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ZMA202200010 Ownership Documents 2022-10-26NOTES: 1. THE EXTERIOR BOUNDARY DATA SHOWN HEREON IS BASED ON A FIELD SURVEY BY THIS FIRM IN OCTOBER, 2012. IRON PINS TO BE SET AT ALL NEW LOT CORNERS. ALL IRONS TO BE SET BY JANUARY 1, 2016. 2. OWNER: RIVERSIDE VILLAGE PROPERTIES, INC. 200 GARRETT STREET, SUITE 0 CHARLOTTESVILLE. VIRGINIA 22902 3. LEGAL REFERENCES FOR TAX MAP 78 PARCEL 58: D.B. 43B7-302, 316 PLAT, D.B. 4475-705, O.B. 582-427 PLAT, D.B. 412-345 PLAT AND UNRECORDED PLAT BY ROGER W. RAY & ASSOC., INC. DATED OCTOBER 15, 2012. 4. ACCORDING, TO THE FEMA FLOOD INSURANCE RATE MAPS, EFFECTIVE DATE FEBRUARY 4, 2005 (COMMUNITY PANEL 510006 0287 D) PORTIONS OF THIS PROPERTY ARE LOCATED IN THE FOLLOWING ZONE AE, ZONE AE WITH FLOODWAY AND SHADED ZONE X. HOWEVER THE LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) DATED MAY 19, 2015, CASE NO. : 15-03-1871A REMOVES SHADED X FLOOD ZONE AND REVISES THE 100 YEAR FLOOD PLAIN LIMITS. FEMA FLOOD INSURANCE RATE INFORMATION DEFINITIONS: ZONE AE- AREA LOCATED IN ZONE A (100 YEAR FLOOD PLAIN) BASE FLOOD ELEVATION DETERMINED. ZONE AE WITH FLOODWAY- AREA LOCATED IN ZONE A (100 YEAR FLOOD PLAIN) BASE FLOOD ELEVATION DETERMINED AND HAS FLOODWAY (CHANNEL OF A STREAM PLUS ANY ADJACENT FLOODPLAIN AREAS THAT MUST BE KEPT FREE OF ENCROACHMENT SO THAT THE 1% ANNUAL CHANCE FLOOD CAN BE CARRIED WITHOUT SUBSTANTIAL INCREASES IN FLOOD HEIGHTS). 5. TABULATION LOTS= 197,311 SF COMMON OPEN SPACE= 62,497 SF BLOCKS 1 & 5= 148.192 SF BLOCK 6 (SPECIAL LOT)- 352,337 S.F. ROAD DEDICATION= 42,044 SF TOTAL AREA= B02,381 SF 6. PROPERTY DESIGNATED AS TAX MAP 78 PARCEL 58. 7. THE ACSA WATERLINE EASEMENT & THE ACSA 20' SANITARY SEWER EASEMENT ARE TO BE CENTERED ON THE AS -BUILT LOCATION OF THE UTILITY. 8. NO TITLE REPORT FURNISHED. ALL EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL EASEMENTS, UTILITIES, CONDITIONS, AND/OR COVENANTS THAT MAY EXIST. 9. THE COMMON OPEN SPACE AREAS ARE TO BE DEEDED TO THE HOMEOWNERS ASSOCIATION. 10. TAX MAP 78 PARCEL 58 SUBJECT TO THE FOLLOWING: A. STORMWATER MANAGEMENT/BMP FACILITES MAINTENANCE AGREEMENT (D.B. 4588-501). B. GAS LINE EASEMENT TO CITY OF CHARLOTTESVILLE (D.B. 4609-480). 11. THE PUBLIC STORM SEWER EASEMENTS ARE HEREBY DEDICATED TO PUBIC USE. THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OFTHEDIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE_WTTH THE ALBEMARLE COUNTY ZONING ORDINANCE IN EFFECT THIS DATE. THESE NOTES ARE NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN HEREON IS THEORETICAL. A. PROPERTY IS ZONED NMD- NEIGHBORHOOD MODEL DEVELOPMENT, ENTRANCE CORRIDOR, STEEP SLOPES OVERLAY DISTRICT AND SEE PROFFERS IN ZMA 2012-00002. B. