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HomeMy WebLinkAboutSUB202300077 Plat Final Plat 2024-03-18OWNERS APPROVAL SITE DATA OWNER: NORTH POINTE CHARLOTTESVILLE, LLC THE SUBDIVISION OF THE LAND DESCRIBED HEREIN KNOW AS NORTH POINTE DA VID M/ TCHELL, E.I. T. SECTION 2B IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE 2619 HYDRAULIC ROAD DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES. ALL CHARLOTTESVILLE VA. 22901 STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND CORRECT TO THE BEST PHONE. (434) 296-4109 OF MY KNOWLEDGE. FAX. • (434) 963-2670 E-MAIL: DAVID©SOUTHERN-CLASSIC.COM SOURCE OF TITLE: REMAINING NORTH POINTE CHARLOTTESVILLE LLC ACRES NORTH POINTS CHARLOTTF`VILLE, �iLC BY- GREAT EASTERN MANAGEMENT COMPANY IMP 32-23R4 (PART OF) D.B. 5432, PG. 396 4.57 DA VID MI TCHELL INST#202200010324 CONSTRUCTION MANAGER IMP 32-23AO (PART OF) INST# 202000017060 4.49 IMP 32-23BO (PART OF) INST# 202000017060 4.48 IMP 32-23CO (PART OF) INSTW 202000017060 448 STATE OF VIRGINIA or TMP 32-23DO (PART OF) INST# 202000017060 4.68 CI T /COUNTY OF _ �l2 emclj)�=__---M TO WIT. ieLALL2 '=, A NOTARY PUBLIC IN AND FOR THE MAGISTERIAL DISTRICT- RIVANNA COMMONWEALTH A. T, LARGE, 5 TA TE OF VIRGINIA, DO HEREBY CER77FY THAT, DRAINAGE DISTRICT- NORTH FORK RIVANNA, JACOBS RUN I !a + �_lm-_, WHOSE NAME IS SIGNED TO THE FOREGOING ZONING DISTRICT- PD-MC SUBDIVISION CERTIFICATE HAS ACKNOWLEDGED 7HE SAME BEFORE ME IN MY STATE (PLANNED DEVELOPMENT MIXED COMMERCIAL) GI ON SNDER A-K HAND THIS j_DA Y OFI �_CCh _, 20-W DENOTES 5/8" IRON RODS TO BE SET WITHIN ONE (1) YEAR OF RECORDA 770N. MY COMMISSION EXPIRES -� 1 _20D'�G NOTARY PUBLO CHRISTINASCHLOTTENMEIER EASEMENT NOTES NOTARY PUBLIC 1. COMMON AREAS/OPEN SPACES AND ROW'S ARE RESERVED REG. M7039993 COMMONWEALTH OF VIRGINIA W/ TH PRIORI TY FOR WA TER, SANI TAR Y AND STORM SEWER MY COMMISSION EXPIRES MARCH31,2020 WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER SURVEYOR'S CER TO CA TE USES, AS PERMITTED BY SECTION 4.7 OF CHAPTER 18 OF THE ALBEMARLE COUNTY CODE. TO THE BEST OF MY KNOWLEDGE AND BELIEF ALL OF THE REQUIREMENTS 2. THE DEVELOPER RESERVES A 10' DRAINAGE ANDIOR UTILITY AS SET FORTH IN THE ORDINANCE FOR APPROVING SUBDIVISION PLATS EASEMENT ALONG ALL PROPERTY LINES. FOR RECORDATION /N ALBEMARLE COUNTY HAVE BEEN COMPLIED WITH. J. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ALL MONUMENTS WILL BE SET WITHIN ONE (1) YEAR OF RECORDATION. ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES TYPICAL EASEMENT UNLESS OTHERWISE INDICATED FOR U77LITIES ON OR WITHIN 10' M RD J. TINSMAN Ill 20, OF PRIVATE LOTS N fih P' t Ph 2 S t' B '308 ! ^ oin o ase ec ion Affordable Units "For Sale" Tracking Table North Pointe j Single Family Multi Family j Other AH Total For I Unit Type AHFor Sale AHFor Sale 1 For Sale sale 401_. Re wired 16 12 q 12 Phase lA-1EAHPreviOUSI/Pronded 16 0 Oi __- 16 _..._.__ .. j -- _ Phase 2BAH Provided 0 °' Or _. 0. - i For SaleUnits o a es m Phase %ofAH Proposed Phase 2B 000%,' 0.00Yo - 0.00% 000% -- Previous Provided AH For Sale �_ -- -- 0 - - -i 0, 0 0 16 { Total Provided To Date 16 0 0 _.__. Total% Provided To Date! 100.00%1 0.0ON 0.00% 40.00% Note: "Prevlously Provided" may Include units not previously proposed but qualified under the North Polnte Charlottesville, LLC ZMA-2000-009, SP-2002-72 and ZMA 2013-00007 North Point Proffer Amendment Section 8.2 BOARD OF SUPERVISORS G A' rE AGENT DATE DRA WN B Y.• SDF TYPE OF RESIDENCES 57RUC77JRE FIRE L CENTER OF PIPE OR CENTER HYDRANT BLOW -OFF OF DRAINAGE SWALE ASSEMBLY OR WATER CHANNEL. METER ASSEMBL Y. ZONING NO TES 1. THIS PROPERTY CONTAINS THE FOLLOWING OVERLAYS, AIRPORT IMPACT AREA, ENTRANCE CORRIDOR, FLOOD HAZARD OVERLAY (100 YEAR FLOODPLAIN), STEEP SLOPES (MANAGED AND PRESERVED), AND WATER PROTECTION ORDINANCE (WPO) BUFFERS 2. THIS PROPERTY IS SUBJECT TO ZMA2013-14, ZMA2013-7, ZMA2000-9, SP2015-03, AND SP2002-72. J. LOTS WITH "CH" ARE ALLOWED A CARRIAGE HOUSE STRUCTURE WITH A SECOND DWELLING UNIT. SINGLE-FAMILY DETACHED SINGLE-FAMILY DETACHED "ZERO-LOT-LI N E" SINGLE-FAMILY DETACHED "COTTAGE" SINGLE-FAMILY ATTACHED "DUPLEXES & QUADPLEXES" SINGLE-FAMILY ATTACHED "TOWNHOUSES" MULTI -FAMILY NO TES 1. THE DEVELOPER RESERVES ALL THOSE DRAINAGE EASEMENTS AS WILL BE NECESSARY TO PROPERLY MAINTAIN ALL ROADS. TWENTY FOOT EASEMENTS WILL BE CENTERED ON ALL DRAINAGE CULVERTS AND ALL DRAINAGE DITCHES WHICH LEA VE THE ROADWA Y. SUCH EASEMENTS SHALL TERM/NA TE A T NA TURAL WA TER L COURSES y'�S t 2. ALL DRAINAGE EASEMENTS ARE TO BE DEDICATED TO PUBLIC USE. J. COMMON AREAS/OPEN SPACES ARE RESERVED WITH PRIORITY FOR WATER SANITARY AND STORM SEWER WHERE APPLICABLE. BUT NOT TO THE EXCLUSION OF OTHER USES, AS PERMITTED BY SECTION 4.7 OF CHAPTER 18 OF THE ALBERMARLE COUNTY CODE. 4. SUBJECT PROPERTIES APPEAR TO LIE IN FLOOD INSURANCE RATE MAP ZONE X & AE (AREAS OF MINIMAL FLOODING) AS SHOWN ON COMMUNITY PANEL NUMBER 51003CO145D, EFFECTIVE 0210412005 5. ALL ROADS (1.30 ACRES) ARE TO BE DEDICATED TO THE COUNTY FOR PUBLIC NO USE. 6. ALL LOTS SHALL BE SERVED BY PUBLIC WATER, SEWER, AND ELECTRICITY. 