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HomeMy WebLinkAboutSUB202200128 Plat - Approved 2022-09-01APPROXIMATE LOCATION OF AREA WITHIN ZONE A (100 YEAR FLOOD PLAIN) KEY MAP SCALE: 1" = 800' O 7 . U v BRIAN S. RAY Lic. No. 002281 04/05/2022 4 SUR� APPROVED FOR RECORDATION : AGEKT FOR THE'BOARD OF SUPERVISORS ' DATE THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND, REVISED T.M.79-10,CONTAINING 108.05 ACRES & REVISED TRACT 2, CONTAINING 12.08 ACRES,IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNER(S), PROPRIETORS,AND/OR TRUSTEES,IF ANY. FOR: ALBEMARLq EDGEHILL FARM,LLC STATE OF VIRGINIA 1 ..EI-T�Y/COUNTY OF AI�,�Ma�l THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS .21 DAY OF Al)nd-d 2022 0 BY: - ���� moLPAJ 6a461'x FOR: LBEMARLE EOGE,,��H��ILL FF RM, LLC NOTARY PUBLIC: Au, l �LK3%r4� I D # I c& MY COMMISSION EXPIRES: Cf 301 %;2 ,�uulull�ii M0N REGISTRATION NO.'. 187571 - 'MY COMM. EXPIRES;' 09/30/2022 •.o 0 1. V R G+N�P.\G Tq RIY Ipv��,\\��� NOTARY SEAL THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE CORRECT AND IN ACCORDANCE WITH 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. T.M.79-10,10A,5A AND TRACT #2 ARE ZONED RA(FLOOD HAZARD OVERLAY & ENTRANCE COORIDOR). B. T.M.79-10 HAS 5 DEVELOPMENT RIGHTS(TRACT #1- LOD200700054), TRACT #2 HAS ONE DEVELOPMENT RIGHT(LOD200700054), T.M.79-10A HAS 5 DEVELOPMENT RIGHTS(TRACT #3-LOD200700054) AND T.M.79-5A HAS 5 DEVELOPMENT RIGHTS. C. REVISED TRACT 2 HAS ONE DEVELOPMENT RIGHT(DERIVED FROM LOD200700054-TRACT #2)AND MAY NOT BE FURTHER DIVIDED. 0. THE RESIDUE OF T.M.79-5A RETAINS 5 DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL NOT TOTAL MORE THAN 31 ACRES. E. REVISED T.M.79-10 RETAINS 5 DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THEY SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES AND SHALL NOT TOTAL MORE THAN 31.00 ACRES. F. REVISED T.M.70-10A RETAINS 5 DEVELOPMENT RIGHTS AND MAY BE FURTHER DIVIDED. WHEN USED THAY SHALL BE WITHIN THEIR DECEMBER 1980 BOUNDARIES AND SHALL NOT TOTAL MORE THAN 31.00 ACRES. G. SETBACK REQUIREMENTS: FRONT= 75'; SIDES= 25'; & REAR = 35'. H. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA,REVISED TRACT 2,REVISED T.M.79-10,REVISED T.M.79-10A AND THE RESIDUE OF T.M.79-5A,EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. I. