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HomeMy WebLinkAboutT-5481 - Map - 5/15/2006 FINAL MAP OF SURVEYOR'S STATEMENT THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS RAC I NO * 5481 TRUE AND COMPLETE AS SHOWN. WAS PREPARED BYIS BASED UPON A 1N THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA ILDM UAP RVEY IN CONFORMANCE EENTH THE REQUIREMENTS EM NTS OFOR UNDER MY DIREC11ONN ETHE SUBDIVISION MAP cry �+ ACT AND LOCAL ORDINANCE AT THE REQUEST OF LEivNAR HOMES, INC. IN SURVEYED AND PLATTED IN JANUARY 200 DECEMBER 2004. 1 HEREBY STATE THAT ALL MONUMENTS ARE OF THE CHARACTER B Y YAMABE & - HORN ENGINEERING, INC. AND OCCUPY 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 CONSISTING OF TWO SHEETS ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR E WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS SHEET 1 OF Z MAP` MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE HARRY DAVID JAYNE, L. S. 7923 EXP. 12--31-07 DATED: RECORD TITLE INTEREST STATEMENT: LEGAL DESCRIPTION: CITY ENGINEER'S STATEMENT i��r��r��■ i■ err rrrr�i.w �� ■i i�.� THE NORTHWEST QUARTER OF LOT 3 AND THE NORTHEAST QUARTER OF LOT 4 OF VICTORIA I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN COLONY, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND THE MAP THEREOF RECORDED JANUARY 13, 1891 IN BOOK 4, PAGE 61 OF PLATS, FRESNO ANY APPROVED ALTERATIONS THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION COUNTY RECORDS ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE AND RECORDATION OF THIS MAP AND OFFER FOR DEDICATION FOR PUBLIC USE TENTATIVE MAP, HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. CITY ENGINEER MICHAEL T. KIRN, P.L.S. 7609 SUNNYSIDE DEVELOPMENT PARTNERS, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY BY: BY: THIS PROPERTY IS SUBJECT TO THE FOLLOWING: DEPUTY DATE 1. THE EFFECTS OF AN INSTRUMENT EXECUTED BY THE FRESNO METROPOLITAN FLOOD PLANNING COMMISSION CERTIFICATE CONTROL DISTRICT AND THE CITY OF FRESNO., IDENTIFYING THE LAND AS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR THE REQUIREMENT TO CONSTRUCT PLANNED LOCAL NOTARY ACKNOWLEDGMENT: DRAINAGE FACILITIES, RECORDED JULY 31, 1995 AS INSTRUMENT No. 95092128, OF I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN OFFICIAL RECORDS CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP, AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION AS A STATE OF CALIFORNIA S.S. CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. COUNTY