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HomeMy WebLinkAboutT-5406 - Map - 5/3/2006 RECORD TITLE INTEREST STATEMENT: FINAL MAP OF , ENGINEERS STATEMENT THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER FORRACI THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIREC11ON AND IS DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR NO * 5 06 JLTRUE AND COMPLETE AS SHOWN. THE MONUMENTS ARE OF THE CHARACTER AND PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. OCCUPY THE POSITIONS INDICATED, OR THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, LENNAR FRESNO INC. A CALIFORNIA CORPORATION BANK OF AMERICA, N.A., AS BENEFICIARY SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A HARVESI FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP BY: BY: ACT AND LOCAL ORDINANCE AT THE REQUEST OF LENNAR HOMES, INC. IN STEVE LUTTON, VICE PRESIDENT NOVEMBER 2002. 1 HEREBY STATE THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA TO THE CONDITIONALLY APPR D TENTATIVE MAP. RAYMOND W. BROWN, A WIDOWER UNION BANK OF CALIFORNIA, N.A., AS BENEFICIARY SURVEYED AND PLATTED IN NOVEMBER 2002 oQRpfEss,oNq w �c , � y �F BY YAMABE & HORN ENGINEERING, INC. GARY ?2HORN, R.C.E. 30501 EXP. 03-31-06 0 9- BY: BY: CONSI S TING OF FI VE SHEETS w m RAYMOND W. BROWN DATED: pwl. /,g 240� No. 30501 SHEET 1 OF 5 Exp. 3/31/08 NOTARY ACKNOWLEDGMENT: s'grF ofV CA STATE OF CALIFORNIA COUNTY of FRESNO THIS PROPERTY IS SUBJECT TO THE FOLLOWING LEGAL DESCRIPTION: CITY ENGINEER'S CERTIFICATE ON BEFORE ME, 1. SUBJECT PROPERTY IS WITHIN BOUNDARIES OF FRESNO IRRIGATION PARCEL ONE: PERSONALLY APPEARED STEVE LUTTON, PERSONALLY KNOWN TO ME (0R DISTRICT. I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT LOT 9 OF TRACT NO. 3207, WESTERN ESTATES, IN THE COUNTY OF FRESNO, STATE THE SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME AS PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE 2. SAID LAND UES WITHIN THE BOUNDARIES OF THE FRESNO OF CALIFORNIA, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 38 PAGE 60 IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND METROPOLITIAN FLOOD CONTROL DISTRICT AS DISCLOSED IN OF PLATS, FRESNO COUNTY RECORDS. APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED DOCUMENT RECORDED JULY 31, 1995 AS DOCUMENT NO. 95092128, OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES OFFICIAL RECORDS. PARCEL TWO: APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE CAPACITIES, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT, THE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED PERSONS OR THE EN11TY UPON BEHALF OF WHICH THE PERSON ACTED, 3. TERMS AND PROVISIONS IN A COVENANT AND AGREEMENT RECORDED PARCEL 1 OF PARCEL MAP NO. 2456 IN THE COUNTY OF FRESNO, STATE OF THAT THE MAP IS TECHNICALLY CORRECT. EXECUTED THE INSTRUMENT. JUNE 3, 1981 AS. INSTRUMENT NO. 49518 IN BOOK 77325 AT PAGE CALIFORNIA, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 15 PAGE 93 OF 354, F.C.R. PARCEL MAPS, FRESNO COUNTY RECORDS. CITY ENGINEER WITNESS MY HAND. 4. AN EASEMENT FOR CANAL, WATERDITCH OR FLUME RECORDED IN PARCEL THREE: MICHAEL T. KIRN, PLS 7609 BOOK Q AT PAGE 511 OF DEEDS. PARCEL 2 OF PARCEL MAP NO. 3798, IN THE COUNTY OF FRESNO, STATE OF SIGNATURE 5. THE FACT THAT THE NORTH 53 FEET AND THE EAST 53 FEET OF CALIFORNIA, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 24 PAGE 71 OF SAID LAND UES WITHIN THE ULTIMATE RIGHT OF WAY OF WEST PARCEL MAPS, FRESNO COUNTY RECORDS. NAME SHIELDS AVENUE AND NORTH CORNELIA AVENUE. BY: PARCEL FOUR: DEPUTY DATE MY COMMISSION EXPIRES: 6. PRESCRIPTIVE RIGHT OF WAY AS SHOWN ON PARCEL MAP NO. 3798. THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE COMMISSION NUMBER: 7. THE USE OF Al PUMPING PLANT FOR IRRIGATION AND DOMESTIC NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 13 SOUTH, RANGE 19 EAST, MOUNT PURPOSES AS RESERVED IN DEED RECORDED OCTOBER 27, 1924, DIABLO BASE AND MERIDIAN, IN THE COUNTY OF FRESNO, STATE OF CALIFORNIA, BOOK 492, PAGE 455, OFFICIAL RECORDS. ACCORDING TO THE OFFICIAL GOVERNMENT PLAT THEREOF. NOTARY ACKNOWLEDGMENT: PLANNING COMMISSION CERTIFICATE 8. RIGHTY; OF THE PUBLIC LYING WITHIN NORTH CORNELIA AVENUE AS EXCEPTING THEREFROM ALL THAT PORTION OF THE NORTH HALF OF THE NORTH STATE OF CALIFORNIA IT NOW EXISTS. HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION COUNTY OF FRESNO 9. EASEMENT FAR IRRIGATION AND DOMESTIC PURPOSES RECORDED 27, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN OCTOBER 27, 1924 IN BOOK 499 AT PAGE 12, OFFICIAL RECORDS. BEGINNING AT A POINT ON THE EAST UNE OF THE NORTHEAST QUARTER OF SAID CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP, AND ON BEFORE ME, , SECTION 27, SAID POINT BEING SOUTH 00001'09" EAST, A DISTANCE OF 219.45 FEET THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION AS A PERSONALLY APPEARED STEVE LUTTON, PERSONALLY KNOWN TO ME (OR 10. EASEMENT IN FAVOR OF PG&E FOR GUY WIRE AND POLES RECORDED FROM THE,NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE JULY 5, 2005 AS INSTRUMENT NO. 2005-0148724, ORFC. QUARTER OF SAID SECTION 27; THENCE CONTINUING SOUTH 00'01'09" EAST ALONG PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND 11. EASEMENT FOR PUBLIC STREET PURPOSES RECORDED JUNE 1, 2005. THE EAST UNE OF SAID NORTHEAST QUARTER, A DISTANCE OF 107.39 FEET; THENCESOUTH 89'53'20" WEST, A DISTANCE OF 202.45 FEET; THENCE NORTH 45'07'09" ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED AS INSTRUMENT N0. 