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HomeMy WebLinkAboutSUB201900108 Plat - Approved Final Plat 2020-01-06V AREA CALCULATIONS ORIGINAL AREA: TMP 56A1-1-29 — 13.486 AC PHASE 1 AREAS: LOTS — 3.074 AC. OPEN SPACE — 4.243 AC. (31.46%) AREA OF ACCESS ESMT. WITHIN OPEN SPACE C EXCLUDED FROM OPEN SPACE CALCULATIONS — 0.023 AC, R/W DEDICATION — 2.876 AC. PRIVATE ALLEY — 0.161 AC. TOTAL PHASE 1 AREA — 10.377 AC. RESIDUE 56A1-1-29— 3.109 AC. TOTAL AREA — 13.486 AC TAX MAP bbAl m I I PAKULL ;&V & TAX MAP 5 5m C%r, Ja` 9 PAK%;R:L A l; P j .i I� s. t VICINITY MAP SCALE: 1 "=2000' a; �a n a� NOTES 1. THIS PLAT HAS BEEN PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPARED BY STEWART TITLE GUARANTY COMPANY, WITH AN EFFECTIVE DATE OF APRIL 27, 2018, FILE NUMBER 1803196. 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED ON MAY 30, 2018 USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. 3. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AREA DETERMINED TO BE OUTSIDE 2% ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO 51003CO229D, EFFECTIVE DATE 2-4-2005, EXCEPT FOR PORTIONS OF SUBJECT PROPERTY AS SHOWN HEREON WHICH APPEAR TO FALL WITHIN ZONE 'AE'. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 4. OWNER OF RECORD: STANLEY MARTIN COMPANIES, LLC. SOURCE OF TITLE: DB 5240 PG 775. 5. ZONING: R-6 RESIDENTIAL, STANDARD LEVEL — CLUSTER DEVELOPMENT 6. PER ALBEMARLE COUNTY CIS THE FOLLOWING ITEMS AFFECT SUBJECT PROPERTY: • PARCELS DO NOT LIE WITHIN AN AGRICULTURAL / FORESTAL DISTRICT ® PARCELS ARE LOCATED IN THE LICKINGHOLE CREEK WATERSHED ® PARCELS ARE WITHIN A WATER SUPPLY PROTECTION AREA • A PORTION OF THE SUBJECT PROPERTY LIES WITHIN THE STATE DAM BREAK INUNDATION ZONE 6. EACH PARCEL CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 7. SETBACK AND HEIGHT REGULATIONS: FRONT= 5' MINIMUM, 25' MAXIMUM SIDE = 0' — MINIMUM 10' BUILDING SEPARATION (ANY BUILDING EXCEEDING 35' IN HEIGHT SHALL BE SEPARATED FROM ANY OTHER BUILDING BY 10' PLUS 1' FOR EACH FOOT OVER THE BUILDING EXCEEDS 35' IN HEIGHT) REAR = 20' MINIMUM GARAGE = 18' MINIMUM FROM THE R/W OR THE EXTERIOR EDGE OF THE SIDEWALK. BUILDING HEIGHT= 35' MAXIMUM 8. NEW PROPERTY CORNERS SHALL BE MONUMENTED WITH IRON RODS UNLESS OTHERWISE NOTED. 9. ALL NEW PUBLIC STREETS SHOWN HEREON ARE HEREBY DEDICATED TO THE COUNTY OF ALBEMARLE FOR PUBLIC USE. 10. THE NEW LOTS CREATED WITH THIS SUBDIVISION SHALL BE SERVED BY PUBLIC WATER AND PUBLIC SANITARY SEWER. 