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HomeMy WebLinkAboutT-6153 - Map - Recorded - 12/6/2017 RECORD TITLE INTEREST STATEMENT: SURVEYOR'S STATEMENT. UNDERSIGNED, RECORD INTEREST N LAND WITHIN O THE UNDE , BEING ALL PARTIES HAVING ANY REC R TITLE NTERE i THE H THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND COMPLETE THIS SUBDIVISION, HEREBY CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP AND OFFER O FOR DEDICATION FOR PUBLIC USE THE PARCELS AND EASEMENTS SPECIFIED ON SAID MAP AS INTENDED © AS SHOWN. FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. A PLANNED DEVELOPMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN - CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE BEING A RE SUBDIVISION OF ADJUSTED PARCEL A AS SHOWN ON LOT LINE ADJUSTMENT N0. 2016 01, Q COPPER RIVER CH VILLAGES, LLC, ACA CALIFORNIA U MITED LIABILITY COMPANY RECORDED IN BOOK 04 OF MISCELLANEOUS MAPS, AT PAGE 28, FRESNO. COUNTY RECORDS. REQUEST OF GARY MCDONALD ON FEBRUARY 1, 2017. I HEREBY STATE THAT ALL THE MONUMENTS ARE OF THE -CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THAT THEY WILL BE SET IN THOSE IN THE CITY OF FRESNO, COUNTY OF FRESNO, STATE OF CALIFORNIA POSITIONS ON OR BEFORE ONE YEAR"OF THE DATE THIS MAP IS RECORDED, OR ANY TIME EXTENSION SURVEYED AND PLATTED IN FEBRUARY 2017, BY BRET A. GlAN N ETTA APPROVED BY THE CITY ENGINEER. THE `MONUMENTS ARE, OR WILL BE, SUFFICIENT T4 ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP. BY: fCONSISTING OF T#''O .51 HETTS G CDO ALD PRESIDENT SHEET OXE OF T#O SHEETS � LEGAL DESCRIPTION. -7BRET GIANNETTA, LS 8177 LIC. EXP. 12-31-18 DATE PARCEL A OF LOT UNE ADJUSTMENT NO. 2016-01, AS DOCUMENT NO. 2016-0168280, OF OFFICIAL RECORDS OF FRESNO COUNTY, AND MORE PARTICULARLY DESCRIBED AS (FOLLOWS: No. 81,77 TLOT H OF THE AMENDED MAP OF TRACT NO. 5205, RECORDED IN VOLUME 76 OF PLATS, AT PAGES 46 THROUGH 70, FRESNO COUNTY RECORDS. ', tS STATEMENT: TOGETHER WITH PARCEL A OF PROPERTY LINE ADJUSTMENT N0. 04-07, DESCRIBED IN THAT CERTIFICATE OF F CA CITY ENGINEER COMPLIANCE, RECORDED DECEMBER 17, 2004 AS DOCUMENT NO 2004-0282733, FRESNO COUNTY RECORDS, ! HEREBY STATE THAT ] HAVE. EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN IS SUBSTANTIALLY DESCRIBED AS FOLLOWS: THE SAME AS IT APPEARED ON THE APPROVED TENTATIVE MAP, AND ANY APPROVED ALTERATIONS Q�;OFESS�O NOTARY ACKNOWLEDGMENT, � `�' P T AND OCA ORDINANCES APPLICABLE TAR 1 J`1 �N YY DG M ENT, THAT CERTAIN REAL PROPERTY SITUATE IN SECTION 1 AND SECTION 12, TOWNSHIP 12 SOUTH, RANGE 20 EAST, �9t THEREOF. THAT ALL PROVISIONS OF THE SUBDIVISIONMA AC L L R �� AND MERIDIAN COUNTY OF FRESNO STATE OF CAUFORN ACCORDING TO THE OFFICIAL MAP AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH. MOUNT DIABLO BASE , IA, �, A NOTARY PUBLIC OR OTHER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ONLY THE THEREOF, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: IDENTITY OF THE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS W ATTACHED, AND NOT THE TRUTHFULNESS, ACCURACY, OR VALIDITY OF THAT DOCUMENT. BEGINNING AT THE NORTH QUARTER CORNER OF SAID SECTION 12, SAID POINT BEING ALSO ON THE BOUNDARY OF N® 50022 THAT PARCEL OF LAND DESCRIBED IN CERTIFICATE OF COMPLIANCE NO. PLA 02-14(A), RECORDED AS DOCUMENT STATE OF CALIFORNIA NO. 2004-0008186, OF OFFICIAL RECORDS, FRESNO COUNTY; THENCE CONTINUING ALONG SAID BOUNDARY, €gyp,Date-w-0, COUNTY OF FRESNO FOLLOWING THE SUBSEQUENT COURSES AND DISTANCES: CI1/I8. ON =t2nbix 1-1-1-Off BEFORE ME, ArArrapt ,NOTARY PUBLIC 1 NORTH 88'27'17"EAST, ALONG THE NORTH LINE OF SAID SECTION AND SAID PARCEL, A DISTANCE