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HomeMy WebLinkAboutLZC202100026 Other 2021-06-08STEWART TITLE GUARANTY COMPANY ORDER NO. KLT13-3174 EFFECTIVE DATE; MAY 31, 2013 PLAT SHOWING AN ALTA/ACSM LAND TITLE SURVEY OF 22.104 ACRES PROPERTY BELONGING TO STONE CREEK LIMITED PARTNERSHIP AS RECORDED IN D.B. 2146 P. 189 LOCATED ON STATE ROUTE 20 SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE: 1" = 60' MARCH 26, 2002 REVISED( FEBRUARY 4, 2004 REVISED: JUNE 17, 2013 SCALE IN FEET 0 30 60 120 180 240 TITLE REFERENCES: STONE CREEK LIMITED PARTNERSHIP, A VIRGINIA LIMITED PARTNERSHIP 1430 ROLKIN COURT SUITE 301 CHARLOTTESVILLE, VIRGINIA 22911-3582 D.B. 297 P. 193 VT&T (SHOWN) (EXCEPT. #5) D.B. 338 P, 342 AT&T (NOT PLATTABLE/NOT SHOWN) (EXCEPT. #6) D.B. 611 P. 307 AT&T (NOT SHOWN) (EXCEPT. #61 )DOES NOT APPLY) D.B. 424 P. 261 VT&T (SHOWN) (EXCEPT. #7) D.B. 1590 P. 418, 421-424 PLAT COUNTY OF ALBEMARLE (SHOWN) (EXCEPT. 118) D.B. 1817 P. 35 ASCA (SHOWN) (EXCEPT. #9) D.B. 2255 P. 15 ACSA (SHOWN) (EXCEPT. #11) D.B. 2320 P. 230 CENTRAL TELEPHONE (SHOWN) (EXCEPT. #12) D.B. 2353 P. 497 VEPCO (SHOWN) (EXCEPT, #13) D.B. 2374 P. 24 ALBEMARLE COUNTY SCHOOL BOARD (SHOWNI (EXCEPT. #14) D.B. 2485 P. 20 CENTRAL TELEPHONE (SHOWN) (EXCEPT. #15) D.B. 2485 P. 26 CENTRAL TELEPHONE (SHOWN) (EXCEPT. #16) D.B. 1572 P. 411 CENTRAL TELEPHONE (SHOWN) (EXCEPT. #17) D.B. 2767 P. 262 ACSA (SHOWN) (EXCEPT. #18) THE FOLLOWING PLATS WERE USED IN THE PREPARATION OF THIS SURVEY: PLAT TITLED, "PLAT SHOWING A BOUNDARY SURVEY OF TAX MAP 91 PARCEL 2C ALSO SHOWING THE ABANDONMENT OF A PORTION OF A 50' R/W CROSSING TAX MAP 91 PARCEL 2C LOCATED ON STATE ROUTE 20 SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINA" DATED APRIL 12, 2000 AND RECORDED WITH DOCUMENT IN D.B. 2081 P. 28 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. PLAT TITLED, "PLAT FOR PUBLIC RIGHT OF WAY DEDICATION BETWEEN ROUTE 742 AND ROUTE 20 SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA" DATED MARCH 27, 1996 AND RECORDED WITH DOCUMENT IN D.B. 1590 P. 418 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY VIRGINIA. PLAT TITLED, "WATER AND SANITARY SEWER EASEMENT PLAT SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGNIA" DATED AUGUST 5, 1998, REVISED AUGUST 13, 1998 AND RECORDED WITH DOCUMENT IN D.B. 1817 R 35 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA PLAT TITLED, "PLAT SHOWING 20' SANITARY SEWER EASEMENT (SHADED AREA) LOCATED ON THE UNDEVELOPED LAND OF WILLOW LAKE OWNED BY REPUBLIC HOMES INVESTMENT CORP. D.B. 1118 PAGE 213 