2005-0121538, ORFC. WEST, A DISTANCE OF 17.46 FEET; THENCE NORTH 00'06'40" WEST, A DISTANCE OF BY: CAPACITIES, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT, THE 12. EASEMENT FOR PUBLIC STREET PURPOSES RECORDED JUNE 1, 2005. 88.61 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 125.00 FEET; THENCE NORTHERLY ALONG SAID CURVE NICK P. YOVlNO DATE PERSONS OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, AS INSTRUMENT N0. 2005-0121537, ORFC. SECRETARY OF THE FRESNO CITY PLANNING COMMISSION THROUGH A CENTRAL ANGLE OF 2'17'34", A DISTANCE OF 5.00 FEET TO THE END EXECUTED THE INSTRUMENT. 13. EASEMENT FOR PUBLIC STREET PURPOSES RECORDED JUNE 1, 2005. POINT OF SAID CURVE, A RADIAL UNE THROUGH SAID POINT BEARS NORTH 87'49'06" AS INSTRUMENT NO. 2005-0121536, ORFC. WEST; THENCE ON A NON-TANGENT LINE NORTH 89'30'18" EAST, A DISTANCE OF WITNESS MY HAND. 214.87 FEET TO A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SAID 14. EASEMENT FOR IRRIGATION AND DOMESTIC PURPOSES IN FAVOR OF SECTION 27, SAID POINT BEING THE POINT OF BEGINNING. CITY CLERK'S CERTIFICATE SIGNATURE MIKE ALLAMPRESE AND MARY ALLAMPRESE RECORDED OCTOBER 27, PARCEL FIVE: 1924 IN BOOK 499 AT PAGE 12, FCR. I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NAME THE SOUTH ONE HALF OF THE NORTH ONE HALF OF THE SOUTHEAST QUARTER OF NO. ADOPTED ON THE NORTHEAST QUARTER OF SECTION 27, TOWNSHIP 13 SOUTH, RANGE 19 EAST, IN APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC, ALL MY COMMISSION EXPIRES: THE COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN THEREOF. CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENT NOT SHOWN COMMISSION NUMBER: PARCEL SIX: ON THE MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP. NOTARY ACKNOWLEDGMENT: NOTARY ACKNOWLEDGMENT: ALL THAT PORTION OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST REBECCA E. KUSCH, CMC QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 27, BEING MORE CITY CLERK PARTICULARLY DESCRIBED AS FOLLOWS: STATE OF CALIFORNIA STATE OF CALIFORNIA COUNTY OF FRESNO COUNTY OF FRESNO BEGINNING AT A POINT ON THE EAST LINE OF THE NORTHEAST QUARTER OF SAID BY: SECTION 27, SAID POINT BEING SOUTH 00'01'09" EAST, A DISTANCE OF 219.45 FEET DEPUTY DATE ON BEFORE ME, ON BEFORE ME, FROM THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST PERSONALLY APPEARED STEVE LUTTON, PERSONALLY KNOWN TO ME (OR PERSONALLY APPEARED STEVE LUTTON, PERSONALLY KNOWN TO ME (OR QUARTER OF SAID SECTION 27; THENCE CONTINUING SOUTH 00 01 09 EAST ALONG PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE THE EAST UNE OF SAID NORTHEAST QUARTER, A DISTANCE OF 107.39 FEET; THENCE SOUTH 89'53'20" WEST, A DISTANCE OF 202.45 FEET; THENCE NORTH 45'07'09" PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND PERSON WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND WEST, A DISTANCE OF 17.46 FEET; THENCE NORTH 00'06'40 WEST, A DISTANCE OF RECORDERS CERTIFICATE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED 88.61 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE TO THE EAST CAPACITIES, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT, THE CAPACITIES, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT, THE HAVING A RADIUS OF 125.00 FEET; THENCE NORTHERLY ALONG SAID CURVE DOCUMENT NO. FEE: PERSONS OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, PERSONS OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, THROUGH A CENTRAL ANGLE OF 21734 , A DISTANCE OF 5.00 FEET TO THE END POINT OF SAID CURVE, A RADIAL UNE THROUGH SAID POINT BEARS NORTH 87'49'06" FILED THIS DAY OF 200_., AT .M. EXECUTED THE INSTRUMENT. EXECUTED THE INSTRUMENT. WEST; THENCE ON A NON-TANGENT LINE NORTH 89'30'18" EAST, A DISTANCE OF 214.87 FEET TO A POINT ON THE EAST UNE OF THE NORTHEAST QUARTER OF SAID IN VOLUME OF PLATS, AT PAGES AT THE REQUEST OF WITNESS MY HAND. WITNESS MY HAND. SECTION 27, SAID POINT BEING THE POINT OF BEGINNING. NORTH ANERICAN TITLE COMPANY. SIGNATURE SIGNATURE 1� FRESNO COUNTY RECORDS NAME NAME ��, ��� ROBERT C. WERNER PREPARED BY: d, �., „� COUNTY RECORDER MY COMMISSION EXPIRES: MY COMMISSION EXPIRES: �, �,,,� YAMABE & HORN ENGINEERING, INC. MY n 1300 EAST