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<br /> DANIELS ESTATES N86*54*47'E(D)
<br /> r %r,:
<br /> UNIT NO. 3 123.93' 04) • w
<br /> 29-M&P as 125.00' (D)
<br /> 1504-30'30* 1,-SFII
<br /> S02#41*53'E I 100,006)
<br /> 98 473.83' 100,284 3SO2' 35-02' TRACT NO. 2856
<br /> 1 3 9D
<br /> 13681 FN 107.20'
<br /> 102.61' ;] �1 i \'SFN SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> 845.15' N.
<br /> 0 1 72.98 67, 60*10' 61*10' 31 wc.
<br /> 69-54' 25' L ' 3' W.C. 3' W.C 3' wc. X wc.3' W.C. FD 314, 1 P. WESTBROOK ES TATES
<br /> Z 901 FD 314' LP. b
<br /> "FD 314- I.P. TAGGED TAGGED 1 - 9 c>
<br /> L.S. 3870 PER 1A) C) L.S. 5340 u, -W, I TAGGED 'cS C.)
<br /> Go L.S. 5340 48
<br /> 0� UNIT NO. 1
<br /> PER (D) lo
<br /> 9- PER (D) 46 ii: 47
<br /> -3:: 45 m 8.128 SF P
<br /> ;o cn� t. o- C, 4-9
<br /> 3t 4J r 6,0 0 7 SF 6,5 11 SF ;o BEING A PORTION OF THE SOUTHWEST QUARTER
<br /> Q> L) 44 6,710 SF 12.575 SF FD 314' LP. TAGGED
<br /> • co co
<br /> 6,895 SF z w zo L.S. 5340 PER 18) OF SECTION 6, TOWNSHIP 2 SOUTH, RANGE 7
<br /> Z 7.063 SF :1
<br /> ;o go a2o:
<br /> co ao C43 EAST, MOUNT DIABLO BASE & MERIDIAN,
<br /> 25' ;0 ao 10'PUE C/) cn X-,b, .'410
<br /> Go 10'PUE 25' 4�.40'
<br /> - - - - - - 4 8.3 f
<br /> C/) u! -- - - - -
<br /> - - - ool 67.00' 54.86' 1
<br /> 50-00' -L------------------- 25.43' C4? vk'I CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> Ir/ S02#42'11'E 2 �n N11-39-25*W Ira
<br /> 04 zo
<br /> 4-1 APRIL, 1998 SCALE. 1 "-50'
<br /> NO2-42.11-W 248-89' c"d 4) r'
<br /> C4 368.88'
<br /> NO2'42'11'W 360.29 0 h02-42-11-W
<br /> 4.1 50
<br /> --NO2-42.11-W 729-17' Lrw I
<br /> 40 SILVER BROOK48 PLACE 7,402 SF M. C.R. ENGINEERING
<br /> C%4 t46' I
<br /> 502*42*11E 60.00' 52.15 C114
<br /> 67,00' . 1 60 322 SUN WEST PLACE, MANTECA, CALIFORNIA
<br /> 65,0 60-00' - - - - - - - 11 - - - N
<br /> 60�31 - - - - - - - - 25'
<br /> 1o'PUE';;;14
<br /> 10'PUE�� 0 1 c") oil N00047'47"W 93-81'
<br /> r-> 0 , w •h �:
<br /> 3c>
<br /> uj c")
<br /> 01)' 71 :31,1 51
<br /> 68 t", 6-9 70 :w 72 9- co 1�1 I
<br /> y%r" cy)
<br /> 67 6,378 SF
<br /> 1-- 6,000 SF 7,023 SF
<br /> cy) 6,700 SF
<br /> 6,500 SF 6.000 SF a- N- 25'Q
<br /> 6,031 SF r-1 co
<br /> 'Z::!
<br /> i co GO z 1 N00-47-47-W 100.00'
<br /> 60.00, 69.50' L-Li
<br /> 65-00' 60-00' 67.00' cc
<br /> 60.31' 60-00' 76.67'
<br /> 6?.00 1
<br /> 65,02' 60-06' cm ja C) 500
<br /> 518 8 1' 52 9 cj) +SCALE, 1
<br /> IY02'42'11-'vV Q�
<br /> 6,000 SF coo
<br /> C> 10
<br /> C>I co N00047'47"W 100.00'
<br /> 58 .57 c
<br /> .5-9
<br /> 60
<br /> it: 62 7.4 21 SF
<br /> 6.700 SF 6,000 SF 6.000 SF
<br /> :w 6,006 SF ;�, I i -� NOTES:
<br /> 6,502 SF 25*
<br /> C�)
<br /> w
<br /> -01 10'PUE 00 cz�
<br /> C>I Q
<br /> ALL LOT CORNERS: SET 314" X 24'* REBAR TAGGED
<br /> go
<br /> as I K co
<br /> 00 co k*) C4 1 -
<br /> 01 6,700 SF L.S. 7079 UNLESS OTHERWISE NOTED,
<br /> if"PUE - 4-- C14 to
<br /> C/) 60.00' 53-99'
<br /> 67.00 60.00' 01 cc
<br /> 65,02 60-06' to I 1 2. WITNESS: FRONT LOT CORNERS, SAW CUT IN
<br /> )V02*42*11'W 476,13' IV00-47'47-W 100.00'
<br /> LANE 0 25' CONCRETE, AT 4.00-FOOT DISTANCE FROM LOT CORNER ON
<br /> BROOKHAVEN - LOT LINE PROJECTION. REAR CORNER: SET 314" x 24'
<br /> --- L-L- REBAP ON LOT LINE AT OFF SET INDICATED.
