Loading...
mb475_045-051AREA: 17.000 ACRES (GROSS) 11.916 ACRES (NET) NUMBERED LOTS: 69 LETTERED LOTS. 7 (ALL OF TENTATIVE TRACT NO. 37576) OWNER'S STA TEMENT- IN THE Cl TY OF MENIFEE, COUNTY OF RI VERSIDE, STA TE OF CALIFORNIA TRACT MAP NO. 37576 BEING A SUBDIVISION OF THE NORTHERLY 17 ACRES OF THE WEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 10, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN AS SHOWN BY UNITED STATES GOVERNMENT SURVEY. HUITT-Z L ARS WE HEREBY STATE THAT WE ARE THE OWNERS OF THE LAND INCLUDED WITHIN THE SUBDIVISION SHOWN HEREON, THAT WE ARE THE ONLY PERSONS WHOSE CONSENT IS NECESSARY TO PASS A CLEAR 77TLE TO SAID LAND, THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DIS77NC77VE BORDER LINE. EXCEP77NG THAT THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES. • LOT 'A' AND LOT 'B; INCLUSIVE. THE DEDICA77ON IS FOR PUBLIC ROAD AND PUBLIC U77LITY PURPOSES AS A COND177ON OF DEDICA77ON OF LOT 'A'(BRADLEY ROAD) & LOT 'B' (HOLLAND ROAD), THE OWNER OF LOTS 47 THROUGH 52, INCLUSIVE, LOTS 66, 68, AND 69, ABUT77NG THESE HIGHWAYS AND DURING SUCH 77ME WILL HAVE NO RIGHTS OF ACCESS EXCEPT THE GENERAL EASEMENT OF TRAVEL. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS /N THE VACATION THEREOF SHALL TERM/NATE THIS DEDICATION AS TO THE PART VACATED. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES. • TO THE CITY OF MENIFEE, AS SHOWN ON THIS MAP. THE DEDICA77ON /S FOR LANDSCAPE AND MAINTENANCE PURPOSES OVER LOTS 1 AND 65. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: TO THE CITY OF MENIFEE, AS SHOWN ON THIS MAP. THE DED/CA 77ON 1S FOR STORM DRAIN PURPOSES OVER LOT 7. WE HEREBY RETAIN "THE PRIVATE STREET EASEMENTS" AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: THE PRIVATE ROAD EASEMENTS SHOWN HEREON, THE DEDICA77ON IS FOR PUBLIC UTILITY PURPOSES TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR EMERGENCY VEHICLES WITHIN "THE PRIVATE STREET EASEMENTS" (LOTS 'C' THROUGH 'G; INCL US/ VE). WE HEREBY RETAIN LOTS 66 THROUGH 69, INCLUSIVE, FOR OPEN SPACE AS SHOWN HEREON FOR PRIVATE USE, FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: OVER LOTS 68 AND 69 SHOWN HEREON, THE DEDICATION /S FOR COMMUNITY TRAIL PURPOSES WE HEREBY RESERVE THE ACCESS EASEMENTS AS SHOWN HEREON FOR THE BENEFIT OF LOT 9 AND LOT 47 OWNERS THE REAL PROPERTY DESCRIBED BELOW /S DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES.- TO EASTERN MUNICIPAL WATER DISTRICT ("DISTRICT"), A PUBLIC AGENCY ORGANIZED AND EXISTING UNDER AND BY VIRTUE OF THE MUNICIPAL WATER DISTRICT LAW OF 1911, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL EASEMENT AND RIGHT OF WAY TO CONSTRUCT, MAINTAIN, ENLARGE, RECONSTRUCT, REMOVE AND REPLACE, OPERATE, INSPECT, REPAIR, IMPROVE AND RELOCATE SEWER AND WATER FACILITIES, ALL AS SHOWN ON THIS MAP WI THIN THE SUBDIVISION AND DESIGNATED "SEWER AND WATER EASEMENT"' HEREON, TOGETHER WITH THE RIGHT OF ACCESS TO AND FROM SAID EASEMENT FOR THE PURPOSE OF EXERCISING THE RIGHTS GRANTED IN SAID EASEMENT. OWNER RETAINS THE RIGHT TO USE THE EASEMENT AREA PROVIDED THAT OWNER SHALL NOT CONSTRUCT OR ERECT BUILDINGS, MASONRY WALLS, MASONRY FENCES AND OTHER STRUCTURES OR IMPROVEMENTS, OR PLANT OR GROW TREES OR SHRUBS, OR CHANGE THE SURFACE GRADE OR INSTALL PRIVATELY -OWNED PIPELINES WITHOUT THE PRIOR WRITTEN CONSENT OF DISTRICT. MERI TAGS HOMES OF CALIFORNIA, INC., A CALIFORNIA CORPORA 770N AARON TALARICO DTQFGT-bR-- FOXW49D PLANNING SIGNATURE OMISSIONS THE FOLLOWING SIGNATURES HAVE BEEN OMITTED UNDER THE PROVISIONS OF SECTION 66436 (a)(3)(A)(i- viii) OF THE SUBDIVISION MAP ACT, THEIR INTEREST 1S SUCH THAT IT CAN NOT RIPEN INTO A FEE TITLE PURSUANT TO THE PROVISIONS OF SEC77ON 66436(a)(3)(A)&(C) OF THE SUBDIVISION MAP ACT THE FOLLOWING SIGNA77JRES HAVE BEEN OMITTED: 1. AN EASEMENT IN FAVOR OF GENERAL TELEPHONE COMPANY OF CALIFORNIA FOR TRANSMISSION OF ELECTRIC ENERGY FOR COMMUN/CA77ON PURPOSES RECORDED FEBRUARY 7, 1978 AS INSTRUMENT NO. 78-24124, OFFICIAL RECORDS. BOND CERT7FICATE 1 HEREBY 77FY THAT A BOND /N THE SUM OF $ 00 H _8EEN EXECUTED AND FILED N9 ^E BOARD OF SUPERVISORS OF THE COUNTY IVERS/DE, CALIFORNIA, CONDITIONED UPON PAYMENT OF ALL TAXES, STATE, _OUffTlY MUNICIPAL, OR LOCAL, AND ALL SPECIAL ASSESNTS COLLECTED AS TAXES, �6{llCH A T THE TIME OF FILING THIS MAP WITH THE COUNTY RECOfti,�R ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN -,DULY APPROVED BY SAID BOARD OF SUPERVISORSS, t,cc44CJ'C"' Xp�I�wi�.�+t( ♦t.c cd'�c�(-tics1` DA 7E 2_( 2020, e,, "`'u 99 SURETY TAX ✓BOND JON CHRIS7ENSEN COUNTY TAX C CTOR �-� A--=- ,DEPUTY TAX COLLECTOR'S CER77FICA TE I HEREBY CERTIFY THAT ACCORDING TO THE RECORDS OF THIS OFFICE, AS OF THIS DATE', THERE ARE NO LIENS AGAINST THE PROPERTY SHOWN ON THE WITHIN MAP FOR UNPAID STATE, COUNTY, MUNICIPAL, OR LOCAL TAXES, OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, .EX , y DATE: ' 1A ft er.., COUNTY TAX COLLECTOR BY ;OA- . EPUTY APRIL, 2018 SURVEYOR'S STA TEMENT SHEET I OF 7 SHEETS RECORDER'S STA MWENT FILED THIS DAY OFUi1� 2020, A T M. IN BOOK OF MAPS, A T PAGES - , AT THE REQUEST OF THE CITY CLERK OF THE CITY OF MEN/F NO. �b v -►w PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER BY- ( DEPUTY SUBDIWS10 GUARANTEE BY- CHICAGO YCHICAGO 777LE INSURANCE COMPANY THIS MAP WAS PREPARED BY ME OR UNDER MY DIREC77ON AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS DF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF MERI TAGS HOMES OF CALIFORNIA, INC., IN APRIL, 2018. