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HomeMy WebLinkAboutSUB198900082 Plat 1989-11-17r � O � Q O • m Q R T. 649 x x X% x x \ x x x\ x "x x x x., x x xC��, x x \xx x x _�_ RESIDUE --THIS PLAT x x x x x PREVIOUSLY PLATTED Q� • x x x x x x xCO"xxxX * x x x Ct ,. ;x / EXISTING xx 0� HOLLY MEAD VI C I N I T Y MAP i 1 = 200 01 PROJECT DATA PROJECT NAME: FOREST LAKES MAGISTERIAL DISTRICT: RIVANNA OWNER OF RECORD: FOREST LAKES ASSOCIATES 500 FAULCONER DRIVE CHARLOTTESVILLE, VA. 22901 TAX MAP NOS.: PART OF PARCELS 46-29D , 46- 29E 46-29 ZONING : R-4 DEED BOOK: 955, P. 434 AREA SUMMARY -THIS PLAT BLOCK E - TOTAL AREA 11.9443 AREA IN LOTS 10.1221 AREA IN INTERNAL ROADS 1.8222 BLOCK F - TOTAL AREA . 5.6342 AREA IN LOTS 4.8376 AREA IN INTERNAL ROADS 0.7966 BLOCK H - TOTAL AREA 1 1. 12 34 AREA IN LOTS 9.2419 AREA IN INTERNAL ROADS 1 .8815 AREA IN T I MBERWOOD PARKWAY 4.3185 AREA IN CROSS TIMBERS ROAD 2.8488 AREA IN HIGHLAND RIDGE ROAD 0.3763 AREA IN COMMON AREA 8.4200 DEVELOPEMENT SUMMARY TOTAL AREA, PHASE 1 302.0309 Ac. TOTAL AREA PREVIOUSLY 129.3683 PLATTED, PORTION PHASE I TOTAL AREA THIS PLAT, 44.6655 PORTION PHASE I RESIDUE OF PHASE 1 127.9971 GENERAL NOTES 1. THE FOLLOWING SETBA;KS WILL APPLY: FRONT = 25', SIDE = 10', REAR = 20' 2. ONLY ONE DWELLING PER SINGLE FAMILY LOT. 3. ALL LOTS SHALL BE AC'V'ESSED ON PROPOSED INTERNAL ROADS. 4. JOINT ENTRANCES ARE REQUIRED FOR SOME LOTS ON CUL-DE-SACS. 5. THE VIRGINIA POWER EASEMENT IS 120', D. B. 728, PAGES 119, 120, 121, 122, 123, 124. 6. NO FURTHER SUBDIVISION WITHOUT PLANNING COMMISSION APPROVAL. 7. THIS PROJECT IS NOT LOCATED IN THE WATER SUPPLY WATERSHED. ''AI`J_ ?$ APPROVAT_ TfIF SURD IVI1�ION OF THE LAND DESCRIII FD HLPi_ IN IS WITH THE F REF CONSENT AND IN ACCUROANCE 01111 THE DESIRE OF TIC UNDERSIGNED OWNE PR(J'RIF T ORS , AND TRUSTEES. ANY REF FRENCE 10 F U 1 URE PO IAL DEVEF OPMF N T IS TO PF DEEMED AS EOP:TICAL ONLY, ALL. SIATFME:NTS of FI`(FU T 1F PLAT A TRUE NO RRECT TO T F MY K� /.� / _­Arh IDS AP[)fVVA( TFIE OF THE LAND DFSCR!AFD NFRFIN 1`, WITH THE FREF CONSENT AND IN ACCORDANCE WITH THE DESIRE OF T►1E UNDERSIGNED OWNER PROPRIF 1 ORS , AND TRUSTEES. ANY RFFERFNCE TO FUTURE POTENTIAL DEVELOPMENT IS TO 13F DEF-MF_D AS THEOPETICAL ONLY, ALL STATFMFNiS Af 1 1YFD#40 TfIIS FLAT ARE TRUE ND CORRECT TO T HE BE MY KtJU E. COUNTY PLANNING ('OVM I S S I ON P8. THE MINIMUM FLOOR ELEVATION INCLUDING GARAGE AND BASEMENT LEVELS FOR SECTIONS w�► Chairman G AND H SHALL BE 463.50 (NGVD). BUILDERS ON LOTS INDICATED THUS OO SHALL PROVIDE THE COUNTY DEPARTMENT OF INSPECTIONS CERTIFI- CATION BY A LICENSED ENGINEER OR LAND Da It e SURVEYOR THE FLOOR ELEVATION OF ANY DWELLINGS CONSTRUCTED ON THESE LOTS CONFORMS TO THIS REQUIREMENT. CERTIFICATION SHALL BE MADE PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. INDEX i. 