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HomeMy WebLinkAboutSUB201200115 Review Comments Signature Copy 2013-03-15OWNERS APPROVAL THE SUBDIVISION OF LAND AND EASEMENTS DESCRIBED HEREON ARE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPIETORS. AND TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO BE DEEMED AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED T(l THIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. iii « FOOTHILLS CROSSING, INC NOTARY PUBLIC THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIB 3r✓ DAY OF 969 c,V . 20 1?2 N'�OvO\. Lbvj l Reg•# 7533 L8( My Commission Expires IM 39 LvI NOTES: 1. THE DEVELOPER RESERVES A 25' UTILITY AND /OR DRAINAGE EASEMENT ALONG ALL FRONT LOT LINES, 20' ALONG ALL REAR LOT LINES AND 10' ALONG ALL SIDE LOT LINES. 2. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT WILL BE REQUIRED BY A.C.S.A. AND R.W.S.A. IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES.THESE EASEMENTS WILL BE CENTERED ON THE FACILITIES WHEN CONSTRUCTED. APPROXIMATE SANITARY SEWER EASEMENT LOCATIONS ARE SHOWN HEREON. 3. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. SHOULD ANY STORM LINE OR DRAINAGE STRUCTURE BE BUILT SIGNIFICANTLY DIFFERENT FROM THE PROPOSED ALIGNMENT SHOWN HEREON, THE NEW EASEMENT ALIGNMENT SHALL BE RE- PLATTED. 4. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE. 5. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE, RELOCATE OR VACATE ANY EASEMENT AS NECESSARY, SO LONG AS THE PROPER AUTHORITY AGGREES, REGARDLESS OF THE SALE OF ANY LOT. 6. COMMON OPEN SPACE SHALL BE OWNED, CONTROLLED, AND MAINTAINED BY THE FOOTHILL CROSSING COMMUNITY ASSOCIATION. 7. OPEN SPACE AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. THE DEVELOPER RESERVES THE RIGHT TO CREATE, REVISE OR VACATE EASEMENTS WITHIN THE OPEN SPACE. B. NO FURTHER DIVISION WITHOUT PLANNING COMMISSION APPROVAL. 9. ONLY ONE DWELLING UNIT PER LOT. f0. ALL LOTS SHALL BE SERVED BY PUBLIC WATER AND SEWER. 11. SUBJECT PROPERTY APPEARS TO LIE IN FLOOD INSURANCE RATE MAP ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON COMMUNITY PANEL NUMBERS 510006 0229 D. 510006 0235 0 AND 510006 0245 D. EFFECTIVE DATE: FEBRUARY 4, 2005. 12. THE STREAM BUFFER SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 13. PARK RIDGE DRIVE MAY EVENTUALLY BE EXTENDED AND BECOME A THROUGH STREET. 14. EACH LOT SHOWN HEREON CONTAINS A MINIMUM BUILDING SITE AREA OF 5,625 s.f. AS WAS DETERMINED TO BE THE REQUIRED MINIMUM AREA DURING THE PRELIMINARY SUBDIVISION PLAT APPROVAL PROCESS PER CHAPTER 18, SECTIONS 4.2.1 AND 4.2.201)1 OF THE ALBEMARLE COUNTY CODE. 15. THE EXTERIOR BOUNDARY IS BASED ON AN ACTUAL FIELD RUN SURVEY PERFORMED BY THIS OFFICE IN JUNE OF 2006. 16. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. 17. UTILITIES AND EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. 18. INDICATES IRON TO BE SET UNLESS OTHERWISE NOTED. NO IRONS ARE TO BE SET AT THE EASEMENT CORNERS. 19. THE AREA ON THIS PLAT DESIGNATED AS TEMPORARY TURN -A -ROUND WILL BE CONSTRUCTED AND USED AS OTHER STREETS IN THE SUBDIVISION UNTIL SUCH TIME AS THE ROAD IS EXTENDED, AT WHICH TIME THE LAND IN THE TEMPORARY TURN -A -ROUND AREA WILL BE ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH SPECIFIC PROVISIONS IN THEIR RESPECTIVE DEEDS. 20. ALL ROADS ARE TO BE DEDICATED TO PUBLIC USE. 21. THE LAND USE REGULATIONS LISTED HEREON ARE IMPOSED PURSUANT TO THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT ON THIS DATE AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. THEY ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ROUDABUSIL GALE & ASSOCIATES, INC. ENGINEERS, SURVEYORS AND LAND PLANNERS ® q PROFEBBIONAL CORPORATION SERVING VIRGIN /A BINGE 196! a,9unvxi i n vun.IwLR nmmni i s vx9.wu mom e e APPROVED FOR RECORDATION [A s171�i �v1 .� 34513 Agent, Board Of Supervisor Date KOITTI&IP am, WU.LIALIA J. LEDBETTER Lic. No. 1507.13 TYPICAL WATER & SANITARY SEWER EASEMENTS ( N.T.S.) 1 OTHER HYDRANT, Y R SANITARY -x - -� SEWER APPURTENANCE - -�.