SHAW AVENUE, SUITE 176 (f 0 BY: FRESNO, C 90 COMMISSION NUMBER: COMMISSION NUMBER: - ,� �� DEPUTY PH. 559-244-3123 FAX 559244-3120 i 4/14/06...04345FM2.DWG i LEGEND BASIS OF BEARINGS: FINAL MAP OF FOUND 3/4- IRON PIPE, DOWN THE EAST LINE OF THE NORTHEAST QUARTER TRACT NO. 5406 0.5', TAGGED RCE 13900 T13S OF SECTION 27, R19E M.D.B. & M., AS UNLESS OTHERWISE NOTED SHOWN ON TRACT NO. 4544, RECORDED IN VOLUME 71 OF PLATS AT PAGES 93-94, F.C.R., ��HA �� SET 3 4" IRON PIPE, 30" LONG, " RVEST 9 ST (� 4" UP IN 6" DIAMETER X 30" C 1/4 COR. SEC. 27-13/19 TAKEN TO BE NORTH 00 01 0 WE P.C.C. MONUMENT, DOWN 6" FD.NAIL, FLUSH, MONUMENT N 1/4 COR. SEC. 27-13/19, BELOW GROUND, TAGGED RCE OF RECORD IS 1 IP, DN. IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA 30501 " C.R. 156 NORTH POLK AVENUE SURVEYED AND PLATTED IN NOVEMBER 2002 FD. NAIL W/2/2 - 2' TIES, TAGGED LS 5510 , _ SET IRON PIPE, 30" LONG, - _ - - -- - - _. _ - -- - __ _--- --- --- --- - - - - - - - ---- - - - N00'03'14"W 2643.84' dJ00'03'16"W_2643.82'>_,�_ BY YAMABE & HORN ENGINEERING, INC. -- ------- ---- - - -- - `-- - -- O �` ' --�••• --1321.92' CI 321.91'> - DOWN 6", TAGGED "RCE 3050i" I j-^ 1321.92 <1321.91 > 3 I w� _ _ ' CONSISTING OF FIVE' SHEETS M NOW OFFERED FOR DEDICATION m It co SHEET 2 OF 5 N N FOR PUBLIC STREET PURPOSES I`t `r !� m .I I� N to EASEMENT PREVIOUSLY OFFERED I M 'n M FOR PUBLIC STREET PURPOSES co M M m I Q PER DOCUMENT RECORDED JUNE I Im 1, 2005, AS INSTRUMENT No. 2005-0121536, O.R.F.C. EASEMENT PREVIOUSLY OFFERED \-5 • I I TENTATIVE TRACT MAP No. 5300 00 0212"E 2fi43.31 FOR PUBLIC STREET PURPOSES I / Q PER DOCUMENT RECORDED JUNE tiz i -- _- 1322.07' X1321.69' CALC.> I1, 2005, AS INSTRUMENT No. -- ---- _ -- - 660.661 --_. - __,� ---- -_ ---.- -- 2005-0, ASI , TRUM C. 660.fi6' --� 330.33' --�� I 156.9i' --� 173.42' 31.69' 602.19' N89'52'24"E N89.50'00"E 719.80' €N00 '04'18"W 719.63' CALC. %� EASEMENT PREVIOUSLY OFFERED I 1321.24' CI321.69' CALC.> NW COR. SE 1/4 OF r_ SOO'02'12"E 602.17' €NOo'04'18"W 602.01' 31.69' 131.69-153' I NE /4, SEC. 27-13/19, ` FOR PUBLIC STREET PURPOSES » t I Q PER DOCUMENT RECORDED JUNE I FD. 1/2 IP, NO TAG 1, 2005, AS INSTRUMENT No. I 2005-0121538, O.R.F.C. ( . . t. ...�"' ' cij PREVIOUSLY DEDICATED FOR I ' N04 PUBLIC STREET PURPOSES o1 ao v- 0 PER PARCEL MAP No. 3798, M 4 N$ RECORDED IN BOOK 249 I ;; ( ,� M i PAGE 71, F.C.R. win I N I to PREVIOUSLY DEDICATED FOR I o�N PUBLIC STREET PURPOSES i ® PER TRACT No. 3207, I SE COR. LOT 9, "WESTERN ESTATES", Z,-- CD TRACT No. 3207. } 53' RECORDED IN VOL. 38 OF I FD. 3/4 IP, PLATS, AT PAGE 60, F.C.R. ( NO TAG N00.01'27"W 1322.00' [Na0'02'01"W 1322.03'] €SOO'04'18"E 1321.62'1 O I . 3' 706.03' G705.63'> 616.17' [616.00'] + 705 8 [ ] 1 1 RECORD DATA PER PARCEL MAP I 1 No. 3798, RECORDED IN BOOK TR COR. LOT 9 [ ] 24 OF PARCEL MAPS AT PAGE I � TRACT No. 3207 N FD. 3/4" IP 71, F.C.R. I j ! NO TAG RECORD DATA PER PARCEL MAP I < > No. 2456, RECORDED IN BOOK A I 15 OF PARCEL MAPS AT PAGE 0)( E 93, F.C.R. cv 20' PRESCRIPTIVE--- A M RECORD DATA PER TRACT N0. �( ^ � � RIGHT OF WA W I l f � �: I 4544, RECORDED IN VOLUME 71 '4 I t` M ( } OF PLATS AT PAGES 93-94, o I n co F.C.R. �ii. t. 0) f qt I N LO I d- LtJ '-' W RECORD DATA PER TRACT No. Q,I 3207, WESTERN ESTATES , Z M ca04 RECORDED IN VOL 38 OF PLATS, _ AT PAGE 60, F.C.R. Z I CK) PARCEL 2 j 0c) I ' z W� U ' V DENOTES CORNER RECORDS ON U M I ..., PM No. 3798 1 a C.R. FILE WITH FRESNO COUNTY N I to �( o BK. 24, PG. 71, F.C.R. v M to SURVEYOR -ca ` M 3 i 0. � °' (R) INDICATES RADIAL BEARING o I M co z (n ( (00 W N I.P. IRON PIPE 9)I t,, I 0)1 00N00'01'09"W 178.16' I x (^ W Alt OD OFFICIAL RECORDS FRESNO °� ° ( 00 [N89'01'17"W 178.16' � rn N O.R.F.C. COUNTY o j ( T- ( `' �=• E'~ r 5) I m - M N PARCEL 1 to as cb F.C.R. FRESNO COUNTY RECORDS I 00 �' m % 1 7 'mrn PM No. 2456 Q'i co z z t.;� SE COR. PARCEL 1, z BK. 15, PG. 93, F.C.R. z I m m PM No. 3798, FD. � co PLANTING AND PUBLIC UTILITYrn PPUE EASEMENT NOW OFFERED FOR ( U DEDICATION FOR PUBLIC USE 3/4" I.P., NO TAG _ 00 CD 00 ��,• 1-0) 07 to •-= 00 PUBLIC UTILTIY EASEMENT NOW I I z o o o v Q o PUE OFFERED FOR PUBLIC USE ( O w I Moo C3 c; , � O Qztz PEDESTRIAN EASEMENT NOW I PE FOR DEDICATION FOR M m a a N OFFERED � � � ;n I I PUBLIC USE : rn LANDSCAPE EASEMENT NOW I !t{! I an Y U z 1 00 r m V z G LE OFFERED FOR DEDICATION FOR I � N ;- PUBLIC USE. I Noo•os'So"w DETAIL A D 0 0 0 4 " NOT TO SCALE p; p C' `� BCM BRASS CAP MONUMENT I 88,61' L1=2'17 34 y It � _4 R=125.00 LO I • ' � " L=5.00 0 m OF S4 j 0469E I C6 o � N �# INDICATES RELINQUISHMENTI w w- a �.�� 4 DIRECT ACCESS RIGHTS ( o of ..