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WPO201500078 Plan - VSMP WPO VSMP 2016-09-01
ALBEMARJ,E('0UN1'Y FI A], PfjAN GENERALL-NNOTES General Construction N40s 1. Prior to any Construction within any existing. public right-of-way, includim', connection to any existinc, road, a perrail shall be ob"kied broin the Virginia Depatfarent of Transjvrla,tion (VfYyl'i.'Jbw is plan as dranitlay not accuratelye r reflect. thequirenic tits of 4� the permit. Where any discrepaticies occur the require ments, of the, permit shall govern. 2. All rriatcri--ils and kx>ristructioti mothodsshall conform to current gpc6ficatiori and standards of VDOT unless otherwise noted, 1, erosion and L�ittadoll control ffm <fsirres shitil be provided in ac cordaflo. wiai the approved oro, , sion control plan and shall beinstatled prior to any cloaring,griding or other construction. 4. All slopes :find disturbed areas are to be fertilized. seededand mulched. 5. The niaxillititil allowabie slope is 2:1 (hoiizontfal. vertical). Whcru wasonabi y obtainable, o( 3: 1 ot better are lobe. HchievQd, 0. Pavedr lap -rap or Stabilization mat lined ditch may be required whop in ffie opinion of the County I.Agineer, Qc dcsigflei,% it is deemed accessary in order to stabilize a drainage chajuleL 7, All trafl_'ic, control shms shall. conforin with lhi. Virgiiiia Marriel for l 7niforin Traffic Contiol Devices. S. UIrtless othenv-ise noted all coacrete pipe shall be reinforced cone rote pipe Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Coastirtction hidustry 9 CFR Part 1926). General Construction Notvs for Streieks (11m, list is in addition to tile ("cueral Construction N f,,tes) 1. All materials and construe(ion must be tested and documentedaccording to VDOT standards and specifications, withut easements -PTior to acccptanwAll � a boundal., line, or ariatural watercourse, clraaftas?c ourfalt ca"ellients are to be exlended to 2, Surface drainfioe. and pipe dischar-e. nrust lie retained within the rRiblic right of -way or 3- are aplitoxiinate. Exix,( lencith, location and appropirlate, end treat ruelib will be field yevified at the tillw ofcoustlucdou. Additional -Ru,'u-drail may be tequired at locations alit shown whe-11. ill the opinion af VE)(_ F(for public roads) or the Coutity Euginccr (fut private ncyads), or de:signce, it is &enteditecessary, When guardrail is retjuifed, it shall he installed four 64? ft offset from The edge of pavernunt to the face of dihs &uardrad, land load -way shoulder wi , shall be inefeased to seven (7, feet. 4. '%'heie, urban cross seaklris arc-, installed, all residential driveway ntr- -brin ances 4j;lall coul, to Vl)()TCO-9(A. B or 0,, I Aller,., rural Cross sect torus ate. Installed, :all residential driveway entrances shall coitfornit,,) 4lf)01'standat d P F- 1. 6, Cornpliano, with the m1nin-uni pavement width, shoulder width and ditch secticnis. as zlac�v` to oil [lie, tyj?icad pavement section dietail,,,hzdt be snictly adhereii fo. 7 i Road plait approval foi s t th di vis iu, n s is sub i ect to fined subdivision plat va lidation. S hou I d the final plat for thils project expire prior to sigivitw, and then approval of these plans shall be null ard void. iry devices Shall CAD11 na � "Anual for 8� All si,ms or other ri�Lulaic foftil with the Vin_)ii M U'niforni Traffic ('Oinrolff)evios and the Albemarle county Road Narning ami Property Numbering Ordinanoc arid klanual, y Traffic, Control orother rcgulatarysigns or bacricades shall lie installed bthe developer when, in the opittion, of the County Engineer, ix desiglnee, they are deame'd ncces�sary in order to provide 6afe and coilveniciii access., i (1 I'lle %,peod ii luits to be posted on sf;etM liaut signs are 5 triph tielow the. design speed, cit as dercrinined by V1)0T for public nua, 11. VD(Yf standard CD -1 or, CD -2 arras-draij-6 are to L� insulted under the subbase 11taterial at all, cut and fitt transitions attd grade sag points as, shovvii on ilio road profjlcs. �pcct r- -s and culve 12, A videc, canacra ins lion is required to all storniscwei �irs that arc,, deemed inaccessible to VDOTor County inspections. lbe videct irispection.ha ll be conducted in co prckedure Gerienall construction notes for Lr9sion and Scillinjent Con -troll plaris, an approvin- authority Riust be notified one vveek prior to the pt's construction once, one Week prior to thic commencenient of lanj diAurbiaL, activityand One week confie- prior to the final inspe tion, 2. All erosiortandsedintent control measures, kvill' be constructed and to minimum standardsaad s N-cificatiom of theVirghtia F'rosion and Seditneat Control ll?ndbrook and Virginia R-cgulationsVik 625-02-00 Erosiona-ad Siedijive'll.'C'onlrot 3, All crosiortand s alimoritcoiltrol irlva4ui this firstslepin clearing, 4 A copy of lbe approVed erwionand sediment conwAl plan shall be maintained on the site at all omc& -tivities irlareas other than indicated on these plans Rior to cominencing land disturbingac (inclucling. tort riot limited to. offite 6,cirrow or waste, areast, the contractor shall subirut a stipple lileritary crosion control plan to the. owner for review and approval by the plan approving allihority, 6The contractor is res(yoasihie for installatitti, of any addition. -it erosiva control 111casutes necess, V to pl'ovent ecosion.,and sedimentationas deterin nedby the plan itppro-yiuw ar�, authority, i. iAll distun)cd areas are to k Irain to appr.ovedsedirrient controf measuros at all limes during _ land dii0ig site, deyelkprnni until final stabilization is, achieved, S. Duringdewatering oivi'munts, waler will bepump; dintra ata approved filtering device_ 9. The contractor shall inspect gill. etosion control measures periodically andafter each runuff- pncxtucimrainfall event. Any necessary repairw or cleanup to maintain the effectivoness of tile crosi (,,it control devices shall be mado. jurateAinrely. I.o. All fill material to he taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth 11 shall ll be inert materials only, free of roots, slumps, wocKt rubbish, and other debris, -tow orxaste a-rew ars -to be re.c.laimed 1�vithin7 days of compi Wr;!A-,)ning 12. Boi 01dillance section 5, 1.218 13. All ra4t-1 materials shall be Iran ported m compliance with soction 13-301 of the Code of Alpe niar.le. 14. Borrow, fill oi wL the houts of 7:o0ani to 9:Wm, 15, Borrow. fill or waste aclie'its- shall be conducred. in asafe manner than inaintainslateral support, or order to rrfitumizta anyliazard to pensons, physical damage to adjacent Land and ittiprovcmerits, and datrage to any public street because o slides, sinking, or collapse, 16- The develoN.rshafl reserve the xiht to install, maintain, rernfrve or convert to permanent stormwatet: management fae lfites Where aptilicable, all erosior; control measures required by (Ins plan regardless, of the sate til any lot, nrlit, building or other portion of tire property - I. 7, Temporary stabilization shall be tertiporary seedin., and unilchivig, Seedin- is to bfat T-) lb,/acre. atid iii !lie inotiths oaf Septeniliev to Pe.bruary to Consist a 5050 iiii,,k of Aminal Rycgrassaild Coreat veinier RVe, or in March and ArAll to consist of Annual I ky,_,, oi- May through Aug3isi to consist of German Millet. Straw rnuich is to be applied atsalb I sn(Y)sC AltQniatives are subioct to approved by the County erosion. control uispcctor. 18flermarient stabilization shall law lime and tertilizer, jvxxitarlent seeding, and mulch. A-iicultural grade . � limestone sball bei applied at 90lbs1l GX)()sf, incorporated into the top 44i inclies, ol'soil. Fertilirer shalt be applied at lCkOOlbs/acre and consist ofa 10-210-1091utrient mix. Pernlativat Seeding sliall beapplied at 1801bsAtcr{: and consist of 95':*. Kentucky 31 OT Tall Fescue and 0-51�c Perennial Rycips8 or Kentucky Mae, ra-ss_ Straw unilch is to be applicJ a! 90lbs,(100st'. Atternative,,;s m U)ntf� are subject it) approved by the, ounry f,,rosi( )1, inspecior- 19. Mai All nicasures arc to be inspected w;fckly and after each cairtfaiL Any damage or clogg I ,_iuo too -measures is to berepai� ininiediaudy, Sill traps au., to be cleaned '5 whea 5W,`,of the. wetstoriage Volume is filled with sediment. All secdcd areas are to be reseeded when neccssary to achieve a giaod stand of ofass. Silt fence. and diversion clvke,, whichare collectiaL Sediment to half their height must be 4.1earittl aad repaired fininediateiv, 20, Ali temporary erosion and-sedimiciA cojittol nw.Lsures are to beie"toved %vithiii 30 dayi of fiflat Site when frac la.'M'0.' are it,,) lois or needed, subject by thc� 4.1 cowrol inspctor. 21Tinw plain shall IN-, Void if, the owper does :scot obtain a, permit witbin I yew of 6c_ date of approval. (Water Protection Ordinance section 17-204G,) Perinanent veae-tation shall bc, installed ern :ill denuded areuswithin nine (9) months after the, date the band disturbing activity cornmericed. (AVater Protection 0,dinaace section 17- 2076) Gecteral construction notes for stormwaterman ai plans, I, All darns :and COIIia!Tucted fill to be within 95% of mztxitnum dry density and 2% of optimum nnAsture comcnt, All fillini to be approved by as geotechnical A 1,L'otechtlica3 "ineet is to be, pre -sent during coosituiction of dants- 2. i)ipe,,and riser joints are to bewatertight within storrawater managenien t� t facilities. 1 For teniporaryseditnent traps oi lbasms which aretobe coliverted to permatientstormwater tnana,.L� ment facifitie� . . rift to take. p [ace until die site i stabi lized, and ,C St, Conversion i,� peroussioll 1-141S bcou obtained Boni the County erol,4ioa controllilispmtor. SITE DATA DEVELOPER/APPLICANT SOURCE OF TOPOGRAPHY MAGISTERIAL DISTRICT ZONING DISTRICT TAX MAP/PARCEL ZONING ARB APPROVAL # PROJECT AREA ACREAGE RESERVOIR WATERSHED FEMA MAP l � Iii rl' �I�' ���� r i� G IIEJ 13 j L V A A R 0 V V\\\\ RIVANN.A Dlr—, N TY ALBEMARLE�;;��1VIRO INIA GREAT EASTERN MANAGEMENT 2619 HYDRAULIC ROAD CHARLOTTESVILLE, VA 22901 DAVID MITCHELL, E.I.T. PHONE: (434) 296-4109 FAX: (434) 963-2670 E—MAIL: dav*id@southem—classic.com TOWNES SITE ENGINEERING C/O BRIAN C. MITCHELL, P.E. 9850 LORI ROAD, SUITE 201 CHESTERFIELD, VA 23832 PHONE; (804) 748-9011 FAX: (804) 748-2590 E—MAIL: BMITCHELLOCCTOWNES.COM BOUNDARY & TOPOGRAPHY SURVEY PERFORMED BY LOUISA AERIAL SURVEYS DATED 01/05/2012 HORIZONTAL DATUM: NAD83 RIVANNA PD—MC (PLANNED DEVELOPMENT MIXED COMMERCIAL) 03200-00-00-02000 (PART OF) ZMA-2000-00009 ZMA-2013-00007 NOT APPLICABLE 17.6 AC NORTH FORK RIVANNA JACOBS RUN 51003COl 45D DATED FEB. 4, 2005 ZONE 'X' UTILITIES CONTACT INFO: RAPPAHANNOCK ELECTRIC COOPERATIVE (REG) STEVE COATES DISTRIBUTION DESIGNER 13252 CEDAR RUN CHURCH ROAD CULPEPER, VA. 22701 PHONE: (540) 727-2116 CHARLOTTESVILLE CITY GAS PHILIP GARBER CHIEF GAS ENGINEER 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 PHONE: (434) 970-3811 Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes Last Revised: February 2011 I All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15,,1998, except as modified below or modified in Special Notes, 2. RWSA shall approve all construction materials and methods of construction- A preconstruction conference shall be held with R`tVSA prior to the start of any work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001), 4, RWSA Engineer (Victoria Fort at (434) 977-2970 ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subjject to inspection by RWSA staff. No tie-ins to the existing system shall be.made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existingsystern, All doghouse manholes must be pressure -tested before a connection is made to the, system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. 'I'he Contractor shall immediately notiry tile P--ngineer of any discrepancies between the plans and field condition:,. Jbe Contractor shall -use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner, 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shaft be permitted in the RWSA easement unless periniftil otherwise by RWSA in writing. 9. No blasting shall be permitted within 100 feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within 100 feet of any operative RWSA sewerlines, bypass pumping and/or pre- and post-CC'I'V may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 10. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe, The area of tile crossing shall be backfilled with compacted 57 Stolle to the springline of tile existing pipe. 11. New water main installations shall be pressure tested, chlorinated, flushed and have water samples approved prior to making any permanent connection to the public water system - Approved methods of filling and flushing new water mains will be required to prevent any contamination of time public water system. 11 All easements for new ItWSA facilities shall be recorded prior to placing the new facilities into service_ 13. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, Looters for any structure, drainage structures, etc. Trees are not permitted in the RWSA easement. ROAD CLASSIFICATION V) Road Mame_CLASS Surface Intermediate Base Subbase PROPOSED NORTH POINTE MIDE;i ENT GS -7 RANC 2" SM -9.5A 2" IM 19.()A 4" BM -25.0A 8" 21B 1 *SEMINOLE TRAIL. - U.S. ROUTE 29 GS -5 13SM-115A 2" IM -19.01 101, BIVI- 25,OA 8" 21B iRT29PAVEMENTTOMATCH EXISTING t`;LL KOAL) PLANS) ALL FILL AREAS TO BE INSTALLED STRUCTURAL FILL SUITABLE FOR ROAD OR BUILDING CONSTRUCTION & TO BE TESTED BY GEOTECHNICAL PROFESSIONAL ENGINEER, CONCRETE SHALL BE CLASS A-3 PAVING CONCRETE ACCORDING TO THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS AND APPROPRIATE SUPPLEMENTAL SPECIFICATIONS. THE CONCRETE PAVEMENT SHALL BE PLAIN JOINTED WITH A RECOMMENDED JOINT SPACING OF 15 FEET OR CONTINIJOUSLY REINFORCED CONCRETE PAVEMENT (CROP) IS ALSO CONSIDERED AN ACCEPTABLE OPTION. IN THE EVENT OFA DAMAGE 'TO, OR DISLOCATION, OR DISTURBANCE OF ANY UNDERGROUND UTILITY LINE INCLUDING ITS APPURTENANCES, COVERING AND COATING, IN CONNECTION WITH ANY EXCAVATION OR DEMOLITION, THE PERSON RESPONSIBLE SHALL IMMEDIIATELY STOP EXCAVATION AROUND THAT UTILITY LINE UNTIL THE IMPACTED UTILITY REPRESENTATIVE ARRIVES AND EVALUATES THE DAMAGE OR DISTURBANCE, IMPORTANT: IF A NATURAL GAS LINE IS DAMAGED RESULTING IN THE RELEASE OF NATURAL GAS, IMMEDIATELY SHUT DOWN ANY EQUIPMENT AND MOVE PEOPLE' TO A SAFE PLACE. THEN, IMMEDIATELY DIAL 911 AND CHARLOTTESVILLE CITY GAS AT (434) 970-3800, 10C VA 806 TOTAL LAND OF DEVELOPMENT 268 AC 0 ROAD AND DRAINAGE CULVEPT OR STORM SEWER (WITH ,TRUCTURE ND,) EXISTINC, CULVERT OR STORM SEWER PIPE DROP INLET & STRUCTURE NO, 0 PROPOSED MANHOLE - 11, EXISTING MANHOLE PAVED DITCH JUTE MESH OR SODDED DITCH V) 100 EXISTING CONTOUR LLJLLJ U)W PROPOSED CONTOUR X 100,00 (Y ry 0 0 + 10Q00 PROPOSED SPOT ELEVATIONS NOT TO SCALE -9, AIRPORT #1 PREVIOUS DISTURBED AREA = 4,27 AC VDOT STANDARD STOP SIGN (WPO#201500073) ui CULVERT INLET PROTECTION PROPOSED DISTURBED AREA = 17.6 AC TEMPORARY DIVERSION DIKE (WPO#201500078) �Nozr_1164 ITAPIRINW4101221 1261III TEMPORARY SEDEMENT TRAP TOTAL DISTURBED AREA = 21.97 AC ROAD AND DRAINAGE CULVEPT OR STORM SEWER (WITH ,TRUCTURE ND,) EXISTINC, CULVERT OR STORM SEWER PIPE DROP INLET & STRUCTURE NO, 0 PROPOSED MANHOLE - 11, EXISTING MANHOLE PAVED DITCH JUTE MESH OR SODDED DITCH WNW mv, SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER T T SANITARY SEWER SERVICE CONNECTIONS 120400,00 MANHOLE NO, W/ STATION OR \2154500,00 COORDINATE LOCATION WATER ------ — -- EXISTING WATERLINE PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE f CROSS BLIND CAP No REDUCER BORE CROSSING call 9M I KWWWhaft bdom ym dig. MISS UTILITY DESIGN TICKET #A421701876—OOA & #A534501636 CONTRACTOR SHALIL CALL MISS UTILITY AT 811 PRIOR TO THE START OF CONSTRUCTION EARTH DITCH - GRASS LINED 100 EXISTING CONTOUR 100 PROPOSED CONTOUR X 100,00 EXISTING SPOT ELEVATIONS + 10Q00 PROPOSED SPOT ELEVATIONS T/C 100.00 (T/C TOP OF CURB) #1 BENCH MARK & REFERENCE NO, Stop VDOT STANDARD STOP SIGN WNW mv, SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER T T SANITARY SEWER SERVICE CONNECTIONS 120400,00 MANHOLE NO, W/ STATION OR \2154500,00 COORDINATE LOCATION WATER ------ — -- EXISTING WATERLINE PROPOSED WATERLINE PROPOSED WATERLINE SERVICE CONNECTION GATE VALVE FIRE HYDRANT ASSEMBLY TEE OR TAPPING SLEEVE f CROSS BLIND CAP No REDUCER BORE CROSSING call 9M I KWWWhaft bdom ym dig. MISS UTILITY DESIGN TICKET #A421701876—OOA & #A534501636 CONTRACTOR SHALIL CALL MISS UTILITY AT 811 PRIOR TO THE START OF CONSTRUCTION APPLICANTS NAME: GREAT EASTERN MANAGEMENT SPECIAL USE PERMIT: SP -2002-72 W ZONING: ZMA-2000-00009, ZMA-2013-00007 N /A ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTION ARB DEPARTMENT OF FIRE & RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT EROSION CONTROL EROSION CONTROL DEVICES AS PER 'VIRGINIA EROSION AND SEDIMENT CONTROL HAN0BOOK STD, & SPEC, PCE 3,02 2 1 a] VA IT, RAW 0 CONSTRUCTION ENTRANCE 3.05 SILT FENCE 3.07 R "001,12 INLET PROTECTION CIP 3,08 ui CULVERT INLET PROTECTION 3,09 3 TEMPORARY DIVERSION DIKE 4 �Nozr_1164 ITAPIRINW4101221 1261III TEMPORARY SEDEMENT TRAP rc-D"I\ 112 ownwownwow R 31112 ROCK CHECK DAH TS 3.31 <E)C=X=XZ>Z> LIMITS OF CONSTRUCTION TEMPORARY SEEDING PS 3,32 PERMANENT SEEDING MU 3.35 MULCHING % illi DUST CONTROL APPLICANTS NAME: GREAT EASTERN MANAGEMENT SPECIAL USE PERMIT: SP -2002-72 W ZONING: ZMA-2000-00009, ZMA-2013-00007 N /A ALBEMARLE COUNTY DEPARTMENT APPROVAL: APPROVALS DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEER INSPECTION ARB DEPARTMENT OF FIRE & RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT Date 213/3B/413 SHEETS 2A/3A/4A/5A r j APPROVED Albeffi-arje(;()Un SHEETS •100*19 0 2 1 a] VA IT, RAW 0 R "001,12 ui Se 3 wiH: Cj) �Nozr_1164 ITAPIRINW4101221 1261III ........... I . . . . . . . . . . . . 