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HomeMy WebLinkAboutSUB201400088 Plat Signature Copy 2014-09-26Q - SHEET INDEX ' - � " ° (M Z 1� i �� ?y L. ' NOTES T BUL TONS D_ . ���� °� V2 A A { � V3 OVERALL PLAN o m m V4 SUBDIVISION PLAT ,� o �- ' E 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT .� CM C 1 ��I�: V5 SUBDIVISION PLAT AND v 1. y THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON .� 0 - ;�I SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED PLAT 6 .. V7 CURVE SUBDIVISION TABLE E c X. x 2. THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY DONE AS PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY. THERE ARE NO `" I t� °; S 5`J�TE EPT „A„ S 1. �' " A A AND DOES T A A Is 3 THEBARE A SHOWN HOREON ISO OCMTEDTSNEZONE X NO F LL WITHIN FLOOD HAZ RD STATEMENT OF TITLE FOR TMP 62-5 „„ Y ZONE A FOR 100 YEAR FLOOD AS SHOWN ON FEMA MAP NO 51103CO279D. THIS y v y ODS, NO ELEVATION STUDY HAS BEEN t� i i __ METH m k ..:.- . PERFORMED AS A PORTION OF THIS PROJECT. �~ o �b , �. 11 o Z. 1111.1- �.. �i DEED BOOK 397, PAGE 72, AND TO THE BEST OF MY KNOWLEDGE MEETS G �,� a A ;_ice 4. IRON PINS TO BE SET AT ALL LOT CORNERS NOT MARKED WITH EXISTING MONUMENTS. ,� � REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. P es 1.11-11 5. S ZONED NMD (NEIGHBORHOOD MODEL DISTRICT). REFER TO PROFFERS AT ZMA ALL THE G� ALL PARCEL N T . 40. 0. �d ,. EACH LOT EXCEPT P 6 PACE PRESERVATION AND CONSERVATION AREAS CONTAINS A �, BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING SURVEYOR'S STATEMENT LTH 11111.1 '''Ets`i»' : : b .1 11 ORDINANCE. o�' : �.� 7 EPA PARCELS DO NOT LIE WITHIN AN AGRICULTURAL FORESTAL DISTRICT THESE RC / I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL 8 THESE PARCELS ARE NOT WITHIN A WATER SUPPLY PROTECTION AREA REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF w.. r, 1. iff 11 W. i _ 9. THE PARCEL SHOWN HEREON IS DESIGNATED AS NEW TMP 62 5 FROM THE BOUNDARY LINE 1. Q �' I 1: ��r ALBEMARLE CO., VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE *� U u�iii ADJUSTMENT DATED MAY 22, 2013, RECORDED AT DB 4378 PG 78. KRISTOPHERC. WINTERS �. Im I 1: r COUNTY HAVE BEEN COMPLIED WITH. , 1.11 10. THE BUILDING SETBACKS FOR PRIMARY STRUCTURES ARE AS FOLLOWS: No.2492 w �� S 2014 FRONT 16' AN 60' WIDE s - Y LOT OVER E 11 :'.. _ :: ., . ' $' MIN. 16' MAX. ALL OTHER LOTS - SUR - " SIDE - 5' ANY LOT OVER 60' WIDE 3' ALL OTHER LOTS VICINITY MAP REAR - 10' ALL LOTS I" =1000' THE BUILDING SETBACKS FOR CARRIAGE HOUSES AND ACCESSORY STRUCTURES ARE AS FOLLOWS: AREA CALCULATIONS LOT CALCULATIONS FRONT - 16' ANY LOT OVER 60' WIDE ORIGINAL TMP 62 -5 - 15.123 AC APPROVED DENSITIES PER CODE OF DEVELOPMENT: 8' MIN. 16' MAX. ALL OTHER LOTS LOTS - 2.793 AC PUBLIC R/W - 1.372 AC PRIVATE R/W - 0.142 AC OPEN SPACE - 1.716 AC (11.4 %) (PRESERVATION - 0.923 AC (6.1%)) RESIDUE - 9.100 AC TOTAL 15.123 AC BLOCK 5 - 29 MIN -34 MAX SFD (LOTS 146 -152) 16 MIN -24 MAX CARRIAGE HOUSE UNITS NUMBER OF LOTS SHOWN PER THIS SUBDIVISION PLAT: BLOCK 5 - 7 TOTAL = 45 MIN -58 MAX BLOCK 7 - 7 DENSITY. 