'COVER SHEET 2. tOCATION MAP 3. DEDICATED R I GHTI' OF WAY and RESERVED COMMON AREAS 4. BLOCK H SUBD I'� I S I ON PLAT 5. BLOCK H EASEMIENT PLAT 6. BLOCK E & F SUBDIVISION PLAT 7. BLOCK E & F EASEMENT PLAT SUBDIVISION PLAT S 1_A_LEF VIRGINIA I A NOT ARY PUBLIC FOR THE STATE AFORESAID, DO CERTIFY THAT !G•� �flc>SF NAMES ARE SIGNED 10 THE FOREGOING WRITING BE AILING DAT F OF 1hys�J9�� FIAVE ACKNOWLEDGED THE �AMF f3FF0RF ME fN MY STATF,AFORESAID. ¢ (;IVF_N UNDFR MY HAND IRS ,�AY 0FQl/t) 19-i-� MY COMMISSION UhPFES 6 - 1 19cl;L . S T F VIR GINIA A NOTARY PURL C FOR T STATE AFORFSV, DO CERTIFY THAT WHOSF NAMES A IGNE4 TO E FOREGOING WRITING BFAfllNG DATE OF�$t_i__19�HAS_ ACKNOWLEDGED THE SAME BEFORE ME IN MY TTF,AFOR AID. ��pp GIVEN UNDER MY HAND T S AY F fir• t94_i__. MY COMMISSION EXPUES 194r . BOARD OF SUPERVISORS 00 /ew .jjjj�� oe . r =_pp Des gnat d Agent - - 4 (h Date (RIGHT OF WAY AND EASEMENT DEDICATION i. THESE PLATS HEREBY DEDICATE TO PUBL!C USE THE NECESSARY RIGHTS OF WAY AND EASEMENTS TO SA I SFY THE COON-Y, V. D. 0. T. , R. W. S. A. , AND A. C. S. A. REQUIREMENTS. THE SI"=C I F i C R i GHTS I).- r"Y ARE SUMMARIZED ON SHEET 3 OF 9 AND ARE TO I NCL ,DE ALL PORTIONS OF -,E RIGHTS OF WAY SHOWN FOR WH I :.-H METES AND BOUNDS ADEQUATELY DEFINE SUCH RIGHTS OF WAY ON THE ATTATCHED SHEETS. 2. COMMON AREAS ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE BUT NOT TO THE EXCLUSION OF OTHER USES, 3. WATER AND SEWER EASEMENTS, UNLESS OTHERWISE INDICATED, ARE INTENDED TO BE 20' WIDE AND CENTERED ON THE PROPOSED WATER AND SEWER FACILITIES. 4. DRAINAGE EASEMENTS, UNLESS OTHERWISE INDICATED, ARE INTENDED TO BE 20' WIDE AND CENTERED ON THE PROPOSED STORM SEWER CULVERTS. 5. IF AFTER CONSTRUCTION ANY EASEMENT BECOMES UNNECESSARY OR REQUIRES A REVISED LOCATION, IT IS THE INTENT TO RESERVE THE RIGHT TO RECORD SUCH A CORRECTION PROVIDED THE APPROPRIATE AUTHORITY GRANTS APPROVAL. 6. #i DENOTES CENTERLINE OF 20' SANITARY SEWER EASEMENT. 7. LI- -DENOTES CENTERLINE OF 20' DRAINAGE EASEMENT. ALL DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC USE AND SHALL EXTEND TO PROPERTY LINE, COMMON AREA OR NATURAL WATERCOURSE.( see note 2 above) F@[N[E27 LjQr_ES - A PORTION OF PHASE I BLOCKS E, F, and H ALBEMARLE COUNTY, VIRGINIA PREPARED FOR: I THOMAS GALE r ROUDABUSH, GALE ASSOC. , INC. T FOREST LAKES ASSOCIATES C CERT No V i337 A PROFESSIONAL CORPORATION 500 FAULCONER DRIVE CHARLOUESV I LLE, VIRGINIA A_ ENGINEERS, LAND SURVEYORS, LAND PLANNERS 22901 �F�l,F LAND Char Iottesv i f fe, Vi rg i n i a SU DATE: MAY 1 , 1989 FILE. 7016 SHEET 1 OF 7 F1 a cc z 0 do LA z 0W 0 0 CL LLJ BLOCK - C "AMBERFIELD" SEE NOTE I. BLOCK - B "COVE POINTE" SEE NOTE I. E 7000 BOUNDARY PLAT SEE NOTE I. Z O � O � � O � i O BLOCK - D "STEEPLECHASE" SEE NOTE I. LOCATION MAP BLOCK G BLOCKS E, F, G and H "CHELSEA" SEE More z. FORESTLAKES ALBEMARLE COUNTY, VIRGINIA `�`� - BLOCK E w ; Jw "WHISPERING WOODS" BLOCK H --.