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HomeMy WebLinkAboutSUB202100167 Plat - Revision 2022-09-15VICINITY MAP (1" = 2000') COURTESY ALBEMARLE CO CIS NOTES: 1. THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT THEREFORE NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON AND SAID PROPERTY MAY BE SUBJECT TO INFORMATION DISCLOSED ON A TITLE REPORT BY A LICENSED ATTORNEY. 2. ALL DEED AND PLAT REFERENCES SHOWN ARE RECORDED IN THE OFFICE OF THE ALBEMARLE COUNTY CIRCUIT COURT CLERK. 3. FOR ALL PARCELS SHOWN HEREON, THIS PLAT HAS BEEN PREPARED FROM AN ACTUAL FIELD SURVEY PERFORMED AS PER THE DATE OF THIS PLAT USING MONUMENTS FOUND TO EXIST AT THE TIME OF THIS SURVEY, THERE ARE NO VISIBLE EASEMENTS OR ENCROACHMENTS EXCEPT AS SHOWN, SUBJECT TO NOTE 1. 4. THE AREA SHOWN HEREON IS LOCATED IN ZONE "X" AND DOES NOT FALL WITHIN FLOOD HAZARD ZONE "A" FOR A 100 YEAR FLOOD AS SHOWN ON FEMA MAP NOS. 51003CO229D & 51003CO235D, EFFECTIVE DATE FEBRUARY 4, 2005. THIS DETERMINATION HAS BEEN MADE BY GRAPHIC METHODS, NO ELEVATION STUDY HAS BEEN PERFORMED AS A PORTION OF THIS PROJECT. 5. ALL PARCELS PART OF THIS SUBDIVISION ARE ZONED R6 RESIDENTIAL. THE AREA OF TMP 56A2-01-62 IS SUBJECT TO THE REZONING AND PROFFERS RELATED TO ZMA 2021-00015 AND ZMA 2016-00005. THIS AREA IS SHOWN SPECIFICALLY ON SHEET V2 OF THIS PLAT. 6. ONLY ONE DWELLING UNIT PER PARCEL, EXCEPT FOR AREA DESIGNATED AS "APARTMENT BLOCK". 7. EACH LOT CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 8. THESE PARCELS DO NOT LIE WITHIN AN AGRICULTURAL -FORESTAL DISTRICT. 9. THESE PARCELS LIE WITHIN THE LICKINGHOLE CREEK WATER SUPPLY WATERSHED. 10. THERE ARE NO KNOWN IDENTIFICATIONS OF GRAVES, OBJECTS, OR STRUCTURES MARKING A PLACE OF HUMAN BURIAL ON THE SUBJECT PROPERTY. 11. THE STREAM BUFFERS SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE WATER PROTECTION ORDINANCE OF ALBEMARLE COUNTY. 12. ENTRANCE CORRIDOR ZONING OVERLAY APPLIES TO TMP'S 56-57D AND 56A2-01-62. MANAGED STEEP SLOPES OVERLAY DISTRICT APPLIES TO TMP 56-57D AS SHOWN HEREON SHEET V2. 13. ALL ACSA EASEMENTS ARE TO BE CENTERED ON AS -BUILT LOCATIONS. 14. A MINIMUM OF 6 DWELLING UNITS WILL BE REQUIRED TO BE DESIGNATED AS AFFORDABLE DWELLINGS FOR THIS PLAT AND AFFORDABLE DWELLINGS ARE SUBJECT TO SECTION 18-16.4.3 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 15. ALL NEW PUBLIC RIGHTS -OF -WAY SHOWN HEREON ARE DEDICATED TO ALBEMARLE COUNTY FOR PUBLIC USE. 16. ALL SIGHT DISTANCE EASEMENTS SHOWN HEREON ARE DEDICATED TO PUBLIC USE AND SHALL BE KEPT CLEAR OF VISUAL OBSTRUCTIONS, INCLUDING, BUT NOT LIMITED TO FENCES, STRUCTURES AND LANDSCAPING. 17. ALL OPEN SPACES AND PRIVATE DRAINAGE EASEMENTS SHALL BE OWNED, CONTROLLED AND MAINTAINED BY THE HOA, EXCEPT WHERE OTHERWISE SHOWN. 18. ON SEPTEMBER 28, 2021, THE PLANNING COMMISSION APPROVED A VARIATION REQUEST WITH SUB202100060 FOR THE THE SIDEWALKS AND PLANTING STRIPS ALONG THE PROPOSED PRIVATE STREET (SHOWN HEREON AS HUMBOLT ST), SUBJECT TO THE FOLLOWING CONDITIONS: 18.1. DESIGN OF SIDEWALK AND PLANTING STRIPS MUST BE IN ACCORD WITH THE PROVISIONS OF SECTION 14-422, WITH THE EXCEPTION OF THE LOCATION OF THESE ELEMENTS WHICH MAY BE LOCATED IN GENERAL ACCORD WITH THE LAYOUT SHOWN FOR LOTS 56-65 AND LOTS 86-97, AS SHOWN ON THE PRELIMINARY PLAT TITLED "GLENBROOK AT FOOTHILLS - PHASE III, INITIAL SITE PLAN & PRELIMINARY PLAT PREPARED BY COLLINS ENGINEERING, LAST REVISED MAY 20, 2021. 18.2. A MAINTENANCE AGREEMENT FOR THE SIDEWALKS AND PLANTING STRIPS ASSOCIATED WITH THE PRIVATE STREET MUST BE RECORDED WITH THE FINAL PLAT. 19. UNLESS SPECIFICALLY DENOTED AS PUBLIC, THE STREETS AND OTHER REQUIRED IMPROVEMENTS IN THIS SUBDIVISION ARE PRIVATE IN NATURE AND WILL NOT BE MAINTAINED BY EITHER THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR ANY OTHER PUBLIC AGENCY. THE MAINTENANCE THEREOF IS THE MUTUAL OBLIGATION OF THE AFFECTED LOT OWNERS. FAILURE TO MAINTAIN THE IMPROVEMENTS IN SUBSTANTIALLY THE SAME CONDITION AS ORIGINALLY APPROVED BY THE COUNTY MAY CONSTITUTE A VIOLATION OF COUNTY ORDINANCE(S). 20. VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO THE EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE. 21. LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN AREA BETWEEN 2 AND 7 FEET ABOVE GROUND AS A CLEAR ZONE TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. THE HOA WILL BE RESPONSIBLE FOR THE MAINTENANCE OF SIGHT LINES. 22. ALL PRIVATE SIDEWALK EASEMENTS AND PRIVATE PLANTING STRIP EASEMENTS SHOWN HEREON ARE OWNED BY THE HOA AND ARE TO REMAIN OPEN TO PUBLIC ACCESS. 23. PRIVATE WALL EASEMENTS SHOWN HEREON ARE OWNED BY THE HOA. 24. SPECIAL NOTES: a) ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). b) THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. c) THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). d) THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. SURVEYOR'S STATEMENT I HEREBY CERTIFY THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, ALL REQUIREMENTS OF THE BOARD OF SUPERVISORS AND ORDINANCES OF ALBEMARLE COUNTY, VA REGARDING THE PLATTING OF SUBDIVISIONS WITHIN THE COUNTY HAVE BEEN COMPLIED WITH. STATEMENT OF TITLE TMP 56A2-1-62 THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018 AND RECORDED AT D.B. 5039 PG. 66 AND TO THE BEST OF MY KNOWLEDGE THIS LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. STATEMENT OF TITLE TMP 56-57D THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018 AND RECORDED AT D.B. 5039 PG. 66 AND TO THE BEST OF MY KNOWLEDGE THIS LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. AREA SUMMARY TMP 56-57D (AREAS 1 & 2) 9.722 AC TMP 56-5781 9.314 AC TMP 56A2-01-62 (AREAS 1 & 2) 1.890 AC TOTAL PRIVATE LAND AREA 20.926 AC EXISTING PUBLIC UNDEDICATED R/W 1.043 AC TOTAL AREA TO BE SUBDIVIDED 21.968 AC TOTAL AREA TAKEN FROM EXISTING PUBLIC R/W 0.043 AC TOTAL AREA DEDICATED TO NEW PUBLIC R/W 3.623 AC OPEN SPACE A 0.422 AC STATEMENT OF TITLE TMP 56-57B1 OPEN SPACE B 0.429 AC OPEN SPACE C 0.206 AC THE LAND SHOWN WAS OBTAINED BY GLENBROOK LLC BY DEED DATED 4/27/2018 OPEN SPACE D 0.044 AC AND RECORDED AT D.B. 5039 PG. 75 AND TO THE BEST OF MY KNOWLEDGE THIS OPEN SPACE E 0.085 AC LAND MEETS ALL THE