6.56 MIN -8.45 MAX BLOCK 7 - 30 MIN -34 MAX SFD (LOTS 153 -159) 20 MIN -32 MAX CARRIAGE HOUSE UNITS Conservation Area Preservation Area TOTAL = 50 MIN -66 MAX Conservation Area Preservation Area DENSITY: 5.73 MIN -7.57 MAX BLOCK 9 - 23 MIN -25 MAX SFD (LOTS 182 -189) 0 CARRIAGE HOUSE UNITS (Acres) (Acres) TOTAL = 23 MIN -25 MAX U (Acres) DENSITY: 2.44 MIN -2.66 MAX NUMBER OF LOTS SHOWN PER THIS SUBDIVISION PLAT: BLOCK 5 - 7 LOTS BLOCK 7 - 7 LOTS BLOCK 9 - 8 LOTS TOTAL - 22 LOTS it , , 1 . , , . , . / , ... . , 4 111 SIDE - 5' ANY LOT OVER 60' WIDE 3' ALL OTHER LOTS REAR - 4' ALL LOTS 11. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY SHOWN HEREON. 12. PRIVATE STREETS, OPEN SPACE, CONSERVATION AREAS, PRESERVATION AREAS, TRAIL EASEMENTS AND STORMWATER FACILITIES SHOWN HEREON TO BE OWNED AND MAINTAINED BY THE BELVEDERE HOMEOWNERS ASSOCIATION. 13. THE PARCELS SHOWN HEREON SHALL BE SERVED BY A PUBLIC WATER AND SEWER SYSTEM. 14. WATER AND SEWER EASEMENTS TO BE CENTERED ON AS -BUILT LOCATIONS. 15. PUBLIC DRAINAGE EASEMENTS AND STORM WATER MAINTENANCE EASEMENTS SHOWN HEREIN HEREBY DEDICATED TO PUBLIC USE. 16. THE STREETS IN THIS SUBDIVISION MAY NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 17. ALL PUBLIC RIGHT -OF -WAYS, FARROW DRIVE, COLBERT STREET AND DABNEY GROVE ARE HEREBY DEDICATED TO PUBLIC USE. 18. EACH CARRIAGE HOUSE UNIT MUST BE ON THE SAME PARCEL AS THE PRIMARY DWELLING UNIT TO WHICH IT IS ACCESSORY. APPROVED WITH REZONING PLATTED PROPOSED WITH PHASE IIA -1 COMMENTS DIFFERENCE FROM REZONING Park or Green Space Block Conservation Area Preservation Area Other Green Space 5' DB /PG Conservation Area Preservation Area Other Green Space Conservation Area Preservation Area Other Green Space Conservation Area Preservation Area Other Green Space Location (Acres) (Acres) (Acres) U (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) (Acres) Park'A' 1 2.3 (24wzzQzz Q Not yet platted O U O U Block 1 1 0 0.4 Not yet platted Open Space Block 2 1&2 1.2 5 1 Not yet platted Block 2, Commons and Greenway 2 . 07 Not yet platted Block2Open Space including Belvedere Blvd Block 2 open space remains to be platted. SWM #3 3 4'22 plat DB 3543 PG 225 3.30 Total open space platted thus far is 0.92 ac. below rezoning 0.00 0.00 -0.92 SWM #4 3 048 Belvedere PH 1 144 platting complete. Open space platted plat DB 3545 PG 54 exceeds rezoning by 0.96 ac. 0.00 0.00 0.96 Belvedere Blvd Village Green 4 1.4 plat DB 3543 PG 225 & Belvedere PH 1 1.72 Open space at northern corner pocket parks plat DB 3545 PG 54 remains to be platted. Open space platted exceeds rezoning by 0.32 ac. 0.00 0.00 0.32 Belvedere Blvd Roundabout #2 Corner Pocket plat DB 3543 PG 225 Platted open space includes roundabout Parks 4 1.2 & Belvedere PH 1 0.70 and pocket parks. No open space remains plat DB 3545 PG 54 to be platted. Total open space platted is 0.5 ac. less than rezoning. 0.00 0.00 -0.50 Park'E' 5 0.53 1 0.53 Proposed 0.00 0.00 0.00 LinearPark'F' 6 4.12 Belvedere PH 1 3 04 platting complete. Open space platted is plat DB 3545 PG 54 . 