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HomeMy WebLinkAboutT-6124 - Map - Recorded Final Map - 12/20/2016 5"*q FINAL MAP OF SURVEYOR'S STATEMENT rLOD SUTHE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND RECORD TITLE INTEREST STATEMENT `;� J Q� �o COMPLETE AS SHOWN. THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTERESTTRACT NO v �� O,j, THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE ■ SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL PREPARATION AND RECORDATION OF THIS MAP AND OFFER FOR DEDICATION ORDINANCE AT THE REQUEST OF CENTEX HOMES ON JANUARY 8, 2016. 1 HEREBY STATE THAT SURVEY TO BE RETRACED, AND FOR PUBLIC USE THE PARCELS, AND EASEMENTS SPECIFIED ON SAID MAP AS ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. * * THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS 6124 A PLANNED DEVELOPMENTN0. 5277 MAP IS RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER, THAT THE MONUMETS ARE, OR WILL BE,CENTEX HOMES, A NEVADA GENER PARTNERSHIP S�4 OF CN\5 P THAT THIS FINAL MAP SUBSTANTIALLYI ENT CONFORMSABI TTO THEECONDITIONALLY APPROVED TENTATIVE PHASE 2 OF VESTING TENTATIVE MAP NO. 5531 MAP._ BY. BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST GREGdRY49. 6N 6AM r DIVISION CE PRESIDENT OF LAND PLANNING AND DEVELOPMENT QUARTER OF SECTION 15, TOWNSHIP 14 SOUTH RANGE 21 EAST, MOUNT D I A E L O BASE AND MERIDIAN GARY J. DIXON, LS 5277 DATE NOTARY ACKNOWLEDGMENT IN THE CITY OF FRESNO, FRESNO. COUNTY, .CALIFORNIA � CITY ENGINEER'S STATEMENT A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES �r HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS ONLY THE IDENTITY OF TIME INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH SURVEYED AND PLATTED :SY DIXON AND ASSOCIATES INC. J.THIS CERTIFICATE IS ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR � SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY VALIDITY OF THAT DOCUMENT. I N JANUARY, 2016 �° <1 mI APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND STATE OF CAl,��RNIA CONSISTING O F 3 S H E ETS °." 0022 �' LOCAL BEEN CCIItiIPLiEDCWITH APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE COUNTY OF aL�tr SHEET 1 OF 3 Exp.Da o ON, !Ws. y LIQ BEFORE M E 0&ry CA A `�' CIVIL. TM NOTARY PUBLIC, PERSONALLY APPEARED LEGAL DESCRIPTION THIS PROPERTY IS .SUBJECT TO THE FOLLOWING: OF CAANDREW J. BENE PE 50022 DATE WHO PROVED TO ME ON THE BASIS OF SATISFA OR EVIDENCE TO BE THE OUTLOT D OF TRACT NO. 5531, IN THE CITY OF FRESNO, 1. THE FACT THAT A PORTION OF SAID PROPERTY LIES WITHIN THE PRECISE W`F�Q� PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO PLAN LINES TEMPERANCE AVENUE AREA. x LICENSE EXPIRES /30/2017 ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED THE MAP THEREOF, RECORDED FEBRUARY 5, 2015 IN CITY ENGINEER CAPACITY, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON OR VOLUME 84 OF PLATS AT PAGES 67, 68 AND 69, FRESNO RECORDED: JULY 30, 1964 IN BOOK 1, PAGES 53 TO fig OF PRECISE PLAN THE ENTITY UPON BEHALF OF MICH THE PERSON ACTED, EXECUTED THE COUNTY RECORDS. LINES, OFFICIAL RECORDS OF FRESNO COUNTY. CITY SURVEYOR'S STATEMENT INSTRUMENT. 2. THE EFFECT OF AN INSTRUMENT ENTITLED BEFORE THE BOARD OF DIRECTORS I HEREBY STATE THAT 1 HAVE EXAMINED THIS MAP, AND THAT I AM SATISFIED THAT THE MAP I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWNS OF THE STATE OF OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION IS TECHNICALLY CORRECT. CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. PROVIDING FOR THE RECORDATION OF A MAP IDENTIFYING AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT WITNESS MY HAND PLANNED LOCAL DRAINAGE FACILITIES , EXECUTED BY FRESNO METROPOLITAN L NAME d FLOOD CONTROL DISTRICT AND CITY OF FRESNO, RECORDED JULY 31, 1995 ASCc, S BY: DOCUMENT NO. 95092128 OF OFFICIAL RECORDS FRESNO COUNTY. -:71ro A N A. IT, 36 DATE SIGN L4 `���� �' LICENSEE 12/31/2017 Q IF THE PARTIES INVOLVED IN THIS TRANSACTION DESIRE FURTHER INFORMATION Ez !7 CHIEF SURVEYOR COMMISSION NUMBER:Z S EXPIRES:._.. f fK%A-A_ xI AS TO THE EFFECT THIS RESOLUTION MAY HAVE ON SAID LAND, THEY MAY CONTACT FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AT COUNTY OF: _ 559-456-3292. ��� PLANNING COMMISSION CERTIFICATE ��� STATE OF CALIFORNIA 3. AN EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, RECORDED AUGUST 13, 1 HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWMN 1873 IN BOOK J OF DEEDS, PAGE 36 OFFICIAL RECORDS FRESNO COUNTY. CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE IN FAVOR OF: FRESNO CANAL AND IRRIGATION COMPANY ACCEPTANCE OF THE FINAL MAP. AFFECTS: OVER AND THROUGH SECTION 15--15/21, AND NOT TO EXCEED 200 FEET IN WIDTH 9EaAeL::: f z-/1 401(0 4. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED JEN I CLARK ATE „MEMORANDUM OF AGREEMENT" RECORDED APRIL 15, 2005 AS DOCUMENT NO. SE A Y OF THE FRESNO CITY PLANNING COMMISSION 2005--0084726 OF OFFICIAL' RECORDS FRESNO COUNTY. 5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "RESTRICTIVE COVENANT" RECORDED JANUARY 4, 1006 AS DOCUMENT N0, CITY CLERK'S CERTIFICATE 2006-0000960 OF OFFICIAL RECORDS FRESNO COUNTY. 1 HEREBY CERTIFY TI*T THE COUNCIL OF THE CITY OF E 0, BY RESOLUTION NO. 6. A SUBDIVISION AGREEMENT FOR THE FINAL MAP OF TRACT NO. 6124, PHASE __„ laO/(a 2-9 to ADOPTED ON 12i , APPROVED THE 2 OF VESTING TENTATIVE MAP NO. 5531 RECORDED =r-M bf_x 1 WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND DOCUMENT N0.` Q1!7 1120.1FRESNO COUNTY RECORDS. EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC STREETS 7. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS ABANDONED BY THE VICINITY MAP MAINTENANCE OF,CERTAIN PUBLIC IMPROVEMENTS FOR THE FINAL MAP OF FILING OF THE MAP. TRACT NO. 6124, PHASE 2 OF VESTING TENTATIVE AP NO. 5531 RECORDED `Xt-m� 2Af DOCUMENT NO. C21!2!1 12113 FRESNO COUNTY. RECORDS. YVONNE SPENCE, CMC CITY CLERK 8. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING / SPECIAL SOLID WASTE DISPOSAL SERVICES FOR CERTAIN LOTS WITHIN THE BY. CA10tU_ EAST HAMILTON AVENUE FINAL MAP OF TRACT NO. 6124, PHASE 2 OF VESTING TENTATIVE MAP NO. U DATE 5531 RECORDED 1)rrt-ra l erDOCUMENT NO. TRACT NO, 6124 , 1!2 4Q0 _ .FRESNO COUNTY RECORDS. D PROJECT SITE z � 9. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING RECORDER'S CERTIFICATE 4 SAN �IOAQUIN VALLEY RAILROAD CERTAIN SEWER CONNECTION CHARGES, WATER CONNECTION CHARGES, URBAN e GROWTH MANAGEMENT FEES, CITY WIDE FEES AND DEVELOPMENT FEES AT THE YF DOCUMENT NO.,?OlG -017VD0/ FEE: S 11 TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN c� w `FOR THE FINAL MAP OF TRACT NO. 6124, PHASE 2 OF VESTING TENTATIVE FILED THIS�I� DAY OF 201 , AT J�:l�.�}M. IN VOLUME_ EAST CALIFORNIA z AVENUE o 8(95 MAP NO. 5531 RECORDED '�&AW1241: 2D-�DOCUMENT NO. w TRACT N0. ss > .a IM&1M& 120 ... ,FRESNO COUNTY RECORDS. OF PLATS, AT PAGES - AT THE REQUEST OF DIXON & ASSOCIATES. 5531 M s.V, o Q vz �.,,,.�� ,..- s� FRESNO COUNTY RECORDS �no T .. ��, r ,.P�, ... ^,Y. --.�.,.. �n PAUL DICTOS, CPA, RECORDER 0 �- V) o Lu EAST CHURCH AVENUE _ BYNV Aa9RAI" : ��•sl�®�� ° Afflee;I, PM* DEPUTY DATE -9 THec� PM Ae!(I14Qv&r!BeW40P ww"IENT N.0 PROVOST& PRITC HARD An Employee Owned Company 286 WEST CROMWELL AVENUE FRESNO, CALIFORNIA 93711-6162 559/449-2700 FAX 559/449-2715 www.ppeng.can DATE: 09/30/2016 JOB NO.: 20571500/ DRAWNG NO.: FM-0OVM—PH2dwq NORTH QUARTER CORNER OF SECTION 15, T. 14 S., NORTHEAST CORNER OF SECTION 15, T. 14 S., R. 21 E., R. 21 E., M.D.B.&M., / M.D.B.&M., FOUND SCOTT McKAY MONUMENT, DOWN 2.0', ( / / / FOUND 2" BRASS CAP, FLUSH, STAMPED LS 6919. FOUND 3/4" IRON PIPE, DOWN VERIFIED PER COUNTY CORNER RECORD #6157. 12?) 4 VERIFIED PER COUNTY CORNER RECORD #7860. 0.4, TAGGED LS 2737, 0.09 €N 89°56'48" E 2642.67'1 (N 89'56'57" E 2642.73') SOUTH OF SECTION LINE. €1321.34' (1321.37') €1321.33'� (1321.36') 6 0 �•�/ NJ €1321.26'1 FOUND 3/4" IRON PIPE, DOWN 4 0 - - 0.4', TAGGED LS 2737, 0.09' o SAN 60.10003 JOAQUIN IN 89°56'48" E 2642.63'1 VALLEY RAILROAD SOUTH OF SECTION LINE. 60.00 003 I 0 PHASE 2 OF VESTING TENTATIVE MAP No. 5531 C° 11316.00'11 €1326.63'1 IN THE CITY O F FRESNO, FRESNO COUNTY, CALIFORNIA 0 1211.04' 0 � 62.03' 53.56' I CUTLOT � 5 2 ,. 