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HomeMy WebLinkAboutT-5269 - Map - 3/28/2006 i I FINAL MAP OF RAC 5269 i SURVEYOR'S STATEMENT OWNER'S STATEMENT THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND ��„A D ANY RECORD TITLE TENTATIVE MAP a5 SSG IS TRUE AND COMPLETE AS SHOWN. THE MONUMENTS ARE OF THE THE UNDERSIGNED, BEING ALL PARTIES HAVING N PHASE;�OF VESTING TEN INTEREST IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THEY WILL BE SET IN ��,� PSG E. THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER FOR THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS DEDICATION FOR PUBLIC USE THE PARCELS OF LAND, STREETS AND RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE I ON SAID MAP C INTENDED FOR PUBLIC USE FOR MONUMENTS ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE EASEMENTS SPECIFIED !� THE PURPOSES SPECIFIED THEREIN. RETRACED. EXPIRES: 12-31-os DER MY DIRECTION, AND IS BASED * o. 7680 THIS MAP WAS PREPARED BY ME OR UN N UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE COPPER RIVER RANCH, LLC `S�9 IN THE CITY OF FRESNO SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF COPPER Cfi OF CALF A CALIFORNIA LIMITED LIABILITY COMPANY RIVER RANCH, LLC ON, NOVEMBER 2004, 1 HEREBY STATE THAT THIS FINAL FRESNO COUNTY, CALIFORNIA MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. BY: CONSISTING OF 6 SHEETS FARID ASSEMI, PRESIDENT DATE SHEET 1 OF 6 SHEETS CRAIG E. BAUM, LS 7680 EXP. 12/31/06 DATE COPPER RIVER DEVELOPMENT COMPANY, INC. A CALIFORNIA CORPORATION BY: VICINITY MAP DARIUS ASSEMI, PRESIDENT DATE CITY ENGINEER'S CERTIFICATE I, MICHAEL T. KIRN, PE, PLS, CITY ENGINEER OF THE CITY OF FRESNO, DO P� HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION RD SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED � TENTATIVE MAP, AND AN APPROVEDALTERATIONS ACT ANDOLOCALEREOF, THAT ORD ORDINANCES ALL � NOTARY'S ACKNOWLEDGEMENT PROVISIONS OF THE SUBDIVISION APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN STATE OF CALIFORNIA COMPLIED WITH AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY S.S. CORRECT. COUNTY OF FRESNO �o y MICHAEL T. KIRN, PLS 7609 ON THIS----DAY OF 2006, BEFORE ME, THE UNDERSIGNED A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, TRACT N RESIDING THEREIN, DULY COMMISSIONED AND SWORN, PERSONALLY v. 5269 BY- DATE APPEARED =_ DEPUTY ix PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF s _ - ,:;.:: -= SATISFACTORY EViDENCE� TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO z THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS SIGNATURE ON THE COPPER EAST AVENUE INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. CONSULTING LAND SURVEYOR'S STATEMENT NAME: COMMISSION EXPIRES: I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. LEGAL DESCRIPTION SIGNATURE: COMMISSION NUMBER: URS CORPORATION AMERICAS OUTLOT "V" OF TRACT MAP Na 5205 "MIRABELLA" RECORDED IN BOOK OF 3440 VINCENT ROAD, SUITE C COUNTY: PLAT MAPS, PAGE . FRESNO COUNTY RECORDS. PLEASANT HILL, CA 94523 i NOTARY'S ACKNOWLEDGEMENT ROBERT W. ABBOTT, LS 6071, EXP. 12/31/07 DATE ACTING FOR THE CITY OF FRESNO STATE OF CALIFORNIA S.S. COUNTY OF FRESNO SOILS REPORT STATEMENT ON THIS-----DAY OF _ 2006, BEFORE ME, THE A SOILS REPORT HAS BEEN PREPARED FOR THIS SUBDIVISION BY KRAZAN & LIC IN AND FOR SAID COUNTY AND S UNDERSIGNED A NOTARY PUBTATE, ASSOCIATES INC., PROJECT No. 012-0501.8, DATED OCTOBER 4, 2005 AND IS ON RESIDING THEREIN, DULY COMMISSIONED AND SWORN, PERSONALLY FILE WITH THE CITY OF FRESNO. CITY CLERK'S CERTIFICATE APPEARED WN TO ME OR PROVED TO ME ON THE BASIS OF I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION KNOWN 5 APPROVED THE WITHIN MAP AND PERSONALLY N ADOPTED ._ 200 , SATISFACTORY EVIDENCE) TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO N0. THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE ACCEPTED ON BEHALF OF THE PUBLIC ALL PARCELS OR LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS SIGNATURE ON THE THE OFFER OF DEDICATION. INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. DATED: REBECCA E. KLISH, CMC, CITY CLERK NAME: COMMISSION EXPIRES: OUTLOT USE AREA A OPEN SPACE 0,10 ACRES BY. RECEIVED SIGNATURE: COMMISSION NUMBER: B OPEN SPACE 0.02 ACRES DEPUTY C OPEN SPACE 1.84 ACRES MAR 17 2006 COUNTY. D OPEN SPACE 2.25 ACRES E OPEN SPACE 0.66 ACRES CITY CF s RESNG 1.r LJ 1NC PLANNING COMMISSION CERTIFICATE RECORDER'S CERTIFICATE 1, NICK � Y� SECRETARY FFRESNO THIS CITY PLANNING COMMISSION, DO HEREBY ERTIFYTHAT IHAVE EXAMINED MAP, THAT THE SUBDIVISION Prepared by SHOWN CONFORMS TO, AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE DOCUMENT N0. MAP AND REQUIREMENTS IMPOSSED BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. PROVOST& FILED AND RECORDED THIS DAY OF _ . 