 J i c. :. 524 N � D x n 0 o AS VE • LLARDS- _- o � INGLEW(70I� 1.01 STORM MH ' - GRASSCRETE I DRIVE > 1.02' E 27 Ex -27 I � � �W W W I W W W W W W - W W W �AAJ -{ - �Ai�t HIV - SAN A N 0 20 / - comm. \1 � 7 a PULLBOX V MH \ Ex -V W W , EX 23' INGRESS/ 1W W / sT I EGRESS EASEMENT D N �- W W DR 4135 PG 249 STORM MH z NOTE: I 1 W Ex- 110 I STORM INLET '6D4 W DB 4135 PG 215 PLAT � �? / EX 15' POWER ESMT STORMWATER PIPES AND STRUCTURES STORM INLET -� - - - DR 4160 PG 199 SHALL BE PRIVATE AND MAINTAINED Lx -6g EX 20' ACSA EX -68 PER COVENANTS AND RESTRICTIONS. WATER EASEMENT DR 4,591 PC Z,31 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 ,H OI, SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 Irr _ DESIGNED RU : PROJECT: STONEFI ELD BLOCK D2 SURVEYORS ENGINEERS FINAL SITE PLAN / _�jp 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 �'.�, IF THIS DRAWING IS A REDUCTION DRAWN BY. 4 SIGNATURE SET RU 6/22/15 t� GRAPHIC SCALE MUST BE USED , Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: RB T I I SCALE: 1 " = 20' PLANNERS DIHR BY: TITLE: GRADING AND DRAINAGE PLAN C -10 0 _ Z Z_ ww� ASSOCIATES D PO Box 41 19 3040 Ave, Syuarc PI. SHEET NUMBER: ti i_y'l M)urg. VA 24502 Char :l,usville VA­9 11 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: { s�f ���' , , Phone. 434316.6080 Phone: 434.9842700 CIVIL H: 1 " =20' 1 0 Q I �� NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 6NAL 20 0 20 ww.w wussoc,Hcs net 214075.02 407502 GP -1.dwg V. NIA 11 / 14/ 14 3 N C9 0 c v a 0 Sri r\ N i O t at 1°_ I ., W rn N / • • 1 I WAM =1 WOW Owl WIN! ' �,� ' •' !:-� //' :� �' ��� i_ EWA awl loom • pit 11��� • • r��� • • - • �L....�_ a �.._._. • .!' _ - 1 • ----, �.��� •. . _ .all, �'1�'�,i1 �,..�.,� • � 73yeall • - •: ,. ��� 1 tool i -� - G i � �.� ®, � = ► �L— i���il � of .,7•► — �■ ■■a� i won , — Vii•' -�Eli • 1 .,, � I � � \ her '.�. 11 li • • 'ems J._ P I • •, awl I . �� ,. � • � ► X11 ���'■��C{► ■ \� s � Avg • �1 �� •' • • i ' . • '44p ' © '• ` • 11 111 'EEL F. • 14® _:/1 .,/ • �if �� �� �� ••�aI .. , �� r w '' w�"i •: I, • 1 ;14§% ,. /;► � � .• 'I Ih I 7► � ,a,.l I �,���� I� i �� � I� i ►111�� _,1 �� Ell w ` m iI�I I� � �" °� � � 11111111111 __ � +�� • - „ , . : ��' Illlal L" 11111'! IY E: `� lSll� -' 1 �` ■ 111!1 IY � '�` 11 1111 Y 1111 II � ,'�' 1 � w ,�� II = _ -_ ! � - 1 1 IIIIIiIwf :. � 1. �11111111i1i �•ii��•.�1 �llllll�lll• .��illlllll; 111111111lI wllllllll�� 111111119/ wlllllllll -- I:,lllw ! �. •- wl►!i!il111111 w1111111i1 ��® 111111111■ �hwisls!IiIIf1 "N111110111NME101111110 = _... � 111111�� L .� i . Iw�i�i ,�wl ■- ■■�_ — — ■�/ IFS �s�, I � „� 1JI�1). It Pill" -Omlim &wk Wwl • - �, bd Ell , .. Gym ' • ... • •• - �. 20' ACSA \ STORM INLET J DRAWN BY: Ta E~ TITLE: GRADING AND DRAINAGE PLAN EX -68 R 4Z91 EASEMENT PC I L RU 4/17/15 SHEET NUMBER: 1 1 of 33 1 5/12/15 ADDRESSED COUNTY COMMENTS 2 SCALE: H: 1 • =20' V. NIA ADDRESSED COUNTY COMMENTS 3 ADDRESSED COUNTY COMMENTS 4 SIGNATURE SET 0 o D 1 t EX 23' INGRESS/ _ o EGRESS EASEMENT D DB 4135 PG 249 STORM MH J z DB 4135 PG 215 PLAT EX-110 STORM MH EX PUBLIC EX -109 DRAINAGE EASEMENT STORM MH OF "G I WA N0. �ssIONAL E��ti SHEET REVISION BY DATE NO. SHEET REVISION BY DATE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' i z NOTE: HYarr PLACE "STOP" z STORMWATER PIPES AND STRUCTURES s1cN W SHALL BE P W RIVATE AND MAINTAINED PARCEL 1 TMP 61 W- 3 -19A '25 MPH" PER COVENANTS AND RESTRICTIONS. W - DESIGNED BY PROJECT- SET REV NO ENGINEERS SURVEYORS RU \ MH EX -V DRAWN BY: Ta E~ TITLE: GRADING AND DRAINAGE PLAN PLANNERS C -1 1 L RU 4/17/15 SHEET NUMBER: 1 1 of 33 RU 5/12/15 WWA NUMBER: 214075.02 RU 6/5/15 SCALE: H: 1 • =20' V. NIA DATE: 1 1 / 14/14 RU 6/22/15 0 o D 1 t EX 23' INGRESS/ _ o EGRESS EASEMENT D DB 4135 PG 249 STORM MH J z DB 4135 PG 215 PLAT EX-110 STORM MH EX PUBLIC EX -109 DRAINAGE EASEMENT STORM MH OF "G I WA N0. �ssIONAL E��ti SHEET REVISION BY DATE NO. SHEET REVISION BY DATE IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' i z NOTE: HYarr PLACE "STOP" z STORMWATER PIPES AND STRUCTURES s1cN W SHALL BE P W RIVATE AND MAINTAINED PARCEL 1 TMP 61 W- 3 -19A '25 MPH" PER COVENANTS AND RESTRICTIONS. W - DESIGNED BY PROJECT- SET REV NO ENGINEERS SURVEYORS RU STONEFIELD BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA 4 DRAWN BY: Ta DRAWING NUMBER: TITLE: GRADING AND DRAINAGE PLAN PLANNERS C -1 1 DIHR BY: DW SHEET NUMBER: 1 1 of 33 .ASSOCIATES Po Bm 4119 3040 A- nu— Sq.— Pi. Lynd,bu,e. VA 24502 Charlotte-11c. VA 22911 Phone: 434.116.6080 Phone 434.984.270° � —wkwassoc;n,c�, nc., WWA NUMBER: 214075.02 FILE NAME: 40 502 cP -2.dwg DISCIPLINE: CIVIL SCALE: H: 1 • =20' V. NIA DATE: 1 1 / 14/14 of 3 I N 0 n 0 i c 0 'a a� cn 'v ii N O O N O a� O t c 3 F� I a� c v W N i � i v S� COMM. VAULT EX VEPCO ESMT DB 418 PG 578 DB 986 PG 70 OHU OH 2 / - - _ _ _ - - off / / /_a BU `GS 4 STO TES HIGH _S.HAt L T= r - - - / - VE A BACK N �" }`'E. \� ) DB/ U 10TY EAS Gil ii � - - - - _ 7n� P EN: - I IN EL P 0 FII E Y - 1 2 _STORM `� �51 g5 `(p�� }N - DISTURBED REAS L. I ELEC. / - - --D 986 PG 70 - YD ��� -_� / i - VAULT l \ o // / / / / / 12 - -_ _ BF =520.10' 1 3 14 %- �� FF= 530.10' BF-51 78 FF- 529.43' FF= 528.76' 1 LINAGE E MT STQ4w- MH BF= 518.09' 6- _ _ B 940 PG 2 2 - EX- - - / BLDG 13 FF= 528.09' BF= 517.42 17 4 1815 /11 METER C INET FF- 527.42' BF -51 6� 1 9 - - - EX 2 / YD 19 _ �BF =520.89'x- BLDG 12 I FF= 526.48' FF= 525.81' BF =515.14' �� O '`; E G -2� / __ _ _ -F- €=52.5_14' F51247' 2�- DB 41 G 578 EW WATER �F= 513.80' 8 -- / / ETER TYP. NEW SEWER TERAL 986 PG 70 / 5 METER C BINET ( FF= 523.80' _ YD-11 - W� BRASS C EANOUT COMM. FOR TRAFFIC OARING (TYP. BF-511.80' PULLBOX o / 10 1 CONNECT SA 11 FF= 521.80' 23 24 - I / BF= 520.22' 45 LATERALS TO IN BF= 511.80 BF= 511.13 25 • H � ? , / FF= 521.80' FF= 521.13' BF= 511.1X� 26 FF= 530.22' RV l +Q y- ' 5.13' BF =511.13, P OX 27 / / NEW W W W t I FF= 521.13' 13F=51 0.44' 28 D / 14 +71.12 2 �x WATERLINE 'A' W -WI 1 " WAT ' FF= 520.44' BF-52o.44' 29 9 O _ , 21 +00 W 1W TERAL .)� - - 50 \ .: >:, - - 6.51 :; / FFF= 5109.77' BF= 509. <.. BF- 520.22' A - �� , (T) / 250 - - - BLDG 29 FF =519.7 2 / � F = 530.22' / -____ W W 1 "x6" TEE •` ETEi2 U _ I +0 :. / -gee- - 22.5 YD -- - -- '�-- 0 / /.:.:/ HB 4,A', - --MET C BI i " uL -- W 1 -8 x6 � u,• . lc/ 8 1 -8" GV �_ � � � 85 / / -8 "x8" T •. W SM --- 00 -_ BF= 519.55' Q FF =53, + -__�" GV ,,> 19 -- �N T / - FF= 529.55' `` - - -- .. W / / 2 NEW FH ° S LA-27 - - -- 1 +0 ASSEMBLY EE W/ GV 84 86 2 STO 7 512.70' 7/ FF= 514.83 F= 519.55' BFF= 529.55' � '! NO. SHEET REVISION BY DATE NO. �s` ,10NAL SHEET REVISION BY DATE SCALE: 1 " = 20' 20' 0 20' YLANNERS ASSOCIATES PO Box 4119 3040 Avemore Square PI. I.ynchhur VA 2450 Ch.. 1 u , dl, VA 22911 e. Phon 434.316.6080 Phon 4319842700 ,t, ,u "ociat n t 111 LL. DIHR BY: WATER & SANITARY SEWER LAYOUT PLAN C -12 DMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 214075.02 1407502_SS-1.dwg CmL H: N "A 0' 1 1 /14/14 12 of 33 v� 3 N I �I 0 n O / c v a v cn 'v N O O N O t 3 F� a, aci W N E� [~ STORM MH � STORM INLET I W EX- 1 10 I STORM MH D EX -68 HYATT PLACE SIGN STOP z Ex -1o9 PARCEL 1 4 ' TMP 61 W3 -19A STORM MH '25 MPH" 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 DESIGNED U : PROJECT: STONEFI ELD BLOCK D2 SET REV. N0. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 �,TH OF �r 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ��' IF THIS DRAWING IS A REDUCTION � ENGINEERS DRAWN BY. FINAL SITE PLAN SURVEYORS ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: GRAPHIC SCALE MUST BE USED 4 SIGNATURE SET RU 6/22/15 v , Ta H RB T I PLANNERS TITLE: I SCALE: 1 " = 20' DIHR BY. WATER & SANITARY SEWER LAYOUT PLAN C -13 ASSOCIATES oMJ PO Box 4119 3040 Aw—) e Square PI. SHEET NUMBER: ti Lynchhurg.VA24502 �h�l,�„�.� »��, WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. ssr E�6 Phonc 434.316.6080 Phone 434.984.2700 CIVIL H: 1 • =z0' 13 of 33 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ANAL 20 0 20 —w,,„. soc.ne,.n,t 214075.02 407502—SS-2.d wg V. NIA 11/14/14 3 v i C4 O i c 0 a h 'o ti 0 Ui V_ N i 0 t c 3 !20 I a, W N i E; 9 +50 10 +00 10 +50 PROFILE VIEW: STORM 246 - 246.1 YD - 46 46.1 441 535 N -- o 0 535 e o °r°- 545 535 to 530 _ � nn - - 530 530 ono _ . c 'a �_ o 530 _ 525 io is ° O � ~ _- 525 520 ING GRADE 540 rECL. _ 520 525 520 540 515 510 NEW 515 540 520 515 °- 2L 12» DPE 0 - a - CV 515 510 - 535 535 _ _ 510 510 505 NEW' 495 j n G 505 505 412.08X 535 505 - _ Lf; OF RADE 500 _ 480 15" HD - E ®fi - - 500 495 - ,_, r 7 Ill 530 }896 495 500 ^^ - �. 4 490 495 525 490 - `r`I� 530 .. _ _ `I - n 490 - n LO 490 � L•F. OF 485 . . c « � + I 485 HDPE 0 .52% 490 II°to 485 EX 4.0LIuE II - 485 10 2 -� oz z « « n + 460 525 A 'r 480 - ? ?� 0zzz ?_ o 480 4802 LI:, ?z 515 _ N -G 480 9 +50 10 +00 10 +50 PROFILE VIEW: STORM 246 - 246.1 10 +00 10 +50 11+00 PROFILE VIEW: STORM YD -17 - YD -25 YD N YD 24 YD- 5 - 441 535 N -- 525 -� _ 535 c� 247 °r°- 545 - to 530 _ 520 - - - 530 - ono �- o 0o . O 545 �_ o o _ 525 515 O � ~ _- 525 520 ING GRADE 540 rECL. _ 520 515 i _ 540 515 510 NEW 515 540 - 5.4 LF. OF NEW °- 2L 12» DPE 0 .47% a - CV 510 500 - 535 535 _ - 510 LO 5 ,5 LF. NEW' 495 505 n G 505 12" HDPE 412.08X 535 505 - _ 505 500 RADE � _ 480 - 500 495 - '-' Ill 530 495 500 ^^ - 4 490 495 525 L - `r`I� 530 I' gw 490 - n LO I � L•F. OF 485 + 1: "' �s « � + I 485 HDPE 0 .52% 490 EX 4.0LIuE - Lf • 01F 10 2 -� oz z 485 oz 460 525 A 'r 480 - ? ?� ?_ 480 10 +00 10 +50 11+00 PROFILE VIEW: STORM YD -17 - YD -25 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY COMMENTS 3 ADDRESSED COUNTY COMMENTS 4 SIGNATURE SET NO. 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: STORM EX -2 - YD -26 SHEET REVISION RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 BY I DATE I NO. X 108 - 2 441 YD-131 N -- 525 -2- - 'c 525 247 J 545 c to -X _ 520 - ¢ 540 - 520 �- o 0o _ - 545 �_ o o _ cV 515 O � ~ 515 EXIS ING GRADE 540 rECL. _ 11� lit 540 515 510 NEW GRADE-,, 540 - 5.4 LF. OF NEW °- 2L 510 N a - CV a0 ►- 500 I 535 535 _ 495 � m LO i ;= 495 505 n G u 485 535 505 - _ € ING RADE � _ 480 535 N 475 '-' Ill 530 475 500 ^^ - 4 500 495 525 L - `r`I� 530 I' gw 495 530 2.5 LF. OF N 15- I L•F. OF EW 5- 490 E NM 525 % '10 37.4 HDPE 0 .52% 490 EX 4.0LIuE _ Lf • 01F 10 2 -� 525 485 530 460 525 A 'r OF 460 485 - _ 12 520 515 _ N -G E z PE - 480 525 a 520 515 LO - 480 - 41.4 L.F. OF- 515 475 12» C MP 07 4% {{II + n - 475 520 510 - 11_ - I o? - o - 510 f ? 470 520 505 -I - 1- 505 » Lulm 505 I - - OF N !PEW 505 (TYP.) 500 1 6 ; X496 - 500 -0 - 1 Ln 12- HD 13E 08.'12 , 515 DoNNECi NSW 5 500 EXI x _ C -_ 00 N { PIPE- ro EX - 46.3 495 515 - +« +n 495 - 495 IN +n . 11 EW _ N 510 7.3 Lf. - - - now - ? O - - . irs ao 490 E - co 510 - r• I ?z » ?z -_ 490 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY COMMENTS 3 ADDRESSED COUNTY COMMENTS 4 SIGNATURE SET NO. 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: STORM EX -2 - YD -26 SHEET REVISION RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 BY I DATE I NO. 10 +00 10 +50 11+00 PROFILE VIEW: STORM EX 108 - 108.1 X 108 108. 245.2 441 - N 525 525 �- - 'c 525 247 J J c to YD -7 520 0° ¢ 540 520 520 �- o 0o o � �_ o o a CL 515 -, - ~ ~ 515 EXIS ING GRADE 515 rECL. _ 510 LO 540 515 510 NEW GRADE-,, - 5.4 LF. OF NEW °- 2L 510 J ^ - 15" HOPE o 500 I 535 _ 495 � m LO i ;= 495 505 n G u 485 _ 505 - _ € ING RADE � _ 480 535 N 475 '-' Ill s 475 500 ^^ - 4 500 495 525 L - `r`I� 470 I' gw 495 530 2.5 LF. OF N 15- I L•F. OF EW 5- 490 E NM 69.f 02� % '10 37.4 HDPE 0 .52% 490 EX 4.0LIuE _ Lf • 01F 10 2 -� OMZZ 485 530 460 525 A 'r OF 460 485 - _ 12 515 _ N -G E z PE - 480 525 a LO 515 480 LLO 475 g + n - 475 520 * ��4 1 - I o? - o 470 _?L?L f ? 470 10 +00 10 +50 11+00 PROFILE VIEW: STORM EX 108 - 108.1 10 +00 10 +50 PROFILE VIEW: STORM 243 - 244 2 3 245.2 441 - 2 110 525 �- -,n 525 247 J cc YD -7 545 - 540 520 �- o 0o I 520 �_ o o CL 515 -, - ~ ~ 515 EXIS ING GRADE 540 rECL. _ 510 LO 540 510 NEW GRADE-,, - 5.4 LF. OF NEW °- 2L 505 J ^ - 15" HOPE 505 500 I 535 500 495 � m LO i ;= 495 490 n 'n 490 485 _ a AL - _ 485 480 � � _ 480 535 N 475 '-' Ill s 475 ^^ - 4 - 470 525 Q, o �. - - `r`I� 470 I' gw 061 r 530 I 525 520 465 + u 37.4 465 - _ Lf • 01F 10 2 -� OMZZ 520 530 460 525 OF 460 10 +00 10 +50 PROFILE VIEW: STORM 243 - 244 SHEET REVISION NOTES: - - - - - -_ -- 1. STRUCTURE TOPS ARE APPROXIMATE. ADJUST TOPS TO FlNAL GRADE. 2. CURB INLETS IN ROLL TOP CURB SECTIONS SHALL HAVE TYPE A NOSING FOR USE IN MOUNTABLE CURBS. CURB INLETS IN CG -2 CURB SECTIONS SHALL HAVE TYPE B NOSING. 3. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES UNLESS SHOWN OTHERWISE. 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 5. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 6. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 7. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 8. 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 SPECIFlCATIONS. t��'TH OP L, r� �SSIDNAL BY DATE X 7.2 245.2 50 Yfi- 1 YD- 2 YD -2 - 545 247 - - YD -7 545 540 _ o �- o 0o I �_ o o 540 -, - : ao - r5c2: o Ln 540 rECL. _ -Fi LO 540 Ill ° O - °- 2L CL J ^ - oo - 0 535 535 N � m LO - ;= - - - n 'n 535 530 a AL - _ u . � _ • 535 530 '-' i s - t9' - a fl - ° 525 - - `r`I� a I' z 530 I 525 520 EXISTMG GRAD 37.4 - _ Lf • 01F 10 2 -� - 520 530 525 OF lrw - - _ 12 515 N -G E 12- H PE - 525 515 510 --p� 520 * ��4 1 510 f 520 505 -I - 1- » Lulm 505 I - - OF N !PEW Eno (TYP.) 500 1 6 ; X496 - -0 - 12- HD 13E 08.'12 500 515 DoNNECi NSW 5 EXI x _ m- -_ A - 495 PIPE- ro EX - 46.3 LF. 515 495 IN EW _ N 510 7.3 Lf. - - - now - 490 - - . irs ao o- . o E - co 510 - r• I M » 490 -_ X • _ © 11j� C cV M � � t - 1, 485 n i j` $ 118 + n �' � « u'' « 485 505 . - - EW 39.4 t 480 1 ?z L? a �z?z ?z ? ?y 480 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 SHEET REVISION NOTES: - - - - - -_ -- 1. STRUCTURE TOPS ARE APPROXIMATE. ADJUST TOPS TO FlNAL GRADE. 2. CURB INLETS IN ROLL TOP CURB SECTIONS SHALL HAVE TYPE A NOSING FOR USE IN MOUNTABLE CURBS. CURB INLETS IN CG -2 CURB SECTIONS SHALL HAVE TYPE B NOSING. 3. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES UNLESS SHOWN OTHERWISE. 4. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 5. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 6. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 7. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 8. 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 SPECIFlCATIONS. t��'TH OP L, r� �SSIDNAL BY DATE 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: STORM 243 - YD -23 ADJUST MH -1 TOP INSTALLED DURING SEDIMENT BASIN INSTALLATION TO FINAL GRADE. _ 2 3 j 245 245.2 248 - 247 248 YD -7 YD-23 540 _ o �- o 0o I �_ o o .o iv : ao to - r5c2: o 540 _ -Fi h n n O n c m J ^ -- 0 t4 535 N � m LO ;= �' - - n 'n a AL M u . � _ • 535 CL -a '-' i s - - a fl _ _ oIII ° N ,-- - `r`I� a I' 530 I - - _ - 530 525 - - _ + 525 520 1 f 520 - 1- Lulm I .. !PEW Eno N GRAD - -0 - 12- HD 13E 08.'12 515 EXI TINS- GRADE _ m- -_ A - 46.3 LF. 515 IN EW 510 7.3 Lf. N now - 1 E 510 » 505 - - EW 39.4 t 505 47. 8 g�4. 5" HDPE ED rna 500 _ - - 45 #- ►2.21 37:0 F. COMP - � 1 500 37.5 LF. _ 101.9 OF - ,� 12- E AM � 69.8 495 OF . + 02.21 - 495 -1 E (YP.) ae - -03.29 490 �� . �► - - �s���i �`��I® 490 � �� •'li ' �' � 485 _ n - 485 NN� pu. - 111'mi -viol rq;l 480 o!b c0' co - - CR mmim - ° co II - M i� - Lq �"°. , �°.;� '�i, iv 480 a : H ,� c Rs -m - - �o Imm ��o - Go rn o IN ^oN 475 $ « �' n oo it n - $ « o n �' ,« « 475 a' - n - oz o z -- o _ : oz - z Q- -- 4701 •, I - _�r'_?z?z . d7z 470 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 PROFILE VIEW: STORM 243 - YD -23 ADJUST MH -1 TOP INSTALLED DURING SEDIMENT BASIN INSTALLATION TO FINAL GRADE. 10+00 + + + + + + + + + 15+00 PROFILE VIEW: STORM EX 25 - YD -21 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemoie Syuure PI. Lynchburg, VA 24502 Chnrlolt , Ile, VA 22911 Phone 114316,6080 Phone: 434.9842700 w��w.ww:L SOCiutex. nct IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' oESIGNE RU : PROJECT: STONEFI ELD BLOCK D2 DRAWN BY: FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: STORM SEWER PROFILES DMd WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 214075.02 407502_PP-1.dwg CML H: � ._ � �. 1 1 / 14/ 14 SET REV. NO. 4 DRAWING NUMBER: C -14 SHEET NUMBER: 14 of 33 al mm 14'a I' I 1- Lulm I Eno -0 m- 11 IN now �� . �► - - �s���i �`��I® ®fir!! � �� •'li ' �' � 111'mi -viol rq;l mmim I I IWAIRM : H I= Imm r � •, I ==I NONE 1 1, 1- 1-. 1 - - L 10+00 + + + + + + + + + 15+00 PROFILE VIEW: STORM EX 25 - YD -21 ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemoie Syuure PI. Lynchburg, VA 24502 Chnrlolt , Ile, VA 22911 Phone 114316,6080 Phone: 434.9842700 w��w.ww:L SOCiutex. nct IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1"= 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' oESIGNE RU : PROJECT: STONEFI ELD BLOCK D2 DRAWN BY: FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA TITLE: DIHR BY: STORM SEWER PROFILES DMd WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 214075.02 407502_PP-1.dwg CML H: � ._ � �. 1 1 / 14/ 14 SET REV. NO. 4 DRAWING NUMBER: C -14 SHEET NUMBER: 14 of 33 3 v I �I O 0 d- i v a 'v O N i 0 At C it t� W N i E, 10 +00 10 +50 11+00 PROFILE VIEW: STORM EX 66 - 242 design high water (routed in hydraflow) € . 