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HomeMy WebLinkAboutT-5270 - Map - 9/8/2005 i SURVEYOR'S STATEMENT OWNERS STATEMENT FINAL MAP OF SAND SU ANY RECORD TITLE INTEREST IN THE LAND THE SURVEY FOR THIS TME MON MONUMENTS ARE OF THEP WAS MADE BY ME OR DCHARACTER AND MY AND IS OCCUPY THEEAND POSITIONS <cE. R�F�' THE UNDERSIGNED, BEING ALL PARTIES HAVINGCOMPLETE AS SHAWN WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THISTRACT 5270 INDICATED, OR THEY WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS v p MAP AND OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS OF LAND, OUTLOTS "A", "B" MAP IS RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS AND "C" AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE ARE, OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. PURPOSES 3PECIFIED11-iEREIN. PHASE I OF VESTING TENTATIVE MAP 5205 THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION, AND IS BASED UPON A FIELD SURVEY IN * ExPIREs: 12-31-06 CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT N0. 7680 THE REQUEST OF COPPER RIVER RANCH VILLAGE, LLC ON, NOVEMBER 2004, 1 HEREBY STATE THAT COPPER RIVER RANCH VILLAGES, L.L.C. THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. OF CA\-fp A CALIFORNIA LIMITED LIABILITY CORPORATION GLENEAGLES AT COPPER RIVER BY: IN THE CITY OF FRESNO CRAIG E. BAUM, LS 7680 EXP. 12/31/06 GARY L. McDONALD, PRESIDENT DATE FRESNO COUNTY, CALIFORNIA DATE' SOILS REPORT STATEMENT ACKNOWLEDGEMENT NOTARY'S CONSISTING OF 3 SHEETS A SOILS REPORT HAS BEEN PREPARED FOR THIS SHEET 1 OF 3 SHEETS SUBDIVISION BY KRAZAN & ASSOCIATES INC., PROJECT No. STATE OF CALIFORNIA 012-05002, DATED FEBRUARY 3, 2005 AND IS ON FILE S.S. WITH THE CITY OF FRESNO. COUNTY OF FRESNO ON THISAY OF 2005, BEFORE ME, THE OUTLOT 1 DRIVING RANGE OUTLOT USE AREA UNDERSIGNED A NOTARY PUBLIC IN AND FOR SAID COUNTY AND STATE, TRAr`T No. 5205 RESIDING THEREIN, DULY COMMISSIONED AND SWORN, PERSONALLY N88'38'59"E 1298.95' A OPEN SPACE — PRIVATE ROAD ACCESS 0.99 ACRES APPEARED Alk 593.90' B OPEN SPACE — PRIVATE ROAD ACCESS 1.48 ACRES PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF 705.0 C OPEN SPACE — PRIVATE ROAD ACCESS 0.94 ACRES , SATISFACTORY EVIDENCE TO BE THE PERSON WHOSE NAME IS SUBSCRIBED TO �r1V� - FD ,1 I.P., DOWN THE WITHIN INSTRUMENTW. 