2006, PRITCHARD AT- MINUTES PAST O'CLOCK OCOUNTY RECORDSU AT THE OF NICK DATE: GROUP PLATS, AT PAGES __ FRESNO REQUEST OF PROVOST & PRITCHARD ENGINEERING GROUP, INC. YO - SECRETAP. RY ARY OF THE FRESNO CITY las WEST CROMwELL AVENUE PLANNING COMMISSION FRESNO, CALIFORNIA 93711-6162 FEE $ _ 559/449-2700 FAX 559/449-2715 DATE: 3/10/06 ROBERT C. WERNER, COUNTY RECORDER JOB NO.: 14100469 DRAWING NO.: 20050497 I BY: DEPUTY 1 j FINAL MAP OF N. 1/4 COR.11-12/20, FD in 1 1/2" I.P. IN WELL, 14" N DOWN, ACCEPTED PER CR 3832 W. 1/4 COR., 12-12/20, co N FD 1" I.P., 6" DOWN, NO TRACT 5269 TAG, PER (M5) r I PHASE i OF VESTING N89'16'41"W 5373.77' _ TENTATIVE MAP 5205 2697.87 1337.95 / 1337.95' W. 1/4 COR.11- C. 14 COR. 12/20, FD 1" I.P., 11-12/20 "MILANO" v' DOWN 1.5', TAGGED IS cJ' HJT L OT E TRACT 1\/1A P N o. ?� 5510", ACCEPTED PER CR 5861. 5205 M I RA B E L I A " E3K.J J J IN THE CITY OF FRESNO ni- '28 55 E S00 ' " FRESNO COUNTY, CALIFORNIA 122.81' f; SHEET 2 OF 6 SHEETS yNoi w N S17'54'07"W 94.83' PARCEL D LLA D4--03 -`` DOC. 200 .28 1 28 9 r= � No. PARCEL H LLA 04-03 O.R.F'.C. DOC. No, 2004289 279 r O 40 J O ..:..::... 0 i CO 0 v . o) .- - - 0 O HJT L OT V N �Qh� i' N69'22'27"E -y" `r' R=150.00' 2 98.40' . ��' TRACT MAP No, 5205 L=164.89' ! DELTA 62 59 0 CIDn / ._ x�it[ I F.V.R. ,{ _ o 1. N12 43 -'' y -�` fHTSCALE I N FEET N76'34'37"E ' G v - ' fqh72.81' O U T L O T A O� - ' = 0 50 100 200 --'� 00 w_ -- T L O T D '� ' - O U N '`� -' � LEGEND OUT 3: -4, I - LOT F' I d' P I �n 'f P.E.D. PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION EXISTING PUE AS t An SHOWN ON TRACT \ . a25 MAP N0. 5205 \ - - 1 } r 4 P.U.E. PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION d- - , MIRABELLA o o ��, �� . --`' OUTLOT E d- O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY F.C.R. o r� ~ I �'" o INDICATES SUBDIVISION BOUNDARY Tin • PREVIOUSLY DEDICATED PER TRACT MAP No. 5205 - - S 2 W E Q 13.67' R=1047' } COPPER RIVER RANCH BK. PG. F.C.R. TLL==253-84, O T O U1 3.5327" N89 25'01"W 291.60' (R) INDICATES RADIAL LINE . .- EL T A i.,• _.d. :.:: .:t e nn:_ ..m 'C 14t1'_y19�3+} F' IP:d5.l!+!, v ,�`. .'-•m—.--.m,:.,.. ...,:..:.,,.. •... .....:. __. .,,.m. D ::.;.1:.I. ....i.__ ...._ :1 Pa ,h AVENUE �fC S3 oI r. r 0 rq, 8 ,' R-1 923-00' 47' j -1 8-35'2-0 ilNOTEI DELTA - EP. : Ea O ' R V _ 0, ALL MEASUREMENTS ARE MEASURED AND 47' EAST "' `° a:. RECORD UNLESS OTHERWISE NOTED. - _ 00 R=15o.0�' 00 BASIS OF BEARINGS L=1 22.32 REC. DDC. No. THE SOUTHERLY LINE OF THE SOUTHEAST 1/4 OF SEC. 11-12/20 AS R=553.00' DELTA=46'43'25" 20040291145 0.R.F.C SHOWN ON TRACT MAP No. 5205 "MIRABELLA*, RECORDED IN BOOK OF L=63.32' j.e PLAT MAPS, PG. FRESNO COUNTY RECORDS, TAKEN AS NORTH DELTA=6'33'37" 68'14' 41" EAST. ,r. 2 I Prepared by N.W. COR. 13-12/20, FD SCOTT f MCKAY MON., 18" DOWN, NO TAG, P OVOST& f ACCEPTED PER CR 5860 PRITCHARD t I ' 1347.75 �. 1347.75' "• ++ _ 286 WEST CROMWELL AVENUE N. 1/4 COR. 14-12/20, S89'2501 E 2695.50 JID FRESNO, CALIFORNIA 93711-6162 VFD 1" I.P., 8" DOWN, NO TAG, 559/449-2700 FAX 559/449-2715 ACCEPTED PER CR 5859. DATE: 3/10/06 JOB NO.: 14100469 i DRAWING NO.: 20050513 E i LEGEND BASIS OF BEARINGS FINAL MAP OF THE SOUTHERLY LINE OF THE SOUTHEAST 1/4 OF SEC. 11-12/20 AS P.U.E. PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION Q PREVIOUSLY DEDICATED PER TRACT MAP No. 5205 "COPPER SHOWN ON OFAPLAT MAPS, PG.T MAP No. "COPPER -,� RESNORCOUNTYRECORDED ORDS, IN TRACT 5269 O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY RIVER RANCH BK. PG. - F.C.R. TAKEN AS NORTH 68'14' 41" EAST. PHASE I OF VESTING TENTATIVE MAP 5205 L.E. LANDSCAPE EASEMENT INDICATES SUBDIVISION BOUNDARY j (R) INDICATES RADIAL LINE "MILANO" INDICATES EXISTING PUBLIC UTILITY EASEMENT INDICATES RELINGQUISHMENT OF ACCESS RIGHTS PAROL D LLA 04-03 DOC. No. 20040281281 