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HomeMy WebLinkAboutT-5446 - Map - 8/8/2005 RECORD TITLE INTEREST STATEMENT (SMA 66436.50)) FINAL MAP OF SURVEYOR'S STATEMENT (SMA 66441 AND 66442.5(a)) THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHINCT TRA THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND ION HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND 5 6 COMPLETE AS SHOWN. THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS THIS SUBDIVIS , OINDICATED, OR THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS OF LAND AND EASEMENTS SPECIFIED ON THIS MAP IS RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. PHASE III OF TENTATIVE MAP NO, 5258 ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. McMILLIN SUNNYSIDE RANCH, LLC., A DELAWARE LIMITED LIABILITY COMPANYLAND THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD SURVEY pa. �� SG IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE IN THE CITY OF FRESNO ��,1 C /ti �G� AT THE REQUEST OF McMILLIN SUNNYSIDE RANCH, LLC., A DELAWARE LIMITED LIABILITY COMPANY, BY: McMILLIN MANAGEMENT SERVICES, LP, A CALIFORNIA LIMITED PARTNERSHIP, AS MANAGER FRESNO COUNTY, CON JUNE ALIFORNIA �� c�N 0;0 APPROVEDOTENTAl1VEBMAP. BY: CORKY McMILLIN CONSTRUCTION SERVICES, INC., AS GENERAL PARTNER STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY No. 6619 BY: BY: SURVEYED AND PLATTED IN JULY 2005 • 12-31-2005\ C PRESIDENT JIM W. ROBINSON VICE PRESIDENT BY INGELS - BRAUN & ASSOCIATES 9TF OF cA��F DATE: JOSEPH A. LEAL, EXECUTIVE VIE JEFFREY C. INGELS PLS 6619 EXP 12/31/2005 A PUBLIC CORPORATION AS EASEMENT HOLDER CONSISTING OF FOUR SHEETS FRESNO IRRIGATION DISTRICT, SHEET 1 OF 4 SHEETS BY: BY: JACOB C. ANDRESEN, PRESIDENT GARY R. SERRATO, SECRETARY LEGAL DESCRIPTION CITY ENGINEER'S STATEMENT (SMA 66442) 1 HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY BANK OF AMERICA, NATIONAL ASSOCIATION, AS BENEFICIARY THAT PORTION OF THE EAST HALF OF SECTION 17, TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT DIABLO THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, MORE PARTICULARLY DESCRIBED AS THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE FOLLOWS: AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 17, THENCE NORTH 00'00'58" WEST • ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 17, A DISTANCE OF 878.93 FEET CITY ENGINEER TO THE SOUTHEAST CORNER OF TRACT NO. 5295, ACCORDING TO THE MAP THEREOF RECORDED IN MICHAEL T. KIRN, PLS 7609 VOLUME _ OF PLATS AT PAGES _ THROUGH FRESNO COUNTY RECORDS; THENCE SOUTH 89'59'02" WEST, ALONG THE SOUTH BOUNDARY OF SAID TRACT NO. 5295, A DISTANCE OF 699.44 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO BEING THE BEGINNING OF A NON-TANGENT CURVE CONCAVE NOTARY'S ACKNOWLEDGEMENTS (SMA 66436.5(o)) EASTERLY AND HAVING A RADIUS OF 800.00 FEET, THE RADIAL FROM SAID POINT BEARS SOUTH 89'32'20" BY: DATE: EAST; THENCE SOUTHERLY 98.19 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 07401'58"; DEPUTY THENCE SOUTH 48026'58" EAST, A DISTANCE OF 18.09 FEET; THENCE SOUTH 08'58'54" EAST, A DISTANCE STATE OF CALIFORNIA... OF 50.62 FEET; THENCE SOUTH 41051'53" WEST, A DISTANCE OF 17.02 FEET TO THE BEGINNING OF A ..SS NON-TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF 757.00 FEET, THE RADIAL FROM COUNTY OF ..... SAID POINT BEARS SOUTH 83'56'53" WEST; THENCE SOUTHWESTERLY 195.12 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14'46'06"; THENCE SOUTH 40'34'30" EAST, A DISTANCE OF 16.85 FEET; THENCE SOUTH 12'39'47" WEST, A DISTANCE OF 51.25 FEET; THENCE SOUTH 52'0'31" WEST, A DISTANCE ON PERSONALLY APPEARED BEFORE ME, AFRAD US OF 757.OE EET,NTHE RADIAL OFROM SAID POINT ARS NORTH 5'3''24RLWEST ;D HAVING THENCE PLANNING COMMISSION CERTIFICATE (FMC 12-1oo8(a)(4)) , PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) SOUTHWESTERLY 60.21 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04 33 25 ; THENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND EAST A DISTANCE OF 122.52 FEET; THENCE SOUTH 23'59'15" WEST, A DISTANCE OF 44.47 FEET; THENCE I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED SOUTH 22'45'52" WEST, A DISTANCE OF 95.55 FEET; THENCE SOUTH 00'00'58" EAST, A DISTANCE OF TO, AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), 71.00 FEET; THENCE SOUTH 81'24'21" WEST, A DISTANCE OF 36.25 FEET; THENCE SOUTH 08'35'39" BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. EAST, ALONG A RADIAL LINE OF A CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 628.00 FEET, A DISTANCE OF 50.00 FEET TO A POINT OF INTERSECTION WITH SAID CURVE; THENCE WESTERLY 42.38 FINAL MAP. WITNESS MY HAND. FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 03'51'59"; THENCE SOUTH 08'41'34" EAST, A DISTANCE OF 125.21 FEET TO )HE BEGINNING OF A NON-TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 753.00 FEET, THE RADIAL FROM SAID POINT BEARS NORTH 05'24'49" WEST; THENCE NAME: SIGNATURE WESTERLY 73.97 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05'37141"; THENCE