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mb451_073-075OWL#- 015go3 OWNER'S STATEMENTSHEET 1 OF 3 SHEETS IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 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 TITLE TO SAID LAND: THAT WE CONSENT TO THE MAKING AND RECORDING OF THIS SUBDIVISION MAP AS SHOWN WITHIN THE DISTINCTIVE BORDER LINE. THE REAL PROPERTY DESCRIBED BELOW IS DEDICATED AS AN EASEMENT FOR PUBLIC PURPOSES: LOTS "A" THROUGH "D" INCLUSIVE. THE DEDICATION IS FOR STREET AND PUBLIC UTILITY PURPOSES. TACT ,4P 47 THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY AS A CONDITION OF DEDICATION OF LOT D (LA ESTRELLA ROAD), THE OWNERS OF LOTS 29 UNITED STATES GOVERNMENT SURVEY, RECORDS OF RIVERSIDE COUNTY. THROUGH 30, INCLUSIVE, ABUTTING THIS HIGHWAY AND DURING SUCH TIME WILL HAVE NO RIGHTS OF ACCESS, EXCEPT THE GENERAL EASEMENT OF TRAVEL; ALSO EXCEPTING ONE (1) MARKHAM DEVELOPMENT MANAGEMENT GROUP, INC. OCTOBER, 2015 THIRTY-FOOT ACCESS OPENING IN LOT 30 AS SHOWN HEREON. ANY CHANGE OF ALIGNMENT OR WIDTH THAT RESULTS IN THE VACATION THEREOF SHALL TERMINATE THIS CONDITION OF ACCESS RIGHTS AS TO THE PART VACATED. WE HEREBY RETAIN LOTS 29 AND 30, INDICATED AS "OPEN SPACE, CONSERVATION AREA" AS SHOWN HEREON FOR PRIVATE USE FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN THE EASEMENT INDICATED AS "SLOPE, FUEL MODIFICATION AND DRAINAGE EASEMENT" OVER THAT PORTION OF LOT 29 AS SHOWN HEREON FOR PRIVATE USE FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN AN "IRRIGATION EASEMENT" AS SHOWN HEREON FOR PRIVATE USE FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY RETAIN THE "STORM DRAIN EASEMENT", FOR PRIVATE USE FOR THE SOLE BENEFIT OF OURSELVES, OUR SUCCESSORS, ASSIGNEES, AND LOT OWNERS WITHIN THIS TRACT MAP. WE HEREBY DEDICATE TO THE CITY OF WILDOMAR LOT "E", (1) FOOT BARRIER STRIP, FOR ROAD AND ACCESS CONTROL. ALTA COLINA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY m. CTOR ZACCAOLIN, MAN IN A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE DENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. NOTARY ACKNOWLEDGMENT STATE OF CALIFORNIA SS. COUNTY OF RIVERSIDE ON OGT• BEFORE ME, I MM R. JOW60,1, A NOTARY PUBLIC IN AND FOR THE SAID COUNTY AND STATE OF CALI ORNIA, PERSONALLY APPEARED VICTOR- ThecA4L.14 PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON WHOSE NAME(A IS/AX SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SAt/TFXY EXECUTED THE SAME IN HIS/Hp/TVtIR AUTHORIZED CAPACITY(IE%, AND THAT BY NIS/HSR/THPt'R SIGNATURE() ON THE INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH THE PERSONS,B') ACTED, EXECUTED THE INSTRUMENT. WITNESS MY H AN OFFICIAL SEAL. SIGNATURE (SEAL) JL}HN H. J0E-N i3'J PRINT NAME: 0440 �• J oA 4_5 � Cgnm E"p• AM 1 . X17 MY COMMISSION NUMBER: 20 1 43 1 0 MY COMMISSION EXPIRES: q.