HomeMy WebLinkAboutT-5445 - Map - 4/19/2006 FINAL MAP OF SURVEYOR'S STATEMENT
RECORD TITLE INTEREST STATEMENTTRACT NO . 5 5 THE SURVEY FOR THIS MAP WAS MADE BY ME OR UNDER MY DIRECTION AND IS TRUE AND
COMPLETE AS SHOWN.
THE UNDERSIGNED, BEING ALL PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND WITHIN THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY
OFIFERUFORSION, HEREBY EDICATION FORSENT TO THE PUBLJC USEPREPARATION THE PARCELSD RECORDATION AND EASEMENTS THIS SPECIFIED ON PHASE II OF TENTATIVE MAP NO. 528 P AND IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE
SAID MAP AS INTENDED FOR PUBLIC USE FOR THE PURPOSES SPECIFIED THEREIN. AT THE REQUEST OF McMILLIN SUNNYSIDE RANCH, LLC. ON JUNE 2005. I HEREBY STATE THAT
P� LAND ALL THE MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED, OR THEY
McMILLIN SUNNYSIDE RANCH, LLC., A DELAWARE LIMITED LIABILITY COMPANY ` C .pG WILL BE SET IN THOSE POSITIONS ON OR BEFORE ONE YEAR OF THE DATE THIS MAP IS
IN THE CITY OF FRESNO ���� ��iG, Fo RECORDED, OR ANY TIME EXTENSION APPROVED BY THE CITY ENGINEER, THE MONUMENTS ARE OR
BY. McMILLIN MANAGEMENT SERVICES, LP, A CALIFORNIA LIMITED PARTNERSHIP, AS MANAGER FRESNO COUNTY, CALIFORNIA �N WILL BE, SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED, AND THAT THIS FINAL MAP
No. 6619 SUBSTANTIALLY CONFORMS TO THE CONDITIONALLY APPROVED TENTATIVE MAP.
SURVEYED AND PLATTED IN JUNE, SOOb 12-31-2007,E
BY: CORKY McMILLIN CONSTRUCTION SERVICES, INC., AS GENERAL PARTNER BY INGELS - BRAUN & ASSOCIATES 9rF OF C�-�F° DATE:
JEFFREY C. INGELS PLS 6619 EXP 12/31/2007
BY: BY: CONSISTING OF THREE SHEETS
JOSEPH A. LEAL, EXECUTIVE VICE PRESIDENT JIM W. ROBINSON, VICE PRESIDENT SHEET 1 OF S
BANK OF AMERICA, NATIONAL ASSOCIATION, AS BENEFICIARY LEGAL DESCRIPTION CITY ENGINEER'S STATEMENT
BY: BY: THAT PORTION OF THE EAST HALF OF SECTION 17, TOWNSHIP 14 SOUTH, RANGE 21 EAST, MOUNT DIABLO 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, AND ANY APPROVED ALTERATIONS
BASE AND MERIDIAN, ACCORDING TO THE OFFICIAL PLAT THEREOF, MORE PARTICULARLY DESCRIBED AS
THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCES APPLICABLE
FOLLOWS: AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH AND THAT I AM
BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 17; THENCE NORTH 89'47'13" WEST, SATISFIED THAT THE MAP IS TECHNICALLY CORRECT.
ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 17, A DISTANCE OF 30.01 FEET; CITY ENGINEER
THENCE SOUTH 01'06'51" WEST, ALONG THE WEST BOUNDARY OF THAT PORTION OF LAND DEEDED TO MICHAEL T. KIRN, PLS 7609
THE COUNTY OF FRESNO PER GRANT DEED RECORDED JUNE 30, 1970, IN BOOK 5798, PAGE 147 AS
DOCUMENT NO. 44439 OF OFFICIAL RECORDS FRESNO COUNTY, A DISTANCE OF 355.61 FEET; THENCE
NORTH 89'26'20" WEST, A DISTANCE OF 1008.00 FEET; THENCE NORTH 00'33'40" EAST, A DISTANCE
OF 245.31 FEET; THENCE SOUTH 89'47'08" EAST, A DISTANCE 80.06 FEET; THENCE NORTH 00'12'52" BY: DATE:
EAST, A DISTANCE OF 94.00 FEET; THENCE SOUTH 89'47'08" EAST. A DISTANCE OF 182.62 FEET TO THE DEPUTY
POINT OF CURVATURE OF A TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 753.00
• FEET; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 05'37'41" AN ARC DISTANCE
NOTARY'S ACgNO�iPLEDC�rEMENTs
OF 73.97 FEET; THENCE NORTH 08 41 34 WEST, A DISTANCE OF 125.21 FEET TO A POINT OF CURVATURE
OF A NON—TANGENT CURVE CONCAVE NORTHERLY AND HAVING A RADIUS OF 628.00 FEET, THE RADIAL
STATE OF CALIFORNIA... FROM SAID POINT BEARS NORTH 04'43'40" WEST; THENCE EASTERLY ALONG SAID CURVE THROUGH A
..SS CENTRAL ANGLE OF 03'51'59" AN ARC DISTANCE OF 42.38 FEET; THENCE NORTH 08035'39" WEST, A
COUNTY OF ,.,., DISTANCE OF 50.00 FEET; THENCE NORTH 81'2421" EAST, A DISTANCE OF 36.25 FEET; THENCE NORTH PLANNING COMMISSION CERTIFICATE
00000'58" WEST, A DISTANCE OF 71.00 FEET, THENCE NORTH 22'45'52" EAST, A DISTANCE OF 95.55
FEET; THENCE NORTH 23'59'15" EAST, A DISTANCE OF 44.47 FEET, THENCE WEST A DISTANCE OF 122.52
FEET TO A POINT OF CURVATURE OF A NON—TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING
ON BEFORE ME, A RADIUS OF 757.00 FEET, THE RADIAL FROM SAID POINT BEARS NORTH 70'57'59" WEST; THENCE I HEREBY CERTIFY THAT I HAVE EXAMINED THIS MAP, THAT THE SUBDIVISION SHOWN CONFORMS
PERSONALLY APPEARED, NORTHEASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 04'33'25" AN ARC DISTANCE OF TO, AND IS IN COMPLIANCE WITH THE APPROVED TENTATIVE MAP AND THE REQUIREMENTS IMPOSED
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) 60.21 FEET; THENCE NORTH 52'02'31" EAST, A DISTANCE OF 19.05 FEET; THENCE NORTH 12'39'47" BY THE FRESNO CITY PLANNING COMMISSION AS A CONDITION TO THE ACCEPTANCE OF THE
TO BE THE PERSON(S) WHOSE NAME S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND EAST, A DISTANCE OF 51.25 FEET, THENCE NORTH 40034'30" WEST, A DISTANCE OF 16.85 FEET TO A FINAL MAP.
ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED POINT OF CURVATURE OF A NON—TANGENT CURVE CONCAVE WESTERLY AND HAVING A RADIUS OF
CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), 757.00 FEET, THE RADIAL FROM SAID POINT BEARS NORTH 81017'01" WEST; THENCE NORTHEASTERLY
OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 14'46'06" AN ARC DISTANCE OF 195.12 FEET;
THENCE NORTH 41'51'53" EAST, A DISTANCE OF 17.02 FEET; THENCE NORTH 08058'54" WEST, A DISTANCE DATE:
WITNESS MY HAND. OF 50.62 FEET; THENCE NORTH 48'2658" WEST, A DISTANCE OF 18.09 FEET TO A POINT OF CURVATURE OF NICK P. YOVINO
A NON—TANGENT CURVE CONCAVE EASTERLY ANU HAVING A RADIUS OF 800.00 FEET, THE RADIAL SECRETARY OF THE FRESNO CITY PLANNING COMMISSION
FROM SAID POINT BEARS NORTH 83'25'42" EAST; THENCE NORTHERLY ALONG SAID CURVE THROUGH A
NAME: SIGNATURE CENTRAL ANGLE OF 07001'58" AN ARC DISTANCE OF 98.19 FEET TO THE SOUTHWEST CORNER OF TRACT
NO. 5295, ACCORDING TO THE MAP THEREOF RECORDED IN VOLUME 73 OF PLATS AT PAGES 6
MY COMMISSION EXPIRES COMMISSION NUMBER THROUGH 8, FRESNO COUNTY RECORDS; THENCE NORTH 89'59'02" EAST, ALONG THE SOUTH BOUNDARY
OF SAID TRACT NO. 5295, A DISTANCE OF 699.44 FEET TO THE SOUTHEAST CORNER OF SAID TRACT
PRINCIPAL OFFICE LOCATED IN THE COUNTY OF NO. 5295; THENCE SOUTH 00'00'58" EAST, ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF CITY CLERKS CERTIFICATE
SAID SECTION 17, A DISTANCE OF 878.93 FEET TO THE POINT OF BEGINNING.