112 ownwownwow R 31112 illi • j 0119 IT, 1: 1 ? #112E� Date 213/3B/413 SHEETS 2A/3A/4A/5A r j APPROVED Albeffi-arje(;()Un SHEETS 4� C 0 7E 4� 04 01 .2 ai r 6Z4 0 (,Z) am 0 Q4 0 1. r W a) REVISIONS DA TE IT "EAf 091221115 PER COUMFN TS 721125115 PER COIMEN TS 07128116 PER C00WEN TS o iJi 0 0 3: 0 0 0 • 0 ui Se a) wiH: Cj) ........... I . . . . . . . . . . . . illi • j 4� C 0 7E 4� 04 01 .2 ai r 6Z4 0 (,Z) am 0 Q4 0 1. r W a) REVISIONS DA TE IT "EAf 091221115 PER COUMFN TS 721125115 PER COIMEN TS 07128116 PER C00WEN TS o iJi 0 0 3: 0 0 0 • 0 ui Se a) wiH: Cj) ........... I . . . . . . . . . . . . �4 j 4� C 0 7E 4� 04 01 .2 ai r 6Z4 0 (,Z) am 0 Q4 0 1. r W a) REVISIONS DA TE IT "EAf 091221115 PER COUMFN TS 721125115 PER COIMEN TS 07128116 PER C00WEN TS o iJi 0 0 3: 0 0 0 • AM F N-DE&A-ND RErJ�ATED PROPTER. STATElIMNn" NORTH POINTE CHARLOTTESVIL14 LLC Vi Rl C Ili AL R XWN IN GA PPLT CAT] ON: PV'YfA�200040a, S P -2013Z-7 2 ZMA M13-00 1 Nortli Plainist -PrOffte 4011sildlin"ailt Tax Map 32 Parcels: 20,20A., ZOA!, llhal, 20A3,291,23, 23A, 23.0" 23C, 23D, 23T, 23Y, 23C, 23H,sosd 23J. AagaA 5, ' .013 With ic"sPeci ter the proinvy dlo;afined forazensing lipplicallon #ZbLk-2,0,r)0-',9 L nited Rutax' p -4 the f - larlip sied SP -2002-72 (rhe "Origbital ZMA"), ClVII Proplullrz -ism J%�, L ce l -lo ownia and -Norii Pointo Charlonciavi tip, L1,C is the contract ol-Tior tablis �32, parocis 201 204,20AI, 20A2,20AI end 291 (the "North Imint4i and Vissci Hill iaanoairuas, r I - '13D, 23F 23 . - C. 12 -I'll,- fee ammil c rvrsiaa� of Tax: M up.3 2, Fairiels 2' 3, 23 A, 2 A 23 C, , E, 23F, lr�. 23H and 23J (the "Viole� Fflfl I i0isedY"P The VCFPWdl�c peltc$ we, cailharively refe"mod us hando ;as fit, "Ovitan", which tecm !;hill! include any 5,110(;enanns, in imerest 'I'llE Nol"n Polmlo ProportY and the 1, toilet Hill Property Pire referred In collectivOy fas the "PTOPe"W', at I of nslich is 3-00l imu-M as tile is the siloject Of unning- ffaill rulaniffacat appillsetfort rituribler ZMA 201 "ZMA pruso2elt t, sention 33�3 of ifie Alberocile County' Zorsill-t Orthriatice, 0'A'Ber t1d ofiter it", ,crt�by volentai-y moffcrs tire ctoalilffm* hs"Od in fllii Amended and Rts"tal pric afeanuld te, propolly for VAA ArnQrAmen is approved which s- all be applied tv the Node Polls it Al',i--i,- '.e County- Thesc conditions aid prOfferej or par'i of the ZMA Aineadrstent and it is agrnxt that- (11) the ZMA Arasrshr.Orit Itself,;ves dse,� to the neW for thcovii-dinnos, And (2) !nIvIl Wilthiftno: have a reasomahle ridirdon to the nateirrors riultriss'lefe na�itvciaw -criffall, a te - luly 20, 200 (Isit oc On c � I ZMA, rogroller n4ih iS -1 is ia so Prisn'er was approve,' bytht, Albernrel, County 50arn Or Slu)r3 Visors 'al August 2, 2(ruti, and also, hic1liddli 1,23 Kin 32, Plerce'.1 22K ("whess lan"T'l 21K ovas rl� flic itme cQlnjxisL%i Or' ivlo svpWar, prias�!s 22H and 22k, which have rrie hear curnbirred iiaw a rfiryle parts! 2�2)Z) which it owned by iNeiglibrimord proporder - NP,1 LLC (tire "Ncistbborhood Invesinient I`Iopa, pe, ly ), fir idanges rlflje�;tcd in lhis ZMA. Alsorlefinent aba'! Pot I �Tuighbollypcd lovesbwZat Piepariy, (it Bit Inlifel Z�,JA J�njend- orent arnanih� and ;,-erutes said rlmftcl�5 if their autirety, and the Amen -led is- Rectialied Proffer Silderaunt sh I' P )dolc in the applica"ion plan craidEd "Noyfli 1 onge 1,onaj�rejdyn prepared by Kemely & Co., AmbitecIli, as ieviswd through Suits, 13. 2()P�i and wl=':jud1 Ineeto as Exhibit A fi�L "A, 114-ation laSn"), and hit Alberaed,- County Codc in xfiur�i as or die sale Ol, the Orls'lind I P, pleffor statinnern I'llia �,Cqontv Cocle"., 'flic North Ponale Community Shlill tx� rcfi�mM ni, a� dac- "Pullliw- 11 THIS SECTION INVENTIONALIADELETED, 11, ENTRANCE CORRIDOR 2J , Q:2�mion of a 40 -Foot In4fini en- the Ilollr Within Six (6) rooldlis after the aosstpinsitwo by tile, Virgirda Dsparteresit OfTiansparlaflost C"IDOT") of the Ralf as defLned ie,,,,rectead s.3 that are alturg the northbound lanes of U,S, Route 29, Owner Shull pl;ael aral thereelber maintain at all driscs a landscaped buffor, masholing J)adifaeoucl, st,'ongo late Ernstancu Conridog fintionalle parents coined by Owner, Ties buffer will Coj,S� t of s anaturani A��-rhact tv al is ide conti, name Visual nuildmeme am, that $1raill be gubjet-A to Ablarocie . County ArtiffliestuTel Rcvtcvv f1vaij (�Asilg`) review and appirlittal (the 'Buffer"), The Suffersonly be illeatedpartly oil the Owner's property and partly an Vr,10TJ=plO1Y� Talle" ' o7lal,l VDOT at any r fire, , in the future reduces try pe -tion Of the BirMor located vo VDQ7 propinly, dri� Owner chill compensate this steal reduction by alaunding the Btifler ress, Owner's properf, in, nuier jo transient a musicians 40,4vol if5lich clanflonsaniOn $h -all tequila iber m�oiwl ofparkjn4 adjaects to such bbu-m 2,2 htieq Lrgice of Staras ��.nferhtania �tnotni 11��WNVI _FAej ties. Tire SW facilities visible floni'the Tyidor identified on lint Application Plan (stormwelbT management facilities, 1, 2, and 10) shall be showu On v plaa slid be saabjeut to AlWI roviow and en ala land form (grading) appuyvid. S1,V1,vj I chall be diositincil is that its ab", Placem' t, transitioti between tile adjacent conservation area and The adjacrivinard edge of the parking lot and bui ldings, The p�jar, for S11,1M i shelf be Submitted to fla; ARB will; too first AFL8 submission for Building 14 or 19 identified on Shem B to dw, Application Man ("Shoat W),or any such builifing Litat is proposed to be located wdlue ritsidding. is Is pleated at) Sheet B pursuant to the fusion rd'Suction 12. V^4 2 shall have a Turtle structured uppetnestrot, It= S-NVNI 10 fret below and 2hml be stesig placiallenh rid III usisal Q,nod sua that its shape, a Is L f (glastrig) 0xisition between ine adjusisth crintanvation area and the adjacent hard edge of the parking hst and bundinfia� The plan for SWIM 2 shallou subriliftea to tire ARB with tit Fvst ARB submil;Rion for any ofDruldisigit 26 through 31- SWNJ 10 shrill be lissigried ,wh that its rumpe, pluselocri, and land form (intilding) art integral with she adjacent MM lilt plan far SWM � 10 shall be ssdmu�ued to the ARB ld the ibrie mad plans Sit lardailrittsd it) the .ourity, and VDOT for Northwesi Passage. fill DENWIES Ectal Elliklaut- The leud nuiroody of dwelling units vinithin thu� project shalt no, excald eight hundfial inresty-duce IR93). Subject to Sccj�on 3 1 the building footprints and gross lluo7 dirleas o r cunnnin-ull, offi, c e, and simn-, uses, and th �f Ioli liblib, foaquires Of ficrials shelf nor eAlned thos el forth In the Load Use 8yeakermil Table on Shoal A to the Applicadurt Plan a sc t-slycet. A"). 3.2 1,1est --miall salted Adjuktimeutli 01 the Elcovental of III list , TN' gnass inva ni'llic buildinits used for �DfFi�e, other usen, and hotels shown On Sb7fft 'A may be 4juW lefthill A mrnzc of up to -.rrt percern (I g%), pro),ided that the maAbinan liscs� floor lawas, Ila r cer, rangu, y Of t ic Ise sli 9 w n on S 1 i al A i a Out -Iri ccedtd, 11 g� fro t offers o f P u i I d I It gz 6� 4 and 36 as shwein oil Slinid ij car, be baitcvfeinped, Oke."Vithsisardirt," the tetrics -of thi's Section �.2 to the cov!rsny, Bufloini, 14 thai not �osilally f,,Xecau' 89�50(3 SqUil" fee", Pi'midad, frowever" fluit aftir two yox'5 ftitlelving thc issuance of tire, certificate Of OIX-allelleY -f)!' Building 14, BinfidlAg, 114 stay b,, adjuLled Ivithil is ranga of up I(, Ito pement lout -'if Building !4 is localed in ahowin On Shocti F3, any Saris exparvion shelf he kicewd to the east so that the addithitind spains is locate sliong flotli Points Binrlavaed� Notwiflemadhir file tern'13 of this &�cden 3.s ts the ociuriny� but subiont In file proviartirl; 0 slit" 00selty, "Inly authorize cluilding 2' ac 3hown ou 1� lost A to be adjusted 'by mokc; than Inc percent I, I tl%)� lsi� O]ND STREAM ?ED .09fti-StepVATION, Cl The ama of fee I 01 -year ilico'd plain Wifbist tho Fro'lee? siball seaussin undeaur,Qati tac��pt ter maj corraing" pablk utility, facilities and iftexi ni-olnuilS4, cand peritteuliell cold b0durs vmls� and orliy to ihe tixte"A su yc)tph= -am purvc4ed 'A' land ouray D on '13 e a, r er f. R proplifle - as-a-viat and pr p the sevulabotm Upon flir lc�qlesrh of pri tv y� 'tic a cuse il re. I e 4�2 S awslet MARR lin, morolvasterslini inso g p - .,.12L--- - ('31l'IT') Piro) 1'1.l,- the prvjwt shift be, pro red and ald sionerwalm noulailienced, Noilities for its, Project shall 'be designed all consirraeled, to sten, ll -disollso snarrodald elf s easeirt strar lwalin T rlem) and frorn i as %,!all Pareot 032AC-02-00 004,00 (bbarthwoods Mobile Name, Park Develop the exisl ing on noTtona'sL and notiev"O51, co-noo-'s oft"To, i Rj)pd at,,, U�� RolAe 29, ilpticifically, the f,:flooling psucclE diowm or, th-, Cotirty net rnaps� tax suits 321z paarca:a A MA� 39, and 39A; tax snap 32A� Pamela 2-11, 2-1 A, 2-1A 1, 2-1 B, 2- 1 C and 2-ID� '4 lecotlef quality mid qurilCty c, spon-nwillar f-ticilifts iihn", issilig'sle the iturn A ifopcats� for di" stom-'ater Ildc'ecited, both wilfin aht Projita still IbT such clisfills. o? In UrjndJhsl"k as Oricob'd hunsvils, as theugh 0sr, n4re pleexistin" condition oftic, dransaige area is no undcvnO)qsoJ woo,��cd she sind ie beni g ,levalop, _ltflog ufi-tdtQ conditions laid drit ismif ions- h adchtion, birfibeis shah EXthisly-t-lucc, son gisposed On- A j telic-thi'd peractill (,�3 i/3%� 01' ere total required parking let land3relixed aretts vait�irl th" it -turn! On Sheel G 07 the Area" of hic Project, tR such Consire-,vehil Arts is de 3 VitAication Plan ('Shv�! G`)� (a) 'The owne, zlall, �o the "insx1riturn, exierit peacli"hic"� VTO'Vidt silch at �iddkiosla' aq, cprhao� an*iur and soxtirn - t we ,trnt Invsures flat ex,,�aed Shn5 surd Lo2el �Iactltods. H-flicre k � dia�,�lraore L!, wiO, it d lum lei.,t strunLih nine, I, a� rlairia of "i i r, -11 will be racl;rable" is sal;."fitsf 'i"reigiuna Conservation and Rroea�af, -- u--" 'ir"t Owner almd, ior the b, B aigped to on "ellent p-acticrille, prisvidc rool�Ineiioudioa Vornileatur ll.Ar� "hill Ital the i , , 1 1, / as publi'siasd by the Ckelter on .c;�S;-ve all 2v"N aillsud sodnu��at nemoinil Into cf "IM 'bi 0 ,Tj 3 *a I it I W ist in ,e : ,, 20, wa,ctahed .1yrstactien to Artkn, 64 Of jf,�� pf 24it0,Lv -nese, will bax-lude, bill sad net lial jc� biuetonuon fliusis and wtt retention basins. 4.1 Sere ren nuffin, and Restoration. Upon the rcmlmePi�-ment Odin 31"Plif"Ible wrouneal period� little notify tire Couni'VI and Counry with a copy ofany aptubission(s) to the U.S, Army Cords of UtilluePTS andfor Df3Q for any stramn sinatiflossicia. In addition, if neecialmy, after firstualsking on-,iju for moidglificia opportunities z7vieflable: to satisfy the pannitliag Process, the OwDer shall contact the County for a list Of 01-f site OPParrou'lies Is; i itissaderi, and sbull look for such rInLigation OPPOirturlitilts iiIin Albemarle Count,' for each Per off-site, V. TRAINSPONTATION 5.1 internal Streel Conatructions Standards, Public aireeis, which it. any event sball include at leas! Leakt, Roan, North 'Island BoulcyAm, Noftheftle Drive Exist said. Nuilluensst pastage, shefi be (I,' constructed in accord ivjj,�, the njustrativs urbstat design rsocos sections shenvis ita Street D-I'tv the ApPlioadoll Plan ("Sliessi D -l") and also in aswimante with VDOT destign snuedards pusonjant to dist-Airld plans agreed so bet",,redin Owner I'd VDV.T, and (ii) dedicated for public use and offcreA for acceptance nan the state rughevity systuam Tiets (w ith a maximum spacing of fifty (5o) gsat.% larlitheapragarld sidirdoilks; ad Shown on Shtvt D -I shall be mrstalled and islairitinned by the Owner in lowsionce wit -ndierthl mrJales VDDT or Il Cluardy or VI)OT at. the County agrMs it, writing to, persurne this'lesponsibility, 5,2 T-IngilLogf -oil a for ja� ca 5 obti. ensal 8troqq., Ridon: insuainal, of =165 Id occupon an garied sh-cls as dr,,own on Sheet D -I , cy, owasy than comillcry 'that segment of i W; the pto"act whichsirms I)a building or icticktitce fo, Which 0 cadefficale Of occupancy is sought wflb at hana theetane base and all bill, the first layer ofidlart-mix asphadhLliha final loyal -to last astaralit shrill be installed vinhin ono , (1) year f0116wi g dic, isiontood of t: f ctrdficliu, ofrocuppancy for a Injildnogoresidence served, by flicafflocited 5 0 d -3 BRE4_ ImprqN taudat, Culor shot! dusign and colialruci all of the r a yc_ unterniveraclus refffeneed in Ssetions 5,3J (a), 53, l(b) and 53. 1 (c) behinv, wbieb elon r4soshown ,,an slitel: D -I to the Application plan and On Sheet F to lilt Apidniltion Plan eadigad "External Road heprovs1rcrV. Plan" ("Shola F"'� (colleca4viely, the i�R<aid huPIO'ircrlama`,, atleas s- 0, Read Inifinweninitt rr� first contaruiserl Or bundled by othersl, The videa-1 Phalasa (if the Road I ,in -d � provientenes are illsir shown for 010sirstivit purpeses on a color code i ropy of, Sheet B ltral is attached billow as Exhibit 8, Ow4�er shall dedicate to linalic alc ally jWni-ed that it new or Ircoolfisir owns in fee 5invole- Fla` Purpose-" Of this Section 53, lee usa of 'I,-- tenn "road" thus, a "streot" in IN, as it mill'ies to hit"clila, 3tmctr,� k iso bove tile satue recarring so the worrt Alblunsuic County SlIb'diViu!cIn Ordinance (Chapter 14 of the Alluctriaew Cnunty Coca) VAere appIrrablic, J.3.1 PilsiEkL. All Read lisinj roveitiallts sludl ble d,,sags)W and lidneon! as -religu, The Roarl Istip7mvemleals sholl be Shown on dulailied road plans sadefying I standards whi& seall be llabarineJ by the Owner for Tevidw and, wheo VDOT design raflsfac�cry, approved b.v VDOT tied it's cmunty (excCln, for Its Road It"I'mrove-ohns to U,& pcx,ne 2% vdabb shall he isubinct only to VDOT eqlluval) Uldmiellfim, the "Allfaomi RO56 Pieria"), The Approlcitl Road Pleps shald show the width said vang1h (axottil as specified fit at Sections 111(a)(U(ii) and (V) Pro' scc6isn 53,11(l)(1)"14), location, tyr, of � Cdori, arld rectres of all tons hTiprovas dis Allofthello'd shot be oranshiraitedi in compliance with the Approved Road Plans, The Road the, hoo improvements to US, Route- 29 sball be bascid oil -cormat VDOT design sisced slid ie-vosslopa ruituraefidere, useturribsoredints, de; provisions of this Paragrislah to find rOsiduryi In din event %hill the internal Fesiderujal shleet designs as shocne On Shoe, Is- I are "Of sec"Pred by VDCAI; the Owner Act] siolicaut defeded road aidestruction Plans far such sno,�ns to the County for streets laview And, when -misfirstury, opprovid, siubjeel also to thc Courty's approval, of privau, beratarle COunnY C"Od urides, the SirsdiVisicne, Ordirsafflie lat. 14 rlf she All, 111sle Road brimovenneds, 6 , han be cure4rue"c" aild complete- 4lai lure's phases as act flanni below: (a) rgq�l� I &ao Prior to apinoval of too him corrannercull u, all aseocieted pattlefts and jsmt lubdivulittorplidt oraftephou , ifirm, thaprojechOwriar3liali obtain all asslocided bonds required for the rinvoractioll of tho following (li'ditoflVelly, tile "Phase 1 Rood Improvements' (j) U,,S, polec n Souldiburead correction cf Iffic vilitud enrvicura fit Ifescoadwayinstuordc, olftbe eflnrsucri� (ji) ITS. RouW, 29 Slin,,nehoullit --roristnortion of a cantinclect 12 foat lvidethrouglh, hoio�witt shouldie-sorguard rest as equiresiby VDOT) sfar-has at a p,,int Illat is I loort ficet north of the sDnIh,,ro,-jaSj entrance ised macriding acenh to Airporl Road. I I loard -�Qnsirr;Ddon ofdual br-ft lure k,iji) U -S. Route 29 Southb, lance elsh lapic at thecro3stivar. f --c ,jv) Ii.S. Routz 29 Southtound --ccilstruedon of light una lan with vinuaricoto SR 150, (,a) fl,ti� Foote 29 Northbound com"Teeticit Of?, c0lehluOus ,tl ,bf, list laroi er T fWard rail as rielly lie, rellitinad by VD(YAP) exeneing lene d Iftrar, "friffil. (Airpor) Rvnd (Roatc 6,49) o� the birall"vast icalialN-e� dis q) u.s, Routt 29 Ned bound - crm4truplion of a rm, lanc� at ale, Sculdinnanole tomilica, �hf� adinnsnic's of whisli %vtn be quInvot Ic VOQI pipprovel. fvii, U Uri lanu RouseV No,�hbllrld -�,,jfl,�olpefalto 'SR 15 15 (,vin) Sit l5j5 liastbound anti/or restriping to provide left turn bond With taper, (ix) lraaallct�ilan of a Irrifflo signal with 8 phase timing, 'idee -Ovetrocial at 4' , all iscolign -29� selection end associated intenueatital impal -a it 0 1 With U3.Route (X,) Close existing crossover at US, Roate 29 and Sombortrolost Fritrinme c) SR 1515. (gj) proposed Entrance Road laotwena, North Ptflna� Boviovard Find It's. Rotse 29, f:2) (I) Lealoe Road and North Psume Blialmland, bl accordance with the design shoam An sheet D-1, from Pniffit Road to 6filej- Nordiside Drive tour or, if Northsidel Drive East ble. act yet ineen constructed to the roundabout at Nordl Poinhe Boullivard,'Nor I ill Poill Bsoldevard shall be extended it, Northwest Possage, Tire Owracc- shalt provide a fifty (W) fact -public right-illf-wrly along Disks Road and shall carethrutt a FIVO-laus mrodo street to be accepted by VDOT and as much oftbis Other imisluviatents showo or (be as tosdbla vaitbin thei available right-orlVay as mosincibly devermined by the Engtreer. (j i) 'rhz soundabou" or such other Improvements as 'stay be approved byVI)OT and the Co", , at the intersection of Leake Read and Froffit Road sholim an Street -1 and so additional westbound tight turn landon- Proffit Road A-002 1-cillm Read to ILS� hur fies limparly matinisilkste that is requireli for' bralf- Rcndc� 29 as 'now]' On Shed F. .10 addi" site public cigid,f-w4y. for construrrion of line impro.vierstents. cquimd by this Section the Owner 8ball make a cish * contribution or provide a letter Of credit in I' form approved by tire County Attorney lbs such purpose in true lareluni as deinned recir-starY for the praticAy acquisifictr by the Cruelly Attorney, or ,Qvtd-�d that escri amourst shall not career! one hundred fifty percent (150%) ofthe Censtryls fairroarket vithas irplimisid Prepared to, acquisition and condessination purposes. The cash contribution tar lencr of credit described in this Station 53, 1 abaft be Oned to pay for dS- rlia" cost 6"' flic riglat ofwaYealuisatiOn. TheWo'laclat ofthc rigbil ofway acquisition lot flio off site properly necesilerI, to carestruct the risjubud by ,his $detion "I include Cie normal costgessociated with acatolfing land, buildnigs, structilves, casements and offirs runhorizial irderes,7s by condirinni0don or by Purchase Orcluding, but no! Iiinin,6 if), 1.,ald aMsedho, .1, suTieying, and reasonable adores, I ity"s fe"'. `�J& Hall contribution ej. ties ktua of creltit shot-,' Ire provided by the. Owner within thirty (30f days upon respites' by Ike County, If the ploflurt� is acquired by truo-chaso, the zonidlanifitm im Ilse inurchaso Pried shall am. exsesd one hundred fifly petcaust (150%) of the counilyis fair market value lipjaridsad prepared for calleb.