|
0 &
<br />R=99.50' A=6'46'24" L=11.76' BNDY R=560.50' A=37052'401, L=370.54-' BNDY
<br />1479°12'03"y
<br />R=54 Do. 4=42 5
<br />45-
<br />012'01" L=397.7, M -M
<br />Zl�
<br />4b
<br />RESULTANT PARCEL 3 'N TUSO0
<br />DOC. NO. 2017-150190 RANCH 0`7'08„
<br />ROAD
<br />R=511.00' A=42012-01" L=376.37' 41 V
<br />A=4°29'15" A=4099'15"
<br />6=4-29"I5'- - _A=V 9,15
<br />10 cb. L=40.02' L=40.02' L=4 .02' -4'4-2911,5,,
<br />.0'q'A5". L=40-02' Lz40-O2' d;4°
<br />0 �40-02�
<br />0,3,0-8--
<br />C> C)
<br />N87042'49"E (R) ct>* cb - -01 ls� 2
<br />b'3.s9 b�� 4°2(315 �D L;40.02,
<br />- - 1 e'JI c� c�
<br />8.50' BNDY 44 C) CM m
<br />N co cu 14--30 N q5 .91,
<br />00 co IA
<br />40 t --'q 59'0
<br />cc
<br />co - 121 CL S. 64, 0 03,
<br />12 cc 13 L -u
<br />11 14 08
<br />3019+- SF 1:u 3019+- SF 416� gy -
<br />cc 9+ C%i 30191 SF 15 10.05' .00,
<br />10 5: 00
<br />N69044'51"E��" 301 - SF
<br />SEE DETAIL A 13.29' 3019± SF 'co C4 c. 3019± SF L'j 41
<br />SEE
<br />SHEET 4 A,3g.54 A=12°52 08 C) CD m
<br />cQL C11 c:) 0
<br />cli 'k
<br />PAR cp 3019± SF 3019± SF 64.00,
<br />S P, C:� 9 16
<br />oo
<br />6013 '42 L=15.05' 0� in CD z
<br />-d' 2�
<br />rill, c'
<br />IE (s� \\ co ck:) 17
<br />3B. 4Z' 31:
<br />420'
<br />40 o ' - 3481 ± SF
<br />00
<br />&I'li'23" 37, 3489± SF A=4029'15" !!�:::J:�!)I 48V SF N23-0d)08"W
<br />=33.601 A=4029-15- 4=4 12.73'
<br />=15.26' �4 L=4�29'15� L=33.60' R 10.00 18
<br />-18'56'� 0 91511 L=33.60' '2911.5,,
<br />A=14'33'02" L=33.60' L�33 60, cv
<br />33-02' A=2 2 1 L 33.60
<br />1 2012126" L=316.03 -
<br />L=17.01 L=17.34 ?'(3'A50 f,_�e33-60 R=429.00' A= 4�4�29115" A=90'00'25" '4c� 60" 0 2734± SF
<br />4 PARCEL J L=3 L=15.71' ho 08 41v ?
<br />EIIAE, 3.60, 4�30 1 1 411' CIR,
<br />c; L=15.71'
<br />co 11618± SF I'Ej PAE 1 cu'J (Z)
<br />1=t j o<Mo 00,
<br />POE, SDE ti
<br />R=407,00' A=42012'29" L=299-82' 0.
<br />3 5. 41
<br />co co 9,
<br />>- 2 4486± SF 0. 1090 A= 41'42" -A=5'41'42" A 19 A
<br />UF
<br />'co 3071± SF C) 2 (+-
<br />2.4. 1=5 042" L=40.45' L=40.45' �5041'42`
<br />R=91,00'0 SF
<br />0AL�40-45' -4 �'5 -4
<br />A=9'27112j.---Ir \ oc:�' N=5°41'42"- L=40.45' 42,,_ A? -- S7`2p 1 c)
<br />COn cn, L�40-4 -
<br />to co i�- 1 0 40.45 C) C) 1 08, ;y Q�
<br />L=15.01' C:) 5 -4`4
<br />.Au It.
<br />I C)
<br />In 6 s
<br />0) C.0 C=;
<br />5913± SF 00, Ld
<br />1p� co OD
<br />C11 12.28' 5v co a34. 1
<br />o) - - - co 51, -1 In
<br />It -10 �9'_ , Z -0 - cr cc 20
<br />cc: Ib
<br />w
<br />ro4-5 9044'51"E 26 Lu CC w
<br />m 01 3; 27 - I R=10.00' 14� 2409+ SF Ln
<br />Lu �Tio 24.29' c; 28 25
<br />Ta 0 2918± SF w� 2918+- SF 0) cl) A=89'59'32LI
<br />6� 2918± SF c\1 c 0 CO
<br />, 2955t SF 2918± SF �u 24 -v / a -
<br />37.p0 01E. A32.59' IE vp,,E, 29 In - �F L=15.71' 08
<br />IAIS�33'42 W C�- C\j
<br />_31.00'- 4 -cD C:) m, 2918± SF
<br />-S'E F 6 2918± SF �r
<br />LN LO 30 -�4 0 0 1>3. c
<br />cl) cp co 0 00,
<br />117) 23
<br />0 11 .00' W 3513± SF
<br />C) N11026'18,.w C 36-0D' 3268± SF 21
<br />;z CD 22.00' "W cp 41 2409± SF
<br />34-67'- 00 0
<br />6=5041 41
<br />c� Wr. - ApLQ. '42" 0
<br />'35.col'- -10 5. 1 .
