|
Lo
<br />Ng
<br />ai
<br />A=9006'15"
<br />R= 70. co' WOOOWARD A VENUE °
<br />L=110.GP' .SEE DETAIL sgE"
<br />589'46°40"W 1323.49'
<br />13' WIDENING OF RIGHT OF WAY DEDICATION
<br />58946'40"W 7323.39'
<br />- 1/4 SECTION LINE-- __
<br />Q
<br />v`• 9'1.�6' � � E06-1-0,
<br />TIDAL _ .___�. v 93550'_ --�STREET_.- 127.82'LOT LDv o- -- --o o• - v v oLOT LC`3-16'C.D/J' \ / 160.00'.1.26w 58446'40"W C107 o 589"46'7U"b'✓ C7, 0 -0 0710 5'8946'40"W 071110 0112 589'46'40"W IO J -
<br />j �`
<br />✓ 114.26' 'd- gOvo'cO" l I' I SEE DETAIL >p F, 1 � 123 l2J' 1
<br />N8946'40'E - R=60.00' SHEET O J
<br />s Lu ;� `�` N3946'40 E
<br />-
<br />4.56' "E
<br />rte/ 4.86°
<br />10 1. 26
<br />114.26'
<br />N89'46'40 E'
<br />r�
<br />Gt �'
<br />(A;) RECORD OF SURVEY, BOOK 3.5 PAGE 133, SJ.C.R.
<br />(B) "TERRA RANCH UNIT NO. 1-1 43-M&P-21, S J. C. R.
<br />(C) RECORD OF SURVEY, BOOK 37, PAGE 150, SJ.C.R. 571 29'39'E
<br />x42.79'
<br />--------------------------------
<br />-_- -����
<br />WOODWARD AVENUE i
<br />13' RIGHT OF I'VAY DEDICATION
<br />s # 9
<br />N3946'4U'E 112782 i
<br />i 31.26
<br />i11.00'-
<br />_6=90"00'06 90`06'15" °'23.00' TIDAL STREET
<br />R=60.00'
<br />R=70.00 N00'13'2U"W
<br />L-94.25'
<br />i
<br />L=110.08' 38.00' �- 15500'
<br />i LOT LD 589'46'40"W i
<br />i
<br />i 7,315 SF ! ,__NCO'13'20",6' i
<br />i 1_01.26' p 14.99' i
<br />i N(5946'40'E i
<br />P E A ®( ""Eff
<br />S89'40'26"W
<br />185.39'
<br />16' W C.
<br />LOT C
<br />28.03 ACRES
<br />20
<br />15
<br />21
<br />a a
<br />o v
<br />Z 14
<br />FD. VOLT & WASHER IN' MON. WELL
<br />AT W. 1/4 COR. SEC 12 PER
<br />(B)(C): C.O.M. GPS ,�20,5(A)
<br />25.00'
<br />L=82.17' 2
<br />C50, --,4p ..°� F
<br />90358 c�"�✓(rr) � �..��- � !1��a� �}-Lr'\ .-,
<br />46.00' X681 {�O
<br />99F1T
<br />tih� 'g,•I�rh b �9.a 4
<br />\Ao
<br />�f` ✓69627'{y �`r €`����
<br />0-1
<br />LOT D
<br />p17T�J',,-� J ,a✓7?2,9;a✓•�y,. g °�a��.A.�,.`m ....,0 `�` ��6� 7�g�
<br />dq G=02737"- O-._.---.%�OiJ' (/?� td •,e,��� O,
<br />R=56500' _" r
<br />'N,\L=355' � NOTES: O.
<br />_., 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. ~\
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 16-10. �s�?
<br />J. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR j3:>•-
<br />VOLUME PRECEDES PAGE. \ stege 4
<br />4 ALL DISTANCES' SHOWN ALONG A LOT LINE TVAT CONTAINS A WITNESS C'ORNFR
<br />/I ~' ARE FROM LOT CORNER TO LOT CORNER.
<br />v/ 5. ALL LOT CORNERS: SET 3/4" X 30' IRON PIPE; TAGGED LS 9099, t1.O.N.
<br />6. WITNESS CORNERS: FRONT LOT CORNER , SAW CUT '-h' 1N CONCRETE AT
<br />1.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE PROJECTION.
<br />f j 7. SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND AND ADDITIONAL NOTES.
<br />% 8. LANDSCAPE_- LOTS ("LA", "LB" "LC" & "LD') ARE COVERED ENTIRELY BY A
<br />PUBLIC UTILITY EASEMENT
<br />_
<br />o LOT !� 9. YYE HEREBY MAKE AN IRREVOCABLE OFFER TO PROVIDE A PRIVATE ACCESS
<br />rn EASEMENT FOR 771E BENEFIT OF LOTS D & E AS NECESSARY UPON
<br />D CONVEYANCE OF ANY OR ALL LOTS SAID EASEMENT NOT CREAMED BY THIS
<br />FINAL MAP. THIS FINAL MAP IS SUBJECT TO THE PROVISIONS OF A N077C'E OF
<br />O% MAJOR SUBDIVISION RESTRICTION R -CORDED OAJi'�' z_�_% AS
<br />DOCUMENT NO. SAN JOAOUIN COJJNTY RECORDS.
