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HomeMy WebLinkAboutSDP201700066 Plan - Approved Initial Site Plan 2018-02-06GENERAL NOTES OWNERS: AVINI TY ESTATES LLC Sheet Title 455 SECOND STREET SE, 5TH FLOOR COVER SHEET CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. LAYOUT & LANDSCAPING PLAN 455 SECOND STREET SE SUITE 400 LAYOUT & LANDSCAPING PLAN CHARLOTTESVILLE, VA 22902 ENGINEER. COLLINS ENGINEERING UTILITY PLAN 200 GARRETT ST, SUITE K GRADING PLAN CHARLOTTESVILLE, VA 22902 TAX MAP NO.: 09100-00-00-016CO 09100-00-00-016EO TRAFFIC, NOTES, & DETAILS ZONE. PRD ZONE. PRD PROFFERS DB 4730 PG 296 DB 4571 PG 88 0-30 09100- 00- 00- 016A 0 15 ZONE. • PRD —B _ DB 4571 PG 88 TOTAL PROJECT AREA: A VINI TY ESTA TES 13 09100-00-00-016CO - 2.472 AC. 0-34 09100-00-00-016EO - 4.982 AC. 1 10 09100-00-00-016AO - 4.432 AC. TOTA.i_ 0-122 11.886 AC. TOTAL ZONING. PRD - PLANNED RESIDENTIAL DEVELOPMENT - ZMA 2013-016 WITH PROFFERS TOPOGRAPHY.- SURVEY & TOPOGRAPHY PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED AUGUST, 2013. TOPO FIELD VERIFIED ON JUNE, 201Z DA TUM: NAD 83 FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 5100JC0407D & 5100JC0426D DATED FEBRUARY 4, 2005. STORM WATER MGM T- STORMWA TER FOR AVINITY ESTATES WILL BE HANDLED BY A PROPOSED STORMWATER MANAGEMENT FACILITY JUST UPLAND OF THE EXISTING SWM POND. ADDITIONAL A VINI TY ESTA TES STORMWA TER WILL BE TREA TED BY A SECOND SWM FACILITY AT THE SOUTH OF THE SITE. SWM SHALL MEET ALL STATE REGULATIONS REQUIRED WITH THE DEVELOPMENT. REFERENCE APPROVED WPO -2015-00057 FIRE & RESCUE. AS REQUIRED, ALL FIRE FLOWS WITHIN THE DEVELOPMENT SHALL BE A MINIMUM OF 1000 GPM AT 20 PSI. ADDITIONALLY, FIRE HYDRANTS SHALL BE PROVIDED ALONG THE STREETS FOR FIRE FIRE PREVENTION AT A MAXIMUM SPACING OF 500 FT PER TRA VEL WA Y. PROPOSED USES. ° SINGLE-FAMIL Y A TTA CHED UNI IS & TOWNHOUSE UNI IS SINGLE FAMIL Y A TTACHED UNITS: 51 TOTAL UNITS (A VINI TY ESTA TES) TOWNHOUSE UNI IS. 51 TOTAL UNI IS (A VINI TY ESTA TES) DENSI TY TOTAL NUMBER OF UNITS PROPOSED. 102 UNITS PROPOSED DENSITY- 8.58 UNITS/ACRE MAXIMUM ALLOWABLE UNITS WI THIN A VINI TY ESTATES: 102 UNITS MINIMUM ALLOWABLE UNITS WITHIN AVINITY ESTATES. 60 UNITS SITE AMENITIES. • CLUBHOUSE/PAVILION AREA (1,OQO SF MIN - 1,314 SF PROVIDED) TOT LOT (4,000 SF MIN - 4, 000 SF PROVIDED) DOG PARK (10,000 SF MIN - 10,000 SF PROVIDED) PASSIVE RECREATION AREA (6,000 SF MIN - 20,500 SF PROVIDED) ACTIVE RECREATION GRASS COURTYARD (11,500 SF MIN - 16,550 SF PROVIDED BETWEEN A VINI TY I PHASE N & I V UNI TS) RIGHT-OF-WAY.- 2.37 ACRES OPEN SPACE. 2.41 AC OPEN SPACE (A VINI TY I PLATTED) 3.60 AC OPEN SPACE (A VINI TY ESTA TES) 6.01 / 21.13 AC TOTAL AVINITY I & ESTATES = 28.59" LOIS. • 6.01 ACRES SETBA CKS.• FRONT - 6' MIN (WITH VARIATION SUBMITTED TO THE COUNTY) MIN. 18' FROM FRONT OF GARAGE TO BACK OF SIDEWALK SIDE - 5' MIN REAR - 10' MIN INTERIOR, 20' MIN WHERE LOTS ARE ADJACENT TO THE PROJECT BOUNDARY CLUBHOUSE/PAVILION - 8' MIN FRONT, 5' MIN SIDE, 10 MIN REAR SETBACKS SHALL INCLUDE A 4' FRONT AND REAR ENCROACHMENT OF ALL SETBACKS WITH PORCHES, EAVES, AND OTHER ARCHITECTURAL ELEMENTS OF THE HOMES SETBACKS SHALL ALSO ALLOW UP TO A 1' SIDE YARD ENCROACHMENT FOR ARCHITECTURAL ELEMENTS AND OVERHANDS, PROVIDED THAT THE ENCROACHMENTS ARE FIRE RATED PER BUILDING DEPARTMENT REQUIREMENTS WHEN BUILDING SEPARATION IS REDUCED FROM 10: SETBACKS WERE APPROVED WITH THE BUILDING MODIFICATION WAIVER REQUEST WITH ZMA 2013-016. BUILDING HEIGHT 35' MAXIMUM HEIGHT PARKING. • EACH PROPOSED LOT SHALL PROVIDE OFF-STREET PARKING FOR TWO VEHICLES IN A MINIMUM 18' DEEP DRI VEWA Y AND A GARAGE. ADDI TIONALL Y, ROAD WA YS SHALL ACCOMMODATE OVERFLOW PARKING ON -STREET WITH ON -STREET PARKING BUMPOUTS (3I). TOTAL NUMBER OF UNITS: 102 UNITS TOTAL NUMBER OF OFF-STREET PARKING SPACES PROVIDED: 102 UNITS x 2 SPACES PER UNIT = 204 OFF-STREET PARKING SPACES TOTAL NUMBER OF ON -STREET PARKING SPACES: (1) SPACE PER (4) UNITS REQUIRED: 26 ON -STREET SPACES REQUIRED TOTAL NUMBER OF ON -STREET PARKING SPACES PROVIDED: 31 BUMPOUT SPACES AN ADDITIONAL (10) PARKING SPACES HAVE BEEN PROVIDED AT THE CLUBHOUSE PHASING. • THE PROJECT MAY BE COMPLETED WITH A MAXIMUM OF 4 PHASES AS SHOWN ON THE APPROVED ROAD PLANS (IN CONJUNCTION WITH THE BLOCK PHASING). STREETS.- CURB & GUTTER PRIVATE STREETS THE ACCESS ROADWAY SHALL BE MAINTAINED BY THE HOA. UTILITIES. • SITE SHALL BE SERVED BY PUBLIC WATER AND SEWER CONSTRUCTION TRAFFIC. ALL CONSTRUCTION TRAFFIC FOR THE DEVELOPMENT OF AVINITY ESTATES SHALL ENTER THE SITE FROM THE EXISTING DRIVEWAY AT ROUTE 20. DENSI TY. A VINI TY 1. 107 UNI TS/9.243 AC = 11.58 UNI TS/AC A VINI TY ESTA TES: 102 UNI TS111. 886 AC = 8.58 UNI TS/AC LANDSCAPING. • ALL PROPOSED ROADWAYS SHALL HAVE STREET TREES IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ALL TREES SHALL BE OUTSIDE OF THE ROW WITHIN A 5' WIDE LANDSCAPING AND MAINTENANCE EASEMENT AND ALL STREET TREES SHALL BE MAINTAINED BY THE HOA. LIGHTING. NO OUTDOOR STREET LIGHTING IS PROPOSED AT THIS TIME. THE FINAL SITE PLAN SHALL INCLUDE AN OVERALL OUTDOOR LIGHTING PLAN FOR THE PROJECT. TRAFFIC GENERATION. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL (8TH EDITION) 51 SINGLE FAMILY UNITS (CODE 210) 488 VPD (244 ENTER/244 EXIT) AM PEA K.' 38 VPH (10 EN7ER/28 EXIT) PM PEAK. 52 VPH (32 EN7ER/20 EXIT) 51 TOWNHOME UNITS (CODE 230) 296 VPD (148 ENTER/148 EXIT) AM PEAK: 22 VPH (4 ENTER/18 EXI T) PM PEAK. • 27 VPH (18 ENTER/9 EXI T) TRASH: ALL UNITS SHALL HAVE AN INDIVIDUAL TRASH CONTAINER AND THE HOA SHALL PROVIDE TRASH COLLECTION SERVICES. RESERVOIR WA TERSHED: MOORE'S CREEK WATERSHED AGRICULTURAL -FORESTAL: NONE PLACES OF BURIAL: NONE RETAINING WALL: ALL WALLS AS SHOWN ON THIS PLAN SHEET AND THE GRADING PLAN SHEET SHALL NOT EXCEED 6' IN HEIGHT. AFFORDABLE UNITS: CASH IN LIEU OF AFFORDABLE UNITS WILL BE PROVIDED. AVINITY ESTATES INITIAL SITE PLAN SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA L 1111IM011 i� 0 BLOPK SEE SHEET 2 FOR ADJACENT PROPERTY 11 P/ INFORMATION SHEET LAYOUT SCALE: 1" = 100' NO TES. 1) THIS PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. 2) THIS PROJECT IS NOT LOCATED WITHIN FLOODPLAIN LIMITS, BASED ON FEMA MAP NUMBER 51003C0407D & 51003C0426D ADOPTED FEBRUARY 4, 2005. 3) EACH LOT AS SHOWN HEREON CONTAINS A BUILDING SITE WHICH MEETS THE REQUIREMENTS OF SECTION 4.2.2(b)l (18-520) 4) ALL PROPOSED EASEMENTS SHALL BE DEDICATED TO PUBLIC USE, EXCEPT FOR THE LANDSCAPING EASEMENT, THE EMERGENCY ACCESS EASEMENT, AND THE STORMWA TER MANAGEMENT EASEMENT FOR ACCESS, WHICH SHALL BE MAINTAINED BY THE HOA. 5) STREET TREES SHALL BE PROVIDED ALONG ALL THE PUBLIC STREETS 50' O.C. IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS. kCOLLEGE TO R!�MONN SOUTHERN PARKWAY MILL CREEK LAKE REYNOVIA 0 0 MILL CREEK Gj SOUTH f Ja t) MONTICELLO HIGH SCHOOL J ELEMENTARY SCHOOL I —THIS VICINITY MAP SCALE: 1" = 3000' ROAD PLAN SHEET LIST Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS 3 LAYOUT & LANDSCAPING PLAN 3A LAYOUT & LANDSCAPING PLAN 4 UTILITY PLAN 4A UTILITY PLAN 5 GRADING PLAN 5A GRADING PLAN 6 TRAFFIC, NOTES, & DETAILS 7 PROFFERS TOTAL NUMBER OF PAGES: 10 SHEETS Avinity II Range of Residential Uses Rezoning Allowable Uses Proposed Uses EXI:J'TING CULVERT Single Family Proposed Proposed Single Block i-ownhome Attached/Detached Townhouse Family PROPOSED PAVEMENT (min -max) (min -max) Units Attached/ Detach e A 0-20 0-9 12 5 -�_ 0-30 0-15 15 8 —B _ 0-30 0 -15 14 13 D 0-34 12-32 1 10 25 TOTA.i_ 0-122 12-71 51 51 TOTAL U NITS: 102 1) Within divinity I, a 24 unit condo building is proposed to be eliminated and in its place, a maximum of (8) townhouse units are proposed. 2) The overall density (number of units) for Avinity I shall decrease from 124 units to 106-108 units with the approval of this rezoning. The original proposed condominium building shall be replaced with (6) - (8) townhouse units. 