��', o BLUE BORDER INDICATES LIMITS N w � N �._. I N M d• ��- � I I OF SUBDIVISION omi ;:s I g z I N89.30'18"E bm) ( M 89 53 20 E aao 4� z 202.45' it c 214.87' z 20' PRESCRIPTIVE (P a- I SEE DETAIL A RIGHT OF WAY NE COR., SEC. 27-13/19 o Q I 7-13 19 8 SE COR., PARCEL 1, S ON E 1 f 4 COR. SEC 2 / o PM No. 3798, FD. 30� POSITION FALL I FD. NAIL AT SSMH RIM " " AG. ! l MANHOLE, C.R. 6269 7 22 f FD. 3/4 IP 1 I.P., NOT F- FLUSH, -C.R. 6003 - - - - ._._ - _ -`" -'333.85- -746.72 ! I ,- -, r i 330.35' M `�� ••..- 156.92 .^t I 173.43'' i +� ��7.2 7.3i -� `! � .,� 7 [52 ] �� 178.16 [178.16] 615.96' 616.0 -- - ---66069 .` „�1 1321.39 - - - _ - I 1321.24' <1321.69" CALC.>- - - - - ,! - - - - R6 12 I BASIS OF BEARINGS N00 01 09 W 2642.78 NORTH7CORNELIA AVENUEoo 0109 W 2642.78)NFI SCALE: 1" = 120' I I I I I a 6a 12a 240 4/14/06...04-345/04345FM2.DWG 54 53 223 FINAL MAP OF C30 59 58 61 a C, 13.00' 221NO. 5406 c 41 U >> R�2 w � w to !9 .95 R,3 �� C15 cts 62 N Q HAR VEST 42 � � 220 °- DETAIL D DETAIL C DETAIL D DETAIL E DETAIL F IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT To SCALE SURVEYED AND PLATTED IN NOVEMBER 2002 BY YAMABE & HORN ENGINEERING, INC. CONSISTING OF FIVE SHEETS SHEET 3 OF 5 LEGEND FOUND 3/4" IRON PIPE, DOWN 0.5', TAGGED 1 "RCE 13900", UNLESS OTHERWISE NOTED 30' � 30' ( ~NE COR., SEC. 27-13/19 ( ( SET 3/4" IRON"PIPE, 30" LONG, 4" UP IN 6„ POSITION FALLS ON ( �--- O DIAMETER X 30 P.C.C. MONUMENT, DOWN 6 - MANHOLE, C.R. 6269 22 ( 23 BELOW GROUND, TAGGED RCE 30501 ,.. N8905224"E 1317.28' WEST SHIELDS AVENUE -`---- - ' o �` 0 SET TAGGED4"RCE 30501" 30" LONG, DOWN 6", --- 0 1182.59 04 1 1 S3'� � � __.__ '� � � �27 26 ,�, NOW OFFERED FOR DEDICATION FOR PUBLIC 0 53� 35.♦ 20' PRESCRIPTIVE 35'V L42 37'♦ 37' STREET PURPOSES Lr2'V 35'V 29V RIGHT OF WAY III i816.76' 240.70' ''• , - • ____3_ --t- 53.31 60.00' 60.00_ 60.00'_ 60.00'_ 60.00'_ 60.00'_ 60.00'_ 60.00'_ 60.00'_ 60.00'_ 60.00'_ fi0.00'_ 43.45' 60.00' 121.94' 51.51' ��j EASEMENT PREVIOUSLY OFFERED FOR PUBLIC � � I STREET PURPOSES PER DOCUMENT RECORDED '-10'PUE I v1(3r 10'PUE 10'PUE 20,E 7.25' 3 JUNE 1, 2005, AS INSTRUMENT No. 0 20 LE N 25 293 20 LE _ o _ w _ � X35' 2005-0121536, O.R.F.C. M I36 N to to N Q) in r-- t`► I t• 0 tC> M 01 to 00 •ao o) r� oh 00 ( EASEMENT PREVIOUSLY OFFERED FOR PUBUC O) GO CO o0 1� I� (D tD tD tf) M to Qj Ki 35 i• M 34 M 33 ccn3 32 N 31 N 30 N 29 N 28 N 27 N 26 c4 25 N 24 N 23 N 22 N 21 o N 20 ry �• o?" o :'� N N N N N N N N N f- 04 � r o �- � do 19 0 (,VSTREET PURPOSES PER DOCUMENT RECORDED • "� r v- T- 2 '` o .---.-- - - JUNE 1, 2005, AS INSTRUMENT No. S89 52 24 W N o .- .- 109,90' z z ' 00 2005-0121537, O.R.F.C. 10'PUE C2 1 ",10'PUE 10'PUE _ O1 LY OFFERED FOR PUBUC 37 0 - `60.00 -60.00 -60.00 -60.00' -60.00 60.00 ^60.00' -fi0.00 60.00' 60.00 -60.00 60.00' 33.15' N'� EASEMENT PREVIOUS N52.65 • 60.00 60.00 C •14 W STREET PURPOSES PER DOCUMENT RECORDED 925.80' in �► S7�'03 w Q JUNE 1, 2005, AS INSTRUMENT Na. 109.99' co �� N LO®- - WEST HUNTER AVENUE S8g 50 i7 W 987.21 ^, _,_ - - C4 121.6 W 2005-0121538, O.R.F.C. 1 °: o Z to 0 0 : 1 .r N 912.48 { 0 0 L N M t800 (20' PRESCRIPTIVE PREVIOUSLY DEDICATED FOR PUBLIC STREET C5 38 0 rn co( v� 54.66'_ 61.75'_ 61.75'_ fi1.75'_ 61.75'. 61.75' 61.75' 61.75' 61.75' 61.75' .61.75' _61.75' _++_61.75' _61.75 _55.07 / „�� cn V 3 RIGHT-OF-WAY PURPOSES PER PARCEL MAP No. 3798, L o '� S89'S1'41"W o RECORDED IN BOOK 24, PAGE 71, F.C.R. N t� � 10 PUE w .i- N 110.09 rio % w 10 PUE _ --�( •: - 115.00' 1 o - - PREVIOUSLY DEDICATED FOR PUBLIC STREET o i 0 0 10 0 0 0 0 0 0 0 0 0 0 M o `n c o O �' ( ® PURPOSES PER TRACT No. 3207, "WESTERN 0 o z o 0 0 0 o v 0 0 0 0 0 0 0 0 3g o 25' 25' (0 242 0 00 243 co 244 co 245 ad 246 c6 247 00 248 ai 249 ao 250 cci 251 o0 252 c6 253 00 254 ao 255 0 256 17 0 ? rn z ESTATES". RECORDED IN VOL 38 OF PLATS, AT vo r g•28� cn PAGE 60, F.C.R. 0 o co o 0 0 0 0 o v o 0 0 0 0 0 0 o .fl.r OD c0 co ;° rn o ch 10 PUE W 9.95 to z � 10 PUE--0- . , �-10 PUEv) 26.11 1 115.06 a= RECORD DATA PER PARCEL MAP No. 3798, 3 . 110.18' �(o M S89'S0'17"W 937.83' o•� o ;� w ( [ ] RECORDED IN BOOK 24 OF PARCEL MAPS AT 0 0 co.� t 61.75' 61.75' 61.75' 61.75' 61.75' 61.75' 68.08' cv o o n ul) 16 v m I PAGE 71, F.C.R. N o OR C? co o, 67.00 61.75 61.75 61.75 61.75 61.75 61.75 61.75 rn o �co 40 N•-- o RECORD DATA PER PARCEL MAP No. 2456, o i w eM 5' 25'' 8.27' 1O'PUE E I o I w 1 _ co - N t < > RECORDED IN BOOK 15 OF PARCEL MAPS AT 0 is co 0 0 0 0 0 0 0 0 0 0 0 0 0 ,� o .� Z 110.28 c° "� o o v o 0 0 0 0 o v `� 230 o 229 0 228 i� 0 227 o fY 115.33 ¢ PAGE 93, F.C.R. �p ,n 241 0 � 240 cd 239 238 00 237 236 235 234 06 233 0 232 0 231 0 0 0 o � 0 15 '� r m - -- o c v 0 o v o 0 0 0 r r o 4-. o o, o RECORD DATA PER TRACT NO. 4544, 0 41 �' � � I o v- T- r- �' �' `' `' RECORDED rr ( IN VOLUME 71 OF PLATS AT PAGES 93-94, co i cn 10'PUE u, " _ a' t'r 15'LE I � F.C.R. S89 52 24 W i _ 4�-61rn of w 107.65' / �S 54.65'- 61.75 .75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 61.75 -61.75 -61.75 56.68 ��o N N z 117,33' _ N .� RECORD DATA PER TRACT No. 3207, "WESTERN 0 0 cw914.08 N T N .