�- , � ;,��, ,��. � .r SHEETS 6 8c 7 "HEATHER GLEN" _ v SHEETS 4 & 5 NOTES: REFER TO PLATS OF REaORD OF w ~ FOREST LAKES SUBDIVISION ON SHEETS � J. THOMAS GALE 1 - 16, RECORDED AT D.B. 1010 P. 403-438. � C CERT. No. > 400 300 200 100 0 400 800 1200 2) RECORDED AT D.B. 1072 P. 665 - 672 w U 1337 _ , BLOCK F • SCALE IN FEET � � cF9ri ���� "POPLAR RIDGE"'��fo s�RJ J` f 741 LAND �f SHEETS 6 7 I ROUDABUSH, GAE.E & ASSOC., 1NC, I . A PROFESSIONAL CORPORATION z Engineers — Land Surveyors — Land Planners Charlottesville, Virginia _ o 0 FILE 7016 r • SHEET 2 OF 7 0 BLOCK E NOTE = BLOCK G RECORDED SEPARATELY 1" = 200' zoo ioo o _ 200 aoo SCALE IN FEET DEDICATED RIGHT OF WAY and RESERVED COMMON AREA BLOCKS E, F, G and H FOREST LAKES DEVELOPEMENT ALBEMARLE COUNTY, VIRGINIA ROUDABUSH, GALE & ASSOC., INC. A PROFESSIONAL CORPORATION Eng i nee rs, Land Su rveyo rs, Land Pranne rs Char rottesv i t le, Vi rg in i a SHEET 3 OF 7 LINE BEARING DISTANCE Li N86 48' 43' W 25.00 L2 N80 33' 00' W 10.00 L3 N80 33' 00' N 30.62 L4 N73 2i' 55' E 33.82 L5 S72 58' 46' M 55.77 L6 S72 58' 46' M 47.93 L7 N72 58' 46' E 19.39 L8 N72 58' 46' E 14.31 L9 S80 33' 00' E 28.65 L10 S08 44' 48' E 14.43 Lit S08 44' 48' E 20.00 L 12 N08 44' 48' W 20.05 Li3 N08 44' 48' N 27.36 L 14 S08 44' 48' E 12.98 L15 N17 53' i i' E 20.00 Li6 NO 53' ii' E 19. 17 L17 NO WIPE 39.0 Lib S68 21' i6' W 10.00 L i 9 N68 21' 16' E 10.00 L20 N24°53' 55"W 34.35' o n M� O h d. Q Q O 0 0 0 m 0 or 0 0 0 0 0 0 N N 3 w L0 Lr) L0 L0 N N 0 0 00 fM U) z End of Previous 1 S 510 38' 05"E Dedication 120.00 r, v -T O� P� 0 N N z 3 0 0 0) o "o o. 00 CID 0� Z 0OD 0• Ui 0 a))o z THE MINIMUM FLOOR ELEVATION, INCLUDING GARAGE AND BASEMENT ELEVATIONS, FOR LOTS INDICATED THUG © IN BLOCK H SHALL BE 463.5 (NGVD). LOTS INDICATED THUS * SHALL HAVE MINIMUM FLOOR ELEVATIONS 507.0: BUILDERS ON LOTS INDICATED THUS * & ** SHALL PROVIDE THE COUNTY DEPARTMENT OF INSPECTIONS CERTIFICATION BY A LICENCED ENGINEER OR LAND SURVEYOR THE FLOOR ELEVATION OF ANY DWELLINGS CONSTRUCTED ON THESE LOTS CONFORMS TO THIS REQUIREMENT. CERTIFICATION SHALL BE MADE PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. THESE LOTS IN SECTION H INCLUDE 8, 9, 10, II, 12, 13, 26, 27, 28, 29, 30, 31, 40, & 41. Cl end of present dedication • E 603'14 �2� .190.00 S86.48' 43' E 95.00' �"'f• �13.2� 55 wp� A 0070.00' aA N.10 . 2 moo• 46 = 2 i �� CIA 4 E 5 v o ,o N A iv o ,�' � Qs, OBE` < N13g 2, 5V N13. 2� 5 S5. 00` y 6 •� �� o, 1A o. •� `� Z N i 0 A. �; �, o = o 0 0 069 pc. 915.00y� 7 o ro P' L, Q o Z A.70. 00' C6 C3 2 36, 8 rc, �'r ova+ `� - s i 01 a. 2 6 7. 57' 580� 33' 70 00' C 4 CGh 96• ti� O s��6'. f 6 �6'1.546•� Q 50. OOElip•62, 9 �s,�s> s�� y 00 5 G��Cj R��' a. 217. 57' C 3 DSO• 0 61.11 N�a�1�EA 3.10C 2 3 C 2 4 Lg C ,� 0 19 Of Q�p, y p� ��,• 1 0 8' S �0.Op` z 0 C 29 0 9 f9- f ��' ,�c •`°4' h •,, p•,S2 L1 17 0 �. 4 "� ��,, ! 