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POS177ONS INDICATED OR THAT THEY WILL BE SET 1N ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WLL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTAN77ALLY CONFORMS TO THE COND177ONALLY APPROVED TENTATVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN. /kL L A 7 -Zi► -2o it DAVID W. MACKEY, P.L.S. 8 l2 * N0. 8912 sT�Tf OF co&%F Cl TY SURVEYOR'S STA TEMENT THIS MAP CONFORMS TO THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES I HEREBY STATE THAT THIS MAP HAS BEEN EXAMINED BY ME OR UNDER MY SUPERVISION AND THAT 1 AM SA77SFIED SAID MAP IS TECHNICALLY CORRECT. DATED 9OG% O 19 6L , 2020. DENNIS JAN!!A, P.L.S. 6359 CITY SURVEYOR, CITY OF MENIFEE LAND s WAYNF✓Gin o y No. 6359 OF Cl TY ENGINEER'S STA TEMENT- I HEREBY STA TE THA T I HA VE EXAMINED THE WI THIN MAP; THA T THE SUBDI VISION AS SHOWN HEREON /S SUBSTAN77ALLY THE SAME AS IT APPEARED ON THE VES77NG 7ENTA77VE MAP OF TRACT NO. 37576, APPROVED BY THE CITY OF MENIFEE IN JUNE 2019, AND ANY APPROVED AL TERA 77ON THEREOF. THAT THE PLANS FOR THE DRAINS, DRAINAGE WORKS AND SEWERS SUFFICIENT TO PR07ECT ALL LOTS IN THE SUBDIVISION FROM FLOODS HAVE BEEN APPROVED, THAT A COMPLETE SET OF PLANS FOR THE CONSTRUCTION OF ALL REQUIRED IMPROVEMENTS HAS BEEN FILED WI TH THE COMMUNI TY DEVELOPMENT DEPARTMENT AND THA T THE SAME HA VE BEEN CHECKED AND APPROVED, AND THAT ALL IMPROVEMENTS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS OR THAT THE SUBDIVIDER HAS ENTERED INTO AN AGREEMENT W17H THE CITY OF MENIFEE COVERING COMPLE77ON OF ALL IMPROVEMENTS AND SPECIFYING THE 77ME FOR COMPLE77NG THE SAME AS MAY BE REQUIRED BY THE COND177ONS OF APPROVAL DATED JULY 17, 2019. DATED 2020. e®QROFESS`0 o� P's. S. u N®, 68190 H AWVA . MUCA�,1►l.AD. R.C.E. G8t90 � Cl ENGINEER, CITY OF MENIFEE`GevE �. MENIFEE CITY CLERK CERTIFICATE: THE CITY OF MENIFEE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BY ITS' CITY COUNCIL, HEREBY APPROVES THE 7RACT MAP 37576, AND ACCEPTS THE OFFER(S) OF DEDICATION MADE HEREON FOR PUBLIC STREET AND PUBLIC U77LITY PURPOSES THE COUNCIL DECLARES THE ACCEPTANCE OF THE OFFER(S) IS TO VEST 77TLE IN THE CITY ON BEHALF OF THE PUBLIC FOR