|
BASIS OF BEARINGS:
<br />A COURSE OF SOUTH 00°12'40" WEST
<br />BETWEEN FOUND MONUMENTS NO. 229 AND
<br />230 FOR THE EAST LINE OF THE SOUTHEAST
<br />QUARTER OF SECTION 7, T. 2 S., R. 7 EAST,
<br />M.D.M., BEING ALSO THE CENTERLINE OF
<br />UNION ROAD, WAS USED AS A BASIS FOR
<br />ALL BEARINGS SHOWN ON THIS MAP.
<br />I I_ N89°47'32"W 558.91' SEE SHEET 3
<br />11 27' 27, '...
<br />C73 1 98.91' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00'
<br />C22 1 S t _
<br />I I 1 � 1 53
<br />1 LOT C I,\ jj 8,676 sf 54 O ( O O G O O O
<br />--- I 27,999 sf o° t`t 05,J67 sf Q)( o O o 0 0 0 i C26\ C15 t Tfi _
<br />L w
<br />55 w 56 57 w 58 w 59 w 60 w 61
<br />V A r' o' ' �I ro i_t � 5,351 sf m 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf 00 5,35'1 sf ro
<br />1'6'S ( 1 iq I- N N N N N N N N N
<br />�O' N cV N
<br />r,
<br />0
<br />co o 1 0 o c 10' PUE o 0 0 0 0
<br />12.38' z z Z z z z z z
<br />�9j 2 C16 ri _ i%.- -- --- --- -- -- -- --- -- ---- -- --
<br />S89'04'29"E( o�S, 1 C17 C20 C21 50.00' 50.00' 50.00" 50.00' 50.00' 50.00' 50.00'
<br />C78 C19 N89°47'32"W 402.98'
<br />1 T �C25 N /NAEHL QR/VE
<br />C23 S50°20'44°W("R)
<br />I ------------C27 - yo 445.98"
<br />C24 ! ; _ _ -._-- - - --
<br />C29 N89°47'32"W 570.98'
<br />SCALE. ° 1" z 50'
<br />Na -6q co
<br />TRACT .
<br />. 3784
<br />SUBDIVISIONS OF • rCOUNTY
<br />BEING LOT 47 AND A PORTION OF LOT 53 AS SHOWN
<br />ON THE MAP FOR "MAP NO. 5 CALIFORNIA NILE
<br />GARDEN FARMS" AND FILED FOR RECORD IN VOLUME 7
<br />OF MAPS & PLATS AT PAGE 12 ALSO BEING A
<br />PORTION OF THE SOUTHEAST QUARTER OF
<br />SECTION 7, TOWNSHIP 2 SOUTH, RANGE 7 EAST,
<br />MOUNT DIABLO MERIDIAN
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br />FEBRUARY, 2016
<br />g)WRTHSTAR ENGINEERING GROUP, INC
<br />23' 23' 1 620 12th Street, Modesto, CA 95,354
<br />' N S89'4T32"E 102.00' (209) 524-3525
<br />h; O
<br />60.00' i ° N u WC 3'
<br />W W 00 25 Q LEGEND.
<br />N
<br />005, 100 sf r o N O SET 3/4"x30" IRON PIPE, TAGGED LS 6946, U.O.N.
<br />Q) oy N ° � ' � O SET 314"x30" IRON PIPE, TAGGED LS 6946, IN
<br />62 S89°4732"E 102.00' m MONUMENT WELL
<br />6,335 sf ro < o N s FOUND MONUMENT AS NOTED
<br />WC 3' N
<br />"� o zoov FOUND MONUMENT IN MONUMENT WELL AS NOTED
<br />14 n I els o 0), N FD. FOUND
<br />SFN SEARCHED, FOUND NOTHING
<br />23' 23'' 5,524 sf 1 � (A) SEE REFERENCES THIS SHEET
<br />40.00'C72 C9 82.00' w (M) MEASURED
<br />S /. C. R. SAN IOAQUIN COUNTY RECORDS
<br />N89"47'32"W DOC. DOCUMENT
<br />-O.R.- OFFICIAL RECORDS
<br />- r�.-- 125.00' ci U.O.N. UNLESS OTHERWISE NOTED
<br />z -M&P- MAPS & PLATS
<br />S89 04 2 I I I _ 14 4---- (R) ° ..� N N I -RS- RECORD OF SURVEY
<br />3.22' I i �_- C30 i� C55,:- - N v �1' ACCESS
<br />N89°4732"W 402.98' N89°4732"W PUE PUBLIC U71LITY EASEMENT
<br />RESERVE R RADIAL BEARING
<br />- - - - ° - 100.98' 50.00' 50.00' 50.00' 50.00' _50.00' 52.00' C4i C64 82.00' (R)
<br />C28 N17"48"16"'W(R \, C.54 -4-- -- -- -- -- - -- - -- -- - -- - � - -- - -- --.- STRIP
<br />S89°04'29"E I I ----=-) J / N01'13'03"W(R) N /� SF SQUARE FEET
<br />C33 L----------- c o
<br />C32 0 ( 10' PUE 2311%03 I WC 3' WITNESS CORNER, DISTANCE FROM TRUE LOCATION
<br />2.85' C34
<br />�� C3s S42°33'21 "W(R) 0 0o N 27 (SEE NOTE 7)
<br />C66 I ------------- I I - - -
<br />52 0 0 0 o I o 01 6,646 sf ° CENTERLINE
<br />- -J ti� 50 ( 49 0 48 ( 47 o I _ o I o --------------- RADIAL LINE
<br />\
<br />C,\31 \ `. 9,884 sf W 51 w 46 Z o �.
<br />M I o-1 r5.000 sf CO o 0 0 0 0 --------
<br />n 7 s1 11J N N 5,000 sf o (5,000 sf; O 5,000 sf 05,000 sf- O 7,114 sf ( o EXISTING LOT LINE
<br />o W 1 W 1 i i^ \ �, C5.3 y 0 0 N o I 23' ._ I S89°47'32"E 102.00' - - - - - -- - EASEMENT LINE
<br />of " " \ \ \_ o 100 PROJECT BOUNDARY
<br />��t C37 C36 V o o i N N N �a w WC 3'
<br />i W �� i C52. _ z 2 N89 °4T 32"W 358.17' I N N o o -- - ._ - - - SECTION LINE
<br />i i I i U i d . �._ 136.17' 50.00' 50.00' _......... N o 28 0
<br />w 5,610 sf N®T�t'J-:
<br />136.17' u 50.00' u 50.00' W 50.00' o 72.00' o a u 72 LOTS, 1 PARK S1 TE STORM DRAIN BASIN
<br />N38°21'35"E R ro ro I z 1. PROJECT CONTAINS
<br />38 i \ - N N N N �i S89'4T32"E 102.00' r
<br />8------------ AND 2 PARK SITE LOTS FOR A TOTAL AREA OF 16.73 ARES.
<br />J 1 (jI I ti �� c5o \ N N N I c 23' I 17.00' WC 3' 2. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.
<br />C51 41 00 - ( ( I z 3. ALL DISTANCES ARE GROUND DISTANCES.
