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HomeMy WebLinkAboutT-5531 - Map - 8/14/2014 SURVEYOR'S STATEMENT RECORD TITLE INTEREST STATEMENT lip LAND SFINAL MAP OF UR` THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE v�, Pw J.D��O Flo AND COMPLETE AS SHOWN. THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND 553 1ti THIS MAP WAS PREPARED BY ME WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS OR UNDER MY DIRECTION, AND IS BASED UPON A MAP AND OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS, AND EASEMENTS SPECIFIEDTRACT FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. ACT AND LOCAL ORDINANCE AT THE REQUEST OF CENTEX HOMES ON FEBRUARY 2014. * * 1 HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY N0. 5277 THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION CENIEX HOMES, A NEVADA GENERAL PARTNERSHIP A PLANNED DEVELOPMENTJ' APPROVED BY Tq�OF CAL� P THE CITY ENGINEER, THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP PHASE 1 OF VESTING TENTATIVE MAP NO. 5531 SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. BY: ROGER FOSTER, DIVISION CONTROLLER BEING A SUBDIVISION OF PORTION OF THE NORTHEAST QUARTER CENTRAL VALLEY DIVISION OF SECTION 15, TOWNSHIP 14 SOUTH RANGE 21 EAST. MOUNT DIABLO BASE AND MERIDIAN GARY J. DIXON, LS 5277 EXP.12/31/15 DATE NOTARY ACKNOWLEDGEMENT IN THE CITY OF FRESNO, STATE OF CALIFORNIA FRESNO COUNTY, CALIFORNIA CITY ENGINEER'S STATEMENT COUNTY OF SURVEYED AND PLATTED IN MARCH, 2005 1 HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS CONSISTING O F 3 SHEETS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ON BEFORE ME, ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION PERSONALLY APPEARED WHO SHEET 1 O F 3 MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. PERSON(S) WHOSE NAME IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. LEGAL DESCRIPTION THIS PROPERTY IS SUBJECT TO THE FOLLOWING: ANDREW BENELLI, PE 50022 DATE LICENSE EXPIRES 06/30/2015 CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS THE STALE OF PARCEL 1: 1. THE FACT THAT A PORTION OF SAID PROPERTY LIES WITHIN THE CITY ENGINEER CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. THAT PORTION OF THE NORTHEAST QUARTER OF THE PRECISE PLAN LINES TEMPERANCE AVENUE. NORTHEAST QUARTER OF SECTION 15, TOWNSHIP 14 WITNESS MY HAND. SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE AND RECORDED: JULY 30 1964 IN VOLUME 1 OF PRECISE PLAN LINES MERIDIAN, DESCRIBED AS FOLLOWS: PAGES 53 TO 69, OFFICIAL RECORDS OF FRESNO COUNTY. CONSULTING LAND SURVEYOR'S STATEMENT BEGINNING AT THE SOUTHEAST CORNER OF SAID SIGNATURE NORTHEAST QUARTER OF THE NORTHEAST QUARTER 2. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, AND THAT I AM SATISFIED OF SAID SECTION; THENCE NORTHERLY ALONG THE "MEMORANDUM OF AGREEMENT" RECORDED APRIL 15, 2005 AS THAT THE MAP IS TECHNICALLY CORRECT. NAME EAST LINE OF SAID SECTION 625 FEET, THENCE AT DOCUMENT NO. 2005-0084726 OF OFFICIAL RECORDS FRESNO RIGHT ANGLES WESTERLY 1,320 FEET, MORE OR LESS, COUNTY. ACTING FOR THE CITY OF FRESNO: BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS COUNTY OF TO THE WEST LINE OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER; THENCE AT RIGHT ANGLES 451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612 SOUTHERLY ALONG SAID LINE 625 FEET TO THE 3• THE EFFECT OF AN INSTRUMENT ENTITLED "BEFORE THE BOARD OF MY COMMISSION EXPIRES SOUTH LINE OF SAID NORTHEAST QUARTER OF THE DIRECTORS OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT NORTHEAST QUARTER; THENCE AT RIGHT ANGLES RESOLUTION PROVIDING FOR THE RECORDATION OF A MAP IDENTIFYING BY: COMMISSION NUMBER EASTERLY ALONG SAID LINE 1,320 FEET, MORE OR AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR RANDELL SCOTT WEST, LS 866 D BEING DESCRIBED AS THE SOUTH 625 FEET OF THE THE POINT OF BEGINNING; SAID LAND ALSO 3, REQUIREMENTS TO CONSTRUCT PLANNED LOCAL DRAINAGE FACILITIES", DATE LESS, EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND LICENSE EXPIRES 12/31/2015 CITY OF FRESNO, RECORDED JULY 31, 1995 AS DOCUMENT N0. NORTHEAST: QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION. 95092128 OFOFFICIAL RECORDS. APN 316-160-33 IF THE PARTIES INVOLVED IN THIS TRANSACTION DESIRE FURTHER INFORMATION AS TO THE EFFECT THIS RESOLUTION MAY HAVE ON SAID PLANNING COMMISSION CERTIFICATE PARCEL 2: LAND, THEY MAY CONTACT FRESNO METROPOLITAN FLOOD THE NORTH HALF OF THE NORTHEAST QUARTER OF CONTROL DISTRICT AT 559-456-3292. 