OF 214.80 p� PERSONALLY APPEARED , WHO FEET TO A POINT OF CUSP WITH A NON-TANGENT CURVE, CONCAVE TO THE EAST AND HAVING A RADIUS OF OF GAS PROVED TO ME ON THE BASIS OF SA tSFACTORY EVIDENCE TO BE THE PERSON(') 43.84 FEET A RADIAL TO SAID POINT BEARS NORTH 30'56'54"WEST; THENCE LEAVING SAID NORTH LINE WHOSE NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED ANDREW J. BENELL PE 50022 CITY ENGINEER DATE / 2) SOUTHERLY, ALONG THE ARC OF SAID NON-TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 94'52'52 AN ARC TO ME THAT HE/. IE/ EXECUTED THE SAME IN HIS/H /T AUTHORIZED LICENSE EXPIRES 30-2019 CAPACITY(WS), AND THAT BY HIS/KR/TbOA SIGNATURE * ON THE INSTRUMENT THE DISTANCE OF 72.60 FEET; THENCE PERSON($), OR THE ENTITY UPON BEHALF-OF WHICH THE PERSON ACTED, EXECUTED 3) SOUTH 40°32'36"EAST, A DISTANCE OF 221.23 FEET;, THENCE , THE INSTRUMENT. CITY SURVEYORS STATEMENT. 4) SOUTH 26°39'53"WEST, A DISTANCE OF 539.97 `FEET TO THE BEGINNING POINT OF A NON-TANGENT CURVE, D HAVING A RADIUS 150.00 FEET A RADIAL TO SAID BEGINNING POINT BEARS I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA CONCAVE TO THE SOUTHEAST AN HA I HEREBY STATE THAT I HAVE EXAMINED THIS MAP AND THAT I AM SATISFIED THAT THE MAP IS NORTH 08'17'50"WEST; THENCE ' µ' THAT THE FOREGOING PARAGRAPH IS TRUE AND CORRECT. f � TECHNICALLY CORRECT. WITNESS MY HAND 5) SOUTHWESTERLY, ALONG THE ARC OF SAID NON-TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 17'04'57", AN ARC DISTANCE OF 44.72 FEET; THENCE SIGNATURE 4 6) SOUTH 571-29'43"WEST, A DISTANCE OF 101.88 FEET TO A POINT ON THE WEST UNE OF ,PARCEL 2 OF PARCEL NAME MAP NO. 7473, ACCORDING TO THE MAP RECORDED IN BOOK 57 AT PAGE 15 OF PARCEL -MAPS, FRESNO COUNTY b s . F, . RECORDS, DISTANT 776.21 FEET FROM THE NORTHWEST CORNER OF SAID PARCEL 2; THENCE t r COUNTY OF 7 SOUTH 57'29'43"WEST, A DISTANCE OF 68.49 FEET; THENCE `� r,°; BY: m. MY COMMISSION EXPIRESWAjL!r% Nm 2LICS CAMiT 6 3 DATE 8) SOUTH 82°24'25"WEST, A DISTANCE OF 463.74 FEET; THENCE MY COMMISSION NUMBER E VES 12--31--2017 9) SOUTH 88'03'59"WEST, A DISTANCE OF 830.40 FEET TO A COMMON CORNER WITH PARCEL B OF LOT LINE UREYOR ADJUSTMENT 04-07, CONCURRENTLY DESCRIBED HEREWITH; THENCE, LEAVING SAID BOUNDARY 10) SOUTH 88'03'59"WEST, ALONG THE SHARED BOUNDARY OF THIS DESCRIBED PARCEL A AND SAID PARCEL B, A PLANNING COMMISSION CERTIFICATE: - DISTANCE OF 49.24 FEET; THENCE CONTINUING ALONG SAID SHARED BOUNDARY, FOLLOWING THE SUBSEQUENT THIS PROPERTY IS SUBJECT TO THE FOLLOWING: COURSES AND DISTANCES: ' ' BEGINNING POINT F A TANGENT CURVE CONCAVE I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS TO 11) NORTH 24 0936 EAST, A DISTANCE OF 14,70 FEET TO THE BEGINN N o a A IS INCOMPLIANCE WITH THE APPROVED, TENTATIVE MAP AND THE REQUIREMENTS IMPOSED BY 1. SAID LAND LIES WITHIN. THE BOUNDARIES OF THE FRESNO METROPOLITAN FLOOD CONTROL DISTRICT AND AND IS SUBJECT TO THE POTENTIAL OF THE .PAYMENT OF DRAINAGE FEES AND/OR THE REQUIREMENT OF WESTERLY AND HAVING A RADIUS OF 1,000.00 FEET; THENCE THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO ;THE ACCEPTANCE OF THE FINAL MAP, CONSTRUCTION OF DRAINAGE FACILITIES AS A CONDITION OF DEVELOPMENT, RECONSTRUCTION, ADDITIONS 12) NORTHERLY, ALONG THE ARC OF SAID TANGENT CURVE, THROUGH A CENTRAL ANGLE OF 27620'37", AN ARC OR ALTERATIONS ASSOCIATED WITH SAID LAND, DOCUMENT NO. 95092128, FRESNO COUNTY RECORDS. DISTANCE OF 477.24 FEET; THENCE 2. NOTICE OF SPECIAL TAX LIEN, COMMUNITY FACILITIES DISTRICT NO. 12 FORMATION, RECORDED JULY 280 13) NORTH 03`11'01"WEST, A DISTANCE OF 388.38 FEET TO THE NORTH UNE OF THE NORTHWEST QUARTER OF 2006 AS DOCUMENT NO. 