O'R.F''C. IN THE CITY OF FRESNO FRESNO COUNTY, CALIFORNIA PAROL B LLA 04-03 PAROL D LLA 04-•05 CURVE TABLE RADIAL TABLE : DOC. No. 20040281279 DOC, No. 200 •028272 7 3 ; 2 CONSISTING OF 6 SHEETS CURVE RADIUS LENGTH DELTA LINE BEARING c1 1000.00 108.74 Q61348' ' " R2 Sl 9'58'38"E O.R.F. °'R'F'C' 55"64 SHEET 3 OF 6 SHEETS C2 1829.40 427.83 13'23'58" R18 S13'37'21"E ,> , 7 •2 EXISTING C3 1829.40 168.61 5'16 51 R36 S00'33 38 E 34 a �, �\ 72'43,- C12 1923.00 49.99 1'29'22" R50 S61'27'37"W762 g1' �h SSS ASO S' 4g.g6 0 PUE o �'cr C16 20.00 33.77 96'44'20" R51 S03.16' 01 "W �' �r r C17 1810.80 40.73 1*17'19" R52 S0516'52"W o 107 C18 1810.80 49.79 1'34'31" R53 S07'44'11"W co C 89, O L TA�2 59'01„ 31 51 Z a'' \0 `r _ �., C19 1810.80 49.79 1'34'32" R54 S45'42'25"W 192 C20 1810.80 49.79 1:34'31, R55 N38'03 42 E �h� C1 91 C190 of 6, 1 OGr �u; C21 1810.80 49.79 1'34'31 R56 S26'32 53 W o Ln o, �; I V -� � SCALE IN FEET O O m r (rj C22 1810.80 49.79 1'34 32 R57 N07'16'54"E `�' a� o i� - oo ? �`'- 105 a? R 58 S14'13'49"E x,0 1 0 0 101 'n °' cn co 10 4 w W X153 C23 1810.80 45.25 1'25 53 00 _ r- � 6 „ s " o " , r 10 2 N `° 10 3 N o N � - �$ 0 25 so 100 C24 20.00 34.99 100'14 51 R59 S16'34 48 E 9.40 o rn N o, C25 20.00 29.15 83'30'55" R75 Si 0'56'21"E Nv. clq C146 co m w m .25' C26 1018.60 40.68 2'1 T18" R76 S01'55'05"W C145 51 5 05 R77 S02'56'S9"W ---�, \� 56 PUE C1 43'6* p�2 C5 C27 1018.60 47.54 2'4026„ ,� 1 78 C150 0530Gal C28 1018.60 47.54 2'40�26.� R N66 06 39�E C1 4g _,1 pp0. •36 E C29 1018.60 47.54 2'40 26 R79 N36'04 30�W _j C1 47 C1 48 O p R 1 V E „ R N7 IV g3 C30 1018.60 47.71 2'41'01" R80 S09'41 06 E ` S82 27 20"IE 89.5g� _ R7g�� 18.6' EAST V I A P O R T O F I 02' Q 19'11 4 75 \ C34 Y, �. C31 1018.60 39.79 2'14 17 R81 S12'47 09 E o a cp L=335. C32 1828.00 60.51 01'53'48" R82 N14'23'56"V1I o �� R-1000.00 C2 \ \ �a 6 2 C33 20.00 29.37 84'07'59" R86 S80'24'12"W v O 18 6 O U T L O T C501 C2�- C25 6' ?, q- No C g. o , n Z C34 20.00 32.19 92'12'46" R87 N11'14 08 W = 99 �- ...► �- 30 C2 Z \ 2 0 \ C35 1018.60 38.24 2'pg'p4" R88 N11'14'08"W ' N8 .J Q 'S C 1 C ___ Z 0 \o N Oar \ EXISTING �r t,i 2 27 20"yy z o cn �'- cA o, Z ?� No PUE C61 1810.80 42.03 1'19'48" R89 S77'07'32"W li 77�'-; co 6, o cn J o \�, o �'o J1 r\ 00 _ 1 C62 20.00 28.71 82'1513 R91 N12'01'40"W N=r o C1! CP. \�N Nr C122 1848.00 52.03 1'36'47" R102 S09'26'51"E co 1 '�` 0 18'6 � cn o o'- a \ 26 ui z w w co cn 4 � �" \ o L a ,-560 » 1 0��� _ o � c9 rn � z � rn 57 0 "o C123 10.00 15.42 88'21 40 R103 S13'01'24"Q 1 d- ►n 1 2 w r 71 71 ts7 1 N p `D o c »E 8' LE �. C124 1923.00 9.55 0'17 04 9 8 � _ -- \ "v Ki 51.30 Ng1'08 5S ao 7 0 C125 1047.00 23.39 1'16'48" o o r N8 » 51.16 77 \ '47'16" 4 d- 2'2 7'20 VV 1 � � � � � 51.07N83'04�4 4 E 53• \ � ao ��rn C132 1923.00 60.01 1 cv„' , 69.90 49.94 N84-146'12 E 29.79 \ L 7 s 1 •"�' 77 0p X34 S89'57'51"E N88*07'28 E N86 27 26 E 26.21 21.51 cn N C133 1923.00 60.01 1'47 16 1 o '`' 28.29 22.78 24.95 , 0 8 LE� 88'21 40 1 0 o 52.68 30.51 cn 17.94 00 \ Z r\ C62 C134 10.00 15.42 z d- Lu LL, J U, t \ ,� C135 1848.00 55.70 1'43'37" M -1 o o ! 17.22' 0 19.44' o con, J �;, ` 0 C136 1848.00 51.72 1'36'13" "7 0 •- �" �, o N w �' 7 \ ,� raj°' N o � �, �' 8 v► �; \ C61 C137 1848.00 51.72 1'36'13" t r N82 27'20»W z r� i� "� '� 00 w cn o W 9 �° r i C138 1848.00 51.72 1'36'13" �' 77.00' z z �13 N � 12 P 0 11 s �`'- 10 `� m r -- C3 rn C139 1848.00 51.72 1.36�13�� 18'6 ,,� v rri 56' , _ C23 G " 1a 6' 0526 C140 1848.00 51.72 1*36'13" LINE TABLE tk o PUE C141 1848.00 51.71 1'36'12" LINE BEARING LENGTH n� C C21 I,,,_ 0122 R� C142 1848.00 51.72 1'36'13" L19 N76'41'32"E 13.67 " #` 9 z 6 1 7 ClC503 4g" X�S�ING POE ,r, I C143 40.60 25.57 36'05'03" L20 N70'59'36"E 41.59 V E _____ �_1 B.40 E r' rn Z R8y . , w D R _...., 44 C144 40.60 32.87 46'22 50 L29 N51 58 54 E 35.00 ;L, C32 L3Q EAST 18.6' VIA B E L L A G I O C2 40 L=596' w T' o W R=1829 1 C145 20.00 20.44 58'33 59 L30 S87'06 59 E 24.47 Rc,1 r� C135 rn C1461 981.40 17.67 1'01'54" L31 N82'27'20"W 29.59 C147 981.40 49.81 2'54'28" L32 7' '4 "W 20.00 Cl o O 18.6 O U T L O T C+ C527 C1 37 C---- cn �`bQ .- 50' 8 5 C148 981.40 51.88 3'01'43" L33 SN03'6'01"E 20.00 C1 4 Cl 41 C1 40 C1 39 8- -- 5p' C123 L19 C149 981.40 51.85 3'01'37" L34 37.32 0 1 R88 `ate C 25 i N 7 7'47 37 W ;a� o �S cJn C150 981.40 52.35 3'03'23" o © �' 8 7 0 0 • CA C151 981.40 70.72 4'07'43" 5 o O �"' 000 Ln '0 M 8 8 m C134 g12 o �,, Co.