NORTH DATE: 89'47'08" WEST, A DISTANCE OF 182.62 FEET; THENCE SOUTH 00012'52" WEST, A DISTANCE 94.00 FEET; NICK P. YOVINO MY COMMISSION EXPIRES COMMISSION NUMBER THENCE NORTH 89'47'08" WEST, A DISTANCE 80.06 FEET; THENCE SOUTH 00'33'40" WEST, A DISTANCE SECRETARY OF THE FRESNO CITY PLANNING COMMISSION OF 245.31 FEET; THENCE NORTH 89026'20" WEST, A DISTANCE OF 1422.13 FEET TO THE BEGINNING OF PRINCIPAL OFFICE LOCATED IN THE COUNTY OF A NON-TANGENT CURVE CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 1200.00 FEET, A RADIAL FROM SAID POINT BEARS SOUTH 4948'13" EAST; THENCE NORTHEASTERLY 192.17 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9'10'32"; THENCE NORTH 49'22'19" EAST, A DISTANCE OF 296.55 FEET TO THE SOUTHWEST RECORDED N VOLUME ORN OF PLATS AT PAGESF�THROUGHS_,,FRESNODCOUNTY RECORDS; THENCE R OF OUTLOT "C" ING TO 'ME MAP THEREOF CITY CLERKS CERTIFICATE (FMC 12-1008(a)(5)) SOUTH 89'47'08" EAST, ALONG THE SOUTH BOUNDARY OF OUTLOT "A" & OUTLOT "C" OF SAID TRACT STATE OF CALIFORNIA... NO. 5258, A DISTANCE OF 77.20 FEET TO THE SOUTHEAST CORNER OF OUTLOT "A" OF SAID TRACT ..SS NO. 5258; THENCE NORTH 47'41'12" EAST, A DISTANCE OF 53.43 FEET; THENCE NORTH 2914'14" EAST, I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. COUNTY OF .•..• A DISTANCE OF 100.98 FEET, THENCE NORTH 25'00'14" EAST, A DISTANCE OF 148.09 FEET; THENCE ADOPTED ON . APPROVED THE WITHIN MAP AND ACCEPTED NORTH 18'24'07" EAST, A DISTANCE OF 101.27 FEET; THENCE NORTH 15'01'47" EAST, A DISTANCE OF ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION 60.72 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED ON BEFORE ME, OF 280.00 FEET; THENCE NORTHEASTERLY 97.04 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE THE ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE PERSONALLY APPEARED, OF 19'51'27" TO THE BEGINNING OF A COMPOUND CURVE CONCAVE SOUTHEASTERLY AND HAVING A MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP. PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) RADIUS OF 30.00 FEET, THE RADIAL FROM SAID POINT BEARS SOUTH 55'06'46" EAST; THENCE NORTHEASTERLY TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND 27.04 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 51'38'40" TO THE BEGINNING OF A REBECCA E. KLISCH, CMC ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED COMPOUND CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS OF 350.00 FEET, THE RADIAL CITY CLERK CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), FROM SAID POINT BEARS SOUTH 03 28 06 EAST; THENCE SOUTHEASTERLY 131.22 FEET ALONG SAID OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. CURVE THROUGH A CENTRAL ANGLE OF 21'28'50"; THENCE SOUTH 71'59'16" EAST, A DISTANCE OF 59.73 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWESTERLY AND HAVING A RADIUS WITNESS MY HAND. OF 35.50 FEET; THENCE SOUTHEASTERLY 23.07 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE BY; DATE: OF 3714'32" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS DEPUTY OF 202.50 FEET; THENCE NORTHEASTERLY 616.87 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE NAME: SIGNATURE OF 174032'15" TO THE BEGINNING OF A REVERSE CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 335.50 FEET; THENCE NORTHWESTERLY 169.29 FEET ALONG SAID CURVE THROUGH A CENTRAL MY COMMISSION EXPIRES COMMISSION NUMBER ANGLE OF 28'54'40"; THENCE NORTH 00'22'19" WEST, A DISTANCE OF 172.63 FEET TO THE SOUTHWEST RECORDER'S CERTIFICATE (SMA 66442.5(6)) CORNER OF LOT 90 OF SAID TRACT NO. 5258; THENCE SOUTH 89'23'06" EAST, ALONG THE SOUTH PRINCIPAL OFFICE LOCATED IN THE COUNTY OF BOUNDARY OF LOTS 90 - 94 OF SAID TRACT NO. 5258, A DISTANCE OF 335.04 FEET TO THE SOUTHEAST DOCUMENT N0. FEE $ CORNER OF LOT 94 OF SAID TRACT NO. 5258; THENCE SOUTH 00'3654" WEST, A DISTANCE OF 93.98 FEET; THENCE SOUTH 89'23'06" EAST, A DISTANCE OF 180.00 FEET TO THE SOUTHEAST CORNER OF LOT 97 OF SAID TRACT NO. 5258; THENCE SOUTH 00'36'54" WEST, A DISTANCE OF 30.36 FEET TO FILED THIS DAY OF . 200_, AT M. IN VOLUME THE BEGINNING OF A TANGENT CURVE CONCAVE EASTERLY AND HAVING A RADIUS OF 850.00 FEET; STATE OF CALIFORNIA... THENCE SOUTHERLY 2.28 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 00'09'14"; THENCE OF PLATS, AT PAGES AT THE REQUEST OF INGELS - BRAUN & ASSOCIATES. ..SS SOUTH 89'32'20" EAST, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF .-..• FRESNO COUNTY RECORDS. ON BEFORE ME, ROBERT C. WERNER, COUNTY RECORDER PERSONALLY APPEARED, PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND BY: ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED DEPUTY 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. WITNESS MY HAND. PREPARED BY: REVISIONS JUL .'