ALBEMARLE COUNTY, VIRGINIA", DATED APRIL 25, 2001 AND RECORDED WITH DOCUMENT IN D.B. 2255 P. 15 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, PLAT TITLED, "PLAT SHOWING 30' X 30' EASEMENT BOX AND ACCESS EASEMENT GRANTED TO CENTRAL TELEPHONE COMPANY OF VIRGINIA OVER THE LAND OF STONE CREEK LIMITED PARTNERSHIP LOCATED ON STONE POINT CREEK SCOTTSVILLE, DISTRICT ALBEMARLE COUNTY, VIRGINIA", DATED OCTOBER 7, 2002 AND RECORDED WITH DOCUMENT IN D.B. 2320 P. 230 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, PLAT TITLED, "PLAT TO ACCOMPANY RIGHT-OF-WAY AGREEMENT", DATED SEPTEMBER 25, 2002 AND RECORDED WITH DOCUMENT IN D.B. 2353 P. 497 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. PLAT TITLED, "PLAT SHOWING A NEW PERMANENT RETAINING WALL EASEMENT ACROSS A PORTION OF TAX MAP 91 PARCEL 2 PROPERTY BELONGING TO THE COUNTY OF ALBEMARLE SCHOOL BOARD AS RECORDED IN D.B. 1740 P. 559 LOCATED ON MILL CREEK DRIVE SCOT- TSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA", DATED JUNE 23. 2002 AND RECORDED WITH DOCUMENT IN D.B. 2374 P, 24 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. UNTITLED PLAT REFERRED TO AS "ATTACHMENT A" DATED OCTOBER 9, 2002 AND RECORDED WITH DOCUMENT IN D.B. 2485 P. 20 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, UNTITLED PLAT RECORDED WITH DOCUMENT IN D.B. 2485 P. 26 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA, UNTITLED PLAT RECORDED WITH DOCUMENT IN D.B. 1572 P. 411 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. PLAT TITLED, "EASEMENT PLAT SHOWING A VARIABLE WIDTH WATERLINE AND SANITARY SEWER EASEMENT HEREBY DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY ACROSS PROPERTY BELONGING TO STONE CREEK LIMITED PARTNERSHIP RECORDED IN D.B. 2146 P. 189 LOCATED AT THE INTERSECTION OF STATE ROUTE 20 AND MILL CREEK DRIVE SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA", DATED JANUARY 14, 2004, REVISED APRIL 30, 2004 AND RECORDED WITH DOCUMENT IN D.B. 2767 P. 262 OF THE CLERK'S OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY UTILITY MAPS, AND FIELD VERIFICATION. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY TO THE U.S. DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (HUD), STONE CREEK LIMITED PARTNERSHIP, A VIRGINIA LIMITED PARTNERSHIP, OPPENHEIMER MULTIFAMILY HOUSING & HEALTH- CARE FINANCE, INC., STEWART TITLE GUARANTY COMPANY AND TO THEIR SUCCESSORS AND ASSIGNS, THAT: I MADE AN ON THE GROUND SURVEY PER RECORD DESCRIPTION OF THE LAND SHOWN HEREON LOCATED IN ALBEMARLE COUNTY, VIRGINIA ON JUNE 11, 2013; AND THAT