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY WATERSHED. C. ACCORDING TO THE ALBEMARLE COUNTY GIS WEBSITE A PORTION OF THIS PROPERTY IS LOCATED IN THE DAM BREAK INUNDATION ZONE (FEDERAL) . 0. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. E. THE AREA ON THIS PLAT DESIGNATED AS A TEMPORARY TURNAROUND WILL BE CONTRUCTED AND USED AS OTHER STREETS IN THE SUBDIVISION UNTIL TRAILSIDE DRIVE IS EXTENDED, AT WHICH TIME THE LAND IN THE TEMPORARY TURNAROUND AREA WILL BE ABANDONED FOR STREET PURPOSES AND WILL REVERT TO ADJOINING PROPERTY OWNERS IN ACCORDANCE WITH SPECIFIC PROVISIONS IN THEIR RESPECTIVE DEEDS. F. THE STREETS IN THIS SUDIVISION 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. G. LOTS TO BE SERVED BY PUBLIC WATER SUPPLY AND PUBLIC SEWER SYSTEM. H. BLOCK 6 IS A SPECIAL LOT ESTABLISHED SOLELY FOR PARK DEDICATION/CONSERVATION AREA. RESTRICTIONS/REQUIREMENTS ASSOCIATED WITH STANDARDS BELOW: 1. PARKING SETBACKS SHOWN ARE ONLY FOR PARKING LOTS WITH FIVE OR MORE SPACES. 2. A 6' MAINTENANCE EASEMENT, CENTERED ON EACH SIDE LOT LINES SHALL BE PROVIDED IN BLOCKS 2, 3, AND 4. 3. NO ENCROACHMENTS OF ARCHITECTURAL FEATURES OR OVERHANGS ARE PERMITTED WITHIN SIDE SETBACKS FOR BLOCKS 2, 3, AND 4. 4. S.R. 20= STATE ROUTE 20, S.R. 1421= STATE ROUTE 1421, ROAD A= TRAILSIDE DRIVE, ROAD B= TRAILSIDE COURT, & ROAD C= RIVERWALK XING. FRONT FRONT PARKING SIDE BUILDING I SIDE PARKING I REAR BUILDING BLOCK MIN LOT WIDTH BUILD -TO -LINES SETBACK I SETBACK SETBACK SETBACK BLOCK 1 20' S.R. 20 10'-25' S.R. 20 50' S• 5' 30' ROAD A 50'-75' ROAD A 50' BLOCK 2 18' ROAD A 8'-50' ROAD A 30' 3' 5' 10' ROAD C 5'-15' ROAD C 15' BLOCK 3 30' ROAD A 18'-25' ROAD A 15' 3' 5' 10' ROAD B 18'-25' ROAD 8 10' BLOCK 4 20' ROAD A 5'-12' ROAD A 15' 3' 5' 20' ROAD B 18'-25' ROAD B SO' BLOCK 5 30' ROAD B (ME AND 0'-25' COMMERCIAL) ROAD B 0' 0• 5' 0' BLOCK 6 I N/A I 75' (SMINR SETBACK) I 20 I 10 I 20 I 50' THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND [RIVERSIDE VILLAGE] IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. —FOR<€iIV­FRSIDEn VILLAGE PROPERTIES, INC. CITY/f 0UN�W OF t �tar1ct+clyau STATE OF i ,a THE FOREGOING INSTRUMENT WAS ACK DWLEDGED BEFORE ME THIS DAY OF 2019,BY LhY'is ), "ru i FOR: RIVERSIDE VILLAGE RfO RTIES, INC. NOTARY PUBLIC l lw��Q%U/JvrWs/ REGISTRATION# 15 G 30 _ MY COMMISSION EXPIRES 201 APPROVED FOR RECORDATION AGENT FOR THE BOARD OF SUPERVISORS P •kMONIyFq/L'�: BRIAN S. Y Q: uEclsmniaw Lic. No. W2281 7365630 = 5- Z 9'/ S­ tMY COMM, EXPRESc O8/31=18 NOTARY SEAL DATE 1421 FREE BRIDGE VICINITY MAP A STONY POINT RD. 250 RICHMONO RD. SCALE: i" = 2000'+/- SUBDIVISION PLAT LOTS 1-8. BLOCK 3A, LOTS 9-11, BLOCK 3B LOTS 12-17, BLOCK 4, LOTS 18/19, 20/210 22/23, 24/25, 26/27 & 28/29, BLOCK 2C LOTS 30-36, BLOCK 2B, LOTS 37-45, BLOCK 2A RIVERSIDE