° 2005 M®® NGELS E'R � [ NAME: SIGNATURE lr� SSOCRAT ES CITY CSI" F'HIM�>P� MY COMMISSION EXPIRES COMMISSION NUMBER f3UILDINO & SAFETY ISERVI(;E8 CIVIL ENGINEERING AND LAND SURVEYING • 8.75 WEST ASHLAN AVENUE, SUITE 102 PRINCIPAL OFFICE LOCATED IN THE COUNTY OF CLOVIS, CALIFORNIA 93612 8Y:ESPINOZA -07/14/05 (559) 291 - 0427 5A GAi7F I LE: 05032FM2 C:\My Documents\05032FM2.dwg 07/14/2005 10:55:31 AM PDT FINAL MAP OF MON-01 ON-02 TRACT NO * 5 6 "' ' '5 N 89' 0'08" E 2766.74 (N 895008 E 2766-74)__ . . . . . . - PHASE III OF TENTATIVE MAP NO. 525 B5 54 63 62 61 60 59 55 57 55 55 54 53 52 ` IN THE CITY OF FRESNO ✓1 A*l - - bb 31 3Z 3 b 3�38 401;2" ° 5 57 49 FRESNO COUNTY, CALIFORNIA Ji u E,4ST ATCH I SDN STR51=T 6� 302 ,� L �27F201 19 1 a 17 >5 4a 5 I 47 �' , SURVEYED AND PLATTED IN JULY, 2005 69 NOTES: - � 7D 1 2 3 4 5 5 7 3 9 10 1112 13 14 15 35 BY INGELS - BRAUN & ASSOCIATES 11 63 45 44 43 42 41 40 39 33 37 36 35 34 33 32 30 I THIS PROPERTY IS SUBJECT TO THE FOLLOWING: I 29 64 CONSISTING1r OF FOUR SHEETS 5s 55 54 5z 4a 47 25 26 27 2a ^ 1. AN EASEMENT PREVIOUSLY DEEDED TO SAN JOAQUIN LIGHT & POWER CORPORATION FOR ELECTRICAL t1j t0 65 53 FACILITIES PURPOSES PER DEED RECORDED JANUARY 27, 1927, IN VOLUME 753 PAGE DE O.R.F.C.SAID SHEET 2 OF 4 SHEETS 46 I °'r THE EXACT WIDTH AND LOCATION IS NOT DISCLOSED OF RECORD. REFERENCE IS MADE TO SAID . I zZl/ 0 66 57 58 39 60 51 50 49 DOCUMENT FOR FULL PARTICULARS. .�� N C4 a s7 61 62 24 23 22 21 2, THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ENCROACHMENT AGREEMENT 3 �J EAST GEARY STREET ° se 69 70 71 ``' FANCHER CREEK CANAL NO. 6 RECORDED SEPTEMBER 28, 1982, AS DOCUMENT NO. 83193, IN SEE SHEET FOUR FOR LINE, '� (� 7 s 3 s .�' 20 DO �. 0 9 �, BOOK 7980, PAGE 295, O.R.F.C., AND MODIFIED BY THE DOCUMENT ENTITLED AMENDMENT TO CURVE, AND RADIAL TABLES , 79 78 77 76 A 3 I ENCROACHMENT AGREEMENT" RECORDED MAY 31, 1989, AS DOCUMENT N0. 89057036, O.R.F.C. i. 7 19 0 C) s s 11 10 13 g REFERENCE IS MADE TO SAID DOCUMENTS FOR FULL PARTICULARS. ggglg OF BEAIRING1rS z 1312 i7 3. THE EFFECT OF A MAP ENTITLED OFFICIAL PLAN LINES EAST CHURCH AVENUE RECORDED IN ao a 1 82 33 a4 0175615 1 s I VOLUME 07 OF PRECISE PLANS AT PAGES 64 THROUGH 70, F.C.R. THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 17, T.14 S., R.21 E., I 14 M.D.B. & M. WAS TAKEN TO BE S 00000'58" E, PER TRACT NO. 5258, RECORDED 7 8 9 0"umen�W1o. A O RF.C. 15 15 N as a7 as a5 A��u�12, 2> 4. THE EFFECT OF AN INSTRUMENT ENTITLED "BEFORE THE BOARD OF DIRECTORS OF THE FRESNO IN VOLUME _ OF PLATS AT PAGES _ THROUGH ._, FRESNO COUNTY RECORDS. o ] 7 '-)9, 1 ^ METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION PROVIDING FOR THE RECORDATION OF A MAP N IDENTIFYING AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT �i N 95 95 13 r 1s Y ,ti ; . ', EX gp 91 92 93 94 PLANNED LOCAL DRAINAGE FACILITIES 81995 AS DOCUMENT N0. 95092128, O.R.F.LITAN FLOOD C I W DISTRICT AND CITY OF FRESNO, RECORDED JULYE31 EAST PITT ,4YENUE • ° �' 00 � Z3 24 25?6 27 97 11 �s 5 7' 5 5 4 0 5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR COMMON LEGEND g — - 51 o USE OF EASEMENTS AT EAST JENSEN AVENUE AND SOUTH MINNEWAWA AVENUE ALIGNMENT' j C) 28 RECORDED AUGUST 02, 1995, AS DOCUMENT NO. 95093940, O.R.F.C. REFERENCE IS MADE TO 0 EXISTING MONUMENT FOUND AND ACCEPTED INDICATES PORTIONS NOW OFFERED FOR i N-OS "' FOR FULL PARTICULARS. OR AS NOTED. DEDICATION FOR PUBLIC STREET AND z -�. 21 O SAID DOCUMENT UTILITY PURPOSES. eo 70 m 54 r � � 6. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF IMPROVEMENT 0 FOUND 1" O.D. IRON PIPE, UP 4", IN 6" 19 COSTS DUE PRIOR TO DEVELOPMENT OF PROPERTY" RECORDED JUNE 19, 1997, AS DOCUMENT N0. DIA. CONCRETE MONUMENT TAGGED PLS O PORTIONS PREVIOUSLY DEEDED TO THE I 18 I X 1 58 1 97078607, O.R.F.C. REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS. 6619, OR AS OTHERWISE NOTED. CITY OF FRESNO FOR PUBLIC STREET _ PURPOSES PER DEED RECORDED JUNE 15, 8 �� 34 57 7. THE EFFECT OF AN INSTRUMENT ENTITLED "STATEMENT OF COVENANTS FOR CROSS ACCESS @o SET 1" O.D. IRON PIPE, 30" LONG, UP 4", 2005, AS DOCUMENT NO. 2005-0132585, I I ® 7 9 1s > AGREEMENT / RECIPROCAL AGREEMENT (CROSS ACCESS EASEMENT FOR VEHICULAR ACCESS)•A• s fo , J5 58 � D AUGUST 11 2004, AS DOCUMENT N0. 20 - , O.R.F.C. REFERENCE IS MADE IN 6" DIA. x 30" CONCRETE MONUMENT O.R.F.C. OU7L0T 11 12 15> 14 RECORDED 040175956ORDOWN 6" AND TAGGED PLS 6619, EXCEPT 5 _ is .9 85 (3 TO SAID DOCUMENT FOR FULI_ PARTICULARS. AS NOTED. PORTIONS PREVIOUSLY DEEDED TO THE CITY OF FRESNO FOR PUBLIC STREET 4 r 447 ,� 41 40 80 ( ... ) RECORD DATA PER TRACT N0. 5258, PURPOSES PER DEED RECORDED JUNE 15, ° 1 .y RECORDED IN VOLUME _ OF PLATS AT 2005, AS DOCUMENT N0. 2005-0132584, 2 45 42 X N 61 62 s3 PAGES_ THROUGH __, FRESNO COUNTY O.R.F.C. N 89'471 2 .64N 89 4 1 _733. 