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HomeMy WebLinkAboutT-6004 - Map - 7/2/2013 FINAL MAP OF TRACT N0. 6004 RECORD TITLE INTEREST STATEMENT A PLANNED UNIT DEVELOPMENT SURVEYOR'S STATEMENT THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN THIS PHASE 2 OF VESTING TENTATIVE MAP NO. 6003 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS SHOWN. SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP, AND OFFER FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC BEING A SUBDIVISION OF OUTLOTS C & D OF TRACT NO. 6003 THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE USE FOR THE PURPOSES SPECIFIED THEREIN. WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF CIAO LLC ONTER VOLUME PLATS, PAGES FRESNO COUNTY RECORDS ANDPERTIESOCCUPY, ER THE POSITIONS BINDICATED,1OR THATREBY THEYSTATE WILL BEASET IN TH SALL THE OE UPOSITIONS ON ORMENTS ARE OFEBEF�CONE COPPER/MAPLE NO. 4, INC., A DELAWARE CORPORATIONYEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER. THE IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA MONUMENTS, ARE OR WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP BY: BY: SURVEYED AND PLATTED IN MAY, 2013 SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. ROBERT A. McCAFFREY BRENT M. MCCAFFREY BY MORTON&P1TAL0, INC. DATED LA Na S CHIEF EXECUTIVE OFFICER PRESIDENT CONS/STING OF 3 SHEETS .• CHRISTOPHER •••�� SHEET 1 OF 3 SHEETS - JOSEPH GORGES • o U.S. BANK NATIONAL ASSOCIATION CHRISTOPHER J. GORGES SUCCESSOR IN INTEREST TO HOUSING CAPITAL COMPANY, A MINNESOTA PARTNERSHIP LEGAL DESCRIPTION P.L.S. 7350 N0.7350 * •• Exp.1213112013 BY: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF cp ••, .••\Q THOMAS G. WALKER, SENIOR VICE PRESIDENT CALIFORNIA, DESCRIBED AS FOLLOWS: �q�F -- • ••�0�� O C Ate OUTLOTS C AND D, AS SAID OUTLOTS ARE SHOWN AND SO DESIGNATED ON THAT CERTAIN MAP ENTITLED, "TRACT CITY ENGINEER'S STATEMENT NO. 6003" FILED IN VOLUME _ OF PLATS, PAGES FRESNO COUNTY RECORDS. EXCEPTING THEREFROM AN UNDIVIDED + INTEREST IN AND TO ALL OIL, GOLD OR OTHER MINERALS THAT MAY BE I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME SITUATED IN OR UNDER SAID LAND AS RESERVED IN DEED RECORDED NOVEMBER 5, 1925 IN BOOK 608, PAGE 6, AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF FRESNO COUNTY OFFICIAL RECORDS. THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. SCOTT L. MOZIER, P.E. 54417 LICENSE NOTARY ACKNOWLEDGMENT CITY ENGINEERES 12-31-2013 STATE OF DATED COUNTY OF ON , BEFORE ME, A NOTARY PUBLIC, THIS PROPERTY IS SUBJECT TO THE FOLLOWING: CONSULTING LAND SURVEYOR'S STATEMENT PERSONALLY APPEARED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE 1. THE EFFECT OF AN INSTRUMENT ENTITLED "BEFORE THE BOARD OF DIRECTORS OF THE FRESNO METROPOLITAN I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISIFIED THAT THE MAP IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN FLOOD CONTROL DISTRICT RESOLUTION PROVIDING FOR THE RECORDATION OF A MAP IDENTIFYING AREAS TECHNICALLY CORRECT. HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT PLANNED LOCAL DRAINAGE THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT, ACTING FOR THE CITY OF FRESNO: FACILITIES", EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND CITY OF FRESNO, BLAIR, CHURCH & FLYNN CONSULTING ENGINEERS I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING RECORDED JULY 311f 1995 AS DOCUMENT NO. 95092128 OF OFFICIAL RECORDS. 