66 6 241 Y -1 7.1 42 YD- 234.3 bottom of basin (ft) 515, elevation (ft) contour area (sf) volume(cy) -os 492 2039 Q, MIN. 1.0• ; 3808 515 535 ° • vs .n DRY" STORAGE o _ o • WET • STORAGE - 510 1704.6 6.0 a, 10252 1889.5 I �' 520 EXIS7ING 510 - 0.75 CL - I TO 34 C.Y. / ACRE) a c� . '- length of barrel in saturated zone (Ls) 515 505 number collars required 500 OF NEW dimension of collars - 2.9 emergency spillway: no 505 71 11 39.0 12 li- 72 slope of exist channel (ft /ft) 490 16.1 minimun length of exit channel (ft) 500 8.0 - 530 _ _o EW RADE 500 510 " a._ EXCnNG © o �- 495 i SEDIMENT BASIN GRADE 525 480 495 NEW G 11 L F. 495 490 (�OINiECI PI � 475 DE 2. L.F. ,-, 15" H E 490 1 WOW Ex z A- 505 470 r-, _ 09.531, - TOP OF EMBANKMENT L $ o 7 485 + Ili 15" HOPE N .r 11 + 520 485 485 N p Z 2': o 08.71X 470 480 2, 485 L•F • 5 460' RISER • 460 495 520 480 6• 3 14.1 495 480 465 4" DEWATERI G ORIFICE ELEV. =495.5 495 _ 465 475 CLEANOUT ELEV.= 494.1' OF I 4EW 475 o BOTTOM OF SB ELEV =492.0 490 460 490 515 470 CONNECTION BETWEEN 460 12 • 01.41% 490 I 470 ItIAKIKILLAND FUSER SHALL BE WATERTIGHT OF 465 _' - 465 485 CO � M 510 � 480 -ill 460 i tla 10. - •� 485 �. o 480 460 505 1 - 51X5' 04 m v> 485 OF NEW 455 � CONNECTION BETWEEN n '* tO II + 15" HOPE 455 505 ANTI -SEEP AN BARREL OF EW _ SHALL BE WA TIGHT oz z; oz o 0Z 450 500 26.9 L.F. NEW ?L 12 DPE 450 10 +00 10 +50 11+00 PROFILE VIEW: STORM EX 66 - 242 Sediment Basin #1 Design design high water (routed in hydraflow) 2 6 drainage area (acres) Y -1 7.1 D -2 YD- 234.3 bottom of basin (ft) YD -4 elevation (ft) contour area (sf) volume(cy) -os 492 2039 YD_5 MIN. 1.0• 494 3808 216.6 535 -o 5677 .n DRY" STORAGE N _ 7648 M • WET • STORAGE - _ 1704.6 6.0 a, 10252 1889.5 535 no 520 EXIS7ING . - 0.75 o - I TO 34 C.Y. / ACRE) N c� Q 2yr 21.8 length of barrel in saturated zone (Ls) 515 25yr 31.8 number collars required 500 OF NEW dimension of collars 530 2.9 emergency spillway: no 11 71 11 39.0 12 li- 72 slope of exist channel (ft /ft) 490 16.1 minimun length of exit channel (ft) 495 8.0 crest of spillway (ft) 530 15 _o �' a. so_- 510 " a._ EXCnNG © o �- 495 510 SEDIMENT BASIN GRADE 525 480 495 NEW G E 480 475 PI~EIAF 475 DE Uj ,-, 490 525 1 u z A- 505 470 r-, _ u�, 470 TOP OF EMBANKMENT L $ o 7 485 + Ili + N .r 11 + 520 485 ,F N p Z 2': o -- 470 480 2, O� L L•F • 5 460' RISER • 460 495 520 6• 3 14.1 495 495 465 4" DEWATERI G ORIFICE ELEV. =495.5 495 _ 465 515 CLEANOUT ELEV.= 494.1' OF I 4EW o ?: o BOTTOM OF SB ELEV =492.0 490 460 490 515 CONNECTION BETWEEN 460 12 • 01.41% 490 - 17.2 LF. ItIAKIKILLAND FUSER SHALL BE WATERTIGHT OF 510 _' - 18" HDPE 485 � M 510 � 480 -ill .� ° iA i 5,1 l.F * 93. 485 - 480 505 1 - 51X5' 04 m v> 485 OF NEW 475 CONNECTION BETWEEN 1DP ¢I + 15" HOPE 505 ANTI -SEEP AN BARREL OF EW _ SHALL BE WA TIGHT 0Z 500 26.9 L.F. NEW to to _ C14 N 12 DPE 480 19.8 LF • N 470, 470 i 500 _F 12" _HOPE + N Q +tt� II II S II CD 2 HOPE oz z 495 IP4.12% i 475 .- 411.01% 475 495 490 _ �_ 490 n 0 O - �n 485 GO " x cmv o.-- •,�' ^$ 485 W + o 4 n , 480 t d 0_ z 480 475 - M1- 11-f-I �, ' o _ . o - - a - - _ O .n 475 C4 C14 7_0 M X 470 H '�' Ui W 11`1 tI tRj n 470 } + N + - o�r z z - z - 10 # o , 465 O?z _ d _ 465 Sediment Basin #1 Design design high water (routed in hydraflow) 498.36 495.5 drainage area (acres) 500.5 _ 7.1 top width of dam (ft) basin volumes: (Using Average End Area Method) 234.3 bottom of basin (ft) �ESlsr+ NICH VNATER - (25 -YR, STORM ELEV.} elevation (ft) contour area (sf) volume(cy) -os 492 2039 upstream face slope MIN. 1.0• 494 3808 216.6 475.7 496 5677 567.9 DRY" STORAGE 498 7648 1061.4 • WET • STORAGE 500 9718 1704.6 6.0 500.5 10252 1889.5 collars: no 520 EXIS7ING depth of water at spillway crest (ft) SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED 0.75 slope of upstream face (ZA ) - I TO 34 C.Y. / ACRE) wet storage: wet storage required (cy) (67*DA) dewatenng orifice elevation (ft) wet storage provided at this elevation (cy) available volume before cleanout (cy) (33*DA) cleanout elevation (ft) distance from cleanout to orifice (ft) (> 1') dry storage: dry storage required (cy) (67*DA) principle spillway crest (ft) dry storage provided at this elevation (cy) diameter of dewatering orifice (in) (SEE NOTE) diameter of flexible tubing (in) (orifice +2 ") runoff: C (use 0.45 for bare earth) tc (min) 1 2yr 4.1 1 25yr 6.0 principle spillway: available head (ft) diameter riser (in) spillway capacity @ 1' head, Qp (cfs) trashrack diameter (in) barrel length (ft) head on barrel through embankment (ft) diameter of barrel (in) barrel inv In (ft) barrel inv. Out (ft) 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: STORM 246 - YD -5 MIN. t'W/ SPILLWAY CREST OF EMERGENCY 2' WITHOUT SPILLWAY RISER CREST � CEERING 475.7 design high water (routed in hydraflow) 498.36 495.5 top of dam (ft) 500.5 _ 480.1 top width of dam (ft) 6.0 234.3 bottom of basin (ft) 492.0 494.1 approx. bottom dimensions: 204'x 10' 1.4 upstream face slope 2:1 EX downstream face slope: 2:1 475.7 baffles: No 497.6 length of flow, L (ft) 105.0 475.7 effective width, We (ft) 49.5 4.0 L / We (baffles required if < 2) 21 6.0 '- 520 '- collars: no 520 EXIS7ING depth of water at spillway crest (ft) 0 0.75 slope of upstream face (ZA ) - I 10.2 slope of barrel (Sb) o Q 2yr 21.8 length of barrel in saturated zone (Ls) 515 25yr 31.8 number collars required 500 OF NEW dimension of collars 510 2.9 emergency spillway: no 48 required capacity (Q25 -Qp) (cfs) 510 39.0 bottom width (ft) 35 S �.F • 72 slope of exist channel (ft /ft) 490 16.1 minimun length of exit channel (ft) 495 8.0 crest of spillway (ft) 505 15 505 490.4 OF EW W 510 _ 490.21 500 EXCnNG 12 +00 12 +50 STR 25.2 REMOVE DI -7 TOP 10 +00 10 +50 PROFILE VIEW: STORM YD -3 - YD -3.1 YD 3 11 YD -3. Lz,--, 22 ; �r a, 535 515 to 535 515 -- o 25 EX 2 .2 1 SB RISER o EX 530 - AL LO _ b 510 530 =o o� a- 131- 0$ 505 525 '- 520 '- 505 525 520 EXIS7ING GRADE 0 _ if - I 520 o 23.5 L.F. 500 515 NEW GRADE 505 500 OF NEW 515 510 N GRADE 500 24 ". HD PI 510 GRAD 35 S �.F • 04 3 495 490 505 •_ 495 490 t301C:�lE1A► 505 _ 505 485 OF EW W 510 _ 500 EXCnNG 04x5% 500 495 510 SEDIMENT BASIN GRADE 480 495 NEW G E 480 475 490 475 -_ o Uj ,-, 490 1 u N 505 470 r-, _ u�, 470 TOP OF EMBANKMENT L $ o 7 485 + Ili + N .r 11 + ! 485 ,F 1 p Z 2': o -- 470 480 2, O� L L•F • 5 460' RISER 10 +00 10 +50 PROFILE VIEW: STORM YD -3 - YD -3.1 10 +00 10 +50 PROFILE VIEW: STORM EX 23 - 23.2 EX 23123' 11 2 Lz,--, 22 is coo co 515 to 4 515 -- o 25 EX 2 .2 1 SB RISER o EX 510 - min 'j- oo° . M _ b 510 =o o� 4o 510 0$ 505 if '- 520 '- 505 EXISTING GRADE­,, n od a- 0 _ if 500 520 o 23.5 L.F. 500 EXISTING GRADE 505 500 OF NEW 'w N GRADE 500 24 ". HD PI 495 GRAD 04 3 495 490 505 •_ 495 490 t301C:�lE1A► 16,-9 � L _ 505 485 OF EW W 510 _ 485 EXCnNG 24" HOPE 05.26% 510 SEDIMENT BASIN GRADE 480 NEW G E 480 475 475 505 6.00' ,-, .� 1 u N 505 470 r-, _ _ . 470 TOP OF EMBANKMENT L $ o 7 465 °+ .r 11 + ! 465 ,F 1 # STORM WSE =498.36' 470 "p2 2, O� L L•F • 5 460' RISER • 460 10 +00 10 +50 PROFILE VIEW: STORM EX 23 - 23.2 10 +00 10 +50 PROFILE VIEW: SEDIMENT BASIN OUTFALL 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 TH 01P 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 �r 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ✓,A 4 SIGNATURE SET RU 6/22/15 V H RB T I tp. °.�� Z_-/ SSf ONAL NO. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE 11 +00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED HORZ: 1 " = 20' 20' 0 20' 49 0 4' VERT: 1 " = 4' wu ENGINEERS 01 SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Syuare PI. Lynchhurg. VA 24501 Ch,.Iohovville, VA 22911 Phone 434316.6080 Phone- 434984.2700 EX 27.1 2 AND REPLACE: WITH MH -1 TO 2 .1 515 23. 'vs NEW TOP = 498.66' _ 525 25 EX 2 .2 1 SB RISER o EX -Q - _ n 525 _ b � cn 510 510 0$ 200 if 520 510 _ M 2 u p _I n od a- 0 _ if 520 o o EXISTING GRADE 505 500 'w 515 GRADE 500 GRAD 495 515 505 •_ 495 Z t301C:�lE1A► # _ 505 490 IX PIPE 70 510 011.64% EXCnNG GRADE 510 SEDIMENT BASIN GRADE NEW G E 480 � 505 6.00' : I _ 475 505 r-, 500 TOP OF EMBANKMENT ELEV.= 500.5 7 500 500 470 ,F 1 25 STORM WSE =498.36' 470 - L•F • 5 RISER CREST ELEV �= 497.6► 495 6• 495 495 465 4" DEWATERI G ORIFICE ELEV. =495.5 495 _ 465 CLEANOUT ELEV.= 494.1' o ?: o BOTTOM OF SB ELEV =492.0 490 460 490 i, CONNECTION BETWEEN 460 490 490 - 17.2 LF. ItIAKIKILLAND FUSER SHALL BE WATERTIGHT OF 485 ,--,r- - 18" HDPE 485 � M ®2A9% � 480 -ill .� ° iA STA 10 +30 485 - 480 1 - 51X5' 04 m v> 485 OF NEW 475 CONNECTION BETWEEN + ¢I + 15" HOPE 475 ANTI -SEEP AN BARREL 01.18% SHALL BE WA TIGHT 0Z 480 to to _ C14 N _ " 480 _ (0U7 N co co 4M co 04 • N 470, 470 i N°� N + N Q +tt� II II S II CD s oz z i 475 _ 475 10 +00 10 +50 PROFILE VIEW: SEDIMENT BASIN OUTFALL 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 TH 01P 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 �r 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ✓,A 4 SIGNATURE SET RU 6/22/15 V H RB T I tp. °.�� Z_-/ SSf ONAL NO. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE 11 +00 IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED HORZ: 1 " = 20' 20' 0 20' 49 0 4' VERT: 1 " = 4' wu ENGINEERS 01 SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Avemore Syuare PI. Lynchhurg. VA 24501 Ch,.Iohovville, VA 22911 Phone 434316.6080 Phone- 434984.2700 10 +00 10 +50 11+00 11+50 PROFILE VIEW: STORM 23.1 - 23.3 EX 27.1 2 40 2 .1 515 23. 'vs _ 525 oo o -Q - _ n 525 510 °'`n if 520 510 _ M IcL _ 0 _ if 520 o a 505 500 ,-EXISTING 515 GRADE 500 NEW GRAD 495 515 3.4 L •_ 495 t301C:�lE1A► # 15" H PE 490 IX PIPE 70 510 011.64% EXCnNG GRADE 510 NEW G E 480 505 475 : I _ 475 505 r-, 500 470 U-'- - -o- 500 470 - L•F • 5 495 6• 495 465 n n 465 o ?: o L 490 460 i, 460 490 485 ,--,r- 485 � M � 480 -ill .� ° iA 1 480 04 m v> 475 + ¢I + I 475 0Z 470 _ 470, 470 10 +00 10 +50 11+00 11+50 PROFILE VIEW: STORM 23.1 - 23.3 10 +00 10 +50 PROFILE VIEW: STORM EX 27.1 - 240 NOTES: 1. STRUCTURE TOPS SHOWN ARE APPROXIMATE. ADJUST TOPS TO FINAL GRADE. 2. CURB INLETS IN ROLL TOP CURB SECTIONS SHALL HAVE TYPE A NOSING FOR USE IN MOUNTABLE CURBS. CURB INLETS IN CG -2 CURB SECTIONS SHALL HAVE TYPE B NOSING. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 6. ALL MH -1 STRUCTURES ARE 4- INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 7. 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. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' E:�= 50' 0 50' HORZ: 1" = 50' DESIGNED BY: PROJECT: SET REV. NO. RU STONEFIELD BLOCK D2 c<p� 4 DRAWN BY: FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: STORM SEWER PROFILES C -15 DMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 214075.02 407502- PP -4.dwg CML H: AS SHOWN 111141141 15 of 33 V: AS SHOWN EX 27.1 2 40 515 : _ -CAP 'vs _ 515 n 510 °'`n if 510 IcL 0 505 505 500 ,-EXISTING GRADE 500 NEW GRAD 495 3.4 L •_ 495 t301C:�lE1A► # 15" H PE 490 IX PIPE 70 011.64% 490 485 485 480 480 475 : I _ 475 r-, 470 U-'- - -o- 470 465 n n 465 o ?: o L 460 460 10 +00 10 +50 PROFILE VIEW: STORM EX 27.1 - 240 NOTES: 1. STRUCTURE TOPS SHOWN ARE APPROXIMATE. ADJUST TOPS TO FINAL GRADE. 2. CURB INLETS IN ROLL TOP CURB SECTIONS SHALL HAVE TYPE A NOSING FOR USE IN MOUNTABLE CURBS. CURB INLETS IN CG -2 CURB SECTIONS SHALL HAVE TYPE B NOSING. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 3. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4'. 4. SAFETY SLABS (SL -1) ARE REQUIRED FOR MANHOLES WITH DEPTHS GREATER THAN 12'. 5. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 6. ALL MH -1 STRUCTURES ARE 4- INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 7. 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. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' E:�= 50' 0 50' HORZ: 1" = 50' DESIGNED BY: PROJECT: SET REV. NO. RU STONEFIELD BLOCK D2 c<p� 4 DRAWN BY: FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: STORM SEWER PROFILES C -15 DMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 214075.02 407502- PP -4.dwg CML H: AS SHOWN 111141141 15 of 33 V: AS SHOWN 3 v N I 0 i c O CL 'v Ii 0 ui 0 .t• N a� 0 r c 3 F� 0 aci W N i ► 1 9 +50 10 +00 10 +50 11+00 11+5,0 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 PROFILE VSKWITARY A CA (A __ ! AW AX YBA YBB 530 AS 530 _ AT 4AV -- _ _ � y 525 525 530 530 _ p N _ yA11 520 - : _ - d W _ 520 _ _ „ °� XtSTING GRADE .r, _ : d°: 525 525 515 iSTtNG l GRADE - i s - _ 520 515 520 ° _ � i a � + a N GRADE I a- 520 ! � � • � AQ � I� 520 515 . � EX]ISTIN - GPj DE - o. I 515 o r, `� — ± — � i -- _ 4. _ 505 515 _ _ 58.9 L _ OF NEW 510 _ 8" SDR - .78% 12" -#A 14. - 500 - 510 - 510 : 495 _ _ - - 12" 515 'I � O �- - -gip I DR .35: _ _ © 505 490 ( P.) 500 _d© f- 490 5 _ 505 500 485 _ { 500 - 13 7 L.. OF t �VG Ell 3.65 485 c� __ . m 500 ,I 480 - - NEW GRADE 480 510 Ln 495 g_4F, NCI ' In - _ M Ili u 475 475 490 4 95 _ - -- 470?L?r?LI 490 C3 t 470 490 _ o tt _ _ 485 _ 505 ^x - _ 490 4 85 �n - o ao _ _ - 485 480 INSM�L� AIR ON - r - c r - _- N ' i -1- 480 — - In 1 MLo_ -- _ - 475 m 500 STUBOu�'• D n VERIFY LOCAII N 480 _ -� a ins _ - ao cv c 475 } " _ _ V+ _ - , _ _ 480 LO N i. ui � '� '.. _. _.__. r ¢p ,:' - - - -_ r - - -__ _. _ _ -. {_cV _Iii 06 1Li 01 I17 OF UT PRIOR -. - 475 (o n - a (TYP.) ! _ M n iI, ,n 475 396.D LF. 0 NEW CDR 5 PVC x0.51 - 470 TO �e�oN + + r z z Z Z - 470 t�j ? ? ?z 495 _ �, ?r?L - -- � - 470 NEW-- - -- - - - - - - -- - - - -- 1 5 Lf. - F NEW - _ .. SOR 5 PVC 00.51 490 i _ 67.8 F. OF NEW j 80 S R-35 FVU - 4 485 61.3 F. OF NEW-/ 8 -35 INC 06 7396 - as - 480 m_ e> ca _ . _ 00 o _ _ _ a N - _ _ _ . tea- _ a 3 r - - oO S� � — CVO � Of — W + Q -- _ L N_ _0 @� D �'' 475 g n° n '� � n '� M - + + + + _ °— ll ° .r ° _ _ a ? °? u a ° _ 470 ?z �z, 9 +50 10 +00 10 +50 11+00 11+5,0 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 PROFILE VSKWITARY A 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 PROFILE VIEW: SANITARY B 14 +00 14 +50 15 +00 15 +50 CA (A __ YAZ AW AX YBA YBB 530 530 _ 4AV -- _ _ � 525 ,; 530 530 _ p N _ 525 520 - - _ d W 520 525 „ °� _ .r, _ : d°: 525 525 515 iSTtNG l GRADE - i s - _ 520 515 520 ° _ � i a � + a N GRADE I a- � ! � CL 520 515 EX]ISTIN - GPj DE - �-- 515 - 1 505 515 -- _ _ 505 515 _ 58.9 L _ OF NEW 510 _ 8" SDR - .78% 12" -#A 14. - 500 - 510 - 510 : 495 _ _ - - 12" MIN. 'I � - DR .35: .3796 _ 505 490 ( P.) 500 490 5 _ 505 500 485 _ { 500 - 13 7 L.. OF t �VG Ell 3.65 485 c� __ . m 500 ,I 480 N• 0o N N' - � _ 480 C11 Ln 495 g_4F, NCI ' In - _ M Ili u 475 475 490 4 95 _ - -- 470?L?r?LI 490 C3 t 470 490 _ o tt _ _ 485 _ ^x - _ 490 4 85 �n - o ao _ _ - 485 480 �`►�_ - ao- - r - c r - _- N ' i 480 485 In 1 MLo_ -- _ - 475 m w { n 480 _ -� a ins R - ao cv c 475 � °a _ V+ _ - , _ _ 480 LO N i. ui � '� '.. _. _.__. r ¢p ,:' - - - -_ r - - -__ _. _ _ -. {_cV _Iii 06 1Li 01 I17 _. _ -.. -. - 475 (o n n.,A a n ! M n iI, ,n 475 - 470 + + + r z z Z Z - 470 t�j ? ? ?z �, ?r?L 470 9 +50 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 PROFILE VIEW: SANITARY B 14 +00 14 +50 15 +00 15 +50 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: SANITARY D CA (A YAZ 530 YBA YBB 530 530 525 ° In - 530 n . 525 520 - 520 _ LO E- .r, 525 515 iSTtNG l GRADE - i s - _ 520 515 � ° _ � � ° � 0 _ 510 510 515 505 -- _ _ 505 515 _ 58.9 L _ OF NEW 500 _ 8" SDR - .78% 12" -#A 14. 500 - 510 505 495 _ _ - - • pF 1;4� 9.3 4� 3.47% 'I � 495 - 490 500 490 O F 1,N 485 _ { 500 : 485 c� . m ,I 480 N• 0o N N' - � _ 480 C11 Ln 495 475 _ - _ M Ili u 475 475 490 _ - -- 470?L?r?LI 490 470 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: SANITARY D 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 PROFILE VIEW: SANITARY C NOTES: 1. STRUCTURE TOPS ARE APPROXIMATE. ADJUST TOPS TO FINAL GRADE. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 2. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4. 3. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 4. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 5. 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. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' Eml�= 50' 0 50' HORZ: 1" = 50' 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 'TH OF _ DESIGNED BY. PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 r RU STONEFI ELD BLOCK D2 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15r� ENGINEERS DRAWN BY. ALBE ARLE COUNTY VIRGINIA DRAWING NUMBER: ,,,► SURVEYORS rO 4 SIGNATURE SET RU 6/22/15 v TITLE: H IZB , T I , PLANNERS DIHR BY. SANITARY SEWER PROFILES C -16 I ASSOCIATES oMd 0 io - Z z-- !S"�w PO 113- 4119 3040 Ave�r�� syu.ne P1. SHEET NUMBER: rr Lyncl,bur VA 24502 ChA tt dl,VA229„ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: S V� Phune: 434.316.6080 Phone 434.9842700 ' 16 of 33 SI ONAL �� w,, <w, 4� « <, ,<<�e, net 214075.02 407502-PP CN1L H: 1 50, 1 1114114 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: 1 =10 (A YAZ I YBA 530 530 525 LO .r, 525 iSTtNG l GRADE i s - 520 � ° _ � � ° � 0 _ 520 515 -- _ _ 515 510 _ 12" -#A 14. - 510 505 - • pF 1;4� 9.3 4� 3.47% 505 - 500 O F 1,N _ 500 c� 495 495 490 _ - -- 490 o _ 485 4 85 480 �`►�_ - ao- - olo - - _- N 480 In 1 MLo_ -- _ - 475 w { n _ R 475 r .r 470 ! - 470 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 PROFILE VIEW: SANITARY C NOTES: 1. STRUCTURE TOPS ARE APPROXIMATE. ADJUST TOPS TO FINAL GRADE. A 3' MINIMUM COVERAGE IS REQUIRED OVER THE TOP OF ALL PIPES. 