4 S 89' 318 ,E 2733.50.] RECORDS. Q PORTIONS PREVIOUSLY DEDICATED FOR ON-07 _cJ_ -7 A V r= N U r [ ... ] RECORD DATA PER INSTRUMENT N0. PUBLIC STREET PURPOSES PER TRACT .P e,E 7B I 7J 72 s� pN-03 91038434 RECORDED IN VOLUME 07 OF NO. 5258, RECORDED IN VOLUME _ OF 8s 85 i d� PRECISE �FR SNO COUNTY RECORDS. PLATS AT PAGES_ THROUGH � F.C.R. 83 so n 74 X s8 THROUGH 70 ® AN EASEMENT IN FAVOR OF THE CITY OF at 81 76 75 70 � o a I FOUND MONUMENTS: - C.R. CORNER RECORD ON FILE WITH FRESNO 0 FRESNO FOR SEWER LINE AND INCIDENTAL MON 01 COUNTY SURVEYOR. PURPOSES PER DOCUMENT PREVIOUSLY • TRACT NO. 5446 RECORDED DECEMBER 23, 1992, AS 1. NORTH QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., F.C.R. FRESNO COUNTY RECORDS DOCUMENT NO. 92192352 O.R.F.C. I I FOUND 3" IRON PIPE, DOWN 8% TAGGED LS 2931, C.R. #4621AN LE LANDSCAPE EASEMENT NOW OFFERED FOR O EASEMENT OF PREVIOUSLY WATER MAIN T_ 2. NORTHEAST CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., ALSO DEDICATION FOR PUBLIC USE PURPOSES PER DEED RECORDED FEBRUARY �-- BEING THE NORTHWEST CORNER OF SECTION 16, T. 14 S., R. 21 E., M.D.B.& M., FOUND FRESNO COUNTY BRASS CAP MONUMENT IN HANDWELL, C.R. #2889 O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY 23, 1996, AS DOCUMENT N0. 96023597, O.R.F.C. n I coI N 3. EAST QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., OUTLOT "A" LOT IS FOR MULTI-PURPOSE TRAIL N 16 T. 14 S. R. 21 PURPOSES. 3 AN EASEMENT PREVIOUSLY DEEDED TO OF SECTION , - _ Q ALSO BEING THE WEST QUARTER CORNER " O THE CITY OF FRESNO FOR PUBLIC UTILITY E., M.D.B.& M., FOUND 3/4" IRON PIPE, DOWN 2% NO TAG C.R. #5629 N N � OUTLOT "B" LOT IS FOR IRRIGATION CANAL PURPOSES. PURPOSES PER DEED RECORDED MARCH I I o 4. SOUTHEAST CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., ALSO 18, 1997, AS DOCUMENT N0. 97035404, N o M.D.B.& M. PE PEDESTRIAN EASEMENT NOW OFFERED O.R.F.C. BEING THE NORTHWEST CORNER OF SECTION 21, T. 14 S., R. 21 E., C) cn 1 VIOUSLY DEEDED TO FOUND FRESNO COUNTY BRASS CAP MONUMENT, FLUSH, C.R. #616FOR DEDICATION FOR PUBLIC USE. AN EASEMENT PRE ' SOUTHEAST CORNER OF SECTION 17, T. 14 S., R. 21 PUE PUBLIC UTILITY EASEMENT NOW OFFERED FRESNO IRRIGATION DISTRICT FOR PIPELINES 5. 3., WEST OF THE SO INE MONUMENT I CENTERLINE FOR DEDICATION FOR PUBLIC USE. AND OTHER CONDUITS AND INCIDENTAL SS CAP JANUARY FOUND BRA DEED RECORDED .& M. F SES PER D I E., M.D.B.& PURPO • a' �. 6. SOUTH QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., PPUE PLANTING AND PUBLIC UTILITY EASEMENT 13, 2005, AS DOCUMENT N0. 2005-0009 , n N ALSO BEING THE NORTH QUARTER CORNER OF SECTION 20, T. 14 S., R. NOW OFFERED FOR DEDICATION FOR O.R.F.C. C" I 21 E., M.D.B.& M. FOUND FRESNO COUNTY BRASS CAP MONUMENT, DOWN PUBLIC USE. AN EASEMENT PREVIOUSLY DEEDED TO I 2 , C.R. #4458 (R) DENOTES RADIAL BEARING O FRESNO METROPOLITAN FLOOD CONTROL 7. CENTER QUARTER CORNER OF SECTION 17, T. 14 S., R. 21 E., M.D.B.& M., DISTRICT FOR STORM DRAIN PIPE PURPOSES N go FOUND 3/4" IRON PIPE, DOWN 8 , NO TAG, C.R. #4460 W" INDICATES RELINQUISHMENT OF DIRECT PER DEED RECORDED JUNE 17, 2005, o I o ACCESS RIGHTS. O.R.F.C.DOCUMENT N0. 2005-0135115, C) /I � 6. FOUND 3/4" IRON PIPE, UP 1", IN 6" DIA. CONCRETE MONUMENT TAGGED z BLUE BORDER INDICATES THE LIMITS OF SCALE ® I" =400' PLS 6619 THIS SUBDIVISION. I I • NOTE 1" O.D. x 30" LONG IRON PIPE TO BE SET 6" DOWN AND TAGGED I PLS-6619, AT ALL LOT CORNERS, ANGLE POINTS, BEGINNING OF CURVES AND END OF CURVES, OR AS NOTED WITHIN THE TIME ON-04 SPECIFIED IN THE SUBDIVISION AGREEMENT FOR THIS TRACT. t E A S T E N S F. N A N U F OUA'OUTLOT " TO BE DEEDED TO THE CITY OF FRESNO. R E V 18 10 N S J DIRECT VEHICULAR ACCESS RIGHTS FROM EAST PITT AVENUE TO N 89'26'20" W 2700.70' (N 89'26'20" W 2700.70') ' OUTLOT "A" OF TRACT NO. 5258, RECORDED IN VOLUME _ OF PLATS AT PAGES _THROUGH _, F.C.R., IS RELINQUISHED. i ON-06 ON-06 5Y:ESPINOZA -07/14/05 15A C Anfm I Lr:: 05032FM2 C:\My Documents\05032FM2.dwg 07/14/2005 10:55:31 AM PDT ON-02 FINAL MAP OF r~- 1 � 1' I 95 96 3 14 I 15 17 RAr-r jy0, R. cp x�p TRACT NO35 a �, �,I pl�t� volurn 92 93 I 94 - N �AST PITT AY�NUE _ �� �� P N O. 2+$8 .,S89.23'o6"E 3361.04' (S89.23'06"E 335.04'). I _ PHASE III OF TENTATIVE MA _ FAST PITT ,o.00' s1.oa' so.00' 60.00' $4.04' • 0 C�� / f � � coYNU 10'LE----a 30' 23,Tom`\` r� � - BI: 3 3 & PUE a,i 7 I S� / 0 01 IN THE CITY OF FRESNO �, �.- Wit- n N 30 �� o CALIFORNIA ' ' ',pE ' 23 �'00 24 ^ �M =" 27 N(x89.23'os"w 180.00') Q FRESNO COUNTY, ; °P�E� �� a^ co N 25 M 26 0 C-4 5'PE� s89•z3'o6"E 180.00' \ 25' 25' �6 11 10 � � m / N N ton ^ o O o 1 '1 150.00' M / o, W � I o cn ;�, LL / I U)� / _ I� cn v' 10 PPUE , �� f O O i r .y��,_ �C13S 1 PE 60.12'_ __72-85__ �3� in30 120.00' I c c� C O SURVEYED AND PLATTED IN JULY, 2 I co __ , �;, 9 _60.1z- _____ ___-___ 13.29 h -� I L24 R) - BRAUN & ASSOCIATES I ' 'R2o ; /� '' ��` o 2as.38' Y�Nu30 2! 51 � , ,',_ S 89.59'02" W 699.44' N BY INGELS rQ m Los I I �>�ST �P,ITT O _ _306.02 R9 c 125 25 , Q I�o 5 I I S� t 0 S 86'5 57 W R10 - 80.25' N I R98N89'23'06'W I uj m CONSISTING OF FOUR SHEETS ;� a J i� i .