OF FRESNO ON BEFORE ME, BY: PERSONALLY APPEARED NICK P. YOVINO SECRETARY OF THE FRESNO CITY DATE PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF PLANNING COMMISSION SATISFACTORY EVIDENCE) TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED VICINITY MAP THE SAME IN THEIR AUTHORIZED CAPACITIES, AND THAT BY THEIR SIGNATURES CITY CLERK'S CERTIFICATE THE PERSONS OR THE ENTITY UPON BEHALF OF WHICH ON THE INSTRUMENT, NEST SNlELDS AVENUE THE PERSONS ACTED, EXECUTED THE INSTRUMENT. '- I HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION N0. ADOPTED ON WITNESS MY HAND. j , APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC, ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY �.�► WITH THE TERMS OF THE OFFER OF DEDICATION AND APPROVED THE ABANDONMENT OF Lu � �� THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND SIGNATURE f" � NOTED AS ABANDONED BY THE FILING OF THE MAP. w � REBECCA E. KLISCH, CMC CITY CLERK NAME BY: TRACT 5481 4 DEPUTY DATE COUNTY OF: O NTS MY COMMISSION EXPIRES: RECORDER'S CERTIFICATE MST PRINCETON AVENUE � DOCUMENT N0. FEE: COMMISSION NUMBER: � � Z FILED THIS DAY OF 2006, AT .M. IN VOLUME OF PLATS, AT PAGES AT THE REQUEST OF NORTH AMERICAN TITLE COMPANY FRESNO COUNTY RECORDS ROBERT C. WERNER, COUNTY RECORDER BY: DEPUTY MAS`I 0 3 2005 PREPARED BY: CITY OF FRESNO YAMABE & HORN ENGINEERING, INC. BUILDING & SAI"ETi' SER�)IGL,. 1300 EAST SHAW AVENUE, SUITE 176 FRESNO, CA 93710 PH. 559-244--3123 FAX 559-244-3120 03/10/06...05-334...05334FM.DWG I N 1/4 COR. WEST SHIELDS A VENUE SEC. 25-13/19 N89"57'27"E 982.14' (N89-57'35-E 982.14'CALC.) FD. NAIL & SHINER FINAL MAP OF FD. 3/4* IP, FLUSH PER PER CR 6626654.75' (654.76") r -7 337.37; 644.77 7 0 NW COR. OF THE EAST HALF NW COR. LOT 3 NE COR. OF THE WEST HALF OF LOT 4 OF VICTORIA COLONY VICTORIA COLONY OF LOT 3 OF VICTORIA COLONY\ ,1 \to N89*57"27"E 644.79' co IN THE CI TY OF FRESNO 120' to FRESNO COUN TY, CALIFORNIA pli N N89*57'27"E 329.80' N88"46'1 O"W 315.07' SURVEYED AND PLATTED IN JANUARY 2006 N 10 BY YAMABE & HORN ENGINEERING, INC. N89"57'27*E 329.56' N88*46'lOnW 315.33' . `4 wc,4 FD. 3/4" IP, DN. 2 75.00' N89"57'27"E 108.64' Q`14,� 1 165.49 119.95' - TAGGED "RCE 30501 CONS/SnNG OF TWO SHEETS to -a I . 'I 7�12 L 18 2 102.00' 00 PER 1c, ci 1 51.04' 50.96' LO 15 SHEET 2 OF 2 ul) N89*56'20"W Ll 3 36.36 LEGEND N89-56'2OtW N89*58'31"W 00 75.00 5 8 75.00 75.18' 19 MONUMENT FOUND AND ACCEPTED AS NOTED o 0 -c-4 04 C23-- 1 7.