<br />it I I OWC 3'x3', iT z o o o o n
<br />? 3 N u ®� C45 \ 8,750 sf O 42 - 0 43 N 44 z m 45 I v m C56 29 0 4. AT THE TIME OF THE SURVEY TRACT NO. 3774 WAS STILL UNDER
<br />m I (p ,' \ \ o o _CO J M ro 5,512 sf �Q CONSTRUCTION AND NO MONUMENTS WERE FOUND PER A
<br />40 \ 05,016 sf 05,048 sf o 5,079 sf o 7,281 sf I V ( )
<br />' I w ` LOT B 3 a ti 7,474 sr C40 \ L1 E%' �� a 5. ALL LOT CORNERS AND RIGHT-OF-WAY POINTS OF CURVATURE:
<br />L ] \I ' 16,041 sf o ��' \ \ a9 5 ' I 1 ; ? V �. S89"4732"E 96.00' SET 314" X 30" IRON PIPE, TAGGED LS 6946 U.O.N.
<br />- LOT A \
<br />10' PUE- 23' -_o 6. WITNESS CORNERS:
<br />52,945 sf Z WC 3' \ �' ll 16.94' WC 3'
<br />L ,j 0 0 0 1.22 Acres N89°03'54"W 137.70' 2 - . - a. - - . __ - - . - - - - 1-L _ - _ _ FRONT LOT CORNERS: SET NAIL & BRASS TAG, STAMPED IS
<br />1 0 z o I I o \ 40. ]2' 50.00' 50.00' 50.00' 51.75 I 6946" AT 4.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE
<br />Z I I N33_i3'42"c(R)J \ C44 C49 C48
<br />u� - N89°03'54"W 241.89' C�8 30
<br />\ \ PROJECTION.
<br />Li -25' WIDE S.S.J.I.D. ACCESS 2 a 10' PUE- C39 N CAPAARA t 5,824 sf n
<br />--�I E �• 39 C41 N89'03'54"W 314.99' WAY N I: REAR LOT CORNERS: SET 314" X 30" IRON PIPE TAGGED LS 6946
<br />,1
<br />EASEMENT PER DOC. # �o S>p°
<br />I I 2016-036514 �� 6, 922 sf \ C\ - - - -' - - - - - - - - - -- ._ - __� 2 jS ON LOT LINE AT OFFSET INDICATED.
<br />WC 3' ; ,N63"14'37"E(R) N / \ ,F( 7. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br />-`-50' WIDE P.G. & E. EASEMENT r, N89°01z,.4"'W 136.7_' - N89°03'54"W 159.12' C61 `�4.5 C57 � w0 WITNESS CORNEP, ARE FROM LOT CORNER TO LOT CORNER, U.O.N.
<br />PER DOC. 2009--134706 N65°26'17"E R �' C62 - X83646" 9 \ �¢ 8. REFER TO THE CITY OF MANTECA TENTATIVE MAP NO. 13-75-03.
<br />O _ 53.94' - 50.00' 50.00'_ W
<br />- - - - - - . 3!. 51, r A PARK SITE%STORM DRAIN BASIN.
<br />25' WIDE S.S.J,1.D. EASEMENT PER Q ' 38 \ IN74"42'27"E(R) o o _-C80 WC 3' 9. LOT 'A' l�
<br />,• C42 ttt --- O 10' PUEJ o 5.18' 10. LOT 'B' AND 'C' ARE PARK SITES.
<br />DOC. t 2009-066213 b',542 sf \ 2T a Q) o 10.00'
<br />N89°03'54"W 123.14' 1S cos 11 G �- 31
<br />15' WIDE P.G. & E. EASEMENT O- i�
<br />PER 309-O.R.-109 we _-----5--O ' 1 w 35 4 34 4' 33 � r= 12,816 sf ro
<br />J76°29'6"E R 38
<br />W
<br />I i 20' WIDE DRAINAGE DITCH EASEMENT ro . 37 J C63 y 7510 sf �11o 5,700 sf � 5,700 sf � 5,556 sf 32 a
<br />PER DOC. #2003-290795 N `o' 8,345 sf C43 0 � LO y, 7,473 sf
<br />1 - - - - - - - - - - --- -- - O n S89 `51 '20"E(R)--- I Z 2 Z ( �o WC 3'x3'
<br />384.38' - - - - < I
<br />50.00' I. - WC 3'x3' -....r > 127, I 27' �-'. 6 WC 3' WC 3' 'WC 3' 380.06'
<br />103.37 131.00'
<br />- - - - - - - - - - 0.02' 50.00' 50.00" 50.00' WC 3 95.82 WC 3' 74.21'
<br />N89°03'54"W 818.44'(M) i 818.43'(8)
<br />�FD. 3/4" REBAR, TAGGED LS 7600 PER S89°4_7'0_0_ "E(R)/ \`S89"43'34"E(R) -
<br />(B); MON. DESTROYED BY CONSTRUCTION
<br />OF TRACT NO. 3774- A 1' ACCESS RESERVE STRIP
<br />20' WIDE DRAINAGE DITCH EASEMENT
<br />O PER DOC. Jj2003-290795
<br />(D.D. SHEET N0. 58) K: Ad13-1227 W"dwo,d Estate3VdwgA5U8V13-122 srlr 3-4 Lors.dwd
<br />REFERENCES:
<br />(A) TRACT N0. 3774 "OLEANDER ESTATES, UNIT NO. I", BOOK 42
<br />MAPS & PLATS, PAGE 3, S.J.C.R.
<br />(B) RECORD OF SURVEY, BOOK 35 OF SURVEYS, PAGE 113, .S.J.C.R.
<br />1 (C) RECORD OF SURVEY, BOOK 33 OF SURVEYS, PAGE 133, S.J.C.R.
<br />FD. 3/4" REBAR, TAGGED
<br />LS 7600 PER (B)
<br />SHEET 4 OF 4
<br />CURVE
<br />TABLE
<br />CURVE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C12
<br />90°00'00"
<br />20.00'
<br />31.42'
<br />C13
<br />2557'35"
<br />363.00'
<br />164.47'
<br />C15
<br />14'26'46"
<br />363.00'
<br />91.52'
<br />C16
<br />51'09'10"
<br />20.00'
<br />17.86'
<br />CI
<br />24°58'44"
<br />49.00°
<br />21.36'
<br />C18
<br />44'21'34"
<br />20.00'
<br />15.48'
<br />C19
<br />6°28'32"
<br />527.00'
<br />59.56'
<br />C20
<br />2°26'51"
<br />527.00'
<br />22.51'
<br />C21
<br />4'01'41"
<br />527.00'
<br />37.05'
<br />C22
<br />24°43'10"
<br />417.00'
<br />179.91'
<br />(523
<br />105'15'35"
<br />20.00'
<br />36.74'
<br />C24
<br />_
<br />10°09'34"
<br />395.00'
<br />70.04'
<br />C25
<br />58'49'58"
<br />390.00'
<br />400.46'
<br />C26
<br />3352'48"
<br />390.00'
<br />230.61'
<br />C27
<br />145727"
<br />500.00'
<br />130.53'
<br />C28
<br />15'40'30"
<br />425.00'
<br />116.27'
<br />C29
<br />12'00'44"
<br />500.00'
<br />104.83'
<br />C30
<br />2"56'43"
<br />500.00'
<br />25.70'
<br />BASIS OF BEARINGS:
<br />A COURSE OF SOUTH 00°12'40" WEST
<br />BETWEEN FOUND MONUMENTS NO. 229 AND
<br />230 FOR THE EAST LINE OF THE SOUTHEAST
<br />QUARTER OF SECTION 7, T. 2 S., R. 7 EAST,
<br />M.D.M., BEING ALSO THE CENTERLINE OF
<br />UNION ROAD, WAS USED AS A BASIS FOR
<br />ALL BEARINGS SHOWN ON THIS MAP.