1.08 ac. less than rezoning 0.00 0.00 -1.08 Park'G' 7 0.75 Not yet platted 0.00 0.00 -0.75 Park'H' 8 0.2 Not yet platted Open Space Block 9 9 0.73 1.2 1.76 0.37 0.27 Proposed - note a portion of block 9 remains to be platted -0.73 -0.83 -1.49 Block 9, Preservation Proposed - note a portion of block 9 remains Easement 9 0'09 0.8 0.55 to be platted -0.09 -0.25 0.00 Linear Park 'J' 9&10 5.35 Not yet platted Open Space Block 10 10 3.51 4.59 Not yet platted Linear Park'K" 10 0.8 Not yet platted Park'L' 10 0.5 Not yet platted Park'M" 10 0.2 Not yet platted Rivanna River Bottomland 10 1 41.85 Not yet platted 83.88 Acres Total TOTAL 53.83 Acres 7.79 Acres 22.26 Acres Green 10.20 0.92 0.80 -0.82 -1.08 -3.46 Space or 40% of Site STATEMENT OF CONSENT TO DIVISION THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, KNOWN AS PARCEL 5 ON TAX MAP 62 ACCORDING TO COUNTY OF ALBEMARLE GIS, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. AGENT FOR THE BOARD OF SUPERVISORS KENDRA LEE DUNN _ - Notary Public Commonwealth of Virginia 7592229 Commission Expires Mar 31, 2018 AA� i DATE TABLE 9 FROM CODE OF DEVELOPMENT - NO CHANCES 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 -to from Street 2 8' -16' 8' -16' 8' -16' 8' -16' 16' (same as Primary Structure) Side Setback 3, 4 0' 3' 3' 3' S' (same as Primary Structure) Rear 1 10' 10' 10' 10' 10' 4' Rear 1 4' 1 4' 1 4' 1 4' 1 10' 4' 1. Porches (1 & 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, eaves, and entrance stoops many encroach into the larea between the minimum build -to range and the front R.O.W. line up 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 alleyeasement, within 4'from the easement boundary. 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 4'11" is used, a 6' maintenance easement shall be recorded on all properties adjacent to the side setback of less than 4'11 ". 4. Where an alleyadjoins a side yard, the minimum setback is 3'. 5. Carraige houses must be located to the rear ofthe primary residence. 6. Other accessory structures may not be placed in front ofthe primary structure. Restrictions Governing Structures Extending Beyond the Front Build to Line Covered Porches Townhomes Covered Porches Single Family Homes Open Porches Single Family & Townhome Min Depth 1 Max Depth Min Width 4' 10' 8' 5' 10' 8' 3' 5' 4' 1. The dimensions of porch shall be measured from the edge of the house t0 edge of the floor area and shall not include any steps. �C7wwzzz V) U) U) U) > E­4 (Z) 2 :>:r22 m U U U z (24wzzQzz Q O U O U CL 0 0 61,- 1 w N M it) 0 1 • -w s .. a •• i► • •E - • r r PROJECT N0: 13.0051 SHEET N0: 1 OF 7 : AUGUST 9, 2013 a TABLES I & 2: COMPARISON WITH APPROVED REZONING BELVEDERE MAXIMUM RESIDENTIAL DENSITIES BELVEDERE MINIMUM RESIDENTIAL DENSITIES BELVEDERE ACTUAL TO DATE TOTAL PLATTED/ PROPOSED TABLE 1 BLOCK GROUP TABLE SFD Phase IIA-1 SFD Phase IIA-2 SFA/TH APTS/ MF CARRIAGE HOUSE UNITS Phase IIA-1 CARRIAGE HOUSE UNITS Phase IIA-2 TOTAL MAX DENSITY (DUA) AREA (AC) SFD SFA/TH APTS/ MF MAXIMUM RESIDENTIAL DENSITIES TOTAL MAX DENSITY (DUA) MINIUMUM RESIDENTIAL DENSITIES SFD SFA/TH APTS/ MF CARRIAGE HOUSE UNITS TOTAL Lo E c W 0.00 0 0 0 0 0 0 0 n/a 15.08 BLOCK AREA BLOCK AREA 12 12 AREA APTS/ CARRIAGE DENSITY to GROUP (AC) 19.59 0 APTS/ CARRIAGE 0 0 321 321 GROUP (AC) 0 1 APTS/ CARRIAGE 1 1 3 DB/PG (AC) SFD SFA/TH MF HOUSE UNITS TOTAL (DUA) COMMENTS 25 0 SFD SFA/TH 39 39 3.29 TOTAL DENSITY 0 0 SFD SFA/TH 4 z TOTAL DENSITY 0 W C:) w z 7.56 14 11 0 9 9 34 34 4.50 9.12 MF HOUSE UNITS 0 13 17 31 35 5 1.95 7 MF HOUSE UNITS 4 7 0 0 11 14 7.18 6.76 34 0 0 16 19 50 53 7.84 1 15.08 0 0 12 0 5 12 0.8 1 15.08 M 't LO 0 0 10.24 28 8 0 10 10 46 46 4.49 -0.92 2 1 0 1 1 4 4 7 7 6.68 7 22 4 7 16 22 49 58 8.68 6.68 29 0 0 The