Loading...
HomeMy WebLinkAboutT-6073 - Map - Recorded - 3/13/2018 F7 FINAL MAP OF TRA C T NOw 6073 RECORD T/TLE INTEREST STA TEENT _ SURVEYORS STATEMENT A PLANNED DEVELOPMENT, BEING A MERGER AND RESUBDIVISION OF PORTIONS OF THE UNDERSIGNED, BEING ALL PART/ES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN THIS SUBDIVISION, THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND /S TRUE AND COMPLETE AS SHOWN. HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER FOR DEDICATION FOR PUBLIC LOTS 19, 20, 29, AND 30 OF NEWHALL TRACT, BOOK 2 OF RECORD OF SURVEYS, PAGE 42, A ND S USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES �O THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND lS BASED UPON A FIELD SURVEY IN CONFORMANCE SPECIFIED THEREIN. FRESNO COUNTY RECORDS, IN THE CITY OF FRESNO �� ��RD. Co L WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF SILKSCAPE INC. 4i �.� l HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR COUNTY OF FRESNO, STATE OF CALIFORNIA v `� �' o THAT THEY WILL SE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP lS RECORDED, OR WESTERN PACIFIC HOUSING, INC., A DELAWARE CORPORATION LS 5096 ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER, THAT THE MONUMENTS ARE, OR WILL BE, SUFFICIENT TO SURVEYED AND PLATTED IN OCTOBER 2013 * Exp. Date 6-30-19 * ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORIVS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. `C12,1117 BY PRECISION CIVIL ENGINEERING, INC. ----------- ---- ---- - -- -� -------------- �o zo t r P RICK DAR LL, VICE PRESIDENT OF LAND DATE OF CA1 �F� CONSISTING OF FOUR SHEETS --- ------- - - --�-- - ,� PETER D. COHRS, L. 5096 EXP. 06/30/19 DATE. SHEET ONE OF FOUR ovofESSioygc J.eF Fy C/TY ENGINEERS STA TEMENT Q N0450022 / HEREBY STATE THAT l HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN lS SUBSTANTIALLY THE SAME AS * •Date IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED AL TERA TIONS THEREOF, THAT ALL PROVISIONS �. # OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE NOTARYACKN®WLEDGMENT LEGAL DESCRIPTION- MAP HAVE BEEN COMPLIED WITH REAL PROPERTY IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS' 4 GIYit. �,P A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF THE Of C mSt INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE lS ATTACHED, AND NOT THE TRUTHFULNESS, PARCEL 1 D / ACCURACY, OR VALIDITY OF THAT DOCUMENT. THE NORTH 318 FEET OF THE EAST HALF OF LOT 29 OF NEWHALL TRACT ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 2, PAGE 42 OF -- --- =--- - - . - --- i RECORD OF SURVEYS, FRESNO COUNTY RECORDS. ANDREW J. BENELLI E 50022 DATE STATE OF CALIFORNIA CITY ENGINEER COUNTY OTu�.1c�t'e� PARCEL 2 LICENSE EXPIRES 06/30/19 ON )Jt �1-1 BEFORE ME, THE EAST 175 FEET OF THE EAST HALF OF THE EAST HALF OF LOT 29 OF NEWHALL TRACT, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 2, c� Q � ✓1 L A NOTARY PUBLIC, PAGE 42 OF RECORD OF SURVEYS, FRESNO COUNTY RECORDS. EXCEPT/NG THEREFROM THE NORTH 318 FEET THEREOF. PERSONALLY APPEARED b*r%*C W h QJ1 I WHO PARCEL J' , PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE TO BE THE PERSON(S) WHOSE NAMES) lS/ARE LOTS 19 AND 20 OF NEWHALL TRACT ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 2, PAGE 42 OF RECORD OF SURVEYS, FRESNO COUNTY CITY SURVEYORS STA TEA WEN SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THA T HE/SHE/THEY EXECUTED THE SAME IN RECORDS. EXCEPT/NG THEREFROM THE EAST 887 44 FEET THEREOF. LAND %HEREBY STATE THA T/ HA VE EXAMINED THIS MAP AND THAT/AM SA TISF/ED THA T THE MAP IS TECHN/CALL Y HIS/HER/THEIR AUTHORIZED CAPACITY(!ES), AND THAT BY HIS/HER/THEIR SIGNATURES) ON THE INSTRUMENT THE ,�� L.L� � CORRECT. PERSON(S), OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT PARCEL 4. �, cl �` THAT PORTION OF LOT 30 0E NEWHALL TRACT, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF �® p f CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING RECORDED IN BOOK 2 OF RECORD OF SURVEYS, PAGE 42, FRESNO COUNTY RECORDS, DESCRIBED AS FOLLOWS.