1 HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SECTION 15, TOWNSHIP 14 SOUTH, RANGE 21 EAST, SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MOUNT DIABLO BASE AND MERIDIAN, ACCORDING TO 4. AN EASEMENT FOR CANAL AND INCIDENTAL PURPOSES, RECORDED MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING THE OFFICIAL PLAT THEREOF. AUGUST 13, 1873 IN BOOK J OF DEEDS, PAGE 36 OFFICIAL RECORDS COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. EXCEPTING THEREFROM THE SOUTH 625 FEET OF THE FRESNO COUNTY. NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION. IN FAVOR OF: FRESNO CANAL AND IRRIGATION COMPANY ALSO EXCEPTING THAT POR11ON OF SAID PREMISES AFFECTS: OVER AND THROUGH SECTION 15-15/21, AND NOT JENNIFER CLARK DATE INCLUDED WITHIN STRIPS OF LAND 60 FEET IN WIDTH TO EXCEED 200 FEET IN WIDTH SECRETARY OF THE FRESNO CITY PLANNING COMMISSION ALONG THE NORTH SIDE OF SAID PROPERTY, CONVEYED TO THE PACIFIC IMPROVEMENT COMPANY 5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED VICINITY MAP AND TO SOUTHERN PACIFIC RAILROAD COMPANY BY "RESTRICTIVE COVENANT' RECORDED JANUARY 4, 2006 AS DOCUMENT DEEDS RECORDED IN BOOK 65, PAGE 149 AND BOOK NO. 2006-0000960 OF OFFICIAL RECORDS FRESNO COUNTY. CITY CLERK'S CERTIFICATE 92, PAGE 4 OF DEEDS, RESPECTIVELY. 6. A SUBDIVISION AGREEMENT INCLUDING "ADDENDUM TO SUBDIVISION I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. ALSO EXCEPTING THEREFROM THE FOLLOWING AGREEMENT" FOR RIGHTS-OF-WAY ACQUISITION FOR THE FINAL MAP ADOPTED ON APPROVED DESCRIBED REAL PROPERTY: OF TRACT NO. 5531, PHASE 1 OF VESTING TENTATIVE MAP NO. 5531 THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND COMMENCING AT A POINT OF THE WEST LINE OF THE RECORDED I DOCUMENT NO. AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE EAST HAMILTON AVENUE NORTHEAST QUARTER OF SAID SECTION WHICH BEARS FRESNO COUNTY RECORDS. TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE SOUTH 80.00 FEET FROM THE NORTHWEST CORNER OF PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED THE NORTHEAST QUARTER OF SAID SECTION, WHICH 7. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE AS ABANDONED BY THE FILING OF THE MAP. Ld TRACT NO. 5531 POINT IS THE TRUE POINT OF BEGINNING; MAINTENANCE OF CERTAIN PUBLIC IMPROVEMENTS FOR THE FINAL MAP z PROJECT SITE THENCE EAST AND PARALLEL WITH THE NORTH LINE OF TRACT NO. 5531, PHASE 1 OF VESTING TENTATIVE MAP NO. 5531 11' w OF SAID SECTION A DISTANCE OF 300.00 FEET; RECORDED DOCUMENT NO. YNONNE SPENCE, CMC 1 111111 SAN JOAQUIN Z VALLEY RAILROAD THENCE SOUTH AND PARALLEL WITH THE WEST LINE CITY CLERK FRESNO COUNTY RECORDS. >�: ::x: :.�:: :.::.,: :X: OF THE NORTHWEST QUARTER OF THE NORTHEAST Q TER OF SAID SECTION A DISTANCE OF 200.00 8. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR ' `' `` ° '' "'` `'' w FEET; BY: EAST CALIFORNIA z AVENUE: ;:;:'` ::: ;:::r::=;°:: ;: TEMPORARY STREET FACILITIES FOR THE FINAL MAP OF TRACT NO. - o ;. z THENCE WEST AND PARALLEL WITH THE NORTH LINE 5531 PHASE 1 OF VESTING TENTATIVE MAP NO. 5531 RECORDED DEPUTY DATE w ::: :. ..: :: > OF SAID SECTION, A DISTANCE OF 300.00 FEET TO A DOCUMENT -' N' `'°'` _'` : `' Q N0. FRESNO POINT ON THE WEST LINE OF THE NORTHWEST COUNTY RECORDS. QZ QUARTER OF THE NORTHEAST QUARTER OF SAID = Q SECTION; 9. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT RECORDER'S CERTIFICATE Of THENCE NORTH ALONG THE WEST LINE OF THE PROVIDING SPECIAL SOLID WASTE DISPOSAL SERVICE FOR CERTAIN LOT DOCUMENT N0. o a_ NORTHWEST QUARTER OF THE NORTHEAST QUARTER WITHIN THE FINAL MAP OF TRACT N0. 5531, PHASE 1 OF VESTING FEE: $ `" w OF SAID SECTION TO THE TRUE POINT OF BEGINNING. TENTATIVE MAP NO. 5531 RECORDED EAST CHURCH AVENUE DOCUMENT N0. FR FILED THIS DAY OF 201_, AT- M. IN VOLUME APN 316-160-65 FRESNO COUNTY RECORDS. 0 10. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT OF PLATS, AT PAGES AT THE REQUEST OF DIXON & ASSOCIATES. I "' DEFERRING CERTAIN SEWER CONNECTION CHARGES, WATER FEES AND DEVELOPMENT FEES THE THE TIME OF ISSUANCE OF THE CERTIFICATE FRESNO COUNTY RECORDS OF OCCUPANCY AND CREATION OF LIEN FOR THE FINAL MAP OF TRACT NO. 5531, PHASE 1 OF VESTING TENTATIVE MAP NO. 5531 PAUL DICTOS, CPA, RECORDER RECOR3DED DOCUMENT NO. FRESNO COUNTY RECORDS. BY. PR® V OST 11. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE DEPUTY DATE P R!TC HA R D RESTRIC11ON OF SINGLE STORY HOMES FOR CERTAIN LOTS WITHIN THE - . - 11111 FINAL MAP OF TRACT NO. 5531, PHASE 1 OF VESTING TENTATIVE MAP An Employee Owned Company NO. 5531 RECORDED DOCUMENT NO. 286 WEST CROMWELL AVENUE FRESNO COUNTY RECORDS. FRESNO, CALIFORNIA 93711-6162 559/449-2700 FAX 559/449-2715 www.ppeng.c®rn DATE: 08-01-14 ,JOB NO.: 14460502 DRAWING NO.: 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. VERIFIED PER COUNTY CORNER RECORD #6157. / VERIFIED PER COUNTY CORNER RECORD #7860. N 89'56'48" E 2642.67' (N 89'56'57" E 2642.73') / / 1321.34' (1321.37') 55c 1321.33' (1321.36') RAILROAD FOUND 3/4" IRON PIPE, DOWN'0 N 1321.26' 1Q4 �T � *J7 SAN J0 A(�UIN VALLEY 0.4', TAGGED LS 2737, 0.09 0 60.00'A3 N 89'56'48" E 2642.63' o SOUTH OF SECTION LINE. 60.00 1 0 31270.00. o °3 I Q IN THE CITY OF FRESNO, -46.0 ;° L20 �1 254 00' �, N 2°.00' 20.00'°1 " 2, 3.63' I FRESNO C 0 LINTY, CALIFORNIA _j 526.00- , 46.00' " 150.00' 376.00' ;r, ��2 OUTLOT A �� ,90.00 n L 1 I N 89'56 48 E 300.00 /O - N 89'56'48" E 426.00' -0 N - 0 6, ��1, N 89'56'48" E 215.00' 1 30' SURVY PLAYED AND PLATTED IN FEBRUARY, 2014 I Q 00 1 1'P /C,� - 0 6 N 89'56'48" E 203.44' JAST Z;i R N AVE14TM`O o E �° N AVENUE R1 33 101.72' 101.72' C33 R17 175.32' o 20.00 o EAST ERIN346.63' ,� 10.00' GRANTED TO THE COUNTY OF o N 89'56'48" E ;n w \115 51.31' 60.00' 60.0 0.00' 90.00 5 2' S W 1'PE o'Qrn� 1�pE �,� 55.32' 60.00' 60.00'T 1 CONSISTING 0 F 3 SHEETS W I I FRESNO PER GRANT OF EASEMENT `� 1 b0.00 No w 3 a : N 25' (� 38 10'PUE 37 rnl 25' N IrRECORDED OCTOBER 30, 1991 AS DOC. o - - - SHEET 2 OF 3 t� 10 No. 91134809, O.R.F.C. 0 2 0 o N- N o, N o - o ;,�0 0 � N 89'56'48" E N 89-56'48" E 'n o _ a O o ,d,9 0 0 50 O F-� I 0 I o-7 PS 3 I�1.25'( _ o 0 26 0 Ki 27 0 28 0 29 o0 0 30 01 Q' I 100.00' 100.00' I- 0I� "' o N oo N 00 0 3 N 1 12, 20 M N 89.56'48" E In o o b o 0 0 0 0 �cuo to o- cn �R .n100.01' N: ri0 0 0 „z N `0`°� 35 0o 0 0 0 `r N E" 48 1 OEp P$3�. 0 0 I t N>0 0 25 o z z N 9'56 48 E 190.00 �,� 25' lo' r i o 0 38 0� I RECOR o0-7 o O �o � z L21 60.00' 60.00 70.00 0 0 coo o o Uco N 89.56'48" E 190.00' `noo OEEO 200 o 0 3 0l 0 61, L27 60.00' 60.00' 65.00' o I N 89'56'48' E o I GRPN� C• No z 0 166' 55.25' 55.08' r_ 100.00' N 89.56'48' E ao 70.00' 60.00' 60.00' LEGEND. O co oI o 4a'E 5.00' 3 - 100.00' I - 0 I D N 89'56'48" E 0 Na211' 5.p1 _ _ N ���-_ N w N_ oo_ z 30.00' _ I N 89'56'48" E 300.00' 0 100.01' z 5'02 N_ N M 04 uj 0 o ,,� ro 34, a o It M 25' �,o o pq 0 0 0 ( INDICATES FOUND SECTION CORNER AS NOTED. 125.02 Z 79.75' _ N- �,� 19 0 39 01 47 46° 0 0 45`"0 22 46.00' 49.23' �r co 23 °' 0 0 21 0 0 20 0 o a o I01 3� 0 Rlg o0 o b g 0 0 0 o I S' 254.00' 1 0'- 4 ►`y ,n c r- o o o Ui 0 0 0 0�,n N 89'56 48" E N 24 ;.� 0 0 0 0 a o N 89.56'48" E 'oon d z awo `- o • INDICATES FOUND AND ACCEPTED MONUMENT AS NOTED. �15'LE RAS. N " vI cn v HN o O '- z C29 z - Z z 100.00 N 98.87' C97 cM 0 �Z 175.32 z I 4 I `30 7 o w 0)- N 89'56 4$ E R12�0 0 `- g z -�' "� 4ir) ni V2 l� ° . • „ 55.32' 60.00 60.00 L14 10'PUE 53,,95 a, 8 0 102.72' N 0 L C2� C2$- 55.08_ 60.00' 50.31 ,�`y I- 1 v'PPUE 0 40 M tg S - I , - - MC13g - 165.39' �'0 0 33 0o v EAST ;n 209.42' C�Tjrjyi 0� 1 O SET 3/4 x 30 IRON PIPE UP 4 IN 6 DIAMETER x 30 P.C.C. MONUMENT I I F C92- _ 5 v r I0 O 0 N DOWN 6 , TAGGED LS 5277 [DURABLE MONUMENTS] 8 f `- w 10'PPUE r� X51 I MC3° N 89'56'48" E 205.08' cD N 89'56'48" Ea cO i PE R�0 N 89'56'48 209.41' 249.10 39.69 -' P�� R� C 7 0 � N �9 Zo AVENUE 203.08' L29 100.00' z 00 p ,9 NjE G v N o h C z Q' o $�0, 0, C31 N 61.39' - �� I 1� n�\8 �aC34 1 1 1.14' A N{ OFo j �o•G INDICATES RECORD DATA PER PARCEL MAP NO. 2960, RECORDED IN BOOK 19 OF PARCEL MAPS AT PAGE L52 L53 - - rn� o $! 100 0137 64.17 76.49 s _ Q L 0 6 �� \ _ 53.64 57. 