11. THIS PLAT DOES NOT ADDRESS THE EXISTENCE, DETECTION, OR DELINEATION OF ANY ENVIRONMENTALLY SENSITIVE AREAS OR ANY ENVIRONMENTAL PROBLEMS LOCATED WITHIN THE PERIMETER OF THE PROPERTY SHOWN. 12. LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON A VISUAL INSPECTION OF ABOVE GROUND UTILITY APPURTENANCES. THIS PLAT DOES NOT NECESSARILY INDICATE ALL EXISTING UNDERGROUND UTILITIES, AND NO CERTIFICATION IS MADE AS TO THE EXACT LOCATIONS AS SHOWN, 13. RESIDUE OF THIS SUBDIVISION SHALL BE RETAINED BY THE DEVELOPER. 14. THERE ARE NO KNOWN CEMETERIES ON THE SUBJECT PROPERTY. 15. OWNERSHIP OF OPEN SPACES AND COMMON AREAS SHALL BE TRANSFERRED TO A HOMEOWNER'S ASSOCIATION AT THE TIME OF THIS PLAT'S RECORDING. 16. SIGHT DISTANCE EASEMENTS ARE DEDICATED TO PUBLIC USE AND SHALL BE KEPT CLEAR OF VISUAL OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO FENCES, STRUCTURES, AND LANDSCAPING. '17. WATER AND SEWER EASEMENTS ARE TO BE CENTERED ON THE AS —BUILT LOCATION. 18. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. IN 1 ,41 V1 COVER SHEET V2 EXISTING LOT LAYOUT V3 OVERALL LAYOUT, OFFSITE ACCESS ESMT. & CURVE DATA V4 SUBDIVISION PLAT V5 SUBDIVISION PLAT V6 SUBDIVISION PLAT THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND: KNOWN AS TAX MAP 55C-3, PARCEL A, AND TAX MAP 56A1-1, PARCEL 29 PER CURRENT COUNTY RECORDS IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. STANLEY MARTIN COMPANIES, LLC 11710 PLAZA AMERICA DR. STE 1100 RESTON, VA 20190-4771COMMONWEALTH OF IR INIA -y L��Ct'L(GIf-------- CITY/ 0_C UNTY OF: !=[ - cat TO WIT: THE FORE C N INSTRUMENT WAS ACKNOWLEDGEDBEFORE ME THIS �DAY OF=Czvt17,^�20ZC). Li SIGNATURE TNOTAR PU • LIC REG. NO.: -77� 70 -------------%------- MY COMMISSION EXPIRES: ' l 31� zoaz_ COUNTY APPROVAL u.1 , C�) T FOR BOARD OF SUPERVISORS TE r�Z,TH c) BRIAN D JAMISON No. 3334 12-16-2019 [DATE: 05-30-2019 REV: 07-25-2019 REV: 11-12-2019 REV: 12-16-2019 REV: SCALE: N/A JOB: 6822 15.0020 FILE: 6822 14 SHEET: OF 06 S42'56'52"E 45.15" ----------------------------------- ------ 30' R/W (UNIMPROVED) ------- DB 265 PG 344 --------------------------- ----------------- _ %VN 1 _t I ------------------- CLING LANE CTMP 56A1-1-25 N/F STANLEY MARTIN COMPANIES, LLC I DB 5240 PG 775 IF �j N cV / ILLJ 'in j' LO Ln LO z I S51°045211E 25900 N47'35'54"W 9.82' cF C16 BENT 0 0.54' S \ N26°13'35"E 34.27' 0 1.92' SE N86'02'19"W 27.00' IF ® 268.14' w N 58'2915 E 27.01' C1� c9 vT BUCKINGHAM BRANCH RAILROAD S42'50'25"E 993.08' cp IF \ IF 0 0.26'W pESC1DD hh36G q96 � -� \ \ S25°3143W 57.56' IF Zp0 �5 TMP S VEA EMI03h \ \ S25°27'21"WTF1'F ��p2`�n� p SgA1ITZER, DBI1g