SAID PURPOSES BUT THAT SAID STREET(S) SHALL NOT BECOME PART OF THE CITY MAINTAINED STREET SY57EV UN77L ACCEPTED BY THE CITY PURSUANT TO SECTION 941 OF THE STREETS AND HIGHWAYS CODE. THE EASEMENTS FOR STREET AND PUBLIC U77LITY PURPOSES, LOT 'A'(BRADLEY ROAD) & LOT 'B' (HOLLAND ROAD), THE PRIVATE ROAD EASEMENT FOR PUBLIC U77LITY AND INGRESS AND EGRESS FOR EMERGENCY VEHICLE ACCESS PURPOSES OVER LOT 'C' (ALCOVE LANE), LOT 'D' (MALTESE WAY), LOT 'E' (NOLANA WAY), LOT 'F' (SKYWEW CIRCLE), AND LOT 'G' (BOWERY COURT), HEREBY ACCEPTED, SUBJECT TO IMPROVEMENTS, THE EASEMENT FOR COMMUNITY TRAIL PURPOSES OVER LOTS 68 AND 69, HEREBY ACCEPTED, SUBJECT TO IMPROVEMENTS, THE EASEMENT FOR LANDSCAPE AND MAINTENANCE PURPOSES OVER LOT 1 AND LOT 65 AS SHOWN ON THIS MAP, HEREBY ACCEPTED, SUBJECT TO IMPROVEMENTS, THE EASEMENT FOR STORM DRAIN PURPOSES OVER LOT 7 AS SHOWN ON THIS MAP, HEREBY ACCEPTED, SUBJECT TO IMPROVEMENTS, DATED //elhhAr —1 , _2Q2a EASTERN MUNICIPAL WA TER DISTRICT'S ACCEPTANCE STATEMENT I HEREBY STA TE 7HA T THE EASEMENTS DED/CA TED ON THIS MAP TO THE EASTERN MUNICIPAL WATER DISTRICT ARE HEREBY ACCEPTED AND THE DISTRICT CONSENTS TO THE RECORDATION THEREOF BY ITS DULY AUTHORIZED OFFICER. . DA TE 69 SHEILA ZELAYA,0 RD ECRETARY OF THE EASTERN MUNICIPAL WATER DISTRICT THE BOARD OF DIRECTORS THEREOF. NOTE:• SEE SHEET 2 FOR NOTARY ACKNOWLEDGEMENTS SECTION 10, TOWNSHIP 6 SOUTH, RANGE 3 WEST, S.B.M. SCHEDULE "A" R30936ZO1 c) c y a �'� ao ih o��'� n � a ci co '1r anyCCH z''t Cb "' O r"zn ` GRID NOR7"f l f { rn ry 55 Coit �Ot p y Q S �T I GEODE 770 NO 0� pOrbpn p� Z N h R7N ��h��`�v�I(/3 yr / { �NZ 5 aZc���h° ss p v) r�� % { ra,370 \\`� � ` 009 ' �G �V�s ¢¢' p z r { Ri RO�/Np 1g E n h Z y tC { 90 N�nnjptmil�nVt f{ Coit O�C�� O wvv, h r n z � may � oop�rTlCU h O !?t�porr�a�� / {c, zoo 5pvz CwQp�),o-rri ��gjO U) Op� 2 o ) pm SCJ)6i �Z� 88 Mµ f ) BRADLEY ROAD o — „ :err of NO T ST" ARTER OF THE NORTHW / Q TER OF SECTION 10, TO HIF f I s � vgg 8� OUTH, RANGE WEST, BASE / NFOUND " IRON PIPE WTH l f / PLAS77C1 PLUG AND TACK „RCE 31574-, PER R2 AND / I CERT fCA7E OF CORREC77ON 1 / 2005-0181229, D.R., FLUSH / / r,. i Rw rg I I h Z a BRADLEY ROAD =I y r mo b O HAUN ROAD C1t ii ass eaeG �a ca �a voc�a vain z z �z mz � Cz �,,oz �a N) a Z O� v) �� !� � �(n tv�zC� �•y y y ,iy �y O� by �taoy O Oy n v)Z 2 cO p ��C a� oo� n o M -i � (f)� a c c� Zc o? hZ �^�iZ-n � p b O d 2 n R h Z cn va op ,. pl' moo i� c)rpz �� mac) �7 2 () ��1 CC -)COQ � 2 o o (/)1:1 r7l p y r G) oa o �z a O p h PE 4-1 NV \I / / ,off / o I h Z a BRADLEY ROAD =I y r mo b O HAUN ROAD C1t ii ass eaeG �a ca �a voc�a vain z z �z mz � Cz �,,oz �a N) a Z O� v) �� !