VILLAGE ALSO BLOCK 6, HEREBY DEDICATED TO PUBLIC USE LOCATED ON STATE ROUTE 20 (STONY POINT ROAD) AND STATE ROUTE 1421 (FREE BRIDGE LAND) ABOUT 0.2 MILE NORTH OF U.S. ROUTE 250 (RICHMOND ROAD) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: I"= 30' DATE: JULY 28, 2014 REVISED: FEBRUARY 24, 2015 REVISED: APRIL 8, 2015 REVISED: APRIL 30, 2015 REVISED: MAY 21, 2015 REVISED: MAY 29, 2015 FOR SHIMP ENGINEERING, PC ROGER W. RAY & ASSOC., INC. 1717-16 ALLIED STREET CHARLOTTESVILLE, VA 22903 434.293.3195 TELEPHONE RWRINC@EARTHLINK.NET SHEET 1 OF 7 14044G GRAPHIC SCALE V =30' ! ~ DENOTES PRIVATE BLOCK 5 W W ! �3 I ACCESS EASEMENT SEE SHEET 4 24R[ni O\ U cc 0 30 60 90 �ccnn�� c0"P6\N ls,1 e r ww PRIVATE STORMWATER I O Z O �i OI— MANAGEMENT EASEMENT U W m Qj ; "> r FEMA a ti r J" � O / I COMMON SEE OSHEET 1 I_ <d / OPEN SPACE w �a S BLOCK 3B _ '—, I N SpG / I 3,169 SF NO2' . 19, "E I E rn • - 56.19' m o ril D S65'09' 32"E i l �-� ir16.49'� SEE SHEET 4 S S S au]: m' LOT 15 w iruo 19 3 mN24'50'28"E 105.08' wN24-50'2B'"E 200.00' 2SEWERIVATE EASEMENORM y iI 2Q { Paz o-n \ (P / S Ala• Jo 40.60' — 48.00' 48.00' 0 63.40' m aaz U_ 21 o's ; 55' ! LOT 16 ,>-,Mw m mw �p2•A9 0- / s m o 1 m ¢r I ! °�° 5, 133 SF azW my m¢ FEMA 65 86 S8 / 2 \ rn v o H 1c)o I LD H W ! H26 18 o¢ a ZONE AE �9la BUILDING s 3 m 100 YEAR o � I r cn ZWI zoaJ' t SEE SHEET 1 So. E \ \ FLOOD PLAIN 3 v i a� a 2� / SETBACK W N 3 o Y O7 i w �a aw"ia�Q A9 LINE N. N m = AND STREAM rn a w = mJ> N(MD a 96 p9 Np2 / Zs N \ss m BUFFER LINE a m i N i m (0¢ v N24'S0'28"E 105.05' rn�c~�iW7rnrn LOT 8 'oD \ 0 4,Lo LOT 30 SF m m 5, 960N LOT 1SF m i Qo i ,-_w i=H28 v 201 f�_00) 100 N n" LOT 10 / FLOOD YEARLo LOTs ,� rn F AND STREAM n 5, 448 SF J m ��' Z � 4, 512 SF o m OCL . m hp BUFFER LINE rn s \ z m H i Z� uOi N itO o cu ~¢ommom 0 LOT 17 2 hp SO £ ms v� z _j., 18' Z i bH30 o U 6. 519 S m =aom o r......... 20' ACSA �• LOT 7 \ m r I. Sp SANITARY sS, 6 233 SF 9� \ i �, 89' m pw SEWER S m �......... m EASEMENT �: �- BLOCK 3B I � s Lo ,. —Ego _ _ No .. BUILDING hog ig 12' 10'i nr ' SETBACK LINE ti �l w �• T 48.00' 63.40' H33 10.40' 5' E24 m LOT 6 s.�. QG� �P 06 D5 5.40-' 2.85' S24.50'28"W 130.52' } - 1.50� S24'50'28"W 55.00' H32 S24'50'28"W 105.02' E18 N �h ti^ JOT 6, 464 SF 0� pi 125.00' Y61� >9 TURN -AROUND EASEMENT m =11.20 v� ' 1 rn TRAILSIDE DRIVE ss 96• N24'50'28"E 3 Iola L=B.66' PRIVATE (55' PUBLIC R/W) PRIVATE FJ 32.50' m LOT 5 17. tB- LANDSCAPING LANDSCAPING O S 2.21' v H4 EASEMENT EASEMENT e6• 6, 138 SF L= rn m m '' G4 8.79' 66.55' 67. 14' v ru . rn PRIVATE r 11. 48' N24 6 0' ' H2 ru LANDSCAPING E1 N24'50'28"E 117.00' 36.00' N24'50'28"E 105.00' ti B20 E23 W Z SS9 EASEMENT 00 4 1. (TYPICAL) pA 14 , O 6� 7 .7 0 75.71' :m 19 H23 <' o• �L= O 7�. _ m �O m S>•• S;:- iNi 5' 5' 8' BUILDING "'� 8' BUILDING 5' 5' _ iA 11.42' v B� l.