- t$' soil MY PRINCIPAL PLACE OF BUSINESS IS: 21VCl-5IDE coU ILi" NOTICE OF DRAINAGE FEES NOTICE IS HEREBY GIVEN THAT THIS PROPERTY IS LOCATED IN THE MURRIETA CREEK/SANTA GERTRUDIS VALLEY AREA DRAINAGE PLAN WHICH WAS ADOPTED BY THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE PURSUANT TO SECTION 10.25 OF ORDINANCE 460 AND SECTION 66483, ET SEQ, OF THE GOVERNMENT CODE, AND THAT SAID PROPERTY IS SUBJECT TO FEES FOR SAID DRAINAGE AREA. NOTICE IS FURTHER GIVEN THAT, PURSUANT TO SECTION 10.25 OF ORDINANCE 460, PAYMENT OF THE DRAINAGE FEES SHALL BE PAID WITH CASHIER'S CHECK OR MONEY ORDER ONLY TO THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT AT THE TIME OF ISSUANCE OF THE GRADING OR BUILDING PERMIT FOR SAID PARCELS, WHICHEVER OCCURS FIRST, AND THE OWNER OF EACH PARCEL, AT THE TIME OF ISSUANCE OF EITHER THE GRADING OR BUILDING PERMIT, SHALL PAY THE FEE REQUIRED AT THE RATE IN EFFECT AT THE TIME OF ISSUANCE OF THE ACTUAL PERMIT. SOILS REPORT A PRELIMINARY SOILS REPORT WAS PREPARED BY: GEOCON, INC. ON JUNE 4, 2014 AS REQUIRED BY THE HEALTH AND SAFETY CODE OF CALIFORNIA, SECTION 17953. SIGNATURE OMISSIONS PURSUANT TO SECTION 66436 OF THE SUBDIVISION MAP ACT, THE SIGNATURES OF THE FOLLOWING OWNERS OF EASEMENTS AND/OR OTHER INTEREST HAVE BEEN OMITTED. A RIGHT OF WAY FOR DITCHES OR CANALS AND INCIDENTAL PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE. AS RESERVED IN THE UNITED STATES PATENT RECORDED SEPTEMBER 25, 1922 IN BOOK 8, OF PATENTS, PAGE 275. ANY EASEMENTS AND/OR SERVITUDES AFFECTING EASEMENT PARCELS 2 AND 3 RIGHTS OF THE PUBLIC IN AND TO THAT PORTION OF THE LAND LYING WITHIN DAVID LANE. TAX COLLECTOR'S CERTIFICATE 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, EXCEPT TAXES OR SPECIAL ASSESSMENTS COLLECTED AS TAXES, NOW A LIEN BUT NOT YET PAYABLE, WHICH ARE ESTIMATED TO BE $ 4, aon'— DATE: , 20 Lv DON KENT, COUNTY TAX COLLECTOR BY:-�'�""' DEPUTY TAX BOND CERTIFICATE _ I HEREBY CERTIFY THAT A BOND IN THE SUM OF $ ao HAS BEEN EXECUTED AND FILED WITH THE BOARD OF SUPERVISORS OF THE COUNTY OF RIVERSIDE, CALIFORNIA, CONDITIONED UPON THE PAYMENT OF ALL TAXES, STATE, COUNTY, MUNICIPAL OR LOCAL, AND ALL SPECIAL ASSESSMENTS COLLECTED AS TAXES WHICH AT THE TIME OF FILING OF THIS MAP WITH THE COUNTY RECORDER ARE A LIEN AGAINST SAID PROPERTY BUT NOT YET PAYABLE AND SAID BOND HAS BEEN DULY APPROVED BY SAID BOARD OF SUPERVISORS. DATE: 20 ��► JtElnOR SURETY BOND DON KENT COUNTY TAX COLLECTOR BY:�- DEPUTY RECORDER'S STATEMENT FILED THIS 1143" DAY OF 20, ILA_ , AT >a:0a ,A .M. IN BOOK ' 451 OFMAPS, AT PAGES '73-'15 , AT THE REQUEST OF THE CLERK OF THE BOARD, NO. c2016 -0E5903 FEE 0 14. 