IT AND THIS MAP WERE MADE IN ACCORDANCE WITH THE HUD SURVEY INSTRUCTIONS AND REPORT, FORM HUD-92457M, AND THE REQUIREMENTS FOR AN ALTA/AGSM LAND TITLE SURVEY, AS DEFINED IN THE 2011 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/AGSM LAND TITLE SURVEYS. TO THE BEST OF MY KNOWLEDGE, BELIEF AND INFORMATION, EXCEPT AS SHOWN HEREON: THERE ARE NO ENCROACHMENTS EITHER WAY ACROSS PROPERTY LINES; TITLE LINES AND LINES OF ACTUALPOSSESSION ARE THE SAME, A PORTION OF THE PROPERTY SHOWN HEREON INCLUDING IMPROVEMENTS) LIES WITHIN ZONE X (UNSHADED) PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAPS IDENTIFIED AS COMMUNITY PANEL NO. 51003CO426D, BEARING AN EFFECTIVE DATE OF FEBRUARY 4, 2005 AND REVISED PER LOMR CASE NO, 13-03-1601A BEARING DATE OF MAY 9, 2013 A PORTION OF THE PROPERTY SHOWN HEREON (EXCLUDING IMPROVEMENTS) LIES WITHIN ZONE AE (100 YEAR FLOOD) PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAPS IDENTIFIED AS COMMUNITY PANEL NO. 51003CO426D, BEARING AN EFFECTIVE DATE OF FEBRUARY 4, 2005 AND REVISED PER LOMR CASE NO. 13-03-1501A BEARING DATE OF MAY 9, 2013 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS IN 2011, AND INCLUDES ITEMS 1, 2, 3, 4, 6A, 6B, 7A, 8, 9, 10A, 10B, 11B, 12, 13, 16, 17, 18, 19 AND 20A OF TABLE A THEREOF, PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THOMAS B. G LN DATE REGISTRATION NO. 1326 WITHIN THE COMMONWEALTH OF VIRGINIA TAX MAP 91-2C IS ZONED: PRO (PLANNED LEGAL DESCRIPTION: LEGEND: RESIDENTIAL DEVELOPMENT), TAX MAP 91-2C LIES WITHIN AN ALBEMARLE THAT CERTAIN TRACT OR PARCEL OF LAND CONTAINING 22,104 ACRES, RIF = BENT IRON FOUND COUNTY ENTRANCE CORRIDOR. MORE OR LESS, SHOWN AND DESCRIBED AS TAX PARCEL 91-2C ON A PLAT BOV = BLOW OFF VALVE TYPICAL BUILDING DIMENSIONS (MINOR VARIATIONS EXIST FROM BUILDING TO BUILDING) TAX MAP 91-2C LIES WITHIN AN ALBEMARLE BY THOMAS B. LINCOLN LAND SURVEYOR, INC., DATED APRIL 12, 2000, CMP = CORREGATED zt COUNTY AIRPORT IMPACT AREA. CAPTIONED "PLAT SHOWING A BOUNDARY SURVEY OF TAX MAP 91 PARCEL pp TAL PIPE DUMPSTER PAD o17,4 11.3' 9' 20.3'0 20.3' 11.3' 17.4'0 18.3 11.0 2 a' m 20.3' 1.0' 18'X=t v 18. 11.0' '0.3' m m 20.3' 11.0' 18.3' 2C. ALSO SHOWING THE ABANDONMENT OF A PORTION OF A 50' R/W o 9 EB =ELECTRICAL BOX 10' N " W 2'� V 10.11 ' 7 5' "'- ZONING REQUIREMENTS FOR TMP 91-2C CROSSING TAX MAP 91 PARCEL 2C LOCATED ON STATE ROUTE 20, 7.5' 10, a° ? '10.27.5' p (ZONE PRD) PER ALBEMARLE COUNTY SCOTTSVILLE DISTRICT, ALBEMARLE COUNTY, VIRGINIA", SAID PLAT EBB =ELECTRICAL BREAKER BOX 7.5' _m m 10.1 EMP = ELECTRIC METER