I HEREBY CERTIFY THAT THE COUNCIL OF THE CITY OF FRESNO, BY RESOLUTION NO.
ADOPTED ON . APPROVED THE WITHIN MAP AND ACCEPTED
STATE OF CALIFORNIA... ON BEHALF OF THE PUBLIC ALL PARCELS OF LAND AND EASEMENTS OFFERED FOR DEDICATION
..SS FOR PUBLIC USE IN CONFORMITY WITH THE TERMS OF THE OFFER OF DEDICATION, AND APPROVED
COUNTY OF ..... THE ABANDONMENT OF THOSE PUBLIC STREETS AND/OR PUBLIC EASEMENTS NOT SHOWN ON THE
NOTES MAP AND NOTED AS ABANDONED BY THE FILING OF THE MAP.
ON BEFORE ME, THIS PROPERTY IS SUBJECT TO THE FOLLOWING: REBECCA E. KLISCH, CMC
PERSONALLY APPEARED,
CITY CLERK
PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) 1. AN EASEMENT PREVIOUSLY DEEDED TO SAN JOAQUIN LIGHT & POWER CORPORATION FOR ELECTRICAL
TO BE THE PERSON(S) WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND FACIU11ES PURPOSES PER DEED RECORDED JANUARY 27, 1927, IN VOLUME 753 PAGE 133, O.R.F.C.
ACKNOWLEDGED TO ME THAT HE/SHE THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED THE EXACT WIDTH AND LOCATION IS NOT DISCLOSED OF RECORD. REFERENCE IS MADE TO SAID BY: DATE:
CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S) ON THE INSTRUMENT THE PERSON(S), DOCUMENT FOR FULL PARTICULARS. DEPUTY
OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT.
2. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "ENCROACHMENT AGREEMENT
WITNESS MY HAND. FANCHER CREEK CANAL NO. 6" RECORDED SEPTEMBER 28. 1982, AS DOCUMENT NO. 83193, IN
ENCROACHMENT AGREEMENT"F RECORDED MAYE31,B 1989,E
9EAS DOCUMENT NO.THDOCUMENTE89057036,M0 RT.F.TC. RECORDER'S CERTIFICATE
NAME: SIGNATURE REFERENCE IS MADE TO SAID DOCUMENTS FOR FULL PARTICULARS.
3. THE EFFECT OF A MAP ENTITLED OFFICIAL PLAN LINES EAST CHURCH AVENUE RECORDED IN DOCUMENT NO. FEE $
MY COMMISSION EXPIRES COMMISSION NUMBER VOLUME 07 OF PRECISE PLANS AT PAGES 64 THROUGH 70, F.C.R.
FILED THIS DAY OF 200_, AT M. IN VOLUME
PRINCIPAL OFFICE LOCATED IN THE COUNTY OF 4. THE EFFECT OF AN INSTRUMENT ENTITLED "BEFORE THE BOARD OF DIRECTORS OF THE FRESNO
METROPOLITAN FLOOD CONTROL DISTRICT RESOLUTION PROVIDING FOR THE RECORDATION OF A MAP OF PLATS, AT PAGES AT THE REQUEST OF INGELS — BRAUN & ASSOCIATES.
IDENTIFYING AREAS SUBJECT TO PAYMENT OF DRAINAGE FEES AND/OR REQUIREMENTS TO CONSTRUCT
PLANNED LOCAL DRAINAGE FACILITIES", EXECUTED BY FRESNO METROPOLITAN FLOOD CONTROL
DISTRICT AND CITY OF FRESNO, RECORDED JULY 31, 1995 AS DOCUMENT NO. 95092128, O.R.F.0 FRESNO COUNTY RECORDS. RECEIVED
5. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "NOTICE OF IMPROVEMENT
COSTS DUE PRIOR TO DEVELOPMENT OF PROPERTY" RECORDED JUNE 19, 1997, AS DOCUMENT NO. ROBERT C. wERNER. COUNTY RECORDER FEB 15 2006
97078607, O.R.F.C. REFERENCE IS MADE TO SAID DOCUMENT FOR FULL PARTICULARS.