2. STANDARD STEPS (ST -1) ARE REQUIRED FOR STRUCTURES WITH A DEPTH GREATER THAN 4. 3. INLET SHAPING (IS -1) IS REQUIRED FOR FLOW DROPS GREATER THAN 4'. 4. ALL MH -1 STRUCTURES ARE 4' INSIDE DIAMETER (I.D.) UNLESS OTHERWISE NOTED. 5. 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. IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' Eml�= 50' 0 50' HORZ: 1" = 50' 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 'TH OF _ DESIGNED BY. PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 r RU STONEFI ELD BLOCK D2 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15r� ENGINEERS DRAWN BY. ALBE ARLE COUNTY VIRGINIA DRAWING NUMBER: ,,,► SURVEYORS rO 4 SIGNATURE SET RU 6/22/15 v TITLE: H IZB , T I , PLANNERS DIHR BY. SANITARY SEWER PROFILES C -16 I ASSOCIATES oMd 0 io - Z z-- !S"�w PO 113- 4119 3040 Ave�r�� syu.ne P1. SHEET NUMBER: rr Lyncl,bur VA 24502 ChA tt dl,VA229„ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: S V� Phune: 434.316.6080 Phone 434.9842700 ' 16 of 33 SI ONAL �� w,, <w, 4� « <, ,<<�e, net 214075.02 407502-PP CN1L H: 1 50, 1 1114114 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V: 1 =10 525 ` -_ 520 tr I- 525 0 520 520 - N EXIST NG GRADE C 520 515 i 0 520 'GRADE r c 515 515 3 I� 515 510 1 ADDRESSED COUNTY COMMENTS 525 ADDRESSED COUNTY COMMENTS W 3 ADDRESSED COUNTY COMMENTS to 4 SIGNATURE SET O 510 515 i 505 500 505 3' 14. COA - 500 495 _ 510 EXISTING GR 495 N►�'� { - _'; 510 NEW 8" CLASS 52 485 520 - 485 - - - - - - 480 505 490 - - - D WATERLINE °D - - - 500 cv, - i - DIP WATER LINE - - 485 520 500 13 00 - - N II oO N r N A • -- 470 480 495 tu z Z_ - 470 - I 495 W — - LO L 515 490 _ 475 - _ ; 490 1 - _ A N N - N 485 470 - _ - 515 - FIELD LIFER DE H _ - CC \ -- --- 1 - 480 510 AND LO CA N OF EXISTING - - E _ \ / SWAX 475 - co r` co a 475 510 - II N I DIP ATE INE I GRADE 1 N ao ao - 470 505 505 i - 500 - _ 12' MIN.-- _ 500 _ - - SEPARATIQ1 495 - - 495 490 _ - I - _ - _ 490 485 �' 8 u e 485 to 480 3 �" __ �, ?c I _ c� k m �- J +� - J m - - - c� }- m -- 480 f- co — cv I X vi - -- 4 3E - °`� — i W 475 .. - $ - m 475 - .. A _ _ u ,�, N N N II -N �i -__ U- o0 11 ao , I ao -1- u N N N _ ao _ u 0 N U ao l N co R ao rr N _ N I - _ ao -z - 470 - Q t - I I- cv Z E - - >N Z- t- Z{*, 2 i N Z I Z� ZZ I Z `Z'N z - Z I _ ZN 470 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 19 +50 20 +00 20 +50 21+00 21+50 22 +00 22 +50 23 +00 23 +50 24 +00 24 +50 PROFILE VIEW: WATERLINE A a 3 v a C4 0 i c 0 a LO cn 0 L� ` 0 520 tr I- 525 0 520 520 N EXIST NG GRADE C 520 515 i 0 520 'GRADE r c 515 515 3 I� 515 510 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY COMMENTS W 3 ADDRESSED COUNTY COMMENTS to 4 SIGNATURE SET O 510 515 i 505 500 505 3' 14. COA - 500 495 _ 525 ` 525 520 I- 525 520 520 EXIST NG GRADE C 520 515 i 520 'GRADE i 515 515 NEW GRAD' 515 510 520 515 - I - - pVER 52 NEW GRA E 505 wnlp _ DIP - 510 515 n 505 500 505 3' 14. COA - 500 495 _ 510 EXISTING GR 495 N►�'� { - _'; 510 500 490 485 - 485 505 - - - - 480 505 490 - - - D WATERLINE °D - 485 500 cv, + r`°, i 475 - 485 500 13 00 - - N II oO N r N A • 470 480 495 tu z Z_ - 470 - I 495 W — - LO L 475 490 _ 475 - _ ; 490 1 ao ao A N N N 485 470 - 470 485 CC 480 1 Q 480 / SWAX 475 co r` co a 475 II N I I 1 N ao ao 470 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 PROFILE VIEW: WATERLINE B RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 NO. I SHEET REVISION I BY I DATE I NO. I SHEET REVISION I BY I DATE `� ` 11 T OF I RB I ti lz SIONAL1yG 525 ` 525 520 I- 520 520 EXIST NG GRADE C 520 515 i EXISTING 'GRADE 515 515 NEW GRAD' 515 510 �� - - - I - - pVER 52 510 505 wnlp _ DIP WATERLINE 510 n 505 500 505 3' 14. COA - 500 495 _ 495 490 { - _'; 500 490 485 - 485 480 - - 480 490 - 475 °D 490 485 ! - cv, + r`°, 475 485 13 00 - - N II oO N r N A • 470 480 tu z Z_ - 470 9 +50 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: WATERLINE C Arm ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 3040 Men—c Syuare Pl. Lynchhurg. VA 24502 ChAoll —Blc, vn 22911 Phone: 434.316,6080 Phone: 414 984 2700 . \, W.""a"ociate,nct 525 525 520 520 i EXISTING 'GRADE 515 NEW GRAD' 515 NEN 6" CLASS 52 510 - DIP WATERLINE 510 505 3' 14. COA - 505 500 { - _'; 500 495 - - 495 490 - 490 485 ! - 485 480 tu 480 W — - LO L 475 _ 475 ao ao A N N N 470 470 10 +00 10 +50 11 +00 11 +50 PROFILE VIEW: WATERLINE D IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED VERT: 1 " = 10' 10' 0 10' 50' 0 50' HORZ: 1" = 50' DESIGNED BY: PROJECT: SET REV. NO. RU STONEFI ELD BLOCK D2 4 DRAWN BY: FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: WATERLINE PROFILES C -17 DINJ SHEET NUMBER: WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE. 214075.02 407502— PP -3.dwg CML H: l`-50' 1 /14/14 17 of 33 V. 1 — 10, 3 i C 0 v a N2 'o 0 ui N O O O 3 O t C 3 a, ac) W N • \ � v 40 \ �o "NO THRU TRAFFIC" 1 1 \ \ \ i / I / r- I — i T T .� mom, I � I 1-7 �-i ITT \ I i I i� I ► I, I I I I ° - - OHU - ° _ 44- 54 I ♦ I I I I I ♦ I I I ' U OHU � � U OHU OH L) a - �. — =HU U OHU Y IR OHU oHU ! /SST 7 ORM MT1 0 - — VC -- � .3 i DA o. 0.@4 -OFD 9 h - 5 0/ �-/ C=O. \� \ — ❑ -TT a �- 5 — E -2 _ 19 -, . I Y ♦ - y/ -- D . . m ° - _ STIR D X0:0 y 25 DA =0.18 AC TERRA 245.1 0, _ I I , I I I I R4 �/ C =0.90 �- — =0.35 - $_ }, i _ _ ..- - - - -- 530 �`- Iry . ;r'., t..... - - - - - '( _ _'.I _ �L - r.� �e�� 'w '7 -ar'- _ - -. �'*- -�-:�— _� -ml I I \ / 7 UA -U Alr K .3 mil_ �' — 'y —� is - �_ -�.. . _mow.,; !-__ - - _ _ ® 1 STFi7 `` 248 C -0.40 - _ DA .0.15 AC ♦ / —- — _ / QA 0.03 AC _ .. — - FILTERRA 248.1 DA :15 A q ' / „ gk, R � 4 ID 6 l q dl a / C= 0.51 > 7 "COMMONWEALTH DR. " 00.76 \ 4 I "NEXT SIGNAL" � � .�� YD--r I Q - �1 o I RD -2 'D, 246.1 c� I - - DA =0.0 AC A =0.28 ' AC DA 0.37 AC I q / I moo Vii., / I - _ _ — X - - - - - - �o o a - DA .05 AC LEE-WO MH �, A4 � � � =0.90 � 6 7 DRIVE 520 C .6 sTOR — -O --0 -41 A tnnz^ r A T I R ... m. I 15 LL, ` wjC =0:35 lal • ML -. 5 �I 1 IL I l_ lid `\ I CN ii / °ST P' W STORM MH EX -110 \ � I "25 MPH" O \ Li I I I I I I I I I I I z z ow I STORA EX -109. 1 PLACE SIGN L- °STOP " "25 MPH " - I� I z z I� N ow E 23.1 V64 AC 69 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 ,lai of � = DESIGNED u : PROJECT: STONEFI ELD BLOCK D2 S SET REV. No. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 1 -- 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15r,�, IF THIS DRAWING IS A REDUCTION ENGINEERS DRAWN BY: FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 GRAPHIC SCALE MUST BE USED SURVEYORS Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: � � , TITLE: H H. T I PLANNERS I SCALE: 1 " = 40' DIHR BY: STORM DRAINAGE AREA MAP C -18 AsSOCIATES �MJ �A �,� _' Z Z'1�,�w�� PO Box 4119 3040 Avg-- Squmc• PI SHEET NUMBER: ti Ly-hhurg,, A 24502 Cn Au,-ill, VA'2o„ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: �S oNAL 40' 0 40' Ph—e: 434316.6090 Phan 434.9842700 407502_SW -1.dw CIVIL H: 1 " =40' 18 Of .33 N0. SHEET REVISION BY DATE N0, SHEET REVISION BY DATE 214075.02 9 V: NIA 11/14/14 3 N 3 N O O G O N O O N O ._ N O O O t C 3 F� W K C4 74 Project: Stonefield Block D2 WWA Project Number: 214075.00 By: SAR Date: 10 -23 -14 Stormwater Inlet Computations (Design Storm = 4.0 in /hr) WA ECi1NLE.S SURVEIMS YL.ANNk:R$ AssoCIATES INLET HYDROLOGY CURB INLETS CURB SAG INLETS ONLY GRATE INLET ONLY fU T v CU fU N @ C Q a N 0 o RUNOFF Q ~ m c O) c (1 O a) n CM a o w a CL o 0.07 0.76 o 6.7 °_ 4 0.13 6.56 E YD-2 _E FT m - $ c FPS w rn s Junction Structure YD-3 12" ADS Wloplast Standard Grate 0.05 0.66 0.033 • aIz 6.7 0.22 ti a 0.05 5.17 OK Y D-3.1 v 0.01 tE 0.004 ^ 6.7 0.03 01 0.01 i OK YD-4 18" ADS Nyloplast Standard Grate 0.16 0.51 O C 6.7 0.54 0.13 0.08 2.65 OK J m _ 4: 0.035 W W 13. L N 0.08 4.75 ^ YD-6 m O Qf to 5.00 6.7 0.05 N 0.01 3: r YD-7 ° t C 0.49 m ® II d Ol a O 1.63 fAA '13 Of 6.10 512.01 511.80 11.7 0.0179 of in 18.34 v 1.13 Y D-11 > 44 u. c >? m �' 6.7 r- P^ N c ° o 12" ADS Wloplast Standard Grate m° F 0.025 m a ' 4 c a 0.06 2.48 OK E c a R REMARKS z 6.7 m m U 1.63 OK v 12" ADS Nyloplast Standard Grate m 0.35 v 5.00 0.05 U 0.01 1.11 c m c g j 0.212 5.00 m 1.41 0.08 c 3 a -U 0.35 0.007 z 6.7 0.05 rn 0.01 OK z t �' m V vai 6.7 m t�il $O+' t i + cOi 5.92 Includes Drainage from YD - ?? m 3.25 t o t R aWi o �° a 0.536 - J 1 3.57 0.33 0.45 5.23 ._ Y D-20 m 0.38 0.48 E y 6.7 1.22 0.15 3.92 a tL x x is m 0.39 t 5.00 m A a f- 2.46 OK X a U) to 0.041 LU zt+ 0.28 0.08 0.13 4.21 OK CY U 0.10 > a 5.00 C7 0.38 '5 0.15 2.50 OK YD-24 12" ADS Nyloplast Standard Grate O ., 0.72 d 5.00 C U .-: 0.02 1.62 a YD-25 12" ADS WIoplast Standard Grate O 0.026 Z z 0.17 i° 0.02 1.62 YD-26 12" ADS Wloplast Standard Grate C7 d H 6.7 0.23 C7 0.07 Q a s y x s 18.25 V W 502.86 4.86 YD -15 YD -14 n !9 9 6 N 5.94 6.37 10.43 J t] 39.4 0.0228 0.010 CY F o 3.36 X 501.90 � YD -14 � 25.3 W R 0.00 in 6.00 6.35 T 493.23 i7 L v t 0.013 r- o: v V 501.45 8.22 25.4 25.3 EX 25.2 0.63 0.88 0.55 2.19 6.04 6.34 13.89 00 490.21 30.1 0.0757 18 rn 28.99 16.40 1.83 1 Includes Drainage from STR 25.3 500.76 J 25.3 a EX 25 0.00 0.00 0.00 s 6.07 6.33 J 490.01 489.65 17.2 0.0209 250 DOB 8.0 0.18 0.90 0.16 4.00 0.65 0.00 0.65 0.030 0.020 4.87 2.00 0.41 0.020 1.00 0.76 0.17 0.08 0.08 9.66 0.83 0.10 0.96 0.62 0.03 YD -26 YD -13 0.05 0.68 Grade Inlet 249 DI-3C 12.0 0.41 0.90 0.37 4.00 1.48 0.00 1.48 0.000 0.020 3.58 2.00 0.020 YD -26 YD -13 EX -2 0.03 0.64 0.05 0.05 5.06 6.65 0.35 519.05 0.12 DA6 026 5.60 12.00 12.73 16.21 0.92 Sump Inlet 521.94 2.89 12.0 0.26 0.90 023 4.00 0.90 0.00 0.90 0.010 0.020 6.77 2.00 0.30 0.020 1.00 0.61 0.17 0.08 0.07 8.79 1.37 0.14 1.00 0.90 0.00 Left 12.0 0.16 0.90 0.14 COO 0.58 0.00 0.58 0.010 0.020 5.72 2.00 0.35 O.D20 1.00 0.68 0.17 008 0.08 692 1.73 0.11 1.00 0.58 0.00 12.00 5.77 Includes Drainage from YD -22 527.92 3.20 YD -22 YD -12 YD -11 Right 248 DI-3B 8.0 0.15 0.90 0.14 4.00 0.54 0.00 0.54 0.012 0.020 5.44 2.00 0.37 0.020 1.00 0.71 0.17 0.08 0.08 6.92 1.16 0.11 1.00 0.54 0.00 1.13 509.01 50770 37.4 0.0350 12 0.010 8.69 Grade Inlet 246.1 D14 515.51 0.37 0.88 0.33 4.00 1.30 0.00 1.30 0.40 5.16 6.61 2.66 507.50 501.45 148.6 0.0407 15 0.013 13.07 10.65 13.95 Includes Drainage from STR 250 514.26 6.76 250 023 0.050 4.60 Grate Inlet in Sump 245 DI-3B 10.0 0.13 0.84 0.11 4.00 0.44 0.00 OA4 0.061 0.020 3.80 2.00 0.53 0.020 1.00 037 0.17 0.08 0.09 9.03 1.11 0.06 1.00 OA4 0.00 0.010 13.22 1 16.83 2.85 Includes Drainage from YD -23 527.70 3.30 YD -23 Grade Inlet 244 D138 8.0 0.15 0.68 0 -10 4.00 0.41 0.00 0.41 0.042 0.020 3.85 2.00 0.52 0.020 1.00 096 0.17 0.08 0.09 827 0.97 096 1 1.00 OA1 0.00 5.08 6.64 1 0.42 511.64 510.82 37.0 0.0222 1 12 Grade Inlet 242 DOB 4.0 0.28 0.86 024 4.00 0.96 0.03 0.99 0.041 0.020 5A7 2.00 0.37 0.02D 1.00 0.70 0.17 0.08 0.08 13.06 0.31 0.11 DAB OA8 0.51 7.33 248 247 246 0.00 0.00 0.00 0.20 Grade Inlet 241 DOB 12.0 0.16 0.63 0.10 4.00 0.40 0.51 0.92 0.050 0 -020 5.09 2.00 0.39 0.020 1.00 0.74 0.17 0.08 0.08 13.18 011 0.10 0.99 0.90 0.01 Grade Inlet 240 DI-313 8.0 0.11 0.60 0.07 4.00 0.26 0.00 0.26 0.060 0.020 3.16 2.00 0.63 0.020 1.00 0.93 0.17 0.08 0.10 7.00 1.14 0.06 t.00 026 0.00 0.08 0.12 5.16 6.61 0.77 507.70 507.50 19.8 Grade Inlet 108.1 D14 4.67 0.16 0.86 0.13 4.00 0.52 0.00 0.52 YD -3.1 0.12 0.020 2.60 Grate Inlet in Sump 26.3 DI -1 6.67 0.63 0.8E 0.55 4.00 2.22 0.00 222 10.12 12.89 2.78 Includes Drainage from YD -3.1 513.89 4.38 YD -3.1 028 0.025 1 7.00 Grate Inlet in Sump 23.3 D14 013 0.47 0.11 4.00 0.43 0.00 0.43 6.59 1.01 507.40 507.20 14.1 0.0142 12 1 0.010 5.53 7.04 1 2.00 Includes Drainage from YD -3 512.53 5.13 YD -3 YD -2 YD -1 0.00 0.00 0.00 0.15 5.25 0.10 0.193 2.60 Grate Inlet in Sump 232 DI-3B 8.0 0.10 0.79 0.08 4.00 0.32 0.00 0.32 0.079 0.020 1 3.10 2.00 0.64 0.020 1.00 0.94 0.17 0.08 0.10 8.64 093 0.06 019 0.31 0.00 12.02 2.15 Includes Drainage from YD -1 511.35 6.65 YD -1 Grade Inlet 23.1 DOB 8.0 0.04 0.69 0.03 4.00 0.11 0.00 0.11 0.079 0.020 2 -10 2.00 0.95 0.020 1.00 1.01 0.17 0.08 0.10 537 1A9 0.04 1.00 0.11 0.00 4.34 506.40 506.37 5.2 0.0058 15 0.010 6.40 Grade Inlet 1.00 1 510.60 4.20 246.1 , , 246 245.2 0.07 0.90 0.06 1.12 5.47 6.51 7.29 Project: Stonefield Block D2 WWA Project Number: 214075.00 By: SAR Date: Rev. 04 -14 -15 Stormwater Inlet Computations (Check Storm = 6.5 in /hr) \61N11kS SIRVEYoRS P"""s AssOCIATES INLET HYDROLOGY CURB INLETS CURB SAG INLETS ONLY GRATE INLET ONLY fU T v CU fU N @ C Q a N 0 o RUNOFF Q ~ m c O) c (1 O a) n CM a o w a a c 0.07 0.76 c 6.7 o 0.05 0.13 6.56 OK YD-2 _E FT m IN 0.0 CFS FPS w FT Junction Structure YD-3 12" ADS Wloplast Standard Grate 0.05 0.66 0.033 • aIz 6.7 0.22 ti a 0.05 5.17 OK Y D-3.1 v 0.01 tE 0.004 ^ 6.7 0.03 01 0.01 i OK YD-4 18" ADS Nyloplast Standard Grate 0.16 0.51 O C 6.7 0.54 0.13 0.08 2.65 OK J m _ 0.35 0.035 w 6.7 0.23 0.04 0.08 4.75 OK YD-6 12" ADS Wloplast Standard Grate 0.02 0.35 0.007 5.00 6.7 0.05 0.15 0.01 113 OK YD-7 12" ADS Nyloplast Standard Grate 0.04 0.49 0.020 5.00 6.7 0.13 0.30 0.02 1.63 Ol 5.45 6.10 512.01 511.80 11.7 0.0179 a l 8 18.34 1.13 Y D-11 y ° 0.35 0.004 5.00 6.7 0.02 0.10 0.01 ° OK 12" ADS Wloplast Standard Grate 1a 0.025 5.00 6.7 > 0.08 0.06 2.48 OK E 12" ADS Nyloplast Standard Grate a 1 0.64 REMARKS 5.00 6.7 1 0.13 0.16 v 1.63 OK YD-14 12" ADS Nyloplast Standard Grate �J 0.35 0.007 5.00 0.05 0.19 0.01 1.11 w 18" ADS Nyloplast Standard Grate 0.29 0.212 5.00 b 1.41 0.08 Y D-16 12" ADS Nyloplast Standard Grate -U 0.35 0.007 z 6.7 0.05 rn 0.01 OK V z 18" ADS Nyloplast Standard Grate 0.09 0.66 0.059 5.00 6.7 0.40 0.04 1.74 OK + m 5.92 Includes Drainage from YD - ?? 518.97 3.25 A c O Junction Structure 1 r c o n 0.45 0.536 - J 1 3.57 0.33 0.45 5.23 ._ Y D-20 24" ADS Nyloplast Standard Grate 0.38 0.48 0.182 y 6.7 1.22 0.15 3.92 OK Y D-21 24" ADS Nyloplast Standard Grate 0.56 0.39 0.218 5.00 m s a 0.10 2.46 OK X a U) W 0.041 LU 6.7 0.28 0.08 0.13 4.21 OK 12" ADS Nyloplast Standard Grate 0.10 > a 5.00 C9 0.38 '5 0.15 2.50 OK YD-24 12" ADS Nyloplast Standard Grate 0.03 0.72 0.022 5.00 6.7 L) 0.33 0.02 1.62 a YD-25 12" ADS WIoplast Standard Grate O 0.026 5.00 z 0.17 i° 0.02 1.62 YD-26 12" ADS Wloplast Standard Grate O 0.034 F 6.7 0.23 0.16 0.07 a s 0.0178 x s 18.25 10.33 4.69 502.86 4.86 YD -15 YD -14 n !9 9 6 1.64 5.94 6.37 10.43 J o 39.4 0.0228 0.010 CY F i 3.36 X 501.90 7.57 YD -14 � 25.3 w to 0.00 1.64 6.00 6.35 10.40 493.23 _ C7 .0 C7 'C t 0.013 F o: v Junction Structure 501.45 8.22 25.4 25.3 EX 25.2 0.63 0.88 0.55 2.19 6.04 6.34 13.89 492.49 490.21 30.1 0.0757 18 0.013 28.99 16.40 1.83 1 Includes Drainage from STR 25.3 500.76 J 25.3 a EX 25 0.00 0.00 0.00 2.19 6.07 6.33 J 490.01 489.65 17.2 0.0209 250 DI-3B 8.0 0.18 0.90 0.16 6.50 1.05 0.00 1.06 0.030 0.020 5.84 0.34 0.020 1.00 0.67 0.17 0.08 0.08 12A8 0.64 0.12 0.84 0.89 0.17 YD -26 YD -13 0.05 0.68 Grade Inlet 249 D1-3C 12.0 0.41 0.90 D.37 6.60 2.40 0.00 2.40 0.000 0.020 3.58 r20 0.020 YD -26 YD -13 EX -2 0.03 0.64 0.05 0.05 5.06 6.65 0.35 519.05 0.16 0.46 0.36 8.22 12.00 12.73 16.21 0.92 Sump Inlet 521.94 2.89 12.0 0.25 0.90 023 6.50 1.46 0.00 tA6 0.010 0.020 8.11 496.29 0.25 0.020 1.00 0.53 0.17 0.08 0.06 11A2 1.06 0.16 1.00 1A6 0.00 Left 12.0 0.16 0.90 0.14 6.50 0.94 0.00 0.94 0.010 0.020 6.87 0.07 0.29 0.020 1.00 0.60 0.17 0.08 0.07 897 1.34 0.14 1.00 0.94 000 12.00 5.77 Includes Drainage from YD -22 527.92 3.20 YD -22 YD -12 YD -11 Right 248 DI-313 8.0 0.15 0.90 0.14 6.50 0.88 0.00 098 0.012 0.020 6.53 2.00 0.31 0.020 1.00 0.62 0.17 0.08 0.07 8.97 0.89 0.13 0.98 0.86 0.02 1.13 509.01 50770 37.4 0.0350 12 0.010 8.69 Grade Inlet 246 -1 DI -1 515.51 0.37 0.88 0.33 6.50 2.12 0.00 2.12 0.40 5.16 6.61 2.66 507.50 501.45 148.6 0.0407 15 0.013 13.07 10.65 13.95 Includes Drainage from STR 250 514.26 6.76 250 026 0.050 520 Grate Inlet in Sump 245 DOB 10.0 0.13 0.84 0.11 6.50 0.71 0.00 0.71 0.051 0.020 4.56 2.00 0.44 0.020 1.00 0.79 0.17 0.08 0.09 11.58 0.86 0.09 0.97 0.69 0.02 0.010 13.22 1 16.83 2.85 Includes Drainage from YD -23 527.70 3.30 YD -23 Grade Inlet 244 DOB 8.0 0.15 0.68 0.10 6.50 0.66 0.00 0.66 0.042 0.020 4.62 2.00 OA3 0.020 1.D0 0.78 0.17 0.08 0.09 10.61 0.75 0.09 012 0.61 0.05 5.08 6.64 1 0.42 511.64 510.82 37.0 0.0222 1 12 Grade Inlet 242 DOB 4.0 028 0.86 024 6.50 1.57 0.00 1.57 0.041 0.020 7.05 2.00 0.28 0.020 100 0.59 0.17 0.08 0.07 17.10 023 0.14 0.38 0.60 0.97 7.33 248 247 246 0.00 0.00 0.00 0.20 Grade Inlet 241 DOB 12.0 0.16 0.63 0.10 6.50 0.66 0.99 114 0.050 0.020 6.75 2.00 0.30 0.020 1.00 0.61 0.17 0.08 0.07 18.33 0.66 0.13 096 IIAO 024 Grade Inlet 240 DOB 8.0 0.11 0.60 0.07 6.60 0.43 0.00 0.43 0.060 0.020 3.79 2.00 0.53 0.020 1.00 0.87 0.17 0.08 0.09 899 090 0.08 0.98 OA2 0.01 0.08 0.12 5.16 6.61 0.77 507.70 507.50 19.8 Grade Inlet 108.1 DI-1 4.67 0.16 0.86 0.13 650 0.84 000 094 YD -3.1 0.15 0.020 2.60 Grate Inlet in Sump 25.3 DI -1 6.67 0.63 0.88 0.55 6.50 3.60 0.05 3.66 10.12 12.89 2.78 Includes Drainage from YD -3.1 513.89 4.38 YD -3.1 0.37 0.026 10.60 Grate Inlet in Sump 23.3 DI -1 023 0.47 0.11 6.50 0.70 D_DO 0.70 6.59 1.01 507.40 507.20 14.1 0.0142 12 1 0.010 5.53 7.04 1 2.00 Includes Drainage from YD -3 512.53 5.13 YD -3 YD -2 YD -1 0.00 0.00 0.00 0.15 5.25 0.13 0.193 2.60 Grate Inlet in Sump 232 DOB 8.0 0.10 0.79 0.08 6.50 0.51 0.00 0.51 0.079 0.020 3.72 2.00 0.54 0.020 1.00 097 0.17 0.08 0.09 10.97 0.73 0.07 010 OA6 0.05 12.02 2.15 Includes Drainage from YD -1 511.35 6.65 YD -1 Grade Inlet 23.1 DOB 8.0 0.04 0.69 0.03 6.50 0.18 0.00 0.18 0.079 0.020 2.51 2.00 0.80 0.020 1.00 0.99 0.17 0.08 0.10 6.64 120 0.05 190 0.18 0.00 4.34 506.40 506.37 5.2 0.0058 15 0.010 6.40 Grade Inlet 1.00 1 510.60 4.20 246.1 246 245.2 0.07 0.90 0.06 1.12 5.47 6.51 7.29 YARD DRAIN INLET DESIGN (ASSUMES INLET 50% CLOGGED) Inlet Hydrology Inlet ffs a fU T v CU fU N @ C Q a N 0 o RUNOFF Q ~ m c O) c (1 O a) n CM a o C fU a N i E CU YD-1 12" ADS Nyloplast Standard Grate 0.07 0.76 0.053 5.00 6.7 0.35 0.05 0.13 6.56 OK YD-2 12" ADS Nyloplast Solid Cover FT FT /FT IN 0.0 CFS FPS SEC FT FT Junction Structure YD-3 12" ADS Wloplast Standard Grate 0.05 0.66 0.033 5.00 6.7 0.22 0.02 0.05 5.17 OK Y D-3.1 12" ADS Nyloplast Standard Grate 0.01 0.40 0.004 5.00 6.7 0.03 0.03 0.01 1.80 OK YD-4 18" ADS Nyloplast Standard Grate 0.16 0.51 0.082 5.00 6.7 0.54 0.13 0.08 2.65 OK YD-5 12" ADS Wloplast Standard Grate 0.10 0.35 0.035 5.00 6.7 0.23 0.04 0.08 4.75 OK YD-6 12" ADS Wloplast Standard Grate 0.02 0.35 0.007 5.00 6.7 0.05 0.15 0.01 113 OK YD-7 12" ADS Nyloplast Standard Grate 0.04 0.49 0.020 5.00 6.7 0.13 0.30 0.02 1.63 OK 5.45 6.52 6.10 512.01 511.80 11.7 0.0179 18 0.010 18.34 10.38 1.13 Y D-11 12" ADS Nyloplast Standard Grate 0.01 0.35 0.004 5.00 6.7 0.02 0.10 0.01 1.20 OK Y D-12 12" ADS Wloplast Standard Grate 0.04 0.63 0.025 5.00 6.7 0.17 0.08 0.06 2.48 OK Y D-13 12" ADS Nyloplast Standard Grate 0.03 1 0.64 0.019 5.00 6.7 1 0.13 0.16 0.05 1.63 OK YD-14 12" ADS Nyloplast Standard Grate 0.02 0.35 0.007 5.00 6.7 0.05 0.19 0.01 1.11 OK YD-15 18" ADS Nyloplast Standard Grate 0.29 0.73 0.212 5.00 6.7 1.41 0.08 0.23 7.20 OK Y D-16 12" ADS Nyloplast Standard Grate 0.02 0.35 0.007 5.00 6.7 0.05 0.46 0.01 1.04 OK YD-17 18" ADS Nyloplast Standard Grate 0.09 0.66 0.059 5.00 6.7 0.40 0.33 0.04 1.74 OK Y D-18 12" ADS Wloplast Solid Cover 8.53 5.92 Includes Drainage from YD - ?? 