PGp36� 24.85' TM F CR RNELL \` B 1 h11 TMP 56A1-1-29 NT MISTY PG T) \ 13.486 AC. y1BpLA /5°43'34"W 5q6TJos.15 a" SA F. p \ TMP 55C-3-A �F�� N'14'36'49"WJ N/F STANLEY MARTIN COMPANIES, LLC ( O 15.37 DB 5240 PG 775 i 1 TMP 56A1-1-26 N75'23'11"E _ N/F STANLEY MARTIN COMPANIES, LLC 49.00' DB 5240 PG 775 - -- - - -- - -- -- m ® - -- -- -- -- N14'36'49"W _ _ -- - -- -- -- ---- - ' 1 5.79' �S N06°31'02"W C'g ------ I APPROX7 24.56 N29°10'02"E -------- ` �- CODE MATE cOU m'.� m ' STREAM) FATED 1pp m ®® N01 "10'06"W 13.63' II� -- ---- -- -- -- - _ ER 60.48 v' AR F( I 004 OOOP�A�N TMP 56-115 APPROXIMATE-- N/F VUE REALTY PARTNERS, LLC PO WELL'S CREEK LOCATION OF °� / TMP DB 4856 PG 582 � 56A 1-1-30A ' '� `AS IT MEANDERS N/F STANLEY _ MARTIN / COMPANIES, LLC DB 5240 PG 775 , N55'29'02"W 65.38' N39'51'55"E 39.30' N30'30'41 "W 41.23' L0 / IUj r" M Z NOTE - PROPERTY LINE FROM POINT 'A' TO POINT W. COURSES SHOWN ARE FOR CLOSURE AND AREA CALCULATIONS ONLY. IF ® 190.71' PF BERI ® 199.2 APPRO 100_ XIMATE L YEAR FOC LOCDPLAI o/v OF APPRO R X ED T 00 �S �Y CODE EUFFE AM IF ®-14.96' 1 NIF P1R TER43 VG 2v iAT) �\ \, 0B 15O P \ P SEER JASEJ. gDERPG 3aPLAT)... \ 1990Sgh(\ 1,33E OR \ DB 0 VG � ,- t MP51 ANI DD SxEANGEPG 2h13 634 `{ DB1gg0 pG j j �- 56A1�1 DEL DD TMpop,AMES LG 414 T) D� SgPG 39 1 �pLA 2A \ DB \ T14 pgLL94 PG 6PLAT)\ \,-'� 1-1 JNJ ES \NI DB 21 23 ( TMp SABER \ B 250 PG DEL pG 39' r s ,SE1M�f E.",i ,.i ,5" PC 4=58 DB 3 16,0 ` G 11500 TMP 56-115 N/I' VUE REALTY PARTNERS, LLC DB 4856 PG 582 BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C1 22.10' 34.50' 36°42'19" 21.73' N 10'48'53" E C2 45.60' 57.50' 45*26'13" 44.41' N 1510'50" E C3 1 25.57' 37.50' 1 39'04'03" 25.08' N 18°21'55" E C4 8.17' 87.50' 5°20'56" 8.17' N 03'50'34" W C5 31.86' 225.50' 8'05'46" 31.84' N 10'33'55" W C6 17.51' 12.50' 80`15'39" 16.11' S 54'44'38" E C7 50.04' 524.50' 5'28'00" 50.02' N 87'51'33" E C8 133.35' 250.50' 30'29'58" 131.78' N 75'20'33" E C9 15.13' 23.50' 36'53'07" 14.87' N 13'54'33" W C10 13.88' 333.50' 2'23'06" 13.88' N 31'09'33" W C11 180.77' 306.50' 33'47'31" 178.16' N 12'56'04" W C12 4.88' 333.50' 0*50'15" 4.88' S 03'32'33" W C13 32,62' 23.50' 79'32'29" 30.07' S 42'34'09" W C14 152.86' 963.50' 9°05'24" 152.70' S 7747'38" W C15 14.03' 23.50 34*12'17" 13.82' N 89'38'55" W C16 244.38' 424.50' 32'59'05" 241.02' N 31'06'21" W �� DATE: 05-30-2019 REV: 07-25-2019 REV: 11-12-2019 REV: 12-16-2019 REV: SCALE: 1 "=100' JOB: 6822 15.0020 FILE: 6822 V2 SHEET: OF 06 30' R/W (UNIMPROVED) DB 265 PG 344 -------------- N44°15'27"W _ A,1 - AEC2 {{ 60 P / AEC _ 72_83' TMP 56A1-1-25 N F STANLEY MARTIN COMPANIES, LLC HBO DB 5240 PG 775 40' EMERGENCY CLING LANE ; ACCESS / EASEMENT ---� /' -CALLS TO --" CENTERLINE TMP 55C-3-A N/F STANLEY MARTIN COMPANIES, LLC DB 5240 PG 775 TMP 56A1-1-26 N/F STANLEY MARTIN COMPANIES, LLC DB 5240 PG 775 APP-------------------�_ ` \ CODE OO RDE,-I,,, SX1MATe COUNTY - STREAM UU, BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C17 2.65' 272.00' 0'33'33" 2.65' N 4315'34" W C18 30.19' 272.00' 6'21'36" 30.18' N 46'43'09" W C19 22.33' 272.00' 4*42'15" 22.33' N 5215'04" W C20 22.09' 272.00' 4'39'15" 22.09' N 56'55'50" W C2'I 22.01' 272.00' 4'38'08" 22.00' N 61'34'31" W C22 44.38 272.00' 9'20'58" 44.34' N 68°34'04" W C23 33.43' 272,00' 7'02'32" 33.41' N 76°45'49" W C24 22.01' 272.00' 4*38'10" 22.00' N 82*36'10" W C25 15.38' 272.00' 314'20" 15.37' N 86'32'25" W C26 214.48' 272.00' 4510'47" 208.97' N 65'34'11" W C27 17.65' '12.50' 80'54'05" 16.22' S 51'23'23" W C28 62.97' 249.50' 14'27'37" 62.80' S 1810'10" W C29 11.98' 242.50' 2'49'46" 11.97' S 26'51'18" W C30 25.14' 242.50' 5'56'21" 25.13' S 3114'21" W C31 24.46' 242.50' 5'46'47" 24.45' S 37'05'55" W C32 22.03' 242.50' 512'16" 22.02' S 42'35'27" W C33 22.03' 242.50' 512'21" 22.03' S 47'47'46" W C34 22.22' 242.50' 515'03" 22.22' S 53'01'28" W C35 26.91' 242.50' 6'21'27" 26.89' S 58'49'43" W BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C36 6.18' 242.50' 1'27'33" 6.18' S 62'44'13" W C37 27.64' 242.50' 6'31'49" 27.62' S 66'43'54" W C38 32.16' 242.50' 7°35'55" 32.14' S 7347'45" W C39 32.05' 242.50' 7'34'20" 32.03' S 81'22'53" W C40 33.21' 242.50' 7'50'50" 33.19' S 89'05'28" W C41 31.54' 242.50' 7'27'09" 31.52' N 8315'33- W C42 32.25' 242.50' 7'37'10" 32.23' N 75'43'23" W C43 21.12' 242.50' 4'59'28" 21.12' N 69'25'04" W C44 370.92' 242.50' 87°38'15" 335.80' S 6915'32" W C45 5,44' 87.50' 3'33'37" 5.44' N 68'42'09" W C46 25.57' 37.50' 39'04'03" 25.08' S 89'59'01" W C47 6.14' 57.50' 6*07'13" 6.14' S 73'30'37" W C48 22.10' 34.50' 36*42'19" 21.73' S 5813'04" W C49 22.10' 34.50' 36*42'19" 21.73' N '10'48'53" E C50 45.60' 57.50' 45*26'13" 44.41' N 1510'50" E C51 25.57' 37.50' 39'04'03" 25.08' N 18°21'55" E C52 8.17' 87.50' 5'20'56" 8.17' N 03'50'34" W C53 31.86' 225.50' 8'05'46" 31.84' N 10*33'55" W C54 17.51' r 12.50' 80'15'39" 16.11' S 54'44'38" E BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C55 50.04' 524.50' 5'28'00" 50.02' N 87'51'33" E C56 133.35' 250.50' 30'29'58" 131.78' N 75'20'33" E C57 15.13' 23.50' 36°53'07" 14.87' N 13'5433" W C58 13,88' 333.50' 