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HomeMy WebLinkAboutSUB201600119 Plat Preliminary Plat 2016-06-07GENERAL NOTES: DEVELOPER: GLOBAL VIEW DEVELOPMENT, LLC PO BOX 7505 /-uiaw r%-r-rrc!x1T1 I r- xiA ),)anr, a p *I :E:J M F, At 'Tool :0 1 - ]:A 1kTJ:J 11:4 L 0 � Submittal Type Reviewed and Approved by the Com n,. Q eflopment Departm Date 11 7 O/C VI NAM SH q,,; File# OWNER: TMP 062A3-00-00-00100 TMP 06100-00-00-16000 PRELIMINARY' SUBDIVISION PLAT w \-PROJECT SCOTT R. COLLINS��?, DB 3661, PG 056 DB 3661, PG 056 0 1-" ature SITE U Lie, No. 035791 BELVEDERE STATION LAND TRUST BELVEDERE STATION LAND TRUST RIO MAGISTERIAL DISTKIC I a' bt:MAKLE COUNTY, VIRGINIA 2421 IVY ROAD 2421 IVY ROAD 0. b 1 At- KESL- CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VA 22903 X -00-00-0 NOTE,,.:.,,, PORTION OF EXISTING TMP,o62A onoo (PORTION) A( LA 3 TMP 06200-00-00-002AI in VARIABLE TH ACtE DRIVEWAY ACCESS EASEMENT - BELVEDERE STATION LAND TRUST LLC q Z DB 3661, PG 056 EASEMENT TO BE VACAT BELVEDERE STATION LAND TRUST DB 3488 PG 552 ED TION OF DRIVEWAY ACCESS THIS POR 2421 IVY ROAD M 11 _. "I L � 1 .11. L - � I/ / 1 .1 1., .� L. ­­­ - L I , 2-85 ACRES -1 1 CHARLOTTESVILLE, VA 22903 MITSL THE EASEMENTLL EASEMENT LI 1113 WILL BE VACATED OF PHA DB 3149 , PG 96 r) U1 ENGINEER: COLLINS ENGINEERING PRELIMINARY PLAT 3,595, PG 55 Il 0 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 'a M _V CONTACT: SCOTT COLLINS, PE ULI 434.293.3719 P _aQfiQSW P Raw- am= -00-00-16000, 062A3-00 TAX PARCEL #: 06100 -00-00100 & 06200-00-00-002AI L 56' 60' nL 0 0 TOTAL ACREAGE: 06100-00-00-16000(PORTION): 5.46 AC. Ln --- -- ----- ----- 062A3-00-00-00100(PORTION): 1.85 AC. AC R ERVED FOR 1 0 ;o q7 -47 NOTE: E PRELIMINARY PLAN PHASE IV FUTURE DEVELOPMENT U 2: > u) in Z cy. - ULI 0. AREAl OT PART OF BELVEDERE UJ :D 0 P SE 11 DEVELOPMENT / z -3-2010, 3-24-2011, & 7-22-2014) '46 44 b L T T -40 T_ 39: L0 T LOT 06200-00-00-002Al (PORTION: 0.35 AC. FU RELOTS LUJ 42 TE 0 TOTAL: 7.66 AC. N ILOt�4 NMD PER ZMA# 2004-07 W/ BELVEDERE COD APPROVAL ON JANUARY 5, 2010 (ACCOMPANIED BY D ER BO ZONING: BELVE PHASE IV 42'R/W) .. . .......... 7, VV� Z A' T1 APPROVED VARIATION REQUESTS DATED 2 NOTE: THIS PRELIMINARY PLAT INCLUDES PORTIONS OF BLOCKS 4 AND 7 FROM THE z APPROVED REZONING PLAN. ANY REMAINING PORTIONS SHALL BE PLATTED WITH PHASE IIC. > S1 UJ PROPOSED USE: 30 SINGLE FAMILY DETACHED LOTS AND CARRIAGE UNITS E E/P L 56' 0 . . ... ... ... DEVELOPMENT DENSITY: PER APPROVED REZONING CODE OF DEVELOPMENT 0 PROPOSED E EMENT -12 UNITS 7 0 . IZ7-- BLOCK REMAINING ALLOWABLE LOTS PROPOSED LOTS ALLOWABLE CARRIAGE UNITS 4 18 18 13-17 UNITS TMP o6ito-pi-ooiiiiooMcii 9 7 5 77/ 0 UNITS -8 BOU EVARD�_-_* E 5� 8ELV 10' LAND,,TRLL)-.$ !L EDER N iLVEDERE� -7- - 50SE _P 30 LOTS 30 LOTS 13-29 UNITS P_G CRSS1 ND PROPOSED PARKING ON LOTS AVAILABLE IN GARAGES AND DRIVEWAYS SHALL BE PARKING: FOR BLOCKS 4 & 7 ACCESSED VIA ALLEYS. DRIVEWAYS FROM FARROW DRIVE SHALL BE PROVIDED FOR THE LOTS ACCESS EASEM ENT TO TIE INTO EXISTING ACCESS WITHIN BLOCK 9. 6 ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEE7. 40' 5 EASEMENT TO MAINTAIN PROP . CIS ED ACCESS TO ADJACENT :C SOURCE OF BOUNDARY SURVEY: -7U, SERVED FOR 6 0.37 AC RE PROPERTIES So' LOT AC OTS ROUDABUSH, GALE &ASSOCIATES 2016 FUTUREL SM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC _0 UJ L J ARY PLAN �-10T -------------- T48- - S . .1 -70 NOTE: SEELPRELIMIN ritA E_ IVA- FUTURE DEVELOPMENT, L OT OTT] L 0 A9 SOURCE OF TOPOGRAPHY: - ------------------------- REA IS NOT PART OF BELVEDERE PHASE.11 DEVELOPMENT. VIRGINIA RESOURCE MAPPING -Y DATED JANUARY 2016 AERIAL SURVE CD I 4.0 ELEVATIONS BASED ON NAD'83. 46660-l(P DATUM: _I6J CL LL BEL EDERE-STAT .-LAND-TR T T 66i66;-66 N "D B 5 FLOODPLAIN INFORMATION: -3 THIS PROPERTY IS LOCATED 0 RG 61 - ------ 'AOZESL� UTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD le, � I _ I PRE INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. 1 I-ONAL - a A A 60, T 2 1 52 - ------ 56 THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF TH STREAM BUFFERS: - _- --- . .... . . . . . . ........... ......... E PROJI ECT AREA OWN, j (3) SOW LO f' 4o , i 11, ��W_ C Nam L9 'D' mi'Ai, (E--XI-8�TAG-PR-IVA.TE-ALLE-Y-�2o! R _4 OSED-PRIV..A.TE. I ALL�10 \% -7- 'Z _T- C? C0 A 'A -op-o -16000 (PORTION) TMP o61oo 0 LOT:i76 SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER WATERSHED: (PIR SUPPLY PROTECTION AREA. EXISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER 1 1_77 V� BELVEDERE STATION LAND TRUSTLLC Lo 78 STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBL IC ROADS IN ACCORDANCE WITH THE CODE OF BE RE,PHA E IIA IT L OT :i6.t LG k�q AJ I "A, R_ 0EVELOPM5NT) DB 3488, PG 552 DEVELOPMENT AND COUNTY REQUIREMENTS. STREET TREES SHALL BE A MINIMUM OF 2-1/2 ­ ----- S 3.� CALIPER. lCURkENTLyuNDE .56ACRES, T M R 06�00 _z N -00-00-00500 A PUBLIC ROADS AND 1 1,-" p,91 AC RESERVEb FOR LOT175 /V A I LOT�*2 d ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA Iv, iD7 FUTURE LOTS UTTER AND STORM 1-59 BELVEDERE, IIA LLC PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE. CURB AND G OTE: SEERELIMINARY PLAN SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE N A -PHASE IVA - FUTURE DEVELOPMENTr' W). iDK�397 PGL72 , . . . . .... . . RT OF BELV PUBLIC. T, y\ :i5.123 ACRES LOT 3.62 xic AREA IS NOT'?A EDERE 0 �A lz C\I -01 1:2015 PHASING: THIS PROJECT SHALL BE CONSTRUCTED IN (1) PHASE 17 PHASE U DEVELOPMENT. 