00 7 IR ALVANA, ASSESSOR COUNTY CLERK -RECORDER BY: 4141 in ( JL D DEPUTY SUBDIVISION GUARANTEE: FIRST AMERICAN TITLE COMPANY SURVEYOR'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES AT THE REQUEST OF CALPROP CORPORATION, ON APRIL, 2005; 1 HEREBY STATE ' THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED OR THAT THEY WILL BE SET IN ACCORDANCE WITH THE TERMS OF THE MONUMENT AGREEMENT FOR THE MAP AND THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. THIS SURVEY IS TRUE AND COMPLETE AS SHOWN DATE: l / - 3D 20 /6- ��AND s�\ L LS5567 0 � /� •L.S. 5567 EXPIRES G- EXPIRES 9-30-17 9-30-17 MICHAEL C. SPIRO `ATF aF �`\Fo��� CITY ENGINEER'S STATEMENT 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 AND FOUND TO BE SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP OF TRACT MAP 29476 AS FILED, AMENDED, AND APPROVED BY THE RIVERSIDE COUNTY BOARD OF SUPERVISORS ON DECEMBER 4, 2001, THE EXPIRATION DATE BEING DECEMBER 4, 2016, AND THAT ALL PROVISIONS OF SUBDIVISION MAP ACT GIVIL AND LOCAL ORDINANCES HAVE BEEN COMRZJEI� WITH. A Fti DATED: ro.0.2Dle DANIEL A. VYORK P.E. 43212 CITY ENGINEER, CITY OF WILDOMAR CITY SURVEYOR'S STATEMENT I HEREBY STATE THAT I HAVE EXAMINED TH 29476 AND I AM SATISFIED THAT SAID MAP, DATED: vo wl(o CITY CLERK'S STATEMENT 0 o PE43212 EXPIRES 3-31-18 \TF OF WITHIN MAP OF TRACT MAP TECHNICALLY CORRECT. LAND A . Ste\ J n PLS7962 EXPIRES DANIEL lik YORK P.L.S. 7962 CITY SOIRVEYOR, CITY OF WILDOMAR THE CITY OF WILDOMAR CITY COUNCIL, STATE OF CALIFORNIA, BY ITS CITY CLERK, HEREBY APPROVES THE TRACT MAP AND ACCEPTS THE OFFERS OF DEDICATION MADE HEREON OF LOTS A THROUGH C, INCLUSIVE, FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES AND AS PART OF THE CITY MAINTAINED ROAD SYSTEM SUBJECT TO IMPROVEMENTS IN ACCORDANCE WITH CITY STANDARDS. THE OFFER OF DEDICATION OF LOT "E" AMID CDT " D"FOR PUBLIC ROAD AND PUBLIC UTILITY PURPOSES IS ACCEPTED TO VEST TITLE IN THE CITY ON BEHALF OF THE PUBLIC FOR SAID PURPOSES, BUT THAT SAID ROAD SHALL NOT BECOME PART OF THE CITY MAINTAINED ROAD SYSTEM UNTIL ACCEPTED BY RESOLUTION OF THE CITY OF WILDOMAR CITY COUNCIL ADOPTED PURSUANT TO SECTION 941 OF THE STREETS AND HIGHWAYS CODE. DATED:&jv -/(g -/(o .� DEBBIE A. LEE, CITY CLERK CITY OF WILDOMAR SI TE o J FST <y U LJ O CLINTON KEITH Rppo 'p w w W ~ N Cif v O FGJ 9TF GF p� Co "t0000 0 VICINITY MAP NOT TO SCALE EASEMENT NOTES 1 A RIGHT OF WAY FOR DITCHES OR CANALS AND INCIDENTAL PURPOSES IN FAVOR OF THE COUNTY OF RIVERSIDE. AS RESERVED IN THE UNITED STATES PATENT RECORDED SEPT. 25, 1922 IN BOOK 8, OF PATENTS PAGE 275. (NOT PLOTTABLE) 2Q AN EASEMENT IN FAVOR OF RIVERSIDE COUNTY FOR PUBLIC ROAD, UTITLIES AND INCIDENTAL PURPOSES, PER INST. NO. 2005-0300084, RECORDED APR. 18, 2005. 