7. ONL Y ONE DWELLING UNI T PER LOT 8. THE DEVELOPER RESERVES ALL THOSE WATER AND SEWER EASEMENTS THAT � WILL BE REQUIRED BY A.C.S.A. IN ORDER TO ASSUME THE MAINTENANCE RESPONSIBILITY FOR THESE UTILITIES. THESE EASEMENTS WILL BE CENTERED ON Q THE FACILITIES WHEN CONSTRUCTED. APPROXIMATE SANITARY SEWER EASEMENT ry LOCATIONS ARE SHOWN HEREON ROF 0 9. COMMON AREAS/OPEN SPACE (9.14 ACRES) SHALL BE OWNED AND MAINTAINED BY THE NORTH POINTE HOMEOWNERS ASSOCIATION. D a 10. THESE PARCELS ARE WITHIN THE NORTH FORK RIVANNA RESERVOIR WATERSHED. 11. THIS IS NOT WITHN AN AGR VICINITY MAP SCALE:1 "=21000' 12. DOT WILLEONLY MAINTAIN/ WITHIN DRIAIN GE EASEMENTS-FORESTAL TOISTRICT THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 13. APPROVED LANDSCAPE PLAN IS REQUIRED PRIOR TO THE ISSUANCE OF THE 1ST LOT TABLE LOT TABLE LOT TABLE LOT TABLE CO FOR ANY OF THE DWELLING UNITS ON ANY OF THE LOTS ABUT77NG PRITCHETT LANE. LOT SQ FT ACRE LOT SQ FT ACRE LOT I SQ FT ACRE LOT SQ FT ACRE 14. AN OVERLOT GRADING PLAN MUST BE APPROVED BY THE COUNTY ENGINEER PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR A NEW RESIDENCE ON 120 7,360 0.17 127 11,400 0.26 134 9,474 0.22 141 7,524 0.17 ANY SUBDIVISIONS LOT LESS THAN 15,000 SQ. FT. IN SIZE. 121 7, 614 0.17 128 6, 740 0.15 135 13,464 0.31 142 7,524 0.17 15. CARRIAGE UNITS SHALL MEET THE REQUIREMENTS FOR A SINGLE-FAMILY DWELLING AS DEFINED IN THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 122 8,096 0.19 129 8,101 0.19 136 20,410 0.47 14J 7,524 0.17 AND SHALL BE ON THE SAME PARCEL AS THE PRIMARY DWELLING UNIT TO WHICH IT IS ACCESSORY, AND SHALL NOT BE SUBDIVIDED FROM THE PRIMARY 123 7,551 0.17 130 6,868 0.16 137 19,667 0.45 144 7,524 0.17 RESIDENCE. THESE RESTRICTIONS MUST BE INCORPORATED INTO EACH DEED CONVEYING TI7LE OF SUCH PARCELS. 124 15,003 0.34 131 6,871 0.16 138 9,J50 0.21 145 7,524 0.17 16. OPEN SPACE A (9.14 ACRES) HEREBY DEDICATED TO THE HOA FOR RECREA 77ON AMENI RES. 125 15,361 O. 35 132 6,541 0.15 139 7,524 0.17 146 7,524 0.17 1Z ALL RESIDENTIAL USES SHALL BE SERVED BY GRAVITY SANITARY SEWERS; HOWEVER BASEMENTS MAY BE SERVED BY GRINDER PUMPS 126 8,700 0.20 133 11,115 0.26 140 7,524 0.17 18. PARCELS 120-146 AND THE RESIDUE OF TAX MAP/PARCEL 32-2304 AND 32-23DO, EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SEC77ON 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 19. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED /N ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. 20. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURES LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 21. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW 7HE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PR07ECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE HE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 22. ACSA WATER AND SEWER EASEMENTS TO BE CENTERED ON AS -BUILT LOCA TIONS 23. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPANE TANKS MAY BE PROHIBITED, PLAN ACCORDINGLY. LAST REVISIONS 7/1812023 12/18/2023 9/8/2023 113112024 120 10/24/2023 2/14/2024 INTERIOR PARCELS LINES BEING VACATED WITH THIS SECTION 1211112023 SCALE 1 "-250' RESIDENTIAL SETBACK REQUIREMENTS 124 123 TOTAL PARCEL AREA SUMMARY.• TOTAL ACRES USED IN SECTION 2B. FRONT YARD SIDE YARD REAR YARD 121 125 :.:146.... 122 145.'.'.'. 32-23R4 18.54 32-23R4 13.97 32-23AO 5.63 32-23AO 1.14 32-23BO 5.26 32-23BO 0.78 GARAGE MINIMUM DOORWAY MAXIMUM MINIMUM MAXIMUM MINIMUM MAXIMUM 126 144 ' 32-23CO 4.91 32-23CO 0.43 32-2JDO 4.77 SECTION 28 SUMMARY.' 32-23D0 0. 09 10' 18' S0' 6' NONE 20, * NONE 10' 18' 30' 0' * NONE 10' NONE 14..... •. 127 12 RESIDENTIAL LOTS 120-146: 5.97 ACRES 8 1��69 LOT 115 PUBLIC VARIABLE NOR RI VATE 20' LOT 118 / LOT 149 CURVE TABLE WIDTH DRAINAGE ESMT SECTIONT 2AE DRAINAGE l l r,, LEGEND v 90. 2A NEW ACSA SANITARY "5� VS3-VS0 CURVE RADIUS LENGTH DELTA CHORD BEARING CHORD �1p �'- DEDICATED TO PUBLIC USE INST ESMT q =STEEP SLOPES- /NST 202400000730 # INST / SEWER ESMT-13' O [ ] PRESERVED OVERLAY DISTRICT Cl 230.50' 3.76' 0'56'05" N65 25'09'E 3.76' [13. 84 J r # 2024000007JO # INST J �v ^� CSA -.CSA v' (22.39 - LOT 116 202400000730 # ® C2 35.00' 13.96' 2251'31" N533121'E 13.87' U (15.06 L16 (15Zp¢;)�`N2,5431 202400000730 G �� O / LOT 148 ) 47"�y LOT 117 LOT 119 �O QJ OO 170 C3 60.50' 260. 98' 266'05 53" N04 51 28"W 88. 42' 013126. mod` Q 'y Ogry5 of ;� r N 1617 O p'(�9 gs N o c� 9`3 �Q ,�� y� ry0 C4 35.00' 38.63' 63'14 22" N83 2542"W 36.70' \ N. O /h TA ® i VARIABLE WIDT N ti oo �� c�O h o Ci V[y� �v�� LINE OF SIGHT ESMT o rn C5 25.00' 39.28' 90 00'S3" S19 56'40"W 35.36' 0 o p %,h 10' �, LOT PRIVATE 20" h` LOT v "Y �e DEDICATED TO PUBLIC USE of Q o ^ ACCESS \� 124^ai DRAINAGE I 1,20 �Q INST #202400000730 w o C6 35.00' 28.53' 46'41 '47" S48 24 40'E 27.74' v oo ¢ �� ESMT v, \ ESMT = I 61 NORTHPOINTE g a C7 60.50' 288.68' 27323'34" S64 56'13"W 82.99' DEDICATED NN\\ ^ (113.g4) 00' LOT 147 SECTION 2A cn o TO PUBLIC o� \ 00 / N N 6735888.42 /NST# 202400000730 j o ,on z m cI USE �Q \ \ 5' 00 N S2S43 S3H I , ,y25; n z o CS 35.00' 28.53' 46 41'47" NO'1'42'S3"W 27.74' 0 o d o �� 5 h ^ o / L OT £ 126, 9 E 11506073. 