`1 0 o I Mo to ESTATES", RECORDED IN VOL. 38 OF PLATS, AT SEE DETAIL B 1 / 04 y WEST SIMPSON AVENUE S89'50'17 W 988.71 - ___ .._ 00 14 - - 464.00' '-` ,a 0 PAGE 60, F.C.R. 42 524.71' N �f '� N �' S' S89'5i'41"WZn ..- N 416.70' ~• N 389.31 25 2 I DENOTES CORNER RECORDS ON FILE WITH 0) 4� CC's. G� . >> �� 87.66' _._.69.00'_ 60.00'_ 60.00'_ 60.00'_ 52.65' j 60.00_ 60.00_ 60.00_ 60.00_ 60.00_ 60.00_ 52.65 0 3 119.33' C.R. FRESNO COUNTY SURVEYOR "� C12 10'PUE 1 % _ o ;° 10'PUE o o o •- � � o N(• 13 co _. - (R) INDICATES RADIAL BEARING •pg �'� - 4.05 w w 25 25 221 o N 3 10'PUE--a( o N 10 PUE I ( �� m - N °' �- 1 ( r n •- m °' • o 0 PUE o rn rn o o 0 o W LO M M o N rn 17 0 L39 I I.P. IRON PIPE 43 M o .- 04 " N •- 45 46 47 48 Ki 49 50 0 51 r O 222 N 223 N 224 N 225 co z 96.98 0 44 r .- co Z S89 5017 W rn N N P rri o o 00 o `� 100.00' " o o rn t 1 r. 27 I O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY ch cn co io Q z �� N S89.51-41"W 193.00' I G o Z , " 10 PUE--� Q o 220 N o 14.00 50 L51 65.00' - h F.C.R. FRESNO COUNTY RECORDS N89 5i 17 E 635.10 112.07' 98.03' - s i O n SEE DETAIL F `u A9 ♦ cv 6i+EST SIMPSON AVENUE N ! ( =� i. L52 PLANTING AND PUBLIC UTILITY EASEMENT NOW 127.64' 82.46' 60.00' 60.00' 60.00'- 60.00'- 60.00- 60.00- 65.00• "� -J_ co 69.00 60.00 171.00 -� tee, PPUE OFFERED FOR DEDICATION FOR PUBLIC USE 301.00 OUTLOT A 218.OD90 Irl c!� _' N�'( N i 13.00' N89'51'41"E 519.00' [N89'S2'15"E 519.00 CALC.] f . ( I �� .> rn - w I o 30 ( I PUBLIC U11LT1Y EASEMENT NOW OFFERED FOR o�n'• o's t i� iv o 00 v� • o a 0 © io r, O - _.�; PUE PUBLIC USE c° rn o 58 0 57 0 56 0 55 0 54 rn 53 � 000 52 c4 is O N o 219 COcam° , 60 :> w 59 0 Ki r�i �i n N o Z r '� °' �` PEDESTRIAN EASEMENT NOW OFFERED FOR •- 0 N z co " cow �` PE DEDICATION FOR PUBLIC USE Ns SEE �ETAIL D 10'PUE E DETAIL C cn S89050'1 7 W 3. C1$ -�. PARCEL 1 I f � 113.00 a= PM No. 3798 ( ��' LANDSCAPE EASEMENT NOW OFFERED FOR M X43 0 17 42.211•�� 42.21 60.00 60.00' 60.00 59.06' 25 25 0 0 BK. 24, PG. 71, F.C.R. ( ( `� LE DEDICATION FOR PUBLIC USE. • r L45. $gyp ��'Gia ;� " 281.27' �` / 23 C27 218 'c� op'ov, BCM BRASS GAP MONUMENT ( � ' ~� •�' -N S89'50i W 342.48 C24 3>�,'��' � � � .•.z ( 61 0 �, - WEST CORNEu AVENUE 0) JX U 30' ( i N r N /V1 6�2S* t j� S89'S1'41"W 519.00' [N89'52'15"E 519.001] OUTLOT B ( �� INDICATES RELINQUISHMENT OF DIRECT ACCESS SEE DETAIL E .� 9 3S' $# 5 19 38//� ' �� 472.00' I ( 589'50'56"W! 48 H' r21 1t C31 BLUE BORDER INDICATES LIMITS OF SUBDIVISION ,44' I 107.54 v/ 0124 N ( 3: 62 25' 25' 204 205 207 208 04 I 12 � ( 203 206 �'`�. II � ( N ( 209 cz ( N ( ! 16' 31' o 210 211 25' 25' I NOTE: ( z 63 212 213 214 215 216 217 I I I 11 II i I MATCH[L1NE SEE SHEET 4 BASIS OF BEARINGS. SEE SHEET 2 FOR BASIS OF BEARINGS PREPARED BY. THE EAST UNE OF THE NORTHEAST QUARTER SEE SHEET 5 FOR LINE, RADIAL AND CURVE TABLES YAMABE & HORN ENGINEERING, INC. of SECTION 27, T13S, R19E, M.D.B. & M., AS 1300 EAST SHAW AVENUE, SUITE 176 SHOWN ON TRACT NO. 4544, RECORDED IN SCALE: 1" = 80' FRESNO, CA 93710 VOLUME 71 OF PLATS AT PAGES 93-94, F.C.R., PH. 559-244-3123 FAX 559-244-3120 TAKEN TO BE NORTH 00'01' 09" WEST 0 40 80 160 4/14/06...04-345/04345FM2.DWG 61 WEST;n S89'50'17"W 342.48' CORNELL AVENUE X24 -.. ♦ I FINAL MAP OF N I MATCHU NE SEE SHEET 3 30 i I h SEE DETAIL E �'`� �60.00'- fi0.00'_ fio.00'_ C28 5 .N69• ` S89'51'41"W 519.00' [N$9'1'41"E 519.00'] I r" 53.96_ fi0 00C JS y L52 r l.� N�, 115.00 I 54 -06 S89 50 56 W !� O'PUE 11.24 / 29.`,31 1� 6' I TRA 107.54 v '69 21.4401-21.44, •- 357.00 in 47 .9.9 .9.9 � / 115.00 1 / 1 o t is iD I iD iD �D N 64 03' �- d C124 S89'51'41"W 331.46' N 153 HARVEST O M , . M cD cD c0 cD M ^ cD UE 17 I 0 62 25 25 M N 204 205 0 / WEST CORNELL AVENUE ,n 12 cD � co 203 0 co ao 000 206 oo0 207 00 208 r rn 'a� 3 C33 r 294.07 N !�, I I IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA ♦ o rn 0f_ _ I 110.0co 0' o r; 20g, r� co - 25.71' / 59.38_ 60.00_ 60.00- 60.00_ 54.69 "' S89'S1'4i"W ®I d {o IZ 10'PUE--,-- �-10'PUE N h� '�' `�� C125 10'PUE 3 � ( 115.00'04 16' 31' I SURVEYED AND PLATTED IN NOVEMBER 2002 0 0 - 1210 N s - _ 25' I BY YAMABE & HORN ENGINEERING, INC. 0 63 0 ''�m S89'50'17"W 366.30' �• o; °r° 211 0 o is iD � 25 0 0 o o h N r r c4 m 06 212 N 213 214 215 '' 216 N 217 N ♦ V q 11 CONSISTING OF FIVE SHEETS o 0 I oo.- 66.30 60.00 160.00 60.00 60.00 60.00 S89 58 51 W N M o N (0 co co co o 00 110.00 0) ' N N 3 60.00' S89'58'S1"W N T 0 0 0 0 0 0 o CD cD 3 N 3 " z °' 115.00' SHEET 4 OF 5 N = r = 60.00 S89'58 51 W 10 PUE 10 PUE LEGEND O O tr} c h h h h io N at �- , . r " . , » , M I » r » » 0 0 - cD cD cD c0 co o co w 60.00 S89 58 51 W SS 51 41 W 307.00 0 0 0 I - FOUND 3/4 IRON PIPE, DOWN 0.5, TAGGED RCE 13900 , UNLESS OTHERWISE I h o fi4 0 00 202 N 201 200 199 198 0i 197 o d o o U) _ _ - 3 60.00' t�c� u? 10 in NOTED cD co o v- O co N M = 60.00 60.00 60.00 60.00 67.00 co 0 N , O r r I �- r r N o 196 0 0 �--h 04 e--N 1 - I 0 110.00 z z t r o cD 195' r` - 0 cD I z M ,r 0 N- 3 SET 3/4" IRON PIPE, 30" LONG, 4" UP IN 6" DIAMETER X 30" P.C.C. . Ln 10'PUE 22.39' 0 194 o M C'4 N ^ N 115.00 (.