� 5E t �1a o ,25.3 N N N- 9 6 _ 12o.os' R97 I I� ca SHEET 3 OF 4 SHEETS -! ; -� DETAIL i - - ' �10'PPUE R21 30' v 52 �I I N CA o L37 I ` C¢0 8191 25 1 �, c� o j a R1B I "A° `�� e� �� 1 25 Flo° 28 w nIN o ► ,c'' I I o o o I �' - co► 1N�, "W R721 R100N89'23 06 W_ I I 125 J n i w 10'PPUE 22 01 1 _ cn SEE SHEET TWO FOR BASIS OF m \ g w N S83 43'29 I 120.73' 61�1/ 51'14"E r" I��rc�114.65 'I ��� 53 jw1 _ L32w r BEARINGS, LEGEND AND FOUND ' ILI w Q�� 2 4 N R�� 018 51' �I - I �:a�, 29 `'' I ia'_' _' I MONUMENT DESCRIPTIONS �,� w 1° 151. c�,I ,� ,�°�SaT34,23 w `�Ri02 • 116 21 -I `a 14 110.36 r w - R73 } N89'2312 W 8101 i I R2 I 18'S1114"E - 121.41 jl i 125 ' INEAIL �. �N 144•aa ��'� ; 30 I 5'P 541'PE SEE SHEET FOUR FOR L T Ifni 1 CURVE, AND RADIAL TABLES � - � \ �'`� 2O . ��i I I I S86.59'37"W R751 I R104 N87'46'09'W I I SCALE: 1 - 20 0 1 PE--I'�► O 120.34' R1031 10 I I J• CQ Rha N89'2 '22"E R671 I 911 �R76 110.00 5'PE o w ----I I Q w a- 10 PPUE APUE ' ' I , a- 129-80' 01 M 10P --tt � w I t1 I g 19 N1 I I I 084 45 4p yy R1 ' w I m 06 085.09 34 W I I cc Z I � •-I ► � 110.00 R77 v t - -� r R66 S"'@59'20" "I I IR784, 101 c^v 120.01' R105 �,---------------�,-- r-- ^ 117.90' R65'i I I i a & PUE 0, c'0 I 1 / 85 /� ► 37' C N 1 1 I ►� 0 32 1 �I 56 Z31 \ I I R33 D u / / I!� v R64 65� ,`,/ / IR801 , W R79 R]0 WR107 0 S I h/ / N76.30'57" I N80'S9'33" i i 125 :7 R3 I i I R34 i C$ _ C9 108�'00•E Q/ l / l/^ 1000 / 8 120.03' rn 20'LE--1 I 3g' ; - sB R i i l a l �• I ao ► I 1 . / / 3 , L 6 v ._ II L30 i 10'PUE / K' / 1 I C102 �� \� cid `� / N i 33 c�i/ �/ �' 57 ►")I I °° , / i �, , 101 C �3 ,� i �' 8 30. 10 PPUE ' 15 10PPUEi ' = g �I ,� 10 0 s��is? 17 r /R8 N6 7s1 ; W �/ 28 i i 3 • i / 11 W .� �96 / C10¢ S / C� O 0 �, ? Q 5 R8 <�i 1 •1 \ ?' '2• v r ,� 00 1 / ,,6` / ! 25' �- u'). l\ 1 PE / / v �`v 8 �� ��'! G'`ti ',Q6 /i' �''` 34 +�' -�U 9 s7'ry I 27//25 i�R4 0 �D ' 'l l/ 1/J i ! c, a.�r; �p4,9 1 2i/ r N6 v N 4p�8�0 0 - c�j .. o i s8�2,o R 35' r 1 R42 7 �" 9 •3 8 moo, G1 �s ' 16 / / r R8 4 4 h v 6 N¢7 E�LG� 1,6 ,,� G 122.52' E o O % ,N o� Q`�' ��. j o�, ti i 1 `j 11 039, 4? ^co ��J)5 v .f z �Sj, ��C103 '� s o� ' 0 30' ,R30 , J _ i / •1 /�•� o � s / y � I 1 � 35 �' 10 PPUE o �-. � 1 15 v - H � 0 � � ? F G,� \� 10 .� M 13 �► C115 v+l c!> !O gj. O, i'Q` N ti /�\ 10PP � > \N N I 66 / , 1 45 O o 3 cr, cry i i 8 S /co U V /os i 04'. R // •h I 1 �-�n u, o w t��c�, do ' �'s- r'i S �?ASSN .h i 58 9 v 14 c�` G� / , ,h A {y �,/ , / v Q N90000'002E 1 I r�`b cap v+ 13 �,,o ?�,,• pc�J i r i`� ¢? 064' , Qk'� / S' , 1 Ss , vVl I ,�, �' ,C� cv 12 w o �o.cr, G i i / / ,3? . , �o, , 120.03 , I 0• \�i / �• aj 18�6 Jr3,E I I �'\,/l ` \�C��O �o o w r1m .11 190 `ro R8¢ / g 120 W ' `��� / �, y .62•- h 1 PE "'N 10'PPUE �`, �'� G�6 �'j�'>l ��2�' 36 /.�h °0 "�/ ^ /�� 65 ^� 90 �1 v, ' 5 \� ,112 - C114__ "' C116_,; `'��` s \ 10'PPUE v 59 1 Sim 5 R40 / ZS ` �, spv _ _ --- Py 55� �6c� �� _� / J / 089'30'45"E I O S v , I .�•/ - ti T, - _ _ - c3= s 5 --- .C1 I O o h/ / ,y/ i,� ham/ ;� 56839, c,//,ZS{. ^ ���, • ��\ h ti SS R110 N / /o / 124.01 t n 1 _ +10 L-') , ��3�39.94' 39.00' 2'+ 294 J4' r/°oZS'r ZS / 68 u'- �, w C �'' 6 / ' O N Q // +�(� ,ys 47 h` "' cn G"�60 C�6'j� \ ?� \0 u0 v v 1?O.Sj,R�9 I v%% 1'PE 64 °moi __ __ I 4 Q r/ / ,� h,� r- � __ _ �0 40 � - 5 PE , �. 25 R`�2�/ S>074, {3•�'`/ 10Z 016'{11 0��o`�� � `]0'p167 s �r h�.__ 0162 ;�_' *�C, '�°�O�S�\�o \1 R87 gg ai`o 60 coy/ C' R31 I j 10 PPUE __ 1 N 89"26'20" iP 1p g4 E�/ "o/ / / ` '00' •o PUE _„I t I '� 25' I I I�' , �n M''' •�'\, 8 - �/ l I - ---- -- ------------ ---- v ^� 6,5�,, r/ ti�- i 0 4b o� 2N oo j i N W 4�PPUE �y�'G6 O� I �10'LE R1�'I I `��L6 U, C77 �L10 IIII c48 � 0 1 I `r' I _ 1 ` T " 1�I R1L L29N �CDET/NIL 374 ��oi,'c,'o� , 10$ �6" , oma S83'42'S7"E �t I " I I " _ & PU 5� `` N • v I 089 47 08 W 0o C'�S� - 2'06 , " , "E /o J p, W o 135.18 0 0 137.32' 39 i-° �5� 51 116��` �'� ` C 3 - - SCALE: 1 = 40 ` 105300 ^� %QJ<" ti % i i h ^ ^^0 10 PPUE ,� 1'PE R112 ��\ --- ---- '1C4 ... •�AST TOWER 4 h / R 49 ?' 0 45 00� i Gh c d 42 w.= Z c+o�' 5 PE I 1'PE ^� C190 05 2 0�/ / o cb poi ul ' N7771' o V+��Oi ' vi► \ g2 4 W �'`y��h -N I �I 61 .3` 10'PPUE:s-- A �'��� �tY1�lU " R39/ ►� T�- 3p"W �O S89'47'08"E R94 -� ' " gL-N89' 7'08" z off' 8 h ^, t--.. I ,y `'�S89 47 OS E - / /R96 103.22' I 0 J 121.85' ti 3 0 0 37 0 c�i o�^h �r'°O 63 V „ , " 122.44 NI ► c� �v / W 141.67 1 PE-+-a I I p0 c N (j2 ad (N 89'4713 W 2733.64) [S 89'2318 E 2733.501 c, Q� _ (o , , I /--10 PPUE c,► ? "� o� cit I ► 1 N_ / a'ooQD 10 LE W `o'w 15'LE o'- N 89'47'13" W 2733.64' \ 1 I t t 50 LO o h 0. ` / 43 ' ho 1 15'LE i 1 �7, 2 I 1 15 LE 44 aJ;� \ C �� /v..`O o c'= 150'PUE & PUE 30'=,nl 30' - N 89'4 '08' W 185.51 11.92' 10 PUE I / 6 I o 10 PUE 56 - v� 170.5 ' _ 10 PUE 1100 W I --- o= -----194.56'----�� 8 ---1$1.10 -___--- - ----141.88- __ ---113.62'---- o ! 