26'BPE� , I r 246.00 ,,n ;n 491.36 in 62.00 0 N 89°56'48" E N 271.00' �'� �;` N N 89°56'48" E 540.58' N C2 I n • SURVEYED AND PLATTED B ASSOCIATES, - - - - - OUTLOT A �� o of 3d EAST ERIN , ,AVENUE OUTLOT A 0 N EAST ERIN 462.16' AVENUE N I p - I IN JANUARY, 2016 _ ; 231.31 N _ P4 N 60.00 60.00 60.00 51.31 �S 25' `� ' '� T Foz '- - -, , 126.03' ( °4 r o ` N N �, 51.81 60.00 60.00 60.00 60.40 60.00 60.00 50.35 M (o,n 30.00'__- 0 T 25' N N 25' 25' ��CL CONSISTING OF 3 SHEETS i i N 88'07'21 E o Q cro _ - = o o N" N" _ VPE 26'LE-- N o0. NO N O �N I Q O �� �� O?O N No 0 o N0 N O �N Q a z I SHEET 2 OF 3 50 0 �1 M o 2 o 0 4 -_ I s 170.63' M N 40 39 38 ;�, 37 ;�, 36 35 p 34 �- o ° •eIC, 10'PPUE I 0 n0 oO 000 SCO o Ire N , „ N * In Mp0 po op Op po OO O O Q � Q 32 toU o o 0 0 �� EAST N 89'56 48 E 250.00 ( ° a 0 0 0 0 0 T I o b 0 I'n - - 'n o a o r p •- 0 •- a •- o o a 'n 0 10'P U E I � w 3 a o 0 00 00 o o a 0 0 0 0' co 0 ERIN , N AVE z z 33 N $8°07'2 1 E 170.63 z z z z z �� 0 , N N_ 60.00' z 60.00' z 60.00' z 66.00' �, W ,�'S �� s w N 89°56 48 E 494.55 r. o co 126.04 I I LEGEND. 25 �. 85.32' 85.31 S , u7,- d. 0 N 89°56 48 E 246.00 vti ci 66.50 60.00 60.00 60.00 60.00' 60.00 60.00 68.05 o N 0 0 3 3 ,a r �U �0 31 " R t ----\ 00 _ 1'PE icy�, Lwj " ,� t�1 " - - - - 25' 25'(�I 0 I - INDICATES FOUND SECTION CORNER AS NOTED. o a N N N N" i� `■'i 15 O p 16 = cp �p C�! N N N N N N O (� 20 :: 0'N tet- r� o- r�I ° w r 3 `° N 88°07'21" E I U cn z o 0 b o r I� ;�o C1r' o 0 0 ,��o ;,� 0 ;�� 0 ; o 0 ;� 0 ;� 0 45 �^ 5 n 0 6 po 0 7 � "' � 8 `" ori o«il;�r I�, • 0 0Io � n o " 42 a p 43 o p 44 o a 45 o a 46 o 0 47 0 �' 48 u; xI= ( • INDICATES FOUND AND ACCEPTED MONUMENT AS NOTED. DETAIL N� p a 0 o p �o p �? N 89°56 57 E • " w) n o co o co 0 o ci N 1 19.05 " I A NOT r 0 0 ow o o 0 0 0 °0 0 25 N 89°56 48 E z io 0 o co 0 0 0 0i ,n TO 00 21 u ow o 0 0 0 0 o w a •-o- p ,- 0 ,- a r 100.00 o o_ 0 0 .- O o .- o o n ori „ '� a, 0 100.00 , 25� 25 - - N a� I 3 I �i INDICATES FOUND DURABLE MONUMENT 3/4 IRON PIPE DOWN 6 IN CONCRETE. SCALE. 0 z z z � � 1PE z z z z z z z o �n � 30 _ , 60.00 0.00 50.00 51.31 �'�� "R°c c•+ 14 o 17 oI w. 51_$1 0.00' 60.00 60.00' 60.00'- 60 00' 60.00' 56.36 �j� o R� v, ISI in I I --- z L1g C$7 i-•� S " , N. s ccs €L16 EAST 197.21' p v No �N " ,� 468.17 ,�, 0 z R6 6g•3� I0 p ® SET 3/4 x 30 IRON PIPE, UP 4 IN 6 DIAMETER x 30 P.C.C. MONUMENT, L22 C18 S 89'56'48" W 5.58' L14 „ N 0 �/� R3 S „ , N N $9'56 48 E 548.54 N- I S rn;� „ _ N 89°56 48 E 236 90 73• °� N 89°56 48 E r 2.00 - - - - - �n ty 1 S"E r DOWN 6 , TAGGED LS 5277 [DURABLE MONUMENTS] T CAIdI'pj�jljjA CHRISTIN AVENUE �� s4 149'15,. E 100.00' co ;n 546.54' _n G`�lv 8.10' I I a ( A1i+ €L16j ON �,� " �, 0 N EAST_ 445.7$ CHRISTINE AVENUE N c 5,5 17 _ Cg G/G of N �� _ - 9 4 29 10'PUE. I ( > INDICATES RECORD DATA PER PARCEL MAP NO. 2960, RECORDED IN BOOK 19 OF PARCEL �---- - - - � -, - 0, 65.21 60.00} 53.10 C83 C84 C10 i L L0 W o 66.33 60.00' 60.00 60^00 60.00 60.00 60Ad 19.45 6 C� 13 N 18 Icy W 0 w 3 3 3 3 3 3 3 1 ---�1` S 22'BPE--Io MAPS AT PAGE 60, FRESNO COUNTY RECORDS. 0 w } a ---''1� ,� n o ccs rn n. 3 d3 = o v6,, oN 89°56'48" E 27�'' 27' N cv N N N N 'o, ��° 22'LE--I� INDICATES RECORD DATA PER RECORD OF SURVEY, RECORDED IN BOOK 12 OF RECORD OF 3 o o (Da- J N w 3 �0, 00 z 100.00' in a 20 M a M o �;�o ;� o N icy �6 � I SURVEYS AT PAGE 8, FRESNO COUNTY RECORDS. 9 �, a low I 11 w D 12 N 1o'PPUE _ ( N o w a r 21 o 00 0 23 p 24 0 25 0 2Fj o . 27 `'' .�•• I �n Ln o <" d' �`•. 3 Mi w o Q; N 22 r, r, o ' o ' o , w b r" �• W o in o ,- o+ o F` r a 19 rI I= 0° 1n o a 0 ;� O N 0 � o ;V o r o N -� o.N� 28 F 69.00 DETAIL B 10'PPUE �, s, �, ( INDICATES RECORD DATA PER TRACT No. 5531, RECORDED IN VOLUME 84 OF PLATS AT PAGES a . • z 0. `� - - , - , - - `n z z z z z z z 77.36' 2.73' 67 THROUGH 69, F.C.R., ALSO INDICATES MEASURED DATA. NOT E. z, 62.34 z 60.00 z 85.16 ci 1 122.80 28.74 r 82.46 ;� �1 L6 C4 I SCALE. WO �,, - 1- - O Q o �L -dk19 C87 C86 40.75' 60.00' 60.00' 60.00' 60.00' 70.25' C3 �z h, 436A4' �'� 0 �600C132 C17 80.09 A IA AA �� 30.00' N (R) INDICATES RADIAL BEARING. 