{ TEMPORARY h T TS,S, 2�� 6w). SETBACK LINE L- O o SETBACK LINE 6�Tb 6 PUBLIC 1� L= / 0 ` TURN -AROUND �9' 0 9.92 WATACSAERLINE ��0/i �c°' ( ; STORMSEWERLOT 30 Q LOT 37 PSTORME H2O EASEMENT SEE SHEET 6 O�'' EASEMENT v� I k ' o EASEMENT IVATE o vl 4, 620 SF SEWER o� E17 ;iE'.15 LOT 4 O m. h.;: o ) i 5, 148 SF o EASEMENT o m a APPROXIMATE LOCATION RIVANNA RIVER ,- SQcvP,S 100 TAKEN FROM COUNTY OF ALBEMARLE GIS WEBSITE T_M.62-23 / EDGE OF RIVER_-�, _� �� CITY OF CHARLOTTESVILLE,VIRGINIA AND NOP� COUNTY OF ' VIRGINIA — T.M.78-1 / D BB 872R 1 D.B.280-474 PLAT Gp10 CITY OF CHARLOTTESVILLE AND COUNTY OF ALBEMARLE D.B.916-179 / D.B.281-334 PLAT - ? it N22'02'03"E 163.98' - - - - N23'43'28"E 204.88' a J2 (30'PRESCRIPTIVE EASEMENT) L _ STATE ROUTE 1421 FREE BRIDGE LANE IRON FOUND (2012) w FEMA z ZONE AE WITH FLOODWAY ULU SEE SHEET i FOR DEFINITION a of FEMA ZONE AE x SEE SHEET 1 BLOCK 6 cu PARK DEDICATION/CONSERVATION AREA 20' PRIVATE % 352,337 SF STORM SEWER ( T.M.78-58D EASEMENT MICHAEL J.SIENDA • D.B.2912-252 D.B.545-612 DESC. D.B.300-163 PLAT N01'41'39"E 45.79' N24'50'28"E 181.50- N24'50'28"E 73.50' / F4 61.34' K10 3. 11 ' ito 73.5-1 � i cu - W j i w i o U cu co o a m p� 100 YEAR FLOOD PLAIN N LL' FEMA AND W': Z ZONE AE N STREAM BUFFER 3 Y W CD irh z SEE SHEET 1 cm I LINE [ cu UO.Lo , I y. v 3 OOQ [ rn J cu i I K6 m PRIVATE �0'41 s rn LANDSCAPING f ! BLOCK 5 & SIDEWALK z x Lr) I I 1 1O N25'O8'27"%W 4$ EASEMENT C3 uo o• 43, 341 SF c) zo' ! g 00 z 20.00' S N24'50'28"E 104.98' LOT 12 6, 565 SF N24'50'28"E 105.03' LOT 13 5, 132 SF ,. I 11 ! � i S24'50' 28"W ; I \ I i N 18.50' ' Q S64'51'33"W \ P2 ! 3 N24450'28"E 105.06' 9.46' " \ N24'29' 43"E 135.38' s. ...... . `b b-----�------------------ ---------------i.--�- N625.04 2"W \ i 25.04' � � 1 �- - --- ------- 71.00' 1 N60'21'47"W w 20.00' i \ PRIVATE n 1 I _ IC-011- STORM WATERS30'03' 19"W '7--- o MANAGEMENT o ,, RIVERSIDE VILLAGE � / � � SCALE: 1"= 30' DATE: JULY 28, 2014 REVISED: FEBRUARY 24, 2015 REVISED: APRIL B. 2015 REVISED: APRIL 30, 2015 REVISED: MAY 21, 2015 REVISED> MAY 29, 2015 ROGER W. RAY & ASSOC., INC. 1717-iB ALLIED STREET CHARLOTTESVILLE, VA 22903 434.293.3195 TELEPHONE RWRINC@EARTHLINK.NET 2.68 EASEMENT • co 3 I � p,IDI !n _ ' —'�� m cn I _ lD I ocv i S64'54'42"E I Lo m 1 13.05'-�� I�_ . ...... ...... z 1 --- - S24 '29 43"W_ 156.43_ _ _ _ _�� ----------- S S S I I 524�50'28�'W 173�46 — - — - A9 x 20' ACSA SANITARY N65'09'3 "W SEWER EASEMENT 137.84) 1 N S24'50'28" �\.00' I i LOT 11 \ I LOT 9 I LOT 10� \ BLOCK 36 20' PRIVATE \ \ SEE SHEET 3 STORM SEWER \ EASEMENT I, z. W cm I m I o j R o a Lo in LOT 14 K12 o - I x 5, 134 SF 3 II ! V O f b ctl�f' cD� K4 j m ON24'50'28"E 105.11' rn IICD I I U 71 Z In j 3 w ZY co ° K2 oaz I/ - Of En I ! H m J Z� cr /D S' v ZI w T moI 3 I Qcwnl iv I cna: mLo awl i o Inl I Z ! M OI—I' Lo INJ! 2I IZ UJ rl 3b � I I ' I 20' ACSA SANITARY ' I SEWER EASEMENT I I U7 I U Y Z U om J LOT 15 mu 5. 