<br />I I_ N89°47'32"W 558.91' SEE SHEET 3
<br />11 27' 27, '...
<br />C73 1 98.91' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00'
<br />C22 1 S t _
<br />I I 1 � 1 53
<br />1 LOT C I,\ jj 8,676 sf 54 O ( O O G O O O
<br />--- I 27,999 sf o° t`t 05,J67 sf Q)( o O o 0 0 0 i C26\ C15 t Tfi _
<br />L w
<br />55 w 56 57 w 58 w 59 w 60 w 61
<br />V A r' o' ' �I ro i_t � 5,351 sf m 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf 00 5,35'1 sf ro
<br />1'6'S ( 1 iq I- N N N N N N N N N
<br />�O' N cV N
<br />r,
<br />0
<br />co o 1 0 o c 10' PUE o 0 0 0 0
<br />12.38' z z Z z z z z z
<br />�9j 2 C16 ri _ i%.- -- --- --- -- -- -- --- -- ---- -- --
<br />S89'04'29"E( o�S, 1 C17 C20 C21 50.00' 50.00' 50.00" 50.00' 50.00' 50.00' 50.00'
<br />C78 C19 N89°47'32"W 402.98'
<br />1 T �C25 N /NAEHL QR/VE
<br />C23 S50°20'44°W("R)
<br />I ------------C27 - yo 445.98"
<br />C24 ! ; _ _ -._-- - - --
<br />C29 N89°47'32"W 570.98'
<br />SCALE. ° 1" z 50'
<br />Na -6q co
<br />TRACT .
<br />. 3784
<br />SUBDIVISIONS OF • rCOUNTY
<br />BEING LOT 47 AND A PORTION OF LOT 53 AS SHOWN
<br />ON THE MAP FOR "MAP NO. 5 CALIFORNIA NILE
<br />GARDEN FARMS" AND FILED FOR RECORD IN VOLUME 7
<br />OF MAPS & PLATS AT PAGE 12 ALSO BEING A
<br />PORTION OF THE SOUTHEAST QUARTER OF
<br />SECTION 7, TOWNSHIP 2 SOUTH, RANGE 7 EAST,
<br />MOUNT DIABLO MERIDIAN
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br />FEBRUARY, 2016
<br />g)WRTHSTAR ENGINEERING GROUP, INC
<br />23' 23' 1 620 12th Street, Modesto, CA 95,354
<br />' N S89'4T32"E 102.00' (209) 524-3525
<br />h; O
<br />60.00' i ° N u WC 3'
<br />W W 00 25 Q LEGEND.
<br />N
<br />005, 100 sf r o N O SET 3/4"x30" IRON PIPE, TAGGED LS 6946, U.O.N.
<br />Q) oy N ° � ' � O SET 314"x30" IRON PIPE, TAGGED LS 6946, IN
<br />62 S89°4732"E 102.00' m MONUMENT WELL
<br />6,335 sf ro < o N s FOUND MONUMENT AS NOTED
<br />WC 3' N
<br />"� o zoov FOUND MONUMENT IN MONUMENT WELL AS NOTED
<br />14 n I els o 0), N FD. FOUND
<br />SFN SEARCHED, FOUND NOTHING
<br />23' 23'' 5,524 sf 1 � (A) SEE REFERENCES THIS SHEET
<br />40.00'C72 C9 82.00' w (M) MEASURED
<br />S /. C. R. SAN IOAQUIN COUNTY RECORDS
<br />N89"47'32"W DOC. DOCUMENT
<br />-O.R.- OFFICIAL RECORDS
<br />- r�.-- 125.00' ci U.O.N. UNLESS OTHERWISE NOTED
<br />z -M&P- MAPS & PLATS
<br />S89 04 2 I I I _ 14 4---- (R) ° ..� N N I -RS- RECORD OF SURVEY
<br />3.22' I i �_- C30 i� C55,:- - N v �1' ACCESS
<br />N89°4732"W 402.98' N89°4732"W PUE PUBLIC U71LITY EASEMENT
<br />RESERVE R RADIAL BEARING
<br />- - - - ° - 100.98' 50.00' 50.00' 50.00' 50.00' _50.00' 52.00' C4i C64 82.00' (R)
<br />C28 N17"48"16"'W(R \, C.54 -4-- -- -- -- -- - -- - -- -- - -- - � - -- - -- --.- STRIP
<br />S89°04'29"E I I ----=-) J / N01'13'03"W(R) N /� SF SQUARE FEET
<br />C33 L----------- c o
<br />C32 0 ( 10' PUE 2311%03 I WC 3' WITNESS CORNER, DISTANCE FROM TRUE LOCATION
<br />2.85' C34
<br />�� C3s S42°33'21 "W(R) 0 0o N 27 (SEE NOTE 7)
<br />C66 I ------------- I I - - -
<br />52 0 0 0 o I o 01 6,646 sf ° CENTERLINE
<br />- -J ti� 50 ( 49 0 48 ( 47 o I _ o I o --------------- RADIAL LINE
<br />\
<br />C,\31 \ `. 9,884 sf W 51 w 46 Z o �.
<br />M I o-1 r5.000 sf CO o 0 0 0 0 --------
<br />n 7 s1 11J N N 5,000 sf o (5,000 sf; O 5,000 sf 05,000 sf- O 7,114 sf ( o EXISTING LOT LINE
<br />o W 1 W 1 i i^ \ �, C5.3 y 0 0 N o I 23' ._ I S89°47'32"E 102.00' - - - - - -- - EASEMENT LINE
<br />of " " \ \ \_ o 100 PROJECT BOUNDARY
<br />��t C37 C36 V o o i N N N �a w WC 3'
<br />i W �� i C52. _ z 2 N89 °4T 32"W 358.17' I N N o o -- - ._ - - - SECTION LINE
<br />i i I i U i d . �._ 136.17' 50.00' 50.00' _......... N o 28 0
<br />w 5,610 sf N®T�t'J-:
<br />136.17' u 50.00' u 50.00' W 50.00' o 72.00' o a u 72 LOTS, 1 PARK S1 TE STORM DRAIN BASIN
<br />N38°21'35"E R ro ro I z 1. PROJECT CONTAINS
<br />38 i \ - N N N N �i S89'4T32"E 102.00' r
<br />8------------ AND 2 PARK SITE LOTS FOR A TOTAL AREA OF 16.73 ARES.