124 123 v €L1O 0 z cY L22 / Cl 351.00' C81 0 I I F.C.R. FRESNO COUNTY RECORDS. o „ 0 r` • w in C1 8 A o • o SEE DETAIL A o o +n o! a Ln �r 480.61' C21 L22 C - 5 - - " - 7.89' C21 L24 _ N 89°56'48" E 578.78' I M r °j C1?8 Q0 ^^^ w N 89°56 48 E 488.50 - -m-- - - - 0.R.F.C. OFFICIAL RECORDS OF FRESNO COUNTY. �"� 69 W A5 a uj EAST o CALIFORNIA � o � a 542.62 �TTT I o W EAST €L8j o �'`- Ln Lo K) 0 ^o Ln AVENUE � 0 M.D.B.&M. MOUNT DIABLO BASE AND MERIDIAN. ATCHISON 0Q4 .; 1 488.54' C22 L22 C88 102.46' C 5 � , 0 I �' n ai STREET V - ` - - - - _ lA ��` C91 245.22 I Q4 .�+0 AA" INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS. ` N 43.47' 50.00' 50.00' SO.Od' 50.00' S0A0' 97.44' 68.66' 34.42'C$9 J' C9d w -• , S "� 3 } 3 3 3 3 3 w 1020 C 19 42.91 50.04 9.51 - - ,- --, r r` _ _ " _ " 0 N N v'p o N10 PPUE " C24 23.56 50.00 91.74 -79-92 ^w W 14,1 . o 0 w w �,� } T �r LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. co N 0 O N N 0 N 0 N o T o� N%� °� o �v' 'cr`. o w, 123 I 101 - _ w C23 w SEE <u J=26 BPE-- 369.00'_• I o W �, 0 D r 0140 p=�139 o 138 P p137`� p 136- 135 ^ s �, o- a- - o DETAIL o.' �-� o '"� �n ori '� "� ori "� "� 0 '� `� o' ,� rn rn �., N SEE 0°- 0 w o 00 rn �• 'n o Q-i PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. a Q w �0. 0 0 o o o o .- o a ti ^ 125 '' o �' o o cof 00 0 ,�0 9� o cq a 0 �? o „C„ M o 1 o'PU�E o i� n o o o o o C14 1-i P4 Q �0< o a o o a �,p h �, 134 F, F 1�4 Zt B1TAIL 25 as °000 O N 0 98 0 .97 rn 0 96 o N W o Do - `sz G93 �' ,�^` �n �2. o z o 0- o ,- 0 r n b N 'S I u7 0 I W PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. �--- z z z z z w S ,� p a w 0 0 0 � o N w95 co _ E- O -� C228 6 25 o o 0 14 ,4 1 ��` 0 un 3 H �nz ` �`� 46.42 50.00 50.00- 50.00' 50.00 32.36 C9 ^ $ r• �68 28 z z z 10.14'1 G1 �� �� z N I w Q - - - C 5 5� o- S8' C 1 h C60 z ,r' ;j, 278 78 Cg�r, ry Cg\ �p9 0 0_ 7ps ?'� �� o, �, S C58 C5g ----r 56 �a oo PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. \ OEAST ATCHISON tr / � \ c6 r 45.93 50�flfi' 7.3 �� `� ,,� N • ,N 6' A 0 0 2p• F v �, 4 s�C 124 C 1 18 ao Q, - N C 6 LE r M o F� ,n N 89°56'48 E_ 337.38 0 co r �' 00 °Q 4 * x d d 146.13 79 \ 2 v I N N 0 4 - -' 87.38' 250.00' - 928 133 0 R L25EAST�C61 C62 S 87°11'06" E C116 N89°6'48"E C cob o �' _ STREET N SEE 94 , R BPE BIKE AND PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. 0; 0 96 o a �5 'n • '`� , • �o o r 126 3� N - r, 0119 5� DETAIL D 0 o j � m � _ �° SON ' �' 97 N€L4 N 170.63 ATC 106.13- S RET 65.x1 0 �, w ���, ��1 85.32' 85.31' !�� R? v°'97 56 z S 79'4 • „`�3'v �� N C63 a • , °° w 00 0 56 O €N 89°56 48' E} , 2 27'S7'E 9 23 E �6 �h C120 C121 0122 106'13 N G1 1 R56 v� 12-7 r _ INDICATES EASEMENT NOW OFFERED FOR DEDICATION TO THE CITY OF FRESNO FOR PUBLIC G 3 1 PE N82° g8 0122 C123 R E 0 z A 11 157 v asR 75 co - 54.3$ 32.75 26.40 `Sv' S4 q1 rn 0 M STREET AND UTILITY PURPOSES. 11 G d- 87.40' 25' 25' 142 q 10'PPUE--1� <� 30 35 O LO i.'.' w w w w 19.00' R57 `t� +� N 77'10 I. o �n G °� I"' �I , I 132 127 33 U"� w - - _ w �, 1 PE ��� .. RS 0 7.36 C115 0 u� 0 25 25 p c� G 25 0- o- o v q w Li a� d N 90°00 00 E N 90°00 00' E � - 0 a p a 0 0 0 p o-o ,� v S 93 �rn o 0 INDICATES AREA RESERVED FOR ROAD WAYS IN DEED RECORDED NOVEMBER 11, 1908 IN C57 G?g a r? ' N 90'00 00 E r 25 3 a o 0 0 p a 0 co 108 _I R 17 , 13 0 r ;. OUTLOT B 0 I 100.00 100.00 , h N 90°Oo 00' E N I N 0 0 01030 01040 105" a106io 0 o c`Vo r rn N r N 0 0 2 VOLUME 408 OF DEEDS AT PAGE 209, O.R.F.C. EAST ATCHISON STREET 0 D 0 IPE 0- 100.00 i� a0 00 0d oCi 107 vv Nr I I- p N w i� in i� • 100.00 0 u� 0 0 0 0 0 0 o N 90'00 00 W I Iv , „ (� z O I� 143 156 �� a - 1 PE o`- 00 0 0 0 0 0 0 R58 0 N 89'56 31 E � o _ I' r 00 0 0 10 PPUE Q co.= 1102 0 0 o p o N 100.15 ,`r, R59 130.47' N 'r' r> > w n 131 I z STRIP CONVEYED TO THE PACIFIC IMPROVEMENT COMPANY AND THE SOUTHERN PACIFIC DETAIL €N 90 00 00 E I� N 90°00'00" E `n N 90'00'00" E`n� Io 0 128 0 0 z z o o , r �.n •• N o 0 0 0 0 "! 0 L34 L32 L30 z L28 z L27 z `R -_ 10 PPUE 62.00 RAILROAD COMPANY RECORDED DECEMBER 15 1887 IN BOOK 65 OF DEEDS AT PAGES "C" NOT 3 -z €100.00'} 100.00' 100.00' N 90°00 00 E`n N 90'00'00" E n) N o '�. , L26 109 25' 25 r 92 I`R - 3 I a 0 03 ' TO 0 W I_ , op 0 w L23 48.52 L21 L20 d co _ d 149-151 AND DECEMBER 29, 1888 IN BOOK 92 OF DEEDS AT PAGE 4, O.R.F.C., z W „ N N „ in z O N 49 r- 100.00 130 c„ N 90°00 00 E �rI I 0 N N N o o;,� 100.00 0 dt N 90°00 00 E I 'n 'n w 118 0 oI R7 144 155 d IM _ ao RESPECTIVELY. SCALE. o 0 LO 10 PPUE 0 Q, Iril ��I W I 0 10'PPUE �n `- 129 d N o" o _ °', F, 100.00' 132.17' i� I N , M N 90°00 00 E 'f' 'n N 90°00'00" E "'N 90°00'00" E`r' , 0 n o o a n ,,��, r. ,r� to a I d o r �.n 0 -0 100.00', 0 C40 i PE 0^ 9-- 122 0 0 1210 "� 120 :� �? 