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HomeMy WebLinkAboutSUB201400126 Plan - ApprovedPRELIMINARY SUBDIVISION PLAT APPROVED WiTH REZONING em PLATTED DEVELOPER: STONEHAUS DEVELOPMENT, LLC vPARKING: FOR BLOCKS 4, 7 & 8, PARKING ON LOTS AVAILABLE IN GARAGES AND 100 10th ST. NE, SUITE 301 DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS. CHARLOTTESVILLE, VA 22902 FOR BLOCK 9, PARKING IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED 434.974.7588 FROM THE STREET. CONSERVATION AREAS ON- STREET PARKING IS AVAILABLE AS SHOWN ON SHEET 3, AND SHEET 6. Conservation Area Preservation Area OWNER: Conservation Area 1/TMP 062A3 -00 -00 -00100 LOOURCE OF BOUNDARY SURVEY: DB 3488, PG 552 WW ASSOCIATES (OVERALL BOUNDARY FOR BELVEDERE DEVELOPMENT) BELVEDERE STATION LAND TRUST ALTA/ ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC 2421 IVY ROAD DATED FEBRUARY 6, 2006 CHARLOTTESVILLE, VA 22903 ,/ " ✓SOURCE OF TOPOGRAPHY: vTMP 06200- 00- 00 -002A1 VIRGINIA RESOURCE MAPPING DB 3627, PG 668 AERIAL SURVEY DATED DECEMBER 22, 2005 BELVEDERE STATION LAND TRUST Acres 2421 IVY ROAD JDATUM: ELEVATIONS BASED ON NAD '83. CHARLOTTESVILLE, VA 22903 Acres 11 VTMP 06100 -00 -00 -16000 0FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN DB 3488, PG 552 ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE BELVEDERE STATION LAND TRUST / DATE FEBRUARY 4, 2005. 2421 IVY ROAD 12 CHARLOTTESVILLE, VA 22903 +J/ STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA SFD S ou__V-tn �_7e -lC. 2 n G1 218 WATERSHED: '�UPPER_RIVANNA RIVER WATERSHEA. THIS PROPERTY IS NOT LOCATED IN A ENGINEER: i//COLLINS ENGINEERING WATER SUPPLY PROTECTION AREA. 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 vEiISTING VEGETATION: CLEARED, SLOPING PARCEL WITH GRASS COVER CONTACT: SCOTT COLLINS, PE - .,� 434.293.3719 ..STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS IN ACCORDANCE WITH 39 THE CODE OF DEVELOPMENT AND COUNTY REQUIREMENTS. TAX PARCEL #: 6100- 00- 00- 16000,062A3- 00 -40- 00100,06200- 00- 00 -002A1 12.48 25 ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA TOTAL ACREAGE: 06100- 00- 00- 16000(PORTION): 5.15 AC. PUBLIC ROADS AND PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW 062A3- 00- 00- 00100(PORTION): 10.27 AC. DRIVE, CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN 06200- 00- 00- 002AI(PORTION): 1.30 AC. THIS DEVELOPMENT, ALL PROPOSED ROADS SHALL BE PUBLIC. ✓TOTAL: 16.72 AC. / 1,P14ASING: / / PHASE I: BLOCKS 7 & 9 - ZONING: NMD PER ZMA #` -04 W/ Eel- VEDERE- COC�APPROVAFO�.TANUARY- -201 -0 (/�OCOMi7ANIE66Y -AP RO ED VARIATT�ON REQUESTS DATED 2 -3 -201 PHASE II: BLOCK 4 PHASE III: BLOCK 8 3 -24 -2011) 16.68 28 BUILDING SITES: LOTS 1 =56 & 197 -208 AND THE RESIDUE OF 06100- 00 -00- 16000, NOTE: THIS PRELIMINARY PLAT INCLUDES PORTIONS OF BLOCKS 4, 7, 8, AND 9 06200- 00 -00- 00300, 06200 -00 -00 -00500 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH FROM THE APPROVED REZONING PLAN. THE REMAINDER OF BLOCKS 7 AND 9 ARE SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. LOTS 118 -121, 57, & 58 ARE FUTURE BE PLATTED WITH BELVEDERE PHASE IIA. LOTS IN THIS SECTION WHICH ARE STILL ZONED R4. THESE LOTS WILL BE REZONED TO MATCH 3 4 EXISTING SETBACKS OF THE NMD STANDARDS. PROPOSED USE: RESIDENTIAL � T, 16 UTU�f~ - =�Q Nk1QRtSE_�TTS, 6 FUTURE / V `;: ONSERVATION PLAN: A CONSERVATION PLAN SHALL BE REQUIRED WITH FINAL ROAD PLANS. SINGLE FAMILY DETAAND 33 -55 CARRIAGE UNITS - 101 -123 -U ITS VCEMETERIES: SITES SURVEY OF THE SITE. TOTAL AND 6 FUTURE LOTS NO BURIAL WERE FOUND DURING FIELD DEVELOPMENT DENSITY: IMPERVIOUS AREAS: MIN: 101 DU / 16.72 AC. = 6.04 DUA ROADS & ALLEYS: 3.4 AC. MAX: 123 DU / 16.72 AC. = 7.35 DUA SIDEWALKS: 0,4 AC• 6 7 LOTS: 4.3 AC. 30 WNMZ TOTAL 8.1 AC. GREEN SPACE/ OPEN SPACE PROPOSED: 14 32 CONSERVATION AREA(AC) PRESERVATION AREA(AC) OPEN SPACE(AC) TOTAL GREEN SPACE (AC) BLOCK 4: 0 0 0.27 0.27✓ w BLOCK 7: 0 0 0.00 0.001,/ BLOCK 8: 0 0 0.99re BLOCK 9: 0 0.22 T 0.00 ) 0.22 TOTAL 0.0 0.22 1; 8 1.48 ' 4 27 3 _ NOTE: ALL OPEN SPACE TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. TABLE 4 - OPEN SPACE: COMPARISON WITH APPROVED REZONING PRELIMINARY SUBDIVISION PLAT APPROVED WiTH REZONING em PLATTED PROPOSED WiTH PHASE II COMMENTS DIFFERENCE FROM REZONING INCLUDED IN THIS PRELIMINARY PLAT. Block Conservation Area Preservation Area OtherGreen Sp�" ce CONSERVATION AREAS SHOWN Conservation Area Preservation Area OtherGreen Space Conservation Area Preservation Area OtherGreen Space Conservation Area Preservation Area OtherGreen Space Park or Green Space Location Acres Acres 37 (Acres)'? 12 DB /PG 12 Acres Acres Acres Acres Acres Acres Acres Acres Park'A' 1 2.3 20 ';rJ' CARRIAGE 322 12 2 26.83 SFD 19 218 Not yet platted 237 8.83 3 Block 11 25 - .,� FUTURE LOTS ss8 & u9 0.4/ 39 3.13 3 12.48 25 CARRIAGE NOT PART OF BELVEDER 14 Not yet platted 3.13 4 16.68 Open S aceBlock2 T &TTV., LOT 161 1.2 >:5' 4.14 4 16.68 28 11 1 22 61 Not yet platted 5 6.86 3 4 Block 2, Commons and 2 k, 58 0.7 5 6.86 29 III PHASE I E LOPMENT. 