30 AN EASEMENT IN FAVOR OF ELSINORE VALLEY MUNICIPAL WATER DISTRICT FOR ACCESS ROAD, AND PIPELINE PURPOSES, PER INST. NO. 04-879733, RECORDED NOVEMBER 5, 2004. 40 AN EASEMENT IN FAVOR OF ELSINORE VALLEY MUNICIPAL WATER DISTRICT FOR ACCESS ROAD, AND PIPELINE PURPOSES, PER INST. NO. 2007-0305463 RECORDED MAY 8, 2007. IN THE CITY OF 47LDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ° ° °a o THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 6 SOUTH, GRAPHIC SCALE RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, RECORDS 100 0 50 100 200 OF RIVERSIDE COUNTY. MARKHAM DEVELOPMENT MANAGEMENT GROUP, INC. OCTOBER, 2015 ( IN FEET ) 1 inch = 100 ft. RS 63/14 FD. 1" I.P. WITH L.S.3316 TAG, UP 0.1', ACCEPTED AS SE CORNER OF PARCEL PER RS 63/14, MB 382/10-22 <N00°35'44"W 1317.75> LOT E N00`34'36"W 1317.59' 1' BARRIER STRIP l� A 44' 44' N ' N Lo � O N 00 001 [-q o rn M Ln 10 w _o 0 00 00 / w 11 12 13 ("CONSERVATION AREA") LOT 29 OPEN SPACE 10.59 AC PRIVATE SLOPE, FUEL MODIFICATION, AND DRAINAGE EASEMENT, RETAINED HEREON. r 8 SURVEYORS NOTES / 7 I. (ALL PIPES MEASURED INSIDE DIAMETER (I.D.) 6 2 O DENOTES SET 1" I.P., TAGGED LS 5567, FLUSH, 00 UNLESS OTHERWISE NOTED. z 5 << 3 • DENOTES FOUND 1 1/2" BRASS DISK, FLUSH, / \ 4 4 3 2 1 R.C.E. 30657 PER MB 382/10-22 UNLESS OTHER WISE NOTED. 4, R&M DENOTES RECORD AND MEASURED PER TRACT NO. 22948, M.B. 382/10-221 5. ( ) RECORD DATA PER TRACT NO. 22948, M.B. 382/10-22 / o� y J 44.31 R&Ml 'V__330,72' 6. < > RECORD DATA PER RS 63/14 / ��°� 7. RECORD DATA PER RS 50/26FD. 8. ///� INDICATES ACCESS RIGHTS RESTRICTED. 5 DIS 1 1BRASS o o �6l DISK. FLLUSH, R.C.E. ��160 30657 P�R MB 9. AT EACH LOT CORNER ADJOINING PUBLIC STREETS, SET A r,� ;goo• 382/10_`2WITH LS.3316 TAG,UP I LEAD PLUG AND TAG STAMPED LS 5567 IN THE TOP OF t�' g�M FD, 1 LP. THE CONCRETE CURB ALONG THE PROLONGATION OF THE / FD.ACCPTSD AS y�W CORNER; OF T LOT LINES. AT ALL OTHER LOT CORNERS, SETA 1" I.D. GOVT LO1 AND THE SE CORNER, IRON PIPE TAGGED LS 5567 IN SOIL, FLUSH WITH THE NW 1/4 E 1�OFISECTION 32 GROUND. A LEAD PLUG AND TAG STAMPED LS 5567 IN i CONCRETE OR A NAIL AND TAG STAMPED LS 5567 IN s PER B' 82/10-22 FENCING MATERIAL, AS APPROPRIATE.,, / 10. TIES TO CENTERLINE MONUMENTS WILL BE MADE AND j FILED WITH THE CITY OF WILDOMAR, SAID TIES WILL BE _ J — FILED AS CORNER RECORDS WITH THE COUNTY OF i RIVERSIDE. ALL MONUMENTS SHOWN AS "SET" SHALL BE SET IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE 461.9 AND THE MONUMENT AGREEMENT FOR THIS MAP. 15 16 I 17 I 18 I 19 I 20 I 21 I 22 PRIVATE SLOPE, FUEL MODIFICATION, AND DRAINAGE EASEMENT RETAINED HEREON. 