Loading...
HomeMy WebLinkAboutT-5210 - Map - 12/29/2005 FINAL MAP OF ENGINEER'S STATEMENT 5210 Tj?AcT NO * THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE AS SHOWN. THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THEY WILL BE SET IN THOSE POSITIONS ON A PLANNED DEVELOPMENT OR BEFORE ONE YEAR OF THE DATE THIS MAP IS RECORDED, OR ANY TIME FORMA EXTENSION APPROVED BY THE CITY ENGINEER. THE MONUMENTS ARE, OR WILL BE, IN THE CITY OF FRESNO, FRESNO COUNTY, CAL SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. SURVEYED AND PLATTED IN NOVEMBER 2002 BASED UPON A FTHIS IELD URVEY IN CONFORMANCEEOR UNDER MY NNS WITH THE REQUIREMENTS THESUBDIVISION MAP BY YAMABE & HORN ENGINEERING, INC. ACT AND LOCAL ORDINANCE AT THE REQUEST OF FIRST AMERICAN TITLE COMPANY IN NOVEMBER . 1 HEREBY STATE THATFINAL MAP CONSISTING OF TWO SHEETS CONFORMS TO 2002 THECONDITIONALLY APPROVED ITE TATIVE MAP SUBSTANTIALLY. RECORD TITLE INTEREST STATEMENT: SHEE T 1 OF 2 THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTERS T IN THE LAND WITHIN THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION Q�pFEssioH AND RECORDATION OF THIS MAP AND OFFER FOR DEDICATION FOR PUBLIC USE � D. CIFIED ON SAID MAP AS INTENDED FOR LEGAL DESCRIPTION: ~� P THE PARCELS AND EASEMENTS SPE �' Z m GARY D. tHN R.C.E. 30501 EXP. 03-31-06 PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. � �' ui REAL PROPERTY IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: No. 30501 SELF HELP ENTERPRISES, A CALIFORNIA NON—PROFIT CORPORATION. Exp. 3/31/06 PARCEL 1: ��qT CIV 1 DATED: ®G�. l zZeno-t:5) THAT PORTION OF LOT 23 OF NEWHALL TRACT, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF F OF CPAk-\F B CALIFORNIA, ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 2 OF RECORD OF SURVEYS AT PAGE 42, THOMAS J. C (SHAW, VICE—PRESIDENT FRESNO COUNTY RECORDS, BEING MORE PARTICULARILY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID LOT 23, SAID TRUE POINT OF BEGINNING BEING NORTH CITY ENGINEER'S STATEMENT 86.44'07" EAST, A DISTANCE OF 497.62 FEET FROM THE SOUTHWEST CORNER OF SAID LOT 23; THENCE NORTH BY: 6510'17" EAST, A DISTANCE OF 155.15 FEET; THENCE NORTH 88`13'50" EAST, A DISTANCE OF 234.65 FEET; CAROL A. GLASS, ASSISTANT SECRETARY THENCE NORTH 74'51'55" EAST, A DISTANCE OF 134.35 FEET; THENCE NORTH 62'17'11" EAST, A DISTANCE OF I HEREBY STATE THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, 183.09 FEET; THENCE NORTH 55009'04" EAST, A DISTANCE OF 83.34 FEET; THENCE NORTH 39'54'28" EAST, A DISTANCE OF 126.05 FEET TO A POINT ON THE EAST LINE OF SAID LOT 23; THENCE SOUTH 00'33'48" EAST, AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE ALONG SAID EAST LINE, A DISTANCE OF 290.22 FEET TO THE SOUTHEAST