6. THE EFFECT OF AN INSTRUMENT ENTITLED "STATEMENT OF COVENANTS FOR CROSS ACCESS BY. DEPUTY CITY OF FRESNO
AGREEMENT / RECIPROCAL AGREEMENT (CROSS ACCESS EASEMENT FOR VEHICULAR ACCESS)" BUlLC'!N0 u SAFETY SERVICES
RECORDED AUGUST 11, 2004, AS DOCUMENT NO. 2004-0175956, O.R.F.C. REFERENCE IS MADE
TO SAID DOCUMENT FOR FULL PARTICULARS.
7. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR RELOCATION PREPARED BY: REVISIONS
OF OPEN CHANNEL OWNED BY FRESNO IRRIGATION DISTRICT' RECORDED JANUARY 27, 2005 AS ®® ��� �RAn N BLAU ■2/15/06
INSTRUMENT NO. 2005-0019047, O.R.F.C. REFERENCE IS MADE TO SAID DOCUMENT FOR FULL Emm a u.,
PARTICULARS. eb 4/2ks
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OEM
CIVIL ENGINEERING AND LAND SURVEYING
875 WEST ASHLAN AVENUE, SUITE 102 BY:ESPINOZA -06/09/05
CLOVIS, CALIFORNIA 93612
(559) 291 - 0427 15A CAI;FILE: 05032FMI
C:\My Documents\05032FM.dwg 2/15/2006 11:48:16 AM PST
N 89'50'08" E 2766.74' (N 89'50'08" E 2766.74') FINAL MAP OF
! NORTHEAST CORNER OF SECTION 17,
NORTH QUARTER CORNER OF SECTION 17,
T. 14 S., R. 21 E., M.D.B.& M. FOUND
T. 14 S., R. 21 E., M.D.B.& M., FOUND 3" FRESNO COUNTY BRASS CAP MONUMENT
IRON PIPE, DOWN 8", TAGGED LS 2931,
IN HANDWELL, C.R. #2889 TRACT NO •
C.R. #4621
7Rcr ]y0. 59 I I PHASE II OF TENTATIVE MAP NO. 5295
12 1 1 10 9 8 7 6 5 �°� °.
89.59'02" E 699.44' S 89'59'02" W 699.44' 1 2
ss7 44' � � I�• ( � R� IN THE CITY OF FRESNO
1 R81• , 70.00' s5.00' 65.00' 70.00' s5.00' s5.00' s5.00' , 110.00' x244' , • I �? FRESNO COUNTY, CALIFORNIA
I ► _ 1 32.00 1 €78} � ^ �
25 25 I W = W W W W _ C • gl 11
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10 PPUE. = IN VOLUME 73 OF PLATS AT PAGES 6 THROUGH 8, FRESNO COUNTY RECORDS.
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y�N `" ______ _______ _ ___ _ ___ `�_ =- 1 I 1 1i1 mp�e OR AS NOTED. DEDICATION FOR PUBUC STREET AND
121.04' - -•`�-70.00' 72.00'-- -72.00' --72.00' 6265' I I g C) 14 o SI I❑•i O W8 >� " UTILITY PURPOSES.