REQUIREMENTS REGARDING THE PLATTING OF SUBDIVISIONS. OPEN SPACE F 4.843 AC TOTAL OPEN SPACE 6.029 AC STATEMENT OF CONSENT TO DIVISION (TMP 56-57C & 56-57D) THE PLATTING OR DEDICATION OF THE FOLLOWING DESCRIBED LAND KNOWN AS TAX MAP PARCELS 56-57B1, 56A2-1-62 & 56-57D, ACCORDING TO COUNTY RECORDS AS SHOWN DESCRIBED MATH REFERENCES ABOVE, IS WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES, IF ANY. GLENBROOK LLC AGENT REPRESENTATIVE STATE OF VIRGINIA COUNTY OF ALBEMARLE TO WIT: THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY ON BEHALF OF GLENBROOK LLC THIS __ DAY OF __ 20_. MY COMMISSION EXPIRES: APARTMENT BLOCK 0.935 AC FUTURE DEVELOPMENT 2.162 AC PRIVATE R/W (HUMBOLDT STREET) 0.181 AC PRIVATE ALLEYS 0.698 AC TOTAL AREA IN NEW LOTS 8.386 AC DWELLING UNIT TABLE TOTAL DWELLING UNITS THIS PLAT: 144 SINGLE FAMILY ATTACHED DWELLING UNITS THIS PLAT: 100 SINGLE FAMILY DETACHED DWELLING UNITS THIS PLAT: 20 MULTI -FAMILY APARTMENT UNITS THIS PLAT: 24 (INCL 6 AFFORDABLE UNITS) 100 SINGLE FAMILY ATTACHED LOTS 20 SINGLE FAMILY DETACHED LOTS 1 MULTI -FAMILY APARTMENT BLOCK THE BUILDING SETBACKS ARE: FRONT: 5' MINIMUM 18' MINIMUM FRONT LOADING GARAGE 25' MAXIMUM SIDE: 5' MINIMUM, UNLESS THE BUILDING SHARES A COMMON WALL. REAR: 20' MINIMUM MINIMUM BUILDING SEPARATION IS 10' COUNTY APPROVAL AGENT FOR THE BOARD OF SUPERVISORS DATE SHEET INDEX V1 COVER SHEET V2 EXISTING BOUNDARY V3 BOUNDARY LINE ADJUSTMENT V4 RIGHT-OF-WAY ADJUSTMENT V5 SUBDIVISION OVERVIEW V6 SUBDIVISION OF LOTS V7 SUBDIVISION OF LOTS V8 SUBDIVISION OF LOTS V9 SUBDIVISION OF LOTS V10 SUBDIVISION OF LOTS V11 SUBDIVISION OF LOTS AND TABLES V12 PRIVATE ROAD & SIGHT DISTANCE EASEMENTS V13 UTILITY & SIGHT EASEMENTS V14 UTILITY & SIGHT EASEMENTS V15 UTILITY & SIGHT EASEMENTS V16 UTILITY & SIGHT EASEMENTS V17 UTILITY & SIGHT EASEMENTS V18 STORM DRAINAGE EASEMENTS V19 STORM DRAINAGE EASEMENTS V20 STORM DRAINAGE & WALL EASEMENTS V21 STORM DRAINAGE & ACCESS EASEMENTS V22 STORM DRAINAGE & WALL EASEMENTS V23 PRIVATE SIDEWALK EASEMENTS O N N O � m W N J O N Q ��> Op z aai� Q01 ¢ ¢ w O T w w W K p (0 = o U o Q J Z Q� z w x �°-n > o 0 LLZ % N M o w a a Q w N OZ O ¢ ~ J a N a 0¢ W 6 (5op w °tea a m m 0 p,LTH op G o REVIEW U KRISTOPHER C. WINTERS a No. 2492 COPY 4 V� SUR W Q 0 02 J U) Ol J = Q w �-i Z U) w 9 O LL Q wm o (n Q i Q JLL J C) Y =� LU Q t Z m 0 T_ O m z /JR V2222 ;> E zz 00 o= ¢ g3 0 o_ a � ¢ � z zzz � w www co 2 222 z 0000 UUU 2)U > 0 M c5 o_ N O 0 L0 o � o C-) CL CL C M r w of az o N w Z z c D N_ - ^� lz� 'n Ln J w ¢ V) a o p z a c ON W w W J 0 Q W o m d w a o OfOf w r w it J z_ `1 Z W zOf a S Y Q O L¢ O L,J 16 J m w Z o z f m z z z z z n Co n m 0 e0 V) u') M LO L0 U") L0 a a a a a O O O O (9 2 ^ MANAGED SLOPES AREA (PER _ M ALBEMARLE COUNTY GIS) TMP 56-57D (2) 2.037 AC. 3O EXISTING R/W (2) 0.806 AC. L4 I � i O I 15 I 20" DRAINAGE ESMT dD.B. 4787 PG. 549 \\ (HEREBY VACATED) C & 0 RAIL ROAD R/W (WIDTH VARIES) 20' RWSA WATER ESMT D.B. 611 PG. 440 D.B. 692 PG. 148 THESE AREAS DEDICATED TO PUBLIC R/W IN D.B. 4787 PG. 549 j EXISTING SANITARY SEWER LINES SHOWN HEREON AND ALL ASSOCIATED EASEMENTS HEREBY ABANDONED/VACATED PARKSIDE VILLAGE 1 SUBDIVISION 100' STREAM BUFFER (OPEN SPACE) 1 D.B. 3205 PG. 626 N: 25,102.77' E:13.125.39' TMP 56-57D (1) 7.685 AC. ./, SWIM FACILITY ACCESS & MAINTENANCE EASEMENT -.D.B. 4784 PG. 684 D.B. 4787 PG. 549 (HEREBY VACATED)_ / y N89'59'59"E 216.08' N: 25,832.03' E:83 03 TMP 56A2-1-66 N/F ROBERT FLANAGAN D.B. 3678 PG. 232 20' RWSA WATER ESMT �_ v D.B. 612 PG. 547 AREA SUBJECT TO REZONING �3 h ; (SEE NOTE 5) f o _� Q rn / /'a'0 I m� ��� � �( v o iTMP 56A2-01-62(1)'N � 1,Lo 1.811 AC. % a i 1 g h o o i A m I i EXISTING R W 1 0 AC. 1 \o C337 M � ^ 1 n �/ 2 r CDii 79.65' 86.60' Of -62(2) 0.079 AC. DRAINAGE EASEMENTS D.B. 4787 PG. 549 I TMP 56A2-1-67B N/F ROBERT FLANAGA D.B. 2388 PG. 360 THIS AREA DEDICATED TO PUBLIC R/W IN D.B. 5075 PG. 664 PARK RIDGE DRIVE (VARIABLE WIDTH PUBLIC R/W) 6, G� S89'52'13"E ---- -- 108.79' N89'51'11"W _ 1� N89'51'11"W 610.09' S89'51'11"E \ 50' ROADWAY EASEMENT I± D.B. 2592 PG. 216 \\\ (HEREBY VACATED) 20' ACSA WATER EASEMENT /N:25,049.37' S66¢ D.B. 5075 PG. 664 j'�' E:13,989.37' 302'F EXISTING E & PEDESTR20' ERGEN AN PATH E SCY ACCESS OADE AND (HEREBY VACATED) / j �.j1 \ ?4�61, BICYC\\ (D.B. 5420 PG. 586) 1 /,/ � C1 ; / S29'28'31"W 49.89' EXISTING 20' EMERGENCY ACCESS ROAD AND \\\ BICYCLE & PEDESTRIAN PATH EASEMENT"B j1 (D.B. 5420 PG. 586) - PORTION IS VACATED AS NEW PUBLIC R/W \ \ ARE BEING CREATED BY THIS PLAT. \\ EXISTING 20' EMERGENCY ACCESS ROAD AND (INST#202200007909) \ BICYCLE &PEDESTRIAN PATH EASEMENT \\ FROM "A" TO "B" \\ (INST#202200007909) TMP 56-5783 TMP 56-57B1 N/F STANLEY MARTIN HOMES \\ N N \\ 9.314 AC. D.B. 5495 PG. 635 \ z \ 2 CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C1 392.28' 530.50' 4222'03" 205.59' 383.40' N 6934'02" W C2 396.90' 469.50' 48'26'08" 211.18' 385.18' N 6632'00" W C3 71.72' 530.53' 7'44'46" 35.92' 71.67' N 44'30'34" W C4 13.73' 469.52' 1'40'32" 6.87' 13.73' N 41'28'27" W C5 155.56' 295.50' 30'09'47" 79.63' 153.77' S 61'38'42" E C6 22.77' 13.50' 96'38'23" 15.16' 20.17' N 28'24'24" W C7 16.54' 13.50' 7013'00" 9.49' 15.53' S 55*01'17" W C8 135.85' 463.00' 16*48'42" 6&42' 1 135.37' N 3752'52" E BOUNDARY LINE TABLE Line Direction Length -1 N 40'38'11" W 152.44' L2 N 40'38'110 W 99.87' L3 S 8914'56" W 185.61' L4 N 88'39'26" W 82.11' L5 S 8914'56" W 85.89' I \ 5� \ Z \ \ rn \ 1 \I GC, �N: 24,332.44' E:13,587.84' N 4342' NBROOK AT FOOTHI, PHASE 11B D.B. 5608 P.G. 539 , N � N m b � A \ TMP 56A2-1-68 N/F ROUTE 240 HOLDINGS, LLC D.B. 2675 PG. 384 TMP 56K1-D N/F GLENBROOK LLC D.B. 5207 PG. 55 m N W N o aka �F> O;fl z Z¢a O¢ 0)-a w 0 ¢w W K CCA a U ¢OF = o U o Q a J Z z� x w> rn LLZ Ir % N M 0 ¢ Q W NLj J J o o w U 0op �,¢ a a m w 0 p,LTH op G O � o REVIEW U KRISTOPHER C. WINTERS a No. 2492 C COPY 4 V� SUR CO Q � U Q � p �z O J U) rr Q = Q Lu O w � Q � z O U): LL Q m Q �_ Q O Qo zi m LU O �z U) m W z J u7 U00 ) zz zz 0 ¢ N z zzz � m � w www on 2 222 ¢ Z 0000 m ui p 0000 � O LL > z z z z � E ¢ p� O 000 u_ U U UUU p w w www ❑ a o_aa N N N N p N m w c�NC�(D o rnr 0) N N N r a N 000 ❑ ui w x ❑ Z � NP77 � —) O D O N89°59'55"E 555.42' BOUNDARY HEREBY VACATED BOUNDARY LINE ADJUSTMENT AREA 21.968 AC. N89°59'59"E 216.07' AREA SUBJECT TO REZONING / (SEE NOTE 5) / / / EXISTING BOUNDARY HEREBY VACATED z /1�25.71' N89'53'07"W I PARKSIDE VILLAGE 1 SUBDIVISION /� (OPEN SPACE) I " D.B. 3205 PG. 626 �-______ L -' hz 6 108.79' \ 57.38' N89'51'11 "W \ S89'51'11 I\ EXISTING BOUNDARY HEREBY VACATED-j i \ \ I \ _ —100' STREAM BUFFER I ` i \ ` vv \ � TMP 56-57B3 \ \ S N/F STANLEY MARTIN HOMES \ \ D.B. 5495 PG. 635 \\ f o \\ \ z \ \ moo,\ \ Z \ 00 Ol 100, 00 30# 00 \ rn \ `\ 'GL I \ \ \ o O I � I I NI x /z )OK AT FC PHASE 11B 5608 PG. S89'52'13"E 96.78' TMP 56A2-1-66 N/F ROBERT FLANAGAN D.B. 3678 PG. 232 I TMP 56A2-1-67B ' N/F ROBERT FLANAGAN,l D.B. 2388 PG. 360 i PARK RIDGE DRIVE (VARIABLE WIDTH PUBLIC R/W) S66 ¢30 jry ; ti ?