� � �(n tv�zC� �•y y y ,iy �y O� by �taoy O Oy n v)Z 2 cO p ��C a� oo� n o M -i � (f)� a c c� Zc o? hZ �^�iZ-n � p b O d 2 n R h Z cn va op ,. pl' moo i� c)rpz �� mac) �7 2 () ��1 CC -)COQ � 2 o o (/)1:1 r7l p y r G) oa o �z a O p h PE 4-1 NV \I �vo� n ' ~rri rri (n 2�Z ��• i ON ~• `O r t,i r- rnOZ � tea= r rTtc b r,rlp0 rrl a ZZa 0� Z Tj b o F-3 . b �10 Q� rtis F- r nlC) a Irri Z rl �� A~ ZEN F qa �:�o oO D _r ZZ a �o o� i Itb A b-~ O� < 301 N ❑ O �c UtZ� ��Z� C Z "f--- �r Zrr, � a O Q O 0 2 1-1c o oN rr b a Poo 2 bk �Z � p0 �� C) � 0 Op �C Zo A ,tn Ila = 2 O� rr, �Z cjoi o a by b I. rrl p c! d 0 ��p �p :70 �o �-o p anaa� 50 57 56 �I'. rr Rl rr,ITt `I I O U'0_0_0NW p0000poC.0o C*V�V �D p can v 1�yZv` I T 04 �G BRIM A i n ' ~rri rri (n �nr"2 r t,i r- rnOZ � �a p c) u) W ��_ 2 Tj F-3 O rri 5 . N O b� Q � ao F qa z � w w� ,€moi l w CORSON AVENUEEXISTING RIGHT OF WAY PER _ _ _Ngp 63(gPARCEL PARCEL MAP 5364, P.M.B. 10/87 -.- I cn N0030'S0"E 2,63394' M&Rl — poffo0o �l®1�7 BRADLEY ROAD — — — 1315.89" o o o 4� _200. 1, (111708' R4) o _&_8.74'628.25-rM & :D�7 CALC PER R6 oI .F ma Mo aIt00 rz) P °roc nm2 I (�h;� :p °z oz �o ncen� y u;r rt :Z oz �2 OM°rbTt O �a'Ti �" ZO ,y�t0 Z17� `� rl,_`� p. I ",z O y tea w2 ,0 00 �Zm nv� `na �=QZ ooh Zmr"O" a rn„Lo v OC � :b. O� 111218 ni woo At �-= C O A� o W O 00 rnQ m y Z z�a rn rn o r,��o�n Oto -nc Az�� mz Z Z y z 2p a04 u o���'m"q�� p 2 OAO rr'_D,I O 200 N0033'16 "E 2,63J. 74' (2,63J. 5J' R4) — —1,516.88'_ (1,516.34' CALC PER R5) 1,116.86' (1,117.08' R4) 571.86 (573.51' CALC PER R5) 131.40' 131.40' 232.20' M&R3 -� 2� 50' p N i O� 111218 ni woo At �-= C O A� o W O 00 rnQ m y Z z�a rn rn o r,��o�n Oto -nc Az�� mz Z Z y z 2p a04 u o���'m"q�� p 2 OAO rr'_D,I O 200 N0033'16 "E 2,63J. 74' (2,63J. 5J' R4) — —1,516.88'_ (1,516.34' CALC PER R5) 1,116.86' (1,117.08' R4) 571.86 (573.51' CALC PER R5) 131.40' 131.40' 232.20' M&R3 -� M&R3 M&R3 ori �V owe, C"�° I f( t O 2 ONO, I o O n ^e .' I ` �'i yO r OOsH' I� t C n y 3 -... " i r-�• L ., c,.", krt? ' n ��" p ; Gi n) ar O 50' t c 50y� �V k�r Z�i3 '4>tE V+V�1 1.�`v� `a f CJO V :..3;J e,iti;-„ O ,, -."yo �1 _vo "' � � � �A Z Cl I m rl r� b n�chi, ZjZ I't o w do ^� w (oo FOUND 1" BRASS CAP STAMPED "RIV CO. TRANS ° n N i (Z' ~ ^' CL INTR; FLUSH, PER CORNER RECORD 07-0298 Z - I SADDLEBACKLANE I t f Q I FOUND 1" BRASS CAP STAMPED "RIV CO. ESTABLISHED AS THE EASTERLY LINE TRANS CL INTR", FLUSH, PER CORNER t SEARCHED, FOUND NOTHING, OF THE WESTERLY 1/2 OF THE RECORD 