9 .� 41 _� ~9 to to o •Zro �� C22 •r w w o N N cD N 0.2308 AC. or � � �' Q. ti� • '• � N c3r- ' v v Q.Z 2� �� ! 6 o i o' NB3' 24' 08 E Ui a) 0. 2878 AC. 2 ` c�. �`',� N to 83• 89 J N "' v4 �, f f r o• 00' d i45.43 J 1f2 48' o i5 �� so. o ' 12' E r * o N87.26' 57' ii m O a� c'u�. ��' 0 Oo -o N 81 15 = 0 40 0.2391 Ac• Co 20 cou F 6 • p0 00 105. 39' + tp �A"'� 00 N ���' 130. c rz o N83• W 57' E ` Z 0 a .� fs �'`fl 9� ��• 55 20 0 20 89 Ac• �, 151.34' ii ` � :Asp 6o da o . � o o ��2 !► c- q 5 9• 14 0 F o '` S8i' i5' 12! N "w z J 39 0. 2645 c co CU 2 6,�5 IS C 16 �� dos 10 0o z 130.00' m Ac. o 21 Q Ig in in " S87' 08' 55' E 12 © *� "'Q `'' .�, N6f, 6e 40 "' "' c 145.42' o; 0 o i 3 O o moo. oo , a� 22 t�. �' C0 0 0 �y c'co 40 ti o F �. ,,'� 6• �► p0 to �'2'4► �' ev ,`��' 0 39 �c 0.2434 Ac' 1 ",''' S6S• 2,, , , 10 N'• ,�- ! ' 26p47 4 o cc 10• 00 N o m 0.065 AC. t o S�1,06, . o f3S S 00. 145. oo' N80' 46' 00' E 10 00� N 'ao ''�, Q-', oo �Oo 00 138 9 .. E r 2 4.7 8 N ✓ o c� c� % • 37 70.00 o a .tit •� O ' 0 / COMMON AREA 80.00 o N s o c^ 23 * Q` �° c'S o O � •% � N. � •p � S1 i `L' p� Ns�• 0c O O �' 6.1057 Ac. O 27 0 ✓ ss �' '�, n �• 24 10.0 �� •2 O• �D- '�C O o' Curve • Radius Delta Length Tangent "o Chord/Brg O C1 35. 00' 87.07' 20' 53. 22' 33. 28' 48. 24' S75-06-40. 2E C2 35. 00' 50058' 13" 31.14' 16.68' 30.12' NOO- 35-11 E C3 35. 00' 55010'24" 33.70 18.29' 32.42 N53-39-29E 3 C4 135.00' 18012' 13" 42.89' 21.63' 42.71' S89 -39-IOE ;N C5 35.00 106008'37 64.84' 46.57' 55.96' N28-10-23E N C6 267.57' 8.26' 0 i' 39.38' 19.73' 39.35' S84-46-00.6E " N C7 267.57' 3.02' 50' 14. 23' 7. 12' 14. 23' N74-30-10. 8E o C8 265. i5' 2. 36' 30' 12. 07' 6. 04' 12. 07' S71-40-37. 4M s0 C9 265.15' 49 28** 23' 20. 70' to. 36" 20. 69' S40-02-42. 3M 2 C10 47.43' 44.59' 54' 37. 25' 19. 65, 36. 30' S60-i8-27. 9W (;it 55. 00 7.20' 39' 7. 05' 3. 53" 7. 05' N79-08-05. iE _41 C12 55. 00' 46052421 45. 00' 23. 85' 43. 75' N52-0i-24. 3E - CV C13 55. 00' 21.43' 13' 20. 85, 10. 55, 20. 73' N17-43-26. 6E o ;� C14 55. 00' 46' 52' 42' 45. 00' 23. 85' 4175' N16-34-31. 0W 40 ti C i 5 55. 00' 46052420 45. 00' 23. 85' 43.76' S63- 27- i 2.8E cz' C16 55. 00' 469 52' 42' 45. 00' 23. 85' 43. 76' S69-40-0i. 6M z C17 55. 00' 53" 25" i4' 5i. 28' 27. 67' 49. 44' N19-31-03. 6E C18 47.43' 34.41' 38' 28.72' 14.82' 28.28' N10-09-0.9E 3 C 19 47. 43' 10.18' i 5' 8. 53' 4. 28, 8. 52' N32-39- i2. 9E - C\, C20 47.43' 44.59' 57' 37. 25' 19.65' 36. 30' Si5-18-25.OM 0 C21 215.15' 190 01' 58' 71. 47' 36. 07' 7i. 14" N47-i9-19. BE 0 C22 2i5. 15' 16.08' 27' 60. 6!' 30. 51" 60. 41' N64-54-32. 5E 00 C23 20.57' 14.39' 563 55. 69' 28. 00' 55. 54' S80-18-50. 7W u, C24 217. 57' i i • Or i i' 44. 82' 22. 49' 44. 74' S86-27-05. 7E C25 35. DO' 80' 24" 22' 49. 12' 29. 58' 45. 18' N40-20-49. 2M 10 C26 325.00' 8' 36' 12' 48.80' 24. 45' 48.75' N04-26-43.3M Lo• C27 275. 00' 4. 36' 32' 22. 