16 45 6.56 6 7 9.32 8.72 30 WNMZ 9 too= Greenway 14 32 53 66 5.69 7.57 "/ 9.32 8.72 28 30 BELVEDERE BOULEVAQQ �` �� __ 11 20 39 50 4.18 5.73 8 Not yet platted 27 3 _ 0.37 AC REISERVED FOR 26 69 N,�.Xl 8 7.9 22 20 42 5.32 9 9.41 Block 2 open space remains to be platted. - Block2 Open Space Including 3 ` 9.41 4.22 LOT 15 7 Belvedere Blvd 23 3.30 10 93.4 52 ace platted thus far is 0.92 ac. Total open space Final Site Plan & 10 62 SWM #3 10 93.4 50 16.4 L plat 08 3543 PG 225 50 0.54 TOTAL 206.68 259 56 below rezoning 0100 0.00 -0.92 TOTAL 206.68 235 ( 218 103 Belvedere PH 1 2.84 1 - 1 Belvedere Town Center platting complete. Open space platted SWM tt4 3 ' ;' 0.48 plat DB 3545 PG 54 LOT 166 1.44 exceeds rezonin b 0.96 ac. 0.0 0 0.00 0,96 LOT q I Final Site Plan - Beivedere Blvd . t Village Green 4 1.4 plat DB 3543 PG 225 & Belvedere PH 1 1.72 - Open space at northern corner pocket parks remains to be Open space Belvedere Ph. 1 plat DB ` 25 14 39 plat DB 3545 PG 54 a LOT168 platted. platted exceeds rezoning b 0 3 2 ac 0.00 0.00 0.32 - 0 14 - 14 JJ/ 3.29 0.61 Belvedere Blvd 0 0 0 - 0 0 - 0 3545 PG 54 Platted open space includes roundabout ou lobo" t co t Pa 4 for this block I 1' plat DB 3543 PG 225 & Belvedere PH 1 0 , and pocket arks. No opens ace remains p p P be Is jp!r Belvedere Ph. 1 plat DB 3545 PG 54 & Plat showing 7.56 34 to platted. Total open space platted platting incomplete 5.33 1 13 - 17 31 - 35 6.57 12.89 p lat OB 3545 PG 54 0 l2M' - 65 - 69 5.35 3.79 0.5 ac, less than rezoning. 0.00 0.00 -0.50 Park'E' 5 for this block � 0.53 Proposed - Phase it development 0.00 0,00 -0.07 r� Belvedere PH 1 platting complete. Open space platted is 6.$. UnearPark'F' 6 r.6 7.8 4.12 '+ plat DB 3545 PG 54 3.04 6.80 1.08 ac. less than rezoning 0100 0.00 -1.08 Park'G' 7 0.06 0 1.9 ?. 16 - 24 16 - 24 0.75 Proposed - Phase II development 0.00 0100 -1.15 Eark'H' 8 i 0.2 1. __..._ Not yet platted Open Space Block9 9 y fY � � � �,� �' 0,3 6 Proposed - note a portion of block 9 remains OILY X. to be platted 0.73 0.83 1.26 ck9 . Qse vat n 9 kd. --.- p - -� 46 4.5 but still under 909 0 ; Phase II 0.02 0.17 0.00 Easement; 10 - 10 46 - 46 4.49 -0.92 2 0 1 - 4 - 7 subdivision of 6A 1 AU UnearPark T 9 & 10 '.i 5.35 ( Not yet platted Open Space Block 10 . _._ 30 3.51 4,59 Belvedere Phase !IA 6.65' 29 f29 49-58 _ Not yet platted 2.07 Lii>earEarkK' IO `I 7 - 19 9.18 0,$ 3 0 0 0, . - 12 7 - 19 2.18 0.00 _ s1° Not yet platted 0 20 - 20 18 - 18 Park'L' 10 1 0,5 Not yet platted Park'M" 10 `t ; 0.2 '' Not yet platted `i Rivanna River Bottomiand 10 N� . 41,85 7.9 ? ► fF 58 - 64 8.10 7.90 Not yet platted 0 20 )ffi6 58 64 n/a 0.00 _ LW 0 83.65 5 - 5 Belvedere Ph.1 plat DB platting incomplete Acres I,�' p ' 3545 PG 54 7.99 1 4j Total ;�� 18 2.3 for this block 1.42 5 0 5 5 TOTAL 9.41 53.81 Acres 7.62 Acres 22.22 Acres Green 23 - 23 2.44 0.00 10.20 0.09 1.17 3.04 2 - 2 -0.71 -0.66 -1.18 Space or 40% of Site 0.00 0 0 0 0 0 0 0 n/a 93.40 52 NOTE: PORTIONS OF BLOCKS 4, 7, 8, AND 9 ARE INCLUDED IN THIS PRELIMINARY PLAT. THE REMAINDER OF BLOCKS 7 & 9 ARE PART OF BELVEDERE PHASE IIA PLAN. THE PRESERVATION AND CONSERVATION AREAS SHOWN WITHIN BLOCK 9 ON THE REZONING PLAN WILL BE PROVIDED WITH THE PLATTING OF THIS SECTION OF BLOCK 9. APPROVED REZONING BELVEDERE MAXIMUM RESIDENTIAL DENSITIES BELVEDERE MINIMUM RESIDENTIAL DENSITIES BLOCK GROUP AREA (AC) TABLE 1 MAXIMUM RESIDENTIAL DENSITIES BLOCK GROUP AREA (AC) TABLE 2 MINIUMUM RESIDENTIAL DENSITIES SFD SFA /TH APTS/ MF CARRIAGE HOUSE UNITS TOTAL DENSITY SFD SFA /TH APTS/ MF CARRIAGE MOUSE UNITS TOTAL DENSITY 1 15.08 12 E 12 0.8 1 15.08 APPROVED UNDER SP- 2007.00054 0 0 2 26.83 0 20 302 CARRIAGE 322 12 2 26.83 SFD 19 218 CARRIAGE 237 8.83 3 12.48 25 - .,� FUTURE LOTS ss8 & u9 14 39 3.13 3 12.48 25 CARRIAGE NOT PART OF BELVEDER 14 39 3.13 4 16.68 032' 11 LOT 161 26 69 4.14 4 16.68 28 11 1 22 61 3.66 5 6.86 3 4 0 ITRVED :F LOTS ARE NOTE: F TURF 24 58 8.45 5 6.86 29 III PHASE I E LOPMENT. 16 45 6.56 6 7 9.32 8.72 30 WNMZ 9 too= 14 32 53 66 5.69 7.57 6 7 9.32 8.72 28 30 BELVEDERE BOULEVAQQ �` �� __ 11 20 39 50 4.18 5.73 8 7,9 27 3 _ 0.37 AC REISERVED FOR 26 69 8.73 8 7.9 22 20 42 5.32 9 9.41 444 25 - 25 2.66 9 9.41 23 LOT 15 7 - 23 2.44 10 93.4 52 Final Site Plan & 10 62 0.66 10 93.4 50 16.4 L 50 0.54 TOTAL 206.68 259 56 314 146 775 3.75 TOTAL 206.68 235 30 218 103 586 2.84 O}i �-,,. ;sh ' ME '. MWIS2,5-a0mo ,th R "' - LOT i76 .4th LOT 177 j LOT 178 i LOT 1 I 1 LOT 181 19 LOT 180 LOT 175 BLOCK 7 LOT �m <, -LOT 173 p )' LOT 172 �� x i ��. -ter,•. _ LOT 171 �:.