� N 89 i o _ r 9 0 C152 981.40 40.25 o 0 FZ rr► 2'20'59" `n 9 4 9 2 o f 91 00 m c46 1 N 3 c2p3 0 C153 981.40 51.63 3'00'51" ; n ,� r o r rri rn C155 150.00 20.02 7'38'43" o C C1 C124 .Q C190 150.00 16.59 6'20'15" 5. 52 1.94 o Cl 9 C2 0 ,: N -► 0 5 ;, C191 150.00 47.70 18"13'15" 1 1 9 1 97 1 - y� o ..:.::_._ .:... -_Ill.,.u;� ne „r�rlm r __ s�.e,.�f i1 7, � C192 150.00 50.44 19'15'59„ .` :::. 1 _- ��.� = ,:, ��.5 1 . � .�., ,�r... �'Y..1a ' . z-� _�1�: { .: a t _ a ter: 1» A. I ,'�� a".;_;�;. n � r:$� ' (`2 �' I..�r.. .:.H9Wk?:Xy_F,.:�ilu.,� L_.T.. 4,.�d„ek,� .'1' 11 C193 150.00 30.14 11'30'49" R :t30 �R-1 923.00' L�23.90' DELTA--18.35 2 1 C194 1923.00 67.60 2'00'51" C1951 1923.00 53.82 1'36 13 N U , K pVE C196 1923.00 53.81 1 3612„ EAST RIVERBANK V E R B A N o 3.00 53.82 - 45.71 0=1 8'46'48"_--- -------------- a C197 192 13613 R 1970.00 Lei C198 1923.00 53.82 1'36'13" R=1970-00, L=716-97' A=20S1 1'0 C199 1923.00 53.82 1'36'13" C2001 1923.00 53.82 1'36'13" C201 1923.00 53.82 6'13" 20 1 3 C202 1970.00 71.26 2'04'21" C203 1923.00 120.02 3'3432" Prepared by NOTE OVERALL CURVE TABLE CURVE RADIUS LENGTH DELTA A. SET 3/4" X 30" IRON PIPE, DOWN C. REAR LOT CORNERS THAT ADJOIN E. REAR LOT CORNERS WHERE PROVOST& C501 1018.60 270.79 15'13'54" 0.5', TAGGED "LS 7680", AT ALL TO GOLF COURSE PROPERTY ARE RELINQUISHMENT OF ACCESS IS NOTED C503 1810.80 334.91 10'35'49" LOT CORNERS, BLOCK CORNERS, MONUMENTED AS WITNESS CORNERS ALONG EAST RIVERBANK AVENUE ARE PRITCHARD ANGLE POINTS AND CURVE POINTS AT THE INTERSECTION OF THE LOT MONUMENTED AS WITNESS CORNERS AT _ GROUP C505 1018.60 69.85 3'55'45" UNLESS OTHERWISE NOTED LINE AND A LINE PARALLELL WITH THE INTERSECTION OF THE LOT LINE C526 1848.00 120.32 3'43'49" AND 0.2 FEET FROM THE REAR LOT AND A LINE PARALLELL WITH AND 3.00 286 WEST CROMWELL AVENUE C527 1848.00 417.75 12'57'07" B. ALL MEASUREMENTS ARE MEASURED LINE AND ARE MARKED BY LEAD & FEET FROM THE REAR LOT LINE AND FRESNO, CALIFORNIA 93711-6162 C530 981.40 423.16 24'42'18" AND RECORD UNLESS OTHERWISE TAG, TAGGED IS 7680" ARE MARKED BY A 3/4" X 30" IRON 559/449-2700 FAX 559/449-2715 06 NOTED. PIPE, DOWN 0.5', TAGGED "LS 7680" DATE: 1410 46 JOB NO.: 14100469 D. RADIAL BEARINGS SHOWN ON MAP DRAWING NO.: 20050498 INDICATE NON-TANGENT CURVES. I I r, FINAL MAP OF CURVE TABLE CURVE RADIUS LENGTH DELTA = TRACT 5269 C3 1829.40 168.61 5'16'S1 :. C4 600.00 43.57 4'09'40" cs 600.00 162.73 15.32'21" __ -r 0° y o � PHASE I OF VESTING TENTATIVE MAP 5205 C6 600.00 98.09 9.22'01" LO 118 �+ z .••�1 "MILANO"C7 3000.01 52.76 1'00'28" _ » 04-03 o� C8 3000.00 110.48 2 06 36 PAROL D LLA 04-•03 cA� C35 1018.60 38.24 2'09'03" DOC. No. 20040281281 L=t��pp Z oc117 � .:. C36 1018.60 31.61 1'46 41 O.R.F'.C. C37 981.40 32.69 1'54'31" 11 s IN THE CITY OF FRESNO C38 981.40 48.02 2'4$13 FRESNO COUNTY, C39 981.40 20.25 115 '� / rE CALIF C40 2018.60 27.85 0.470'26" a4 N, a,,�, Rs3 -�'�G�65 �� 6a 2'2� CONSISTING OF 6 SHEETS "E 9,r,,, '� 1 1 4 C41 2018.60 48.05 1.21 50 22� _. y s s 6� SHEET 4 OF 6 SHEETS N C42 2018.60 48.01 1'21'46" N6g 2 -. 48 0 0. pEL C43 2018.60 36.87 1'02'47" 69 14.70' UQ 113 C44 20.00 31.55 90'22'54" r 35 o 6162 /pp �� j C45 20.00 31.11 >, r r, 112 '� ,2000' 1 �2 \c'o 89'07 25 Q 60 / 6� R G 6 0 C46 2981.40 37.31 Q'43'01" 4$'�5 N N G1 a$' N r n r ' �+ �r V C47 2981.40 48.00 0'55'21 12.35 /��6p �1 fl2'„ GAS/ cp Q p. h' C48 2981.40 39.14 0'45'08" ..:..........4�66 y 111 �5 G p pp�53,4p _ 4p � o. C49 618.60 8.87 0'49'18" �',. �, �. / �. �1 pp -�P�5 g G 25 �' 0.1! C50 618.60 48.03 4'26'55" -' `s 11 O °$" G51 g, cp No, W� LINE TABLE C51 618.60 44.23 4'0549" y N o.. O� /, G3/ a. Z 2 4 �, 0. , „ � p v� O ,- �,�. � 6,,No �, \ � � LINE BEARING LENGTH C52 581.40 4.04 0 23 5,3 1 109 /�a 0 = '( G3� o o �: pp O Z `'. L1 17.40 C53 53 581.40 48.20 4'45'a1" �, �: / $1 O �,O 6,N 23 N 5�' O N 68'14 41t�E o c,� �z PVE' /0 �'�N 22 NO �OV� �2 o c°' �. , 6,`'--� �! • L2 S68'14 41 W 15.32 C54 581.40 48.02 4 43 55 �; 108 56 �$4 �� �' 2 2 C55 581.40 48.15 4'44'44" rn_ pg•1 -�O $1 �a 02j �,, Z �$Op �'cA�r J1 6'. L4 N21:45�19W 113.54 / S R 2 , cS C' 'y \ L5 N 21 45 19 W 47.81 C56 581.40 9.27 0'54'48" �` = 0 Q O �1 Z B� / `0 21 No. �� \ C57 618.60 39.01 3'3649" 14.46 ��4 ` P ,���� 22°� p2 o N Nsbz0. . �$�p `j_ Z` LO C58 618.60 5.91 26 0'32 50 S"� $� ,- 2 p C59 1810.80 42.22 1,20;09" �` �• P 0`Z/ �'.? �, 48 3 43 o'0 0. C60 1810.80 49.23 1 33�2$�� 53 r / o y 1 g o0, �8 pp' . I2ro 3g Q0 27 C63 20.00 30.53 87 26 52 G� 6 p2 s �, N 1p 36 -> �? o RADIAL TABLE C80 20.00 32.24 92'22'14" �$ _ �$/ o'a, 1 8 o �� p0 S > �, 2 8 Nom' C104 20.00 31.93 91'27'49" 6 �,N N. n�8 o o / 6 LINE BEARING �B• o Z t, R8 G4 R2 S19'S8'38"E C105 20.00 23.62 67'39'42" G5p5 G"��°i/ cp -7 No, '?t p0 Ncs`. 