4' 3 33 3 o 11`� `al n FOUND 1 O.D. IRON PIPE, UP 4, IN 6
C J g a 10 PPUE h = �10 PPUE= 1 PE _ = 1 25 I �' 1 I I ao 1
o 8 G ,. �^ Q 38 M o, ao- 1 z S89*59'02'W o O DIA. CONCRETE MONUMENT TAGGED PLS O PORTIONS PREVIOUSLY DEEDED TO THE
oI Y'" o "�� �'S n 8 �'g "�g �1 1 I 125.00' 1 i i o a€78 '', 6619, OR AS OTHERWISE NOTED. COUNTY OF FRESNO FOR RIGHT OF WAY
/I ��� ' V R3 �� z� 37 0 36 $cs 35 0 34 $� 33 1 11. ► I 1 0�, m _
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SCALE I 100 L10 ,�/ z z 1410.00
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N 89 59 02 E , -4 0 1 I I i i y � '
� ,� E)S 119. 0 72.00 72.00 7200 75. 0 14i S89'59 0 W DOWN 6' AND TAGGED PLS 6619, EXCEPT
O j 60.00 70.00 65.00 70.00 70.00 75.00 ► �N i i_ 125.001 132 AS NOTED. o PORTIONS PREVIOUSLY DEEDED TO THE
/ m COUNTY OF FRESNO FOR RIGHT OF WAY
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__ RECORDED IN VOLUME 73 OF PLATS AT RECORDED JULY 10, 1953, IN BOOK 3328
29 0 30 $ 31 32 �1 25' t I S89'59'02"W N 1 134' €80 U D PAGES 6 THROUGH 8, FRESNO COUNTY PAGE 470, AS DOCUMENT NO. 38963,
J 9 28 ` P o N 1 ,� 123.00 I 1 Q o }, RECORDS. O.R.F.C.
I` 27 $ g 1'pE chi 10 PPUE�, N 1 5' I c I I I ® n, LLl
J ' 17 - I I I RECORD DATA PER INSTRUMENT NO. PORTIONS PREVIOUSLY GRANTED TO THE
0 i I �, 19.0 ?call �v cI ► [ ... ]
52 _ 91038434 RECORDED IN VOLUME 07 OF COUNTY OF FRESNO PER GRANT DEED
64 '� �► 69'� - - C2 _ N 89 59'02"E ► ►R16 �I �, ; � PRECISE PLAN LINES AT PAGES 64 RECORDED JUNE 30, 1970, IN BOOK 5798
C9______ i - ► THROUGH 70, FRESNO COUNTY RECORDS.
�0 L6! --- BB•'' 'E AVENUE N 96.82 3 Tao v PAGE 147, AS DOCUMENT NO. 44439,
89.91'6.16' N79'2 55�' py��� _ - -- 35.09' C�5 0 �,v�ti 115.4' i iN O.R.F.C.
... RECORD DATA PER PARCEL MAP N0.
N81.24 2�- � -_- C ;meq, ___�� 13 LE--I 1 91-05, RECORDED IN BOOK 55 OF PARCEL Q PORTIONS PREVIOUSLY DEDICATED FOR
64 1 PE 151-4 4 +-- 3 �� C43 �� 1 1 1 MAPS AT PAGES 1 do 2, FRESNO COUNTY PUBLIC STREET PURPOSES PER DEED
O C - a.29' 29.97+ 58. 0 w10'PPUE zo 10'c G--S' y� IS �i i i RECORDS. RECORDED JUNE 15, 2005, AS DOCUMENT
off. ! I I I
70.00 z w 21 N 2' 1 20 N 19 ` `�� 1 1 1 N0. 2005-0132584, O.R.F.C.
-
V. Z - 22 d� I I I C.R. CORNER RECORD ON FILE WITH FRESNO
N'` 23 � O'PUE ' � 34' gp' COUNTY SURVEYOR. Q PORTIONS PREVIOUSLY DEDICATED FOR
r �,gD .�`'�cr 24 �- 1 ►� I z J PUBUC STREET PURPOSES PER DEED
7 30z 0 0 1 26 .cr_ 25 15 LE 18.529 N_047 ��_ _6279_ ____ 121.72=__ _ 45.67 - J F.C.R. FRESNO COUNTY RECORDS RECORDED JUNE 15, 2005, AS DOCUMENT
ul 6 3 70 - - �'� 1 NO. 2005-0132585, O.R.F.C.