518.97 3.25 YD -24 Junction Structure YD-19 30" ADS Wloplast Standard Grate 1.19 0.45 0.536 5.00 6.7 1 3.57 0.33 0.45 5.23 OK Y D-20 24" ADS Nyloplast Standard Grate 0.38 0.48 0.182 5.00 6.7 1.22 0.16 0.15 3.92 OK Y D-21 24" ADS Nyloplast Standard Grate 0.56 0.39 0.218 5.00 6.7 1.46 0.21 0.10 2.46 OK Y D-22 12" ADS Nyloplast Standard Grate 0.07 0.59 0.041 5.00 6.7 0.28 0.08 0.13 4.21 OK Y D-23 12" ADS Nyloplast Standard Grate 0.10 0.57 0.057 5.00 6.7 0.38 0.30 0.15 2.50 OK YD-24 12" ADS Nyloplast Standard Grate 0.03 0.72 0.022 5.00 6.7 0.14 0.33 0.02 1.62 OK YD-25 12" ADS WIoplast Standard Grate 0.04 0.64 0.026 5.00 6.7 0.17 0.33 0.02 1.62 OK YD-26 12" ADS Wloplast Standard Grate 0.05 0.68 0.034 5.00 6.7 0.23 0.16 0.07 1.88 OK NOTES: 1. GRATE INLETS ARE ASSUMED TO BE 50% BLOCKED FOR CALCULATION PURPOSES. STORM SEVER DESIGN WWA PROJECT NUMBER 214075.00 COMPUTATIONS COUNTY Albemarle DISTRICT DESCRIPTION Stonefield Block D2 SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (TO RAIN FALL (110) RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA MANNING's n 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 0.0 CFS FPS SEC FT FT 1 4.00 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 YD -21 YD -20 0.56 0.39 0.22 0.22 5.00 6.67 1.46 513.00 512.67 64.9 0.0051 12 0.010 3.31 4.22 15.39 Includes Drainage from YD -21 517.60 4.60 YD -21 YD -20 YD -19 0.38 0.48 0.18 0.40 5.26 6.58 2.64 512.47 512.21 50.1 0.0052 12 0.010 3.35 4.26 11.76 Includes Drainage from YD -20 517.60 5.13 YD -20 YD -19 YD -18 1.19 0.45 0.54 0.94 5.45 6.52 6.10 512.01 511.80 11.7 0.0179 18 0.010 18.34 10.38 1.13 Includes Drainage from YD -19 517.95 5.94 YD -19 YD -18 YD -17 0.00 0.00 0.00 0.94 5.47 6.51 6.10 511.60 511.14 78.8 0.0058 18 0.010 10.46 5.92 13.31 Junction Structure 518.21 6.61 YD -18 YD -25 YD -24 0.04 0.64 0.03 0.03 5.00 6.67 0.17 516.68 515.92 64.0 0.0119 12 0.010 5.06 6.44 9.93 Includes Drainage from YD - ?? 519.93 3.25 YD -25 YD -24 YD -17 0.03 0.72 0.02 0.05 517 6.61 0.31 515.72 514.67 50.5 0.0208 12 0.010 6.70 8.53 5.92 Includes Drainage from YD - ?? 518.97 3.25 YD -24 YD -17 YD -16 0.09 0.66 0.06 1.04 5.69 6.44 6.72 510.94 503.88 462 0.1526 18 0.010 53.49 30.27 1.53 Includes Drainage from YD -17 518.20 7.26 YD -17 YD -16 249 0.02 0.35 0.01 1.05 5.72 6.43 6.76 501.50 501.23 48.2 0.0056 18 0.010 10.25 5.80 8.31 Includes Draina a from YD -16 508.23 6.73 YD -16 249 YD -15 0.41 0.90 0.37 1.42 5.86 6.39 9.07 499.50 498.20 8.5 0.1529 18 0.013 41.19 23.31 0.36 Includes Drainage from STR 249 508.42 8.92 249 YD -15 YD -14 0.29 0.73 0.21 1.63 5.86 6.39 10.42 498.00 497.14 48.4 0.0178 18 0.010 18.25 10.33 4.69 Includes Drainage from YD -15 502.86 4.86 YD -15 YD -14 25.4 0.02 0.35 0.01 1.64 5.94 6.37 10.43 494.33 493.43 39.4 0.0228 18 0.010 20.69 11.71 3.36 Includes Drainage from YD -14 501.90 7.57 YD -14 25.4 25.3 0.00 0.00 0.00 1.64 6.00 6.35 10.40 493.23 492.69 23.6 0.0229 18 0.013 15.93 9.02 2.62 Junction Structure 501.45 8.22 25.4 25.3 EX 25.2 0.63 0.88 0.55 2.19 6.04 6.34 13.89 492.49 490.21 30.1 0.0757 18 0.013 28.99 16.40 1.83 1 Includes Drainage from STR 25.3 500.76 8.27 25.3 EX 25.2 EX 25 0.00 0.00 0.00 2.19 6.07 6.33 13.87 490.01 489.65 17.2 0.0209 18 0.013 15.24 8.62 1.99 Junction Structure Emstin Pie 498.13 8.12 EX 25.2 YD -26 YD -13 0.05 0.68 0.03 0.03 5.00 6.67 0.23 520.97 519.27 42.4 0.0401 12 0.010 9.30 11.84 3.58 Includes Drainage from YD -26 523.58 2.61 YD -26 YD -13 EX -2 0.03 0.64 0.05 0.05 5.06 6.65 0.35 519.05 517.93 14.9 0.0752 12 0.010 12.73 16.21 0.92 Includes Drainage from YD -13 521.94 2.89 YD -13 EX -2 EX 27.2 8.65 0.55 4.81 4.81 10.00 5.37 25.83 508.35 496.29 89.4 0.1349 24 0.010 108.30 34.47 2.59 Emsting Pie 522.49 14.14 EX -2 YD -22 YD -12 0.07 0.59 0.04 0.04 5.00 6.67 0.28 524.72 521.87 69.2 0.0412 12 0.010 9.42 12.00 5.77 Includes Drainage from YD -22 527.92 3.20 YD -22 YD -12 YD -11 0.04 0.63 0.07 0.10 5.06 6.65 1 0.67 516.73 511.21 48.4 0.1140 1 12 0.010 15.68 19.97 2.42 Includes Drainage from YD -12 525.73 9.00 YD -12 YD -11 250 0.01 0.35 0.07 0.17 510 6.63 1.13 509.01 50770 37.4 0.0350 12 0.010 8.69 11.07 3.38 Includes Drainage from YD -11 515.51 6.50 YD -11 250 EX 27.2 0.18 0.90 0.23 0.40 5.16 6.61 2.66 507.50 501.45 148.6 0.0407 15 0.013 13.07 10.65 13.95 Includes Drainage from STR 250 514.26 6.76 250 YD -23 YD -7 0.10 1 0.57 0.06 0.06 1 5.00 6.67 0.38 524.40 1 520.52 47.9 0.0810 12 0.010 13.22 1 16.83 2.85 Includes Drainage from YD -23 527.70 3.30 YD -23 YD -7 YD -6 0.04 0.49 0.02 0.02 5.05 6.65 0.13 520.32 513.83 46.3 0.1402 12 0.010 17.39 22.14 2.09 Includes Drainage from YD -7 526.70 6.38 YD -7 YD -6 248 0.02 0.35 0.01 0.06 5.08 6.64 1 0.42 511.64 510.82 37.0 0.0222 1 12 0.010 6.91 8.80 4.20 Includes Drainage from YD -6 518.60 6.96 YD -6 248 247 0.15 0.90 0.14 0.20 5.15 6.61 1.32 510.62 509.75 39.4 0.0221 15 0.013 9.62 7.84 5.02 Includes Drainage from STR 248 517.95 7.33 248 247 246 0.00 0.00 0.00 0.20 5.24 6.59 1.31 509.55 503.63 147.8 0.0401 15 0.013 12.96 10.56 13.99 Junction Structure 516.02 6.47 247 YD -5 YD -4 0.10 0.35 0.04 0.04 5.00 6.67 0.23 512.50 507.90 115.1 0.0400 12 0.010 9.28 11.82 9.74 Includes Drainage from YD -5 519.10 6.60 YD -5 YD -4 YD -3 0.16 0.51 0.08 0.12 5.16 6.61 0.77 507.70 507.50 19.8 0.0101 12 0.010 4.67 5.94 3.33 Includes Drainage from YD -4 513.16 5.46 YD -4 YD -3.1 YD -3 0.01 0.40 0.00 0.00 5.00 6.67 0.03 509.51 507.81 35.8 0.0475 12 0.010 10.12 12.89 2.78 Includes Drainage from YD -3.1 513.89 4.38 YD -3.1 YD -3 YD -2 0.05 0.66 1 0.03 0.15 5.22 6.59 1.01 507.40 507.20 14.1 0.0142 12 1 0.010 5.53 7.04 1 2.00 Includes Drainage from YD -3 512.53 5.13 YD -3 YD -2 YD -1 0.00 0.00 0.00 0.15 5.25 6.58 1.01 507.00 506.50 44.6 0.0112 12 0.010 4.92 6.26 7.12 Junction Structure 513.12 6.12 YD -2 YD -1 246 0.07 0.76 0.05 0.21 5.37 6.54 1.35 504.70 503.63 25.9 0.0413 12 0.010 9.44 12.02 2.15 Includes Drainage from YD -1 511.35 6.65 YD -1 246.1 246 0.33 0.88 0.29 0.65 5.00 6.67 4.34 506.40 506.37 5.2 0.0058 15 0.010 6.40 1 5.21 1.00 1 510.60 4.20 246.1 246 245.2 0.07 0.90 0.06 1.12 5.47 6.51 7.29 503.43 500.08 101.9 0.0329 15 0.013 11.74 9.57 10.65 Includes Drainage from STR 246. 1, RD -2, and RD -3 510.20 6.77 246 245.2 245 0.00 0.00 0.00 1.12 5.47 6.51 7.29 499.88 499.05 37.3 0.0223 15 0.013 9.66 7.87 4.74 506.98 7.10 245.2 245 243 0.13 0.84 0.11 1.23 5.65 6.46 7.93 498.85 498.28 37.5 0.0152 15 0.013 7.99 6.51 5.76 Includes Drainage from STR 245 507.04 8.19 245 244 243 0.15 0.68 0.10 0.10 5.00 6.67 0.68 501.70 501.30 25.4 0.0157 15 0.013 8.13 6.62 3.83 Includes Drainage from STR 244 506.53 4.83 244 243 EX 27.1 0.00 0.00 0.00 1 6.14 10.04 5.36 1 32.92 492.91 489.40 87.3 0.0402 24 0.013 45.47 14.47 6.03 E)d sti ng Pie 505.46 12.55 243 242 241 0.28 0.86 0.24 0.24 5.00 6.67 1.61 500.80 496.41 46.0 0.0954 15 0.013 20.01 16.31 2.82 Includes Drainage from STR 242 and RD -1 505.18 4.38 242 241 EX 66 0.16 0.63 0.10 0.34 5.05 6.65 2.27 496.21 495.96 2.9 0.0862 15 0.013 19.02 15.50 0.19 Includes Drainage from STR 241 501.19 4.98 241 EX 66 EX 27.1 0.00 0.00 0.42 0.76 5.38 6.54 4.98 493.46 492.50 22.3 0.0430 15 0.013 13.43 10.94 2.04 EAsting Pie 498.81 5.35 EX 66 240 EX 27.1 0.11 0.60 0.07 0.07 5.00 6.67 0.44 496.40 496.00 3.4 0.1176 15 0.013 22.22 18.10 0.19 Includes Drainage from STR 240 500.89 4.49 240 EX 27.1 EX 27 0.00 0.00 0.42 7.31 10.14 5.34 39.04 489.35 488.38 22.3 0.0434 25 0.013 52.71 15.46 1.44 Emsting Pie 500.70 11.35 EX 27.1 108.1 108.2 0.15 0.86 0.13 0.13 5.00 6.67 0.86 495.54 494.85 12.5 0.0552 15 0.013 15.22 12.40 1.01 Includes Drainage from 108.1 505.42 9.88 108.1 108.2 EX 108 0.00 0.00 0.13 0.13 0.00 9.08 1.17 494.65 493.09 69.6 0.0224 15 0.013 9.70 7.90 8.81 499.55 4.90 108.2 EX 108 EX 24 0.10 0.90 0.22 0.22 5.02 6.66 1.46 492.89 492.33 11.5 0.0487 15 0.013 14.29 11.65 0.99 Emsting Pie 497.66 4.77 EX 108 23.2 23.1 0.10 0.79 0.08 0.08 5.00 6.67 0.53 495.13 494.10 23.5 0.0438 24 0.013 47.49 15.12 1.55 Includes Drainage from 23.2 501.64 6.51 1 23.2 23.3 23.1 0.23 0.47 0.11 0.11 5.00 6.67 0.72 504.40 496.25 116.9 0.0697 15 0.013 17.10 13.94 8.39 Includes Drainage from 23.3 509.43 5.03 23.3 23.1 EX 23 0.04 0.69 0.03 0.21 5.14 6.62 1.42 493.90 493.01 16.9 0.0527 24 0.013 52.05 16.57 1.02 Includes Drainage from 23.1 500.15 6.25 23.1 EX 23 EX 22 0.00 0.00 8.60 8.81 11.24 5.13 45.25 485.61 480.78 259.1 0.0186 42 0.013 137.74 14.32 18.10 EAsting Pie 499.06 13.45 EX 23 Open Channel Design Worksheet Project: Stonefield Block D2 WWA Project Number: 214075 By: SAR Date: 10/28/2014 W -A ENGINEERS SURVEYORS PLANNERS ASSOCIATES Segment ID Incremental c Incremental Drainage Area (Ac.) c A (m T i c n) 12 (in /hr) Q2 (cfs) (eft) Slope Channel Geometry Liner Material V2 x R2 n Allowable Velocity (fps) 2 -Year Velocity (fps) 110 (in /hr) Clio 1D (cfs) Depth (�) Maximum Channel Depth (ft) Remarks Incremental Accumulated b Zt Z2 SCC -1 0.35 0.26 0.09 0.09 5.00 1 5.18 1 0.47 1 0.019 0.0 2.0 2.0 EC -2 0.25 0.050 1 4.00 1.33 6.67 0.61 1 0.46 1.00 SCC -1 0.35 0.26 0.09 0.09 5.00 5.18 0.47 0.235 0.0 2.0 2.0 EC -2 0.40 0.050 4.00 3.40 6.67 0.61 0.29 1.00 SCC -2 0.45 1.19 0.54 0.54 5.00 5.18 1 2.77 1 0.050 0.0 1 2.0 2.0 EC -2 0.91 0.050 4.00 3.00 6.67 3.57 0.75 1.00 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 _ DESIGNED BY: PROJECT. SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 01P yr RU STONEFI ELD BLOCK D2 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ✓, � ENGINEERS DRAWN BY. FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 SURVEYORS T ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: c.� 1.a � M RB T I PLANNERS TITLE: I DIHR BY: STORM DRAIN CALCULATIONS C -19 ��o _ z ww� ASSOCIATES DW ; PO B3 4119 3040 A-m- Square PI. SHEET NUMBER. 41 ti Lynchburg. VA 24502 Ch.,lmlcev111e.VA »911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: N0. 4P f ��G' Phone 434.316.6080 Phone 434.9843700 CIVIL H: NIA ONAL w ,4ka, <,e ale, n f 214075.02 407502_SW-2.dwg I 11 / 14/ 14 19 of 33 SHEET REVISION BY DATE NO. SHEET REVISION BY DATE V. NIA O1 3 13 t 0 O P 0 G 0- O [i h b' C4 a0)i a� 0 z c 3 h W C W v �r C4 / CG -12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARNING TO BE CLASS A -3 CONCRETE (CLASS A -4 IF PRECAST) p WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 4' RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. t0;t MAX 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPE A 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO PERPENDICULAR THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. 5, REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED 1' CENTER TO CENTER ALONG 5' MIN BOTH SIDES OF THEI RAMP FLOOR, MID-DEPTH OF RAMP FLOOR. MINIMUM °gyp 12 CONCRETE COVER 1/2' . 12 6• CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED TYPE B BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER PARALLEL AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12:A MAX HYDRANTS. DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12.1 MAX n ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED * y a'� AND USED BY PEDESTRIANS. 5' a1tN f 8- RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 4' MIN AT )K , 2" HIGHER THAN THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS E OF PAVEMENT PERPENDICULAR TO THE CURB. AT EDGE �( , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADUCANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TYPE C TRUCK CTRAFFIC) FOR CONCRETE DEPTH. OMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH TRUNCATED DOME .n 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), t.6" 2.4" C C t° A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR -+.I 0 INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' -i�0 O O d O O z LANDING AREA MAY INCLUDE THE GUTTER PAN. i d 0 o 0 0 o 0 o o o o o-e v - O 0 0 0 0 O d 0 0 0 0 0-e j �y 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i + O O O 0 0 0 0 0 0 0 0 0 0 0 0 N N 0 0 0 0 0 0 o O 0 o 0 0 0 0 0 0 0 0 0 o O o 0 0 0 d 0 0 0 0 507 -657 OF BASE DIAMETER 000000000000000 TOP DIAWErEW- N O VARIABLE 4' MINIMUM IA 4 VARIABLE LIMITS LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL XVDOT CG -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET 1OF 5 REVISION DATE (GENERAL NOTES) oz 203.05 10/09 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5 CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG -6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION �2" R 2" RADIUS e• MAX I MAX O B J V N 6 h ° �3 6' TRUNCATE DOME SURFACE �4 Q A SEE SHEET I ©F 5 TRAVELWAY SHALL BE PROVIDED WITHIN In P�P P° D °P P TRAVELWAY SHALL E PROVIDED WITHIN 5 8' -0" Min_ DPpnDpo�D 4'- in 14 15 P BASE D BACK OF CURB THE MARKED CROSSWALK AREA 12'1 MAX. P °P P °P 20. 1 CG -12 P P ' SUBBASE SECTION A -A TYPE B (PARALLEL) APPLICATION 6" 12" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECIFICATION REFERENCE 105 502 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION �2" R s" CG -2 SURFACE BASE SUBBASE 1VOOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 A PERMISSIBLE CONSTRUCTION 4" LONG o 12" C C B v MAX I MAX O B J V N 6 P° D° �3 6' TRUNCATE DOME 5 �4 Q A SEE SHEET I ©F 5 TRAVELWAY SHALL BE PROVIDED WITHIN 4 FOR DETAILS TRAVELWAY SHALL E PROVIDED WITHIN 5 8' -0" Min_ DPpnDpo�D 4'- in 14 15 3 WITH BUFFER STRIP CROSSWALK AREA_ CRO lww BACK OF CURB THE MARKED CROSSWALK AREA 12'1 MAX. P °P P °P 20. 1 CG -12 DETECTABLE WARNING SURFACE 2'MI ". s" CG -2 SURFACE BASE SUBBASE 1VOOT ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.01 A PERMISSIBLE CONSTRUCTION 4" LONG o 12" C C B v MAX I MAX 4" CURB B J V N 6 1 6' �3 6' TRUNCATE DOME 5 �4 Q A SEE SHEET I ©F 5 TRAVELWAY SHALL BE PROVIDED WITHIN 4 FOR DETAILS TRAVELWAY SHALL E PROVIDED WITHIN 5 8' -0" Min_ 1.4 4'- in 14 15 3 WITH BUFFER STRIP CROSSWALK AREA_ CRO lww BACK OF CURB THE MARKED CROSSWALK AREA 12'1 MAX. X D X BEDDING 48 -1 MAX' 20. 1 CG -12 DETECTABLE WARNING SURFACE 2'MI ". SECTION A -A JOINT TVE31r`AI llE7Clr_K1 SECTION B -B NOTES- FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF S. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK_ LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. TYPE A WITH BUFFER STRIP CG -12 ALTERATIONS Y v MINIMUM RAMP LENGTH IN FEET 4" CURB I V A V SOUARE LANDING AREA OUTSIDE OF 6 1 A V SQUARE LANDING AREA OUTSIDE OF �3 2 5 �4 Q 3 6 TRAVELWAY SHALL BE PROVIDED WITHIN 4 a TRAVELWAY SHALL E PROVIDED WITHIN 5 10 1 15 6 14 15 3 WITH BUFFER STRIP CROSSWALK AREA_ CRO lww WITHIN THE MARKED THE MARKED CROSSWALK AREA I MIN. 1/10 D _ 1 X D X BEDDING THE MARKED CROSSWALK AREA. - CG -12 DETECTABLE WARNING SURFACE O SPECIFICATION REFERENCE �O Ot TYPE B (PARALLEL) APPLICATION y 105 NORMAL EARTH FOUNDATION VIRGINIA DEPARTMENT OF TRANSPORTATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 502 MIN. 1.5 x D MIN. 1.5 x D --TOP MIN. 1.5 x D MIN. 1.5 x D Or- TOP OF FILL OF FILL TOP OF FILL CROSSWALK N01 CR05SW K o - I) TYPICAL PLACEMENT U InI U rr rr + - r Y r d rrrrrr GROUND TYPICAL PLACEMENT = rrrrrrrrrr rrrrrrrrrr = + - rrrrrrrrr rrrrririr - GROUND d ° - r /ir rrrrrr LINE rrrrrr _ r rrr /rr LINE o = r r r rrrrrr - Q - - rr II AT INTERSECTION AT INTERSECTION CROSSWALK I d EARTH OSSWALK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT (WITH BUFFER STRIP) WITH BUFFER STRIP SPECIFICATION REFERENCE CG-12 D E T E C T ABLE WARNING SURFACE BEDDING EARTH `V DOT MIN. 8 ", BEDDING MATERIAL MAX. 24" MATERIAL ROAD AND BRIDGE STANDARDS 105 ROCK FOUNDATION TYPE A ( PERPENDICULAR) APPLICATION IN ACCORDANCE WITH NOTES REVISION DATE SHEET 2 OF 5 502 CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS 10/09 203.06 SIDEWALK (*HERE REQUIRED) CONSTRUCTIED Aai.IACENT TC AND FLUSH WITH INLET TOP 1 i i.C1W LINE .F 1 1 Vi.1M STD_ ROLL -Tor' CURS SECTION PLAN SO SCALE u r w:1 c� VDOT STD. C U RD A DROP Ir._ET km_s) 1� WITH TYPE 'A- NOSING r S EDGE OF GUTTER AT STRUCTURE SHALL ALIGN WITH EDGE OF ROLLTOP CURBING. THE FLOW LINE SHALL TRANSITION FROM ROLLTOP TO FLOWLINE OF INLET. (TYP.) SECTION A -A W SCALE 4' -0" UNLESS OTHERWISE NOTED ON PLANS 1 °, 2% SLOPE UNLESS 1 .