2'23'06" 13.88' N 31'09'33" W C59 63.51' 333.50' 10*54'40" 63.41' N 39'02'19" W C60 64.75' 333.50' 11'07'27" 64.65' N 50'03'22" W C61 149.31' 333.50' 25'39'05" 148.07' S 42°47'33" E C62 2.34' 1.50' 89'29'13" 2.11' N 10'52'29" W C63 37.95' 351.50' 611'12" 37.94' N 58'58'49" W C64 2.33' 1.50' 89'08'41" 2.11' S 73*04'10" W C65 55.92' 333.50' 9'36'29" 55.86' N 67'09'44" W C66 225.69' 306.50' 42'11'19" 220.62' N 50'55'29" W C67 146.80' 172.00' 48'54'03" 142.38' S 14'02'31" E C68 352.28' 228.00' 88'31'34" 318.27' S 33*51'16" E C69 19.97' 12.50' 91'32'27" 17.91' S 32'20'50" E C70 42.05' 200.50' 12'01'O1" 41.98' S 19'25'54" W C71 13.33' 193.50' 3'56'46" 13.32' S 27'24'47" W C72 22.15' 193.50' 6'33'31" 22.14' S 32'39'56" W C73 22.01' 193.50' r 6'31'04" 22.00' S 3912'13" W �114 x M MMffhi F _ r �0xO '" muzLm .411_1_11 \ AP1'ROX! 100-YEAR FL00p CAINN OF APP I DES/ROXIMATE COU BUFEEATED 100' REAM DE 100 0 100 200 300 SCALE: 1:100_XREF BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C74 32.37' 193.50' 9'35'04" 32.33' S 4715'17" W C75 27.56' 193.50' 8'09'43" 27.54' S 56'07'40" W C76 1 32.83' 193.50' 9'43'19" 32.79' S 65'04'12" W C77 22,08' 193.50' 6'32"17" 22.07' S 7312'00" W C78 22.03' 193.50' 6'31'19" 22.01' S 79'43'47" W C79 45.02' 193.50' 1319'52" 44.92' S 89'39'23" W C80 42.67' 193.50' 12'38'08" 42.59' N 77'21'37" W C81 8.14' 193.50' 2'24'32" 8.13' N 69'50'18" W C82 290.19' 193.50' 85'55'34" 263.75' S 68'24'12" W C83 13.51' 87.50' 8'50'56" 13.50' N 6412'33" W C84 25.57' 37.50' 39'04'03" 25.08' N 4015'04" W C85 30.32' 57.50' 3012'59" 29.97' N 3549'32" W C86 25.57' 37.50' 39'04'03" 25.08' N 31'24'00" W C87 4.12' 87.50' 2'41'54" 4.12' N 10*31'01" W C88 20.73' 12.50' 95'0'1'17" 18.44' N 38°20'34" E C89 12.42' 475.50' 1'29'48" 12.42' N 86'36'07" E C90 26.91' 475.50' 314'32" 26.90' N 88'58'16" E C91 39.33' 475.50' 4'44'20" 39.32' N 8813'23" E C92 2.2'1' 299.50' 0'25'25" 1 2.21' S 89'37'10" E BOUNDARY CURVE TABLE Curve Length Radius Delta Chord Chord Bearing C93 22.24' 299.50' 415'18" 22.24' N 88'02'29" E C94 22.06' 299.50' 413'14" 22.06' N 83*48'12" E C95 28.57' 299.50' 5°27'54" 28.56' N 78'57'38" E C96 22.64' 299.50' 419'49" 22.63' N 74'03'47" E C97 22.09' 299.50' 413'36" 22.09' N 6947'05" E C98 22.01' 299.50' 412'37" 22.00' N 65'33'59" E C99 29.24' 299.50' 5'35'35" 29.23' N 60'39'53" E C100 171.06' 299.50' 32'43'27" 168.74' N 7413'49" E C101 7.34' 23.50' 17'53' 18" 7.31' N 53'26'18" W C102 258.64' 328.00' 4510'47" 251.99' N 65*34'11" W 295.90' '172.00' 98°34'05" 260.74' N 38'52'32" W C174.15' 228.00' 43'45'53" 