¢761 GLENBROOK AT FOOTHILLS SUBDIVISION D.B. 5075 PG. 664 TMP 56A2-1-68 N/F ROUTE 240 HOLDINGS, LLC D.B. 2675 PG. 384 TMP 56KI-D N/F GLENBROOK LLC D.B. 5207 PG. 55 NN d m � m W N p Q m >Q .. Op z aai� Q Q ¢ ¢ w 0 ErW W K CA a 0 = o U o Q q J Z z� x w> 0 LLZ Ir % N M a rr Q Q W N J 0 J o o w W U 0 a a mwc) ��ALTH OP G O � o REVIEW U KRISTOPHER C. WINTERS a No. 2492 C COPY 4 V� SUR W Q z = o O oz J U) Ir J Q o> _ zo J 2 Qw frIr E-- Lu Q z O U) w O LL Q m Q LL Q QU C) Y W� op O �_ 7 D O =0 U) C) m z J zz 00 U) zz 0 as _� � ¢ ZZZ r C',Z to H w www co 2 222 ¢ Z 0000 m ui O 0000 � O LL >L zzzz ¢ Cc O 000 LL U U UUU p W w www ❑ cmN N N p N 0(il ?WNO O0)N N cj \� r 000Nr ❑aONO W J 2 ❑ Z NP77 O O — — — — — — / I 1 3 I II 4 / AREA SUBJECT — — — 1 — — — 1---- / TO REZONING / (SEE NOTE 5) I I I I j I , \ J \ I I I I PARKSIDE VILLAGE SUBDIVISION (OPEN SPACE) D.B. 3205 PG. 626 PUBLIC R/W ADJUSTMENT (1)� -0.003 AC. INTERIOR STREET R/W LINES HEREB VACATED FROM POINT "A" TO "B". 1 LNEW PUBLIC R/W 1 3.623 AC. \ \ i 100' STREAM BUFFER ----,-\ SEE SUBDIVISION OF LOTS SHEETS V6-V10 \ FOR ALL NEW R/W CALLS EXISTING 20' EMERGENCY ACCESS ROAD AND BICYCLE & PEDESTRIAN PATH EASEMENT \ \ (D.B. 5420 PG. 586) \ \ TO BE VACATED UPON DEDICATION OF NEW/ \\ \\ PUBLIC R/W \ \ (INST:202200007909) / / TMP 56-57B3 \ \ N/F STANLEY MARTIN HOMES \\ \\ D.B. 5495 PG. 635 \ \ \\ 1 \ I \ 1 \ 1 1 \ I \ I 1 00 Ol 100, 00 30# 00 IMP 56A2-1-66 N/F ROBERT FLANAGAN D.B. J678 PG. 232 PUBLIC R/W ADJUSTMENT -0.040 AC. `\ GLENBROOK AT FC PHASE 11B \ D.B. 5608 TMP 56A2-1-67B N/F ROBERT FLANAGAN! D.B. 2388 PG. 360 j PARK RIDGE DRIVE (VARIABLE WIDTH PUBLIC R/W) GLENBROOK AT FOOTHILLS SUBDIVISION D.B. 5075 PG. 664 ME TMP 56A2-1-68 N/F ROUTE 240 HOLDINGS, LLC D.B. 2675 PG. 384 TMP 56K1-D N/F GLENBROOK LLC D.B. 5207 PG. 55 m N N OrN m W N p Q m > Q r O p zu'j a a Q Q ¢ ¢ w p CO)0 w K x CA a ¢OF = o U o Q q J Z ZO x w> rn W Z $ rn % N M d ¢ Q W N J J = o o w w U 0 a a m m 0 ��ALTH OP G O � o REVIEW U KRISTOPHER C. WINTERS a No. 2492 C COPY 4 V� SUR W Q Cc O oz 1 J U) QJ > EI J = Q LU O w DIE � Q z O U)W w 0 LL Q m (� Q _j Q >_ Q o Q Y T- LU m O ~ 7 D = 0 a c m w z JCD co zz 00 zz 0 � ¢ H H H H 11 N Z ZZZ r to H w www co 2 222 ¢ Z 0000 m ui O 0000 � O LL >L zzzz ¢ Cc O 000 LL 00000 p W w www ❑ a aaa N ONO N N N p N O !ZEcn \\\x\\\\\,gwwmm gm������ 3 i I TMP 56A2-1-66 MANAGED SLOPES AREA (PER N/F ROBERT FLANAGAN ;ALBEMARLE COUNTY GIS) D.B. 3678 PG. 232 I I _—__—__ _—__—__— OPEN SPACE A ' I \ I I II I I I I I I 51 I I 4 70©G Z j I \ AREA SUBJECT h I v I I I I TO REZONING oa° C P�S� (SEE NOTE 5) v 1 1 1 ------FUTUREIDEVELOPMENT------------ --� ---- I -----I , Q — — ---- — —I 0 j 4l j a a� j I w cd U)N; I =� I o I I I -------- ' ---- '----------------' ___ TMP 56A2-1-68 t N/Fl ROUTE 240 HOLDINGS, LLC l I I I j D.B. 2675 PG. J84 1 __} 1� ^ ____ _ 1 SHEET V8 " 9 0 SHEET V8�I I I� I I I TMP 56A2-1-67B j HU v lO o �i i� , N/F ROBERT FL/Iffi , APARTMENT MBOLDT S� ffT v v _' j i= I I-r D.B. 2388 PG. 360 j BLOCK h ,� o �� Nt ;N w S H 1 E I V 11 I , W i I o h o U2 —__—__------ ti 1 SHEET V6 _____ J o oh Ue �F v�o SHEET V7 PARK RIDGE DRIVE \ TMP 56K1-D II L_ _______ __ __ _ � o o � __ � _ OlpTs oh � ,w ^ I � LI N/F GLENBROOK LLC o o RIABLE WIDTH PUBLIC I R W � � i �� D.B. 5207 PG. 55 o F h v " h A2�7 0 —` LO ----=-__ \�- ------ AY IWw o oh ^ ti OPEN SPACE ?2ME�RSN^o l0To / COT LOT 20 PARKSIDE VILLAGE COT24 SUBDIVISION o o ` o h to LOT LOT 19 \ — (OPEN SPACE) 11---- o oh �� o z (pT2 s D.B. J205 PG. 62611 L�� o L s LOT 17 / 77/•T/� \ i� o h vM -- - ---rw ----- 28- - SHEET V9 - ------ _-----r----------' �- `/� LOT 16 SHEET V7 1 LOT 15 - LOT 29 LOT 14 I100' STREAM BUFFER/\\ /////%�///�/�Z. \ OPEN SPACE F L'----------/------\ �' ''/���f�/------------ EXISTING 20' EMERGENCY ACCESS \\ ROAD & PEDESTRIAN PATH EASEMENT \\ 0 0 - 0 of 10, ec ZhO I 0 a OPEN SPACE B w w J o� µ o 0 0 0 0 ' m I w w LOT 30 N LOT 31 li LOT 32 --- _L LOT 33 LOT 34 _ LOT 11 Q \ / i LOT 35 / V11 ------- IMP 56-57B3 \ /•/�'/. /�/\/, \ N/F STANLEY MARTIN HOMES D.B. 5495 PG. 635 \ /GREENWAY EASEMENV L___ (HEREBY DEDICATED• \ / TO THE COUNTY OF;/ A \ ALBEMARLE, VA.) / /p \ -HATCHED AREA, A %f 100' 0' 100' 200' 300' I SCALE: 1 "=100' L___________________` LOT 37 \ \ LOT 38 39 \\LOT 40 LOT 13 , LOT 10 LOT 12 LOT 9 LOT 8 BARKLEY VIEW COURT SHEET V10 LOT 3 LOT 5 LOT 2 J ( LOT 1 \ LOT 41 \ 1 GLENBROOK AT FOOTHI, PHASE /18 \� D.B. 5608 PG. 539 \ SHEET V101 I I j I I FOOTHILLS SUBDIVISION \/ D.B. 5075 PG. 664 66 °gy m N m W N p Q m Q � O o z Z¢ ai W Q Q ¢ ¢ w O ErW W K CA a 0(00 o U o a J Z ZO x w> rn LLz IrEr % N M d w Q V Q W N J O J W U �op a a m w 0 p,LTH 17p G o REVIEW U KRISTOPHER C. WINTERS a No. 2492 C COPY 4 Q 2 O Uz J U) I J p j W Lu J � O W W Q O z O U)W z O LL Q DO (� ILL Q Q -1 O Q Q _z � cm j'~ � V) cr O z Jcr cc zz 00 u� zz 0 a s � _ � ¢ H H H H 11 N z zzz T_ to F_ W W W W co 2 222 a 0 000 do w 0 CDO LL >L zzzz Cc O 000 LL U U UUU O W W W W W ❑ a aaa cmNNN p N O W ONON O N N Or N 0) a r N 000 ❑ LLI x ❑ Z � NP77 O iF- o N89'14'56"E 86.15' 0 S89'14'56"W 117.91'(T) C30 33.03' 20.00' 20.00' 14.83' L=24.88' L=5.17' O Lq Go r, 00 00 � ^ti � ^ti CD eqcS CD 1 _^ti 3 '� � ^ �' � 3 .- L01 T 00 E- O I-Fz ANC I E, WQO p 0 0 1` io J p V O O O LO � 0 o z z o Z 4.92' N 38.36' 20.00' 20.00' 20.00' L=16.90'v C9 14.51 N89'59'55"E 555.42'(T) v� Si W ugh L=17.90' L=20.01' O L'20.00' sv C>20.02. L,2p06, O 00 O O N� tib�"W y �O W M OCi v0- W T o � co 0 V ao z o 114 moo b ow 1 y0 o M y0 i U 32.30' S82'16'26 156. 