7- V 7 /* LOT LOT BUILDABLE 'A I I /,�� "BLOCk BUILDING S LIES WITH SECTION 4.2.1 OF " \ M, L31 THE AL A� A -208 EACH CONTAIN A BUILDING SITE THAT COMP ITES: LOTS 39-56 & 197 1 1 N 7 NUMBER AREA (SF) AREA < BEMARLE COUNTY ZONING ORDINANCE. _J > Zo 6,538 5,115 39 s E REQUIRED WITH FINAL ROAD PLANS. L'0JT2U5 A" CONSERVATION PLAN: A CONSERVATION PLAN SHALL B 40 4,869 3,505 LOT 173 LIJ F� 5,666 \ \ 4,M) / , 41 4,265 1 li I , - w BLOCK i; k I __ , , - - , , - - ; , CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. T:164 GRIFFEN GROVE `R 77:1 7--\ 42 6,877 5,240 "A -PUBUMAD IMPERVIOUS AREAS: > N) /W (EXJS I, 57 --7 43 6,748 5,100 ROADS & ALLEYS: 1.74 AC. \,A W AF, .... .... . . -- --- ------ ---- - - LOT 2V4 �`F 44 6,748 5,100 0 SIDEWALKS: 0.39 AC. A-- LLI I A 6.86 AC. 7� LOTS: 4.73 AC. 45 6,868 5230 '0 5 TOTAL % �A ACREAGES: LOTS: 4.81 AC. R/W: 2.63 AC. OPEN SPACE: 0.22 AC. 46 7,464 5,730 W _-4 t W \ V rn i: V-1-7=- 10, 47 7,205 5,510 "0� 0 __J A� LOT' , __7., , . - - - Tip, 1\\;�% 171 'LOT 48 6,408 4,870 �j. Im X . . ...... . . -�o W! A V 4,882 T 49 3,375 < . . ..... . EXI-STING:-7-7 AA, -V1 1 0' a,66 so 5,860 4,370 M, . . . . ..... . ...... NOTES: 51 6,914 5,230 �_-i 1 1.70 1, A 6' MAINTENANCE EASEMENT SHALL BE REQUIRED ON ALL PROPERTIES ADJACENT TO PROPERTIES WITH SIDE - ------- -,in /A, 52 6,921 5,150 -11", THESE EASEMENTS SHALL BE SHOWN ON THE FINAL SUBDIVISION PLAT. 07'20621 LOT a.6- L YARD SETBACKS LESS THAN 4' 2. THERE ARE NO PRESERVED SLOPES OR MANAGED SLOPES ON THIS PORTION OF THE BELVEDERE PROPERTY. 53 6,944 5,150 A 'F� M. 3. TRASH SHALL BE ACCOMMODATED WITH INDIVIDUAL TRASH CONTAINERS FOR EACH LOT. Al�,! 54 7,096 5,140 4. A LANDSCAPE PLAN SHALL BE SUBMITTED WITHIN THE FINAL SITE PLAN AND SHALL MEET THE REQUIREMENTS OF - - - - ----- -- ... ....... SECTION 32.7.9 OF THE ZONING ORDINANCE. 55 7,677 S,890 LOT 16F) pd� 7 SETBACKS: 56 7,405 5,830 D ri 0 19 < TABLE 9 FROM CODE OF DEVELOPMENT 7 8228 5,555 - NO CHANGES PROPOSED LOT -168 Lfl SE0 PU 5LN; sow 198 7,812 5,210 - ----- now 199 7,564 5,000 am= - - , I � __ , . HJ 1 2 2 Z A . A 3 1 1 1 1 1 8 A I I . I f . 4 1 h I DRIVE Primary Structures 1, 4 Carriage Houses &Accessory Structures Townhouse SF30'-40' SF41'-50' SF51'-60' SF>60' Al I Lots Front Build -to from Street 2 8'-16' 8'-16' 8'-16' 8'-16' 16' (same as Primary Structure) Side Setback 3, 4 01 3' 3' 3' S' (same as Primary Structure) Rea r 1 10, 10, 10, 10, 10' 4' Rear 4' 4' 4' 4' 10' 14' 1. Porches (1 & 2 story), stairs, ba lconies, bay windows, planters, chimneys, terraces, eaves, a nd entra nce stoops ma ny encroach into the area between the mini mum build -to ra nge a nd the front R.O.W. line up to 4'from the front R.O.W. line. They may encroach into the a rea between the rear setback up to 4'from the property line or, in the case of an alley easement, within 4'from the easement boundary. 2. No encroachments a re a llowed within the minimum side yard. 3. Where a side setback of less tha n 4'11" is used, a 6'ma intenance easement sha 11 be recorded on a 11 properties adja cent to the side setback of less tha n 4'11". 4. Where a n alley adjoins a side ya rd, the minimum setback is 3'. S. Ca rraige houses must be located to the rea r of the pri mary residence. 6. Other accessory structures may not be placed in front of the prima ry structure. Restrictions Governing Structures Extending Beyond the Front Build -to Line Covered Porches Townhomes Covered Porches Single Family Homes Open Porches Single Family & Townhome MinDepthl MaxDepth MmWidth 4' 10, 8' 5' 10, 81 31 5' 4' 1. The dimensions of a porch shall be measured from the edge ofthe house to edge of the floor area and shall not include anysteps. GREEN SPACE/ OPEN SPACE PROPOSED: CONSERVATION AREA(AC) BLOCK 4: 0 BLOCK 7: 0 BLOCK 9: 0 PRESERVATION AREA(AC) 0 0 0.22 - - �_: I � �� - ..... . . . . . . . i A . ........... CUL VER T A ___�7ei' - Irz/ DRIVEWAY CULVERT A 2 0 :A Z '7 .7 DROP INLET & STRUCTURE NO. U TMP o0 oo-i:oo- io-oi0o RENCH MARK q 7" CURB CLEARING LIMITS 4 CURB & GUTTER -7 SHEETINDEX SS VDOT STANDARD STOP SIGN PROPOSED PAVEMENT 2f= T' -7 SHEET TITLE 200---- EXIS 77NG CON TOUR EC- JA DI TCH 5 7 OPEN SPACE(AC) TOTAL GIREEN SPACE (AC) GRAPHIG SCALE COVER SHEET _200- PROPOSED CONTOUR 0.00 0.00 DEP TH OF EC -JA DITCH 2 50 0 30� 50 too 6- 200 0 EXISTING CONDITIONS 0.00 .00 240.55 PROPOSED SPOT ELEVA TION UTILITY & GRADING PLAN 3 0.00 0.22 EC -2 DI TCH TOTAL 0.0 0.22 0.00 0.22 FOLI LIr-1v I L/r­/ U/i DETAILS 4 TIB DENOTES TOP OF BOX 5 DEPTH OF EC -2 DITCH y IN FEET PROFFERS NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. f 1 inch 50 ft. TOTAL SHEETS 5 (D 0 0 Q) W 0 CD LL, C) Z _J UJ 0_10 0 Ce Q UJ 0 \J CL > 3� 0 0 I U > 0 LU E 0 < Ld UJ 01�0 C) UJ 0- 0 UJ > > 0 0 X T, LU -C H 0 0 0 b -1 LU E :A-- 0 W :3 F 0 0 0 JOB NO. 152121 0 U) Ul > 0.1 SCALE -3 1 =50' U) - SHEET NO. 0 U 'n 7 ALBEMARLE COUNTY PA YEMEN T _ GENERAL NOTES 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. FINAL PLAN G IF THE SSV VALUES ARE LESS T 0 E DEVELOPER ILL BE REQUIRED ENGINEERS APPROVAL THE ;. GENERAL CONSTRUCTION NOTES THAN 1 , THE W REQ IRE TO SUBMIT FOR ENGINE R !d ; PROPOSED METHOD OF CORRECTION. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 2, SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED.' CONNECTION TO ANY EXISTING ROAD, A PERM/T SHALL BE OBTAINED FROM THE VIRGINIA J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, //, ! DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY OR 1/1 PRIOR TO PLACING AGGREGATE BASE. {'i:11j j f' �' 72 REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 77 -IAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO sa I REQUIREMENTS OF THE PERMIT SHALL GOVERN. 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. jam; I I) `t' ' 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 5. THE USE OF AN AGGREGA TE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. I. AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ( ii IE 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. - - -;, li 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE I ;ill; --BELVEDERE PHASE ' 1'1.____--- i 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 © 0.3 GAL./SQ. YD.) I APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, i; I ' •i 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. I, GRADING OR OTHER CONSTRUCTION. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR �t /arr 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY � wry--:- N 1\ :s .. :: 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 HORIZONTAL: VERTICAL). WHERE REASONABLY -"% ( ) PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A GENERAL WATER & SEWER CONDITIONS ; = `rl ! DRAINAGE CHANNEL. \ h` 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR 4MLL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. I -- - TRAFFIC CONTROL DEVICES. 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE -= = \ BLU� 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS _, PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL ,f, UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDI TION OF THE GENERAL WATER AND SEWER FOR THE CONSTRUCTION INDUSTRY29 CFR PART 1926. jf r ( ) CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA77ONAL GEODETIC SURVEY. Iifi m ;` GENERAL CONSTRUCTION NOTES FOR STREETS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 'MISS UTILITY" (1-800-552-7001). ?. 1 i„ i 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE 1. ALL MATERIALS AND CONSTRUCTION MUST 8E TESTED AND DOCUMENTED ACCORDING TO V9 RDS � s,r�4; --�'--------_-- =� �,•--;���!.� ffii -- n- , AND SPECIFICATIONS CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES ;"lti, W17HIN EASEMENTS PRIOR TO ACCEPTANCE ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION .F a r =i \: , I �w e Jy5 }`' It Orl I r „i t cry. I , a I t i. A i e A BOUNDARY LINE OR A NATURAL WATERCOURSE. OF INE LINE. ; , !'t / y/ l "'"' } €� i{ J. GUARDRAIL LOCATIONS ARE APPROXI MATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS 9• ALL COMMERlCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER '1 '. Fir ! ,��"1'` r.•,p -� � c i WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE COUNTY ENGINEER M ' (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL r° BE INSTALLED FOUR 4 FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND '` ,l' BELVEDERE-PHAS,E-I,/r n,�/aa� v () TOP TOP ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. pF 4" _ OF ¢" )� }3 �a - 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM CURB R=2" CURB 2 R k ' .' _' ` \ <;r TO VDOT CG -9(A, B OR C) �4}` , °\3� 1 / 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES PAGE 2 OF 4 \ ` ) CONCRETE $' 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON TO BE A3 / -"p • 1 : 1 --" °\e t t ✓ --'y \ y `. THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. IF CAST IN = °"- SURFAC A !'r�/" 9 7 ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION SHOULD THE PLACE 13" �° ))"� ,Ot ,y Lotz- S3 Lorz� i IN a [ I ALLEY $1 :, ! I I f i i Travel i00, y Paved Min D z Design I I ii o Paved LON& LOr:T L Jtar.w, _ LL 1 9 EO'f i66 -r� _3-A y' g� - LOT VY4^� LOTz' luj' } LOT L rrvs LWO or LOT ,} f0 .' -.. • -. -1.1.r of , L)i ,- FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGN/NG AND RECORDATION, THEN APPROVAL OF THESE 4,000 MPSI \ A A 3fa `� r` ( T Hµ I `/ ' ' ° . h t I r� ri `' "" PD a. PLANS SHALL BE NULL AND VOID. IF m :: r'` I;%•` 5 r.: . n�kw' o ,!. r,�' t „ u.arar 4 ,�;t�'' r 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH INE VIRGINIA MANUAL FOR UNIFORM PRECA \ °° ° / w, '; --`"�[ t L�� y_�:_.. C° o o s r,w i " j 1 Lorz �r lam. cE1,0211 TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING \ �1�T,� ° \/\ oJOn ¢woo - WHEN, `'" arc �.rx;Na } JaJ i dORDINANCE AND MANUAL. �� CSt1BBASE(j MIN: ! ��'.1z%D (}*1 �} G n o C+ .. .CL.. •.. ,;"+� I _ Lr'T`c; I I t !._ _�s 4 ti R_......_.®..v».. .--.,...-,....._' -9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR 00 BARRICADES SHALL BE INSTALLED BY THE DEVELOPER °� oo °a o d1 „' l ~~f' _ max.4" Min C7$°O9 eo{C �` ;' LLT ., IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY /N ORDER o00 0�o c /`J ♦ �► : / 1 - "" ci��o7° VDOT #57, 1' 6" 2' �r TO PROVIDE SAFE AND CONVENIENT ACCESS. 