2006-0157252, FRESNO COUNTY RECORDS. SAID SECTION 12; THENCE 3. FRESNO METROPOLITAN FLOOD CONTROL DISTRICT ENCROACHMENT AGREEMENT, RECORDED FEBRUARY 8, 88'24'31"WEST ALONG SAID NORTH LINE A DISTANCE OF 455.87 FEET TO THE SOUTHWEST CORNER OF JE6RAR LARK ATE TH1996 AS DOCUMENT NO. 96017466 AND 96017467, FRESNO COUNTY RECORDS. SOUTHTHAT PARCEL OF LAND DESCRIBED IN THE DEED RECORDED APRIL 22, i992, AS DOCUMENT NO. 92-052:132, SAID S ,OF THE FRESNO CITY PLANNING COMMISSION POINT BEING ALSO ON THE SOUTHERLY RIGHT-OF-WAY OF FRIANT ROAD, AS DESCRIBED BY THAT DEED RECORDED 4. FRESNO METROPOLITAN FLOOD CONTROL DISTRICT MEMORANDUM OF AGREEMENT, RECORDED APRIL 18, OCTOBER 16, 1967, IN BOOK 5490 PAGE 567 AS DOCUMENT NO. 71318, BOTH DEEDS BEING OFFICIAL RECORDS 1996 AS DOCUMENT NO. 96049991, FRESNO COUNTY RECORDS. OF FRESNO COUNTY; THENCE ALONG SAID DEED BOUNDARY AND SAID RIGHT-OF-WAY, FOLLOWING THE SUBSEQUENT COURSES AND DISTANCES: CITY CLERK S CERTIFICATE: 5. EASEMENT AGREEMENT FOR COPPER RIVER RANCH, RECORDED DECEMBER 30, 2004 AS DOCUMENT N0. 2004-0291147, FRESNO COUNTY RECORDS, AND RECORDED AUGUST 22, 2006 AS DOCUMENT NO. 15) NORTH 45'48'24"EAST, A DISTANCE OF 215.92 FEET, THENCE 2006-0175086, FRESNO COUNTY RECORDS. I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO. 16) NORTH 68°35'20"EAST, A DISTANCE OF 340.06 FEET, THENCE LEAVING SAID RIGHT-OF-WAY ADOPTED ON T E , 2017, APPROVED THE WITHIN MAP AND ACCEPTED ON BEHALF OF 6. DEVELOPMENT AGREEMENT RECORDED DECEMBER 30, 2004 AS DOCUMENT NO. 2004-0291148, FRESNO THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION FOR PUBLIC USE IN COUNTY RECORDS. i 17) SOUTH 03'10'40"EAST, A DISTANCE OF 261.56 FEET TO THE NORTH UNE OF THE NORTHWEST QUARTER OF CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED THE ABANDONMENT OF SAID SECTION 12, THENCE LEAVING SAID DEED BOUNDARY THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE MAP AND NOTED AS 7. MEMORANDUM OF BASIN "DE" RELOCATION AGREEMENT, RECORDED JANUARY 19, 2005 AS DOCUMENT N0. ABANDONED BY THE FILING OF THE MAP. 2005-0012048, FRESNO COUNTY RECORDS. 18) NORTH 88'24'31"EAST, ALONG SAID NORTH UNE, A DISTANCE OF 1,321.74 FEET TO THE POINT OF BEGINNING. YVONNE SPENCE CMC 8. MASTER DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR COPPER RIVER RANCH, EXCEPTING THEREFROM THAT PORTION OF SAID PARCEL A OF PROPERTY LINE ADJUSTMENT NO. 04-07, LYING CITY CLERK RECORDED JUNE 2, 2006 AS DOCUMENT NO. 2006-0115469, FRESNO COUNTY RECORDS, AND WITHIN SECTION 12, TOWNSHIP 12 SOUTH, RANGE 20 EAST, MOUNT DIABLO BASE AND MERIDIAN. RECORDED AUGUST 22, 2006 AS DOCUMENT NO. 2006--0175087, `FRESNO COUNTY RECORDS. i 9. PACIFIC;GAS AND ELECTRIC COMPANY EASEMENT, RECORDED MARCH 14, 2008 AS DOCUMENT N0. THIS PROPERTY IS SUBJECT TO THE FOLLOWING (CONTINUED): BY: 2008-0037754, FRESNO COUNTY RECORDS. (EXACT LOCATION-NOT DISCLOSED OF RECORDS) D UTY DATE 13. A STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT RELINQUISHING ACCESS RIGHTS FOR 10. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT GRANTING EASEMENT FOR EMERGENCY CERTAIN LOTS WITHIN THE FINAL MAP OF TRACT NO 6153, RECORDED. ��a+A -c 2017, VEHICLE ACCESS REQUIRING THE MAINTENANCE AND REPAIR OF THE EMERGENCY ACCESS ROAD, AS DOCUMENT NO. 2017-AI S�O nA RECORDERS CERTIFICATE FRESNO COUNTY RECORDS. RECORDED JULY 17, 2008 AS DOCUMENT NO. 2008-0102478, FRESNO COUNTY RECORDS. 14. A -STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT PROVIDING SPECIAL SOLID WASTE DISPOSAL 11. STATEMENT OF COVENANTS AFFECTING LAND DEVELOPMENT GRANTING EASEMENT FOR EMERGENCY SERVICES FOR CERTAIN LOTS WITHIN THE FINAL MAP OF TRACT NO. 6153, RECORDED DOCUMENT NO. a1002,; FEE S 40. VEHICLE ACCESS REQUIRING THE MAINTENANCE AND REPAIR OF THE EMERGENCY ACCESS ROAD, .Zft \ftta 2017, AS DOCUMENT NO. 2017-X1.