PANEL 9" v °' c v O' ZONING ORDINANCE: ATTACHED TO AGREEMENT RECORDED N DEED BOOK 2081 PAGE 28, ES-1 =END SECTION BUILDING # 1230/1234 9 BUILDING ► 1370/1374 °° BUILDING # 1350/1354 ' AMONG THE LAND RECORDS OF ALBEMARLE COUNTY, VIRGINIA. FH = FIRE HYDRANT BUILDING # 125o/125a , ,5 BUILDING # 1385/1389 A m p SETBACKS PER ALBEMARLE COUNTY APPROVED GP = GOAL POST a (BLDG. # 1240/1244 a (BLDG. # 360/364 m o BUILDING # 1360/1364 m < v IS MIRROR IMAGE) m o, BUILDING # 1380/1384 m SITE PLAN: BEING THE SAME PROPERTY CONVEYED TO STONE CREEK LIMITED IS MIRROR IMAGE) FRONT--25' MINIMUM --MILL CREEK DRIVE PARTNERSHIP, A VIRGINIA LIMITED PARTNERSHIP, BY DEED FROM GV =GAS VALVE v (BLDG. # 36MAGE) UHC = UNDER -BUILDING HANDICAP a > 9 91 9 IS MIRROR IMAGE) 9' FRONT--25' MINIMUM--SCOTTSVILLE ROAD HURT INVESTMENT COMPANY, A VIRGINIA CORPORATION, DATED PARKING SPACE 10' 7.5' 10.2' 10.2 10.1• 7.5' SIDE--15' MINIMUM JANUARY 23, 2002 AND RECORDED JANUARY 28, 2002, IN THE CLERK'S IF IRON FOUND m 7.5' , 10' 7.5' 7.5' iu m 7.5' 10.1' REAR--20' MINIMUM OFFICE, CIRCUIT COURT, ALBEMARLE COUNTY, VIRGINIA, IN DEED LP = LIGHT POLE it3' 20.3' � 0 9' 9 J m BOOK 2146, PAGE 189. OHE = OVERHEAD ELECTRIC LINE 1 - 20.3' 11.3' 174.E f 29.3' 20.3' - 'v 2p,3• 9' 11 183" T 18.3' 11.0' 20.3' -•i 20.3' 9 11,0' n> 18.3' HEIGHT REGULATIONS: OHC = OVERHEAD COMMUNICATIONS LINE 65' MAXIMUM; PROVIDED THAT ANY STRUCTURE PTV = PROPANE TANK VALVE EXCEEDING THIRTY-FIVE (35) FEET IN HEIGHT PWB = PET WASTE BOLLARD SHALL BE SET BACK FROM ANY STREET RIGHT-OF-WAY; METES AND BOUNDS DESCRIPTION: PWR = PET WASTE RECEPTACLE RCP = REINFORCED CONCRETE PIPE 45.4' o IN ADDITION TO MINIMUM YARD REQUIREMENTS, A d DISTANCE OF NOT LESS THAN TWO (2) FEET FOR EACH COMMENCING AT THE POINT OF BEGINNING, AN IRON FOUND AT THE NORTHEAST S = SIGN ONE (1) FOOT OF HEIGHT IN EXCESS OF THIRTY-FIVE (35) INTERSECTION OF STATE ROUTE 20 AND MILL CREEK DRIVE; THENCE ALONG MILL CREEK SDMH = STORM DRAIN MANHOLE 18.3 11.0, 1.0' 11.3 11.3' 26,9, DRIVE NORTH 64041'02" WEST, A DISTANCE OF 53.96 FEET TO AN IRON SET; THENCE SH = SIAMESE HYDRANT P 3a,8I FEET. O' NORTH 36°12'77" WEST, A DISTANCE OF 76.54 FEET TO AN IRON SET AT THE TB =TRAFFIC SIGNAL BOX 10.2'� g,5• > FLOOR SPACE AREA: BEGINNING OF A CURVE TANGENT TO SAID LINE; THENCE NORTHWESTERLY AND NORTHERLY TO = TRENCH DRAIN A DISTANCE OF 508.03 FEET ALONG THE CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF TP = TELEPHONE PEDESTAL NO RESTRICTIONS 512.96 FEET, A TANGENT LENGTH OF 277.04 FEET, A CHORD DISTANCE OF 487.52 FEET, A TR =TRANSFORMER ;O °'. n a1.e' 1O p i� CLUBHOUSE CHORD BEARING OF NORTH 07°49'55" WEST AND A CENTRAL ANGLE OF 56°44'421• TO UHC = UNDER -BUILDING c w #365 THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A AN IRON FOUND AT A POINT OF REVERSE CURVATURE; THENCE NORTHERLY A DISTANCE OF PARKING SPACE (HANDICAP) co 41,8'O TITLE REPORT PREPARED BY STEWART TITLE GUARANTY 466,98 FEET ALONG THE ARC OF SAID CURVE CONCAVE TO THE WEST HAVING A RADIUS OF UP = UTILITY POLE 9• COMPANY 632.96 FEET, A TANGENT LENGTH OF 244.69 FEET, A CHORD DISTANCE OF 456.46 FEET, A UPS = UNDER -BUILDING ORDER NO. KLT13-3174 CHORD BEARING OF NORTH 00°35'40" WEST AND A CENTRAL ANGLE OF 42°16'16" TO AN PARKING SPACES (STANDARD) 10.2' BUILDING # 1390 8.5' BUILDING # 1395EFFECTIVE DATE: MAY 31, 2013 IRON FOUND AT A PROPERTY CORNER SHARED WITH THE COUNTY OF ALBEMARLE SCHOOL WR = WASH RACK °1 Q 19.5' BOARD; THENCE WITH SAID PROPERTY AND LEAVING RIGHT OF WAY OF SAID MILL CREEK WS = WATER SPIGOT 29,,V 29.2' {11.3' 11.3, z1.a• PRIMARY PROPERTY ADDRESS FOR THIS PARCEL IS: DRIVE NORTH 06°25.11" EAST, A DISTANCE OF 569.39 FEET TO AN IRON SET; THENCE WMV - WATER METER VAULT o 1395 STONE CREEK LN NORTH 25°36'19" EAST, A DISTANCE OF 137.29 FEET TO AN IRON SET AT A CORNER WITH WV = WATER VALVE 45.4' WILLOW LAKE SUBDIVISION; THENCE WITH SAID SUBDIVISION SOUTH 58018'42" EAST, A WVB = WATER VALVE BOX OTHER ADDRESS FOR THIS PARCEL ARE: DISTANCE OF 903.19 FEET TO AN IRON FOUND ON THE WESTERN RIGHT OF WAY OF STATE O = CLEAN OUT 1230 PEBBLEBROOKE LN ROUTE 20; THENCE LEAVING SAID SUBDIVISION AND FOLLOWING NORTHERN RIGHT OF © = ELECTRICAL JUNCTION BOX 1234 PEBBLEBROOKE LN WAY OF STATE ROUTE 20 RIGHT OF WAY SOUTH 21°30'48" WEST, A DISTANCE OF 901.08 Q = FILTER BOX 1240 PEBBLEBROOKE LN FEET TO A VDH MONUMENT FOUND AT THE BEGINNING OF A CURVE CONCAVE TO THE LIGHT POLE 1244 PEBBLEBROOKE LN NORTHWEST HAVING A RADIUS OF 614.82 FEET, A TANGENT LENGTH OF 196.84 FEET, ®= TELEPHONE PEDESTAL 1250 PEBBLEBROOKE LN A CHORD DISTANCE OF 374,93 FEET, A CHORD BEARING OF SOUTH 38°35'40" WEST AND ■ = TRANSFORMER A CENTRAL ANGLE OF 35°30'19" TO AN IRON FOUND; THENCE SOUTHERLY AND 11 = TV CABLE PEDESTAL 1354 PEBBISTONE C ROEOEKELNN SOUTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 380.99 FEET TO AN IRON FOUND; ® = WATER VALVE (UNLESS OTHERWISE INDICATED) NOF�3o4 1354 STONE CREEK LN ATETHE BNCE �GINNINGUTH °OF3A CURVE CONCAVE TO2" WEST, A DISTANCE OTHESSOUTHEAST849 FEET OHAVINAN IGOA RADIUS OF N SET=xYARD DRAIN FENCE LINE / # R�COh,13 P 1360 STONE CREEK LN 2533.67 FEET, AN ARC LENGTH OF 36,31 FEET, A TANGENT LENGTH OF 18.15 FEET, E UNDERGROUND ELECTRIC LINE 1364 STONE CREEK LN A CHORD LENGTH OF 36,31 FEET, A CHORD BEARING OF SOUTH 55°53'20" WEST AND —FOC—= FIBER OPTIC CABLE / 1370 STONE CREEK LN A CENTRAL ANGLE OF 0°49'16"; TO THE POINT OF BEGINNING. CONTAINING 22.104 --T = UNDERGROUND TELEPHONE LINE 1374 STONE CREEK LN ACRES, MORE OR LESS, -•--.