<br />J 1 (jI I ti �� c5o \ N N N I c 23' I 17.00' WC 3' 2. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.
<br />C51 41 00 - ( ( I z 3. ALL DISTANCES ARE GROUND DISTANCES.
<br />it I I OWC 3'x3', iT z o o o o n
<br />? 3 N u ®� C45 \ 8,750 sf O 42 - 0 43 N 44 z m 45 I v m C56 29 0 4. AT THE TIME OF THE SURVEY TRACT NO. 3774 WAS STILL UNDER
<br />m I (p ,' \ \ o o _CO J M ro 5,512 sf �Q CONSTRUCTION AND NO MONUMENTS WERE FOUND PER A
<br />40 \ 05,016 sf 05,048 sf o 5,079 sf o 7,281 sf I V ( )
<br />' I w ` LOT B 3 a ti 7,474 sr C40 \ L1 E%' �� a 5. ALL LOT CORNERS AND RIGHT-OF-WAY POINTS OF CURVATURE:
<br />L ] \I ' 16,041 sf o ��' \ \ a9 5 ' I 1 ; ? V �. S89"4732"E 96.00' SET 314" X 30" IRON PIPE, TAGGED LS 6946 U.O.N.
<br />- LOT A \
<br />10' PUE- 23' -_o 6. WITNESS CORNERS:
<br />52,945 sf Z WC 3' \ �' ll 16.94' WC 3'
<br />L ,j 0 0 0 1.22 Acres N89°03'54"W 137.70' 2 - . - a. - - . __ - - . - - - - 1-L _ - _ _ FRONT LOT CORNERS: SET NAIL & BRASS TAG, STAMPED IS
<br />1 0 z o I I o \ 40. ]2' 50.00' 50.00' 50.00' 51.75 I 6946" AT 4.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE
<br />Z I I N33_i3'42"c(R)J \ C44 C49 C48
<br />u� - N89°03'54"W 241.89' C�8 30
<br />\ \ PROJECTION.
<br />Li -25' WIDE S.S.J.I.D. ACCESS 2 a 10' PUE- C39 N CAPAARA t 5,824 sf n
<br />--�I E �• 39 C41 N89'03'54"W 314.99' WAY N I: REAR LOT CORNERS: SET 314" X 30" IRON PIPE TAGGED LS 6946
<br />,1
<br />EASEMENT PER DOC. # �o S>p°
<br />I I 2016-036514 �� 6, 922 sf \ C\ - - - -' - - - - - - - - - -- ._ - __� 2 jS ON LOT LINE AT OFFSET INDICATED.
<br />WC 3' ; ,N63"14'37"E(R) N / \ ,F( 7. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br />-`-50' WIDE P.G. & E. EASEMENT r, N89°01z,.4"'W 136.7_' - N89°03'54"W 159.12' C61 `�4.5 C57 � w0 WITNESS CORNEP, ARE FROM LOT CORNER TO LOT CORNER, U.O.N.
<br />PER DOC. 2009--134706 N65°26'17"E R �' C62 - X83646" 9 \ �¢ 8. REFER TO THE CITY OF MANTECA TENTATIVE MAP NO. 13-75-03.
<br />O _ 53.94' - 50.00' 50.00'_ W
<br />- - - - - - . 3!. 51, r A PARK SITE%STORM DRAIN BASIN.
<br />25' WIDE S.S.J,1.D. EASEMENT PER Q ' 38 \ IN74"42'27"E(R) o o _-C80 WC 3' 9. LOT 'A' l�
<br />,• C42 ttt --- O 10' PUEJ o 5.18' 10. LOT 'B' AND 'C' ARE PARK SITES.
<br />DOC. t 2009-066213 b',542 sf \ 2T a Q) o 10.00'
<br />N89°03'54"W 123.14' 1S cos 11 G �- 31
<br />15' WIDE P.G. & E. EASEMENT O- i�
<br />PER 309-O.R.-109 we _-----5--O ' 1 w 35 4 34 4' 33 � r= 12,816 sf ro
<br />J76°29'6"E R 38
<br />W
<br />I i 20' WIDE DRAINAGE DITCH EASEMENT ro . 37 J C63 y 7510 sf �11o 5,700 sf � 5,700 sf � 5,556 sf 32 a
<br />PER DOC. #2003-290795 N `o' 8,345 sf C43 0 � LO y, 7,473 sf
<br />1 - - - - - - - - - - --- -- - O n S89 `51 '20"E(R)--- I Z 2 Z ( �o WC 3'x3'
<br />384.38' - - - - < I
<br />50.00' I. - WC 3'x3' -....r > 127, I 27' �-'. 6 WC 3' WC 3' 'WC 3' 380.06'
<br />103.37 131.00'
<br />- - - - - - - - - - 0.02' 50.00' 50.00" 50.00' WC 3 95.82 WC 3' 74.21'
<br />N89°03'54"W 818.44'(M) i 818.43'(8)
<br />�FD. 3/4" REBAR, TAGGED LS 7600 PER S89°4_7'0_0_ "E(R)/ \`S89"43'34"E(R) -
<br />(B); MON. DESTROYED BY CONSTRUCTION
<br />OF TRACT NO. 3774- A 1' ACCESS RESERVE STRIP
<br />20' WIDE DRAINAGE DITCH EASEMENT
<br />O PER DOC. Jj2003-290795
<br />(D.D. SHEET N0. 58) K: Ad13-1227 W"dwo,d Estate3VdwgA5U8V13-122 srlr 3-4 Lors.dwd
<br />REFERENCES:
<br />(A) TRACT N0. 3774 "OLEANDER ESTATES, UNIT NO. I", BOOK 42
<br />MAPS & PLATS, PAGE 3, S.J.C.R.
<br />(B) RECORD OF SURVEY, BOOK 35 OF SURVEYS, PAGE 113, .S.J.C.R.
<br />1 (C) RECORD OF SURVEY, BOOK 33 OF SURVEYS, PAGE 133, S.J.C.R.