1/4 COR.,AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE —s 2.2, TAGGED RCE p' _ „ SAME IN HIS AUTHORIZED CAPACITY AND THAT BY HIS SIGNATURE ON THE 12-12/20, c.��G - 13900 INSTRUMENT THE PERSON, OR THE ENTITY UPON BEHALF OF WHICH THE FD 1 I.P., 6 0 CITY ENGINEER'S CERTIFICATE PERSON ACTED, EXECUTED THE INSTRUMENT. DOWN, NO TAG / 1, MICHAEL T. KIRN, PE, PLS, CITY ENGINEER OF THE CITY OF FRESNO, DO HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTAN G� TIALLY THE SAME AS IT NAME: COMMISSION EXPIRES: OUTLOT D APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS THEREOF, THAT '� FMFCD EASEMENT FOR ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME PS / CHANNEL & DRAINAGE a; OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SATISFIED THAT NUMBER: RECORDED AS DOC. No. I °' THE MAP IS TECHNICALLY CORRECT. SIGNATURE: COMMISSIONc° �" / 96051724 O.R.F.C. 00 COUNTY: �- p I ............: -.d- �-1 MICHAEL T. KIRN, PLS 7609 OUTLOT PARCEL D BY. / LLA 04_05 a- DEPUTY c�o LEGAL DESCRIPTION OUTLOT "C" OF TRACT MAP No. 5205 COPPER RIVER RANCH RECORDED - r? IN BOOK OF PLAT MAPS, PAGE FRESNO COUNTY RECORDS. - R_49 830 \ 56' PUE PER HOLE #18 04-- DATE LL 281281 DELTA=19'02'05" Y" DOC No. i-") L ODq o CITY CLERKS CERTIFICATE RZ o 1 HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. VICINITY MAP p pC N 0.0 R.F \ \ 1)0c'. I ADOPTED __2005, APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE \� = OUTLOT r PUBLIC ALL PARCELS OR LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION. DATED: REBECCA E. KUSH, CMC, CITY CLERK N o. \ I NOTE c BY: N 1 FD 1" I.P., UP 0.2, DEPUTY ALL MEASUREMENTS ARE I TAGGED "LS2931" 0¢ MEASURED AND RECORD a TRACT �� UNLESS OTHERWISE NOTED. }_. 2 N o I PLANNING COMMISSION CERTIFICATE No. 5270 -�� i NICK YOVINO SECRETARY OF THE FRESNO CITY PLANNING COMMISSION, DO HEREBY CERTIFY THAT I o a N884352E 1287.36' HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO, AND IS IN COMPLIANCE WITH ///,0000 �._ 583.14' '' W THE APPROVED TENTATIVE MAP AND REQUIREMENTS IMPOSSED BY THE FRESNO CITY PLANNING o ' COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. z 52.81' COPPER EAST AVENUE ' DATE: NICK YOVINO HOLE #16 ' a SECRETARY OF THE FRESNO CITY PLANNING COMMISSION co 00 EGRESS =- _ FCD WNGRE R DOC• No. LEGEND ENT pE - RECORDER'S CERTIFICATE E 6a51��5 O.R F�� FOUND 3/4" x 30" I.P., DOWN 0.5', TAGGED "LS 7680" AND 9 00 N ACCEPTED, UNLESS OTHERWISE NOTED N ROAD EASEMENT RECORDED IN DOC. o O DOCUMENT NO. No. O.R.F.C. cn�o C.R. CORNER RECORDS, FRESNO COUNTY RECORDS _ - -_- �'} v FILED AND RECORDED THIS DAY OF . 