119 0 0� Id 0` 3fl Ofl'--I I 0 INDICATES RIGHT OF WAY GRANTED TO THE COUNTY OF FRESNO FOR PUBLIC ROAD PURPOSES v o � I 100.00 100.00 w R C4 i a 'y°' 110 r 91 I o z w i PE ( I" " r' L4 33 Ur o 0 0 0 rn $ LO ori I u7 w 4 PER DEED RECORDED OCTOBER 15, 1887 IN VOLUME 61 OF DEEDS AT PAGE 576, O.R.F.C. F © 50 QI �M 10 rnI 76.37 �n r7 C97 `� R3 0 0 0 r "�' �i I�, „ z Z �� 0 • 'n N 90'00 00 E 117 (o- 145 154 �_ „ N �,�` �- z JF, N 0 N 90°00 00 E ( �r w _ p N 89°55 53 E C4 `'� 133.87 0I I� I;r,_ 2 �� LSd C103 z c46 ,QQ o'`° 100.00' � 1- -r' o INDICATES EASEMENT FOR PUBLIC STREET AND UTILITY PURPOSES PREVIOUSLY DEDICATED PER N 90°00'00 E �n 0 'n N 90'00 DO E w 'n N 90 00'00" E u7 ``? 0 1 16.10 N 48.24• �9 C 9 d2 6.47'19.53' '�� N°' " 00 0 -� a EAST n ,� C9 118 0o a 0 n I o 0 05 Ln 100.00 r - 00 0 76.45 N �C43 L2g 44.85' cn C44 46.00' C���c° �� N r 0I 00 Id 90 0 o TRACT No.5531 RECORDED IN VOLUME 84 OF PLATS AT PAGES 67 THROUGH 69 F.C.R. Ln 0 .0 to w o . 100.00 0 100.00 " 0 eco - - 9 , `v C 10 C A A� co � ui 111 r n I I 0 0 , ^� o- 45.20 31.25 C98 3. 4 e- sr , E , „ V 110 ea IoI IN N NI C9g 14 7 09 i+VR ► N 89°56 48 E �� 7 37 27 'j'I o I� N 90°00 00 E a 51 0 0 146 0 153 z + w w S � N 104.60' N 7 N 90'00'00" E `�' ``'`o • a INDICATES EASEMENT FOR STORM DRAIN PURPOSES RECORDED 201 AS RS v �w �+ 8 8Q' Ci ;•AVENUE � w 135.56 I 4 -z N 90'00'00 E I o ��I N 90°00'00" E 0"'N 90°00'00" EIu�I I`w p- a w`'`'- 1g 3 05� 64.89' "� 7' R67 0 92 16 100.00' N�� o op z !� DOCUMENT No. 201 - --- O.R.F.C. cj 100.00 I 0I a o 0 0 o co 2 C7 - . ,- -, �sz R d ON 0 I� 89 I co 94 w 100.00' z 100.00 ( a b 0 71 0 0 0 = w C71 14.73 50.16 8g °� 117 0 w r 0I �-1 Q 115 o d 0 a �" ;r, M ;n '� ``?I 0 0 0 0 72 a o - w w w °� 0 112 fl- U �`' `n N 90°00'00" E I a INDICATES THE LIMITS OF THIS SUBDIVISION. `r z `n o 0 " 0 73 0 `n ° I lu�I JR13 z �•� U - _ 52 „ �� ��) 147 � 152 �) 70 p o 0 P - o .n o- •- �1 N90°00'00"E 0 N 90'00 00 E 0 137.63' I Cf -�-; N 90°00'00 E I'n N 90°00'00" E `n N 90°00'00" E`nI U z z o 0 `Y' 74 o co 75 0 0 ice' • 104.00' o ��n oo i� �ij c� RS DETAIL "D" 100.00 100.00 o'o L6 0 0 0 0 0 r 100.00 z 0 0' ^ S NOT TO 100.00 a 0 L15 L52 L62 0 0 0 0 0 76 ,n o d 88 r 114 of 1'PE N N o 0 54.883 L58N , 3 z o a o 25' .25 �o ,ri 113 IpI 0 I� „ 'v` 30.00'- PE SCALE. 0 w 53 14:� 04 148 151 d l N �6°08 5fi E L6 i z 64.85' ( r I� 116 4 LO ui z N 90°flfl 00 E R85 I00 � 93 u� I L60 z z , ao „ u�I O 1 PE 140.44, -:o - „ � „ ,� ,� o- 37.08' 61.4?' L59 N90°00 00 E 00 0; IN 90°00'00" E N 90'00'00 E o N 90°00 d0 E 0 I N 90-00'00 E N 90°00 00 E �) .t o 68 6 L55 45.18' nn o 0 ' 100.00' y26 LE 1-,n r " 0 100.00' N 25 25 - 100.00 100.40 M I 69 0 0 ��, o 0'- dN 100.00 1 PE N I IN 0 8( I . I� 149 I U3 0 p C �1'j 10'PPUE- oI I . o N 114 r4l 25 25 d-G11 M� M oo N Q 113 o d 'n 10'PPUE u; 150 a ' ' �� 67 �- �-�-'j{ .- OUTLOT SCHEDULE 54 `° 77 I 115 1 o'PPuii�,� Rso i47 7g, Ir-oz I U N . m o ,n o 25 25 O tii 1'PE `n 1,PE °�° 0 rn S7 3112"E7 I d E. 4 r ^ z s in g•4 \\ \ z 5 29 0 7 1 PE A R�3 OS 4j' o u7 , „ io o !Q 85.31- 85.32' eco �6 � Og^' R86 I Q E o� R8 85.3 - 85.32' 40.30' 8.3 '� R7`o 1 N 90°do do E , A: DEDICATED IN FEE TO THE CITY OF FRESNO FOR OPEN SPACE PURPOSES SUBJECT TO Spy 42 X80 0 `� 170.63' �'�. �' 48.63 ;.n G'� M 1 S 7 .44 N 110.00 p 170.63'11, �'0 R62 s7 ° N I 1 Q -.CITY ACCEPTANCE OF DEVELOPER INSTALLED REQUIRED IMPROVEMENTS. 93. N , ,N r) 3 94 U en� 0 _ `� 250.00 174.96 _ J c, 7 2" E "' "'I°'a F.+ASTN 89 55 53 E N 254.00 of 3 42" �Qj 0'pp 0 78 0 N o - - hl 141.5 7' E R-1 9. . . N 89'55'53"E 424.96' I`- 0 �'.rE Y S REST h 55 QE-� 0 co-'sG9 EAST-Ln GEARY 366.35' c0v STREET 66 w N 90'00'00" E `nI Z 0 151.78' N Cg�cO G1G �� a 0' BASIS OF BEARINGS. O 04 ,, E 52.00' 52.00'- 52.00 52.00 52.00 2-00- 51.01' G3 S o 110.00 �,�` 40.32' 51.00 51.00' / SAA 86 N I 62.0 " THE EAST LINE OF SECTION 15, TOWNSHIP 14 SOUTH, RANGE 21 EAST, M.D.B.