- -1 --10' 10' 20' * THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES. * 20' WATER AND SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE ASBUILT LOCATIONS OF THE LINES. GRID NICK SITE DATA OWNER: FOOTHILLS CROSSING, INC. MINIMUM LOT SIZE 321 EAST MAIN ST SUITE 201 MINIMUM OPEN SPACE CHARLOTTESVILLE, VA 22902 LEGAL DESCRIPTION: TAX MAP 56K, PARCEL AS SOURCE OF TITLE: PHASE 2 TOTAL AREA 2.231 - EASEMENT PLAT D.B. 3794 pp. 4784 (PLAT) MAGISTERIAL DISTRICT: WHITE HALL OPEN SPACE DRAINAGE DISTRICT: SOUTH FORK RIVANNA 2.730 Ac. RESERVOIR WATERSHED ZONING DISTRICT: R -i 705,266 s.f. MAXIMUM STRUCTURE 16.191 HEIGHT: NOT TO EXCEED 35' SETBACK REQUIREMENTS: * 25' - FRONT G CORNER SIDE STREET 15' - SIDE * 20' - REAR * FOR NON- TYPICAL LOTS HAVING LESS THAN 50' OF WIDTH BETWEEN THE SIDE SETBACK LINES AT THE FRONT OR REAR SETBACK, THE FRONT OR REAR SETBACK SHALL BE INCREASED UNTIL THE 50' MINIMUM WIDTH IS MET. NON- TYPICAL FRONT AND REAR SETBACK LINES ARE SHOWN ON SHEETS 2A AND 3A. THIS PROPERTY DOES NOT LIE IN AN AGRICULTURAL / FORESTAL DISTRICT. SUBDIVISION PLAT PHASE II FOOTHILL CROSSING LOTS 1 - 8 AN D 69 - 84 LOCATED NEAR CROZET WHITE HALL MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA RT. 810 CROZET ANXIE CLAIb1US MET PARK AREA AND BULK REGULATIONS THIS IS AN R -1 CLUSTERED DEVELOPMENT UTILIZING BONUS FACTORS. AREA AND BULK REQUIREMENTS ARE AS SHOWN BELOW. GROSS CLUSTER DENSITY R -1 DEVELOPMENT 1.11 O.U. Ac. (MAXIMUM MINIMUM LOT SIZE 20,000 s.f. MINIMUM OPEN SPACE 25% MINIMUM FRONTAGE 80' DENSITY CALCULATIONS PHASE 1 - - -- 16 UNITS / 16.191 Ac. = 0.99 D.U. /Ac PHASE 2 - - - - -- 24 UNITS / 24.898 Ac. = 0.96 D.U. /Ac TOTAL - - -- 40 UNITS / 41.089 Ac. - 0.97 D.U. /Ac TO DATE SHEETINDEX 1 MlOTCN'O RD UA FOOTHILLS PHASE II tl E BASIN VICINITY MAP 1" = 2000' AREA SUMMARY - PHASES 1 & 2 TO IVY PHASE 1 LOTS 488,809 s.f. B9.875 11.222 Ac. Ac. 69.3% - EASEMENT PLAT PHASE 1 R/W 97,192 s.f. PHASE 2 TOTAL AREA 2.231 - EASEMENT PLAT Ac. 13.8% Ac. PHASE 1 OPEN SPACE 119,265 s.f. 48.786 2.730 Ac. 16.91 PHASE 1 TOTAL AREA 705,266 s.f. 16.191 Ac. 100.0% PHASE 2 LOTS 504,908 s.f. 11.591 Ac. 46.6% PHASE 2 R/W 86,409 s.f. 1.9B4 Ac. 8.0% PHASE 2 OPEN SPACE 1 493,250 s.f.1 11.323 Ac. 45.4% PHASE 2 TOTAL AREA 1 1.084,567 S.f. 24.898 Ac. 100.0% AREA SUMMARY - RESIDUE TMP 56K -A1 BRIG. TMP 56K -A1 3,914.945 s.f. - COVER SHEET B9.875 2/5 Ac. PHASE 1 TOTAL AREA - 705.265 s.f. - EASEMENT PLAT - 16.191 3/5 Ac. PHASE 2 TOTAL AREA - 1,084,567 s.f. - EASEMENT PLAT - 24.898 Ac. NEW TMP 56K -A1 2,125.112 s.f. 48.786 Ac. PERCENT OF OPEN SPACE TO DATE PHASE 1 2.738 Ac. OPEN SPACE 16.191 Ac. TOTAL AREA PHASE 2 + 11.323 Ac. OPEN SPACE + 24.898 Ac. TOTAL AREA TOTALS 14.061 Ac. 41.069 Ac. 14.061 / 41.089 - 34.2% OPEN SPACE PROVIDED TO DATE * UPON COMPLETION OF FINAL PLATTING OF ALL PHASES, THE TOTAL OPEN SPACE AREA SHALL BE EQUAL TO OR GREATER THAN 25% OF THE ENTIRE PROJECT AREA. SHEET 1/5 - COVER SHEET SHEET 2/5 - SUBDIVISION PLAT SHEET 2A/5 - EASEMENT PLAT SHEET 3/5 - SUBDIVISION PLAT SHEET 3A/5 - EASEMENT PLAT REVISED: NOVEMBER 1, 2012 (PER COUNTY COMMENTS) NOVEMBER 19 2012 (PER COUNTY COMMENTS) FEBRUARY 28, 2013 (REVISE CARDINAL CREST COURT ROAD NAME) SEPTEMBER 21, 2012 SHEET SCALE: 1' = 60' 1 \5 FILE: 6234 NATE \CONAGRA \FOOTHILLS PLANS \PHASE 2 PLAMPHASE 2 PLAT.pro 1 137. h ti WI m M i 48 "OAK LOT 7. o I" LOT 6 23553 s.f. ° m 23077 s.f. 0.543 Ac. s 0.530 Ac. i SUDIVISION PLAT RECORDED @ D. B. 3794 pp. 4 -14 i TMP 56K -70 LOT 70 r i COMMON OPEN SPACE 118071 s.f. 2.711 Ac. LOT 5 24865 s.f. 0.571 Ac. LOT 4 25839 s.f. 0.593 Ac. A= 63.80' I A°12 -191' \61 TMP 56K -69 LOT 59 N85'34'39 "W 49.09' LOT 78 N61 '43'09'W 3.69 41.25' LOT 78 o° os n I TMP 56K -71 ~Om LOT 71 23.55' LOT 2 c2 I i 2a N 2460.92 9s. E 163066.37 aoo I.F. may¢¢ C3 h=m� 'E 0.515 Ac. 598781'56 zm N21'25'12"W y m F N3643'25 "E s ° FAD. CONC. 536'43'25 "W MONUMENT 1 137. h ti WI m M i 48 "OAK LOT 7. o I" LOT 6 23553 s.f. ° m 23077 s.f. 0.543 Ac. s 0.530 Ac. i SUDIVISION PLAT RECORDED @ D. B. 3794 pp. 4 -14 i TMP 56K -70 LOT 70 r i COMMON OPEN SPACE 118071 s.f. 2.711 Ac. LOT 5 24865 s.f. 0.571 Ac. LOT 4 25839 s.f. 0.593 Ac. A= 63.80' I A°12 -191' \61 TMP 56K -69 LOT 59 N85'34'39 "W 06 a,Og. QP P (G PIS R" 90 49.09' LOT 78 N61 '43'09'W 3.69 41.25' LOT 78 o° os n 553'16'35 "E 536'43'25 "X ~Om rr 23.55' LOT 2 c2 21375 s.f. 3�9 0.491 Ac. 9s. I oo I se. F LOT 3 C3 22416 s.f. 0.515 Ac. 555'47'44 "E 06 a,Og. QP P (G PIS R" 90 FOOTHILL CROSSING PHASE 1 I SUDIVISION PLAT RECORDED @ D.B. 3794 pp. 4 -14 TMP 56K -7 TMP 56K -A LOT 7 I OPEN SPACE �I � IF 40.86 0.5o' 0.50' LOT 78 COMMON �u 60. o0' \% LOT 78 OPEN SPACE n 553'16'35 "E 536'43'25 "X ~Om I I 23.55' 61.00' 23.54' c2 TMP 56K -6 A= 46.91' }w LOT 8 TMP 56K -68 4 o I oo I LOT 58 A= 69.05' C3 N58 "26'03 "W 1. F. 555'47'44 "E 4 96.80' N21'25'12"W 1. F. N3643'25 "E C4 63.54' 536'43'25 "W N48'41'06 'W FOOTHILL CROSSING PHASE 1 I SUDIVISION PLAT RECORDED @ D.B. 3794 pp. 4 -14 TMP 56K -7 TMP 56K -A LOT 7 I OPEN SPACE �I � IF 40.86 0.5o' 0.50' LOT 78 COMMON CHORD 60. o0' \% LOT 78 OPEN SPACE N37'56'25 "E 553'16'35 "E 536'43'25 "X 2 ry 375179 s. F. 23.55' 61.00' 23.54' c2 0.613 Ac. A= 46.91' 18.61' S17'45'48 'W A= 69.05' C3 N58 "26'03 "W 57.27' 4 96.80' N21'25'12"W "W C4 30.89' N6545'26 N48'41'06 'W N62'32'46 "W 36.95' 76.57' 12.66' 49.51' C5 60.50' 307.71' } 'W 73.74 N59'06'29 "W 12.50' 4.83' 11.25' 16.79' N0959632'W LOT 1 ^ c1 C7 i 20083 s.f. 73.79' N30'33'56 0.461 Ac. n 73.68' c0 12.50' A= 187.51' 18.81' �° ✓ a sN N66'27'47 LOT 84 m ° 17.09' C9 20001 s.f. y 0.459 Ac. 634.22' ti�> LOT 83 606.08' C10 20276 s.f. 674.87' 0.466 Ac. 785.35' LOT 82 0 , 203 hry 1R' 0.0464 Ac. TICK + titi �0. 