� L - o h o rn 193 �. 92 191 190 189 188 10'PUE MONUMENT, DOWN 6" BELOW GROUND, TAGGED RCE 30501 o cD ! 53.95 60.00 60.00 60.00 40 C 1 z N c6 .t 1 w co co N co "� 0 o I » » „ I N o 65 0 � �v- 0 0 0 O o 0 � o °' SET 3/4 IRON PIPE, 30 LONG, DOWN 6 , TAGGED RCE 30501 o o cc 1 •- N♦ 256.34' C 7 C4 51 9 I I O 110,00 3 _ S89 5017 W 293.74 _ z / t° `° I ® NOW OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES I o I z 0� ♦ WEST AMHERST AVENUE M C38 `k v^, c52 C5 15'48 - 10'60 00 -54.63 �, 115.00' I co N C54 `60.00 60.00 EASEMENT PREVIOUSLY OFFERED FOR PUBLIC STREET PURPOSES PER I 0¢ o r. N 256.46 .- C48 �'S (h 15 LE I Q. o a? 66 O �, o �� C39 o "•� C49 250.11' 0 h DOCUMENT RECORDED JUNE 1, 2005, AS INSTRUMENT No. 2005-0121536, 1 co•- 0 0 0 53.93- -60.00_ _.60.00-_ -60.00-. C4 C46 � » N♦ 1 to-,., 0 0 tO Ir- tq �' cO `o zI I �10'PUE ``45 44 _ � _. S89 51 41 W 287.39 - - a g r O.R.F.C. J I 110.00 �, ( 22.53 ''��58 cc ♦ I 3 CO o cD I PREVIOUSLY OFFERED FOR PUBLIC STREET PURPOSES PER = C57 C60 249.99 N = co EASEMENT RE °' 10'PUE-v- rn oo io b� �, --� C56 , !�. rn 115.00 O DOCUMENT RECORDED JUNE 1, 2005, AS INSTRUMENT No. 2005-0121537, o 0 0 h h h h ,� 'o0 5 -60.00 -.60.00- _60.00_._... _54.65 ._ I o O.R.F.C. t I co 0 67 c' o ° cr° co coo o co 0 0 _ 15.34' �io'PUE Q o 0 O 173 0 *- 174 175 176 *- 177 i 78 r 179 0 o co w w o o �' o - I 0 �? 7 �? ( I EASEMENT PREVIOUSLY OFFERED FOR PUBLIC STREET PURPOSES PER I r 180 00 00 iD0 oi• r o n N , z V: c`D ` . • o i 10.00 �-10 PUE r.. r.. 181 0 0o h M M M M 25 25 I 0 DOCUMENT RECORDED JUNE 1 2005 AS INSTRUMENT No. 2005-0121538 I - j I V'-'o S89'49'37"W 426.23' 0 °io 1 B2 Mo 183 0 0 184 0 185 0 186 0 0 187 N 115.00' O.R.F.C. IC14 o0 0 000 0 66.23' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 589'46'43"E con in r O I PREVIOUSLY DEDICATED FOR PUBLIC STREET PURPOSES PER PARCEL MAP No. 68 0 0 N N 10 PUE �, 0 3798 RECORDED IN BOOK 24 PAGE 71 F.C.R. I co co <C 60.00 S89 46 43 E , " " d.i` Z to 6 ` 0 ' z I 110.00' ( w ` 60.00 S89'51 4i W S89 51 41 W 307.00 0 ! r _ r . .�:w cD to o PREVIOUSLY DEDICATED FOR PUBLIC STREET PURPOSES PER TRACT No. 3207, o o, 0 m 0 0 Q, in 60.00 60.00 60.00 60.00 60.00 67.00 co 0 <t I "WESTERN ESTATES", RECORDED IN VOL- 38 OF PLATS, AT PAGE 60, F.C.R. Q o 0 q 172 171 M 170 '`� 169 M 168 M 167 166 ;o 0_ w w N I X 1 i 5.00 I I 0 o M M M h 165 cn O w �-10 PUE I I w I o 0 ( 0 No 0 0 164 m 0o 163 00 o -co M 0 o I [ ] PARCEL MAPS ATDATA PAGE71 F.C.R. PARCEL PNo. 379$, RECORDED IN 800K 24 OF sC rn co co ,- O p 0 io I u� , 0 cDI 110.00 I 10'PUE Cfi5 o o 0 162 © 0 161 0 160 0 159 0 0 158 co 5 I sn .- r• O �. RECORD DATA PER PARCEL MAP No. 2456 RECORDED IN BOOK 15 OF Orn '''I 0 !j, 53.85'- -60.00'- i 60.00' -60.00'- 60.00'- -43.82 -C66`� C67` C68 in 10'PUE � / O � 115.00' N � � PARCEL MAPS AT PAGE 93, F.C.R. ' z I b •- 0 337.67' •-'' °N°� C59 C6 27.01' - Z 16 3i r. I 0 70 `� �-' N♦ S89'49'37"W 374.91' _ �I "� 9 �C70 C71 60.00'- 60.00'- 60.00' 54.67' �'� I = t RECORD DATA PER TRACT NO. 4544, RECORDED IN VOLUME 71 OF PLATS AT cD/ C83 R g '- W qT MICHIGAN -A-�NU --�rC6t %'!2 2 -,rte- •- --261.tSL- in �I- 'on, l on, h - � � PAGES 93-94, F.C.R. �- I N83'S0' "E R4 ,�N - ' o C62 0=I » , N�` .� 338.25 t,° - S69 51 41 W 299.13 ,__ n ( O „ „ 109.66 '� Cfi3 - RECORD DATA PER TRACT No. 3207, WESTERN ESTATES", RECORDED IN VOL. CC o f v 3.93_ -61.17 - 60.00_ 60.00_ fi0.00- 43.15 77 to ' Qo, i1q. 45 `6 C C64 �i 261.73' N♦ 1151°0'PUE 131 o I 38 OF PLATS, AT PAGE 60, F.C.R. 0; ao 10'PUE 74_ 4a M / 1 20.77 o 0 25' w 3 C78 C75 '-�73 43.41 65.00'-_ fi5.00 88.33 9 o C.R. DENOTES CORNER RECORDS ON FILE WITH FRESNO COUNTY SURVEYOR 71 , " N N 0) -, i� 0 m r- C72 3 'n z N89 50 56 E v v� 0 0 0 0 o 0) 000 10 PUE 3 25 , 49 , N a', io 25 • cD I R INDICATES RADIAL BEARING 135.71' 42 ao rn 144 o r 145 0 �i 146 147 148 149 t i 50 in O N Q 14* , o0 00' v i 5 LE z ) o �'� v v o o r to04 ° 0 0 154 �0 155 0 156 ci i 57 / `R3.7 S89 51 41 W I.P. IRON PIPE O v cn z N 151 �.. 152 0 153 o O o p O M v V 0 119.81' W I I 0 72 �-10'PUE N O i m 0 z c_) � ( O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY 123.08' C86 R46 N 95056"E 444.07' V 2 M ( wo i 4 C92..94' 61.13' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 65.69' 65.00' 65.00' 65.00' 65.00' 67.74' R , SEE DETAIL J tD cn F.C.R. FRESNO COUNTY RECORDS 10'PUE ' ' 8 » 16' 31' V5 50 0 73 � 3 60.00 60.00 61.00 61.00 62.00 62.00 87.43 � � •- S89 3018 W ,� 25' w 3 = 3 /0 03 149.76' V m PPUE PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR 6 25 iv ry ., _ _ °' -: -- -/ ! C PUBLIC USE a-- 111.91 =� o Q o o o o o 0 0 0 0 - o- 0 0 0 0 �^ v/ cy� 1 o R44 v 143 0 142 0 141 4 140 4 139 4 138 4 137 '4 o 136 0 135 0 134 `� 133 0 132 0 131 0 130 1 6 / o ♦ PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR PUBLIC USE M � '� 0 0 01O'PUE SEE DETAIL H� cD f 1 I �n o o .