<br />A: V75 -1658j1 I lllm\15-1653b arbor bend unit I sht 5 1012JI2020 10:11 AV
<br />L=14.46'
<br />LOT
<br />A C �t IR' .
<br />SUBDIVISIONS
<br />Aw low
<br />5104-,
<br />su
<br />OF PORTIONS OF THE EAST OT^J -HALF OF THE
<br />SOUTHEAST- 114 OF SECTJON 11 AND THE
<br />WEST ONE-HALF OF THE SOUTHINEST 1/4 OF
<br />SECTION 12, TOWNSHII) 2 SOUTH, RANGE G EAST,
<br />MOUNT DIABLO MERIDIAN,
<br />CIT7' OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br />MAY, 2020
<br />RTIISTAR ENGINEERING GROUP, INC.
<br />820 12th 'treet, Modesto, C,1 05354
<br />(20J) 524-3525
<br />I �
<br />i
<br />NI1'U'09'E(R) ,D/ -(OVERALL_ CL) i
<br />B �- O l� < ��� �a� \ =1196.00' {
<br />6'
<br />C5UI ti 1,�4"12 g1' 3� 32,� l =86.73'
<br />0 i
<br />N N6 11 2 p
<br />'51
<br />S• 9
<br />i m a �5<< CJS �B r�o�uF,352j35 „� 9 i
<br />L 057,0( jg162 0
<br />- - 23
<br />7 \ i
<br />Vo as ©J
<br />LOT H !
<br />0/\,O-^' 46.00.,W(R)
<br />00. )
<br />W « PRIVATE ACCESS
<br />,a�� / •�'i
<br />S14-37'11 �� EASEMENT BY i
<br />SEPARA7E DOCUMENT i
<br />LOT C SEE NOTE 9. i
<br />D1ETAIL. g'E"
<br />r1
<br />o J
<br />i�
<br />ri
<br />](4( 0 100 200
<br />LOT A
<br />115, I SCA[ -E: 1' = 100'
<br />ico/
<br />-i
<br />MONUMENT" LEGEND:
<br />0 SET 3/4" x 30" IRON PIPE TAGGED LS 9099,
<br />U. 0. N.
<br />SET 3/4" x 30" IRON PIPE TAGGED LS 9099
<br />1N MONUMENT WELL, U.O.N.
<br />SET 3.00' WITNESS CORNER 3/4" x .30" IRON
<br />PIPE, TAGGED LS 9099, U.O.N.
<br />SET 3.00' x 3.00' WITNESS CORNER .3/4" x 30"
<br />IRON PIPE, TAGGED LS 909.9, U.O.N.
<br />® FOUND 3/4" IRON PIPE., TAGGED LS 6406 PER YB), U.O.N.
<br />FOUND 3/4" IRON PIPE TAGGED LS 9099 IN IYONUMENT
<br />WELL (B), U.O.N.
<br />'-CUR'✓EAv
<br />b C 1 �
<br />075
<br />020
<br />C23
<br />C23_
<br />C24
<br />�C LTA
<br />1710'46'
<br />90�C0'OCJ"
<br />20 3239"
<br />_ �17i'23"
<br />-�
<br />4 `17'23"
<br />7 32'09"
<br />245'14"
<br />4 c� §,,+N
<br />LENGTH
<br />81.86'
<br />94.25'
<br />81.39'
<br />1G'�.30'
<br />104.30'
<br />36.72'
<br />65.85'
<br />_625
<br />026
<br />C21
<br />C'.
<br />J ,v
<br />O "1) 0--
<br />07.66 �+'-�
<br />11 I._.
<br />�}
<br />t• G
<br />`o ��
<br />39.26'
<br />050
<br />N. C.`�
<br />c�, o �..�
<br />77
<br />C51'
<br />l 4591'
<br />fat V7
<br />c„]
<br />052
<br />__
<br />3YJ3'57'
<br />e� O
<br />��
<br />19
<br />II�~•Iv
<br />C53
<br />_
<br />4"49;18"_
<br />1730.00'
<br />8683'
<br />_
<br />0,54142226"
<br />250.00'
<br />co _
<br />4.56' "E
<br />rte/ 4.86°
<br />10 1. 26
<br />114.26'
<br />N89'46'40 E'
<br />r�
<br />Gt �'
<br />(A;) RECORD OF SURVEY, BOOK 3.5 PAGE 133, SJ.C.R.