12' 11. 07' 22. it' N06-26-32. 4M 0%0 C28 35. 00' 93.10' 45' 56.92' 37. 00' 50.85' N42-27-05.7E C29 185.00' 21916268 68.69' 34.75' 68.30' N78-24-49. 1E C30 35. 00' 16' 57' 35' to. 36' S. 22' i0.32' N76-l5-23.5E " \ C31 35. 00' 67.12" 58' 41. 06' 23. 26' A 75' S61-38-21. 2E a C32 35. 00' 84.11' 32' 51. 43' 31.62' 46.93' S70-07-38. OE "T C33 202. 60' i0.38' 41' 37. 64' 1& 87' 37. 59' NO3-25-27. 8M C�o 00 C34 202. 60" ISO 33' i5' 55. 00' 27. 67' 54. 83' S60-34-43. ON 2 �0- � C35 47.43' i7.54' 10' 14.82' 7. 47' 14.76' N59-24-i0.7E C36 47.43' 27.05' 44' 22-43' 11. 43' 22. 22' N36-54-0.8E C37 C38 47. 43 55. 00' 44 59 S7 53.02' 06' 37. Cu 50.91' i 9. 65 27. 44' 36. 30 49. 1 i' N45- 5 i -11. 1 E N49-52-24.9E C39 55. 00' 41.40' 11' 40. 00' 20. 93, 39. 12' S82-46-26. 5E C40 55. 00' 36" 27' 40' 35. 00' 18. It' 34. 41' S43-42-36. OE C41 55. 00' 21.22" 35' 20. 52' 10. 38' 20. 40' N14-47-28. 5W C42 55.00' 4i• 40' ill 40. 00** 20.93' 39. 12' N16-43-5i. 5E C43 55. 00' 41.40' ii' 40. 00' 20. 93, 39. 12' N58-24-14. 7E, 55. 00' Me 34. 07' ' 32. 75, 16. 88' 32. 27' S83-42-09. 2E C45 47.43' 44.59' 54' 37. 25' 19.65' 36. 30' S89-08-35.6E C46 B10. 00' 20 33' 33' 36. 18' 18. 09' 36. 18' N72-05-08. 4E see sheet 6 for continuation of metes and bounds on right -Of- \NOY 1 ©•Nis` c� c► N QO' 1' N�36 0f- %V O . `�� ssl •Se, �� 0 25 10. • N 201 ' QC`�� `•P C'� (P ,A ! �o� • Q Sao 00 149. f 9F C 4 q6 61.51 S66' 2� ,6 , `' 35 �h. 28 2 `a3 C45 20151 10•0 o S 0.3337 Ac. � a 1p•00 N 34 �, � ON a, P•ti D . 1 NSA f'-00" 155. 00' `' + 51.5'1 J, 33 00' N86.38' 22' E "o a 'o �' 6 32N'• o 'o a 90.0 y o` "' "' '' o_ n 9 �`• see sheet 6 Y ti 7 9.2 5' A .�6� 0 N. o o '1ov, POP 9 �aa a4 29 C39 3 ''o 0.2556 AC. 30 rn 00' �cj5 g0 NS f00 6 00- �'�� ��°'• Q c N, f 10.003P 6 S�- 0 N 90 00 3gp. 0, 40 `7 4A E 0�•4, 6 0.2376 Ac. •� e,5o•0 N f60 0 Q 00- 00.00 10 06 -I 3 �6 v7 End of Its Previous Dedication 1" = too/ 100 5 0 100 200, SCALE IN FEET SUBDIVISION PLAT OF HEATHER GLEN BLOCK H FOREST LAKES DEVELOPEMENT ALBEMARLE COUNTY, VIRGINIA ROUDABUSH, GALE & ASSOC., INC. A PROFESSIONAL CORPORATION Engineers, Land Surveyors, Land Pranne rs Char rottesvi ICe, Virginia F SHEET 4 OF 7 LIMIT OF EL TpEAND IS PARALL LINE 20' INSIDE LOT 16.00' LIMIT OF EASEMENT IS PARALLEL TO AND 5' INSIDE LOT LINE 11.34� a4c, NO EASEMENT r z W N a r co o L = 30.00� 1" = 100' 100 5 0 100 200 SCALE IN FEET EASEMENT PLAT FOR HEATHER GLEN BLOCK H FOREST LAKES DEVELOPEMENT ALBEMARLE COUNTY, VIRGINIA ROUDABUSH, GALE & ASSOC., INC. A PROFESSIONAL CORPORATION Engineers, Land Surveyors, Land Pfanne rs aarfottesvI ffe, VtrgInIa SHEET 5 OF 7 Line Bearing Distance Li N58 27' 00' E 25.00 L2 S58 27' 00' W 26.35 L3 S42 03' 00' E 30.00 L4 S42 03' 00' E 20.00 L5 N63 35' i5' W 30.00 L6 S56 06' 09' E 31.66 L7 N56 06' 09' W 30.39 L8 S57 33' 30' E 9. iB L9 S57 22' 36' E 12. 