53.59' - --120.00'--- _-- ___-- 8 --- Com. N 10212-- e°' o S 1 I• -L15 . am 10-1 LQ �� 733.28' cnl O c' N89.47'08"W 182.6 ' C5 ON-03 0 0 1 % 247.78 r o C O �'�I v I ON-07 y 3 0 -- - - 1 - - � --- _ _ yi. _ _ _ � L r� rn rn ----- --------_--- _ N 89'47'08" W 813.72 S89'2313 E _ _ _ .97' � �� 96• 1 N 8947 08 W _ 341.26 _ S89.2313 E _ - 1-_ _- _ -__-_ ICN C4 El _ _ _ 1 ---- -------------- 317.01====_________ ---------296.51'--------- _--- _ N 89'47'08" W 233.78' LS89'23'13'�o N L=====137.88'=4_ _ __ -__=213.77== ------ ------------------ _ _=_ ------------------- ---- O 2 7 I in -- __-- 3 3 _ ------ -- ----- -- - --- -- _ - �\o �'� 2 r`- 1 n O r w - --- ------t -- .1 ' --115.35'--- - _� ------ -- N N --- 9 --N1�-- ------�-17--------�liu---- -- 9ro s 970 _ _ w 1 -_-___- �- --___-_ ___ I - L14C)o 0 p ca ___ ___ "+ ------ - --� 103.85' 115 27'{ _ _ I I `a 10'PUE -'� 1127' Z � � - 10 PUE 7 r- I o 0 •- - '---- 118.20 27 I I I 027 cn cn 9• L�'�`• 58.37' *,95 - -- -t 8- 1 I I 7 N 1 1 121.50 , I I jU t I. 15'LE 11. t 15 LE M w o 0 A L 61.65 1 X37, r 1 �10PUE ___-_- jHUj27 t ,- i�l j- I I- �15'LE cccc, l a PUE NI 1 0?1} 110 � -7 tI I� 3 00 �� 67 rn � 10 PUE 1 I I j 15 LE 84 ^j I n 3 �I t co 79 0 78 ml i o loco 73 �°' /2 �I 1 c4 cam; 1000 v 15'LE I I c 1 11^ N 1 1 PE �; , I I c' o°' Q ON 04 N pA• ^ 20 LE---� 1 Z / I N 1'PE--I-I 00 0O i--10'PPUE, w ; 10 PPUE 1 N o 1 - w N 10 PPUE--i Q M2 , I 1PE N89'26'20'W /I 1 ,,,, 85 1/ 00 ,h �I �?_ S89-26'20'E I I K, 2 1 N8926 20 W c`+ S8926 20 E �' 089 26 20 W S89'26 20 E 1, r i LO`C 1R122, 152.48' o I � 8 i i ce= I�X 1 1 0 / I a n CD g J► 7• CO['Q 133.00 130.00 �``'~o I 115.51' 127.00' 7 c 127.00' i• '� 1°� • o�� 0�0 86 , r 33 10 PUE o / / 01 n of I 1 I o 0 0/,cb cp ` o o SCALE ® I" '100 ' t r 1 1 CO/ / 4f (n CP o W W as \ o L F. p41 340 cv �� W n �I j -�Q I I n � cor' v e-' ! n Q ,�°� • 0 loon PUE I �' 0 83 -7 v DL cr �, 80 77 r I 74 = 71 \� b8 u o ! C2___ PE,' i') ,-� / N ori �� o r- o Al \1cr' `� • ? i �' / V U c\,j / 0 \ ,cam � I I ,0 27 I t // , w VII r w M r w 1127 I I r w M r w I / r w , I I S89'26 20 E R120 E- I N89'26 20 WM S89'26 20 E Z x I 089'26 20 W:'� S89'26 20 E R11 IR117 089'26 20 W REVISION S G6 10 PPUE-y Q '8.? Rag r r o r , A co ?'h r / 140.01' ► I IR119 108.00 0 130.00 1 1 ~ 1 1 115.51 0 10200 I I O 1 1 10200' o �C I I I , O 1,, �' lR1?1 10'PPUE�-� O / 1'PE Z_ -�I O 11---10 PPUE z_ 1 PE -10 PPUE o i 3¢ 1 tl1 / 0 1 PE I 75 c 70 0�\ o 20 LE �\ , r,�oo o 1 1 0 1 I c�\\ 6 82 �., 81 �; 76 11 I • I , s , / o,"� -- r a r 00 r 11 I t 117,51' �. 154.00' `oJo 154.00' 49.97 0 �• 280.95 _ _ ` 9.94 39.00 218.95 160.00 �. 132.00 5• 25 o' _ R�, __ _ _ � 510.95 425.51 ESPINOZA -07/14/05 .� 356.73 c9, `��'x ' ? 574.95' / 450.51 j 15A CAnFILE: 05032FM2 396.67 N 89,$6''20" � 14,22.13' C:\My Documents\05032FM2.dwg 07/14/2005 10:55:31 AM PDT 5EE DETAIL "B" FINAL MAP OF • 4 PHASE III OF TENTATIVE MAP NO. 5258 IN THE CITY OF FRESNO FRESNO COUNTY, CALIFORNIA SURVEYED AND PLATTED IN JULY, 2005 BY INGELS - BRAUN & ASSOCIATES CONSISTING OF FOUR SHEETS SHEET 4 OF 4 SHEETS LINE TABLE LINE TABLE (CONT.) CURVE TABLE CURVE TABLE CURVE TABLE RADIAL TABLE RADIAL TABLE LINE BEARING LENGTH LINE BEARING LENGTH CURVE RADIUS LENGTH CHORD DELTA CURVE RADIUS LENGTH CHORD DELTA CURVE RADIUS LENGTH CHORD DELTA RADIAL BEARING RADIAL BEARING L1 S48'26'58"E 18.09' L61 N26'30'52"W 16.57' C1 800.00' 98.19' 98.13' 7'01'58" C65 850.00' 144.01' 143.83' 9'42'25" C136 1030.00' 52.83' 52.82' 2'56'19" R1 S83'25'42"W R63 S65'26'51"E L2 S08'58'54"E 50.62' L62 N00'36'54"E 30.36' C2 757.00' 195.12' 194.58' 14'46'06" C66 707.00' 325.44' 322.57' 26'22'25" C137 1030.00' 60.01' 60.00' 3'20'18" R2 N83'56'53"E R64 S73'07'48"E L3 S41'51'53"W 17.02' L63 S23'17'32"E 17.23' C3 757.00' 60.21' 60.19' 4'33'25" C67 587.00' 264.97' 262.73' 25'51'48" C138 417.00' 1.00' 1.00' 0'08'15" R3 S81'17'01"E R65 S77'59'19"E L4 S40'34'30"E 16.85' L64 S25'28'00"W 56.67' C4 628.00' 42.38' 42.37' 3'51'59" C68 970.00' 164.34' 164.14' 9'42'25" C139 1030.00' 8.04' 8.04' 0'26'50" R4 S75'31'24"E R66 S89'04'36"E L5 S1 2039'47"W 51.25' L65 N45'04'49"W 16.39' C5 753.00' 73.97' 73.94' 5'37'41" C69 707.00' 26.01' 26.01' 2'06'28" C140 527.00' 57.37' 57.34' 6'14'14" R5 S70'57'59"E R67 N89'27'28"E • L66 C6 1200.00' 192.17' 191.97' 9'10'32" C70 350.00' 66.59' 66.49' 10'54'05" C141 417.00' 58.86' 58.81' 8'05'14" R6 504'43'40"E R68 N75'27'58"E L6 552 02 31 W 19.05 N25 28 00 E 56. 67 L7 S23'59'15"W 44.47' L67 N67'09'18"E 16.57' C7 280.00' 97.04' 96.56' 19'51'27" C71 45.00' 19.80' 19.64' 25'12'18" C142 527.00' 75.83' 75.76' 8'1439" R7 S05'24'49"E R69 S60'57'09"W L8 S22'45'52"W 95.55' L68 N89'47'08"W 12.10' (C7) 280.00' 97.04' 96.56' 19'51'27" C72 52.00' 143.81' 102.17' 158'27'22" C143 417.00' 60.00' 59.95' 8'14'38" R8 N49'48'13"W R70 S71'28'21"W L9 S00'00'58"E 71.00' L69 N39'19'30"W 16.73' C8 30.00' 27.04' 26.13' 51'38'40" C73 45.00' 22.00' 21.79' 28'01'00" C144 527.00' 75.83' 75.76' 8'14'39" R9 589'45'30"W R71 N13'13'35"E • " C8 26.13' 51'38'40" C74 628.00' 44.49' 44.48' 4'03'32" C145 417.00' 60.00' 59.95' 8"14'38" R10 S88'18'24"W R72 S84'41'37"W L70 56.67 30.00 27.04 L10 36.25 N 25 28 00 E ( ) i 581 24 21 W L11 S08'35'39"E 50.00' L71 S44'36'32"E 16.54' C9 350.00' 131.22' 130.45' 21'28'50" C75 470.00' 211.65' 209.87' 25'48'05" C146 527.00' 75.83' 75.76' 8'14'39" R11 S40'15'28"W R73 S81'21'19"W ff L12 S08'41'34"E 125.21' L72 N45'23'55"E 16.53' (C9) 350.00' 131.22' 130.45' 21'28'50" C76 587.00' 16.37' 16.37' 1'35'51" C147 417.00' 60.00' 59.95' 8'1438" R12 SO4'17'45"W R74 N79'05'53"E I L13 S00'1252"W 94.00' L73 NO2'05'1 9"E 75.03' C10 35.50' 23.07' 22.67' 37'14'32" C77 578.00' 88.86' 88.77' 8'48'31" C148 527.00' 33.01' 33.00' 3'35'20" R13 S35'00'00"E R75 N87'08'43"E