134 SF S24'50'28"W 105.08' SEE SHEET 3 LOT 16 0 ti co 0 m w al 0 N_ ro cn T.M.78-58E MICHAEL J.SIENDA D.B.2912-252 0.6.545-612 DESC. z D.B.300-163 PLAT W Hz F-a aa� m I> —I ccn w c� azcn aw J CD rn PIPE FOUND 'O 1 (2012) T.M. 7B-5BA GRAPHIC SCALE 1"=30' 0 30 60 90 �f 1a�r5 SHEET 4 OF 7 14044G --- APPROXIMATE LOCATION RIVANNA RIVER TAKEN FROM COUNTY OF ALBEMARLE GIS WEBSITE EDGE OF RIVER T.M. 78-1 BOX 25 • _ - CULVERT PUBLDIC AT ED TO (D-6. 2177 2 & 228 PLAT)27 N75'57'27"W 25.49' CO E,;� HEADWALL NpP-�N G143 N75'57' 27"W 38.21' — N66'17'15'W 188.38' - T.M.78-58H WHITE HOUSE PROPERTIES.LLC 0.B.3744-12 i D.B.2177-227.228 PLAT b � C6 � a ai N66'17'03"W 101.58' —� T.M.7BB-1-((1))-101 THRU 106 RIVER'S EDGE III.LLC i D.B.3629-373 D.B.3243-5 & 6 PLAT RIVERSIDE VILLAGE SCALE: i"= 30' DATE: JULY 26. 2014 REVISED: FEBRUARY 24. 2015 REVISED: APRIL B, 2015 REVISED: APRIL 30, 2015 REVISED: MAY 21, 2015 REVISED: MAY 29. 2015 ROGER W. RAY & ASSOC.. INC. 1717-1B ALLIED STREET CHARLOTTESVILLE. VA 22903 434.293.3195 TELEPHONE RWRINC@EARTHLINK.NET PK NAIL SET (2012) N24'30'26"E 76.73' L= 0.84' GUARDRAIL En I¢ w 0 Z Z Q 3 i WO X0 H ,--1(n cn In a¢ i ui QU cr CC F O ,n-D z Z < la UNCERTAIN OWNERSHIP OgrOSF�r , , ' MANHOLE �(9 ' ' I ' I , I , , , , 'cn 1 I , I 1 It CD . , r i vn , N , r , , Z , , UNCERTAIN OWNERSHIP ' l ' 1- J2 N14'31 47� FREE BRIDGE LANE STATE ROUTE 1421 �r 30' PRESCRIPTIVE EASEMEN= - J3 30'SANITARY SEWER ESMT. (D.B.1274-56B.594 & 595 PLAT) I � ' 1 IRON FOUND ' I IN STREAM ; (2012) i , i APPROXIMATE LOCATION 20'SANITARY SEWER ESMT. (D.B.1274-588.594 & 595 PLAT) , I , , 1 , 1 I , cn MANHOLE BLOCK 6 PARK DEDICATION/CONSERVATION AREA 352,337 SF MATCH LINE SHEET 6 FEMA ZONE AE WITH FLOODWAY SEE SHEET 1 FOR DEFINITION FEMA ZONE AE SEE SHEET 1 FOR DEFINITION / jPF P.1ZpN pPEs PPEp, GRAPHIC SCALE 1"=30' 0 30 60 90 Q F- w w x co w z J 2 U f— a J 100 YEAR FLOOD PLAIN AND STREAM BUFFER LINE f SHEET 5 OF 7 14044G I' MATCH LINE SHEET 5 IRONFOUND I t------------------------------------------------------------------------------------------+---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------- IN STREAM(2012) / ) , N85'22' 18'W '�z / / / NOP(N 78.38' / FEMA ;wQ aw ZONE AE \ � ' 4 SEE SHEET 1 / , / �m�/ 100 YEAR FLOOD T.M.788-1- Q 7PLAIN AND STREAM ((1)) -101 THRU 106 \ \` n o�h ; ��rn ' BUFFER LINE RIVER'S EDGE III, LLC . 1 3 h ?/ 40 D.B.3629-373 m = O.B.3243-5 & 6 PLAT/ % N�r N49'39'36"W r ' ;ah r Ccot1^ SEE LSHEET 3 36.68' ¢w +o ; , / ow 6, i N=p/ , VQ^O/ �0 1 u, rn `. o ru cj wBLOCK 6 N76 °57 o4"W jw �° 9, % o ` PARK DEDICATION/CONSERVATION AREA �2p C-)��. 