&M. ,� 3 C34 CS2 C51 S OF cfl I 0 FOUND 3/4 IRON PIPE, �o ��, c3 3 3 3 � a� ��s 0_1 0 79 aI 25' 25' 3 0- 46' U, S� 26'BPI--""�v 0 DOWN 0.1', BENT, NO TAG, WAS TAKEN TO BE NORTH 00°00'00" EAST AS SHOWN ON RECORD OF SURVEY _ R, o u7 r- w tib' o a, o o 0 �`o o 0 �`o 4 6> > 0 N Ln N 90°00'00" E 'n to n= '`o o ��0 0 N A' 10 PUE R14 I R87� 29.97 WEST OF SECTION RECORDED IN BOOK 12 OF RECORD OF SURVEYS AT PAGE 8, F.C.R. 111 ^ r o o �, o �, 0 0 0 0 0 0 0 a ca 65 9 9'• rn o- a o 0 0 0 a o o, b'j �Sj,, UNE. ACCEPTED AS BEING 56 �� 57 a 0 58 0 59 0 60 0 61 0 62 0 63 a 64 �• �, z �� N o 82 0 83 0 �," �. 62.00' U ON THE SOUTH LINE OF d 0 0 0 0 o a o 0 1 10.00 N``' o . 0 0 84 �,.`�' 85 �9, o o a o 0 0 O o 0 o co a ,ri o 0 0 C p C o NCO o o 0 a r o 0 0 o 4 80 co 81 0 0 0 rn, ,� R88 THE NORTH 1/2 OF THE NOTES: 0 809.66 �� 410.79 , �- a; NORTHEAST 1/4 OF M 2 , z , z , z , z , z z y ,n ,z ,z ,z U59.42 N < „ , 99.99 87.11 z 52,00 52.00 52.00 52.00 52.00 52.00' 66.79 133.77 110.00 L18 L18 55.12 51.00 51.00 79.63' 139.47 34.57 SECTION 15, T. 14 S., R. 1. 3/4 X 30 IRON PIPE, DOWN 0.5', TAGGED LS 5277 SET AT ALL LOT CORNERS, - o _,- _ __ .; .. .. , . _ ,. . 21 E. M.D.B.&M. I SET €1311.90' --! NORTHWEST CORNER of PARCEL1 OF PARCEL MAP No. €1329.$7'} TAG, i 5277. BLOCK CORNERS AND BEGINNING AND ENDING OF ALL CURVES, OR WILL BE SET WITHIN 9.15 2960, FOUND 3/4" IRON PIPE, DOWN 0.1', BENT, NO €N 89°55'53" E 2641.77'1 (N 89°56'01" E 2641.73') R15 I ONE YEAR OR ANY APPROVED EXTENSION THEREOF. TAG, ACCEPTED AS BEING ON 'SOUTH PROPERTY LINE. NORTHWEST CORNER OF PARCEL 1 OF PARCEL MAP No. � N POSITION FOR CENTER QUARTER CORNER OF SECTION 15, T. 14 2960, FOUND 3/4" IRON PIPE, DOWN 0.1', BENT, NO ( N 2. DISTANCES NOT MONUMENTED ARE CALCULATED. N �- TAG, ACCEPTED AS BEING ON SOUTH PROPERTY LINE. � S., R. 21 E., M.D.B.&M., MONUMENT DESTROYED, RECORD IS 2.5" ( �'�r) LO n IRON PIPE PER COUNTY CORNER RECORD #2902, ESTABLISHED EAST QUARTER CORNER OF SECTION 15, T. 14 S., R. 21 E., r3 SEE DETAIL ON M M POSITION PER TWO REMAINING TIES AND POSITION FROM PREVIOUS M.D.B.&M., FOUND FRESNO COUNTY BRASS CAP MONUMENT I w 4 SHEET 3 OF 3. SCALE: 1" = 100' SURVEY, SET 2' TIES NORTH, EAST, SOUTH AND WEST, FILED IN WELL, DOWN 2 IN WELL, 6 FROM PAVEMENT, VERIFIED I L CORNER RECORD WITH FRESNO COUNTY SURVEYOR #8421. PER TIES ON FILE WITH COUNTY SURVEYOR TF#2103. _ _ - - - - - - - - - - - SOUTHEAST CORNER OF SECTION 15, T. 14 S., �� 100, 200' 300' IN 89°54'40" E 2640.87'1 (N 89°55'05" E 2640.74') [S 89°55' W 2640.8'] IN 00°00'34" E} R. 21 E., M.D.B.&M., FOUND FRESNO COUNTY EAST CHURCH AVENUE €2669.24' � ` � RASS CAP MONUMENT IN WELL, DOWN 2" IN iiw� WELL, 6" FROM PAVEMENT, VERIFIED PER COUNTY CORNER RECORD #6162. 05 &P 'T' NO J ,.J J 6j 12, PHASE 2 OF VESTING TENTATIVE MAP No. 5531 RADIAL DATA: IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA RADIAL RADIAL SURVEYED AND PLATTED BY DIXON AND ASSOCIATES, INC. NUMBER BEARING RADIUS IN JANUARY, 2016 R 1 N 34!25 30" E 50.00' CONSISTING O F 3 SHEETS R 2 S 34'2537" E 50.00' R 3 S 83'13'32" E 50.00' R 4 N 64!06'17" E 50.00' SHEET 3 OF 3 R 5 N 62'16'50" E 50.00' R 6 N 82'24'46" E 50.00' LINE DATA: R 7 S 44.06'08" E 50.00' R 8 S 09'25'33" W 50.00' LINE LINE R 9 S 25'47'19" W 50.00' NUMBER BEARING LENGTH R 10 N 78.00'53" W 130,00' CURVE DATA: r URVE DATA: CONTINUED R 11 S 14'15'23" E 104.50' L 1 N 00'09'59" W 17.93' R 12 S 01'06'28" W 950.00' L 2 N 00'09'59" W 117.93' R 13 S 87'l 7'05" W 3562.00' CURVE DELTA RADIUS ARC CHORD URVE DELTA RADIUS ARC CHORD L 3 N 45'01'36" W 20.77' R 14 S 8342'49" W 3562.00' NUMBER LENGTH LENGTH NUMBER LENGTH LENGTH L 4 S 89'5648" W 47.67' R 15 N 84'39'33" E 3438.00' f , , L 5 N 00'03'12" W 50.00' R 16 S 73'54'36" W 124.50' C 1 90100,00" 50.00 78.54 70.71 C 69 25'35 42 50.00 22.34 22.15 C 2 88'10'33" 50.00 76.95 69.58 C 70 6'52 21 325.00 3$.98 3$.96, L 6 N 00'00'00" E 82.77' R 17 N 89'43'43" E 50.00' C 3 9'37'30" 104.50' 17.55' 17.54' C 71 7'28'18" 325.00' 42.38' 42.35' L 7 N 44'58'24" E 24.81' R 18 N 01'55'16" E 1050.00' C 4 V3441" 104.50' 8.35' 8.35' C 72 0'12'48" 8474.00' 31.55' 31.55' L 8 N 89'56'48" E 5.45'1 R 19 S 84'49'28" W 3562.00' C 