68 OR 78 A, ,. r' ,. y . / p 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS # # DOT #57,68, OR #78 ; ,\\gam ,r I 1 Y .._.._ D LORA FARM FUTURE o DETERMINED BY VDOT FOR PUBLIC ROADS STONE BASE STANDARD CG -6 STONE BASE UNDER CURB �h \\ I p VELOPMENT 1' 6" UNDER CURB. & CHECKED BY VDOT �`%'y \ ' 11. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT �� -i- - �J DU l -ORA UBQI,V SI CURB &� GUTTER � ^ ,r � .,- � I��-�, � °���`" ,�` 87 SINGLE FAMILY ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. NO SCALE PRIOR TO PAVING AND/OR i; ,, r 12 A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED STANDARD CG -2 / �'.. \.. ;} DETACHED DWELLING UNITS BACKFILLING.' / % •: INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECT70N SHALL BE CONDUCTED IN NO SCALE l � "°� r ,„ ASSUMED ACCORDANCE WITH VD07 S VIDEO CAMERA INSPECTION PROCEDURE. i ROAD NOTE'STRIP GENERATION TRIP GENERATION FIGURES BASED ON ITE TRIP GENERA TION MANUAL, 7TH EDITION 30 SINGLE FAMILY DETACHED UNITS - ITE LAND USE CODE 210 GRADING R/W c/L R/w�� ADT- 287 VPD (143.5 ENTER/143.5 EXIT) 1 • THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD do BRIDGE STANDARDS OF THE FIM.SHED GRADE S CA E . 1 = 5 0 ' ' ' ' 11 .� ' ' '�' ' ' ' T�n '" ^"' �' VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS77?UCTIQN _ METHODS OF THIS PROJECT.3 SURFACECOURSE 3.1 - 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, lT SHALL BE REMOVED FROM THE ENTIRE - 1/4'x-1' 2/4".1' \ EXIST GROUND - -F--- EXIST. GROUND ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION3:1 ��� h'56-%3 OF THE ENGINEER. - 0- 000 3. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER i BASE TREES AND VEGETA T70N WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. EXIST. GROUND EXIST. GROUND 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE 3 7' i --�3' CONSTRUCTION OF THE SUBGRADE. zo' DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER PRIVATE ALLEY SECTION OF ONE (1) FOOT. Coumelius Alley, 2. STANDARD UNDERDRA/NS (CD -1 OR CD -2 OR UD -4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR alle y g) Phillips Alley (alley r WHERE FIELD CONDITIONS INDICATE �tpj, Kinn Adley S ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MIN/M1UM (20' PRIVATE ACCESS ESIff..) DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS NOT TO SCALE EXIS . GROUND 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. Fxrsr r_ar EXIST. GROUNCC EXIST. GRC TYPICAL STf'.E.E'T' SUCTION' BELVEDERE BLVD. - JWBLIC ROAD NOTE: DESIGN SPEED LIMIT' 30rnpA NO ON -STREET PARKING (MSTBD SPBL'D LIMIT 'R5Mj M) NOT TO SCALE° EXIST. GROUND T. GROUND TABLE 8 ROAD STANDARDS - APPROVED WITH REZONING PROPOSED WITH PHASE II PRELIMINARY PLAT Design Travel Paved Min Exhibit 11 Design Travel Paved Min Public or On -Street Min Planting RC�UV Width Public or On -Street Min Ranting ROW Width Exlhibit 11 Cross Street Nam Street Type Speed Traffic Flow Lanes Bike Lanes Median Wdth, Sidewalk Cross Street Type Speed Traffic Flow Lanes Bike Lanes Median Wdth, Sidewalk Private Parking Strip (3) Private parking Strip (3) Section (MFH) (Tot. #) Min Fc -FC Width Section (MPH) (Tot. #) Min Fc -FC Width Dukes Lane Street Public 20 2 way 2 N Y N 28' 6 S 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6' 5' 57' Exhibit 11 (5) Fowler Street Public 20 2 way 2 N Y N 28' 6' 5' 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 57' Exhibit 11 (5) Street H (Barnett Street Public 20 2 way 2 N Y N 28' 6' 5' 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 57' Exhibit 11 (5) St) Isetta Lane Street Public 20 2 way 2 N Y N 28' 6' 5' 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6' 5' 57' Exhibit 11 (5) i (Shelton Street Public 20 2 way 2 N Y N 28' 6' 5 52' Exhibit 11 (4) Street Public 25 2 way 2 N Y N 32' 6 5' 57' Exhibit 11 (5) St) Y D (Farrow (Outbound Dr) Street Public 30 2 way 2 N only N 32' 6' 5' 56' Exhibit 11 (6) Street Public 30 2 way 2 N Y N 34' 6 5' 59' Exhibit 11 (6) w1burrpout 5) (Cournelius Alley Alley Alley Alley) (Residential) Private N/A 2 way 2 N N N/A 14' N/A N/A 20' Exhibit 11 (8) (Residential) Private N/A 2 way 2 N N N/A 14' NIA NIA 20' Exhibit 11 (8) (Winn Alley) Alley Private N/A 2 way 2 N N NIA 14' N/A NIA 20' Exhibit 11 (8) Alley Private N/A 2 way 2 N N N/A 14' N/A N/A 20' Exhibit 11 (8) (Residential) (Residential) (Phillips Alley Private N/A 2way 2 N N N/A 14' N/A NIA 20' Exhibit 11 (8) Alley Private NIA 2way 2 N N N/A 14' NIA N/A 20' Exhibt11 (8) Alley) (Residential) (Residential) * Roads R & X were not included in Table 8 Road Standards from original Code of Development EXIST. GROUNC EXIST. GRC NOTE:• TRA 17EL LANES WITH INFORMAL PARKING ON ONE SIDE ONLY. TYPICAL YTRL'L'T S.E'CTION Barwtt Mrvet & Isetta Lane (Road fi), .,dukes Lane dt Shelton S'trset (Road I), & .F'ou+ler Street ,DESIGN SPEED ,25 mpA N NOTE.• PARKINC ON BOTH SIDES WITH BUMP- OUTS 2" SM -9.5A SURFACE COURSE BSOCURSEVD�2E AEO, OR 1A COMPACTED SUBGRADE PARKING LOT PAVING NO SCALE z I 6' 44',F/C-F/C 659' R/W TYPICAL S'TR.EL'T .S.E'C7 IV IV BELVEDERA' BLVD. - PUBLIC ROAD DESIGN SPEED IJ*rlT 30mffi (A9S`TL'D SPL'L'D LIMIT 25MP4) jM9F TO SCALE' 2" SM -9,5A SURFACE COURSE 4" BM -25 INTERMEDIATE COURSE 6" COMPACTED AGGREGATE BASE COURSE, VDOT #21 A COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE EXIST. GROUND - T. GROUND EXIST. GROUND T. GROUND (VAR/ABLE WIDTH) 4" CONIC. 