3) The proposed minimum number of units within Avinity II shall be 60 units with a rnaximum number of 102 units. The density shall range between 5 DU/AC and 10 DU/AC. LEGEND ROADS EXI:J'TING CULVERT CUL VERT u 0 DROP INLET & STRUCTURE NO. CUIRB CURB & GUTTER PROPOSED PAVEMENT E,-'- 3A DITCH 6-1 DEPTH OF EC -3A DITCH EC. -2 DITCH d6- DL ,", TH OF EC -2 DITCH EARTH DITCH DRI VE WA Y CUL VERT BENCH MARK CLEARING LIMITS VOOT STANDARD STOP SIGN 200EXISTINGEXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TIB DENOTES TOP OF BOX r the AR-ernarle GoLiowl °�c� �,����1 I)r;Jp��s3orner;i ��e�e��►►���rti r; IMF APPROVALS OATS DEPARTMENT OF COMMUNITY DEVE�QPMENT. ENGINEER INSPECTIONS RB _ DEPARTMENT OF FIRE RESCUE I ALBEMARLE C0LJNTY SERVICE ALJTLIOI�'I Y VIRGINIA DI:PARME T OF TRA SPORT. flON rHEALTH DEPARTMENT SCOTT R. COLLINS;?, U No. 35791 lI'l �0�."S"SIIONAL EGZ z 0 � Q W m o U) Z z J o � ~ N LU N Uj Ce LU d � EXISTING SANITARY SEWER IABANDONED IN PLACE H I0 IIIEXISTING WATERLINE ABANDONED IN PLACE IIIIIEXISTING SANITARY j LLINS, IIISCOTT R. CO IIIEXISTING SWM POND SEWER 0 IIIFOR AVINITY I C-) No. 35791 STING WATERLINE ONAL ANAGED RAR E�X I IJvA It/vvj I.EXISTING M I-scbPE&,TO BE S FAI L TEEPII-P.) IMPACTED TMP 91�15 .66' - - - -------- -- JA SPER L. & MALOE P. - HA YNEs. D.B. 859 P. 143 IIYV Ivv ID, B. 619 P. 368 PLA T II;73 C14 IIvv IIII--------- - I4 C4-. 4 IIIIr? 0 �Lli f ,t ll��.R . , - - IAVIN ITY''I r--4 IL II/V. Ivv. vv I!O Ivv < 77�P ILLC L T IVIN11 `5's IA, IN:� VbN.PROPER' I2 ID., B. w Iw vv IIIIIVv Iui 00 Iin ZD II2 ID.B. 3257 P. '702 ISCOT I16D TUP 91 ITSVILLE- RD. HOLDh S LLC. fVG Nq,; CIO KAPPA SIG, FRA TERNITY L LU D. B.' 55Q P. 608 PLA T IIIII1 J� II7711 IIui II16A2 IIIIIC/0"KAPPA -SIG FRATERNITY II'D TSVILLE RD. HOLDINGS LLC. TmP 91 II$COT B. 3257 P. 702 1080 P. 173 PLA T I fit DA EX /ATERLINE -'EXISTING SANITARY IIIIISTING W N54 ... .......... IIIIL 06' SEWER LU vv 7 (O IIII471.J,-7) 35H IITMP 90 IIIIp W. B. 74 P.11 16 t 21 ID. B. 2108 JAMESR MOSS P. 54� IDA 1556 P, 710 ,473. 2 I L o � �z D � U) w �z n z 0 c to z_ .0 C) � O C) D v- Q O -N Q N CL c C Q O U O Q N N +' O U C p) D Q O X U N 7 N a o , Q Q) a o o � n 's o a, c � T -Y D D E N o Q +• U Y m E O AJ U z o z � � D n o J m J � J _0 O � T C O N +' Q U O C)- > > O - U Q O X N N N a� E O � D O C D C D O E U O n � D a U N O D UN O > N o O Q (n -U 6 C � a � CO I to a o Q Q Q) Q cn iU T � c � D IINOTES: ITH 0 CONTRACTOR'SHALL VERIFY ALL TIE-IN ROAD CONNECTIONS FOR AVINITY ESTATES ROADS TO ANY ROAD AF EXISTING OR UNDER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER OF ANY I�NE IIDISCREPANCIE'S BETWEEN THE EXISTING ROADS AND/OR CURB AND GUTTER AND THE PROPOSED ROADS, ICURB&GUTTER. CONTRACTOR SHALL CONTACT ENGINEER TO INSPECT CURB AND ROADWAY TIE-INS TO ISCOTT R. COLLINS'Z/ EXISTING ROADS, PRIOR TO ANY CONCRETE OR PAVEMENT BEING PLACED. I2 CO NTRACTO RSHAL L VERI FY CU R B E L EVATI 0 N S ADJAC E NT TO TH E SAN ITARY S EWER MAN H 0 LE S TO E N S U RE C-) No. 35791 . THAT MANHOLE TOPS ARE CONSISTENT WITH THE ADJACENT PROPOSED CURB ELEVATIONS. I"Lu 3. CONTRACTO R'S HAL L PROM D E E N G I N E E R S U RVEY WO R KS H E ETS 0 F ALL ROADWAYS, PAR KI N G L OTS, AL L EYS, LLJ IEXTEND 10'`Wfb� TURN LANE MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO INSTALLATION OF CURBING, DRAINAGE, OR UTILITIES Cl) 01VAL AT 2% FROM EXISTING GRADE TO COLLINS ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. COLLINS ENGINEERING ISHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS FOR Tl� GRADt IN WITHIN EX. ROW ICONSTRUCTION. Lu w U) 4. ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE DEDICATED TO ACSA FOR PUBLIC USE. 00 5. 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FHH 'F i —„ �_ T .N t L L r.--- N INF— CflMEINA7lDN1 aERi?Rathd GD 1 AT LOWER SND OF CUTS T CENTER LINE SECTION P,V EL 11 k"NES r I ;r , I I lw,[ e ':;t.4„ .LIAI;. NIA.,liii; _) ' ,._ -. n,.:._{ vim_, -� J _ aa' WA C ``"v`. f° EEI�F. ur PAVEsCNT a - Af -?u3S' COR TREidGH P AQEIENT - OUT _T IPE 5594 HE 'rx TNI' ' f_. A r ",..., F.i-n. EEt..ri,r SLP�'i9C:E 3-GI,RSE mr ;l'GR__' -. .� __— t.,.BMW 11 ,tea K,...ds;L — '- -{. .-, A - W' IIY:'i:'..AL1 'o r�- t V'' r - ..,- SEL-:,: PAA.:,:.ERIA:L. Tt-PE ",',''II 4 y. 1. -- ", 1 At 'c.t,A -<_ ny P'x'F:;.+s E- G: .)S c5) �L_—� b; C=_&'?5 wEE ,.Itis: :G GRAGIAT':."AN. RZY11JURE-ke-Irs PLAN VIEW c, ,;.'(FXI LE ORAINbi.1.., FeALt;L;' --k-D" I_ (PLACEMENT OF CD -I COMBINATION GNDERDRrAtN) OR A CIANT I A, A HA, i' j f .- Pt", © _ . L J^ G _— . BEj, -4E aIh' ,-,VENT ,4e1:.Zc,D-_U[91344-,E f4 AS S 'CSS#a l 3 A < `'r b, ArIL' l;Lt GENERAL NDTES -M£_v I'', i s GLASS UE 114 k:3-,HADA:IL O! :'EF_«2 TUIE.:TE, r''sclLdF E 1 F, . I ,.._ - T_ : I. uAl - u 'A2.t Y [Nifi'`?b1 4k s "It. ';;v DFkGEiatN. dN -- - C f3F L.,C,c.-_ A. .`,_ .OAYT lY :+cV a_.-, t_�ASE 14*:) SLAEGRAD_ NeE's ABL< £,2. "Mi-tt' SI:.yLE :} FEL4:E `i- SUI', T',A{;{;P +}.A.*,'c Anka 'i,4N-I',NLY EVV+L iAr11W,'O. ;Gn E`l.jZJFF', r,':7MVP'!"d.,j'.5.. r' -,hr ICN-PLR€ORATECI O'1JTLET PIPE Z; E'FJTLZT PIPE SIN KGISAT ,HE EDGE, ,hr RAbc. LAN4 V it£IT IVAL_ BE rL,,VUl, C114. ARADE r'ARA1 A; T'= E �,a.EErr SDIE' 2 y vH-,3 ": CEE}IR.AISLFd a;I!ADE. . -fWTl[ P C£C. R�1�G s' 7671 1, (I{ .`Yu &NO LI a LTI A1Gi I:id l 4' SE„ O JTQ PI. . ' iYntGE _4 I1 OY T OF niRL GJ i FL' #� �U C"dP. 3IL Cs . k' 0a. t:h�E ER n T]D' ^Mt W.x-}?.: M yG7_v .k tS ., .IC I. WALL rP=:' ,I[t,# :', _- 5, rN 9upM ! 0,A i7 .Et IPVS [RFNCO :0 CiF Ef ?.:R F.t€ ikk P.AvkiatMCI AA:Et- mcloTil WAIL PC 1 7v -SI t€'F(3r; ?G .'SI 3KAX 'Ar r-_F'I PCl, f.U54 ,M CNIV. 5. -,tI T c V Tlt;?J - CIU I INC. ST G. T PIPE Ev A k41=,n@a M 3r V' O Ar,3C'vE -III l:.' p-ICEViNCI DRAAALE C+=C'id .,,t S„ DTII¢.... itl.'.,.-1 CL '�','r1111 7.. A,. 'TNNF(^fl)f I[- .'A Anti M- *11`r.riR MI5 FOR CIJ-=L£i PIPE WE' 'tQ K VIAL. th ICKf.'#<iS IF1N: Ec.v:e: %F C: T I.. AV7 ('LNLiIT A, S19..NG-P,s,� TLIF Czl. tT ,- 34X?( „3:EP .ACnGRDD4 -C;. ASTM ?.20 A' ',C DFFt rCT,L:N- s, LI I ET T'"°`. i': BE '3Fs: wa; _r .c::'•,tNF r,:t _.? -;f) _W ,cCr:? ri T'iER ORA#K.M.a STMDAA,RD COMBINATI�il"� �IVdERDRAi�I PTI «_A -1T: -f� 'xr_MCE *} 1-C, { LQR END #i,.i S.>i!(AT r-7Us ViPA,,3 i'4?, E PAPTLlENT C^ TF,ATN5^r0R7,r7ICAN TF," L±-2_ T FORFORPA OEFTTE P€PE - ,� SUaGEMENT € TCP OF ID ,,. -' roe OF FILL _____ w _ 12 - ATXAI, UF�PfIRAdJ " @:,i, (TYPICAL) i'E.-1 R U4E - - C✓JAI'E- _.. - FILL I I .._..... MGE OF PAVEMENT 11 I i ° ow TRAVEL LABS COMBINATIONiiIVERDRANN —2 CMU FILLS , c CENTER LIPS SECTION I I t P LWITH TYPE TSELECT MATERIALS EDGE: OF PAVEMMT LINE TRENCH I PLACEMENT& if TOE of ALL -.¢—PAVEMENT SURFACE E BASE Y FOR n p a a @, +a as aD ..,C-•- 3ESS11IS£ FlaT PIPE aQog.+e-•m®•Tsn FEY MATERM TYPE s OR PLAN YEW SHOWING PLACEMENT OF 'CD -2 UNOERDRAIN ACOREGATEI #8 AGGREGATE: OR CRUSHED `.i.,. GLASS MEETS to GHM,kTM REQUW_W,,h". Lr NON -PERFORATED OUTLET PIPE OR CRL*HK STWWH TYPE OF PM -.T ° NEW M4WTENrW. F, NOM. DI SWOOTH ,MALL PVC .103 0.153 I 70 PS, lEif1 70 P9i if*XE .ri--• PAVEMIENF SURFACE & BASE SMOOTH WALL PE Ilf a ar a a a c, a a - a ,-.gF— 51,18BA,SE CR CEMENT' STABI ;IM SASE rt�l- "�'— Z51[CT MATERIAL TYPE 4R SCRADE �-.n .n .. sT o 1 ,, c =c. a LCENENT` Cot LIME'. STABILIZED)a '" ILLI,, 34 WALL iTlCKIEM (MNP ^ MACK5 457 AGGREGATE, #8 AG GATE OR CRUSHED )(MM TESTER ACCAifMG TO ASTM U-2412 AT 52 DEFLECT,CN#, GEOTEXTI_E CLASS MEETING #3 GRAVAT?UN RE MENTS- DRAM AM FAM r__ C�EN+IERAL NOTES i. TFIIRDA SH&L 13E FILLED 'OATH AGrGRLVATE RNID THROt'ADFR.Y HAND TA PED TO Is m CC AC?`x ss, ?ePf40Af,F€ SLAT •'^PAVEMENT' 2` SHALL ACPIPE ED FIN A GGINRACIE PARALT TW LEL Q THETHE tRAVEL LNE24OULLOM SLOPE 2 XT IK IN. DCSf 4XE1 GRAM 00-2SIBSBASF 3. ON CUM AND GUTTER SECTt4f:'S W CRE IT IS ' TO OTHERWISE PHDVIDE T, ARE TO BE LIXAM SO AS TO ORM WTO CROP CE)- - 5'-t1. - WETS aR 3MMUNDIERORMM CAVE BASE WATEFIk TYPE: - A. ON LEVATEU S'ECl'tC1RS T�1 IS TO DHOER DETKYE PAYDIENT A:EA 3'-tl 512E K. 218 ,8" LAK E'EPTHL '111 OUTLET P'.1 11 LDW lI OFR,Y, S. INVERT ELEVAT" AT 441TL€T fes, O,JTtET P#�E TIF BEA OF T-0" FIVE 14VffRT ELEYA'fffk'F OF TECIIT"ik� L>EiAX+IAOE 1%TETi Ctli STkii T'I,ME. PLACEMENT OF CO -2 DRAIN AT tW X.L. 00"CTiCN'1S (ELBOWS. WYES, ETQd wET!