°' CONCRETE DRIVEWAY PAVEMENT OTHERWISE NOTED ON PLANS SECTION DETAIL 4" MIN. a NOT TO SCALE d d LEFT EDGE OF T PAVEMENT -I I- III - III =III -I I -I I -III =1 I -I 1= = = _ - - = COMPACTED - /'III =1I I -1I I -1! 1-1I I �I l II I II 11 =111 =1 I I -I 11 =1 11 =1 11 =1I 1= 1I1 =1I 1 =11 RIBBON CURB SLOPE TO MATCH SUBGRADE III -1I I 1 =1 1 -1 1 -1 II III1= 11 =11= 4" -VDOT ADJACENT ROADWAY SLOPE = 1{1 -IfI- NO. 57 OR 8 e II AGGREGATE d ° ° . ° <e SIDEWALK DETAIL ° ° NOT TO SCALE ° 44 ° e NOTES < ° a d ee e' ea ad 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2' 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' RIBBON CURB IN LONGITUDINAL DIRECTION. NOT TO SCALE Face of Curb Invert Line 6° 2„ R =1.5' a I !.5' o A. a a A oa as pa a a R-1.25'- or's Ov►9Qrx Area be cw cr e. Om Of CWO sv _fie o�1 may (091 S/OpB of o-7 Irk lsd 9r�lotrait rN mum d n P, - 2' Roll t ®,D Curb The following notes apply to CG -6. CG -7 and Rolltop curb: 1 Curb and gutter may be precast of Class A4 hydraulic cement concrete or cast in place using Class A3 hydraulic cement concrete. 2. When used with stabilized, open - graded drainage layers, the bottom of the curb and gutter shall be constructed parallel to the slope of the sub -base courses and to the depth of the pavement but not less than the thickness shown. 6.0" PORTLAND CEMENT CONCRETE CG-12 A 65 DOWELS, 8" LONG-" AT 12" C-C g' MIN. 71 x 121 MAX I I RAMP (SEE TABLE) A BACK OF CURB 20:1 PERMISSIBLE CONSTRUCTION JOINT Z +121 MAX i J{I RAMP (SEE TABLE 5'-0" MIN SHAPE TO MATCH I OF ROADWAY CURB 48 :11 MAX. 48 -, 1 MAX. SECTION A-A SECTION B -B DOMES I OF 5 FOR DETAILS PERMISSIBLE CONSTRUCTION NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 5. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 a 12 5 10 1 15 6 14 15 XV DOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 10/09 12:1 MAX, WITH BUFFER STRIP CROSSWALK { I TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK 5. WN 5' MIN WITHOUT BUFFER STRIP I CROSSWALK I CROSSWALK A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHN THE MARKED CROSSWALK AREA CURB 2' BUFFER STRIP 5' SIDEWALK 5' MIN 1w DIAGONAL PLACEMENT p GROUND LINE = 5' WIN GROUND LINE x lit r rrrrrr rrrr - ' i rrrr rrr I 1 , , • 12 T` rrrrrr rrr _ J _ ' 1 �.�� r�� ...._I I G-t ' _ po rrr ri ROCK OR F A t•SQUARE LAND AREA + UNYIELDING SOIL I o OUTSIDE OF TRAVELWAY 4 A 4'SQUARE LANDING AREA - $,W AL BALL PROVIDED FOR CROS PERPENDK7lN AR CROSSWALK x WITHM TFE MARKED K OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITH BUFFER STRIP CROSSWALK AREA_ CRO lww WITHIN THE MARKED MIN. 1 /10 D I I MIN. 1/10 D _ 1 X D X BEDDING CROSSWALK AREA. CG -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE 1/ 11 PER 1' OF H MIN. 8 ", MAX. 24" TYPE B (PARALLEL) APPLICATION 105 NORMAL EARTH FOUNDATION VIRGINIA DEPARTMENT OF TRANSPORTATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE 502 PB -1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP OF FILL GROUND LINE = GROUND LINE = GROUND LINE x lit r rrrrrr rrrr - ' i rrrr rrr I 1 , , • / T` rrrrrr rrrr ' I rrrr rrr I I , , • T` rrrrrr rrr _ J _ ' 1 �.�� r�� ...._I I G-t ' _ r � rrr ri ROCK OR rr , EARTH + + UNYIELDING SOIL I o n BEDDING - MATERIAL I ZZj MIN. 1/10 D MIN. 1 /10 D I I MIN. 1/10 D _ 1 X D X BEDDING �, p X BEDDING MATERIAL ��••�� == MATERIAL 1/ 11 PER 1' OF H MIN. 8 ", MAX. 24" FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D --TOP MIN. 1.5 x D MIN. 1.5 x D Or- TOP OF FILL OF FILL TOP OF FILL rrrrrr, rrr /rrr - = rrrrrr = rrrrrrirrrrrr rirrrrrrrrrrrrr - - rrrrrrr, rrrrrrr r /rrrr = - rr /rrr rrrr rrrrr rrrrrr - - rrrrrrr rrrrrr/ � rrr rrrrrr' f� - rrrrrr rim rrrr - - rrrrrrr rrrrrr rrrrrrrrr /rrr rrrrrrrirrrrr - - = rr rrr rr rrrrrr rrrrrr - ^ = rrr rr rrr rrr rrrrrr fir rrrirrrrrii rrrrrrrrrr� - N -- rr rr + - r Y r d rrrrrr GROUND - r rr rr + - - ri rrr r rrrrrr GROUND 8 = rrrrrrrrrr rrrrrrrrrr = + - rrrrrrrrr rrrrririr - GROUND d ° - r /ir rrrrrr LINE rrrrrr _ r rrr /rr LINE o = r r r rrrrrr - Q - - rr II _ °- I d EARTH _ _ II II ROCK OR II �j MIN�2 /1pER MIN.1 /10 D X D X BEDDING MATERIAL .- _ SOILIELDING X MIN. 1/10 D r r -_ 1' OF H X D BEDDING EARTH MIN. 8 ", BEDDING MATERIAL MAX. 24" MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL IN ACCORDANCE WITH NOTES ®BEDDING SECTION 302EOFLTHE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND 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 �VDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS 302 303 CIRC. PIPE BEDDING AND BACKFILL - METHOD "All VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET 1 OF 4 REVISION DATE 107.01 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 TH OF � DESIGNE RU . PROJECT: STONEFI ELD BLOCK D2 SET REV. N0. 2 ADDRESSED COUNTY COMMENTS RU 5/12 /15 1 = 4 3 ADDRESSED COUNTY COMMENTS, TRANSITION DETAIL RU 6/5/15 , ENGINEERS DRAWN BY. FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 SURVEYORS Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: I TITLE: v �x RB . TP [T PLANNERS DIHR BY: DETAILS C -22 ,t N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 214075.02 407502_DET -1.dwq V: N A 1 1 / 14/ 14 22 of 33 C4 O N O v a a� cn 'v C4 O May L / \ "N" y tY r. a 4 r PLUG, � �y t FOR ALL B END7 FINK TEE OFD '\N`�t'Et ITTINGS, H vY LEt; TRENCH _ -.r _.;v -•-y f <ti* , i M M :6TH " 9 .''•" `P'h��.:vt aF ,t f7 'IN , �' :;gip J� ,•; ^, ;�Q T EC-TADN 1 - 1 SE T10N 2 - RIPE C GREE BEND GIVIEN I NS t_i L TEE AND PLUGS : - CL, Il - , H T H t F_4 41' T 5 -00 225 2AG T IL c ` _ - 01 10 I R I 3 16 E.!1 ?4R +- 2,66 2,66 1 Z7 it 1/4 r 2.1+ C! 1. E 45 A 3 32 3.58 1 Z95 fr 4 d 313 __ i _.a� 21 2''4 p :4 1 /4 4 2.33 S4 ) IH'a_3T REQIIUiREC, "t4HENE ER THE PIPELINE CHANGES DIRECTION, '_HAN� E E.EAD, FN I_-` aND AT VALVE . I, =•E , ,t� r I. `_ J5 -BETE i'' O CONCRETE 5.1 - -lALL `_3E POURED CA ANY FART .`,f_ THE JOINT. 14 THE :ONS L AIG EP^,30EER SHALL BE r E_,PONABLE >- ) THE VERTi THE TYPE 8 ,1_E THR1,j5T BLOCKS. CONCRETE THRUST BLOCKS 10- Fii4. 'w - TD - _i GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I NTTIAI BAC KFI_ B EDD NG ,TONE STABLE SOIL ROCK SCRAPE T BOTTOM JTTO M �. �� F THE TRENCH. REMOVE ,�E ALI_ STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND TITLN (AIMPAt T THE SOIL OR PROVIDE A 4" BEDDING OF #68 S I ONE. FOUNDATION IN POOR SOIL UNDER - CUT CONDITION UNSIAB[ F SOIL _. S. T 2 N, N ?4EM b1 �- INi IIAI, BACKI-;I_I 3' 8 r I g � o ,: 11N MY MI J 11PJ i #C8 STONL GRANIJtAR Fit I_ AS APPROVED BY AC:=SA `��`� E SOIL OR ROC Z<, i B L E SOIL OR ROC NOTE : 1 . NC) ROCKS SHAT L 13E AI_LO\NLI) WITHIN 24" C)1 IHF WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SiIALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.140 ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN 1 HE TRENCH. 7. BF LL HOLES SHALL BE DUG OUT IN All CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING N F I G. 'Al 4 C4 1. r FH i 1 -IT'_, IN PAVED V ITI­IiN EXI- I Ih " -J:; O PRIHT -OF -WAY SHALL EE Sr:::KFL_LED ENT O a� STCHE. O FOR DIICTILF SRC^ PF 'HE ,� THE TREN_H 'HALL BE S'_RAFEG r C AND D .''.Li_ STCNE4 REMOVED _IR A 3 OF NC_ 88 STONE SHALL BE r I1., -,, !TOED I. 1 ADDRESSED COUNTY COMMENTS I = 2 ADDRESSED COUNTY COMMENTS W 3 ADDRESSED COUNTY COMMENTS h 4 SIGNATURE SET i C TD - 4' NU FE: H,LR. ?•.NI IiJAT BE EN.(l PEC' , ITH H FLQi EE�> VILLE THREADS '"A'H -A I'� THE LOCAL TA:ND-,RD, 1 :. - LFP,GTH �;_iF E3F;,Af`JCI -1 v'A,FIE_ lv N 2 TO 10 01 r _1 F T ��l ice. JPLvE Bi -i 90� -Tt,NL CtTl `r. r �; 7h *.. r ' • '''l E — ' " K - 01-VALVE A, t " EL E A,NE, THRUT 2L`D F. �(_. IN r UNDISTURBED -TABLE '`IIL _TEFI F'ILF J 3/4' THFE�,CED RJD TO ,VHEN THE IS DISTURBED OR VVHE 1 MhN IN ALL A: HfDRANT L ACA TEE? IN r, FILL ANCHOR RODS SH,"•.LL BE <4 L 4` 1`11_ED r- - - THE VALVE ? IHr H �C +hA hli ,u',TH 2 - � '4' C',F' ?'.:{ rtALi TEC? 7HFFrEfG R D'_ IN rDITION TO Pr1URING NCRETE F '-'JELL PILL TALI_ PE l FD - DD : JAL SUP'PORT I4111TE : I. IF'I -'4 !\I EEF F 'u!LE_ 'dITH uF AVEL PJG F EP FREE OF C ONI_1-•;ETE. 2. MAIN TAT! A 3 MIN r_aAR; FROT,`! THE hG:IN TO THE FIFE HYERF V -,!T Rk7LUFIN L"ITCHE". . ) FI I, HEC F; C-E SHALL =L APE A'u1'' r' FRS ''.^ THE FIRE H ?DRA;NT ,,NE) VA QE E ` x 1. THE S,.TE AL.`E K AU 011D IN SHOULDER _,P FEH1NFs THE EITI;:H IT I r ,_1T + LC 4 IN THE IDITI -H. :. FIRE I'r'DF .t•JT' _} ',.LL uE IhIL;kLLED Al L'��C- 41 -10NIS t',HDE: WEEP C T HOLE � ARE Fa, 'L THE F FEE ti•A,(l lhG ;�,ROI ltilD'vr T R CLE � ,I0L'L IF R.E, 1RED TO BE IN WET AREPI THE VXEP HU+ +LET '_H .LL BE FLU, ;,EC: At iD THE HI`DRAINT SH ='.LL BE PLPYIPED DR) TYPICAL FIRE HYDRANT ASSEMBLY DETAIL 6. 11-4 TD- ISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE ., 4 8AL� E GATE 5 P©SSIBR LE- BRICK SUPPORTS OR SOLID CEMENT BLOCKS �-- TYPE "K" SOFT COPPER ORATION STOP CRUSHED STONE NOTES: 1) A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS. 3) IN SITUATIONS WHERE THE A,R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE 'WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 NO. I SHEET REVISION I BY I DATE I NO. AIR RELEASE VALVE (ARV) N TS FIG. W -9 TD -17 SHEET REVISION i PLACE L a.Ld -EG ViTHF O'ST ',PITH I ; FF r E � - FAINTED BLUE 4 FEi _ TE E AS LR'Et_TED MARKER u_CATI_H MAY BE _I.B;FC T'O HIGH,4','O DEFART: "v1EHT i.PFFO1r` -`L. rv1 "- HED% vFAE:E i . d N€... s1 i 1 1 ' , — 1 ! r V4' TE:R „ LINE } C 041CRETE _'x _` BE RIN,'] /,RBA. -1'-,T- F'. +_,_ k \ !Y ' NOTE f RE�,ICJF ,A,REA V VOL E PDXES aHAI L E'7:TUM) qIv 6) INCHES AE',CUE GR ".1 TYPICAL GATE VALVE 7D -- FRAME & COVER (SEE Fits. 5 - 1 - C),E) STREET SURFACE r._:'R NI3N - F, -, ECI AREA SLOPED AREA A r CIDA.TED STEEL RUBBER " STEPS CAST IN PLACE 3' - 0 MIN PRECAST REINFOR ED � r CONCRETE 'SECTIONS 12" MIN ._lr. RIN(3 SEALS 16 ,r MAX Y: ,N)INIMUM ELEVATION DIFFERENCE A.0 R,CI`:S N"I_H 4' - C, FROM INLET TO CUTLET SHALL BE 000 FEET. C iJCRET_tl - d`fi.IIE DEPTH OF FL, 'A+ FILLET`: CHANNEL TCa RE 3/4 NAAIIETcR tl s l rONTRIBU INi� - J ' 9 „ k I 2 'r 51 i 1 i I.EN7 F R .� A F LLETEC:� Ih to TRANSITION OF FLOA" RET)AeFEII» INLET & OUTLET FIFE SHALL EE F'FI:O IKDED. MIN. B EDDING NOTE W/ NO. 68 STONE 1, BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE '_,PECIFICALLY C)ETERMINED BY THE CONi_:',ULTANT FCTHE SO L CONDITIONS. 2. THE CCIN_,ULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OF! 1`&N - FXTFNDED BASES. S, ALL DINT=;, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND, CUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE - IN N, T, FIG. S - 1 -A 'T °F I� S �SSjONAL ��� DATE TD - 21 cm-74 SINGLE SERF! ?_E TYPICAL SERVICE LATERAL INSTALLATION N T'S FOS. ,. - T[ , B•AC KFILL SHALL y NOT CAIT,,.I1`1 ROCK, MATERIAL APR,EF THxN E` 1P,I 4•NY y, 1MEN`' >I[-)N P,JTL L.. E/ 1KFIL1 8 " "u11N r.' I IETS) FME Ec-MV- -dT rH_F�Iu�HLr� ACTEGI E Y HAl 1G ,F yF'r F ?'.QED r ,,PV. UNE Vp E C I i',NI + -AL TAMP ER. CiF F'IF'E — — — rig 68 ', TONNE BEDDING )DING 6" max 4" nit-, FICA_IIE.DATHCN ,SHALL BE REQUIRED 'NHEN SCIL f q r� tiff r t ]ryulTli tJ , ARE Ut, `S SLE ' r r, ✓ - r,`�+•i.t �+,» 4,`, ; ti, r ALL F 1(= E NOTE : 1. r FH i 1 -IT'_, IN PAVED V ITI­IiN EXI- I Ih " -J:; /DCT PRIHT -OF -WAY SHALL EE Sr:::KFL_LED ENT FELT ."ViTH H 21A STCHE. FOR DIICTILF SRC^ PF 'HE ,� THE TREN_H 'HALL BE S'_RAFEG AND COMPACTED, AND D .''.Li_ STCNE4 REMOVED _IR A 4" BEDDING OF NC_ 88 STONE SHALL BE r I1., -,, !TOED __ .'.r, tH EFc a;0 � — h I_ RED F 'E SHALL G. E h _ T aLLEC 10N A I4 C-` /;: � Id�A BEDDING. OF NO `. 68 `_, f _1NE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N T FIG. - - TD jEn ENGINEERS SURVEYORS PLANNERS ASSOCIATES PO Box 4119 1040 Avemore Square PI. Lynchburg, VA 2450' C•ha, lo n „Mlle, v '2"' '' Phonc: 4;4.316,60W Phony 434,9842700 ww wm i \:l c,al il'r SEWER SERVICE LATERAL CONNECTION NOTES WHERE A SEWER SERVICE ATERAL CONNECTS TO it MA d'•,-{i '_E AND NO 1% [ RT t I OVA I ON FOR 111� ',,LRV'CL I ATLRA I � NISI ATI I-) 11 1 !P ((_ROWN) I I�VAIFON O' 'HI , A( ATERAI P PF SHAH BE AT !_FAST C HAHEf 140 THE FOP - �OP ;CRCIWPJ ELLVAT'�C?N OF THE THE LO�.�'JFST f"��I'E CC)IJN�C:'ED TO THE MAW &C F- T SFVVFR L.,A FRAI_S TAPPED IFITO AN F.,TISTINC SEVV'FP, MAIN SHALL BE CONNECTED U� N�. i> PIPE SI \GD�F. J.lIVIMU.V BADE FOR SEVVER SERVI�_E CONNECTION SHAt_I BE (1/4" PER FOOT 4 SFVbf l AVIRAIs SHAH HAVI A M IN;M H%1 C OV HR 1 1 P OF 4'. 7T;RFATFD - - 5. AI SLNII I' LAII kAl s SHALL I AVI A IVIV MUPV� t_OVI R OF 3 FEET. FINISHED C,ROhND ` x 4 L ARKFR LT— ,?� :✓� 1'L UC, I NI.� OF 14'N u 'X,: NE SPROUF I A FR I S E CTION 4 5 01" ` 0 I — IN LINL VVYL ILL i - -- PLAN I 1 VARIFS SEWER SERVICE LATERAL CONNECTION IAA. FA. S 1 BILE HKANUi VALVE THE WATER MAIN WATER vApwc J. PLUG rwu VwK.L_ TO TEE (COAT RODS WITH BITUMINOUS PAINT) CAN —LIFE (TYPE "B ") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or a BRASS NIPPLE AND CAP �7 LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W -7) VALVE NO. 57 STONE M,J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS y., • VARIES VARIES," GALV. OR BRASS PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW —OFF ASSEMBLY N TS EEG. W -8 TD -16 DESIGNED BY: PROJECT: SET REV. NO. RU STONEFI ELD BLOCK D2 4 DRAWN BY: FINAL SITE PLAN Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: DETAILS C -23 DMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: 214075.02 407502_DET- -2.dwg CML H: N/A 11 / 14/ 14 23 of 33 V. N/A v� 3 I �I O O i c v a c'n 'v N O O �t N O O t C 3 F� I v c a� W N 1 K0, j _ �_� w Z S—} � ��� ONAL SCALE: 1 " = 20' 20 0 20 rLtiivivrtc� ASSOCIATES Yo Box d 119 ;040 Aver„, »e s�, ue Pl. Lynchbu�k.VA24502 Cha,,�� dk,VA'1911 Ph „„� 434,;166090 Q�,,,,, 4 .�K ,,�x� w -„ ,4N , ,, , oIHR BY: DW LANDSCAPE PLAN C -29 SHEET NUMBER: 29 of 33 WWA NUMBER: 214075.02 FILE NAME: 407502 LS -1.dwg DISCIPLINE: Cm� SCALE: H:1 ! =20' V. NIA DATE: 11 / 14/ 14 NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE 3 N Nj C O 'v r� F= 0 N / 0 t 3 I c -v W i ......................... 87; i NO. SHEET REVISION wal RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 m .� m SHEET REVISION w AM ___7S`A­N` —SAN SAN SAN -- NOTE: STREET TREES ALONG HYDRAULIC ROAD SHALL BE STAKED OUT STORM MH PRIOR TO INSTALLATION TO BE Ex_ 110 VERIFIED BY ACSA FOR LOCATION D z 0<- ,TH OF P RB T I 1 � �s`s��NAL E��ti STORM MH EX -2§ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' STORM MH EX -24 _STORM MH EX- 109 STORM MH L1 ® T — _ — 0 UGE --- U G E '— STOP AND STREET SIGN STORM MH FEX -23 HYATT PLACE SIGN "STOP" W PARCEL 1 TMP 61W-3-19A "25 MPH" DESIGNED BY• PROJECT OCT REV NO RU STONEFI ELD BLOCK D2 4 ENGINEERS FINAL SITE PLAN DRAWN BY: SURVEYORS ra ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: LANDSCAPE PLAN Ef C -30 DIHR BY: DMJ SHEET NUMBER: Po Box 4119 3040 Aveinore Syn<«e P1. Lynchbure, VA 24502 Charlou svM, VA22911 WWA NUMBER: FILE NAME: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 n,'( 214075.02 407502- 1S -2.dwg /DISCIPLINE: CIVIL H: 1 -20' — 1 1/14/14 30 �� 33 V. NIA 61 60 I / / 55 57 -_ i — 50 49 — 5 \ \ S9 58 IK6 — -- — 4 � X46 1 V(1 2 r WB(I I I -- > I J / 3 X!�7MMH; J WnT l ml I Q d a x D STORM M : , Ix l : h ,E t' ml( w. . ... .... .... ......... .::. ....:. :. ....:.. .:,: .,».. i ...i �: ., is RU 4/17/15 RU 5/12/15 RU 6/5/15 RU 6/22/15 m .� m SHEET REVISION w AM ___7S`A­N` —SAN SAN SAN -- NOTE: STREET TREES ALONG HYDRAULIC ROAD SHALL BE STAKED OUT STORM MH PRIOR TO INSTALLATION TO BE Ex_ 110 VERIFIED BY ACSA FOR LOCATION D z 0<- ,TH OF P RB T I 1 � �s`s��NAL E��ti STORM MH EX -2§ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 " = 20' 20' 0 20' STORM MH EX -24 _STORM MH EX- 109 STORM MH L1 ® T — _ — 0 UGE --- U G E '— STOP AND STREET SIGN STORM MH FEX -23 HYATT PLACE SIGN "STOP" W PARCEL 1 TMP 61W-3-19A "25 MPH" DESIGNED BY• PROJECT OCT REV NO RU STONEFI ELD BLOCK D2 4 ENGINEERS FINAL SITE PLAN DRAWN BY: SURVEYORS ra ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: TITLE: LANDSCAPE PLAN PLANNERS ASSOCIATES C -30 DIHR BY: DMJ SHEET NUMBER: Po Box 4119 3040 Aveinore Syn<«e P1. Lynchbure, VA 24502 Charlou svM, VA22911 WWA NUMBER: FILE NAME: SCALE: DATE: Phone: 434.316.6080 Phone: 434.984.2700 n,'( 214075.02 407502- 1S -2.dwg /DISCIPLINE: CIVIL H: 1 -20' — 1 1/14/14 30 �� 33 V. NIA vh 3 v Ki I C4 0 i c 0 a v v N O g N O r c 3 a, aci W h N E] U) w HUU I BALL WIDTH �j ( SHADE TREE PLANTING 1 I SCALE: NOT TO SCALE STAKE LANDSCAPE SCHEDULE LIMIT OF TREE PIT CALCULATIONS LIMIT OF TREE CANOPY / MULCH MINIMUM SEQUENCE OF CONSTRUCTION (GENERAL) REFER TO SPECIFICATIONS ROOTBALL SPACING/ AREA OF TOTAL 1. STAKE OUT PLANT /BED LOCATIONS. BOTANICAL / COMMON NAMES 2. CUT EDGE OF PLANT BED 3. TILL SOIL AND APPLY AMENDMENTS TO ENTIRE PLANTING AREA. 4. APPLY PRE - EMERGENT HERBICIDE (TWO WEEKS PRIOR TO PLANTING). 