Reserve at Belvedere 49 58 8.68 2.04 5 0 0 0 3 5 8 8 0.00 0 0 0 0 1 0 0 0 n/a 7.90 27 16 0 20 26 63 69 9 6.46 construction plans 7 0 1 0 15 2.32 8.01 18 0 0 0 0 3 18 2.25 1.40 7 0 Final Site Plan & 0 0 7 7 10 2 26.83 0 20 302 0 322 12 2 26.83 n/ a 19 218 0 237 8.83 52 62 TOTAL 19.59 22 19 302 321 16.4 approved, but not 5.77 70.71 148 38 302 69 81 542 569 8.05 135.97 ill 18 12 34 65 1751 206 Belvedere Town Center yet platted Final Site Plan Belvedere Ph. 1 plat. D3 platting complete 3 12.48 25 14 39 3.13 3 12.48 25 14 39 3.13 11.87 25 14 39 3.3 354S PG 54 for this block Belvedere Ph. 1 plat DB platting in com plete 4 16.68 32 11 26 69 4.14 4 16.68 28 11 22 61 3.66 3545PG54& Plat showing 7.56 14 11 9 34 4.5 for this block lots A thru X Belvedere Ph. I plat D8 pl atti ng i ncompt ete 5 6.86 34 0 24 58 8.45 5 6.86 29 16 45 6.56 4+81 27 12 39 8.1 3545 PG 54 for this block Belvedere Ph. 1 plat DB platting complete, 6 9.32 30 9 14 53 5.69 6 932: 28 11 39 4.18 3545 PG 54 & plat showing 10.24 28 8 10 46 4.5 but still under subdivision of 6A construction 7 8.72 34 32 66 7.57 7 832 30 20 so 5.73 8 7.9 27 16 26 69 8.73 8 7.9 22 20: 42 532 Belvedere Ph. I plat DB platting incomplete 9 9:41 25 25 2.66 9 9.41 23 23 2.44 1.55 3 3 1�9 3545 PG 54 for this block 10 93.4 52 10 62 0.66 10 93.4 50 so 0:54 TOTAL 206.68 259 56 314 146 775 3.75 TOTAL 206.68 235 30: 218 103 586 2.84 55.62 97 38 45 180 3.2 4 4* BELVEDERE PHASE IIA PROPOSED TOTAL PLATTED/ PROPOSED TOTAL REMAINING BLOCK GROUP AREA (AC) SFD Phase IIA-1 SFD Phase IIA-2 SFA/TH APTS/ MF CARRIAGE HOUSE UNITS Phase IIA-1 CARRIAGE HOUSE UNITS Phase IIA-2 TOTAL MAX DENSITY (DUA) AREA (AC) SFD SFA/TH APTS/ MF CARRIAGE HOUSE UNITS TOTAL MAX DENSITY (DUA) AREA (AC) SFD SFA/TH APTS/ MF CARRIAGE HOUSE UNITS TOTAL Lo E c W 0.00 0 0 0 0 0 0 0 n/a 15.08 0 0 12 0 0 12 12 2 to F- 19.59 0 19 302 0 0 321 321 16.39 7.24 0 1 0 0 0 1 1 3 in 11.87 25 0 0 14 14 39 39 3.29 0.61 0 0 0 0 1 0 0 0 4 z W 0 W C:) w z 7.56 14 11 0 9 9 34 34 4.50 9.12 18 0 0 13 17 31 35 5 1.95 7 0 4 7 0 0 11 14 7.18 6.76 34 0 0 16 19 50 53 7.84 0.10 0 0 0 0 5 0 5 6 N M 't LO 10.24 28 8 0 10 10 46 46 4.49 -0.92 2 1 0 1 1 4 4 7 7 6.68 7 22 4 7 16 22 49 58 8.68 6.68 29 0 0 20 29 49 58 8.68 2.04 5 0 0 0 3 5 8 8 0.00 0 0 0 0 1 0 0 0 n/a 7.90 27 16 0 20 26 63 69 9 6.46 8 7 0 1 0 15 2.32 8.01 18 0 0 0 0 3 18 2.25 1.40 7 0 0 0 0 7 7 10 0.00 0 0 0 0 0 0 0 n/ a 93.40 52 0 0 0 10 52 62 TOTAL 15.09 22 29 8 14 16 22 60 87 5.77 70.71 148 38 302 69 81 542 569 8.05 135.97 ill 18 12 34 65 1751 206 4 4* E M 0) CN, C * O co a- 4 � E C -0 0 0 LCOI 0; co C C Lo E c W 0 C\2 Uj CD 4 4* 10 .,& 1101171 2 OF 7 !DATE-: AUGUST 9, 2013 co M 'qT q1t O co M C; LCOI 0; co Lo C\2 Uj CD to F- MC) 1--� Z W Z W Z Z W Z W > W O E-+ M in U) 04 0 0 00 z W z W 0 W C:) w z Z U) < T Z 0 Z :) W 0 0 a- 00 PROJECT NO: Iii N M 't LO 10 .,& 1101171 2 OF 7 !DATE-: AUGUST 9, 2013 Lo C\2 CD � W 0 W C:) F- i.- 0 W M C/) PROJECT NO: 10 .,& 1101171 2 OF 7 !DATE-: AUGUST 9, 2013 �0 11 i 11 li 11 1i J tso $Z y y 1a� �� e 5� r > r r r Cl) �NN� r , z - 0 .