L14 N89'47'08"W 80.06' L74 N45'23'54"E 16.53' (C10) 35.50' 23.07' 22.67' 37'14'32" C78 300.00' 72.80' 72.62' 13'54'15" C149 417.00' 60.00' 59.95' 8'14'40" R14 N86'03'27"W R76 N87'1 1'07"E L15 S89'47'08"E 77.20' L75 S44'36'44"E 16.53' C11 202.50' 616.87' 404.54' 174'32'15" C79 757.00' 84.99' 84.95' 6'25'59" C150 530.00' 52.89' 52.87' 543'03" R15 S77'58'22"E R77 S84'3638"E L15 N89'47'08"W 77.20' L76 N44'47'56"E 16.54' (C11 202.50' 616.87' 404.54' 174'32'15" C80 45.00' 33.05' 32.31' 42'04'30" C151 417.00' 61.47' 61.42' 8'26'47" R16 S81'02'05"W R78 S84'34'15"E L16 N47'41'12"E 53.43' L77 S45'12'18"E 16.53' C12 335.50' 169.29' 167.50' 28'54'40" C81 52.00' 239.73' 77.20' 264'09'00" C152 530.00' 115.55' 115.32' 12'29'30" R17 562'03'40"E R79 S76'21'59"E L16 547'41'12"W 53.43' L78 S00'57'59"E 75.03' C12 335.50' 169.29' 167.50' 28'54'40" C82 45.00' 33.05' 32.31' 42'04'30" C153 52.00' 97.94' 84.09' 107'55'10" R18 S80'26'52"W R80 S76'19'37"E L17 N29'14'14"E 100.98' L79 N00'12'47"E 30.45' C13 850.00' 2.28' 2.28' 0'09'14" C83 45.00' 33.05' 32.31' 42'04'30" C154 417.00' 82.11' 81.98' 11'16'55" R19 S80'26'34"W R81 S68'07'20"E n , f n f ' � f • f » ' f f � n . f f f n � n • ' n L17 S29-14'14"W 100.98, L80 N45:12'02"E 20.57' C13 850.00 2.28 2.28 0 09'14" C84 52.00' 239.73 77.20 264'09 00 C155 52.00 82.91' 74.40' 91'2114 R20 N81'11 13 W S68 04'59"E L18 N25 0014E 148.09 L81 S44 46 39 E 20.58 C14 1000.00 14.95 14.95 0'51 24 C85 45.00 33.05 32.31 42'04'30" C156 530.00 70.23 70.18 7'35 32 R21 S87'37 56 W R83 S59'5019 E (L18) S25'00'14"W 148.09' L82 S00'12'47"W 30.45' C15 250.00' 40.78' 40.73' 9'20'46" C86 435.00' 192.56' 190.99' 25'21'47 C157 52.00' 52.16' 50.00' 57'28'20" R22 S34'1 1'57"W R84 N70'1 5'03"W L19 N18'24'07"E 101.27' L83 S02'15'32"E 9.54' C16 392.00' 966.71' 739.71' 141'17.9 C87 363.00' 56.36' 56.31' 8'53'48" C158 225.00' 25.78' 25.76' 6'33'52" R23 509'30'39"W R85 551'2332"E (L19) S1 8-24'07"W 101.27' L84 S65'52'05"W 16.54' C17 150.00' 71.74' 71.06' 27'24'08" C88 365.00' 47.76' 47.72' 7'29'48" C159 52.00' 8.24' 8.23' 9'04'45" R24 S00'42'47"E R86 N824433"W L20 N1 5'01'47"E 60.72' L85 S26'30'30"E 16.99' C18 1000.00' 154.47' 154.31' 8'51'01" C89 47.00' 195.68' 81.99' 238'33'04" C160 417.00' 94.45' 94.25' 12'58'39" R25 S29'53'25"E R87 S82'44'28"E (120) S15'01'47"W 60.72' L86 N82'43'04"W 12.84' C19 557.00' 335.96' 330.89' 3433'31" C90 45.00' 33.48' 32.72' 42'38'02" C161 225.00' 36.90' 36.86' 9'23'48" R26 S40'06'37"E R88 S08'36'46"W L21 S71'59'16"E 59.73' L87 N00'12'52"E 15.00' C20 500.00' 225.16' 223.26' 25'48'05" C91 365.00' 6.23' 6.23' 0'58'43" C162 417.00' 117.90' 117.51' 16'11'59" R27 S72'43'06"E R89 S66'05'06"W *59'1 f n f . n f f f f . i n t f f . n f ' f • f n . f n (1-21) N71.5916"W 59.73' L88 S00 33'40"W 23.009 C21 392.00' 246.04' 242.02' 35 57,43,E C92 177.00' 39.94' 39.86' 12 5546 C163 52.00f 21.41' 21.26' 23'35'40"" R28 S731343,E R90 S45 3612W L22 S00 36 54 W 93.98 L89 S00 33 40 W 23.00 C22 392.00 268.85 263.61 39'17 45 C93 177.00 44.71 44.59 14'28'22" C164 52.00 94.82 82.22 104 28 39 R29 S66'38 28 E R91 S165446"E (122) N00'36'54"E 93.98' L90 N49'52'50"E 55.04' C23 392.00' 451.82' 427.22' 66'02'22" C94 45.00' 20.28' 20.11' 25'49'17" C165 52.00' 94.82' 82.22' 104'28'39" R30 S66'07'51"E R92 N75'44'13"E s L23 S00'36'54"W 30.36' L91 N48'17'45"E 104.95' C24 200.00' 113.71' 112.18' 32'34'32" C95 52.00' 44.11' 42.80' 48'36'08" C166 52.00' 31.83' 31.33' 35'04'08" R31 N78'26'15"W R93 S00'12'52"W 123) N00.36'54"E 30.36' L92 N48'25'52"W 64.86' C25 825.00' 137.55' 137.40' 9'33'11" C96 45.00' 14.13' 14.07' 17'59'16" 0167 417.00' 90.23' 90.06' 12'23'52" R32 S64'25'26"E R94 N75'1 8'29"W L24 S89'32'20"E 50.00' L93 N39'45'1 8"E 43.43' C26 732.00' 375.76' 371.65' 29'24'44" C97 280.00' 6.06' 6.06' 1'14'24" C168 417.00' 89.45' 89.28' 12'17'26" R33 S80'53'25"E R95 S21'54'31"W (1-24) N89'32'20"W 50.00' L94 N49'52'50"E 138.94' C27 557.00' 285.93' 282.80' 29'2444" C98 280.00' 90.98' 90.58' 18'37'03" C169 850.00' 34.65' 34.65' 2'20'09" R34 S79'25'20"E R96 N62'50'16"W f » , , n , f f , f n f f f f n f i i . f » f u L25 S00'36 54 W 30.36 L95 S89'47 08 E 29.94 C28 1000.00 169.42 169.22 9'42 25 C99 30.00 25.10 24.37 47'5615 0170 970.00 34.65 34.65 2 02 48 R35 S71'55 32 E R97 S88'16'45"W L26 S25'28'00"W 56.67' L96 N89'26'20"W 25.81' C29 732.00' 65.75' 65.73' 5'08'47" C100 52.00' 40.28' 39.28' 44'22'56" C171 850.00' 65.22' 65.20' 4'23'46" R36 N08'01'24"E R98 S88'34'06"W L27 S35'00'00"E 47.90' L97 N39'45'18"E 61.50' C30 325.00' 122.09' 121.38' 21'31'27" C101 30.00' 1.94' 1.94' 3'42'25" C172 970.00' 65.17' 65.15' 3'50'57" R37 S60'09'20"E R99 S83'52'59"W d L28 525'28'00"W 56.67' L98 N48'17'45"E 82.40' C31 603.00' 92.70' 92.61' 8'48'31" C102 350.00' 127.37' 126.67' 20'51'01" C173 850.00' 44.14' 44.13' 2'58'30" R38 S59'10'38"E R100 S84'43'09"W ' C32 557.00' 50.03' 50.01' 5'08'47" C103 52.00' 40.28' 39.28' 44'22'56" C174 707.00' 21.58' 21.58' 1'44'56" R39 N77'18'38"W R101 N82'39'25"E 129 589'4708"E 52.93' L30 N89'59'02"E 37.67' C33 732.00' 171.70' 171.31' 