40.98' �%9 10 • ; Qa� 352.337 SF ZPh 9'co 20' ACSA LOT 4 SANITARY 6.511 SF SEWER S, EASEMENT N53'26'21'W i(o 40.97' w / :T fin,co IRON cc ICU p SET Q ^ CD to LOT 3 S44< / * ``S ' 4�6 ° / 6. 348 SF io.es' Q�31 P S c'SpTO \ 0). MANHOLE S 4i `'v. 4' � v ) 100 YEAR �� L- V FLOOD PLAIN �10.66' j 3 6 a 3 AND STREAM Y v IRON �6 �l0 `0.• r'�SS. w v BUFFER LINE p J� LOT 24/25 FOUND �j. 1 < ��' S w ��/ Q SEE SHEET 3 a (2012) S1� S 2p `�S. S6sq�i �,''S� ¢ ,n 10' S37-". 18. \ ++ 59 1 �SFS9 CL 15, `�,n ' 4$ W 12 / 6S�gF6 e1 9)'S,F9 . ``S6 2 co SETBAC/BUILDIKG 1 2$cYi 26. O 46Sgy1 /y Fqo S m LINE < 55 0 �9 NSI z O. ,y J`S y F` `,�, ,n m 1 2j, PRIVATE \ OSF tiTg9Y \ �iF�T `\ 9� b I LOT 2 mw m 3 Oq F LANDSCAPING G EAACCESS \ 66 5 649 SF 2 nj/ 109 1 EASEMENT / -, 1. `es• a..........0) ^0% Oj / r N24'50'28"E S33.49 . a e� 9 26 / 50 • w 57"W 113. g3 • m r............... Q <D/G 9q 2j h 7.80' ' Sp• /y `,9�, BUILDING cb/ 1 If2 N LOT i PRIVATE SETBACK ' j/ `�1 10 0) S O s6 p L- In / 7, 000 SF LANDSCAPING CD LINE M0/ O� N� S,O w S �S c 6 ,� In (TYPICAL) E5' m �/ �� 9g'61. Ip / N4 � t� F y . v 15.55' co m y CoNT p 1.. 1•. `S4d� `�9.SS 1''' z/ LANDSCAPING 15 n SIGHT LOT 28/29 2 • 1 "' .-. tv n DISTANCE / 4.21 �1J19 �'6 cep T 9p4q.1, 9y, ...- EASEMENT / EASEMENT 4. O62 SF e js rys ; tp �........... 6 05' ^` 91�Ft' 0, f 10 O N33 gg.57, N24°50'28"E 73.73' _ Cu S o S�•NO 635j6, �1 .E 73-45. _ - ----- - Al g9 6 27' 111 P B� IC i -- --- 20; PRIVATE SEE .. i 0 9 9p STORM ti / STORM WATER J SHEET 2 X 1.6 SEWER MANAGEMENT * THE ENTIRE BLOCK 3A COMMON OPEN SPACE IS ALSO p�t�°j '" EASEMENT �� EASEMENT_____ ---- A PRIVATE STORMWATER MANAGEMENT EASEMENT AND g r B' A PRIVATE LANDSCAPING EASEMENT z. BLOCK 3A 1 A .056•S75'02'29"W COMMONp � L= � / PRIVATE q �'1• p, � DENOTES ACCESS EASEMENT vS S 33.s4 06.733PSFE 1j" 10.30' �'ti� j LANDSCAPING eSgOq'W EASEMENT O 2 -4 R c? �610 Z/p 0 91 4� �Q STONyA0e4p0 )1 1� SEELSCKE HEET 2 04�; ,3qS (e0 h RIVERSSCALE: 30' 1 VILLAGE 9oq�?'�q�h� M� / DATE: JULY 28, 2014 ti4yA REVISED: FEBRUARY 24. 2015 el sS� REVISED: APRIL B. 2015 oO"v1 / REVISED: APRIL 30, 2015 j11� REVISED: MAY 21. 2015 /v REVISED: MAY 29. 2015 6. op, R1717-18 ALLIED STREET GRAPHIC SCALE 1"=30' OGER W. RAY & ASSOC.. INC. �+ CHARLOTTESVILLE• VA 22903 \ 434.293.3195 TELEPHONE 0 30 60 90 RWRINC@EARTHLINK.NET 'o'fo SHEET 6 OF 7 14044G SHEET 2 - CURVE DATA LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Cl 89'51'01" 17.00 26.66 16.96 24.01 N78'03'29"W C2 19'32'08" 327.50 111.66 55.38 111.12 N42'54'02"W C3 -27'16'13" 61.00 29.03 14.80 26.76 S51*31'26"E C4 86'13'31" 21.00 31.60 19.66 28.70 N22'02'47"W C5 7'44'44" 61.00 6.25 4.13 8.24 S34'00'57"E C6 -87°09'36" 25.00 38.03 23.79 34.47 S13'26'13"W C7 