4 C2 LOT 76 20005 s. f. 0.459 Ac. h� •06 0R' 412 LOT 77 20189 s.f. 0.463 Ac. All. 'o LOT 75 20058 s.f A= 80.11 o� �y.. 0.460 Ac. F A= 51.49' A= 80.23' 9P o' ROUDABUSH, GALE & ASSOCIATES, INC. ENO/NEER8, 8URVE1'OR8AND LAND PLANNERS ® A PRVINO VIROIN CORPORATION BER VINO V /ROIN /A B /NCE 1960 Y14M0NIICWDMA0- 0NR.0TIE9V9AVMNN AaIOt r r RIONE4346TI-0 - FA%AS49HBbf9A -OOAL W)@ROUDAWBN.COM SEE SHEETS 3 & 3A SCALE 1" = 60' N 30 0 60 120 SCALE IN FEET A= 40.55' A= 47.28' 4 °4 c3 ° sa • LOT 81 20383 s.f. 0y 0.466 Ac. //1f„" //'•+��^ A= 50.92' 44 P 6�� COURT N48'17 10 •Iy 179.18' A= 53.39' A= 29.88' C5 A= 34.52' A= 51.17' LOT 80 20446 s.f. 0.469 Ac. CURVE TABLE 11 1 N 23994. E 17228. LINE RADIUS LOT 78 CHORD BEARING CHORD 20197 s. f. LOT 78 to a 0.464 Ac. 20306 s.f. 2 ry 'W 0.466 Ac. c2 CURVE TABLE 11 1 N 23994. E 17228. LINE RADIUS ARC CHORD BEARING CHORD Cl 610.50' 257.36' S4B'48'01 'W 255.46' c2 12.50' 18.61' S17'45'48 'W 17.09' C3 346.28' 57.27' S30'03'37'E 57.20' C4 12.50' 13.27' S65'11'29 'E 12.66' C5 60.50' 307.71' $50'05'33 'W 68.18' C6 12.50' 11.25' N0959632'W 10.88' C7 405.28' 73.79' N30'33'56 'W 73.68' c0 12.50' 18.81' N66'27'47 'W 17.09' C9 610.50' 634.22' NBS'46'56"W 606.08' C10 549.50' 674.87' N82620.05-E 785.35' COMMON OPEN SPACE 375179 s.f. 8.613 Ac. m m 56K -6 y T 6 va a I.F. TMP 56K -A \ OPEN SPACE 1�' TMP 56 -95A LICKINGHOLE CREEK LLC O.B. 2733 p. 150 SEE SHEETS 3 & 3A SUBDIVISION PLAT°° PHASE III° f�c24 FOOTHILL CROSSING e RTdIANIJ.LEDBETTER�Z SEPTEMBER 21, 2012 LOTS 1 - 8 AN D 69 - 84 Etc. Na.''D'.B ® SHEET ® „ SCALE: 1 • = 80' 2 \5 �q U pi °¢ FILE: 6234 NATEWONAGRA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 2 PLAT.pro 03/f5/15 I � 20'R.W.S.A.& A.C.S.A. 20'SANITARY i 20'SANTrAPY I ACCESS EASEMENT I SEWER EASEMENT-J- SEWER EASEMENT 20'ORAINAGE ESMT. /` D.B. 3794 pp. 4 -14 I l D.B. 3794 pp. 04 -14 FOOTHILL CROSSING I D.B. 3794 pp. 04 -14 I O.B. 3794 pp. 4 -14 '\ I ' 2( D.B. 4059 pp. 24 -33 I I PHASE 1 D.B. 4059 pp. 24 -33 i ' 20'OflAINAGE ESMT. I S! SUDI I VISION PLAT RECORDED @ I I D.B. 3794 pp. 4 -14 I� I D. I O.B. 3794 pp. 4 -14 I IMP 56K -68 I IMP 56K -8 LOT 68 I ' ' EXISTING LOT 8 (' ' _ IMP 567 -71 I T,yp TK -70 ' TMP 565 -69' -- SEWER LINE -1.\ 71 I LOT 70 I LOT 69 FUTURE �j'- SEVER LINE s 5 R.W.S.A. SEWER EASEMEA 4 I I 15'FROM PROPOSED LOCATI I OF FUTURE SEWER 114E 5 i � 7010gAINAGE ESMT N38'31'56'E \� 5 COMMON I D-B- 3794 PP. SVT 49.51'\ OPEN SPACE 30' R.W.S.A. ! 25 'SS> >'\\�"_ SEWER EASEMENT D.B. 814 P. 522 S•?. .. / ::.: ,9 (PLAT) P. 524 '3v.. R STEAM - _� 3 �Un \':.': SO.•46�r.F \\ �-- `- :.:.... N7 emo v x-20 OPAIN468 ESMT. 'Y ' \ FOOTHILL CROSSING o MENT ' PHASE 1 'm pp. 4-14 I I SUDIVISION PLAT RECORDED @ IMP 56K -7 —LOT 7�-- __r- I D.B. 3794 PP- 4 -14 I TMP 56K -A �� TMLOT66� o OPEN SPACE a y\\ Al \ Imo-- f• -20'O 37.G4 p ESMT. ' S \ I I D.B. 3794 P. 4 -14 _- \. S \ / TMP 56K -A STREAM . - - \ \ \ `\ / OPEN SPACE / ;. \ u, mra \ :.... ✓ jL iNE D.S. 3794 Pp. 414 IG 'DRAINAGE �Q� l ..SOB 38.iAV 7 A`7EU t0 E HEREBY VACATED mz mW \ \ g : —4 50' Y DEO ALBENAFN- D.0. 94pp. E4M14 I / COMMON � couN - NEREer VACATED OPEN SPACE 100' STREAM BUFFER �. \ \ S LOT 1 / / . / ^ \ 100' STREAM 79 REAR / \ BUFFER / COMMON / \ rya LOT 84 I: OPEN SPACE \ \ \ \ 110' FRONT \ / LOT 83 / \ \ S.B.L. \ l::;..:..;- I IMP 56 -95A \ I LICKINGHO CREEK LLC / VARIABLE WIDTH LOT 82 / /:: I O. B. 2733 3 p. 150 SANITARY SEWER ESMT. / / ! \ S6' FRONT I \ w \ -61-- \ \ / - S GRID / 54' FRONT I TICK S.B.L. LOT \\ \\ / . �Ge ~\� / I ! I LINE TABLE COURSES ALONG DRAINAGE ESMT. LOT 4 LOT 81 I \ !:. :: o° I 6506 \ \ \ � \ \ \ \ \ \ \ \ ✓/, / �/ , � // /\ A\ J p Ai'/v \�/ 9 r \N_S . ./ \ 41' FRONT ! 20' WATERLINE \S. B. L. fOEASEMENT o SAN. LAT. EEET LOTS I I ; \ \ \ VARIABLE WIDTN SANITARY SEWER LOT 7 I LOT B \ \ \ \ EASEMENT 131' FRONT \ 7 LOT 76 C7 \ LOT 80 / /✓ �f� i / / l \ 20' SANITARY q / / STREAM . A1' FRONij i SEVER EASEMENT / / ,cp�A r \ / / LOT 77 1 / /�y4 w.- 20' DRAINAGE 20 SANITARY / D1� �/ / / ��. I EASEMENT \ _ . � /. ..... � / SEWER EASEMENT 025 D.B. 2041 pp. 676 -682 20' STORNNATM , / / sB r I LOT 79 \ ,r -�,.. (PFa n MANAGEMENT & SANITARY / LOT 76 I �� / SEWER ACCESS EASEMENT/ D7 OB F LOT 75 SEE SHEETS 3 & 3A SEE SHEETS 3 & 3A CURVE TABLE COURSES ALONG DRAINAGE EASEMENT ROUDABUSH GALE &ASSOCIATES, INC. ENO /VEERS, 3URVETCJR3 ANO LANG PLANNERS ®A B PROFEHQ/O V/RONAL IN /A CORPORA/NCE fT /ON BQQ Efl VINO H 011 AIONIICEl1ARO,AP- LHAROTIESJILLE, VINC�NN2ZB02 e P IIONEl9�H!)