- "C L.S.8636 PARAGRAPH IS TRUE AND CORRECTExp•12631! BEGINNING AT THE NORTHEAST CORNER OF SAID LOT JO,- THENCE SOUTH 001633 EAST, ALONG THE EAST LINE OF SAID LOT 30, A DISTANCE OF WITNESS MY HAND 660.07 FEET TO THE SOUTHEAST CORNER OF SAID LOT 30,• THENCE SOUTH 864359" WEST, ALONG THE SOUTH LINE OF SAID LOT 30, A DISTANCE OFA, �, BY,_ ___s ___ _ _ 5.01 FEET TO THE SOUTHEAST CORNER OF PARCEL 1 OF PARCEL MAP N0. 1804, RECORDED IN BOOK 10 OF PARCEL MAPS A T PAGE 76, FRESNO � JA�AMIT S 8636 DATE COUNTY RECORDS; THENCE NORTH 0016'33" WEST, ALONG THE EAST LINE OF SAID PARCEL 1, A DISTANCE OF 660.07 FEET TO THE NORTHEAST CORNER o�G � L CENSE EX ES 12/31 ` — SIGNATURE In OF SAID PARCEL I; THENCE NORTH 86'43'4,3"EAST ALONG THE NORTH LINE OF SAID LOT 3q A DISTANCE OF 5.01 FEET TO THE POINT OF BEGINNING. CHIEFS VEYD NAME -R-"fAASk PARCEL 5. COUNTY OF���te THAT PORTION OF LOT 29 OF NEWHALL TRACT, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF PLANNING COMMISSION CERTIFICA TE RECORDED IN BOOK 2 OF RECORD OF SURVEYS, PAGE 42, FRESNO COUNTY RECORDS, DESCRIBED AS FOLLOWS.• MY COMMISSION EXPIRES t�• � •��-IC��..�1 l HEREBY CERTIFY THAT l HAVE EXAMINED THIS MAP, THAT THE SUBDIV/BION SHOWN CONFORMS TO AND lS IN BEGINNING A T THE NORTHEAST CORNER OF PARCEL 2 OF PARCEL MAP NO. 1804, RECORDED IN BOOK 10 OF PARCEL MAPS A T PAGE 76, FRESNO COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION NUMBER C -7 Xq S(P COUNTY RECORDS,•. THENCE SOUTH 0008'10"EAST, ALONG THE EAST LINE OF SAID PARCEL 2, A DISTANCE OF 318.48 FEET TO A POINT ON THE COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. WESTERLY PROLONGATION OF THE SOUTH LINE OF THE NORTH 318.00 FEET OF THE EAST HALF OF SAID LOT 29,• THENCE NORTH 8643'59"EAST, ALONG SAID PROLONGA TION, A DISTANCE OF 2.49 FEET TO THE SOUTHWEST CORNER OF THE NORTH 318.00 FEET OF THE EAST HALF OF SAID LOT 29; THENCE NORTH 0008'10" WEST, ALONG THE WEST LINE OF THE NORTH 318.00 FEET OF SAID EAST HALF, A DISTANCE OF 318.48 FEET TO A POINT ON THE ----- ---------------------- NORTH LINE OF SAID LOT 29; THENCE SOUTH 8643'59" WEST, ALONG SAID NORTH LINE, A DISTANCE OF 2.49 FEET TO THE POINT OF BEGINNING. - --- - - -- --- - --- J NNIF R LARK DAT C TA OF THE FRESNO CITY PLANNING COMMISSION C/TY CLERKS CER 77FICA TE THIS PROPERTY IS SUBJECT TO THE FOLLOWING" l HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION N0.__20L�_-*6-Q_____- ___ ___ __ _____ADOPTED ON FE$12U8 ��Z4 _, APPROVED THE WITHIN MAP AND ACCEPTED ON 1. THE EFFECT OF AN INSTRUMENT ENTITLED "BEFORE THE BOARD OF DIRECTORS OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN PROVIDING FOR THE RECORDATION OF A MAP IDENTIFYING AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF THOSE PUBLIC PLANNED LOCAL DRAINAGE FACILITIES'; EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND CITY OF FRESNO, RECORDED JULY 31, STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS ABANDONED BY THE FILING OF THE j 1995 AS DOCUMENT NO. 95092128 OF OFFICIAL RECORDS FRESNO COUNTY MAP. Z EAST BUTLER AVENUE Q 2.THE LIEN OF SPEC/AL TAX ASSESSED PURSUANT TO CHAPTER 2.5 COMMENCING WITH SECTION 53311 OF THE CALIFORNIA GOVERNMENT CODE FOR YVONNE SPENCE, CMC COMMUNITY FACILITIES DISTRICT NO. 11, AS DISCLOSED BY NOTICE OF SPECIAL TAX LIEN RECORDED SEPTEMBER 8, 2014 AS DOCUMENT NO. CITY CLERK 2014-0099035 OF OFFICIAL RECORDS FRESNO COUNTY. EAST HAMILTON AVENUE Z 3.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "EARLY CONSTRUCTION AGREEMENT SUBORDINATION FOR WATER & STORM DRAIN BY._� ¢. J�4�_-- ------- s - � C3 o IMPROVEMENTS FOR TRACT MAP N0, 5508" EXECUTED BY AND BETWEEN LAFFERTY FRESNO Ill, LLC, A CALIFORNIA LIMITED LIASILTY COMPANY AND DEPUTY DATE CITY OF FRESNO, A MUNICIPAL CORPORATION RECORDED MARCH 8, 2007 AS DOCUMENT NO. 2007-0049212 OF OFFICIAL RECORDS FRESNO COUNTY. -+-Hi Pill-H43 W EAST GEARY STREET PROJECT 4.THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "EARL Y STREET CONSTRUCTION AGREEMENT AND SUBORDINATION FOR TRACT NO RECORDERS CERTIFICA TE 5508 (EARLY CONSTRUCT/ON OF STREET IMPROVEMENTS) RECORDED APRIL 12, 2007 AS DOCUMENT N0. 2007-0073632 OF OFFICIAL RECORDS LOCATION LFRESNO COUNTY EAST FLORENCE AVENUE W AI W DOCUMENT N0. j Q Q 5.SUBDIVISION AGREEMENT FOR THE FINAL MAP OF TRACT N0. 