� n' Mm Q' � E 5 V'T .o � Ujo�� r c ■� N R 0 .) O a 0 E c: � W Z W 0 �U- 0 "zz Q Z y y 1a� �� e 5� m O W Y U W Z U r r r r r Cl) N r , m O W Y U W Z U LAW :7 as tii J H F- U w w CL ILIMMIl i~i O • I PROJECT NO: SHEET NO: W J F- H H w CD tii 2,44, 0 1 Im r u 13.0051 V3 3 OF 7 AUGUST 9, 2013 (!) to U) Cl) O W W z z z O H 0 .) O a 0 0 m � W Z �U- zw 0 �U- �U- "zz Q Z Z O U O U X 0 U 0 U LAW :7 as tii J H F- U w w CL ILIMMIl i~i O • I PROJECT NO: SHEET NO: W J F- H H w CD tii 2,44, 0 1 Im r u 13.0051 V3 3 OF 7 AUGUST 9, 2013 S0. /1' SHEET V5 �' �N N O N \ MATCHLINE MATCHLINE _ •c o < co - a LOT 15 LOT 152 I I 0.1 0 AC °' SHEET V4 `� `� E -mm / DABNEY PARK ��� �, 0.103 AC. I L9 .I o `� m © _> o tJa �8 M ti \ 0.525 AC. 6 20' PRIVATE •� i N � IPF 6 vt 20 PUBLIC 'rP DRAINAGE �_ '- �`� �' G �" DRAINAGE C53 r �+ C EASEMENT U EASEMENT = E c cs'`h � c C41 � C40 C3 ,,,_ S36'51'10' W 75. � (,j,� IPF ' o, 5.4'TIE N33 50 53 E 7.1' TIE C1 T77 TIE 20 ACSA SEWER \ , jy 6 IPF 18 OW DRIVE EASEMENT �3, .I� o c FARROW W 59 R PUBLIC / y y i a �\ AREAS HEREBY DEDICATED �� AS PUBLIC RIGHT OF WAY p s .,N 5.2 e co C12 TIE C13 N36', v� IPF C4 z C11 24.11' THH op ' IPF - I r CS - - C9 ,`____ 20 ACSA SEWER o H C6 C8 - - - z EASEMENT KRISTOPHER C. WINTERS > rn C7 _ L4 c� o w No. 2492 I z L3 — _ -- — -- — — — __-- -- � LOT 187 N LOT 188 0 � 0.121 AC. � 0.117 AC. SURD T I `''s LOT 189 LOT 182 Z °° L1 0.170 AC. o M U-) w - 0.149 AC. �- M M mot• d- �-�' LOT 186 0 Ul*) o yr c� a� co N00'1 2'38 "W G o o ° 0.145 AC. �, Z ( Q a, � cs ob & m /41 N ° 5.11' PF � `� � S `'� � IPF 0) LOT 185 �^� 4.35 j W IPF LOT 183 LOT 184 �• v :� 0.162 AC. N 1(0 A 0.154 AC. o ti t w 0.156 AC• �;��- .,.� S49 5 ,,,-� 51,52' s i 6' z Z o0 4g 5720" (T) 61. �6, I O z z z z z > - W 164.44' ,�,.,, O E-+ 2 2 m 0,`1% Planted Stone Found 30' 8.24' O O a O O m 41.52' ��h �4, PRESERVATION I P4 U) U U o >- } us .11 ��' EASEMENT w w z z 22.43' 71.64 ^� Q = � _ Z) Z ° 72.62 , 71.64' ,23,24 „w 113.16 �T� h� S38 57 49” ' S29 r-- �� S4g•5�, o I 0 0 0 W 166.69 (T) 20 yy o U U 152.46) M np .F 14, TMP 62 -6 ss� LOHR, ANDERSON D. DB 2592 PC 197 �s as PRESERVATION AREA WITHIN 30'PRESERVATION EASEMENT 0.551 ACRES LEGEND IPF IRON PIN FOUND IPS IRON PIN SET ,i _ 0owe" a S30'0121� 223.73' / \ . PRESERVATION AREA / \ OUTSIDE OF 30' / \ PRESERVATION EASEMENT / \ 0.371 AC / \ \ LOT 217 \ (III ON'14 ' SPC D N: 3914030.02 E: 11496018.96 1 i 30 61 '/ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SCALE: 1 i LOT 218 LOT 219 I W N co IT LO U 1 w w LOT 216 ( I I � I E-I C\2 O Q0 w W � H Q D UNLORA W I �D (RIVER WALK w � H ►—+ Li,; U cD F- w W I O �W I z I PROJECT NO: 13.0051 Q I SHEET NO: I I I • 4 OF 7 I DATE: AUGUST 9, 2013 9 �4A $O�QI� 4 vas LEGEND IPF IRON PIN FOUND IPS IRON PIN SET 30 0 30 60 90 SPC A SCALE: 1"=30' N: 3914605.70 E:11495506.6� AREAS HEREBY DEDICATED / ZZ AS PUBLIC RIGHT OF WAY G 588'48'46 "W 12.50' IP / N88'48'46 "E p0 12.50' N01'11'14 "W IPF . �'�°c 8'48'46 "W 14.50 p�� 0.54' `s 072 IPF �1 MATCHLINE SHEET V5 SHEET V4 DABNEY PARK 0.525 AC. SANITARY SEWER S�A� _ EASEMENT .RA CA ALL ____ _ - (DB 3545 PG 54) N43•52'53 "E 81-50"-'0' , 20' R /TY N43'5251 "E ' `- ----_ 1.50 _ -- --__ _ 20.00' 0 LOT 146 I 01 0 0.131 AC. So co N43'S2'q g "E v- 108.50' IPF LOT 147 0.103 AC. N43•52'49 "E 112.37' \O � X18 LOT 148 0.139 AC. N36"03'1 8"E 143.30' LOT 149 0.170 AC. $ 00 E 26.531 6 571 N26 2 LOT 150 0.110 AC. N25'1212 E LOT 151 0.098 AC. 512'12' E 9348 N2 ' S54'03'1 3 "E 30.71' 1"Lu or © q c °I U lqd- v M d' cn Lo "t CD o I m 0 U) �oWWZZZ (Q, z I wlo I WI � V) I � n w J w W cI 1 QI ( VI U <c � a o I N 0 U m z I J I I I I ! n to C �I I 1 ►1 N43'52533" E 81.50' N46'07'09 "W x17.78' LOT 159 0.109 AC. S44'2119 W 108-50 N46 "07'09 "W '" 1 9.29' I LOT 158 0.109 AC. S40'36'29 "w 1 g LOT 157 0.111 AC. S35'59'1 3 "W 109.26' LOT 156 0.112 AC. S31'17'36 "W 109.57' LOT 155 0.107 AC. 2$ 30, w 09.81' S LOT 154 0.099 AC. Al 108.28 cr. 6' MATCHLINE LOT 153 LOT 152 1 13 0.110 AC. 0.103 AC. I L9.1 20' PUBLIC rt ---__- i6 �� - 20' PRIVATE DRAINAGE DRAINAGE 053 C EASEMENT EASEMENT C� C41 :20' 40 C3C S36'51'1 0 "W 75.62' N33'50'53 "E 7.1' TIE 5.4 TIE 7.77' TIE ACSA SEWER FARROW DRIVE EASEMENT 59' PUBLIC R/W o N N o w (0 fi - �rn . p O tiD N U w w W w cr J G�� N43-52 51 "E 53.00' E-4 W E~ u w� co O C~ i` N � M 1 rn 0 co Z C ci N i i i i i i i i i i i i i i i i RESIDUE �J I Iv 9.100 AC N OU0 0 W. z� U � I N43'52'51 "E 84.77' S36'51'1 0 "W 17.63' Ln w N N53'08'50 59.00' JQ f j vn v OE 0 0NN� EE o m� M N N � s " U ��LTHH 6 P,% o U KRISTOPHER C. WINTERS >- No. 2492 a; �- s M o o M d' cn Lo "t CD o d. m 0 U) �oWWZZZ w 0 E-{ 2 2 Y m W c o O a 0 U 0 U m z • U 0 M Lo U CA CD cl) U) U) �oWWZZZ 0 E-{ 2 2 m c o O a 0 U 0 U m z • w� �w=zQzz Q o U o� U o U 0 U 0 M Lo U CA i !)"If 5 OF 7 AUGUST 9, 2013 1 • i i !)"If 5 OF 7 AUGUST 9, 2013 A " � N 4 LEGEND IPF IRON PIN FOUND IPS IRON PIN SET Easement Line Table Line r._�.�- 143.031 .-- .-_._-. Direction Iz °o Length L1 S 18 °16'05" W . 0.149 AC. 24.77' L2 S 17 °21'31" E 29 °27'53" 41.97' L3 S 45 °08'27" W 51.85' 170.87' L4 S 28 °02'00" W 37.57' 194.62' L5 S 32 °49'24" W C5 64.71' L6 S 57 °10'36" E S 28 °14'15" W 11.05' L7 S 70 °40'14" W 29.42' 20.29' L8 S 74 °50'44" W 49.47' 21.77' L9 S 42 °13'39" W 40 031'56" 42.70' L10 S 47 °46'21" E 20.00' 19.59' L11 N 57 °1447" W 7.90' 4.97' L12 N 52 °46'50" W C11 273.17' L13 N 54 °10'12" W N 82 °55'55" W 4.81' L14 N 10 °18'35" E 19.31' 56.83' L15 N 09 °36'38" W 123.54' 45.29' L16 N 49 °57'20" E 4'11'12" 100.42' L17 S 35 °57'40" W 18.57' L18 S 37 °38'43" W 44.95' 1 1 11 t FARROW DRIVE 59' PUBLIC R/W C12 - - L5! LOT 188 0.117 AC. 51,52.0 '57,2 , 164 30 N rn 0 ;D -- z 352'51 "E 53.00' ci N I. O N cU N43•52'51 "E i 84.77' LO w w J. =I ~I Q M. I I I I I I I I C13 N36'51'1 0 "E 167.15' (T) yirn 24.11' r._�.�- 143.031 .-- .-_._-. Delta Iz °o Iv C1 64.65 OT 189 I . 0.149 AC. L PO Cj LO z d- Uj C2 78.74' 153.12' 29 °27'53" 61.76' M I S 51 °44'27" W zl 4 51.85' PRESE ATION S49.57,20,, EMEN o 152.46 M Q0 > w w Cn S36'51'1 0 "W 17.63' N ►= •rte � �p °• \ �� Ll I C 2 N51 E 29.94' 34.88' 41'28'21 "E 33.00' 42 - .....__43'S2,5 1 23' ;E N 141.22' Easement Curve Table Curve Length Radius Delta Chord Tangent Chord Bearing C1 64.65 41.52' 89 °13'19" 58.31' 40.96' S 81037'10" W C2 78.74' 153.12' 29 °27'53" 77.88' 40.26' S 51 °44'27" W C3 37.47' 51.85' 41 °24'44" 36.66' 19.60' S 50 °33'43" W C4 37.57' 252.69' 8 °31'08" 37.54' 18.82' S 25 °33'56" W C5 27.12' 101.57' 15 °17'59 27.04' 13.64' S 28 °14'15" W C6 55.89' 72.44' 44 °12'29" 54.51' 29.42' S 04 °57'12" W C7 50.75' 65.07' 44 °40'50" 49.47' 26.74' S 08 °22'50" W C8 30.40' 42.98' 40 031'56" 29.77' 15.87' S 65 026'02" W C9 11.51' 20.00' 32 °57'45" 11.35' 5.92' N 77 049'07" W C10 7.90' 34.14' 13 °15'41" 7.88' 3.97' N 67 °58'05" W C11 9.93' 34.14' 16 °39'59" 9.89' 5.00' N 82 °55'55" W C12 38.02' 87.94' 24 °46'25" 