#4V PAT LEM17S FOR WTEE;T PIK ARE TO BROGE APPROACH SLABS BE OF THE SAME CRUS*40 STRENGTH AS THE OUTLET PIPE. 7, OUTLET PIPE TQ K $91CURT.LY PDOINIEVVED TO EW-12OF DTHFR DRANW E STRUCTURE. SIPECMICATICIN STANDARD COMBIlI VATION LINDERDRAIR (AST GRADE SAGS MD BRIDGE APPROACHES) 232 1 YfWW DVAR'TMOT OF TRAIRSKMATOR '108.48 ALBEMARLE COUNTY FINAL PLAN GENERAL N0 TES GENERAL WA TER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL a FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO—LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ,_ J I S I'_iE 3 :: _ - i I/ ,- E 1f., L ... I1 wi -'`11 I iI I I MIXE " -111111 r sc .k 1/�% til, i I 1 , 1 E ... ... t f ___ _.... I i i _— _t _ I I: 1 .. ....... ... ...... _ I .- ...... " t 1! It 4 r <: . I I I ! ;f i 11.:. { : r1. .. I'; 7 i F V I.. t I r' :- i I n i I '�1 -'.' 1 I . � , '::., t <. . 1x 1'_ < r I %' S i., , is I F, _ ,.I x . , a - .„ - .LiP-I,f I • , t„ i ... , C ,.. I . , . ' TYPIC -AL SEWER PIPE F I F{ T' A I I A T F 1-1 h 1 i A I " Y^., - N 1; `"' I I STEEL BOLLARD DETAIL (OR EQUIVALENT) M=U lk. cl I PLATE in 1510 ASPIA A.;LT CONDITION �6` DOMED POLLARD CAP; F.P:1"d. & V:ACHINED SMOOTH - 025" DEEP REVEAL FOR REFLECTIVE TAPE - APPLY REFLECTIVE TAPE IN C'ROLOVE BEFORE INSTALLING IN GROUND, RE!=LECT1"VE TAPE , 3M lCOTCAILITE DIANMONO GR .DE SERIES 981, 3VHITE U SCH. 4-10 #-FIFE (6.1525„DJ KNOX 8 COMP=ATIBLE LOCK PAVERS E ��” t V R OR ( B- 0. PAVED SURFACE � CONDITION ,._._EASE ROCK m __15" 0 x 15°" DEEP CONCRETE FOUNDATION. USE CORE: GRILL, TO cur AND REMOWE ~.,iRCUI.AR AREA OF E,hIS.TIhiO PAI';r"isN,lia 18'd ---(3) .5/8" J—BOL,IS 12' LONG __.._- _......_ _ __. ____ -- _.. N 1 - i . ' Ct,_I .. ! I . II. .. . d - x . :.,I r. C T<r ,ti ,. 'ii - i t :� EI F::_'? k R, (I, T A I i,I 1 I _ _.. ___ ; _____A, f,. r SECTION CTION & a I `, `---.. I.z.-_-__—is 1, _.- -. it I` __ _ - t' 1--- :,�( 1 ..,a#d''� i,t'' t r ..... --- I PLAN 'r­mF_ V: f, SL h aAE._1% SI'_F\ I4..1"�LLA. I I.R%.'�I I L;�,i ll.0 li..}Ftl '. _ _._____. _...�_ ___,_ ............. I SL -t #5 NAP'S a 9" C•C TYR. r#5 BMs q # &"' C -C TIP. { , 1 I ! i f I �. I �G GASTER *71 —1� j� �_�_ _�-L+ —A i I I I� I_ _ r I T I I I I I I T I �I TTT—.. j. `.' FLAN " SA&UC TRIC Ess VMIES PLAN ..�.,, *-•el -.,.. ..�.... - —.a -LASS hT CONCACIE --CLASS AT COICRETE SECTION A -A NoaEs= SECTION B -B t. THE STANDARD SAFETY SLAB 'SL -DIS TO BE USED ONLY WHEN SPV,CVfD M THE PLANS ON I'HE DRAINAGE 6LMACMRY SBFT NNDIOR TPE DRAINAGE DE-oCRIPTKKNC FOR MANHOLES. ,flMFION 6GxE5. AND DROP INLET; WITH HEIGHTS GREATER THM 12 FEET. PHE 9CACWt; OF ADVMENT SAFETY SLABS SRALL BE 8' 70 12' WITH NO SAFE TY SLAB LOCATEII WITHIN 6 FEET OF THE IOP OR BOTTOM Of THE S ITICILRE. 'SAFETY SLAPS SHALL NOT BE LOCATED BELOW ANY FB.EY PIPE OF :SP" DAIOETER OR GREATER. COST T 1 IOAST TI PLACE N. 2. THE COST df THE SY.._I 13 'NCLIT.£D IN ,HE ,DST GF THE STRLIC LRE. 5£E DRAWINGS OR vLN }HER DErA Ls 3, 3G:ESS EPE7IR195 Y,?E T4 LK 5TAG4E.R'EP FROM 4th SITE 4F STRUCT4RE TO ?? OTHER W>$RE APPUCABCE, STEPS ARE TO BE STAGGERED ACCORDINGLY, Tit �f��l M all C -C TYR 4, SAFETY SLAB MAY BE CAST -IN-PLACE OR PICAS:. CAST -N -PLACE CONCRETE T4 BE _ GO M fXOAT '''SII, I I�CA,ST GO CRETE' 15 TO br M {4090 PSI}, REWOKIN STEEL TO 8E IN :ACCORDANCE TAT M9gfib N3?, .�" T W TH Y 8 WHEN STRV't VEE $1 €5 S. ACCESS QPENNGS MAY BE 3O" OUML ER OR 3Q' SOUAWE. LESS N#Ne 34" THE ACCESS OPENING ,HALL B€ RECTANGULAR fSTRUCTER?E W€ACM 6Y' sO^ LaNc1. TYPICAL PRECAST UNIT '�'4+CK 1S4EFE RENEE ROAD AND BRIP4E STANDARDS TYPICAL. CUNCRETE SAFETY t#,SLAB FOR /yy,WDROP INLETS, REa"DAT" SHEET I OF 1 I REVISION DATE ��'N *`-'LI_� ANV .rT Gil€N [74J,A EJ 1302 10614 1 VRMAA DEPARTMENT OF rRAId5PORTAT,ON IT COVER LIFT NOTCH 12 3/89 (:WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"—l" METERS) NTS FIG. W-7 TD -10 E �CO M L `I E CO m CO u �--^ �E o', M -_D GO w I GO O m p r- I I _JL O J U y. J O O Eo �Y E U3 U_ E U N d v O U vW I \ \ j _ O 0 u t1 ¢E¢Y IE DEIN O Ql-o�OCR Y 't E LO Cr O t0 N NT KIJ " Q 0 N c E W '—' „1 (D LLE w a u o w d> 0 0 a o E l �s o ITG% _ 7 11 d') E00 = E E E IG CN E v�U r _x _ nU 1 u E —n� �E co �, Z C , E `n � O0 DO Q FT _? -s a ¢ a CJ ED �, o — o ,—, F- E. - E N E: v E o f nN o f W " rn, \ P, [ted ,, u N 0 u n 6t , N N , <'L BE EL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 sNc a OUR I AfiGfiEGATE LMER >I_ S YJBCXEATBATELAEE s,sR LONGITUDINAL PERFORATED PIPE u @' CRUSWNG' atkENGTN (It("ll,J *0LILJf_'j .J!%)N tIA;AI-LPs!AL_ I;C.CIlF Pl+UNDAII N i``,ATL-I;I!'A.L 3A W.T. d"N0M_pfAArETEf2 SMOOTH. WALL PYC X05 C{NiRUtFAFEDFE Ah41TQ M-2$2 r`i . . j . ,. ,, Lr t 3 1 F, V t°ld b .. 1 I -. ' a .. 1-; `i 3 fJ t i { _ .. It1 i. !.. t ., i -.. i d _ , . 3 t It .. _ t -, .. _._ f I''+ i - T:. , - . i 111� irlr<, �rrl Irl P}I_}�>rsr cflL Paryli lx c.�-i arll.r, I l,,r, s ::'' / ., .;\�,: 1 k:• Zy .fir _ _eti ...r.. :;T a,;d jy t'`/', 'r+t: r,ir'�". I,< vY a` .:,! f „� Ii I ¢ :;4 i ^i .<. , .. .. 1`.r 0 lig f ;i 9 1 's" jNI ,:c _ .. , J _ .Ii.! Tl r - t ...,'� t _ Y i' i' ,. I' 4 .,d _ I i. , I I ,, i i I I N F. I... _ iI.11I. - ,'... ... i" I I1,' [' FA ,_ _ -: FIW it , -'.. 1.. ;-31,-,''t'! I- Fr _._ f`! {ir:2_ r_;.. Lr,Ll E ._.ii_` _, r1- . E IN -iL I RE1Li4_: ;. DUCTILE I1\OtV WATER PIPE INSTALLATION & BEDDING r' t , __.._- _......_ _ __. ____ -- _.. N 1 - i . ' Ct,_I .. ! I . II. .. . d - x . :.,I r. C T<r ,ti ,. 'ii - i t :� EI F::_'? k R, (I, T A I i,I 1 I _ _.. ___ ; _____A, f,. r SECTION CTION & a I `, `---.. I.z.-_-__—is 1, _.- -. it I` __ _ - t' 1--- :,�( 1 ..,a#d''� i,t'' t r ..... --- I PLAN 'r­mF_ V: f, SL h aAE._1% SI'_F\ I4..1"�LLA. I I.R%.'�I I L;�,i ll.0 li..}Ftl '. _ _._____. _...�_ ___,_ ............. I SL -t #5 NAP'S a 9" C•C TYR. r#5 BMs q # &"' C -C TIP. { , 1 I ! i f I �. I �G GASTER *71 —1� j� �_�_ _�-L+ —A i I I I� I_ _ r I T I I I I I I T I �I TTT—.. j. `.' FLAN " SA&UC TRIC Ess VMIES PLAN ..�.,, *-•el -.,.. ..�.... - —.a -LASS hT CONCACIE --CLASS AT COICRETE SECTION A -A NoaEs= SECTION B -B t. THE STANDARD SAFETY SLAB 'SL -DIS TO BE USED ONLY WHEN SPV,CVfD M THE PLANS ON I'HE DRAINAGE 6LMACMRY SBFT NNDIOR TPE DRAINAGE DE-oCRIPTKKNC FOR MANHOLES. ,flMFION 6GxE5. AND DROP INLET; WITH HEIGHTS GREATER THM 12 FEET. PHE 9CACWt; OF ADVMENT SAFETY SLABS SRALL BE 8' 70 12' WITH NO SAFE TY SLAB LOCATEII WITHIN 6 FEET OF THE IOP OR BOTTOM Of THE S ITICILRE. 'SAFETY SLAPS SHALL NOT BE LOCATED BELOW ANY FB.EY PIPE OF :SP" DAIOETER OR GREATER. COST T 1 IOAST TI PLACE N. 2. THE COST df THE SY.._I 13 'NCLIT.£D IN ,HE ,DST GF THE STRLIC LRE. 5£E DRAWINGS OR vLN }HER DErA Ls 3, 3G:ESS EPE7IR195 Y,?E T4 LK 5TAG4E.R'EP FROM 4th SITE 4F STRUCT4RE TO ?? OTHER W>$RE APPUCABCE, STEPS ARE TO BE STAGGERED ACCORDINGLY, Tit �f��l M all C -C TYR 4, SAFETY SLAB MAY BE CAST -IN-PLACE OR PICAS:. CAST -N -PLACE CONCRETE T4 BE _ GO M fXOAT '''SII, I I�CA,ST GO CRETE' 15 TO br M {4090 PSI}, REWOKIN STEEL TO 8E IN :ACCORDANCE TAT M9gfib N3?, .�" T W TH Y 8 WHEN STRV't VEE $1 €5 S. ACCESS QPENNGS MAY BE 3O" OUML ER OR 3Q' SOUAWE. LESS N#Ne 34" THE ACCESS OPENING ,HALL B€ RECTANGULAR fSTRUCTER?E W€ACM 6Y' sO^ LaNc1. TYPICAL PRECAST UNIT '�'4+CK 1S4EFE RENEE ROAD AND BRIP4E STANDARDS TYPICAL. CUNCRETE SAFETY t#,SLAB FOR /yy,WDROP INLETS, REa"DAT" SHEET I OF 1 I REVISION DATE ��'N *`-'LI_� ANV .rT Gil€N [74J,A EJ 1302 10614 1 VRMAA DEPARTMENT OF rRAId5PORTAT,ON IT COVER LIFT NOTCH 12 3/89 (:WATER CAST IRON LID NOTES: (1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"—l" METERS) NTS FIG. W-7 TD -10 E �CO M L `I E CO m CO u �--^ �E o', M -_D GO w I GO O m p r- I I _JL O J U y. J O O Eo �Y E U3 U_ E U N d v O U vW I \ \ j _ O 0 u t1 ¢E¢Y IE DEIN O Ql-o�OCR Y 't E LO Cr O t0 N NT KIJ " Q 0 N c E W '—' „1 (D LLE w a u o w d> 0 0 a o E l �s o ITG% _ 7 11 d') E00 = E E E IG CN E v�U r _x _ nU 1 u E —n� �E co �, Z C , E `n � O0 DO Q FT _? -s a ¢ a CJ ED �, o — o ,—, F- E. - E N E: v E o f nN o f W " rn, \ P, [ted ,, u N 0 u n 6t , N N , <'L BE EL TYPICAL MANHOLE FRAME & COVER N.T.S FIG S -I -D TD -25 sNc a OUR I AfiGfiEGATE LMER >I_ S YJBCXEATBATELAEE s,sR LONGITUDINAL PERFORATED PIPE u @' 5m NOTE 7-: CLASS MEETINGE'#8 CIRMAATIQN REQUIREAEENT, NON -PERFORATED OUTLET PIPE FOR USE -a^ Ta^ CINDER COMMERCIAL ENTRANCES AND FOR OUTLETS FYI FSE ORUSMNG STRENGTH tEFKvE � P-�SPI()E1��iR4 %'b�.T F" NOR. lN0.vEi£R PAVED Sf fOULDER SECTION SND'_ OF L t ac .7D8 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE Te Fs: xxx LINCERDRAN SHALL BE CENTERER UNDER CILES AND GUTTER. H WILL DICKPESS tRR'R - INCHES G64Y.xTAE' ORaNA¢EFA@RS£ - _ 3F 1f:'E TES?k, ACCORDING TO ASTM 0-244£ AT 5% PFFLI=CIiaN, . 