07-0299, ACCEPTED AS ESTABLISHED SE CORNER N t/4, NORTHWESTERLY t NORTHEAST CORNER, NORTHWEST 1/4, SECTION f0 BY PROPORTION — — — — — — /4 OF SEC7/ON 10 — — — — — — - - �— NORTH 1/4 CORNER SECTION 10 - - - NOQ35'45"E 2,633.54' M&Rf •. STERN DRIVE C Iv I 0-0) A Ino I A HELD RECORD ANGLE OF 893743" PER Rf N0040'25"E 2,63314' M&R1 - - _ - - - - - - -- I SEARCHED, FOUND NOTHING CENTER SECTION 10, SHERMAN ROAD FOUND f 1/2" BRASS GAP STAMPED IS 6654" IN r 1` ESTABLISHED BY LIEU OF ! IRON PIPE AND TAG IS 6654", FLUSH, INTERSECTION PER RI PER Rt ACCEPTED AS NORTH 1/4 CORNER SECTION 10 t , l Al 50' p � ~2 O O N O �a ao �4 t f� � w I a i Itb A �P N M&R3 M&R3 ori �V owe, C"�° I f( t O 2 ONO, I o O n ^e .' I ` �'i yO r OOsH' I� t C n y 3 -... " i r-�• L ., c,.", krt? ' n ��" p ; Gi n) ar O 50' t c 50y� �V k�r Z�i3 '4>tE V+V�1 1.�`v� `a f CJO V :..3;J e,iti;-„ O ,, -."yo �1 _vo "' � � � �A Z Cl I m rl r� b n�chi, ZjZ I't o w do ^� w (oo FOUND 1" BRASS CAP STAMPED "RIV CO. TRANS ° n N i (Z' ~ ^' CL INTR; FLUSH, PER CORNER RECORD 07-0298 Z - I SADDLEBACKLANE I t f Q I FOUND 1" BRASS CAP STAMPED "RIV CO. ESTABLISHED AS THE EASTERLY LINE TRANS CL INTR", FLUSH, PER CORNER t SEARCHED, FOUND NOTHING, OF THE WESTERLY 1/2 OF THE RECORD 07-0299, ACCEPTED AS ESTABLISHED SE CORNER N t/4, NORTHWESTERLY t NORTHEAST CORNER, NORTHWEST 1/4, SECTION f0 BY PROPORTION — — — — — — /4 OF SEC7/ON 10 — — — — — — - - �— NORTH 1/4 CORNER SECTION 10 - - - NOQ35'45"E 2,633.54' M&Rf •. STERN DRIVE C Iv I 0-0) A Ino I A HELD RECORD ANGLE OF 893743" PER Rf N0040'25"E 2,63314' M&R1 - - _ - - - - - - -- I SEARCHED, FOUND NOTHING CENTER SECTION 10, SHERMAN ROAD FOUND f 1/2" BRASS GAP STAMPED IS 6654" IN r 1` ESTABLISHED BY LIEU OF ! IRON PIPE AND TAG IS 6654", FLUSH, INTERSECTION PER RI PER Rt ACCEPTED AS NORTH 1/4 CORNER SECTION 10 t , l Al a t /-C BRADLEY ROAD It AT � r ff ti h � ti 4 o o 20.19' � o o ---- N89 29'10 "W 120.00' 60.80' 46.27' N Q) W Q o o vy O 4 o ----- - 46.94' 62.50' N8929'10"W 120.00' v N v v O 95.36' N 00 N89 O 86.00' N89 41'52 "W 216.51 ' 1 A ( �rro�'G 6� r L=33.06 ti � ( { " N8929'10 W 120 00' 1 v 1 N �± MALTESE WAY L PRIVATE STREET ( } I � �q. i� N62 48 25 W �' --------' " � + ' , 172.80 2 U, 0 211.00' ( 4284 ( rq . 43.16 ( ( 259.67' N89 29'10"W 120.00' 1 zi " 0' 9ti����/6� N374844"W RAD o v N _ - - - - - oo �. 21.90' N8929'10"W 120.00' N N89 41'52"W 470.67' a N � n m a o, o 6 fry � A 115.21' O m N N8929'10"W 120.00' a, oa v � Ka 2 y U Oo ti NtN3 o 8.32 41 'S2"W Rya ' 4 SEE SHEET B I N89 23 10 W 124.50 is 56 00 rn 28 1I 28 r_v N89 41'52"W 151.55' p y a 134.22'v t• o N89 41'52"W 115.97' 0 V � ma � N8929'10"W 124.50' f' 2'r�• -4 o p� I Ra O A�2O V co rn v rn 400 218.OQ'1" R=4 N8929'10"W 124.50' a3r5?"