0 _ z 49.0°' �ct8 5491' C21 aG119 17 E 30 - C136 o o �` �o c37 cloo w co � Gf-'opo - o� 60, FRESNO COUNTY RECORDS. S 89'24'04" E EAST ;n X352 100• ,n 20.73' w o Ia 32 0 O N o P`� �G pS �, I R8 RS N $9'56 48_E 121.05 N Cap N ��� 93 3 w o o N 89'56'48" Eo cc, GO 3 - d �O 4�O C138 0111.45' _ n' I 97.00' 0 In 6%' 3 a �'1E 100.00' 41 N- N to a 25' �o�c�.ti�0o INDICATES RECORD DATA PER RECORD OF SURVEY, RECORDED IN BOOK 12 OF RECORD OF SURVEYS AT n °� A 2 p5 N C9 ova g 59 _ 0 a 6 `n ( 16' �`�,\� 'Q C;3 fA /.\OW C20 C19 2 N N cr' 17 w N 18 o w 25 0 �- ,�'y o w M 0 0 �5' N = 00 [ ] 9 `& N- 16 o Q 42 ;r, X43 0 44 w �. I PAGE 8, FRESNO COUNTY RECORDS. I o M o Z �. o ' N a 0 °' I>✓� I`r o in o0 of o, rye' o 0 o in N I A ¢ - 25' W w r 15 0 � 0 .- -00 - N 25' 31 "tO o ti o 00= a I (R) INDICATES RADIAL BEARING. to I tib C't- 14 9 w a 3 N- in cp b o co = z io cV 15 S C �, d I 0 _ � 14 0 (6 o z + N 1 PE82.46'+� 63.51 -113.72'- - z 60.000 -54.64' `r rn 5°� p Q 4r -o .y r 13 "� N 0o z z C, -C 12- - �R �°` ;,� x L10 I 0 ,56`L F iv o H co 12 co o M _G10- �.�` o 374.33' o /_ `� in 1 tr N a o o ►� b •- H . F.C.R. FRESNO COUNTY RECORDS. w 7 •`V14 11 I °' rn w`'? o � o z 26____ i50 00 N L=243.41' W • 0 0 o 0 I N ;n 10 a 04'� °D --� o- o z Cao Soy 07' 38" R ao z z o0 0o O I M O.R.F.C. OFFICIAL RECORDS OF FRESNO COUNTY. I 0 o 3 in 0 'N-12 r .a a 20.69' 47.97'0 '2 �, 1o'PPUE _ w z C83- .r, _ '48" E' 00 0 'y _ M.D.B.&M. MOUNT DIABLO BASE AND MERIDIAN. 54.00' N ;� 25' _--� 76 80 1100.00 L=255.35 - ., - o 0 1 -101.44' 2 -90.47- - O Ca2- o °1" - N 89'56 48 E 530.08' I 191.91' �� 0IH �`�� ,n C2 oNG 6 3a 4-7 p=13 18, CALIFORNIA o 0 AVENUE W o I Qo 0 w m 16 cn �' z N N� s6 o _1050.oo' L=243.74' 439.51' �j�a zW �`� z I M � AMW INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS. " R > rn ? L8 to C81 9 ag'O 13' 18'01 C90- 56.07'-w_ -93.43'- - -81.56'- 52.74'' - 101.60'- f--� 51.01' `� � I N U LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. N 89'56'48" E 270.49' C80 F �"- p- C89 y - C 1 L18 a� Ca8-` wF3.10'3 : a _ _ c�� w: w 25' W I F� r� r 0 -o h C8 cc 0 - N ry, <r rn a N_ 119 w Q1 EAST 0 ao o ti -Cad o: a - N- "' o o r c�. 120- w o I Ar o O I 0 � PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. ° i� ,o `r' a f o v; 0 0 rn 00 0 °O 141 •p "� '`� p Asa o 'n No a N o oNo o sA rn a 3 r 0 o M 143 n 142:� �.' 140 cn sr. o I io I r� Ca5 �-x, o m M 0 N w co 121 M o- cop pq r.� ca 55.31' _ C3 C�r- 147 3 p N_ rn`r'144 0 0 N ^o `V �c, 0 'r w o 0 25' o z F+-1 ¢I 89.29' cs6 4 25 r u� o ,n 148- 0145,n ,� r o " a PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. �' O LV O z o ''_ •,� z ��a 0� Ly- -C6-- -C5 C ��� a r r 0, 'n o Z 3.10'z '114 C67 Oh 9 _ S 6 C79 `- 4 Ex-, , 64.8fi'- L37- __-- -39.43 a o W t- 4• - !S- - - co 15.88' C7-� o a o �- z �6 5 6• 2g� L50 �- N _ ,�, w v w"o � uj rn z 25 0 `� Z _____ C59 G60 47.33 �r 8 �1 �, t ora / N z PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. �,s I W r> > 0 N am. w- - o c <+ o �' oa y `�11 :-- C58 - ;n 50.43' C34 1D C t \ ��ppv� r:0 02 9 F v^/O'� C34 `n 1 �n � W 04 3 ' , o in �3`� in cn � o `r' 0 53 0 grim o`" ° � 1 CSa� _ C115 c,, � �c,c � rn �� Ci. 1 54.00 > �,�, 58 55 54 N �, t co N�' C57 STREET 109.03 6� LEAST ATCHI�S N o [--� INDICATES EASEMENT NOW DEDICATED TO THE CITY OF FRESNO FOR PUBLIC STREET AND UTILITY L6 C61 �--- 139 122�, r RSO N 89'S6�48" E 122.90' Q J I r N H_ ,n 57 o,,� s w ;n- 0 In N r 52 !' f9 _---""_17 N 89'56'48" E rn N • M 1O'PUE -o '�= o- o o io o h ;� o co �n • I v rn N S G ct3 r `„� O N N 51 O a G'L 1�a 116 N 0 C1 C63 cr N 69.32 �2L Rg U C1 907'44" E S 7j•1657",0� 6g �� N 122.96' STREET L3 is I Ln PURPOSES. �-I 6 tc` 1z►3v N --- C1 F. G a 6 N E �, N 89'56 48 170.63' rn �i 0 I �'7 C40 0= C1 6 C123 ;n 8 ;n • 'S C120 C1 1 e 48 10 a ( �i t 2' 0124 - q0.50 N�g a 't L35,N C62 LJ 1 tl 9a. 0.45' �, I w ° INDICATES AREA RESERVED FOR ROAD WAYS IN DEED RECORDED MAY 4, 1908 IN VOLUME 396 OF DEEDS ;Z'l ttS66 C125 - 00' L-_2 24' 1�6 f 68 '� 0 183 CRs o R�'8 0 I 1'PE ``' 0 0 ° 19• F U ,n co R=1 165. 276. SO R59 148 ,n 1 d• 103 10'PPUE.� / M4 ;n p=1 1'49 41 L- Rya rn 2 c AT PAGE 214, O.R.F.C. 119o•00 ;n A 15 10'PPUE M 138 123 N I 10 PPUE _ I ui °' o Q� L34 N D=13. 