121'39'0i" 20.00 42.46 35.821 34.93 N62'09'29"W C81 3*49'34"1 12.001 13.371 7.471 12.69 N33-14.45"W SHEET 2 - STORM SEWER EASEMENT SHEET 2 - WATERLINE EASEMENT LINE BEARING DISTANCE B1 N19'27'03"E 16.64 B2 N46'17'32"E 49.14 B3 N32'5B'59"W 16.70 B4 N24'50'2B"E 2.04 B5 S78'46'29"W 33.11 B6 N61°32'20"W 33.34 87 N61'32'20"W 34.48 B8 N46'17'32"E 40.45 89 S32'58'59"E 23.17 B10 N57'01'01"E 11.91 B11 S33'44'39"E 26.61 B12 S56'15'21'W 4.88 B13 S78'46'29"W 33.00 B14 N33'44'39"W 26.54 B15 N57'01'01"E 92.09 816 N32'58'59"W 72.00 B17 S57-01-01-W 5.35 BIB S65'09'32"E 3.06 819 S32'58'59"E 20.36 B20 S24'50'28"W 22.97 B21 N69'23'48"E 25.18 kB22 N20'36'12"W 20.00 623 S69'23'48'W LINE BEARING DISTANCE Al S24'50'28"W 6.31 A2 S65'23'42"E 17.23 A3 N24'34'52"E 10.36 A4 S65'23'42"E 17.27 A5 S24'34'52"W 10.53 A6 S65'23'42"E 20.00 A7 N24'34'52"E 10.53 AB S65'23'42"E 20.00 A9 S24'34'52"W 10.69 A10 S65'23'42"E 20.00 A11 N24'34'52"E 10.69 Al2 S65'23'42"E 20.00 A13 S24'34'52"W 10.85 A14 S65'23'42"E 20.00 A15 N24'34'52"E 10.85 A16 S65'23'42"E 6.63 A17 N24'36'1B"E 20.00 4.87 SHEET 3 - CURVE DATA LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING Di 15'21'15" 172.50 46.23 23.25 46.09 N38'39'25"W D2 15025'50" 172.50 46.46 23.37 46.32 N23'15'53"W D3 8'02'13" 172.50 24.20 12.12 24.18 N11'31'52"W D4 32*21'13" 172.50 97.41 50.04 96.12 N08'39'51"E 05 7'17'36" 227.50 28.96 14.50 28.94 S21'11'39"W D6 2'44'12" 227.50 10.87 5.43 10.87 S16'10'44"W D7 12'11'03" 227.50 48.38 24.28 46.29 S08043'07"W D8 11'01'41" 227.50 43.79 21.96 43.72 S02453'15"E 09 11'04'19" 227.50 43.96 22.05 43.89 S13*56'15"E 010 10'56-39" 227.50 43.45 21.79 43.39 S24°56'44"E Dii 26'30'36" 35.00 16.19 8.24 16.05 N38'05'46"E D12 31'26'56" 23.001 12.62 6.48 12.47 S49'26'04"E D13 39-33-07"1 23.001 15.881 8.271 15.56 N84'36'51"W D14 14*15'12" 24.501 6.091 3.061 6.08 S41°58'28"W D15 2B'41'07" 25.00 12.52 6.39 12.39 N79-30-06"W SHEET 3 - LOTS LINE BEARING DISTANCE F1 N71'32'15"E 0.36 F2 S1B'27'45"E 30.97 F3 S71'32'15"W 23.50 F4 N89*14'48"W 21.18 F5 SIB'27'45"E 1B.50 F6 S71*32'15"W 28.89 F7 N38'38'56"W 11.43 FS N65'09'32"W 5.89 F9 S83'05'46"W 4.28 F10 S51'21'04"W 16.73 F11 N38'38'51"W 2.50 SHEET 3 - STORMWATER LINE BEARING DISTANCE G1 S08'14'43"E 69.22 G2 S81'45'17"W 20.OD G3 NOB'14'43"W 38.52 G4 S24'50'26"W 5.65 SHEET 3 - ACCESS EASEMENT LINE BEARING DISTANCE E1 N24'50'28"E 2.66 E2 S65°09'32"E 96.10 E3 S65'09'32"E 73.17 E4 S65'09'32"E 34.73 E5 S65'09'32"E 54.22 E61 S24'50'28"W 21.65 E7 S18'27'45"E 76.06 EB S38038'56"E 3.57 E9 S38038'56"E 32.00 E10 N51'21'04"E 31.65 E11 N24'50'28"E 34.65 E12 S24'50'28"W 2.66 E13 S24'50'28"W 6.48 E14 S65'22'50"E 27.16 E15 S24'50'28"W 6.12 E16 N65'09'32"W 15.16 E17 S24'50'28"W 20.00 Ei8 S24'50'28"W 5.73 E19 N65'22'50"W 13.50 E20 S24'50'28"W 31.55 E21 S26'33'04"E 