169.95' N 11'28'26" W ACCESS EASEMENT CURVE TABLE Curve Length Radius Delta Chord Chord Bearing AEC1 66.43' 200.00' 19'01'46" 66.12' N 51'46'46" W AEC2 59.47' 200.00' 17'02'13" 59.25' N 52'46'33" W AEC3 256.92' 750.00' 19°37'39" 255.67' N 54*04'17" W DATE: 05-30-2019 REV: 07-25-2019 REV: 11-12-2019 REV: 12-16-20-19 REV: SCALE: "1"=100' JOB: 6822 15.0020 FILE: 6822 SHEET: OF 06 DATE: 05-30-2019 REV: 07-25-2019 REV: 11-12-2019 REV: 12-16-2019 REV: SCALE: 1 "=30' JOB: 6822 15.0020 FILE: 6822 SHEET: OF 06 S42°50'25"E 993.08' 30 0 30 60 90 SCALE: 1: 30_XREF OPEN SPACE A RECREATION & TOT LOT 2.541 AC. It oE5\r�e) VARIABLE WIDTH PRIVATE SEWER C69 LATERAL EASEMENT $6N N (SHADED) FOR THE BENEFIT OF OPEN OEM SPACE A �o VARIABLE WIDTH PUBLIC DRAINAGE EASEMENT E-4 4 .4 20' PUBLIC DRAINAGE RESIDUE J' EASEMENT 3.109 AC. o'.+ c66 N18 38'07"E 27.0 ' o� Op5 C6 LOT 14 S28°2949"W 0.063 AC. � 16.52' E g0.67 54„ < 1.64' S50°56' LOT 15 C63 N 0.046 AC. 92.37 S50°56'S4' \ o LOT 16 0.047 AC. BUCKINGHAM BRANCH RAILROAD N42°58'47"W 164.79' G502 N42°5847"W 186.80' p�®� �tiZC g C19 Cl g 17 �6 Y C-- 20 . _____-___-.DE5 _ . . c26 ��1 VARIABLE WIDTH LOT 1 OPEN SPACE F PUBLIC DRAINAGE p`L`� LOT 2 0.063 AC. EASEMENT / LOT 3 0.049 AC. 0.297 AC. w�LOT 4 0.051 AC 2.02' �cs �.. 56.80' TIE DE51 � � r 0.051 AC. t' `cs�, \ G�5 o .c 10' PRIVATE DRAINAGE b �) \ EASEMENT - CALLS 1'I$ -6 LOT 5 -� o a'cp wog TO CENTER Z LOT 6 css 'w 05 >� DE42 N6 0.070 AC. (TIE) �\ TMP 56A1-1-36C / \ G� LOT 7 7 ' , N/I' PESCH, ARTHUR J. OR ALICE M. 0� 0.053 AC. �G ' 0 1� 96 DB 4436 PC 302, c` O c'- c1. DB 1160 PG 496 (PLAT) iul o�� F LOT 8 0.051 AC. J o�s� p , W 9�1 lei \�0 LOT 9 `9S- <<` 4�°' N62 VARIABLE WIDTH w / 0.064 AC. �'p0Zp \ PRIVATE SEWER -, LATERAL EASEMENT cbcb �� (SHADED) FOR THE LOT 10\. \ BENEFIT OF LOT 119 ' 20' ACSA SANITARY ' �® LOT 11 3'� ��0`b �°�� OPEN SPACE C SEWER EASEMENT 0.047 °� 0.444 AC. (EXCLUSIVE OF 0.023 AC. A �v � LOT 12 �0��3 ti� �° IN ACCESS EASEMENT- \ I S7 TTJ T Y 0.047 AC. SEE SHEET V6) �9 ul ov, LOT 49cn yo7- , q; 2 0 05 ` 38' \ LOT 50 y2. 0 c9 6 \ „ /p0 -04 /� Np�k �,� w N 0� LOT 13 ?�2, \o��co / o \ \\ 0.075 AC. s VARIABLE WIDTH PUBLIC F\ / �, �, I a ® DRAINAGE AND SWM r' ? APp ®® \ TION FACILITY EASEMENT Ifs\� �' 5��2 j'- 7 O-yEATE L OC \ a LAiN \\ \ ®® � LOT 33 \� �TMP 56A1-1-35 1 \ OPEN SPACE D 0.750 AC. 0.055 AC. T) N/F CRITZER, \ h O \ j MISTY DARNELL c9\ \�, o 95 WB 162 PC 12 \ LOT 34 ``: DB 576 PC 345 (PLAT) \ \ 20' ACSA SANITARY 0.043 AC. } SEWER EASEMENT S5 p0 "� ,5 LOT 35 0.043 AC. o TMP \\ \ \ 10' PRIVATE