451 CLOVIS AVENUE, SUITE 200, CLOVIS, CA 93612 PARAGRAPH IS TRUE AND CORRECT. 2. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, BY. RANDEL! SCOTT WEST, L.S. 8663 WITNESS MY HAND WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES, CITY-WIDE FEES AND DEVELOPMENT FEES TO LICENSE EXPIRES 12-31-2013 SIGNATURE THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR THE FINAL MAP OF TRACT NO. 6004, PHASE 2 OF VESTING TENTATIVE MAP NO. 6003, RECORDED DATED NAME DOCUMENT NO. , FRESNO COUNTY RECORDS. MY PRINCIPAL PLACE OF BUSINESS IS COUNTYPLANNING COMMISSION CERTIFICATE 3. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ENTITLED, "THE HEIGHTS ON COPPER" RECORDED MY COMMISSION NO. , DOCUMENT NO. , FRESNO COUNTY RECORDS. MY COMMISSION EXPIRES 4."NOTICE OF ADDITION", RECORDED DOCUMENT N0. � I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY FRESNO COUNTY RECORDS, AMENDING A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ENTITLED, PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. THE HEIGHTS ON COPPER" RECORDED DOCUMENT NO. FRESNO COUNTY RECORDS. KEITH BERGTHOLD SECRETARY OF THE FRESNO CITY PLANNING COMMISSION DATED CITY CLERK'S CERTIFICATE I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. ADOPTED ON , APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC, NOTARY A CKNO WLEDGMENT ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION. STATE OF YVONNE SPENCE, CMC CITY CLERK COUNTY OF BY: ON BEFORE ME, A NOTARY PUBLIC, DEPUTY PERSONALLY APPEARED , DATED WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. RECORDER'S CERTIFICATE I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. DOCUMENT N0. FEE: WITNESS MY HAND FILED THIS DAY OF 2013, AT _.M., IN VOLUME OF PLATS, SIGNATURE AT PAGES J. AT THE REQUEST OF MORTON & PITALO, INC. NAME FRESNO COUNTY RECORDS. MY PRINCIPAL PLACE OF BUSINESS IS COUNTY MY COMMISSION NO. PAUL DICTOS, C.P.A., RECORDER MY COMMISSION EXPIRES BY DEPUTY 11-0037 v., PARCEL MAP NO. 2008-02 95 J97 BX 69 t c.EL �q0 4C5 BK. 69 OP PARC R. PS, P r �,'��L vo �p _0.1 �c Ps' t'G FOUND I"IRON PIPE,NO TAG ' I PARCEL C `'�6�4a ACCEPTED AS THE NORTH QUARTER L C���' 1 PARCEL C 1 PARCEL D PARCEL E 1 pgO�' PARCEL A PARCEL A 1 PARCEL B I 1 CORNER OF SECTION 13, T.12S., 4 oL I BASIS OF BEARINGS 1 2551.56`(1)(3)(4)(R&M) R.20E.,M.D.B.&M.,PER TRACT NO.5260 ° "� R&M - --1- - �"'- - �- - 1589.56'(4)(R&M) - �� N88 1832 E(1)(3)(4)( 962.00'(1)(4)(R&M) - - - _ - - - - - LEGEND FOUND SCOTT McKA YMONUMENT, NFIRMED E PUBLIC STREET EASEMENT PER-7 20'� I cKA CO )II, PUBLIC STREET EASEMENT PER EAST COPPER AVENUE WITH RECORD TIES,ACCEPTED AS THE I DOC.NO,2006-0154461 I o ................ DIMENSION POINT, NOTHING FOUND OR SET NORTHWEST CORNER OF SECTION 13, T.12S., I DOC.N0.2008-0166727 R.20E.,M.D.B.&M.,PER CORNER RECORD N0.5860 -T-- -•-r-- -7- T- •.......••.••••• MONUMENT FOUND AND ACCEPTED AS DESCRIBED HEREON •I � � � I I 1 1 P �1J 7 a 9 10 11 12 13 0 59 .•••.••.•••..••• FOUND 3/4"IRON PIPE WITH PLASTIC PLUG STAMPED L.S. 7350 PER(4) PUBLIC STREET EASEMENT PER 2 3 1 r1 I 5 1 6 I 1 I 1 1 / t o " DOC.NO.2007-0157966 � 1 ° = 1 ................ SET 3/4 x 30 IRON PIPE, 6 DOWN, WITH PLASTIC PLUG STAMPED L.S. 7350 I I I N78 4834"W(R)(4)(R&M) O -1- �-- I � 94.81 4 R&M � � � 2 I ()( z W VE ................ SET 3/4"x 30"IRON PIPE, 6"DOWN, WITH PLASTIC PLUG STAMPED L.S. 7350, OUTLOr E = MAKENNA DRI 14 1 1 M T R x CONCRETE ENCASEMENT EAST _ T �- /� GRAPHIC SCALE IN 6 D A E E 30 I I I-- --I / SIDEWALK WITH BRASS TAG STAMPED L.S. 7350 I w C31 I 100 50 0 1aa 200 ® •••••••••••••• SET NAIL IN CONCRETE cc W I I I ° 9 28 1 27 I i s 1 25 I I 2�t 1 23 1 22 1 21 1 20 1 19 15 1� 5a TRACT No 6003 � (R)................ RADIAL BEARING .; F29 1 I- 1- 1 in=100 ft Z I I ° I VOL OF PLATS, PGS. - � -i Q .I o I I.C.R. z (R&M)........... RECORD&MEASURED 1 I 8 ` I T- 3�4 35 1 35 1 37 1 3a 1 39 1 �D 1 41 16 I v 3D 31 32 33 1 OUTLOT A �� " " " Q �I -� 1 1 1 1 III ................ FOUND WITNESS CORNER, 3/4 x 30 IRON PIPE, UP 4 IN PUBLIC STREET EASEMENT PER `" I I°� - J� 1� �"1____- 6"DIAMETER x 30"P.C.C.MONUMENT, DOWN 6"TAGGED L.S. 7350 "a W `o( �_�__-__ J--- -1---- 1 -- 1---- 57 DOC.No.2006-0154461 I I N 7- EAoUTLor CHRISTENSEN DRIVE 17 3.00'X 3.00 FROM LOT LINES OR 3.00 FROM LOT CORNER PER(4) FOUND NAIL Q Q --r- ---�o-r-- -�-- �- �- (--i N 0`33 ()(&( ( M) � Nss°5s'o2"W(1)(R&M .,.•..,,.,,,,,,. INDICATES WITNESS CORNER, SET 3/4"x 30"IRON PIPE, UP 4"IN EAST ONE Z I 6 -a r �- �_ �_ �� { 82.Q0(4)(R&M) 120.84'1 R TAGGED RCE 26996 METER x "P.C.C. MONUMENT DOWN 6"TAGGED L.S. 7350 - �- 1 53 52 51 50 49 01 4a 1 .47 1 46 1 45 1 44 1 _43 1 .42 1 a x'19 ()( &M) PER TRACT NO. 6 DIA 30 C , . I I - z 54 , 1 I 1 I I 56 g 3.00'X 3.00'FROM LOT LINES OR 3.00'FROM LOT CORNER. (SEE OPUS DRIVE ~�`' I W N88°18'32"E 4 R&M) 656.52(4)(R&M) �. WITNESS S CORNER DETAIL ON THIS SHEE OCa I I 5 M P. � � ��47� � i �� S � 16 17 18 19 20 21 a _ _ INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS PER(4) �-. 21 Z� z �� 11 12 13 1 14 1 15ca 1 oI I I I 1 o _ u�u� 20'PG&E EASEMENT PER 4 � �� °0 oaX48 55 0. Q' BLUE BORDER INDICATES LIMITS OF THIS SUBDIVISION o DOC.NO.2004-0154284 �� AXELSON DRIVE �' z- �. _ I I W N OUTLOT A EAST " - 3 - o ��U �, Q (1)............... RECORD DATA PER TRACT NO. 5260, VOL. 70 OF PLATS, PGS 63-64, 49`� FRESNO COUNTY RECORDS °� 30 1 29 12$ C 27 1 26 1 25 1 24 1 231 22 p w o f '� 2 Z.a 34 133 1 32 1 31 I 11 � Q 20 N ov 1 ! z Ov.► r j_ I �--- 50N 5 �o O (2)............... RECORD DATA PER"TRACT N0. 