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE ' �TH o7 S CI SCOTT R. COLLINS�4 ? Lie. No. 035791,2 ��Ss�ONAL E��1 if 4D orioiral Protfer: 10/1 2/200'� appli�d to the Proper-ty if the ZMA is approved by Albemarle, 3.2 Grcemvav, The Owner Sshall dedicate arid convey to Albemarle County, upon Rivanna River. 'File Owner shall dedicate within six (6) months following nended Proffer: be County, These conditions demand by the Courity, a strip of land no less than on h i r d 00) f - , wi h (Amendinent # e U Id e c�t in Lit and are proffen�.,d as part of 1he ZMA and it is agreed that: (1) the ZNIA itself gives rise to the interiance and use of a (cli (10, fo o t written notice of demand by the County. Sa-,h reservation shall remain in place ffiroug-h adeclUate ill wid(h to accorrunodate the consuuct'ou, I - need for the conditions, and (2) such conditions have a reasonable relation to the rezo- i December 31, 2025. The County inust accept the dedication within twelve (12) months requested. "ling wide pedestrian trail along the Rivarma River from the Property's boundaiFy with Dunlora PROFFER FORM f0II0WiDg its dernand for dedication. Should this road be removed from the Albemarle Farm (Tax Map 62 Parcel 16-A) to the Property's boundary with the Sc-nithem Railway right- County Comprehensive Plan, said reservation shall become null and void, and the Owner or Of­w2Y (as it exists on November 19, 2004) (the "Grcenwa%,"). The precise location afthe S-uccessors shall retain fee simple ownership of the parcel. Date of Profftr SilanRture 10110/2005 1. Plan Exhibits, gTecoway shall be Mutually agreed iipon by the Ownc- and t I he, C04MY, and Such agreement shall riot beunreasonably withheld. The Greenwayxill be conveyed in the form ofa general 4.2, J North Free State Connector Extersion Road Design. The Owner shall warranty deed and tile Owilei- �hafl bear the cost ofa survey and prepal.-Ing, the deed. Upoi) Z_N/1A P 2()()4_00007 IA Exhibits not in the Code of Devcapp ent. The following exhibits which are riot request by the Courity dernonstrate to the satisfaction of the County Enginc­r and VDOT that the North Free State the OW11cl- ShLill also contn'bute ter, thousaild dollars (IS110,000) cash Cormector Extension Road can be accof=odated'by the Block 2 Developi-m-rit Plan, It Mal) 61, Parcels 15,�,1571, S,160,161 part of the General Development Plans or the Code of Development are proffer�.,d as a for applicatioll t0wHrd t' e cost of constructing the Greenway Tax Map 621, Parcels 2_,A,2D,2C,3,5, 6A part ofthis -rezoning: current standards for ,, class B according to the County's Approval by VDOT arid the County Engineer mus, be secured prior to final platting an(] road Tax Nj�ip 62A3, 11arcel I trail, Stich contribution shall be iriadle. bY Owner within 30 plariapproval in Block 2. -eipt o'a'vvritten request by the Coimty, II tile FCCILICSt is llot made within .3 of Tec I V - � , seven (7) Exhibit 14 Archaeological Survey Summary years froin the date of submissioll of tli-- first firial site nlan for Pbast� 1, this c -ass! profffi-r �J)ul I trict 0 Exhibit 15 Architectural Reconnaissance Survey - -1 4.3 Free State Road Rig -h e Ovn ate, upon dernaad by the 206,682 Acres to be re)roned from R-4 to N' jglj�jqrhood Model Di ilecorrie- null and void. If such cash contributi ght-of-wa)L I ,ner shall dedic, 'on is not I"Lilly expended for the stated purpose County, a fifty (50) foot wide right-of­way along por-tions of the existing Free State Road that within two (2) years from the date the funds aie contributed to file County, all tlnex'pended it, rezonino application hZMA-2004-00007 (tile, 2. Affordable Houshi are on the Owner's Property from its proposed nitersection with Belvedere. Blvd betvveerl With respect to tile property- descril',,ed funds shall, be refunded to the Owner. if tile. greenway is not used for the pumosc for which it Road C and Road K to its intersection with Loning Run Road, Where the road is only md Trust is the feesimple owner of the following parcels: -is ditdicated within ten (10) te of dedication, tile Cou MIS "ZI'AA"), BelvedeTe S ation L,, Years from the dat rity shall tr fer the paiiially on the Property, the Owner shall dedicate sufficient Fight -of -way v,,idth to ensure a 2.1 Cash Contributioii. Owner shall contribute to Albemarle County a minimum of land back to and for the use of the Owner to be used as open space, The Owner will provide total right-of-way of not less than fifty (50) feet inclusive of the existing proscriptive riaht- 0 TIVIP 61-00-00-154 0 TMP 61-00-00-158 One thousand dollars ($1,000) per single family detached dwelling unit, seven hundred fifty a pedestrian connection to the Greenway through the Belvedere Corrrrnuqlty,�j ijternal trail -eceipt of 0 TNIP 61-00-00-160 dollars ($750) per single family attached or townhouse unit, and five hundred dollars ($500) system, as illustrated in E'xhibit 5A, 5B, and 5C,'�' 01 -way, The right-ofway shall be conveyed within six (6) months following i TIMP 61-00-00-161 per inulti-fairilly condominium unit. The cash contribution shall be due and payable with vvritten notice by the Coun�y, in the form of a general warranty deed and the Owner shall 3.1 bear tile cost of a survey and preparation of the deed. If the dedicated land is riot used for the cacti application for a building permit. This cash proffer shall not apply to Carnage House (3r.c nwav bji�- TMLP 62-00-00-5 Within thirly (30) days following request by the County, was dedii�ated within two (2) years froin the date of dedication, the ur�ts or multi-fam0Y rental housing. This cash contribution shall be used for the purpose of Owner shall Contribute ten thousand dollars ('SIO,000) cash for application toward the cost of punpose for which County shall transfer the land back to, and for the use of, the Owner. 