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA,THIS PROPERTY IS NOT LOCATED WITHIN A WATER SUPPLY WATERSHED. J. ACCORDING TO THE ALBEMARLE COUNTY GIS DATA,THIS PROPERTY IS NOT LOCATED IN AN AG -FORESTAL DISTRICT. K. UNDER CURRENT COUNTY POLICY,PUBLIC WATER AND/OR SEWER SERVICE WILL NOT BE AVAILABLE TO THIS PROPERTY. L. THE APPROXIMATE LOCATIONS OF THE STREAMS AND STREAM BUFFERS SHOWN HEREON WERE TAKEN FROM THE ALBEMARLE COUNTY GIS DATA AND SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. NOTES: 1. OWNER (S) & ADDRESS: T.M.79-10,10A, 5A AND TRACT #2(LOO200700054) ALBEMARLE EDGEHILL FARM,LLC P. 0. BOX 5, KESWICK, VA 22947 2. ACREAGES BEFORE THIS BOUNDARY LINE ADJUSTMENT: T.M.79-10 = 684.60+/- ACRES (AS PER TAXATION RECORDS) LESS TRACT #2 = 684.10+/- ACRES T.M.79-10A= 173.80+/- ACRES (AS PER TAXATION RECORDS) T.M.79-5A = 485.90+/- ACRES (AS PER TAXATION RECORDS). TRACT #2 = 0.50 ACRE 3. THE BOUNDARY DATA SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. 4. T.M.79-10 IS SUBJECT TO THE FOLLOWING: A. A SITE LEASE AGREEMENT TO NCWPCS MPL 28 -YEAR SITES TOWER HOLDINGS LLC AS DEFINED IN D.B.5152-755. B. EASEMENTS TO VIRGINIA ELECTRIC AND POWER COMPANY(D.B.2024-529,D.B.1029-50 & D.B.260-387). C. A 15'GAS LINE EASEMENT TO CITY OF CHARLOTTESVILLE(D.B.1234-365). D. A 20'WATER LINE EASEMENT TO ALBEMARLE COUNTY SERVICE AUTHORITY(O.B.1235-35). E. AN EASEMENT TO VIRGINIA TELEPHONE & TELEGRAPH COMPANY(O.B.434-306). F. EASEMENTS TO VIRGINIA PUBLIC SERVICE COMPANY(O.B.232-392,0.B.197-322 & D.B.197-243). 5. T.M.79-10A IS SUBJECT TO THE FOLLOWING: A. A 15'GAS LINE EASEMENT TO CITY OF CHARLOTTESVILLE(D.B.1234-365). B. AN EASEMENT TO VIRGINIA ELECTRIC AND POWER COMPANY(D.B.260-388). 6. T.M.79-5A IS SUBJECT TO A 15'GAS LINE EASEMENT TO CITY OF CHARLOTTESVILLE(O.B.1234-365). 7. NO TITLE REPORT FURNISHED. ALL RECORDED EASEMENTS KNOWN BY ME ARE SHOWN OR NOTED HEREON. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES,EASEMENTS AND/OR COVENANTS THAT MAY EXIST. GL BOUNDARY LINE ADJUSTMENT PLAT REVISED T.M.79-10,CONTAINING 108.05 ACRES, REVISED T.M.79-10A,CONTAINING 738.67+/- ACRES AND REVISED TRACT 2(LOD200700054),CONTAINING 12.08 ACRES THE PROPERTIES OF ALBEMARLE EDGEHILL FARM,LLC LOCATED ON INTERSTATE 64, U.S.ROUTE 250(RICHMOND ROAD)AND STATE ROUTE 22(LOUISA ROAD) AT SHADWELL RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY,VIRGINIA SCALE: AS SHOWN DATE: APRIL 5,2022 FOR ALBEMARLE EDGEHILL FARM,LLC ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP, EFFECTIVE DATE FEBRUARY 4, 2005 - + (COMMUNITY PANEL 510006 02950) . r r �r T.M.79-5A PARCEL A `\ ALBEMARLE EDGEHILL FARM,LLC _ D.B.4548-326 �- D.B.326-178 & 179 PLAT \ o RESIDUE= 485.50+/- ACRES /' Z 0 i 100, STREAM \ CD BUFFERS 1 _ � � I � 100' J I STREAM BUFFERS I + � + 100' I + T.M.79-10 STREAM I ALBEMARLE EDGEHILL BUFFERS ' FARM,LLC ' ' + D.B.3603-703,710 PLA I i + O.B.3364-522 1 D.B.128-89 PLAT T.M.79- 