-5' .aFRESNO COUNTY RECORDS. FILED THIS 4nLDAY OF Dect L tC 2017 RECORDED JULY 17, 2008 AS DOCUMENT NO. 2008=-0102480, FRESNO COUNTY RECORDS. AT 91012 AM. IN VOLUME OF PLATS, AT PAGES 15. DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS, TRACT NO. 61531. ' 12. A SUBDIVISION AGREEMENT FOR THE FINAL MAP OF TRACT NO. 6153, RECORDED to•no 1 RECORDED =r1duak2L4 to 2017, AS DOCUMENT NO. 2017- 212204311 AND AT THE REQUEST OF BRET A. GIANNETTA 2017, AS DOCUMENT NO. 2017 b mr n D 2! FRESNO COUNTY RECORDS. FRESNO COUNTY RECORDS. FRESNO COUNTY RECORDS 13. A STATEMENT OF COVENANTS AFFECTING ,LAND DEVELOPMENT DEFERRING CERTAIN SEWER CONNECTION PAUL DICTOS, 'C.P.A., RECORDER CHARGES, WATER CONNECTION CHARGES, URBAN GROWTH MANAGEMENT FEES, CITY-WIDE FEES AND DEVELOPMENT FEES TO THE TIME OF ISSUANCE OF CERTIFICATE OF OCCUPANCY AND CREATION OF LIEN �• FOR THE FINAL MAP OF TRACT NO. 6153, RECORDED t L tnl2" 1& 2017, AS DOCUMENT NO. 2017- 095202.1---, FRESNO COUNTY RECORDS. BY: DEPUTY LEGEND: CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH CURVE DELTA RADIUS LENGTH D Os MONUMENT FOUND AND ACCEPTED AS NOTED . .4 C1 48'28 39 230.00 194.60 C34 0,635'02" 331.40 49.65 C67 13'49'33" 54.40 13.13 o SET 3/4 IRON PIPE, 30" LONG, 6" DOWN, TAGGED LS 8177, OR AS NOTED. 90 C2 06'34'06» 230.00' 26.37' . C35 00 00,, 15.40, 24.19 C68 12 25,46 1,142.04 247.74 Q C3 41 54 33 230.00 168.23 C36 22 10'08" 231.40 89.53 C69 01*03'46" 1,142.00 21.18 » „ O SET 3/4 IRON PIPE, 30 LONG, 4 UP IN 6» DIAMETER x 30» P.C.C. MONUMENT, DOWN 6, BELOW C4 18'17'36" 1,160.60' 370.55' C37 15'4843" 231.40' 63.86' C70 03'4557" 1,142.00' 75.06' A PLANNED DEVELOPMENT GROUND, TAGGED LS 8177. C5 01 55 19 1 160.60 38.93 C38 06 21 25 231.40 25.67 C71 0405 36 1,142.00_ 81.59 BEING A RE-SUBDIVISION OF ADJUSTED PARCEL A AS SHOWN ON LOT LINE ADJUSTMENT NO. 2016-•01-, ' ,' RECORD DATA AS PER THE GRANT DEED RECORDED DECEMBER 7 2016 AS DOC. N0. 2016-01682$0 C6 16'22'17" 1 160.60' ;331.62' C39 74'4937" 15.40'' 20.11' C72 03'30'27 1,142.00 69.91 RECORDED IN BOOK 04 OF MISCELLANEOUS MAPS, AT PAGE 28, FRESNO COUNTY RECORDS. t } FRESNO COUNTY RECORDS. } „ , C7 22 10'08" 250.00 96:73 C40 35'20'58" 248..60' 153.38' C73 92'43'00" 15.40' 24.92' ,_. , » ' , IN THE CITY OF FRESNO COUNTY OF FRESNO STATE OF CALIFORNIA CS 28'21'13" 350.00' 173.20' C41 13'05 12 248.60 56.78 C74 13-46'06" 872.00 209.52 � � [ ] RECORD DATA AS PER AMENDING MAP OF TRACT N0. 5205, RECORDED IN VOLUME 76 OF ' „ , PLATS AT PAGES 46 THROUGH 70 FRESNO COUNTY RECORDS C9 92'02'42" 15.40' 24.74'- C42 15'23'20" 248.60' 66:77'' C75 01'18 51 872.00 20.00 SURVEYED AND PLATTED IN FEBRUARY 2017 BY BRET A. GIANNETTA ' ' C43 06 52 26 248.60 29.83 C76' 08 57 50 872.00 136.42 RECORD DATA AS PER THE FINAL MAP OF TRACT N0. 6126 RECORDED IN VOLUME OF PLATS AT C 10 22,10 08 268.60 103.93 € , C11 8' 2 8. 00' C44 23'40'55" 54.40 22.49 C77 26 39 56 1 022.00 475.64 PAGES 12,`a AND , FRESNO COUNTY RECORDS 04 3 22 6 60 . 3 „ ' , C N,S"I�S"TIMY OF .TOO �"HEE.TS ,, , � » f 0 16.94 `L` C12 1636 30 268.60 77.86 C45 106 36 30 40.60 75.54: C78 00 56 58 1,022.0 °, . hACCESS RIGHTS PREVIOUSLY'RELINQUISHED ALONG NORTH FRIANT ROAD, AS PER THE GRANT DEED 01 , " O- �r T 0C13 0455 1.6 268.60 23.07 C46 16 35 09 40.60 11.75 C79 05 19 35 1,022.00 95 ti , rte, i , T#rO OF /1 0 ,57HE, •t i� �► RECORDED DECEMBER 11, 1968 AS DOC. N0. 