29 �- / R3 N19'50'47"W C106 10.00 15.71 90'00'00" G35 6, y 17 N, 4g' �9 G�� R4 N17'02'34"W C107 40.60 13.32 18'47;26; '� / N0. P's , N 30 C49 $ / G$ R5 S16'39'05"E C108 40.60 27.16 3819 40 y 16 - �� 'A�� 4 R6 S18 00;55"E C109 40.60 7.47 10'32'36" No �, iN / Clio 20.00 28.14 80'36'06" �'� 0 �: i 1 0- / p �• ,,� R7 S19 22 41 E C111 581.40 40.33 3.58'28" y 15 6 0� o,� N 'A,� G5 G� .p$4"I R8 S2012'08"E 6' 9 32 o C52 3 Nip �g , - R9 S19*16'47"E C112 581.40 52.03 5.07 41 r, o $,,� R10 N19'20'57"W cp C113 581.40 21.15 2 05,02. U; N6 '_, 3 3 � 56 P� R�2 6 1 1.80 'l► R11 N23'47'51"W j C114 618.60 3 2 56 44 sy, �� G 1 �! O C115 618.60 47.25 4'22'34" � �z � � 34 c9 / � � 6525 j M „� � R12 S27'29;47;�E o� �'� ♦ r7 A R13 S22'44 46 E C116 618.60 47.25 4.22;34„ (n $�1 �W �, c0 `3 G G1� ��� � C110 �\y <� R14 S18'00'51"E C117 618.60 41.47 3 50 29 35 0.� R� / 4 -� �� R15 S12'21'19"E c118 581.40 6.57 0'38'50" U o d, C56 ^ A O G � 56' PUE cS` < 5 LE �- o' M / 1 A C7 �� o� �'y Q` R16 N15'58'08"W C119 581.40 35.65 3'30'49" 3 6 (b Rr G5 p► VO s o 78 _ _ R17 S15'1 O'49"E C120 1848.00 14.85 0'27'38 �'�, S 55 `� 00� G�1 .'0 c3: ` ty i C�jOs 39.06 R18 S13'37'21."E C121 1848.00 53.43 1'39'24" �p C58 -1 G5 / cp. o, 7 7 C126 1047.00 55.64 3'02'42" �1j -'�' 6515 _ V 1 p► Ar G�15 C113 d'o 7 9 C109 -� - R31 S19'22'25"W 9 G52 ' '0 , R32 S57'42'05"W C127 1047.00 51.08 2:47'43" W �j� �. C5 p► S T 6 '� 5�6g, �s2 O T L O T E R33 N12*21'25"W C128 1047.00 48.96 2 40'46" G60 Gq C� / s g 69 M`�' S89'25'01'�E R34 N20'40'S8"W C129 1047.00 57.46 3 08 39 G5�6 6' S / �� �s =�y 10 38.92' R35 N25'48'38"W 0130 1047.00 17.30 0'56'49" SCALE IN FEET �$' c52 c� y 2 op �� ,� C153 981.40 51.63 3'00'51" G3 - G1 g c'o, srn, 8 5 56$ 4 �"� R37 S1316'07"E �/0 C118 ? LA �s (6'_ w C107 w R60 N20'05�13W C154 981.40 37.02 2'09'40" '� 6= 6526 1 °_ N - a) - R61 N17'22 59"W C160 1018.60 29.66 1'40'05" 0 25 50 100 �$ G�2 C120 ? �'� 1 '' �` in "' R62 ^� 8 2 r cP -7 7 �r S16 28 20 E C161 1018.60 48.07 2'42'14" m Z a, �• '� �� o. N / d r` :'� „ 6, Q ca cr a' o 00 7 6 O � R63 S17:51'53"E C162 1018.60 27.06 1'31'20" Z82 0. •� 83 �'' - 6, o °D z R64 S191518 E C163 1981.40 21.15 0'36'41" o -= 84 - �� z = __ r' `' C106 o,�O R82 S14 23 56 E C164 1981.40 48.16 1'23'33" W Q cA� �� �� C, 1 1 9 1 3 44.3 48.88 96.39 42.0 ' �S R83 S16'03 20�E C165 1981.40 48.08 1'23'25" w 'S 4 �' _ _ , �9 = __ AA A C166 1981.40 48.03 1'23'19 N. tO �� Ai A R90 C1 7 a .:.. LL 0 W BASIS OF BEARINGS � s : - r,. :_�,. _ _ v,. . _ .. R91 : . ((''�y Lam, SO� J r 2 r .2: ,�1,�E:.:..�:���"7`11'40"E S12'0 Ow� 00�::�� 5- R92 S08'58'58"E THE SOUTHERLY LINE OF THE SOUTHEAST 47' R93 N06'11'15"W 1/4 OF SEC. 11H 12/20 AS R94 S03'30'29"E SHOWN ON TRACT Q � MAP No. 5205 MIRABELLA", RECORDED R95 N89'25'01"W IN BOOK OF PLAT MAPS, PG. - FRESNO R96 N00'34'59"E COUNTY RECORDS, TAKEN AS NORTH 6814' 41" EAST. ----" Rl 021 N00'21'50"W OVERALL CURVE TABLE BANK A V E N U E CURVE RADIUS LENGTH DELTA V E Q C505 1018.60 69.85 3.55'45" A s R C510 981.40 100.96 5'53'40" E C511 2018.60 160.78 4'33'49" C512 2981.40 124.45 2'23'30" NOTE ' C513 618.60 101.13 9'22'01" C514 581.40 157.68 1532'21" A. SET 3/4" X 30" IRON PIPE, DOWN 0.5', TAGGED "LS 7680", AT ALL LOT CORNERS, BLOCK CORNERS, ANGLE POINTS Prepared by C515 618.60 44.92 4'09'39" LEGEND AND CURVE POINTS UNLESS OTHERWISE NOTED C516 1810.80 133.48 4'13'25" B. REAR LOT CORNERS THAT ADJOIN TO GOLF COURSE PROPERTY ARE MONUMENTED AS WITNESS CORNERS AT THE PROVOST& C522 40.60 47.95 67'39'42" INTERSECTION OF THE LOT LINE AND A UNE PARALLELL WITH AND 0.2 FEET FROM THE REAR LOT LINE AND ARE C523 581.40 113.51 11'11'11" P.U.E. PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION 0° PREVIOUSLY DEDICATED PER TRACT MAP No. 5205 "COPPER MARKED BY LEAD & TAG, TAGGED "LS 7680" PRITCHARD C524 618.60 167.77 