CORNER OF SAID LOT 23; THENCE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF FRESNO IRRIGATION DISTRICT, AS EASEMENT HOLDER APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM SOUTH 86'44'07" WEST, ALONG THE SOUTH LINE OF LOT 23, A DISTANCE OF 820.57 FEET TO THE TRUE POINT OF SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. BEGINNING. B BY: PARCEL 2: CITY ENGINEER J OB , PRESIDENT GARY ATO, SECRETARY LOTS 24 AND 25 OF NEVHALL TRACT, IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA, MICHAEL T. KIRN, PLS 7609 E ACCORDING TO THE MAP THEREOF RECORDED IN BOOK 2 PAGE 42 OF RECORD OF SURVEYS, RECORDS OF SAID ��''tp%,pNO S�R`F _ AN((I�E�Se�J COUNTY. <v ,G FROeF �- P15PLS EXCEPTING THEREFROM THOSE PORTIONS OF LOTS 24 AND 25 DESCRIBED AS FOLLOWS: � lw 9C NOTARY'S ACKNOWLEDGMENT. DATE$ BY. % E BEGINNING AT THE SOUTHEAST CORNER OF SAID LOT 25; THENCE WEST ALONG THE SOUTH LINE OF SAID LOT 25, * N0. 4980 * DEPUTY MORE OR LESS TO A A DISTANCE OF 199.20 FEET; THENCE NORTH 02'59'55" EAST, A DISTANCE OF 629.25 FEET, Exp. STATE OF CALIFORNIA POINT ON THE NORTH LINE OF SAID LOT 25, SAID POINT BEING 198.85 FEET (NEST OF THE NORTHEAST CORNER OF COUNTY OF FRESNO SAID LOT 25; THENCE NORTH 89659'44" EAST, ALONG SAID NORTH LINE OF LOT 25, A DISTANCE OF 160.04 FEET �TFpF CAS-�FPLANNING COMMISSION CERTIFICATE TO A POINT ON THE CENTER LINE OF CENTRAL CANAL; THENCE ALONG SAID CENTER LINE OF THE CENTRAL CANAL J%��, S' RE ME �-^ &VeA- SOUTH 48'37' EAST A DISTANCE OF 120.64 FEET AND SOUTH 78'26' EAST A DISTANCE OF 109.24 FEET; THENCE ON C/C�"6� i!Z BEFOPARALLEL WITH THE WEST LINE OF SAID LOT 24 A DISTANCE OF 528.15 FEET TO THE SOUTH PERSONALLY APPEAREDTtWM4S J• COLL 1 S CA rWL' ` SOUTH 2 58 WEST, LINE OF SAID LOT 24; THENCE WEST, ALONG SAID SOUTH LINE OF LOT 24, A DISTANCE OF 172.00 FEET TO THE I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION PERSONALLY KNOWN TO ME OR PROVED TO ME ON THE BASIS OF POINT OF BEGINNING; SHOWN CONFORMS TO AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP PER ( AND THE REQUIREMENTS IMPOSED BY THE FRESNO CITY PLANNING COMMISSION AS A SATISFACTORY EVIDENCE) TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED T THEY EXECUTED ALSO EXCEPTING THEREFROM ANY PORTION OF SAID LOT 25 LYING WESTERLY OF THE WESTERLY BOUNDARY LINE CONDITION TO THE ACCEPTANCE OF THE FINAL MAP. TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT OF THE ABOVE DESCRIBED EXCEPTION: THE SAME IN THEIR AUTHORIZED CAPACITIES, AND THAT BY THEIR SIGNATURES ON THE INSTRUMENT, THE PERSONS OR THE ENTITY UPON BEHALF OF WHICH ALSO EXCEPTING THEREFROM THE REMAINDER OF THE SOUTH 46 FEET THEREOF; THE PERSONS ACTED, EXECUTED THE INSTRUMENT. ALSO EXCEPTING THEREFROM SAID LOT 24 A PARCEL OF LAND