• -. .a LOT 172 jxa LOT 169 ERA a loft LOT194 i LOT 1Ys LOT 193 LOT 189 LOT 19z I 1 LO't7 88 l 1 LOT 190 LOT 1g1 I,LOT 187 \ 1 1 1 1 ,� 1� SHEET LAYOUT SCALE: 1" = 100' TABLES 1 & 2: COMPARISON WITH APPROVED REZONING -NVS SHEET NVS - N S --- NVS - N NVS -- NYS -- Q NVS -- NVS NVS LAYOUT S UTILITY PLAN 4 L0T28 � I:Ot38 I � I i L - - - - -� I I 2T a5 7 I I L------- - - - - -J II _ E I FUTURE SPORTS FIELD APPROVED UNDER SP- 2007.00054 LOT 160 AREA SFD SFA /TH APTS/ CARRIAGE TOTAL DENSITY COMMENTS AREA SFD WPM, APTS/ CARRIAGE \I ' -. .I o.a6 AC RESERVED FOR m I I - .,� FUTURE LOTS ss8 & u9 p I ` 34 NOTE; FUTURE LOTS ARE SFA /TH M CARRIAGE NOT PART OF BELVEDER (AC) - PHASE It DEYELOPMEN MF I LOT 161 (AC) M �] iVIF I I f 40T4> 1 - 120 & 12z HOUSE UNITS -� LOT 159 ITRVED :F LOTS ARE NOTE: F TURF - I r ill NOT OFi BELVEDERE III PHASE I E LOPMENT. I LOT 16z a s\ I _-L_--- _ ' L ---- J---- L ----- J ___ 1 - -- g 0.00 BELVEDERE BOULEVAQQ �` �� __ _ _ -_-- - -- _ - - - - - �`• T - - 0 0 n/a 15.08 ti LOT 158 0.37 AC REISERVED FOR 0 - 0 12 - 12 FUTURELIOTS57 &58 1OFREIVE0 LOT 163 a u; O7PART RE - Z.'h. LOT 15 7 - LOT 164 } . Final Site Plan & 19.59 25 296 ` 321 16.4 L 19.59 LOT 165 25 296 LOT 156 321 - 321 16.39 7.24 0 -5 6 0 - 0 1 - 1 Belvedere Town Center platted LOT 166 ' aY LOT 155 Final Site Plan - . t LOT167 Belvedere Ph. 1 plat DB ` 25 14 39 3.3 a LOT168 11.87 25 , 0 14 - 14 39 - 39 3.29 0.61 0 0 0 0 - 0 0 - 0 3545 PG 54 for this block LOT i76 .4th LOT 177 j LOT 178 i LOT 1 I 1 LOT 181 19 LOT 180 LOT 175 BLOCK 7 LOT �m <, -LOT 173 p )' LOT 172 �� x i ��. -ter,•. _ LOT 171 �:.• -. .a LOT 172 jxa LOT 169 ERA a loft LOT194 i LOT 1Ys LOT 193 LOT 189 LOT 19z I 1 LO't7 88 l 1 LOT 190 LOT 1g1 I,LOT 187 \ 1 1 1 1 ,� 1� SHEET LAYOUT SCALE: 1" = 100' TABLES 1 & 2: COMPARISON WITH APPROVED REZONING -NVS SHEET NVS - N S --- NVS - N NVS -- NYS -- Q NVS -- NVS NVS LAYOUT S UTILITY PLAN 4 L0T28 � I:Ot38 I � I i L - - - - -� I I 2T a5 7 I I L------- - - - - -J II _ E I FUTURE SPORTS FIELD APPROVED UNDER SP- 2007.00054 DB /PG AREA SFD SFA /TH APTS/ CARRIAGE TOTAL DENSITY COMMENTS AREA SFD WPM, APTS/ CARRIAGE \I ' -. .I o.a6 AC RESERVED FOR m I I - .,� FUTURE LOTS ss8 & u9 p I ` 34 NOTE; FUTURE LOTS ARE SFA /TH APTS/ CARRIAGE NOT PART OF BELVEDER (AC) - PHASE It DEYELOPMEN MF I (DUA) (AC) M �] iVIF I I f 40T4> 035 AC R FOR .�' 120 & 12z HOUSE UNITS -� �� ITRVED :F LOTS ARE NOTE: F TURF - I r ill NOT OFi BELVEDERE III PHASE I E LOPMENT. I I _-L_--- _ ' L ---- J---- L ----- J ___ 1 - -- 0.00 BELVEDERE BOULEVAQQ �` �� __ _ _ -_-- - -- _ - - - - - �`• T - - 0 0 n/a 15.08 0 0 0.37 AC REISERVED FOR 0 - 0 12 - 12 FUTURELIOTS57 &58 1OFREIVE0 O7PART RE it A'x A , LIMITS :r S "/ 0 0 N a U VICINITY MAP w _. v� 0 SCALE: 1" - -1000 �, �• W EC EXISTING CULVERT EARTH DITCH CUL VER T DRI VEWA Y CUL VER T A DROP INLET & STRUCTURE NO. BENCH MARK CURB CLEARING LIMITS CURB & GUTTER PROPOSED PAVEMENT - - - VDOT STANDARD STOP SiGN EC -3A DITCH -200- EXISTING CONTOUR 200 6" DEPTH OF EC -3A DITCH PROPOSED CONTOUR � n EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION �- TBC DENOTES TOP /BACK OF CURB d6- DEPTH OF EC -2 DITCH T/B DENOTES TOP OF BOX UJ ce ■ I N*0 TITLE SHEET COVER SHEET 1 EXISTING CONDITIONS 2 LAYOUT 3 UTILITY PLAN 4 GRADING PLAN 5 DETAILS 6 PROFFERS 7 TOTAL SHEETS 7 SETBACKS: TABLE 9 FROM CODE OF DEVELOPMENT - NO CHANGES PROPOSED Primary Structures 1, 4 carriage Houses & Accessory Structures Townhouse SF 30' -40' SF 41' -50' SF 51' -60' SF >60' All Lots Front Build -1:6 from Street 2 8' -16' 8' -16' 8' -16' 8' -16' 16' (same asPrimary Structure) Side Setback3, 4 0' 3' 3' 3'- S' (same as Primary Structure) Rear 1 10' 10' 10' 10' 10' 4' Rear 4' W 4' 4' 10' 4' 1. Porches (1& 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, eaves, and entrance stoops many encroach intothe area between the minimum build -to range and the front R.Q.W. lineup to 4' from the front R.O.W. line. They may encroach into the area 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 are allowed within the minimum side yard. 3. Where aside setback of less than 411" is used, a 6' maintenance easement shall be recorded on all properties adjacent to the side setback of less than 411 4. Where an alley adjoins aside yard, the minimum setback is 3'. 5. Carraige houses must be located to the rear of the primary residence. 