<br />FD. 3/4" REBAR, TAGGED
<br />LS 7600 PER (B)
<br />SHEET 4 OF 4
<br />CURVE
<br />TABLE
<br />CUR VE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C31
<br />24°57'11"
<br />390.00'
<br />169.85'
<br />C32
<br />12°53'09"
<br />455.00'
<br />102.33'
<br />C33
<br />42'13'36"
<br />20.00'
<br />14.74'
<br />C34
<br />24'35'38"
<br />49.00'
<br />21.03'
<br />C35
<br />43°3928"
<br />20.00'
<br />15.24'
<br />C36
<br />17'56'15"
<br />417.00'
<br />130.55'
<br />C37
<br />12'50'07"
<br />417.00'
<br />93.42'
<br />C38
<br />5'06'08"
<br />417.00'
<br />37.13'
<br />C39
<br />_
<br />58°45'07"
<br />276.00'
<br />283.01'
<br />C40
<br />21 °50'09"
<br />276.00'
<br />105.19'
<br />C41
<br />12°12'3.5"
<br />276.00'
<br />58.82'
<br />C42
<br />11,03,39"
<br />276.00'
<br />53.28'
<br />C43
<br />13°38'44"
<br />276.00'
<br />65.73'
<br />C44
<br />58°49'21"
<br />303.00'
<br />311.07'
<br />C45
<br />31'51'04"
<br />303.00'
<br />168.44'
<br />C46
<br />26'58'17"
<br />303.00'
<br />142.63'
<br />C47
<br />90°00'00"
<br />20.00'
<br />31.42'
<br />C48
<br />90°43'38°
<br />20.00'
<br />31.67'
<br />BASIS OF BEARINGS:
<br />A COURSE OF SOUTH 00°12'40" WEST
<br />BETWEEN FOUND MONUMENTS NO. 229 AND
<br />230 FOR THE EAST LINE OF THE SOUTHEAST
<br />QUARTER OF SECTION 7, T. 2 S., R. 7 EAST,
<br />M.D.M., BEING ALSO THE CENTERLINE OF
<br />UNION ROAD, WAS USED AS A BASIS FOR
<br />ALL BEARINGS SHOWN ON THIS MAP.
<br />I I_ N89°47'32"W 558.91' SEE SHEET 3
<br />11 27' 27, '...
<br />C73 1 98.91' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00'
<br />C22 1 S t _
<br />I I 1 � 1 53
<br />1 LOT C I,\ jj 8,676 sf 54 O ( O O G O O O
<br />--- I 27,999 sf o° t`t 05,J67 sf Q)( o O o 0 0 0 i C26\ C15 t Tfi _
<br />L w
<br />55 w 56 57 w 58 w 59 w 60 w 61
<br />V A r' o' ' �I ro i_t � 5,351 sf m 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf 00 5,35'1 sf ro
<br />1'6'S ( 1 iq I- N N N N N N N N N
<br />�O' N cV N
<br />r,
<br />0
<br />co o 1 0 o c 10' PUE o 0 0 0 0
<br />12.38' z z Z z z z z z
<br />�9j 2 C16 ri _ i%.- -- --- --- -- -- -- --- -- ---- -- --
<br />S89'04'29"E( o�S, 1 C17 C20 C21 50.00' 50.00' 50.00" 50.00' 50.00' 50.00' 50.00'
<br />C78 C19 N89°47'32"W 402.98'
<br />1 T �C25 N /NAEHL QR/VE
<br />C23 S50°20'44°W("R)
<br />I ------------C27 - yo 445.98"
<br />C24 ! ; _ _ -._-- - - --
<br />C29 N89°47'32"W 570.98'
<br />SCALE. ° 1" z 50'
<br />Na -6q co
<br />TRACT .
<br />. 3784
<br />SUBDIVISIONS OF • rCOUNTY
<br />BEING LOT 47 AND A PORTION OF LOT 53 AS SHOWN
<br />ON THE MAP FOR "MAP NO. 5 CALIFORNIA NILE
<br />GARDEN FARMS" AND FILED FOR RECORD IN VOLUME 7
<br />OF MAPS & PLATS AT PAGE 12 ALSO BEING A
<br />PORTION OF THE SOUTHEAST QUARTER OF
<br />SECTION 7, TOWNSHIP 2 SOUTH, RANGE 7 EAST,
<br />MOUNT DIABLO MERIDIAN
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br />FEBRUARY, 2016
<br />g)WRTHSTAR ENGINEERING GROUP, INC
<br />23' 23' 1 620 12th Street, Modesto, CA 95,354
<br />' N S89'4T32"E 102.00' (209) 524-3525
<br />h; O
<br />60.00' i ° N u WC 3'
<br />W W 00 25 Q LEGEND.
<br />N
<br />005, 100 sf r o N O SET 3/4"x30" IRON PIPE, TAGGED LS 6946, U.O.N.
<br />Q) oy N ° � ' � O SET 314"x30" IRON PIPE, TAGGED LS 6946, IN
<br />62 S89°4732"E 102.00' m MONUMENT WELL
<br />6,335 sf ro < o N s FOUND MONUMENT AS NOTED
<br />WC 3' N
<br />"� o zoov FOUND MONUMENT IN MONUMENT WELL AS NOTED
<br />14 n I els o 0), N FD. FOUND
<br />SFN SEARCHED, FOUND NOTHING
<br />23' 23'' 5,524 sf 1 � (A) SEE REFERENCES THIS SHEET
<br />40.00'C72 C9 82.00' w (M) MEASURED
<br />S /. C. R. SAN IOAQUIN COUNTY RECORDS
<br />N89"47'32"W DOC. DOCUMENT
<br />-O.R.- OFFICIAL RECORDS
<br />- r�.-- 125.00' ci U.O.N. UNLESS OTHERWISE NOTED
<br />z -M&P- MAPS & PLATS
<br />S89 04 2 I I I _ 14 4---- (R) ° ..� N N I -RS- RECORD OF SURVEY
<br />3.22' I i �_- C30 i� C55,:- - N v �1' ACCESS
<br />N89°4732"W 402.98' N89°4732"W PUE PUBLIC U71LITY EASEMENT
<br />RESERVE R RADIAL BEARING
<br />- - - - ° - 100.98' 50.00' 50.00' 50.00' 50.00' _50.00' 52.00' C4i C64 82.00' (R)
<br />C28 N17"48"16"'W(R \, C.54 -4-- -- -- -- -- - -- - -- -- - -- - � - -- - -- --.- STRIP
<br />S89°04'29"E I I ----=-) J / N01'13'03"W(R) N /� SF SQUARE FEET
<br />C33 L----------- c o
<br />C32 0 ( 10' PUE 2311%03 I WC 3' WITNESS CORNER, DISTANCE FROM TRUE LOCATION
<br />2.85' C34
<br />�� C3s S42°33'21 "W(R) 0 0o N 27 (SEE NOTE 7)
<br />C66 I ------------- I I - - -
<br />52 0 0 0 o I o 01 6,646 sf ° CENTERLINE
<br />- -J ti� 50 ( 49 0 48 ( 47 o I _ o I o --------------- RADIAL LINE
<br />\
<br />C,\31 \ `. 9,884 sf W 51 w 46 Z o �.
<br />M I o-1 r5.000 sf CO o 0 0 0 0 --------
<br />n 7 s1 11J N N 5,000 sf o (5,000 sf; O 5,000 sf 05,000 sf- O 7,114 sf ( o EXISTING LOT LINE
<br />o W 1 W 1 i i^ \ �, C5.3 y 0 0 N o I 23' ._ I S89°47'32"E 102.00' - - - - - -- - EASEMENT LINE
<br />of " " \ \ \_ o 100 PROJECT BOUNDARY
<br />��t C37 C36 V o o i N N N �a w WC 3'
<br />i W �� i C52. _ z 2 N89 °4T 32"W 358.17' I N N o o -- - ._ - - - SECTION LINE
<br />i i I i U i d . �._ 136.17' 50.00' 50.00' _......... N o 28 0
<br />w 5,610 sf N®T�t'J-:
<br />136.17' u 50.00' u 50.00' W 50.00' o 72.00' o a u 72 LOTS, 1 PARK S1 TE STORM DRAIN BASIN
<br />N38°21'35"E R ro ro I z 1. PROJECT CONTAINS
<br />38 i \ - N N N N �i S89'4T32"E 102.00' r
<br />8------------ AND 2 PARK SITE LOTS FOR A TOTAL AREA OF 16.73 ARES.