-0P06- FA%�,91.2➢062TA -EMAIL INtU®NW0.�BUSN.COM EASEMENT PLAT PHASE II FOOTHILL CROSSING LOTS 1 - 8 AN D 69 - 84 LINE BEARING DISTANCE D1 S02'11 '45'E 99.38' 02 512'56'55"E 148.49' 03 NBO'36'50'E 46.05' 04 S59'11'46'E 50.54' 05 A58'49'41 "E 44.01' D6 N70'45'29 "E 87.5f' 07 N48'18'40"E 233.83' DB S48- 16.12 -W 238.85' D9 S70'45'29"M 1 89.84' DID S58'49'41 "N 31-27' D11 S59'11'46"E 91.93' D12 S15'40'26 "E 105.12' 013 545.02.21 -M 54.63' 014 S18'27'31 "W 16.17' 015 S30 '17.50'E 20.00' 016 S59'42'10"N 53.48' 017 S19'2B'20 "E 23.91' D18 S65'36'41"W 18.08' 019 N19'08'58'N 45.22' 020 N83'04'12 "M 105.75' D21 NO6'12'55'W 49.23' D22 N09 *32'08"E 67.52' D23 M25- 55.59 "W 111.24' 024 N12'56'55'W 150.37' 025 NO2'31'45'N 100.3B' .il Y SCALE i' = 60' 0 Fp� ea ao o so 120 Chi SCALE IN FEET "ULlAJVJ. LEDBETTER Lic. N0.1507.B SEPTEMBER 21, 2012 SHEET Iq SCALE: 1' = 60' VE10 SL'R 2A\ 5 FILE: 6234 .3I,SI, 3 A SEE SHEETS 2 & 2A A N52'03'16 "W TO -;- FN043.34' PIPE FUTURE PHASE 3 a RESIDUE TNP 56K -A1 0 i 2125112 s.f. 48.786 Ac. FOOTHILLS CROSSING INC D.B. 3794 pp. 004 -014 (PLAT) D.B. 3777 pp. 397 -400 O.B. 2012 pp. 361 -357 (PLAT) _ - - __ _ - 31.67' tl3. 00' S52'03'16 "E 552'03'16 83.00' LOT 8 20709 s.f 0.475 Ac. 154.95' 48 "OAK LOT 7 23653 s.f. 0.543 Ac. A= 63.80' LOT 6 23077 s.f. 0.530 Ac. 91 A SEE SHEETS 2 & 2A A C2 yY LOT3 v s gas' ?ss. 5`Ory " fey, 22416 s.f. 489,94. .° sN 0.515 Ac. A= 40.55' N. F CB 4, s2. LOT 4 42, sJ. 3 25639 s.f. 20• Cq 0.593 Ac. NmS ��" 9 Sq qg s96 O'� LOT 5 m m� c'�o 4 F69J. 4> s sJ t4Fq w COURT 24865 s.f. 0.571 Ac. 00 92 C6 0 9 Ot Pd,1 A=29. 8B' LOT 76 9 06 20005 s.f. pa10 ' Q 1\1 0.459 Ac. 0��• A= 34.52' Q. 00 02 A =51. P`OO�t A2 2�0 PP'F6+ LOT 77 P °116 05 a .s025, f 0.4 3 Ac 4) I'J N1 8 ARC CHORD BEARING CHORD Cl 510.50' 4 1 k S48'48'01 "W 17.78' 9063 COMMON o LOT 75 18.81' N52'03'16 "W S17- 45.48 "W 17.09' OPEN SPACE I / 348.28' N52'21 '57"W 203.95' '132. 375179 8613 Ac. RESIDUE TMP 56K -A1 / / °• 20058 s.f. NO "s r 67 r7 06• A• 13.27' 2125112 s.f.69' S65'11'29 "E 154.95' C5 60.50' =80.11 307.71' S5O'O5'33 "W 68.18' 0.460 Ac. FOOTHILLS CROSSING INC D.B. 3794 pp. 004 -014 (PLAT) 12.50' 112.83' 11.25' 42.12' A= 51.49' D.B. 3777 pp. 397 -400 A= 60.23''DO 405.28' 73.79' U.B. 2012 pp. 361 -367 (PLAT) N30'33'55 "W 73.68' C8 12.50' I/ 18.81' N66'27'47 "W ✓S Nom. C9 610.50' 634.22' 1' 0' 606.08' C10 549.50' 874.87' NB2'20'05 "E 785.35' \ . / . SUBDIVISIONPLAT-. r ' PHASE 11 1 RESIDUE TMP 56K-Al 2125112 s. f. I i 48.786 Ac. . FOOTHILL CROSSING \ I FOOTHILLS CROSSING INC D.B. 3794 pp. 004 -014 (PLAT) 7LOT V2O 69 m " D.B. 3777 pp. 397 -400 .- ° 2004 0.464 A20022 D.B. 2012 pp. 361 -367 (PLAT) r s. f0.460 Ac. j LOT 70 d N LOT 72 i O g3 20063 s. f. O1 LOT 71°1 ro m 20536 s. f. K �19 0.461 Ac. ^/ 20004 s.f. w 0.471 Ac. AA2 6 0.459 Ac. N 24048.48 E 15577.78 I'J N1 8 ARC CHORD BEARING CHORD Cl 510.50' 4 1 k S48'48'01 "W 17.78' 9063 COMMON FUTURE PHASE 3 18.81' 104.02' S17- 45.48 "W 17.09' OPEN SPACE I / 348.28' N52'21 '57"W 203.95' '132. 375179 8613 Ac. RESIDUE TMP 56K -A1 / / C4 r 67 r7 06• A• 13.27' 2125112 s.f.69' S65'11'29 "E 12.66' C5 60.50' 48.786 Ac. 307.71' S5O'O5'33 "W 68.18' FOOTHILLS CROSSING INC D.B. 3794 pp. 004 -014 (PLAT) 12.50' 11.25' N0959'32 "W D.B. 3777 pp. 397 -400 C7 405.28' 73.79' U.B. 2012 pp. 361 -367 (PLAT) N30'33'55 "W 73.68' C8 12.50' I/ 18.81' N66'27'47 "W ✓S Nom. C9 610.50' 634.22' 1' 0' 606.08' C10 549.50' 874.87' NB2'20'05 "E 785.35' \ FUTURE PHASE 3 /- / SUBDIVISIONPLAT-. r ' PHASE 11 1 RESIDUE TMP 56K-Al 2125112 s. f. I i 48.786 Ac. . FOOTHILL CROSSING \ I FOOTHILLS CROSSING INC D.B. 3794 pp. 004 -014 (PLAT) D.B. 3777 pp. 397 -400 LOTS 1 - 8 AND 69 - 84v_ D.B. 2012 pp. 361 -367 (PLAT) r ROUDABUSH, GALE & ASSOCIATES, INC. ENO /NEER$ SURVEY 3R 0 LAND PLANNERS PROFESSIONAL CORPORATION SERVING VIRGINIA BINDS ,w,mn r n wn_rRLR nncanr, c ,rmrwu ondn SCALE 1" = 60' 60 30 0 60 120 SCALE IN FEET \ss. LOT 78 20306 s.f. 0.466 Ac. S48 14. Y- " c 97.1- CURVE TABLE A= 47.28' LOT 81 20363 s.f. 0.458 Ac. A= 50.92' N48 '17,10.1v 179.18' A= 53.39' C5 17' LOT 80 20446 s.f. 0.469 Ac. LOT 79 20197 s.f. 0.464 Ac. LINE RADIUS ARC CHORD BEARING CHORD Cl 510.50' 257.36' S48'48'01 "W 255.46' C2 12.50' 18.81' S17- 45.48 "W 17.09' C3 348.28' 57.27' S30'03'37 "E 57.20' C4 12.50' 13.27' S65'11'29 "E 12.66' C5 60.50' 307.71' S5O'O5'33 "W 68.18' C6 12.50' 11.25' N0959'32 "W 10.88' C7 405.28' 73.79' N30'33'55 "W 73.68' C8 12.50' 18.81' N66'27'47 "W 17.09' C9 610.50' 634.22' 1' 0' 606.08' C10 549.50' 874.87' NB2'20'05 "E 