5. INSTALL PLANTS. -OR ADJACENT 6. INSTALL FERTILIZER TABLETS IN EACH PLANT PIT. DNS. 7. PLACE BACKFILL. Al_ LEADER. 8. WATER EACH INDIVIDUAL PLANT THOROUGHLY. OR 2" MAX. 9. PLACE MULCH OVER ENTIRE PLANT BED. -INISH GRADE. 10. WATER ENTIRE PLANT BED THOROUGHLY. BE PLACED T & REMOVE TOP 1/3 OF BURLAP ROM ROOTBALL. 31NG TO LIMIT OF CANOPY q. DIA., WHICH EVER IS GREATER. -CUT EDGE IG SOIL MIX LANTING IN LAWN, SEED / SOD OF MULCH RING TRADE NT PLANTING; %N FOR MATERIALS. ( SIDES AND BOTTOM OF 'IT TO 1" DEPTH. %MPED SOIL TO ROOT BALL JRBED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. PN1511 3 EVERGREEN TREE PLANTING SCALE: NOT TO SCALE SET TREE W/ 1/8 OR 2" MAX OF ROOT BALL ABOVE GRADE CUT AND REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED SOIL MIX AS SPECIFIED SHOVEL -CUT MULCH EDGE FINISHED GRADE SCARIFY SIDES OF HOLE PRIOR TO PLANTING UNDISTURBED SOIL SHRUB PLANTING ner r. 077F TA cnli ff- FIRST LATERAL ROOT FLUSH WITH FINISH GRADE MULCH (TYP.)(3" DEPTH) TOOLED BED EDGE, MIN. 4" DEPTH, ALIGN LIMIT OF MULCH WITH PLANT CANOPY UNLESS OTHERWISE INDICATED ON PLAN (TYP.) FINISH GRADE, CONDITION VARIES SEE PLAN (TYP.) REMOVE j OF BURLAP FROM TOP OF ROOTBALL PLANTING SOIL MIX AS SPECIFIED COMPACTED OR UNDISTURBED SOIL TAMPED SOIL UNDER ROOTBALL TO PREVENT SETTLING TILLED SOIL NOTES: 1. NEVER CUT CENTRAL LEADER. 2. CUT & REMOVE WIRE BASKETS IF APPLICABLE. 2. MULCH NEVER TO BE PLACED AGAINST TRUNK/ROOT FLARE. RAIL LEADER FLAG, ONE PER WIRE TURN - BUCKLE (3 REQ'D) 1/8 OR 2" MAX. OF 3OVE FINISHED GRADE 'ECIFIED -8" MIN. DEPTH MULCH EDGE ►IL, SEE SPECS. D SUBBASE EES, CUT AND ,LAP FROM TOP BALL MULTI -STEM TREE PLANTING QnAI C. WAY -M QnAI C PLANTING NOTES 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 111OW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: BLOCK D2 PARCEL: 239,017 SQFT PROJECT AREA OUTSIDE OF BLOCK D2 PARCEL: 7.173 SQFT TOTAL PROJECT AREA: 246,190 SQFT PERCENT OF TREE COVER REQUIRED: X 15% REQUIRED CANOPY COVER: 36,929 SQFT PROPOSED CANOPY 37,093 SQFT TREE (S) FROM PREVIOUS PHASES (10 YEAR CANOPY)9 SQFT TOTAL CANOPY FOR PROJECT AREA (BLOCK D2): 37,572 SQFT PARKING LOT LANDSCAPING: IMPERVIOUS AREA OF PARKING: 3,120 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 156 SQFT PROPOSED PARKING LOT LANDSCAPING: 3,133 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 18 PARKING SPACES / 10 = 1.8 PROPOSED PARKING LOT SHADE TREES: 8 Figure 1: HVAC Screening Options 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 ,11 of y = DESIGNED Rv : PROJECT: STONEFI ELD BLOCK D2 SET REV. N0. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 r 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 r� ENGINEERS DRAWN BY. FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 ,.. SURVEYORS To ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U � MPLANNERS H RB , T -I' I TITLE: DIHR BY: LANDSCAPE DETAILS C -31 I ASSOCIATES DMd SHEET NUMBER: PoB °X4'2 3040AVl'l W.&nare1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 77����A Y �j i Lynchburg, VA ?4502 Churbucsvllle. VA ?2911 �t�iiL "�� Phone 434.716.6080 Phone 434.984.2700 407502 LS -3.(JW CML H: NIA NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE wv.w_w wa'soclaucs.nct 214075.02 9 V. A 11114114 31 of 33 LANDSCAPE SCHEDULE CALCULATIONS MINIMUM MINIMUM SPACING/ AREA OF TOTAL CODE QTY BOTANICAL / COMMON NAMES Type ROOT CALIPER HEIGHT As Shown TREE IN SF. AREA IN SF. Shade Trees UNIT TOTAL Acer rubrum 'Autumn Flame'/ Autumn Flame AF 13 Shade 1 3/4 "c 10' B &B A.S. 177 2,301 Red Maple BN 3 Betula nigra "Heritage" / "Heritage" River Birch Shade 10' B &B A.S. 397 1,191 HL1 8 Gleditsia triacanthos inerrnis / Thornless Shade 3 1 /2"c 17.5' B &B A.S. 541 4,328 Honeylocust Acer rubrum 'October Glory'/ October Glory 0 15 Shade 1 3/4 "c 10' B &B A.S. 397 5,955 Red Maple PA2 1 Platanus acerifolia'Bloodgood' / Bloodgood Shade 1 3/4 "c 11' B &B A.S. 368 368 London Plane Tree QP1 24 Quercus phellos 'QPSTA' / Hightower Willow Shade 21/2"c 13' B &B A.S. 419 10,056 Oak Quercus phellos 'QPSTA' / Hightower Willow QP2 9 Shade 1 3/4"c 11' B &B A.S. 370 3,330 Oak Ornamental (Flowering) Trees AG 14 Acer ginnala 'Flame'/ Flame Amur Maple Shade 6 -T B &B A.S. 206 2,884 DW 6 Cornus florida / Flowering Dogwood Ornamental 6 -7' B &B A.S. 124 744 OC 6 Prunus incisa "Okam ell /Okame Flowering Cherry Ornamental 6 -T B &B A.S. 99 594 RB 4 Cercis canadensis / Eastern Redbud Ornamental 6 -7' B &B A.S. 124 496 Amelanchier grandiflora "Autumn Brilliance" / S 7 Ornamental 6 -T B &B A.S. 130 910 Autumn Brilliance Serviceberry Evergreen Trees AH 6 Ilex Opaca / American Holly Evergreen 4' -5' B &B A.S. 56 336 116 Total Trees Provided Total Tree Canopy Area Provided 33,493 Shrubs/ Groundcover UNIT TOTAL AB 18 Abelia grandiflora / Glossy Albelia 1 1/2' -2 1/2" B &B A.S. 14 252 Virbumum dentatum "Chicago Luster' / AV 28 l' -1 1/2' B &B A.S. 31 868 Chicago Luster Arrowwood Virburum I 21 Ilex glabra "Nigra" / Nigra Inkberry Holly 1 112' -2 1/2" B &B A.S. 23 483 PL 17 Prunus laurocerasus "Luyken" / Luyken Cherry 1 1/2' -2 1/2" B &B A.S. 10 170 Laurel RD 10 Comus sericea / Red Twig Dogwood 1' -1 1/2' B &B A.S. 72 720 Illex verticillata'Red Sprite' / Red Sprite WB 27 1' -1 1/2' B &B A.S. 41 1,107 Winterbery 121 Total Shrubs/ Groundcover Provided Total Shrub Canopy Area Provided 3,600 Total Canopy Area Provided I I I 1 37,093 1. THE CONTRACTOR SHALL PROVIDE MATERIALS, LABOR AND EQUIPMENT TO COMPLETE LANDSCAPE WORK AS SHOWN ON THE PLANS AND PER THE PLANTS SECTION OF THE SPECIFICATIONS. 2. PLANT MATERIAL SHALL CONFORM TO THE SIZES GIVEN IN THE PLAN LIST AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH THE "AMERICAN STANDARD FOR NURSERY STOCK," LATEST EDITION. PLANT MATERIAL EXHIBITING A SPINDLY OR LOP -SIDED HABIT OR OTHER FEATURE THAT DETRACT FROM ITS HEALTH OR APPEARANCE WILL BE REJECTED. 3. PLANTING SHALL BE IN ACCORDANCE WITH STANDARD AMERICAN ASSOCIATION OF NURSERYMEN PROCEDURES AND SPECIFICATIONS. 4. CONTRACTOR SHALL CONTACT UTILITY COMPANY AND VERIFY THE CORRECT LOCATION OF UNDERGROUND UTILITIES WITHIN THE LANDSCAPED AREA PRIOR TO INSTALLATION OF PLANT MATERIAL. IF CONDITIONS ARISE IN THE FIELD WHICH NECESSITATES SHIFTING OF THE PLANT MATERIAL, LANDSCAPE ARCHITECT IS TO BE CONSULTED PRIOR TO RELOCATION. 5. OBTAIN APPROVAL FROM OWNER BEFORE MAKING ANY SUBSTITUTIONS OR CHANGES. 6. PLANT BEDS AND TREE PITS SHALL HAVE A GRANULAR PRE - EMERGENT WEED CONTROL APPLIED PER MANUFACTURER'S RECOMMENDATION PRIOR TO MULCHING. 7. PRECAUTIONS SHALL BE TAKEN TO AVOID DAMAGE TO EXISTING PLANTS, TURF AND STRUCTURES. DAMAGED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS. TURF AREAS DISTURBED BY PLANTING OR GRADING OPERATIONS SHALL BE FINE GRADED AND SEEDED OR SODDED. DEBRIS AND WASTE MATERIAL RESULTING FROM PLANTING OPERATIONS SHALL BE REMOVED FROM PROJECT AND CLEANED UP. 8. PLANT FOR BEST APPEARANCE FOR REVIEW AND FINAL ORIENTATION BY LANDSCAPE ARCHITECT. 9. PLANT BEDS AND PLANTING AREAS TO BE MULCHED TO A DEPTH OF 3" UNLESS OTHERWISE NOTED ON DRAWING. 10.ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 111OW MAINTENANCE GROUND COVER (NOT GRASS) SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1. LANDSCAPE TABULATIONS TOTAL TREE COVERAGE: BLOCK D2 PARCEL: 239,017 SQFT PROJECT AREA OUTSIDE OF BLOCK D2 PARCEL: 7.173 SQFT TOTAL PROJECT AREA: 246,190 SQFT PERCENT OF TREE COVER REQUIRED: X 15% REQUIRED CANOPY COVER: 36,929 SQFT PROPOSED CANOPY 37,093 SQFT TREE (S) FROM PREVIOUS PHASES (10 YEAR CANOPY)9 SQFT TOTAL CANOPY FOR PROJECT AREA (BLOCK D2): 37,572 SQFT PARKING LOT LANDSCAPING: IMPERVIOUS AREA OF PARKING: 3,120 SQFT PARKING LOT LANDSCAPING REQUIRED: X 5% REQUIRED PARKING LOT LANDSCAPING: 156 SQFT PROPOSED PARKING LOT LANDSCAPING: 3,133 SQFT PARKING LOT SHADE TREES: SHADE TREES REQUIRED: 1 TREE PER 10 PARKING SPACES PROVIDED SPACES: 18 PARKING SPACES / 10 = 1.8 PROPOSED PARKING LOT SHADE TREES: 8 Figure 1: HVAC Screening Options 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 ,11 of y = DESIGNED Rv : PROJECT: STONEFI ELD BLOCK D2 SET REV. N0. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 r 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 r� ENGINEERS DRAWN BY. FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 ,.. SURVEYORS To ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: U � MPLANNERS H RB , T -I' I TITLE: DIHR BY: LANDSCAPE DETAILS C -31 I ASSOCIATES DMd SHEET NUMBER: PoB °X4'2 3040AVl'l W.&nare1 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE: 77����A Y �j i Lynchburg, VA ?4502 Churbucsvllle. VA ?2911 �t�iiL "�� Phone 434.716.6080 Phone 434.984.2700 407502 LS -3.(JW CML H: NIA NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE wv.w_w wa'soclaucs.nct 214075.02 9 V. A 11114114 31 of 33 Ol O C 0 'a 41 cn 'v Ez N V_ N / .i 0 toZ C 3 a, W N / z NYLOPLAST 30" DRAIN BASIN: 2830AG X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS /TAKE OFF) REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE 0' - 360° ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HOPE (ADS N -12 /RANCOR DUAL WALL, ADS / HANCOR SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900IC905.. CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) - 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001 -110 -111 FOR NON TRAFFIC INSTALLATION, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (10" MIN. BASED ON MANUFACTURING REQ,) 6" MIN GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS HI-20 3099CGP 7001 -110 -220 STANDARD MEETS H -20 3099CGS 7001- 110 -221 SOLID COVER MEETS H -20 3099CGC 7001 -110 -222 DOME N/A 3099C60 7001 -110 -223 1 - GRATES /SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY E8C MATERIAL PEDESTRIAN STANDARD SOLIDCOVER 3130 VERONA AVE 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT DOME N/A 2499CGII BUFORD, GA 30518 TO PL. 3 -DRAIN BASIN TO 8E CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 0403 -06 7001 - 110 -075 Nylo last PHN (770) 932 -2443 RISERS ARE NEEDED FOR BASINS OVER 64" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING N0. 7007 -710 -065. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR CCA PROJECT NOJNAME Nyl'0 l+dst FAX (770) 932 -2490 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT NOJNAME ✓ r www.nyloplast- us.cam ASTM D3212 FOR CORRUGATED HOPE TADS N- 12lHANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION 12.29 -11 TITLE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS N-12 HP, &PVC SEWER (4" - 24 "). CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE OB -17.13 NON TRAFFIC INSTALLATION 30 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360'. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. cau, Lvlu. °ins., DWG SIZE ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110 -012. PERMISSION FROM NYLOPLAST. sou Nrlar+lnsr DWG SIZE A SCALE 1:40 SHEET i OF i DWG N0. 7001 - 110.193 REV F feTiTiTiTiris4l APPROX. DRAIN AREA = 324.00 SO IN APPROX. WEIGHT WITH FRAME - 237,00 LBS M m f:]L5I'i�111rii DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H -20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 -50 -05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001 - 110 -022 18" GRATE FRAME 18" STANDARD GRATE 031.87 5116 -18 X 1" LONG HEX BOLT DRILL 0.343 THRU GRF ZINC GOLD STEEL 2 PLACES COUNTERBORE 01.0(, „.« DWG. NO. 7001 -100 -049 2 PLACES 036.00 G[e7�TiTiTiZ� NOTE: LOCATION OF LOCKING DEVICE MAY VARY (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) DRI I TAP 5,,,.,,, 2 PLACES NYLOPLAST 24" DRAIN BASIN: 2824AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE. 4"- 24" FOR CORRUGATED HDPE (ADS N- 121HANCOR DUAL. WALL, ADS / HANCOR SINGLE WALL), N -12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1 - GRATESiSOUD COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05. 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70- 50 -05. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO 7001 -110 -065. 4 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N- 12,'HANCOR DUAL WALL), N -12 HP & PVC SEWER. 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360 °. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO 7001 -110 -012. (5) ADAPTER ANGLES ARIABLE 0° - 36C ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001- 110 -111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, GRATE OPTIONS LOAD RATING PART# DRAWING# PEDESTRIAN STANDARD SOLIDCOVER MEETS_ 1+10 MEETS HF20 MEETS H-20 2499CGP 2499CGS — - 2499CGC 7001 - 0.216 700111 - 110 -217 7001- 110 -218 DOME N/A 2499CGII 7001 - 110.219 DROP IN GRATE LIGHT DUTY 2401 DI 7001 - 110 -075 4" MIN C 6' MIN NON TRAFFIC INSTALLATION DRAIN BASIN - RUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, TER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CJA MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER. OR DATE 9 -30 -98 Nylo last PHN (770) 932 -2143 FAX (770) TECHNICAL NFFORMATIION SHOWN HEREIN REVISED REVISED BY CCA PROJECT NOJNAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OFANY DATE 12.29 -11 DRAIN BASIN &INLINE DRAIN ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT- BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. cau, Lvlu. °ins., DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001- 110.111 REV D 12" GRATE FRAME 1299CGSL 12"STANDARD GRATE f 1/4 -20 X 1 112" LONG HEX BOLT ZINC GOLD STEEL DWG. NO. 7001 -100 -048 NOTE: LOCATION OF LOCKING DEVICE MAY VARY DRILL 0.281 THRU GRATE ONLY COUNTERBORE 0.75 X.18 DP 12" COVER FRAME 12" SOLID COVER 114 -20 X 1 112" LONG HEX BOLT ZINC GOLD STEEL JJJ DWG. NO. 7001- 100-048 NOTE: LOCATION OF LOCKING DEVICE MAY VARY DRILL 0.281 THRU GRATE 0 COUNTERBORE 0.75 X.18 DP � �oar�rl DRILI TAP 114 -20 THREAD DRIL TAP 1/4 -20 THREAD 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 TH OF � = DESIGNED Rv : PROJECT. STONEFIELD BLOCK D2 SET REV. N0. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 I 4 ENGINEERS FINAL SITE PLAN `7 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 r DRAWN BY: WA A SURVEYORS Ta ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: 4 SIGNATURE SET RU 6/22/15 v H RB T I � PLANNERS TITLE: ASSOCIATES DIHR BY. DETAILS C -32 DW �'0 G — Z Z —I PO Bu 4119 3040 AYeIT111Te SgUare PI. DATE: SHEET NUMBER: ti Lynchburt_. VA'_49H2 Ch i >Ilesv;Ile. VA 23911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: �`�f ONAL �'�� Pnone 4 4.slh.6osa PI1<n 4s4.9x4.z�uo 407J�0� DET— .3.CIW CN�L H: N�A 32 Of 33 N0. SHEET REVISION BY DATE N0. SHEET REVISION BY DATE wWti 15W3Jt1�tL R1 214075.02 9 �. N A 11 �14�14 PLAN (GRATE REMOVED) DIMENSIONS FOR CAST IRON ONLY DETAIL A �t2 1911 � t2" 1/z SECTION CAST IRON I I/z SECTION STEEL NOTES OTES LUGS TO BE L 21/1' x 2 %i' x i /l' CAST WITH 10' -4" LONG i• DEPTH OF INLET (H) TO BE SHOWN ON COLLAR PLANS. DEPTH GREATER THAN 10'U5E - -"'-� STANDARD DI-1A A (`B I� 'L J= OPTIONAL BRACE RIBS B CAST I GALV. STRUCTURE. IRON I STEEL ONE WELDED 66 ± JOINT 3 LEIS 1 43.6 LEIS WELD ALL INCLUDING I� INCLUDING TLLUGS (CONNECTOR B Z. STANDARDS '•R' S AND SHOWN ON THE STANDARDS AND ON THE PLANS STRUCTURE. WILL E MEASURED FROM THE INVERT OF D FROM ONE WELDED THE PIPE TO THE TOP OF THE E JOINT STRUCTURE. PLAN '•H" DIMENSIONS ARE APPROXIMATE ONLY FOR R ESTIMATING WELD ALL PURPOSES AND ACTUAL DIMENSIONS C R ONNECTO SHALL BE DETERMINED THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING 3. WHEN SPECIFIED ON THE PLANS THE COLLAR DETAIL MIN RAISED CITTERINC INVERT IS TO BE SHAPED IN ACCORDANCE 12" CONCRETE PPE - 1.440 CU. YD. CONCRETE 15'• CONCRETE PPE - 1.628 CUr YD, CONCRETE WITH STANDARD IS -1. THE COST OF IN THE 8D PRICE FOR THE STRUCTURE. 5. STEPS ARE TO E PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST -1. 6. THIS ITEM MAY E PRECAST OR CAST- FURNSHNNG AND PLACING ALL MATERIALS DETAIL B INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BD PRICE FOR THE /Y, x 1'/2 I /z" z 4" STRUCTURE. LUGS (- -, CONNECTORS RS 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A • BOTTOM OF THE STRUCTURE, THE INVERT OF THE OF SHALL BE SHAPED SECTION A -A ``,,, n ' 1(/ " '�;.;+ I I -. SEE DETAIL 8 ( WITH CEMENT MORTAR TO PREVENT CONCRETE QUANTITIES FOR MIN. DEPTH SECTION B -B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING BARS COLLAR DETAIL MIN RAISED CITTERINC AND PLACING ALL MATERIALS INCDENTAL TO INLET SHAPING IS TO BE INCLUDED 12" CONCRETE PPE - 1.440 CU. YD. CONCRETE 15'• CONCRETE PPE - 1.628 CUr YD, CONCRETE PRPROXST I WEIGHT 11/4' �4' CAST IRON GRATE 363 * 18 LEIS IN THE 8D PRICE FOR THE STRUCTURE. 5. STEPS ARE TO E PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST -1. 6. THIS ITEM MAY E PRECAST OR CAST- DUMP NO WASTE DRAINS TO WATERWAYS DETAIL B E LETTERING MAY 24" CONCRETE PIPE - 1,817 CU. YD. CONCRETE U ( IN-PLACE. HARDWARE 2'_6„ 1 3 SEE DETAIL 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C -C TO BE PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. #68, #78 OR #8 x 6 WIDTH �j 0 O I I N 70 ABUTTING CONCRETE TO PREVENT SETTLEMENT. N LIEU E DOWELS A 2 "X4" NOTCH MAY BE PROVIDED. Lln. Ft. * u 233 302 SEE STANDARD T-13I-3, 4 FOR 3" DIAMETER WEEP HOLE SEE NOTE 8 104.01 m ALTERNATE DESIGN. 8. 