87718, IN BOOK 5642, AT PAGE 881, F,C.R. N 45 2821 E 17 C14 9000 00 15.40 24.19 C47 90 01-21 40.60" 0.60 63.79 C80 0402 32 1,022.00 72.10 3 4" IRON PIPE 7" DOWN IN CONCRETE WITH BRASS TAG 1'03 / - - PREVIOUSLY DEEDED TO THE CITY OF FRESNO FOR PUBLIC STREET PURPOSES AS PER DEED OF .0 ,,,� N 45 48 21 E STAMPED LS 7680 AS BEING THE NORTHEAST CORNER OF 1 C15 44 17'31 54.40 42.05 C48 119 55 29 40.60 84.98 C81 05 12'54" 1,422.00 93.02' r NOVEMBER AS DOCUMENT N2013-0159303, FRESNO UNTY R CORDS. » 8.41 EASEMENT RECORDED E 20, 2013 DO U ENi 0 CO E C16 78'20 52 40.60 55:52 C49 75 24 50 40:60 53.44 C82 03 38 41 1,022.00 65.01 12 OUTLOT H ;OF TRACT N0. 5205, DESTROYED DURING ° , CONSTRUCTION. z PREVIOUSLY DEEDED TO THE CITY OF FRESNO FOR PUBLIC STREET PURPOSES AS PER DEED OF C17 152 14'09 40.60," 107.87 C50 44'30'39" 40.60 31.54 C83 0,V05'37" 1,022.00 73.02 S BELOW EFT � Q 0 EE W f- w, EASEMENT RECORDED �d� �l9, 20.17 AS DOCUMENT NO. 2017- .j 3_t3, FRESNO COUNTY C18 95'50'32" 40.60` 67.91' - C51 51'36'25" 54.40' 49.00' C84 03'23'39 1,022.00' 60.54' DETAIL N 45'48'21" E � - SEE DETAIL G _ o RECORDS. C19 56'23'37" 40.60' 39.96' C52 30'45'17" 211.40' 113.47' C85 11 54 41 1,197.50 48.95 SCALE: 1"=50' [N 45'48'24" E] REMAINDER 1,291.54 [1,291.52 CALC] w „ 1 • ' ' 8.41 , � PREVIOUSLY DEDICATED To THE CITY OF FRESNO FOR PUBLIC STREET PURPOSES AS PER THE FINAL MAP C20 34 48 35 54.40 33.05 C53 105 50 15 15.40 28.45 BEARINGS` „ 384.50 � - � 0 , » BASIS OF i \r�\u.��,\��.\�u\\u\,,.\\\�\\�,\� a � ATN 6126 RECORDED IN VOLUME OF PLATS AT-PAGES AND FRESNO COUNTY » , N 88 24 31 E E u\u•\u\\\\\\:,\.\;\\\\\\\\\.\\\r\r\\\\,,,\\\\��\\\\\�\\,\\\\�\,�\�,\,,\\��\\\\\\\.\\ OF TRC 0. , C21 28 21 13 368.60 182:41 C54 11*07'51 1,179.20 229.08, N 88-2431" E] N 88 24 31 ��\\\\�\\\\\\� , o ' �'� �-� [ 835.67' [835:65] \\\\\�\ �\�\u�\�\\\ ,\\.\\\\\\\��\�\u,\\\\,\\\\\\r\..\\��\\,u\�.\,.\\\��\ , " E 91.56 z �u u�r. RECORDS C22 07 24 13 368.60< 47.63 C55 06 05 19 1,179.20 125.31 N 88 24 31 E] N 88'24'31" 50.44 80.00' 80.00' 82.50' \ p2g„ 88'23'49" E PREVIOUSLY DEEDED TO THE CITY OF FRESNO FOR PUBLIC STREET PURPOSES AS PER DEED OF C23 11 26 08 368.60 73,57 C56 05 02 32 1,179.20 ''103.77' 00 '�1 p04\,, �B �, - Q: 4 J , » , 2 `2��,„amu N w - 30.22 0 EASEMENT RECORDED NOVEMBER 20, 2013 AS DOCUMENT NO. 2013-0159302, FRESNO COUNTY RECORDS. C24 09°30 52 368.60 61.21 C57 90 35 59 15.40 24.35 6 \\ 6 p0 z rn m ,r, ,�, �, ' ' 48'47'49" 40.60' 1fl5.44' 1" IRON PIPE UP 0.2' TAGGED_LS 5510 O$ u�Q�" N a _ - o. , r s <3 tT $ NON-EXCLUSIVE TEMPORARY ACCESS EASEMENT RECORDED JANUARY 6 2017 AS DOCUMENT NO. C25 35 51 09 , 54.40 34.04 C58 1 , N ,.��r - 1,3 0 14 '�5 r 4 s a 0 , ; , C26 259'16'27" 40.60 183.72 C59 46 50 50 40.60 33:20 AS BEING THE NORTHWEST CORNER of �'�, `��\�"""p� �,oP 12 M U-) ? � ,` " 2017-0002047, FRESNO COUNTY RECORDS. SECTION 12 T 12 S R ZO E M.D.B.& M. 242 6 r� 65 2 !`' �`'- r z N C 7 17 5 5 40.60 12.70. C60 76'00'54" 40.60 53.86 �,`1-,\\r� O9 2 5 124;r\ 1 r' l '( 1 0: �Y a - z z FRESNO METROPOLITAN.FLOOD CONTROL DISTRICT PIPELILNE EASEMENT, RECORDED DECEMBER 22, 2016 (C.R. #5862) �.;�\ 2 N z C27 G -� �(„) r,., ro ? C28 116 25 49 40.60 82.50 C61 25 56 05 40.60 18.38 � ;�, a� . ; ,� , , ?8 . o t- AS DOCUMENT NO. 2016-0175909, FRESNO COUNTY RECORDS. \��.� 00 2 4 �`` 80.00_ o6 00 80.00_ 39_36 _ \ }- O o°0a oo � C29 95'45'37" 40.60' 67.86' C62 01'17'14" 1,000.00' 22.47' ,1�„ ��,u,, 0 ��} cry C2__- .��' -•� � �� „ , -� �c 2r��'� O PREVIOUSLY DEEDED TO THE CITY OF FRESNO FOR PUBLIC WATER EASEMENT PURPOSES AS PER DEED OF 0 0`„�� c9• c 3 C ? J \ C30 29'09'46" 40.60 20.66 C63 137 45 31 40.60 97.62 0 'S�a s o r C2,. » 212.30 g4' O EASEMENT RECORDED JUNE 9 2017 AS DOCUMENT NO. 2017-0072196 FRESNO COUNTY RECORDS. 6p0r ", 'oo- N 88 24 31 E !