-= SANITARY SEWER LINE 1380 STONE CREEK LIN ------- WATERLINE 1384 STONE CREEK LN / 1385 STONE CREEK LN 1389 STONE CREEK LN 1390 STONE CREEK LN 360 STONE CREEK PT 364 STONE CREEK PT / 365 STONE CREEK PT 0 / 385 STONE CREEK PT / TMP 91-2 388 STONE CREEK PT COUNTY OF ALBEMARLE D.B. 338 P. 342 389 STONE CREEK PT SCHOOL BOARD AT&T EASEMENT D.B. 1740 P. 562 PLAT (EXCEPT. #6) D.B. 1740 P. 559 THERE ARE A TOTAL OF 513 PARKING SPACES > N25°36'19"E ON THE SUBJECT PROPERTY: 137.29' 280 REGULAR SURFACE PARKING SPACES MONTICELLO HIGH SCHOOL 203 REGULAR UNDERGROUND PARKING SPACES / ® W 24 HANDICAP SURFACE PARKING SPACES 6 HANDICAP 'UNDERGROUND PARKING SPACES ®® - - /�.x' x x x x O _ PERMANENT PARKING LOT x - ---x / �x----x--"—�� RETAINING WALL INK FFScNGj�x - - - -. P EASEMENT VI N �/ - UP _ D.B. 2374 P. 24-30 �� TTMP 91-2CIHE NAMELESS ONE, LLC _ ®l/ ®� / (EXCEPT. #14) x'/' NO 25 11 E �56g•3 NG W PLVa„ ^ TP a o ' D.B. 3977 P. 664 de/ / 'A VOGK LOT •� < D.B. 1933 P. 370 PLAT / x/ m D.B. 1933 P. 364 o SDMH x�l SL p{AL� pAR 1NG ACSA EASEMENT D.B. 1590 P. 418, 421 PLAT ® I SDMH x 15 B Asp 6 1s' D.B. 1817 R 35 D.B. 1572 P. 414 CENTRAL TELEPHONE II �j x /,x_-----�'i �pP Z .R '� p SH V )EXCEPT. #9) D.B. 1128 P. 304 ®® II SL/ / 4 p 3 P O D.B. 1128 P. 109 PLAT / v / D.B. 545 P. 149 '" 6 SH #1390 � / �,� LOt rn • • / D.B. 544 P. 443 PLAT ® ING • 1380 D.B. 513 P. 621 PLAT m N R�•RK p 1, H -6 S10R& 3 STOR OCK 8 / .� WILLOW D.B. 426 P. 255 PLAT w SDMH IF N m PS "tt GK AME APT, 30'X30' CENTRAL 4 RO ApT. BLD 438 LAKE \ D.B. 328 P. 383 PLAT s w TELEPHONE / � .� 2 S � 9` , 84 FRAME \NG EMP WITH 11 UPS 1 \ ®® EASEMENT / g6 t^ o #,3 gN 03 U G TP ®RIVE D.B. 2320 P. 230-241 S / 113 • • SH o NI D 2 UN / ACSA EASEMENT IEXCEPT. #12) / \ S 03g5 `� ACSA 1173 P. 146 ROCK IORY `' 3 1 _r 's ROCOA�105 \\ / 3 `� I\N \ 3 SS&p�RApAE ° 9 P�ME PpS' �\ \ P SMH,-,— CENTERLINE CENTRAL TEL, ESMT \\ ROCK BLDG• g138 pja \NG �` 4 _- w� ®® VARIABLE WIDTH PERMANENT (TYPICAL) S Apt 15 Ups gUIL�S Ups S S D KING LO>� 11 p UP R=512.96' SLOPE AND DRAINAGE EASEMENT D.B. 2485 R 20 i \ \ WITH WItN _S Lt pPR 1 15' VIRGINIA POWER A=508.03' w i� 0 D.B. 1590 P. 418 (EXCEPT, #15) SDMH / EMP EMP ASPS o^ x EASEMENT w G 15 S 0 SMH e- p . TOT D.B. 2353 P. 497-505 T=277.04' ,, ``� ` `# IEXCEPT. #8) 9 • LOT C=487.52' ®/ !