5110" VOL. 68 OF PLATS, PGS. 82-83, M Jf Q �, O 911, Z I I I-� �� � � I- I -I O I �°a o � FRESNO COUNTY RECORDS N 40 --� 41 42 43144 45 1 46 o I35 36 3 7 38 1 39 I 11 1 1 1 Z I L15 L14 z 1 1 1 C7 /� 3 ............... RECORD DATA PER"TRACT NO. 5261 VOL. 73 OF PLATS, PGS. 63-64, C24 L13 t2 0 51 �* °� ) FRESNO COUNTY RECORDS. -.) I L17 C1 1°41'28"W R)(4)(R&M) OUTLOT A o� 53 p 20 I J L4 NO 37.00'(4(R&M) EAST CORNELI USON DRIVE z PARCEL 3 ° " 6003"y � .R 1 4 R&M Rg�)� N80 1033 (4)............... RECORD DATA PER TRACT N0. VOL._OF PLATS, PGS. cl I �3 �, C6 523.45 2� 4 R&M) 115.E(2)(4)( 10 (1)(4J(R&,t� FRESNO COUNTY RECORDS. N PG&E EASEMENT PER c1q1 I C5 L33 C30 OUTLOT D °02'11"E 2 4 R&M ,2(4)(R&M)85'00(2)( )( 37 ��11(4�(R&Ml o DOC.NO.2004-0065143 55.00'(4)(R&M) N8o ,2 4 R&M)85.�( ) 3a ��� 36 FOUND NAIL L.E. ........... LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE 345.00'4 R&M R&M) z�0'�()()( 39 ' N ' TAGGED RCE 26996 o, ° 147. 9(2)(4)( �0 1 Nos°5T49"W(2)(4)(R&M) PER TRACT NO.5260 P.E. ........... PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE U N89 3639"W(2)(4)(R&M) 400.00(2)(4)(R&M) 7 N, 41 N ' ' 45.34'(2)(4)(R&M) P.U.E. ........ PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE - 47 46 r15 , ` &M X5.0Y(2)(4)(0) YE........... PRIVATE YARD EASEMENT-PRIVATE EASEMENT FOR USE AND DRAINAGE FOR TRACT NO. 511050 8 .00'(2)(4)(8 ) M) "PARCEL VOL. 6a OP PLATS, PGs. a2-a3 �, (R&M) 4 Q0,(2)(4)(R8�) 1�5 3g�(,ALC) FOUND NAIL THE BENEFIT OF THE ADJOINING LOT OWNER, PER DECLARATION OF FOUND NAIL SET ON F C.R. S 0.3g(2)( )92)(4)(8&M) 3 NOC'H TAGGED RCE 26996 ©o- + COVENANTS, CONDITIONS, RESTRICTIONS AND RESERVATION OF EASEMENTS co CONCRETE M W TRIP N80-02'11"E(2)(4) 80 0211 ( ROYAL pOR FOR THE HEIGHTS ON COPPER"RECORDED DOCUMENT � CO CRE 0 S EAST RO U E PER TRACT N0.5110 � o � 3.00' „ TAGGED RCE 26996 R=48(2)(4)(R&M) E AVENUE NO. , FRESNO COUNTY RECORDS,AND NOTICE OF PER TRACT NO. d=29°06'38 2 4 R&M FOUND NAIL ADDITION"RECORDED DOCUMENT N0. I (X)l ) L=24.39`(2}(4)(R&M) TAGGED RCE 26996 moo- FRESNO COUNTY RECORDS. THE WEST QUARTER CORNER OF SECTION 13, T.12S., PER TRACT NO. 5110 R.20E.,M.D.B.&M.FALLS ON SEWER MANHOLE F.C.R.. ........ FRESNO COUNTY RECORDS POSITION ESTABLISHED PER ITES ON FILE WITH FRESNO COUNTY SURVEYOR,CORNER RECORD N0. 6001 O.R.F.C. ..... OFFICIAL RECORDS FRESNO COUNTY CURVE TABLE 3.00 FOUND X PER CORNER RECORD NO.6001 00• C5 R=181'(4)(R&M) d=41°24'35"(4)(R&M) L=13.01'(4)(R&M) CALC.......... CALCULATED FROM RECORD DATA FOUND X PER CORNER RECORD NO.6001 C6 R=14'(4)(R&M) d=41°24'35"(4)(R&M) L=10.12'(4)(R&M) WITNESS CORNER DETAIL FINAL MAP OF C12 R=9'(4)(R&M) d=89002'14"(4)(R&M) L=13.99'(4)(R&M) NOT TO SCALE C15 R=266'(4)(R&M) d=8°27'19"(4)(R&M) L=39.25`(4)(R&M) TRA C TNOm 6004 NOTES; C24 1;=9'(4)(R&M) d=93002'347(4)(R&M) L=14.62'(4)(R&M) PIPED N " TAGGED TAL T C30 R=266'(4)(R&M) d=2004'48"(4)(R&M) L_9.66(4)(R&M) A PLANNED UNIT DEVELOPMENT (1) SET 3/4 x 30 IRON OW 6, AGG L.S. 7350 A L LO C31 8=46(4)(R&M) d=1°23'01"(4)(R&M) L=1.11(4)(R&M) CORNERS,ANGLE POINTS AND POINTS OF CURVATURE UNLESS SHOWN PHASE 2 OF VESTING TENTATIVE MAP NO. 6003 OTHERWISE. LINE TABLE BEING A SUBDIVISION OF OUTLOTS C & D OF TRACT NO. 6003 (2) OUTLOT A IS FOR PRIVATE STREETS AND IS A PUBLIC UTILITY EASEMENT L1 N89°36'40"W(4)(R&M) 58.52'(4)(8&M) L15 