13'26'22" C104 350.00' 3.85' 3.85' 0'37'49" C175 587.00' 1.11' 1.11' 0'06'30" R40 S88'39'33"E R102 N81'00'59"E L31 S12'39'47"W 25.63' C34 732.00' 269.81' 268.29' 21'07'09" C105 35.50' 8.54' 8.52' 13'47'00" C176 970.00' 64.52' 64.51' 3'48'40" R41 N58'02'41"W R103 N88'19'56"E L32 N89'59'02"E 37.67' C35 825.00' 1.82' 1.82' 0'0736" C106 367.00' 3.10' 3.10' 0'29'02" C177 707.00' 70.03' 70.00' 5'40'31" R42 N73'43'49"W R104 N87'32'01"E L33 S08'5854"E 25.31' C36 825.00' 135.73' 135.58' 9'25'35" C107 52.00' 35.86' 35.16' 39'30'53" 0178 587.00' 66.77' 66.73' 6'31'02" R43 N07'10'31"W R105 S85'49'50"E r C37 400.00' 193.56' 191.68' 27'43'33" C108 35.50' 14.53' 14.43' 23'27'32" C179 707.00' 72.03' 72.00' 5'50'14" R44 N13'39'45"W R106 585'88'04"E L34 S08'58'54"E 25.31' C38 400.00' 27.91' 27.91' 3'5954" C109 202.50' 54.34' 54.18' 15'22'30" C180 587.00' 66.58' 66.54' 6'29'55" R45 N17'22'55"E R107 S79'44'58"E L35 512'39'47"W 25.62' L36 S23'56'26"W 22.00' C39 400.00' 165.65' 164.47' 23'43'39" C110 367.00' 60.70' 60.63' 9'28'35" C181 707.00' 75.04' 75.00' 6'04'52" R46 N30'43'11"E R108 S79'29'43"E L37 N893T41"E 10.60' C40 47.00' 101.66' 82.97' 123'55'28" C111 202.50' 60.20' 59.98' 17'01'59" 0182 587.00' 66.31' 66.28' 6'2821" R47 N31#47'44"E R109 N75'26'05"W L38 N86'58'57"E 29.43' C41 45.00' 31.78' 31.12' 40'27'33" C112 367.00' 77.99' 77.84' 12'10'33" C183 707.00' 86.76' 86.71' 7'01'52" R48 S30'41'55"W R110 N73'46'50"W L39 S50'52'09"E 18.03' C42 275.00' 7.11' 7.11' 1'28'56" C113 202.50' 53.65' 53.49' 15"10'47" C184 587.00' 64.20' 64.17' 6'16'00" R49 S39'5246"W R111 S85'09'11"W L40 529'04'16"W 60.04' C43 367.00' 846.93' 671.12' 132'13'19" C114 367.00' 78.77 78.62' 12'1751" C185 470.00' 75.86' 75.77' 9'1450" R50 S21'13'20"W R112 S89'39'55"W L41 S44'59'14"W 16.53' C44 45.00' 30.67' 30.08' 39'03'07" C115 202.50' 55.56' 55.39' 15'43'13" C186 52.00' 40.49' 39.48' 44'37'03" R51 522'50'47"W R113 530'10'56"W L42 N00'22'19"W 5.45' C45 52.00' 160.53' 103.96' 176'52'53" C116 367.00' 79.10' 78.95' 12'20'57" C187 470.00' 135.79' 135.32' 16033'15" R52 S09'02'47"W R114 S271 7'28"E " C117 56.74' 16'06'28" C188 52.00' 49.89' 48.00' 54'58'15" R53 S07'40'00"W R115 N64'32'00"W # L43 N00 2219 W 15.00 C46 45.00 34.41 33.58 43 48 33 202.50 56.93 L44 500'36'54"W 10.81' C47 177.00' 84.65' 83.85' 27'24'08" C118 367.00' 79.42' 79.26' 12'23'56" C189 52.00' 52.16' 50.00' 57'28'24" R54 S03'15'04"E R116 S65'44'18"E L45 S43'47'20"W 16.56' C48 45.00' 31.78' 31.12' 40'27'33" C119 202.50' 57.72' 57.52' 16'19'53" C190 52.00' 1.27' 1.27' 1'23'40" R55 S08'03'1 YE R117 S89'26'32"E f f f . f n f � f . f n , f f � n . i n f n L46 58937'41"W 10.60' C49 47.00 97.31 80.84 118 37 43 0120 367.00 79.71 79.55 12 26 39 C191 757.00 15.92 15.92 1'1218 R56 S15 36 01 E R118 N89'26 04 W L47 S47'43'07"E 16.53' C50 1030.00' 120.88' 120.81' 6'43'27" C121 202.50' 57.90' 57.70' 16'2256" C192 757.00' 69.07' 69.05' 5'13'41" R57 S24'09'41"E R119 S89'26'05"E L48 S25'28'00"W 56.67' C51 527.00' 317.87' 313.07' 3433'31" C122 367.00' 79.98' 79.82' 12'29'11" C193 52.00' 38.18' 37.33' 42'04'18" R58 S27'59'57"E R120 N89'26'14"W L49 S44'55'28"W 16.49' C52 530.00' 238.67' 236.66' 25'48'05" C123 367.00' 80.18' 80.02' 12'31104" C194 52.00' 81.68' 73.54' 90'00'12" R59 S40'2934"E R121 S74'56'10"E L50 N45'00'07"W 16.54' C53 123.00' 58.83' 58.27' 27'24'08" C124 202.50' 57.45' 57.26' 16'15'18" C195 52.00' 81.69' 73.54' 90'00'16" R60 540'26'36"E R122 584'57'82"E L51 N25'19'58"E 62.64' C54 417.00' 179.68' 178.30' 24'41'18" C125 367.00' 80.33' 80.17' 12'32'28" C196 52.00' 38.18' 37.33' 42'04'14" R61 S56'52'30"E R123 N48'54'38"W L52 N75'51'01"E 16.95' C55 45.00' 34.41' 33.58' 43'48'33" C126 202.50' 56.36' 56.18' 15'56'48" 0197 52.00' 38.19' 37.34' 42'04'45" R62 S52'5547"E �e L53 S3731'48"E 17.75' C56 52.00' 242.88' 75.05' 267'37'06" C127 367.00' 80.41' 80.25' 12'33'13" C198 52.00' 81.68' 73.54' 89059'45" L54 N47'53'52"E 18.06' C57 45.00' 34.41' 33.58' 43'48'33" C128 202.50' 54.63' 54.46' 15'27'26" C199 52.00' 81.68' 73.54' 90'00'06" L55 S77'42'40"E 17.90' C58 417.00' 212.35' 210.07 29'10'38" 0129 367.00' 67.24' 67.14' 10'29'50" C200 435.00' 79.81' 79.70' 10'30'43" REVISION S L56 S35'00'00"E 11.41' C59 225.00' 62.68' 62.48' 15'57'40" C130 202.50' 52.13' 51.98' 14'4457" C201 52.00' 38.18' 37.33' 42'04'24" L57 N35'00'00"W 11.41' C60 45.00' 28.37' 27.90' 36'07'30" C131 335.50' 1.38' 1.38' 0'14'08" C202 435.00' 76.14' 76.04' 10'01'43" L58 N07'43'09"E 17.90' C61 52.00' 241.25' 76.17' 265'49'29" C132 335.50' 61.60' 61.51' 10'31'12" C203 435.00' 36.61' 36.60' 4'49'21" C62 45.00' 44.86' 43.03' 57'07'17" C133 -- 335.50' 106.31' 105.87' 18'09'20"- C204 47.00' 59.76' 55.82' 72'51'04" L59 N38'12'56"E 16.91' - - C63 175.00' 26.08' 26.06' 8'32'22" C134 47.00' 77.45' 68.98' 94'24'48" C205 47.00' 135.92' 93.27' 165'42'00" L60 S63'55'58"W 17.23 BY:ESPINOZA -07/14/05 C64 417.00' 443,44' 422.84' 60'55'45" C135 47.00' 19.86' 19.72' ___24'12'55" a/A�� /� �� 15A ` AEO"FILE: uJV*-3'2F '2 TRACT NO C:\My documents\05032FM2.dwg 07/14/2005 10:55:31 AM PDT _ it �=i