24 25 26 r- 27 A 0 23�O log 28 w C M N Z 00 W t o CD 4- L0 QI o J U LJ 'p w w W ~ N O L Q C) J I Z z "t0000 0 00 z v o 0 w U U Q z (N00'42'34" W 1315.00' R&M) (BASIS OF BEARINGS) (976.00 R&M) _ �? _T T _T V'FD. 1 1/2" BRASS M TRACT 22948 I t i I I DISK. FLUSH, R.G.E. o 30657 PER MB MB 382/10-22 j ! J M- 382/10-22 { j -- -+ N a�0 j jW ) -- v j I Q I DRAINAGE EASEMENTS SHALL BE KEPT FREE OF BUILDINGS ENVIRONMENTAL CONSTRAINT NOTE AND OBSTRUCTIONS. ENVIRONMENTAL CONSTRAINT SHEET AFFECTING THIS THE TOTAL ACREAGE WITHIN THE DISTINCTIVE BORDER IS 19.83 AC. GROSS. MAP IS ON FILE IN THE CITY OF WILDOMAR, IN E.C.S. BOOK �oib , PAGE _00'1_ BASIS OF BEARING THE BASIS OF BEARING FOR THIS MAP IS THE CENTERLINE OF DAVID LANE AS SHOWN ON TRACT 22948, BEING N00°42"34"W, PER MB 382/10-22 Cgo1(P -off m Q0 -a SHEET 2 OF 3 SHEETS 300 ___lv— — — FD. 1" I.P. WITH L.S.3316 TAG, UP 0.1', ACCEPTED AS NE CORNER OF PARCEL PER RS 63/14 �o � I 00 00 r7 o� I LL) � Ow O 0 N fy_ 1- O V) U Z w — Ir FD. 1" I.P. WITH L.S.3316 TAG, UP 0.3', NE CORNER OF THE NW QUARTER OF OF THE SE 1/4 OF SECTION 32 AND THE NW CORNER OF GOVT LOT 1, ACCEPTED AS NE CORNER PER MB 382/10-22 (70.69' R&M) FD. 1" I.P. FLUSH, RCE 30657 PER MB 382/10-22 FD. 1" I.P. WITH L.S.3316 TAG, UP 0.1', ACCEPTED AS SE CORNER OF PARCEL PER RS 63/14, MB 382/10-22 IN THE CITY OF WILDOMAR, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TU&C"TMAP•47 THE EAST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 6 SOUTH, RANGE 3 WEST, SAN BERNARDINO BASE AND MERIDIAN, AS SHOWN BY UNITED STATES GOVERNMENT SURVEY, RECORDS OF RIVERSIDE COUNTY. MARKHAM DEVELOPMENT MANAGEMENT GROUP, INC. OCTOBER, 2015 <N00°35'44"W 1317.75> N00'34'36"W 1209.28' CURVE DATA N0. RADIUS DELTA ARC LOT AREAS ("CONSERVATION AREA") LOT 29 OPEN SPACE PRIVATE SLOPE, FUEL 10.59 AC MODIFICATION, AND DRAINAGE EASEMENT RETAINED HEREON. S00'21'31 "E 283.67' _ �o M p0 -)N r �_ Oo 0 Ln o o 52.71. 0 o S1,3'j8 0"W\ w CD 18.22' >> CD STORM DRAIN S00°21'31 "E 181.33' EASEMENT RESERVED �6 00 L12 137.77' o HEREON I z 11 z� �I N13 -08,00"t s�'sr �119, 11311 s> C\l .0 s� 19 a z ost F I �I (RDD00 8 \moo N - 0 12 2j• O /p� LOT AREA SF LOT AREA SF Cl 47.00' 54°01'30" 44.32' C2 47.00' 45°25'19" 37.26' C3 47.00' 36.55'08" 30.28' C4 100.00' 28°46'34" 50.22' C5 325.00' 09°29'43" 53.86' C6 47.00' 57°04'17" 46.82' C7 47.00' 44°32'10" 36.53' C8 47.00' 49°45'31" 40.82' C9 47.00' 47°32'36" 39.00' C10 47.00' 10°44'56" 8.82' Cll 100.00' 08°22'37" 14.62' C12 