� _ 267 _ -, R 13 L8 O , C31 43 25 18 54.40 41.23 C64 25 07 56 40.60. 17.81 \��\�� p0 �, G22 1 "" IVF » B �,o, a0• 9 c2 CB.. T A H� 1 DR 202.64 �3� �`� �, O .cc , EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC STREET PURPOSES. C32 28'21`'13" _ 331.40' 164.00' C65 76 00 58 40.60 53.87' pp05, r'� Ol -� - d c / . C33 19 46 11 331.40 114.35 C66 36 36 37 40.60 25:94 00 r�\,u:, 6'- o. -' 85.00' 85.00 u 29,70 \ - o k0 INDICATED RELINQUISHMENT OF DIRECT ACCESS RIGHTS. A ti `2 �. 0 0 G33 4a ;\amu., '�;6O 2 �' `�3 j� 0�/ , �' ` °� C30 �G`L�' ��•, - _ ...' E Q 3 4" IRON PIPE 8" DOWN TAGGED LS 7680, » h, E���.u,� 5 $ �. F u, � '\ / , N 86 10 OB 20 �ur� �� s <y 5y C ,z = - ca t° F.C.R. FRESNO COUNTY RECORDS AS BEING AN ANGLE POINT ON THE NORTH 70.78 9 W 08���,\\ 2 0 ,o ti. p�6 c�.,ON. � cv a N � o �, � s S » �N „°� a`' o �- G / p5 �' c9 N 't' ::,�, 0 2Q ,o 9 "' �; 1$ - N 17 - r-'~� PUBLIC UTILITY EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. \ BOUNDARY OF OUTLOT Z OF TRACT N0Ito . 5205. [ 86 1 i 43 E •uu�•° '3� o. 0 1 G n N M N o PUE 21 ' o ]\\ a�� c3` r r r 5 p,'� [70.75] r,. 2`° ca 22 �" z z 1" E N ,a ,,, �, (R) INDICATES RADIAL BEARING TO CURVE CURVE DELTA RADIUS LENGTH CO cA / 2 j z z N 88 24 3 _ - �s 6 j. �.�, w p0/ 1� C� r'�', cs, „ �. y 365.63 0' 110,63' = cw r C100 35'01'31" 50.00' 30.57' 5• N �� 0 0 0 dos j 85.00 85.00 55.0 ���..\�\�\\�\\\�\\,\�\\�\�\�.� INDICATES THE LIMITS OF THIS SUBDIVISION , q' 6 r 60 7 7 S�' >>> / `C ' 6' 75.00 a \o o a l 9 .cA �/ s so, s � ' ' 5.00' 79 4 3 / \�0.6'� 600 p0 asp, 41.95' 94.21 M cM M� 0101 04!17'04" 2 1,030.00 •� 9srj� Op-J% ,�cj /60 � � `I,0• �' '� �' �' z �z z z C102 50'58'42" .0 rn � oo 44 OD' 39 15' E .. ;r v? ;r.� C�°- 6 ,gra. / O9 ,� O \ 1., , �04�, ro _ N �L__j CURVE DELTA RADIUS LENGTH wl'1Z.�! Z, TM�,.- o�, rJ �'. / rn p S 'w -' �\ 9rO �`Z 2 N ,- cn 9 C103 18'08'59" 82.00' 25:98' 5�O o C2 6,- �� 1'�. 23 �h o o _ - Lw o C86 00 41 41 1,197.50 14.52 C 104 4T 17'43" 44.00` 36.32' z ?, \S 9 h :5 J�' F, `� r: N oto 27 cv 28 "x' o - o so'-» C87 08'47'54» 1,197.50' 183.89' t1 ,�! o , Q 2fi ,n �n r a 29 - C105 01'07'39" 1,753:00' 34.50' ,C�Fj r C> `3.'�1 �' / c3` ��c. \chj p ,2Q2 , 2 r p o� M a N� 0 ,- o j •!�d A » , , ETAf A •�O ;, �, �j l 6,, Q \ '� OO 5 25 Lr _ r •-_, -- s,� Q i tt„. C88 02 25 06 1,197.50 50.54 _' O`� G7 "' ¢� >�, \� 1� o. 4? o o o �z a, v C106 01'56'51" 1,030.00' 35.01' N 4 00, R o �, �,��?, �' �j M \ v + C89 18 51 07 965.00 317.51 » , , SCALE: 1 =50 - � \\r\\amu\.\\���\\\\\� [ft 872.00] ��\ 4i p oo-a. _ F, o �, �, �. z z , C46 , t �1 p� ,\\�� �� �s' o ' 00' 41.86 C'� i °: ,, » , C107 02`20 13 1,030.00 42.01 „ w1^ 24 02 41' \\ ��� G •0� �� �i �' 4� 2q• b cP- � _- ;_ e \ •c. F � -G 6: C43_ 40.92 75• > a�R35 C90 09 38 32 965.00 162.40 3/4 IRON PIPE, UP 1 , TAGGED LS , ��� / q, 60 ?3g J!\ o \ J' A2 _ C Cs°' C98 93 jj., C) �: w _ Rig �\���\���� 0� JF, c� S Q ,C4� �a, A �I :�.�; C91 0513 26 965.00 87.98 RADIAL DIRECTION 7680, AS BEING AN ANGLE POINT ON _�_ _ ,., �r. 72 , u Q \ 6' »' 57.78' . , o -- afl "`��� `"� ? "�i N sip, <b N 88 24 31 Ell_ 195.94 /" .�4�:►: THE RIGHT-OF-WAY LINE OF NORTH �� �� C O S \ /.. Ch --�- _=- ---- --- � R23 !j?J ,-,,�„_ C92 03 5909 965.00 67:13 , NORTH - �,, SEE DETAIL A s _ �o °� _ ��; '�D1iVE - - .� R19 N 23°51 1 w A T OA :n .../, ��� /'�-.o cow ) 6, /i' ._ C m�t r7 cv DUCL4T A 121.48 --• C93 56'59'18" 40.00' 39.79 » • FRI N R D o!r'' - ��3��� �, �h S soy °>,� � S1 ti� R� �! „ R20 N 08'27 55 W t +o `�\ d 6S � 1 w`° 2 �' \ 35� 95.0.0 C94 108 44 39 55.40 104.39 zicn 8 ' \� -2 ti 6Q \ >G '' w _ Nr j » , R21 N 25'1624" W ,h . 