DESCRIBED AS FOLLOWS: NICK P. Y 0 DATE WANES Y H D. BEGINNING AT A POINT 30 FEET WEST OF THE EAST BOUNDARY AND 76 FEET NORTH OF THE SOUTH 'BOUNDARY SECRETA Y OF THE FRESNO CITY PLANNING COMMISSION OF THE SOUTHWEST QUARTER OF SECTION 18, TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT DIABLO BASE AND MERIDIAN; THENCE WESTERLY 76 FEET FROM AND PARALLEL TO THE SOUTH BOUNDARY OF SAID SECTION 18; A DISTANCE OF 60 FEET; THENCE IN A NORTHEASTERLY DIRECTION TO A POINT WHICH IS 106 FEET NORTH OF THE NOT RY PUBLIC — SI ATURE SOUTH BOUNDARY AND 30 FEET WEST OF THE EAST BOUNDARY OF THE SOUTHWEST QUARTER OF SAID SECTION 18; THENCE SOUTHERLY 30 FEET FROM AND PARALLEL TO THE EAST BOUNDARY OF THE SOUTHWEST QUARTER OF �4V, &aYGA-_ I v[.�4itic ol- CITY CLERK'S CERTIFICATE PRINT NAME AND COUNTY SAID SECTION 18. A DISTANCE OF 30 FEET TO THE POINT OF BEGINNING; OVA' AND ALSO EXCEPTING THEREFROM ALL THAT PORTION OF SAID LOTS 24 AND 25 LYING NORTHERLY OF THE CENTER I HEREBY CERTFj THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION COMMISSION EXPIRES: -II ��8 LINE OF CENTRAL CANAL, AS SHOWN ON THE MAP OF SAID TRACT. NO. — 96 ADOPTED ON A ftVe}n29s 26QS APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF THE PUBLIC, ALL COMMISSION No: l�� 3 8 ® PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN CT TO THE FOLLOWING OF F� CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE THIS PROPERTY IS SUBJECT `� '' ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN NOTARY'S ACKNOWLEDGMENT: �,, ,,�, _ �► ON THE MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP.. 1. AN EASEMENT FOR CENTRAL CANAL AND INCIDENTAL PURPOSES REBECCA E. KLISCH, CMC 2. AN EASEMENT FOR CENTRAL CANAL, RECORDED OCTOBER 10, 1990 AS INSTRUMENT NO. 90122877 OF co CITY CLERK STATE OF CALIFORNIA OFFICIAL RECORDS. COUNTY OF FRESNO 1- � 4AAA, � K' 3. AN INSTRUMENT EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND CITY OF FRESNO, 0 .��c BY: ® � ON Ot o�S BEFOR ME Y ECORDED JULY 31, 1995 AS INSTRUMENT NO. 95092128. rf o 0., DEPUTY DATE PERSONALLY APPEARED C l.SG t �"' r� 4. TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "HOME INVESTMENT PARTNERSHIPS PERSONALLY KNOWN TO ME ( OF PROGRAM COMMUNITY HOUSING DEVELOPMENT ORGANIZATION AGREEMENT" RECORDED JUNE 15, 2004 TO BE THE PERSONS WHOSE NAMES ARE SUBSCRIBED AS INSTRUMENT No. 2004-0131827 OF OFFICIAL RECORDS. RECORDER'S CERTIFICATE: TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT THEY EXECUTED 5. COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS IN THE DOCUMENT RECORDED JUNE 24, S — OFFICIAL RECORDS. DOCUMENT N0. -ZOOS -0,"�0����• FEE: S THE SAME IN THEIR AUTHORIZED CAPACITIES, AND THAT BY THEIR SIGNATURE 2004 AS INSTRUMENT No. 2004 0139693 OF ON THE INSTRUMENT, THE PERSONS OR THE ENTITY UPON BEHALF OF WHICH AT M., THE PERSONS ACTED, EXECUTED THE INSTRUMENT. 