2005, AT MINUTES PAST N.W. COR. 13-12/20, FD '� , F.C.R. ' O'CLOCK M. IN VOLUME OF PLATS, AT PAGES . FRESNO COUNTY prepared by FRESNO COUNTY RECORDS SCOTT MCKAY MON., 18 Q; DOWN, NO TAG, ACCEPTED ,; HOLE #17 �;4 RECORDS, AT THE REQUEST OF PROVOST & PRITCHARD ENGINEERING GROUP, INC. O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY PER CR 5860 '- FD 1" I.P., DOWN FEE � PROVOST& P1 INDICATES RECORD DATA PER PARCEL MAP No. 3989 RECORDED 0.4', NO TAG IN BK 27 PG 95 & 96 OF PARCEL MAPS, F.C.R. PRITCHARD, ENGINEERING T.F. TIES ON FILE, FRESNO COUNTY RECORDS ,- ROBERT C. WERNER, COUNTY RECORDER N88'48'51"E 1275.77' (S 88'34'15" W 1275.78' P1) 286 WEST CROMWELL AVENUE INDICATES SUBDIVISION BOUNDARY SCALE IN FEET BY: FRESNO, CALIFORNIA 93711-6162 DEPUTY 559/449-2700 FAX 559/449-2715 DATE: 08/18/05 JOB NO.: 14130470 DRAWING NO.: 20050157 0 100 200 400 i 1:,,==750-1p'_ L=248.76' DELTA=1 9'00'14" FINAL MAP OF 1 R�00 00 L=117.11 R=750,00 L- ?'RACY No. 5205 LEGEND R '�--- _L=230.71 ' DELTA=22'01'53" R X50.00' ,. 131 65• $j� ---, PG. F.C.R. X00.00' L.1 78 97 C99 DELTA=$ 56 47 DELTA=10'03'27" N7022'58" (R) INDICATES RADIAL LINE OF CURVE DEL TA=1 7'04'24" R_71 4.00' L=245.32' DEL TA=1 9.4i'1 1 „ EAS T C L--E, 79s.7� D TRACT 5270 CIV �Ijllj IIIU Q H c140 PARCEL nn INDICATES RELINQUISHMENT OF ACCESS RIGHTS c75 C51 C5o N70'22'58"E 1 A V E N U USE c101 LLA o4-03 PHASE I OF VESTING TENTATIVE MAP 5205 C77 -p C47 05.89 ` E Cl P.E. PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION ` C76 3 88-24' 02 NOW OFFERED FOR DEDICATION o r- c;) 4 rn N74.19 13�E P.U.E. PUBLIC UTILITY EASEMENT 0 GLENEAGLES AT 4 �� M 105 139 76' O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY o �, 17.65 63 Z Z 39 SUBDIVISION BOUNDARY 1 -' 3 8 0 '�� IVER INDICATESCOPPER R C74 = M _ �� 9 37" " OWN 0.5' TAGGED "LS 7680" AND ACCEPTED, UNLESS ' z cn z N .`� w� 34.13' �y0. IN THE CITY OF FRESNO ® FOUND 3/4 x 30 I.P , D -J Z cg OTHERWISE NOTED �� N3 �Q"Qs� FRESNO COUNTY, CALIFORNIA 6 SET FRONT LOT CORNERS ADJACENT TO STREETS ARE MONUMENTED AS WITNESS �Q1 0� Y C54 9 40 Z .l o� R5 �0�j, CORNERS AT THE INTERSECTION OF THE LOT LINE AND A UNE PARALLEL WITH A � C53 SHEET 2 OF 3 SHEETS AND 10.00 FEET FROM THE RIGHT OF WAY LINE AND ARE MARKED BY A 3/4 