11NIP 62-00-00-2C funding affordable housing programis including those provided by nonprofit housing agencies COnsti-Lictilig a pedestrian bridge fliit:�inu the Rivanna River GTeenway in Danlora (Tax Map C, 4 TMP 62-00-00-6A within Albemarle County. If this cash contribution has riot been exhausted by the County for Parcel 62F -A3) to Rivel-Run (Tax Ma',',�)' Parcel 62 -DMA), thereby - alloA I TMP 62A3-00-00-1 i in ten (10) year ving neighborhood 4.4 Connection to Dunlora Farm, The Owner shall dedicate upon demand by the the stated purpose with' s from the date of the last payuient of the contribution, residents access to facilities in pen park arid other portions of the Gireenway system. If the all the unexpended funds shall be refunded to the Owner. request is not made within County, a fifty (50) foot wide right-of-way extending from Road D to the propel ty lineat the Belvedere Station Land Trust is the fee simple owner of a !X-. interest, along with Charlotte G. � seven (7) years frorn the date of subyrtission of the first final site eastern terminus of Road J, as shown on Exhibit 2C of the General Development Plan. The plarl for Phase 1, th�is proff eye Road ROW associated with TINIP 62-00- 1 �er shall become null and void. If such cash contribution is r and Jacob C. Levenson in a 5.40 acre Belved 2-2 Carriage House Ullits. Owne-r proffers to require tbrouah tile lot sale contracts on �iot right-of-way shall be conveyed within six (6) months following receipt of written notice by 00-2A, vvhichis wholly owned in fee -simple by Charlotte G, and Jacob C. Levenson e a e e n S f 0 t eypended for the stated purpose witliiu two (2) years ftom th d t th f� d w,�re the Coiintyl fee simple, in the form of a general wxTanty deed and Owner shall bear the cost the Property the construction of a minimum of 103 Carriage House Units on the Property that contributed to 'tile County3 all unexpended funds shall be refunded to the 0woer. o J of the deed. '17he County must accept the dedication within twelve meet the requirements for a single family dwelling as defined in the Virginia Uniform , f a survey and preparation Durdora LLC is the fee simple owl"Ier of the following parcel: Statewide Building Code. Each Carriage House Unit shall conform to the Code of 4. Roarti—Constr c (12) nionths f'ollowing i's deniand for dedication, Jf the dedicated land is not used for the and ]�,e_scrvation of Right _Nylly, Development, Appendix A, Carriage House Units, General ' Standards, Each Carriage House .-of purpose for which it was dedicated within ten (10) years from, the date of dedication, the County shafl transfer the land back to, and,for the use of, the Owner. TMIP 61-00-00-157 'Unit shall be on the same parcel as the, primary dwelling umit to which it is accessory. 4.1 North Fre �i_141�Connector Road. The Owners sl all dedicate upon demand by it xhi Carriage House. Units may not be subdivided ftom the primary residence. The subdivision the County a one hundred (100) foot wide right-of-way to publi c, use as shown on E bit2B' 4�5 Fairview Access. The, Owner agrees to provide to Fairview Swim Club,-_-4w4wr-�' Robert Flaitser Hoines IncAs the fee simple ow"er of thefollowinn parcel: restriction shall be described on the plat Creating such parcels and be incorporated into each of the General Development Plan and labeled "Reserved Road ROW". Where less than one Zn L deed conveying title to sucl). parcels. burldred (100) feet of right-of-way is a,,failable on the Owner's Property (Approximately the :a fifty (50) foot wide access easement from Belvedere Drive to the edge of the Fairview TMp 62-oo-oo-ZB firs' 8'00 feet from Rio Road), the Owner shall dedicate the available light -of -way. Fee Swim, Club Property, (Tax _Map Parcel 61-160B w�id 61-160C) to facilitate vehicular access StorieRaus Inc. and Henry Nelson Sprouse are the fee simple owners of the following parcel 3. QpepSpaq�� and GreenwAn_ to the existing Fairview entrance or in other such location that is mutually agreeable to the simple interest shall be dedicated by the Owner within six (6) months followi`ng receipt by parties and in conformance with applicable County and VDOT regulations. Tbe Owner shall TNIP 62-00-00-3 1. 