21 L 10 N57 22' 36' W i 3.23 Curve • Radius Delta Length Tangent Chord/Brg Ci 35. 00' 83' 49' 45' 51. 21' 31. 42' 46. 76' SiO-2i-52. 6W C2 35.00' 77.23' 08' 47.27' 28. 03' 43.76' N79-33-20.8E C3 400. 00' 12' 23' 07' 86.47' 43. 40' 86.30' S67-56-39.3E C4 305. 00' 4' 12' 15' 22. 38' 11. 20' 22. 38' N34-59-20. 5W C5 i020. 00' i• 52' 0i' 33. 23' 16. 62' 33. 23' S5i-20-44. 8W C6 35. 00' 57007' 18" 34.89' 19.05' 33.47' S60-06-39E C7 35. 00' 32052�42" 20.08' 10.33� 19.81' N74-53-21 E C8 35.00' 90' 00' 00' 54.98' 35.00' 49.50' N76-33-00.OW C9 275. 00' 11' 37' 08' 55. 77' 27. 98' 55. 67' N52-38-25. 9E C i 0 275. 00' 7' 37' 47' 36.62' i 8.34' 36.59' S24-15-53.5W Cii 165. 00' 6' 22' 51' 18. 38' 9. 20' 18. 37' N23-38-25. 7E C12 165. 00' 20' 50' 05' 60. 00, 30. 34' 59. 67' N37-i4-54. 0E CO 3 165. 00' i 9' 05' 55' 55.00' 27.76' 54.75' N57- i 2- 54. i E C14 165. 00' 20' 50' 05' 60. 00' 30. 33' 59. 67' S77-i0-54. 2Ml Cis i65. 00' 191051559 55. 00' 27. 76' 54. 75' N82-51-05. 7W C16 165. 00' 20' 50' 05' 60. 00, 30. 34' 59. 67' S62-53-05. 5E Cif 165. 00' t0' 25' 03' 30. 00' 15. 04' 29. 96' S47-i5-3i. 5E Ci8 47. 43' 44' 59' 57' 37. 25' 19. 65, 36.30" N64-32-58. 5W C19 55. 00' 48' 34' Oi' 46. 62' 24. 81' 45. 24' S62-45-56. 7E C20 55. 00' 41' 40' 11' 40.00' 20.93' 39. 12' S17-38-50.8E C21 55. 00' 36' 27' 40' 35.00' 18. 12' 34. 4i' N2i-25-04. 5E C22 55. 00' 41' 40' i i' 40.00' 20. 93' 39. 12' N60-28-59. 9E C23 55. 00' 46' 52' 42' 45.00' 23.85' 43.76' N75-14-33.6W C24 55. 00' 54' 45' i0' 52. 56, 28. 48' 50. 58' N24-25-37. 9W C25 47. 43' 44' 59' 57' 37. 25' 19. 65' 36. 30' N19-33-0t. 5W C26 it 5. 00' 9' 57' 52' 20. 00' 10. 03' 19. 97' N47-01-66. 3W rP? 325. 00' 5' 57' 21' 33. 78' !6. 91' 33. 77' S23-25-40. 7W C28 35. 00' 80' 24' 21' 49. 12' 29. 58' 45. 18' N13-47-49. 4W C29 375. 00' 7' 21' 38' 48. i 7' 24. ! 2' 48. 14' N50-19- l i. i W C30 375. 00' 7' 38' 22' 50. 00, 25. 04' 49. 96' S42-49-ii. iE Cii 5i7.88' 2' 43' ii' 24. 58' 12. 29' 24. 58' S40-21-35.8E C32 5i 7.88' 5' 31' 54' 50. 00' 25. 02' 49. 98' S53-20- i i. 7E C33 47. 43' 44' 59' 57' 37. 25' 19. 65' 36.30' S78-36-07.6E C34 55. 00' 23' 38' 53' 22. 70' 11. 51, 22. 54' S89-i6-39. 5E C35 55. 00' 46' 52' 42' 45.00' 23.85" 43.76" S54-00-5i. BE C36 55. 00' 46' 52' 42' 45.00' 23.85' 43.76' S07-08-09.7E C37 55. 00' 46852429 45.00' 23.85' 43.76" N39-44-32.6E C38 55. 00' 46' 52' 42' 45.00' 23.85' 43.76' S86- 37- i 4. 9W C39 55. 00' 58' 50' 12' 56. 48' 3i. 01' 54. 03' N40-31-18. iW C40 47. 43' 16' 20' 08' 13. 52' 6. 81' 13. 48' Ni 9-16-15. 9W C4 i 47. 43' 28039491 23.73' 12. 12' 23. 48' N4 i - 46- i 4. 4W C42 47. 43' 44' 59' 57' 37. 25' 19.65' 36.30' N33-36-i0.6W C43 567. 88' 4' 30' 02' 44. 61' 22. 32' 44. 60' S53-5i-07. 7E C44 35.00' 80' 24' 21' 49. 12' 29. 58, 45. 18' S85-47-49. 3W C45 325. 00' 4' 10' 18' 23. 66' 11. 84' 23. 66' N47-40-47. 6E C46 325. 00' 8' 41' 03' 49. 26' 24. 68' 49. 21' N54-06-28. 3E C47 35.00' 24' 24' i3' 14. 