785.35' FUTURE PHASE 5 COMMON OPEN SPACE RIULLAb(J. LEDBETTER Lic. +VO. 1507 -B oa 9 s v 'Sp F 62gB1 eJ q`L�' ti0 PQ .d OpQ000 150 oay'ey y6h COMMON OPEN SPACE 375179 s.f. 6.613 Ac. TMP 56 -95A LICKINGHOLE CREEK LLC D.B. 2733 p. 150 / 30" / WALNUT / / / / SEPTEMBER 21, 2012 SHEET SCALE: 1' = 60' FILE: 8234 1 3 \5 NATE \CONAGRA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 2 PLAT.prp „1I5I2 / A SEE SHEETS 2 & 2A A A SEE SHEETS 2 & 2A A PE% \ \ / SANITARY SEWER ) / S. FRONT / �' \ \ ESMT. / 54' FRONT \ B. L S. LOTS \\\ \✓ ����� ��:.., �' /// �1 tai V LOT 4 \ \ \ / � / o _ LOT 81 ' I I 5 / "•' tp9� 8 \ S1 ' FRONT 1 \ 20' WATERLINE SAN. LAT. ' PRIVATE i I I I I I �� \ \ \ \ \ / \ EASEMENT f0 ,o I FUTURE PHASE 3 I(T P.) I 11I•� LOT \ \ \ / / / \ _N —� — _ EASEMENT_/ I \ VARIABLE WIDTH ' I I SANITARY SEWER LOTS I I I LOTS \ \ \ EASEMENT / / / / / \ g RESIDUE THP 5GK -AI I I LOT 7 // , / / / \ �� �S. FRONT \ FOOTHILLS CROSSING INC S.B.L. \ O.B. 3794 pp. 004 -014 (PLAT) I I I I I \ I'�� O.B. 3777 pp. 397 -400 I I I ,/ / C7 LOT O.B. 2012 pp. 361 -357 (PLAT) �/ / / / Ai' FRONT, SEWER EASEMENT LOT 77 \ T2 L — — -1 I I — — s.. .PpP�6 / ^ ,,. .. Df. �% I EASE�MENTNA6E 2D 5 J 20' STORMWATER / ec. LOT 79 ��.. MANAGEMENT G SANITARY .. w / /� / �\ \ \ '"' l SEWER ACCESS EASEMENT / LOT I 2 TURN-A -ROUND TEMPORARY T11 Tg LOT 75 D7 / EASEMENT 02� 5 / L S.B.L. 024 r-- T B I (TYP.) S.B.L. LOT 74 \ \ \ \`� ( 00' STREAM ' S.B.L. (TYPJ I i II II 11 LOT 79TARY\ LOT 72 ` SEWER EASE NT I LOT 69 I / / CID C3 20' SANITARY SEWER I I I LOT 70 LOT 71 ��...� • ` URIC / O6 ACCESS EASEMENT I I I ..,�/ t " � 09 > f (TYP.) l 1 I / C9 �� v / / TMP 56 -95A o /� �_. LIC 0. . 2733 CREEK . 150 LC :71C4 010 011 50' GREENWAY TRAIL EASEMENT HEREBY TO T COUNTY OF DEDICATED FUTURE PHASE 3 / ` '� / C8 / t r COMMON OPEN SPACE I LINE TABLE COURSES ALONG DRAINAGE ESMT. l j : ✓.:: . RESIDUE TMP 56K -AS FOOTHILLS CROSSING INC D.B. 3794 pp. 004 -014 (PLAT) l / / /'} .:':rq:: ",.:>. 0.0. 3777 pp. 397 -400 r / O.B. 2012 pp. 361 -367 (PLAT) / f f 023 I / FUTURE PHASE 3 018 -- LINETABLIE ��� '\ l / RESIDUE TAP 56K -A1 / 02'C --J COURSES ALONG TEMPORARY CURVE TABLE \ FOOTHILLS CROSSING INC TURN -A -ROUND COURSES ALONG DRAINAGE EASEMENT -.�� D.B. 3794 pp. 004 -014 (PLAT) D.B. 3777 pp. 397 -400 D.B. 2012 pp. 361 -367 (PLAT) 20' SANITARY \ I , SEWER EASEMENT D.B. 2041 pp. 676 -6B2 (PLAT) \\ . FUTURE PHASE 5 COMMON OPEN SPACE PLAT STREAM LINE BEARING DISTANCE 01 S02'11'45'E 99.38' 02 S1256'55'E 148.49' 03 N60'38'50'E 46.05' D4 S59'11'46'E 50.54' 05 N58'49'41'E 44.01' D6 N70'45'29'E 87.51' 07 N48'18'40'E 233.83' 08 S48'16'12'N 238.85' 09 S70 *45'29"N 89.84' D10 S5B'49'41'N 31.27' 011 S59'11'46'E 91.93' D12 S15'40'26'E 105.12' D13 S45'02'21'N 54.63' D14 S1B'27'31'N 16.17' D15 S30'17'50'E 2(1.00' D16 S59'42'10'N 53.48' D17 S19'28'20'E 23.91' D18 S65'36'41'W' 18.08' D19 m NIS *08'58'N 45.22' D20 AM '04'12'W 105.75' 021 M06'12'55'W 49.23' D22 N09'32'08 "E 67.52' 023 M25'55'59'W 111.24' D24 N12'5G'55'W 150.37' 025 NO2'11'45'W 100.3B' PHASE 11 Ko - OpL� ROUDAEUSK GALE & ASSOCIATES, INC. FOOTHILL CROSSING cis SCALE I' = 60' SEPTEMBER 21, 2012 ENO /NEERS,Sl AR OR3ANOLANDPL NERS ® WD.L 'YS 60 3D 0 5D 120 SHEET ® A PROFS 88 /ONAL CO flPORAT /ON . iM7•LEDBEII'ER O BERV /NO V /ROI N/A B /NCE 1868 s Lic. No. 1507•B g0,0E jx FEFf $��• 1• ®W 9A�5 1 LOTS 1 - 8 AND 69 - 84 a FILE: NATE \CONA6RA \FOOTHILLS PLANS \PHASE 2 PLAT \PHASE 2 PLAT. pro +wave Ellie Ray From: Ellie Ray Sent: Tuesday, November 27, 2012 11:30 AM To: 'Nathan Morris' Subject: SUB201200115 Foothill Crossing Phase II - Final Plat Nathan, All of my comments on this plat have been addressed. The Road Plans must be approved and all bonds must be posted before the Final Plat can be approved. Once the road plans are approved and the bonds are posted, you can submit for signature. As an aside, it looks like the front setback on Lot 84 has been pushed back to where there is 50' between the setback lines ... since one of the 'side setbacks' is technically a front setback (25'), this isn't necessary.... the setback line just needs to be established where the minimum 80' lot width is achieved. I can approve it as is, but it might make a better lot if the front setback were moved back to where it was on the previous submittal. Please feel free to contact me if you have any questions, concerns, or need further clarification. Thank you, Ellie Carter Ray, PLA Senior Planner Albemarle County Community Development Planning Division 401 McIntire Road, North Wing Charlottesville, Virginia 22902 ph: 434.296.5832 x. 3432 fax: 434.972.4126 County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville, VA, 22902 Phone 434 - 296 -5832 Memorandum To: Bill Ledbetter /Nathan Morris (nmorris @roudabush.com) From: Ellie Ray, CLA, Senior Planner Division: Planning Date: October 18, 2012 Rev1: November 15, 2012 Subject: SUB 201200115 Foothills Crossing Phase II - Final Fax 434 -972 -4126 The County of Albemarle Division of Planning will recommend approval of the plat referenced above once the following comments have been satisfactorily addressed (The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review.): [Each comment is preceded by the applicable reference, which is to the Subdivision /Zoning Ordinances unless otherwise specified.] 