N89°36'40"W(4}(R&M) 10.96'(4)(8&M) NOW OFFERED FOR DEDICATION FOR PUBLIC USE. L2 N45o52,13 E(4)(R&M) 33.49(4)(R&M) L16 N47o05'17"W(4)(R&M) 23.34'(4)(R&M) BASIS OF BEAR/NGS: VOLUME PLATS, PAGES , FRESNO COUNTY RECORDS L3 N45 5213 E(4)(R&M) 20.66(4)(8&M) L17 N47 0517"VV(4)(R&M) 2.62(4)(8&M) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NORTH LINE OF THE IN THE CITY OF FRESNO FRESNO COUNTY CALIFORNIA (3) OUTLOTS B, C&DARE FOR PRIVATE LANDSCAPING, PRIVATE WALKWAY L4 N45052'13"E(4)(R&M) 12.83(4)(R&M) L18 N47005`17"W(4)(R&M) 20.72'(4)(8&M) NORTHWEST QUARTER OF SECTION 13 T. 12 S. R. 20 E. M.D.B.&M. AS SURVEYED AND PLATTED IN MAY 2013 AND RECREATION PURPOSES. L5 N01°21'06"E(4)(R&M) 42.77'(4)(R&M) L25 N88°18'32"E(4)(R&M) 4.54'(4)(R&M) L12 S88038`54"E(R)(4)(R&M) 5.00'(4)(8&M) L33 N89°36'40"VV(4)(R&M) 25.02'(4)(8&M) SHOWN ON TRACT N0. 5260, FILED IN VOLUME 70 OF PLATS, PAGES63-64, FRESNO COUNTY RECORDS. THE BEARING OF WHICH IS BY MORTON&P►TALO, INC. L13 N89036`40"W(4)(R&M) 40.69`(4)(8&M) L34 N01°21'06"E(4)(R&M) 56.46'(4)(8&M) N88°18`32"FAND IS BASED ON MONUMENTS SHOWN HEREON AS FOUND. CONSISTING OF 3 SHEETS L14 N44°36'40"W(4J(R&M) 4.24'(4)(8&M) SHEET 2 OF 3 SHEETS 1i-0037 ��ti 4 �, FOUND SCOTT McKAYMONUMENT,CONFIRMED I PARCEL MAP NO, 2008-•O2 I I � PARCEL C �1�'/�� I PARCEL A BK. 69 OF PARCEL MAPS, PCS. 95--97 PARCEL D PARCEL E I PARCEL MAP NO, 2008--01 Q C_" I WITH RECORD TIES,ACCEPTED AS THE I ECR I I E C R BK. 59 OF PARCEL MAPS, PCS, 46-48 NORTHWEST CORNER OF SECTION 13, T.12S., PARCEL B PARCEL C ____- 0� R.20E.,M.D.M. PER CORNER RECORD NO.5860 -�____ 0 °�", 2551.56'(1)(3)(4)(R&M) s� 1,j Ip", �_- --- - - - --- ----- - - - 1589.56' N88°18'32"E(1)(3)(4)(R&M) 962.00'(1)(4)(R&M) _ - - - - 463.19'(4)(8&M) FOUND 1"IRON PIPE,NO TAG ACCEPTED AS THE NORTH QUARTER 487.79'(4)(8&M) � R.020E.ER OF M.D M.,EPER070 PLATS 631 5'P.U.E. 1102'(3)(4)(R&M `VPUBLIC STREET EASEMENT PER PUBLIC STREET EASEMENT PER "I r T_ --� EAST COPPER AVENUE ­, DOC.NO.2006-0154461 co TRACT N0. 6003 VOL. _PLATS,AT PGS. ,F.C.R. 9 I 22 5' Q I PUBLIC STREET EASEMENT PER PUBLIC STREET EASEMENT PER N85°58'50"W 4(R&M) GRAPHIC SCALE I I DOC.NO.2007-0157966 o DOC.NO.2008-0166727 °° �'I () N87°43'04"E 4)(R&M) �%j -� � .�- � x � 60 30 0 80 120 34.64'(4)�R&M) ��' �- ° " 253.55'(4)(R&M) �-- N88010'41E 4 R&M -160.15 4)R&M _ - _ Q° N87 43 04 E(4)(R&M) ____T � -r--- ---'� 1 Ifl-s0 ft - 4) &M N88°13'41"E(4)(R&M) 179.55'(4)(R&M) 7 4.07'�R MR&M V �- I LINE TABLE 81.99(II ( )) C4 N8 ) � ) I I � ° I x I ° I x , N88013'41 E(4)(R&M) C3 �(� 4) 3.00 4 R N43°17'05"E 4)R&M) I I --. Ll N89 36 40 W(4)(R&M) 58.52(4)(R&M) L 1 g N82 49 53 E(4)(R&M) 54.70(4)(R&M) m X �- 1.51'(4)(R&M) 16.82'(4)�R&M) I o L2 N45°52'13"E(4)(R&M) 33.49'(4)(R&M) L20 N82049`53"E(4)(R&M) 54.70'(4)(R&M) I I I LS o 36' o �� I I I 12 4 O l x I ° I n I I ' I 46 U, 1 p 11 13 N45 5213E 4 R&M) 20.66 4 R&M L21 N01 2106E 4 R&M 8.08 4 R&M r 8 5 / co L3 ()( ()( ) I x ()( ) (J( ) 5 N = `-Q _ I I I I I L4 N45°52'13"E(4)(R&M) 12.83'(4)(R&M) L22 S0104128 E(R)(4)(R&M) 5.00'(4)(R&M) _,I I --� N43°07'40"E 4 R&M 3 I 5 