15'32'21ENGINEERING GROUP " RIVER RANCH BK. PG. _� F.C.R. C525 581.40 42.22 4'09'39" O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY C. REAR LOT CORNERS WHERE REUNQUISHMENT OF ACCESS IS NOTED ALONG EAST RIVERBANK AVENUE ARE MONUMENTED L.E. LANDSCAPE EASEMENT AS WITNESS CORNERS AT THE INTERSECTION OF THE LOT LINE AND A LINE PARALLELL WITH AND 3.00 FEET FROM 286 WEST CROMWELL AVENUE C526 1848.00 120.32 3'43'49" INDICATES SUBDIVISION BOUNDARY THE REAR LOT LINE AND ARE MARKED BY A 3/4" X 30" IRON PIPE, DOWN 0.5', TAGGED "LS 7680" FRESNO, CALIFORNIA 93711-6162 C531 1018.60 104.79 5'53'40" (R) INDICATES RADIAL LINE 559/449-2700 FAX 559/449-2715 C5321 1981.40 407.68 11'47'20" DATE: 3/10/06 INDICATES RELINGQUISHMENT OF ACCESS RIGHTS D. ALL MEASUREMENTS ARE MEASURED AND RECORD UNLESS OTHERWISE NOTED. JOB NO.: 14100469 DRAWING NO.: 20050498 E. RADIAL BEARINGS SHOWN ON MAP INDICATE NON-TANGENT CURVES. t f FINAL MAP OF T 5269I c LEGEND PHASE I OF VESTING TENTATIVE MAP 5205 j P.U.E. PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION PREVIOUSLY DEDICATED PER TRACT MAP No. 5205 "COPPER ° RIVER RANCH" BK. PG. __, F.C.R. O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY " " L.E. LANDSCAPE EASEMENT MILANO INDICATES SUBDIVISION BOUNDARY (R) INDICATES RADIAL LINE IN THE CITY OF FRESNO r FRESNO COUNTY, CALIFORNIA CONSISTING OF rn =o 6 NOTE SHEETS 0 A. SET 3/4" X 30" IRON PIPE, DOWN 0.5', TAGGED "LS 7680", AT ALL LOT CORNERS, BLOCK CORNERS, ANGLE POINTS AND r - SHEET 5 OF 6 SHEETS CURVE POINTS UNLESS OTHERWISE NOTED 1 33 cn B. REAR LOT CORNERS THAT ADJOIN TO GOLF COURSE PROPERTY ARE MONUMENTED AS WITNESS CORNERS AT THE M INTERSECTION OF THE LOT LINE AND A LINE PARALI�LL WITH AND 0.2 FEET FROM THE REAR LOT LINE AND ARE MARKED = pp` BY LEAD & TAG, TAGGED "LS 7680" 51' �' N ZQ .1 1�E 1a i 00 a; -1 C. ALL MEASUREMENTS ARE MEASURED AND RECORD UNLESS OTHERWISE NOTED. p0 �` �cJ` o_ 31 N68 11° i�i ' D. RADIAL BEARINGS SHOWN ON MAP INDICATE NON-TANGENT CURVES. l 132 � < �' CURVE TABLE PARCEL D LLA 04--•C3 �� 134 CURVE RADIUS LENGTH DELTA s s 4` „ I�Or �° 20040281231 Z • �' j C8 3000.00 110.44 2'06 33 p° 131 C.R.E.C. 'k .:3 oo� 30C9 3000.00 182.18 3'28',4619» T` 2 cS` c3 n`O N81•�I, s C10 3000.00 26.46 0 rn C11 981.40 2.50 BASIS OF BEARINGS --- �$°° N� 130 "o. �� W �R) rT° 0'08'46" Z V 83.18' C13 1000.00 102.88 5'53'40" THE SOUTHERLY UNE OF THE SOUTHEAST 1 4 OF SEC. 11-12/20 AS oo,�� / von C14 38.61 60.13 89'14'21" " /" �. 12 9 �OQ C15 200.00 130.91 37'30'08" SHOWN ON TRACT MAP No. 5205 MIRABELLA , RECORDED IN BOOK OF s s q8 "� - v Z ' C179 13 3 M '� C43 2018.60 36.87 1'02'47" PLAT MAPS, PG. FRESNO COUNTY RECORDS, TAKEN AS NORTH 128 ,� n 68"14' 41" EAST. z /$0 / V v N7 , 0 `� _ C44 20.00 31.55 90 22 54 p 0- 127 - 0 4S 2 10.04 4 C45 20.00 31.11 89 07 26„ 12 7 0' ' $0 1� v .J ,`3 93 OS,2 W _ C46 2981.40 37.31 0'43 01 3 O D 4 ,� I C63 20.00 30.53 C180 87'26'52" 126 0. / 00/ a'1°r 41 N g$ �``� C64 2018.60 37.25 1'03'26" 56 OF� �' 00e �•--- / 136 C65 2018.60 47.76 ZN� ocr O� q1 0 N7 o C66 2018.60 47.76 1'21;21 � �, 12 5 1 / r C175 / ���° v C67 2018.60 45.30 1'17 09„ �, / 9s.00f W C68 981.40 52.22 3'02'55" r� cp. „ 124 R>2 �-I'� �'h '�1 `I'I p4 / fj o' C69 981.40 46.25 2'42'00» $ p Z OU / / 56$1D� / y C70 20.00 45.73 130'59'57» �. d, '9= pp 47 J 137 0 C71 518.60 19.28 2'07'49" o 12 3 �'�7 611 v �$i 4\ - � C72 20.00 26 51 75'57'09" Z C172 Z o cSs n `v i� �70'4S o.`o� % "��O 8�°/ o.�- o h o/ gs X22 W C73 218.60 37.48 9'49'21„ _ - z R, 11 V o ,� 46 l*� cry 0 00' C74 218.60 45.99 12.0310„ _.xra 00 0� s 12 2 O 0 / z 56 PUE o N o C75 218.60 26.02 6 49 15 N, o� 0� 1a 6 G1 669 `�, oo.�, 3 �/ C76 2981.40 26.82 0'30'56" �� o 45 / 138 1 21 R69 611 G5 /L3 2 o cr °j °� , �� o C77 2981.40 48.90 0'56'23" N, 44 0��+ ° , v N7 ,4 0 C78 2981.40 49.81 0'57'26» c� 0 9 120 / �a. s' 2. _; C79 2981.40 41.85 0'48'15" �$p0 a s R / / o �: . rn, 2 ;�;,:,-_ Z � 68 r' •o � 1g Mw v, / 00. ;�, C80 20.00 32.24 2'22'14» r- �, w �- �, o� Lo- , 11• , �- i2 43 / 1. 1O. „, 9 Op ' 119 / 1 CP C87 20.00 35.06 100'26�26�� nB Z ,Q cpt h C88 181.40 75.67 23'53 58 E��P C11 �, a p0 �, / o.s`3 C1,64 1981.40 48.16 1"23'33�� Z ow 6 0. 42 66$��1 56' PUE ^ 0 N7 0 C165 1981.40 48.08 1'23'25 N o , 118 ,P6, / ,�� Oa G6 / 2 d',fl ✓ 69'1 ,Z 0 4S' ;, l , L10 2 S cn ��i / 22 C166 1981.40 . 