6073, RECORDED_ QrLvU + .D AS DOCUMENT N0. 0-7 FILED THIS DAY OFTy"3!h- 20� ATS____ .M IN VOLUME----- OF PLATS, AT PAGES i%- ------------ OFFICIAL RECORDS OF FRESNO COUNTY 7 I�®__, EAST CHURCH AVENUE 6, A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF CERTAIN PUBLIC IMPROVEMENTS FOR THE FINAL MAP OF - - -- AT THE REQUEST OF PRECISION CIVIL ENGINEERING INC. s j j TRACT NO. 6073, RECORDED � �+�P'_, AS DOCUMENT NO. -_2Ql4r' ��2' ___, FRESNO COUNTY RECORDS. � o � 7. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION CHARGES, WATER CONNECTION CHARGES, FRESNO COUNTY RECORDS. URBAN GROWTH MANAGEMENT FEES, CITY WIDE FEES, AND DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND 1/ICINITYMAP' CREATION OF LIEN FOR TRACT N0. 6073, RECORDED_L'j?QC �. �r_z._D '_, AS DOCUMENT N0. -ZQ� ��,P_� �?_-_____, PAUL DICTOS, CPA, RECORDER NOT TO Sr" FRESNO COUNTY RECORDS 8. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT ACKNOWLEDGING RIGHT-TO-FARM LAW FOR TRACT NO. 6073, RECORDED BY_ In PC ._? _L8 , AS DOCUMENT N0. _�Z�1 �D_ 2�___�, FRESNO COUNTY RECORDS. DEPUTY T PREPARED BY 10. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR THE MAINTENANCE OF LANDSCAPE IMPROVEMENTS FOR CERTAIN LOTS WITHIN THE MmSWmr/ FINAL MAP OF TRACT N0. 6073, RECORDED _'1 i 1 � t�'C_, DOCUMENT N0. ?1�1 �'QQ Z- FRESNO COUNTY RECORDS. swow �wm am= CIVIL ENGINEERING, INC. 1234 O STREET FRESNO, CA. 93721 PH(559)449-4500 FAX(559)449-4515 FINAL MAP OF TRA C T N,, ,-0,6 6073 A PLANNED DEVELOPMENT, BEING A MERGER AND RESUBDIVISION OF PORTIONS OF 2662 00' CALL) [N86.43'o4"E 2640 35 ((N86°43'96"E 2640.401) 9 - N86°43'34"E 2640.60' <N86°42'54"E 2640.294) ( _9395 - _.._._._._._._._._.._._.._.._.._ LOTS 19 20, 29, AND 30 OF NEWHALL TRACT, BOOK 2 OF RECORD OF SURVEYS, AT PAGE 42, _ _._.._.._.._.._..-.•- - - _-_---..- - _._--------------- 20y - .. - --;------ ----� --_ --------- ,� ! 1 9325.20.. _ ----- 1'[9325. J (( ._.._.._,._ ----------- 36 306.0 ) FRESNO COUNTY RECORDS IN THE CITY OF FRESNO 1295 (� 1325.3 ._.._.._.._. ---- 0 ` 4 _ - -----, I COUNTY OF FRESNO, STATE OF CALIFORNIA � __ _- --------------- - - 1295.36' (9306.00) SURVEYED AND PLA TTED IN OCTOBER 2013 20' i-�- BY PRECISION CIVIL ENGINEERING, INC. CONSISTING OF FOUR SHEETS I i SHEET TWO OF FOUR 30, I I MONUMENT TABLE I i MON. # LOCA 77ON i v I ,o NORTH 114 CORNER SECTION 18 T14S R2 JE M.D.B.&M. FOUND PK NAIL IN PAVEMENT VERIFIED POSITION WITH ! I I RAG !°I Inj / , , �, �;� 1 TIES ON FILE WITH FRESNO COUNTY SURVEYOR, PER CORNER RECORD 3651 v ! O�° EYS �� I A�� URS 9�9' R �� NIE N F S ' 2 CENTER 1/4 CORNER SECTION 18, T145, R2JE, M.D.B.&M., FOUND SCRIBES ON MANHOLE RIM,' VERIFIED POSITION � i I� 2 �G I� O .. n WITH TIES ON FILE WITH FRESNO COUNTY SURVEYOR, PER CORNER RECORD 15397 � ! I V N O° 2 9 ;;o ORO WEST 1/4 CORNER SECTION 18, T145, R21E, M.D.B.&M., NOTHING FOUND, POSITION ESTABLISHED WITH TIES ON i 1 R A Cj> R �( 3 FILE WITH FRESNO COUNTY SURVEYOR, PER CORNER RECORD 14707. SET 3/4" IRON PIPE WITH 2" DIA. BRASS ! v 37 CAP, STAMPED LS 5096, FLUSH. o ! (h NORTHWEST CORNER SECTION 18 T14S, R21E, M.D.B.&M., FOUND FRESNO COUNTY BRASS CAP MONUMENT IN ^ i 4 �`'i I^ N86°4343"E o f POSITION FOR THE NE i WELL, PER CORNER RECORD 16264 c,, : ;� -� i 5 0 9 CORNER OF LOT 30 OF I i o "' NEWHALL TRACT i NORTHEAST CORNER OF LOT 30 OF NEWHALL TRACT, FOUND I" L P., NO TAG, DOWN 10'; 0.15' EAST OF N 5 POSITION, PER RECORD OF SURVEYS BK. 2, PG. 42, FRESNO COUNTY RECORDS (SET TAG LS 5096) I^ 76� 1326.75'<1326634) ENT 12 8 ; 11,J i 9331 t 5 1321.74' I oGUM Oq 88 DREG 9326.75'<1326.04'� O 0 NORTHWEST CORNER OF EAST 887.44' OF LOT 19, NEWHALL TRACT, RECORD OF SURVEYS BOOK 2, PAGE 42, I ----- 413.28 - �, W �, i �' 418.29' � 000 2000 I ! 