37.73' 19.31' N 78 °52'42" W C13 123.56' 1970.50' 3 °35'34" 123.54' 61.80' S 41 °59'06" W C14 184.83' 2529.46' 4'11'12" 184.79' 92.46' S 41'41'17 )) W N53'08'50 "W 59.00' '53'00 "E 101.61' - S53'46'1 1 "E 33.95' RESIDUE 10' TEMPORARY SWM ACCESS EASEMENT 9.100 AC (TO BE VACATED UPON RECORDING OF PHASE IIA -2) - N37'41'45 "E 226.92' (TIE) --Z� N45'27'55" 33.10' 32'34'15 'E 32.83' S53'46'11 "E 120.91' C14 10' TRAIL AND (� -____ M SWM ACCESS I EASEMENT ( N VARIABLE WIDTH DRAINAGE � w AND STORM WATER MA NAGEMENT EASEMENT r�N : . : � . j 00 I di (� N36'13'49"E d- 27.22 z' ---._ L18 N43 06 4"E_... 87 86' 10' TRAIL AND N53'46'11 "W \ SWM ACCESS 57.20' EASEMENT , ��o �� S31'4624 »W 16 �`''C3- - : - '5-... _- -... __-... 50 5' TRAIL AND ... _ 251. SWM ACCESS EASEMENT -- 1 �I > IPF 0 ' WI F- 261.%"' 344.8, U, V, ON LINE , 549. , LOT 216 ► I 0" I I LOT 215A LOT 295 I e / D UNLORA (RIVER WALK) i I 9 cr SPC B N: 3915295.96 E: 11496016.15 W M 00 00 C�6� LO rn ,rn ,• Uj S co LO o to y h a1% �r 5� e LTH 0 �F,. o U KRISTOPHER C. WINTERS a No. 2492 , St W v E d' r _ e T - N O V �t1CM CM too � M w CL E C Q � 0 a0 ; '- �- CO -t m r rr�r r r� O L C\1 t0 E c 0W w y h a1% �r 5� e LTH 0 �F,. o U KRISTOPHER C. WINTERS a No. 2492 , St '��00000� S31'49'16 "W 387.44 54.0' TIE / IPF -STONE LOT 214 F ..... � D UNLORA (RIVER WALK) ACSA SANITARY ' 20' SANITARY OPEN SPACE EASEMENT ' - �_ DB 1539 PG 549 " EASEMENT / a DB 4428 PG 677 / / LOT 213 W M t- M c- d' r _ e T - d. r, U _O � M w M Y Q r L0 a0 0 m 1 a w Y w U i o� U) U) O W W z z z 0E+ • g 2 m CO1oo �• >- >- -joom U U W W z z W H ~ Q � :) -r Z) aoo ooa- 0 M '��00000� S31'49'16 "W 387.44 54.0' TIE / IPF -STONE LOT 214 F ..... � D UNLORA (RIVER WALK) ACSA SANITARY ' 20' SANITARY OPEN SPACE EASEMENT ' - �_ DB 1539 PG 549 " EASEMENT / a DB 4428 PG 677 / / LOT 213 • PROJECT NO: 13.0051 SHEET N0: V6 • 1 AUGUST 9, 2013 1 i • �• i • PROJECT NO: 13.0051 SHEET N0: V6 • 1 AUGUST 9, 2013 E NNEc\1 c < > c 4A t Z Q) 0 M U) cf) cf) c c E c 0 es r H op o Curve Table Curve Table Curve Length Radius Delta Chord Tangent Chord Bearing Curve Length Radius Delta Chord Tangent Chord Bearing U KRISTOPHER C. WINTERS No. 2492 C1 24.98' 191.50' 7*28'27" 24.96' 12.51' N 03*56'54" W C38 13.92' 8.50' 93048'09" 12.41' 9.08' S 10*02'54" E SEP 0 a 2014 C2 64.31' 191.50' 19*14'27" 64.01' 32.46' N 17*18'21 " W C39 11.00' 929.50' 0*40'42" 11.00' 5.50' S 36'30'49" W SLJW* C3 6.32' 191,50' 1 *53'27" 6.32' 3.16' S 27*52'18" E C40 41.63' 929.50' 2*33'57" 41.62' 20.82' S 34*5329" W C4 25.69' 477.59' 3*04'57" 25.69' 12.85' N 54*34'45" E C41 67.64' 929.50' 4 °10'10" 67.62' 33.83' S 31 *31'26" W M cf) It V* d- v 6 4 A 6 c; C5 56.02' 479.50' 6*41'38" 55.99' 28.04' N 52*29'30" E C42 11.47' 8.50' 77*20'36" 10.62' 6.80' S 68*06'39" W LO ob 01) C6 60.04' 479.50' 7ol 0'27" 60.00' 30.06' N 45o33'28" E C43 42.75' 570.50' 4*17'38" 42.74' 21.39' N 75*21'53" W U.J C7 60.04' 479.50' 7*10 271$ 60.00' 30.06' N 38*23'01 " E C44 44.52' 570.50' 4*28'15" 44.51' 22.27' N 79o4449" W 3: 0 co co cn C8 60.04$ 479.50' 7*10'27" 60.00' 30.06' N 31 *12'34" E C45 45.33' 570.50' 4*33'10" 45.32' 22.68' N 84015'32" W (D (D z z z z z i-� LU w w C9 31.68' 479.50' 3*47'09" 31.68' 15.85' N 25*43'46" E C46 46.32' 570.50' 4'39'08" 46.31' 23.17' N 88o5l'40" W CD E-1 2 2 m 0 0 0 () 0 0 C10 