04 >2r.22) O<' Sj yY OPEN n � LOT 10^ LOT �I O 121 1 M O/ 1`3200' 35y24, 8.03' SPACE B ooCd C9 25.00' 39.26' 8959'07" N70'0320"W 35.35' z v Iv 0 '•'� 1'23 cb <o NEW ACSA SANITARY SEWER O [ o o h 125 10• / ,h ^ Z C10 60.50' 43.47 41 09'S9" S62 40 35"W 42.54' o u co co/ ESMT- l3' CENTERED ON ^ h ,� LOT N 6736206.63 0 �, ut o �,o V. AS -BUILT LOCATION -HEREBY Ry> /v 146 11 s62> J 1 E 11505924.33 = CL C1l 60.50' 40. 92' 38 45 27" 57721 '42'E 40.15' PUBLIC 20' S380520 E N of DRAINAGE ESMT X ro co/ DEDICATED TO THE ACSA ^ O 58.24, c� O DEDICATED TO \\ \ -' / p ^ c� W C12 60.50' 37.75' 354454" 540 06'3l "E 37.14' 13.50' • o N o. O S i113 g ^ N2S' Z 'PROPERTY cp PUBLIC USE r, \ 0 25 p3,4 �) o ;�� 0253 y h a. LINE VACATED a� rn \ l /� £ > cad 132 O / [12:15'] Cl3 60.50' 39.63' 3732'08" S03 28'00'E 38.93' U N\ 22 LT cb co ^ LOT Z6g2, / VARIABLE WIDTH (125. 0' / l 3 3 2 c�� a 122 p A f�6--LINE O FSIGHT �3) / C14 60.50' 35.51' 3337 37' S32 0652"W 35.00' 2 3 4) z I M / � LOB. , S C 15 60.50' 60. 20' 57'00 35' 577 25'58 W 5 Z 75' 0 �• CI3 ^�1 p DEDICATED TO n Q " ca / �N 0 l�� N\�� PUBLIC ^ PUBLIC USE G� ¢ S24y5, a (� p tij T U, VARIABLE WIDTH �• / , ��� C16 60.50 23.50' 22'15'14" N6256'08"W 23.35' �Q N) -. �08 E h' N 6735848.40 �: DRAINAGE ESMT / N2S' �'' �j,? 12396, �ji�0 E 11506259.89 �' m O 0216 b ,�, C17 60.50' 15.13' 14'19'28" S6435'50'E 15.09' N v N N2503,g2) (6p 07' �0 ^ �13024, .00• / % � �°���� I h �4� w 6 i Q h i a / ��g C18 60.50' 59.48' 56'1936" S29'16'18'E 57.11' NEW ACSA SANITARY �'AD ¢90' C9 ®�v ��, OPEN ,, ry LOT v SEWER ESMT--13' L� /y� 1u O o �,OT �• C19 60.50' 34.22' 322428" S150544"W 33.77' ,, co W 126 !/'lly/,4 ND ^Y V j O /. SPACE A / LQ ` AS-BUILE�LOCATION 'c'�£A'EBy '�UTN CUR O`V b 144 p c� ACRES: 9.14 / *�� C20 60.50' 36.37' 342654" S483125"W 35.83' cif co o ,S- HTOETHE ABY �SA DEDICATED TO F'UgD��USTE`p N25 p „ a 1.14 ACRESSO T DERIVED FROM v l C21 60.50' 35.51 ' 33 37 37" S8233'41 "W 35.00' o C'QQ G 6 S £ m W Q :W ?��Y 1,3 TMP 32-23A, 0.78 ACRES / ~o a a v o+ S` A�' 06 E \ 2503 47 E 6 Q W 0 O o 2 0p ` / DERIVED FROM TMP 32-23B, Q C22 60.50' 33.42' 31'39'12" N6447 55"W 33.00' -� o o \N s5 4.88. ,Q O 0.43 ACRES DERIVED FROM o N �' G1 -� h o�, l;, C23 60.50' 59.53' 56 22 39" N20 47'00"W 57.16' Q I F- I a IMP 32-23C, 0.09 ACRES ^ Z o N LOT C18 �_ O b LOT D DERIVED FROM IMP 32-23D ^''� U o Q 127 \ cU 2 143 cb/n^� C24 60.50' 15.02' 14'13'41 " N1431'10'E 14.99' N \ . cs 6.70 ACRES DERIVED FROM N �`os a�i LOT p' IMP 32-2.3R4 ^O 25 MAESMTINTENANCE ^ `a C 1 NEXT GENERATION L L C GRAPHIC