<br />J 1 (jI I ti �� c5o \ N N N I c 23' I 17.00' WC 3' 2. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.
<br />C51 41 00 - ( ( I z 3. ALL DISTANCES ARE GROUND DISTANCES.
<br />it I I OWC 3'x3', iT z o o o o n
<br />? 3 N u ®� C45 \ 8,750 sf O 42 - 0 43 N 44 z m 45 I v m C56 29 0 4. AT THE TIME OF THE SURVEY TRACT NO. 3774 WAS STILL UNDER
<br />m I (p ,' \ \ o o _CO J M ro 5,512 sf �Q CONSTRUCTION AND NO MONUMENTS WERE FOUND PER A
<br />40 \ 05,016 sf 05,048 sf o 5,079 sf o 7,281 sf I V ( )
<br />' I w ` LOT B 3 a ti 7,474 sr C40 \ L1 E%' �� a 5. ALL LOT CORNERS AND RIGHT-OF-WAY POINTS OF CURVATURE:
<br />L ] \I ' 16,041 sf o ��' \ \ a9 5 ' I 1 ; ? V �. S89"4732"E 96.00' SET 314" X 30" IRON PIPE, TAGGED LS 6946 U.O.N.
<br />- LOT A \
<br />10' PUE- 23' -_o 6. WITNESS CORNERS:
<br />52,945 sf Z WC 3' \ �' ll 16.94' WC 3'
<br />L ,j 0 0 0 1.22 Acres N89°03'54"W 137.70' 2 - . - a. - - . __ - - . - - - - 1-L _ - _ _ FRONT LOT CORNERS: SET NAIL & BRASS TAG, STAMPED IS
<br />1 0 z o I I o \ 40. ]2' 50.00' 50.00' 50.00' 51.75 I 6946" AT 4.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE
<br />Z I I N33_i3'42"c(R)J \ C44 C49 C48
<br />u� - N89°03'54"W 241.89' C�8 30
<br />\ \ PROJECTION.
<br />Li -25' WIDE S.S.J.I.D. ACCESS 2 a 10' PUE- C39 N CAPAARA t 5,824 sf n
<br />--�I E �• 39 C41 N89'03'54"W 314.99' WAY N I: REAR LOT CORNERS: SET 314" X 30" IRON PIPE TAGGED LS 6946
<br />,1
<br />EASEMENT PER DOC. # �o S>p°
<br />I I 2016-036514 �� 6, 922 sf \ C\ - - - -' - - - - - - - - - -- ._ - __� 2 jS ON LOT LINE AT OFFSET INDICATED.
<br />WC 3' ; ,N63"14'37"E(R) N / \ ,F( 7. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br />-`-50' WIDE P.G. & E. EASEMENT r, N89°01z,.4"'W 136.7_' - N89°03'54"W 159.12' C61 `�4.5 C57 � w0 WITNESS CORNEP, ARE FROM LOT CORNER TO LOT CORNER, U.O.N.
<br />PER DOC. 2009--134706 N65°26'17"E R �' C62 - X83646" 9 \ �¢ 8. REFER TO THE CITY OF MANTECA TENTATIVE MAP NO. 13-75-03.
<br />O _ 53.94' - 50.00' 50.00'_ W
<br />- - - - - - . 3!. 51, r A PARK SITE%STORM DRAIN BASIN.
<br />25' WIDE S.S.J,1.D. EASEMENT PER Q ' 38 \ IN74"42'27"E(R) o o _-C80 WC 3' 9. LOT 'A' l�
<br />,• C42 ttt --- O 10' PUEJ o 5.18' 10. LOT 'B' AND 'C' ARE PARK SITES.
<br />DOC. t 2009-066213 b',542 sf \ 2T a Q) o 10.00'
<br />N89°03'54"W 123.14' 1S cos 11 G �- 31
<br />15' WIDE P.G. & E. EASEMENT O- i�
<br />PER 309-O.R.-109 we _-----5--O ' 1 w 35 4 34 4' 33 � r= 12,816 sf ro
<br />J76°29'6"E R 38
<br />W
<br />I i 20' WIDE DRAINAGE DITCH EASEMENT ro . 37 J C63 y 7510 sf �11o 5,700 sf � 5,700 sf � 5,556 sf 32 a
<br />PER DOC. #2003-290795 N `o' 8,345 sf C43 0 � LO y, 7,473 sf
<br />1 - - - - - - - - - - --- -- - O n S89 `51 '20"E(R)--- I Z 2 Z ( �o WC 3'x3'
<br />384.38' - - - - < I
<br />50.00' I. - WC 3'x3' -....r > 127, I 27' �-'. 6 WC 3' WC 3' 'WC 3' 380.06'
<br />103.37 131.00'
<br />- - - - - - - - - - 0.02' 50.00' 50.00" 50.00' WC 3 95.82 WC 3' 74.21'
<br />N89°03'54"W 818.44'(M) i 818.43'(8)
<br />�FD. 3/4" REBAR, TAGGED LS 7600 PER S89°4_7'0_0_ "E(R)/ \`S89"43'34"E(R) -
<br />(B); MON. DESTROYED BY CONSTRUCTION
<br />OF TRACT NO. 3774- A 1' ACCESS RESERVE STRIP
<br />20' WIDE DRAINAGE DITCH EASEMENT
<br />O PER DOC. Jj2003-290795
<br />(D.D. SHEET N0. 58) K: Ad13-1227 W"dwo,d Estate3VdwgA5U8V13-122 srlr 3-4 Lors.dwd
<br />REFERENCES:
<br />(A) TRACT N0. 3774 "OLEANDER ESTATES, UNIT NO. I", BOOK 42
<br />MAPS & PLATS, PAGE 3, S.J.C.R.
<br />(B) RECORD OF SURVEY, BOOK 35 OF SURVEYS, PAGE 113, .S.J.C.R.
<br />1 (C) RECORD OF SURVEY, BOOK 33 OF SURVEYS, PAGE 133, S.J.C.R.