6 FRESNO COUNTY RECORDS, FOUND 3/4 I.P., NO TAG DOWN 4, N514130 E 0.16 FROM TRUE POSITION, DID i i Z NOT ACCEPT i I POSITION FOR THE NE I 251 i CORNER OF PARCEL 1 OF o © o o APRIL SOUTHWEST CORNER OF LOT 20, NEWHALL TRACT, RECORD OF SURVEYS BK. 2, PG. 42, FRESNO COUNTY i ( PARCEL MAP NO. 1804 0 0 0 o 7 RECORDS, FOUND 3/4 I.P., TAGGED LS 5510, DOWN 6, 0.12 NORTHEAST OF POSITION, MONUMENT DESTROYED DURING CONSTRUCT/ON. 5.00, I -I-{ I--42' 8 SOUTHWEST CORNER OF THE EAST 175' OF LOT 29, NEWHALL TRACT RECORD OF SURVEYS BK. 2. PG 42, i 653.31 ! l FRESNO COUNTY RECORDS, FOUND 1 /.P., NO TAG, FLUSH, 0.36 NORTHEAST OF POS/TION (SET TAG LS 5096 N 6'43'43"E 2653.50' <N86°43'13"E 2653.268) [N86 43 28 E 2 I 1326 75' _- N8 I '[1321.64' CALCI -------------------------- /! \ J SOUTHWEST CORNER OF LOT 19 NEWHALL TRACT, RECORD OF SURVEYS BK. 2, PG 42, FRESNO COUNTY o �, i 6 1321.74 -_- __' 9 ��COSD5096)FOUND 3/4" /.P., NO TAG, DOWN 6; 0.12' SOUTHEAST OF POSITION (SET DURABLE MONUMENT WITH N o 1331.76' ((N86°43'30"E 9331.66' CALC.)) - _-_ _ ____--- -- 413.28'[413.18) �' 1 90846 - N86 43 43 E_l JJ -- ---- --------- EAST LINE OF `'' 418.29' i 1S o f PARCEL 1 I i 27 28 29 30 31 -------- PM NO. 1804 32 o BASIS OF BEAD INCS' Lu � ! 2.49 26 EAST PITT A VE 33 I i THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE 5.00' 1 2534 I ' `"�' AND MERIDIAN /5 TAKEN TO BE N86°43'52"E AS SHOWN ON RECORD OF SURVEY RECORDED IN BOOK 42 OF RECORD OF V N i 1 24 W i �' �'" '� POSITION FOR THE o G I o Z 110 111 112 35 SURVEYS, PAGE 53, FRESNO COUNTY RECORDS o NORTHEAST CORNER R O oo 23 W 36 0 o i OF PARCEL 2 OF P A `° `O 22 Q o o 0 0 PARCEL MAP NO. 1804 �0 1 Q 37 1 g o ' i LEGEND" o= i 1299.92 __ - rn j 109 108 107 �� I� 649.96' � 9 -- o 0, 21 Q 38 i 649.96' 652.48' j o ' o. O MONUMENTS FOUND AND ACCEPTED AS NOTED i __ __ 20 887.44 649.96' -j 652.48 POSITION FOR THE SW EAST TRUMAN 39 POSITION FOR THE SE CORNER OF LOT 19 ' I DATA PER NEWHALL TR,4CT, RECORDED IN BOOK 2 OF RECORD OF SURVEYS, PAGE 42, FRESNO COUNTY RECORDS O co i 2.49'-- i POSIT/ON FOR THE �r 19 AVENUE ( �,: COR. OF PARCEL I OF "� "� h 40 0 i I ^� o OF NEWHALL TRACT ', T io U3 �: N86°43'59 E '�o NW CORNER OF PARCEL MAP NO. 1804 o I :° I, `�° 18 j 41 < DATA PER PARCEL MAP N0. 1804, RECORDED IN BOOK 10 OF PARCEL MAPS, PAGE 76, FRESNO COUNTY RECORDS ! ( � THE EAST HALF/ R1 o ,�,,o O 104 105106 G ! � OF LOT 29 OF » , Z o�, 17 y i � S86°43 59 W I 42 s 5 I [ DATA PER RECORD OF SURVEY, RECORDED IN BOOK 42 OF RECORD OF SURVEYS, PAGE 53, FRESNO COUNTY i ) 2 49,DATA TRACT 5011 Z6 9 16 RECORDS 2.49' i ( 0 43 961 QR F 1" i G 00 15 103 102101 44 0 °' NO 9961 ---4. !� (( �) DATA PER TRACT NO. 2919, RECORDED IN VOL. 33 OF PLATS, PAGE 1 & 2, FRESNO COUNTY RECORDS °° ! 004 3 2 N86°43'59'E 1299.92' " " Z � N� � --------- 0 ourcor c ME °O ! 01 EC , 2„W 1299.828' CALC.> ' 14- _45_`' ------ C i� 432 <649.994> , "� - 3 o U ER Z iv A GRANT DEED, INSTRUMENT N0. 32730, BK 7494, PG. 508, MAR. 31, 1980 ORFC 586'4359"W (� , Z0 o R <S86 649.96 � � M B O , NO. 2001 46 EpTE 2 49 i t 752,48 © GRANT DEED, DOCUMENT N0. 2006-0092919, MAY 3, 2006, ORFC _�. !- 478.02' ! EN g ----- - -- - 13 W EAST BEL.GRA VIA AVENUE o a S i� __650.74 _ i , -- OCUM CN Z ' 649.96 /' Z z 6 47 480.51' © GRANT DEED, DOCUMENT N0. 98070591, MAY 22, 1998, ORFC i ' � AR <649.914'> 2.49' 12 90 91 92 93 W 94' 95196 97 98 99 100 o z ►� POSITION FOR THE SW IV 88 89 I Z 48 INTERSECTION OF EAST LINE \ EAST LINE OF 91 85 86 87 W � PM ND. 1804 ' CORNER OF THE q 0 JOINT TENANCY GRANT DEED, DOCUMENT NO. 84112190, NOV 20, 1984, ORFC OF PARCEL 2, NORTH 318' OF THE ( QI( ` PARCEL 2, tt 49 0 WITH THE SOUTH LINE OF ` I EAST HALF OF LOT 29 V C PM NO 1804 V 10 79 78 77 6 75I 74 73 72 71 70 69 THE NORTH 318 OF LOT 29 �,I 7 £ GRANT DEED, INSTRUMENT N0. 96435, BK. 7352, PG. 764, AUG. 20, 1979, ORFC I a R• Q �, Q 82 81 80 50 O �, O i i OF NEWHALL TRACT i 8 O C. v 84 83 0 7 9308. 2 I i OF NEWHALL TRACT F9 O 2 00 i Q 51 4, 419,6J' o f OF GRANT DEED, DOCUMENT NO. 98057229, APR. 27, 1998, ORFC i "' P 7 _ o c� 1752 00 i (�• CES- o0 8 EAST ALEXANDER AVENUE 3 v v O -478.02 OUTLOT"Bu- 6 = POSITION FOR THE SW o ' © QUITCLAIM DEED, DOCUMENT NO 2007-0084896, APR. 30, 2007, ORFC i PAR � 7 y 62I 63 64 65 66 67 68 i EAST LINE OF N86'43'S9"E 650.74 ______-_ 9 , „ CORNER DF LOT 20 S l SUBDIVISION i I % __ -- - -- _ N86°43 59 E 480.51 `� 5 y 53 OF NEWHALL TRACT ! i INDICATES LIMIT OF THIS S PARCEL 2, PM ��-;�-------' � ; (Z' NO. 1804CN�-a------ o I © 4 �I OUTLOT'A" C 1/4 i o' o o 55 1338.21 - 1328_18 SEC. 18 I ! WEST LINE OF :�r I cp h i 1 co s F 3 2666.39' `° EAST HALF OF LOT o O _ EAST TOWER AVENUE N 29, NEWHALL TRACT 2 = 56 W 1/4 i 1 i_W 60 59 58 ZI C W 57 SEC. 18 1" 9308.06' _-_:--- 8-8-8.43' 47881' 651.52' -- - _ -----.