I ia C7 m g Z 1 a R-14(4)(R&M) I / 59 x 1 ° I 46 28.91'4 R)&M )\ 2 `�' �o ,�'`j "� � d=16°36'06"(4)(R&M) I I / L5 N01 2106 E(4)(R&M) 42.77(4)(R&M) L23 N01 4128"W(4)(R&M) 16.00(4)(8&M) I 11 O( ) L-4.06 4 R&M I I N01 2106E 4 R&M 21.00 4 R&M L24 N01 4128 W 4 R&M 21.00 4 R&M DETAIL "A�. `� I �I I I I a 204 I � m a� �Z L° 4 R&M 1 295.19'(4)(R&M) �, / L7 N01 2106E(4)(R&M) 21.77(4)(R&M) L25 N88 1832E(4)(R&M) 4.54(4)(R&M) 1 �J- - N88 18 32 E( )( )335,19(4)(R&M) - _ �� 14 N46°41'28"W 4 R&M 25.31'4 R&M N80°10'33°W 4 R&M 21.00'4 R&M 11=20' � I I I I C13 a, N88°18'32T(4)(R&M) 224.26'(4)(R&M) 178.26{4)(R&M OUTLOT E I - N C LS O( } O( ) L26 O( ) O( ) I N I �- L11 ° �� -- LS14°54'38"W(RZ{4�(R&MZ 559.45(4)(8&M) 7 I \ L9 N89°36'40"W(4)(R&M) 27.06'(4)(R&M) L27 N80010'33"W(4)(R&M) 16.00'(4)(R&M) 2 S ( I N89°36'40"W ° �bt C 16 N88 1832 E(4)(R&M) EAST MAKENNA _DRIVE 559.45`(4)(8&M) ` __r___ ' c % L10 S01°41'28"E(R)(4){R&M) 5.00'(4j(R&M) L28 N09°49'27"E(4)(R&M) 76.39'(4)(8&M) N78 4834„wR L19 17 N88 18 32 E(4)(R&Mj R=9'4 R&M N82°49'53"E(4j{R&M) 54.70'4 R&M L29 N09°4927" 4 R&M 76.39'4 R&M ti 68.90' 4 R&M ��' L20 (1( o� L11 ()( ) El)( ) ()( ) t I I 94 8>' Ci 8=90000'00"IR&M 9 � -- ---- ° x I ° I " I L 12 88 8 54 E R 4 R&M 5.00(4)(R&M) Lia N80 10 33 W(4)(R&M) 37.00(4)(R&M) �, PUBLIC STREET EASEMENT PER M A-1°23'01"4Aw _ ► ( I I L=14.14'(4)(R&M) co L 13 N89 36`40"W 4 R 40.69 4 R&M L31 N01°41'28"W R 5,p0' DOC.N0.2 - I 42 c I _ l) R 9(4) R&M, I 20 19 () (J( ) ( J 0 006 0154461 L-1.11(4)(8&M) o d=73°01'2 "(4)(R&M I I I TRACT N0. 5003 24 23 22 21 I I o L14 N44°36'40'W 4 R&M 4.24'4 R&M L32 N01°41'28"W 5,f16' u�a- I I I N7 ° 9 c �,, L=11.47(4)(R&M) I 26 VOL. �J OF PLATS, PC5. J� 211 16' 15 0 ° I n ° x Z 8 4834"w Zg I F.C.R. I I I z 58 L15 N89 36 40 W(4)(R&M) 10.96(4)(R&M) L33 N09 48 25 E(4)(R&M) 64.30"If) o - I I a'' �► _ _ I I _� L16 N47005'17"W(4)(R&M) 23.34'(4)(8&M) L34 N09°46'25"E(4)(R&M) 64.30'(4){R&M) I I I I i- i ic-c IZ .I 1`89 29' ` F1 r i �� .r-� r� i� V`-� �. � x I ° I 11 1 "� 5 Y.E. ,,,� OUTLOT A I I I Iit L17 N47"05'17 W(4)(R&M) 2.62(4)(R&M) L35 N09 4825 E(4)(R&M) 64.30(4){R&M) Q I I I DOI I db, ....� ._••-• I I I I 4 1 N co � o I n ► T 40 I L18 N47 0517 W(4)(R&M) 20.72(4)(8&M) Q PUBLIC STREET EASEMENT P 8 �, 35 37 I 38 I 39 I Ro 9(4 )(R&M 16 TRACT NO.6003 '` ) II I �-9C 00'00(4)(�&M) a o a - ro u1J � � �11?-�'IFRU.E PER(4) � ,�? a, R=229`(4 R&M � 34 I 35 i , � � 33 I L=14.14(4)(R&M) CURVE TABLE w VOL_PLATS,AT PGS. J I / N87°19' �d=8°27'194 R&M 31 I 32 I 63 45 W(R v �)( ) I 1 0 l x _ 1 -a F.C.R. 4. I I ) "' L=33.79'(4)(8&M) I I l a - - -- C1 R--46(4)(R&M) d=90 0000(4)(R&M) L=72.26(4)(R&M) N 85.25' ( I .L .____- •` _ _ o I x 1 Q , C22 C20 30 �, __J___-- I- L10 v a>o C2 R-266(4)(R&M) d-11 3055(4)(R&M) L=53.46(4)(R&M) I I°° i� � 5 Y.E. I ._.-.l_ - � 1 -, c� oo L22 _____j._ - ------ 652.25(4)(R&M) � _ _ = I r 7 «, ° - - 57 C3 R 100'(4)(R&M) d 14°22'08"(4)(R&M) L 25.08'(4)(R&MJ I �-- � N88 1832 E(4)(R&M) OUTLOr E - ,�, S83°30'40"E(R 4 R&M 17 I ° I x , I v I R I 5'Y.E. � Q � � _ - _ 711.35'(4)(8&M) ___ {.)1_�Q, C4 R=100(4)(8&M) 4=14 2208(4)(R&M) L=25,08(4)(R&M) W I N88°3854"W "' -- _ N88°18'32"E(4)(R&M) HRI STENSEN DRIVE 646.61'4 R&M v �' � � ° " M EAST T C -�'-- „�, � „ --._ � C5 R=18'(4)(R&M) d=41°24'35"(4)(R&M) L=13.01(4)(R&M) I 85.41 - 1488 18 32 E 4 R& --•�-- I O I I - 6'P.E.PER(4) . .