5 13'52'20" 110.00' 26.63' 26.57' C 73 0'03'29" 8474.00' 8.59' 8.59' L 9 N 00'00'58" W 100.00' R 20 S 12'12'29" W 124.50' C 6 14'12'l 1" 104.50' 25.90' 25.84' C 74 0'40'01" 8449.00' 98.35' 98.35' L 10 S 89'56'48" W 5.46' R 21 S 16'5629" W 124.50' C 7 14'12'l 1 124.50' 30.86' 30.78' C 75 0'23'56" 8424.00' 58.65' 58.65' L 11 N 45'03'12" W 24.81' R 22 S 00'21'57" W 1050.00' » , L 12 N 00'03'12" W 82.83' R 23 S 03'46'28" W 1050.00' C 8 0'33 13" 3500.00 33.82 33.82 G 76 13 52 20 130.00 31.48 31.40 a » , , , . , „ , , L 13 N 44'56'48" E 20.77' R 24 N 00'56'00" E 950.00' C 9 25 50 31 50.00 22.55 22.36 C 77 1 14 52 3562.00 77.57 77.57a C 10 60'12'56" 50.00' 52.55' 50.16' C 78 0'49'44" 3562.00' 51.53' 51.53' L 14 S 89'56'48" W 34.10' R 25 S 20'42'28" E 50.00' C 11 48'47'55" 50.00' 42.58' 41.31' C 79 25'50'56" 50.00' 22.56' 22.37' L 15 N 89'55'53" E 59.88' R 26 N 25'53'43" W 50.00' C 12 32'40'11" 50.00' 28.51' 28.13' C 80 0'49'42" 3562.00' 51.50' 51.50' L 16 N 00'03'12" W 25.00' R 27 N 22'4839" E 50.00' C 13 20'07'56" 50.00' 17.57' 17.48' C 81 14'12'11" 104.50' 25.90' 25.84' L 17 N 00'03'12" W 26.00' R 28 N 69'14'34" E 50.00' „ , , » , L 18 N 89'55'53" E 25.00' R 29 S 64'09'29" E 50.00' C 14 53'29 06 50.00 46.67 45.00 C 82 141 41 02 50.00 123.64 94.4fi \ C 15 53'31'41" 50.00' 46.71' 45.03' C 83 7'5552" 50.00' 6.92' 6.92' L 19 S 85'21'09" E 1.40' R 30 N 69'08'08" W 50.00' „ , , NORTHEAST CORNER OF � » f » C 16 16 21 46 50.00 14.28 14.23 C 84 1 T54 39 5D.00 15.63 15.57 SECTION 15, T. 14 S., L 20 S 87 49 51 E 26.08� R 31 N 01 30 23 E 325.40 C 17 14'12'11" 124.50' 30.86' 30.78' C 85 143'30'29" 50.00' 125.23' 94.97' R. 21 E., M.D.B.&M. L 21 S 87'49'51" E 23.94' R 32 N 05'18'09" E 275.00' C 18 4'42'03" 950.00' 77.94' 77.92' C 86 1'09'40" 950.00' 19.25 19.25' L 22 S 85'21'09" E 15.53' R 33 S 80'46'09" E 225.00' C 19 3'24'31" 1050.00' 62.47' 62.46' C 87 3'32'23" 950.00' 58.69' 58.68' L 23 S 88'2425" E 1.50' R 34 S 79'40'40" E 275.00' C 20 95223" 1050.00' 16.00' 16.00' C 88 4'1654" 1050.00' 78.47' 78.45' `0 L 24 N 89'56'48" E 36.16' R 35 N 70'43047" E 50.00' .04' R 36 S 64'09'29" W 50.00' C 21 4!42'03" 1000.009 82.05 82.02 C 89 0 59'l 2 950.00 16.36 16.36 0 L 25 N 89'56'48" E 12 1 0 » , C 22 4'427 03!, 950.00' 77.94' 77.92, C 90 3♦42, as 51 950.00' 61.58, 61.57, L 26 S 87 12 02 E 54.66 R 37 N 70 29 36 W 50.00' C 23 1715'41" 124.50' 26.64' 26.59' C 91 16'5941" 124.50' 36.93' 36.79' DETAIL 41% L 27 S 87'17'46" E 50.07' R 38 N 24'46'50" W 50.00' SCALE: 1" = 1' Ml 28 S 8T49'S1" E 50.02' R 39 N 26'04'19" E 50.00' C 24 4'44 00 124.50 10.29910.28 C 92 20'39'16 50.00 18.02 17.93 N L 29 S 75'42'33" E 93.09' R 40 S 25'05'19" W 50.00' C 25 16'59'41" 104.50' 31.00' 30.88' C 93 5"11'15" 50.00' 4.53' 4.53' L 30 S 88'24'25" E 50.02' R 41 N 01'11'32" E 5000.00' C 26 1'06'39" 3562.00' fi9.06' 69.06' C 94 141'44'14" 50.00' 123.69' 94.48' rn C 27 0'23'01" 3562.00' 23.85' 23.85' C 95 4'58'39" 50.00' 4.34' 4.34' 9 L 31 N 14"17'27" E 20.32' R 42 N 00'15'53" E 4975.00' » „ , L 32 S 88'5859" E 50.00' R 43 N 00'43'45" E 4975.00' C 28 48 42 22 50.00 42.50 41.24 C 96 20'51 52 50.00 18.21 18.11 'wf , , L 33 N 00'04'07" W 25.00' R 44 N 01'18'18" E 4975.00' C 29 4625'55 50.00 40.52 39.42 C 97 14'21 34 325.00 81.45 81.24 M €N 89°54 40 E 0.44 1 » C 30 46'35'57" 50.00' 40.67' 39.55' C 98 5'22'16" 275.00' 25.78' 25.77' L 34 S 89 30 45 E 55.00 R 45 N 01 52 52 E 4975.00 C 31 8'34'01" 50.00' 7.48' 7.47' C 99 8'59'18" 275.00' 43.14' 43.10' LO L 35 S 45'03'12" E 20.77' R 46 N 02'27'26" E 4975.00' L 36 S 4355'32" E 24.61' R 47 N 01'38'41" E 5025.00' C 32 55'32'12" 50.00' 48.46' 46.59' C 100 14'17'27" 250.00' 62.36' 62.19' ' C 33 56'23'36" 50.00' 49.21' 47.25' C 101 10'19'20" 275.00' 49.54' 49.48' N 89'54'40" E 2640.87'1 L 37 N 44'01'48" E 28.73' R 48 N 02'11'48" E 5025.00' „ , € -` C 34 21'15'20 50.00 18.55 18.44 C 102 9 07 22 275.00 43.79 43.74 EAST QUARTER CORNER L 38 S 45'57'55" E 20.85' R 49 N 02'46'04" E 5025.00' C 35 60 00 00 50.00 52.36 50.00 C 103 5'13'l 7 275.00 25.06 25.05 w , » , , f „ , , , OF SECTION 15, T. 14 L 39 N 44'02'05" E 20.70' R 50 S 10'06'58" E 50.00' io S., R. 21 E., M.D. C 36 72'33'45" 50.00' 63.32' 59.17' C 104 