--_-.-._-----_.._--..-_-.._--.. 2419.63' _ Q17524_ 2.49' PREPARED Bim i I N 478.8 9 N86°4352 E _ --L----- - --------------- - _ _ _ _--`--- 44W 26662 651.52<651.48TCALC> �. ------ -- _.._.._.._.._ _. , -- . " 2666.261 ((S86'43 5)) i!I/ IL/ 1328 1338.39 -.__-__ 5AM�� C _ _------ ----- ---•--.43'52 E 2666.39' 80.50' CALL. <S 86'43"39'W 266 EAR/NG62 W r-"mrm�/ZMEAM 3 ----- - N86 BASIS OF CIVIL ENGINEERING, INC. SCALE 1" = 200' ----- - _ --- EAST CHURCH AVENUE 12340STREET mmm D' 100' 200' 400' FRESNO, CA, 93721 PH(559)449-4500 FAX(559)449-4515 I FINAL MAP OF NOTECT 1. SET 3/4 X 30" IRON PIPE, TAGGED LS 5096, DN 6". AT ALL LOT CORNERS, ANGLE POINTS, AND ENDS NOw OF CURVES, UNLESS NOTED OTHERWISE. A PLANNED DEVELOPMENT, BEING A MERGER AND RESUBDIVISION OF PORTIONS OF 2 OUTLOTS 'A", B AND C ARE DEDICATED IN FEE TO THE CITY OF FRESNO FOR OPEN SPACE, LANDSCAPING'AND RECREATIONAL PURPOSES, SUBJECT TO CITY ACCEPTANCE OF DEVELOPER INSTALLED LOTS 19, 20, 29, AND 30 OF NEWHALL TRACT, BOOK 2 OF RECORD OF SURVEYS, A T PAGE 42, REQUIRED IMPROVEMENTS, 3, OuTLOT e IS F69 ACCESS 7V 7VE /gt�•'iAGEN7" AARCE" 7a 77 6' XOV FRESNO COUNTY RECORDS, IN THE CITY OF FRESNO COUNTY OF FRESNO, STATE OF CALIFORNIA 4 TC! L SURVEYED AND PLATTED IN OCTOBER 2013 ® I h 1 15 , � 1 l 0103 102 10 0 l l 0 44 0 co 8.5 PUE1-- L� ^ I I ^ o r� BY PRECISION CIVIL ENGINEERING, INC. ^ N89.43'277E 9550' --I 2' (PE pJ[A I r . Z I 1 2' PE 2' PE-11 I ° ' SEE DETAIL A o I I-- j 1 N89'26'40"E 94;50' rr ^ rid r,a �:ONS'lST/N� OF FOUR 5'HEETS' SHEET FOUR 14 I I j--4.5' PUE 4.5' PUE--�I o I�-2' PE =30 6073 ;\ f ,,� ` SHEET THREE OF FOUR �- C21 2' PE 123.5' 23.5' (1 8.5' PUE 2' PE I I I o -32D 7 _�37J0' - 29._03' � i 45 b N86'43'59"E 649.96' ( �' - L33 -• - ' - - i o n rr 68 34 � �' `�' 106.42' I Z 608.51' OUTL O T C 9 J ``? 4.5' PUE I N89'26'40"E 94.50' ■ 490.95' - ao: 10 N 1 C 18 � ! ;_ - 107.14' _ ! �- _ 184.14' _ , I,�8.5' PUE Cl - �n N89'43'27�E 291.28' EAST BELGRA!/lA AVENUE 0 38950' "� 117.56' � �, C52 ,,� � --� N SEE DETAIL C 8.5' PUE ® I I`� 46 SET 5' X 5' WITNESS ' N86'43'48"E 389.50 ------ - ----'- �- C54 "i C20 ; Ci , SHEET FOUR 252.60 I '"� ------ - - h C55 - ---- ----- ----- --- �� I N89'26'40"E 94.50' CORNER 13 c 16 . 'moo .�-- N, _ _______ - -------EAST BEL GRA ViA A VENUE \_ -74 1 ' ---!_ . _ _ ' s ® I �,�` - �-- b 44' -45.00 -45.0045.00 ,44.00 T 28.16 I ■ Ll / �'� N _ 385.65 ___-- --_-_ --47.49'- - j`s' i I I `oi, �o ,"on 2 PE h I X23.5' 23.5' I { o _ -35.98' N89'51'50'"1-93.98' / G� _ _____ _--; _-_;_ _-47.00'-- -47.00'- _ I 47 _ -47.00- -47.00 --47.00-- vo I I 1 I I-•-4.5 PUE 3 0� o o� o� o� I I V h 12 C15 ��,� -20.r8'--4700'-- o 2' PE-+1 i1 94 �; 95 96 97 98 99 100, i 1 i N89'26'40"E 94.50' o o o 8.5' PUE "' 3 1 23 5'1 23.5' ^ '' � NII I 2 PE rn 3 1 `O o ® i 3 �, 90 9/ ►�92 'I I I z o 0 0 0 0 �,I ,o 0 ■ N89'51'50"E 98.01' I I I � 86 N 87 � 88 89 � � ;� � °j!I '� � I I = z z a z 2 PE I ( I� 48 8.5' PUE--I I I I 85 r� o Z 2, PE 23.5' 23.5' 1 ;o o Z z I I W N89'43'2T"E 31.1.9 ' 4.5' PUE--1 f 1 " ' I. 1 1 . �, o I N8926 40 E 94.50 o , 1 0 1 Ih � �,, o z z II ^1Q , , Io o I ■ f 44.00 45.01 45.00 45.00 45.00 44.00 43.92 til ►� I I 47.48' 46.35' J.I h � � ^ I{ o W IT-2' PE N86'43'48E 426.27' 45.28' 55' 4g o N8915 1'50'E 98.01' { Q 1 47.00' 47.00' 4.5' PUE � f 1w rn �i h �i �i h of I h �S 2' PE 4--I Z �, 'L 47.00' 47.00' 4700 47.00 0 � - 1 I oo � {�� � 3 3 3 3 3 °jI 1�I � 10 I :. 150.44 z l l0 75 �, 74 73 72 71 70 69 1 1 ■ o o l e o 1 0 2 $ o, h l l 1 0 '� N89'2640"E 94.50' �- o � o � o o �_ 77 A • ' " I o0 1 �' °' ' 79 78 `v I I I I 0 0 0 0 o I f W 1 0 50 o N895150 E 98.01 I Z I ^ vo o 3 80 N zo ;° I I I I Z = 8.5' PUE f I / I V h h ■ I� 0 81 `v �o - t I C43 2 PE Q ' 1Q,1 I 1 I 84 3 8�7 82 N �o o o I I ! 