20.00' 20.00' 05rs rn F b o� to U Go N 0 0 "W o O M N O ro ti^ C �o 0 1_ )IRGA\T OPEN SPACE B 0.429 AC. S7754' � 13"E 34. 1722' 17.59, L=2.78' L=2.41 20.00, 35.12' z QGoOD 110. 40 i yo o Z lo o� Ce2.04 O' o O 'V C c2p' O OPEN SPACE A 0.422 AC. I S30'44'34"W 14.51' Rl N 1p o. o o� 9A c0 ooa 9�co y 3 S54'26'48"E i • 6.39' S54'26'48"E 0° 1.88' l�?ses' ti Y 4 S54'26'48"E Go 1Z, V � O' S89'59'59IW 216.07I 59'55"E 61.50' LOT 120 0D 0.080 AC. v Ow 3 r FUTURE DEVELOPMENT 2.162 AC. F c�a U w S6939 .�� ��/ cn S 3107 '10.00' 9.93(T) ��j 0 20.00• i o SS n ) ?Q 00 SS . 9�S . 700 II Q Mrn N , J¢Ol y� 1 p "WI �� y o P, I O �"� / 2.86' gS Z N o � cb 62' O y Ov a C cp O h' 1' Q' §�v O LlI 81'(T) =2)g3 C, yo ^'/ o ^ ItjT C22 263j L-- L=8.54' o yo ti II (lB� 11, L=5.96' 2 ' (NEB 30' p �T S L�L�N%3-08' S0' 1 ¢ 07' 0 BAC�A h'0 DLL 0�255jiT) (,2p00, C� C2 26 CO 4' C`3143 Ca S7j'OS "Og 3 36 i L=3.28' I 1g78, C ? 0 0 l Z' O C h 0.22' .20.00, 55j(T) Vlz; ,v- o F, O v b R' v o � h t6 N Go ON ry Oo O y0 � c.ro o Ci O�I m`li 11 ct y0 N h v O N o- 'v1154'137W ,- 200.00'- ��o MCi wM v o m F r�o Ci y O 2� �v `3S9 c �4.l?' 30' 3s r- 1.00' A wpLy, SHEET V8 4 � m y O M v O vo j cV v Q. 0 y° o� O' / GO w w x Q GO w w x Q b 11 W m N N m p a a a ��> O � z Z<0 O am a 0 w ° w k CO) CA a O x = o OF O U o J Z Q� Z > N o 0 LL Z g rn Ir % fr N M d a Q W N J Z ZZ o J o a a ZW 0 U ,wx a a m w 0 t REVIEW KRISTOPHER C. WINTERS a No. 2492 C, , COPY .4 VJ Q CE O u- Q 2 J J °z o > E- nJ LL z O = O O IL Q Lu � Q < wLu Q w m o C) O O (� i m Q Y O JO Q T- t Q � O v� Q cc U) c z W J cf)U) zz 00 U)U) a,ai zz gg 0 o [h cr H f2HF N Z ZZZ c0 H w www 2 222 co 2 222 Z O o00 O U UUU O LL o �: > P z z z z ¢ O 000 0 000U O cn Q ¢¢¢ w w www ❑ a aaa N N N N Np N w �N�N o N N rnr N r a N 000 ❑ w ❑ Z k N co 7 cn <u 0' i I Qw o. w Iw LL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 30' 0' 3060' 90' SCALE: 1 `30' IOMSUBD SHEET V8 FUTURE DEVELOPMENT 2.162 AC. SHEET V9 I I I I I I I I I I I I I I I I I I I I I >I w w x S89'53'07"E 366.90' PARK RIDGE DRIVE (NEW V/W PUBLIC R/W) S89'52'13 E 59.26' m N N J O N y Q 3Fi r Op z aai� O am -a w 0 C'n ¢w k x CA a U M ao( =o U o Z z< U x w> LLz tr > N M < W N JLj �_ O ¢ ~ J o o w U 0 u o Q a mmc) D ,U KRI W Ir Q 2 O�°z J (5 c\2 QJ o > U' J = Q w O OLu ir �< o z O U)W z O LL Q m O Q�< Jo Y W� m O t � U) c O m z J c�00 0tE ) zz ¢¢ zz gg 0 o [h H H H F N Z ZZZ � to H w www Z 0000 O 0000 � O LL >L zzzz ¢ Cc O 000 LL U U UUU p W w www ❑ a D_aa cm N N p N ONO O N r o SI C-T 'J8 n O O V o I0 APARTMENT Iw BLOCK :4- 0.935 AC. o IZ m I a w o- (n to O I ISHEET V6 Il L- 0 0S" �• o 7 !, 6g" ?�l s663 v o ^ L=2.26' �000• 6p26�r� 2Q00, v o W lb 00, co rnI -7T7.2`��g• _ =NN 2.54' Cq, .yg. p N 0 0 O + S8728'22"W 143.58' - / / v o� V Q a-' v ! S / T-I/ o o Q >>7. l / V 6g 30 03' y pe c� e vv p0' G i / N68y?34"W ` 0j43n 1 -100 • o vp o�voe o° p��• c 30 3 vo�� / / / / ` 4.47• p � 28.57' N� ' / 20.4 9 / 20 •49N7956'0 ,, 20.49' S F I 2 W 110.5 ' 20.49' 2 N89'51'11"W 108.79' / / / (T) N74* 383j" - / 26. q8 • I / GREENWAY EASEMENT / I / (HEREBY DEDICATED TO THE / / COUNTY OF ALBEMARLE, VA.) / 'HATCHED AREA- 2.289 AC :n o' '� � 30' 0' 30' 60' 90' ��6 / / s, I SCALE: 1`30' 6� o o OPEN SPACE F ` o 100' STREAM BUFFER / 4.843 AC. -�4.ou L=20.00' L=3.68' _" y o o' m Q N L=20.03' L=1.62' o p SI -CT ✓. .� C21 16.37 v o° mo O'V ro' o c i _o o N7754• " 18.44' o' � o ? Q'i 13 W 34.8 • L,27.93' y o�' "Ii oo Q 6��, p oc, p22 L 26.31' L=8.54' v o^ r C26 _ Iltj 20.06' o o o^ 'SOB, c c q z L=40.52' L=20.01' S7Tg4' -E 34. iA'EW OL�T N73• 11.Sp 14 5.96' z N rn N ! V pq vo 1j22 175g 81'(j) BAC�A R����_080 W2557 C 20p 2 �y y L=5.74' .?066 Q z J L=2.78' L=28.35' C25 i (%) 0' b o Q' 1 L=2.41' L, C23 Co263 ,.`� !l?0 T ry 3143' S7 6 L=3.28' ryry v o� SO' F M 1 `� V C,1g78' 30808 2S.g C3 0 ° �Op !`? LO W b o 0 20. 7 (T 4 O h Gg o m V h N 0.22' p0' i v O 4 t A o oo N o o L,14 C 1.� �J n p w F v v b Q 66 24 n o �i Z v o v o v o 3I M w ^ O 5.35' C c35 S ="� `�' �/• � Sg 'v0 0�'0 0� V• 1 b 1 3 Q io ^'� B co O•C. ?�3p ,O ocbb n NcCll)i v p " p y 1O Q o a V. C1.00' �� A�r7q, �� Sg6S?' ?p O p o 90 4' 27.43 z vo oM� `O� ?� �� 46" ??' 0 20.00' 20.00' CO o vo v o 3/ o ,6 9LL����' �23>92o.02' s� N N7754'13"W 115.54'(j) 0' 28.11 �` O h y O r3 / C ?6 )S8S2S6-CO rJ l 2019 ry yc N767934" cli c' ` �V ?¢2 24.87' 20.01' L=4.22' a � N7754'13"w N �N7¢453g 1579' �ry Apo v4' 16B 0SS 104.67' N 35.8p(j L--20.Op' `� f 0' 0 C>3. O O a oo Q L=3.43' N o C79 2S' w O M ?p18 N Co M ?�S8 vo0 � �' (` A .W • . 29.88' S775vcs _v6¢' vS775413 73 E 48 p(j47.00' j 30.p 41.00• N 30.00' no QG <,?o 2 I 21.60' L;18.65' 00 L=3.13' ^y yo y . 6.00' C=g128, 1668• N� of �000• r M h a V C,30.02, C8C`30 �663¢Ol "W BO�743' ti vo N89'57'44"W 125.43' 3/ o o h h v< o 00 ?8(TJ 159� n a p V o o O Z 3 b1111V h� o 0 N o 42.22' � 30.00' N774420�136.90'3000 34-68•\ �i m N w OR N U 0 q7 Q aO> �� w o z -71 =�a � UO ¢° � u w o vl ccW K = v) a U ° D Q cl O = w U a W g J Z Z0 00 � o r N WU W Z m m 0> N w � a W > w Q� w u J o m J = QU w Z U O �w< > m�s a o�i�U D KRI� Q 0 02 J 1-- 0 c-) cf)Q J o> o J = Q w S z 0 0 LL Q cw9m CID �Q�Q LL Q m 0 7 a O co VCc m 222 di 0- 0 0" C? w ornrQ) 00 ww zz g3 0 ir I H H H H I N Z ZZZ � co F wwww 2 II1:lH_01�71J:I�711RYICLlQH�7�1-3:i�I�7997�II1bY�1:��/iI1�PiYHFY�1-1�]P/F9N7�1FY�1-1�IH�7�1-3:i�I�] �J7�II�:L617li --�- N,op - - SHEET - - - - - 1p8o ----- - - - - - --\----------- - - - - �, 5'-� 5 0 - - AID'% YsA o a v w �'JP s S TAT LOT 16 1 I m 0.092 AC. N 1 o h S h/rYJ o f 10 N !o?) M �08, o p O 31 S2p. LOT 15 z �' SHEET V7 0513"F 899g S7p2�17"F 73 AC. \ z \ \ Q -- - - - - - - - - - - - - - - - - - - -- zo LOT 29- 0.109 AC. LOT 14 z z L=3.74' 0.094 AC. �o LOT 30 " 023Q7" 0.078 AC. c� ^ h �� 10�47' 7.85' 2.71' ~ e M o \ ''3>> 2.96' a LOT 13 LOT 31 0.121 AC. 0.078 AC. N 66 17?S6. �o 5j02)17"�c �. LOT 10 E241 LOT 32 96.81, ^ 0.131 AC. ��� >>9 grTl b 0.077 AC. o o• / \ 0 0• �<v ' //1. q2 • ,o / :t LOT 12 o l 0.134 AC. LOT 9 / t----- - LOT33 0 0.181 AC. 0.076 AC. h I> !"� H2p0513"1y N S7L=57.80' / �I / ^ 11Q28, moo. 2 6 .'32'28 I= \ 94.65' LOT 34 h' s> N6 0. 