14'20'39" 300.00' 75.11' 74.91' 0 I L 40 N 44'56'48" E 24.81' R 51 N 25'54'08" W 50.00' " , , 0 L 41 S 44'02'22" E 24.89' R 52 N 12'5534" E 50.00' C 37 63 17 4fi 50.00 55.24 52.47 G 105 14'20 39 325.00 81.36 81.15 C 38 55'44'39" 50.00' 48.65' 46.75' C 106 141'45'09" 50.00' 123.70' 94.48' o L 42 S 45'02'04" E 20.77' R 53 N 63'04'06" E 50.00' z L 43 S 75'42'33" E 8.40' R 54 S 33 C 39 4823'50" 50.00' 42.23' 40.99' C 107 240'00'00" 50.00' 209.44' 86.60 6442" E 50.00' C 40 1'34'30" 325.00' 8.93' 8.93' C 108 141'36'55" 50.00' 123.58' 94.44' L 44 N 5653'57" E 20.61' R 55 N 66'51'54" W 50.00' L 45 N 46'00'42" E 20.79' R 56 N 89'19'59" E 8449.00' C 41 12"47'04" 325.00' 72.52' 72.37' C 109 16'33'09" 50.00' 14.44' 14.39' N to » f C 42 14'21'34" 300.00' 75.19' 74.99' C 110 9'1722" 50.00' 8.11' 8.10' L 46 N 44 57 56 E 20.77 R 57 N 89 36 04 E 8424.00 C 43 14'21'34" 275.00' 68.92' 68.74' C 111 23'24'23" 50.00' 20.43' 20.28' Z L 47 N 44'58'24" E 20.77' R 58 N 89'54'37" E 8424.00' » , » , o L 48 S 45'01 36 E 20.77 R 59 N 89 56 31 E 8474.00 C 44 14'20 39 275.00 68.85 68.67' C 112 2 18'l 2 50.00 2.01 2.01 m o L 49 5 32'28'08" E 20.95' R 60 S 80'42'38" W 50.00' C 451 15'24'32" 50.00' 13.45' 13.41' C 113 141'20'26" 50.00' 123.34' 94.36' C 46 50'44'42" 50.00' 44.28' 42.85' C 114 15'47'10" 50.00' 13.78' 13.73' u- 0 L 50 5 75'42'33" E 5.26' R 61 N 64'09'29" E 50.00' 01 L 51 N 45'06'06" E 20.72' R 62 N 77'42'21" E 50.00' C 47 51'21'20" 50.00' 44.82' 43.33' C 115 10'03'46" 50.00' 8.78' 8.77' C 48 24'13'40" 26.28' 26.24'50.00' 21.14' 20.99' C 116 2'52'06" 500.00' 25.03' 25.03' W L 52 S 8851'18" E 57.00' R 63 S 45'31'42" E 50.00' ' SOUTHEAST CORNER OF L 53 S 45 12'00" E 20.80 R 64 S 0758a 07» W 50.00, C 49 13'32'52" 50.00' 11.82' 11.80' C 117 2'52'06" 525.0.0 m SECTION 15, T. 14 S., R. „ a » , C 50 56'45'57" 50.00' 49.54' 47.54' C 118 1'10'13" 5025.00' 102.64' 102.63' L 54 N 45 36 02 E 25.03 R 65 S 25'46 24 W 50.00 » , 21 E., M.D.B.&M. G 51 53 29 49 50.00 46.68 45.01 C 119 252 06 5000.00 250.31 250.28 L 55 S 87'56'00" E 11.85' R 66 S 64'09'29" E 50.00' C 521 17'48'17" 50.00' 15.54' 15.48' C 120 0'27'52" 4975.00' 40.33' 40.33 / L 56 S 45'58'12" E 27.83' R 67 S 88'23'09" E 50.00' C 53 25'4235" 50.00' 22.44' 22.25' C 121 0'34'33" 4975.00' 50.00' 50.00' \1 L 57 S 43'3337" E 20.79' R 68 N 40'15'31" E 50.00' " » , , , L 58 N 89'55'53" E 5.00' R 69 N 10'29'11" W 50.00' C 54 52 22 12 50.00 45.70 44.13 C 122 0 34 34 4975.00 50.02 50.02 --''� C 55 50'08'32" 50.00' 43.76' 42.37' C 123 0'21'28" 4975.00' 31.07' 31.07' L 59 S 87'56'00" E 57.03' R 70 N 25'53'43" W 50.00' " f , L 60 S 80'25'56" E 57.78' R 71 S 05'10'05" W 275.00' C 56 38 49 42 50.00 33.88 33,24 C 124 0 15 49 5025.00 23.12 23.12 C 57 2'52'06" 475.00' 23.78' 23.78' C 125 6'34'18" 50.00' 5.73' 5.73' L 61 S 76'28'40" E 58.60' R 72 S 07'25'06" W 325.00' „ a , L 62 S 76'28'40" E 2.87' R 73 N 60'04'07" W 50.00' C 58 0'33'07" 5025.00 48.41 48.41 C 126 141 54 50 50.00 . 123.84 94.53 C 59 0'34'16" 5025.00' 50.09' 50.09' C 127 0'59'00" 50.00' 0.86' 0.86' L 63 S 75'11'51" E 56.05' R 74 N 12'29'38" E 50.00' C 60 0`02'50" 5025.00' 4.14' 4.14' C 128 24'3642" 50.00' 21.48' 21.31' L 64 S 85'21'09" E 14.13' R 75 N 75'47'24" E 50.00' C 61 1'14'44" 5000.00' 108.70' 108.69' C 129 0'16'17" 8474.00' 40.14' 40.14' R 76 S 48'27'57" E 50.00' C 62 1'37'22" 5000.00' 141.61' 141.61' C 130 0'18'33" 8424.00' 45.46' 45.46' R 77 S 25'54'38" E 50.00' C 63 T33'01" 4975.00' 221.44' 221.42' C 131 0'0523" 8424.00' -13.19' 13.19' R 78 S 04!39'18" E 50.00' C 64 9'13'51" 225.00' 36.25' 36.21' C 132 2'43'35" 1050.009 49.96' 49.96' R 79 S 51'44'18" W 50.00' C 65 25♦50'31" 50.00' 22.55' 22.36' C 133 19'16'l 3" 50.00' 16.82' 16.74' R 80 N 72'43030" W 50.00' C 66 45'20'55" 50.00' 39.57' 38.55' C 134 0'56'44" 3438.00' 56.74' 56.74' R 81 N 64'09'29" W 50.00' " , , R 82 S 09'40042" E 104.50' C 67 45'42 46 50.00 39.89 38.84 C 135 1'37'53" 3562.00 101.42 101.42 R 83 N 00'4426" E 5025.00' C 68 50'51'09" 50.00' 44.38' 42.93' C 136 4'2358" 3562.00' 273.51' 273.44' R 84 N 00'28'37" E 5025.00' R 85 S 86"27'21" W 3562.00' R 86 S 85'12'29" W 3562.00' R 87 S 83'4249" W 3500.00' R 88 N 84'16'02" E 3500.00' 05-036 P&P