- Ln rl� ^0 '0 0 11) 201i 10 2 10 10, 4m 10'10' 0 00 %- Ki 12 06 - 16 0) 10TV 4 SET 3/4!* x 30" IP, DOWN 6", TAGGED "LS 7923", UNLESS c4 N89*56*20"W 11 N89"56'20"W C-i C-4 (0 04 04 N89*58'31*W V-- 't v- cd OTHERWISE NOTED. N89*56'20*W 75.00" 75.00' 74.35' 0) N89*56'20 W N89*58'31"W 0) b 75.00 0 C:) 0 DATA PER RECORD OF SURVEY, RECORDED IN BOOK 39 OF o 0 75.00' 75.00' ul 0 0 w I '0 1. q a 9 c� - 04 20 uj " 't 0 6 LO 0 to 04 -d- 0) 'r: RECORD OF SURVEYS, PAGE 39, F.C.R. 3 o ui 10 1 '0 -1 -* It n I C:5 ci o! q p cq OR .0 , R 13 17 0 0) n 0 N N 01 N89-58-31-W *0 DATA PER RECORD OF SURVEY, RECORDED IN BOOK 34 OF n N89*56'20"W N89*56'20"W n I 't 0 -* N89456'20"W v- .0 7- 1* z 75.00' *1 75.00' 0 75.00 V) z N8905 74.35' 0 RECORD OF SURVEYS, PAGE 60, F.C.R. 0 Im N89*56*201 W 8'31"W 00 0 b b w cn to to N z 04 10*1 , * 0 0 cd '0 cd 75.00' 75.00' 01 co DATA PER PARCEL MAP No. 3780, RECORDED IN BOOK 24 OF 4 04 to 'co 'co :5 - c%l 21 20W'k 1 < > 0 7 C4 10 14 n - PARCEL MAPS AT PAGE 64, F.C.R. It U0 d 18 N89#56'20*W It 5,61,5 f I i k. . \5r NOW OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES 52 v 51.05' 50.9f _J�- 105.58' 51.04! 36.35 -00ew- I 204 75.00 50.9 t- 15 o: 2.50' 170.00' 12.5b' N89 56 5"E •••275.59 • 12.50" 70.40" PREVIOUSLY GRANTED FOR PUBLIC ROAD PURPOSES PER DOC. No. G•- 0 0: - - 9 1 - - 345.99' \Ao- 92106525, O.R.F.C. •QOG \Ao* 4: 1 7.50' i 1 17.50 17.50 k DOG. PREVIOUSLY DEDICATED FOR PUBLIC ROAD PURPOSES N89-56'20"W 65.70' 65.63' 60.70' 174.73' 45.00' 45.00' 45.221 ci 4qy- 75.00' 3.1 FD FOUND 0 • 0 62 69 76 to 10 0 q 6110100 .10,10 0 0 1* 0 10 61 ci 0 C4 F.C.R. FRESNO COUNTY RECORDS C14 N89"56'20"W N N89*56'20"W 04 r*_ 0 b L9 24 ul 23 9 22 Lq to 0 v- , T- v- N89*56'20"W rq # - 1 04 o"W . r-� Ill- 0 to MIN N89*56'2 o 1* (d 75.00 75.00' O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY ui 75.00' '0 70.00' • to U-) z z uj co r- 63 70 0 0 co co 0 60 0 0 0 0 d S89*56"15"W 135.11' I.P. IRON PIPE ie) 0 C5 qt -4- :* IQ Ui 77 ul a) 0 't W N89056'20"W n N8956'20"W 0 �0* 45.00' 45.00' 45.11' N89*56'20"W p F.C.B.C.M. FRESNO COUNTY BRASS CAP MONUMENT 0 75.00 75.00 N8956'20N 71.0w '04 LO -C) 0 0 CD r"-. I z 75.00' cn b !q*-L9 Ll 9 0 0 CR 0 0 0 -4- 0 CORNER RECORD ON FILE WITH THE FRESNO COUNTY SURVEYOR d o 0 p 64 71 0 0 00 ., d LN8956 '.00' ch z . C*4 q 20"W 7 Ln 27 71) u� 26 -n 'R 25 Lq cq 1� 59 d 16- -5 I 40 c)v to C3 \,O'\ 60Q b, OUTLOT A '?G- 19t z *1 75.00' v 75.00' 10 0 0 c*4 to 78 o 0 N89`56 20 W Ir- K) T:r' N89 5620"W 150-00' oo:0' z z N- \0 R RADIAL 75.00' J.n '4\G N89*56'20 W 150.00' 175.04! w 45.9 \L 45.00' 45.00' 45.00' 75.00' 75.00' w (0 N89 5615E 58 -C:)a ' _0 '4cc0 d a .'