5B I , D.B.125-69 PLAT / I D.B.125-66 PLAT I ' D.B.125-65 PLAT I I ti: Q3 (PORTION OF (PORTION OF ' T.M.79-10 T.M.79-10A I ' + 573.85+/- ACRES); 164.82+/- ACRES)l i + J � i i \ 100, REVISED I ' STREAM BUFFER T.M.79-10A � • \ / .738.67+/- ACRES" STREAM (BY ADDITION v BUFFER & DEDUCTION i `� ► -� FROM TAXED ' ' ACREAGES) ISTREAM 100, i BUFFER STREAM BUFFER + 100' / I + STREAM STREAM•. IBUFFER i� BUFFER ++ / + - STREAM + ' / + BUFFER + ' STREAM BUFFER I / 100' + �� STREAM + \ ' BUFFERS "''''"' + REVISED / T.M.79-10 /. 108.05 ACRES STREAM TOTAL BUFFER RTION OF( XNrFASrq PO M 79- 0 64 99.07 ACRES \ 9��T\ F REVISES TRACT 2� (LOD200700054) 12.08 ACRES TOTAL T.M.79-BA STREAM \+ BUFFER +\ PORTION OF + T.M.79-10A + 8.98 ACRES \ E 22 S SHEET 1 OF 5 15000 0 I LEGEND: BEARING DISTANCE N56°09'50"W 56.44 N64°36'03"W 35.74 N46°34'43"W 38.02 N13°36'57"W 53.74 NO2°56'29"E 49.92 N27°35'12"W 58.47 N19°53'42"W 58.67 N22°49'35"E 31.00 N14'42`40"W 138.96 N11°48'04"W 132.00 N09'26'56"E 165.00 N23°41'56"E 214.50 N10°26'56"E 138.60 N39°28'00"W 39.74 N45°10'05"W 56.71 N29 °41' 17"W 54.20 N84°27'07"W 18.50 N31°31'23"W 26.60 N06 °31 ' 58"E 13.61 N24°15'44"W 45.64 NOO*34'42"El 14.29 AW AUTOMATIC WATERER ' POND REVISED T . M . 79-10A Co CLEAN OUT -x- FENCE 738.67+/- ACRES FC FILL CAP I (PORTION OF (BY ADDITION AND DEDUCTION FH FIRE HYDRANT T.M.79-10 FROM TAXED ACREAGES) (PORTION OF i FOC FIBER OPTIC CABLE MARKER 573.85+/- ACRES) T.M.79-10A GM GAS METER 100' i i 164.82+/- ACRES) I IF IRON FOUND \-STREAM IS IRON T BUFFER I �- MH MANHOLE \ �` •; �i -d'- OVERHEAD UTILITY LINE �� �'•; �� I P POLE 1 PED PEDESTAL �� `9.••.To i SD SATELLITE DISH \ ; 100 ' z To' :9 TP TELEPHONE PEDESTAL 1 BUWB WATER UTILITY BOX FFER m� YH YARD HYDRANT EXISTING BOUNDARY LINES ..,..,..• T . M . 79-5A I HEREBY EXTINGUISHED PARCEL A "" (485.90+/- ACRES) Q APPROXIMATE LOCATION OF ALBEMARLE EDGEHILL FARM,LLC / I AREA WITHIN ZONE A D.B.4548-326 -� POND 000 YEAR FLOOD PLAIN) D.B.326-178 G 179 PLAT / T.M.79-10 ACCORDING TO THE FEMA ' ALBEMARLE EDGEHILL FARM,LLC I FLOOD INSURANCE RATE 485.90+/- ACRES ` / D.B.3603-703, 710 PLAT U'� ••�'•. MAP, EFFECTIVE DATE -0.40 ACRES I D.B.3364-522 q FEBRUARY 4.2005 D.B.128-89 PLAT Fq (COMMUNITY PANEL RESIDUE= 485.50+/- ACRES i D.B.125-89 PLAT �9 `J' \ 510006 0295D) . © (BY DEDUCTION FROM TAXED ACREAGE) ` POND /' D.B.125-66 PLAT OF,cFq ��•'•� BEARING DISTANCE N26'52'22"E 61.29 NO2 °07' 38"E 157, . 