6. Other accessory structures may not be placed in front of the primary structure, Restrictions Governing Structures Extending Beyond the Front Build -to Line Covered Porches Townhomes Covered Porches Single FamilyHomes Open Porches Single Family & Townhome Min De th 1 Max De th Min Width 4' 10' 8' 5' 10' 8' 3' S. 4' 1. The dimensions of porch shall be measured from the edge of the house to edge of the floor area and shall not include any steps. ' QEVE�2�M1 �1T 4414'N- -T TI ACTUAL TO DATE BE4VEDERE_EHA5E II PORQSED TOTAL PLATTED/ PROPOSED TOTAL REMAINING DB /PG AREA SFD SFA /TH APTS/ CARRIAGE TOTAL DENSITY COMMENTS AREA SFD SFA /TH APTS/ CARRIAGE TOTAL MAX DENSITY AREA (AC) SFD SFA /TH APTS/ CARRIAGE TOTAL MAX DENSITY AREA (AC) SFD SFA /TH APTS/ CARRIAGE TOTAL (AC) MF HOUSE UNITS (DUA) (AC) iVIF HOUSE UNITS (DUA) MF HOUSE UNITS (DUA) MF HOUSE UNITS 0.00 0 0 0 0 0 0 0 n/a 15.08 0 0 12 0 - 0 12 - 12 The Reserve at Belvedere construction plans - Final Site Plan & 19.59 25 296 321 16.4 approved, lots 19.59 0 25 296 0 0 321 - 321 16.39 7.24 0 -5 6 0 - 0 1 - 1 Belvedere Town Center platted Final Site Plan Belvedere Ph. 1 plat DB 11.87 25 14 39 3.3 Platting complete 11.87 25 0 0 14 - 14 39 - 39 3.29 0.61 0 0 0 0 - 0 0 - 0 3545 PG 54 for this block Belvedere Ph. 1 plat DB 3545 PG 54 & Plat showing 7.56 34 4,5 platting incomplete 5.33 1 13 - 17 31 - 35 6.57 12.89 0 l2M' - 65 - 69 5.35 3.79 0 0 1�0' 0 0 - 0 lots A thru K for this block � Belvedere Ph. 1 plat DB 3545 PG 54 6.$. 1 - 9 ` 50- 53 7.8 platting incomplete for this block 6.80 34 0 0 0 - 0 0 - 0 0.00 0.06 0 0 0 16 - 24 16 - 24 Beivedere Ph. 1 plat DB platting complete, OILY 3545 PG 54 & plat showing 10.24 288 10 46 4.5 but still under 10.24 28 0 10 - 10 46 - 46 4.49 -0.92 2 0 1 - 4 - 7 subdivision of 6A 1 AU construction Belvedere Phase !IA 6.65' 29 f29 49-58 8.7 platting incomplete for this block+ 2.07 0 - 12 7 - 19 9.18 8.72 I 3 0 0 0, . - 12 7 - 19 2.18 0.00 -2 0 0 20 - 20 18 - 18 A `i 7.9 ? ► fF 58 - 64 8.10 7.90 X16 0 20 )ffi6 58 64 n/a 0.00 5 LW 0 oiscomw 5 - 5 Belvedere Ph.1 plat DB platting incomplete I,�' p ' 3545 PG 54 7.99 1 4j ;�� 18 2.3 for this block 1.42 5 0 5 5 3.52 9.41 0 0 0 0 23 - 23 2.44 0.00 2 0 0 0', I 2 - 2 0.00 0 0 0 0 0 0 0 n/a 93.40 52 0 0 0 - 10 52 - 62 70.7 148 44 33 225 3.2 16.72 52 16 33 - 55 101 - 123 7.36 87.42 200 60 .296 66 - 88 559 - 581 6.65 119.26 59 -4 18 37 - 58 110 - 131 NOTE: PORTIONS OF BLOCKS 4, 7, 8, AND 9 ARE INCLUDED IN THIS PRELIMINARY PLAT. THE REMAINDER OF BLOCKS 7 & 9 ARE BEING PLATTED WITH BELVEDERE PHASE IIA. z (n o Z -� 0 z i iW- \ O - -, -- -,- - .. - `�N ---- -- . — -- . . NOTES: I . - . --- I I I \ . .--- -j- ---I- - . - . 1. TOPOGRAPHY PROVIDED BY VIRGINIA RESOURCE MAPPING BY AERI.AL SURVEY , ---, . -- I I - DATED I . . DATED DECEMBER 22, 2005. BOUNDARY PROVIDED PROVIDED BY LICENSED LAND -------- -I- . - . -- -L - ' - --- - .-- - - ----- SURVEYOR AT COMMONWEALTH LAND SURVEYING IN MARCH OF 2014. THE SITE WAS -- � -- . ---L- . - . - -- . - . -L - - - -- ' -- '. . -------------------�- - - - FIELD VERIFIED ON MARCH 5, 2014 BY COLLINS ENGINEERING. - -- UTH RNLROAD ----- 2. THERE ARE NO 100-YEAR FLOODPLAINS OR WPO BUFFERS LOCATED ON THIS ' - ----� NORF � III 1 yw�l I -------__ ---------------------------�— � rl�l � - --- -------l­ --- Oyp�� SITE PER FEMA MAP PANEL #51003CO279D DATED FEBRUARY 4, 2005 & COUNTY ,������ ----- ----� . N*IiIIT:1� - GIS, RESPECTFULLY. 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COLLINS�� + C) No. 35791 3468 0.08 102'x 34' 3 4800 0.11 -T 4 4800 0.11 3468 o.08 102'x 34' ylo 5 I101VAL 4800 0.11 3468 0.08 1 02'x 34ti - - - - - - - - ----- 4 �4_ 6 5665 0.13 4510 0.10 104'x 44' -45L 1278 0.03 71'x 18' -450 0.04 1870 - - - -- - - - - - - 8 1869 0.04 1491 0.03 71'x 21' 7 - - - - - - -- 9 1869 0.04 0.03 71'x' 21' 1491 -460-. 10 1869 0.04 1491 0.03 71'x 21' 11 1869 0.04 1491 0.03 71'x 21' ---- --------- 12 1869 0.04 1491 0.03 71'x 21' 13 1869 0.04 1491 0.03 7- 'OP PHAL-T -EXISTIPjG FIR ERTY is 1862 0.04 1274 0.03 71'x 18' MLJTI�15URPOSE TRAIL: L 0.03 71'x 18' 14 1840 0.04 1259 INE 1869 0.04 1491 0.03 71'x 2V 16 0.04 1491 0.03 71'x 21' S �* 1869 z 0 18 1869 1491 u 20 1869 0.04 1491 0.03 x 21' 0.03 71'x 21' gr 19 1869 0.04 1491 aRT 71' P++Ab 21 1869 0.04 1491 0.03 71'x 21' 22 1846 1263 0.03 NS NVS N�V,S z 0 23 4428 0.10 3150 0.07 105'x 30' 4182 0.10 2940 0.07 105'x 28' t24 L 4182 0.10 2940 0.07 105'x 28' 26 4182 0.10 2940 0.07 105'x 28' I Lb T\ 27 4290 0.10 3125 0.07 105'x 3Y 28 3344 0.08 2256 0.05 94'x 241 it LOT 0.05 9 29 3360 0.08 2256 4! x 24! 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FUTU RE UOTS ARE O' 41 5954 0.14 4488 010 102'x 44' m Lu 7231 0.17 42 104'x 53' 0.13 5538 0 53' NOT PART OF BELVEDER M/ LOT ICW x 5Y I ELVEDER ce 5190 0.12 k/W -F op 43 6796 0.16 PHASEJI DEVEL r�j I 6832 0.16 5192 0.12 104'x 50' FUTURE NEIGHBORHOOD 44 LO 45 7272 0.17 5616 1 0.13 10,V x W CENT�R_SITE­ - I L__p x 46 8006 0.18 6238 0.14 104 x 60' 7320 x 54' ,47 5616 0.13 104' 6382 0.15 4869 0.11 102'x 4W -T* z 0 49 4830 0.11 3377 0.08 102'x 34' F7 < 50 5993 o.14 4422 0.10 102'x 44' AC R RVED FOR 0 oT FUIUK 'S & 102' ..I �u 11 40 LQ I` 41 L !.OT, .35 51 7124 0.16 5435 0.12 x 52' Co Lu 52 6015 0.14 5104 0.12 102'x SY I m 0 I I _ARE JNOTE: F T J LOTS K(TYP) Z 0 < 00 53 6730 0.15 5100 0.12 102'x 50' 7z NOT PA OF BELVEDERE PHASE I E 54 0.17 102'x 54' VjLO 5522 0.13 7196 7858 0.14 102'x 60' 55 0.18 6116 0.14 4590 0.11 102'x 45' 56 6120 IT sm. 