� X00- L-178.13' Rya rn 1(r O 00 14 iz n R1' p a W O (.` � �o 6j yyaD i '1 C I o 90.5 M a I o N8929 10 W 124.50' 00 ti Z "q N89 29'10 "W 112.96' �_ O y v co � 0 N Iv rn rn N 9)o ti d= 1678'50" d=1020'10" L=18.04' Oo Q R=100.00 N8929'10"W 120.81' L=28.47' _ - - ''`------- RAD - 15.00' -w----- 2 � - r N N89 41 'S2 "W 124.50' N8929'10'W 122.01' o n- II flil v 0p 62.00' 62.50' 60.80' 61.21 ' ui Oo co W ioovi z Qt Ri II o `° N8929'10"W 121.31' 1 V 00 V V O p 1:lj OOo V O O v 5 6 6 p Vii ice. W CH O R1a ,� I Cri y 4 28' 28' oma N N N U N vOi f� cin ('� r rO,y' Rta nOja 41`.��.� a N O fnN -1 0-1 -1 0 11 �Ico 516' w ry N I fn n o � 28' 28, N8929'10"W 121.27' 1 a ----- 10.94' 1�InnQ ti h ti { ( s 20.19' ----- - ---- 60.80' 46.27' W P's ----------- ----- - 46.94' 62.50' 9, d=26 40'45" v N v ( N89 41 'S2"W 95.36' L{ py N89 41 '521 W 86.00' N89 41'52 "W 216.51 ' 1 A ( �rro�'G 6� r L=33.06 ti � ( { Na Q 1 o 1 N �± MALTESE WAY L PRIVATE STREET ( } I � �q. i� N62 48 25 W �' --------' " � + ' , 172.80 2 U, 0 211.00' ( 4284 ( . 43.16 ( ( 259.67' 1 zi " 0' 9ti����/6� N374844"W RAD _ - - - - - oo �. 21.90' N89 41'52"W 470.67' LOT 'Q' n m a ��� r N8929'10"W 115.21' m N l�Q� I rev ( N 41 'S2"W 397.87' 53.06' 60.00' 60.00' 60.00 60.00' 60.00' 44.81' �'yo mow. 20. 38' O" --------- r-------- ( odo. �o wy //_ NCj R�n1 o (op o v( 9D� v� I O { N p ., O Rl (1t v p tv v N v Iv tv N v I N 2 W a O N8929'10'W 115.97' -0.sc `fv,, o rq a N n1k W rq O "�► rq A rq O 01 rq 4 V co p ( �I Rla.' rqry IV ,y K3 r1 NO O y Q p 59' I G) h Rya Q rq .114 ~ Q ~ a 74p O O o { �' to O N o 0 o O O o ( 1 Wi l, 00 ( 63.41 ' 60.00' 60.00' 60.00' 60.00' 60.00' i 60.54' 60.00' 115.70' -+ 603.64' 59.00 -+ N89 41 'S2 "W 662,64' V 50' I 50' # 1�InnQ ,ovo `, ti h ti rn ,ovo `, ti L{ py �h2 rn o ~ -,t5Mb4v k 11 tu IV u U J. 43' 72.7J' HOLLAND ROAD 660.01'ASHBURY ROAD - - - - - 159.00, 604.44' N89 41'52"W 663.44' io, i soo HOLLAND ROAD Qh i8 i DEDICA 7ED HEREON ol -N U6 rq i i N89*41'52"W 590.44' '77=P 00 6 � -60-,- 6 59 00 1472 66. 0. 0 W0766.24U .92 --------- 14. 10' it 5.67' 90 Q as 59'a 43 Z (o Q '4 00 Q co N 00 00 00 00 N3 Q OOO r-q rq rq N8929'10"W N89:29'10"W 136.64' 66.94' I IN r 1 N) N) Q I-- N) Q Ct 6 1- So 1-24 i "ISO 16 lrq %*ft4 60. 00' Lo 60. 00' 60. 