91' 7. 57' 14. 79' S46-i4-53.3W C48 35.00' 62' 42' Oi' 38. 30' 21. 32' --, 6. 42' S02-41-46. 3W C49 35.00' 81' 06' 14' 53. 21' 33. 27' 48. 23' S14-53-52. 9W C50 35.00" 73' 45' 22' 45.05' 26. 26' 42.01' NO3-53-52.8W C5i C52 335.00" 45.Od 8008'33" 96°37'04" 47.61 75.88 23.84: 50.52� 47.57' 67.21' S36-42-17E S80-56-32E C53 45.00' 53022'51" 41.93' 22.62' 40.43' S59-19-26E C54 45.00' 430 14' 12" 33.96' 17.83' 33.16' N72-22-02E C55 235. 70' 5' 51' 41' 24. 11' 12. 07' 24. 10' N29-20-35. 2E C56 47. 43' 44' 59' 57' 37.251 19.65' 36.30' NO3-54-46.5E C57 55.00' 44' 32' Oi' 42. 75' 22.52' 41.68' NO3-40-48. 4E C58 55. 00' 46' 52' 42' 45.00' 23.85' 43.76' N49-23-10.OE C59 55.00' 46' 52' 42' 45.00' 23.85' 43.76' S83-44-07.7E C60 55. 00' 46' 52' 42' 45.00' 23.85' 43.76' N36-5i-25.4W C61 55.00' 46' 52' 42' 45.00' 23.85' 43.76' S i 0-01- i 6.8W C62 55.00' 37' 57' 04' 36. 43' i8. 91' 35.77' S52-26-09. 9W C63 47. 43' 44' 59' 57' 37. 25' 19.65' 36.30' N48-54-43. 4E C64 35.00' 83' 47' 2i' 5i. i8' 31. 40' 46. 74' Ni5-28-55. 5W C65 47. 43' 44059579 37. 25' 19.65' 36.30' N79-52-34. 4W C66 55.00' 46' 01' 29' 44. 18' 23.36' 43.00' N79-2i-48.5W C67 55. 00' 52' 05' 13' 50. 00, 26. 88, 48. 30' N30-18-27. 5W C68 55. 00' 52' 05' i3' 50.001, 26. 88' 48. 30' N21-46-45. 8E C69 55. 00' 46' 52' 42' 45.00' 23.85' 43.76' N71-i5-43.7E C70 55. 00' 46' 52' 42' 45.00" 23.85' 43.76' S61-5i-34.2E C71 55. 00' 26' 02' 34' 25. 00' 12. 72' 24. 78' S25-23-56. iE C72 47. 43' 44' 59' 57' 37.25' 19.65' 36.30' S34-52-37. 4E C73 35.00' 79' 13' 01' 48.39' 28.96' 44.63' N83-00-53. 7E C74 50.00' 2104532" 18.99' 9. 61: 18.871 S46-15-24 W C75 50.00' 45051'50" 40.02' 21.15 38.961 S 12 - 26-43 W C76 50.00' 67037'22" 59.01' 33.49� 55.65� S23-19-29 W 1 THE MINIMUM FLOOR ELEVATION, INCLUDING GARAGE AND BASEMENT LEVELS, FOR LOTS INDICATED THUS * IN -BLOCK E SHALL BE 516.5 (NGVD). BUILDERS ON LOTS INDICATED THUS * SHALL PROVIDE THE COUNTY DEPARTMENT OF INSPECTIONS CERTIFICATION BY A LICENSED ENGINEER OR LAND SURVEYOR 105.00, THE FLOOR ELEVATION OF ANY DWELLINGS CONSTRUCTED ON N� THESE LOTS CONFORMS TO THIS REQUIREMENT. CERTIFICATION 4.Oe'13•N SHALL BE MADE PRIOR TO ISSUANCE OF CERTIFICATES OF OCCUPANCY. Jos pp. THESE LOTS IN BLOCK E INCLUDE 36 It 37. ti = W �.g� A.�D • r , 30 29 0• .'� ti 3t � i 4 C 15 28 � 0 A-33e, °?rs� Sir. 32 6`''° ��vE A-235 Cr> 27 �`�°ao�2 �• �`� s `h 6oB S6' y ti %Q•� 0° 6 4 ' ' 6 4 ' oo BSc'• 'c v~ �� tidy' • 2i5 ' ' °? 1 11.�, u>. O 0 0 '� 0" 26 . fir° a � `O °o'' O, fB� 6�2• 2A0 °0 o ra' P� .� o �� i Z0� ha a o 25 ,o hh• SS �v 6 0' a0 �2 18 p y0° �, 20 O o`O c' 6 � 4 0 � _ °o- � .k. >o F Of 8 °' .'�1 � o 0 1 o 0 9 34 % a �' ��' ti • o �f �° oh d� `''`'>� f- `''•E` ��,,' ' h ,�' Z,.0�� Gj 9�9 �h• c� m f�� >p °• �a°'°1 i9 o ss a� 24 �0.21°°' p,� v �o ^ i6 ,5Jo� ti°0' �+ ♦ c � p 2$je q%C• fs�r�, 9r 10•° s��r 'a �F 35 0 0ti' oti �`• ti so �o o?