58 N39°00'09"W 20.67 N06°53'24"W 22.69 N45°45'33"W 48.80 N05°07'55"W 3$.43 N20°46'42"W 70.73 N09 °00 ' 06"E 21.16 N41 °16' 11"E 8.31 N12'32'57"W 20.36 N63°58'28"E 4.19 N08°23'32"W 18.34 N56°59'20"W 4.70 N08°02'16"W 25.68 N26°07'10"W 16.20 S82'02'57"W $.16 N65'15' 19"W 4.56 N05°41'03"W 10.28 N21°20'49"W 20.02 N16°56'39"E 18.59 NO2'46'40"E 3�.77 D.B.125-65 PLAT •, o- o UNIROADVEDI 4 1 rn 11 T. M. 79-10A \� I�� Q� S78 °00 ' 00 " E �1 ALBEMARLE � c�\ N8 59 62 9 E 35.00' ° 1 c EDGEHILL FARM, LLC u N64 45'01"E 1 ,' O.B.3364-522 \ I �� a 11 S12°00'00"E -394 PLAT 144.92' N55 °38'53"E S6°58'51 " E 11 130.00S82 °00 ' 00 " ' \ 93.26 ' 216.09' coit i 1 175:00' i ICA I CATTLEGUARD 1 P Cf ` > UNIMPROVED C'� C5 IS / S78 °18' 37"E i _ =� ROAD i ------ - _-- 33.05' ---- IS �• I _ _� BLOCK EDGEHILL DRIVE PUMP HOUSE �'6; GRAVEL ROAD Q \ i �� _ i 3g, AW P o S05 °27' 51 "E �J� . ......'� ¢ Ii q6, 325 �F P�j F O�popo 78.61 'Q �.::::::::::::::::::::::::::: o E 2 E� O o' �P ................ z wM IN p'SCP�� IMPROVEMENTS DETAIL P�0000 po 0o WELL CD STREAM 1� �C ON SHEETS 4 & 5 Q ,o 0 o BLOCK BUFFER IS Z�`P�`c / OUFFEQ' �` ,�� �o�p�`� PUMP HOUSE wrs S31 °48' 55„E..-:,.�... ,► 7' • U' UNDERHILL o po 5 ° p LANE I h� 2hoo /. - / 1 8 - .::. ='. o __ ` VDH \ \ ° O .... . MON ............... h } / GRAVEL �\ ISM �. DRIVE \ 1S ` J 1 N 100 POND / ' STREAM STREAM \ BUFFER r g •sq \ ..:( / EpGFy : a BUFFER v ly ....:: ....... /' j o gRIVE 4V EDGEHILL DRIVE ` // GRAVEL ROAD 1g / FO ROADHol :::.::r: `v 50.96 a; S19°07'00"W 158.90' STEPS IS PS _ �• E k/�i� ROUND CONCRETE CASING m .. \ N06°09'44"W k PORTION OF \\ :L- S13'00'00"W 100.00' 291.93' l 'q08 CONCRETE WATER TROUGH T.M.79-10 �\ w oo� S72 °47 ' 23 "E FENC Sq " 99.07 ACRES \ o z Q a .... o� \ 290.00' S72 °47' 23"E VD c" tir�co S10 °00' 00"W 125.00' VDH 10.59 ' MON N73 °30FFNCF G l -o MON / S6136.11' E 53 W 60 \� �'' S06°30'00"W 190.00' N17 °32'30"E + S86 8. 1 14"E 0 �1 VDH TP VDH REVISED T. M. 79-10 - 18.16' 39.47' k MON N7g'46• MON VDH S00°00'00"W 60.00' VDH S86°20'14"E 18" LINE BEARING DISTANCE MON c10 150.74' 554.64 ' W NzMON 108.05 ACRES s IS AT - L1 N73°29'35"W 92.97 P < S7 0, rNT 1-49. '23„ TOTAL �6' 50.00' -/- L2 N82'18'20"W 76.70 PORTION OF IS �� �o MOH 2°41 68, 8.431_VA91A S7ATF 9 8�' w TP -�- 2 VDH° MAILBOXES & lyI 6 L3 N56 41 03 W 291.59 T.M.79-5A 0.40 ACRE SEE DETAIL ON SHEET 3 L4 N55°22'58"W 146.52 L5 N60'11'34"W 257.61 L6 N57°31'22"W 372.56 L7 N57°31'22"W 278.21 L8 N57°31'22"W 1.90 L9 N06°09'44"W 98.81 L10 S24°21'31"E 141.11 L11 S29°55'19"E 68.93 LB r AFV 8 j ywY ° TN R 4 N66 , PAVED P �6 12 (�OQS�Q FFNC Z6 MON S VDH8- V,166 SO 1g,. FFN MH P l �`-'/ S� A� o �ROa RAW ZgF CN TRACT #2 ROAD FOC • 08 Z00%TA'gL' 6S Sg. & 167 W gOq cF MH LID IS �PgLE 81-316 0.50 ACRE q o %� 42 1 q>, LID C1 (LOD200700054) GRAVEL CRF19 o054 < B.0,1 S76°40'24"E l