1. [14- 302(A)l] Name of subdivision. There appears to be a typo in the title, it refers to lots 64 -84 when it seems lots 69 -84 are covered by this plat; please revise. Revl: Comment addressed. 2. [14- 302(A)9 & condition of preliminary approval] Building sites on proposed lots. Note #4 (now #14) indicates each lot has a building site that meets the requirements of 4.2.2.2; however, this section of code does not exist. Please revise note #4 (now #14) to indicate each lot has a building site that meets the requirements of section 4.2.1. Through the preliminary plat process, a 'typical' building site diagram was developed indicating a minimum size that meets the requirements of section 4.2.2(b)l . From the dimensions provided, the minimum size should be shown as 5625 SF; please add this information to the final plat. Revl: Comment addressed. 3. [14- 302(A)14] Land to be dedicated in fee or reserved. The preliminary plat approved 23.967 acres (26.7 %) of open space in this subdivision. As each phase progresses, a minimum of 25% open space must be provided. The 'Area Summary' table provided tracks the percentage as it relates to the entire project, but for recordkeeping purposes it may be helpful to also provide data that covers only the previously approved and current phases to show that all requirements are being met. Revl: Comment addressed. 4. [14- 302(8)2] Name of plat preparer. Please add the name and seal of the plat preparer. Revl: Comment addressed. 5. [14- 302(8)6 & condition of preliminary approval] Tax map and parcel number. If the open space from Phase 1 is being counted toward the minimum open space requirement, please include the Tax Map and Parcel number of that parcel (056KO- 00- 00- 000AO) on this plat. Revl: Comment addressed. 6. [14- 302(8)8 & condition of preliminary approval] Yards. The preliminary plat was approved with many non - standard setbacks and yards due to lot width. Therefore, setbacks and yards must be shown graphically on the plat. All corner lots must have a setback of 25' on all portions that front a public road (both 'fronts') and a side setback of 15' on all boundary lines that intersect a public road (see 4.6.2(b)). All front and rear yards should be established at the depth where the minimum lot width is achievable. Please see the preliminary plat for reference. Additionally, lots 3, 5, 6, & 22 did not have the rear setback lines established where the minimum lot width is achievable, and lots 29, 30, 31, 51, 52, 53, 54, 78, 79, 80, 81, & 82 did not have the front setback lines established where the minimum lot width is achievable on the preliminary plat; this must be addressed with the Final Plat. Lot #83 is of particular concern; the lot narrows from front to back leaving very little area where the 80' minimum width is achieved, and therefore a very small building area. Rev1: Comment not fully addressed. The note explaining "non- typical setback lots" should state that for lots having less than 50' (not 45') between the side yard lines, the setback /yard lines will be increased to where the 50' (not 45') width is met. It appears that lots 5, 6 & 83 do not meet this standard for the rear yard line; and that lots 78, 79, 81, 82 and 83 do not meet this standard for the front setback line. 7. [13.3 and condition of preliminary approval] Area and bulk regulations. The preliminary plat approved a maximum density of 1.11 du /ac; please revise the 'Required Area and Density' table to indicate this as the maximum density instead of 1.45 du /ac. The 'Proposed (all phases)' density provided (0.83 du /ac) appears to be incorrect as well. As each phase progresses, the maximum density cannot be exceed; please provide data that demonstrates the actual density for phases I and II combined to ensure that this requirement is being met. Rev1: Comment addressed. 8. [Comment] This plat cannot be approved until ACSA and Parks complete their reviews and grant their approval. Their comments will be forwarded upon receipt. Inspections, VDOT and E911 have completed their reviews and have no objections. Fire rescue and engineering comments have been provided. Rev1: Comment addressed. 