1 _ 39.101L-- 45.00'-_ -45.DO'----45.00'-- 44 00'- -29.08'- ,,�D� { N89'26'40"E 94.50' o I N 2 PE 2.21 1 �' v ■ Id I I 1 ° ^,� Z 9.76' '� 45.28 C19 �h �o co; C40 ' 247.18' C6 I 1-�---4.5 PUE ^ o --47.00'-- _47.00 _ __ - v ;"� N89'51'50"E 98.08' iR28� � I I o Z � -C60___ ----- 5, � �'; i � C70 ��� _ N89'43'2T"E 286.09' _ _ - Z I o 51 0 � r T ■ z , Cfi1 8.5' PUE_ R34 _-----T I h I . y .,. \ 13.74 _ C62 - r,C58 `� - - C i -C46 �' N ``� V `� ; 151.25 ,� ��_, -2 -47.00' -C63- - N N N86�et _ __..._----- - --��--" � � �` , � � 247.41' � V ( N89"26'40"E 94.50' ■ ;�,��� l f ;Jt rfy, o C13 8.39_ _ _ C59':N . �``- - vV1'.�,® -C39- ----------------------- ---- --- �,, I 1 / _ , p ;�,. 89.13 �1 -C4- C48 - 25'---X5.00'-- X5.00'- 1 j a ' .� C7 tN _ 1 i \\ 6'43 " �, 151.25' ___ _ _ C4 2' PE o o f f + ° t N89'51'S0"E 99.40' N8 4!89 13 = --- C49 C8 _ ___ _ _ - `A i !f 8.5 PUE 1 I I 52r� ' ALEXANDER AVENUE _ .---` __ X97.69 � -53.56'- 2' PE f I .` I I o 0 0 0 0 o i I � . L 7 8 `� ® EAST 9 4.5 PUE 7 C12 89.13' i_ C_- QUTL O T n�n �`0 6 123.5' V 23.5' I 1 62 °j 68 � 64 � 65 rn 66 rn 67 rn 68 N { 1 N8926'40"E 94.50' ■ � _ 14.01 SET 5' X 5' WITNESS CORNER �'`� - -`_ N8643'59"E 358.73' I I ,� C 11 2 PE-� l N89 43 277E 93.95 1 0, � '�'� � � ;7 "� "� 2' PE-'y'f o0 0 N86'43'59"E 121.78' SET 5' WITNESS • - h I-- 2 PE `o I 53 ° N86'43'59'E 480.51' CORNER ON 2' PE T--1 ►^7 I�--4.5' PUE o `o �o `^° �o ;° 4.5' PUE--i i . �1 I � o 0 0 0 0 0 LOT LINE o 5 o f 3 f 1 3.50' ■ 44.011' o� 45.00' o� 4,5.00" o� 45.00' o� 44.00' o■ 43.90' I 1 ``'• ^ I 1 N89'26'40"E 94.50' 4 N89'43'27"E 310.40' 8.5' PUE V ■ N89'43'27"E 93.95' I I o , ( h o o 123.5 2J,5' , 54 LEGEND d I { 1 h 4 �r I I `D 1 I N89'26'40"E 94.50' ■ INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS 8.5' PUE--1 / n/� rr L42 I , � INDICATES LIMITS OF THIS SUBDIVISION N89'43'27"E 93.95'1 1 1 OUTLOT A 737 *� 55 ® INDICATES EASEMENT NOW OFFERED FoR DEDICATION FOR PUBLIC STREET PURPOSES 3'53 1 11\� Q, b ;� 3 C5 ,� \ R 1. o -� 258.00'PREVIOU �c�°� ?p� BOOK 2SOF RECORD OF SURVEYS, PAGE�2, FRESNO COUNTY RECORDS R PURLIC USE fR UA OF EWHALL TRACT, co \ Q ® EAST TOWER AVENUE 258.00 - N86'43'52"E 3 3 N 1�6 C4 �.% _ 254.14 h ® C68 �6 O SET 3/4" X 30" IRON PIPE UP 4" IN 6" DIAMETER X 30" CONCRETE MONUMENT, E 2' PE ►� �j`L G { DOWN 0.5; TAGGED LS 5096 A'3 \ \ `�' 3.86' 176.88' � � \ 6 _ _-_ ---- - y N 56 ■ ;a ;a d �o _- -44.00'- Z i l--5' LE N V 0 SET 3/4" X 30" IRON PIPE, DOWN 0.5; TAGGED LS 5096, AS A 5' WITNESS CORNER �o o C3 --5220'- - -45.00-- W V y Na ON PROPERTY LINE, UNLESS NOTED OTHERWISE _ _ ■ 2 ;� 1 W o 8.5' PUE o 5 LE Q ^ y �� 30 1 57 27' PREVIOUSLY DEDICATED PUE PUBLIC UTILITIES EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE ry �. 0 60 ^ 59 58 '°� U, �* y N o FOR PUBLIC STREET acv � o. 61 3 3 '� -�, o� y o PURPOSES PER DOC. N0. PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE - 1999-0105636, ORFC 0 LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE 5' LE Z i o 5 LE ;fl o o �� 15.00'--ff _2' PE _ n 15.00' 5,� �-- - 2 PE -� 25 2 70.86 49.32' o { 15.00' 2' PE i 30' 30' �. - -•� 45.00' 44.00' 37.88 �, -120,18' SET s WITNESS L -i5 _ 55.88 V -35.42 _ CORNER ON LOT LINE __ , \35.42'' , 85.46 p 182.76 '� ® 27.04' 47.05 3 10' PREVIOUSL Y DEDICATED FOR 5525' 40.12' 1 40. 2' `�' ____--- PUBLIC STREET PURPOSES PER o 4 . 1 - DOC. NO. 2002-0042356, ORFCCN` ___---- , 27.05' 47.07' ` 2 7.04' 7• - _ ___----�- - ----594.86' 11 `�` 153.37 _ -- n - - - _ •8 258.29' - __ 20.03' 183.30 594.96' - m._ _ PREPARED BY- 2666.39' Y 2 6 6 6.3 9' `\'_____ ____�-- - ------ A V E N U E SCALE 1" = 60' -- - . , _- -- • -- E OF THE NW 1/4 OF SECTION 18, T.14S., R.21E., M.D.B.&M. N86°43 5 CHURCH OP 30' so' 120' s LINE o EAST CIS&SIL ENGINEERING, INC. 1234 0 STREET FRESNO, CA. 93721 PH(559)449-4500 FAX(559)449-4515 FINAL MAP OF { N' rel I jJ 9 9 A PLANNED DEVELOPMENT, BEING A MERGER AND RESUBDIVISION OF PORTIONS OF VOL-, LOS 19, 20, 29, AND 30 OF NEWHALL TRACT, BOOK 2 OF RECORD OF SURVEYS A T PAGE 42, `� 1 jj f r t �'� 1 6 -_--- FRESNO COUNTY RECORDS IN THE CITY OF FRESNO �! N86'43'43"E 418.29' _o - � �4 , ■ 4.48' ■ 148.88 � COUNTY OF FRESNO, STATE OF CALIFORNIA , �5 ' , ■ 49.65 5 SET 5 X 5 _...._ _ -_-- - - -- - 0 70.14' ■ 95.14 WITNESS CORNER SURVEYED AND PLA 7TED IN OCTOBER 2013 SET 5' X 5' 29 3031 WITNESS CORNER y 28 10 20 0 0 BY PRECISION CIVIL ENGINEERING, INC. �' , 3 %' N89.26'40"E 110.81' ■ �' i � 15 � 27 CONSISTING OF FOUR SHEETS " r, 32 SHEET FOUR OF FOUR ,= ° `" N' } r N89'43'27"E 90.75' •� r 8.5 PUE _ j= ?