<br />4T420 _A=5041'42 -A=5041'42- 0
<br />cv 80
<br />L--32.50' L=32.50' L=32.50, 08# 41 03,
<br />W. 41'42,
<br />01 = Zt.UU A=42°11'50"L= 10.05'
<br />-25-06' N- 4v Ft.83" 0 "'3.
<br />c� 73 ""?.
<br />CD 2-5 2.50, 4 3. crn 00,
<br />3656± SF �4�50'
<br />11.00, t- 691, 22
<br />6 'co -2;�681 3023± SF
<br />co N24'44'57"E
<br />4 co 2905± SF
<br />5496± SF A=4045'20" a-
<br />10 15.56' 16, 031, ;_9 -nn N68003'08"W 14.46, L=7.55' _kti 1 112
<br />().Do' 6=420il'50" L=220-94' M-Mco
<br />5 66, 24.51'
<br />co
<br />o I R=87.00' '9--9
<br />19 N76-31-50"E(R) 3027+ SF 'Do 1.0 0, ':�ell
<br />I LO 15.00, 101t A-4013'22" cc 4--90 N77°33'0,
<br />I c) I I -\,PP FUNDERBURG 0,25.331W 4.
<br />0) C�j L=6.41 4 --
<br />BOULEVARD 15.10, 41.68,
<br />6,
<br />1 10
<br />co 613, 4,
<br />r,9 -70 41/0 6'
<br />T I?
<br />cr) .0
<br />co cr)
<br />13 '2.511 E 0 03, 0 0
<br />05B 79 0, IV
<br />c')
<br />Mo,
<br />Is 6,3 brs' N20015'09"W 06, 1
<br />48 5 0
<br />12.03' M -M
<br />03°E 25 R cfl cl
<br />R=113.00' A=4013'23" L=8.33' .4b
<br />cr PARCEL C 56
<br />=502. 00
<br />10 A=45'24'48"--' 57�
<br />SEE SHEET 3 0 0 14'57 "W L=397.89' M -M
<br />(R) 7.00' (��r �\r
<br />LEGEND SEE SHEET 7 SEE SHEET 6
<br />BOUNDARY LINE
<br />RIGHT OF WAY LINE
<br />LOT LINE/PARCEL LINE M MONUMENT REFERENCES:MEA,
<br />k _u
<br />SECTION LINE PL PROPERTY LINE R-1 LOT LINE ADJUSTMENT, DOC. NO. 2017-150192, SJCR f-1 IN
<br />EXISTING LOT LINE M&P MAPS AND PLATS
<br />R-2 PARCEL MAP, BK 9 OF PARCEL MAPS AT, PC 84, SJCR
<br />R-3 PA -0500035, BK 23 OF PARCEL MAPS AT, PC 161, SJCR
<br />, 1611
<br />EASEMENT LINE P.M. PARCEL MAP R-4 CORNER RECORD 04-32, FILED SEPTEMBER 24, 2004, SJCSR 14 0
<br />----------- EXISTING EASEMENT LINE D.N. DOCUMENT NUMBER R-5 15 R.S. 66 SJCR TRACT
<br />MONUMENT LINE I.N. INSTRUMENT NUMBER R-6 23 R.S. 1 SJCR
<br />MOUNTAIN HOUSE
<br />RESTRICTED VEHICULAR ACCESS R.S. RECORD OF SURVEY R-7 34 R.S. 44 SJCR A-21
<br />FOUND 3/4- IRON PIPE UNLESS OTHERWISE NOTEDR-8 35 R.S. 167 SJCR
<br />SJCR SAN JOAQUIN COUNTY RECORDS
<br />@ INSTALL SC -29 STANDARD STREET MONUMENT STAMPED "LS 8817" SJCSR SAN JOAQUIN COUNTY SURVEYOR'S RECORDS NEIGHBORHOOD'B', UNIT NO. 4
<br />SECTION CORNER WME WALL MAINTENANCE EASEMENT 0 30 60 BEING A SUBDIVISION OF RESULTANT PARCEL 1 OF LOT LINE ADJUSTMENT
<br />SECTION 1/4 CORNER IE INSPECTION EASEMENT RECORDED IN DOCUMENT NO. 2017-150192,
<br />ANGLE POINT PAE PRIVATE ACCESS EASEMENT SCALE: 1"=30' SAN JOAQUIN COUNTY RECORDS, BEING A PORTION OF SEC.21, T2S, R4E, MDM
<br />FOUND CITY STANDARD STREET MONUMENT PER (R-3) EVAE EMERGENCY VEHICLE ACCESS EASEMENT BASIS OF BEARINGS: SAN JOAQUIN COUNTY, CALIFORNIA
<br />J FOUND CONCRETE MONUMENT UNLESS OTHERWISE NOTED SDE STORM DRAIN EASEMENT THE BEARING OF N53*48'230E BETWEEN MOUNTAIN HOUSE COMMUNITY
<br />7
<br />&
<br />BNDY BOUNDARY
<br />(R) RADIAL BEARING SERVICES DISTRICT GEODETIC & VERTICAL MONUMENT SURVEY MONUMENTS v i,
<br />NO. MH3 & MI -12 AS SHOWN ON PARCEL MAP PA -0500035 (R-3).
<br />EX. EXISTING ENGINEERS PLANNERS SURVEYORS
<br />5142B FRANKLIN DR, PLEASANTON, CA 94588 (925)225-0690
<br />PUE PUBLIC UTILITY EASEMENT If 3 INDICATE SHEET NUMBER
<br />JANUARY qn9n
<br />01-20-2020 11:51 am Long Le P.\1
<br />TRACT 3613\AMENDED MAP\ 19933- B4-FMO5.DWG
<br />SHEET 5 OF 10
<br />19933.0134
<br />
|