9. [14- 302(6)1] General information. The plat must include the original date of submittal as well as any revision dates. It appears that the first submittal date has been replaced with the revision submittal date; please revise to have the original date read as September 21, 2012 and the first revision date as November 1, 2012. Please also add any future revision dates. Please contact Ellie Ray at the Division of Current Development by using eray(a)albemarle.org or 434 - 296 -5832 ext. 3432 for further information. Ellie Ray From: Dan Mahon Sent: Wednesday, November 14, 2012 4:03 PM To: Ellie Ray Subject: RE: SUB201200115 Foothill Crossing Phase II - Final - Parks & Rec Comment We have reviewed (SUB201200115 Foothill Crossing Phase II — Final) and approve it with no further comments. Dan Mahon Outdoor Recreation Supervisor Greenway /Blueway Coordinator Albemarle County Department of Parks and Recreation From: Ellie Ray Sent: Wednesday, November 14, 2012 4:00 PM To: Dan Mahon Subject: SUB201200115 Foothill Crossing Phase II - Final - Parks & Rec Comment Dan, This plat was forwarded to you on 11/5/12. 1 am trying to wrap up my review of this application. I know you "approved" the plat through email, but I wanted to make sure that what they submitted is what you agreed to. Please let me know the status of your review so that I can pass that information along to the applicant. Thanks, Ellie Carter Ray, PLA Senior Planner Albemarle County Community Development Planning Division 401 McIntire Road, North Wing Charlottesville, Virginia 22902 ph: 434.296.5832 x. 3432 fax: 434.972.4126 Ellie Ray From: Alex Morrison [amorrison @serviceauthority.org] Sent: Wednesday, October 31, 2012 2:55 PM To: Ellie Ray Subject: RE: SUB201200115 Foothill Crossing Phase II - Final Ellie, I am hereby approving the plat. Alexander J. Morrison, EIT Civil Engineer A6€ rwk CG4n1Y Service Authbrily 168 Spotnap Road Charlottesville, VA 22911 Office: (434)977-4511 EXT: 116 This email may contain confidential information that should not be shared with anyone other than its intended recipient(s). From: Ellie Ray [mailto:eray(a)albemarle.org] Sent: Friday, October 26, 2012 10:29 AM To: Alex Morrison; Dan Mahon Subject: RE: SUB201200115 Foothill Crossing Phase II - Final The applicant has addressed all other comments and is inquiring about re- submitting. If either of you plan to comment, he should probably hold off so he can address all comments before he re- submits. Please let me know if you plan to provide any comments on this application. Thanks, Ellie Carter Ray, PLA Senior Planner Albemarle County Community Development ph: 434.296.5832 x. 3432 From: Ellie Ray Sent: Thursday, October 18, 2012 4:21 PM To: 'Alex Morrison'; Dan Mahon Subject: SUB201200115 Foothill Crossing Phase II - Final Alex /Dan, This plat was forwarded to you on 9/26/12. 1 sent my and all other reviewer comments out today. Please let me know the status of your review so that I can pass that information along to the applicant. Thanks! Ellie Carter Ray, PLA Senior Planner Albemarle County Community Development Planning Division 401 McIntire Road, North Wing Charlottesville, Virginia 22902 ph: 434.296.5832 x. 3432 fax: 434.972.4126 _ p County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville, VA, 22902 Phone 434 - 296 -5832 Memorandum To: Bill Ledbetter /Nathan Morris (nmorris @roudabush.com) From: Ellie Ray, CLA, Senior Planner Division: Planning Date: October 18, 2012 Subject: SUB 201200115 Foothills Crossing Phase II - Final Fax 434 - 972 -4126 The County of Albemarle Division of Planning will recommend approval of the plat referenced above once the following comments have been satisfactorily addressed (The following comments are those that have been identified at this time. Additional comments or conditions may be added or eliminated based on further review.): [Each comment is preceded by the applicable reference, which is to the Subdivision /Zoning Ordinances unless otherwise specified.] 1. [14- 302(A)l] Name of subdivision. There appears to be a typo in the title, it refers to lots 64 -84 when it seems lots 69 -84 are covered by this plat; please revise. 