�_____ TI _ R-914 R&M 'C(` ---.1 _ _ _ C6 R=14M(R&M) d=41°24'35"(4)(8&M) L=10.12(4)(R&M) c o FT d 101 3055(4)(R&M) - R=250'4 R&M =2°04'48"(4)(R L=9.08'4 R&M W I o ,� _ R-9(4){R&MT- I o L-15.95'4 R&M m Cl ()( ) d ) ()( ) I I~' 6 , n "'• d-86 5T26(4)(�&M) I I I I - ()( ) �;, �� - ' - ° ' x L=50.24'4 R&M EAST ONE .� I � I I � 5 Y.E. � � -. L-13.66 4 R&M � I I � I �3 42 0 � � a,, 18 :�- � C8 R-250(4)(R&M) d 113055(4)(R&Mj ()( ) $ - I N88°38'54"W (J( f I I o 48 47 45 45 I 44 I I �,, © �, '' 0 ;'fir. _ _ ° 1 x = I 4 I I IW I 53 52 51 50 49 I --t I I I v 10334 R C9 R-250(4)(8&M) d 3 2007(4)(R&M) L 14.55(4)(R&M) OPUS DRIVE 85.66' (� - I I I ru 82.0 &M 6 R=250'4 R&M d=8°10'48"4 R&M L=35.69'(4)(R&M) , ( _ 54 I► 656.52 4 I 0(4)ft . oo .� C10 ()( J ()( ) I o I I �� g 24 L.E.PER(4)4 M 5 P.U.E. N88°1s32 E 4 46,9p' 50.00' 70.37 ,C26 2 0 , ° I x W I o 5 0 PER 4 53.50' 0 0.00 0 55.00 50.00 46.90 Z Z Z I 'o C11 8=30(4}(R&M) d=90 0000(4)(R&M) L_47.12(4)(R&M} o I I Iz I I 5'Y.E. "' a• 61.85' 50.50' 50.50 50.50 50.50 z o O 5'Y.E o 5'Y.E zo 5 Y.E. I o 5 Y.E l a o 21 4 7 0 ° I n 1 " I z 1 z 5 Y.E. o o I j I C12 R=9(4)(8&M) d=89 0214(4)(R&M) L-13.99(4)(R&M) o R da N o�. 0 o l n N N88038'54 W I d z 5 Y.E o 5 Y.E. o I c ,�; c; 17 .+� $ '`' 9 0 °�' ca N80°�01 `" C13 R=2fi6(4)(R&M) d=5 2839(4)(RW) L=25,43(4)(R&M) IIIc,c _ 5 Y.E. o I I �'a .� a '� w 6 o g v, 33" O I M r i O o O ° -4s :� •p 14 -.i /5 a O Q N N O N O O N �►. t�0. 1 0 1 x C14 O( ) O( ) L=58.63(4)(R&M) 85.90 sl a a -p 13 c� n N c o a 2 1 8=46 4 R&M d=73 0128 4 R&M L=58.63 4 R&M d. 12 oo C23 0 , w o z ''' 11 g N CoN O o 5 P.U.E. 82, p ° 7I I I l I o R=9 gN oN - � -i i �- "' ( 4 © d=93°02'34" o °O oa �; 41- `-' o C15 R=266'(4j(R&M) d=8°27'19"(4)(RM) L=39.25'(4)(R&M) o _ �5 P.U.E. I $ 0° 55.00' 50.00' 46.90' 46.90' --50.00'• -52.00 L32 _ 0 5 Y.E: o � _ _ ° 1 x _ 1 °o �, 9 16 21 L-14.62 � _- � � `� 48 0 �0.� C16 R=250(4)(R&M) d-5 2839(4)(R&M) L=23.90(4)(R&M) z 21 �, a; IN8803854 5 Y.E' 31-55.50' -50.50- -50.50' -50.50'- -50.50- •-53.50- 0.0�► �� I Lo "W I N88°18'32"E OUTLOT A 665.91' 631.80' _ - °-, „E R N I N80°>p► „ `" 55 0.q C17 R=229'(4)(8&M) d=5°28'39"(4)(R&M) L=21.89'(4j(R&M) �, _ - ° 11 _ _ S08 0414-(� �, 33►N ° Q C18 R=30'(4)(R&M) d=73°01'28"(4)(R&M) L=38.24'(4)(R&M) DETAIL B I 86.00' :�. 21.03' _ C3'` 686.94 62001, NTS UJ I I �, 10'P.U.E.PER(4)- o o N88 1832E EAST AXELSON DRIVE 621.76 _ W ° " I O g M "' N88°18'32"E I C1g R=250(4)(8&M) d=8 2719(4)(R&M) L=36.89(4)(R&M) 0 3 -.. - -50.00' -50.00'-- 45.00 -45.00 45.00'- z -52.5889 QI W o 5'P.U.E. o - I of I - I c1a - � o •..• I I IIN8803854"W 5 P.U.E.PER(4) � 4.18 45.00 -45.00 -45.00 45.00 -45.00 45.00 0.00 1 zo � z o o a d-101°30'55" � ^. �' 49 � -►,,. � C20 R=9'(4)(8&Mj d-93°02'34"(4)(R&M) L=14.62'(4)(R&M) z z z 5 P.U.E. 5 Y.E. I o 95 Y.E. o = .v I ° I x 1 z z z o 0 0 ° ° $ L=15.95'o . o N80 N I ' 4 1 0 1 °, 0 1 05'Y.E. I o, 5 Y.E o° 05 Y.E. .