®v ®a` �� / �� S , rr- • S 'ix (EXCEPT. #13) CB=N07°49'S5"W �® �I �.�� SDMH --� / MAINTENANCE �g'C --"�SD r _ __ -- • #13T0 DELTA= 56°44'42" CJ� G� ��Ji GRA BUILDING Mho j. ppR�N • 3 SZ OR& i / SDMH � w N64° 4W____-G 53.96.96' POINT OF -- BEGINNING A=36.31' T=18.15' C=36,31' CB=S55°53'20"W DELTA:. 0°49'16" `120, R GUARDRAIL i CONC. BLOCK OC \ �MH pNALIf — ROGK ApS. `• w RETAINING �eR ��TOT ° LU #'3j4 Ir g O\IAG 80.g I EDPLAND 11PROPERTIES, LLC WILLOW LAKE i IF EB WALLS ®®/� + LOT i� Q I ITN 23 UNG 0 D.B. 3919 P. 721 SUBDIVISION W AN4 Z D.B. 1222 P. 450, 451 PLAT D.B. 875 P. 47 w / �`7B8 RDgAiL Vq OOCrRl T6q n a / p EMP D rj ,BC 25' BSL - - - - - - -- '- PW DP'/9 TF� <L If V RKING LOT m k Out PERT \ _ — R=632.96' j'r / py gsp o s S n -- nSpNA\- pA 9 N ' — _ -A 436.98' /6„ PVc �'\9/iyyq< n HEADWAL L � _�- . � � M'S a nS \ T=244.69 W n T P ASPy � SUM � S 0 PVC ° SDMH — C=456.46' FM I ,S`` - ARK//VG LT • SDM S� + ° CB=N00 35'40"W TOT 89 LOi /36 " M S p • SH ES-1 ��-- DELTA= 42 i6'16" LOT 3 CRY / " • , #13 UP a\ ROOK RY DMH V STORY �!y GR T TMP 77E(1)-1-B / i -� ,cRA00To,9 S RgMF / S 3 OCK & j, SBD LAND PROPERTIES, LLC QU1tO APT, #3 g MAIL 1364 R M6 Ap D.B. 3919 P. 721 SH t'( wlT 6/All, 60 i' �!i / KIOSK $ FFA DING' UNG 48 05 W N G ES-1 gUIL 1 p D.B. 9173 P. 146 PLAT SDMH / ACTUAL LIMITS OF NFIP ' y /40�FNTT >,78 l9 [pr..V q ANO r U UPS /® �P u S 2 TD ITN 27 Ups Y O D.B. 1118 P. 213 / / REGULATORY FLOODWAY (rG s�C A�`'rP hC SO SDM \ '�� S M U �q �. I D.B. 875 P. 48 PLAT PER LOMA CASE# 93-03-1501A \\ 7'S „! �``Fi AT r E EMP X�\ �B ' \ SH ' �• S !' 0 --CCSS r � p� o / SFHA ZONE AE F OT " � O , 0 / FLOOD ZONE X (UNSHADED) S4 \ '• ' BRIDGE °DMH OCK�� � ITYP .,° LOT DP .,' PUTTING S58 18'42"E / G `�\ TMP 91-2C " �• � M � ) ES-1 6 PARKING � ° / S • `J� \ O �/ ASPHALT GREEN °O. ASPHALT \ \ \\\ 22.104 ACRES \" K/DD/E D �� CONC, „ o' 903.19' GREEUTTN COURT \\\----SPNgtT yyAtKG ZONED: R-)EBB Sp �� T�B n POOL\ �O �T09 `\ `; S�_GRATE WYPK =�� _ -- SDMH r W LL \ N cif \��lpJ} O .b O 2l L J/ DMH x + Pq �� 1c i TOT f UP 20' SANITARY SEWER 8 + Ty EBB S q GB q� $'YT , • SH LOX FLOOD ZONE X EASEMENT O� 1H TM"S 50 R GKRy GP TOT / •\ PUMP n \ \ 00� T °�SSQL� r� STORY #1350 x + (UNSHADED) D.B. (EXCEPT. 