3" DIAMETER WEEP HOLE WITH 12 "X12" 1/ " DI -2A 2'-2' 1.71 PLASTIC HARDWARE CLOTH MESH OR GALVANIZED STEEL WIRE �,N*MIUM OR 24" 5 _Lin. 3' -2" WINE DIAMETER 0.03",HOREDR IR MESH 3'-6" _ O - HARDWARE CLOTH ANCHORED STRUCTURE TO THE OUTSIDE OF THE STRUCTURE NN Nye ° TABLE OF QUANTITIES . ° d ICORR. METAL 9. CAST IN PLACE CONCRETE IS TO E CLASS A3 W000 PSI). PRECAST 7. REINFORCING STEEL CLASS S TO E 4000 151. SECTION A -A ``,,, n ' 1(/ " '�;.;+ I I -. SEE DETAIL 8 ( H). ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL E THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH CONCRETE MAY BE SUBSTITUTED FOR THE CAST IRON BARS A -1 LUGS AS SHOWN HEREON. 12" CONCRETE PPE - 1.440 CU. YD. CONCRETE 15'• CONCRETE PPE - 1.628 CUr YD, CONCRETE PRPROXST I WEIGHT 11/4' �4' CAST IRON GRATE 363 * 18 LEIS 11. DUMP NO WASTE DRAINS TO WATERWAY LETTERING S REQURED ON ALL DI -1 18" CONCRETE PPE - 1.620 CU. YD. CONCRETE BARS E E LETTERING MAY 24" CONCRETE PIPE - 1,817 CU. YD. CONCRETE SECTION C -C SECTION D -D VARY BYLMANUFAACOUFRELR AD°DITIONA FOOT °OF`F DEPTH. GRATE DETAIL No. `V00T No. STANDARD DROP INLET No. SPECIFICATION REE ROAD AND BRIDGE STANDARDS Lln. Ft. * 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10- VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF 1 REVISION DATE 104.01 3 0 C4 0 V• C c a 0 y/A� 'v 0 0 �r C4 / a� O t C 3 1� a, W P C4 / C DI-2A 2B, 2C EXISTING OR PROPOSED SIDEWALK, SEE NOTE 16 EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT F3­A BARS A-1a Fw-c 5 C -C I i FACE OF CURB FLOW CRACK CONTROL JON L>•- C W ANN, 3' -6•' 6' to'MAX. � PLAN VIEW 1aMAic A L-IARIABLE-A1 , 20' 2,_pr. g, g„ GALVANIZED MC 6 X 12 I _ 1 DIAMETER W I S../ BARS E WEEP HOLE SEE NOTE 8 FRONT ELEVATION DI-2A -..' BARS A -1 u GALV. k6X12 3' �2" BARS A -1 a 10" C-C `�D ���� D BARS B `� I EVED M - TYPICAL BARS C m a 8" C-C oAIRS A to" C-C E SECTION B -B COLLAR ff BARS A - X21 /i'X' /:'SLOPE of APPROACH SURFACE GALY. MC6X72 MS E wWARPEEDE SECTION D -D e" C -C WELD 1_y„ BEFORE BARS B -1 GALV. It 8" CAM WELD ALL MC6X72 I/I X 4" STUD SHEAR SECTION C -C CONNECTOR ADECREASE TO 1' TO COLLAR. WHEN INLET IS USED SECTION E -E WITH MEDIANS. WARPED GUTTER APPROACH GUTTER L I I I LI FLOW - ' m WEEPHOLE y, X 1/ 11 L 21 X21 'X7 /4" r- r BMS A_1 F- SEE NOTE 8 ENT PLATES `� SLOPE O �12 ` _ _I BMS A - - APPROACH no 4i • BMS _ _ a „ C -C SURFAIDE �T = BAR B a s� FOR USE ON GRADES w • y '� 1 1/i„ 1 X4" STUNpN D62C f L -1 v W BMS F - Ial6" C C ED�P � OU ANGL ON a 2' C -C I TYPE A WARPED TYPE TYPE B r- •' STEPS F�OW I FLT OW SEE NOTE 5 NOSE DETAILS i - TYPE A NOSE DETAIL SHALL BE USED WITH CC-7 STANDARD. TYPE 8 NODE DETAIL SHALL E USED WITH CG -6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BE BEryT ON AN ANGLE FOR USE IN SACS SECTION A-A OF 68* CON NE TORS°WEBE AN 0 ED WIPLAI XAT 2'C-C. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. `VDar SPECIFICATION ROM AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 01 -3A. 38, 3C PnR nFTAII S (,F INI FT EXPM 51011 TABLE OF QUANTITIES . DI -2A, 28.2C ICORR. METAL L 7. REINFORCING STEEL I BARS A BARS B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TYPE BARS CONCRETE BARS A BARS A -1 BARS B BARS B -1 BARS C BARS E BARS F WEIGHT Lin. Ft. 1i No. Cu. Yds. No. Lin. Ft. No. Ft. No. Lin. Ft. No. Lln. Ft. * Lb.. Lin. Ft. No. Lin. Ft. No. Lin. Ft. Lb.. DI -2A 2'-2' 1.71 4 3' -2" 5 _Lin. 3' -2" 4 3'-6" - - 5 2' -0" - - - 1' -6" 55 1' -6" 4' t95 4 3'-2•' 5 5'-0" 4 1 31_611 3 4'-3" to 4'-6" 5 2'-0" 3 2'-0" 3 V-611 84 �� 6' 2.23 4 3' -2" 5 7' -0" 4 3' -6" 7 4' -3" to 4' -6" 5 2' -0" 3 4' -0" 3 T -6" 119 3.46 8' 2.51 4 S-2" 5 11-01, 4 3' -8" 11 41-3" to 4' -6" 5 2'-0" 3 6' -0' ISO 1' -6" 154 DI -2B 10' 2.79 7'-e- 31-2" 5 11' -0" 4 3'-6" 15 4 °T' to 4'-8" 5 2' -0" 3 8'-0" 1,-()" 1'-6" 189 12' 12' 3.05 4 N -2" 5 13'- " 4 3'-6" 19 4' -3" to 4' -6" 5 2' -0•' 3 ' -0" 3 1' -6" 224 14' 1 3.34 4 3.-2.. 5 15' -0" 4 3' -6" 23 4' -3" to 4' -6" 5 21-01, 1 3 12' -0" 3 T-8" 259 16' 1 3.61 4 3'-2" 5 17' -0" 4 3'-6" 27 4' -3" to 4'-6" 5 2' -0" 3 14' -0" 3 1' -6" 294 1,-0" 18' 1 3.89 4 3'-2" 1 5 19' -0" 4 3' -6" 31 1 4' -3" to 4' -6" 5 2'-0" 3 16' -0" 3 1' -1'1 329 4 20' 1 4.17 4 N -2" 5 21' -0" 4 31-6" 35 1 4'-3'• to 4' -6" 5 2' -0" 3 18' -0" 3 1 1'-6" 364 1' -6" 6' 2.24 3' -2" 3 ' -0" 4 3' -6" 6 4' -3" to 4' -6" 5 2'-0" 6 2-i" 3•-2' V' 6'• 115 6 8' 2.55 4 N -2" 5 W-O" 4 3' -6" 10 4' -3" to 4' -6" 5 2`0" 6 3'-i" 6 T-6.. 150 2' -9" IV 2.82 4 - 1170•' 4 ,_ „ 14 41-3" to 4' -6" 5 2'-0" 6 4' -1" 5' -7" 3 185 GI -2C 72' 3.09 4 Y-2" ' 5 13'-0" 4 3' -8" 18 4' -3" to 4' -6" 5 2' -0" 6 5' -i" 6 ,_ ,. 220 3,_2,. 14' 3.37 4 N-2" 5 15' -0" 4 3' -6" 22 4'-3" to 41-6" 5 2' -O" 6 6'-1" 6 1'-6" 255 3 16' 3.65 4 '- 5 M -0" 4 3' -8" 26 4' -3" to 4' -6•' 5 2' -0" 8 7' -1" 6 1' -6" 290 ' -7" 18' 3.93 1 4 3' -2" 5 19'-0- 4 " 30 4' -3" to 4' -6•' 5 2'-0" 6 8' -1" T -9" 1' -6" 325 20' A. 3' -2" 3' -2" 5 6 1' -6" ' -6" 7 9' -1" 10 g._9,r 760 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL HAVE A 2t MINIMUM HEIGHT = PIPE OA +2'-e" WHEN PIPES 3 MINIMUM COVER OF 2 ". ME LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS g 1_ .. ,_ „ AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2'% IS REQUIRED ON ALL O -2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -N PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL E DETERMINED (3000 PSI). PRECAST CONCRETE IS TO E BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. 1/¢" MIN RASED "ITTERNC WHEN SPECIFIED ON THE PLANS THE INVERT IS 12, LENGTH OF SLOT (U WILL, IN EVERY CASE, BE 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS -1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAWS TO WATERWAYS MATERIALS IN CIDENTAL TO THE SHAPING IS TO E 13. THIS STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH IN 4. S HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE SHAPED CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI -M8. 2'-6" WITH CEMENT MORTAR TO PREVENT STARING OR SEE PONDING, OF WATER IN THE STRUCTURE THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE DETAIL A OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO E INCLUDED THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. F D F IN TIE BID PRICE FOR THE STRUCTURE, 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH p /z" STEPS ARE TO E PROVIDED WHEN H IS 4' -0" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT OR GREATER. FOR DETAILS SEE STANDARD ST -1. DISPLACED BY PIPES MUST BE DEDUCTED TO S. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY E PRECAST OR CAST-IN- PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1" S. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C -C TO E PLACED IN ALL AREAS ADJACENT 17. LENGTH OF MIGLE IRON AS SHOWN ON SHEET DETAIL A ~GRATE 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS. /FT. 45• 3" DIAMETER WEEP HOLE TO E LOCATED TO 18. *DENOTES LENGTH OF ONE (1) BAR. 150 ± 7 LEIS CAST IRON &I a. DRAIN SUBBASE MATERIAL. WEEP HOL WITH 12 "X12" PLASTIC HARDWARE CLOTH 1 �' MESH 19. ALL REINFORCING BARS TO E #5. OR GALVANNZED STEEL WIRE, MI WIRE 20. GRATE TO E INSTALLED SO SLOTS WILL DIRECT SECTION F-F DIAMETER O7HANCHORE'OMD FIRMLY TO THE DE WATER TOWARD THE INLET THROAT. OF THE STRUCTURE. SPECIFICATION `vD"r REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS 233 12" - 24" PIPE: MAXIMUM DEPTH (H) -9' REVISION DATE _ SHEET 2 OF 2 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 01 -3A. 38, 3C PnR nFTAII S (,F INI FT EXPM 51011 I I 8" rifa�t/N B BA z s 2r. SECTION A -A /"KEYED CONST. JOINT 10'1' WARPED � GUTTER 1.... APPR.A H I .r BARS A % ,., �M �r ______ ______________ 1 BARS F BARS E B -I #3.' DIAMETER BARS E WEEP HOLE FRONT ELEVATION BARS F -� 6° T -s•' g•• BARS B (GUTTER REMOVED) 1/ ♦,, 5 %' /q" BENT PLATE LI, \ SECTION B-B / R TYPE A NOSE DETAIL SHALL E USED WITH CG -3 & CG-7 STANDARDS. TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 & CG -6 STANDARDS. TYPE A GAL VAN12tD TYPE B /i' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH X 4" STUD SHEAR NOSE DETAILS WELDED TO AND PLATE AT 2'C -C. 2„ APPR. PAVEMENT DI -38 L DI 3C L WARPED PAVEMENT Mi - - - _ _ - _ _ - - ' F��OW FLOW FEW T -D" 1 1 L DETAJ WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL OT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET I OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES DI -3A 38. 3C TYRE �Ils . REINFORCING STEEL ICORR. METAL 1. DEPTH OF INLET (H) TO E SHOWN ON PLANS. 7. Concrete I BARS A BARS B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS BARS C BARS D BARS E BARS F BARS G WEIGHT 3,_5„ Ft. 5 . Ft. Co. Yde. I No. Lin, Ft. iIH No. Lin. Ft. 1i No. Lin. Ft. +It 11�: Lin. FtA :: 1:1:1^.^.: No. ���^.C:.^.��:::CO� No. Ln. Ft. Lb.. O -3A '-6" 1.15 2.26 :� ::: _ !)•I! _ 1 51-7" 3 3,_2„ _ _ _ _ 6 _ OF THE STRUCTURE. 4' 1.83 2.59 5 1' -6" 2 ��I�IYae,---- MATERIA_S INCIDENTAL TO THE SHAPING S TO BE '-7" 3 t •----- 4 �f•��alal�al�����f•�����1 3 1' -6" 4 - 64 10. 6` 2.75 3.Q2 �� 3' -6" 6 19. ALL REINFORCING BARS TO E #5. 5'-7" 3 3' -2" 4 3' -6" 3 1' -8" 4 1 IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO ' 3.67 3.46 5 5'-6•' 10 MINE 3 5' -7•' 3 3' -2" 4 ' -6" 3 1'-6" 4 11-01. ISO I I 8" rifa�t/N B BA z s 2r. SECTION A -A /"KEYED CONST. JOINT 10'1' WARPED � GUTTER 1.... APPR.A H I .r BARS A % ,., �M �r ______ ______________ 1 BARS F BARS E B -I #3.' DIAMETER BARS E WEEP HOLE FRONT ELEVATION BARS F -� 6° T -s•' g•• BARS B (GUTTER REMOVED) 1/ ♦,, 5 %' /q" BENT PLATE LI, \ SECTION B-B / R TYPE A NOSE DETAIL SHALL E USED WITH CG -3 & CG-7 STANDARDS. TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 & CG -6 STANDARDS. TYPE A GAL VAN12tD TYPE B /i' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH X 4" STUD SHEAR NOSE DETAILS WELDED TO AND PLATE AT 2'C -C. 2„ APPR. PAVEMENT DI -38 L DI 3C L WARPED PAVEMENT Mi - - - _ _ - _ _ - - ' F��OW FLOW FEW T -D" 1 1 L DETAJ WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL OT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS SHEET I OF 2 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES DI -3A 38. 3C TYRE L AREA OF SLOT REINFORCING STEEL ICORR. METAL 1. DEPTH OF INLET (H) TO E SHOWN ON PLANS. 7. Concrete I BARS A BARS B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS BARS C BARS D BARS E BARS F BARS G WEIGHT 3,_5„ Ft. 5 . Ft. Co. Yde. I No. Lin, Ft. iIH No. Lin. Ft. 1i No. Lin. Ft. +It No. Lin. FtA No. Lin. FL* No. Lin. Ft.* No. Ln. Ft. Lb.. O -3A '-6" 1.15 2.26 _ _ _ _ 1 51-7" 3 3,_2„ _ _ _ _ 6 _ OF THE STRUCTURE. 4' 1.83 2.59 5 1' -6" 2 6' -7" to 6' - MATERIA_S INCIDENTAL TO THE SHAPING S TO BE '-7" 3 N -2' 4 1-6" 3 1' -6" 4 - 64 10. 6` 2.75 3.Q2 5 3' -6" 6 19. ALL REINFORCING BARS TO E #5. 5'-7" 3 3' -2" 4 3' -6" 3 1' -8" 4 1 IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO ' 3.67 3.46 5 5'-6•' 10 A'-7" 6-- P 3 5' -7•' 3 3' -2" 4 ' -6" 3 1'-6" 4 11-01. ISO DI-38 10, 4 OMITTED (SEE DETAIL). 5 7'-e- 14 6-7" to 6'-10" 3 5`7" 3 3' -2" 4 7- " 3 1' -6" 4 1,-()" DETAILS SHOWN ON STANDARD DRAWING DI-MB. 12' 5.50 4. 5 9' -8" 18 6' -7" t '- •, ' -7" 3 30_2" B'-6" 3 i' -6" 4 ,_ " 251 4' 6.42 4.78 5 11' -8" ' -7" 3 3' -2" 4 W-6" 3 13_6„ 4 - 7.33 5.22 5 13' -8" 26 - ' -7" 3 3' -2" 4 131-6" 3 1'-8" 4 1,-0" 345 1 ' 8.25 5.66 5 15- 3 5'-7" 3 3' -2" 4 i '- 3 1' -6" 4 1--011 391 0' 9.17 6.09 5 176„ 34 '- „ '- " 3 '-7" 3 3' -2" 17'- " 3 1' -6" 4 - 6' 2.75 3.. 1 10 1' -9" 4 8' -7" to 6' -D" 5 5' -7" 3 3•-2' 8 1'-9" 6 i'•8" 2 8' 3.67 3.45 b 2'-9" 8 •- „ '- " 5 5'-7" 3 3' -2" 8 2' -9" 6 t'•8" 2 - 4.58 3.89 IO 3• -9" 12 W -7' to 6' -R" 15 5' -7" 3 3'-2" 8 ' -9•' 6 1'-8" 2 20 12, 5.50 4.33 10 4 -_y„ 16 ,_7, to W-10" 5 5--7" 3 3,_2,. 4--g" g 1.6„ 2 - 252 DI -3C 14' 6.42 .77 10 5' -9" 20 6' -7" to W -R" 5 W-7" 3 3' -2" a 5' -9. 6 11-6" 2 298 7.33 5,21 10 6' -9" 24 6--711 to 6'-40" 5 ' -7" 3 '-2" 8 6' -9" 6 1' -B" 2 - 1& 8.25 5.65 10 T -9" 28 6' -7" to 6' -10" 5' -7" 3 3' -2" 71-9" 6 1' -6" 2 7 6. 9 10 g._9,r ,_ „ ._ „ 5' -7" 3 3,_ " ,_ ., g 1_ .. ,_ „ REFS R. STANDARD CURB DROP INLET "'JGE ROAD AND BRIDGE STANDARDS 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 302 REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION _ 10410 t NOTES I DI -7.7A, 7B L DEPTH OF INLET (H) TO BE SHOWN ON PLANS. B 8 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE 9 �`1 MEASURED FROM THE INVERT OF THE OUTFALL c S no] PIPE TO TIE TOP OF THE STRUCi MAT PLAN "H'• DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES MIN THE ACTUAL CONTRACT SHALL BE DETERMINED NS THE CONTRACTOR FROM FIELD CONDITIONS. MAXI,a1M DEPTH tH> TO E 12'-8. PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER REMOVED) TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE CONCRETE COVER INCLUDED IN THE BEY PRICEN FOR THE STRUCTURE. (FOR DETAILS SEE 4, IN THE EVENT THE INVERT OF THE OUTFALL _CONCRETE COVER SHEET 2 OF 3) (FOR ETAS SEE o PPE S HIGHER THAN THE BOTTOM OF THE SHEET 2 OF 3t AGGREGATE. STRUCTURE,THE INVERT OF THE STRUCTURE SEE NOTET SHALL BE SHAPED WITH CEMENT MORTAR TO AGGREGATE.SEE NOTE7. PREVENT STANDING OR POtDNG OF WATER In IN THE STRUCTURE. THE COST OF FURNISHING EP HOLE. '� WEEP NOLE. AND PLACING ALL MATERIALS INCIDENTAL TO NOTE S. °d SEE NOTE B. THE SHAPING IS TO BE INCLUDED IN THE BD > 5" T HOLES PRICE FOR THE STRUCTURE. LIF S. STEPS ARE TO E PROVIDED WHEN H IS 4' -0" .PS. SEE NOTE 5. > OR GREATER. FOR DETAILS SEE STANDARD ST -1. 6. REINFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST -IN- PLACE. TWO LIFTING W4. HOOKS OF FABRICATORS DESIGN TO BE PROVIDED IN PRECAST FOOTING 7. 4" DEPTH AGGREGATE 7168,/78, OR k8 X 6" WIDTH. 3" DIAMETER WEEP HOLE WITH 12 "X12' PLASTIC SEE NOTE HARDWARE CLOTH IU" MESH OR GALVANIZED STEEL WIRE, MIMMUM WIRE DIAMETER SECTION B -B NUMBER 4 MESH HARDWARE CLOTH ANCHORED CAST IN PLACE FIRMLY TO THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES PRECAST 9. THE TYPE OF INLET (PRECAST OR CAST N PLACE), NOTES (CONT.) DE TAILED HEREON, TO BE CONSTRUCTED, WILL BE PLAN (COVER REMOVED) A•4' -4" (12" - 36" PIPE) 8-3' -0" (12" - 36" PIPE) A -4• -10" (42" PIPE) 8-3' -6" (42" AWE) RECOMMENDED MINIMUM HEIGHT CHART PPE SIZE NOTES DOING. ICORR. METAL 1. DEPTH OF INLET (H) TO E SHOWN ON PLANS. 7. *4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE 2. THE "H" DIMENSION SHOWN ON THE STANDARDS 18" 12" C -C TO E PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT 2' -ip' THE EXPANSION JOINTS WILL APPLY ONLY TO CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL RE 3'-2' SETTLEMENT. 3,_7„ 3,_5„ MEASURED FROM THE INVERT OF THE OUTFALL 3,_70 q ' / 3' -8•' 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. S. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 4• -2" (H) OF 5' -2" WITHOUT PIPES. THE AMOUNT PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY 4,_5„ DRAIN SUBBASE MATERIAL. WEEP HOLD� WITH 5'4/2" DISPLACED BY PIPES MUST E DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12 "X12" PLASTIC HARDWARE CLOTH i/;' MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL RE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WINE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. PAVED DITCHES ARE TO BE TRANSIT) T OWED 0 MEET DIAMETER 0.03 ", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO E SHAPED N ACCORDANCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. 17. LENGTH OF ANGLE NON AS SHOWN ON SHEET 1 OF 2 IS TO BE L +16" AT 4.10 LBS. /FT.. MATERIA_S INCIDENTAL TO THE SHAPING S TO BE COVER OF 2 ". PROVIDE SAFETY SLABS WHEN SPECIFIED ON INCLUDED IN THE BD PRICE FOR THE STRUCTURE. 78. # DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF THE PLANS. IN THE EVENT THE INVERT OF THE OUTFALL PPE) ALL OPENINGS BY 2 ". 19. ALL REINFORCING BARS TO E #5. 4. PPE IS NIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF SHALL E SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER (3000 PSI. PRECAST CONCRETE IS TO BE 4000 PSI. INLET IS TO BE SHAPED TO CONFORM TO PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE REVISION DATE SHEET 1 OF 3 THE SHAPING IS TO E INCLUDED IN THE BD SHOWN ON PLANS. 104.22 PRICE FOR THE STRUCTURE. 5. STEPS ARE TO E PROVIDED WHEN H IS 4' -0" 13. F INLET IS CONSTRUCTED IN MEDIAN CURB OR WITH INTEGRAL CURB, GUTTER IS TO E OR GREATER. FOR DETAILS SEE STANDARD ST -1. OMITTED (SEE DETAIL). S. THIS ITEM MAY E PRECAST OR CAST -IN- PLACE, 14. STANDARD INLETS MAY E CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB. REFS R. STANDARD CURB DROP INLET "'JGE ROAD AND BRIDGE STANDARDS 233 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 302 REVISION DATE SHEET 2 OF 2 VIRGINIA DEPARTMENT OF TRANSPORTATION _ 10410 t NOTES I DI -7.7A, 7B L DEPTH OF INLET (H) TO BE SHOWN ON PLANS. B 8 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE 9 �`1 MEASURED FROM THE INVERT OF THE OUTFALL c S no] PIPE TO TIE TOP OF THE STRUCi MAT PLAN "H'• DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES MIN THE ACTUAL CONTRACT SHALL BE DETERMINED NS THE CONTRACTOR FROM FIELD CONDITIONS. MAXI,a1M DEPTH tH> TO E 12'-8. PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER REMOVED) TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE CONCRETE COVER INCLUDED IN THE BEY PRICEN FOR THE STRUCTURE. (FOR DETAILS SEE 4, IN THE EVENT THE INVERT OF THE OUTFALL _CONCRETE COVER SHEET 2 OF 3) (FOR ETAS SEE o PPE S HIGHER THAN THE BOTTOM OF THE SHEET 2 OF 3t AGGREGATE. STRUCTURE,THE INVERT OF THE STRUCTURE SEE NOTET SHALL BE SHAPED WITH CEMENT MORTAR TO AGGREGATE.SEE NOTE7. PREVENT STANDING OR POtDNG OF WATER In IN THE STRUCTURE. THE COST OF FURNISHING EP HOLE. '� WEEP NOLE. AND PLACING ALL MATERIALS INCIDENTAL TO NOTE S. °d SEE NOTE B. THE SHAPING IS TO BE INCLUDED IN THE BD > 5" T HOLES PRICE FOR THE STRUCTURE. LIF S. STEPS ARE TO E PROVIDED WHEN H IS 4' -0" .PS. SEE NOTE 5. > OR GREATER. FOR DETAILS SEE STANDARD ST -1. 