SCALE Z v \z �, DEDICATED TO �W s .,,� O `3?00' " l PCL ID: 03300-00-00-01500 PUBLIC USE LOT 250435E 1 / o ItI D.B. 1534, PG. 611 128 N, , 2 .99, ^ l 50 0 25 50 100 LOT ^ h LOT N o �20 jy,� _ 130 NEW ACSA WATER O 142 O ^� [1.11 9 8p O ESMT 20' CENTERED ON N O n L' T ' OF DAM W W 1 INUNDATION ( IN FEET ) po \ o AS -BUILT LOCATION - / O N25p „ h ^ . ZONE 1 inch = 50 ft. Ey HEREBY DEDICA TED TO d 53 �, O •\w `� S21 29 THE ACSA b 1,32 ^ w • bS.7 ��O `)n 1 ,6j \ S25p4�SN£ 1 / ^Oq 0pv�• � • �0 26,36' •07^O (1.57) 27• � ^' �° :� o OPEN. .p0 `� bS� ' LOT m SPACE A eh "i� 44: 04' ACRES: 9.14 LOT 538 05 20"E SO FT. • PROPERTY • z . 1.14 ACRES DERIVED FROM v 3 O 1310p, Ica LINE VACATED. m IMP 32-23A, 0.78 ACRES 5 J W \p. DERIVED FROM TMP 32-23B, M N 250='35H ) h ^ I WATER v�i� Ica � ? 0.43 ACRES DERIVED FROM /'i j p / 1,0T £ 127, h LOT n . PROTECTION J iv m ' TMP 32-23C, 0.09 ACRES Gc,Q `i 132 00' d 140 a� I ORDINANCE' i o \o DERIVED FROM TMP 32-23D tc 25' MAINTENANCE ESMT BOO BUFFER % I W 6.70 ACRES DERIVED FROM GSp, L12 8 TMP 85 DEDICATED TO 32-23RS4 i 00, (SO 1 PUBLIC USE � �5. 22i S 1 Q of N N 673605Z27 O U o Q0i2 E 11506479.78 h LOT o LOT / 1 39 chi 4t o .. o I 1 33 C'LIFF,STONE N o °�N _ B O ULHVAR.D v 0.90 N25 p2 3"�Y �• VII.r' I V VARIABLE WDTH PUBLIC R/W N Q_ ,� _ HEREBY DEDICATED TO N 6736145.37 Z 00' 541 '04'20"E 136.55 PUBLIC USE O E 11506472.29 _ _ NEW ACSA SANITARY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MA TCH 2 OF 3 Irm/ tiIATCH 2_OF 3 __ __ _ __ __ __ _ _ MA TCH 3 OF 3 y 1 SEWER ESM T=13 CENTERED -� -- MA TCH 3 OF 3 0 ON AS -BUILT LOCATION - 1 LOT l.T H OF L< �c Chi v MA YN9RD J INSM III LIC �O, 2860 <qNp SURV���� o� w \41 HEREBY DEDICATED TO 6 1138 \ LOT THE ACSA L��O �� l u ' PROPERTY LINE SECTION 2B rn d �� 134 �+ � ��� =2770) l �5h N�og D MEANDERS f1008 RIVANNA DISTRICT LIMIT . �� �`, 2�1 <� (L-32.73) ���oA, cb l J ; ALONG THE � OF ALBEMARLE COUNTY, VIRGINIA 3 . OF DAM ' �� C12 ' NORTH FORK j INUNDATION ` �� ���) , / v RIVANNA RIVER SCALE. 1 "=50' MAY 10, 2023 ZONE i 4^ ..; 1 . �� v 5��/ �\ \ � , • , Townes LOT LOT N\\ \\o I Q 1 PARK WEST CIRCLE, SUITE 108 PROPERTY LINE VACATE \ 1 35 1 3S o 1 OT Vy MIDLOTHIAN, VIRGINIA 23114 PHONE. (804) 748-9011 FAX. (804) 748-2590 O� DRA WN B Y.• SDF CHECKED BY ENGINEER: CHECKED BY SURVEYOR: -1-14TY SHEET 2 OF 3 0 co 0 U) {� Z rdi 0 - CAIam 0 �olccUJ 1-0 U cW Mw Z b •'� c a ,ti o Z W a' .0 0 a W Cco 0 Q Y (p d a� \ O a V tO C'Y W W W W N REVISIONS PER COMMENTS 04-27-2016 SCALE 1 " = 150, PROJECT WAGS? BRIAN C. NYTCHBLL DESIGNED BY BCM / JLS 4 .s C G I