X 72.35' C52 C49 30" IRON PIPE, DOWN 0.5', TAGGED "LS 7680" �' ` z _ 18.60' C48 '`� Z 35 C35 1981.40 107.00 3'05'39" C36 1981.40 39.55 01'08'37" N56'20'13"E ._._•,R=559,00• CS SET REAR LOT CORNERS WHERE RELINQUISHMENT OF ACCESS IS4' J, 116.68 18.60' L=41 7 8 9 \ C37 56.40 31.96 32'27'47" NOTED ARE MONUMENTED AS WITNESS CORNERS AT THE •'`� �, `` ` :'� 2 SEC T C46\ 1�` �, C38 43.60 17.54 23'02'54" INTERSECTION OF THE LOT LINE AND A LINE PARALLELL WITH AND �'� '� 1 i� '�' C58 �q�4 o "- 79.18 C59 C90 2.4 \ ��1, ^� C39 43.60 49.80 65'26'36" 3.00 FEET FROM THE REAR LOT LINE AND ARE MARKED WITH LED z 1 & TAG IN TOP OF BLOCK WALL, TAGGED "LS 7680" r�i �' v 9 31 �h Z C40 43.60 56.27 73'57'04" �r o J 56 PUE N 9.40 \� AST k�N C¢ C43 60• C41 259.00 54.11 11'58'09" SET REAR LOT CORNERS IN TOP OF BLOCK 0 _ o GS \ c0 � s5. C42 259.00 103.33 22'51'30" WALL MARKED WITH LEAD & TAG, TAGGED LA 00 (0 I \94 C C4 �„ sem" C43 43.60 9.59 12'36'29" " " 40 4 34 LS 7680 N 56'20'13" E • o0 0 � � \ OCi�,T o- � C44 56.40 28.83 29'17'10" 1 , CO) 140.00' L2 ,,� \ �'qr c\ C45 577.60 57.25 5'40'44" Ioo q-� - V0 6.11 C46 577.60 96.77 9'35'56" NOTE 9.40'-.- v ��°' ��. `� I r'' C47 714.00 31.83 2'33'14" cn " TAGGED "LS N 62'11'25" E R z 0 , N 59'58 44 E (R) C48 577.60 96.77 9'35'56" A. SET 3/4 X 30 IRON PIPE, DOWN 0 5, {' v� ( ) 01 7680", AT ALL LOT CORNERS, BLOCK CORNERS, I `� 135.44' - 4 2 0 C49 577.60 96.77 9'35'56" ANGLE POINTS AND CURVE POINTS UNLESS 0 170.74 N20'41'42"W ,- � �' � p ,�,�� °� J Q 1 C50 714.00 119.62 9:35',56;; OTHERWISE NOTED 32.24' I ; cv�; I ° 'I ��-�' 60p1q� ,�o� r'- C51 714.00 93.88 7 32 01 S ��' �' G C52 577.60 19.08 1'5335" B. REAR LOT CORNERS THAT ADJOIN TO GOLF COURSE / AS WITNESS CORNERS ' 0 1N � co I 75 26�44 / � PROPERTY ARE MONUMENTEDN 75, 'I o Q v �'l 44 101.1 • w 7 C38 R7 ^ C53 18.90 4 4. 5 128'42'00" AT THE INTERSECTION OF THE LOT LINE AND A LINE 20' ►- 2 C54 50.00 4.51 5'09'46" L3 16 �j � � N G G 3 3 PARALLELL WITH AND 0.2 FEET FROM THE REAR LOT 140 07, E / to �w ' v N 75.18, C55 50.00 38.28 43'51'46" LINE AND ARE MARKED BY LEAD & TAG, TAGGED LS 1! �� 0 103 8 E y 6 L16 2 C56 343.60 29.70 4'57;12" 7680" 00 36 16 `�P G� 6�• C57 18.90 29.69 90100,00" i " 69'39'35„ E ♦ GG���� ' `s,9. C58 540.40 46.36 4'54'54" 40 NO3'12'56"E 3 / �R� co p� � h S � 6`L°� a C59 540.40 132.73 14'04'21" BASIS OF BEARINGS 57.06' � / V 136.20 ^ �G • P G�� G� / "�� ,��,°' C60 18.90 37.11 112'29'27" 4 " 1 � � / � p�'CZ` Gbh � do 32 p�'�.