- •- � 0 0 0 0 0 0 v- O O Z r r �- r r- r I -00 0 0o c� v m z0 167.87 0 PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE z 51 o CO 74 �a? R47 10'PUE _ 10'PUE z L36 ` •7c S89'30'18"W 214.87' I a 0 �•' ,� _ _ .�. ,�- -- - - •-- *- g LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. 147.20' q !�� 87.51' -61.10'- -60.00 60.00 fi0.00 '60.00 60.00 60.00 60.00 61.00 61.00 62.00 62.00 53.10 �, rn _ I ~ C89 �. N♦ 867.71' N♦ 0 BCM BRASS CAP MONUMENT v SEE DETAIL K _ ST BROWN AVENUE N89 50 56 E 944.91 _ - - _ rto LO � 0 DOC. No. 2005-0210430 o r� z Q m o f - - - J co N45'07'09"W ♦ r' I .,u�►. INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS �52 0� 0 75 0 W\f 1/ N♦ 870.26' N 0 ! `n , " 47' 0 a 17.43 S44 56 05 W 0 o m �Q 56.81' _63.40'_ _..63.40'_ 63.40'_ fi3.40'. 63.40' 63.40' 63.40' _63.40' _63.40'- -63.40'.- 62.40'_ 61.40'_- 55.65' `�6` 25' 16.53' BLUE BORDER INDICATES LIMITS OF SUBDIVISION -�-- cD 107.00' `t t w I �., 10'PUE El L34 w 134 25' 143.77' �' �- Z N t = 53 0 o =t' o v o o a o 0 o O o o o o T.. 2D2-.45' VT- 53 T 1 0 0 76 o i�toI 116 o N i 17 N 118 N 119 N 120 04 121 cv 122 N 123 N 124 Ci 125 cv 126 c� 127 cv 128 o N 129 ' cor "� $89'53'20"W 233.01' 0 000, :� 0 o O o 0 0 0 o O o 0 0 00 m 107.00' N 00 000 0 *- •- .- •- •- •- •- •- *- 0 9 122 ® ! I14* N N - 10'PUE 9' '56"E 913.11' C106 -"WEST BROWN AVENUEM 0, SEE SHEET 2 FOR BASIS OF BEARINGS % 1 10'PUE--i o- .- N8 50 r 1 o '� sr ( 0 o w v • 69.27 63.40 63.40 63.40 fi3.40 63.40 63.40 63.40 63.40 63.40 63.40 62.40 61.40 86.04 77 000, 125.37 SEE SHEET 5 FOR LINE, RADIAL AND CURVE TABLES 54 0 0 = �a, r , r r • 0 0 04 N� 67.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 I 66R50 C101 1 I I cO , » No ( w w C107 25' 25� 100 i M ( 0 100 ,�0 N89 50 56 E _ - 0 N 0 N SEE DETAIL G to I cq 0 10� ocmo 0 0 0 0 0 0 0 0 0 0 0 0 1 N ,02 IAT a; 115 N o 114 113 "• 112 c� 111 0 110 109 0 108 0 107 0 106 0 105 0 104 0 103 0 102 N o 101 r`3 S89'53'18"W io v v- 107.00' 005 0 O N N N N N N CV N CV CV nj N 0 p CV O�_ O ( 99 `© L 0 c0 , . O O O O O O O O O O O O O 0 0 'y N 55 O 78 co 25 25 0 / 145.65 t p °• rn 0 10'PUE (n 10'PUE co 04 cc%1 o M '� ��96, G�=� - 0 0 10 PUE-• { L 10 PUE - o o gg o ( � - . ^94.66 �y'� !�, 54.65 60.00 60.00 60.00 60.00 60.00 LO 60.00 60.00 60.00 60.00 60.00 60.00 60.00 60.00 -56.66 �'S z 0 0`0� 15'LE 00 00 IM �o-6 �� DETAIL H 2 ' , » ( O I 'a,\-� NOT TO SCALE 891.31 N �1 S89 53 20 W o 'r 1 132.00' -� !- N WEST HARVARD AVENUE 966.00 - ._ Sg, o �, o I I DETAIL G , 56 - - -- - """ 108 to 0 NOT TO SCALE �;� N89*50'56"E 1098.00' in 1 c`oo 1051.34' N C92 °�V 98 N z , , , , . , r °' rn 41 70.14 60.00 60.00 60.00_ 60.00_ 60.00'- 60.00_ [-60.00'- 60.00*- 60.00_ 60.00'- 60.00_ 60.00- 60.00_ 60.00'- 60.00_ 60.00_ / 1 O'PUE 1. Lu �. w 10'PUE 10'PUE 2�00 -c99--, 00 ! » - 4) ►.^�' 2 PRINCETv^N AVE. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 d .. `rS3• t SCALE: 1 -- 80' ` V M O O O O O O O 79 °' c� C4 81 N 82 N 83 N 84 N 85 N 86 N 87 N 88 c 89 c4 90 C4 91 92 N 93 � 94 r 95 96 "ooi 'r? 97 71 CV y I I I o 40 80 160 rye o 80 v v- r �- �- r- e- r e-- r r �- e- r r r r 0 � •��� � ♦ v I V ,�� 1 voi N 16' 31' 96t W 70.37' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 179.31' 1 • _ �2s9.s8' -• DETAIL J DETAIL K N89'50 56 E 1316.68 I NOT To scALE NOT To SCALE I I I 4/14/06....04-345/04345FM2.DWG FINAL MAP OF TRACT NO. 5406 "HARVEST " IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA SURVEYED AND PLATTED IN NOVEMBER 2002 BY YAMABE & HORN ENGINEERING, INC. CONSISTING OF FIVE SHEETS SHEET 5 OF 5 CURVE TABLE CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH C21 13'35'12" 45.00' 10.67' C42 4'21'09" 800.00' 60.77 C63 11'0742" 750.00' 145.67' C83 2'04'30" 525.00' 19.01' C104 21`34'53" 150.00' 56.50' Cl 90'08'34" 45.00' 70.80' C22 19'03'00" 45.00' 14.96' C43 3'24'23" 800.00' 47.56' C64 1105'38" 750.00' 145.22' C84 6'3453" 525.00' 60.31' C105 21'30'25" 150.00' 56.31' C2 12*59'31" 45.00' 10.20' C23 1 20'3355" 275.00' 98.71' C44 2'3858" 750.00' 34.68' C65 1009'31" 800.00' 16.18' C85 5'46'16" 525.00' 52.88' C106 9015'12" 125.00' 20.19' C3 54'09'09" 45.00' 42.53' C24 20'3355" 250.00' 89.73' C45 4'39'03" 750.00' 60.88' C66 4'18'17" 800.00' 60.11' C86 0'50'44" 575.00' 8.49' C107 12'19'41" 125.00' 26.90' C4 22'59054" 45.00' 18.06' C25 20'33'55" 225.00' 80.76' C46 4'36'09" 750.00' 60.25' C67 470'07" 800.00' 60.53' C87 6'05'11" 575.00' 61.08' C108 34`13'13" 125.00' 74.66' C5 26035'05" 45.00' 20.88' C26 12'36'13" 275.00' 60.49' C47 2'51'48" 750.00' 37.48' C68 1'19'47" 800.00' 18.57` C88 6'00'03" 575.00' 60.22' C109 34`3353" 175.00' 105.57' C6 152'2822" 50.00' 