'OVERLAP 1.01, AT TOVA_ paWN GRADE STA642EA PAYEI,EMT' 'EP SH4S4R.OER —T. OPEN GRACED 0G;p IXtAA,'1lDi'. LAYER SSE NDTE $ t'S1N-FEREURA?Edi GORHAM LAYER : . "N LINE PAkvyw T PIPE -Y CGNECCTGN S GIlAbi • r'.. , ^TLET PIPE - =1 1'=-'- _ — Tu NOTE i y 0' -.-ES 157 AGGREGATE, A8 AGGREGATE DR CRVSNED '`-@ NPE 5T'b. Lll-4 EE:•O.- Cd.As3 MEET O #9 GRAD euNt RtULiREMENT- — �` 'D -ST, llD-t REO'D. CURB ANCJ GUTTER SECTION ��f (FCR USE WITH STABILIZES OPEN -GRADED DRAINAGE LAYER) ,s PAVEI:IEI . 0 NOTES` EE EP I a 1. 4" WXNIIAUM, PROVIDES ATTAINING MINRUM 4. OF AGGREGATE ON TIP OF PIPE EDGEDRAINs 1N GORE AREAS 2, WHEN THE LCHOAHEMi PIPE COMIECTS DRECTLY :INTO A DRA&ilA(a'E STRUCI RE iC99P INLET, WNTICLE. LILL NON-PETfVRATED L3TUT. PIPET ME NOT REG41EiED, 3. INVERT A$G`7T WYEERTTEELLEVATILMIAT OUTLET OFRE#CCEEIVINGOF 4UTLET DRAINAGEPE TO BE A W,CH OR ST� OF i._s.r 4, KL CC"TA CnDNS ZURDWS, WYES, ETC.; ri RIM PAY LUTS FOR. UUTTAT PIPE — — Af� TO HE OF THE SAM£ ERUTHHYG STRENGTH AS TY£ OUTLET PIPE_ CCMMET{CIAL SDE'WALK OR G. OUTLET PIPES ARE TO 8E INSTALLED CH 28. UN. I3 DESIRABLE)' GRADE AND FERFORATED EATRANCE UNPAVED SPACE LOCATED EVERY 36a0'MAXWO N OF AS NOTED 9N PLANS. ONTERDRAIN PF'E - PERFORATED &. SUT T EE TO RE SECiE3ElY CONNECTEDTO EW -1 CC, OrTFKF: pRAINAGE AGGREGATE WIT TRENCH LPA RDRAIN RUCTURE,-- $, UTILIZED THE LIEU OF PERFORATED, FL EPtxrZM10E,NON -PERFORAFEIX PIPE SHALT BE - UTILIcEQ iN LEU OF" PERFnQATED PIPE. - --' AfWNL,NF kBAfjWpY G. THE LENGTH 4F PIPE �TWEEN lT# WYE C4MNECTiCM WW THE EW -12 SHALL BE STD. CLWH LA#TEi} TO NO MOOD TMA,L 1'-O" T7 PERMIT C.PNt7RA #LFECTiON OF THE MAIN LIQ 5 GOITER 4,4W RPFWuN T NTN€ E34ATS 4E STE', CUTS IN EidN£R DIREGTIEN. OaMUERClAL MTRANCE GKA� EETURNS $ COTTER W#.L BT NQN PERFGh"A3€4 PIPE. 9. H SITUAi,,NE WEEN FALL TaEPT4i O EN. NC, /J,AGGR'GATE4 AIA L OF CAMNQr BE ER 0-iNEB IAMB CURB AND GUTTER, NG, 21B AGGREGATE SMA.L 8E USET) UNDER I AG AND i,GF?CR-. No. Z7B AGGREGATE MAY ALSO 9E VSEp EREb1 TOP OF STABILxED OPEN -GRADED FAATEkW. LAYER AND CURB AND wJTTER. - STIFICATIGW I '�* VrC)ITT REFER0NCE STANDARD PAVEMENT EDCEi RAIN ROAD AND BROGE STANDARUG 258 nVSfON DATE SHEET 2 =-- 2 5501 V44G k A DERMTMENT ',JF TRATSPORTARON 7134 104.fl7 A ":. I a r. (11 I ,. r,, _il I_ JT. . 3.'_, x. L, , CRUSWNG' atkENGTN TYPE tiI' PIPE 3A W.T. d"N0M_pfAArETEf2 SMOOTH. WALL PYC X05 C{NiRUtFAFEDFE Ah41TQ M-2$2 5m NOTE 7-: CLASS MEETINGE'#8 CIRMAATIQN REQUIREAEENT, NON -PERFORATED OUTLET PIPE FOR USE -a^ Ta^ CINDER COMMERCIAL ENTRANCES AND FOR OUTLETS FYI FSE ORUSMNG STRENGTH tEFKvE � P-�SPI()E1��iR4 %'b�.T F" NOR. lN0.vEi£R PAVED Sf fOULDER SECTION SND'_ OF L t ac .7D8 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE Te Fs: xxx LINCERDRAN SHALL BE CENTERER UNDER CILES AND GUTTER. H WILL DICKPESS tRR'R - INCHES G64Y.xTAE' ORaNA¢EFA@RS£ - _ 3F 1f:'E TES?k, ACCORDING TO ASTM 0-244£ AT 5% PFFLI=CIiaN, . 'OVERLAP 1.01, AT TOVA_ paWN GRADE STA642EA PAYEI,EMT' 'EP SH4S4R.OER —T. OPEN GRACED 0G;p IXtAA,'1lDi'. LAYER SSE NDTE $ t'S1N-FEREURA?Edi GORHAM LAYER : . "N LINE PAkvyw T PIPE -Y CGNECCTGN S GIlAbi • r'.. , ^TLET PIPE - =1 1'=-'- _ — Tu NOTE i y 0' -.-ES 157 AGGREGATE, A8 AGGREGATE DR CRVSNED '`-@ NPE 5T'b. Lll-4 EE:•O.- Cd.As3 MEET O #9 GRAD euNt RtULiREMENT- — �` 'D -ST, llD-t REO'D. CURB ANCJ GUTTER SECTION ��f (FCR USE WITH STABILIZES OPEN -GRADED DRAINAGE LAYER) ,s PAVEI:IEI . 0 NOTES` EE EP I a 1. 4" WXNIIAUM, PROVIDES ATTAINING MINRUM 4. OF AGGREGATE ON TIP OF PIPE EDGEDRAINs 1N GORE AREAS 2, WHEN THE LCHOAHEMi PIPE COMIECTS DRECTLY :INTO A DRA&ilA(a'E STRUCI RE iC99P INLET, WNTICLE. LILL NON-PETfVRATED L3TUT. PIPET ME NOT REG41EiED, 3. INVERT A$G`7T WYEERTTEELLEVATILMIAT OUTLET OFRE#CCEEIVINGOF 4UTLET DRAINAGEPE TO BE A W,CH OR ST� OF i._s.r 4, KL CC"TA CnDNS ZURDWS, WYES, ETC.; ri RIM PAY LUTS FOR. UUTTAT PIPE — — Af� TO HE OF THE SAM£ ERUTHHYG STRENGTH AS TY£ OUTLET PIPE_ CCMMET{CIAL SDE'WALK OR G. OUTLET PIPES ARE TO 8E INSTALLED CH 28. UN. I3 DESIRABLE)' GRADE AND FERFORATED EATRANCE UNPAVED SPACE LOCATED EVERY 36a0'MAXWO N OF AS NOTED 9N PLANS. ONTERDRAIN PF'E - PERFORATED &. SUT T EE TO RE SECiE3ElY CONNECTEDTO EW -1 CC, OrTFKF: pRAINAGE AGGREGATE WIT TRENCH LPA RDRAIN RUCTURE,-- $, UTILIZED THE LIEU OF PERFORATED, FL EPtxrZM10E,NON -PERFORAFEIX PIPE SHALT BE - UTILIcEQ iN LEU OF" PERFnQATED PIPE. - --' AfWNL,NF kBAfjWpY G. THE LENGTH 4F PIPE �TWEEN lT# WYE C4MNECTiCM WW THE EW -12 SHALL BE STD. CLWH LA#TEi} TO NO MOOD TMA,L 1'-O" T7 PERMIT C.PNt7RA #LFECTiON OF THE MAIN LIQ 5 GOITER 4,4W RPFWuN T NTN€ E34ATS 4E STE', CUTS IN EidN£R DIREGTIEN. OaMUERClAL MTRANCE GKA� EETURNS $ COTTER W#.L BT NQN PERFGh"A3€4 PIPE. 9. H SITUAi,,NE WEEN FALL TaEPT4i O EN. NC, /J,AGGR'GATE4 AIA L OF CAMNQr BE ER 0-iNEB IAMB CURB AND GUTTER, NG, 21B AGGREGATE SMA.L 8E USET) UNDER I AG AND i,GF?CR-. No. Z7B AGGREGATE MAY ALSO 9E VSEp EREb1 TOP OF STABILxED OPEN -GRADED FAATEkW. LAYER AND CURB AND wJTTER. - STIFICATIGW I '�* VrC)ITT REFER0NCE STANDARD PAVEMENT EDCEi RAIN ROAD AND BROGE STANDARUG 258 nVSfON DATE SHEET 2 =-- 2 5501 V44G k A DERMTMENT ',JF TRATSPORTARON 7134 104.fl7 A ":. I a r. (11 I ,. r,, _il I_ JT. . 3.'_, x. L, , I 11 a y . �� tr1` ,T: " , r ._ _ t - r /.; i d. ` I .. .. - Lf.'. 1.. _-may , t :' 1_. :-',. 1'% .. { :� J' t I! I 1 I: - , a .T ; _A% • _ , .; ._`� I l Ifs iC. t r.ir:' b, Li"E( I ti ,I Ir)"€E rl :.r�_ { - 1 u r ,.ITE. , 1 ,9( it 1 (I:.:JI .ri ..;.I':^; 1'-'''i1. S-',� Iota,( i',':,'1. : i':', i, �! .'t., .... . FIF; f L „+'. hl,i , ;NL!. , I ., r:, , r , , i ,;...t.. `' v: t L _ ,., _ _ _ r'.! n .. 1-7 t ., �, I l , 1 'I_ f} . f -1 ,'FU ,D.i Y . TYPIC �,L EIDE H` DR,ANT r`-`ASSENIIBL`a DETAIL I-C%!,T`r '.II 4i-." MALL PILL-�rlll'LFI''S 'PPR'., T, cQ_lJ\L t IT U _]_______=, I' V_I_L j,htilL_t 1'•IOTC 11 SA-1,SHALL 6E !SED II pVi FIFE. 1/4 FIEF], rr FIF REQUIRED) -1' U c i[l f_FT-HED D -III LEE 4U_Y r­—LiLITFIAL SEF0-'E' Olk I'I''ll-.E�IULNr:Al_ .IL RE rl 3i fi:1:'_E P'.7E ftJl_IpLI."Fart R.P. USE N J_T G .,IPl - NEr,l E f 11 i LI '_4. DEN -,,L SER,,-[ VH'_RE MI PR:GATI', ri ETER S I,l)[ I'Y" II—Vi—El, ?,,T IRJII IID 1111111111 rGl Alir aLTER -OPPErISETTER ,1L I E:; A� E.iAFY TYPICAL SERVICE LATERAL INSTALLATION TD -14 44 ` �� / v �� 1 � SCOTT R. COLLINSI� ) No. 35791 11- 116p �� t NAL � l 1-11111 " t ,, 1 F, V t°ld b I 11 a y . �� tr1` ,T: " , r ._ _ t - r /.; i d. ` I .. .. - Lf.'. 1.. _-may , t :' 1_. :-',. 1'% .. { :� J' t I! I 1 I: - , a .T ; _A% • _ , .; ._`� I l Ifs iC. t r.ir:' b, Li"E( I ti ,I Ir)"€E rl :.r�_ { - 1 u r ,.ITE. , 1 ,9( it 1 (I:.:JI .ri ..;.I':^; 1'-'''i1. S-',� Iota,( i',':,'1. : i':', i, �! .'t., .... . FIF; f L „+'. hl,i , ;NL!. , I ., r:, , r , , i ,;...t.. `' v: t L _ ,., _ _ _ r'.! n .. 