18'02" R= 00 C41 cv 127 6i-'- cn rn o cd ,• of co �, o 0 a C v N 90'00 00 E coI N o- 1 w I o_ 58 L' c,R34 EAST rn c42 t LM`� ^� X24 91 a I N 90.00'00" E 100.00' 1 N 9900'00" E 200.00' 1 1N OU1'IOT B oI°; 0 0 INDICATES AREA RESERVED FOR ROAD WAYS IN DEED RECORDED NOVEMBER 11, 1908 IN VOLUME 408 i �i��MI 4 N C129 any �� o, R88 0 100.22' d' 100.00' 100.00' 1'PE rn o I 0 of 3 52 0 78 t - N NI I'a 1 rn z • 2 OF DEEDS AT PAGE 209, O.R.F.C. _ r ¢33 �cO C43 C44 R44 R42 rn d-N 90-00'00" E� N o 149 0 `n 162 `n 137 124 0 ,� 1'PE o I �-o N N I N N90'00'oo"E �-- -- 1 o'PPUE 100.00' u COMPANY AND THE SOUTHERN PACIFIC rn d d N I`� 1 PE-"I m 0 1!'N 90'00'00" E'r'I 25' 25' I O of N 90'00'00" EI 200.00' z z M ,07.00 R-5 3 j 1 O'PUE 0 79 0 0 N 90'00'00" E o 92 0 In N 90'00'00' E'n 100.00' W `n N 90'00'00" E'n 200.00 �' 25' 25, 1 ob.ao' I ,00.00' I o¢ STRIP CONVEYED TO THE PACIFIC IMPROVEMENT COM C13 rn I 10°.00' 100.00' ,0 o °0 0 o RAILROAD COMPANY RECORDED DECEMBER 15 1887 IN BOOK 65 OF DEEDS AT PAGES N �, 9 0 100.00 0 - •-- �n N R43 0 100A0 0 0 0I � ao. N C'3 00 0 0 �0 CO a3 W 1 00 I`tN 90'00'00" E 200.00' o '�'N 90-00 oo" E �' <y °; 150 °DM �' 161 [2412r�� 10 138 Q 125 0l Io 118 I ��o b. N � 149-151 AND DECEMBER 29, 1888 IN BOOK 92 OF DEEDS AT PAGE 4, O.R.F.C., RESPECTIVELY. T OUTIDT C d 100.00 0 100.00' I 77 ,n 100.00' 0 oto ,n {T 0 0 00 o N 90'00 00' E ciP R� 0 N i� 01 �00 1 00 r 0 10'PPUE o 'n N 90'00'00" ELO N 90'00 00" E I'n N 90'00'00" E'n LO 200.00' '01 � F G�vP\ao' G 0 In o " 1o'PUE-�!co lr 89 6tr 80 rl I N so'ao'oo" E o ©I I 100.00' 1 a01 r 100.00' I ° �Poc �F w INDICATES RIGHT OF WAY GRANTED TO THE COUNTY OF FRESNO ,FOR PUBLIC ROAD PURPOSES PER DEED I M CO f co 100.00 0 93 0 100.00' 1 PE 100.00' 100.00 u6 0 0 F,O p O 0 0 `� I " In L01 0 'nN 90.00'00" E u',l 25 25' rn a,N U o 0 0 � 0 117 0 �GF'O"O p`�959' I w a4 RECORDED OCTOBER 15, 1887 IN VOLUME 61 OF DEEDS AT PAGE 576, O.R.F.C. of i7 " 25 25 I N 90 00 00 E 200.00' 1� 1'PE o `n 160 'n 0 M 151 I I 135 126 oI FN ILI 1 e'F F, 06 000 , z - I 4 ' N 90'00 00 E iv 100.00' 100.ao' d' Ia 76 100.00' Q - a o 0 o N 90'00 00" E 2 O z 115.41' , „ `n 0 0 0,0 'n N90'00'00"E w`on `nN 90'00'00" E"� 0°' 4 N 90.00'00" E'n w 200.00' `n. oa 06' I r 12.05' I �; �� ,'PE �,N so vo 0o E 0 94. „ oI_ o - ,00.00' o; w UM_ ,00.00 I �o THE BLUE BORDER INDICATES THE LIMITS OF THIS SUBDIVISION. 0 �°I 25' 25' 100.00' 0 100.00' o 0 rn 59 °; I 88 0 81 100.00' N 0 corn o 100.00 0 I 0 r I o' �+ I0 118 0o N I o 0 co (6 o w �n. "'IN 90'00 00 E cn r r �' iv N `'� r 0 aro 00 0 co " �, � �I � Fa o 0 "' 152 � 159 M 0 134 0 127 oI�o I�N 90•°0'00„ E co �►I °4 z M N 90'00'00 E 1 N 90'00'00 Ew 200.00' o; oo al 75 ,,�0 100.00 �0 OI o0 `-I oto 46.00' 116.17' °r'w 1 WLO 100.00' - 100.00' r`i�o I,n `n 0 - M W,`n In N90'00'o0"E o'n `n N 90 00'00 E I'n w It° N 90'00 00 E'n o 200.00' cn 01 100.00' 1 I 0 r o_ r N 90-00 oo" E o 95 $ wi 100.00' = I 100.00' o O �, OUTLOT SCHEDULE. 0 60 �oI N a to o (`rl aO10 r-7N 100.00' o O1 Q'' 100.00 z o 100.00 z o o I C' I o o ( 87 0 0 82 I� N o 'nN 90'00.00" E 'n 1'PE o,iv N 0 1 O'PPUE 0 O z Ip 115 O w Z .n " o ., o �) I la 74 100.00 '� 158 'n� I� 128 OI I N 90.00 0o E cl 0 o w 0 153 "? o 0 133 0 0 `�N 90.00'00" Ecn ''�? I A & B: DEDICATED IN FEE TO THE CITY OF FRESNO FOR OPEN SPACE N 90'00 00 E 200.00' ! 119.13' I a Q r� �, w�0 oI o N 90.00'00" E'on `nN 90.00'00" E- o I N 90.00'00" E'n 200.00' � 100.00' � C � PURPOSES SUBJECT TO CITY ACCEPTANCE OF DEVELOPER INSTALLED 0 0 100.00 z 100.00' o I N90-00'00"E o 98 �o o o `� I �? 0 1 _ o - o 0 0 100.00 100.00' z 100.00' 100.00' o ro m 0 81 a z 1 PE d O 100.00' o �-, " I l0 0l OI a 0 REQUIRED IMPROVEMENTS. I _ �I �� 86 83 0l N 90.00'00 E z In 154 In 00 157 °°I , 132 0 129 , 0 I� 114 0 o I U- 86 O O p , ,- N N O N 90.00 00 E co co 0 0 73 0 100.00 „ In I o�? 0 0 1 PE 0 1 PE N 90'00'00 E cn � O N 1 16.08' 1 l0 N 90.00 00 E 200.00' '"I z Int oN 0 O 'nIN 90.00'00" E`n 'nN 90.00'00" E N 90.00 0o E'n 200.00' Ix ,00.00' I I cn C: DEDICATED IN FEE TO THE CITY OF FRESNO FOR WATER WELL PURPOSES. ►� 0I N90 00 00 E o �? 97 01 I __ H a N o I 62 M 100.00' 100.°0' I O 0 100.00 100.00' 100.00 100.00' 1 4 �� 0 84 0 100.00' z- 'ON 90'00'00" E O N NI O 10 �I "� ''� C�O� 113 1 O Q LO 0 10 PPUE -' to 'n ,ri 10 PPUE M 131 10 PPUE o Oma* Rai I 130' 00 D: FOR FUTURE DEVELOPMENT. C R4s I 85 p� 72 �; 100.00 ,� 0 155 ,� 158 In 130 �`v s 73. M N86'06 20"E 0 'n 115.62' G'��h V 0 � �5 � �_ o R � 85.31 85.32' 1`l• l 85.31� 85.32' �L R 2 �0 1 2 t�, E 85.30 85.32' �l. r� 1 $ 0 25" I FOUND 3/4" IRON IPE, 20.00 I R� �. 