VDH P CZ IS & p.6 SEE DETAIL ENTRANCE TP FOC j'� VDH 187.55' VDH i MON A PED ON SHEET 3 TP P T,q� MON MON IS S74 '28' 42"W O O & FOC PORTION OF IF P VDH 70.00' LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 7°27'36" 1301.72 169.48 84.86 169.36 S70°44'55"W C2 3°52'07" 1301.72 87.89 43.96 87.88 S65°05'03"W C3 12*39'52" 521.06 115.17 57.82 114.94 N61°58'49"E C4 30°25'36" 258.17 137.10 70.21 135.49 N70°51'41"E C5 51*16'08" 317.70 284.28 152.45 274.89 S89'36'55"E C6 72°50'46" 125.49 159.54 92.59 149.01 S41°53'14"E C7 26'21'05" 556.81 256.09 130.35 253.84 S18°3B'23"E C8 50°55'56" 179.65 159.70 85.56 154.49 S06°20'57"E C9 1°07'45" 2839.79 55.97 27.98 55.97 N66°08'37"W C10 12'55'34" 1472.50 332.20 166.81 331.50 N63°59'09"W .B •,9 • S <5 IS _ N72 °32' 13"W MO PED IS WB T.M.79-10 -� 149.91' 1.4 I?t, 9 11. 18 ACRES IF PAVED �6 40 lq yy Oo P IS S14 °34' 53"W 40.09' N87 °34' 59"W ROAD ? O etiwyF°�o�9 q s <4 P WB L3IS IS IS S57 °O8' 51"W 231.22' 241.28' c'�'O l T� O o P IS S63 °08' 59"W 6\48j >9�h' FOC 'O S43 °48' 02"W 181.55' 178.56' 6 T'S , 9G�0 9 L2 IS S26 °20' 08"W 40.78' THE CHARLOTTESVBILLE FIRST SCALE: 1 = 300 61 90 �1 CHURCH OF THE NAZARENE DATE: APRIL 5, 2022 e11 j "90 FOC D . B . 3603-703, 710 PLAT 16 GRAPHIC SCALE 1"=300" ROGER W.RAY 6 ASSOC., INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 0 300 600 900 GL RAYSURVEYING.COM �I I, SHEET 2 OF 5 15000 , i T.M.79-5A r VDH o INTER MON k 3� ° / 10064 T.M.79-10 N17°32'30"E 2 Q k STREAM 23„Lo 39.47' E 2 F BUFFER S72°47'23"E ' VOH 290 �'LC 10VDH MON •WB 0� MOH S66°08'45"E FH 136.11' c MH P VOH 1� LID k MON S86 °20' 14"E • 18.16' PORTION OF •WB :CD Ia VDH\ ' i T.M.79-5A .J � ' M 0 N 0.40 ACRE �P F-- 100•'o S86 °20' 14"E I `� MAILBOXES STREAM BUFFER ''� 150. 74 'is L8 ��,,:,y UNDERHILL I SITETRA\ o O LANE 0.50CACRE �!• T 2�� m� '4F EOGEHILL (LOD200700054) F9yF4 0 640�Q '�`` DRIVE •S 20 0 T pBO0 5T r qC FS 250 LOUISA T < TO 4 QJ `Jn N T R RICHMOND RpILR0A0 ROAD O ROAD 4 DETAIL SCALE: 1" = 100' TABULATION: RESIDUE T.M.79-5A: 485.90+/- ACRES -0.40 ACRE(AODEO TO REVISED TRACT 2) 485.50+/- ACRES (BY DEDUCTION FROM TAXED ACREAGE) REVISED T.M.79-10: 684.60+/- ACRES -0.50 ACRE(TRACT #2 - LOD200700054) = 684.10+/- ACRES(BY DEDUCTION FROM TAXED ACREAGE) - 573.85+/- ACRES(ADDED TO T.M.79-10A) + 8.98 ACRES(AODED FROM T.M.79-10A) 11.18 ACRES(ADDED TO REVISED TRACT 2) 108.05 ACRES TOTAL REVISED T.M.79-10A: 173.80+/- ACRES - 8.98 ACRES(ADDED TO T.M.79-10) +573.85+/- ACRES(ADDED FROM T.M.79-10) 738.67+/- ACRES TOTAL REVISED TRACT 2: 0.50 ACRE (TRACT #2 - LO0200200054) +0.40 ACRE (ADDED FROM T.M.79-5A) +11.18 ACRES(ADDED FROM