1-7 t ., �, I l , 1 'I_ f} . f -1 ,'FU ,D.i Y . TYPIC �,L EIDE H` DR,ANT r`-`ASSENIIBL`a DETAIL I-C%!,T`r '.II 4i-." MALL PILL-�rlll'LFI''S 'PPR'., T, cQ_lJ\L t IT U _]_______=, I' V_I_L j,htilL_t 1'•IOTC 11 SA-1,SHALL 6E !SED II pVi FIFE. 1/4 FIEF], rr FIF REQUIRED) -1' U c i[l f_FT-HED D -III LEE 4U_Y r­—LiLITFIAL SEF0-'E' Olk I'I''ll-.E�IULNr:Al_ .IL RE rl 3i fi:1:'_E P'.7E ftJl_IpLI."Fart R.P. USE N J_T G .,IPl - NEr,l E f 11 i LI '_4. DEN -,,L SER,,-[ VH'_RE MI PR:GATI', ri ETER S I,l)[ I'Y" II—Vi—El, ?,,T IRJII IID 1111111111 rGl Alir aLTER -OPPErISETTER ,1L I E:; A� E.iAFY TYPICAL SERVICE LATERAL INSTALLATION TD -14 44 ` �� / v �� 1 � SCOTT R. COLLINSI� ) No. 35791 11- 116p �� t NAL � Alignment: Access -Road Description: Tangent Data Description PT Station Northing Easting Start: 10+11.637 -38855621.368 -114827322.936 End: 10+31.089 -38855605.396 -114827311.834 Tangent Data Parameter Value Parameter Value Length: 19.452 Course: N 34° 48'02.4402" 2.4402" E Curve Point Data Description Station Northing Easting PC: 10+31.089 -38855605.396 -114827311.834 RP: -38855639.639-114827262.565 PCC: 10+73.179 -38855581.685 -114827278.101 Circular Curve Data Parameter Value Parameter Value Delta: 40° 11'33.7328" Type: RIGHT Radius: 60.000 Length: 42.090 Tangent: 21.953 Mid -Ord: 3.653 External: 3.890 Chord: 41.232 Course: N 54° 53'49.3065" E Curve Point Data Description Station Northing Easting PCC: 10+73.179 -38855581.685 -114827278.101 RP: -38855484.999 -114827304.020 PT: 11+45.138 -38855540.691 -114827220.843 Circular Curve Data Parameter Value Parameter Value Delta: 41 ° 11' 18.7550" Type: LEFT Radius: 100.100 Length: 71.959 Tangent: 37.614 Mid -Ord: 6.397 External: 6.834 Chord: 70.420 Course: N 54° 23'56.7957" E Tangent Data Description PT Station Northing Easting Start: 11+45.138 -38855540.691 -114827220.843 End: 11+55.929 -38855531.725 -114827214.840 Tangent Data Parameter Value Parameter Value Length: 10.791 Course: N 33° 48' 17.4181" E Curve Point Data Description Station Northing Easting PC: 11+55.929 -38855531.725 -114827214.840 RP: -38855559.543 -114827173.293 PT: 12+17.699 -38855511.155 -114827160.700 Circular Curve Data Parameter Value Parameter Value Delta: 70° 46'57.4649" Type: RIGHT Radius: 50.000 Length: 61169 Tangent: 35.522 Mid -Ord: 9.239 External: 11.333 Chord: 57.916 Course: N 69° 11' 46.1505" E Tangent Data Description PT Station Northing Easting Start: 12+17.699 -38855511.155 -114827160.700 End: 13+15.523 -38855535.792 -114827066.029 Tangent Data Parameter Value Parameter Value Length: 97.824 Course: S 75° 24'45.1171" E Curve Point Data Description Station Northing Easting PC: 13+15.523 -38855535.792 -114827066.029 RP: -38855826.122 -114827141.587 PT: 13+65.524 -38855552.351 -114827018.910 Circular Curve Data Parameter Value Parameter Value Delta: 09° 32'58.6053" Type: RIGHT Radius: 300.000 Length: 50.002 Tangent: 25.059 Mid -Ord: 1.041 External: 1.045 Chord: 49.944 Course: S 70° 38' 15.8137" E Tangent Data Description PT Station Northing Easting Start: 13+65.524 -38855552.351 -114827018.910 End: 14+04.756 -38855568.393 -114826983.109 Tangent Data Parameter Value Parameter Value Length: 39.231 Course: S 65° 51'46.5109" E Curve Point Data Description tion Sta tion Northing Easting PC: 14+04.756 -38855568.393 -114826981109 RP: -38855458.885 -114826934.039 PCC: 14+31.031 -38855576.438 -114826958.150 Circular Curve Data Parameter Value Parameter Value Delta: 12° 32'44.2583" Type: LEFT Radius: 120.000 Length: 26.276 Tangent: 13.190 Mid -Ord: 0.718 External: 0.723 Chord: 26.223 Course: S 72° 08'08.6399" E Curve Point Data Description Station Northing Easting PCC: 14+31.031 -38855576.438 -114826958.150 RP: -38855627.377 -114826968.599 PCC: 14+58.470 -38855588.627 -114826933.922 Circular Curve Data Parameter Value Parameter Value Delta: 30° 14'00.6451" Type: RIGHT Radius: 52.000 Length: 27.439 Tangent: 14.047 Mid -Ord: 1.799 External: 1.864 Chord: 27.122 Course: S 63° 17'30.4467" E Curve Point Data Description Station Northing Easting PGC: 14+58.470 -38855588.627 -114826933.922 RP: -38853310.673 -114824887.319 PT: 15+23.894 -38855631.828 -114826884.792 Circular Curve Data Parameter Value Parameter Value Delta: 01° 13'26.6857" Type: LEFT Radius: 3062.297 Length: 65.424 Tangent: 32.713 Mid -Ord: 0.175 External: 0.175 Chord: 65.422 Course: S 48° 40'27.4092" E Tangent Data Description PT Station Northing Easting Start: 15+23.894 -38855631.828 -114826884.792 End: 16+50.000 -38855714.075 -114826789.198 Tangent Data Parameter Value Parameter Value Length: 126.106 Course: S 49° 17'31.2026" E Tangent Data Description PT Station Northing Easting Start: 16+50.000 -38855714.075 -114826789.198 End: 18+23.826 -38855827.446 -114826657.430 Tangent Data Parameter Value Parameter Value Length: 173.826 Course: S 49° 17'31.2026" E Tangent Data Description PT Station Northing Easting Start: 18+23.826 -38855827.446 -114826657.430 End: 19+84.206 -38855932.046 -114826535.856 Tangent Data Parameter Value Parameter Value Length: 160.380 Course: S 49° 17'31.2026" E Curve Point Data Description Station Northing Easting PC: 19+84.206 -38855932.046 -114826535.856 RP: -38856083.654 -114826666.296 PT: 20+20.205 -38855957.847 -114826510.821 Circular Curve Data Parameter Value Parameter Value Delta: 10° 18'46.7117" Type: RIGHT Radius: 200.000 Length: 35.999 Tangent: 18.048 Mid -Ord: 0.809 External: 0.813 Chord: 35.950 Course: S 44° 08'07.8459" E Tangent Data Description PT Station Northing Easting Start: 20+20.205 -38855957.847 -114826510.821 End: 22+31.889 -38856122.406 -114826377.664 Tangent Data Parameter Value Parameter Value Length: 211.684 Course: S 38° 58'44.4892" E Curve Point Data Description Station Northing Easting PC: 22+31.889 -38856122.406 -114826377.664 RP: -38856248.213 -114826533.140 PT: 22+71.262 -38856155.245 -114826356.060 Circular Curve Data Parameter Value Parameter Value Delta: 11° 16'45.3589" Type: RIGHT Radius: 200.001 Length: 39.372 Tangent: 19.750 Mid -Ord: 0.968 External: 0.973 Chord: 39.309 Course: S 33° 20'21.7028" E Tangent Data Description PT Station Northing Easting Start: 22+71.262 -38856155.245 -114826356.060 End: 22+80.066 -38856163.041 -114826351.968 Tangent Data Parameter Value Parameter Value Length: 8.804 Course: S 27° 41'58.9219" E Alignment: BERGEN -STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38856094.954 -114827627.386 End: 11+41.176 -38855971.226 -114827559.400 Tangent Data Parameter Value Parameter Value Length: 141.176 Course: N 28° 47' 17.0021" E Curve Point Data Description Station Northing Easting PC: 11+41.176 -38855971.226 -114827559.400 RP: -38856452.797 -114826682.993 PT: 12+46.116 -38855882.074 -114827504.135 Circular Curve Data Parameter Value Parameter Value Delta: 06° 00'45.4378" Type: RIGHT Radius: 1000.000 Length: 104.940 Tangent: 52.518 Mid -Ord: 1.376 External: 1.378 Chord: 104.892 Course: N 31° 47'39.7210" E Tangent Data Description PT Station Northing Easting Start: 12+46.116 -38855882.074 -114827504.135 End: 15+63.607 -38855621.368 -114827322.936 Tangent Data Parameter Value Parameter Value Length: 317.491 Course: N 34° 48'02.4399" E Alignment: DEGRAW_STREET Description: Tangent Data Description PT Station Northing Easting Start: 5+88.380 -38855726.382 -114827171.845 End: 8+17.460 -38855595.640 -114827359.953 Tangent Data Parameter Value Parameter Value Length: 229.080 Course: N 55° 11'57.5600" W Curve Point Data Description Station Northing Easting PC: 8+17.460 -38855595.640 -114827359.953 RP: -38854774.498 -114826789.229 PT: 8+34.969 -38855585.522 -114827374.242 Circular Curve Data Parameter Value Parameter Value Delta: 01° 00' 11.4590" Type: RIGHT Radius: 1000.000 Length: 17.509 Tangent: 8.755 Mid -Ord: 0.038 External: 0.038 Chord: 17.509 Course: N 54° 41'51.8306" W Tangent Data Description PT Station Northing Easting Start: 8+34.969 -38855585.522 -114827374.242 End: 10+49.995 -38855459.911 -114827548.764 Tangent Data Parameter Value Parameter Value Length: 215.026 Course: N 54° 15'20.7661" W Alignment: MOFFAT_STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38855998.586 -114827802.764 End: 13+36.914 -38856160.834 -114827507.491 Tangent Data Parameter Value Parameter Value Length: 336.914 Course: S 61' 12'42.9993" E Curve Point Data Description Station Northing Easting PC: 13+36.914 -38856160.834 -114827507.491 RP: -38857037.224 -114827989.049 PCC: 14+25.271 -38856206.748 -114827432.033 Circular Curve Data Parameter Value Parameter Value Delta: 05° 03'45.3973" Type: RIGHT Radius: 999.979 Length: 88.357 Tangent: 44.207 Mid -Ord: 0.976 External: 