38_.11'31,91 -_
FINAL MAP OF
TRACT NO 5 5
I `
PHASE II OF TENTATIVE MAP NO, 5285
I II
17,
t I
IN THE CITY OF FRESNO
FRESNO COUNTY, CALIFORNIA
4' SURVEYED AND PLATTED IN JUNE, 2005
BY INGELS - BRAUN & ASSOCIATES
uj
' CONSISTING OF THREE SHEETS
1 � I II I I►
SHEET 3 OF 3
I II I I 1
I II p
10'
LINE TABLE CURVE TABLE CURVE TABLE RADIAL TABLE
1i t i i LINE BEARING LENGTH CURVE RADIUS LENGTH CHORD DELTA CURVE RADIUS LENGTH CHORD DELTA RADIAL BEARING
1 t t I I 1 . 1 » , , , , . , 11 , , 1 r » f »
L1 N89 4713"W 30.01 Cl 753.00 73.97 73.94f 5 37 41 C45 851.00 6.79 6.79 0'27 26" R1 S05.24149"E
i i tltl i i ; L2 S89'47 08 E 80.06 C2 628.00 42.38 42.37 3'51 59 C46 975.00 79.16 79.14 4'39 07 R2 SO4 43 40 E
L3 N00'12'52"E 94.00 C3 757.00 60.21 60.19 4 33 25 C47 851.00 69.14 69.12 4'3919 R3 S70'57 59 E
r n r r 1 , 1 n r r r r n ,
I I I L4 NO8'41 34 W 125.21 C4 757.00 195.12 194.58 14 46 06 C48 975.00 73.12 73.10 4'17 49 R4 S75 31 24n E
L5 N08'35'39"W 50.00' C5 800.00' 98.19' 98.13' 7'01'58" C49 851.00' 51.85' 51.84' 3'29'27" R5 S81'17'01"E
II I iJ I L6 N81'24'21"E 36.25' C6 800.00' 122.97' 122.85' 8'48'26" C50 975.00' 11.47 11.47' 0'40'26" R6 N83'56'53"E
I I II I I 1 r » , f , , rf r r ' r » , »
L7 N00'00 58,W 71.00, [C6] 800.00, 122.97, --- 8'48 26" C51 275.00, 8.20, 8.20, 1'42,31" R7 S83'25,42W
L8 N22 45 52 E 95.55 C7 800.00 122.99 122.87 8'48 31 C52 275.00 1.75 1.75 0'21 50 R8 N89'32 20"W
t I I I I i , fl , 1 f , ,f 1 f , r n
L9 N23'5915 E 44.47 C7 800.00 122.99 ----- 8'48 31 C53 1025.00 46.89 46.89 2'3716 R9 N01*20'35"W
I 70 O i r » , 1 f , f » 1 f / , n f »
/ 1
1 i T i i i ; L10 S90:00 OO,W 122.52 C8 300.00 r 10.85, 10.85, 2:04 21 " C54 1025.00, 70.40, 70.39, 3 56,08" R10 N09 56,47"W
I I I I I I L11 N52 02 31"E 19.05' C9 1000.00' 185.89 185.62 10 39 02" C55 1025.00' 70.06 70.05 3 54 59" R11 N06 05 57"W
1 I ►I I I 1 L12 N12'39 47 E 51.25 C10 1000.00 87.06 87.04 4'5918 C56 1025.00 3.18 3.18 0'10 39 R12 NO2 29 43 E
L13 N40'34'30"W 16.85' C11 851.00' 127.78' 127.66' 8'36'12" C57 757.00' 97.64' 97.57' 7'23'25" R13 S11'56'12"E
i L14 N41'51'53"E 17.02' C12 753.00' 41.80' 41.79' 310'50" C58 757.00' 97.48' 97.41' 7'2241" R14 N32'02'51"E
II I I L15 N08'58'54"W 50.62' C13 325.00' 11.76' 11.76' 2'04'21" C59 52.00' 38.19' 37.33' 42404'30" R15 N87'01'07"E
L16 N48'26'58"W 18.09' C14 975.00' 181.24' 180.98' 10'39'02'" C60 52.00' 81.68' 73.54' 90'00'00" R16 S81'31'50"E
L17 S12'07'05"W 9.51' C15 45.00' 22.62' 22.38' 28'48'08" C61 52.00' 81.68' 73.54' 90'00'04" R17 S26'51'25"E
L18 S45'05'30"W 27.67' C16 52.00' 133.96' 99.87' 147'36'16" C62 52.00' 38.18' 37.33' 42'04'26" R18 S28'47'1 0"W
/ n / , , , f n 1 f f , n f »