<br />(B) "TERRA RANCH UNIT NO. 1-1 43-M&P-21, S J. C. R.
<br />(C) RECORD OF SURVEY, BOOK 37, PAGE 150, SJ.C.R. 571 29'39'E
<br />x42.79'
<br />--------------------------------
<br />-_- -����
<br />WOODWARD AVENUE i
<br />13' RIGHT OF I'VAY DEDICATION
<br />s # 9
<br />N3946'4U'E 112782 i
<br />i 31.26
<br />i11.00'-
<br />_6=90"00'06 90`06'15" °'23.00' TIDAL STREET
<br />R=60.00'
<br />R=70.00 N00'13'2U"W
<br />L-94.25'
<br />i
<br />L=110.08' 38.00' �- 15500'
<br />i LOT LD 589'46'40"W i
<br />i
<br />i 7,315 SF ! ,__NCO'13'20",6' i
<br />i 1_01.26' p 14.99' i
<br />i N(5946'40'E i
<br />P E A ®( ""Eff
<br />S89'40'26"W
<br />185.39'
<br />16' W C.
<br />LOT C
<br />28.03 ACRES
<br />20
<br />15
<br />21
<br />a a
<br />o v
<br />Z 14
<br />FD. VOLT & WASHER IN' MON. WELL
<br />AT W. 1/4 COR. SEC 12 PER
<br />(B)(C): C.O.M. GPS ,�20,5(A)
<br />25.00'
<br />L=82.17' 2
<br />C50, --,4p ..°� F
<br />90358 c�"�✓(rr) � �..��- � !1��a� �}-Lr'\ .-,
<br />46.00' X681 {�O
<br />99F1T
<br />tih� 'g,•I�rh b �9.a 4
<br />\Ao
<br />�f` ✓69627'{y �`r €`����
<br />0-1
<br />LOT D
<br />p17T�J',,-� J ,a✓7?2,9;a✓•�y,. g °�a��.A.�,.`m ....,0 `�` ��6� 7�g�
<br />dq G=02737"- O-._.---.%�OiJ' (/?� td •,e,��� O,
<br />R=56500' _" r
<br />'N,\L=355' � NOTES: O.
<br />_., 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. ~\
<br />2. THIS MAP REFERS TO APPROVED TENTATIVE MAP TSM 16-10. �s�?
<br />J. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR j3:>•-
<br />VOLUME PRECEDES PAGE. \ stege 4
<br />4 ALL DISTANCES' SHOWN ALONG A LOT LINE TVAT CONTAINS A WITNESS C'ORNFR
<br />/I ~' ARE FROM LOT CORNER TO LOT CORNER.
<br />v/ 5. ALL LOT CORNERS: SET 3/4" X 30' IRON PIPE; TAGGED LS 9099, t1.O.N.
<br />6. WITNESS CORNERS: FRONT LOT CORNER , SAW CUT '-h' 1N CONCRETE AT
<br />1.00 -FOOT DISTANCE FROM LOT CORNER ON LOT LINE PROJECTION.
<br />f j 7. SEE SHEET 2 FOR BASIS OF BEARINGS, LEGEND AND ADDITIONAL NOTES.
<br />% 8. LANDSCAPE_- LOTS ("LA", "LB" "LC" & "LD') ARE COVERED ENTIRELY BY A
<br />PUBLIC UTILITY EASEMENT
<br />_
<br />o LOT !� 9. YYE HEREBY MAKE AN IRREVOCABLE OFFER TO PROVIDE A PRIVATE ACCESS
<br />rn EASEMENT FOR 771E BENEFIT OF LOTS D & E AS NECESSARY UPON
<br />D CONVEYANCE OF ANY OR ALL LOTS SAID EASEMENT NOT CREAMED BY THIS
<br />FINAL MAP. THIS FINAL MAP IS SUBJECT TO THE PROVISIONS OF A N077C'E OF
<br />O% MAJOR SUBDIVISION RESTRICTION R -CORDED OAJi'�' z_�_% AS
<br />DOCUMENT NO. SAN JOAOUIN COJJNTY RECORDS.
<br />A: V75 -1658j1 I lllm\15-1653b arbor bend unit I sht 5 1012JI2020 10:11 AV
<br />L=14.46'
<br />LOT
<br />A C �t IR' .
<br />SUBDIVISIONS
<br />Aw low
<br />5104-,
<br />su
<br />OF PORTIONS OF THE EAST OT^J -HALF OF THE
<br />SOUTHEAST- 114 OF SECTJON 11 AND THE
<br />WEST ONE-HALF OF THE SOUTHINEST 1/4 OF
<br />SECTION 12, TOWNSHII) 2 SOUTH, RANGE G EAST,
<br />MOUNT DIABLO MERIDIAN,
<br />CIT7' OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br />MAY, 2020
<br />RTIISTAR ENGINEERING GROUP, INC.