-millition purposes without tire consent Of IlIcOwner. Iftbecost Ofllrlrighjofw&yeoghiS- ron escLeds the arrousaineviisuely ountrilnutd, then the Owner ailed r,-reibursn the County oil -such rvicts's swts within thtirty �30, days upon leanest by the County� The Cxarnly shall rLfund I,.) ,be Owner ?,It cxctas contributicre upon (iii) frinloicarmly Oinfleed (fv) An additional through ime, inistbinead --is Pillftil ad, nonto U.3, Ronte 29 to the roundabout a, the intersection offesit- 11 Ord am I illoffit R cad, Inarldiflim, Rn pri.-jerty acquisition that is required to- the Off snc� Public ng forcounnioeft"') iff"he lixt-01--way requiredl by this Section the Qatranirchal make a carshcold-lbuVoti or pt o v W a - het ter u f cs �- di ! i a a form applSjed by file Go unty Aftons ity for s, Ich plarptis t in d: e astound as doomed cocessarl, lFor she Property outlets I itian by thic Colinty PV�llndod that fifly fisirmarkeLviduc apprais,al -a wed frnacq�rashhnl, and colleltilluasticen Purposes, The sach c"crarebutions or leirc� of I re -11 credit ddewibed in thh, Friction 5,V(S)(2,yjv)sb40 be need to pay for the Snal ticat of the right Of wayacquillifirsa. 'foe Ined co-socoftheright Ofwa)"c"fuhiftion to ernatenset. the insproverten-�rmillired by this Section 'diall l0clude tiW, unmal is - alized cos . s=jajod with tv, mat"N aled 0 and , �qrssjisig hind, buildings, lsbniinoe-,� less r hiltacsts by oaddearriation or by purchase inchadbig, but Act flolited io, land acquisition, eirgin"edin" te-yrying, and reasonable AtOlnuiP, fee-.. The cash contribution or the sell., of tj � tiarty,130) days Open felpiest by dle Cmfiit)� Iffile, Or"di, Audi be provided by thu Owner witl 3 mrsperty is susquired by purrhise, the el.,abibutuar. for hi.- purchase prioo Strait uni, exceed one hurldolsi fAfty percent 05Wv) oy the CounitylB fair inarket vAlit: to telsal P i prepayed for the Owner, If the wal of the rigbil of way w,ridenourtion purposes WithObt this consent 01 wqui�iEcoa cXmitells the amourd In-vicual, comuht)AW, deso the ()weer shad reimburse Via no, ounly Coulliv an such axe cat by too G C was witisju thirty (30) days upoll roju, ity b 0 U i han- shall safmad to di, Owner all excess contri 111i0sla UPOP con'Idets "ofthe let a ant! '-a t of the pillsisL 'l r, An I_Foxd Lin In 2�qye4#M13- Wiffifil fitlearl (15, -a after �b� issuarive of the I first building Proust for 8 commarcial hirildnig Within the lands subject IV the flitill nimuslercitu subdivision Plot, oradue phia Within (hQ Project, ol Prior I TO tile isoance of a sletilleare, of occupancy ililt Stich building, an oi, 3e phase I Road VD0,l, fifijbilo use or bundled for VDOT's acceipumoe if hopsovoirents Shall he inicels "- by ancras are it pit unity br,,hivay'ar tarcatirm. by VDOT for public u5e or bonded such Read finproneet I R seen, - fulghl"o,, to the Creaty Par VIDOT'it accepurnes, il'such Read linproviesterts am - 1clalt, (b) Iting 11 PA., an approvid offlit, firn shc; plan real W, nAd authorize flic ogfrl�gahs corivierldal, olifnie and hotel gu.oKI floor area zi.s shown sin Shee , [A -tit, hvis handrA nindy j-houslind (290,001)) zOpunrd fed, Owner silild lyl us ,ht Project to exceed obtain aij seac,�raibd p, r sit asociat-d holds requited to,- tile construclim of tret I I M and I) 1pinee, 11 Rcusal linpr caurcrils'T ndiowin, (rathretividyl the R d;fl! U Snuuht,�lllnd -inissruction of a lconflaosou� J,'- Route 12 Irlot ""ide "hunrein !one (Ir"bli shuvldkts:r 1, viard lull as waybe tffjubr,,d by VDQTj stpulhig at - , the� Nndl�c laorance rard ic d,c point whrnc 11 point that is 1900 feel astih us i"N' ith t1he pw4ort Oftlic lane v", nonnecI5 wi oonr1ruetod filinn,ji, th, Sec�fiorii 5.11m)( (fl) U.S. Panic 429 Sod'hisituad - coruixac on of duld ICA tura Imatis With tillatt." (ii:) U.S, Routo 29 southbourad construcGull Of a right tons lane with Witter (Ol�l U.S. Roure 2R Nionlrbound - constructors of a right hard turn 'iane at the Middle Entrance, flow- subject 1,0 VDO r apiavvfil� (-v) Lf�&. Roam 29 14orthistiand - construction of fell , cli-, lanL widl haper, i'vi) SR t570 13--asiberaid - construction of Or anstalfitring of losses to rismh in s -F=t-- left, through andtight turn movements. load Wostbourill - installalhin of st bral signal with 8 phase toona& video shreaction and elacisciated intersection isnProvelsacubi on U.S. Route TJ, the ciassciven Frontage road 1roen Cypress Drive to SR 1570 - of public Street to sei-ve propethi-S runently accenting lj�S. Route, 29 dolough Cypless Orroo. (2) Northeide Drive East . berween -LJ,S- Relate 29 send blorth Points Boulevard aSishown on Shoe. D- 1. )f�jjLe pirsans ir nith _jq 11 Road Jai rovianlents. Within fift (15Y to 5 ding within fl" land,,, subject to the first subdivision plat or silo plins that would audioriz, the aggregate cormlierded, office and houd gross floor area as sbutwo ,it Stical A within the project to exceed two hundred musty thousand (296,000) square feet, or tides to the issuance ofa Oettincand afoccuparicy for,equy building that causes quell gross Goof area to exceart two hundred ninety thousand (290,000) Square feel, whichever is tiailier, an of the Phase 11 Road Improloorrients almill he accepted by VDO(F for public use or bousted feir VDO'Pa Iiacepiancs it' anch Rowl huprovtMan's are a pilnuiry highil'oty, or accepted by VDOrr for public uee or frolidW to the C(jcl`��lY for VDOT's sictlitiplance ifiluch R044 impris"dincelli are a becoudaryleldiway. EVaStLill 1�03djjr TOVensents. PrIOr to tile, actunat Of'. W tho approval or the firse subdivision plot or she p�trn that would autoorits, the aw4cgide number of dwelling Wints w1thult the Pru�jcut to exuded five hundred thirly-dri (533)*, Cli) the ITIPPONoll Of 0 subdivision plat or sitc, plan It,, anv development of the Neighborhood Irl"shrent Property or ally podsort fherrof" (it (iii) the five. (5) year anniversary of the date of issuance ol! tilt Ew cerilfi,caic of wcapaney for a budifing or plennSes Without the Project, Owner shall obtain all asio,cured instr6ts and post an associated' bonds requirod let the corstrileniin of the fulkvula ullectively 110 "Phase ill Road larpoilvarneras") 10 extent any se'lah iitriprovidneriu; IN �ad j: otagyntirentc, 1, vc not sheady besri completed: IM (I) U.3, Scow 29 southbound ;of iisft turn hun� with op".r. (f) Norliyve;st Polisage firell U4, Route 29 to North Pointe Roulevind. (fli) U,S� Routs, 29 Nodsistaind - roluilluction, of at right: hand ,jv) If not elleady construisted, North Points; Boul Nonhodi Drivtt East and 14011"ffiWeit P03a9d. (v) If the nart signal to be GDaesitruded by Others is fil place firlostin Owner comiluall"illg wcak fvi Qda Plaridicialmos, pir"lono?, Sold such traffic signal only add tire ibusth jog- wtst Pass?p L's ris" signin heads and ancillary equipstroat r -f cessary, to auppon North 'e, is ix in place and the u, she as dinerm, W- by VDOT, It Ilvh ftaffi,, sapill i in ' v-1dettlar hAffic gavenitarl by thia lifldrsct causes the VD01'silpost ontrorlds to be met, &ad VDO� iatiahs-z that a trafflo sigrud be installed ii,� a condition of the entrance p,strean, Doullor shall inscall sairih trisfirc signal, Notadtidarni-Airig any offier piovisiun U'urnitinvi its this Proffer srueuecn� wil'bin one, h I sarduol eighty (I K) days nfte( written flousS from the County that r'. u-innala to build an elementary school oil the School Lot (as "School Lot " is defirod in Sieni on OJ)� t1he Owner than i'lintht lead idwe; tov Ind coyetnuctiOn ofKaddiwast passage Froul Nouh poinle 3.0,nalgl to u.5, Route, 29 to VDQT and to dia Colleny for fullitov, said urictil, s4n,s:PAa;tVly, appfiavtiL ponhelloin" twal�ic �112) locrithe after issuance Of the building pernut: for consauctioe ut tho blenionlary - school, and if no,� abilady cornrl--evd, O-wiler VAII ecrupliete (ij ff�dthwola Fhosi,,e ilorin North posnu�, scad'viard to 11,8. Redid -19, (ii) lit dapro"itissentz sal forth in Section isisirve, all," �'�if, h1ardl poirse Bordirvind uoro Nor,Lmlde Drive East to Wcsthw- ,,e pamsuge, 10 alpily th, taae3oInspuri of if-, School Let, The owilacr 1b,111 grant oil terepurstry 'asenxid a, isi flzqlessary toldh1w ingre3s -,'old ogress fibir vidliclas -1 and maintenance of crosion slid lenhaii rut rlien a equilauent, grading, did free,,jbi cuthroll ehvvhc�s or jocaures, and any other sivenrillued cc4labuctiOn tassillcills, as ulch o plot rij jto phan Ra the ch )I L t 're, 4, ,uh,,r on jile �uoibyisiu, S cc io sit, nulausl1hy aglted'O by theOwner alld the dcvr!uprr,3f1r1! Sei!001 1 j��Lwfbsrl 21 tilt' pb�Lv - Iva -12) too, Rugj �jnwavepirnjg- Within tw-n afte- 011c occinitence or the apphinble even in z1,aotinn which requirA the Ownin to obunn 111 in�sa,,Iilred P�Fvn,s and po�n all arsociatelf bon& rc-quined for the tcnosuei(al lof tile primal, I'll 'Road Improverrimits, all Of the phase III load hiantrovemaritt; Sloan be larazpted by VDOT foi- public use or tiard"d for "DOT's aceeplance if micil Road Improvements -are a shlin u8cur booded to die Curtis printery higinw, ny for VDOT's hy, Or accepted by VDOT for prs acceptance fl'such Road Improvertuntse are a secondary highway. 5.3,2 wl I link One of there of the sigruds osrVDOT for tile wSiof R cable Or wireless radio IlYstern 0101 1 between if,swis and Clark Dii-ve mid Airport Rural; however, that flie, total randr, colu'libution shall not exclocil thirlY-Llvla thinialand dollars ($35,000). Sibjcel. to matters of fares majissure, if the County does not relluest the funds, or does request the fiturds full the construction or Ifni systers does Rot begin by flit later of Dereadiff 3 1, 2010 or thre.- t3) Years after coorpletion ofan ofthe Road finprovernmits,,.-tud funds Strait be refillided to the Owner, 5.3�3 prior to the approval oflahose for improverolinis at tiny U.S. Rants 29 Intersection, 0imper $halt provide VDOT Itaffic Signal network timing plans that VDCIT finds acraisilf4bly Address thainapacts OfThepropOsed usirffiraig3nals 5-3,4 R --- .1glonal Tr ii graders Sit R HAS Contribution. THIS PROIRIFF BFF-N SATISFIED. 13poll sciagicidby the County, Owner shall make a cob contribution of line b�;d3rcd thousand dollars ($100,000) to the County fur the purposes of' finding a regional bra study for the Routo 29 corrider, which inloludes the South Fork and North FOA of the Illivasent River and the Hollyrabad Gmwth Ast;s of which; North Pointe- is a pact- The counribution shell b. made withat thirty �3tyj days after requected by the County anyhInue after the Iftinis TcLqum i's nor Tiladc within one (1) Year older flne data of approval of the Ifli-sr final site plan far the first building -within the project, this Proffer shall beciaxne aull and void. Ifsach cash contribution is not topended lot- the stated Purpose within thesid (3) years e -sera the datu the funds were contributed to the County, all relexperi finds shill'.1'. ba refir-rdlid to the Owner. VI. OPEN SPACE XREAS AND GREIENWAY 6.1 All pedestrian pathways shan ltl� classified as shown on the pedc�Lilrn Pathway Key oil sheal G add, creep,, jor tire pathways, to b, constructed by the, Cour,ty, shall be shown or tile 51lbdivi to,, n lar ersitt plan for do; underlying or adjacent land, withils I,, ilr;�IME The patillways, sball be constructed by Ovindi as Class A or Class B trails as ideretiflial no Shunt G, and in urcordaticewitil the mig6cablodesign and vorearucthin, Standards in the Cuinity's Design Siondal-sk Mutual. Sich trilatillclion, sholl be in wrijunction.wilh tire floprovellieras 1�rr the subriMsiurt Phil or Site plan, as the case may be, and bonded ivish the sirec-,s if file Pathways or-, a Subdividers improvisainiant, or wifir a performance bond if tric pathways are a si�c plop, friprovessidint, The pcthwa� shown on Street 0 aluin Flat Branch north -I culvert ifa codvcr� is used for The, and �olrth il"Worifaide Drive Ent ehab notruninue through - row, Paz E Park P under Cafe ,a-,, eTosilig. The pahlway intierilto For has culvert between k N Pillow Boulavard shall conforol le, the applicable inandards in VDOT's "Subdivision Street Ciaidarize' end olyner shelf rtaininiji th,� paidruilly if it is not acceptad by VDCyp for lilaintruance, Laxe� Upon, lll�lest Ownea, shall diedlesol- to dra County The 'lake allover on thc Apldjc�aloo Hes, fl, public use, pro O'naer for siorviristalue, Marley ,cctca! a,- described in Shc�l C to the Application Plan eadded "Etiuntyinct"ir l"lailogrliaent artat Staorin Constrwaian Plan' C'Shcet C fU_QLjC fiVil'BASTRVCTUICE AND FACILITIES FROMPERS 8A Bre-h I lWiwry- (a,� UPon re1quest by the Coory, Oventa. Audi 'llalmarse to the Cocuty the line, ICA herplit hitstrust in tho land Ativellon Sheet B as a lib"ary, exisisting Or a 15 , o 'paioc� foo! ji'lly Varlsed pad silo, with ufflition, '10 aceiiararde to, a j2-101 allusTc fact building fhotornit, a Boa that 1parimolor Strip and up to � IS, W1) sindre feet buildin& usipather Nvidir a ruasslcArsic,,jvc dasennent to, the adjacrat corrimae area Ra. ingress, efteirst nonshuctein rilliging, and ruffluiels., cqnsiq cGete req6teed printing, aterninvotor detantiall, said water quality facilities for the location of a Iffeestmadfrg: Regional ulastry, AX4 Such callrec lisal that mo call'Ossedble, valth dic prolatOold sarrounsfing 4ses, as dicterillistied, 'by the County (the 11librity, Lw;- NorwIfflislanding flat inesto offt Ptun seldeaw to the contrary, ifitbartepuriallents fat the libraca buildiing, rttiturc a israc- tinilding filotinint, the County may authorize tire library building Poor I 'Pahli to bt 1pi-gertlassi all staledin the print sconhinm� ptovidid however, that the size Ofthe arre tsba"vit as �Tluk h'" ort- Sheet B ("Park I!",' an.dilor Ina zd7e, of the adjacent pari Stan hi�zne �ifiintdy narth, of t1n, Library Last On Shv"It 13 Rfec 1111itery Parking Lol") shall be adjusted bly sailyluthy tap fitl�s, bit' Owner scull ocusplect ecynotruction of thal, Library Parking Lot tsid oreff parking areas serving the library Let. The Owner rhah ticrath thte County to One his Lfit4lity Parking Lot ond/or, i" all alreedy coloorat"tOd, Peek 11, ins purponer of construclinn suaglis, g, 'Wiflun twelve. (12) njundla lher w1ithsts police Nro due County that 11 Intends' to bein it of dre lfinrary� die Owner $hall, lulike dj<; access -'cads, and fint area of the Librar, Par'drig, Let evailaid , a w4n at letia a frell. inch w-ripaoted store base for use fis aecess and ratruc-dors Surging, Such st000t access striving, fee Lilanity Lot and tha Library Parking Lo� D al 3 after i an 0 ' stra, 1 be carnplawd and irvicilaidu Jfbs List w jaber stree jen ti I)'; lase ih nes ice I thi: bufldir'll permit for the bleary, pawidtd� that LISPhalt PaveRMIA in areas used for . fi�t, irnoilhad until thisly (30) days tor Staging by fill-, County 331411 fna bareqUiled in i such liniLser- rcascundtic tirce as nlay be nectinaiy duo in wiesiber coudithurs) after the County has %.