2. [14- 302(A)9 & condition of preliminary approval] Building sites on proposed lots. Note #4 (now #14) indicates each lot has a building site that meets the requirements of 4.2.2.2; however, this section of code does not exist. Please revise note #4 (now #14) to indicate each lot has a building site that meets the requirements of section 4.2.1. Through the preliminary plat process, a `typical' building site diagram was developed indicating a minimum size that meets the requirements of section 4.2.2(b)l. From the dimensions provided, the minimum size should be shown as 5625 SF; please add this information to the final plat. 3. [14- 302(A)14] Land to be dedicated in fee or reserved. The preliminary plat approved 23.967 acres (26.7 %) of open space in this subdivision. As each phase progresses, a minimum of 25% open space must be provided. The `Area Summary' table provided tracks the percentage as it relates to the entire project, but for recordkeeping purposes it may be helpful to also provide data that covers only the previously approved and current phases to show that all requirements are being met. 4. [14- 302(8)2] Name of plat preparer. Please add the name and seal of the plat preparer. 5. [14- 302(8)6 & condition of preliminary approval] Tax map and parcel number. If the open space from Phase 1 is being counted toward the minimum open space requirement, please include the Tax Map and Parcel number of that parcel (056KO- 00- 00- 000AO) on this plat. 6. [14- 302(8)8 & condition of preliminary approval] Yards. The preliminary plat was approved with many non - standard setbacks and yards due to lot width. Therefore, setbacks and yards must be shown graphically on the plat. All corner lots must have a setback of 25' on all portions that front a public road (both `fronts') and a side setback of 15' on all boundary lines that intersect a public road (see 4.6.2(b)). All front and rear yards should be established at the depth where the minimum lot width is achievable. Please see the preliminary plat for reference. Additionally, lots 3, 5, 6, & 22 did not have the rear setback lines established where the minimum lot width is achievable, and lots 29, 30, 31, 51, 52, 53, 54, 78, 79, 80, 81, & 82 did not have the front setback lines established where the minimum lot width is achievable on the preliminary plat; this must be addressed with the Final Plat. Lot #83 is of particular concern; the lot narrows from front to back leaving very little area where the 80' minimum width is achieved, and therefore a very small building area. 7. [13.3 and condition of preliminary approval] Area and bulk regulations. The preliminary plat approved a maximum density of 1.11 du /ac; please revise the `Required Area and Density' table to indicate this as the maximum density instead of 1.45 du /ac. The `Proposed (all phases)' density provided (0.83 du /ac) appears to be incorrect as well. As each phase progresses, the maximum density cannot be exceed; please provide data that demonstrates the actual density for phases I and II combined to ensure that this requirement is being met. 8. [Comment] This plat cannot be approved until ACSA and Parks complete their reviews and grant their approval. Their comments will be forwarded upon receipt. Inspections, VDOT and E911 have completed their reviews and have no objections. Fire rescue and engineering comments have been provided. Please contact Ellie Ray at the Division of Current Development by using erayCcDalbemarle.ora or 434 - 296 -5832 ext. 3432 for further information. i" ,. `IRGINZP COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 Project: Plan preparer: Owner or rep.: Plan received date: Date of comments: Reviewer: Review coordinator: SUB - 2012 - 00057, Foothill Crossing Phase I1 & III Road Plan Collins Engineering March Mountain Properties, LLC 21 September 2012 15 October 2012 Michael Koslow Ellie Ray SUB201200115 [tel 434- 293 -3179] The first preliminary plat submittal (SUB201200115) submitted 21 September 2012 has received Engineering Review and does not appear to meet Albemarle County minimum checklist items for approval. Please adequately address the following comments for final plat approval: 1) Approval of this plat is contingent on approval of road plans (SUB2012- 00057). 2) All physical improvements for access and utilities will need to be constructed and approved or bonded prior to final plat approval. (14 -434 and 435). Community Development Engineering is available from 2:30 -4 PM on Thursdays to discuss these review comments. Please contact Michael Koslow at 434 - 296 -5832 ext. 3297 or email mkoslow @albemarle.org to schedule an appointment. Ellie Ray From: Oleynik, Megan (VDOT) [ Megan .Oleynik @vdot.virginia.gov] Sent: Friday, October 12, 2012 3:53 PM To: Ellie Ray Cc: Joel DeNunzio, P.E. Subject: SUB - 2012 -00115 Foothills Crossing Phase II - Final Ellie, Joel and I have reviewed the subject plan and have no objections. Thanks, Megan Oleynik Engineering Intern VDOT - Culpeper District