<br />820 12th 'treet, Modesto, C,1 05354
<br />(20J) 524-3525
<br />I �
<br />i
<br />NI1'U'09'E(R) ,D/ -(OVERALL_ CL) i
<br />B �- O l� < ��� �a� \ =1196.00' {
<br />6'
<br />C5UI ti 1,�4"12 g1' 3� 32,� l =86.73'
<br />0 i
<br />N N6 11 2 p
<br />'51
<br />S• 9
<br />i m a �5<< CJS �B r�o�uF,352j35 „� 9 i
<br />L 057,0( jg162 0
<br />- - 23
<br />7 \ i
<br />Vo as ©J
<br />LOT H !
<br />0/\,O-^' 46.00.,W(R)
<br />00. )
<br />W « PRIVATE ACCESS
<br />,a�� / •�'i
<br />S14-37'11 �� EASEMENT BY i
<br />SEPARA7E DOCUMENT i
<br />LOT C SEE NOTE 9. i
<br />D1ETAIL. g'E"
<br />r1
<br />o J
<br />i�
<br />ri
<br />](4( 0 100 200
<br />LOT A
<br />115, I SCA[ -E: 1' = 100'
<br />ico/
<br />-i
<br />MONUMENT" LEGEND:
<br />0 SET 3/4" x 30" IRON PIPE TAGGED LS 9099,
<br />U. 0. N.
<br />SET 3/4" x 30" IRON PIPE TAGGED LS 9099
<br />1N MONUMENT WELL, U.O.N.
<br />SET 3.00' WITNESS CORNER 3/4" x .30" IRON
<br />PIPE, TAGGED LS 9099, U.O.N.
<br />SET 3.00' x 3.00' WITNESS CORNER .3/4" x 30"
<br />IRON PIPE, TAGGED LS 909.9, U.O.N.
<br />® FOUND 3/4" IRON PIPE., TAGGED LS 6406 PER YB), U.O.N.
<br />FOUND 3/4" IRON PIPE TAGGED LS 9099 IN IYONUMENT
<br />WELL (B), U.O.N.
<br />'-CUR'✓EAv
<br />b C 1 �
<br />075
<br />020
<br />C23
<br />C23_
<br />C24
<br />�C LTA
<br />1710'46'
<br />90�C0'OCJ"
<br />20 3239"
<br />_ �17i'23"
<br />-�
<br />4 `17'23"
<br />7 32'09"
<br />245'14"
<br />RADIUS
<br />1 273.00'
<br />60.D0'
<br />2 27. UO'
<br />7393/10
<br />1,39,3.00'
<br />1370.00'
<br />1370_00'
<br />LENGTH
<br />81.86'
<br />94.25'
<br />81.39'
<br />1G'�.30'
<br />104.30'
<br />36.72'
<br />65.85'
<br />_625
<br />026
<br />C21
<br />_
<br />_ 4'lT 23"Y370.00'
<br />07625"
<br />9531'12"
<br />1347.00'_6.43'
<br />20.00'
<br />102.57'
<br />I
<br />_ ,33.34'
<br />-028
<br />0'15
<br />_
<br />2 U ` 56'"
<br />1089.00'
<br />39.26'
<br />050
<br />112'50'44'
<br />20.90'
<br />_
<br />39.39'
<br />C51'
<br />l 4591'
<br />1030.00'
<br />31.71'
<br />052
<br />__
<br />3YJ3'57'
<br />1030.00'
<br />55.11'
<br />C53
<br />_
<br />4"49;18"_
<br />1730.00'
<br />8683'
<br />_
<br />0,54142226"
<br />250.00'
<br />62.72'
<br />055
<br />_ 128'
<br />11 '4
<br />250.00'
<br />57.45'
<br />_
<br />.26'T 9_'5_4
<br />250.00'
<br />114.17'
<br />�C'S71_6'51'29'
<br />32.68'
<br />058
<br />761/j5"
<br />__273.00'
<br />2'0.00'
<br />26.69'
<br />059
<br />i'02 S9T'
<br />1007.00'
<br />18.45'
<br />C150
<br />�Cfil
<br />' F15'42'49"
<br />___ 131'48"
<br />20.0_0_'
<br />285.00'
<br />29.92'
<br />1259'
<br />0107
<br />j 90`00'00"
<br />20.00'
<br />31.42'
<br />0708'OU�OC
<br />loo "
<br />20. 00'
<br />31.42'
<br />0109
<br />9Gvon`
<br />20.00'
<br />31.42'
<br />5'0"00'00"
<br />20.00142'
<br />j
<br />'00'"
<br />20.00
<br />31.42C7
<br />90 "00'00'
<br />_
<br />20. CO'
<br />_ 31.42'
<br />W
<br />
|