<br />FD. 3/4" REBAR, TAGGED
<br />LS 7600 PER (B)
<br />SHEET 4 OF 4
<br />CURVE
<br />TABLE
<br />CUR VE
<br />DELTA
<br />RADIUS
<br />LENGTH
<br />C49
<br />58°19'15"
<br />20.00'
<br />20.36'
<br />C50
<br />27°51'48"
<br />330.00'
<br />160.48'
<br />C51
<br />20°53'46"
<br />330.00'
<br />120.35'
<br />C52
<br />6°58'02"
<br />330.00'
<br />40.13'
<br />C53
<br />11'09'48"
<br />363.00'
<br />70.73'
<br />C54
<br />136'13'36"
<br />20.00'
<br />47.55'
<br />C55
<br />1 °25'31 "
<br />473.00'
<br />11.77'
<br />C56
<br />10'27'08"
<br />60.00'
<br />10.95'
<br />C57
<br />111'37'54"
<br />56.00'
<br />109.11'
<br />C58
<br />29°46'49"
<br />56.00'
<br />29.11'
<br />C59
<br />46°02'29"
<br />56.00'
<br />45.00'
<br />C60
<br />35°48'36"
<br />56.00'
<br />35.00'
<br />C61
<br />10'27'08"
<br />60.00'
<br />10.95'
<br />C62
<br />106°13'39"
<br />20.00'
<br />37.08'
<br />C63
<br />1533'59"
<br />330.00'
<br />89.66'
<br />C64
<br />90'00'00"
<br />20.00'
<br />31.42'
<br />C65
<br />6°56'2_9"
<br />455.00'
<br />55.12'
<br />C66
<br />5°56'40"
<br />455.00'
<br />47.21'
<br />BASIS OF BEARINGS:
<br />A COURSE OF SOUTH 00°12'40" WEST
<br />BETWEEN FOUND MONUMENTS NO. 229 AND
<br />230 FOR THE EAST LINE OF THE SOUTHEAST
<br />QUARTER OF SECTION 7, T. 2 S., R. 7 EAST,
<br />M.D.M., BEING ALSO THE CENTERLINE OF
<br />UNION ROAD, WAS USED AS A BASIS FOR
<br />ALL BEARINGS SHOWN ON THIS MAP.
<br />I I_ N89°47'32"W 558.91' SEE SHEET 3
<br />11 27' 27, '...
<br />C73 1 98.91' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00'
<br />C22 1 S t _
<br />I I 1 � 1 53
<br />1 LOT C I,\ jj 8,676 sf 54 O ( O O G O O O
<br />--- I 27,999 sf o° t`t 05,J67 sf Q)( o O o 0 0 0 i C26\ C15 t Tfi _
<br />L w
<br />55 w 56 57 w 58 w 59 w 60 w 61
<br />V A r' o' ' �I ro i_t � 5,351 sf m 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf ro 5,351 sf 00 5,35'1 sf ro
<br />1'6'S ( 1 iq I- N N N N N N N N N
<br />�O' N cV N
<br />r,
<br />0
<br />co o 1 0 o c 10' PUE o 0 0 0 0
<br />12.38' z z Z z z z z z
<br />�9j 2 C16 ri _ i%.- -- --- --- -- -- -- --- -- ---- -- --
<br />S89'04'29"E( o�S, 1 C17 C20 C21 50.00' 50.00' 50.00" 50.00' 50.00' 50.00' 50.00'
<br />C78 C19 N89°47'32"W 402.98'
<br />1 T �C25 N /NAEHL QR/VE
<br />C23 S50°20'44°W("R)
<br />I ------------C27 - yo 445.98"
<br />C24 ! ; _ _ -._-- - - --
<br />C29 N89°47'32"W 570.98'
<br />SCALE. ° 1" z 50'
<br />Na -6q co
<br />TRACT .
<br />. 3784
<br />SUBDIVISIONS OF • rCOUNTY
<br />BEING LOT 47 AND A PORTION OF LOT 53 AS SHOWN
<br />ON THE MAP FOR "MAP NO. 5 CALIFORNIA NILE
<br />GARDEN FARMS" AND FILED FOR RECORD IN VOLUME 7
<br />OF MAPS & PLATS AT PAGE 12 ALSO BEING A
<br />PORTION OF THE SOUTHEAST QUARTER OF
<br />SECTION 7, TOWNSHIP 2 SOUTH, RANGE 7 EAST,
<br />MOUNT DIABLO MERIDIAN
<br />CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br />FEBRUARY, 2016
<br />g)WRTHSTAR ENGINEERING GROUP, INC
<br />23' 23' 1 620 12th Street, Modesto, CA 95,354
<br />' N S89'4T32"E 102.00' (209) 524-3525
<br />h; O
<br />60.00' i ° N u WC 3'
<br />W W 00 25 Q LEGEND.
<br />N
<br />005, 100 sf r o N O SET 3/4"x30" IRON PIPE, TAGGED LS 6946, U.O.N.
<br />Q) oy N ° � ' � O SET 314"x30" IRON PIPE, TAGGED LS 6946, IN
<br />62 S89°4732"E 102.00' m MONUMENT WELL
<br />6,335 sf ro < o N s FOUND MONUMENT AS NOTED
<br />WC 3' N
<br />"� o zoov FOUND MONUMENT IN MONUMENT WELL AS NOTED
<br />14 n I els o 0), N FD. FOUND
<br />SFN SEARCHED, FOUND NOTHING
<br />23' 23'' 5,524 sf 1 � (A) SEE REFERENCES THIS SHEET
<br />40.00'C72 C9 82.00' w (M) MEASURED
<br />S /. C. R. SAN IOAQUIN COUNTY RECORDS
<br />N89"47'32"W DOC. DOCUMENT
<br />-O.R.- OFFICIAL RECORDS
<br />- r�.-- 125.00' ci U.O.N. UNLESS OTHERWISE NOTED
<br />z -M&P- MAPS & PLATS
<br />S89 04 2 I I I _ 14 4---- (R) ° ..� N N I -RS- RECORD OF SURVEY
<br />3.22' I i �_- C30 i� C55,:- - N v �1' ACCESS
<br />N89°4732"W 402.98' N89°4732"W PUE PUBLIC U71LITY EASEMENT
<br />RESERVE R RADIAL BEARING
<br />- - - - ° - 100.98' 50.00' 50.00' 50.00' 50.00' _50.00' 52.00' C4i C64 82.00' (R)
<br />C28 N17"48"16"'W(R \, C.54 -4-- -- -- -- -- - -- - -- -- - -- - � - -- - -- --.- STRIP
<br />S89°04'29"E I I ----=-) J / N01'13'03"W(R) N /� SF SQUARE FEET
<br />C33 L----------- c o
<br />C32 0 ( 10' PUE 2311%03 I WC 3' WITNESS CORNER, DISTANCE FROM TRUE LOCATION
<br />2.85' C34
<br />�� C3s S42°33'21 "W(R) 0 0o N 27 (SEE NOTE 7)
<br />C66 I ------------- I I - - -
<br />52 0 0 0 o I o 01 6,646 sf ° CENTERLINE
<br />- -J ti� 50 ( 49 0 48 ( 47 o I _ o I o --------------- RADIAL LINE
<br />\
<br />C,\31 \ `. 9,884 sf W 51 w 46 Z o �.