48.03 12319 cA. 6 o ro 9 W •,� , -7 -�' .�1� 00 L / ��, '�. L8 Al p4 °: L!.g p o S.00 °j C167 1981,40 48.00 1 2317 11 / Rss / ,� X11 �2p0°' G6`� 2 cP s 41 , 51. o I c� C168 1981.40 48.01 1'23'18" o Q o_ ��P R / d' o ►� ! .40 48.04 , >, � w 116 R / of hc o. ��, ��., W 146 C169 1981 1.23 21» 1 11 61 G6/ Z cpm 4 0 �$ 5'E oCR, 4 9 �" rn o o;'jC170 1981.40 48.10 1 23 28 4 N7 C171 1981.40 48.20 1'23'37" d'o� z L11 �5 � ��'��� I'D. 0 o 9 4S 22"W '4k. C172 1981.40 1.93 0'03'21" 00'° •c�0 3$ N 41 6 c9- r" °� `s' S r' 5.00' C173 1018.60 46.23 2'36'02" ,A6 /4 R,2o P,5 16 1g. �'� o� 3 9 �� `�� i 51 C174 1018.60 48.03 2 42,06 0 0. y [�9 o. cA., C73 1 ,� c� 8 11 �' / ,� - ;= C175 1018.60 10.53 0 35,32 x,19 G4� 38 t�1 8g / Cl / 141 0, C176 20.00 31.42 90'00'00„ 56' PUE /615 o N74•47, n'a; C177 57.20 30.52 30'33'58» -2 �g 52 ,d 50 I 1a N. 2 M�--56 PUE -CIT-57 o W (R y C178 57.20 37.84 37'54'00" N �,, A�1 52 cflo �� 2 , 1$r° 94.04, SCALE IN FEET , l C179 57.20 12.42 12'26 41 l QJ N '� / ° cp � N 0 624`L 566 �'� rn.rte., �6�° 9p ��6co C180 57.20 15.00 15'01'21 �. o $ �: 5 3 ''E +' f w Z 2 5 o� 51 o `so, 6 .2212 ,12 ---' 0 14 2 0,a'' S 100 C1 81481.40 33.95 4 022$" f� �, .�,� �+ / �6k X22 , i-- ,� ,� _ 0 25 0 C182 481.40 57.24 6 48 47 RADIAL TABLE o �ti o. z �'v; 54 R19 6 �6 0�° 1 I v ' L14 36 LINE BEARING c,> > E W ,CIA ,P= 1 p0 0 2 cs� / 212 (R) R19 S25'06'52"E 5 Q :o ��\ o, R / 1 �2 87 96' ='i R20 S24'10'30"E 6, -� cs? '" 5 4.39' CP A 0�,\ G R21 S23'13'03"E d'�. R62 S16'28'20"E C' R2 R63 S17'51'53"E �' 1 \ G,%O'1 6651116• OVERALL CURVE TABLE LINE TABLE Prepared by R64 S19'15'18"E '� 26 \ 0 L 619 `„�P I V g�� CURVE RADIUS LENGTH DELTA LINE BEARING LENGTH - R65 S20'38'37"E cpo �!�Gro V 1 �,^� C506 218.60 109.48 28'41'46" L3 S68'14'41"W 5.59 Q, R66 S22'01'54"E `O, 7 � P o C507 2981.40 167.38 3'13'00" L6 S64*22'12"W 21.18 PROV ST& R67 S23'25'12"E "� v <(i� C508 2018.60 178.08 5'03'17" L7 565'35'52"W 13.10 R68 ' " � PS � .. 7 PRITCHARD 524'48 33 E C509 981.40 100.96 5'53 40 L8 N63'15'45"E 6 5 SENGINEERING R69 S26'12'01,E / C521 3018.60 196.53 3'43'49" L9 S70,45'22"E 34.97 R70 S27 35 38 E G�6 6521 C532 1981.40 407.68 11 47 20 L10 S68 14 41 W 3.46 2ss WEST CROMWEtl. AVENUE FRESNO, CAUFORNIA 93711-6162 R71 N25'02'57"W C533 1018.60 104.79 5'53'40" L11 S65'35'52"W 4.11 559/449-2700 FAX 559/449-2715 R72 N22'20'51"W 8 C534 57.20 68.35 68'2759" L22 S21'45'19"E 12.00 DATE: 3/10/06 G JOB NO.: 14100469 TRAC R73 N55'44 01 W /" C535 57.20 27.42 27'28'02" L27 S21'45'19'E 12.00 DRAWING NO.: 20050498 C536 481.40 176.13 20'57'46" L28 S21'45'19"E 12.00 i i j FINAL MAP OF RAC 5269i � 4S 22"w o Nip• N 95.00, PHASE 1 OF VESTING TENTATIVE MAP 5205 141 N ` �w © N74 47'SO." � "MILA !! N s4 04' (R) CURVE TABLE _ I S LENGTH DELTA 2212 212 i r- 14 2 IN THE CITY OF FRESNO CURVE RAD U GJ o 110.44 2'06'33" �6 N6�2 00 �5 v 1 �`D` C8 3000.00 FRESNO COUNTY, CALIFORNIA G g0 g� 1 N81°36'3s„ C9 3000.00 182.18 3'28'46" �V �' �'E L14 W (R� c10 3000.00 26.46 0.30'19" S� •2212�� 3 8�.9s' CONSISTING OF 6 SHEETS C15 200.00 130.91 37'30 08 S\i G10 co vi v 4.39 T SHEET 6 OF 6 SHEETS C45 20.00 31.11 89°07'26" C72 20.00 26.51 75°57'09" Q� "E °� o " 143 a0 COO 20.00 32.24 92°22'14" 0 G ,��1'� N N88'16 52 E v r r ° PO 0 65 92.07' I C81 40.60 71.12 100 21 35 �. AVO N 46 . 6 4 v� " C82 40.60 15.62 22'03'00" 8 Q�� O o N88'16 52 E j C83 39.40 42.65 62'01'12" v P' Gg 99 } ci, 06 62 i v R� 91.94 x 3 C84 39.40 0.85 1°14'10" .� 0 /^ d- d L24 v 4 0 C85 518.60 46.34 5'07'12" P.S G1% a N88'16'52"E r o „ N88°16'52"E 144 c6 C86 518.60 48.05 518 31 / 90.00 00 �- LEGEND C87 20.00 35.06 100'26'26" G52� X01 Z N _ 0 90.00 UJ o0 C88 181.40 75.67 23°53'58" G/ 00 6 5N88'16'S2"E ._ .- o` 0 0 i �`' �' `O - o f 00 0 o t� _ P.U.E. PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION C89 20.00 23.07 66°05'20" O,L -'� �''• 7 2 0 °r° Q °' oo `r o 61 ( 00 92.50 „ "� p N d d C90 40.60 10.15 1419 47 G$ G� N I o I o C91 40.60 36.15 51°00'39" � W �, r F' w � J oo` o � O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY N88.16 52 E I C92 40.60 19.11 26°57'41" G�Ojo 73 w o w 90.00' N8816 52 E 145 00 INDICATES SUBDIVISION BOUNDARY ' CL 41 C93 10.00 16.57 94°57'14" 8 0�1' 2 , a� i o o o w 90.00 { , . 