17.28 E22 N24'50'28"E 3.07 E23 S25'20'40"W 2.81 E24 N24'50'28"E 42.38 SHEET 3- WATERLINE EASEMENTS LINE BEARING DISTANCE H1 N65'23'42"W 2.77 H2 N24'34'52"E 10.36 H3 N65'23'42"W 22.73 H4 N24'50'28"E 9.24 H5 S65'09'32"E 147.05 H6 S65'09'32"E 55.95 H7 N64'55'23"W 20.00 H8 S24034'52"W 10.00 H9 N65'23'42"W 20.00 H10 N24'34'52"E 10.11 H11 N65'14'54"W 20.00 H12 S24'34'52"W 10.00 H13 N65'23'42"W 20.00 H14 N24'34'52"E 10.00 H15 N66'04'13"W 20.00 H16 S24'34'52"W 9.60 H17 N65'23'42"W 20.00 H18 N24'34'52"E 9.70 H19 N65'23'42"W 22.00 H2O S24'34'52"W 9.53 H21 N65'23'42"W 16.50 H22 N24'50'2B"E 6.32 H23 N24"46'48"E 23.21 H24 S65'23'42"E 345.03 H25 S65'09'32"E 74.71 H26 N24'50'28"E 11.00 H27 S65'09'32"E 23.00 H28 S24'50'28"W 11.00 H29 S65'09'32"E 20.09 H30 N24050'28"E 11.00 H31 S65'09'32"E 30.47 H32 S24'50'28"W 0.50 H331 S24'4B'30"W 30.50 SHEET 4 & 5 - CURVE DATA LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING 11 2036'24" 2094.20 95.28 47.65 95.27 S23'20'15"W J2 9'11'41" 500.00 80.24 40.21 80.15 S19'07'3B"W J3 9'58'39" 1399.11 243.64 122.13 243.33 S19'31'07"W J4 1007'31" 400.00 7.86 3.93 7.85 S25'04'11"W SHEET 6 - CURVE DATA LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING M1 90'08'40" 17.00 26.75 17.04 24.07 N11"56'22"E M2 6'00'45" 272.50 28.60 14.31 28.58 N36008'21"W M3 17'47'51" 272.50 84.65 42.67 84.31 N48'02'39"W M4 3016'32" 272.50 15.58 7.79 15.58 N58°34'50"W M5 7047'51" 227.50 30.96 15.50 30.94 N56'19'10"W M6 10'59'45" 227.50 43.66 21.90 43.59 N46'55'22"W M7 11'00'27" 227.50 43.71 21.92 43.64 N35'55'17"W MB 7'33'00" 327.50 43.16 21.61 43.12 N56'26'36"W M9 5'44'06" 172.50 17.27 8.64 17.26 N57021'03"W M10 8008'58" 172.50 24.541 12.29 24.51 N50'24'32"W M11 10'11'05" 161.42 28.691 14.38 28.66 N3B'13'31"W M12 42059'51" 68.72 51.571 27.07 50.37 S88'24'56"W RIVERSIDE VILLAGE SCALE: i"= 30' DATE: JULY 28. 2014 REVISED: FEBRUARY 24. 2015 REVISED: APRIL B. 2015 REVISED: APRIL 30, 2015 REVISED: MAY 21. 2015 REVISED: MAY 29, 2015 ROGER W. RAY & ASSOC.. INC. 1717-iB ALLIED STREET CHARLOTTESVILLE, VA 22903 434.293.3195 TELEPHONE RWRINC@EARTHLINK.NET SHEET 4- WATERLINE EASEMENTS LINE BEARING DISTANCE Ki N65'09'32"W 74.71 K2 S24'50'28"W ii.00 K3 N65'09'32"W 23.00 K4 S24'50'28"W 11.00 K5 N65'09'32"W 74.71 K6 N24-50.28"E 11.00 K7 N65'09'32"W 23.00 KB S24'50'28"W 11.00 K9 N65'09'32"W 45.03 K10 S24'50'28"W a.00 K11 565'09'32"E 119.82 K12 S24'50'28"W 39.66 SHEET 4 LANDSCAPING & SIDEWALK EASEMENT LINE BEARING IDISTANCE P1 S65'09'32"E 11.00 P2 S24'50'28"W 24.50 P3 N65'09'32"W 111.50 P4 N24'Pin '28"E 6.00 SHEET 6 - LOTS LINE BEARING DISTANCE Ni S38°38'51"E 2.50 N2 N51'21'04"E 16.73 N3 N83'05'46"E 4.28 N4 S65'09'32"E 5.89 N5 S38'38'56"E 16.98 N6 S51'21'04"W 23.50 N7 N38'38'56"W 3.00 NB S3B'38'56"E 21.50 SHEET 7 OF 7 14044G a