1 Open ace Die Owner shall restrict from development all open space areas tile Owner of written notice of dernand by the County, Tle Owner shall, pay for the costs of grant casement within sixty (60) days following approval of, final road plan for Belvedert Surveying and preparing deeds necesSax�,, to complete such dedication, The Couuty must Boulevard lit Phase 1. Which are axeas not shown as development parcels on the General Development Plan. in no accept the dedication within twelve (12) months following its dernand.for dedication. The foregonig parties are, collectively refirred to herein as tile "Owner," which term shall event shall the total area of open space areas, which include the preservation areas, include any successors in interest. All of the parcels listed above are referred to collectively conservation areas, greenway (defined in 3.2 below), buffer arid park areas shown on 42 Future North Free State Con 5. Overlot Gradingr Plan Exhibits 5A, 5B and 5C of the General Development Plan, be less than twenty-five percent nector Ex(cnL1ol)9_C_)Ad_,, The Owner shall dedicate a as the "Property", (25%) of the total land within tile Property. These areas shall be for the use and enjoyment one hundred (100) foot strip of land along the Property boundal-y with the Nor-falk Southern 5�1- Subdivision Plans. The Owner shall submit an overlot grading plan meeting the i of the resident,,; of the, Property, Railroad &� Shown on Exhibit 2C of the General Development Plan and labeled "100' Pursuant to Section 333 of the Albemarle Coull�ty Zoning Ordinance (the "Ordiriance"), subject to the restrictions that may be imposed by any requirement of this section (hereinafter, the "plat,') with the application for each subdivision Reserved Road ROW" for dedication upon demand by the County for tire purpose of of Property ijltto single family detached lots and single family attached dwelling units shown owner bereby voluntary proffers the conditions listed in this Proffer Statement, which shall d eel aration recorded as part of a conveyance of these,areas to a homeowner's association, consrru��ling a road that extends the North Free State CanDector Road northward across the a on the General Developmmt Plan. The plan shall show existing and proposed topogn phic i sh, A -nore, primarily c-mployed for construction, industrial, rnar'time, Ifeatures to tic considered in th(: developi-ner.,t ofthe proposed subdivision. The plai ffl be thousand (5,000) pound�; or i The Planning prior to land disuirbance within the study area. All Phase 1, Phase- II, and Phase Ill ling and forestry uses, appr ved by the County Eng' final approval of the subdivision plaL Mir. to prKIr t( studies shall rnect the Virginia Department of Historic Resources' Guidelines for Preparing A pI ri, N proncl-Ty within tile sobdiv sion shall be garaded as shown On the �tpprovl; a Archaeological Resource Manaoernent Reports and the Secretary of the Interior's Standaxd ccrtificate of occupancy shall be issued l6r any dwelling on a lot where the County Engineer h Pas, I detennirled the lot grading is not consistent with the approved gfadinp- plan, The plan and Guidelines for Archaeological Documentation, as applicable, and shall be. conducted 8 Code. under the supervision of a qualified archaeologist who meets the qualifications set forth in shall satis�v the following: [be Secretary of the Interiors Professional Qualification Standaxds. All approved treatin" Standards -The Owner shall pre -pare and record a declaration of' 8.1 Arch ' plans shall be incorporated into the plan of development for the site and shall be adhered to covenants, conditions �uld restriWoris that, among other things, establishes architectural 'rile plan *,all'show all nropo,��d streets, building sites, setbacks, �,> (a) 11-1 during the clearing, grading, and construction activities thereon. standards equal to or more stringent than the archltectlMll standards in the C,odc of surface drainage, drive)Nays, trails, and othex features the County Engineer Development, and establishes an Architectliral Standards Committee ("ASC"). The determines are ne--dcd to veriN that the plan satisfies the Teq1nTCMCT1tS OfthiS 6,2 Potential Artifacts, Should Phases I or 11 or Ill studies yield objects 01- artifacts proffer of declarationshall include among the. powers and duties of the ASCthc authority and arebaeologic2l significance, these objects shall be conveyed to the Virginia Department of responsibility to dctermine that each structure within thc 1-1ropierty conrphc�q (b) The plan shall be drawn to a scale riot greater than one (I-) inch equals Historic Resources (VDI -IR) for long term preservation, Should Phase .111 fieldwork yield all applicable architectural standards before subt-nittin with Lh g the proposal to the County to conduci fifty (50) feet. subsurface architectural features and artifacts related to IS - or early 19`�-ccn.tury domestic its review for conipliance with the architectural standards established in the Code (c�) All proposed grading shall be shown with contour intervals not greater occupations at Free Statc, and should these sjtcs, be dcen,)cd archaeologically significam oy 0 f D e v el' o p i r, c nt. than two (2) fecL All concentrated surface drainage over lots shall be clearly archaeologists with the Digital Archaeological Axchive of Comparative Slavery shown with the proposed grading, All proposed grading shall be designed to (DAACS) based at the Thomas Jefferson Foundation, these artifacts will be submitted to tit-, Signatures ofAll Owners, Printed Narries of All Owners: Date: assure that surface (11-ainagge