©• z 330.19" 65 72 rn N89056*20"W C5 0 L3 Lti - 0 1* -t p .00, 40.00' U6 40.00 40.00' 40.00' 40.00' 0 75.00 - N89*56'20"W N89"56'20"W 01 L15 z NOTE: Z 0) 0 1 B:: 3: 3t -3: s- 0 r r 'A It 0 75.00 '0 75.00' z LO to U') 0 U') to - 57 ALL LOT CORNERS, ANGLE POINTS & POINTS OF CURVATURE ARE 04 d d -t 0 It 0 It 0 lqt 0 0 0 0 a 0 0 0 0 10, re) 0 0 0 79 71) ql 34 11) q 33 q b'o q 3 2 R 31 le) - 30 K) (:5 29 R. 28 -c3 MONUMENTED WITH A 3/4" x 30" IP, DOWN 6", TAGGED IS 7923". Ljj N89"56"20"W 661i 73 10 Don p a 0 p 0 p 0 C5 �j w d co5 (0 6 0 000 9 It -* v- 0 0 P- 0 r- ci r-, 0 r- 0 N oro. C:) f-, 04 N89*56'20"W N89*56*20"W 0 0 q* 0 0 0 0 t') 00 75.00' 1 %- BASIS OF BEARINGS 4t 4 z z z ZI zi z "t st 0 b to b w 0 oi- 0 * 0 75.00' 0 75.00 0 S89'5'6'i5-W 123.0 S89*56'15"W 203.00' 2 THE WEST LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER 56 1� 0 CD 0 C-4 .0 04 OF SECTION 25, TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT DIABLO 0 43.00' 40.00' 40.00, 40.00' 40.00' 40.00" 40.00' 43.00' 00 z N89*56"20"W 6 67 d 74 (0 . C) 0 14 3: u BASE AND MERIDIAN, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK cr (n U') 3r. B:: 0 0 p N89*56'20"W cn 0) It . a a 0 z 0 39 OF RECORD OF SURVEYS AT PAGE 39, FRESNO COUNTY RECORDS, 0 0 75.00' 0 N89056'20NW U) to - u') LO - to 0 u') C:) '0 (d Z Z iv 10' 't -0 0 0 p p 0 a 0 -* 0 14* 09 z TAKEN TO BE NORTH 0*0448"EAST 55 0 k I ul 75.00' 75.00' •x-1010 80 `0 0 41 R 40 R OCR 39 7') R 38 l) q 37 'n (3 36 -n R 35 6 b .0 00 00 0000 00 .00 p 00 14, 68 0 75 0 0 r" r- z z 1%- 0 P�- 0 N 0 r.% 0 f*- RADIAL TABLE LINE TABLE CURVE TABLE m N89#56'20"W r1i 0 0 0 0 0 0 u- FRESNO IRRIGATION - -It L16 z m z z z z L17 LINE BEARING LINE LENGTH BEARING CURVE DELTA RADIUS LENGTH 0 EASEMENT RECORDED 75.00, 50.95' V 51.05' 40.00' 1 40.00' 1 Lll 1 40.00' 1 40.00' 1 40.00' 1 40.00' If Rl N37*43'15"W Li 16.79' SOO*03'40"w Cl 89053'47" 24oOO' 37.66' 2006 0 53" R2 N37*3 L2 C2 135.93 330. V46"E 17.10' NOO*03"40"E 90006"13" 24.00' 37.74' R3 L3 Ol m AS DOC. No. ----i N89*56'15"E 466.46' 'en N37*43'1 5nW 18.90' S89*56'15"W C3 90*07'25" 24.0 37.75 O.R.F.C. R4 35-39'38-E L4 C4 co L6 41.33' 41.33' 41.33 41.33' 41[33' 41.33' 41.33' 41.33' 41.33! 