6. REINFORCED CONCRETE FOOTING MAY BE PRECAST OR CAST -IN- PLACE. TWO LIFTING W4. HOOKS OF FABRICATORS DESIGN TO BE PROVIDED IN PRECAST FOOTING 7. 4" DEPTH AGGREGATE 7168,/78, OR k8 X 6" WIDTH. 3" DIAMETER WEEP HOLE WITH 12 "X12' PLASTIC SEE NOTE HARDWARE CLOTH IU" MESH OR GALVANIZED STEEL WIRE, MIMMUM WIRE DIAMETER SECTION B -B NUMBER 4 MESH HARDWARE CLOTH ANCHORED CAST IN PLACE FIRMLY TO THE OUTSIDE OF THE STRUCTURE. FOR USE WITH 12" TO 42" PIPES PRECAST 9. THE TYPE OF INLET (PRECAST OR CAST N PLACE), NOTES (CONT.) DE TAILED HEREON, TO BE CONSTRUCTED, WILL BE PLAN (COVER REMOVED) A•4' -4" (12" - 36" PIPE) 8-3' -0" (12" - 36" PIPE) A -4• -10" (42" PIPE) 8-3' -6" (42" AWE) RECOMMENDED MINIMUM HEIGHT CHART PPE SIZE H DIMENSION DOING. ICORR. METAL FOR DETAILS OF CONCRETE COVER, COLLAR AND DI- 7A ------- SINGLE GUTTER WHEN DROP INLET 42" 15" 2'4/4, 2'-8" 18" 3' -W /z" 2' -ip' 21' 3-3y." 3'-2' 24" 3,_7„ 3,_5„ 27" 3,_70 q ' / 3' -8•' W.. 4' -(1 /x, 3' -111' 33" 4' -4X4 4• -2" 36" 4,_8" 4,_5„ 42" 5'4/2" 241 503 PIPE 12" 1 AT THE OPTION OF THE CONTRACTOR. 15. DI-7---- - - --NO GUTTER 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND DI- 7A ------- SINGLE GUTTER WHEN DROP INLET 42" GRATE AND THE METHOD OF PLACING APPROACH IS ON A GRADE. ' -31/" 2 GUTTER SEE SHEET 2 OF 3. DI- 78 - - - - -- DOUBLE GUTTER WHEN DROP INLET p, CAST-IN PLACE CONCRETE S TO BE CLASS A3 S IN A SAG BETWEEN TWO GRADES. CONCRETE , (3000 PSI). PRECAST CONCRETE IS TO BE 1.045 1 1.143 1 4000 PSI. 16. FOR DETAILS OF PRECAST DI -7 NOT SHOWN HEREON SEE PRECAST UNIT DIAGRAM, PACE 103.01, 1.731 1 CONCRETE QUANTITIES SHOWN ME F I OR INDICATED GENERAL NO E AND FOR F AST GENERAL NOTES PAGE DEPTH (H) WITHOUT APES. THE AMOUNT TOP APPLICABLE PRECAST BASE, RI 1ER AND TOP DETAILS, DISPLACED BY APES MUST E DEDUCTED TO PAGES 103.07 THRU 103.12. OBTAIN TRUE QUANTITIES. FOR INLETS OF DEFERENT DEPTHS AID OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROBATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. 13. PAVED DITCHES ARE TO BE TRANSIT) T OWED 0 MEET INLET GUTTER AS SHOWN N STANDARD PG -2A 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS. g� CU 36 INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) € 0.41° P. YIDS. (12" PIPE) PPE) XVDOT STANDARD MEDIAN DROP INLET ROAD AND BRIDGE STMIDMDS 12" TO 4211 PIPE REVISION DATE SHEET 1 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 PIPE 12" 1 15" 1 18" 2 24" 3 30" 3 36" 4 42" MINIMU,1 DEPTH 2 2' -0" ' ' -31/" 2 2' -61 /z" 3 3,_7•' 3 3' -71/1, 4 4,_2„ 4 4,_61/e" CONCRETE , ,947 1 1.045 1 1.143 1 1.338 1 1.535 1 1.731 1 1.927 0.423 C. Y. 63 LB5. 9, GRATE BMS 70 BE PARALLEL TO DITCH FLOW. v fBNLET i ' I a a -� 1• -0„ CH "D�Mf'CH SECTION A-A SEE NOTE EE SEEENOTE SEE NOTE 3 BOTH SLOPES FIAT ORE STEEFFI1 SLOPE A ONE INTERMEdATE SLOPE C1U � INLET 4. DITCH 4, )LET & BACK UP BERM DITCH GUTTER GRADE TO E PROVIDED - � p I AD.I)STED TO MEET AS DIRECTED BY THE INLET ELEVA710N ENGINEER (DI-7A ONLY). TYPICAL ELEVATION EE �� 3 SEE NOTE 3 �� NOTRCHMiAGRA�De SEE NOTE 4 SEE NOTE 3 :1 OR FLATTER ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WW1, LONGITUDINAL SECTION MEASURED FROM BOTTOM OF CUTTER WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) CONCRETE CLASS A3 0.241 CU. YIDS. EE NOTE B. ROAD A1D`BRIDGE v S STANDARDS STANDARD MEDIAN DROP INLET SPECIFICATION SHEET 2 OF 3 REVISION DATE 12" TO 42" PIPE 241 104.23 VIRGINIA DEPARTMENT OF TRANSPORTATIO O GRATE AXMUA OMENSKkN TYPE A B I 1" 1" APPROXIMATE QUANTITIES CONCRETE O -7 DI -IA DI -76 CLASS A3 (CU. Y05.) NONE 1.211 2.148 E FOR INLET ( 1 B'p'i �(`. I 1 •, q I L _ L -------- 9,� DI-7.7A. J #6X4' -0" BM A N 503 STANDARD PG -4 PAY LIN 76 NOTES 1. APRON IS 70 E CONSTRUCTED TO A DEPTH OF 1' -0" ON BACK SLOPE SIDE OF MET (DI -7). ON ROADWAY SIDE. THE DEPTH IS TOE 1'-0" OR TO THE SHOULDER ELEVATION, WHICHEVER IS LESSER. 2, ALTERNATE METHODS OF ANCHORING ANGLE IRON WILL BE ACCEPTABLE IF APPROVED BY THE ENGINEER. 3. COLLAR AND GRATE ME TO BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. 4. OUTSIDE DIAE�SIONS OF GRATE ME TO BE 3'-4" X 2' -it 4', 5, ALL CONCRETE IS TO BE CLASS A3, 6. NORMAL DITCH IS TO BE TRANSITRNED 10 TIDE SMOOTHLY INTO GUTTER. DITCH GRADE IS TO E ADJUSTED AS NECESSARY TO MEET GRADE ELEVATION. 7. QUANTITIES SHOWN ME BASED ON DEPTH H =5' -0 ". 8, THE AMOUNT OF CONCRETE DISPLACED BY PIPES MUST E DEDUCTED TO OBTAIN TRUE QUANTITIES, FOR EACH FOOT OF DIFFERENCE IN DEPTH H ACID OR SUBTRACT INCREMENT AS SHOWN. 9. SEE STANDARD O-7, 01 -7A AAD DI-7B FOR DETAILS AND DIMENSIONS NOT SHOWN HEREON. D. GRATE BARS ARE TO BE INSTALLED SO THEY WILL BE ALIGNED PARALLEL TO THE DUTCH FLOW. 3" DIAMETER Y 8" C-Q 5 APPROXIMATE QUANTITIES i WEEP HOLE #4X1' -0" BARS D C (TYPE) '- = CLASS A3 REINFORCING a S"' " C-C, 6 EQ'D. CONCRETE STEEL CU. YIDS. LBS. 8" 4.091 60 3'-0" • 8" INCREMENT PER FOOT OF DEPTH (H) =0.362 CU. YIDS. 4'-4" CONCRETE TO BE ADDED WHEN DOUBLE GUTTER IS REO'D.-1.712 CU. YIDS SECTION A -A OPEN AREAS AT ENDS OF APES 4/" DIMETER 2^ DIAMETER SOLD STEEL 174x3'-8" BARS C ARE TO E SEALED E -EXTRA STRONG BAR a 10.68 LBS. /FT. Y 8" C -C, 6 REQ'D. BY WELDING. STEEL PPE @ 6.41 LBS. /FT. ' CONSTRUCTION WELD WELD 1,_0•,1,_0 "7' -0" JOINT �7-T��( L 2 "X2 "X3'j" 1� BM B %Z' X 4" L 2,x2„X%„ SHEAR // 4" 3' -0" 4,. CONNECTOR HONES TO E DRILLED 4" SHE L 21 /1'X21 /z "XI /i' " l 2 %z "X2' /z "X1/4" IN L 2 " %2 "X3/e" AT EACH 3'-8" END OF EACH PIPE. DETAIL A ALTERNATE DETAIL A SECTION B -B SECTION C -C SPEGFK)ATION REFERENCE STANDARD DI -7, 7A OR 78 WITH FLUME CONNECTION ROAD AND BRIDGE 502 12" TO 36" PIPE REVISION DATE SHEET 3 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATIO N 104.24 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 _ DESIGNED BY. PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 H OF yj RU STONEFI ELD BLOCK D2 v� 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ENGINEERS DRAWN BY: FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 SURVEYORS T4 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: H RB T I PLANNERS TITLE: I ASSOCIATES DIHR BY. DETAILS C -33 DMJ ��AO� G 7'0 13�,X 41 19 3(ao nYeII,» e s(JI:ITC' P1 SHEET NUMBER: �+ ti LynchbDr.Vn345o'_ Chal17 ,- IIc.YA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SSj�NAL Phone 43431fiC,URU Phone: 434.984.2700 407502-4.dw CIVIL H: N/A 33 of 33 NO. SHEET REVISION BY DATE 110. SHEET REVISION BY DATE T� W��w ��� °s"O11�I( [let 214075.02 9 V. N A 1 1 /14/14 O GRATE AXMUA OMENSKkN TYPE A B I 1" 1" APPROXIMATE QUANTITIES CONCRETE O -7 DI -IA DI -76 CLASS A3 (CU. Y05.) NONE 1.211 2.148 E FOR INLET ( 1 B'p'i �(`. I 1 •, q I L _ L -------- 9,� DI-7.7A. J #6X4' -0" BM A N 503 STANDARD PG -4 PAY LIN 76 NOTES 1. APRON IS 70 E CONSTRUCTED TO A DEPTH OF 1' -0" ON BACK SLOPE SIDE OF MET (DI -7). ON ROADWAY SIDE. THE DEPTH IS TOE 1'-0" OR TO THE SHOULDER ELEVATION, WHICHEVER IS LESSER. 2, ALTERNATE METHODS OF ANCHORING ANGLE IRON WILL BE ACCEPTABLE IF APPROVED BY THE ENGINEER. 3. COLLAR AND GRATE ME TO BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. 4. OUTSIDE DIAE�SIONS OF GRATE ME TO BE 3'-4" X 2' -it 4', 5, ALL CONCRETE IS TO BE CLASS A3, 6. NORMAL DITCH IS TO BE TRANSITRNED 10 TIDE SMOOTHLY INTO GUTTER. DITCH GRADE IS TO E ADJUSTED AS NECESSARY TO MEET GRADE ELEVATION. 7. QUANTITIES SHOWN ME BASED ON DEPTH H =5' -0 ". 8, THE AMOUNT OF CONCRETE DISPLACED BY PIPES MUST E DEDUCTED TO OBTAIN TRUE QUANTITIES, FOR EACH FOOT OF DIFFERENCE IN DEPTH H ACID OR SUBTRACT INCREMENT AS SHOWN. 9. SEE STANDARD O-7, 01 -7A AAD DI-7B FOR DETAILS AND DIMENSIONS NOT SHOWN HEREON. D. GRATE BARS ARE TO BE INSTALLED SO THEY WILL BE ALIGNED PARALLEL TO THE DUTCH FLOW. 3" DIAMETER Y 8" C-Q 5 APPROXIMATE QUANTITIES i WEEP HOLE #4X1' -0" BARS D C (TYPE) '- = CLASS A3 REINFORCING a S"' " C-C, 6 EQ'D. CONCRETE STEEL CU. YIDS. LBS. 8" 4.091 60 3'-0" • 8" INCREMENT PER FOOT OF DEPTH (H) =0.362 CU. YIDS. 4'-4" CONCRETE TO BE ADDED WHEN DOUBLE GUTTER IS REO'D.-1.712 CU. YIDS SECTION A -A OPEN AREAS AT ENDS OF APES 4/" DIMETER 2^ DIAMETER SOLD STEEL 174x3'-8" BARS C ARE TO E SEALED E -EXTRA STRONG BAR a 10.68 LBS. /FT. Y 8" C -C, 6 REQ'D. BY WELDING. STEEL PPE @ 6.41 LBS. /FT. ' CONSTRUCTION WELD WELD 1,_0•,1,_0 "7' -0" JOINT �7-T��( L 2 "X2 "X3'j" 1� BM B %Z' X 4" L 2,x2„X%„ SHEAR // 4" 3' -0" 4,. CONNECTOR HONES TO E DRILLED 4" SHE L 21 /1'X21 /z "XI /i' " l 2 %z "X2' /z "X1/4" IN L 2 " %2 "X3/e" AT EACH 3'-8" END OF EACH PIPE. DETAIL A ALTERNATE DETAIL A SECTION B -B SECTION C -C SPEGFK)ATION REFERENCE STANDARD DI -7, 7A OR 78 WITH FLUME CONNECTION ROAD AND BRIDGE 502 12" TO 36" PIPE REVISION DATE SHEET 3 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATIO N 104.24 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 _ DESIGNED BY. PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 H OF yj RU STONEFI ELD BLOCK D2 v� 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ENGINEERS DRAWN BY: FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 SURVEYORS T4 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: H RB T I PLANNERS TITLE: I ASSOCIATES DIHR BY. DETAILS C -33 DMJ ��AO� G 7'0 13�,X 41 19 3(ao nYeII,» e s(JI:ITC' P1 SHEET NUMBER: �+ ti LynchbDr.Vn345o'_ Chal17 ,- IIc.YA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SSj�NAL Phone 43431fiC,URU Phone: 434.984.2700 407502-4.dw CIVIL H: N/A 33 of 33 NO. SHEET REVISION BY DATE 110. SHEET REVISION BY DATE T� W��w ��� °s"O11�I( [let 214075.02 9 V. N A 1 1 /14/14 APPROXIMATE QUANTITIES CONCRETE O -7 DI -IA DI -76 CLASS A3 (CU. Y05.) NONE 1.211 2.148 E FOR INLET ( 1 B'p'i �(`. I 1 •, q I L _ L -------- 9,� DI-7.7A. J #6X4' -0" BM A N 503 STANDARD PG -4 PAY LIN 76 NOTES 1. APRON IS 70 E CONSTRUCTED TO A DEPTH OF 1' -0" ON BACK SLOPE SIDE OF MET (DI -7). ON ROADWAY SIDE. THE DEPTH IS TOE 1'-0" OR TO THE SHOULDER ELEVATION, WHICHEVER IS LESSER. 2, ALTERNATE METHODS OF ANCHORING ANGLE IRON WILL BE ACCEPTABLE IF APPROVED BY THE ENGINEER. 3. COLLAR AND GRATE ME TO BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. 4. OUTSIDE DIAE�SIONS OF GRATE ME TO BE 3'-4" X 2' -it 4', 5, ALL CONCRETE IS TO BE CLASS A3, 6. NORMAL DITCH IS TO BE TRANSITRNED 10 TIDE SMOOTHLY INTO GUTTER. DITCH GRADE IS TO E ADJUSTED AS NECESSARY TO MEET GRADE ELEVATION. 7. QUANTITIES SHOWN ME BASED ON DEPTH H =5' -0 ". 8, THE AMOUNT OF CONCRETE DISPLACED BY PIPES MUST E DEDUCTED TO OBTAIN TRUE QUANTITIES, FOR EACH FOOT OF DIFFERENCE IN DEPTH H ACID OR SUBTRACT INCREMENT AS SHOWN. 9. SEE STANDARD O-7, 01 -7A AAD DI-7B FOR DETAILS AND DIMENSIONS NOT SHOWN HEREON. D. GRATE BARS ARE TO BE INSTALLED SO THEY WILL BE ALIGNED PARALLEL TO THE DUTCH FLOW. 3" DIAMETER Y 8" C-Q 5 APPROXIMATE QUANTITIES i WEEP HOLE #4X1' -0" BARS D C (TYPE) '- = CLASS A3 REINFORCING a S"' " C-C, 6 EQ'D. CONCRETE STEEL CU. YIDS. LBS. 8" 4.091 60 3'-0" • 8" INCREMENT PER FOOT OF DEPTH (H) =0.362 CU. YIDS. 4'-4" CONCRETE TO BE ADDED WHEN DOUBLE GUTTER IS REO'D.-1.712 CU. YIDS SECTION A -A OPEN AREAS AT ENDS OF APES 4/" DIMETER 2^ DIAMETER SOLD STEEL 174x3'-8" BARS C ARE TO E SEALED E -EXTRA STRONG BAR a 10.68 LBS. /FT. Y 8" C -C, 6 REQ'D. BY WELDING. STEEL PPE @ 6.41 LBS. /FT. ' CONSTRUCTION WELD WELD 1,_0•,1,_0 "7' -0" JOINT �7-T��( L 2 "X2 "X3'j" 1� BM B %Z' X 4" L 2,x2„X%„ SHEAR // 4" 3' -0" 4,. CONNECTOR HONES TO E DRILLED 4" SHE L 21 /1'X21 /z "XI /i' " l 2 %z "X2' /z "X1/4" IN L 2 " %2 "X3/e" AT EACH 3'-8" END OF EACH PIPE. DETAIL A ALTERNATE DETAIL A SECTION B -B SECTION C -C SPEGFK)ATION REFERENCE STANDARD DI -7, 7A OR 78 WITH FLUME CONNECTION ROAD AND BRIDGE 502 12" TO 36" PIPE REVISION DATE SHEET 3 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATIO N 104.24 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 _ DESIGNED BY. PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 H OF yj RU STONEFI ELD BLOCK D2 v� 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ENGINEERS DRAWN BY: FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 SURVEYORS T4 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: H RB T I PLANNERS TITLE: I ASSOCIATES DIHR BY. DETAILS C -33 DMJ ��AO� G 7'0 13�,X 41 19 3(ao nYeII,» e s(JI:ITC' P1 SHEET NUMBER: �+ ti LynchbDr.Vn345o'_ Chal17 ,- IIc.YA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SSj�NAL Phone 43431fiC,URU Phone: 434.984.2700 407502-4.dw CIVIL H: N/A 33 of 33 NO. SHEET REVISION BY DATE 110. SHEET REVISION BY DATE T� W��w ��� °s"O11�I( [let 214075.02 9 V. N A 1 1 /14/14 E FOR INLET ( 1 B'p'i �(`. I 1 •, q I L _ L -------- 9,� DI-7.7A. J #6X4' -0" BM A N 503 STANDARD PG -4 PAY LIN 76 NOTES 1. APRON IS 70 E CONSTRUCTED TO A DEPTH OF 1' -0" ON BACK SLOPE SIDE OF MET (DI -7). ON ROADWAY SIDE. THE DEPTH IS TOE 1'-0" OR TO THE SHOULDER ELEVATION, WHICHEVER IS LESSER. 2, ALTERNATE METHODS OF ANCHORING ANGLE IRON WILL BE ACCEPTABLE IF APPROVED BY THE ENGINEER. 3. COLLAR AND GRATE ME TO BE GALVANIZED IN ACCORDANCE WITH THE SPECIFICATIONS. 4. OUTSIDE DIAE�SIONS OF GRATE ME TO BE 3'-4" X 2' -it 4', 5, ALL CONCRETE IS TO BE CLASS A3, 6. NORMAL DITCH IS TO BE TRANSITRNED 10 TIDE SMOOTHLY INTO GUTTER. DITCH GRADE IS TO E ADJUSTED AS NECESSARY TO MEET GRADE ELEVATION. 7. QUANTITIES SHOWN ME BASED ON DEPTH H =5' -0 ". 8, THE AMOUNT OF CONCRETE DISPLACED BY PIPES MUST E DEDUCTED TO OBTAIN TRUE QUANTITIES, FOR EACH FOOT OF DIFFERENCE IN DEPTH H ACID OR SUBTRACT INCREMENT AS SHOWN. 9. SEE STANDARD O-7, 01 -7A AAD DI-7B FOR DETAILS AND DIMENSIONS NOT SHOWN HEREON. D. GRATE BARS ARE TO BE INSTALLED SO THEY WILL BE ALIGNED PARALLEL TO THE DUTCH FLOW. 3" DIAMETER Y 8" C-Q 5 APPROXIMATE QUANTITIES i WEEP HOLE #4X1' -0" BARS D C (TYPE) '- = CLASS A3 REINFORCING a S"' " C-C, 6 EQ'D. CONCRETE STEEL CU. YIDS. LBS. 8" 4.091 60 3'-0" • 8" INCREMENT PER FOOT OF DEPTH (H) =0.362 CU. YIDS. 4'-4" CONCRETE TO BE ADDED WHEN DOUBLE GUTTER IS REO'D.-1.712 CU. YIDS SECTION A -A OPEN AREAS AT ENDS OF APES 4/" DIMETER 2^ DIAMETER SOLD STEEL 174x3'-8" BARS C ARE TO E SEALED E -EXTRA STRONG BAR a 10.68 LBS. /FT. Y 8" C -C, 6 REQ'D. BY WELDING. STEEL PPE @ 6.41 LBS. /FT. ' CONSTRUCTION WELD WELD 1,_0•,1,_0 "7' -0" JOINT �7-T��( L 2 "X2 "X3'j" 1� BM B %Z' X 4" L 2,x2„X%„ SHEAR // 4" 3' -0" 4,. CONNECTOR HONES TO E DRILLED 4" SHE L 21 /1'X21 /z "XI /i' " l 2 %z "X2' /z "X1/4" IN L 2 " %2 "X3/e" AT EACH 3'-8" END OF EACH PIPE. DETAIL A ALTERNATE DETAIL A SECTION B -B SECTION C -C SPEGFK)ATION REFERENCE STANDARD DI -7, 7A OR 78 WITH FLUME CONNECTION ROAD AND BRIDGE 502 12" TO 36" PIPE REVISION DATE SHEET 3 OF 3 VIRGINIA DEPARTMENT OF TRANSPORTATIO N 104.24 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 _ DESIGNED BY. PROJECT: SET REV. NO. 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 H OF yj RU STONEFI ELD BLOCK D2 v� 4 3 ADDRESSED COUNTY COMMENTS RU 6/5/15 ENGINEERS DRAWN BY: FINAL SITE PLAN 4 SIGNATURE SET RU 6/22/15 SURVEYORS T4 ALBEMARLE COUNTY, VIRGINIA DRAWING NUMBER: H RB T I PLANNERS TITLE: I ASSOCIATES DIHR BY. DETAILS C -33 DMJ ��AO� G 7'0 13�,X 41 19 3(ao nYeII,» e s(JI:ITC' P1 SHEET NUMBER: �+ ti LynchbDr.Vn345o'_ Chal17 ,- IIc.YA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SSj�NAL Phone 43431fiC,URU Phone: 434.984.2700 407502-4.dw CIVIL H: N/A 33 of 33 NO. SHEET REVISION BY DATE 110. SHEET REVISION BY DATE T� W��w ��� °s"O11�I( [let 214075.02 9 V. N A 1 1 /14/14 1.2 '1.3 '1.2 ' 2.3 '2.7 '26 .1 3.1 '3.9 '3.4 '2.8 3.2 '3.7 '4.6 '5.4 '5.4 '4.5 '3.8 '3.0 3.0 M'6.. ' .6 '29 3.1 '3.0 3.8 ' .2 '3.7 4.7 ' .6 '4.6 5.2 4.6 '5.1 '4.6 '3.8 TYPE 'S.8 6.7 ' '5.7 .2 '3.7 3.1 '3. 6. 6. P .7 '3.0 '3.0 ' '1 ' '3.0 3.1 �26. �7. '3.7 3.8 '3.1 3.1 '3.9 '3.4 '2.8 '2.8 '3.5 '3.9 '3.1 SITE PHOTOMETRY PLAN SCALE: 1" = 40' -0" N T E UNI CALC ION VA S SHO N PLA F00 LE. 2. PHOTOMETRY WAS CALCULATED USING LIGHT LOSS FACTOR (LLF) OF 1.0. 3. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR AKLAN 9 15 MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE REVIEW ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE -HALF FOOTCANDLE. LIGHTING FIXTURE SCHEDULE 1 6KLAN 19/15 ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE REVIEW TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT FIXTURE REMARKS © COOPER - - -AS- PHILIPS MS250/ POLE 295 2 17' -6" ROUND TAPE D DARK BRONZE TEEL MCGRAW EDISON FG -BZ W/ M 007 BU /PS POLE TO MATCH FIXT . F CTURE LL BE (BZ =DARK BRONZE) POWDER PAINTED, ELECTR -S PLICATION. POLE SHALL HAVE A MIN EPA = 10 FOR 100 MPH WIND W /POLE BASE COVER �%19AN REVIEW A 6/19/15 PLAN REVIEW . a 2' -0" DIA. NOTE: PROVIDE CONCRETE J -BOX AS REQUIRED. THIS DETAIL IS TO ILLUSTRATE ELECTRICAL FEEDERS ONLY. NOT FOR ACTUAL POLE BASE CONSTRUCTION. REFER TO STRUCTURAL AND /OR OTHER DISCIPLINE'S DRAWINGS FOR DETAIL. POLE BASE DETAIL NO SCALE FIXTURES w sYi z: F w� ;R p r w r zs � 4 s 3 � � 3 Er s k y i ti EA1 "h g: r H Z Y: O ti Vol T W r 4 .. co LO ` 3 ° A r'_ CO N LO Q E W o o co 1 A 00 I CA O p �p-.e.C\2 LO C\2 N zWOZ di W 0 E-ZC) Y E-+ co vl Ix a r= r a� f o 0 z Ljj Z w yA w LL_ >5 w p s o cj k X f: ? �' w Z ao W Q 0 F' x � W w� j 0z li 0c) ui U) z D w O O � W wF ^ E M Fr > �o Z IL Q " w Lu { C) o� V) 0 O� <41 z0 1 O Lh 2 � 3? i r �4 o z U E JM1 - y F-� 0 �a r V1 r nYY i4.fC