20 AC. 5.98' c 9 4y s9 w LOT 11 co ��, \ 0 0.159 AC. N75 3g'46 „w �� \ I 71O.Sy r LOT 8 0.285 AC. I a � Lbw S 23 a3 N782651" N -b 77.89• S88'59'07"W 71.94' o S81'31'03"E 3 LOT 35 N BARKLEY VIEW COURT 112.65' a 0.126 AC. �� \ o (NEW 54' PUBLIC R/W)CD `- w N85'17'42"W ° N82'01'13"E 33.30'(T) 100.15' J N88'59'07"E 96.95'(T) C68 17 �' 15.d LOT 7 o G6� o 86.17' 10.78' S� 0.170 AC. o �O- I LOT 36 J \ m 0.126 AC. o _ LOT 4 r J SHEETVIO---0.133AC.-- -- S8912'55"W 100.18' w \ LOT 6 � \\ L ` N85-57'33"E 112.22' 0.173 AC. t1 \ _L / w A N ' 1 C) Lln / \ LOT 37 LOT 3 o 0.126 AC. o 1 LOT 5 0.143 AC. o o 0 0.208 AC. m cn rn 1 � \ � I p r 100.16' z S4342'47"E \ S83'43'31"W W 0 9.38' " \ Ln N� \ o ` LOT 38 LOT 2 N, y� 0.126 AC. 0.149 AC. / 1 6 30, 0' 30' /c�0' o \ 5781405"W 100.17' SHEET V9 -' - - \SCALE: 1"=30'- - - - / rn Omo aka o U;fl z Li Ze,n= o <0 a 0 w ° ww M K 0 U M = o OF U 0 Q m J Z Q Z > rnIn to o LL Z m rn > N M Q U W N LLZ O o J o a e w 0 U a a m m 0 rye- - It REVIEW KRISTOPHER C. WINTERS a No. 2492 C, , COPY )4- M Q CE O J °2 E- Q z O 0 Lu �< n o O LL Q m o (n / C) m Q Y O J W Q LL O D CC U) c O z W J wU) zz 00 CD co crcc Z Z gg 0 CD [h Cc zz zzz N zzz r(o w www 2 222 222 0 000 0 Cut) o LL �o�: �: �: �: > Z Z Z Z p� 0000 LL 0 U UUU O U) Ir ¢ It ac w w www ❑ D- CMN N N NO N O w ONO(D O N N Tr N r a N 000 ❑ tu w x �01 IzI-Ic\IIMr-I In ):%RGA\TMPROJX6234 - GLENBROOK PH IMSURVEYOWMSUBDIVISIOMSUBD GLENBROOK PH III R4.dwg sIEE/Vl (N "W / S89'12'55 100.18' 9y ` 1HzET J11� / O � No G w LOT 37 / / 0 l 0.126 AC. N/ o / / s o ` 100.16' / . / SB3'43'31°W Lu \_cpl Ln LOT 38 0.126 AC. m cP / / GREENWAY EASEMENT / a� / (HEREBY DEDICATED TO THE / / . OF ALBEMARLE, VA.) /COUNTY THATCHED AREA- 2.289�AC o / / 30' 0' 30' 60' 90' ' SCALE: 1"=30' v v \ 1 SHEF UM LOT 39 0.126 AC. �1 LOT 40 0.127 AC. _.Gti08 0.133 AC. - - - N85'57'33"E 112.22 N La rn, LOT 3rn 0.143 AC. 119.46' $ N79'40' 26� � LOT 2 0.149 AC. �4 LOT 1 0.154 AC. w w LOT 5 0.208 AC. vp, \ \ I \ 1 \ � I GLENBROOK AT FOOTHILLS \ PHASE IIB \ ' / 5 .11. 5608 PG. 539 ' � I 1� LOT 41 0.142 AC. OJ N 0 Q Y O N o a�Q a ��> w Os O Q° < 0 w o C/,j 0 W K = vn 0 O ° Q p = o O o a W a J z Z 0 x O> v� w Z N W m m ir> N Al W � Q W > w x w Z U OU �w< > m�s a o�i�U irk,TH OF G � C o REVIEW KRISTOPHER C. WINTERS > No. 2492 C COPY ST��� ------------- w Q O��z LL J QJ J = Q w S �_j z 0 co o O LL Q m CD Jo o Q� mo D0 0 ° ° co J 0Cc m 00 wW zz g3 0 ir I H H H H I N Z ZZZ � co F W W W W z 0000 Q m w p U UUU O J >E Z Z Z Z M ir O 000 ¢ p U UUU � p u)¢¢w¢ w W W W W 0aaaa N N C)N N N CO w o rnr Q) F N N Nr Q � V c0 � � o00 lz ui � O = 0 CURVE TABLE Curve Length Radius Delta Tangent Chord Chord Bearing C9 173.31' 613.50' 1611'09" 87.24' 172.73' S 8239'30" E C10 2.35' 1.50' 89*43'14* 1.49' 2.12' N 60'34'28" E C11 168.12' 629.50' 1518'06" 84.56' 167.62' S 6646'18" E C12 2.35' 1.50' 89*43'14" 1.49' 2.12' S 14'07'03" E C13 48.52' 613.50' 4'31'52" 24.27' 48.50' S 5642'44" E C14 192.72' 134.50' 82'05'46" 117.12' 176.65' S 4619'55" W C15 123.90' 85.50' 83'01'34" 75.68' 113.34! S 4214'31" W C16 38.87' 214.50' 10*22'53" 19.49' 38.81' N 05*55'10" E C17 13.57' 12.50' 6212'58" 7.54' 12.92' S 19'59'52" E C18 25.95' 12.50' 118*56*19* 21.19' 21.53' N 64'45'11" E C19 49.55' 1027.00' 245'52" 24.78' 49.54' S 04'07'08" W C20 21.00' 12.50' 9615'07" 13.94' 18.62' N 42'37'30" W C21 68.21' 515.00' 7*35'19" 34.16' 68.16' N 81'41'53" W C22 84.47' 1015.00' 4'46'05" 42.26' 84.44' N 75*31'11" W C23 55.61' 315.00' 10'06'51" 27.88' 55.53' N 68'04'42" W C24 50.31' 285.00' 10'06'51" 25.22' 50.24' N 68'04'42" W C25 81.97' 985.00' 446'05" 41.01' 81.95' N 75*31'11" W C26 63.31' 485.00' 7'28'45" 31.70' 63.26' N 81'38'36" W C27 51.79' 973.00' 3'02'59" 25.90' 51.79' S O415'42" W C28 19.83' 12.50' 90'54'05" 12.70' 17.82' S 5114'14" W C29 263.91' 469.50' 3212'23" 135.54' 260.45' N 6712'32" W C30 30.04' 585.50' 256'24" 15.02' 30.04' N 8916'52" W C31 23.10' 13.50' 98*03'12* 15.54' 20.39' N 3847'04" W C32 9.12' 23.00' 2243'49" 4.62' 9.06' N 21'36'26" E C33 15.14' 23.00' 37'43'07" 7.86' 14.87' N 08'37'02" W C34 20.52' 13.50' 87'04'49" 12.83' 18.60' N 53'46'57" E C35 288.49' 585.50' 2813'50* 147.23' 285.58' S 68'33'44" E C36 323.82' 530.50' 34'58'25" 167.13' 318.81' N 7315'52" W C37 22.68' 314.00' 4'08'21" 11.35' 22.68' S 60'57'06" E C38 20.66' 286.00' 4'08'21" 10.34' 20.66' N 60'57'06" W C39 2.51' 14.00' 1016'17" 1.26' 2.51' S 14'46'39" W C40 208.70' 519.50' 23'01'04" 105.78' 207.30' S 6236'53" E C41 268.63' 580.50' 26'30'52" 136.77' 266.24' S 64'21'47" E C42 21.28' 12.50' 97'32'00" 14.26' 18.80' N 28*51'13" W C43 35.38' 527.00' 3'50'49" 17.70' 35.38' S 17'59'23" W C44 20.47' 12.50' 93'50'49" 13.37' 18.26' N 62*59*230 E CURVE TABLE Curve Length Radius Delta Tangent Chord Chard Bearing C45 45.62' 173.00' 15'06'36" 22.94' 45.49' S 62'31'55" E C46 86.38' 427.00' 11'35'24" 43.34' 86.23' N 60*46'19* W C47 75.45' 373.00' 11'35'24" 37.86' 75.32' N 60*46'19" W C48 59.86' 227.00' 15'06'36" 30.11' 59.69' S 62'31'55" E C49 96.58' 473.00' 11'41'57" 48.46' 96.41' S 14'03'49" W C50 16.29' 12.50' 74'40'23" 9.54' 15.16' S 5714'59" W C51 45.15' 580.50' 4'27'23" 22.59' 45.14' S 87'38'31" E C52 116.68' 786.00' 8'30'20" 58.45' 116.57' S 63'08'05" E C53 120.84' 814.00' 8'30'20" 60.53' 120.73' S 63'08'05" E C54 24.27' 15.00' 92'41'57" 15.72' 21.71' N 6615'46" E C55 22.86' 15.00' 8718'03" 14.31' 20.71' N 23*44'14* W C56 5.34' 13.50' 22'39'31" 2.70' 5.30' N 3114'33" E C57 203.20' 1027.00' 11*20'12" 101.94' 202.87' N 7214'07" W C58 17.59' 12.50' 80'38'25" 10.61' 16.18' S 37'35'01" E C59 44.62' 273.12' 9'21'35" 22.36' 44.57' N 07'24'59" E C60 14.54' 15.50' 5345'02" 7.86' 14.01' S 3858'18" W C61 192.52' 973.00' 11*20'12" 96.58' 192.21' N 7214'07" W C62 17.37' 12.50' 79'36'01" 10.41' 16.00' N 3017'12" W C63 59.96' 273.00' 12'34'59" 30.10' 59.83' N 15*48'18" E C64 81.27' 327.00' 1414'25" 40.85' 81.06' S 14'58'35" W C65 271.47' 527.00' 29'30'50" 138.82' 268.47' S 06'54'02" E C66 210.01' 473.00' 25 26'21" 106.76' 208.29' S 08*56'17" E C67 18.59' 12.50' 8512'15" 11.50' 16.92' S 46'23'00" W C68 37.99' 312.50' 657'54" 19.02' 37.97' N 85'30'10" E C69 277.66' 60.50' 262'57'15" 68.44' 90.66' N 49'27'25" W C70 19.62' 12.50' 89-55'10' 12.48' 17.67' N 44'01'33" E C71 23.87' 12.50' 109'25'50" 17.66' 20.41' S 3617'58" E C72 17.54' 273.00' 3'40'51" 8.77' 17.53' S 2015'22" W C73 79.23' 327.00' 13'52'57" 39.81' 79.04' N 15*09'19" E C74 56.53' 377.27' 835'07" 28.32' 56.48' S 25'57'01" E C75 38.48' 1323.27' 6'49'10" 19.26' 38.45' S 25'04'02" E C76 20.04' 85.50' 13'25'36" 10.06' 19.99' N 89'31'47" W C77 23.01' 134.50' 9'48'09" 11.53' 22.98' S 8743'04" E C78 5.74' 85.50' 3'50'53" 2.87' 5.74' N 85'40'45" E C79 54.47' 1047.00' 258'51" 27.24' 54.47' N 7316'12" W 30' SCALE: 1 0' 30' 60' 90 I .SPEET V1 // / .'