DRAINAGE 56A1 1 30A EASEMENT - CALLS \ o, \ ,� S5Op \ TO CENTER N/MARTIN EY \ �\D,,Sl � gjFCOj5 LOT 36 j 00, ANT 0.043 AC. 0 DBIY52 OI PG 775 \\ \\ sTRF�M eU�F \ bb ` w \ Fk w \ s,� cU VARIABLE WIDTH �'o N6 LOT 37 -- - ACSA SANITARY 0.064 AC. -- 'r ,{ �- VARIABLE WIDTH DE45 I 1 SEWER EASEMENT o \ 00 � �� 'r `� '- £ ` PUBLIC DRAINAGE \ S9 I o \ N55°16,47"w' EASEMENT I 6 c1� v) TMP 56-115 LOT 38 o'� I 0.067 AC. `ram°,. I I ��h N/F VUE REALTY ' I -- N o _ I I PARTNERS, LLC OD N44°58'02"W 88.13) I DB 4856 PG 582 \ 11, 20' � n LOT 39 �w DE44 TMP 56-115 Tlf DeaB N h 0.044 AC. ' N c9 48.0� TEE N/F VUE REALTY - cp PARTNERS, LLC00 33. VARIABLE WIDTH o DB 4856 PG 582 SE70 OP op (UBIRIAN w U r z_ LO ' 4 m E­ 0 W Q LL O z �� T�z DW W ()c~j � co F_ Z Fr cn LL FD Z L ® T J i _ C� F_ z DATE: 05-30-2019 REV: 07-25-2019 REV: 11-12-2019 REV: 12-16-2019 REV: SCALE: 1 "=30' JOB: 6822 15.0020 FILE: 6822 SHEET: OF 06 SEE SHEE T R SEE SWEET V5 20' AND VARIABLE _ _SE2 �°�` \ WIDTH ACSA SANITARY I -� DE7 N1�38'07"E� �0®1 a , \ •��5®/+ ��� a SEWER EASEMENT 27•0 ' VARIABLE WIDTH ��� LOT 37 , , I N o I �� ACSA SANITARY 0.064 AC. o f �65 U' SEWER EASEMENT \ G' S58'29'15"W E,I � IVA'�, A�,LEY C6 LOT 14 �, \ , `°;' g9.©U 27.01' l_ -----.DE9__ -� ... � 7, pRIVA` E R/w S28°29'49"W 0.063 AC. � ® \ �5516 41 V`! 9.02' TIE* sE� 2% C 16.52' o,E 90.61 6 C C61 T I Dom- a 1.64' S50°56'54 �C53 �) I r LOT 38 �% �2 C(71 59 C60 20' PUBLIC U, LOT 15 o'N �, 1 0.067 AC. 20' PUBLIC DE13 M' o o DRAINAGE r-? '� �' 0.046 AC. 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C6 lb.2\ 51 2.A E21 5�,��� (EXCLUDED FROM OPEN C65 C84 \E 0 5�° VARIABLE WIDTH SPACE CALCULATION LOT 46 TIE SE/ SEWERC159®�1/�� ACSAb� SANITARY `L / 0.924 AC. �^ �� o ) O h 6® VARIABLE WIDTH �3.Ab 0 O 10' PRIVATE DRAINAGE cc, PUBLIC SIGHT 11 / � �' . 0DISTANCE >h� �t p '• 6'- EASEMENT - CALLS --_ EASEMENT ( �'��� TO CENTER 0A O�NO) TMP 56-115 � N/F VUE REALTY LOT 47PARTNERS, LLC \ OLO 0 AC. 0.131 AC. o`er/ �� DB 4856 PG 582 16.75' o� LOT 49 LOT 50 \ \ 0.096 AC. a RESIDUE \\ \\ l (FUTURE PHASE 2) U' \ 1 ® 3.109 AC. � , � �J\\ �� \Cry Q�f�. �(i�� 1 `�• ftft 01 TMP 56A1-1-30AED � N/F STANLEY MARTIN \ \lob o COMPANIES, LLC \ \ DB 5240 PG 775 \ \ VARIABLE WIDTH PUBLIC DRAINAGE AND SWM vQ APpROXjM L \ / FACILITY EASEMENT o_ �G 100 YE-m -O AT101V 30 0 30 60 90 OPEN SPACE D SCALE: 1:30_XREF 0.750 AC. C JX)A SEE INSET EET LTH ,u RIA A M' O No. 3334 12-16-2019 I - DATE: 05-30-2019 REV: 07-25-2019 REV: 11-12-2019 REV: 12-16-2019 REV: SCALE: 1 "=30' JOB: 6822, 15.0020 FILE: 6822 SHEET: OF 06