� C61 2018.60 68.79 1'57'09" THE EASTERLY LINE OF OUTLOT C AS SHOWN ON N 7 I/ ;� co N O 05 "COPPER RIVER RANCH", v / / s• �� C62 18.90 17.61 53'23'43" TRACT MAP No. 52 5 27'56., / a o / 4 5 N '�� X0'0. �`L� C63 18.90 30.42 92'13'58" RECORDED IN BOOK OF PLAT MAPS, PG. 154.43. E N v N / ��► / os, C64 981.40 48.17 2'48'45" FRESNO COUNTY RECORDS, TAKEN AS i� C63 NORTH 06' 55' 77" EAST ' �� 9.40' 2 � R24 � C65 343.60 23.04 3'50'31" RADIAL TABLE C66 343.60 88.81 14'48'32" R16 / a ���' �p1`� ����, / C34 31 g�' LINE BEARING 1'S R1 528'59'25"E C67 18.90 31.50 95'29'30" 4 / - 13 C62 ,��, �F, 6 C68 1018.60 63.73 3'35'06" PARCEL DLLA 04-03 // ;� N7 52 Opp/ ,pG p R2 S33.3536;'E C69 281.40 25.42 5'10'32' DOC. No. 20040281281 53' �' �° `�• �n v 4 R3 N391813 W » o l `� + N,4 53'45,45 E 17 42 �`I� �ati� 6' `s ' C70 18.90 15.09 45'43 57 0.R.F.C. �,,o' I/ v`DI N �� 22g 62.59, .07 6 9 1 R4 N05'43'32"W „ .`` 8' s' 27.79 �`Z R5 N17'07'58"E " 7S' �4 53' » EAST �� � �� C74 56.00 5.51 5'37 57 'u 28'4 -� 45 E QUE 'S R6 N13'S8'20"W C75 654.23 99.10 8'40'43" 30 C76 654.23 52.56 4'36'11" „ 6 C29 X5.7 145.37• NSG °` 19316, E 9 AIF ti R7 S54'34'40"E WAY � C77 654.23 46.54 4'04'32" '`� o 56' PUE ` 29 ��. R8 N76'05'S7"E GOLF COURSE `� o� . 58' C78 306.40 126.23 23'36'15" 20 ,moo �5 00 O PER DOC No. C30 0, �� r'�9- R9 555'54'06"W HOLE #15 R o C91 C' 6 S C79 343.60 141.55 23'36'15" ^ .,► c� 2005- _ c31 >o, sr., R10 N62'S9'39"E C80 1000.00 88.06 5'02'44" 5 11 lv O.R.F.C. _ 1 R13 S86'28'50"W f a' 2 R23 pct` C81 1000.00 274.57 15'43'55" SCALE IN FEET R14 S65 07 43 W L7 � rn �;, � R15 S70'38'43„iN C82 2000.00 157.29 4'30'21" Q 4 2 R16 S76'09'28"W C83 1018.60 337.22 18'58'06" o, N75 20'16 I h c36, „ C84 981.40 333.24 19'27'16" R17 N75 41 21 E C85 1981.40 155.82 4'30'21" hcO 0 16ryE 241.88' 6.50' P.E. N67-22'1 "E (R) �s, g 0 30 60 120 R18 S50'42'16"W 219 1 „ C86 43.60 133.21 175'03'03" 60 9.40 "4+1.56 o, rn, ,y'1 R19 N61'17 25 E 8.60 158.75 4'30'21" to in ,•F,� R21 N28'44'S3"W C87 201 p�. 