-roolved ZoWATOO ru, UPOO tile "aQue"! Of'the C�Qrfflty, perk !is majeriale ard , - but Ole owner shun not be� rt�eponaoblc for ramotansing 111 shall �;lssr be land�icalcd to public u5s, 'ach Owner �Irajl be lesplarc*rde for mal:nfulaunct (if the lJbiritry Parking I-Ait and oth, Ot - e, live ovnly j,,hjjj have no r.lbligation in, fill a rwalibor Npaces on-ving, the Uhrary L l , cfiill�l Owner's Ascooiutioa. Tjr: CQU!rty's 1-1�1-�.lisl Iiii dedicancri ofthe land forilst Library end Rark 14 shal] Me ucrfe Witifirt flacc (3) ycaut Adloil/ing the filter to Deans" Of Ur issuarlec (if uld rhat ricsidential bul I Ithrig penoil Willile th, I Froleal- R) Owlwc'r eomplabOn of the illfr-33tfuCtUrl- ter, the at a hei ?h,el"ing but net llrnftud to a.tfecls, Nya, rupsk�tsr, ojecjriu� gas) required for u f I Library bot, or fill) Diecernbur -it, �OJ6 (vhich I,)tcrmbtr 31, 2016 deadline may benxtentled by Wrincil annual agroestuali of the Owner arid ibe Countlij. if a request for such dedication is not nrldewithin three Of years follevshig the l4turafthese times, this Proffer will be nuil and Yodd, ve interns lot the library linilding sf� In she a ,d fold tie Iequire z the library bauildislg a larger hnilding fatotplint, and tha County elects to alithori c footpritill to be Jargcr than 12;50,) square feet pursuant to auction & I(a) above, and in tile Purifies evallit. that the bodiding is thavehiPed as a edind0tomium and the County r,"Ifusais this Owner to assume ownership for a portion of the burger baddirl& Owner sludil ticoalat sash owneraillip at a reaiiGnable price upon which the Patties may nautually agree, and sball contribute, to tire County, on a pro tars basis based onthe pjitpcnrj� and size ofthappribso afthe library building clivildil by the Ow I ner rldnifive to the, dxt� of the ijbIrsey building as a whole, the cost of designing and constructing mich building, Texas Oxisul tarry ardirac, if desired by the County, installation of a ,,green roof," sold any tulditionall expenistas associated with structurally reinforcing the Mcfas necessary to support the green reef. Willil test (10) days after receipt ofanoilticst for payment by the Countyllfrot is accomplished by to support The Progress PftYmdOt amount as provided in the cons"Crtitc, ecustract, the O%ytc, Alan submit such payments to the CoordY. Alursildiwly, in the event the County elects to daslign the library building ad a Leadership in Ene;�gy end Design (`LFED'�) building, the Owner shall contribute to qso County, an N Pro rats basis based oil find Proportional size of the po� tion of the library blinding owned by the Owilarr reirstive to Elie size of the library birldhig as a whole., the additional costs of the library Itililding to obtain LFED odnifierstion for the building, Willhin bas (10) days after isocipt of a request f6l, payinsent by this County that is by documentation to sup art the progress payment ruclunat as provided In. the construnflon contract, the Owner shall , p submit such payments to the Ccnsrdj� The design Of the istivalir roof, or tho cirtiniss utilized to obilifir the LFED cerfification, as applicable, shall be in the County's dislarefors: g,2 Affordakit f1pAsing. Subject to the fiesms and conditions of lld& Section 8.2, the Owner shelf provide a no I hurturin elf forly (40) "llor-sale" residential dwelling units as affordidalc dwellhig, units, a mindinum of 8inty-six (06) 'for-ralit" residientild dwelling trail, aS affordable dIvEiling Lalifi, alud 'a olinjolan, of four j4) Carriage House Units (as Carriage Fluteid 'Units are liefirted in StIvion 8.2(d))� The 11sny (40) Avieffing units shall be cerma,5ed Oftht hilOW111g, tyllail 0i'dividing units: twelin; 112) thorn multi -family; twelve (12) from 'loiller" (woskfing Of Iltwollouses, chaplexsI astach-d housing, concloninfliums in the Colssludrina[ areas knit other Urldenkifle housints typtla); lind sixteen (IG) from Single fairdly dertached, rach as the salefirices and under the hnnas and conditions iolt frolli, in this Section 8,22. Tha0wrier shuh convey the le5pons tf� to dipsubsectitcorl , ibilily the aft'ardistik uni trainer Willon the, v a offers (a) L�j�ilullur For In It until �IFLg u i-' Y ared "other' fur -stale afflardable dwelling unit-,, wilhin tfin Property, Been affardtibit units :,hall be ilffordiffilp to � households, with inuourds less than eighly percirft� `60%) of1h, ares. madian fturtily in(coule (fild "Affordable UsAt Qualifying Inconsa"), arch that the briusillu costs consisting Of io c anct, do not excecd thirty prin,cliad, un, cm, ical estate liods add hoinSowners iisur, tsucani ("%) ofll:e Affordalibc Unit Qualifying htcomt, prevented, hliwnver, that in no event skall the seding pri��t ofiesch affordtibit. units be less that, the gleater of One Huralied Nisiety Thousend Four H�odrdd Donars (S190,400) or sixty-five puromt (65%) cc' line applioahlie -if -en to I, Virt'sima llblu�nng .0,yvilQVnl t Allihority 1�,VHDA�') -aminuitl slorivage, ror fim-tinto it 14, Intycrs at tire beghtning of the 90 -day arld qualification period esficmn'�A lin �u srdep rulubt�- DOta C hedt -PC L2--sAls ABC-- -able ILI Li. -As'), For sinflin, fiii-aily detached Isir-sido taffardablo ineww4thin the Property ("Muabuldel- PricsW Units"), such Mcdenitely,-PricrA Units shall bo relfbedidde In houselitilds with sarinates less then one hundred twenty percent (12014) of Old ama inedian '111111Y mossoe (the lykiekm�salv-tl load Unit Quediry."Ilg become), ins6, this tire hinuting co3ea cosisi"aIng of Fill do lent aceirri thirty pellanit (30%) of the Niodera-aly-priced Unit Quafflfying hicorres, vul-vided, so however, that it, n event diall the Selling prioe ofauch Mcifirately-Priced finds be mquil ', , lie lu;ss than dio, g��Otcj. ofTwo flundi-Od Thirty Eight Thotearad Dollars t,5238,40W) or OiShty percesta 1,801%) of did applicable 'VEDA arjj,-�Vnjui Inortitago fix firin.-fissic licane buyers at dess begintring of din 90 -day identification and qualific%ion perhad refartsinced in 8fc1lian 8,2(f). Is) For -Rion Afftirroild Ural , For H period of Swe (5) Yea' � lbilowing dhC date the Corti fleatel 0, "Ceopialry is ISSued by fle count v, for each for, real' atritclable uelh, or until ihe units are sold te; iow or onsdaunis cost ilriiL, il rudifyJng as �uldl w4ur either fll, Virginia 5�nslrig Dovelcomilut Avoliarity, P ca sources Name Adaidnelmnon, or Hilisui , add thbalis Development, s ths1l to viasshed In fiondan 8, whichever cities fifst fth�- "Affordable Term"), won inut, haseschroda wito incomes linis !he,,, tner Affisaulebic Unit Qualifyins incoisul No fer-nalf affitrdable, Suit slay be Oollated ", re thin once morairds 'lie nuinber Of for-icnt e60--dablia lisyc'unig units requard by this Scotian r3,2. (i) au) qsiLq�f pqttgqLl� AR doceb: tearveying any 'interim. in the for- "fordablo Tesin chall contain langea9c mchh'S that StWo's L' is otilt affbickNie cnIts during rbeU oh � Rubject Or the voine, oftles scedon 82(o)l 121 addition, all contracts periaboing to a convoysearr ,if ally for -rani adbrelalas out, or any part thereof, during th-- Affurdable TOrm, still!! console a cernplete suid fill diriclainsirs, Of the jeutrictioas orld L� jasua�a candflislued sly flrh Section &2(0)� Prior it.,; the conwiYasace afany inpecst i -lir any fOr-iern alTorladhile unit tinting the, A.-fro)-da'We Tdrlci� did, flares-orrent owrou shalt fttdfy� tire Clarsn,�i in wrifing ofilist coevcyaaca olid PlOvide tire name, addiuB end telephone Ituribeir of1he pottivial 6-araseI slid State that '11", mifoirvoilm"s ofthis have bee'n aliandiod. (��I, AemqgI Rekn-thir, ard a I I- Derr 1, .. I - Dining she 5,1fordablaTetin a wi ln �i (90) days doiloMlig file end of cadh calwd4r Y'nir, like tuill-infent owner 31"111 provide to dic Albemarle County Hawing` Oflo;ea ctilifictl au'ronal report ofiril dir-rion affordable uniez fertile brimediarely preceding year in, a form and substance caacoslardy auceplAbbs, to its-- County Ifollsing Offic,, Subject to all fe& rare se and Open remcclable retire -vid, s, ,it lileal bussing laws,, during the Ailhrdablel'nrro� file, dien-currepq Qwnc� shelf Inske availablo so the County at ffiT, hicei-foirl-ent Owner's plerrisrs, or,- repoit's. copips oftental Or lea�,'a agnsevviallul, en: other thoalsortausing it) reew sittes as the "!sculay fairtitiasorally malourc, (it) I�Ncjaifgliouse ll -pit& caniogls Housc Units shall I -lee" the rellidronesons I�ur a single raouly dvallliig as defined ;n fbe Vilghut, Unijoria smotwi u Building Code, -hot'& be On the -ine Pascal, as flo: le-humv dwelling sult 0 which it is uccasaoryt and shen noill, he suhfj�vidbd hurls hat junnar on learrie" 4y re"idle Cc l"Carrh"ge 13C no' I shail It-,- included on the plea. creoficg suaL plircoh, and be Incorporated into prach rived conveying title to alluK'I paicals. (of Fach Subdivision Phil. and site plan for land within the: Property vanish inziledes; affordable unibsi (winuh, for this Secticic 8.2(t) shall include h4odoristaly-Priced Units) shill) deldgers le the, iolsor urits, as applicable, that All, subject to ffic trunns slid coutirtions of this proffar, Incorporate aftirablat unioi as described herchr The firstauch astiodbvision plair or site plan shall include at ministrant, offlarte (3) strob affindable units. Thoreafter, and until the total number oftsffcrdabh� dwalling units profferif harenlader shall have beer fulfilled, flul Ownarldiall provide a (3) such affordable dwelling units per year. Eschficad Subdivision p'm and final site plan also shall include a runinjig total of the aurriber and pecoorris of afmidabla tridle d d , previously por,�Idixl and proposed to be poovi e by the subeiMiden plas (it site plast For purposes of' this Section 82(e), such units shun Iso denoted 10 have been provided when dit, butelaclutart ownerlbuilder pinvides written notice to tha CAsluilly Housing Office Or its alLsiTpee flat the ardt(,$) lvill be available for sale, as required by section 8,24f) below. In the event thaO the Ow'Ver Provides more than three, (3) affordable dwcIting units in n �jllgfia -Year, the Owner rally "Uarry over" or "bank" credits for such affordable usahs, such that top additional afinedabla tinits which exceed the, nifideallen restriesil requirement may be allouated toward tho michnian number of affordable truth, nequirod to be prilvided for my future yadii Thc Kaw.hition ofaff1bfidurble units that may lic iscuried ever or banked shall net exceed twelve (12) per year. Notwithstanding the terms of this Section 82(t) to the contrary, Open the written request of thS Owner, the County may actual. ise an aftemativt process ruldeor sehisdain finthis provisiron andlica- delivery ol'such offerflantIt units upm a determination that the raclav-0 i's in general accord vVith tile: pumosoand billions of Sseo-,Ioes 8.2 anchor othervivisis fitrithers the Isl?N ofpnividing affordable housing in the Cormly. (f) Ali purchasers ofille: foi-�aft-. affordable units shall be approved by file Albornarlis County Housing OffiCe of I% designia% 'Ile subsequend: owner/buildln- shall inovidis the County or its thezilatee a period of ninety (90) days to identory find prornedify an eligiblo purcimer for the affordable usrit� I'lic ninety (stff)-day ilerind shall commence upon wsitter, notice from the fben-consentownerlautider that the unit(e) vvill be available firs: s4t. IftheCo-oll desifincia doce art provide a qualified inar;haser who executes a contract of purchase during: this, clinety (Pfl)-ibly period, the owneri'lalsilder shelf have did, right to sell the unit(s,, without auyses�rjcdbsn,)n salce price ry income, ofthe purldiusterfs), provided, however, that city unit(s) Gold without suelt idstriotion slla�j� neverthelilss tic covntdd towand the number of affordable units required to be provided purastarat to this tri -ma of this Section 8-1 The requiraincrits- afthis Section 8 2 shell apply onlyto the finstsaile ofealidlafliosafftndab3c unit., (g) The Camny &hall have the right, frorn ',I've in time, on musionable n'tic and subjed I., all applicabic privacy laws, to ill4lic.--t flic records OfOwncr or aely talcult-stne in inlesi let the pisrfassne� of assurm,, untripliance with this proff"br. (h) �,ash Proffar. THIS PROFFER HAS BEEN SATISFIED, "Wiflars sixty (60) days after lic Board of Supervisurs approval Of ZNIA 24i0l)-W9, the 0,,van shalil cliuse to be lolunibuted ffinit tunidred tilolleand dollars 0300,000) crish 19 thes County VA Albarsafle For the Allitmayle Housing fliniaiive fund Or, ansh other similar fund As may bs esusWAriel ca asiholizedl by this Coondy, Ibe contribuiror, inisill bei to lund alhordabic hurno ownership hour laujilasn"; vitilbe the Prej,-,t and other seenle of Albemarle County, hialuding those proyided by lion-reWit liceling sgenciettanch irit tho Piedmont �ftluslag Affialicti, Habitat fur Human fly, slid theAftenup d o Hinnil n g Impru v essissit Progtarn. 1 f slef'h c ash toll n1buivill 1.5 nor r�lipalrdlad for the stated Purpose within five (5) years frosin The 'dale tho funds %V, -c (vsajibut�.d Its P11Z, Clionly, all unexpondled filadc shall be lebrided to 1116 Orancir, JX EDUCATIONAL AND OTHrif PUBLIC FACILITIFS 9�1 jkgf� It I'Vithull tvin hundred sevonly (270) deyb foRowing rqatst by be County, Owner Shift dedicate to !he Coirsetv- the land RhO'e'n On thit Application Plan as �'��lsinanhrry School 12,85 Acres I ; jjtynuj�' Sonsisting ol apreordmaudy 12-45 acres (Of a Smaller Portion of�sacff land to am Courity's sole aberration) (the "Schoul Let"), Prior to t1elicafloss, the $once] W, 1hall tic grassid and onsupected by Owner to a udahmarn of9'% comparidcra as tileartarea by a sucidard ptoetar izsr -with suitable material for b'silding, construction a. certh'it-i by a culgiflos, or as ometvisie approved by the C®rlinly linghreer In gs-eiblish a fully praudettl pad 3�ta to acconsuardscli Sri tlarrientray school, The reeptahon"Al fia,"d nripinvenroata q1tirivir on Appioafion Plan $!,At be, firic 9tsifled and have tell sell and Soft added, asul the usilis ker oil h],rigaflust ryarent Serving the misting at the recilealooind Felds at Fluentruitary School, etmlwivO Of RnY above: inivAnd hillaysumdrita: 'f he fre-itinian pathways le, shown on ital, perimeter vf the School Lot on the Application Plan stian be Miliccled on 'the subdivvSkln, plah Wcisinej by Owner ioreiflUlc the Schoot ' Lot and the paillways Shull 'via isistulted rilboll ffic efle, es gradurl fisi� she mi-ImIloss field,61 The Owner sirall prov,& all Oti,%bs to the SchoolLot, Tbe dedication shall tnchale easismosilts across Owsim's tend fies access la arid oat of Solorn 'Main Basona, 5 and 1110 disown oil tile Appireadca Plan, tellethis-r with all tl�xn' 60,msy cianstructilon inisernisms v� inlow S11TAiwatin BZM j (I to be j wear ided and enlarged, If licusA ry, to acOe aunod? te tho S iJaclo", Lot morrinvatcv. Tbe School Ux shot! be aticss as an ashoet site, hut if tire County diveratahm, that hat school Dn will 'un be use'd as M Idernarlary echor,3 s4c� it allall, be useebythis County for park and ml.rtafiorcal purpolsea $61"Airg both alt North Vointe colissaileflY and �`,O' regroor, 'if file Cumity does not rcquut less fee Schtil Lot he dudi=ted by dua Piw of Duleculibler 312 -)W6 5, 3. 1 - he exlerided by writoni mutual agit"'In-Art of, Cho Owner ,�vhjen bosember 11, 7016 dicenhee may 1, and the Clonsy), or Ireco (3) yelus aRcr the hssuaocc or ',he first irafdle,&S1 InXiling peeniii ,,it, - -end,,;- car fint'ner obfigalivis to desiouta the School Let for ,�u the projeut, the civitter shell be -no," later irscot, described harcki� bie sliall, I- linimary 3D, 2017, or thirty (30) da)ot AKS:'S ,a pl� , y - date, contrifil to fiv. hundred thouseand, dollars ($5010,000) rush to tm CoOlity tobe, used 5y ille County fur pruilusis idenflRed in the colilloy,N Cls- ress,�-�oaidbjv mialsid to uir netthi ofthe North PuinLc corarilunh)" and in such event the School Lot n14,ybc elaied 11 )F G'hes reaWtspial purperea ,,,a ap;lroVed by thil County aftes- riajuSu by owino far all arranuirri"ll" to nso App5eat Plao, After i odicilf it and beforn the Q),dy uses dir, School Lot f(lr a school or foo- park alif a) lcquc�itd by III- couiny to So longer do ao, suhlect to [he Ovnur�s Fi0st Lu Oftuc Sobool Lot for paternal Suviri parkand recreational ralpa-�" Shall be only thu,sL rviuii 5bowu oil all approved hrah sir, phe� ur 1�ubdivislsm, plot for the arta that i hieft.,des the .1 rulilintERRuCt Of schord IA'!. ,,Poll boing requested by flit Coutis',6 0 -or Alli cease allto�ard the School Lotilreittinove at., iroaravenneins clitablisliod by Owner thru IhS COuldri, rectutids be a obligated to pay awnes for any hipprovenients ved. The County shall ,I<)[ b ' estudifinhed by owner shut the Cminty svtsdis� The dexl Of dedication jer the School Lot shall provide 'but if the County arwepu title to thri;$rhcol Lot and then does not consourst eflenr si park- at a school within twenty (2U) Years following the date the Board of Supervisors approves me ZMA Aturendmem, d1w upon Owner"; YOCIscat title to the Sthood Lot sball be liturisferned 10 Qvillas at no expens--to Owner. 