�e°�2a2`°`' 20 N ti N7�•1 D- o r- s6 6 �� mod, `�,r� o N o • ao oe !s9. i e13 S 68- y oo s� moo• �. + v c Sao moo. i 5 2,5`°c,1 �, C?3 C22 0. 3632 C. �10 ,%P `L�p 36 G°' _ '9`� 9 ,`�,�' , ti0 1 °O- ' O°- bt',,��f ° s�o. Q'21 4 4 9. >s c� p p a'� 1 a0� 14 `' 21 ° - 23 % ti r� ,� s 37 00 o° bh 9. �� °o_ ° `' tia >o s o W �' o C ga • •�2� SS S o ��' !� t 9e " �DS� N �� �F `.o / 6 6 0_ r O 'L C 7 , d�� c°' y °9� Z1ti .00 ati l3 s�f�. �� d zo m 22 9. S v. •� °°- 1sy can v'� �, �o�� 3 �O 9� sr> °°- ti0 0,� 60 9�- 0• 4844 Ac. e► �• cs� h 4• to ca �'a, c, c+ Gj, � •> . 9 2 �► 1 0 .r :1',r1 m�,, `rm• 2 e• as � p COO 20p p �0 p , f0 p3S-1S, moo' c-' .y �, 1� 0- 9 SSS• S \ '�c D 0p- F s `� �5•° , 4 a�`' .� c9 �q o6 0 00. 12 a I i 2a'� sp p 00 + 1 NF 9' C3 C 3 4 • ao 0" ' 1 by 0 000 05 �) F 3 R - 5 CSS 5�� 1ti0 60 ` �h �' Op��' S � �62 �25 6�• °40 ��6'. �B mo,�� + �' °- 0 o y �' �o oti 6 09 A W 10 ti o a 00 90 o• r + CM o• o a see sheet 4 for �+ �• �, �� c 63, co continuation of metes `�'• 9) ���D. ,,1 �O �, ti0 ,� 3S'1 ?�' S and bounds on right - Q ^ of - way m< c N �S O `�po•''� ti' v C38 C2 44?0 0 Sao p0ti BLOCK 'E" Is r s cti �-- o to 9 !�' i00 5 0 i00 0 50 S' co ; O 9 %m ti oo "rv. `ter- oti .`� 8 N Ul o SCALE IN FEET Cn r �� �ti n7 y � CV 00 0 ao o� o �So. �`' _�' 8 2BSe o . 4,0 cn , %0 C;f�,,�a� `c'•�, C 5 9 3A�6 p,�. S4 OD- p0' A . C'd+ N�3• k6' 44 E q•F S� tiff No a 2c�f6 it hh' �s� ° 166• 48, f�0. D DD' ��v Q o fs * m C') 7 ,tea S, SUBDIVISION PLAT OF It Q �,Vo O 2 �2 p3,4 0.5867 Ac. o, IV �6 1 3*F 0 NS2S`�� i 2 m ��` Q 63 4S 85' S89' 56' 30' W �,, WHISPERING WOODS and POPLAR RIDGE 0 Os- ,�• a 105.86' o• f26 04, `O Cv �O4 6 '� �j- ,� co C11.10 `it► O vh �� Q t BLOCKS E and F i3 0 0 �Q cn o. 4326 Ac. 0a1'°0° o& BLOCK ' F' 95 C 66 5 FOREST LAKES DEVELOPEMENT see sheet 4 C54 �Fq O� 0.4439 Ac. . C s2 so hi °7 3 fDc CO& S88' 06' io' W ALBEMARLE COUNTY, VIRGINIA 97- TO+ 123. 4 i' o^ ��` ,• o0 4 a 05 v - 10 2a� •� D C 69 0. 3230Ac, ''� 6 cr • o _ (o o °. .'Sa ' 2 cn o0 O N D 0 N o 0 ��i .` 20 kv Q' CP ROUDABUSH, GALE & ASSOC., INC. Cv c� end of present 53' 7 s� 0�Z0 •.. 3 "'' 3 to. °' A PROFESSIONAL CORPORATION dedication N88045 13 W Z 70.00' !3.?$- En inee rs Land su rve o s Q ss�, o. 3756 Ac. 9 y r ,Land P! an n e rs ?0- a a s?.�,?e 1?p oo Char rottesv f r re, VI rg i n la pp- o 0 wp� �0 Oo U SHEET 6 OF 7 SIGN EASEMENT DATA a FROM TO DESCRIPTION A g 45 Radial g C 35' Radial i D E 40' Radial e F N 510.34' 46" E GN EiASEME .� C C �G, , �2 O �° i SIGN ,3r EASEMENT Q E IF i I i I I BLOCK 'F' TIE LINE N 70° 43' 05" E 21.05 BLOCK ' E' 1" = i 00' 0 i0o SCALE IN FEET 10 EASEMENT PLAT FOR WHISPERING WOODS and POPLAR RIDGE BLOCKS E and F FOREST LAKES DEVELOPEMENT ALBEMARLE COUNTY, VIRGINIA ROUDABUSH, GALE & ASSOC., INC. A PROFESSIONAL CORPORATION Engineers, Land Surveyors, Land Pranne rs Char rottesv t r re, V1 rg l n t a SHEET 7 OF 7