00' 1�8 '11 C) r1i N89 4152 W 216.51 6 LOT V N8.9*29'10"W 121.78' tz -4 P-1 zt N89*41'52"W 216.51' 10> N5078'50"E .0 r rri . .. ... li;�� r 3r- % --,-o- RAD 21.96' NOLANA WAY P Q) E-Ij N (PRIVATE TE S TREE T) -70 Q� -Z-0 A 1p qr N89*41'52"W 216.51' \\ V, \ 0 �3 (o Q .5r, I 1 1 :�, 00 0 fj() I. '-�. cIII Z 101� C) 4Z04' 62.52' 60.81' -'-,46,15' 0. d=0554'55" L=ZJJ' N89*29'10"W RAD 121.74' r- 27,67' 1' -it - it P ill Z 5 6' 5 ' 28, Q) 28' 6co, 28' 28' N89*2,9'10"W 120.00'Q1 :P6 Zyy P, t ui lzi rn Q) 7-4 R rq 110 Q, P 0) 01 r -q N rq --4 Q) Z N8929'10'W 121.70' C� Ft § q, Co I 'v ij M -4 to Q, u! 0) Uj P N89'29'10"W 120.00 Wry u•; 61.98' 62.52' 6o. 82' 61.21' 00 O nOj .14 Nil N89*29'10"W 124.50' N89*J745E 122.03' N �i z""iCa :?t r 16.29 ,,4 N89*29'10"W RAD 121.66' d=1678'49" d=1678'49" -S. Q1 ctioR=100.00' R-100.00' C C) t L-28.47' .0D 2 A V) Q) L=28.47' (ZI N89 29'10"W 120.00' IZ7J' Z� 3 �d r� 2 -rri r-11 Q) C, N8929'10'W 113.01' (o m r-ri N) rq :::i 10 Q) rq rq zt O rq --4 An w4 � (ZI rri `n Iw 17Z"� 2 (A N) 14 z -4 N8929'10"W 124.50' "n 'Zi - co %KPtM :70 :70 046. -N 03co A-- 18101'24" V6 363, L=15.10' N89*29'10'W 120.00' 17% A r,r1 -r11 IP Cj ,I Q. -r I o Qa p (A--212*3741" N89*29'10"W 124.50' -16 io -48. 00' z 1�8 - R L=1 IV Z -A-1 N8929'10'W 120.00' to 4 N) os -k 14 C) C) Jo, k -.z Ct PAffaM AMP 0� �C N89:29'10"W 124.50' 28' 5 6' 28' � Lo N89*41'52"W 151.55' N8929'10"W 120.00' 134.22' N8941'52'W 115.97' SEE SHEET 5 HOLLAND ROAD 1 N� NQ 13.66' 81.70' -•► N89 4152"W 94.96' -► Rye$ n A -212-37'37V " 2g'36 Ga,j63�s � �23559 rri nrri l 0 � o Gi �nril o � rrlrri� r m Crri Z) 6q d� (,4 C,4 N N8941'52"W tv IZ jhl I A 03 03 151.55' Z (3 vi C ;r p �a N a a 37'41 " Oti / aR$pp Z ICV �a �U) O O C,t a v� HOLLAND ROAD 1 N� NQ 13.66' 81.70' -•► N89 4152"W 94.96' -► Rye$ n A -212-37'37V " 2g'36 Ga,j63�s � �23559 514- a 0 0 r � o Gi 1.1Z N o � �Nr r m wo 6q d� N8941'52"W tv IZ jhl I A o 151.55' o rq C ;r p to :F N a .-- — 37'41 " Oti / aR$pp int° v <<t cn ICV to C F f \i Xis ___ N8334_'15"py RAD 514- a 0 0 r � o Gi 1.1Z N o � N8941'S2"W z) i INS t k l / tv IZ jhl fti N89 41'52"W 3 C 397.87' p to :F 13.76' / 53.06' .-- — 37'41 " Oti / aR$pp int° v <<t cn ICV to C f \i Xis a z Op6 O W t[t rh° F 514- a 0 0 r � o Gi p �24 o � N8941'S2"W 115.97'-�- k l / fti 4 1 o 0 R tiA a 2s 0 N0078'08"E 104.32' �• Z 40.83' .. P) O sod a o t d�S O r00 \\ N0078'08"E 54.71' y `1 to W - - -- —C n m -+- NO *18'08"E 94 47' i rriO� a 2 Q r 31.25' ��e1 p �24 y Ilk l / 3 C p to :F 37'41 " Uj_-oO aR$pp int° v <<t cn _ _ N0078'08"E 41.73' to f \i Xis i rriO� a 2 Q r 31.25' ��e1 p �24 y Ilk l / 3 C p to :F 37'41 " aR$pp int° v <<t cn _ _ N0078'08"E 41.73' to i rriO� a 2 Q r7 r.,,, 1 y 3 C ''y i