T.M.79-10) 12.08 ACRES TOTAL SHADWELL 250 - RICHMOND ROAD VICINITY MAP - SCALE: 1" = 2000'+/- DATE: APRIL 5, 2022 GL ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM A,k ()-- SHEET 3 OF 5 15000 WB BLOCK BUILDING FRAME YH BUILDING FRAME BUILDING FRAME BUILDING (RUN-IN) LEGEND: AW AUTOMATIC WATERER CO CLEAN OUT —x— FENCE FC FILL CAP FH FIRE HYDRANT FOC FIBER OPTIC CABLE MARKER GM GAS METER IF IRON FOUND IS IRON SET MH MANHOLE —l— OVERHEAD UTILITY LINE P POLE PED PEDESTAL SD SATELLITE DISH TP TELEPHONE PEDESTAL WB WATER UTILITY BOX YH YARD HYDRANT EXISTING BOUNDARY LINES HEREBY EXTINGUISHED GRAPHIC SCALE 1"=50' 0 50 100 150 FH • CONCTETE I CASING 1 P STEP 1-STORY FRAME & BLOCK GARAGE STEP • WB YH BRICK STONE WALK DECK TP STEPS GM 2 STORY FRAME & BRICK SIGN WITH (#2989) BSMT . CONCRETE PAVED ROAD MH • orb ROUND \ PAVED LID CONCRETE DRIVE CASING O BRICK STEPS CONCRETE YH• •TP WB** BRICK BLOCK STONE STONE ,-STEPS WA.LK BLDG . J J a 3 STONE ROCK a � WALK WALLS 3 w BRICK BRICK Y GRAIN 3 H BIN WALK • Jm STONE Ca YH WALK i- CONCRETE WALL BRICK WALL BRICK BUILDING - (POOL PUMP HOUSE) CONCRETE BRICK COLUMNS SIGN (#2987) • STONE 2-STORY BRICK & FRAME WITH BRI( BASEMENTWSTEF & ---I STEPS STEPS BRICK PATIO BRICK WALK BRICK —COLUMNS—Z",') BRICK YH BRICK WB WALL � CONCRETE POOL CONCRETE BRICK WALK STEPS BRICK ROCK ROCK COLUMNS BRICK COLUMNS PAVED ROAD AW • IMPROVEMENTS DETAIL SCALE: 1" = 50 DATE: APRIL 5, 2022 ROGER W.RAY & ASSOC.,INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 RAYSURVEYING.COM GRID NORTH VA-S SPC L SHEET 4 OF 5 LEGEND: AW CO —x— FC FH FOC GM IF IS MH P PED SD TP WB YH AUTOMATIC WATERER CLEAN OUT FENCE FILL CAP FIRE HYDRANT FIBER OPTIC CABLE MARKER GAS METER IRON FOUND IRON SET MANHOLE OVERHEAD UTILITY LINE POLE PEDESTAL SATELLITE DISH TELEPHONE PEDESTAL WATER UTILITY BOX YARD HYDRANT EXISTING BOUNDARY LINES HEREBY EXTINGUISHED AW • GRID NORTH VA-S SPC WEEK l'- P m AW • WBY% CONCRETE coy FD v �-• `~ CONCRETE FRAME METAL BUILDING CONCRETE P PAD P STEP DECK 1-STO STUCCO 1�� CONCRETE / � LID / r- — CO �✓ BRICK WALK & STEPS SIGN �(#3007) PAVED ROAD GRAVEL *SD 7/1 1� I Iwl W. WB CONCRETE l�l WB Iml I �-13 P ry I Aq�Fp Zm / GRPv I DIESEL 1 PUMP qp YH _ / FC 1 / GAS FH (PUMP • I FC // I GRAVEL CONCRETE / CONCRETE FRAME CONCRETE / \y\ BUILDING P I -STY. CONCRETE FRAME WALK / Iml #3013) I � GRAPHIC SCALE 1"=50' GRAIN 1 1 BIN 1 I l I YH I I CONCRETE 0 50 100 150 it _ � _1 aoW IMPROVEMENTS DETAIL SCALE: I" = 50 DATE: APRIL 5, 2022 ROGER W.RAY & ASSOC., INC. 663 BERKMAR COURT CHARLOTTESVILLE,VIRGINIA 22901 TELEPHONE: (434) 293-3195 GL RAYSURVEYING.COM SHEET 5 OF 5 15000