2 R14 � ��, 8 �� ,,50�p CURVE TABLE R22 N66'32'45"W C88 2018.60 $9.96 2 33 12 ' 1n z `L� CURVE RADIUS LENGTH DELTA R23 S48'13'46"E C89 577.60 366.63 36'22�08�� v v N Cl56.00 39.25 40'09'18" R24 N68'13 49"W C90 540.40 350.67 37'10 47 I 2 6 C91 43.60 73.76 96'56'04" C2 56.00 44.75 45'47'15 R25 N65'0810 W C94 540.40 171.59 18'11'32" h d'- I � � � � � � I � C3 150.00 39.09 14'55,51„ C95 1000.00 103.94 05'57'19" S , 1 00 0 N 61'45'00" E R / p0 C4 150.00 45.95 17'33 05 LINE TABLE C97 43.60 66.59 87'30'21" 01 -40� U �' L 0 T �I o ( ) �O• C5 306.40 103.49 19'21'0$" LINE BEARING LENGTH C98 56.00 44.75 45'47'15" Q• '�'� R " co 138.66 " , 0 0�O (; I N 8 20.51 C6 306.40 22.74 4'15 07 L1 N20'41'42"W 28.54 C99 600.00 51.92 4'57 29 657. C7 1018.60 67.26 3'47'00" L2 N33'39'47"W 17.53 C100 300.00 21.47 4'06'03" 8sr2s, LS G�� C8 1018.60 98.00 5'30'45 L3 N20'41'42"W 3.70 C101 300.00 34.96 6'40'40" p"a X32 29,, ,� 118.46 0' 3 1 C9 1018.60 98.07 5.31'00" L4 N07'23'31"W 45.38 C102 300.00 56.44 10'46'43" ocb s9' Cl 2 7"E 127'35 18'6 0�- o �� C10 1018.60 73.88 4 09�21 L5 S03'12'56W 42.92 C103 972.00 42.92 2'31'48" ITA 1 WAY_._ 0 25 C11 18.90 26.50 8019,45,E L6 S03'1256"W 14.14 C104 1028.00 42.46 2'21'59" G EAST HERM 92 18.6o GOLF COURSE , 7 E 202_ �, � 1 � C12 56.40 20.56 20 53 14 C14 N51.18 0 6� _ HOLE #18 L7 N75'20'16"E 22.28 C105 150.00 85.04 32'28'55 ` _ 7 E 97 C13 43.60 57.61 75'42'31 L8 N51'1 8'07"E 8.89 " 0 co * C14 43.60 8.98 11'47'51 � » 51'18'0 z R9 N L14 N30'44 24 W 37.89 Prepared by '()0 N 61'45'00" E ry C15 56.40 20.56 20'53'15" L15 N10'27'40"W 42.32 �8s�• I 203.13' C24 318.60 54.41 9'47'08" L16 N26'00'27"E 11.62 C70 NI PARCEL D C25 981.40 46.13 2:41;35PROVOST& � �n L17 S25'05'50"E 32.41 •92, �y II 7- �, o LLA 04-03 C26 981.40 100.17 5 50 54„ L18 S02'01 56 W 26.12 /ro �' 5 0 6.50' PE O CO C27 981.40 96.27 5 37�14" L19 S33'39'47"E 46.14 P, RITCHARE) 17 Z U) 2 C28 981.40 90.65 5'17 32 L20 S26'00'27"W 25.60 "• o� oo S 2 4 0' C29 18.90 30.42 92.13'59„ L21 N05'34'14"E 36.24 286 WEST CROMW� AVENUE 4- NOTE, C30 56.40 21.43 21*46'12" L22 S49'29'09"W 47.42 FRESNO, CALIFORNIA 93711-6162 81 v C31 43.60 41.77 54:53',43„ , DATE: FAx 07/26/05 ` � p E 116. ` 9/449-2715 ALL MEASUREMENTS ARE L26 N33'39 47 W 149.95 } N 51'18 07 ��o MEASURED AND RECORD C32 43.60[_ 31.99 42 02 21 L27 N33'39'47'W 83.64 JOB No.: �a13oa7o DRAWING NO.: 20050202 UNLESS OTHERWISE NOTED. C33 56.40 21.43 21'46'13" N 6i'45'0®524' C341 1981.40 9.27 0'16'05" i FINAL MAP OF LEGEND o� INDICATES RADIAL LINE OF CURVE �o� o� Nis 20}16" (R) � • E 247 88. TRACT 5270 vvvv INDICATES RELINQUISHMENT OF ACCESS RIGHTS 21g-6p' � PHASE I OF VESTING TENTATIVE MAP 5205 P.E. PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION Z R14 P.U.E. PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION s I SECGLENEAGLES o t RECORDSIV, Sy O.R.F.C. OFFICIAL RECORDS FRESNO COUNTY � w� ��, �. 