/ / / I I . /OP N SPACE F 4.843 AC. 5H T 8 GREENWAY EASEMENT p o / (HEREBY DEDICATED TO THE // COUNTY OF ALBEMARLE, VA.) . -HATCHED AREA- / 2.289 AC 100STREAM BUFFER 4- / / LS / ySEEP V1 � UA / L_j SHEET �11/ m N W N p Q m Q Q Ld F r 0(o Z Q Q ¢ ¢ w 0 ¢ W K CCA a W OF = o U o Q J Z Q z x w> rn LLZ Ir % N M (L 1r Q Q U) W N J z O J o o w U 0 u o Q a m w 0 ��ALTH OP G 1� O G, o 11 REVIEW U KRISTOPHER C. WINTERS a No. 2492 C COPY 4 V� SUR� W CE Q O Oz Pa J D" J p > 4� Q = Q w co O W D E- Q O OZ p U)� C) LL Q m (n Q O Q i JO o Y =� m p ~7 O m .J zz 00 U) zz gg 0 o [h H H H F N z zzz � ('0 F- w www co 2 22 2 ¢ O 000 m ui O 0000 � O LL U O ¢ p� 0000 LL U U UUU p W w www ❑ a aaa p N N N N N c�NC)N 0? w o rnr 0) a N N N r N 000 ❑ u; w ❑ Z , NP77 D LEEHAM COURT (NEW V/T PRIVATE ALLEY) � FL=O. 1I L=0.11'(TIE) C SIGHT DISTANCE Cr EASEMENT s.I IN 1 �! LOT 115 LOT 114 LOT 113 LOT 112 LOT 111 F I LOT 86 OPEN SPACE C L=2.00'(TIE) C / SIGHT DISTANCE o EASEMENT p� 3 0 / /o LOT 110 LOT 109 LOT 108 LOT 107 LOT 106 LOT 105 PARK RIDGE DRIVE (NET 61' PUBLIC R/T) LOT 85 LOT 84 LOT 83 LOT 82 LOT 81 LOT 80 HUMBOLT STREET (NEW 28' PRIVATE ALLEY) LOT 104 LOT 79 OPEN SPACE A LOT 103 LOT 102 LOT 101 LOT 100 /LOT9 LOT 98 LOT 116 F N�LOT 78 LOT 77 LOT 76 3 25.0' N 'zo f� O r hlM SIGHT DISTANCE EASEMENT 1 1 1 61 91 1 LOT 119 LOT 118 LOT 117 q w4 Cb4 SIGHT DISTANCE. EASEMENT .d L/1 JV\a+ C1 Ci LOT 66 I LOT 67 I LOT 68 LOT 69 LOT 70 I LOT 71 I LOT 72 I LOT 73 I LOT 74 I LOT 75 M LOT 21 LOT 120 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 N W m N 10 � m N m p Q Q Q F Ld r 0� z Ld av OQ 0) ¢ w O W W K CCA a = o O(0 U 0 Q J z Q z x w5 0 W z m rn % w N M d a a Q W N J o J o W = a W U c) a a m m 0 (<,�, REVIEW RISTOPHER C. WINTERS a No. 2492 COPY �4- W i/1 Q W CE O Q I J 02 U) o f > w cc w w z O LJ r O LL W CO Q � Q mW C%� Q E- Q p m Y O Q T- ~ = O 0 Q CD rx U) c m w E- z w a cf)U) zz 00 U)U) zz gg 0 CD cr H H 2F N z zzz cNo H w www 2 222 co 2 222 ¢ z O 000 m ui 0 U UUU 0 LL Fn O > z z z z L ¢ O 000 0 U UUU 0 ul Q ¢¢¢ w w www ❑ a aaa Np N N cmN 6N8N cm 0 m U�!, w2 cn L=2, 1 L=0.11'(TIE) ¢ SIGHT DISTANCE 1 I L -SIGHT EASEMENT lW1 / z EASEf, (0 I '31 ' % o 1 1 120' ACSA UTILITY EASEMENT (SEE NOTE 13) ' O 0 CE OPEN SPACE A \ \ \ \ CSq UnU \ \ \ CFFHA o � \ ryFgSF'I,FN \ \ \ M CpURi o(see NpTF j>�\ 0 0 \ \ OON \\ 0 0 PARK RIDGE DRIVE 13.4(TIE) L=11.56'(T1E) L=13.08'(TIE) \ SIGHT DISTANCE EASEMENT pISTA ASEMENT_ 74,31 18 192,5g�— I W < \ I OPEN SPACE B I I I I I o I o � � o I 0 0 O o> I 0 I O � I 0 I VARIABLE i (SEE NOTE IR � ACSA IjTILITy EASEMENT Z - \ ` HUMBOL APARTMENT I ¢ BLOCK ` — pT STREET uc I h O (p I^ h ^� O y o Inpnnv CM mmi IR\/FV nmiEZ ipni%7ICI(1M41 inn GI I=MnPn W GM III Rd d- m 0 CO O 'o L=7 10' ACSA ACCESS EASEMENT (TO CONNECT BETWEEN 20' o ACSA EASEMENTS) Sn, 0' 30' 60' 90' 9.5 PRIVATE LANDSCAPE F &_ MAINTENANCE EASEMENT v` i _ _ _ N coo �' tp u� � � o� o v7 �O� � A w JOF i V/W WIDTH UTDRAINAGE, c3i 0; &ACEASEMENT (TO BE VACUPON DEDICATIOFUTURE 510 cT r T \\y osgNc� � S row' 0 v 16V O v 0 O v 0 0 [U■ NN d m � m W N p Q m Q Q F r Olo Z as Q Q ¢ ¢ w O ¢ w W K CA a U O(0 = o U o Z J Z Z jr jr x w> 0 WZ cr % N M a ¢ Q W N J J = O� o o a w U 0 mow¢ Q a m m 0 ��ALTH OF G O � o REVIEW U KRISTOPHER C. WINTERS a No. 2492 C COPY 4 V� SUR� W Q Ir a Q u- (n z E- J CO Ir Fr� z oLu Ir w ;:5 E- O LL Q m �Q cn Q j Qo C) Y W m O~ = O U) m `w V Ccr D zz 00 ¢¢ zz gg I I 30' 0' 30' 60' 90' I ;� N I N o S ¢ J O R SCALE: 1"=30' I :14 0. I F� z a w p r Op Il'i z <0 O I O Q Cc)w I G I \n 0 w k x CA a O /rT/FJ L=7.19'(TIE) \ I Q I O F = o Q \\ FUTURE DEVELOPMENT I I O ¢ \s/�hTO I I ►�+ U)o \/ST LL z �q�[F 0 > a \FqS I I d > w Fsj�NT I I O Q ¢ F J o ❑❑ a w J p � I- .\\ss. U wH oo Mw0 h J p,LTH of h 1 o \\ o REVIEW U KRISTOPHER C. WINTERS a 20' ACSA UTILITY EASEMENT I I No.2492 10' ACSA ACCESS EASEMENT � (SEE NOTE 13) C`9t�, COPY �O� j (TO CONNECT BETWEEN 20' o /�� I I " SURV�' ACSA EASEMENTS) I I h 0 / \ w \\\ o \ 4 Q a Q c� H\ \ PARK RIDGE DRIVE O z \ \ o h \ V a LL PORTION OF EXISTING 20' ACSA J U) Z UTILITY EASEMENT HEREBY VACATED Q J > Lu ?o \ \ o^ (DB 5128 PG 7) 20' ACSA UTILITY EASEMENT Q GE_ \\ �SFFq�Sq�\ ^� FNSpgCfo ��� (SEE NOTE 13) O w Q w z O CO x Nod T3�/ryFgM\\ / ��\ — — — — — LL Q CO [oT21 STING 20' ACSA UTILITY Q _j LLO O � \ \ \ \ \ v / / EXIEASEMENT (DB 5128 PG 7) OPEN SPACE Q o \ " Q Y = E— o \\ \\ Q [OT2.2 \�\ / Q 2 O \\ U [0 LOT 20 m / oh \ T 23 / 4 / z Lij o nM h tot V / 24 = l LOT 19 Q \ o [oT2S l \ EW ALIGNMENT 20' ACSA UTILITY o / / ` \00 2.0 EASEMENT (SEE NOTE 13) Lot 18 �Q / o m / ) \ o \ � LOT 17 / `v / / o FRS Wq y /� [oT 28 / / — e o �� o / h LOT 16 I 20' A CS / (SEE NOTE ��1TY EASEMENT L — _ l / — 10' PRIVATE SANITARY ` --_ LATERAL EASEMENT* / LOT t5 / z 'j *NOTE: ALL PRIVATE SANITARY LATERAL EASEMENTS ARE CENTERED 5' EACH SIDE OF THE AS -BUILT LOCATION OF UTILITY STRUCTURES. � U) zz o= ¢ zz gg 0 o [h H H H F N z zzz � co � w www z o 000 O U UUU � O O:\RGA\TMPROJ\6234 - GLENBROOK PH III\SURVEY\DWG\SUBDIVISIOMSUBD GLENBROOK PH III R4.tlwg tiNZg fZ' 0 VARIABLE (SEE NOTE TH ACSA U77LITY EASEMENT APARTMENT BLOCK h O h O J I I 1 I I l _ I h 0 � O � O 0 h 0 h 0 I1UMBOLDT STREET W YERS WAY CO 0 V S87'28'22"W 143.58' '.T 7A-- ?34a - / /23/ p. — — / Ex\ N al 235i / 10' ACSA ACCESS EASEMENT m� 1 (TO CONNECT BETWEEN 20' $ ACSA EASEMENTS) ACSA" U 11(20' NOT,,��ITMEASEMENT / GREENWAY EASEMENT / (HEREBY DEDICATED TO THE / / COUNTY OF ALBEMARLE, VA.) / / HATCHED AREA- / 'o 2.289 AC / /X 0. 