27.67' 870.50' 1 *49'17" 27.67' 13.84' S 24044'49" W C47 40.96' 656.50' 3o3429" 40.95' 20.49' s 47*54'23" E 0 0 z w C11 74.20' 870.50' 4'53'01 $' 74.17' 37.12' S 28*05'58" W C48 40.04' 656.50' 3*29'39" 40.03' 20.02' S 51 *26'27" E 04wzznnzz� :5 :) < D :) 0 0 m 0 0 C12 60.00' 870.50' Y56'57" 59.99' 30.01' S 32*30'57" W C49 40.20' 656.50' Y30,31" 40.19' 20.11' S 54*56'32" E 0 0- cf) C13 35.89' 870.50' 2*21'45" 35.89$ 17.95' S 35o40'1 7" W C50 40.19' 656.50' 3*30'28" 40.19' 20.10' S 58*27'01 " E C14 10. 71' 93.50' 6*33'44" 10. 70' 5.36' N 04o28'06" W C51 43.06' 656.50' 3*45'28'$ 43.05' 21.54' S 62*04'59" E 6i -j C15 21.34' 93.50$ 13*04'28" 21.29' 10.71' N 14*17'12" W C52 15.86' 656.50' 1 *23'04" 15.86' 7.93' S 64o39'1 5" E C) N CO "t Lo 6 z cn C16 18.19' 422.45' 2*28'01 18.19' 9.10' S 54*16'31 " W C53 11.84' 24.50' 27'41'30" 11.73' 6.04' S 40*12'28" E C17 214.94' 420.50' 2917'14" 212.61' 109.87' N 38*28'48" E C54 3.16' 24.50' 7*23'45" 3.16' 1.58' N 80ol 8'15" W C18 11.46' 929.50' 0*4222" 11.46' 5.73$ S 24*11'22" W C55 31.81' 636.50' 2o5l'48'$ 31.81' 15.91$ S 63*50'06" E C19 21.78' 12.50' 99*50'17" 19.13' 14.85' S 25*22'36" E C56 45.33' 636.50' 4*04'49" 45.32' 22.67' S 60o2l'47" E C20 142.4v 513.50' 15053'19" 141.94' 71.66' S 83*14'24" E C57 48.96' 636.50' 4024'26" 48.95$ 24.49' N 56*07;10" W �D C21 13.38' 146.50' 5*13'58" 13.38' 6.69; N 03*48'11 " W C58 48.79' 636.50' 4*23'32 48.78' 24.41' N 51 °43'11" W I LO w � C22 8.62' 146.50' 3022'23" 8.62' 4.31' N 08oO6'21 " W C59 37.82' 636.50' 3o24'1 7" 37.82' 18.92' N 47*49'17" W 1-4 C23 65.30' 146.50' 25o32'25" 64.76' 33.20' N 22*33'45" W C60 36.21' 50. 00' 41 *29'17" 35.42' 18.94' N 23*08'13" E p C24 9.49' 146.50' 3'4235" 9.48' 4.74' N 37011'15" W C61 31.87' 22.50' 81 o08'47$' 29.27' 19.27' N 08*00'08" W C25 18.09' 146.50' 7oO4'36" 18.08' 9.06' N 42*34'51 " W C62 32.60' 24.50; 76*13'48'$ 30.24' 19.22' S 86o4l'37" E C26 42.41' 27.00' 89*59'42" 38.18' 27.00' N 88o5244" E C63 34.83' 24.50' 81 *27'25" 31.97' 21.09' N 08*09'27" W �:D C27 42.41$ 27. 00' 89059'46" 38.18' 27.00' N 01 *07'02" W C64 25.93' 24.50' 60*37'44" 24.73' 14.32' S 79029'53$' E 6i E--- C28 159.76' 487.50' l8o46'36" 159.05' 80.60' N 55o3O'30$' W C65 199.52' 471.50' 24ol 4'41 198.03' 101.27' S 63*54'05" E C29 73.91; 526.50$ 8'02'37" 73.85' 37.02' N 60o52'29" W C66 144.40' 378.50$ 21 *51'31'; 143.53' 73.09' S 65*05'40" E w C30 18.83' 12.50' 86*1739" 17.10' 11.72' S 80*00'00" W C67 13.06' 8.50' 88*03'38" 11.82' 8.22' N 81 *48'17" E "7 w 0 UJ w M C31 37.96' 540.50' 4oOl'27" 37.95' 18.99' S 48*07'55" E C68 4.11' 2470.50' 0*0543" 4.11' 2.05' N 37*43'36" E (L cn C32 40. 00' 540.50' 4*14'24" 39.99' 20.01' S 52*15'51$' E C69 34.81' 2529.46$ 0*47'18" 34.81' 17.40' S 38*02'43" W PROJECT NO: 13.0051 C33 39.99' 540.50' 4*14'23" 39.99' 20.01' S 56*30'14" E C70 7.22' 5. 00' 82*4554" 6.61' 4.41' S l4o27'22" W SHEET NO: C34 40. 00' 540.55' 4*14'23" 39.99' 20.01' S 60044'37" E C71 25.29' 12.50' 115*54'25" 21.19' 19.97' S 68038'24" E C35 19.18' 540.55$ 2*01'58" 19.18' 9.59' S 63*52'48 )) E C72 19.61' 12.50' 89*52'48" 17.66' 12.47' S 43*45'12" W I V7 C36 20.82' 473.50' 2*31'12" 20.82' 10. 41' S 63*38$13" E C73 18.40' 12.50' 84'20'26" 16.78' 11.32' S 48*35 '23" E C37 44.85' 473.50' 5*25'37'1 44.83 22.44' S 59 39'47" E 7 OF 7 Iloily DATE: AUGUST 9, 2013