6 ET 2 INDICATES SUBDIVISION BOUNDARY II 0 11 (o COPPER RIVER RANCH FOUND 3/4" x 30" I.P., DOWN 0.5, TAGGED "LS 7680" AND ACCEPTED, UNLESS o N 61'45'00" E (R) � OTHERWISE NOTED I � 138.66'SET N IN THE CITY OF FRESNO 0 CORNERS N AT THE T LOT ORINTERS INTERNERS SECTION THE NT TO SLOT UNE AND ATREETS ARE O LINE ENPARALLETED AS Ln WITH AND TNESS �8�2 , LS '� I �Op 03° FRESNO COUNTY, CALIFORNIA 10.00 FEET FROM THE RIGHT OF WAY UNE AND ARE MARKED BY A 3/4" X 30" �� 732s `118.46 5 0' � I r3' F IRON PIPE, DOWN 0.5', TAGGED IS 7680" °� 9 G�� C12 ` N51,18'p7"E 127 3 18.6 o�---j- NI SHEET 3 OF 3 SHEETS U p U25 SET REAR LOT CORNERS IN TOP OF BLOCK WALL MARKED WITH LEAD & TAG, TAGGED G°' ' � " " EAST HERMITAGE o2 92 18.60 � LS 7680 C14 N51•18 07 E c6� _ 8 „ E 44.97co • � z Rg `o 51'18 07-- NOTE W Ay �, o N I� v o N 61'45'00" E ry " " " hQ A-S, i cv CURVE TABLE 8 i DOWN 0.5 TAGGED IS 7680 AT ALL LOT 7 / C70 , Y 203.13' ,� CURVE RADIUS LENGTH DELTA A. SET 3/4 X 30 IRON PIPE, ry CORNERS, BLOCK CORNERS, ANGLE POINTS AND CURVE POINTS UNLESS4�0� 8092 6' ry^� ./ ` N C10 1018.60 73.89 4'09'22" o^ Ci 1 18.90 26.50 80'19'45" OTHERWISE NOTED , 5 6.50 PE Z oro C12 56.40 20.56 20'5314 B. REAR LOT CORNERS THAT ADJOIN TO GOLF COURSE PROPERTY ARE MONUMENTED -� o°` ��9- - 40 -Z� C13 43.60 57.61 75'42'31" AS WITNESS CORNERS AT THE INTERSECTION OF THE LOT LINE AND A LINE 24 9 PARALLELL WITH AND 0.2 FEET FROM THE REAR LOT LINE AND ARE MARKED BY P >>> o C14 43.60 8.98 11'47'51" LEAD & TAG, TAGGED "LS 7680" / , �°' Sp, U C15 56.40 20.56 20'53'15" P �� C16 56.40 29.04 29'30'15" "� �8s�2S• �p J��� �'oh N 51'18 0 116.81' I opo o ��o C17 43.60 25.$3 33'56'15" 11 / !n N 61'45'00" E C18 43.60 51.41 67'33'39" BASIS OF BEARINGS 23 6 �� �°` 4 a �� i► "' 157.24' C19 43.60 48.35 63'32'30" �O�,,c�, oh 10 f JIN U 23.99' / C20 56.40 29.04 29'30'15" THE EASTERLY LINE OF OUTLOT "C" AS SHOWN ON TRACT MAP / `O o Q C21 18.90 29.69 90'00'00" No. 5205 "COPPER RIVER RANCH", RECORDED IN BOOK OF 10 /� / 51 0 _, ,� j C22 318.60 2.19 0'23 40 PLAT MAPS, PG. FRESNO COUNTY RECORDS, TAKEN AS / �."