0 o 0 0 0o r o 0 00 0 ` N8816 52 E C94 647.00 42.39 3.45 13 Nl 4g r'� s, o- r o 0 6 6 o o I o _ INDICATES EXISTING PUBLIC UTILITY EASEMENT C95 647.00 94.76 8°23'31" cn s? / 4 -� W� 'E '\'3b � r °0I d o n 6 V co 92.50 C96 647.00 124.24 11°00'09" �2 65g o 4 r 0° Z _ rl r o u, C97 647.00 0.$9 0°04'43" O 06 75 `�� N6 56' PUE� o N88'16 52 E 0 17 � a o0 0 �. .N� >I o 90.00' N88'16 52 E N o I 1 46 -t " C98 20.00 32.22 92°18'07" \.A ^ 18 71 90.00' I PREVIOUSLY DEDICATED PER TRACT MAP No. 5205 COPPER t1 N88'16'52"E 0 RIVER RANCH" BK. PG. _ F.C.R. C99 20.00 39.20 112°18'11" A 's L16 c9-_L C98 = rn I w0 00 ry� _ o ° r-� 5 LE L17 5 LE }.. M o co 92.50' PE EASEMENT C100 3018.60 53.50 1'00'56" ' -7 r N � LANDSCAPE C101 301$.60 52.76 1 00 05 L 6 / N d = L.E. ° „ - 59 C102 3018.60 50.76 0 57 50 ♦ 0 -39.06 67.89 - -62.16 - O co d N N o ° , „ �L OS C90 r o o` o (R) INDICATES RADIAL LINE C103 3018.60 39.48 0 44 58 -9 '9 N89'25 01 W 169.11 z N88'16'52"E w o 147 C104 20.00 31.93 91°27'49" v� '�' - E A S T V E N E Z I A S89'25'01"E 235.16' WAY o �p N�2's0' h w Q o� •tea C105 20.00 23.62 67'39'42" ,� a�, 9 27 �, N 90.00 0 o I INDICATES RELINGQUISHMENT OF ACCESS RIGHTS 103.67 131.49 6. , C131 647.00 60.05 5'19'05" O U T L O T E �'� �'� 4S J� V w INDICATES LOCATION OF OUTLOT B N88'16'52"E � C181 481.40 33.95 4'02'28" S89'25'01"E 58.59' o > 0 92.50 ! 00 O C182 481.40 57.24 6'48'47" 50' 50' 52.00' C92 R2j 6 8 I 58 C183 481.40 61.83 7'21'34" o o - M O L15 n`�' 56' PUE _ 148 06 N o C184 481.40 23.10 2°44'58" �� w = N E- �► 082,3 d /tC84 ifl F.. x' NOTE a, ? o W ai 38 >>•y 00 , r C185 40.60 14.06 19°50'34" 21 �r, E" a w �i W Z LO o w00.80, W ^? �V 10 9 "I'ti N88'16'52"E " d cp vi $ A. SET 3 4" X 30" IRON PIPE, DOWN 0.5, TAGGED. LS 7680 ; AT ALL LOT C186 40.60 71.57 101000,13" o a 00 ,n M �.ry 9p C187 647.00 214.44 18°59'25" o O > cc o r` •�`O O 92.50' CORNERS, BLOCK CORNERS, ANGLE POINTS AND CURVE POINTS UNLESS • o Z lx J o 7 0 R24 OTHERWISE NOTED C188 553.00 63.32 6 33 37 z ;� O z o w 5 7 Z I o r C189 150.00 122.32 46'43'25" `o o I 0 Z 6 9 �' o B. REAR LOT CORNERS THAT ADJOIN TO GOLF COURSE PROPERTY ARE C97 z 'Q9� C93 /�0 '- Gcb� 149 � is MONUMENTED AS WITNESS CORNERS AT THE INTERSECTION OF THE LOT h w 4124 l 5 UNE AND A UNE PARALLELL WITH AND 0.2 FEET FROM THE REAR LOT i C1.11 C 4 ^`�'�. 9� ,� ��, N88'16 52 E UNE AND ARE MARKED BY LEAD & TAG, TAGGED LS 7680 OVERALL CURVE TABLE "± �' _ C9 �� ��, R23 �' 92.50' C. REAR LOT CORNERS WHERE RELINQUISHMENT OF ACCESS IS NOTED CURVE RADIUS LENGTH DELTA `� � » oo � � �,"-����m � ALONG EAST RIVERBANK AVENUE ARE MONUMENTED AS WITNESS C506 218.60 109.48 28°41 46 47 S 5 6 ( c°'v CORNERS AT THE INTERSECTION OF THE LOT UNE AND A UNE C507 2981.40 167.38 3'13'00" 1 5 0 r PARALLELL WITH AND 3.00 FEET FROM THE REAR LOT UNE AND ARE C517 40.60 172.37 243'15'23" 1 C185 ,� MARKED BY A 3/4" X 30" IRON PIPE, DOWN 0.5'. TAGGED "LS 7680" C518 39.40 43.50 63'15'23" 9 r C519 518.60 94.39 10°25'44" R S2' N>1• D. ALL MEASUREMENTS ARE MEASURED AND RECORD UNLESS OTHERWISE 4) j:u';=._ 01 2 NOTED. C520 40.60 65.41 92°18'07" p0 r RZ 10 p 3 w �R) r- C521 3018.60 196.54 3'43'50" R G 90. E. RADIAL BEARINGS SHOWN ON MAP INDICATE NON-TANGENT CURVES. ! 3 .; C536 481.40 176.13 20'57 46 �4 E A S �,. �Op.00, �S G, F:, L23 C537 500.00 50.91 5'50003" 15'07C538 500,00 '43"132.02 $ a. �• o 151 BASIS OF BEARINGS q At 32'9s,, RADIAL TABLE r THE NORTHERLY UNE OF OUTLOT "V" AS SHOWN ON LINE BEARING \ '� 9' C7 ° l j 3'Q, � TRACT MAP No. 5205 "MIRABELLA", RECORDED IN R22 S29 07 39 W �` BOOK OF PLAT MAPS, PG. FRESNO iN do COUNTY RECORDS, TAKEN AS NORTH 68'14' 41" R23 N50'3046"W � t EAST. R24 N89'31'03"E a,, R25 N86'35'56"W R26 S77'23'21"E R27 S26'2242"E LINE TABLE R2$ S23'00'23"E LINE BEARING LENGTH �` r R29 S22'00'18"E L4 N21'45'19"W 113.54 LS N 21'45 19 W R30 S21'02'25"E 47.81 ° SCALE IN FEET L12 Sol*43'08"E 19.90 Prepared by R74 N88'58'10"W �i R84 N05'58'47"E L13 S21*36'22"W 23.41 5.91 • R85 N09°43'59"E R97 N00•3459 0 25 5 L14 S64'2212 W 0 100 L15 S89'25 01,E 6.59 PROVOST& E R98 S84'27'47"E L16 S23'1 o'15"W 16.25 �� ITCHARD R99 N18'07'30"E L17 S89'25'01"E 55.41 ENGI"EE_ ING L18 S22'00'1 8"E 16.25 �p1 GROUP R100 N29'07 39 E R R101 S41-33127$)W FRESNO,N88'16'52"E 22.00 286 WEST cROMwEu. AVENUE FRESNO, CALIFORNIA 93711-6162 L23 S29'07'39"W 10.00 559/449-2700 FAX 559/449-2715 L24 S01*43'08"E 1.72 DATE: 3/10/06 T N JOB NO.: 1410046 DRAWING NO.: 20050498 i