6. TERMS AND PROVISIONS CONTAINED IN DOCUMENT ENTITLED "EARLY CONSTRUCTION AGREEMENT FOR FILED THIS �•� AY OF 200 SEWER, WATER, AND STORM DRAIN IMPROVEMENTS" RECORDED JUNE 6, 2005 AS INSTRUMENT No. IN VOLUME OF PLATS, AT PAGES AT THE WITNE MY HAND. 2005-0125153 OF OFFICIAL RECORDS. 7. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION REQUEST OF FIRST AMERICAN TITLE COMPANY. CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES AND DEVELOPMENT FEES TO FRESNO COUNTY RECORDS NOTARY ELIC — SIGNATURE THE TIME 0 ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN FOR TRACT No. 5210, ROBERT C. WERNER, COUNTY RECORDER 1 Coo �„r RECORDED , DOCUMENT No.t'. �-Z . , FRESNO COUNTY RECORDS. 8. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT FOR MPORARY OFF—SITE EMERGENCY ' PRIN NAME AND COUNTY STREET FACILITIES FOR TRACT No. 5210, RECORDED 2 , DOCUMENT No.2�S '�.3��•� _'! FRESNO BY. COMMISSION EXPIRES: T 07009 COUNTY RECORDS. DEPUTY ,f 9. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMEN FOR THE MAjVTENANCE OF LANDSCAPING COMMISSION No: /S RECORDED DOCUMENT No."S -' J FRESNO COUNTY RECORDS. 10. A NOTICE OF ASSESSMENT RECORDED JULY 8, 2005 AS INSTRUMENT No. 20050152262 OF OFFICIAL RECORDS, EXECUTED RY THE CITY OF FRESNO-,COMMUNI_'�' FACIUMES DISTRICT NO. 2 ANWEXA�C1 No. 96 IN THE AMOUNT 09/29/05...03-126...03126FM.DWG OF 112,974,00. UNE LENGTH BEARING L1 5. S84'49'46"W L2 .42' 570'03'38"W _ _ - - _ - - - - - - - I L3 85.08' 7'50'51"W 26' IS86'43'31"W 2666.34' _ - - - - _ - CENTER 1/4 COR. SEC. I L4 119.16' 4'43'17"W "W 2666.21' ("86'43'31"E 2666-) _ -1328.10-r �32812`� -11328.17` 18-14/21, FD SCRIBE MARKS ON �I L5 83.34' S '09' 2"W ASIS OF BEARINGS - S86-43-31 _ _ _ _ _ MANHOLE AND 3 TIES, CR #5397 o L6 126.00' $3905426-W _ - -B - - - - - - - CHURCH AVENUE FINAL MAP OF °'I EAST I LE 468.34' 31' 80.44'05"W - - - --�`- 11'- (1338.14) 'i i- LEGEND: - - 1338. T L9 2. 0' "00'1 '38"W ♦ NOW OFFERED FOR DEDICATION FOR PUBLIC STREE L10 3.74' N0 '1 7'.38"W . / I 1 PURPOSES. - L431 L11 79.69' N00'17'3 8"W I WEST 1/4 COR. I vA&. INDICATES RELINQUISHMENT OF DIRECT ACCESS RIGHTS A PLANNED DEVELOPMENT /� L12 84.41' N3 . 4� 6"E. SEC. 18-14/21, 26 FD FCBCM, FLUSH, PUE PLANTING AND PUBLIC UTILITY EASEMENT NOW OFFERED CITY OF FRESNO, FRESNO COUNTY, CALIFORNIA i i I L13 41. 9 N s 4 P I N THE � � I � L14 13.61' 6'4 "W I CR #4707 FOR DEDICATION FOR PUBLIC USE. SURVEYED AND PLATTED IN NOVEMBER 2002 /� I L15 15.34' N4 • ' 1"E PUE PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. I L16 14.61' S46.44'0 " B Y YAMABE & HORN ENGINEERING, INC. " .5' UNLESS OTHERWISE � � / ti � v L17 1.4..71' S " • � S� � � �/ , 120'I 30. , L18 15. � S '44� 5»W I I � NOTED 3/4 IRON PIPE, DOWN 0 , LEGEND. CONSISTING OF TWO SHEETS �s /. 