9:� Ao9Sf0P1U�rUoff9 �Rlezia-afld -Dulservice- (a) owner anan consurici tell (Itin on env. I public bus step hutroffs &a shown I 4pplicsooll Plars, a.' two (2) it, the realtherial area, four (4) in Usti Onion emial areas and four (4) in the other reiddenflel areas, tach hi a location mutually acceptable so Owner and this County� Thal ties stop sonsiffe ShO be approved hvith intent causirliction plans for the project and beaded End eornrnucted with the strums. (b) Upcoli dise request by die County, Owner shan luoubibliu- she Intel sent Of tue%1v five thousand dollars ($23,0sio) cash towards the lillilism, told construction of Itse, above ground bas strip huprovsnoms such as billichall and stalteet maefing standards establisbe-4 by the ]fflras County does not request the hands, tairequostathil furashibra doe�q hurt construct the has stop implaveinelds by the hiter of Dreterstner 3 1, 20 J 5 or three (3) years allur completion ofth, mad rrjW.Ork that juchajog jildbus, ,o.p turnoffs, than Subject ba tirsellass of force jrjddsnc� theuriesperided fbrr�s shell, is, the of that County, either be retumcd to ()saner of safjj�ied to a pmjr�ld iflordfitri in th�, County's caphail improvismadils program within Or alijinogis to art,, Projeet that btnefitt the P-neolit. (b) Within thliyo, f30,1 days after �uc inlrothilition of public inanSirmorital In the Prci�jeid, Owner shelf contribute 1wdely-five thousand dollevs, ($25 000) tests to the C�aunbl` it,, be used for coeniting capeases related to such service, add shall �c flor a' unledly Contribute Dollarsi (ZI5,000) cash to the Counly to be vied for OlUeraftin-P le(Pe"Sie' febraeo w narit servici" for a edrirld of nice (9) additional years, Such don hla� rural funds confribuind in the Courity Pursuant to this seOjer, 9�2fc) shall not as ceed Two lloredtin-j Fifty Thousand Dollars ($250,000), If tile unradeticaq of,linblie to the project done nor cofton-lice by the ittler D I f test (10) years after th- 'Board of Surleivizurs approves arc; ZMA Amendment. or seven (7) yerus dftorthv data nfdre issuance ofthc first Uertifieroce Dfoosuplancy for did fust Voultraconli hunling wj,�Inr the 11pojecil) this Section 9.2(c) sholl b0ceces anti and void. X� ACCESSTO ADJACENT PROPERTI&S IR I Unless the dedication at public Tioght-ul-w4y sell hit of such se-neA air required in wrijuninion whit the ipplavall ofa arabrivision plot under Alhearl Counly Cude § 14-409 and ircialrd aevIelfia, or then Ow We 0, net ,,,an reseivil the frhy (50) foin wi right-of-way, luclAW- wit -in the area Shown vin Shed B and idictititied as, a"50' Rtserwid for Future Dedisinjon" cosanating a tigh- of'oey ficat flne proposed nriddle, erurarnes, road into North Pointe to file sraisdateri property Ems Qr' Tax Stop 3rz, Pitreel 22E ("f1vip prior to tllje hemancz Of a building pilunit for buddina 321n slown ondec Applici4ion Plani f1valet Arail record in the Chim':s Office of illt ciltruir Court !of Albaftlark-, Coutdy� a encases, irrevocable dead of dedicative. disdicauu'; to trublic use for road Put aaes, ihn insist taireled `5D' RO.W� Resersod, fix-Friurra Dedication," Owner thal, if it is'ext pers of a 5uboi-Visica, Fiat approved by the Cfjurny� such offer of dedication Talest; bt: first reviewed or,,,' approved bv the Board afthipurristins and acustiftri by the Borird� Such delato ef dedication shall hichille the fteilowinll conditions: (i) that TIMP 32-7-1hi S�hafl hal't liden illazoned; and (n) that prior to its use 1;)r road poitnisca, Rest 3hall have, loem nwitulicted or the land so ifirdicanfal a Yined appl-wi-W fly the Could, and Acesintli by VD(YF teT public use or boadili for VDOT'6 auccphisuce, Sit the this, of ft isaindinicti rin of the nocisca road s---viog Dailding 32� she Ovarer gral conscroct run intp, loss curb radii -or thle snad se-ving TIVI? 'YI-221i and csxtiand consido'choll ofelach mad for at least v milshninn done hundred 000) fact Porn Iscithride, Drive East. The 0ornar 51hall iuser "'facil -1 fler cred fj,; sach ext -mi -ad Toad, a shpi, Approved by ,he Cossrs"', ulvizing nild alsodifying flit Tadnic brat sac?l Tight-rifivay ;, the localifivil of a fluoud load ratteresiori. Owner shall gnisit onripravary construction taisainnots so deltrurned ii-ve*Ssary by ran Corrui-y -��Isgjjjcdr so allow for del road to be twaPrided. In 11vill 32- 22E, whids coasevidjol, enactments, shan be on 0u&s peoperpe and ortaidia of ffic be - Cheated and Strait fat sehildisheii by tilt op 1. plielible. site -bass, ',to islaproveiricirs s.onli be inearial livithist ihu temporary toe'straction =&xaemis until ourisurl2i'tiort -of such road has hear, wasit1vt,ad, 9�2 -M-2LN if rinnotinet of alders Of P, blia A ,h Uldoiss the dedic ��uch su�,A mcnojaulrt6 in with the approvid o,, -a subdivichin plin terAcr Atbenellie County Cudk § 14-409 aral related sections, or their succeastose &,wscr shunt mucive an area in the loultion 2abele, "50, 'W�yv, Reseryc"ll loz Isuacre D ne A n 3:1A, Spefiji: 2, Pare d 4 C"FRIF 32A -2--r), Prior to the issuance of a build'ing, wrimi ;6F Ble4chng 6 or pOijdjnj.,,.sVl through 'V6, each is shown on bll� A:pPliolutic-n r1rin, whi b g � is a- S� owain Sher nccrii in itio; Clerk"S Office 0" tho Cirerni Cowl "I'l Allitmorshi Curinty, a colrefit, jTVQv0CubIC dred of dodirasion dlnhnedot� in pubhu uae,� for read lMfiosm lite tircij hisbeleii R�servied for Fulure Dedication," Owner aidaloveOdges that ifit, is not cult ofs subdivision plat approved by 'list County, such Offer of dedication rininn be finit ravlavv-d sarld LI?Pvf,'VC'J by Lh-- BeBrd or Slifievisors and terreposal ItV the Rcalfl� Edith 6cwi O�holdrcafloli sliall includ� bit fWow�sn, c9naition,: that TMP KA -2-4 shall nave been g uplreaed; enri (n) triat prior to its usc- I , of road pw-po�ec, fleareshall have been lonsiniclei Oil ble bc,j so d?djered -a rood approved by the County and accqposal by VDOT Par public u�c o�r bundeed for VD07-S alcelsulroe,� At lhc thnc Of the co-1:1ructi0e, Of the rcluedbisOut Oerv' st:i1ding 6 and Bulldinis V1 throllilb, '16 "n Ovrcr snaV conscritill !It-- inusausion curth nsubi line. extend consto.Aecion of�the road for a dialdntoftit Ica", thirty fee! baYund t1w rou�rjabora, The Ownet shall ahlo place it the Wri of inch carisilided a sign, Ajjluc�viid by hle Coumv� adviriulsend nod4iing loapliblic 1.1nuouldh rio'l-of-way is lio-liseation o1a fir-mmiroad tonnstom Aftx dloin;d1wo and before file colliditiona of title deLflecason have been serfisfied, and ifl"quested by th, County, %owntry sjad�. nurnitara the disdivatcd land until requested by the County to no leager do so, Sodbject to tire 0wal,a j�igjjj 10 use of the dedicated tend for park., andany gi-teaspacio purposes. Upon boing requested by the County, (twiler Ann mscallaressed runiamminee of the dedicated land and remove all imploveneents established by owoOf (if may) t1nin the Counly, seque& be. removed. Owner shall grant trmficarstry censsfhucli "an exciaessi as detsomilled necessary by the County Engineer to allow for tire read to lip ""aded to TMP 32A-2-41, whichlotessuction e,,eulouta shall be oil c)wraces -property and outside of the dedicated inght-ul'way, and shun b,-� eanthishod by &to ifillsilicabic site Isibmi- NO hopn"unceds shall be located witilin the cinual'ary construction easements until c(alstIlle60" ofunch road has boost cottralined, Xf. SIGNATOiRy o V era 0 he se, torty 12,1 L-,e�dfiluatu. The undersigned vintily dad they ace his Only t se ft 'P 'P which is tire aubjillot ofthe ZbAA Amerldrourn, of 12.2 3:hei Owner. lbaso profferc shall run wifir the PrOiscri-Y and each r aseaneo� owner withill tpuos, profer;i shall include Within its radaning, and shell on binding up III Owner's ill interest assablur the developel(s) of the Property or any portion of file pro,lae,rly. (sigroduris Paglai immediately Fellow) . I! a a, 1311h, prolffeg- sunuenair, usay no ajtnted� if" ciallicorplats andlov iiia Drsintim, with -�na 11111 foese turdi offeel, L� s if all Agneculdit vivrt ot itinal mad on one din lull'll�. RD, 'Y 01 IfUtGnTA OF A1RL()r,E3ViLL.E Is ZIiy! led Nobay Publ� In areal D, Ibc �,unisdlcuion aforesaid heteloy iorl'i f Chem Eastern tybunditeninni Compaey, arse ruined as to 'y LL VilVan- limited liability l�OooTtnvy` h� si�ghro Manage` Clo'Artudtry or R -q ted ProflSSr Starvidern, hearing the date as 0.1 Ala V16011 and A."ll Q a �ue :'Mod he _if fope Inc in ray junlidicticin Nearesuki , i, bell IlF�, oi�d hre liability oetupially. I lande"my luold ihis j 3 day oljvm" 013. L lAy wcrn-vja-,-'nr, tx;hres� -A 1Z [SEA'-) Miter, PMlilc Dead: CCqv;M0flV' EAXI'll OF VIRUINiA CU UNTY OFF ALBEMARLE oil n orpland WK q 11> uarderaigned No, y pubiln hi arid list 0 erlicila, af hemby cord , that �g "� of L inane al 'Tj fGrem Eastern COUT311Y, it Mainagiorof"Iliolat Hill Associmes, 11�42,, rivap ruiletl tiabdity temparl is rivicid to the Arriculded duld itiestrated I'loftel Stalleseen,' b6mirig Ind dale as of Ae , 710i2t, scialowledF,Nd ille lsame before tire in my,jeriSditokin alosidued an befits' It ta , *liljll�!Ia liability comparly Givem unit c� -my hand -dii a day a 1 20 13. My triessurussion expires: 01ft wamw MY Corolla. Ex", Vc. -I S � 1(ji CWm By; ,4d any, Date: f 11 ;re: I a -'a`- 1' 2"42 COWIFY OF A1,11LIMARLE W slat Ilibi i 11brtifle.juriadictivis ht-reby outilleii thal rr i lt, it , f dren lisisdics all J Limited Qiu:,cla' Parider oP CWH Nupsilies I hni-ed parinsry-�P, 5 Vultirn'i fl!su ", panocrshih�, is idIaned so flea fdrepaing Aincildod all,! R--tostad Proffer Statement btaring the dam as of 4�jj 5 2 0 13, a sk no w ho J ged Ill a � airl c b o for - it i c "A il Dentin -,a- I y coal G) , lch 201 S ISEALl Wirry Pill) lL E� 0 41 4) 0 [-a ICE YRV Ulvjn� DATE ITEM 09122115 PER COMMEN TS 1212JI1,5 PER COMMEN TS 0 712811'6 PER COMMEN TS DATE 09 / 26 / 14= A SCALE C NO SCALE 0 PROJECT AMNAGER MONA R. GABRIEL, Pj.E3..tM -0 DESIGNED BY BCM / MRG 0 CHECKED PROJ.# 20140064 SHEET # C - 1A PARKS 'ODIF,ED I SIZE ACTIVITY 42,aJT F! t �L1111_ CRITICAL SLOPE fi,4kInlial P�,,Irk tdoOs-aped qra-�t� & _CQ KA r s A iRe I public a h Grass bovil passiv� f B Nalmia vnp, itt�aier I2,9b N,,k Residej ilial *eet Isiarid 16.4f)7 6,936 PRESERVED 10, 1 0 Naiumt VaNly Ervarice natural wouds 9, tieili 27 921 214,370 E �3oAh Club Houze R&cn�auioii Afea Flutcl and fvVW4 vllmds Autlie i Pa,�,srwe 16,510? N T1 -1-ZI I /1, "J"ITS, T1 N 47r�a7 P� )j T ""Outh Club Hous's Pic pic Ne�i urlsio oakijial lilitc-ods A<,!Ivk� 53,151(lIq F Play cu T_` PaLrlwav -Nak b 36-54-4 A MANAGED Laqd5caped -mchcs AW;rve N.'A TO G [,I UrbarfPiaza (�a*dscapei:b Lmdsc aped -,vaikw&fs Passive 2, 1 N,A I Nlorth Club Huu_�.,e Recre6oli Area Po"A W.d nawrall wa,�ds Ai -file 50�p'-'o 64.387 1,-6 - J—, 'i ASCA CREATEDIMAN MADE J NawralVilley lFWafice ar,d Itay Area may cout! iri r14�,Uwaiwnods Ac tivp Passive 15 ax", 12,392 t\ �S TOTAL 2&4,881 307,C63 ir �7_ 7 k7l 4 15 j, RESERVED 7- t 'ON DEM—" 4 V, J J S, A I y r - F L 9- J If J� 1, W . ..... j, J ------ 4 f P� 17tiil, 2 Q, i2 1 25 4 X� C X A N71 T::4 21� 4 All, c 14 Y I : . lv'/ -z-", - 4, A, T t 'N 4) -4 - yI . , , I , , , , I \ � % ', '. - � � - , - - f _J- it, % 192 j i T I t , t k 19 t Vill % 4?t 41-1 7 X W X& < y it, 7 Al �4�% 4 k�.,IAR Till it 1, 141 4 l k it --------- - '4 4, 4 IV6 Y f A r .7 V, t 4, v 'All y X �Z, _2 _74 vil m 'S, Q1, 11�1 61 4 A& ""li '0 �4 i. 0 C, 4L_ ES�R D Q i -7� FcR fVW,� 7"' ? j L �A' / 'vc, UPONDF-WAND k A 11 "", , :,", - 1_? � , , -1A %t .... H! v, r j 41 ir 2 1'11�, >; J, -a J "V 7� - ----- 4 f % /Y- ...... �40 4. zc -Ae 7 . ... ...... .. j 13 :777 A j, Vkv it JlLifl L I N 0 r% 7-, 0 T :T A ........... WW- . .. ... OWWWR *At ... ..... .. ........ . ... .... ..... . �_, _% . . . ........... - ..... . ...... ....... 41 1w, A ................. . . TE -- - . ... . . .... . ......... ..... ... ---- ----- -- -- 7 � -7, ko I=— �k� , Itc u r�71-; J % y'4 A P P L I (-A 110" �'N P L A N 'A -'P POIN (N I -X.4 ill_ IN. I )A klf ill ilil vj i I R OFF , NIEN 'I, r, E LN Ir '40 �.-,API ... . ..... . T U 4 ""ANNA DISTRIC Y. RIV Av- `v_T1R(__T`1N1A `Y5 "MAR' E "OUNri ALBrj L ;i,-, REV 06111/14 A X's G EAT EASTERN MANAGEME T 2619 1MRAWIC ROAD X C ARLOTTES LE, VA 22901 DAMD MI TCHEL J, Townes E� (434) -4109 PHONE 296 (434) 963--2670 9850 Lori Road, Suite 2GI '--MAIL: . ......... Chesterfield, Virginia 23032 TOWNES SITE LNPINEERING Phone:(804) 748-9011 Fax: (804) 748-2590 C, MITCHELL, P,E, C/O BRIAN 9850 LORI ROAD, SUITE 2GI X. CHESTERFiEILD, VA 2JB32 G ASK US HOW PHONE; (804) 748-9011 % REAT EASTERN MANAGEMENT FAX� (804) 748-2590 AM Li" RK3W E-MAJU 8MITCHELLOOCCTOWNES.COM _m�A W 0 0 04 ll� 0 0 A., 41 krLlf"H �0 I -T H 6,4Z 7 MONA R. GABRIEL Lic. No, 048206 07128116 'r.\� :E �Slt_) M A 1 0 - CL 0 41 0 �14 0 Q� 0 '1`� 0 0 .2 0 L_ CL Ck3 .S 4) DATE 1vff YjW Ulvz� ITEM 09122115 PER COMMEN TS 1212JI15 PER COWEN TS 07128116 PER COAWEN TS LIJ 0 17- 0 0 L_ DATE 09 126 / 14 SCALE CO NOT TO SCALE 0 z IN CQ Inn —um co -md F! Uj C\2 CO 0 4-) Uj Cd A CHECKED B Y Cd PROJ.# 0 Z 0 co I 0 C – 1B Lo co Cd 1 m t ri V) C0 0 W 0 0 04 ll� 0 0 A., 41 krLlf"H �0 I -T H 6,4Z 7 MONA R. GABRIEL Lic. No, 048206 07128116 'r.\� :E �Slt_) M A 1 0 - CL 0 41 0 �14 0 Q� 0 '1`� 0 0 .2 0 L_ CL Ck3 .S 4) DATE 1vff YjW Ulvz� ITEM 09122115 PER COMMEN TS 1212JI15 PER COWEN TS 07128116 PER COAWEN TS LIJ 0 17- 0 0 L_ DATE 09 126 / 14 SCALE NOT TO SCALE 0 PROJECT MANAGER MONA R. GABRIEL, P.E. DESIGNED BY BCH / MRG CHECKED B Y PROJ.# 20140064 SHEE T # C – 1B LOT 1, BLOCK A AIRPORT ACRES LOT 3, BLOCK A LOT 4, BLOCK A LUI U, "'-""d' AIRPORT ACRES COMMENTS 07/28/16 PER COMMENTS L4_j PLAT: D.B. 350, PG. 193 LOT 2, BLOCK A AIRPORT ACRES PG. 193 AIRPORT ACRES 193 PLAT: D.B. 350, PG. 193 ,� #032AO-01-OA-00100 G. BARKLEY, AIRPORT ACRES 193 PLAT: D.B. 350, # 032A0 -01 -OA -00300 PLAT: D.B. 350, PG. 032A0 -01 -OA -00400 #032AO-01-OA-00500 WILLIAM B. TREVILLIAN, JR-, ,,.z #03200-OQ-00-Q20B0 ASHOK D. AJGAONKAR & #03200-0 -02100 LARRY B. Hrh� LL, JR. WILLIAM '' GEORGE H. KIP BARKLEY & PLAT: D.B. 35Q, PG. #032A0 -01 -OA -00200 WILLIAM B. TREVILLIAN, JR., & WILLIAM B. TREVILLIAN, JR., & JULIA T. BOGGS & AIRPORT ACRES GITA R. AJGAONKAR D.B. ELIZABETH SAKLEY DOWLING ELiZ 326 WILLIAM G. BARKLEY, JULIA T. BOGGS AIRPORT ACRES JULIA T. BOGGS AIRPORT ACRES BIRDSONG D.B. 1968, PG. 201 & z, D.B. 2926, PG. 543 PLAT: D.B. 601, PG. 6 PLAT: D B. 1855, PG. 11 r/ W.S. 114, ,PG ` GEORGE H. 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A'i )j f" I III", 3 0 .1 A �4, II5 4Z, A IIIL Ip 20 _01' 21, III"IRPORT ACRES 2 IIjb'3 IP AT 1' 012 I, -')O IA ONKAi� ;;G' & IQ VA ILO 2""21, PG, C 7 IIM' �C7-31 ATTING AND'#EEP1_NG_,_ - - --- ----- - II -ON --ALL fGRASS Ta BEINSTALLED --- --- LOV� ISLOPES' PER "T V" I'SfEE �HAN`l IIIj I IIII--- - - ---- ---- - Fil F0 IiT . . ... ....... ..... ----------------------- - ------- ----------- - ------ - ----- ---------- -------------- ---------------- WOL-1, TRAILS", T Z r- IURBAN PI*C#�Ai T/B TtB B -,84 ---------- 'Or WA Y WD 7H VA MIES) ID �T/C_ EX T71P (RIOHT T . . . . . .. ......... ------- SPEED_,�5_ P - ------- ---- ------ - P�, OS TE m H II7 T, --- --------- ---- ------ -- - ---- - ----- - . .... . ------------- ------ ---- REMAIN UNX, xncx=c=6& - - - - - -------- ffw DISTURBANCE -OF DI IS REM - ---------- ------- --- ----- ---- - ------ - — -------- - --- --- . . .... ----- - ----- - -------- L C614 *dT6R",T6, INSTAL"\STOkM S7RUCTURIES, 40,42,"%& 53B DURING '�'�"�.-"-,WEA-THtk.,TO'�MMIMIZE�,,THE'CHAI�CES I 2A I-7� V�A R �`,QU T 617THE PROPOSED - - -- ------ R SMOTURESANIX,: PIP -- ---- --- --- I----------- -- I .... .... .. — - ---- --- --- I-- -------- - -- - - - ------- ------ 0, px :z IfFoc�p L "s II'EC-3, ING MATh IIX=C)C I/ p IIIm OF DI TUR NCE II1 AC GRAPHIC SCALE AS 50 0 25 50 100 CRITICAL SLOPE TZ G R UT 1, OF C1 YA R 110 40-42 AI\TF) Till,' AS530C PRES ERVED -lI, VERT 111t1E IN FEET I inch 50 ft. ST0RM SEW ER t ANI) ST TC'-' I I MANAGED 1z .Al ()NG WIT! AN 4, 01) Tf0NA1__, I5 C 8, ONCF LANE-) AREAS flAVE JIEEI,�,, SH/\_11. REMOVE AN)R0VAL 01, t\j S Pj; U-1 0 :tl_ (n �2 Cq 0 'D T6 T H LO SCALE 1j$ =- 50-1 0 -C t r% = 0 MUNA R, GABRIEL BCM / MRG Lic, No. 048206 C\2 07128116 C PROJ.# 20140064 0 N A SREE T # uj Lu r -q Cd z fm 0 LU 0 4-4 F-4 0 Cd M vi 0 U-1 0 :tl_ (n �2 Cq 0 ,ME v1w UIVZ)� TE ITEM 9122115 PER COMMEN TS 1212JI15 PER COMMEN TS 07128116 PER COMMEN TS 'D T6 T H SCALE 1j$ =- 50-1 0 -C PROJECT MANAGER MONA R. GABRIEL, P.B. .. MUNA R, GABRIEL BCM / MRG Lic, No. 048206 07128116 C PROJ.# 20140064 0 N A SREE T # 0 In ,ME v1w UIVZ)� TE ITEM 9122115 PER COMMEN TS 1212JI15 PER COMMEN TS 07128116 PER COMMEN TS 'D T6 (__11A 09/ 261 14 SCALE 1j$ =- 50-1 0 -C PROJECT MANAGER MONA R. GABRIEL, P.B. .. ................. DESIGNED BY BCM / MRG CHECKED BY C PROJ.# 20140064 SREE T # C — 4 In --- - - ----- . . .... ...... ------------ --- - ------- . .... - ----- -- --- T :7, :77�. z=_ -Z 7 ".7 7__ A wi-M. sm an )Ink an /,� If 4" N, _F . . . .. ........ 71 -- ------- --- --- - Q� ----- ... .... W P B 1 iill ..... . ... V)lu ............. 'LL . ...... ...... ......... .... > I Ll -- ------ ----- t- --------- .......... tY'l g4ou Y rl PORAW - --- - -- ---- EX R lilt. ----- --- - ---- ----------- (6L . . ...... ... - - - - -- ---------------- - --------- 440 7 LIP ok M . . . ........ M, x x x m — - - - ------ - - ---- - --------- - - ------- US ------------------- ----- - ---------------- . . . . .......... . ... ---------- --- . .... .... .. AS ....... EX .JL- twit V L.'I-f- 11% TE 2 . . . . . . . . . . IRBAN PRINCIPAL AR-TERIA4, GS -5-1, LA A (PIGH T OF W� Y WD TH VARIES) � - ---------- -- -- - - -------- - - -- -------------- - ----- - - ------ --------- - ------------- --------- - - - ---- ------- ----- POS�w 3-3 41- - -- - ---- ------- --- L - ---- -- - - — -- --- -------- -- -- - ---------- - - - ------ --- ---- . .. ... . . ........ ------ ------- - ALL - - ----- ---- - --- ------ ----- PA 97, Eib4 . . ...... . 12 - - ------ ------ TORMI. SE \AND`� CRITIC VL? AL SLOPE .0 5 M,14 ........ ...... P& 2 PRESERVED LAJ' 50 0 25 50 11 GRAPHIC SCALE IN FEET t04B MANAGED 1 inch 50 ft. 0 1 DATE 09 4= im I SCALE 1 50" PROJECT AMNAGER Cc 0 u DESIGNED BY 27 FKUJ.# N Co 0 i -4i 0 N, 4_4 Q) ;_, .,.q in Q 4-4 (D )-4 ;_, 0 Q) Co M V) 0 is t - -z Dj 4" N, _F . . . .. ........ 71 -- ------- --- --- - Q� ----- ... .... W P B 1 iill ..... . ... V)lu ............. 'LL . ...... ...... ......... .... > I Ll -- ------ ----- t- --------- .......... tY'l g4ou Y rl PORAW - --- - -- ---- EX R lilt. ----- --- - ---- ----------- (6L . . ...... ... - - - - -- ---------------- - --------- 440 7 LIP ok M . . . ........ M, x x x m — - - - ------ - - ---- - --------- - - ------- US ------------------- ----- - ---------------- . . . . .......... . ... ---------- --- . .... .... .. AS ....... EX .JL- twit V L.'I-f- 11% TE 2 . . . . . . . . . . IRBAN PRINCIPAL AR-TERIA4, GS -5-1, LA A (PIGH T OF W� Y WD TH VARIES) � - ---------- -- -- - - -------- - - -- -------------- - ----- - - ------ --------- - ------------- --------- - - - ---- ------- ----- POS�w 3-3 41- - -- - ---- ------- --- L - ---- -- - - — -- --- -------- -- -- - ---------- - - - ------ --- ---- . .. ... . . ........ ------ ------- - ALL - - ----- ---- - --- ------ ----- PA 97, Eib4 . . ...... . 12 - - ------ ------ TORMI. SE \AND`� CRITIC VL? AL SLOPE .0 5 M,14 ........ ...... P& 2 PRESERVED LAJ' 50 0 25 50 11 GRAPHIC SCALE IN FEET t04B MANAGED 1 inch 50 ft. F A.6 v1W ulyjl!)� 09122115 PER COMMEN TS 1212,3115 PER COMMEN TS 07128116 PER COMMEN TS 0 1 DATE 09 4= im I SCALE 1 50" PROJECT AMNAGER Cc 0 u DESIGNED BY 27 FKUJ.# N Co 0 i 0 z ]I I LU 4_4 Q) ;_, .,.q in Q 4-4 (D )-4 ;_, 0 Q) Co M V) 0 is F A.6 v1W ulyjl!)� 09122115 PER COMMEN TS 1212,3115 PER COMMEN TS 07128116 PER COMMEN TS DATE 09 4= SCALE 1 50" PROJECT AMNAGER MONA R. GABRIEL, P.E. DESIGNED BY BCM / MRG FKUJ.# 20140064 % % % ---- ---------- -- - -------- -ip -7 7- . . . . . . . . . . . . . .......... .......... 7ROUTE:'�2t A DO= W IAL GS '5 ......... I URBAff FW, GH RIES (RI _T A Y WIDTH.- IVA - -- -- --------- ------- ------ - - - -- --- -- ------------ - - - ---------- --- --- --- - '7 ".1pp, ---------- - ----- -- El 11 ------------------------------ ---- --- - ----- -- - - - - - ------ --------- - - -- - ---------------- ---------- ------- - ------ --- L - ----- v Ir .......... A --- --- ---- -- VAMAKE� lit -0 J -r2:- ........... -MENT EASI MATCK..__N,_ C -4A All, A --E: - -- - --------- ----- ------- ----- --- - - - - ----- ------ .31 A-1 u it7F S 2/ CU Ft 10 0 1)�WE&: MA-" H 6 Ac Wb*k -U67,515 CuFt 2 SLOPES /S1EG;Mr!: 27,711:5 CUr t SE.TIIM� NJ ON VOQUMYE� 72 __C ------ �ED WATER nQUA'ITY VOLUME: 2' 040 0 -Ft DRAfNAGE1 RL RAI SEIVID .... . ....... ------ UUNCRETE A&CW� .. ... ... ... X RB ON\ A' R V ...... .... RIP! `\uu Xt Ht E R RING, LOVtMA BE -MAT 11NG ge TIL 13 F INSTALLE 1w OP-ES,,STEEPER 'TH \1,�F\DIS'TUR4N0E--_-'_ On 3:1 Tylp A -0k,Td'. L 'E ... ... C E S E' 4NS LA _W1EbLo E D ------- --- **SLOPES STEEPER THAN 3:1 MUST BE PERMANENTLY STABILIZED WITH A LOW—MAINTENANCE STABILIZAT10N GROUND COVER (NON—TURF GRASS) IN ADDITION TO THE SPECIFIED EC -3 MATTING. WEEPING LOVEGRASS, OR ANOTHER NON—TURF GRASS IN ACCORDANCE WITH TABLE 3.32—D ON SHEET C-5, SHALL BE PLANTED ON ALL SLOPES GREATER THAN 3:1. (TYP.) oils ----- - ---- PMlaULFA 4L I Hda, wig 97_w.�, 7 AW. QiAlvi LIP ANIL) NkTCONTROL VI I AS'E 11 S 2.(A 'E`� I F, AS 1_,()jj,(L,WS: ("ff" TR_ "�'NO 11 B " , 1 1:,, J I- -, , !'�,)' "') '11� I U NCHT01 . . ................ .......... ....... . .. .. . ....... .. . ....... - ------ ... .... ....... _uj 09 / 26 / 14 50 0 25 50 100 I S 1: 0 _N'VC0'NTR(A, N. -IF SURES VR "STBJi' I - A -L 1 1: 1 IL I )Vv11 _X11, I S (A (1 1".AIZI 1. -1: IT", 11 LT J, SCALE )k I N I \V ITI I I I I 1,� N , I I T i I P, I NiO 1 1 1 N ACC I R IT 1, R I A NII 1 A 2. 1 N 1, N" A I I 111 S A 'i -) 13 Y S I' I I D I I Z 1, 1 '1 R I S 2( 1 P A S S % 0 GUED"11NIIS" '��N'TAINI`1) C"U'R-111-EN'T L_ D LU V N 1; T 1-1 F. V, I I Cil I I I I "I IE I X IS T1 4 T' 3 6 �X3 6 1 1 1 1 R I j "DR R R,( )U-11' 29. C' (DIN -FR - 1'( 1 1(-)f TT 1 J DESIGNED BY SE 1XIV11" NT t."t , I'Ll )J� ff VN I DOOK, y -1 fl IF IN,-;'-' 'ALLATF 1`� C )11' P)TIE, RU I�ROVt TI If,' DOWN-�'STRFki\4 I �`,JD D '_"TA F IN FEET Pl"IPNAL'f�-VNF�.\��'I' 01, 'AII), R V SOIL S'I'.� 131f �Sj 'I �,L'f I" 'ji"' f(L'I '11 k ik fI "'N E D S I I(-) _ULD PIC K DRY �VEA'11 IER COIND IFS A' 1 D '-Z INICi '11 IE, B I inch 50 ft. N LIP" I '01;D AR tt' AS `iVIT1 1ft", S 1 V1 D"VYS Al" rE R 1-"l NA L (3 R AI A I P I A( -'I il I ON CUL D"VER"' '11-11H I'T,C)w KROL-L",11 jL_ i BO -T,.' I IL, T IN l'i FFLE CD '11 Jr. S'I 11 '�. -IT_,_\IT` C >P R S CA L S"T D I I _,I Z ", Tf C N' SH�U,L 7� 11111 E Y.S -'E_ CRITICAL SLOPE I C'tT BE AT L TO DE jjE-D AT N APPI IE.,`E) liATI-11 ITX, IS E-VE"N DA Y<3 _�S Ilb \I'A 3. "T -U-1 0N,A_I1,' I k 1:," IT), STOR11,4 T'R tI, I NS A. SHEET # B U1 "AlILL RE LNA �u DO A T I RL\,f 0 1,N T NDI "'TURBED I PAP j1A\4' 14 PIPES AIN S'l _�i.K SHAI E AS _11-112VT A 'm DAYS . _irT ITIABU12"ATY 1. BE APPLIED TO AT- RL 4. )�XNIZ��,CTOA' TO il" A I F' i'l )1, I'll, t, ��kj I 'S 1'��') , 1)1�1 14'-,-`1 - PRESERVED BIL 1'11.� F J.' DORI(VI, Ibi-l' EOR ',I 1AIN ()NE YLLAIIZ. Al,A) L'IfSTA'A' 1'1�()Tj `1[1()� )i_ 'II -1] Dk,,U'� zV;F IN] JLL" T,":i A IS I 'R, t R I S S I X", 3- �VIIE'RE VEHIt',A.E. AC("ESS ROUTE!,-; INTERSPICT PAVE -1) KJB�IK' X C 1 '1") S, )ADS. PI1�'_)VI1rJ110N1S1 SILUL BF i[LIA-DI: 'I'( 1\41NEVIJZ)� TI 11", TJ` AA�'SIIORT 01, YR TC R 10 CiR"Ok. Tffff, �Il I AJif f�' T'NTRI� A A] MANAGED 1, A,', A �vjl N� 1'( TI fl[�`, P ST 'Fzk(l 11(j 6, C. `)N'I_kA( "I OP TO AB 11 fU EXIS N( I 31t CtVlp )RA 1, 101 44 11 i; 11"'y", ST'N I SEDITINAENT LS' 'IPAN, 11010ED ON-['() A 111131LIC PO"'d-) 1SI1"RFA('H I� _R I 'SIN(; I I j,1]_ p 11 "1" RCP 1'6,' CiP.AD11 PR�( Kl' N 'I ICU, A 367 JZ BE Of IFIAINJI"D THOR01301111,11, AT 1,11171 OF EAC'11I DAY. 'SFIDT NIE -:,,,'T STIALI HE N "_fl I'l J( )l 1 "�'-E -D"' R "V ED 14"-i, XN, 1 '11 1E RO A D S BY S L R ) VELI N(� ( )R S 'A I'REPI A ND 4__Ri%V\1SPC)RThD N YR.( N, I A1 � I j-, HE A 7, 11 l, C )1-11 I't' , 1k,101)(1:7Y 1,11F, EXI THWU F 1 TO 'DINI TNIT CON'TROI, DISPOSAL ARVAA. STP -ELT WASIRIN I' K; S I I A I'l B '\12dN P LL A3 (.A,,1_,AIDjNCi FORCL 1"( A LI_O`t1VhD OINLY AFTER SEDR_41,,'��NS REXTOVED IN '1111S C IN,,>rl'ALI,','I.,R(-)-T�(-)S�--D GRAIVFFY "-A,,ff4JkRY SE' -F I 4- 9. 0 A '11-11" `(i INI )ARJ1 )S' IN /�] )D 1140 N! -1,0 0,1t, I il ��R, (110 11"'RIA- 11,0� B ANLY J"I VIlD I I Kl\ 111 N'l . A- No N,1011. F THAN" 500 f �INHA,11�_ 1-1-I'FT OFTRE.N(A-4 iN44AY BE AIENH) !'Cl' ONE 1 1, S111EI) ALL DFI t",1)141 1�1,, A,` A 12. ONVI I -A ND 1 AS'I 13VAL' ANCl,' ��V I I ti.V] B U 1", H,',i B 1 Ux VD I I- I N"C', V V 1 1 �AA, D t'R JA I , S H I , 1, 1 H, 111 -A, CII �',l N 1 11 111111 1 St I A�', )F NJ ,;l1j)�j6,1",,i'T IIZAII A, 1: ,4 APPROVIAL "!F 1,'INVIIN" 1. SPE I OR. Tpzl, 'f I C__ ff"t"LA '�R'_ \J DFWATER EN"(1 C)PER A 11 ),V" sIf,u,r, T,.F,-. TT itz rif) k 13. Si'd Xi'vIF' "I S I 11 1 `L RF,11,1"dN TI `1� 111� )R V, V i I e, . - I ,P U, SE T1 ff-t() U('-- I I AN PPROVED S E DIN fl:- I F _rp "%Lj'fTN� 3 DE \ "I(L-'E, B'-),! 1 j- _N - _;AF 111 -N U IE F'j T I'l j � I- SI -VE PS DFIVI'LOPED AND S'l HIJAZEDel J1 I I I , NID 1) AJ�(IED I _' it - ISCIL IN _,,VfAN__'NER TEL�Vf' DOES ',,'0T kD'V H _'Y B spq _11111Letiy I Cl(' 11 W -N , kir 31 A PE 'A r , IjB1 I'LOWIN-Ki OR OFF-S11E 1"IZ,(_)_'PER'I'Y, D- P'_ESTAB11AZ_i N SI-LUA_ E C !H J_ �L, CO2A.11LISH-1:1) IN ACC (JR-L-XV� C THE"'E REUJL"`ITION�3�. I-"-- APIA lCt'd 3 Lj' k 5 - titti-)DITV )N,:�1 EI,1(_)S1B_)N (`ONITROL NIE-ASURES _\4AY BF 1�_E�QUJRHD BY S. VJNUE II ff" CON"DITION, 6- 1 Hk '11"IldlNURARY OR 4FINTBA r, F.' A N Vill �SHAI.f� 'NtOT BE NZOVEI BY X 1 _'_A; AIT I It _11Z )F A DISTt JIZfl5AN( 1,. PFIR'\111'11'� T`A_NT) I IS S� Tf IF '11XIT`4 OF TTTI PRf,, I 'T'IC N11. 1 FIN i. TAV( S" AR ,A� \,IUST BE IIN;S T-ULED UN' E ��Cl I SIDE OF '11-11' CONSTRUCTION ACC,'ErS& UIE SE ) .1 f , LL - '_11 , .1N N '? _X ", SIG'N�rS Sll(_� U _D STATE ETH IER `C 0_�,_,S7R__(_-CTIC) ENTRA" _1 _Ai OR 1"", jff(� " Ai E -IN71f 'E RJ I 'IT � 'j' 3 WiV C\2 z 0 co "t b cc) CO C: m 0 0 LU W 4-4 CO o tA Cu V) 0 CD ID) C Ld 04 0 41 (n p,LT H MONA R. GABRIEL Lic, No. 048206 07128116 4-1 0 S/ONAL L_ CL 0) 0 (D C/) Q., D 0 _r_ A) j__ 0 V) Q) =3 -0 0 Q) .2 C� 0 C/) Q� 48 C" [ DATE �Xff YIZU Ulyj�i ITEM 09122115 PER COMA4EN TS 1212JI15 PER COA44EN TS 07128116 PER COA44EN TS V) F2 0 DA TE 09 / 26 / 14 SCALE 1 50' 0 PROJECT AL4NAGER MONA R. GABRIEL, P.E. DESIGNED BY BCM / MRG CD PROJ.# 20140064 SHEET # C — 4B 450 _ ... _ 450 SAFETY FENCE' SF SAF TEMPORARY SEDIMENT TRAP 1992 1.26 0 Paved constructionconstructionentraTice•for erosion control plans CONSTRUCTION OF A SILT FENCE 3 � ; (WITHOUT WIRE SUPPORT) 3.05 3.01 ST�+�+.� ��* 1VARIABLE ' AIR `� �-, L',,��''`: "I L T FENCE .N C Pl T ., --- - " r' PCE 1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRE .. ■. ■ 3.13) RI -2A A a;;r UPSLOPE ALONG THE LINE OF , .. ORIGINAL .✓�' '{ ,�i..:4i , `r 4 .. �, STAK/ElS,C EFtE�I>G ELEV. N N• , * 445WMAX. \ • 445 N 67 CU. YD./ACRE VARIABLE ;1h: s 1 tASE � s �± Js i �• ! j *R r i � .t,..�atF'tnzs 8 I PROFILEsurx CLOTH I 1 I ss > rr�� yy t I P M'�BAAF YQI $ y 4 U L . n1 I 67 CU. YD /ACRE j �� r i C� f 9 4' MAX. i ST 1 It4iA _ 2�sn,_ ixcovr 1:1 OR (EXCAVATEDa Kc; 33r x v' A . �._ I C\2 0 :.: FLOW 4 l' r .., ... '"'" FLATTER LTER CLOT ORIGINAL G.t ^i 3 r ,, :,...,..:: 440 440 rP,G ,' •;�r.'I rk� :�.:'.::• `'i.' GROUND i- i i ; .: - C..�...n-' ...s C� � 4en_,Ha.; �. FLATTER Fl H ELEV. i i i $'r I 1 a t f '�'� � III III •:; �. :.€' - � � 4 I tic v - CLASS 1 RI PRAP -, a COARSE AGGREGATE TE 3.1 3 1 CO RS I *SEE PLA I�I �. 4 �'� ';,a ��. +' T 3. STAPLE FIhTER MATERIAL 4. BACKFILL AND COMPACT • . . • .. - ........ _. � __._._......... _ ___-- __. _-..._ _ ..........� _.. -..-..____. r , � . � 1 7 ��; rcd 2>A 1 %NIL* TO STAKES AND EXTEND THE EXCAVATED SOIL. _.. tig I A- 4?J�� xa FP�a�1000 1100 120012 r, IT INTO THE TRENCH. '� CROSS SECTION OF OUTLET 43PLAN t Lr ( F ;a vi 7i. F,r .;r Silt Trap 1 430 LEGEND 3 ~✓ 0' W ,: ° LE ��, U u rt:; .:s I� i i CLASS I RIP'RAPl x.a 0 rl r w., P N �V;C i. PERSPECTIVE VIEW LENGTH IN FEET = Area= 1.05 acres i FINISHED GRADE Q) X DRANAGE A EA '� �! `� a) / IIII TI(IN AC.) Wet Volume Req'd 1899 cf - I PLAN - -- - p n' . ': - - - - - - EXIST. GROUND - �/-� t T tea' hw; DI&FTION Dry Volume Req'd 1899 cf ti r I P 4 �-i W-4 ±_ /' �/ /,'•r wet n,t. r':;tui r3 UI!} /LI r �,T� - FLOW - •::s�.�`+I.:j" ��._�_ - �'-�.-$...-..r-- --r �� •• Bottom L a ,T r / o :• ":'_ �- = 425 i __ _. 425 Sff�.'�,Ec j •. 28 ft :. W i� Bottom W - 14 ft d r+i 4j Wet Depth 4 0- 3.0 ft I » CROSS-SLOT€QI3 A A ti) :..., • - HORIZONTAL 1 -50 SHEET FLOW INSTALLATION =i• :; - --`_ Dr Depth - 2.0 ft j.l,, f wi- �� y P �a Ott ���� c (PERSPECTIVE VIEW) ,-;,:. - _ �-- �-•L--��-._ � �---� _..I I.�-r'-5 {�} ��'� _,.•� '='��' � �•-- --� �--• Volume Actual 2148 cf I VERTICAL - 1`- ---------- Wet y SECTION A`Av.a H," f.t i•: k f°?4 w . /r - {+r- l CC) i .,,c.. �t'i• ter:+x'.•�� ':x:: J t L iii ,tar.; sc`+.; i;s<..`.•,.., ,.i,; :�:a -�' r";'"; �// �.��- Dry Volume Actual 2672 cf FLOW��- A inuiii inni water tip of i.inch'iiiii.A be itistalleLd va-tttx a iivothx111411 I arch baucneh rLi' � � � � �� � Ap tnrti,ff�':YiS'e xlPptyiu at'aEhhe'a tiiHxs cliaaxietel'of1. axclxes;f*ra Iec1tl;Ite A A 11 /COARSE AGGREGATTE Stone Outlet L = 7 ft ( �+�., _ \\\\ _ . 1 _ ... 420 c�Icstaut. tic 'siu' ; tiTash-ta:atex rxau.•t lie catxiecl away 3�`raii ttxe eulx,ralce to iaxt // Rn axs ami '3 I • Y Y �'� ,,,,., � � / / `�- / ,/- Side Slopes= 2 :1 420 I _, ,. j t,rouecl ettlui� <u e r t{i renxu e :ctlnaxIit all setivaleaxt slllfl t e,:L?x'cs ent�it'fi`t,in E�TED 1 FILTER CLOTH --� Bottom Elev = 418.0 € s AM AW eateailitt stulIn tliailx. , ditclie, of tateicualt..e,.. \ InumlNpr I-, f0 i 3 t�P{?SS SF .TI01 B 6 WASH RACK ���% \:.w t �� RRIMY/L Top Width 34.0 _M.. _-.... ......._ b, .. _ _.._i t� PAVED - / II A� $. �wrL °• M4x .�. ,eu.. Top Length- 48.0 ? a� R.. ...�.t **COARSE AGGREGKPTE SHALL BE VDOT #3, #357 OR #5 I ; POINTS A SHOULD BE HIGHER THAN POINT B. PERSPECTIVE VIEW PERSPECTIVE VIEW Top Elevation= 423.00 Source: Val DSWC Int te,3.26-� O DRAINAGEWAY INSTALLATION PLASTIC FENCE METAL FENCE OUTLET (PERSPECTIVE VIEW) (FRONT ELEVATION) PLATE. 3.1-1 415 ---.__. _ _.- L _. _._._.. _�_ _ ._._ 4.15 SOURCE, CONWED PLAS17CS SOURM Adapted from LL I°II s.1 Straw and Fabric Pine.* Buriers for went CotrntVd � PLATS. 3.05-2 VDOT Ra4D AND BRIDGE STANDARDS SOURCE: VA. DSWC PLATE. 3.13-2 1000 11H °°11 18 RilpilinInd and 152d P VA. DSWC SILT FENCE' DROP INLET GRA VEL CU)?B INLET ,S'E'DIMENT SILT .F'E'NCE CIL VERT INLET 1 ��I� _ 2, .4 PIPE OUTLET CONDITIONS' OP ROCK CHECK DAM c0 IP IP _ _ _w__w ._. _ � -__ 8 r PROTECTION I ---_......M. _ w........... p..ar ..._.t,...._w I`L'1PO�R�xll Oa'i�C A A 3.1 3.20 3.07 PROTECTION 3.07 F'I.LTER clP g �? V� RS"TO�'� CI A NN L � R0S S 1JV 0 ; 2 ACRES OR LESS OF DRAINAGE AREA: 3.08 2 X 4' WOOD FRAME � -- J•` ENDWMI- DROP INLET UJC - MGETRE GF F_,3W GV :t'fFr'3 3 _��_ OF i�ksa ;gra„a q I l 3.24 E=rr zu C!� WITH CRATE `"_`_...i 3.25 GI•r'Lew sa{zF' c€ar 1 Gu�Yse arc:t"sisv ac- 3da i �r a tut:gL t do FRAME 3' TOE OF fal CULVERT {' v to . 1 t'ri 1.5' MAX f - PIPE OUTLET TO FLAT ser rt_n E ycnv i v a t4 [n o° m f . yk,.rr A FILTER CLOTH / m,Ys..nk f - � �r�� hi7$4 'S£t;ir�!1 C-a'!Ld :q .9y�.,_ r '�xxxx:��� e� 3 AREA WITH NO DEFINED (OPTIONAL) PLAN VIEW DOWNSTREAM VIEW) -� gin++ , ( / 3'�•-•� era€IC,ta.. '_;�, `\ .t _..•.:..-' _ - s L VDOT 1 �i�� ITV )E e<Cht x 7 dNf t, j -' g i itL pp oar, K_ 4't<+f.4 KD y, I sr•�rwF+ � � -., r i I � a A / �\ ire? t3 [.kL G=y^'aSlPfG,4"'� I T�fi139'7 [I*Jif rt µ' ,..t�...ti i e i :i'-" F1.3ER Clf:ilr I COARSE AGGREGATE / i I f Q LT H () C: _ D�rCE5R5 i r f?" i F i d FLOW X 3' �.+•• i'O / u • TOE OF FILL 0 x � � �"-�--�1 AT CORNERS l V r `"-a � i I ,- i T 1 �t � •(�'. j O'� L� C SECTION A -A T, MIR a m Hyl DF ie -g-, ;ti' EO FOR Hlnm PIIS SILT FENCE PERSPECTIVE VIEWS GRAVEL FlL7TER� 12- o ELVATItI ° DISTANCE IS S' MINIMUM IF FLOW •� �. , � � � - 'ctc3w' dw<r,..ck i I 9' RUNOFF WATER WiRE MESH IS TOWARD EMBANKMENT ��. -.,' ..'� - - R. fol f , M❑IN R GABRIEL � A �- 2-10 ACRES OF DRAINAGE AREA: :..:. :.. • . FILTERED WATER LJf 1 Li STAKE ._ .,.. •....:. r.. a FLOW LIC , , - ... �� PIM. ANO 0480 � A Salo (1'�i) ( a... mxd L _ ,r • r_. 07/28/1672 it - d 6' FABRIC :.:,.:.. OPTIONAL STONE COAMIM4TION A I ' ,60 �� ��s ONAt NG fl - cel '- - CL PIPE OUTLET TO TELL I c i DEFINED CHANNEL FlLTER CLOTH I T' MIN. - a• --_. ; (OPTIONAL) I III SEDIMENTIr*1 PLAN VIE1r . • a : -, L a - 11� I I CONCRETE GUTTER 12" Flow ° ; k in t` R CURB INLET y5• -t, i 0 VDOT I ELEVATION OF STAKE AND _ COARSE AGGREG47E I j d FABRIC ORIENTATION DETAIL A Y r h#G a76A Y@ i i ' t �� J"1 At3r'L,SIUk FLOW 2y SPECIFIC APPLICA �- SECTION A -A 3' * Eos P :.r,x FILTER CLOTA KEY IN e'-g•i REC010@ND)� FOR. 8N1'Dti PSBIItBrER >ws CLASS I RIPRAP ~, v� aa�eus€r "P#-taFlraU �1, Sr>IaR KtVwl ��! s,�r I NOTES: 1. APRON LINING WAY BE RIPRAP, GROUTED RtPRAP, GAH10N VDOT /J /357, /5, #5S OR j57 CORSE AG'CREG,TE .• - `.,� .�Lj '` BN LIN OR AY BEEfE. THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS TO REPLACE SILT FENCE /N ' HORSESHOE M. �ILw3 rr�r KTI( SPECIFIC APPLICATION WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE FkGf Vtlocrrr of Flow >s EXPECTED G�Ewacr' I 8. Ln IS IAS IEITGIR OF THE RD RAP APRON AS CALCULATED INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED r uert LAu I fI rµcK alx i. CR Sv r --+?, OtR�m,l; y a a,, .`rf � � SOURCE.• ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 OF r-r_w �rzrt nr'rp+�ilux �� ,raise cs gr au, � USING PLATES 518-3 AND s.LB-4. CLASS l RIPRAP AREAS. � � PLA VI��� s. d - 1.5 TDII S THE NAYONI[ STONE DIAYElER, BUT Naz THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE � I� E R S P E C T I V E it I E W- I= THM a INCHES. INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER _ __..- _.._ +, *GRAVEL SHALL BE VDOT #3, ,357 OR 5 COARSE AGGREGATE -.___ __ _ ._ � Source: Va. DSWC Plate 3.18-1 SOURCE: VA. DSWC PLATE. 3.20-1 THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT ""I r O EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SHALL NOT Soul rce Va, DSWC:Maze 3.25"1 Sauce: Va. DSWC' Plate 3:'4-2 �` � ' "`I 1`"�I �t -5 APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS SOURCE VA. DSWC PLA7E 3.07-8 q..J ,erl � IN STREET OR HIGHWAY MEDIANS. t� TABLE 3.31-C W �, j � Cn EC -3 MAT TO BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1 EC -3 TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES TYPICAL INSTALLATION AT END OF PIPE SOURCE: N.C. Erosion and Sediment Control Planning and Design Manual. 1988 PLATE 3.07-1 �{ 3 SOIL STABILIZATION MAT MAYS A�3 STAKING DETAIL USED IN CoNJAWICIN WITH AND SEEDING RATE NORTH' SOUTHb � N EC -1 ERo" CONTROL STONE AT OUTLET PLANT I� Eras of PIPE. I I r i I SPECIES 3/1 5/t 8/ls 2/�s s/t 9/1 CHARACTERISTICS 1i � �I Ito to to to to t•"�� Acre 1000 ft2 4/30 8/15 11/1 4/30 9/1 11/15 Zy ANTI- VORTEX DEVICE DESIGN �� 3' OVERLAP I l I STAKES OR PINS _ _ - - �•'�, BETWEEN ROLLS 3'4.C. l -PRESSURE RELIEF 3 bou. (up to 100 Iba, 2 lbs. X X Use spring varieties (e.g. Noble). SEDIMENT BASIN S CHEMA TI C HOLES 1/z• Du. OATS - {AVOW native) no less than 50 lbs.) I1`►� 1 J✓ ` O RYE cover. tolerates cold and low 1 I,� "V`yi a? � I {S�e �r�e) 2 W. (up to 110 Iba, 2.5 lbs- X X X X Use for mdsture!ate fall saedings, winter A A O O not less than 5s. Iba) ELEVA TIONS ENTRENCH EDOES S #6 REBAR OR R1/2X1ED1/2 - _ - - y OF MATERIALS a". �Ra I � � O O X3 16 ANGLE WELDED GERMAN RYEGRASS 50 lbs. approx. 1 lbs. X X Warm -season annual. Dies at first � O / TO TOP AND ORIENTED ATIO �F {Setata Italica) frost. May be added to summer g- LI CHECK SLOT zso.c. PENDICULAR TO CORRUGATIONS. - - mixes. O O TOP IS 16""GAGE CORRUGATED c 60 lbs. 1 Tra lbs. X X X X May be added in mixes. W01 O 0 0 ANNUAL RYEGRASS mow out of most stands. METAL OR 1/8` STEEL PLATE. {Ldrum multi-florum) DESIGN HIGH WATER PRESSURE RELIEF HOLES MAY 5 X ozs - X - - X - Warm -season perennial. May 0 15 lbs. *TRANSVERSE I (25 -YR. STORM ELEV.)=436.60 TOP OF DAM = 438.00 BE OMMITTED, IF ENDS OF WEEPING bunch. Tolerates hot, dry slopes' t, CLOSED CHECK SLOT PLAN VIEW CORRUGATIONS ARE LEFT FULLY LOVEGRASS and acid, Infertile soils. May be ,•-y e1 TO 8" 1 1. 3" OVERLAP ( I { 9 ) - - r MIN. 1.0 OPEN WHEN THE TOP iS Era rostle curvula added to mixes. ] D-lz- ATTACHED. [�'`� 0•rj' ' 25 lbs. approx. 1 i! Itis. X X X X Warm seasonal annual legume. �t 4� ;fr TACKWELD $$Qsw®x wR,�geffiw� KOREAN c Tolerates acil soils. May be 0170 all ~ R ALL AROUND ssas oscxs,Ea,aa%ss x,:x®a xzxwamxs ZA added to mixes. Ii a MIN. 1.O CYLINDER IS 14 GAGE CORRUGATED LESPEDE o aaaa:aws saxwxax®xaxaa Le st lacca RISER CREST METAL PIPE OR FABRICATED FROM { °PedeZa �' ) H�21' •'t�•:fa; i!