-- {n, N ■ `r 2' PE _ __ C28 N89'26'40"E 93.06' spa s r , 14 G ,C2 -- T-- 35_.1 ' 2, ■ LEGEND.- opo 0 2CI `��Zy/ - 81.61' 33 ---L INDICATES LIMITS OF SUBDI!/ISION L 10 �P N N89.26'40"E 81.61' TRA C T NOJ 6073 CIUTLOT'C" 21 N89'43'21 79.87' 79.87 �, :�' Q MONUMENTS FOUND AND ACCEPTED AS NOTED (SEE SHEET TWOS N86'43'S9"E 649.96' _,�., 68.34' ■ �S G �ti `?"N 6 Lc) EAST PITT AVENUE j� N8976'40"E 99.00' ■ 490.94' . . . . . . . . . . o / �� G`� ", 81.61 - -' R1,... L9 Q SET 3/4" x 30" IRON PIPE, UP 4" IN 6" DIA x 30 CONCRETE MONUMENT, DOWN 0.5; TAGGED LS C20 L33 5.00' � � 25 ti / 9 ~20.16' - 4.00'- 7.45 �,� � o 5096 C 18 0: N86°43'59 E �'' L19 I �� 0 1 34 0 N89'43'27"E 95.50' r � r r 8.'51 PE FOUND 3/4" IP, NO TAG, ■ " , �i SET 3/4" X 30" IRON PIPE, DOWN 0.5; TAGGED LS 5096, AS A 5' WITNESS CORNER ON PROPERTY » I 1 1 1 / I `��' I i i N8926 40 E 94.50 LINE, UNLESS NOTED OTHERWISE EAST BEL AVENUE DN. 6; REPLACED WITH , 1 I i I °.�° I I r i 8.5' PUE DURABLE MONUMENT AS 5 0 24 I I 1 I I WITNESS CORNER ON o o I I 3 3 I I PUE PUBLIC UTILITIES EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE EASTERLY EXTENSION OF SEE DETAIL 8 I 3.5' I 1 0 0Ill o 72 I 1235' 123.5' I 35 L33 N89 4327"E 95.50 �i 123.5 2 I 1 1 14 PE PEDESTRIAN EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE DETAIL A ■ 8.5' PUE I ' o o -I ® I I N89.26'40"E 94.50' 0 0 1 ® h Z I I-� 2 PE ■ LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE N.T S. 23 1 1 I I I I o 0 I I I I�4.5' PUE 2 PE- 1 1 36 N89'43'27"E 95.50' I I 1 N89 4327"E 135.0 I " , ' N , , ``� I I N8926 40 E 94.50 CURVE TABLE CURVE TABLE LINE TABLE 0 2 PE-�-I i I 47.)1 44.00 43.95 I I L I ■ CURVE LENGTH RADIUS DELTA CURVE LENGTH RADIUS DELTA LINE BEARING LENGTH 22 I ~ I I 2' PE I I I '� f\ n ? C1 28.55' 22650' 07°13'19" C36 18.25' 73.50' 14°13'45" L I N46°52'26"E 17.84' ' I �. 1;N I "�1 0 37 0 Lo 25 N89'43'27"E 95.50' V `� `�' oo �ci I �' I 1' C2 80.64' 73.50' 62 51'S6" C37 43.01' 26.50' 92°59'34" L2 N50°41'00"W 21.92' u! ■ �i I „ , w I I `��' 3 7 O$ 3 7 07 o I N89°26'40"E 94.50' C3 2279 73.50' 1746'04" C38 40.37 26.50 871712 L3 N3527 08 W 19.94 Z o o I 109 0 0 �I I ■ c 1, ° C4 25.29 73.50 19°43 05 C39 31.99 1476.50 01'14'29" L4 NO2°2318 W 29.51 o. 0 2 7 0 1 1 N N C5 32.56' 73.50' 25°2247" C40 34.50' 1523.50' 01°17'51" L5 N64°41'08"W 26.30' o' Q 3 N I I I R R I o 0 38 C6 3.09 73.50 0224 26 C41 3.75 1476.50 00 08 44 L6 N39°0019 W 45.73 � �� N89'43'27"E 95.50' f ■ ► 4.5' PUE I I N8926'40"E 94.50' C7 26.35 273.50 05°31 16 C42 28.24 1476.50 01'05'45" 17 N24°°0718 E 62.95 N89'4327"E 95.50' Q o 1 � I I I I C8 53.85' 227.00' 13°3531" C43 5.90' 1523.50' 00°13'19" L8 N425757"E 35.31' o a Z o ,1 1 I I 8.5' PUE 2' PE 11 I ■ C9 64.76' 273.00' 13°35'32 C44 28.60' 1523.50' 01'04'J2" L9 N63°2737"E 3.37' 24 h o '� 20 h j �� -;32.39' __44. -- 28.65'- ��` I "o 0 CIO 119.47' 7350' 93°08'01 C45 47.52' 250.00' 10°53'24 L 10 N00°16'33 W 281' �'' � r' _ _ � I o C11 40.65' 73.50' 31°41'28" C46 36.15' 250.00' 08°17'07" LII N2877'22"E 31.04' N89'43'27"E 95.50' I I '��, I 105.04 I I h' C12 35.59' 73.50' 274448" C47 18.41' 250.00' 04°13'07" L 12 N45°16'33"W 21.64' I ! - N89'43'27'E 182.75' `�' ® c I I N8926'40"E 94.50' ' , » , » ' ' i �, ; EAST TRUMAN A�E-� ; I ■ C13 40.14 73.50 31°1719 C48 59.42 250.50 13°35 31 L 13 N44°3517 E 21.59 DETAIL B 19 I I C14 111.43' 73.50' 86°5158" C49 5919' 249.50' 13°35'32" L 14 N44°44'00"E 21.64' h h I N 10527, r'-2 N - I 40 C15 24.36 73.50 1859 32 C50 81.27 50.00 93°08 01 L 15 N4524 57W 21.69 N.T.S ' I I --- ----- - » „ N89143'277-95.50' I 3 �� -31.23- --45.00'- L-29.04' '�' C16 45.65 73.50 35°3513 C51 75.81 50.00 86°5158 L 16 N46°46 44 W 21.07 ■ 1 i I 8.5' PUEPE I I 1 N89'26'40"E 9450' C17 41.42' 73.50' 32°17'13" C52 45.62' 250.00' 10°27'20" L 17 N71°08'40"W 8.50' I I o I I ■ C18 41.33' 226.50' 10°27'20" C53 58.68' 250.00' 13°2659" L 18 N56°10'05"E 13.18' o 18 0 1 o I I o ( I 1 C19 26.53' 22650' 06°42'36" C54 36.49' 250.00' 08°21'47" L 19 N00°16'33"W 0.12' 1 I I °•^° °�^° I h I I o 41 C20 10.61' 273.50' 02°13'21" C55 9.13' 250.00' 02°05'33" L20 N41°43'52"E 14.32' 95.50' , » » � N89 4327"E I I 7 04x3. 