<br /> 1.i C14 i I 1�
<br /> S 02 4 21 01 54
<br /> -420.27' 3. THIS SUBDIVISION (UNIT NO. 1) CONTAINS 129 LOTS ON 3t157
<br /> ACRES GROSS.
<br /> S02*42*11-E 60.00' 52.69' 6,000 SF
<br /> 60.00' 6soo* 67,00' 65-10' 25-
<br /> - - - - - - - - - - - -
<br /> - - - - - - - - - 10'PUE-
<br /> 4. SEE SHEET 2 FOR ADDITIONAL NOTES, LEGEND AND REFERENCES.
<br /> 9 100.00' N00*47'47'W
<br /> C>
<br /> U)
<br /> �u co ::>
<br /> 22 cL w'
<br /> 26 25 24 2J �o cL CURVE RADIUS LENGTH WBEARING DELTA
<br /> 27 55 ww -
<br /> IV I $? to C20 20-00' 30.75'
<br /> 7.077 SF Z3
<br /> 6,000 SF i-- 6,700 SF 6,510 SF 27.81' S46"4459"E 88*05'36*
<br /> 6,000 SF 6,500 SF 't- a- 6.600 SF
<br /> to L
<br /> 00 Q) C21 20.00' 32.08' 28.75' S43*15'01"W 91*5424'
<br /> CO co Z
<br /> qo 4 4 7.13' V) 1 100-05, C22 20.00'
<br /> co NO2"42*11'W c/) :Z1 '�) N02042'11*W 32.08 28.75' N43'15'01*E 91*5424'
<br /> 60.00' 65.00* 67.00' 65.10' 70-03' z" 168' C40 20.00' 3153* 28.37' S47*52'02"E 90,19,41-
<br /> 76.65' co 68-37- \NO2-42-11-W C41 20.00' 300' 28,20' S42*07'59"W 89*40'20*
<br /> 60-00' 60-00' 60-00' C42 60-00, 9.38, 9.37' S07*10*48"E 08*57'14*
<br /> 60-00' 65-OC cr
<br /> SEE SHEET 2 C43 60.00, 27.92' 27.67' S0I*40'22^W 26*3935*'
<br /> Co C. 00 C44 60.00' 50,05* 48.61' S38*53'52'W 47.47'24"
<br /> 0 00 0 00 9 ci co col
<br /> cs 1 0) 56 C45 60.00' 37.03' 36.45' S80*28'31'W 35'21'53'
<br /> co �u
<br /> ca C46 60.00' 115.00' 98-19' N43*15*01"E 109*48*52"
<br /> 21 6.9 11 SF c� 'DESIGNA TED
<br /> �t 1,9 2 C47 60.00' 9.38' 9.37' S86 19'10"E 08 057'14'
<br /> 18 0
<br /> 77 a 0)
<br /> cv) 6.000 SF 7,419 SF
<br /> -:t 1 t"), REMAINDER C48 20.00' 32.08 28.75' S43015*01'W 91'54'24`
<br /> a m 6,000 SF 6,000 SF �w
<br /> cb 6.500 SF GD
<br /> 6.000 SF C49 20.00' 30.75' 27.81' N46*4459'W 88005'36"
<br /> Z 25'
<br /> Z- co 25' io'PUE N. 9801162J
<br /> P-1 co
<br /> co co 10'PUE C/) C/)
<br /> ao co - - - - - --
<br /> cn 1 51.03* 61
<br /> 53-97'
<br /> io 66 60 00'
<br /> u v
<br /> -60.00'- Gti b NO2-42-11-W
<br /> 0--------- NO2#42'11'W 460.29' b NO2#42'11'W
<br /> c) ) 9 7.72'
<br /> ;z) 503.64' of
<br /> NO2#42'11'W 0
<br /> f A C CESS
<br /> b
<br /> 0 601.36' b NO2*42'11'W C-) C.,0 STRIP
<br /> RESERVE
<br /> JUNCTION DRIVE ao
<br /> :z10 IY02'42'11-W
<br /> 6,62'
<br /> SEE SHEET 3
<br /> N",1q9",,971-11, F.V W E S T F M 5 vIfiG
<br /> SHEET 6 OF 8 SHEETS
<br />
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