27 " G DOWN 6" BELOW GROUND, I , L19 13. N4�6 51 43 W I N DEDICATED FOR PUBLIC STREET I O SET 3/4 IRON PIPE, 30 LONG, S�R�E /x I I L20 21.94' SOO'34'O8"E ': PURPOSES PER SEPARATE TAGGED "RCE 30501", UNLESS OTHERWISE NOTED SHEET 2 OF 2 \ OF 5 / N L21 17.07' N43'05'04"E o ENT No. 2005-oz93�7z " " DOCUMENT SET 3/4 x 30 LONG IRON PIPE, 4" UP IN 6" DIAMETER x 30" 0 G R /� I rn MONUMENT, DOWN 6" BELOW GROUND,TAGGED "RCE 30501" EG �2, / / C �I L22 14.5 ' S 8'48' " PEDESTRIAN EASEMENT NOW P.C.C. MON BASIS OF BEARINGS L23 14.82' 43 5'49"W THE NORTH LINE OF THE SOUTHWEST 1/4 OF SECTION 18 R PE OFFERED FOR DEDICATION FOR FD FOUND , 2 / / 3 �. L24 14 1' 46'44'11 PUBLIC USE. TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT DIABLO P / p9 / oD NI L25 14.61' 4 '44'17" ORFC OFFICIAL RECORDS FRESNO COUNTY BASE AND MERIDIAN, TAKEN TO BE NORTH , 8�. ����' / 25 » r• I I L26 14.8 N 4.48 PREVIOUSLY DEDICATED FOR 86'43'31" EAST PER RECORD OF SURVEY FILED WITH /g''�t1/ / r� " v PUBLIC STREET PURPOSES ON F.C.R. FRESNO COUNTY RECORDS FRESNO COUNTY RECORDS IN BOOK 32 AT PAGE 70. /,,��'Oi / oo I -CID L27 16.93 S31'1 8 W NEWHALL TRACT L I TF TIES FIT / �c,6� // Z L28 14.62' 46'44'54"E. s, / / / 47 I i L29 16.93' S31'10'58"W 2 FCBCM FRESNO COUNTY BRASS CAP MONUMENT ,� J _ _ PREVIOUSLY DEDICATED FOR g RACT NO 5210 °' L30 31.21' "86'440.5"E PUBLIC STREET PURPOSES PER N LE LANDSCAPE EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE PER W 134'35, / NORTHEAST CORNER LOT I » Q D 0. 4930 RECORDED � FID CANAL EASEMENT _ _ - - - �,� � �, L31 6.80 86 0.5 W DOC. N w o DATA PER RECORD OF SURVEY RECORDED IN BOOK - _ _ 53 24 OF NEWHALL TRACT I ( � SEPARATE DOC. N0. � , - �S�4 3,g3 �� � I L32 25.03' "00'17' 7"W I JANUARY 19, 1961, IN BOOK 20050111181 12 FD 2 IP, 6 DWN, 00 4495, PAGE 660, F.C.R. M 00 32 OF RECORD OF SURVEYS AT PAGE 70, F.C.R. S88'13'48"W 234.6 ' _ 1 I j L33 25.03' N00'1 '37"W I I DATA PER MAP OF NEWHALL TRACT RECORDED IN BOOK 2 REMAINDER TAGGED "LS 1185" L14 i� / 50.02'_ _39.43' i_; L34 10.86' N8fi'44'17"E cO INDICATES RELINQUISHMENT OF o OF RECORD OF SURVEYS AT PAGE 42, F.C.R. .��' 35.02 60.16�� 50.02 r L40 N / 155. 4a Z�� o - _ 142.63'g9.09 -� L35 16.6N86'44'17E = �m DIRECT ACCESS RIGHTS PER cn I DATA PER PARCEL MAP 5675 RECORDED IN BOOK 37, OF PARCEL - - _ _ _ 3 I SEPARATE DOCUMENTS ♦ AND € MAPS, AT PAGE 29, F.C.R. L36 12.02' S001737" E V /•�p1y p9,��cr �' `�; iS 8 - a._'-.--- G� ♦ N "86.44'05"E 197.82' v L37 6. 3' 0'17 7"E dI _ z a■�f► BLUE BORDER INDICATES LIMITS OF SUBDIVISION S6 6 ' - �, w - s •.