� „ o `� C21 8=266 d=7 0810 L-33.13C29 5 Y.E. I c-5 Y.E. j 5 Y.E -i5 Y.E. c, o o ° o ., ;+� •+� o cn 1033 w� Z N I I --. 86.00' �" 5'Y.E .p �' .►�° �'.a' �'' `�' 28 �_ �''� g 27 26 S 25 $ r 24 a � 23 0 22 . N 0 82p W ° C22 R=266' d=1°19'09" L=6.12' a' -a d w I of 5'Y.E. � I � 34 c 33 $ N 32 g 31 0 30 g 29 g " m co - , ° I x I I � 1 4 285.56' ' 0 0 C23 R=9' d=72°06'19" L=11.33' R 0 N I oI I g o v, tg 5'P.U.E. i "i co I a I 326.12'1 � � 4 4 I N88 18 32 E 45.00' 45.00' 45.00' 50.56' I 0 5YE:- W 54 o M I �'� of 2 O N PER 4) N88°1832 E 45.00' 45.00` 45.00' O 50.00 50.00 121 >6' v, g ;� C24 R=9'(4)(8&M) d=93°02'34"(4)(R&M) L=14.62'(4)(R&M) 20 a I I 0 56.12' 45.00' 45.00' I 1 45.00' z 60.56' S� cv ° I 45.00 1 y 45.00' 45.00' 45.00' 45.00' © 11 �v� W . 1 ° ► x 1 Z Z SEE DETAIL A- ►� V80 1 „ `� C25 R=30 d=78 29 05 L=41.09 IN8803854"W z 52.50 52.50 55.00 r z 5'Y.E. Z5'Y.E. C,5'Y.E. I o �o .n^il�1 �v ° 033 WZ 20' I I61.12' 52.50' 52.50 z Z O 5'Y.E. o I o I .., -p °'� 46 o C26 R=46' d=78°2905" L=63.01' o I a 86.00' �`'' 5'Y.E. z z 5'Y.E. I o 5'Y.E I o 0 0 ~ .� ° 44 � :� 45 $ h °� 9- ' 82 0 - - - 5 Y.E. 41 42 43 � �"' N _ R=9' o, o, 0 R-46' d-51°09'39" ' I i o i o, ° o C7 � � rn C27 L-41.07 cq al 5 Y.E. r o ° M ° -p •p .4,, 4Q ->•-->• -• o _ o S r� _ 029'05" o O o O 0 35 cn o •� 37 as .p 38 39 0 a N N o 8 N o N �' N o d-782 z h 5'Y E. 1 o I n 1 co w cn ,tom ..>, 0 0 0o co a oo ao 36 g ti g I ° o I I I 5'Y.E. L=12.33' �` C28 R=46 d=271926 L-21.94� i 1 a, I i 1 °p 1 1 5 P.U.E. 1 - 1 -45.00' 45.00' -45.00- 40.17 51 0 53 C29 R=9 d-86°5726" L-13.66 L14 �, C24 � _ -52.50'- -55.00- 0.00 45.00 -45.00- I 15 L 13• 50.49' 52.50= -52.50'-- -52.50 ° , 11 600.66' Gti� �,�' -°51'07"E-- '` FINAL MAP OF I �, I Ll F, C12 L2 N01°41'28"WR 4(R&M) j N88°1832E CORNELIUSON 600.66' DRIVE _ G�,`° V N50°3558"W L24 {j E/4 S T N88 18 32 E ,�/ 43.89 3, 71.03(4)(R&M) t- 86.51(4)(R&M) - - - a, 2.0 - o _ L9 C7 37.00'(4( &M) 600.66' TRACT N ■ . 2 5 6004 N89-36'I)(R4M) _, ' ,"157.54 4 R&M 00'{4)(R& o� N88°18'32"E ovTLOT A C ° c1a a, PARCEL 3 _ &M A PLANNED UNIT DEVELOPMENT ELII C6 R=266'(4)(R&M) 5 P.U.E. 523.45'(2)(4�(R 37 c PG&EEASEMENTPER I I �� 1 N89 3640"W(4)((R&M) d=2° '4 "4 R M OUTLOT D 42' PHASE 2 OF VESTING TENTATIVE MAP NO. 6003 z - � 6 P.E.PER(4) 25.02'(4)(8&M) _04 8(J( & ) 471. DOC.N0.2004 0065143 C' I ^„ 10'P.U.E.PER(4) L-9.66(4)(R&M) „ 2 4)(R&M) I ' OUTLOTS C & D OF TRACT N0. 0003 38 BEING A SUBDIVISION OF 20'L.E.PER(4) N8 ' 1 4 �9 VOL UME PLATS, PAGES FRESNO COUNTY RECORDS FOUND NAIL SET ON 5.00(2)(4)(R&M) 345.00 (CALC)(2)(4)(R&M) IN THE CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA CONCRETE MOWSTRIP N89°36'39"W(2)(4)(R&M) 400.00'(2)(4)(8&M) 1 ` SURVEYED AND PLATTED IN MAY 2013 TAGGED RCE 26996 I � 41 1 ' cq PER TRACTNO.5110 I t BY MORTON&PITALO INC. 47 455 NOTE: TRACT NO. 5110 CONSISTING OF 3 SHEETS PARCEL 4 VOL 58 OF PLATS, PGS 82-83 1 ' SEE SHEET 2 FOR NOTES, LEGEND AND BASIS OF BEARINGS. SHEET 3 OF 3 SHEETS F.C.R. , -0037