}F "• amts,»x#aantz#emxaxmxmxawzaasanax *YRANSVERSE CHECK SLOT TO BE #, .,� ELEV=436 1/8" CL OONSTRLgT[D N ACCORDANCE WITHNorthern THE MMaJFAC7URER S RECOMMENDATION ... ... . FOR PREFERRE4 NSTALLAOMM �`�� ffiRs $fR aE aeltaar STEEL PLATE. b Southem Pliemontt and Coaistal and IPlangion. See Plate 3.22-1 and 3.22-2. 67 C.Y./ AC. ... DEWATERING Qs. Samxx. oma e• MIN. ai � TRANSVERSE ., c May be used as a cover crrop with spring seeding. � OPEN CHECK SLOT DRY STORAGE .. DEVICEaae�g=¢•• NOTES: d May be used as a cover crrop with fall seeding. V DITCH ELEV=436 ELEV=433.00 ��a ���� y x$ewwe 1. THE CYLINDER MUST BE X May be planted between thlese dates.CP �� a�aegx� SUPPORT BAR SIZE FIRMLY FASTENED TO THE #e x 1z• - May not be planted between these dates. L 51-01, NOTES= n 67 C.Y./ AC. 8 RISER _ '. :•:.::• • SPACER BM IsEw?e�w>EwEe?rFE (#e REBAR MIN.) TOP OF THE RISER. 4) . • • • • •': • •'••:.':.':: • _ _;ax9"xsmasxiax�xauesc 1. STAKES SHALL BE WOOD OR METAL AS RECOMMENDED BY THE MANLFACTURER AIX} SHALL BE A MIN"M WET STORAGE ••••.SY.Y.Y.Y.'. ••• .•. •••••'••'. .f.Y.Y.Y. 'AxAx',:xy (TYPICAL) s,'Wa#ss�#suz�sxexSxsm•:a�e E' OF 12" IN LDGTK IN SANDY SOILS METAL STAKES A MMalJ OF 181' IN LENGTH SHALL BE USED. "•:p....r.. ,cwrx,rvr. •#i•'Y' USER DIAMEynpaE.ILa- SOURCE: VA DSWC ELEV=433.00 `• RISER DIAMETER 2. SUPPORT BARS ARE WELDED REVISIONS 3. SON. STABILIZATION MAT TYPE A ASD B ARE TD BE IN ACCDRDANCE WITH THE APPROVED PRODUCTS LST. `r%%%Tt""••%++++: ».,T"• TO THE TOP OF THE RISER OR ATTACHED BY STRAPS rDATE ITEM w .''..xis%%:.'•• TABLE 3.32-D � :• .............. ( 09122115 A - - - ISOMETRIC BOLTED TO TOP OF RISER. SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA ,t 3, SON. STABILIZATION MAT SHOULD BE INSTALLED TO THE SHOULDER BREAK POINT OR EXISTING GROUND THEN EMBEODEO a". MATERIAL ON BOTH SIDES OF THE AITCH SHALL BE INSTALLED TO THE SAME ECTION A- Revised lane 2003 .., .•;..: PER COMMENTS +; ELEVATIONS EMBED 1$" R� 30" BARREL ;:_ ;;. i•x' r;=�•.-:;;i},;,s:' 4::::i.'t'+ 4. F MORE THAN 3 L*&S OF MATERIAL ARE IREgI,RED PARALLEL TO THE V_OF TIE DITCH,MATERUL SHALL SEDIMENT CLEANOUT POINT RISER 6 INFORMATION SHOWN FOR SEDIMENT BASIN 1 , 12/23/15 PER COMMENTS CO >.. .s• i:..;:;i •••I•.j.;: %•,..,::.riv', BE WSTALLED PERPEPDIEx,LAR FO THE CENTER LNE OF THE DITCH,STARTIFKi AT THE LOWESTELEVATKXJI a n SEED ( WET STORAGE REDUCED 8' OF THE DITCH. 5. FOR SOURCES OF APPROVED MATERIALS SEE VDDT'S APPROVED PROOLICTS LIST FOR SPI). EC -3, TO 34 C.Y./ ACRE) LAND USE SPECIES APPLICATION PER ACRE 07/2$/116 PER COMMENTS UPSTREAM AND DOWNSTREAM TERMINAL TYPE A OR S. RECOMMENDED DE WA TERING3.1 ELEV=432.00 3PECW)CATIOH SOIL STABILIZATION MAT 1uDOT SYSTEM FOR SEDIMENT Minimum Care Lawn Tall Fiescuel 95 -IDD% p REFERENCE !Commercial or Residential) Perenrnial Ryegrass 0-5% DITCH INSTALLATION TYPE A OR B ROAD �" ORD" 37ANDARDIS PLATE. 3.14-2 Kentuacky Bluegrass! 0-5% be. 244 REvsION DATE SHEET , oW a SOURCE: VA. DSWC BA SINS TOTAL 175-200 Ara we VRMA DEPARTMENT OF TRANSPORTATION 113.03 Hiah Maintenance Lawn Tall Fiescuel TOTAL: 200-250 lbs. PROVIDE ADEQUATE POLYETHYLENE CAP 0- STRAPPING Tall Rescue 128 lbs. / General Slope (3:1 or less) Red Tfop Grass or Creeping Red Fescue 2 lbs. DD TEMPORARY DIVERSION ITL' /1 S°°ate, "°tee Gr°p2 2°'ba TOTAL: 150 lbs. DA TE � 3 09 ca 1 Compacted Soil DEPTH Tall Fiescuel 108 lbs. 09 jr 26 / 14 I I --- VARIES AS I ow -Maintenance Slope Red Top Grass or Creeping Red Fescue 2 lbs. 18" min. I ( ( TACK WELD ___ + REQUIRED (Steeper than 3:1) Seasoonal Nurse Cropz 20 lbs. SCALE Area to be protected I - I L {�I < Flower -_ PERFORATED POLYETHYLENE �1-�( � I I 1-1 I I -I DRAINAGE TUBING, DIAMETER FOR" DRY ' Crowrnve#chi 20 lbs. _ _ i_ VARIES (SEE CALCULATIONS IN STORAGE TOTAL: 150 lbs. 1W®T TO SCALE -III-I I -III -I I -III -I -III-� I M I I -I i I -III-) I APPENDIX 3.14-A) �_ I I I -III -III -III -III -III -I � I-) I �-III-III-III-III- ; I I �\� D=14" 1 When selecting varities of turfgrass, use the Virginia Crop Improvement PROJECT MANAGER Association (VCIA) recommended turfgrass variety list. Quality seed will bear a lable indicating that they are approved by VCIA. A current turgfgrass variety list MONA R. GABRIEL, P.E. cn I' 4.5' min. --y WET is available at the local County Extenstion office or through VCIA at I I 0) " FERNCo-STYLE " COUPLING STORAGE 804-746-4884 or at http: //sudan.cses.vt.edu/html/Turf/turf4ublications2.html RESIGNED BY � SOURCE: VA. DSWC PLATE 3.09-1 - 2 -Use seasonal nurse crop in accordance with seeding dates as stated below: RCM MRG � TEMPORARY SEDIMENT BASIN Fay 1st 16th through April .................................................... Annual Rye DEWATERING ORIFICE, D=12" May 1st through Awgust 15th...............................................Foxtail Millet -a-+ SCHEDULE 40 STEEL STUB 1 -FOOT MINIMUM, Au ust 16th throu th October .Annual Rye NECKED BY BASIN # DRAIN AREA WET STOR. VOL. REQ'D. WET STOR. VOL. ELEV WET STOR. VOL. PROV DRY STOR. VOL. REQ D. DRY STOR. VOL. PROV DRY STOR. VOL. ELEV. OTTOM ELEV RISER CREST ELEV DEWAT EMERG. 25 -YR DEVICE SPILL. STORM ELEV ELEV. ELEV. TDP DAM ELEV RISER D/AM. DEWAT. FLEX. ANTI- DEVICE TUBING VORTEXVORTEXVORTEXVORTEX DIAM. D/AM. D/AM. ANTI- THICK GAUGE ANTI- HEIGHT ANTI- STIFFENER OUTFALL BARREL OUTFALL BARREL OUTFALL OUTFALL BARREL BARREL ANTI -SEEP COLLARS D/AM. LENGTH INV. IN INV OU If Flotpea is used increase nate to 30 Itis./acre. If Weeping Lovegrass is used, 1-1/4"PIPE or 1-1/4x1-1/4 xl 4 ANGLE 1 AC. YD.3 FT. YD.3 YD.3 YD.3 FT FT. FT FT. FT. FT. FT. IN. IN. IN. IN. GA. IN. IN. FT. FT. FT. S/ 7E 8.83 592 433 1075 592 4639 438 431 438 435.50 438.50 438.25 440 48 12 14 72 14 21 24 40.90 432 431.20 (J)4.2x4.2 DIAMETER VARIES (SEE CALCULATIONS IN g g ................................... """' CORRUGATED METAL RISER APPENDIX 3.14-A) I November through February 15th .............................................Winter Rye p SOURCE: VA. DSWC SOURCE: VA DSWC 3 - Substitute Sericea iespedeza for Crownvetch east of Farmville, Va. (May PROJ.# _ NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB through September use hulleed Sericea, all other periods, use unhulled Sericea). 3 FOR DEWATERING ORIFICE If Flotpea is used increase nate to 30 Itis./acre. If Weeping Lovegrass is used, 20140064 * include in any slope of low maintenance mixture duing warmer seeding periods, a DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 increase to 30 - 40 SHEET ,1� AND AASHTO M294 G, - PLATE 314-15 SOURCE: VA. DSWC SOURCE: VA DSWC LARIP"Y' V-311 "r DUD � "2E 55 'i{' PI-Al" .5 ( 1. t � 1 � O ...;> -1 v, 77 m f�' 3 { ,,: f '` i..-;�} i _ _ . ,i' C...;p , .,,.' _....,„... ''w ".. , .>:t:: i 0.65 t t -S 1 LM rt j 0.75 7 "._, :•� ..' r'":i"iY t' 1 r ..,f_.',� , .� 'SF?t rr -k x ' -- ry t , ij;`i' 11 .....i'}, -w. ..,4111 ,,, •� L13;ii" , .. 1s,.4 i S'i.i- 3 S 0.19 - s - i -, -..» ! ice^ E ' .- d. ,Pr' 4 1€ i?.) ��.,L,f,i.', .. t E I' r', 0.75 y � . ;y.�i. I.S1 ., .,i 3 f 13 15 s 0.00 15 81 s t_f ' u.i3 81 l- { i l -f ". J 1 `1 { ."i L.6�3,•... ..... ! ;....,_ 'j J _xS�� �'._""1'...._.�_ s'1 �.�''I, 0.10 0.85 70 d,{ !-'G -",l ri: o.... „ 55 ' 74 0.07 0.90 74 t , , t a. 18 11 0.13 0.85 w, 12 0.63 0.80 78 1, } 0.80 79 13 , 0.00 FUTURF_,DA 13 1.13 a 20 22 26.46 i - e 24 l 0.00 24 t { 0.00 26 : 0.00 O.C)O 29 30 0.11 0.80 30 31 0.26 0.75 31 32 0.08 0.90 32 F.X. 24" CMP 0.38 0.90 j ),J i i s a, s i a 38 39 0.47 t � 30 0.40 0.75 33 34 t 0.85 34 ; S 0.34 { 35 36 0.25 , i 35 0.28 0.85 65 i. Mk l 0.90 t a t 69 i i :-, i ; _: . _. � '..: ,, ,. __. ... ... _ - .. � ... .. Fib - 42 1 i t 53B UX 54" RCP OUTFALL - - - -- 45 0.36 m LE OE Tp 47 0.29 0.85 47 49 0.20 0.85 49 51 " d s------- _....._ , _ ....----- - 7 .._ ._...mac. _y ' UST .D._. . 0.85 54A ,� ..... a rr.... LARIP"Y' V-311 "r DUD � "2E 55 'i{' PI-Al" , 3 t � 1 3 � O - ... ,•, " y,' ,..:-' .....,.. -. . , I t ;=,,' r .. _ . ,i' C...;p , .,,.' _....,„... ''w ".. , .>:t:: i 0.65 5 7 023 0.75 7 f � 0.85 9 11 �a _._,.. .. ". ,+y, -; ..- �, ... ...o..... 11 . w .. ...... _... .e ,:.Mk -'•:. -:.=r `� .�Rkk.l� ,� - ...,�.,�a-`v ,. r.�. 0.19 _ .:... ......... .3 _. : .... .. :nl�-« .2� 12 12B 0.04 0.75 12B 13 0.05 0.75 13 w Is t LARIP"Y' V-311 IDA DUD 9 "2E 55 'i{' PI-Al" ACRES 3 t � 1 3 f �f 0.65 3 5 0.13 0.65 5 7 023 0.75 7 f � 0.85 9 11 0.17 0.85 11 12 0.19 0.85 12 12B 0.04 0.75 12B 13 0.05 0.75 13 15 0.00 0.00 15 t � P P is ' l I A \ T 10 4p E� f i \ i t t 4 i r } 3 , r p l " zf FROM LARIP"Y' V-311 IDA DUD 9 "2E 55 'i{' PI-Al" t � P P is ' l I A \ T 10 4p E� f i \ i t t 4 i r } 3 , r p l " zf FROM LARIP"Y' V-311 IDA DUD POINT "2E 55 'i{' PI-Al" ACRES 3 t � 1 3 f �f t � P P is ' l I A \ T 10 4p E� f i \ i t t 4 i r } 3 , r p l " zf FROM a s IDA RUNOFF POINT DA ACRES "C" 1 3 0.25 0.65 3 5 0.13 0.65 5 7 023 0.75 7 9 0.17 0.85 9 11 0.17 0.85 11 12 0.19 0.85 12 12B 0.04 0.75 12B 13 0.05 0.75 13 15 0.00 0.00 15 81 0.00 0.00 81 83 0.00 0.00 16 9 0.10 0.85 70 72 0.40 0.75 72 74 0.07 0.90 74 18 0.14 0.75 18 11 0.13 0.85 76 12 0.63 0.80 78 79 1.73 0.80 79 13 0.00 0.00 FUTURF_,DA 13 1.13 0.90 20 22 26.46 0.30 22 24 0.00 0.00 24 26 0.00 0.00 26 28 0.00 O.C)O 29 30 0.11 0.80 30 31 0.26 0.75 31 32 0.08 0.90 32 F.X. 24" CMP 0.38 0.90 FX. 24" CMP 0.06 0.35 38 39 0.47 0.75 39 30 0.40 0.75 33 34 0.29 0.85 34 35 0.34 0.85 35 36 0.25 0.85 37 35 0.28 0.85 65 67 0.90 0.65 67 69 0.33 0.60 40 42 - - 42 53B - 53B UX 54" RCP OUTFALL - - 43 45 0.36 0.85 45 47 0.29 0.85 47 49 0.20 0.85 49 51 0.24 0.85 51 42 0.12 0.85 54A 54 1.30 0.85 54 55A 0.10 0.85 55A 56 0.34 0.85 56 58 0.13 0.85 58 59A 0.17 0.85 59A 60 0.04 0.85 60 FX 24" CMP OUTFALL 0.52 0.60 61 60 Oslo O.00 63 60 0.14 1 0.85 j a ss tt s t t iat 1 5 a^ $ `"`7 JV { tit1', { GRAPHIC SCALE 50 0 25 50 100 ( IN FEET ) 1 inch = 50 ft. r- 0 41U 0 U fA (D .3 �J v � r,p,LT N OF L, � y a MONA Rt GABRIEL Lic, No. 048806 � 07/28/16 FsStONAL EN ° S. 41 n� W W 0 U C i+ L 0 41 0 V w v y 0- 0 � v 0 CL v v L 3 Yrl I �A7��1 9 A7 � DATE ITEM 09/22/15 PER COMMEN TS 12/23/15 PER COMMENTS 07/28/16 PER COMMENTS a s DATE 09/26/4 �'FCAO' to PROJECT MANAGER MONA R. GABRIEL, P.E, rn -c DESIGNED BY BCM / MRG F� co f. CHECKED BY 0 c' LU (1) CO 01 4-) Lu ff II 1 v L m 01 i • uj Q S , w COui o i LO i r CDi co r- 0 41U 0 U fA (D .3 �J v � r,p,LT N OF L, � y a MONA Rt GABRIEL Lic, No. 048806 � 07/28/16 FsStONAL EN ° S. 41 n� W W 0 U C i+ L 0 41 0 V w v y 0- 0 � v 0 CL v v L 3 Yrl I �A7��1 9 A7 � DATE ITEM 09/22/15 PER COMMEN TS 12/23/15 PER COMMENTS 07/28/16 PER COMMENTS a s DATE 09/26/4 �'FCAO' 0 PROJECT MANAGER MONA R. GABRIEL, P.E, rn -c DESIGNED BY BCM / MRG 0 CHECKED BY 0 c' PROD.,# 20140064 3 v L C 6 � , ,, I I 1, , ; ��� ; ,_ . , 1�� I ? �', "�.�� � I " i is � % I ,& it k ,� W� � 1; f � 0 � � � t . % I � � \ , I ii , , - , I k I I , � , , , - , 11 � ; � i � i � _�,, . 11 - I � I . I . I - I a ��, / / I ', � I � j , I k c , _11 � I li: , , " in�\ I ; I -1 I I I 1, 1 - i 1 , i 3 � � � I ", '_,_!-J,� --�, I-— i i � 11 � I I I I � I ', � ��,% � �� \ ", \ , " \ � , 1, k � ""', � . � i i � i �_, , "I 1 t I i _� I ,, I I , . 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GABRIEL, P.E. 0.13 0.65 BCM / MRG 7 0.23 0.75 7 9 0.17 0.85 9 11 0.17 0.85 1-1 12 0.19 0.85 12 1213 0.04 0.75 12B 13 0.05 0.75 J 15 0.00 0.00 15 81 0.00 0.00 81 0.00 0.00 16 9 0-10 0.85 70 72 0.40 0.75 72 74 0.07 0.90 74 18 0.14 0.75 18 11 0.13 0.85 76 12 0.63 ) 0.80 78 79 1.73 0.80 79 13 0.00 0.00 FUTURE DA 13 1.13 0.90 20 22 26.46 0.30 22 24 0.00 0.00 24 26 0.00 0.00 26 28 0.00 0.00 29 30 0.11 0.80 30 31 0.26 0.75 3 32 0.08 0.90 32 EX. 24" CMP 0.38 0.90 EX. 24" CMP 0.06 0.35 38 39 0.47 0.75 39 30 0.40 0.75 33 34 0.29 0.85 34 35 0.34 0.85 35 36 0.25 0.85 37 35 0.28 0.85 65 67 0.90 0.65 67 69 0.33 ) 0.60 40 42 - - 42 51 )B 53B EX 54" RCP OUTFALL - 43 45 0.36 0.85 45 47 0.29 0.85 47 49 0.20 0.85 49 51 0.24 0.85 51 42 0.12 0.85 54A 54 1.30 0.85 54 55A 0.10 0.85 55A 56 0.3 )4 0.85 56 58 0.11) 0.85 58 59A 0.17 0.85 59A CIO 0.04 0.85 60 EX 24" CMP OUTFALL 0.52 0.60 61 60 0.00 0.00 63 60 1 0.14 0.85 4r v\' �V rb k ZA ik i0i ---------- 51 .1 Q 0 o o 22, - -J GRAPHIC SCALE 50 0 25 50 100 (IN FEET 1 inch = 50 ft. 0 .G LLJ 0 41 12 41 0 41 4) op4- MONA R, GABRIEL Lic. No. 048206 07128116 V SsInNA1 0 0 CIO 0 0) E" 0 00 0 .2 0 C�d Cp DATE AEVVVulvZ� ITEM 09122115 PER COMA4EN TS 1212JI15 PER COUMEN TS 07128116 PER COMMEN TS uj 0 V) &0 q) 0 CL L. DATE 091261 14 LO SCALE N 0 PROJECT MANAGER MONA R. GABRIEL, P.E. -86 DESIGNED BY BCM / MRG C"2 C: m d 20140064 LL. LU4� LU 0 Z) z uj co 0 LU co m Q) 0 0 u 0 .G LLJ 0 41 12 41 0 41 4) op4- MONA R, GABRIEL Lic. No. 048206 07128116 V SsInNA1 0 0 CIO 0 0) E" 0 00 0 .2 0 C�d Cp DATE AEVVVulvZ� ITEM 09122115 PER COMA4EN TS 1212JI15 PER COUMEN TS 07128116 PER COMMEN TS uj 0 V) &0 q) 0 CL L. DATE 091261 14 SCALE AS SHOWN 0 PROJECT MANAGER MONA R. GABRIEL, P.E. -86 DESIGNED BY BCM / MRG C: PROJ.# 20140064 iqll : V i ii N\�\ fj' a x, GRAPHIC SCALE 100 0 50 100 200 IN FEET 1 inch = 100 ft. 4Vera �na E N. -'g A NA Z o. x v- f F.C . .. .......... ... .. ...... J� ,,,-14 — —t N oW/-p ointeCom ntranceBMP 2 iance Stoini Pre -Development Flow Aflowable Post Developiiiert C omputed Post Elevation NP SWM -BMP 2 Type// 24 -hr 2 -Year Rainfall=3.62" NP - SWM -BMP 2 Type 1124 -hr 10-YearRainfal1=546" NP -SWM -BMP 2 Type 1124 -hr 100 -Year Rainfall=8.95 P Flow Devlopnw. tit Rimoff Prepared by (enter your company name here) Printed 712712016 Prepared by {enter your company name here) Printed 7Y2712016 Prepared by (enter your company name herej Printed 7127/2016 From SNV,%VBN1P HydroCADO 10.00-13 s/n 06356 @ 2014 HydroCAD Software Solutions LLC Page 4 HydroCADO 10.00-13 s/n 06356 2014 HydroCAD Software Solutions LLC Page 8 HydroCADO 10.00-13 s/n 06356 @ 2014 HydroCAD Software Solutions LLC P___ awe 12 6T) (cfs ) (Cfs) (Cts) 41) Pond 5P: SWM/BMP 2 Pond 5P: SWM/BMP 2 Pond 5P: SWM/BMP 2 2 Year 1-53 1,53 1.00 43 6.,9 7 HydrographHydrograph v* p Hydrograph Storm f, U, — - n Ij FQ Fri rui �111 �W' 37.2 4 cfs - -C 111 Primary I 17 3.6� cts lnfloW'Are�a�8 1�40 i E nflow Outflow Ej Primary 10 Year SEURVOLE 7RAL U.& ROUX LR -or r"v 7.63 3.07 438.11 Inflow AreaF$.830 C.1 ow A rea=8 101 .830 a r" secondary URBAN PffiNa-AL ARTERIAL -Gid 0 Secondary xTi'l sk ----------- (MW iqll : V i ii N\�\ fj' a x, GRAPHIC SCALE 100 0 50 100 200 IN FEET 1 inch = 100 ft. 4Vera �na E N. -'g A NA Z o. x v- f F.C . .. .......... ... .. ...... J� ,,,-14 — —t N oW/-p ointeCom ntranceBMP 2 iance 0.00 Offs 6 1,0 15 20 25 30 35 40 46 50 55 60-65 70 75 80 85 40 65 too 105 ilo liv, in Time (hours) Pond 5P: SWM/BMP 2 Stage -Discharge 431 ---r-i- 0 10 20 Discharge (cfs) 0T0l al EPima Primary Secondary 431 10 20 30 40 so 60 70 80 90 100 110 120 Discharge (cfs) M Total El Primary M Secondary 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 Time (hour.,.) Pond 5P: SWM/BMP 2 Stage -D isc [large 0 10 20 30 40 50 60 70 80 90 too 110 120 Discharge (cfs) Total ry Prima Secondary EM' f= 0 41 41 A., rn 4j T H 0,, Q MONIA R, GABRIEL Lic, No, 048206 07128116 o�FSS/ONAL 0&_ CL 0 A= 4� 0 CP E- Q) -0 C) =3 E-4 0L_ Q40 0 0 .2 0 L_ CL 4d Q� 6_4 4� c1r) C" W K.6 VIZU UIVZi DATE ITEM 09122115 PER COMMEN TS 12123I15 PER COMMEN TS 07128116 PER COMMEN TS 41 V) 0 0 CL 0 DATE V 09126/14 SCALE 1 100, 0 PROJECT MANAGER P. E. DESIGNED BY -85 PROJ.# 20140064 SHEET # C — 7 Stoini Pre -Development Flow Aflowable Post Developiiiert C omputed Post Elevation NP SWM -BMP 2 Type// 24 -hr 2 -Year Rainfall=3.62" NP - SWM -BMP 2 Type 1124 -hr 10-YearRainfal1=546" NP -SWM -BMP 2 Type 1124 -hr 100 -Year Rainfall=8.95 Event Flow Devlopnw. tit Rimoff Prepared by (enter your company name here) Printed 712712016 Prepared by {enter your company name here) Printed 7Y2712016 Prepared by (enter your company name herej Printed 7127/2016 From SNV,%VBN1P HydroCADO 10.00-13 s/n 06356 @ 2014 HydroCAD Software Solutions LLC Page 4 HydroCADO 10.00-13 s/n 06356 2014 HydroCAD Software Solutions LLC Page 8 HydroCADO 10.00-13 s/n 06356 @ 2014 HydroCAD Software Solutions LLC P___ awe 12 6T) (cfs ) (Cfs) (Cts) 41) Pond 5P: SWM/BMP 2 Pond 5P: SWM/BMP 2 Pond 5P: SWM/BMP 2 2 Year 1-53 1,53 1.00 43 6.,9 7 HydrographHydrograph Hydrograph Storm rui �111 �W' 37.2 4 cfs - -C 111 Primary I 17 3.6� cts lnfloW'Are�a�8 1�40 i E nflow Outflow Ej Primary 10 Year 7.63 7.63 3.07 438.11 Inflow AreaF$.830 ow A rea=8 101 .830 a r" secondary aC 0 Secondary xTi'l sk 21 40� '438- so- - , _;___ - 100 Year 2531 N/A 49.03 4 38.97 20- _Pdak_EIeV=436.87' Pe Peak - 79 Peak; =438.07? a � v 17 Stora e-1001421 of 34� Storacie=127,936 cf 65- - S,tor,age-1480:06 cf Storm 16. 32' 60-49.03 cfs - 15- 30- 28;1 55- W 12;22 z 26 ----- - 45 37.20 cfs 20 40- 18 35- T 7 M 14 21, 30 T 25. 5- 21s4- 1 0 1.0 0 0- cfSt"11�1-al"v"', cfs 8- 1 F3.07 6 --------�=Sr" 'n- 0.00 Offs 6 1,0 15 20 25 30 35 40 46 50 55 60-65 70 75 80 85 40 65 too 105 ilo liv, in Time (hours) Pond 5P: SWM/BMP 2 Stage -Discharge 431 ---r-i- 0 10 20 Discharge (cfs) 0T0l al EPima Primary Secondary 431 10 20 30 40 so 60 70 80 90 100 110 120 Discharge (cfs) M Total El Primary M Secondary 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 Time (hour.,.) Pond 5P: SWM/BMP 2 Stage -D isc [large 0 10 20 30 40 50 60 70 80 90 too 110 120 Discharge (cfs) Total ry Prima Secondary EM' f= 0 41 41 A., rn 4j T H 0,, Q MONIA R, GABRIEL Lic, No, 048206 07128116 o�FSS/ONAL 0&_ CL 0 A= 4� 0 CP E- Q) -0 C) =3 E-4 0L_ Q40 0 0 .2 0 L_ CL 4d Q� 6_4 4� c1r) C" W K.6 VIZU UIVZi DATE ITEM 09122115 PER COMMEN TS 12123I15 PER COMMEN TS 07128116 PER COMMEN TS 41 V) 0 0 CL 0 DATE V 09126/14 SCALE 1 100, 0 PROJECT MANAGER P. E. DESIGNED BY -85 PROJ.