30' 0' 30' 60' 90' %AOVW/ / ` OPEN SPACE F SCALE: 1"=30' X 0 ro 0 V 441t, 10' PRIVATE SANITARY LATERAL EASEMENT* NEW ALIGNMENT 20' ACSA UTILITY EASEMENT (SEE NOTE 13) *NOTE: ALL PRIVATE SANITARY LATERAL EASEMENTS ARE CENTERED 5' EACH SIDE OF THE AS -BUILT LOCATION OF UTILITY STRUCTURES. m N W16 O � m N J O N y Fi O;fl Q z a30w Q Q ¢ ¢ w 0 D W w K CCA a 0�0 o U o J Z Q FD Z fp 5 o V] No W Z 8 Ir % N M d Er Q Q w N J OJ 04 o o w a w U 0op a a m w 0 D ,U KRICV W Q CE a Q rD 0 z E- J U) I z J p j W Q = J Lu W O Lu OJC w Q w z0U):5 E_ w (n Q j Q Qo Y Lz z E- m O ~_ = O �0 z J Ccr D (0 Fco 2222 - 0 0000 0 000 cl) o LL zz 00 U) zz gg 30' 0' 30' 60' 90' � N o SCALE: 1"=30' co 04 o �o Qc�� LOT is / *NOTE: ALL PRIVATE SANITARY LATERAL EASEMENTS ARE CENTERED a 5' EACH SIDE OF THE AS -BUILT LOCATION OF UTILITY STRUCTURES. VATE SANITARY L1EASEMENT* / LOT 15 z LOT 29 NEW ALIGNMENT 20' ACSA UTILITY LOT 14 / EASEMENT (SEE NOTE 13) / ?0.0 I SIGHT DISTANCE / EASEMENT / i2 I / I / LOT 30 L=0.56'(TIE) / LOT 13 /yQ roe S, ACSA LOT 31 0 26 pc �� )7clry / / N ENr / / LOT 10 / h \ , / V LOT 32 \ \ \ \ J� Q Lor12 J 10 LOT 9 LOT 33 r "7/" \ R C:' Q 10' PRIVATE SANITARY N ¢/ LATERAL EPSEMENT* / LOT 34 I I / I VARIABLE WIDTH ACSA / ACCESS EASEMENT / LOT 11 _ SEE DETAIL 1V/5 38'46 „W LOT 8 \ l z 1 V/W ACSA ACCE S 97.40, \ EASEMENT CIV S80 95.28, I I I LOT 35 BARKLEY VIEW COURT \ I / VARIABLE WIDTH PRIVATE � SANITARY LATERAL EASEMENT* I I L=4.43'(TIE) LOT 7 II I VARIABLE WIDTH 20' ACSA UTILITY EASEMENT / cj 4 / LOT 36 (SEE NOTE 13) / LOT 4 N N I LOT 12 h LOT 10 I jl LOT S2005 13� h` ' rrn o 'gyp h 1,�691 A / �10' PRIVATE SANITARY= Q I SIGHT DISTANCE ESMT LATERAL EASEMENT* LOT 37 4 LOT LOT 5 VARIABLE WIDTH ACSA TC cD / ` Z •I ACCESS EASEMENT* Q N CD LOT 11 o V/W PRIVATE SANITARY Oct o I 1 LATERAL EASEMENT* \ / I \ LOT 38 bo I LOT 2 \ BARKLEY VIEW COURT v o° o o ama �W> 0;fl z ao� O O am —a m w ° � ¢w k = CA a U M 0( = o U o J Z Z C) x w> rn LLz cr % N M d ¢ Q U W N J Lj c 0 o o J E W a w U 0 a a mmc) D U KRI Q CE a- �Q O °z J j W Q = J Lu W Fr_ Ir w Q w z p CO :5 x w Q vI Q Q O �3 Y W z E— m O ~ U) r 00 z J zz 00 U) zz gg LOT 4 SIGHT DISTANCE ESMT LOT 3 LOT 2 LOT 1 LOT 5 \ \ / I I / / I Yl *NOTE: ALL PRIVATE SANITARY LATERAL EASEMENTS ARE CENTERED 5' EACH SIDE OF THE AS -BUILT LOCATION OF UTILITY STRUCTURES. Me SCALE: 1 LOT 37 it / / \ N / \ J7� \ / O V/W PRIVATE SANITARY LATERAL ASEMENT LOT 38 �'_ \5`//�\ . / GREENWAY EASEM�T' HEREBY DEDICATED ( . TO THE COUNTY OF / ALBEMARLE, VA.) -HATCHE AREA- LOT 39 LOT 40 10' PRIVATE SANITARY I I LATERAL EA EMENT LOT 41 / 0' 30' 60' 90' �1 I Y 11\ I m � 1 � I �v o F L=6.95'(TIE) a, G 66dmN oar¢ Q ��> O( Z ZZ) Q Q ¢ ¢ w 0 ww w K a U M O( = o U o Q q J Z Z x U) 5 o V] o LL % N M Lj Q W L J Z J O oo�a w U 0 a a m w 0 ��ALTH pF G � lj' O � o REVIEW U KRISTOPHER C. WINTERS a No. 2492 C COPY 4 sj Q CE a Q LO J E W Q = J Lu W O r� z O Q W Q W U) O LL Qm �Q�Qco -o C) Y W m O ~� D O =o U) c 0 z Ill .__J cr zz oa zz gg 0 o [h H H H F N Z ZZZ r to H w www co 2 2�� ¢ z O o00 m ui O U UUU � O LL ¢ p� 0000 LL U U UUU p w w www ❑ a aaa N N p N cmN ONON O W O Or 0) a N N N r ❑ N 000 ui w x ❑ Z r NP77 O 0' 30' 10' PRIVATE_'STORM -D S89*44'46"W 1 1, 60' 90' N22'24'41"E ..yam... �...� N89'42'37"E S82 32 02" _ " ' \ OPEN SPACE A �� z� _ 10'_P- _ STORM DRAIN ES�AT_ _ S24'51'16"W r E 53.08' z ... N89'59'55"E 98.86'_ .. 71 20.33' \ . _ _ N8_8'58'04_E_ _65.8_6'_ _ 5� 36.42 20' PRIVATE STORM DRAIN ESMT \ N zz I o �1S2g(i N65, o< I 10•. 38.74' 16 E126.32 <o Nw p 0Ri o <o of 1 \ / / •r20.0 N72'S4'S8°W� o �\ \\ 6 gM00UR�. 70 I'34'29"E I 21.06' 11.26 a o �/ F \ v N6a210/"//��/ o N89 2148 E 108.42 .. - .. ...1. _ I• II �I u'I C-4I ^I I I 10' PRIVATE w I STORM DRAIN ESMT 4- CD LO I I of I �� ZI I � I to � `_ I Ic I I I S24'09'36"E \IIo�N7_9'37'07 707-- w Ig 1• N 1 20' PRIVATE STORM DR IA N ESMT _62.28' N8413'16"W -,- -I 12_98' I 111.29 (T) I I APARTMENT I BLOCK I I I. 'I I I 00 I3 L': 1¢I -y Io S86'43'37"E I� W Imo. VARIABLE PUBLIC STORM DRAIN ESMT S18'44'11 "W 14.14'(TIE) VARIABLE PUBLIC c4.awg -L=28.12'(TIE) L= PARK RIDGE DRIVE L=3.51 _N12 09 09 E o t 7.68' o " o ^ _577•453 E o 2" 108.46'••. 98'(TIE) _ o S6� � V¢ 544124"E � 10824' 1. I� I� OPEN SPACE B 3 I 10' PRIVATE I I M + -,—..STORM DRAIN ESMT I I • ,N8455'46"W 100.60'_,, _ �_ S7631'2 110.50, <C S5234'59"E o r 19.06'(TIE) o � N55'05'03"W o ° 8.86' o \ L , N82'21'54'W 122.12' o �� oz 10' PRIVATE STO - h 0 22154 RM DRAIN ESMT o N07'38'06"E m^ n ' S8 N\ E 114.96 5.10' o �.�... N79212s^� N \� ��•..=104.57' �N' �� ,4 o H7�4356" cs N 20 PRIVATE STORM DRAIN MT I N •N S70\W 96 37g. 2 3S6ti' 2128"E 108. HUygti 1 36' 0 !V7325• ��T SHEET 0 1ST105, o S73?537f � o ?323,. o � h O {p _ J h N7756104"W o - - S38 22'22"E _ S7 24.14, J o N1996'04"E 10.00' S36'30'15"E 11.75'(TIE) 10.00' f0 < / 0� o m �.# 6•ol (¶ j VARIABLE WIDTH PUBLIC / STORM DRAIN ESMT J I VARIABLE WIDTH PUBLIC STORM DRAIN ESMT .\S�s\ \ N22'26'03"W 18.74'(T1E) o �\ Z10 0/ tip �o �NS9, MB0�07 IL ■ 66 N W Om N N �2 m N m < Q Q F .. O(o z ZD Ld OQ 0) 0)< 0 w O 0: W K CCA a U M � � = o OF U 0 Q J Z ZO 5 V] to o No W Z g rn % Ir Er N M d a Q W NLJ J 04 J o = a < w w 0op U u o Q a mmc) t REVIEW KRISTOPHER C. WINTERS > No. 2492 C, , COPY )4- W Q ICE LL d- J _. O U) Q I E- w Z p U Lu G Q W C_� W Q Q ILL O Q Q CID U) Y O c =LU ~ � j 00 O z W J cf)U) zz 00 u� zz gg 0 CD [h cr H H f2 F N Z ZZZ co wwwW 2 222 co 2 222 ¢ Z 0 000 m ui 0 0000 0 LL O > z z z z ¢ O 000 ,- O U UUU p ul m ¢¢¢ w w www ❑ a aaa N N N N8N8CpNW❑ cm D m CO 12) wm�Z \ 19.06'(TIE) N19'16'04"E 10.00' S36'30'15'E 11.75'(TIE) N16'34'23"E 10.00' 0.80' —L=1.35'(TIE) I �� • N89'S1 11 W 290.45�T)• m 0 //0M ep� TS /AFFT \ VARIABLE WIDTH PUBLIC STORM DRAIN ESMT s� 0 •6A `TF` / \ N22'2 18.74'(TIE)(TIE) NS�SA \ v •98. \ o \� 0 100' \ Sam \ o n� .A, sb `*?¢Sq� \ \Z4,\�N 20. 