I L19 S45'00 50 E 17.46 C17 45.00 22.62 22.38 28'48 08 C63 847.00 45.36 45.35 3 04 O6 R19 N01 02 38 W
I ;moi 0 I i L20 S4458'05"W 17.46' C18 1 45.00' 22.62' 22.38' 2848'08" C64 847.00' 84.86' 84.82' 54425" R20 N01'48'01"W
-`Qi i® i L21 S45'00'58"E 17.47' C19 52.00' 133.96' 99.87' 147'36'15" C65 45.00' 2.97' 2.97' 3'46'54" R21 N05'41'45"W
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L22 S44'59 02 W 17.47, C20 45.00 22.62 22.38 28'48 08 C66 45.00 17.64 17.53 22'27 50 R22 N06-27'20"W
' { ► I I c I I L23 S44'36'08"E 16.53' C21 1025.00' 190.53' 190.26' 10'39'02" C67 52.00' 38.74' 37.85' 42'41'08" R23 N09'59'34"W
L24 N45'23'52"E 16.53' C22 ' ' ' ' "
275.00 9.95 9.95 2 04 21 C68 52.00 40.65 39.62 44 47 20 R24 S10'1810 E
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L26 S53'35'28"E 16.54' C24 52.00' 239.73' 77.20' 264'09'00" C70 45.00' 2.84' 2.84' 3'36'48" R26 N04'06'36"W
L27 N51'30'14"W 17.84' C25 45.00' 33.05' 32.31' 42'04'30" C71 45.00' 19.78' 19.62' 2511'20" R27 N00'11'37"W
I L28 N36'23'57"E 16.53' C26 847.00' 130.22' 130.09' 8'48'31" C72 975.00' 18.34' 18.34' 1'04'40" R28 S88'40'26"E
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2�1 i� { L31 S00'33'40"W 23.00' C29 45.00' 22.62' 22.38' 28'48'08" C75 45.00' 32.57' 31.86' 41'27'59" R31 N85'11'15"E
C30 975.00' 84.89' 84.86' 4'59'18" C76 45.00' 1.84' 1.84' 2'20'34" R32 S64'57'57"W
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C33 45.00' 34.41' 33.58' 43'48'33" C79 52.00' 42.83' 41.63' 4711'31" R35 NO3'20'58"W
1 I II I I� C34 1025.00' 89.24' 89.21' 4'59'18" C80 52.00' 42.85' 41.65' 47'12'50" R36 N00*10'47"E
C35 749.00' 112.35' 112.25' 8'35'40" C81 52.00' 49.48' 47.63' 54'31'09" R37 N42'01'39"E
C36 45.00' 9.36' 9.35' 11'55'14" C82 45.00' 17.53' 17.42' 2219'12" R38 S26'50'27"E
II I I C37 1 52.00' 55.24' 52.68' 60'51'57" C83 749.00' 31.08' 31.08' 2'22'40" R39 S7419'23"E
169 , C3845.00 13.26 13.21 16'52'54" C84 45.00' 16.88' 16.78' 21'29'21" R40 N58'29'06"E
C39 52.00' 49.89' 48.00' 54'58'16" C85 749.00' 62.52' 62.50' 4'46'56" R41 N1116'16"E
C40 52.00' 28.83' 28.46' 31'46'03" C86 1025.00' 19.30' 19.30' 1'04'44" R42 S20'55'41"E
1 I II I I 1 C41 52.00' 33.84' 33.25' 3717'16" C87 749.00' 18.75' 18.75' 1'26'04" R43 N00'07'03"E
i i i i i i i C42 1 52.00' 49.62' 47.76' 54'40'25" C88 1025.00' 60.04' 60.03' 3'21'22" R44 N04'39'53"W
S i i i � i i ' C43 52.00' 50.50' 48.54' 55'3835" C89 1025.00' 9.90' 9.90' 0'33'12" R45 NOO'31'04"W
I I rn I I C44 975.00' 17.49' 17.49' 1'01'40" R46 LNO3'52'26"W
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REVISIONS
DETAIL "A" BLAU 2/15/06
SCALE: 1" = 20'
BY:ESPINOZA -06/09/05
15A GAIPF I Lrz: 05032FMI
C:\My Documents\05032FM.dwg 2/15/2006 11:48:16 AM PST