<br />M I o-1 r5.000 sf CO o 0 0 0 0 --------
<br />n 7 s1 11J N N 5,000 sf o (5,000 sf; O 5,000 sf 05,000 sf- O 7,114 sf ( o EXISTING LOT LINE
<br />o W 1 W 1 i i^ \ �, C5.3 y 0 0 N o I 23' ._ I S89°47'32"E 102.00' - - - - - -- - EASEMENT LINE
<br />of " " \ \ \_ o 100 PROJECT BOUNDARY
<br />��t C37 C36 V o o i N N N �a w WC 3'
<br />i W �� i C52. _ z 2 N89 °4T 32"W 358.17' I N N o o -- - ._ - - - SECTION LINE
<br />i i I i U i d . �._ 136.17' 50.00' 50.00' _......... N o 28 0
<br />w 5,610 sf N®T�t'J-:
<br />136.17' u 50.00' u 50.00' W 50.00' o 72.00' o a u 72 LOTS, 1 PARK S1 TE STORM DRAIN BASIN
<br />N38°21'35"E R ro ro I z 1. PROJECT CONTAINS
<br />38 i \ - N N N N �i S89'4T32"E 102.00' r
<br />8------------ AND 2 PARK SITE LOTS FOR A TOTAL AREA OF 16.73 ARES.
<br />J 1 (jI I ti �� c5o \ N N N I c 23' I 17.00' WC 3' 2. ALL DISTANCES ARE IN FEET AND DECIMALS THEREOF.
<br />C51 41 00 - ( ( I z 3. ALL DISTANCES ARE GROUND DISTANCES.
<br />it I I OWC 3'x3', iT z o o o o n
<br />? 3 N u ®� C45 \ 8,750 sf O 42 - 0 43 N 44 z m 45 I v m C56 29 0 4. AT THE TIME OF THE SURVEY TRACT NO. 3774 WAS STILL UNDER
<br />m I (p ,' \ \ o o _CO J M ro 5,512 sf �Q CONSTRUCTION AND NO MONUMENTS WERE FOUND PER A
<br />40 \ 05,016 sf 05,048 sf o 5,079 sf o 7,281 sf I V ( )
<br />' I w ` LOT B 3 a ti 7,474 sr C40 \ L1 E%' �� a 5. ALL LOT CORNERS AND RIGHT-OF-WAY POINTS OF CURVATURE:
<br />L ] \I ' 16,041 sf o ��' \ \ a9 5 ' I 1 ; ? V �. S89"4732"E 96.00' SET 314" X 30" IRON PIPE, TAGGED LS 6946 U.O.N.
<br />- LOT A \
<br />10' PUE- 23' -_o 6. WITNESS CORNERS:
<br />52,945 sf Z WC 3' \ �' ll 16.94' WC 3'
<br />L ,j 0 0 0 1.22 Acres N89°03'54"W 137.70' 2 - . - a. - - . __ - - . - - - - 1-L _ - _ _ FRONT LOT CORNERS: SET NAIL & BRASS TAG, STAMPED IS
<br />1 0 z o I I o \ 40. ]2' 50.00' 50.00' 50.00' 51.75 I 6946" AT 4.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE
<br />Z I I N33_i3'42"c(R)J \ C44 C49 C48
<br />u� - N89°03'54"W 241.89' C�8 30
<br />\ \ PROJECTION.
<br />Li -25' WIDE S.S.J.I.D. ACCESS 2 a 10' PUE- C39 N CAPAARA t 5,824 sf n
<br />--�I E �• 39 C41 N89'03'54"W 314.99' WAY N I: REAR LOT CORNERS: SET 314" X 30" IRON PIPE TAGGED LS 6946
<br />,1
<br />EASEMENT PER DOC. # �o S>p°
<br />I I 2016-036514 �� 6, 922 sf \ C\ - - - -' - - - - - - - - - -- ._ - __� 2 jS ON LOT LINE AT OFFSET INDICATED.
<br />WC 3' ; ,N63"14'37"E(R) N / \ ,F( 7. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br />-`-50' WIDE P.G. & E. EASEMENT r, N89°01z,.4"'W 136.7_' - N89°03'54"W 159.12' C61 `�4.5 C57 � w0 WITNESS CORNEP, ARE FROM LOT CORNER TO LOT CORNER, U.O.N.
<br />PER DOC. 2009--134706 N65°26'17"E R �' C62 - X83646" 9 \ �¢ 8. REFER TO THE CITY OF MANTECA TENTATIVE MAP NO. 13-75-03.
<br />O _ 53.94' - 50.00' 50.00'_ W
<br />- - - - - - . 3!. 51, r A PARK SITE%STORM DRAIN BASIN.
<br />25' WIDE S.S.J,1.D. EASEMENT PER Q ' 38 \ IN74"42'27"E(R) o o _-C80 WC 3' 9. LOT 'A' l�
<br />,• C42 ttt --- O 10' PUEJ o 5.18' 10. LOT 'B' AND 'C' ARE PARK SITES.
<br />DOC. t 2009-066213 b',542 sf \ 2T a Q) o 10.00'
<br />N89°03'54"W 123.14' 1S cos 11 G �- 31
<br />15' WIDE P.G. & E. EASEMENT O- i�
<br />PER 309-O.R.-109 we _-----5--O ' 1 w 35 4 34 4' 33 � r= 12,816 sf ro
<br />J76°29'6"E R 38
<br />W
<br />I i 20' WIDE DRAINAGE DITCH EASEMENT ro . 37 J C63 y 7510 sf �11o 5,700 sf � 5,700 sf � 5,556 sf 32 a
<br />PER DOC. #2003-290795 N `o' 8,345 sf C43 0 � LO y, 7,473 sf
<br />1 - - - - - - - - - - --- -- - O n S89 `51 '20"E(R)--- I Z 2 Z ( �o WC 3'x3'
<br />384.38' - - - - < I
<br />50.00' I. - WC 3'x3' -....r > 127, I 27' �-'. 6 WC 3' WC 3' 'WC 3' 380.06'
<br />103.37 131.00'
<br />- - - - - - - - - - 0.02' 50.00' 50.00" 50.00' WC 3 95.82 WC 3' 74.21'
<br />N89°03'54"W 818.44'(M) i 818.43'(8)
<br />�FD. 3/4" REBAR, TAGGED LS 7600 PER S89°4_7'0_0_ "E(R)/ \`S89"43'34"E(R) -
<br />(B); MON. DESTROYED BY CONSTRUCTION
<br />OF TRACT NO. 3774- A 1' ACCESS RESERVE STRIP
<br />20' WIDE DRAINAGE DITCH EASEMENT
<br />O PER DOC. Jj2003-290795
<br />(D.D. SHEET N0. 58) K: Ad13-1227 W"dwo,d Estate3VdwgA5U8V13-122 srlr 3-4 Lors.dwd
<br />REFERENCES:
<br />(A) TRACT N0. 3774 "OLEANDER ESTATES, UNIT NO. I", BOOK 42
<br />MAPS & PLATS, PAGE 3, S.J.C.R.
<br />(B) RECORD OF SURVEY, BOOK 35 OF SURVEYS, PAGE 113, .S.J.C.R.
<br />1 (C) RECORD OF SURVEY, BOOK 33 OF SURVEYS, PAGE 133, S.J.C.R.
<br />FD. 3/4" REBAR, TAGGED
<br />LS 7600 PER (B)
<br />SHEET 4 OF 4
<br />
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