0.977 Chord: 88.329 Course: S 58'40'%8038" E Curve Point Data Description Station Northing Easting PCC: 14+25.271 -38856206.748 -114827432.033 RP: -38855542.354 -114826986.410 PT: 14+95.958 -38856243.479 -114827371.666 Circular Curve Data Parameter Value Parameter Value Delta: 05° 03'45.1323" Type: LEFT Radius: 800.000 Length: 70.686 Tangent: 35.366 Mid -Ord: 0.781 External: 0.781 Chord: 70.663 Course: S 58° 40'50.4330" E Tangent Data Description PT Station Northing Easting Start: 14+95.958 -38856243.479 -114827371.666 End: 16+13.990 -38856300.320 -114827268.222 Tangent Data Parameter Value Parameter Value Length: 118.032 Course: S 61° 12'42.9992" E Curve Point Data Description Station Northing Easting PC: 16+13.990 -38856300.320 -114827268.222 RP: -38856642.119 -114827456.035 PT: 16+56.389 -38856322.716 -114827232.245 Circular Curve Data Parameter Value Parameter Value Delta: 06° 13'44.3308" Type: RIGHT Radius: 390.000 Length: 42.399 Tangent: 21.221 Mid -Ord: 0.576 External: 0.577 Chord: 42.378 Course: S 58° 05'50.8339" E Tangent Data Description PT Station Northing Easting Start: 16+56.389 -38856322.716 -114827232.245 End: 16+94.868 -38856344.796 -114827200.731 Tangent Data Parameter Value Parameter Value Length: 38.479 Course: S 54° 58'5&6689" E Alignment: MONTAGUE_STREET Description: Tangent Data Description PT Station Northing Easting Start: 10+00.000 -38856182.955 -114827469.259 End: 11+03.647 -38856092.118 -114827419.346 Tangent Data Parameter Value Parameter Value Length: 103.647 Course: N 28° 47' 16.9987" E Curve Point Data Description Station Northing Easting PC: 11+03.647 -38856092.118 -114827419.346 RP: -38856573.689 -114826542.939 PT: 12+08.587 -38856002.966 -114827364.081 Circular Curve Data Parameter Value Parameter Value Delta: 06° 00'45.4413" Type: RIGHT Radius: 1000.000 Length: 104.940 Tangent: 52.518 Mid -Ord: 1.376 External: 1.378 Chord: 104.892 Course: N 31° 47'39,7193" E Tangent Data Description PT Station Northing Easting Start: 12+08.587 -38856002.966 -114827364.081 End: 16+08.633 -38855674.470 -114827135.765 Tangent Data Parameter Value Parameter Value Length: 400.047 Course: N 34° 48'02.4399" E Table 4: Pavement Design (VDOT Pavement Design Gtaide) GENERAL CONSTRUCTION NOTES FOR STREETS ROAD NOTES Pa-Ve ent Design 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL GRADING RF= I• BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF It 1. THE LATEST EDITION OF THE ROAD &BRIDGE SPEClFJCATIONS, THE ROAD &BRIDGE Location Ain't' tHCV�Design CRR 'SSV ��' ' 8SurfaceE' a I�a�� t� 41 ase O COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF n'r - CONSTRUCTION. STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL--- A MlN!MUM O m DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. c � 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATION'S -_ AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. Cn GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 13c:{�,ra Street 784, 0 784 5 4 GOVERN 13.91 ' SM -9) 5 2 ?•25 BM -25 5 3 2.15 21B 6 0.6 14.51 '' 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 4" 11.5 ' SM -9) 5 1.5 125 13M9 25 2.5 2.15 21A n Ok 11.75; THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, I SHALL BE REMOVED Bergen Street 395 0 395 5 4 FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A 89 11.47 SM 1.5 'x.75 W%4-27 2.5 2.15 2113 5 0A 1:1 L S ISFA TION OF THE ENGINEER. Iv� ontax�,�o Street 0 Alma 5 4 SUITABLE MATERIA TO THE A T C -9.5 B OF 10 O GREATER IS O OBTAINABLE, A REVISED PAVEMENT SUBGRADE SOIL CBR R NOT TA J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE - 29 `�r Street i7 t.> -2i 5 4 11l'S' SNI -9,5 5 { , 1.5 2`?5 2 13I ` 2.5 2. - [ 5 `1 A 5 EI.f 1 1.75 " DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST ENTIRE _ _ ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES -` Design yi ,, • exceed ?, , h Section_;t RESULTS FOR APPROVAL. 1:rwrfgency Access Turn Lane esign ha 11 ni ct oa excee l Ro o Mt AT ROAD INTERSECTIONS SHALL BE REMOVED. - SM -9J J � _ 2.25 r1h,1_,�5 '" €, 2.1 21A 8 0,�� 2=1,45 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER Access Rc>r1- 1'aecct. Ps ztiRsn SM -9.5 - 2 _ 1,67 131t`I-25 0 2.15 21A 6 0,6 &94 RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL PRIOR TO THE CONSTRUCTION OF THE SUBGRADE.ees5 Icrl �.}r,.,ut 1'c ct 1.? E3I ?5 () ,• 15 ? 1�1 t3.t1- 4.1;() DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE ORA rtiarlri-'.5 NATURAL WATERCOURSE. Note: Contractor to bore. any existing pavement being utilized and coordinate a�itlr'4 DRAINAGE DOT" on upgrades to geonrctric design standards to ensure the above specifications are 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE nretarnciarern€rccorcl,rnec�+rthther'stsindarcis. END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL 1. ALL PIPE CUL VER IS, EXCEPT PRI VATE ENTRANCES, SHO WN HEREON ARE TO BE RCP WlTN COVER OF ONE 1 FOOT GUARDRAIL MAY BE REQUIRED A T LOCA TIONS NOT SHOWN WHEN, IN THE OPINION OF n r . ,� r" ; THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS 2. STANDARD UNDERDRA/NS (CD -1 OR CD -2 OR UD -4 S) TO BE PROVIDED AS INDICATED ON J d !i REQUIRED IT SHALL BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. / f TRIP GENERATION CALCULATION S ( ) PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY 20 FEET IN LENGTHERATION TRIP GENERATION BASED ON ITE TRIP GEN INCREASED TO SEVEN 7 FEET. AND HAVE A MINIMUM DIAMETER OF FIFTEEN ( 15) INCHES AND SHALL BE PLACED !N j` ` < f , () ry MANUAL (8TH EDITION) 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS i f f r 51 SINGLE FAMILY,UNITS -CODE 210 OTHERWISE NOTED ON PLANS. { '` " 9 ` ENTRANCES SHALL CONFORM TO VDOT CG -9(A, BOR C).\ a, 51 TOWNHOME UNITS --CODE 230 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE SHALL CONFORM TO VDOT STANDARD PE -1. ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH COURSE. ,; s.` 4 µ rJ ;�R ADT: 784 VPD (392 ENTER/ 392 EXIT) ` AM PEAK: 60 VPH (14 ENTER/ 46 EXIT) SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY PA V/EMENT " T\ f., M PEAK: 79 VPH (50 ENTER/ 29 EXIT) ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT r' "� OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE \ \ VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECTION. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD y `3 NAMING AND PROPERTY NUMBER/NG ORDINANCE AND MANUAL. COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED r c.�� �•< , .� r . �' MEETS REQUIRED GRADATION FOR TYPE 1, l!, OR !!! PRIOR TO PLACING AGGREGATE BASE. BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WANED IN THE EVENT THAT THEY ARE DEEMED NECESSARY /N ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. OMPLETION OF THE INSTALLATION OF THE THE INTERMEDIATE COURSE IS BEGINNING AT THE C - h / % u , 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE ` \ AGGREGATE BASE. IN THE EVENT THAT THE INTERMEDIATE COURSE IS APPLIED PRIOR TO 60 A�„,"�,, ; r�`,;�, ;x�,= �, j. �;, � ,. ,�� f�=' , DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. DAYS OR MORE AFTER COMPLETION OF INSTALLATION OF THE AGGREGATE BASE, THE PUGMILL s ` 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE ✓,,; ., REQUIREMENT WILL APPLY ` . - r r s�• � � �`�\,t% _ SUBBASE MATER/AL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 4' 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. SHOWN ON THE ROAD PROFILES. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS BEFORE SURFACE TREA TMENT IS APPLIED. THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT a "„_•.,/ '"'' `` ~` INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA. /SQ 3 GAL (PRIME COAT RC -250 0. . . .. INSPECTION PROCEDURE AND WlTHA VDOT OR COUNTY INSPECTOR PRESENT. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPOR TA TION SPECIFI CA TIONS. s 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO �1 "°; \ r i 43'R ALBEMARLE COUNT' NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED GENERAL CONSTRUCTION NOTES WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 'j {.j PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN V \'` 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY INCLUDING THE STREETS RIGHT OF WAY. CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA m DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. c � 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATION'S AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. Cn J. EROSION AND SIL TA TION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH o Q THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY TOP/ CLEARING, GRADING OR OTHER CONSTRUCTION. OF 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. CURB 5. THE MAX/MUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY � c t- 6 OBTAINABLE, LESSER SLOPES OF J. 1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE 4" PIPE -CLASS l!l. MIN ; 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). TYPICAL ROAD SECTIONS NTS STREET CROSS SECTIONS STREET £XIS\GROUND I M� \ CURB EXIST. GROUND LK I GUTTER I 711Ar£LWA1 TRAMWAY ! GUTTER Sb�fWALK �,) PLANTING STRIP IY R/W (M' *VE WHERE 7' BUMP OUTS SHOWN TYPICAL PRIVATE STREET SECTION (VAR NZOTH RO#'� DECRAW STRE'E'T, BERCEN STREET, MONTACUE STREET, & rif0,-FAT STREET PARKING IN 7' WIDE BUffP OUTS ONLY NOTES: NOT TO SCALE 1. SEE PAVEMENT DESIGN CHART TO THE RIGHT FOR ROADWAY DEPTH REQUIREMENTS. 2. STREET WIDTHS SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY STANDARDS AND FIRE AND RESCUE STANDARDS TO ALLOW ADEQUATE WIDTH TRAVELWAY AND PARKING IN BUMP OUTS ONLY. SEE SHEET 3 FOR LOCATION OF PARKING BUMP OUTS. G� EXIS�G OUN� EXIST. G� ND 7RAVUWAY EXIST. GROUND 12 -Yd EXIST. GROUND 20' ACCESS EASEMENT TYPICAL EaIERGENCY ACCESS SECTION 10100 TO 12121.• TRAVELWAY 20' WIDE PAVED 2% SUPERELEVATION DOWN TO RIGHT 12121 TO 13158.• NO CROSS SLOPE 13158 TO 22166.• SUPERELEVATION DOWN TO LEFT ACCESS DRIVEWAY SHALL BE 12' WIDE FROtbf STA. 16150 TO STA. 18150 AND STA. 21150 TO STA. 22100 NOT TO SCALE 1ANDSIAPING da o' a 13 ..d QQ �.a• .. •a • „ e . .d 7 ° a a d -1' -1 6" 2' STANDARD CG -6 CURB & GU TTER NO SCALE (VARIABLE WIDTH) VDOT #57,#68, OR #78 STONE BASE UNDER CURB 8c CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. 4" CONC. `s// 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE RIP GENERATION SCALE : 1" = 200' 1 j "-2" SM -9.5A SURFACE COURSE • .NTERMEDIATE COURSE •5"-"6" COMPACTED AGGREGATE BASE COURSE, VDOT #21A ,,;•,� OR #21B DEPENDING ON 'JLTIMATE TRAFFIC LIMITS '` , I I '' I '' � ONO • UNDERDRAINS COMPACTED SUBGRADE - ASPHALT PAVING ROADS NO SCALE: SEE CHART ABOVE FOR MINIMUM DEPTHS d SCOTT R. COLLINSZ No. 35791 � S i� IN L E 0 A z O w ED O � Z H LU of H H Uj ce N _ff U LU O Ce a JOB NO. m 0920.3,3 c � SCALE AS NOTED Cn o Q a SHEET NO. a� Q 7 co ar > � c t- 6 Original Proffers X October.10,2014 PRO FFER STATEMBNT ZMA No, 2013-016 Avinity 11 Tax Map and Parcel Number(s): 09100-0040-016A0, 0910040-00016CO3 09100-00-00-016FOand Portion of 09100-00-00-01400. Owner(s) of aecord: Wallace B. Hughes; Moss Acquisitions, LLC, arid Avon Properties, LLC Date of Proffer Signature: October 30, 2014 13,453 acres to be rezoned -froin R-1 & PRD to PRD Wallace B. Hughes is the owner of Tax Map and Parcel Number 09100-00-00-016A0, Moss Acquisitions, LLC is the owner of Tix Map and Parcel Number 09100-00-00-01600; and Avoia Properties, LLC is the owner of Tax Map and Parcel Number 09100-00-00-016E0 and 09100-00-00- 01400, a portion, of which is sabjeotto this zoning map anicadment; all the owners of sucla parcels axe rfff07,ed to herein, collectively as the "Dwrier" and the parcels are referred to herein collectively as the "Troperty.," The Property is the subject of the rezoning applicaae. tiozMA 2013-016, for a project to b known as "Avinity 11" (the "Project"), which includes an application ion plan prepared by Collins Engineering entitled, "Avinity 11 Planned Residentis!,Development �(PRD) -Application Plan" and with latest revision date of'October 13, 2014 (the "Application Plan!'). 11ursuanttoSeotion33 orf the Albeiriarle County Zoning Ordinance, the ONmer hereby voluntarily proffers the conditions listed below which ,halt be applied to the Property if it is rezoned to the zoning district'. identified above. Those conditions are proffered as a part of the, proposed rezoning, and the Owner' acknowledges that the conditions are masonable. L !2a§l1 J!cqUr Tor Capital LuRres yt,W.entqjcCLs, The Owner shall contribute, cash on a per "market -rade" dwelling unit basis in excess �of the aurnber of units that are allowed by right under The zoning Lft existence at the time of this zoning inap amendment for the purposes of addressing the fiscal impacts of development on the County's public facilities and infrastructure, i.e., schools, public safety, libraries, parks and -transportation. For the purposes of this Proffer 1, the number of units allo-wed by right under the applicable zoning is twelve (12), A "market rate" unit is any imil in the Project that is not considered an Affordable Dwelling Unit- ars nitas defined in Proffer 2. The cash contributions shall be Twenty Thousand, Four Hundred Sixty and 57/100 Dollars ($20,460.57) cash for each single family detWied dwelling wilt, otherthan ariAfforda!ble Dwelling Unit witin the Project, Jn other words, the cash contributions for the "market rate" single family units shall begin of a building permit for the, twelfth (12) Market rate'unit is obtained, The cash contributions shall be Thirteen Thousand Nine liundred thirteen and 181100 Dollars ($13,913.18) cash for each single family attached or townbouse dwelling unit, other than an Affordable Dwelling Unit withinL the Project qualifymig as such tinder Proffer 2, The cash contribution shall be paid at the -time of the issuance of the building permit for- each new unit, unless the timing of the payment is otherwise specified by state law, Pagel of 4 -within the Property, the Owner shall be relived of installing speed bumps, ,and this Proffer 4 shall be fully satisfied. This Proffer Statement may be executed in any number of counterparts, each of which shall be all original and all ofvshich together shall constitute but one and the same instrument, WITNESS the following signatures: OWNER-. Moss Acquisitions, LLC, a Virginia limited liability company C Y., R, Coran Capsliiw, President Wallace.B, Hughes DY., Wallace 13. Hughes ,' Yon Properties, LLC a Virginia limited liability company By: R, Coram Capshaw, President Page 4 of 4 2. Affbi,dable Housi The Owner shall prpvide affordable housing equivalent to fifteen percent (15%)'of the total residential units constructed on the Property. The Owner or its successors hi interest reserve the right to meet the affordable, housing objective &rough a variety of`housing types, or through cash contributions, as more particularly described below, For the purpose's of this Proffer 2, "Affordable Dweiling Unit!' shall mean any unit affordable to households witla incomes less than eighty percent (80%) of the, area, median income (as deternihied from time to time by the Albemarle County Office of Hotrsiag) suc.11 that housing costs consisting of principal, interest, real estate taxes and homeowners insurance (PITT) do not exceed thirty percent (30%) of the gross household income; provided, however, 1hat id no *event shall the selling price for such affordable units be more than sixty-five percent (65%) of the applicable Virginia Housing Dcvelopment Authority (VI -IDA) maximum sales price/loan limit for first-time homebuyer programs at the beginning of the 180 -day period Tofcreuced�in Proffer 2(A)(1) hereof (the "VI -DA A. For -Sale Adftrjable`Dj�elling Units. The Owner may meet the 150i'a aff6rdable' housing objective by constructing all or a portion of the Affordable Dwelling Units, The Owner shall impose by contract the responsibility herein of coustructhig and selling the, Affordable Dwelling