330.00' 07°46'51" 44.81' C13 100.00' 30°46'55" 53.72' C14 47.00' 209°39'30" 171.98' C15 100.00' 39°09'32" 68.35' C16 47.00' 209.39'30" 171.98' C17 47.00' 24'43'31" 20.28' C18 47.00' 7.56'58" 6.52' C19 300.00' 1 °48'26" 9.46' C20 300.00' 06°23'20" 33.45' C21 300.00' 6°48'45" 35.67' C22 300.00' 7'40'02" 40.14 C23 325.00' 00°51'16" 4.85 LOT AREA SF LOT AREA SF 1 8,269 15 8,834 2 7,206 16 12,869 3 7,308 17 8,330 4 7,201 18 7,800 5 8,808 19 7,800 6 9,198 20 7,800 7 7,914 21 7,800 8 11,539 22 7,800 9 8,062 23 13,007 10 9,960 24 14,453 11 9,635 25 12,147 12 8,295 26 10,002 13 7,837 27 9,973 14 7,984 28 8,053 GRAPHIC SCALE 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. 1317.59' LINE DATA NO. BEARING DISTANCE L1 N38'48'05"E 20.59' L2 N89'17'26"E 26.21' L3 N81°37'24"E 6.60' L4 N44°35'13"E 14.68' L5 N47°56'43"W 23.34' L6 N 48'57'41 "E 46.36' L7 N39°24'37"E 20.82' L8 N48'57'41"E 10.27' L9 N29°45'02"E 11.14' L10 N89°51'07"E 21.15' SHEET 3 OF 3 SHEETS 240 FD. 1" I.P. WITH L.S.3316 TAG, UP 0.1', ACCEPTED AS NE CORNER OF PARCEL PER RS 63/14 LOT E 1' BARRIER STRIP Lll N29°45'02"E 6.95' L12 N00°21'31 "W 43.56' L13 N00°05'32"E 45.15' L14 N00°42'34"W 30.28' L15 N48°57'41"E 17.17' L16 N68°49'10"W 32.91' L17 N32°05'26"W 31.37' L18 N47°49'55"W 23.31' L19 N00°42'34"W 82.53' L20 N00°42'34"W 82.70' L21 N81°37'24"E 5.95' 44' 44 ( r 1- 20.31' CD I N PRIVATE SLOPE, FUEL � MODIFICATION, AND DRAINAGE Co 0 ao 00 EASEMENT RETAINED HEREON. Q Q z Lv v SO1'12'34"E 194.05ry �- -\ 961 Q S. 561 0,4 o I Z \ 48 O C? ov 8 st6., O' / o S1 g 4 ��»ky --S3p. rn Q 0 \ 'T' �0 9 �° oo S�S3�, L � N N1 923 \ \ S07 51'20"W� �`y ?� (W 00 0 4g E 111. L11 ' �?9° h� 13 o`b &- `P`s�. � <, 39.90 \ °app. Q I Z Lo So, v� �h 6S�S'p „ •`°` '� �S r'r,. �� \/ S44'35'13"W -� O cfl _ _ N01'12 34'W 128.71 44.17' -J U N29�S �`Oo '`o d'G2 � � \ s, �h�� S16 50, W �M\1 -C,4 N18°08'35"E(R) �`'00 02F 8 �9 ��1 d' �' 6> >g 519 4 N30°40'53"E W 9 c� 00 �ti' X09, �`� \ d'9 "' S01 °36'59 E �' � 0 p4„ O r Q0 Co cS o`° 14 v / 10.22' S30°04 25 W 1 19. �� 36 S0, 11' 28.40 ., ' J ;�� `ss oti 36.16' o o �. o' 25 �, I o f- w 11� f �1� 9 >>• 'S 01 �' �LLJ -1 O �,•5/1>C�uo Cr o9° 51 C10 L13 C11 h`� 26�w3�ss 00°42'34"E \���, `�> �� j � Q CD n z 60,�`t1 10 U °� ��s ��1 IRRIGATION EASEMENT �s 27.53' CD j w J z _C) -`L �N -Ili/ G- 6p, s. �S RESERVED HEREON o Q / wM 8 ���/5hc'�Sod' `fisoo'' �-f� `'r a6� ` >� p o0 �S 7 �9�3,Lp j�O00 �9- N '10'05"W(R) ��hS Ns2`O N00'42'34"W 300.00' co 20.03NO2°23'42 E N05"02'04"W N01' 76.72'°45.5�74.50' 35.00' 65.00' 65.00' 65.00' 00 S00°41'38"W 44.79' 29.71' Lo Z 5 63.88' �, �o�\ 6, O o 16 0 0 0 0 20.03' r- ��' " 17 019 20 in tet- °i. N O S>_ j j N CD N 1 8 C64 19 