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IN F�ET 2 I inch �50 ft. 3 0 HE 0HE ---- ------- H OHE E H 0 H E LOT 70 F- LOT 71 (D LOT 72 NVS NVS LOT 73 00 LOT 74 Ul LOT 75 T- LOT 76 -- L LOT 77 LOT 78 F- I- F- 0 0 (D LOT 44 LOT 45 NVS NVS co NVS --- 00 c,,l Ul F- I- F- c) 0 0 LOT 44 LOT 45 NVS NVS NVS NVS --- NV:--) O NVS NVS NVS END OF PROPOSED W/L EXPANSION r) 0 X m 0 > PROPOSED FH ASSEMBLY,-,, m 0 m MAXIMUM 500' OF ROADWAY SPACING (TYP.) > PROPOSED T EXISTING CONNECION TO Ld I G1 E GLE G 1 E G L E G 1 F 8.: w 6 W PROPOSED RETAINING WALL PROPOSED CONNECTION • TO EXISTING S/L EXISTING SANITARY— SEWER EASEMENT DB 3545PG54 PROPOSED PRO 00 m nk T M P M, "T RETAINING WALL Q NVS NVS Nff).- -- — ��SS \ NVS -- NV— NVS NVS NVS NVS LOT i m m M LOT 28 LOT 36 END OF PROPOSED 7: W/L EXPANSION 3 PROPOSED CONNECTION TO EXISTING S/L LOT 29 WITH FH ASSEMBLY LOT 2 LOT 37 LOT 30 BLOCK8 LOT 23 LOT LOT 31 3 24 m LOT LOT 38 PROPOSED FH ASSEMBL) LOT 32 PR( EXF MAXIMUM 500' OF LOT 4 ROADWAY SPAC ING LOT 25 0 c I PROPOSED 8"—, m 3 LOT 33 SANITARY S/L PROI (TYP.) 0.26 AC RESERVED FOR 0 Ln LOT 26 FUTURE LOTS 118 & 119 MAX LOT 5 I PROPOSED FH ASSEMBLY,— ROA 7 LOT 34 MAXIMUM 500' OF NOTE: FUTURE LOTS ARE NOT PART nE! DE:1 X/Cmcr) 04- ---ROFADWAY`-SPACMG--(TYPj- loll PHASE 11 DEVELOPMEN x PROPOSED LOT 27 LOT SANITARY S/L LOT 35 PROPOSED 8" SANITARY S/L (TYPI \�PROJECT LIMITS (TYP.) LOT 39 I LOT 40 LOT 41 AC R RVEDFOR LOT 46 LOT 47 0.35 FUTUR 0 S 120 & 121 NOTE:F TU FLOTSARE NOT PA OF BELVEDERE PROPOSED 8" W/ EWOPMENT. PHASE I PROPOSED 8" W/L EXPANSION EXPANSION X 7, BL2 K 4 f c 1 1 1 1 8 I N w w w w w w W W-= w w w w w w BE�VEDEQE B0yL.,.EVAe12__ w w w w W W 3 PRC)Posr!!p 8,1 W/L .111 rKUPOSED FH A SEMBLY, MAXIMUM EXPANSION 500'0 ED FOR ROADWAY SPACING (TYP.) 0.37 AC RqSERV � LOT 48 LOT 49 LOT So LOT 51 LOT 52 LOT 53 LOT 54 FU TURE OTS 57 & 58 LOT 55 I LOT 56 NOTE: FUTURE LOTS ARE _Z1 1 111111 H C, ,SCOTT R. COLLINSZ No. 35791 ;2� END OF PROPOSED W/L EXPANSION LOT 42 LOT 43 LOT 44 LOT 45 AC R RVEDFOR LOT 46 LOT 47 0.35 FUTUR 0 S 120 & 121 NOTE:F TU FLOTSARE NOT PA OF BELVEDERE PROPOSED 8" W/ EWOPMENT. PHASE I PROPOSED 8" W/L EXPANSION EXPANSION X 7, BL2 K 4 f c 1 1 1 1 8 I N w w w w w w W W-= w w w w w w BE�VEDEQE B0yL.,.EVAe12__ w w w w W W 3 PRC)Posr!!p 8,1 W/L .111 rKUPOSED FH A SEMBLY, MAXIMUM EXPANSION 500'0 ED FOR ROADWAY SPACING (TYP.) 0.37 AC RqSERV � LOT 48 LOT 49 LOT So LOT 51 LOT 52 LOT 53 LOT 54 FU TURE OTS 57 & 58 LOT 55 I LOT 56 NOTE: FUTURE LOTS ARE _Z1 1 111111 H C, ,SCOTT R. COLLINSZ No. 35791 ;2� END OF PROPOSED W/L EXPANSION END OF PROPOSED W/L EXPANSION OT PART OF BELVEDERE uj -i RASE 11 DEVELOPMENT. R OSED FH AS EMBLY, /-PROPOSED CONNECTION Op AXI '0 TO mum 500 ROADWAY SPACING (TYP.) APPROVED W/L p --9 PROPOSED ON CT NE APPROVED 8" SANITARY \ �.. CONI I \ \ �� �\ i— r— r— I i— r' — r \ r— I \. I ADDOMIr-r) %Al/l TO SEWER (TYP.� NVS NVS NVS NVS --- NV:--) N'Vs 0 T- -- L uj z )NING LIMITS YP.) FUTURE SPORTS FIELD APPROVED UNDER SP-2007-00054 SED 8" WAL SION �ED FH Ab�tMbLY, IM 500, or uJ ky SPACING (TYP.) x Lu )JECT LIM�TS I I z 0 < � P.) 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I ADDOMIr-r) %Al/l TO SEWER (TYP.� :,�— .,Short Version SMP Computations For Worksheets 2 - 6 __ ________ I � ____ Z:i��____ Albemarle County Water Protection Ordinance: Modified Simple Method � -----_ __ _____ --- --_Plan: BELVEDERE,PHASEII ______ Water Resources Area: Dewlopment Area — "1_111��� I . __�__ �P_ Project Drainage Area Designation PROPOSED SWM FACILITY ___ — ___ __- __ __ ITS WATERSHED & SHALL HAVE A - __ __ � ITPI - — _" _��______ - --) " __ — - — ___ — _____ _____ — __ __ / � . -- , REMOVAL RATE EFFICIENCY OF 65% — — — — __ __ — - __ — - — --- i #Mjm*��: ;;;;; 0 z PJ <__ - __ ---- .. __7- � —_ - _­1_ _� small storm correction factor, 0.9 450-- \\-/ ----' — __ — __ __ ,_ ,�& . - - — __ - __ I - , A --� . 1 117 — — ,__ ___ ____ _- — __::�____ - __ - __�"_ I— , __ - - __ — 4 -6,1- DIRECTED TO PROPOSED - -- -- .— — ___ - ___� ___ Z _�_ � . _ ______________________________ ___ — C pollutant concentration, mg/l or ppm target phosphorus _ � " DETERMINEa-DURING fRE FINAL S LAN — --- — " - -- -_ __"L r__ - "­.,.­_..­ " - - "� --- ,---,_______-------- I :, I — - ­ - �;_.,-1 <_���.;.�,s:,"'--­ 11 �� F__ I-, - `2 ..� lim ervious Cove 1\ __ �, �'7 ­ ��_,_ f—, a. f� '_ .", _,,_ 11 ____ I pre -development Area post-development Area Roads And Sidewalk s btotal Driveways and walks Number Area subtotal Number Area subtotal ._______.___4_____-_ 0 Future Attached Homes 16 1200 19200 Future DetacheCRo­m�s______ 2 2GGO 1 4 65200 Active crop land Area Area - _ ,,,:.��_\ __ __ I � ,7,7\ . __ - _____ ____ __ - __ " ,-,, ,-­,___---, __ ,!: ­­­ __ \ - 1_­:�_ ----____ '­-`,.