133.06' C27 7'45'55" 275.00' 37.27' C48 14'44'34" 700.00' 180.12 C69 3'27'42" 700.00' 42.29' C89 1'29'41" 575.00' 15.00' 0110 34'39'30" 175.00' 105.86' C7 35 51 10 45.00 28.16 C28 12 3D 50 225.00 49.14 C49 14!44!34" 725.00 186.55 C70 4 55 54 700.00 60.25 C90 0'20 30 575.00 3.43 C111 14 25 39 550.00 138.49 C8 20'01'10" 45.00' 15.72' C2g 8'03'05" 225.00' 31.62' C50 14'44'34" 750.00' 192.98' C71 2'42'02" 700.00` 32.99' C91 10'23'd0" 575.00' 104.20' C112 2T4fi'00" 175.00' 84.81' C9 6'33'55" 45.00' 5.16' C30 0'11'47" 275.00' 0.94' C51 1'09'08" 700.00' 14.08' C72 1'38'59" 750.00' 21.59' C92 38'49'41" 45.00' 30.50' C113 6'53'30" 175.00' 21.05' C10 47'14'23" 50.00' 41.22` C31 20'40'08" 225.00' 81.17' C52 5'00'16" 700.00' 61.14' C73 4'58'46" 750.00' 65.18' C93 181`43'34" 50.00' 158.59' C114 29'06'22" 125.00' 63.50' C11 56'15'25" 50.00' 49.09' C32 20'32'31" 250.00' 89.63' C53 4'56'230 700.00' 60.35' C74 4'2753" 750.00' 58.44' C94 53'01'09" 45.00' 41.64' C115 3015'28 0 125.00' 7.11' C12 48'58'34" 50.00' 42.74' C33 20'32'31" 275.00' 98.59' C54 3'38'47" 700.00' 44.55' C75 0.37'03" 750.00' 8.08' C95 12`41'25" 45.00' 9.97' C116 21'06104" 175.00' 64.45' C13 32'38'12" 45.00' 25.63' C34 7'48'35" 275.00' 37.48' C55 3'24'48" 750.00' 44.68' C76 4'37'49" 750.00' 60.61' C96 40'19'44" 45.00' 31.67' C117 1377'49" 175.00' 41.12' C14 155'08'53" 50.00' 135.39' C35 12'36'10" 275.00' 60.49' C56 4'36'25" 750.00' 60.30' C77 4'35'36" 750.00' 60.13' C97 51048'38" 50.00' 45.21' C118 34'33'53" 150.00' 90.49' C15 32'38'12" 45.00' 25.63' C36 14'25'39" 550.00' 138.49' C57 4'39'32" 750.00' 60.98' C78 1'17'14" 750.00' 16.85' C98 57`48'34" 50.00' 50.45' C119 34'39'24" 150.00' 90.73' C16 23'16'19" 45.00' 18.28' C37 14'45'58" 800.00' 206.17' C58 2'03'49" 750.00' 27.01' C79 14'25'39" 525.00' 132.20' C99 57'48'34" 50.00' 50.45' C120 2017'34" 125.00' 5.00' C17 9'21'53" 45.00' 7.36' C38 14'45'58" 775.00' 199.73' C59 11'0742" 800.00' 155.38' C80 10'43'30" 575.00' 107.63' C100 14'17'48" 50.00' 12.48' C121 17'13'58" 150.00' 45.12' C18 55'16'22" 50.00' 48.23' C39 14'45'58" 750.00' 193.29' C60 11'05'38" 700.00' 135.54' C81 10'52'02" 525.00' 99.58' C7 01 7'13'24" 175.00' 22.06' C122 4'16'27" 150.00' 11.19' C19 51'03'44" 50.00' 44.56' C40 2'41'40" 800.00' 37.62' C61 11'07'42" 775.00' f 50.53' C82 14'2539" 575.00' 144.79' C102 21'3453" 125.00' 47.08' C123 34'39'24" 125.00' 75.61' C20 48'48'47" 50.00' 42.60' C41 4'18'46" 800.00' 60.22' C62 11'0538" 725.00' 140.38 1 C103 21"30'25"1 175:00' 65.69' C124 20'32'31" 250.00' 89.63' C125 0'07'46" 275.00' 0.62' UNE TABLE RADIAL TABLE_ UNE LENGTH BEARING UNE LENGTH BEARING UNE BEARING UNE BEARING LINE BEARING L1 16.52' N45'07'33"W L28 20.34' N00'02'12"W R1 S12`4948"W R21 S11'57' 7"W R41 N87'57'42"W L2 16.53' N44'52'24"E L29 17.44' N45'05'06"W R2 S66'58'57"W R22 S07'18'14"W R42 N81'22'49"W L3 17.46' S44'50'47"W L30 17.45' S45'04'53"E R3 N70006'26"W R23 S02'42'05"W R43 S76'27'17"E L4 17.45' N45'08'39"W L31 17.46' S44'54'44"W R4 N69'13'06"E R24 S06'50'43"W R44 S82'3228"E L5 '16"W R5 N12'57'41"E R25 S02'31'57"W R45 N8670'03"W 17.45' S45'09'30"E L32 17.47 S44'55 L6 17.47' S44'54'17"W L33 17.44' S45'04'44"E R6 N36'00'53"W R26 S01*06'51"W R46 N75`57'03"W R7 S12`38'17"W R27 S00'59'08"W R47 S86'28'35"E L7 17.45' N45`04'44"W L34 6.19' N00'06'40"W L8 17.44' N45005'26"W L35 87.52' N00'06'40"W R8 S00002'04"W R28 S05'17'25"W Rog S88'32'31"E L9 17.45' S45'04'53"E L36 4.64' N00'06'40"W R9 N23'06'36"E R29 S05'42`27"W R49 N72'39'16"E U O 17.47' S44'55'15"W L37 16.93' N69'35'48"W R10 S22'47'53"E R30 S10'20'16"W R50 577'38'07"W Li 1 17.45' N45'06'04"E L38 23.64' N69`35'48"W R11 S73'51'37"E R31 S09'37'32"W R51 S82'44`24"W L12 16.36' S55'11'31"W L39 3.62' S00`01'09"E R12 S70'54'48"W R32 N07`29'37"E R52 N77'16'27"E L13 20.03' N34'4749"W L40 106.58' S00'01'09"E R13 S12'21'07"W R33 S06'29'26"W R53 S88'45'41"W L14 17.467' S44'5428"W L41 28.31' S45'04'22"E R14 S12`3537"W R34 N01'30'40"E R54 N33'2545"W L15 17.46' N44054'54"E L42 9.51' N77'59'23"W R15 NO3'30'28"E R35 NO2'33'43"E R55 N24-22'49"E L16 17.45' N45'05'58"W L44 60.03' S01`55'42"E R16 N03016'29"E R36 N89640'23"W R56 N00'00'33"W L17 17.44' S45'06'17"E L45 31.69' N89'52'24"E R17 N07'52'54"E R37 N76'33'20"W R57 N13'27'07"E L18 17.78' S46'34'01"W L46 16.53' S44'5432"W R18 N08'26'51"E R38 S62'09'33"E R58 N20'38'59"E 1-19 17.19' S43'28'35"E L47 16.53' S45'04'04"E R19 N12'32'26"E R39 S58'43'10"E R59 S89`57'48"W L20 17.46' N44054'05"E L48 16.53' S44'56'05"W R20 S11*11'52"W R40 N87'49'06"W L21 17.47' S4455'50"W L49 43.33' N76'20'28"E L22 17.45' N45'05'38"W L50 24.70' N76`20'28"E L23 17.46' 54405447"W L51 36.00' N89'51'41"E L24 17.46' N45 07'09"W L52 16.84 N00*01'09"W L25 20.29 N44 50 59 E L52 6.84 N00 01 09 W Q LZfi 17.45' S45'0T52"E L53 6.84' N00001'09"W L27 16.93' S40'53'46"W L54 72.03' N76'20'28"E 0-4-� 4/14/06 04-345/ 04345FM2.DWG