N w OCO �61 p- ulj�,2 N Liz 4 w W C5 20 w w co (o0,w N ppc0 w N co C4 O ca W N Z ~ N M N m 00 00 00 00 z� zl °' °O R 25' Np6°200 319 z z z z z z 00 N08'11_45_W�i C12 z 63.86' 64.75' 62.32' 66.42' ��� L19 �� 59.07' 65.00' 65.00' 65.00' 65.00' N00°42'34"W 561.72' 26.96' L14 N00°42'34"W 257.35' o C19 --//C20 o LAN E 287.63' 4 39.44' DAV 645.28' 330.72' o N90°00'00"W 7.54' (976.00') (44.31' R&M) FD. 1 1/2" BRASS N00'42'34"W 1315.00' (R&M) FD. 1" I.P. WITH L.S.3316 DISK. FLUSH,- -- �TAG,-UP 0.1', ACCEPTED AS R.C.E. 30857 PER AND SW CTTHE ORNE E OCORNER, NW F GOVT LOT 1 MB 382/10-22 \ 1/4' SE 1/4 OF SECTION 32 I 2 2 948 PER MB 382/10-22 m H X82/1 022 EASEMENT NOTES SURVEYOR'S NOTES MONUEMENT NOTES SEE SHEET 2 Li oo o 0 CO v C16 6"W ��'`�u' 2°55 �1 N76'48 49"E o °"° O Z Z o z N1t_06 58 W(( �N08°00'3 25' L3 N o z 44' 44 0 U N - - 22• n Un o N 60.00' „ 0�0 w ^ "� V) w z N00°42'34 W 36'06 X5`6 0 '� � d o d z w z � 65.00' 65.00' N09° p4, ono / o cJ o 27 0 o U - � 70. / i- o U o0 0 0 5.00' o -STS w `° z ^' ( Q N 21 22 0 23 s�o� �-� �0 M •06 p5,w 114.56 �� O AD o w w p. O/(� "o N15 =�O N N v Co w N 'z N J w 00 cv Co 280Lo 04 ro 00 u 0 W f� z z ol 3 Nog.15 3? 'w(R) ffJ� L21 C23 N07°31'19" �R� �o� �1 LU � a 2 L5 25.01 25' L1 - - - N c3, �� c 65.00' 65.00' 112.66' L20 83.29' J 35.12' o LOT "C" o C22 C21 o N00'42'34"W 118.37" o vwi Ao� v -� 44.11' 38.59' M 118.37' 44' 44' `` " 4 ' N89°17'26"E 67.00' 26.69 4.55' (224.00' R&yj (70.69'R&fy1) Cnw FD. 1 1/2" BRASS w DISK. FLUSH, i9 -d N R.C.E. 30857 PER "' Q�I p MB 382/10-22 rr7 � 00o �rn � w U I nn CD z � W Qo O w CD I N PRIVATE SLOPE, FUEL � MODIFICATION, AND DRAINAGE Co 0 ao 00 EASEMENT RETAINED HEREON. Q Q z Lv v SO1'12'34"E 194.05ry �- -\ 961 Q S. 561 0,4 o I Z \ 48 O C? ov 8 st6., O' / o S1 g 4 ��»ky --S3p. rn Q 0 \ 'T' �0 9 �° oo S�S3�, L � N N1 923 \ \ S07 51'20"W� �`y ?� (W 00 0 4g E 111. 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FLUSH,- -- �TAG,-UP 0.1', ACCEPTED AS R.C.E. 30857 PER AND SW CTTHE ORNE E OCORNER, NW F GOVT LOT 1 MB 382/10-22 \ 1/4' SE 1/4 OF SECTION 32 I 2 2 948 PER MB 382/10-22 m H X82/1 022 EASEMENT NOTES SURVEYOR'S NOTES MONUEMENT NOTES SEE SHEET 2 Li oo o 0 CO v C16 6"W ��'`�u' 2°55 �1 N76'48 49"E o °"° O Z Z o z N1t_06 58 W(( �N08°00'3 25' L3 N o z 44' 44 0 U N - - 22• n Un o N 60.00' „ 0�0 w ^ "� V) w z N00°42'34 W 36'06 X5`6 0 '� � d o d z w z � 65.00' 65.00' N09° p4, ono / o cJ o 27 0 o U - � 70. / i- o U o0 0 0 5.00' o -STS w `° z ^' ( Q N 21 22 0 23 s�o� �-� �0 M •06 p5,w 114.56 �� O AD o w w p. O/(� "o N15 =�O N N v Co w N 'z N J w 00 cv Co 280Lo 04 ro 00 u 0 W f� z z ol 3 Nog.15 3? 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