7 O�o G01 C21 11.86 273.50 0229 06 C56 78.30 50.00 89°4314 L21 N48°16 OS W 14.31 EAST BELGRAt/lA AVENUE ► N 1OV P ► I N89'26'40"E 94.50' C22 115.09' 73.50' 89°43'14" C57 78.54' 50.00' 90°00'00" L22 N4 °43'52"E 14.73' �I i ■ C2 J4.81' 73.50' 2708'03" C58 65.00' 274.00' 13°3531" L23 N48°18'46"W 14.73' C7 N89'43 27"E ov 17 o I I` o o ' , » ' 45.00' 11,,' 1 pp 1 Z z I 1 o S C24 26.15 73.50 20'2J'09" C59 53.61 226:00 13°35 32 L24 N40'07'11 E 23.28 �' I ® I I I I I I I �' 42 C25 25.66' 73.50' 20°00'22" C60 37.36' 274.00' 074841 L25 N39°00'22"E 23.69' � 0 44' � ■ N89'43'27"E 95.50' 1 1 11 2' PE -.�1 I I C26 28.47' 73.50' 22°11'40" C61 27.64' 274.00' 05°46'50" L26 N46°42'47"W 21.26' I I I o 1 N89'2640"E 9450' » 1 1 1 1 47.11' 45.00' 44.34' I I o I ■ C27 115.45 73.50 90°00 00 C62 20.23 226.00 05 07 45 L27 N43°29 57'E 22.06 'v C28 8.24' 73.50' 06°25'20" C63 33.38' 226.00' 08°2747" L28 N50°12'18"W 20.04' 0 16 o I N 11 N8 '43'27"E 136.45' I I N I ,o C29 23.66' 73.50' 18°2647" C64 81.15' 50.00' 92°59'34" L29 N36°16'42"W 1973' �' , 1 1 1 11 , 4.5' PUE--II I I ``i 43 h ' , » ' DETAIL C N89 432T"E 95.50 I I - 2 PE o o 123.5' 23.5' �' C30 23.95 73.50 18'40'02" C65 36.45 500.00 04°70 38 L30 N41'43'52"E 19.52 ■ I I 1 I I I I N89'26'40"E 9450' C31 26.04' 73.50' 20°18'02" C66 36.45' 500.00' 04°10'38" L31 N48°16'08"W 17.83' N.TS C32 33.56' 73.50' 26°0949" C67 76.17' 50.00' 871712" L32 N28°13'28"E 22.-39' o MIA `�� �0 1 � Io c,l I ' ' ; » , , " , ' I I I" 103 $� 102 40 10�"I I � I o C33 68.66 73.50 53°3121. C68 416 50.00 04°45 51 L33 N86°43 59 E 41.45 � �5.8.5 PUE---1 I� :V N �I V°j �. I o 44 0 °' C34 32.16' 73.50' 25°0358" C69 72.01' S0.DO' 82 31'21 L34 N44°35'04"E 21.58' N89'43'27"E 95.50' 2' IPE I I '►� ' i I 3 °j I �i C35 18.25' 73.50' 14°13'38" C70 36.13' 1500.00' 012248" L35 N44°43'27"E 21.64' ■ I I , o o , I o I SEE DETAIL A o I IL-2 PE = 2 PE-1i I I N89-26400E 94.50 L36 N45°25'23"W 21.69' I 11---4.5' PUE 4.5' PUE----II ='� 1-�2' PE ni 1' L37 N46°42 10 W 38.49 m ,,// - -----� - - R4D/AL TABLE RADIAL TABLE , „ UTLOT C 75F 2' PE 1 1 f I I , N N--- - RADIAL BEAtiIG RADIAL tARI11 L38 N43°17'45"E 36.44' 1 t C21 �j i 2, 5' 123.5 8.5 PUE 2 PE , 10 45 L39 N44 35'03"E 37.39' - -__�-__- -.33OOT= 9 03' � 1 `n o T� R1 N63°08'3I"W R18 544.3735"W - L33 - --_ _ �� a - i Z r R2 N42°45'22"W RI9 526°°5131"W _ 4.5 PUE ® " ;" _- L40 545°°3320 E 37.48 68.34 106.42 1 I N89 6 40 -94.50 v ;A �, L41 N13°43'32"W 23.50' , n o o; Ni I = ' C18 �; L 107.14 �. ! 184.14 �. 8.5 PUE , P R3 N22 45 00�W R20 5080159E - 3 _ � E-- - - - 1 .["� I r V, , ` L 42 589°°26'40"W 23.50' - - R4 N0552 00 E R21 5370159 E C52 ``� N89 4327E 291.28 EAST BEGGRAI/lA AVENUE r I I o 4�j o R5 N24°18'47"E R22 551°15'44"E - C54 r C20 �' �\� SEE DETAIL C ° i N , 8.5' PUE R6 N42°5849"E R23 565°29'22"E C55 =Ci- _ _____ _-_ 252.60 __- __-_- -_ . R7 N63°16'51"E R24 N1104'S3"W ® I p� __�_ _ ,__ ,__ -28. N89'26'40"E 94.50' 0.44 -45.00 -45.00 -45.00 -44.0016- �' I ■ 47 R8 NO2°4712 W R25 51143 58 E I I 94 ,9;j 96 97 2'E 99 100 I i R9 51137'59"E R26 52825'17"W I' RIO N1130'11"W R27 556°10'05"W R1 I NOT29'S2"W R28 5872724"W NOTE PREPARED BY R12 N09°56'28"W R29 N710&'38"W RI3 509°5848"E R30 N35'33'25"W I. SET 3/4" X 30" IRON PIPE, TAGGED LS 5096, DN 6", AT ALL LOT CORNERS, ANGLE POINTS, AND ENDS /��r1���/ ,. mkn R14 508°47'28"E R31 N00°°29'52"W OF CURES, UNLESS NOTED OTHERWISE. ffmor"�maw/ice/ mm SCALE 1" = 60' CIVIL ENGINEERING, INC. R15 N0131'02"W R32 N00°25'17"W » » » 2. OUTLOTS A B» »AND C»ARE DEDICATED IN FEE TO THE CITY OF FRESNO FOR OPEN SPACE R16 N0134'24"W R33 NO2°45'39"W LANDSCAPING AND RECREATIONAL PURPOSES SUBJECT TO CITY ACCEPTANCE OF DEVELOPER INSTALLED 1234 0 STREET R17 564°20'40"W R34 N85°3249"E 0' 30' 60' 120' REQUIRED IMPROVEMENTS. FRESNO, CA. 93721 3. O V?LO TPH(559)449-4500 FAX(559)449-4515 8 lS FOR ACCESS ?'O THE AOTACElYT PAPKEtS 7-6 714E SOU`rl4