�-_c v �!cffl � -� L38 14.8W N64' '1 "E o F+ DEDICATED FOR PUBLIC STREET / q�g. cr - o 9 1 r",`, G� N A�Nu 166.55' v L39 4.21' N64'4 '17" / / , w tt+ o O N86'44'05"E 2685.20 !s• $�`< UL ,� o I O PURPOSES PER SEPARATE 1342.19' CALC] ______ - - --'-'"i �' z V, zao5-oZ93�,3 1337.61- [-� - p� 0,(�3<�. L39 car, 5 4 3 w 2 � w RR�,1t� 139.48' L19 ' I I L40 10.82 N74�51� 5"E ..w I DOCUMENT No. - - + Gp` • �' - / �► 0) Cl it G�°� I I � L 6.80 a 1352.19 CALC. - - - 6 r, 10 PPUE v:l PE co L43 0. 0 N 9 52 E 13__47__59 J - 1 / ��,-< P�P`/' <.0• / `�3 `�� o L31 50,00' -50.00' L30 G$ of I w L44 27.03 S00' 4'0 " -j G/ s ��,, 50.00 G2 I L45 27.0 ' 5009,34t08" L) I 1 /�� ��5 38 ''3 `� 7 C2 , CZg _ 188.01 ♦ L9 N h /1 ♦00 L46 32.84' 37 ' "W NOTE. \ / 'S/ L/ .� `� 8 10' PPUE �� �,� C 3 " L8 E G 3 I :'� L47 3 . W o " � S86 44 05 W 138.90 p► M d SET 3 4 IRON PIPE, A�- 6 I ' " / 30 LONG, DOWN \ / ��< 'a ' G , r o " N I 6" BELOW GROUND, TAGGED "RCE \ ` - _ CENTS �9i s� pp10 PPUE _ I N o L48 . 5 N '1.5 5_W - - y0• 101.97 �? ►�1 '� I L49 34.26 N 3`15'-5"W. `J I 30501" AT ALL LOT CORNERS UNLESS _ _ -- - - < 9 ` + �7�o: S �, 17 OTHERWISE NOTED ( - -' 1' PE �'' !Op r'�: /,Z� •.-• -95-179-1 --•I L18 I t L50 3 .93' N07-32'1.0"W 0 0 1 N I -J . r , a 5 E oI d, 10 r'�o. w r, 9/66. L41 r- rn , I w U L51 .70� 1. -�15"W cs ri 32 t-Z 25 25 k off" t� Op / co I W I s L52 9 N 7 50"W qt S89 42 22 W W o Z I � L53 .53' 7• MN1 N I 12 5p°p�� 105.63' ! CD Z P4 I a N L54 32.22' 5 W 1 , 0 °' CR N o mc v `J L55 34.45' T "E 3I 1 �., " `n I tis •` 0O® � ♦ < 9 42 22 E 105.50 31 LO N1,00 REl1�AlNOER Z 3o o iL56 35.07 7 ,50x 5 6 25 25 i " 'o I � �. 13 ? 0 �'� �/ 6 , 1 NS , ori 105.63 rO I - L57 3.78' N27'17'07"W o I I8� y yp0 GP`R� �8�• ga� b 1 PE b - N 10 PPUE : I� T ( �I' n. L58 38.05 N 2'04 56 W o I o ��0 o - I W o o f� o M N r 'I N L59 30.03' N00' 4'08"W o c23 �5 o P5� ���• � �; 34 3 ;, W ,�`I W , 10.01 a M N .�a E►, i� 1 PE 1 0) Z lA , N 00 N r- N a F► � , . a 14 /0% / 04 39 cc ( 105.50 !"� 10�63' o SCALE: 1 = 80 I • M L601 103.43 "00'17 38 W ;° I N ,\p'f� r, 9°� N to 10 PPUE _ N Q a10 PPUE z �j I�vrn o I 10 PPUE V� v\ s• 11�• N 00 N89'42 22 E 3 N o i�0 1 PE 1 (n I t° ;r CURVE TABLE I /I to _ ,L15. ' 0 106.50 _ o°D Li!qt 00 00 0 0 40 8o 160 , N 89.74 ti ''� g CURVE DELTA RADIUS LENGTH o � X10' PPUE o c) goo Z 0 35 LO �z 29 20 I .� EAST CHAPMAN J 3 38 � o �N S89'4222"W S89'42'22"W I ♦ v I Cl '4T54" 250.00' 14 .11' 35' OR C2 •47' 4" 50.00' 143-11' oo �.- "86'44'17 E �\ 4a `� " o I Ki 125.18 ♦ 1 M- "89'42'22"E M N89-42'22 E z O _ 105.50 105.63' a0,I o; I N "c �, O cq Ki 17 • 0 I , 9.00' 1. 2' o MC3 4'09' S" 102.00' 43.02' o I d. ,n � AVENUE �,�, I`a "� 108.50 ro 106.50 to �i 36 00 28 ,� N I N C462'51'48" 2 V) I oo co 9.54'-''I -' 41 w (R 0 13P 1 Ln 1 PE `o/_95'55' --1 * 1 1 1 N I 3 C5 92'58'05" 25.00' 40. 