41.33' 41.33* 56o53'1 18.89" S00 03 89*52"35" 24.00' 37.65 + V� 3: 3: 3:: 3: 3: 3: 3: 3: 3: R5 N35-42'36"E L5 19.11' S0O*03'40"W C5 52013'05" 24.00' 21.87' to r a a a a r a a a 2 C6 a LO 10 . to to U) - co to to to to - 15' DRAINAGE EASEMENT L6 20.05' N89*56"15"E 52*27'54" 24.00' 21.98 -* 0 -0 b 0 -0 82$ \ 0 0 RECORDED 2006 L7 52 51 50 f9 48 le) R 47 0 46 'to 6 il) 0 q 18.00' SOO'03'40'"W C7 90*07'25" 24.00' 37.75' I 005 54 53 45 0 44 '1) 43 42 p 0 p 0 p 0 p 0 00 00 p 0 .00 p 0 00 p 0 ow in p AS DOC. No. O.R.F.C. L8 1 $ ORF 0 0 1"� 0 01"- 0 r- 0 P% 0 N 0 r- r- 18.00' S00003'40 C8 52-13'05" 24.00 21.87s o 0 a a 0 0 0 0 0 0 0 L9 10.00, SOO*03'40"w C9 90*07'25" 24.00' 37.75' z 41.33'1 1 Z Z 41.331 41.33 z 41 331 41.3311 41.331 41.33"ZI 56. 2 /! L10 18.36' S89056"15"W C10 89*52'35" 24.00' 37.65' 95.00(, 44.15' 41.33' 41.33' 41.33" 1 41.33' 1 Lll 18.36' S89*56'15"W Cll 90*07'25" 24.00' 37.75' 337.59 645.20' N89&56'15"E 982.79' (N89-56-33-E 982.80') 1 011% L12 17-20' N00"01'29"E C12 90*07*25" 24o00' 37.75" (0 w L13 1.36' NOO*03'40'"E C13 89"5235" 24.00' 37.65' N 04 ?P tri vi L14 10.44! S88"46'10"E C14 89052'35" 24.00' 37.65' * 4 robc, to '�be� to (0 V: L15 19.00, N89*56'1 5"E C15 89*54*46* 24oOO' 37.661 w LO 20' 8 62 1 * Ll 6 C16 it 19.10, N89"56'15"E 90 0514 24.00' 37.74 fn co F-g 't\0- %-11 L17 19.00, N89*56'15"E C17 35*35'53t# 24.00' 14.91 SCALE: 1 60' Ll 8 114 Ito 1 36.36' N88'46'10"W C18 90*06'13" 44.00' 69.19 00 1O.00j NOO"O3'4 p .0 Llg C19 co 00 OHE 91*12'21 24.00" 38.20' zz co 0 36' 661 120' C20 34*28'46" 24.00' 14.44' C21 90000'00" 24.00' 37.70' SW COR. OF NW 1/4 OF SW COR. OF THE EAST HALF OF SW COR. OF LOT 3 SE COR. OF THE WEST HALF SE COR. OF THE NE 1/4 OF C22 g000000ll 24.00' 37.70' THE NE 1/4 SEC. 25-13/19 THE NE 1/4 SEC. 25-13/19 C23 5*07'45" 44.00' 3.94' FD. F.C.B.C.M., FLUSH, LOT 4 OF VICTORIA COLONY OF VICTORIA COLONY OF LOT 3 OF VICTORIA COLONY FD. NAIL & SHINER POSITION FALLS ON MH COVER C24 86*04�36 0 44.000 66.10" PER CR 2296 k. k PER ESTABLISHED POSITION PER CR 3808 C25 91'12'21" 34.002 54.12' 645.61' C26 88"47"39" 34.00' 52.69 0 655.61 <655.54'> (655.63') 157.94" (157.95') C27 89*54*46" 34.00' 53.36' 983.41' C28 89*53'47* 34.00' 53.35" N89*55'03"E 2621.85- [2622.00' CALC.] <N89-55-30-E> C29 90006'13" 34.00' 53.47' WEST PRINCETON AVENUE PREPARED BY: C30 90007'25 34.00' 53.48' YAMABE & HORN ENGINEERING, INC. C31 90000'00" 34.00' 53.41 1300 EAST SHAW AVENUE, SUITE 176 C32 90000,00" 34.00" 53.41 FRESNO, CA 93710 '0 01 `�10 TRA C I NO 5481 C to 8 50-'j50' 1(01m IOU --100 kh IF I I I I I 'Ll 5 OND :'VL171&� IZO ru COLONY PH. 559-244-3123 FAX 559-244-3120 C33 91-12'21"1 44.00" 70. 41 03/20/06...05-334..05334FM.DWG