can provide adequate relief front the . flooding of archaeologists at the Tbomas.Jefferson Foundatiori for analysis and entry into DAACS prior (d Graded slopes on lots proposed to be planted with turf grasses (lawns) dwellings in the event astorm sewer fail,.;. to being conveyed to the VDHR. Tile Owner will be solely responsible for Conveying all shall not exceed a gradient of three (3) ff,-,-t of horizontal distance for each one artifacts analyzed by DAACS to the VDFIR within thirty (30) days 0, receipt of 'such k - slopes shall be vegetated with artifacts. (1) foot of vertical rise or fall '3:1). Stccpc� low rnaintenance vegetation as detennined to be appropiiatc by the County's _VS -1 �0_ <-- 6.3 Roadside Markers. Upon request by the County, the Owner shall uont ibute up to Dunlora LIX by PTOM ain autbority in its approval of an erosion and sediment control plan for n Robern Hmser Hon s Inc. Nlanaaer by: 11 five thousand dollars ($5,000) cash to fund the cost of creating and installing two roadside the land disturbing activity. '11'hese stct�per slopes shall riot exceed a gradient r? historical markers as described io section, 5 of the Code. oftDevelopment. if tile request is not of two feet ofhorizontal distaaQe for cacti one (1) foot of vertical rise or made within one (1) year from the date of approval of the first final site plan for Phase 1, this 0 __�71 t C) C) :37 'rig, grading recommendations S UL inds that the fbll (2:1), unless the County E ineer f proffer shall become null and void, If such cash contribution is not expended for the stated for steeper slopes have adequately addi-essed the impacts, purpose within two (2) years fi7om the date the funds were contributed to The County, all (c) Surface drainage inay flow across up to three (3) 'lots before being unexpended funds shall be refunded to the Owner, collected In a stol-in se-wer or directed to a drainage way outside ofthe lots. stoneli ails, Inc. by CEO (f) No stirfaQc drainage, across a residential lot shall have. more than L-ne- 7. PhasingARA a) - _Aligggtiort of Im act. lialf(I 12) acre of land draining to it, 4 :�P­ _j (a All drainage frorn streets shall, be carried across lots in a storm sewer 1 7,1 Phasiag.. Phases of Belvedere inaastructure will be consLrur-ted sequentially to a point beyond the rear of the building sltc� beginning with Phase 1, then 2, etc, This proffer shall not restrict the Owner's ability to develop multiple phases concurrently nor shall it require ilie completion of all buildings and 6, presel-vation of 1-jistoric Structures, Sites and Archaeological Sites. other improvements in one phase before beginning construction on' the next. 6.1 A -u e jchacuio Lc:al ui�Lev. A Phase I Archaeological St dy for the Property sha b 7.2 MLiti-a_ti9ri of Construction Traffic lmnact. The Owner shall tie]- '050�yl -dng f -view and a-0proval prior To ther establish, ,binitted by the Owner to the Director of Plain or his re 1. to sL nor allow be established, ingress or egress for any vehicle, heavy equipment, or farin issuance of a grading permit. An arch aeol cgi cal resource treatment Plan shall be submitted rnacNnery or farm equipment to and from the Property except at the intersection of tlie by the Owner to, and approved by, the Director of Planning for all sites in the Phase I study aligriment of BeIndere Boulevard and East RioRoad, as shown on Exhibit 2B, and from the that are recomniended for Phase 11 evaluation, andlor identified as being eligible for inclusion Signualre of Attoincy-in-Fac-t P�_n'ie_d_Natr e _oA t to rr, ey —in northern. segment of Free State Road that crosses Free State Bridge, as shown on :Fxll�ibit on die Nat] orial Rcgi ster of Historic Places. Ift a Phase 11 study is undertaken, such a study 1, of the General Development Plan, or on any public street shown on a final subdivision plat shall be approved by the Director of Planning and a treatment plan f6r said sites shall be fliat has been constructed and accepted by 'VDOT or bonded for accepi tance by VDOT, For submitted to, and approved by, the Directoi- of Phinxii-ag for sites that are determined to be purposes of this proffer, the term. "vehicle" means every device on or by which any person or eligible for inclusion the National Register of Historic Places and/or those sites Chat require a property is or may be transported or drawn on a highway, except devices moved by human Phase Ill study, if, it), a Phase 11 study, a site is detcrmined to be eligible for nomination to poweror used exclusively on stationary rails or tracks, that are used in theconstruction on or the National Register of Bistoric Places and said site is to be preserved in place, the treatment below the Property, including all improvements placed on the property by the Owner, its pIan shall inclirde nornination of the site to the National Register of Historic Places. If a contractors, subcontractors or agents. The term "heavy equipment" means self-propelled, Phase Ill study is und crtaken for said sites, such studies shall. be approved by the Director of self -powered or pull -type equipment and machinery, including 'engines, weighing five H ,SCOTT R. COLLINSZ Lie. No. 035791,1, `�,S��IOIVAL 2! 0 ry, U U) In Z LU 0 0 > Lij UJ Ice IN