9 , C39 c•, z cr C i C52 3 coca \ c C95 46 11 ZO 55.00 44.34 R22 N 08'41'15" W RCE 2699 ,')78 I c �`'3 . . \ i S �ori � - a o"? CSS G�9 <s' �h Wit- ',, -' $'' C96 21'05'57" 55.00' 20.25' E, TAGGED 00 SEE DETAIL B \� 9 �! ^� �ti �,�- - N a ►� 44.00'--\, ,�'� $p0� CONCRET Y OF THE J .../\ 4i ` t3 C `- o o- J R23 N 81'20'06" E ��� DOWN, IN THWESTERL / ti o 7 NOR ANG � 4 \ 1 , �S , , 33 �,� 32 , M C97 41 27%22= 55.00 39 80' R24 S 69'54`33" .E `R „ IF PIPE, RNER 3.00 lY 3 CO 5892, AND �,,�i� 2,3• '� S ��\� \ Q �' , WITNESS ACT N4; IVF. c� Ni Sg \ 'Q/ \ Q`�� u o r r_ 31 o N R55 C98 554936 50.00 48.72, R25 S 05'30 17 W BEING A NER OE TR ICANTE DR �. c �� a rn AS; COR TM AL / h°�� ' A� C8 °�; ��r G73 iOC c`SS 17.74' +`-� z-`� o;r, W 30 RTHERI-Y OF NO �\ ,�I \ \\ ! \ C99 20'48'05" 50.00 18.15 ft26 S 50'00'56" W MOST N0 THE CENTERLINE �� ry� , \f M �i ' FROM » 'I ``�`''�'�° \ 'S�� � 80.00' - � cc I - \ • , o v CJ _ R27 N 32'20'46 W 44.00 ...- /•..... 2, ,p moo, �o, N 88 24 31 E cry a e �h C' '� cO z W d�"�M, .• `\ R28 N 41'4859" E - � �, \ N 83 42 20 E 8j � 'h C\ � ssr � 97.74 • z , �o 11.55 �, �� ? \ o ? \ r to' 82.37 R " o 0 0 , h \ J 80.00 54 c o 80hti SEE DETAIL �,��. \ , e _ o 0 0 0 / �� \ R29 N 47 5418 E 31 ti� �h ho-, Q•1 0 `1' PO \4 N 88 24 31 E 162. o o c, „ » �, ,h ,, .c�� i \ \ \ - o a ao 3/4 IRON PIPE, 8 DOWN, IN CONCRETE, WITH N 88.02'19" E R30 N 52'56'50" E S• � � \ �/ / �. o s ' tt ,= - BRASS TAG, STAMPED LS 7680, AS BEING THE 49.23 , " �v ' C' O 6 N , +t R31 N 37 39 09 W O .� > O SOUTHERLY END OF CURVATURE ON THE EAST N 87'47'47» 1,yo � �4 -VQ `� y o& �/ ti o, �'f� \ ca �-1 c� 1 �� R32 N 09'11'41 E r 6 JOo�, I _ \� 2 ^�� , . , \ ` ? �O ' /G 3J �� BOUNDARY OF OUTLOT H OF TRACT NO,. 5205. €49.23 i , r9 �, O \F \ C5g JF- , R33 N 85'12'35" E 40, QJ .\�, Q 5 DESTROYED DURING CONSTRUCTION. ,�� [S 88'03 59 W] ,�I \\\\ =C / A?. , - ► \ G�,,• �\ p \ ; '�° cso '�a R5 . ,05„ 49.24' R34 N 39'42'31" E \ 3/. N 24 09 35 E N 23 53 „ 11;0 �' O. 5892 o )� \ '9 �, .'-0 �, c�� o> �. •. �� 1 °° �' ° cs 'cs8 , �,5$ E _ �� , [ ] ` t 1 R35 N 88 05 50 E .. h, ! \\ 1 �,oo ti �`. \ 9 0>> �� e°� °' �h`° `O c' 7�� N �?2 /�'13� 14.73 €14.74 VOLP 'S PACE 91 �^ \ ,h f3 ., 'r ,\`� ,�� > '9 59 ,.•..• $3 ! ', '� 4.1 ,'' .'� o\ 0\ R33 129 ow C� [N 24-09'36" E] R36 S 43'43 Z4 E is AND 93, F.C.R. . v�'� `1 os4i h� 2' c>,� �J'll..wl� � '�G' J c�`� \\ � h� o� C61 V� ,...r , h �'o , "� 'y h l ., ;' \ / 39 � , �, -... ., [14.70] a� _ - R37 S 32 17 34 W LINE BEARING DISTANCE N 1 N 03 52 21 W \ 6 Cb cq 17 R38 S 68 54 11 W • ,Q 0 \ / r \ /' \\ �sr ��� ` o, R3O os co . 3 4 IRON PIPE 6 DOWN IN CONCRETE WITH 4r <- cn L1 N Z9 56 42 W 5.00 f� o�i 11 X55 O , 0 �o ice; �' ^� ,; j R39 N 55.0438" E \ �'i `1, ,,,,,,_ /n\ >>, / �`L,,�o�`� G �"� �� 36 c BRASS TAG STAMPED LS 7680 AS BEING AN :w "' / L2 N 01 35 29 W 4.00 \ q a �1,c`°i •O`1'' , �•. F, c \ x' I 0 O �'6'\ G63 �, I `o�,•c� �y o \ /,&, k !� R40 N 54!00'52" E L3 N 01 35 29 W 14.00 .o� / \ \ o -- y 15 Ii �, �\ a ANGLE POINT ON THE EAST BOUNDARY OF �, h » '� \ >>, I o ,'�, R41 N 50'14 55 E � � ,•^� � / \ ? OUTLOT H OF TRACT N0. 5205. DESTROYED L4 N 56 10 46 E 19.47 <�ti / 1 1 �h 38 ? S 4 lr N \ �� o 37 / 5 l� \ s- o 14 !/ DUTRING CONSTRUCTION. `b ''� R42 N 46i09;19E L5 N 21'08'40" E 20.00' ' �`�-�'' r 4. \� `'' `r'o� �R66N I �'^" 3 �` » ,' � � 4 � _ � ,, ,,� � � R43 N 4238 52 E L6 N 1822'12 E 17.31 DETAIL c8 ``� � / \ o D ,, \. / _ �A 8 h i _ R44 N 1742'46" E L7 N 18`22'12" E 17.31= _.....; SCALE: 1 -50 \\ .o, ,r \ \\j �'cp w o I ---' » :. ; > o ,r, I R45 N 19'01 37 E ��3/4" DETAIL F R46 N 27 55 37 E '�i h L8 N x8'24'31 E 53.33' TAI •>S� � , �,��°� •. s 37 D T DETAIL F N 88'24'31„ E 16.43' »^ p6 r Oo, ( ` O Op- z I� „ SCALE: 1"=50' L9 i SCALE. 