Units to away subsequent owner ordeveloper of the Property (or any portion thereof). Such subsequent owrier(s) nand/tar developer(s) shall succeed to the obligations of the Owner under, tints Proffer 2, and the teras "ONviaer"shall refer to such subsequent owner(s) and/or developer(s), as applicable, (1) Kole of County-U-0—IlLing 0 ,fflce, All purchasers of the for -sale Affordable Dwelling Units shall be approved by the AlIdemarle County Housing Office or its designee (the "Housing Office"). At the proposed time of'construction of any Affordable Dwelling 'U nit, the Owner shall provide the Housing Office a period of one hundred eighty (180) days to identify and approve an eligible purchaser for such affordable unit. The 180 -day clualifricalion period shall -comineuce, upon written notice from the Owner to the Tiousing; Office of the approximate date the Unit is expected to receive a certificate of occupancy from the County (the "Notice'). Such Notice shall be given no more thin ninety (90) days prior to the expected issuance of the certificate of occupancy, and the 180 -day approval period shall extend no less than ninety (90) days after the imanot of the certificate of occupancy, Nothing in this Proffer 2 shall prohibit the Housing Office from providing the Owner with information on income eligibility sufficient for the Owner to identify eligible purchasers of Affordable Dwelling Units for approval by the Housing Office. If during the 180 -day qualification period, (i) the; Housing Office fails to approve a qualified purchaser, or (ii) a qualified purcliaser fails to execute a purchase *contract for an Affordable Dwelling Unit, then, in either case, the Owner shalt have the right to sell the Unit without any restriction on sales price or income of the purchaser(s), and such unit shall be counted toward the satisfaction of this Proffer 2, This Proffer 2 shall apply only to the -first sale of each of the tar- sale Affordablc Dwelling Units, For the purposes of this Proffer 2, such Affordable Dwelling Units shall be deemed to have been provided when the subsequent Oymebtillder provides -written notice to the Albemarle County Of leo of Housing or its designee that the vuil(s)'will be available for sale, (2) Frac "- Eaclisubdivis ' ion plat and site plan for land within the Property shall: iJ designate the lots or units, as applicable, that will constitute Affordable Dwelling Units witlim such subdivision plat or site plan and ii) contain a ruiming talley of the, Affordable Dwelling Units either constructed or contribirted for under this Proffitt 2, B, Cash In Lieu o_LtQQr Lstructing Affordable Zw time prior to the __qllirig Unit,�. If at any t. Comity's approval of any initial -site plan or subdivision plai, for the Property whiobiholudes one, or.-Lnore Page 2 of 4 within the Property, the, Owner shall be relieved of installing speed bumps, and this Proffer 4 shall be fully satisfied. This Proffer Statement may be executed in any number of counterparts, each of ftich shall be an original and all of which together shall constitute but one and the same instrument. WITNESS the following signatures: OWNER. INJoss Acquisitions, LLC, a Virginia limited liability company By: Alan, R. Taylor, Manager Wallace R. Hughes By: A Wallace B. Huihesl Avon Properties, LLC, a Virginia limited liability company MR Alan R. Taylor, Tylinager Pa.ge 4 of 4 for-salo Affordable Dwelling Units, the Housing Office,fifforms,the, than -current Owner in writing that it may not have a qualified purchasor for one or more of the for -sale Affordable Dwelling Units at the time, that the thim-ourent Ower/builder expects tho units to be oompleted and that the Housing Office will instead accept a cash contribution to the Housirig Office to support affordable housing progranis,in the amount of Twenty-one Thousand One HuadrQd Twenty -Five Dollars ($21,125.00) in lieu of each Affordable Dwelling Unit(s), then the theri-current Owner/builder shall pay such cash contribution to the County prior to obtaining as certificate of occupancy for the ucit(s) that were originally planned to be Affordable dwelling Units, and the then -current Owner/builder shall have the right to sell the unit(s) without any -restriction on sales price or income of the purchaser(s). C. Prior to the issuance of the fort; -eighth, (48") building permit for a market rate dwelling unit within the property, the then. -current ownedbuittier shall obtain certificates of occupancy for (or make an Affordable Housing Credit Payment on accounof) seven (7) Affordable Dwelling Units within the Property. Prior to the issuance of the ninety-sixth. (96th) building permit for a market rate dwelling unit -within the Property, the then -current Owner/builder shall obtain certificates of occupancy for (or make an Affordable -Housing Cash Payment on account of) sever, (7) additional Affordable Dwelling Units within the Property. Prior to the issuance of the final building permit torr a market rate dwelling unit within the jr, Propert- � the Owner shall obtidn certificates or occupancy for (or make, an Affordable Housing Cash Payment on account of) all of the remaining rcqiiired Affordable Dwelling Units wititin the Property, 3, Cost ItiLlex. Beginning January 1, 2015, the amount of each cash cortrilintlon required by Proffers 1 and 2 shall be adjusted annually until paid, to reflect any increase or decrease for the proceeding calendar year in the Marshall and Swift Building Cost Indene, The annual adjustment shall be made by multiplying the proffered. cash contribution amount due for die, preceding year by' a faactiort, the numerator of which shall be the M as of December I in the preceding calendar year, the denominator of which shall be the MSI as of December I in file year preceding the calendar year inOSt recently ended (the "Annual Percentage Change). By way of example, tine first aminal adjustment shall be $20,460.57 x 2015 MSY2014 M81 Each annual adjustment shall be based on the amotlat of the proffered cash contribution due for the immediately preceding year based on the formula ooritained h3 this Proffer 3 (the .amount derived from 5LICh fbImUla shall be referred to hereinafter as the "Cash Contribution Due"), provided, however, in no event shall the cash contribution amouat paid by the Owner be less than $20,460,57 per single, family detached &vel' Ig emit- and $13,913.18 per single family attached or townhouse dwelling unit under Proffar 1 or $21,125,00 per Affordable Dwelling Unit tinder Proffer 2 (the "Minimum Cash Contribution '). The Anual Percentage Change shall be calculated each year using the Cash. Contribution Due, even iliolughlt may be less than the Minimum Cash Contribution, F_01�rEVER, the amount paid by the Owner shall not be less than the Minimum Cash Contribution. For each cash contribution dial is being paid in increments, the impaid incremental payments shall be correspondingly adjusted each year. 4. Road Improvement& If requested by the Avinity Home Owner's Association, {'HOA�'), arra so long as such request meets all requirements of applicable health mid safety rules or relgtflations of the County and its emergency response ageucies, the Owner shall install traffic calming, speed humps (or raised cross- walks) in up to four (4) locations along Aviaity- Loop, generally in the areas shown on the Application darn. The Avinity HOA shall have -two (2) years from the issuance of the forty-eighth (48th) building permit for a market rate dwelling unit within the Property IQ, request that the Owner install such traffic calming speed humps along Avinity Loop. If tiro HOA does not requeM speed bumps as provided herein, within (2) years of the issuance of the firty-eighth (48th) building permit for a market rate dwelling unit Page 3 of 4 TH 0 ISCOTT R. COLLINS'� 0 ,u No. 35791 ZONAL Z 0 U) Z0 0 LU UJ ce 11 LJJ 0 LU C7 V) JOB NO. > 0 U) 0 092033 (n0 SCALE a 3 N/A LO .0 0 D_ SHEET NO. 01 8 > C, 0