1 �5 s 82'15'46" 98 v `� 170.63' �' 170.63' �' v v 4� DOWN 0.1', BENT, NO TAG, " BASIS OF BEARINGS. °O 63 0 BZ. 170.62' N �' R5 l0 92.00' E E R74 Q N N I , PE R4? EAST _ GEARY -S EET �, 1p'pP r 10 4�3° 0 - 250;.000' _ - 250.00 __ R8t 112 UE 29.97' WEST OF SECTION THE EAST LINE OF SECTION 15, TOWNSHIP ,14„SOUTH, RANGE 21 EAST, p poi N 89 55'53" E - 250.00' R /� UE N g34 j� 1`� AST ---��r�lY N 89'55'53 E 500.00' LO ST ^� �0� S Ss• N I LION THE SOUDTHALINE BEING OF O M.D.B.BcM. WAS TAKEN TO BE NORTH 00 00 00 EAST AS SHOWN ON RECORD OF ro 1� �'s�9 v`b ��cs 34 132.$2' N C3 h N '�S`s' 7 A 71 g 4 Own 4 N 382.82' N C34 �oG�/1h 7 p Sy, o, 1 `� C10 S SF 99 J� �Og a ACL 1 50.00' SO.00' x.00 50.00'- 50.00' 50.00 50.00' 29. G F 3�y r• I THE NORTH 1/2 OF THE Q 5i.o3 5,.00' L22 cs c` �3 . 00 e 3 cis ,, r SURVEY RECORDED IN BOOK 12 OF RECORD OF SURVEYS AT PAGE 8, F.C.R. C54 53 3 w 3 �2 2 S?�1 iv .�Oe Q'•QQ' C7 3 s 3 � 3 � C108� ` O F I NORTHEAST 1/4 OF I 1 64 c" a _ Z Q3 0, h - _ _ _ _ _ w n-s _ _ �^Z C107 90' SECTION 15, T. 14 S., R. ro W i�- i�- • '• F a► 1�. p r o �"'o o r 0 '�o a �r 0 ^0 0 j o 'O 111 21 E., M.D.B.&M., I SET NOTES: H I a J N O O o O 'tij O O O O o © O 4 46.00 "� O 4 N'^� o0 oO oo rn o ^� ,�O oN � o � o mac? � o moo_ mac? � 0 0 10 s� TAG. LS 77. .� ti a �, 86 67 � 88 "t 89 N w 70 ti. 100 101 0 102 0 103 1040 105 0 0 0 107 0 108 a 109 110 o a o o a, �, a a o . o a o 0 0 0 0 0 �_ �� ( 1 SCALE: 1 = 100 1. 3/4 X 30 IRON PIPE DOWN 0.5 TAGGED LS 5277 SET AT ALL LOT CORNERS, I 00 �"' .,`ti 5cJ o rn o a Q Q N `, o 9' - 0 � o o lOg g � o � Q o � � I BLOCK CORNERS AND BEGINNING AND ENDING OF ALL CURVES, OR WILL BE SET WITHIN --15'LE z z ,z ,•� r z ,z z z z z ,z z 46.00' 58.64 98.33' z 65.59' 51.00' 51.00 76.10 z 115.24' r6 108.78 = 71.03' 50.00 50.00' 50.00' 50.00' 50.00' 50.00 50.00' 64.26' 83.92' 64.24' 0 1329.87' ONE YEAR OR ANY APPROVED EXTENSION THEREOF. 1265.90' `/ 9 15, 30.00' I 2. DISTANCES NOT MONUMENTED ARE CALCULATED. 1311.90' 1 N 89'55'53" E 2641.77' (N 89'56'01" E 2641.73') NORTHWEST CORNER OF PARCEL 1 OF PARCEL MAP No. _ _---� to 2960, FOUND 3/4" IRON PIPE, DOWN 0.1', BENT, NO (N N POSITION FOR CENTER QUARTER CORNER OF SECTION 15, TAG, ACCEPTED AS BEING ON SOUTH PROPERTY LINE. ' T. 14 S., R. 21 E., M.D.B.&M., MONUMENT DESTROYED, 1 M ro 1�0 200 300 M V) RECORD IS 2.5" IRON PIPE PER COUNTY CORNER RECORD EAST QUARTER CORNER SN SECTION 15, S 14 S., O 21 E., 2902, ESTABLISHED POSITION PER TWO REMAINING TIES M.D.B.&M., FOUND FRESNO COUNTY BRASS CAP MONUMENT I �4 SOUTHEAST QUARTER CORNER OF SECTION 15, T. 14 S., R. 21 E., M.D.B.&M., FOUND FRESNO .:. # IN WELL, DOWN 2' IN WELL, 6" FROM PAVEMENT, VERIFIED I® COUNTY BRASS CAP MONUMENT IN WELL, DOWN AND POSITION FROM PREVIOUS SURVEY, FILED CORNER RECORD WITH FRESNO COUNTY SURVEYOR. PER TIES ON FILE WITH COUNTY SURVEYOR TF#2103. 2" IN WELL, 6" FROM PAVEMENT, VERIFIED PER - N 89'54'40" E 2640.87' (N 89'55'05" E 2640.74') [S 89'55' W 2640.8'] - - N 00'00'34" E COUNTY CORNER RECORD #6162. EAST CHURCH AVENUE 2669'24' 05-036 P&P I RADIAL DATA: J'T' NO 5 RADIAL RADIAL C4 t) 5 NUMBER BEARING RADIUS IN THE CITY OF FRESNO, LINE DATA: R 2 S 41.28746" E 1050 00' CURVE DATA: FRESNO COUNTY, CALIFORNIA LINE NUMBER BEARING DISTANCE R 4 S 4548'48" W 50 00'' CURVE DELTA RADIUS ARC CHORD SURVEYED AND PLATTED IN FEBRUARY, 2014 L 1 N 00'02'53" W 20.00' R 5 N 80'42'07" W 50.00' NUMBER LENGTH LENGTH . „ R 6 N 2712 46 w 50.00 CONSISTING 0 F 3 SHEETS L 2 S 61 35 12 E 20.81 , » C 1 13'18'01" 1000.00' 232.14' 231.62' L 3 N 89'56'48" E 47.67' R 7 N 41.21'23" E 50.00 C 2 8'3826" 950.00' 143.27' 143.13' SHEET 3 OF 3 L 4 N 00'03'12" W 50.00' R 8 S 36 40 07 W 50.00 • • R 9 S 11'44'07" E 375.00' C 3 725'09" 1050.00 44.33 44.33 L 5 N 45'01'36" w 20.77' C 4 2'41'25" 1050.00' 49.30' 49.30' L 6 N 76'38'47" E 27.22' R 10 S 02'Q8'16" E 425.00' C 5 2'41'44" 1050.00' 49.40' 49.39' R 11 S 1 1'10'14" E 425.00' L 7 N 44'58'24" E 24.81' C fi 2'41'06" 1050.00' 49.21 49.20' L 8 N 89'56 48 E 5.45 R 12 S 80'34'51" W 275.00' , » • R 13 N 08'50'23" W 425.00' C 7 1'03'07" 1050.00' 19.28' 19.28 L 9 S 58'21'13" E 20.77' C 8 14'12'11" 104.50' 25.90' 25.84' L 10 S 89'56'48" W 5.46' R 14 N 00'43'00" W 425.00' R 