1) 15-22 AP q,1MF$ LOT �•., PWB n1 O S� 6" PV #1354 SCK ✓ (EXCEPT. #111 a / S BLO + + -�•, a SH Vj/ ;i / p APT FRAME BLOCK — o b / G, p \ \ \ �i \ �c \ TO BUILDING RETAINING �/ / �1 +J \ O POND u 0 n DES -ice 28 UPS CUR 254� S# APPROX LOCATION-ES-1 ,, d7 \` WITH WALLS — / D ONLY ES-'\ VARIABLE WIDTH \ T ° �'� GRATE\ EMP 152.87• rj®_- IS / I YP.) + CENTRAL TEL, ESMT V ♦ •\ D.B. 2320 P. 230__�--- \ \ , -•`, (EXCEPT. #12) /210 ES -1 VARIABLE WIDTH WATERLINE- 0 g �� \ , ) -8 / AND SANITARY SEWER EASEMENT �-• / / - - 9ro FOUNTAIN �/MFt-' D.B. 2767 P. 262, 267 PLAT osGRATE ASP gP'c)Q O/i '9Y rr WA -._ �>� / ` S (EXCEPT. #18) 5 - -- \A it LKiN \.. STAND LP \ ^�O \ � �O� @Cp D ES-1 O° AA ly -F� PIPES �\ '4 H 5 \ �..- SM �DR -T wS _�J H \ \ \ \ GUTTER ®�e9 �r24a l-9 \ \SMt H tj �. �-.- `.- �;•� \ \ ITYP.) WVB 0 J EMP 3 STORY ��\ ABANDONED 20' [� GRATE \ �\ \ SANITARY SEWER TB LP EMP /1230 FRAME k1234 Eg 1 �� OPWR GRILL O EASEMENT (NOT IN B \ \ .,� h, qA, W V M APT. BLDG. ES 1 p� D.B. 2255 P. 15-22 �o ,Y \ USE) tea. \ :CAp SH f \ -- O PICNIC _ (EXCEPT. #11) S56°23'3211W \ 9J qr S SMH / DM FA �� 00 N AREA / I D.B. 2048 P. 168, 172 PLAT 1/ P • I P 0 APPROXIMATE LIMITS OF NFIP UP 158.49' �6 FLOOD ZONE X FV M QO REGULATORY FLOODWAY (UNSHADED) 3 P 7 k �, RIP 0 PER FIRM MAP _ I IF m- x1 ( LP Z 0 TMP 77E(1)-1-A RAP NO. 51003C0426D Xk %%�--'-�' Up WILLOW LAKE PR w --- r,�-----'"f---..__.,� _ .p SFHA ZONE AE ,. I \ ` H ASPHALT PARKING LOT " SDM O oo �' b0 OWNE CIATICN NC. cn 1537 P. 83 D.B. 1001 P. 146 \\ �" SDM ,°,PW- 8 O 8I O 8 P ° FHROCK?)) Q oopo�•. _ S_iREAM,.- " _ WE ¢ 20' CENTEL EASEMENT SDMH SIGN S E -1 000-�.'_p00 �• ----� 25' BSL \-' a �pa�0---- -- / ----- -------------- - D.B. 1572 P. 411 0"* -- RIP RAP �L - O EPCO EASEMENT \\ v o SDMH N It o/ (EXCEPT. #17) s=' DITCH ' _ — — p p - — _— — — -- — — -- — _ — .. -- — q� U OHC HEADWALL 7 FOC `'-• 76' RESERVED R/ -- ,/'• m A ROX. LOCATION OF EASEMENT I . , S NO OVERHEAD LINE IN PLACE IF IN PIPE VARIABLE WIDTH PERMANENT �_ ; FOC FOC O FOC FOC O SIGHT EASEMENT MON SO S. 7SDMH D.B, 1590 P. 418 U (EXCEPT, #8) � LL z R=614.82' STATE RO fE 20 S21030'48"W A=380.99' TELEPHONE SCOTTSVILLE ROAD 901.08' TOTAL - T=196.84' EASEMENT C=374.93' D.B. 2485 P. 26-31 (EXCEPT. #16) (VARIABLE WIDTH) CB=S38°35'40"W OLD LOCATION OF DELTA= 35°30'19" D.B. 424 (EXCEPT. P. 261 VT&T EASEMENT #7) UP D.B. 338 P. 342 AT&T EASEMENT (EXCEPT. #6) D.B. 297 P. 193 VT&T EASEMENT (EXCEPT. #5) VICINITY MAP N.T.S. ARMORY SOUTH - SIDE SHOP. CNTR. MILL MHS WILLOW REEK , �} LAKE p M P TANDEM ..CO 2 FRIENDS �O SCHOOL P SITE L INC LN SURVEYING Innovation. Integrity. Vision. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 OFFICE. 434-974-1417 T O M. L I NCO L NIa7L I NC OL NS UR V E YI NG. C O M \DATA9\ 99\ 99008807—AA 13151.PRO 99-0088-07