# 20140064 SHEET # C — 7 Worksheet T `f _. Page t of 3 -. f,3 . t 4F FLA �R"RANC"1I STEP I Determine the applicable area (A) and the post -developed impervious cover ( l pu, )' i C,�%d, Applicable area (A)* - 12'53 acres ' App- ica-bl A -Me -Breakdown; Middle Entrance Road 1.77 Post -development impervious cover: acres; anticipated75% impervious MONA R. GABRIEL, P.EfV. - Commercial sites 10.76 acres; structures = acres 25% anticipated impervious area to * 1< t - ac,rcs. a3 parking 1 - • -ae roadway res other. 1 a acres acres Total = acres 1,,,,,, = (total post -development impervious cover= A) r t00 = 32 % The area subject to the criteria may vary from locality to locality. . Iherefi re. consult the locality for proper determination of this value. STEP 2 Determine the average land cover contrition (I ,.) or the existing impervious craven Average land cover condition If the locality has determined land cover conditions for individual watersheds withita its jurisdiction, use the watershed specific value determined by the locality as 11r,,11se. 1 16 Otherwise, use the Chesapeake Say default value: l- ;1,d = 16% 5D-5 Worksheet 2 : Situation 2 Page t 44 Summary of Situation 2 criteria: frotn calculation procedure STEP t thru STET' 3, Worksheet l: Applicable area (A)" _ 12.56 acres 32 Ive,t = (total post -development impervious cover _ A) x 100 Inure cd = 16 %o or I akryl,ed I6° o 0.0 (total existing impervious cover - A*) x 100 = % I tstu„ 0.0 `%. < I„»td< hs d 16 %; and 32 16 nnhed S'T'EP 4 Determine the relative lore -development pollutant load (L,,re). L,-(- ... li�d) _ (0.05 + (0.009 x 1.., , , n<,i1] x A x 228 (Equation 5-16) where: L .,, = relative pre -development total phosphorous load (pounds per year) average land cover condition for specific watershed or locality or the Chesapeake Bay detautt value of 16% (percent expressed in whole numbers) A = applicable area (acres) 16 12.53 x 2.28 (0.05 1- (0.009 z )] " 5.542 = pounds per year 5D-9 '!Worksheet 2 t Situation 2 Page4 oro 4. Calculate the pollutant load removed by the proposed BMP(s): L-,,,,,, = F,ffyntr x Lr+n 1, (Equation 5-24) where: L-- d = Post -development pollutant load removed by proposed BNMP (pounds per year) Eff13,,,, = pollutant removal efficiency of BMP (expressed in decimal form) relative post-developinent total phosphorous load entering proposed Bt\,IP (pounds per year) 50 9,17 4,58 Lrr,n,„ea,nntrt - x = pounds per year Lreo,00d,untez x - pounds per year Lre.,,r,,:,•d1na1w3 = x _ pounds per year 5. Calculate the total pollutant load removed by the BMP(s): I'a=uucednurvr = L,- ,, -Arne{ -" La•uuzzAz + L + ... (Equation 5-25) where: L .d,r, total pollutant load removed by proposed BtA'IPs pollutant load removed by proposed BMP No, I pollutant load removed by proposed BMP No. 2 L•,t I,,,<m{sM'a = pollutant load removed by proposed Bic4P No. 3 4.58 4,58 - pounds per year 6. Verify compliance: Isaroo,ednomt RR 4.58 4,113 Water_Qualsty_Volume.Galculations;, Anticipated future Impervious Area = 4.0 Acres Vwo (ft3) = 4.00 (AC) x 43560 x 0.5 / 12 = 7,260 ft3 4 x V4,,,a (W) = 29,040 ft3 5D-12 Worksheet I Page' of 3 Existing impel vious cover I L,,,,,,,,•): Determine the existing impervious cover of the development site if present, . r. Existing impervious cove a P structures = acres Larking lot = acres r roadway es - ac.r other: acres acres Totat 0.0 acres T (total i xistuig impervious cover = A*) x 100 = 0.0 % * The area should be the same as used in STEP 1. STEP 3 Determine the appropriate development situation. The site information determined in STEP I and S1'LP 2 provide enough information to determine the appropriate development situation under which the performance criteria will apply. Check ( ) the appropriate development situation as follows: Situation 1: This consists of land development w=here the existing percent impervious cover (1,.,,,,,,,,) is less than orequal to the average land cover condition ( lu,,,,, ,d) and the proposed improvements will create a total percent impervious cover {Ir , j which is less than or equal to the average land cover condition 1 °ju l % post 5D-6 Workshect 2 : Situation 2 Page 2 of 4 STEP 5 Determine the relative post -development pollutant load (0.05 '; (0.009 x I)] x A x 2.28 (Equation 5-21) w=here: t , relative post -development total phosphorous load (pounds per year) post development percent impervious cover (percent expressed in whole numbers) A - applicable. area (acres) L,,, _ [0,0.5 + (0,009 x 32)] Y 12.53 2.28 9.656 - pounds per year S1 EP 5 Detertianine the relative pollutant removal requirement (RR). RR- L,- Lrr n,:,c .neti RR = 9-656 - 5.542 4.113 pounds per year STEP 7 Identify best management practice (BNIP) for the site. L Detennine the required pollutant removal efficiency for the site.: EFF - ( RR _ L,,,,,,) x 100 (Equation 5-22) where: EFF = required pollutant removal efficiency (percent expressed in whole numbers) ItR = pollutant removal requirement (pounds per year) L,,,,,, - relative post -development total phosphorous load (pounds per year) 4,113 9.656 EFF = ( ) 100 43 °, 5D-10 Worksheet i Page 3 of 3 g %< Situation 2: This consists of"land development where the existing percent impervious cover (l.,;,,;,,,) is less than or equal to the average land cover condition and the proposed improvements will create a total percent which is etr cater than the avera �e land cover impervious cover 1 W 3c P F condition (l-- ,,j, a.a 16 I.'.tst,�g !o <T,,,ttr.t.�d .a, and 32 0, > I „ 16 % nl,.il 1 Situation 3: This consists at land development where the existing percent impervious cover (I , j is greater than the average land cover condition T 4' /lY Situation 4: This consists of land development where the existing percent impervious cover (1 b) is served by an existing stornwater management BMP(s) that addresses coater quality. If the proposed development meets the criteria for development Situation 1, than the to<v removal density development is considered to he the BNIP and no pollutant is required. The calculation procedure for Situation i stops here. If the proposed development meets the criteria for development Situations 2, 3, or 4, then proceed to STEP -4 on the appropriate worksheet. 5D-7 Worksheet 2 : Situation 2 Page 3 of4 2. Select BMP(s) from Table 5-15 and locate on the site: BNIP I: Retention basin It (4 x WQ Vol) BNIP 2• BNIP 3: 3. Determine the pollutant load entering, the proposed BMP(s): Luna = (0.05 + (0.009 x [tai 11 }1 x A x 2.28 (Equation 5-23) where: L3,,,, = relative post -development total phosphorous load entering proposed BMP (pounds per year) 113,1, = post -development percent impervious cover of BMP drainage area (percent expressed in whole numbers) A = drainage area of proposed BMP (acres) Luau,, _ (0.05 1-(0.009 x 50 )] u 8.83 x 228 9.17 pounds per year L11,1, (0.05 F (0.009 x )] :x x 2,28 pounds per year Luaar3 = (0.05 + (0,009 x t] x x 2.28 pounds per year 5D-1 I .r;,. `f _. 4 4i -. f,3 . t 4F FLA �R"RANC"1I {i t� { i C,�%d, , - ,L M 1 Eu iS MONA R. GABRIEL, P.EfV. Aik4 4�w �t ,BCM / MRG Rpt r 1 a v c' .3 PROJ.# z W_ v L A C -7A Co x " f r� t , 1 t r .,! t r. ;s' c. 6 1 ' 9$6q 1 .v „ 1 f t ..,i t d _ R 4 r ✓ *. i _ ? . „. F ;_. ..,,.. ... [." r- r.Y i :s .+�., s,. --' : .. ... .�„ _ ...!__..- r 1- -"" ' 4 ,... _ _._ L " ._ ..., .. Y -- -- a•l - ?.,;',i - "3�, ... r ' ..... _ .. _ 4 - b r"• ---.rt . - 'i_.- ,., . , _ .,_.., _, � i3 l�`t • A ,h _ ._-.,wi , _ , -.-------- i_ r _ _ _ i Z _ _ -i.._., .,., . _.,J:. 4dC+84- _ ..�-.a•,,...,._..,.-.. .,.. `Ay. .,..,,. v.._ .. ...... ... .._,...,..,,,.,.._...,., YL ..., - ......... ,..,, .- `',� ... .... '� .�1 Pe....r 4 ..:-...�....a.,A....m...._.K....n,m_,.-__.,,,.__:�,_.,.._,,,,,_...... fi .r�.,..,,,m»„t pd'. .d,; ..n y, ...:ie-. ___-__ •_ __._. u ____. -.... .>,�tw. � .�----'._ ,y�.' .-..y �,�.a■ ___ ■■� , - .,.__ ., ,,. r: ., ,J ',"w _.. ,.i.. -,!'fit ,4 _. .. .. _ `f _. 4 4i -. f,3 . t 4F FLA �R"RANC"1I ti t� { i C,�%d, , - ,L NO SCALE Eu .PROJECT MANAGER' MONA R. GABRIEL, P.EfV. Aik4 4�w �t ,BCM / MRG 1 rx r r' r� v c' .3 PROJ.# z W_ v L SHEET # C -7A Co x " f r� t , �,�.a■ ___ ■■� , - .,.__ ., ,,. r: ., ,J ',"w _.. ,.i.. -,!'fit ,4 _. .. .. _ `f _. 4 4i -. f,3 . t 4F FLA �R"RANC"1I ti t� { i C,�%d, , - ,L NO SCALE Eu .PROJECT MANAGER' MONA R. GABRIEL, P.EfV. Aik4 4�w �t ,BCM / MRG 1 rx r r' r� v c' .3 PROJ.# 20140064 W_ v L SHEET # C -7A Co x " f r� t , t ;s' CBPA A k�)11 T -j M GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. C! O V i7 t5t O O 41U v v U q) LTH � A t7F MONA R. GABRIEL � Lic. No, 048206 07/28/16 N+ F�SSitONAi. I - u-+ U m O U 3 a-� C O C v� E, c Q O U �E 0 �7 0 O O 0) .L �L' �t x7l X111 Y i.7 � DATE ITEM 09122115 PER COMMEN TS 12/23/15 PER COMMENTS 07/28/16 PER COMMEN TS CL s 4 4i 091261 14 t t� { a ,L NO SCALE Eu .PROJECT MANAGER' MONA R. GABRIEL, P.EfV. Aik4 4�w �t ,BCM / MRG , ... O'HECKED BY -�, v c' .3 PROJ.# 20140064 v L SHEET # C -7A Co x GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. C! O V i7 t5t O O 41U v v U q) LTH � A t7F MONA R. GABRIEL � Lic. No, 048206 07/28/16 N+ F�SSitONAi. I - u-+ U m O U 3 a-� C O C v� E, c Q O U �E 0 �7 0 O O 0) .L �L' �t x7l X111 Y i.7 � DATE ITEM 09122115 PER COMMEN TS 12/23/15 PER COMMENTS 07/28/16 PER COMMEN TS CL s DATE 091261 14 SCALE NO SCALE o t .PROJECT MANAGER' MONA R. GABRIEL, P.EfV. DESIGNED BY ,BCM / MRG O'HECKED BY -�, v c' .3 PROJ.# 20140064 v L SHEET # C -7A Co 435 430 425 10100 11100 12 00 EMERGENCY SPILLWAY DETAIL N.TS. ROUND TRASH RACK - (SEE DETAIL THIS SHEET) ELEV, 440.00 13100 435 430 (2) STAINLESS STEEL U—BOLTS TO SECURE 12' PVC DRAIN PIPE TO 5x5 CONCRETE SLAB 12' PViC. ELEV. 438.50 DRAIN 18" 24" RIPRAP i 1 CLASS I WITH 51 FILTER FABRIC -5' CONCRETE" SLAB & 12" PVC DRAIN PIPE N. T. S. ELEV. 438.00 ELEV, 431 F "1 -1 8' N'N\ B—B CONCRETE BASE 48 " RCP .RISER RETAIL N.T.S. HOST STRUCTURE INSIDE DIMENSIONS PART NUMBER: TYPE OF PIPE MOUNTING TO: INSIDE DIAMTER OF PIPE: *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALLY* PLEASE PROVIDE ALL DIMENSIONS IN INCHES STIR 85 24' OUTFALL PIPE L=40.90' @ 1.967. INV IN=432.00 INV OUT=431.20 100—YR WASE, 438.97 / VOLUME' 20,170 CuFt 10—YR WSE, 438.11 / VOLUME, 27,515 CuFt 2—YR WSIE, 436.87 I VOLUME, 27,783 CuFt B NWSE, 435.50 / DESIGN VOLUME, 72,638 CuFt REQUIREDI WATER QUALITY VOLUME, 29,040 CuFt TRASIH RACK cti —ELEV, 438.00 ORIFICE c7 NWS 435.50 30' PIPE INV IN=434.25 BOTTOM ELEV. 431 A—A SWM/BMP 2 CROSS SECTION N.T.S. ISOMETRIC VIEW C SOLUTIONS INC. RACK OR EQUAL RT T CROSS BARS ASTENERS ATTACHED ASH RACK UGATED METAL OR TIC PIPE PLAN VIEW SIDE VIEW I F 1 TOP ELEV, 440 TRASH RACKS wwU CUSTOMER: DATE: EMERGENCY — - ;J SPILLWAY DRAWN BY: 6" ORIFICE ELEV. 438.50 ,,� 9025w STCH`S°:"RE HiOE'4 059 400 PH; !.800.338.1122 FAH: 573.645.7399 © COPYRIGHT ` TRASH RACK PART NO. CONCRETE INSIDE DIA. CLAY A 435.50 C C❑RE E EMBED RISER 6' X CLAY CORE TO BE H INTO CONCRETE INSTALLED AROUND 12"0-18"0 BASE OUTFALL PIPE ELEV, 431 F "1 -1 8' N'N\ B—B CONCRETE BASE 48 " RCP .RISER RETAIL N.T.S. HOST STRUCTURE INSIDE DIMENSIONS PART NUMBER: TYPE OF PIPE MOUNTING TO: INSIDE DIAMTER OF PIPE: *AS DISTRIBUTED BY CONTECH CONSTRUCTION PRODUCTS NATIONALLY* PLEASE PROVIDE ALL DIMENSIONS IN INCHES STIR 85 24' OUTFALL PIPE L=40.90' @ 1.967. INV IN=432.00 INV OUT=431.20 100—YR WASE, 438.97 / VOLUME' 20,170 CuFt 10—YR WSE, 438.11 / VOLUME, 27,515 CuFt 2—YR WSIE, 436.87 I VOLUME, 27,783 CuFt B NWSE, 435.50 / DESIGN VOLUME, 72,638 CuFt REQUIREDI WATER QUALITY VOLUME, 29,040 CuFt TRASIH RACK cti —ELEV, 438.00 ORIFICE c7 NWS 435.50 30' PIPE INV IN=434.25 BOTTOM ELEV. 431 A—A SWM/BMP 2 CROSS SECTION N.T.S. ISOMETRIC VIEW C SOLUTIONS INC. RACK OR EQUAL RT T CROSS BARS ASTENERS ATTACHED ASH RACK UGATED METAL OR TIC PIPE PLAN VIEW SIDE VIEW I F 1 GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. EC -3 MATTING & WEEPING - LOVEGRASS TO BE INSTALLED ON ALL SLOPES STEEPER _IH AN 3:1 pLTH 667 M❑NA R. GABRIEL Lic. No, 048206 07/28/16 1aksS1QNALN�\� wR RFi YISI0IYS �0_4TE ITEM 09/22/15 PER COMMEN TS 12/23/15 PER COMMENTS 07/28/16 PER COMMEN TS DAVE 09126 4 SCALE AS SHOWN PROJECT MANAGER MONA R, GABRIEL, P.E. DESIGNED BY BCM l MRG CHECKED BY PROd.# ,�Ol �CI064 c 0 0 0 c 3 3 v ,o 0 LD L 0 0 cn CL 0 0 CF 0 2 m m c v (T1 m a� c 3 H 0 >v CL 2 kL 0 3 0 0 c +y c -N -0 C 0 s� '3 p L ROUND SERIES TRASH RACKS wwU CUSTOMER: DATE: i''�1►��,�1 i &Lin cor�rxucnoN a�ucrs tnc. RISER DRAWN BY: PROJECT: APP'D BY: 9025w STCH`S°:"RE HiOE'4 059 400 PH; !.800.338.1122 FAH: 573.645.7399 © COPYRIGHT ` DETAIL: PART NO. CONCRETE INSIDE DIA. CMP OR HDPE NOMINAL DIA. A B C D E F G H RS -24 24"0 12"0-18"0 17 1/3" 13 1/3" 7 3/4" 6 1/4" 6 1/4" 27 1/2" 6 1/4" 7 1/2 - RS -36 36"0 21"0-30"0 21 1/8" 13 1/2" 6 1/4" 6 1/4" 6 1/4" 40 1/2" 6 1/4" 7 1/2" RS -48 48"0 33"0-42"0 27 3/4" 17 3/4" 7" 8 1/2" 6 3/4" 54 1/4" 8 1/2" 9" RS -60 60"0 48"0-54"0 27 3/4" 17 3/4" 11 1/2" 8 1/2" 6 3/4" 67 1/2" 8 1/2" 9" GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. EC -3 MATTING & WEEPING - LOVEGRASS TO BE INSTALLED ON ALL SLOPES STEEPER _IH AN 3:1 pLTH 667 M❑NA R. GABRIEL Lic. No, 048206 07/28/16 1aksS1QNALN�\� wR RFi YISI0IYS �0_4TE ITEM 09/22/15 PER COMMEN TS 12/23/15 PER COMMENTS 07/28/16 PER COMMEN TS DAVE 09126 4 SCALE AS SHOWN PROJECT MANAGER MONA R, GABRIEL, P.E. DESIGNED BY BCM l MRG CHECKED BY PROd.# ,�Ol �CI064 c 0 0 0 c 3 3 v ,o 0 LD L 0 0 cn CL 0 0 CF 0 2 m m c v (T1 m a� c 3 H 0 >v CL 2 kL 0 3 0 0 c +y c -N -0 C 0 s� '3 p L W \ wwU CUSTOMER: DATE: i''�1►��,�1 i &Lin cor�rxucnoN a�ucrs tnc. DRAWN BY: PROJECT: APP'D BY: 9025w STCH`S°:"RE HiOE'4 059 400 PH; !.800.338.1122 FAH: 573.645.7399 © COPYRIGHT ` DETAIL: GRAPHIC SCALE 0 10 20 ( IN FEET ) 1 inch = 20 ft. EC -3 MATTING & WEEPING - LOVEGRASS TO BE INSTALLED ON ALL SLOPES STEEPER _IH AN 3:1 pLTH 667 M❑NA R. GABRIEL Lic. No, 048206 07/28/16 1aksS1QNALN�\� wR RFi YISI0IYS �0_4TE ITEM 09/22/15 PER COMMEN TS 12/23/15 PER COMMENTS 07/28/16 PER COMMEN TS DAVE 09126 4 SCALE AS SHOWN PROJECT MANAGER MONA R, GABRIEL, P.E. DESIGNED BY BCM l MRG CHECKED BY PROd.# ,�Ol �CI064 c 0 0 0 c 3 3 v ,o 0 LD L 0 0 cn CL 0 0 CF 0 2 m m c v (T1 m a� c 3 H 0 >v CL 2 kL 0 3 0 0 c +y c -N -0 C 0 s� '3 p L BASIN CROSS SECTION PROFILE BASIN CROSS SECTION 2 PROFILE 450 435 100—YR WSEi 438.97 VOLL 10—YR WSEl' 438.11 / VOLUh 2—YR WSE, 436.87 / VOLUP NWSE- 435,50, / DESIGN VOLT REQUIRED WATER QUALITY V01 NWSEi 435.50 8' BERM 460 09126114 ELEV440 64 SCALE cp 0 440 ....... . . . . . ........ . .... z 440 o6 44 450 SEE RISER ------ + Ni OUTFALL c'20140064 �,-DETAILS ON z SHEET C-8 1 SHEET # C — BA U) U) 9 NWSEi 435.56 . . . .......... ..... ...... . 435 445 4.35 7 v ... .. ........ . .. . ..... .. ... 440 0 20,170 CuFt :1 27,515 CuFt 85 go CONCRETE BOTTOM Cs 72,638 CuFt '2 430 BI ELEV- - - E 431.0 430 ;f --;7 cl-Ass CLASS I RIPRAP L=20'xW=35'xD=2' w/ FILTER FABRIC 100 -YR WSE, 438.97 VOLUMEi 20,170 CuFt 104YR WSE, 438,11 / VOLUME, 27,515 CuFt 425 WSEr,436.87. / VOLUME -2 .7.,783 CuFt 425 NWSEt 435.50 / I)ESIGN VOLUME,, 72,638 CuFt REQUIRED WATER ;QUALITY VOLUME, 29,040 CuFt, 4, 20 100 420 11+00 121-00 12186 BASIN CROSS SECTION 2 PROFILE 450 435 100—YR WSEi 438.97 VOLL 10—YR WSEl' 438.11 / VOLUh 2—YR WSE, 436.87 / VOLUP NWSE- 435,50, / DESIGN VOLT REQUIRED WATER QUALITY V01 NWSEi 435.50 BOTTOM ELEVi 431.0 -I-CUNSS. il,-RIPRAP-� , 430 . ... . .... .... L=15'xW=16'xD=2 w/ FILTER FABRIC "- 11111111 _._1200 1 00 1.3180425 LEGEND FINISHED GRADE AT CIL EXIST GROUND AT CIL S CAL.': HORIZONTAL: I py =50 VER TI 1 5' %-/Z-1 r: .2 0 41 4-j 4-1 r— q) ;= ,NLT H OF C MONA R. GABRIEL Lic., No. 048206 (D 07128116 FsS/ONAL 0 L- CL 0 0 c '0 J�q -0 :3 C) 0 0 Q) CL CN, 0 (Z) 0 CF .0 0 41 C�d 41 cp `42) Q) DATE IV.8 y1i3l UIVZ� ITEM 09122115 PER COMMEN TS 12123I15 PER COMMENTS 07128116 PER COMMENTS I CA V) 0 4- 0 (D a- 0 L- ------ 460 09126114 455 64 SCALE cp 0 PROJECT MAlVAG—,ER—"\ NC I vv DESIGNED BY o6 44 450 - - - - -- ------ + c'20140064 PROJ.,# z SHEET # C — BA U) U) 9 .. . ....... ... . . . .......... ..... ...... . 445 ... .. ........ . .. . ..... .. ... 440 0 20,170 CuFt :1 27,515 CuFt 27,783 CuFt Cs 72,638 CuFt '2 ME, 29,040 CuFti ;f --;7 -4� 435 BOTTOM ELEVi 431.0 -I-CUNSS. il,-RIPRAP-� , 430 . ... . .... .... L=15'xW=16'xD=2 w/ FILTER FABRIC "- 11111111 _._1200 1 00 1.3180425 LEGEND FINISHED GRADE AT CIL EXIST GROUND AT CIL S CAL.': HORIZONTAL: I py =50 VER TI 1 5' %-/Z-1 r: .2 0 41 4-j 4-1 r— q) ;= ,NLT H OF C MONA R. GABRIEL Lic., No. 048206 (D 07128116 FsS/ONAL 0 L- CL 0 0 c '0 J�q -0 :3 C) 0 0 Q) CL CN, 0 (Z) 0 CF .0 0 41 C�d 41 cp `42) Q) DATE IV.8 y1i3l UIVZ� ITEM 09122115 PER COMMEN TS 12123I15 PER COMMENTS 07128116 PER COMMENTS I CA V) 0 4- 0 (D a- 0 L- a. DATE 09126114 SCALE NO SCALE 0 PROJECT MAlVAG—,ER—"\ MONA R. GABRIEL, P.E. vv DESIGNED BY BCM / MRG ( c'20140064 PROJ.,# SHEET # C — BA x NO BUFFER MITIGATION IS REQURIED WITH THIS PROJECT, SINCE THE MAJORITY OF THE NORTH POINTE DEVELOPMENT PROPERTY IS WOODED AS SHOWN ❑N THIS PLAN GRAPHIC SCALE 300 0 150 300 600 ( IN FEET ) 1 inch = 300 ft. 0 U 0 0 0 41 +1 U v �3 -r+ C U N ,p,LT H QF c c � � n MONIA R, GABRIEL Lico No. 04806 07/28/16 +' p��sSt 0 NA L �0 �— 0 0 U c v c 3 0 v 48 cp v 'L Qi Q Y wulyZi DATE .ITEM 09/22/15 PER COMMEN TS 12/23/15 PER COMMEN TS 07/28/16 PER COMMENTS Q DATE 09 / 26 / 14 }' Ln SCALAqE � f� . 9f - J007 0 PROJECTMANAGER MONA R. GABRIEL, DESIGNED BY BCM / MRG q) CHECKED BY -,3 •• .PROD 20140064 C\2 0 L .• • LL L. cd -► IL4• • � . .� , Lu• • F-4 '* .• • C • 0 U 0 0 0 41 +1 U v �3 -r+ C U N ,p,LT H QF c c � � n MONIA R, GABRIEL Lico No. 04806 07/28/16 +' p��sSt 0 NA L �0 �— 0 0 U c v c 3 0 v 48 cp v 'L Qi Q Y wulyZi DATE .ITEM 09/22/15 PER COMMEN TS 12/23/15 PER COMMEN TS 07/28/16 PER COMMENTS Q DATE 09 / 26 / 14 }' SCALAqE � f� . 9f - J007 0 PROJECTMANAGER MONA R. GABRIEL, DESIGNED BY BCM / MRG q) CHECKED BY -,3 O .PROD 20140064 0 L SHEET # C — 9