� n 0 8 79, f ,00 o �`�', C23 318.60 89.81 16'09'01" NORTH 06 55 77 EAST `O " �O �' 2.?g ,8y .O / 2 3 C24 318.60 54.42 9'47;09„ 33.71' / ;, C25 981.40 46.13 2'4135 0 os 0' 4� � `b C26 981.40 100.17 5'50'54" 's /c� � °` VL9 32 20., � R�1 ,^1 C67 18.90 31.50 95:29'29" C68 1018.60 63.73 3 35 05 GOLF COURSE ` ��� 48 � 1'3<)13. f l jiu/ / N 70. , C70 18.90 15.09 45'43 C69 281.40 25.42 5'10'31" HOLE #16 � �°� ti 8 ` o� c22 X36 2 2a., e o 57„ 11 16' � C71 281.40 103.90 21'09'18" ��7 `3cg�r o, ^o. 52 / 2 CO' C72 18.90 34.98 106'01'54" 3 ^. L9 ��8Q2 o • �� 2 oM �c� o/ ^ C73 18.90 29.69 9000,00 2 2 co C92 281.40 129.32 26'19'50" / C93 318.60 146.42 26'19'50" N �g.3 / -i C4 / C95 1000.00 103.94 5'57'19" PARCEL D o, L23 2 20., s C96 43.60 129.59 165'02'24" LLA 04-03 0`� L24 144 96' E 1/ o / N 47 �g3 GOLF COURSE C97 43.60 66.59 87'30'21" DOC. No. 20040281281 12 ti l = 220» M HOLE 18 ,� ;� ^ 36 40, E # C104 1028.00 42.46 2'21'59" 0.R.F.C. ^� �w°' v ,9- i� o' 0 56' P U E ��' / CO o PER DOC No. 7� 2SQ6 �.'`� PER6DOC No. �`�� ti 5 3 // �cV 0 rn/ 2005- ?<'6, Giro / / 2005- PER 005- , o/i 3 / 21 N / .IV- 46 L6 J o ^� X932, // N 0 h LINE TABLE R12 C72 '' L25 lsg 1�,0 E / o N X93 °j LINE BEARING LENGTH 9.40' 3 / = 136220h e L7 N75'20'16"E 22.28 n \ Q, / 40' L8 N51'18'07"E 8.89 c9 13 4 5'07"E 17.44 6, cry N / o> o L9 065 N °j • / c�0) L10 N79'32'20"E 9.42 64 0 4 / 00 „ \ 2S \ 5 / p, v N PARCEL D L11 S62'59 45 W 7.62 \9 C20 N�932, \ z _�// ^� / 2O �* LLA 04-03 L12 N71'08'22"W 26.88 1 20ryE L13 S76'4837"W 21-58 JL4 1 EgST93.25' 93220 \ // o o' o L21 N05'34'14"E 36.24 / ,,gyp • L10 �.000 N GCE/yG E 308 14 / ` N X932, rn L22 S49'29'09"W 47.42 9.40 \ \` �9.3220,�R�, wqY 96 �l'� \ C73 / / o / X36 42 0,. F o L24 NO2�09'01�;W 14.95 7046 \ 00'g0 S2. 18.60' / o L25 NO2'17'07"W 15.00 3 \ rn/ L28 S1 0'27'40"E 362.31 14 `v '^ o �. / L29 N10'27'40"W 158.29 i� �' \ B. h 19/ N89• �o 91.1 p' \ J 15 \ o 43 Z ti�,� I 23,93' ,3330• 2 16 3 C21 / o N X932, RADIAL TABLE o , 20" LINE BEARING NOTEt • �l 'CO 136 40' E R9 S55'54'06"W L11 0 �' 6.50 PE / o R10 N62'59'39"E ALL MEASUREMENTS ARE 47.68' 104.32' (o• / R11 N79'08'40"E Prepared by MEASURED AND RECORD o R12 N88'51'46"W UNLESS OTHERWISE NOTED. N62'59'45"E 159.62' - Sg = 1 7 / o 0 N8 40� 18 R13 S86'28'50"W R14 7'43"W ROVOST& 565 0 PRITCHARD SCALE IN FEET ti> / o / ENGINEERING GROUP ,•E 151.p6 286 WEST CROMWELL AVENUE ,� N49.2.9'09 FRESNO, CAIJFORNIA 93711-6162 0 30 60 120 GOLF COURSE �. ( 559/449-2700 FAX 559/449-2715 HOLE #17 DATE: 07/26/05 }z- 1,j L22 JOB NO.: 14130470 DRAWING NO.: 20050202