6' 3 L._� _ �1. 3 I o C6 87'01'55" 25.00' 37. 7' ccoo �r ODS , 15 a6/ 10 PPUE ,Mn Ln .J 95.03 �. " , K)* o 10 PPUE c i ,.�- -'96.42 �L� `D8 190.58 N C6 00 I � C7 2 47 54 277.00 158.57 I v I ^ 1' PE C24 �! -"98.04 �' 1 ♦ ` 10' PPUE 237.74' .��L `�' 0 0 C8 3 '47'54" 23.00' 127.6.5' 0 6'44'17"E �� - 194.46 r G 1 NS 3 STH R E AVENUE; ,� M I Z c9 4•os' " 127.00' .56 I < I z 100.59'R5 c'S N - 239.0 1 » 476.77 EA N G� �� I N86 4417E o ( I C10 52-22-21- 1 54.00' 49,36' o �� �, N 476.77 50.00' 50.00' L35 I Z I I co , _ _50.00' 50.00' 50.00'- 15' FMFCD PIPELINE EASEMENT Cil 2'5 '05" 50.00' 1.13' o 50.00 50.00 1' PE 20' PUE PER SEPARATE PER SEPARATE DOC. N0. ( I C12 $7 '55" 50.00' 75,95' C _ 50.00' 10' PPU 2-w5_029 31.7 I 16 � 26 49.27 •1 PE � � DOC. NO. 20050218862 I 0 C13 WOW 77.0 � 1 .55' Oo 10' PPU -& N 27 I I _ 20'1 3 ' C14 47 4 3.00 7. o coo M *� L34 N N 23 N 24 rn 25 26 a, - - - - - - - v C15 18 1_'4 " .00' 3' N ,,�� 3 N 21 N 22 � _ _ I RADIAL TABLE o I .,��L 1 M - N 19 N 24 a, 0 o $ o I - - - - - 1 _�, rn o - --� 87.3 C16 1 '11'4 " 10. 0' 18' LINE BEARING 64,E 17 ^ 18 o v! 00 00 0 - - - - - - - Cl •' �'1 �! I C17 24'09' 5" 77.00' .48' ;v o ( Q 332.27' _._.._.... I C18 4'50'01 23.00 18.81 1 R1 S08'05'56"E o N . w - - " I *58'1 r- m _ - '- - 0.00 � ,- - -- _" � •�_.._�.. � I C19 2T5T53" 223.00' 108_-84' I R2 N214 W - R3 N4254'41"W _ _ -� 0.00' 50.00'- -50.00' 0.00 50.0 -_ _ _ �12' 14' I 60 C20 '2T3fi" 127.00' 12.10' R4 "79'48'11"W - 50.00' 50.00'- ' -50.0 - --1• " , - -80-02' 669.46 - '17 1E 078.39' SOUTH 1/4 COR. SEC. __ I C21 1.8 4 19 127.00 1.46 R5 S82'00 31 W �� - 139.44 - - N-86.4-4-71'7-E1078.39' 86 44 461, 76'. �.-�-18-14/21, FD 3/4" IP, " . " _..- ----�- 10 PUE - DN C22 36 30 54.00 4.77 R6 S33 05 58 W 1 _ -� 26 LE __.____._ _--. �- I • , " , I " L36 ---� � 3", TAG ILLEGIBLE, CR #5565,. C23 15 51 54.00 14.59 8 E I __..._.__ ___._ ___ _ 30' _ - - - _ - - - - - C24 7'41'51" 50.00' 6.72' I R7 S45 06 3 - - _, CORNER 12' r. __ ____._ _ UE 30'v _ - - _ - _ - 494_76- -�-- / C25 '5433" 50.00' 4' . 8' SOUTHEAST 46',& v _ �� _ _ _ _ _ ��� �� EAST JENSEN ASN _ 30' _ _ I OF LOT 24 OF _.__ SOUTHWEST COR. ____�.� C26 ' 1'41" 0.00 1.7 NEWHALL TRACT _ SEC. 18-14/21, FD -- M _ _ __�_.. _�._.....- _�� . - -------- SEC, f.._. - --�- C27 41' �5 0 0' , I - 674.03' 1344.50' CALC.] FCBCM, FLUSH, CR �-��� 1340.74') [ --�- _�-- 30.0 1340.78 ( _ \ - , C28 48'11'00" 50.00' 9.43 I #6158 --�- - � I -1 1� 171.99- - - - 2691.45') [2699.0' CALCI - - - - _ - _ "86'44'17"E 2691.53' ( - - - - PREPARED BY: ! I 1350.75_ - - - - - - _ IYAMABE & MORN ENGINEERING, INC. - -, 13g0•71'�[1354.50 CAL ] _ _ �_ _ I i 1300 EASTFRESNO, CA�N93710UITE 176 ._( I I PH. 559-244-3123 FAX 559-244-3120 I I I I 09/29/05...03-126...03128FM.DWG