­ — ,..;��,.z;:,;,.'; ­ I _'_1 - -__ - — ____ - __ ____ _Q_ __ ', 11, ____ _____ __ ....�'...'.-�:,"!"', __ __ ---__ , C __ -- - — I I I - C) - - ___ - __ , 1 _____ :::�::-__- LU . - __ ____ — ___ - . ___ __+ , __ __ ___ - ____ -__ --__ "-\ " - ____�­_ - ---____ a ___ ­­_ . .". 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I / _-) I )o \ \ \ mi �� �,101 "I - __ GRAPHIC kAL " 'O I ___ - THE FINAL SITE PLAN REVIEW, I 11 I - 0 I Z__ _/ il - '� 11IIIII1,,`II`I"I`III`\ ­ -1-1 —__ A _\ I �11� . is -_ 2 < � - - il,� 480---- -_ _J_ \ ., - ____ I- ---I- __ - / - �� \ \ :�E _ 41" - ,,_, \ / *_ . ___ -,— --__ 3: - -0 ____ - J. -- _: ___0 ": ': -_ --- --, ­% - r- ____\ __< __, --- — �Z_l "" _t__ ,,_ _1_/ I \ 1�, __/ It � I \ LOT 77\\ z ,z ___ ___ __ PROPOSED D E / I'm , - =49 I I - - - , - N \ - -'--,) - - - I PROPOSED DRAINAGE DIVIDE FOR "ART OF BEL -- � 7 .Z "I \--/ I 11 I -\ I I - I \ �_ I,/ z I-"' ____ RAINAG - -1111111111111111— I ---' -_ -- - -_ I I LOT 27 :___ ____ 3: _/ APPROVED SWM FACILITY TREATING A E-1-1-DEVEL _I� -M I � \�_ I I �_ - i i I , __ . SWM FACILITYY - ----_ _ 1-1 - __ I 1z".- I 1_� � , \\ I I - I \ - - K�I � \ / . / 1z I-,- _ , - -1-, __ �: 0 1 1 - � "Mus =:r�__­ - I- "*A IN16I)l soon �__ \f ,_--,--- , I I I / - I - - - __ ---\ I -- " it I II_ ,11IIIIIIIII, - I F 14 _/ . ;;�-�� ___, --- - Z A \ \ , z I - T__ / _,Z � -_ - zl --- ____ \ 7, -_ - , ** -\ 'RVED FOR \1 I I I 1_ - ,�_ ___ PROJ�CT LI I � I ,_ / //((\, ,( * * 14* 1 _ k PROJE TS / 1 --, I- _111 _ - , � (TYP.) L �097 LOT,0 42 L - ,�OT 46 LOT 47 th C13 __ I � - - ,/ / _, .- vk 0439 - J-aT. APPROVED DRAINAGE DIVIDE FOR I "I FUTUR 0 S 120 & 121 i (TYP.) \_� 11 � r ,\\ 01-- - __ ,zr � ---.-- - __ I - \ W, , ::E 7� __ '96 7__!_1 I/ - --- - _ -) ___� I a (n - ,_�, 00 ,) - \ .., pm�,-, 0 N *$ . -_ - ------ I -_ '__� - — 1*1�6 I / ­ �_ -_ I NJ . / /-, I I M . �_ 1-1 I - '---- _,//,� I - / - I-, / - - LA - -_ _N­1__ 1_1'1__� / . - M11 - -I- -- -- V \ \ I . It .. i �_...._____ - I : ______� ,, ___," ,: - ___ I / 0 / ', :., . 1 4,;%­- ­... 1. . I _:� __ -, .0005�!�� ___ - ., / \ I --.--- 114IR ______1__1TL_------ - f Wr, =-- / A___.______. � 0 1 , . - . 1. - - - -_ -_ - - __... - - --- - - M -- - - __ --- - ___ _____ ,,� ,X / - � - . - — \_ - . I - � � \ BLO 4 1 I--,' -- , -49 - -:�--- __"___ ___:::�� ___\ - __ __ ____ I i __1­___ - __ _. 2L __ __� ;� -_ - / �__ � _________ T_ I- __ _. , - - / - - :�z , -- ) -_ /) - .> - , -_ -_ )_ I w __-- _� "-I' , - +-- C_ = ---C-- - T 0 -_ --- 4 1 _T�d� Cr _f - W W - �_—J - ,, _ __Jw -=W - - _____ I - � � " I. � " - � � " t 2 Is I c ALBEMARLE COUNTY PROPOSED WITH PHASE 11 PRELIMINARY PLAT Ooo FINAL PLAN GENERAL NOTES PA VEMENT Design 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 36' F /C -F /C TO' On- Street OF THE A TE BA SE MA ETOI ASUBMITT GENERAL CONSTRUCTION NOTES Mn Planting DEVELOPERGWiLLABE REQUIRED FOR ENGINEERS APPROVAL THE PROPOSED ROW Width Exhibit 11 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 CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA COMPACTION BEFORE BASE IS PLACED. DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY 3• TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE ROW Width MEETS REQUIRED GRADATION FOR TYPE 1, Ii, OR III PRIOR TO PLACING AGGREGATE BASE. REQUIREMENTS OF THE PERMIT SHALL GOVERN. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT 2, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS Traffic Flow THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. Parking AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 J. EROSION AND SIL TA T /ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH Strip DAYS, THE PUGMILL REQUIREMENT WILL APPLY 4" THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. MIN CLEARING, GRADING OR OTHER CONSTRUCTION. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. Bike Lanes BEFORE SURFACE TREATMENT IS APPLIED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABL Y 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. (3j .3 PRIME COAT RC -250 ®0.3 GAL. /SQ. YD.). 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN iN THE 8 BI BITUMINOUS SURFACE TO APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA NECESSARY IN OR ER TO R R D DESIGNEE, T IS DEEMED D OPINION F THE COUNTY ENGINES 0 E I 0 E CO N ' DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. STABILIZE A DRAINAGE CHANNEL. STABILIZE Z ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO TRAFFIC CONTROL DEVICES. NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE Section WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PIPE -CLASS Ill. (�) PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA THE STREETS RIGHT OF WAY. STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Mn Fc -FC GENERAL CONSTRUCTION NOTES FOR STREETS GENERAL WATER & SEWER 1. ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDOTSTANDARDS Dukes Lane AND SPECIFICATIONS. CONDITIONS 20 2. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT -OF -WAY OR 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY WITHIN EASEMENTS PRiOR TO ACCEPTANCE. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. N INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE J. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END 5' AUTHORITY OFFICIALS AT THE START OF THE WORK. TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LiNE OF THE PROPOSED WORK ARE NOT REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF VDOT (FOR PUBLIC ROADS) OR THE 2 way NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT COUNTY ENGINEER (FOR PRIVATE ROADS), OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS Y THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE 6' STRUCTURES AS NECESSARY. OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL 4. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY CONFORM TO VDOT CG -9(A, B OR C). SERVICE AUTHORITY. 5. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1- 800 -552- 7001). PAGE 2 OF 4 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DiTCH SECTIONS, AS SHOWN 6. ALL WATER AND SEWER PI PES SHALL HAVE A MINIM UM OF 3 FEET OF COVER MEASURED FROM ON THE TYPICAL PAVEMENT SECTION DETAIL„ SHALL BE STRICTLY ADHERED TO. THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LiNES, 7. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD Y - on SERVICE LATERALS, AND WATER LINES, ETC. THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. THESE PLANS SHALL BE NULL AND VOID. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE 8. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM VALVE DURING A FUTURE EXTENSION OF THE LINE. TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING 9, ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER ORDINANCE AND MANUAL. 9. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE 10. CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED COUNTY SERVICE AUTHORITY. NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. street 11. VOOT STANDARD CD -1 OR CO -2 CROSS - DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL 2" SM -9.5A AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. SURFACE COURSE 12. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED Public 20 INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE VIDEO INSPECTION SHALL BE CONDUCTED IN 2 N ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE. N gg CC qqCC AGGREGATE 6' 5' B�ASEOCOURSJD ROAD NOTES Street ���� \, GRADING 2 way COMPACTED . THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE G STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL 6' 5' GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT. Exhibit 11 (4) PARKING LOT P A VI N G 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH NO SCALE SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES 2" SM -9.5A SURFACE COURSE AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER allowed on PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. T INTERMEDIATE COURSE DRAINAGE �" COMPACTED AGGREGATE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH BASE COURSE, VDOT #21A NO A MINIMUM COVER OF ONE (1) FOOT. \��\`�'� ���'� \� o\� \� \� \'� \� �\ TRl 2. STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. COMPACTED 10 J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH SUBGRADE AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN one side ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS ASPHALT PAVING - ROADS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE 16 ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL NO SCALE WATER COURSE. TOP OF 4P)7 2» R CURB - AN --AN \. `. 6" - 1 ".1�_ -.- 4 a 4 13" - a a a °. a 7" I l i l E -L-BE ' ° Q IIII d a .. ... �. °. " •.a Iiyll 1 6" 2' DOT #57, #68, OR #78 STANDARD CG -6 STONE BASE UNDER CURB C CURB 8c GUTTER CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND /OR BACKFILLING. N _ NVS - 17-�-- NVS A NVS ---� -- - _ NV _ - NVS - -- NVS --•• _ NVS -- NVS --- NVS ..T _ -( BBARTLETTAVENUE _ _ -4'' UBLIC ROAD Z � _ _ I IL , - -'j i i i SCOTT R. 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C\� '�.� BELVEDERE BLOCK 10 LU # # E ~',., L °r>a, , Lorie3 , L °,.9. � - v FUTURE DEVELOPMENT o STONE BASE ` e I , ---r' DUNLORA FARM FUTURE o N 1 6 UNDER CURB. �w�� -I^ , DUNLORA SUBDiV SIO DEVELOPMENT STANDARD CG-2 387 SINGLE FAMILY N / DETACHED DWELLING UNITS NO SCALE . > \ � ��:` \ ASSUMED W i (VARIABLE WIDTH) 4" CONC. -\ �-- 4" 21 -A STONE BASE CONCRETE SIDEWALK NO SCALE RIP GENERATION TE: TRIPS INCLUDE BOTH PHASES 2A AND 2B P GENERATION FIGURES BASED ON I TE TRIP GENERATION MANUAL, 7TH EDITION 5 SINGLE FAMILY DETACHED UNITS - I TE LAND USE CODE 210 AD T.