1 50 ���' ,l t / t ` \ ( 4 I IRONPIPE, 6 DOWN, IN CONCRETE, WITH BRASS TAG, R47 N 33'15'12" E L10 N 88 24 31 E 16.62 �tt0 S \ ,? "? "� ,-, TAMPE 76 0 AS BEING AN ANGLE POINT ON THE EAST RADIAL DIRECTION R48 N 46'09'19" E �\ ,�� y>,__ S D LS 8 , _ L11 N 48 08 52 E 49.41 _ _ �� i \ /4 5. DESTROYED , g � ` � o BOUNDARY OF OUTLOT H OF TRACT NO 520 DE a 1.�h/ r o' '`'� \ /h`� 5 / o"' R1 N 43 30 02 W R49 N 5014 56 E L12 N 12 43 29 E 74.79 E %'f? ` _ \ "�29 /� o' o'y o o DURING CONSTRUCTION. r �`' .'\h �o°tie p_90 44 22 ��y \ \\ �, -1 „ , •�5�� „ c\. :, =70'26"26 ✓ o, o ' R2 N 39'48'29" E R50 N 53'38'35" E O$ , G) , o Com, ttJ C\, tfl. • �� �%.�C.` 'v S 7.00 \`` \ \ S C� �-- . , » , L13 N 32 49 55 W 5.00 NQS N QO2° R=90.00 \. , R 3 ` \ _ ems, ... goo h�� "�°'. h ��p 0' °� �> E °ems'�' NOT . R3 S 38 31 32 W R51 S 52 56,54 W L14 N 61'01'36" W 8.63 N O L=110.65 a 3 i,h L 58.6 L9 , � R23 RS$ \ 2 ��. \ � = �� ` � , 1. SET 3/4" IRON,,PIPE, 6» DOWN, TAGGED LS 8177 AT ALL R4 S 55'08'02" W R52 S 44!09'00" W e ` t GG �, ti o"\ L15 N 21 08 40 E 20.00 iso1 1 \� e ` R5 S 7414 13 E R53 S 75°2Z 41 E / g\\� Rs�14 ., LOT CORNERS AND ANGLE POINTS. ' /' 20 \ : ��` SEE DETAIL D` w O -- S R6 S 04 0639" W R54 S 80 36 07 E °c R24 57" 0 C102 N 2. OUTLOT A FOR PRIVATE STREETS AND IS A PUBLIC UTILITY .�' ` r �� ha' ��' m 80 / 110 R / ` ��,o�'' 62 EASEMENT NOW OFFERED FOR DEDICATION FOR PUBLIC USE. R7 S 32'37 44 W R55 S 84.35 16 E R56 5 38'25 26 W h °�,ti , ti'` REMAINDER _ \ oo R. „ � '• 1 L.. o�cv .. x O� � 7 - � /a°' `o n � R8 N 51'31 44 W •�` 'i' ~ " `�' �' �3( �4 0 , "�� �� �, �, 3. OUTLOT B FOR EMERGENCY VEHICLE ACCESS R9 N 04'51 53 E R57 S 84'36 46 W �, 1 N 88'24 31 E � d o �„ .� , \\,,a �o R63 = �., \ �,F, 35.49' o r DETAI D �\� '.� p9\� » •'1.1` fl'` z ,, o Mo 9,g .Oo. �3>ry ;�?,� pros° 4. OUTLOT C FOR LANDSCAPING PURPOSES. R10 N 2232�Z9�� W' R58 N 74!17'17" W N 06 3747 W r 0, o SCALE: 1 =5D D TAf 1 ?�, Oo� ,% o o. >r R11 N 11'06 21 W R59 N 12'01'50" W SEE DETAIL G °�' ��' 5.01 Z �z SCALE: 1"•=50' ', ��;, "� �h BASIS OF BEARINGS » R12 N 37'26 38 W R60 N 22'59'41" E �_ ? M EfyTS. ,��``' _ 1Q joS eco THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 12 » , 5'24 31 E 384.50 i �. �,_, R13 S 83 05 34 E R61 N_ 65 51 46 W \\\\\\\\\\\\\\\'Q\\\\\\\\\\\\\\\\\\\\\\\\\\\\ •••••• \\\\\\\\\\\\\\\\\\ ......•••••••••.•• ►� A i TAMP 7680 AS BEING AN ANGLE POINT ON � '� `.. TOWNSHIP P 12 SOUTH, RANGE 20 EAST, MOUNT D IAB LO BASE AND....;......•.:........... .. QA 3j4 IRON PIPE, FLUSH, WITH BRASS AGS ED LS , �h ` � � w , ;, R62 S 63'09'32" w '' ''' 3 ' �* MERIDIAN TAKEN AS BEARING NORTH 88°24 31 EAST AS PER RECORD R14 S 12 40 03 w , \"...,.\ THE NORTHWESTERLY BOUNDARY OF OUTLOT H OF TRACT N0. 5205. \�� ,�, � � _ U o DATA AS PER AMENDING MAP OF TRACT NO. 5205, RECORDED IN R15 S 41°49'49" W R63 S 81'18 31 W » » N N IRT MOUND, WITH BRASS TAG STAMPED LS 7680 AS BEING AN --- 15 ,� \w QB 3/4 IRON PIPE, 17 DOW I D U , - � d' VOLUME 76 OF PLATS AT PAGES 46 THROUGH 70, F.C.R. R16 N 1' 1'40" W R64 S 34'00'48" W 1 3 14 1 h•- N K' ANGLE POINT ON THE,NORTHWESTERLY BOUNDARY OF OUTLOT H OF TRACT NO. 5205. �\. - �" ' 2 Z „ �-= a cli o 0 3/4 IRON PIPE, 7 DOWN, IN CONCRETE, WITH BRASS TAG, r M o R17 S 44'14 35 W R65 S 32°53 09 W a C 3 4 IRON PIPE, 7 DOWN, WITH BRASS TAG STAMPED LS 7680, AS BEING AN ANGLE POINT ON �r EE A OVE RIGHT C / ,�,. z STAMPED LS 7680, AS BEING AN ANGLE POINT ON THE R18 N 36'5627" W R66 S 65'44'09" E --- a z THE NORTHWESTERLY BOUNDARY OF OUTLOT H OF TRACT NO. 5205. DESTROYED DURING EAST BOUNDARY OF OUTLOT Q OF TRACT NO. 5205. R67 N 19'31'23" W 0 z CONSTRUCTION.;