15 N 06'42'20" W 375.00' __ C 9 1'5832" 1150.00' _ 39.65' 39.65' L 11 N 45'03'12" W 24.81' C 10 3'14'38" 1150.00' 65.11' 65.10' L 12 N 00'03'12" W 82.83' R 16 N 74'52'36" E 50.00' R 17 N 74'59'00" W 50.00' C 11 3-1 3'05" 1150.00' 64.59' 64.58' CURVE DATA: CONTINUED L 13 N 44'56'48" E 20.77' R 18 S 77'50'25" E 50.00' C 12 3'41'23" 1150.00' 74.06' 74.04' L 14 S 89'56'48" W 34.10' C 13 29'53'32" 50.00' 26.09' 25.79' CURVE DELTA RADIUS ARC CHORD L 15 N 00'03'12" W 25.00' R 19 N 64 12'41" W 50.00' R 20 S 68'07'33" W 50.00' C 14 33'47'13" 50.00' 29.48' 29.06' NUMBER LENGTH LENGTH L 16 N 00'03'12" W 26.00' ' C 15 53'29'21" 50.00' 46.68' 45.00' L 17 S 45'01'36" E 24.82' R 21 S 18'4815 W 50.00 C 77 45'18'26" 50.00' 39.54' 38.52' C 16 53'29'05" 50.00 46.67' 45.00' L 18 N 76'38'47" E 24.37' R 22 S 25'53'43" E 50.00' » C 78 45'50'03" 50.00' 40.00' 38.94' C 17 68 34 09 50.00 59.84 56.33 » R 23 N 07 21 44 W 50.00 C 79 50 29 21 50.00 44.06 42.65 L 19 N 00'02'53" W 6.00' C 18 41'24'35" 50.00' 36.14' 35.36' L 20 N 00'02'53" W 20.00' R 24 S 04'42'47" E 950.00' C 19 4'57'29" 425.00' 36.78' 36.77' C 80 1'55'12" 1000.00' 33.52' 33.51' R 25 S 08'29'55" E 950.00' C 81 11'22'49" 1000.00' 198.62' 198.30' L 21 N 86'48'36" E 60.09' , » C 20 9'01'58" 425.00' 67.00' 66.93' » L 22 N 89 55 53 E 7.91 R 26 S 12'26 04 E 950.00 C 82 3 47 08 950.00 62.77 62.76 • C 21 11'40'55" 375.00' 76.46' 76.33' L 23 N 89'5553" E 22.91' R 27 N 11'22'41" W 1150.00' C 22 7'3733" 275.00' 36.60' 36.57' C 83 3'56'09" 950.00' 65.26' 65.25' R 28 N 08008'03" W 1150.00' C 84 0'55'09" 950.00 15.24' 15.24' L 24 N 76'38'47" E 12.65' C 23 9'21'57" 275.00' 44.95' 44.90' L 25 N 31'38'47" E 24.81' R 29 N 04'5458" W 1150.00' C 85 11'32'31" 1050.00' 211.52' 211.16' C 24 16'59'30" 250.00' 74.14' 73.87' L 26 S 45'01 36 E 20.77 R 30_ N 01'13'35" W 1150.00' C 86 14'12'11" 124.50' 30.86' 30.78' " R 31 S 14'15'23" E 124.50' C 25 16'59'30" 225.00' 66.73' 66.48' C 87 1'14'03" 1050.00' 22.62' 22.62' L 27 N 84'29'36" E 60.27' C 26 90'00'00" 50.00' 78.54' 70.71' L 28 N 00'00'00" E 18.02' R 32 N 74'28'02" E 50.00' C 88 3'03'50" 1050.00' 56.15' 56.14` C 27 7'17'20" 425.00 54.07 54.03' R 33 S 64'09'29" W 50.00' C 89 3'03'51" 1050.00' 56.15' 56.15' L 29 N 89'56'48" E 2.00' „ C 28 8'07'23" 425.00' 60.25' 60.20' L 30 N 1 702'42" W 48.95' R 34 N 66 22 51 W 50.00 - - C 90 2752'27" 1050.00 52.67 52.67 R 35 N 11'36'31" W 50.00' C 29 0'39'48" 425.00' 4.92' 4.92' C 91 262'49'09" 50.00' 229.35' 75.00 L 31 N 89'55'53" E 3.82' C 30 16'04'31" 400.00' 112.23' 11 1.86' „ R 36 N 25'47'19" E 50.00' , „ , C 92 4!41'16" 50.00' 4.09' 4.09' L 32 N 10'03 06 W 34.33 » C 31 16 04 31 375.00 105.21 104.87 " L 33 N 0744'35" W 36.10' R 37 S 04 58 31 W 50.00 C 93 36 43 19 50.00 32.05 31.50 C 32 74'55'48" 50.00' 65.39' 60.83' L 34 N 89'56'48" E 83.18' R 38 S 0744'35" E 1190.00' , „ , -- . C 94 13'59'27" 425.00' 103.78' 103.52' C 33 15 04 12 50.00 13.15 13.11 L 35 N 7fi'38'47" E 76.79' R 39 S 02'01'29" E 1215.00' C 34 25'50'31" 50.00' 22.55' 22.36' C 95 16'59'30" 275.00' 81.55' 81.26' L 36 N 89'56'48" E 15.89' R 40 S 05'52'52" E 1215.00' „ C 96 -_12'12'47" 50.00' 10.66' rl .64' C 35 4739'46 46 50.00 41.59' 40.40 R 41 S 09'36'30" E 1215.00' C 97 13'37'44" 50.00' 11.89' .87' L 37 N 89056'48" E 21.43 C 36 49"19'18" 50.00 43.04 41.72 » L 38 S 4657'15" E 21.29' R 42 N 82 49 27 E 325.00 , . C 98 141 41 02 50.00 123.64 .46 C 37 44!41'58" 50.00 39.01 38.03 R 43 N 89'48'00" E 325.00' C 99 18'31'59" 50.00' 16.17' .10' L 39 N 44'56'58" E 24.81' C 38 49'27'40" 50.00' 43.16' 41.84 - L 40 S 50o37'1 1" E 20.50' R 44 N 82'56'00" E 275.00' - C 100 718'32" 50.00' 6.38' 6.37' C 39 54'46'20" 50.00' 47.80' 46.00' L 41 N 30'31'49" E 20.60' R 45 S 80'31'49" E 50.00' C 40 3723'50" 50.00' 32.64' 32.06' C 101 141'37'50" 50.00' 123.60' 94.45' R 46 N 64'09'29" W 50.00' C 102 9'32'20" 50.00' 8.32' 8.31' L 42 N 1702'42" W 8.31' , C 41 5'36'39" 1190.00' 116.53' 116.49' -- L 43 S 45'03'12" E 24.81' R 47 S 75035"19" W 50.00 C 103 16'18'11" 50.00 14.23' 14.18' » C 42 7'41'23" 1190.00' 159.71' 159.59' » • L 44 N 44'56'48" E 24.81' R 48 S 25 55 10 W 50.00 C 104 15 53 49 50.00 13.87 13.83 C 43 1'58'17" 1215.00' 41.80' 41.80' L 45 S 45'03'12" E 20.77' R 49 S 22'17'21" E 50.00' C 105 9'56'42" 50.00' 8.68' 8.67' „ , C 44 3'51'23" 1215.00' 81.78' 81.76' L 46 N 1702'42" W 9.75' R 50 S 25 54 38 E 50.00 - C 106 141036'55" 50.00 123.58 94.44 C 45 658'33" 325.00' 39.57' 39.54' L 47 S 47'33'53" E 25.31' R 51 S 2546'24" W 50.00` - , C 107 716'25" _ 50.00' 6.35' 6.34'- L C 46 0'12'00" 325.00 1.13 1.13 „ L 48 N 44'13'45" E 24.69' R 52 S 02 04 03 W 50.00 C 108 18 34 06 _50.00 16.20016.13 „ C 47 744'35" 300.00 40.54 40.51 » L 49 N 44'02'13" E 20.86' R 53 S 50 08 25 E 50.00 » . C 109 141 45 09 50.00 123.70 94.48 C 48 704 00 275.00 33.92 33.90 L 50 N 89'56'48" E 24.67' R 54 N 77'38'21" E 50.00' C 110 141'44'14" 50.00' 123.69' 94.48' C 49 13'28 52 50.00 11.76' 11.74' „ L 51 N 01'28'49" W 15.93' R 55 N 64!09'29" E 50.00 „ . C 111 4 56 27 50.00 4.31 4.31 C 50 52'13 14 50.00 45.57 44.01 R 56 N 12'12'29" W 885.00' C 112 20'54'04" 50.00' 18.24' 18.14' L 52 N 89056'48" E 29.28' » , C 51 52'12'28" 50.00' 45.56' 44.00' " L 53 N 89'56'48" E 25.63' R 57 N 09 38 30 W 910.00 C 113 22 46 40 50.00 19.88 19.75 C 52 23'42'21" 50.00' 20.69' 20.54' , » L 54 N 00'03'12" W 15.25' R 58 N 81 OS 35 E 275.00 C 114 3 03 51 50.00 2.67 2.67 R 59 N 81'00'36" E 325.00' C 53 3'37'17" 50.00' 3.16' 3.16' C 115 13'18'01" 935.00' 217.04' 216.56' L 55 N 00'03'12" W 10.00' _ „ , C 54 48'12'31" 50.00' 42.07' 40.84' L 56 N 00003'12" W 27.25' R 60 N 07 02 10 W 885.00 C 116 3'42'43" 910.00 58.96 58.95 C 55 49'40'09" 50.00 43.34 42.00 L 57 N 73'52'17" E 41.67' R 61 N 01005'20" W 885.00 C 56 40'15'12" 50.00' 35.13' 34.41' C 1 17 9 35 18 910.00 152.29 152.11 L 58 N 73'52'17" E 7.53' R 62 S 03'07'03" E 50.00' C 57 1'14'03" 935.00' 20.14' 20.14' C 118 10'03'06" 300.00' 52.63' 52.56' • C 119 8'59'24" 325.00' 50.99' 50.94' L 59 N 00'00'00" E 11.49' R 63 N 25 53 43 W 50.00 C 58 3'03'50" 935.00' 50.00' 49.99' - - L 60 N 00'00'00" E 17.12' R 64 N 0742'58" E 50.00' C 120 5'56'50" 885.00' 91.86' 91.82' C 59 3'03'51" 935.00' 50.00' 50.00' L 61 N 00'00'00" E 30.05' R 65 N 59'18'44" E 50.00' C 60 2'52'27" 935.00' 46.90' 46.90' C 121 1'02'08" 885.00' 16.00' 16.00' R 66 S 64'09'29" E 50.00C 122 2'42'19" 1165.00' 55.01' 55.00' L 62 N 00!00'00" E 30.31 C 61 13018'01" 910.00' 211.25' 210.77' » L 63 N 45'57'06" E 26.02' R 67 N 69 05 56 W 50.00 C 123 2 41 25 1165.00 54.70' 54.70 C 62 1'08'44" 885.00' 17.69' 17.69' L 64 S 57'1959" E 24.64' R 68 N 73'41'49" E 50.00' „ , , C 124 2'41'44" 1165.00' 54.81' 54.80' C 63 6'58 58 885.00 107.86 107.79 L 65 N 32'20'44" E 20.71' R 69 S 64'09'29" W 50.00' C 64 8'51'25" 275.00' 42.51' 42.47' C 125 2'41'06" 1165.00' 54.59' 54.59' L 6fi N 89'56'48" E 24.60' R 70 N 70'32'05" W 50.00' , » , C 126 1003'07" 1165.00' 21.39' 21.39' R 71 N 24'42'02" W 50.00' C 65 6'53 42 325.00 39.11 39.09 L 67 N 3629'04 E 20.88' C 66 2'05'42" 325.00' 11.88' 11.88' C 127 3'44'43" 1215.00' 79.42' 79.41' L 68 S 55'3734" E 20.66' R 72 N 25'47'19" E 50.00' C 128 710'33" 325.00' 40.70' 40.68' W09'29" . C 67 33'36'41" 50.00' 29.33' 28.91' » L 69 N 44'58'24" E 20.77' R 73 N W 50.00 -- - C 129 5 49 40 1215.00 123.58 123.53 C 68 51'35'46" 50.00' 45.03' 43.52' L 70 S51'4233 E 20.82 R 74 N 89'46'30" W 50.00' C 130 5'01'43" 50.00' 4.39' 4.39' R 75 S 42'30'19" w 50.00' C 69 56'31'47" 50.00' 49.33' 26.88' C 131 20'4848" 50.00' 18.16' 18.06' L 71 S 45'02'04" E 20.77' C 70 25'37'01" 50.00 22.36' 22.17' L 72 N 44'57'56'"_E 20.77' R 76 S o4 05 20 E 50.00 - , C 132 10'18'33" 50.00' 9.00' 8.98' C 71 4743'1 50.00 41.64 40.45' L 73 N 36'48'57" E 20.69' R 77 S 25'5438 E 50.00' -- - C 133 15'31'58" 50.00' 13.55' 13.51' R 78 N 18'29'59" E 50.00' C 72 4635;39" 50.00; 40.66; 39.55; C 134 9'28'11" 50.00' 8.26' 8.25'- R 73 21'49 18 50.00 19.04 18.93 R 79_ S_25'46'24" W 50.00' " C 135 16'22'20" 50.00' 14.29' 14.24' C 74 4547'38" 50.00 39.96 38.9 1 R 80 S 22'53'30" E 50.00' „ , Ll 9'25'23" 375.00' 61.67' 61.60' R 81 S 70'02'53" E 50.00' C 75 4709 23 50.00 41.15 40.00 6'39'08" 375.00' 43.54' 43.51' R 82 N 64'09'29" E 50,00' C 76 48'39'54" 50.00' 42.47' 41.20' » 23 04 26 50.00 20.14 20.00R 83 S 7406'11" W 50.00' 16'0431" 425.00' 119.24' 118.85' R 84 N 11'34'14" W 50.00' 5'24'24" 50.00' 4.72' 4.72' R 85 N 66'52'41" E 50.00' 1740'02" 50.00' 15.42' 15.36' R 86 S 11052'53" E 1165.00' R 87 S 11'3543" E 1050.00' R 88 N 8-r54'1 8" E 325.00' R 89 S 84'32'43" W 50.00' 05-036 P&P it