• 1005 VPD (502.5 ENTER/ 502.5 EXIT) AM PEAK: 78.8 VPH (19.7 ENTER/ 59.1 EXiT) PM PEA K. 106.1 VPH (66.8 ENTER/ 39.2 EXI T) TOWNHOUSE UNITS - I TE LAND USE CODE 230 AD T.• 93 VPD (46.5 EN TER/ 46.5 EXIT) AM PEA K. 7.0 VPH (1.2 EN TER/ 5.8 EXI T) PM PEAK: 8.3 VPH (5.6 EN TER/ 2.7 EXIT) PHASE l0 (FUTURE) SINGLE FAMILY DETACHED UNITS- I TE LAND USE CODE 210 AD T•• 574, 2 VPD (287.1 EN TER/ 287,1 EXIT) AM PEAK: 45 VPH (11.3 ENTER/ 33.8 EXIT) PM PEAK: 60.6 VPH (38.2 EN TER] 22.4 EXIT) i'AL TRIPS. • 1672 VPD TABLE 8 ROAD STANDARDS - APPROVED WITH REZONING PROPOSED WITH PHASE 11 PRELIMINARY PLAT Ooo 4' Public or Design 4' Travel 36' F /C -F /C TO' On- Street Paved Mn Planting Mn ROW Width Exhibit 11 SHEET NO. Public or Design Travel On- Street Paved Nn Planting Mn ROW Width Exhibit 11 Cross Street Name Street Type Private Speed Traffic Flow Lanes Bike Lanes Parking Median Width, Strip Sidew alit (3) Cross Street Type Private Speed Traffic Flow Lanes Bike Lanes Parking Median Wdth, Strip Sidew alit (3j Section (� (Tot. #) Mn Fc -FC Wdth Section (�) (Tot. #) Mn Fc -FC Wdth Dukes Lane Street Public 20 2 w ay 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) Y - on street G (Colbert ert Street Public 20 2 way 2 N Y N 28' 6' 5' 52' Exhibit 11 (4) Street Public 25 2 way 2 N N 28' 6' 5' 53' Exhibit 11 (4) St) allowed on one side only H (Barnett Street Public 20 2 w ay 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 w ay 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 w ay 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 (Outbound D (Farrow Street Public 30 2 w ay 2 N only N 32' 6' 5' 56' Exhibit 11 (6) Street Public 30 2 way 2 N Y N 34' 6' S' 59' Exhibit 11 (6) Dr) w /bumpout S) (`'°urnalius (Residential Alley Private WA 2 w ay 2 N N NIA 14' NIA NA 20' Exhibit 11 (8) Alley Private WA 2 w ay 2 N N WA 14' WA WA 20' Exhibit 11 (8) Alley) ) (Residential) _.. (Winn Alley (Residential Private NIA 2 w ay 2 N N WA 14' NA WA 20' Exhibit 11 (8) (Residential) Private NIA 2 way 2 N N WA 14' WA WA 20' Exhibit 11 (8) & Reubiiny) ) (Alley) Alley (Residential Private WA 2 way 2 N N WA 14' WA WA 20' Exhibit 11 (8) sid Private WA 2 way 2 N N WA 14' WA WA 20' Exhibit 11 (8) Alley) ) (Re ntial) * Roads R & X were not included in Table 8 Road Standards from original Code of Development FUTURE RIW EXPANSION EXIST. GROUND I--------- - - - - -- I - EXIST. GA 004. 000 oo O -__, _.- o dip 000 Ooo 4' 12' i2' 4' 81Kf LANE LANE LANE B1Kf LANE 36' F /C -F /C TO' TYPICAL STR.EZT SECTION' V NOTE.- POr8LIC ROAD BARTLETT AVXNV E (ROAD Z) TRAVEL LANES WITH INFORMAL DESIGN' SPRRD 30mph PARKING ON ONE SIDE ONLY ONE SIDE (MSTZD SPZZD .If fIT Z6'rnph) SHALL BE POSTED 'NO PARKING'. NOT TO SCALE EXIST. GROUND EXIST. GROUND EXIST. GROUND EXIST. GROUND NOTE.- NO PARKING I - All EXIST. GROG -t EXIST. * .Section numbers correlate to Streetscape sections shown on Exhibit » of f the Belvedere General Development Plan i I I R(W C/L p� ///TpF R[W FINISHED GRADE SURFACE COURSE EXIST. GROUND EXiST. GROUND 3;1 -+--- r EXIST. GROUND T. GROUND EXIST. GROUND ( BASE I EXIST. GROUND 3' •7' T T �"j(�3 zo' PRIVATE ALLEY SECTION (8)* Courneliw Alley (alley q), Reubin Alley (alley o), Phillips Alley (alley r&p), Finn Alley (ZO' PRIVATE ACCESS ESMT.) NOT TO SCALE' Cg�v�'> '3TRIP GENERATION SCALE: 1" = 150' CG-6 I POINT OF SIDEWALK CURB & GUTTER C� FINISHED GRADE X111 r•, •�, / 1411. ' il. -II • .. o00 02 G= %8".00 o0 o c do occ =•.. PLAN SiR/P p 5' C 30' E /P -E /P Ii^ 34' F /C -F /C 59 R/W NOTE.- TYPICAL FTREffT SECTIOW (6)* TRAVEL LANES WITH INFORMAL Farmw Drina (Road D) PARKING ON ONE SIDE ONLY ONE SIDE DESIGN SPEED 80 mph SHALL BE POSTED 'NO PARKING'. (,WSTZD SPZZD LI&IT .*SMJA) NOT TO SCALE CG-6 CURB & GUTTER PLANTING SM/P CONCRETE RI SIDEWALK EXIST GROUND EXIST. GROUND z a I<- �m o � Z -� O :Q W z LU 0 Cq r` EXiST. GROUND EXIST. GROUND NOTE: TRA VEL LANES WITH INFORMAL PARKING ON BOTH SIDES. CONCRETE R/W SIDEWALK TYPICAL ,Sr)?TAT SUCTION (6-)* Barnett Street & Zsetta lane (Road A), flukes Lane & Shelton Street (Road 1), & Fowler Street RESIGN SPEED Z5 mph NOT TO SCALE CG -6 CURB & GUTTER 'm���� POINT OF FINISHED GRADE 28' F /C -F /C 53' R M NOTE. TM TYPICAL STREL�'T S.E'CTION �4'* TRA VEL LANES WITH INFORMAL Colberi Street (Road G), PARKING ON ONE SIDE ONLY ONE SIDE DESIGN SPEED Z5 mpJi SHALL BE POSTED 'NO PARKING'. NOT TO SCALE CG-6 CURB & GUTTER CONCRETE SIDEWALK R/W _ - 3;1 i • EXIST GROUND �r PL SM/P � - TR /P F_ EXIST. GROUND .v LU JOB NO. 112059 SCALE AS NOTED SHEET NO. 6 .v TH011� SCOTT R. COLLINSZ No. 35791 ll�- k rONAL E11 z O a v w 0 z O U) U) z Ui 0 H 0 H W ce z 0 a i4- (1) m w Z J O S z W ~ a It w d N h 0 SCALE G O SHEET NO. o a 7 m c5 Z w w z z w v) z J J O U O G O N G O V G N N N N a x N 0 t O t o+ G Y O Vl G O U 7 N G O U O O G V "O .O O Q U 7 N G O V O ID O C 7 a .N V G 0 0 0 s 3