0, \\ T00 / ^o 0 9921 \ S82'29'16"E 13.02'(TIE) 0 v O O / 0 -5'6' j S ` o sss, `\ N6 S 2 \S163S�\ l o ^co 0 . • RA//y \ o h) 01) / o NO'+-F/ L4 L 11'4pFFI' 26.55' V/W PUBLIC STORM DRAIN ESMT PUBLIC SWM FACILITY EASEMENT S3314'10"W 13.41' S66'51'19"E 31.91' COT 23 \ COT 24 4OT26 COT 26 3125 W 39T9 � 4g9p' PARK RIDGE DRIVE S70'05'13"E OPEN SPACE E / 5.13' / / / / LOT 20 N37'02'21"E j 33 sr'lncl �O / 0). Q / � LOT 19 �Fo / p 2N / LOT 18 / v ' % 10' PRIVATE STORM DRAIN ESMT r / CALLS TO CENTERLINE / LOT 17 / I N7p27' eg6g 1�- / 3.12' 9569 iTJ V I I 1 LOT 16 1coco / cv • 131 / �O I I00 LOT 15 ^ / 1 10' PRIVATE STORM 1/ DRAIN ESMT ;Z,/I CALLS TO CENTERLINE I a � Ib N1�o N J O N y Q 3Fi w 0so z z<R p a01 ¢= 0 w ° ww k = CO) CA (LO = o OF O o Q J Z Q Z > xi V] U! o No LL Z g rn Ir % rr N M d a Q w00 NLj J 0 O ¢ ~ J a o o w 0op U u o Q a mmc) t REVIEW KRISTOPHER C. WINTERS a No. 2492 C, , COPY )4- W Q CE 0 _ a- J �- U U) Q z I Z w Z p Lu Lu U):5 Lu G Q W C-� 0 LL w i< J0 Q Q Y =� CIDO � U) cr LU ~ = j o O „- m W V cf)U) zz 00 u) U) M zz gg 0 CD cr H H H F - N Z ZZZ r co H w www 2 222 ZO 00000 000 () O LL -o���� > L z z z z it O 000 0 O 000 0 cn Q ¢¢¢ w w www ❑ a aaa ON N N p N cmN ONON O W O d1 r ❑ N 000 w w tE x 0 Z r NP77 O N m z o�N79'37'07"E 70.u�_ Ln 1 rn 11 VARIABLE PUBLIC b 10 STORM DRAIN ESMT I N_ Q�o I o 20 PRIVATE TS ORM D AR IN ESMT o - _ _62.28' r>G A I N8413'16"W - - 12_98' u, 111.29'(T) I w �... Z �... I ¢ I APARTMENT I BLOCK I I I I I'- I N 001W: 1¢I S18'4411"W —y 10 14.14'(TIE) S86'43'37"E 11oc 10.00, N IH con 4.96'(TIE)- CI� z1> VARIABLE PUBLIC ' la: STORM DRAIN ESMT 0c'. Lu I I v wl rQ CIZ 11 N. O N ICD M N42'53'37"W 6.2 ZI v�i l 11.70' e Ia 0.64'(TIE) 1.05'(T1E)00/ N7p25/ STORM ARP\C1 �..3391, /.•/' UC / N7820'34"W"J N71'38'42"W 8.55' S1�2516� o I20.00' rKIVATE STORMI DRAIN .. 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I / / I / GREENWAY EASEMENT / (HEREBY DEDICATED TO THE / / COUNTY OF ALBEMARLE, VA.) / \ / HATCHED AREA- 2.289 AC 30' 0' 30' 60' 90' \s, SCALE: 1"=30' 0 / / o �, \� �RgGeFC T ~ o so \�NiT �i'1f N27'07'22"E 31.46'� _.._.._.. .._.._.._.._.._.._/.22.44_ 1 24: PUBLIC SWM FACILITY EASEMENT N o3 0 o a w- Q F Ld r U � Z Q O am -a m w ° T � ErW K x &n a U M (0 00 o o Q J Z Q� Z (A > o r/] O W Z 8 Ir % N M d ¢ v Q W N J z J = o o w w U 0 u o a a m w 0 p,LTH op G O � o REVIEW U KRISTOPHER C. WINTERS > No. 2492 C COPY 4 s Q E- OU Q W J U) Ir Q > _ ow J = W w z Qb) Lu Q QLL _1 O Q O z rx � O O m F" z J 222 0000 zz oa U) zz gg 0 o [h H H H F N Z ZZZ w www co 2 iMPROJ\6234 - GLENBROOK PH III\SURVEY\DWG\SUBDIVISIOMSUBD GLENBROOK PH III R4.tlwg S63'34'OS 9.90' W \ 9- •. /!y \sue' �PgiNli�S S33'14'10"W o� so ESyT qp� 13.41' L_ OS- \ N27'07'22"E 31.46'�' �N N 22.44' 24,10(TIE 1„) PUBLIC SWM FACILITY EASEMENT M WMA LOT 32 LOT 33 �3¢T rv7¢ 3125~ S6651'19"E _� •. W 31.91' 39.7g ' �9p' 3.12' S05'40'40"W LOT 29 16.61'(TlE)� / :LO30 / / LOT 31 / S0111'04"E [-�'18.27' / LOT 34 / I / S7 • .�5P13p, / E� 103 20 / N1814'37"W (. ! 3.90' �XISIING 2p y L=9.5; BICYCLE EMERGENC- & PEDESTRIANACCESS ROAD qND 1$ ('NST#20 2� 909 EASEMENT S18'57'56"E �SZT'35�- 11.44'(TIE) \I LOT 35 S02'57'46"W� 27.66' L=11.56'(TIE) LOT 36 LOT 37 LOT 38 VAR PUBLIC STORM DRAIN ESMT LOT 11 LOT 4 LOT 3 . • N79'40'26"E J / N57'3514"E 19.27' � I Ve71j"W 1 � 9, 1 I LOT 16 • 1co I 13�' IM 00 LOT 15 j �^C), 10' PRIVATE STORM DRAIN ESMT � CALLS TO CENTERLINE wI �I LOT 14 LOT 13 LOT 12 BARKLEY VIEW COURT 71.05 S78 �9 37 LOT 2 \ c0 \ cr.\ 58.31, LOT 5 V \ M LOT 10 LOT 9 LOT 6 / / / / / / /Sy5'ti� LOT 8 / \ oOry/ 0 ram'/ LOT 7 / \ / 30' 0' 30' 60' 90' SCALE: ] a °� m o ama �W O;fl z Z¢ai� Q Q ¢ ¢ w O aA W W K x CA a O� = o U o Q J Z ZO U) o V]lw 0 o LL z $ rn tr > N M !L III ¢ v Q W N J J = o o w w U 0 n a a m m U p,LTH op G O � o REVIEW U KRISTOPHER C. WINTERS > No. 2492 C COPY 4 V� SUR cl) cc Q E- a- U Q � OJ c~n I w Q _ > J a Ofr - U w Q z O U) : O LL Q Lcuo m �i Q Q 0 Q ~ m O Lu ~ z U) m �0 0 z J00 Ccr D zz zz gg S13'52'55"W ..��17 372AS 15.74' O'PV�"S1286 SR3e ¢ N73y�35"W 144.18, . O \ J � , 0 J 0 P 0 0.80, �,-L=1.35'(TIE) PR/V4)Z- '6�'W FsyT 1jS 13' • O '7 o a 0 J N89'39'04"E / / \ 6.58'_ 64.78'/•_ T)*- IIE)...-..-..-.. \ N89'S1 1W .45 T 1 290• • • • \' PRIVATE WALL EASEMENT V/W PUBLIC SWM FACILITY, MAINTENANCE, DRAINAGE, & ACCESS EASEMENT OPEN SPACE F ZY. \• / /, i , GREENWAY EASEMENT /(HEREBY DEDICATED TO THE /COUNTY OF ALBEMARLE, VA.) `\ . HATCHED AREA- / 2.289 AC / EXISTING 20' EMERGENCY " BICYCLE & PEDESTRIAN PATMSS ROAD AND - EASEMENT (DB:5420 PG:586) 30' 0' 30' 60' 90' SCALE: 1 "=30' 08"W '/�\. 9.90' r \`sue'• �'PgGBvC' \\ \ NFsyl N64'47'24"E 26.55' V/W PUBLIC STORM S37'58'01 DRAIN ESMT 47. S3314'10"W r13.41' ,--L=16.44'(_nE) N27'07'22"E /' /ry'�/ 31.46'-•• 4.50'(T1E) ;/ 22.44' j 24.10'(TIE) 1 S01I1'04"E If-18.27' LOT 35 LOT 36 LOT 31 LOT 32 by S66'51'190E 31.91' LOT 30 ,oT 0 (ores 4OT ?6 (OT?6 3125 W 3979 \ 4Q9p 'Iros wAY S05'40'40"W 1 LOT 29 16.61'(TIE)---' ,M :n LOT 33 / / LOT 34 / 3p N1814'37"W ` { ( 3.go, L=9.53(TIE, 7714 S75\13 pb f I S02'57'46"W S18'57'56"E 11.44'(TIE) 1.56'(TIE) VAR PUBLIC STORM DRAIN ESMT I 12'(TIE) / LOT / 10' PRIVATE DRAIN E� CALLS TO CEN \ LOT 17 LOT 15 j 0' PRIVATE STORM DRAIN ESMT - 1 CALLS TO CENTERLIN J LOT 14 BARKLEY VIEW COURT ME 10 am¢ o a �W O;fl z z¢onul LLi Q Q T ¢ ¢ w 0 W K Uj CA 0 a x v = o O� U 0 Q J Z Z U! o 0 LL Z g rn Ir % W N M d a w QU) w N J O o J o = a w �op U a a m w 0 t REVIEW KRISTOPHER C. WINTERS a No. 2492 C' ' COPY )4- W Q CE O a- J _ C) > E- W Q z OLL 2 O O J Lu co Lu Q > Q _J Q O Q z o m o m Lu ~ z O Q O E- z Ul W J cf)U) zz 00 u) U) M zz gg 0 CD [h Cc ZZ ZZZ N ZZZ o w www 2 222 co 2 222 ¢ 00000 000 m ui 0 C6 0 LL 1) 0 > L z z z z ir ¢ O 000 C.)U UUU O U) Q ftItIr w w www ❑ a aaa (V O N N Ocm-NON NNN N N N M w a O N N Or cm r ❑ N 000 ui w x ❑ Z N M 7 M OPEN SPACE B O — — — LAND CAPE RIVATE SIDEWALK g • — MAINTENgNCE 58276'26'E — EASEMENT — 153.54' \ 0 o a, S6g'39'37"F \ 13624' . h \ . o \ h \ o \ 0 2.40'(TIE) h 0 m h O 0 O NUMgCLDT STREET 0 h 0 h 0 J o ,r, 0 0 J ,p 13.68'(11E) � � — — 0 J S7734'13"E h M �'— 13741' o Zr) VFW PRIV ATE m h SID _ AINTENANCEALK & LANDSC o EASEMENT APE CIVT \7308o8"E P7. m a 12.52'(11E) O 8 q o 20' 0' 20 40' 60' 0 SCALE: 1"-20' MEYERS WAY H�MeO`oT s W w m N m N m p Q Q Q r 0(o LD z F Ld av OQ 0)¢ 0 w O ww W K CCA a v = o OF O 0 Q J Z Q Z > xi V] to o o W Z g rn Ir % rr N M d a Q W N w O ¢ ~ J a o o w 0 U n n�¢ a m w 0 t REVIEW KRISTOPHER C. WINTERS a No. 2492 C, , COPY .4 E- W `W V J C� Q W p Q 2 J oz U) GE w E~ z z000:5 O LL J Q m QLL C� Q > Q Q 0 m D Y O O m = �z =o ai I4 z W W J C1. cf)U) zz 00 M zz gg 0 CD 'IT cr cl- HN H H F N Z ZZZ o wwwW 2 222 co 2 222 ¢ Z 0000 m ui 0 0000 O LL 0 > z z z z Cc 0 0 000 0 ul Q ¢¢¢ w w www ❑ a aaa p N NW❑ cm �Nc� N N CA 0 OM N tu NN cn