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<br />v0
<br />BASIS OF BEARINGS
<br />S88'16'44"W 324.37'(M -M) _
<br />to
<br />N `
<br />► Z L. Q.
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<br />S88'16'44"W 741 '
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<br />_ _ _ _ _ _ _ _ _ - - 6
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<br />FN ► C)=*:
<br />d U SFNF
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<br />0 58.75' - - N88'16'44"E 183.13' - - -�- - /
<br />CITY OF
<br />S8816 44
<br />S88'16'44"W 217.78'(T) - - -- 72.08' S42'08'38"E
<br />0 26.09'- -40.00' T:-�_
<br />71.20'
<br />69.81'x N 29.73' C'�6, I N vry 1 o I oco U, 22.34' 30.45(T)
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<br />Z 58 \9� �� --T z I I� I� �� ��`°� � �I
<br />a) 1 C18 / 28.00'/ 28:00 �, - z -C22 z = i, 8.11' `�' Y "�
<br />�' - p�1 -o I �� 26.09' 34.17' C23 � rn
<br />S881 6'44"W 60.26 R=72 0\ �°� I N
<br />185 S88'1644"W � 26.00'-�1 1 0 0\9�A ,' `'� 5 � N o
<br />_ - I 59 \ ,'g'�` `�° 1 c`' 16.09' S88'16'44"W 108.26' o'er -L50 R 8• r� w
<br />()
<br />�o . 0, SOARING DRIVE l o s��s s , i'Ba.6o -' �I Clq
<br />coo I S8816 44"W 64.09 1,6 ��� \ 513 it'd � N
<br />_ S88"16'44'"W 172.35 1
<br />/ z
<br />86.06_ 26.00' cn 6 of z
<br />SEE DETAIL "E =_ �, Lu
<br />- 60 -- o -- 87 /. 1 M�� 86 L51(R) 26.00' o C51 _j
<br />1 26.00' 26.00' col f _ S823400" J
<br />z 32 3910
<br />� L52(R) .E 75.00' VO �
<br />L24� _ S81' " �,
<br />1 `" '_ / I L25 _ E 10- 183- _ � o � rW)
<br />�--- - - - - S88'25'06"W 106.12'
<br />-
<br />I I of \� N/ 7 N
<br />61 N 0 88 o�J' 85 M 58174'26"E °' 58 0
<br />oO �1 ►^- S80 03' DETAIL „E.. �� 1 r - - _ _ 7_5.35' � _ L53(R 0 58.00' _ �7�
<br />I _ - _ 2 " _ )
<br />N S88'25'06"W 106.12' � 1- 4_31' / �� 8 _ �r�r� r r r�
<br />�, �_ o N o, o ;�I\�J 161
<br />_ 1 62 I in w► �I 89 w1 84 d 'S7951'S7"E 7 ,v a' // S� ,i 2S'
<br />m Z) �I _ - _ _ _ . 57834,04"E ' /U / '1-5.84 - L54(R) ^' 00�� �1BS'OTc ,
<br />to
<br />- - i S88'25'06„W 106.12 M 85.69 v j L
<br />I- I O I / 9 I ` ���
<br />= 1 6 3 I LL Q LLJN of 90 N S I.- 83 /� S782927"
<br />W S77• , 76.33' �► R=828.00' / R=772.00
<br />- - _ _ _ _ 04 46" ,� ' - _ L55(R) " D_ 3'52'24"
<br />Lu Q I S88'25'06"W 106.12' ��E �5•g4' 3 0, - D=7'35 55 �� _
<br />L-52.19
<br />I NI 6.91' C81(R) 10.78 I / 10 W.E &NAL=109.81^
<br />91 ,-_C82-�rr`�`� /co /� / S77p6,58"
<br />64 L94(R) °'I L82 r c'S7 82 �` ' - E 7 , ; o' �3• ,
<br />R=502.00' I =� C69 (R) 538,29" / o _- _6 81 L56(R) N ry/, \�2328'ly // FND 3/4" IRON PIN ABBREVIATIONS
<br />Hmgq an 9 5 C
<br />TRACT N0. 4151
<br />BEING ALL OF THE LAND DESCRIBED IN THAT CERTAIN GRANT DEED
<br />RECORDED ON - u us -r Zq 2023 AS INSTRUMENT NO.
<br />2023-oLo869LE FFlCIAL RECORDS OF SAN- JOAQUIN COUNTY.
<br />LATHROP - SAN JOAQUIN COUNTY - CALIFORNIA
<br />AUGUST, 2023
<br />DETAIL "E"
<br />0 25' 50' 100' 1 " = 10'
<br />Scale 1 " = 50' ft r -
<br />/ IML6 r
<br />\\
<br />/ 87 � 86 \\
<br />12
<br />/ 1 \
<br />S813239" , \
<br />N1'34'54"W - -E--1_83 _ I
<br />I 0.21' N1 *43'16"W
<br />- 5.34' I
<br />S88'25'06"W 106.12'
<br />I �
<br />1
<br />o I 00
<br />1\ C5 M /
<br />88 85 %
<br />\\ 1 N
<br />LEGEND
<br />D=7'34'53" M S88'25 06 W 96.93 7320 o ►r "
<br />). - a �• 1 N76'19 51 W, 0.13' ESMT = EASEMENT
<br />L=66.42' -q ►^- ~ ' 1 1 "� p0 /'� i/ R.C.E. 14269 (R3)(R4) FND = FOUND
<br />6 5 I M I _ 9 2 183iR) �i U 81 ^ S75 44'29" v ham'% �; /
<br />11 _ --`- / 'T E- 7 DOC =DOCUMENT
<br />- - 1 L95(R) I o I �84(R), _ S74 06' " c� �; J l - ~ `` _730 / L5 rn INT =INTERSECTION
<br />l - o ^ I , I.P. =IRON PIPE
<br />N o _ I S88'25'O6"W 86.25'/ d ` �E 320' vl�o ` - -
<br />" 1 2 M /^ / co Ini / LS = LAND SURVEYOR
<br />LO
<br />_C8S(R)` ry 80 /� ^ O S7421'gg" c� M o cn`� /"� Q o� M = MAP
<br />E rn o
<br />� 93 �86(R 7 � / u h MON
<br />\\) S?36, /v ^ _ o / /�-MONUMENT
<br />26.00' 026.00' 12.78 S3"E r? �' (g8 w O ri /�'
<br />- - " _ h �\ i32p, 0 10' , c� 1 3 N (R) �� / �o „/wry M -M =MONUMENT TO MONUMENT
<br />I S88'25 06 W 76.13 ` _ P (/ / / `n ,^'� ^� o r // r / r r� ML -M = MONUMENT LINE TO MONUMENT
<br />� v oo E. S72, c^; / N U, O /C.,
<br />, r�r-�r�rrI67 N a, 94�8� S 79 / �� 5830"E 7 0 rN ohN.A. =NON -ACCESS
<br />�?� (R 71' �.� \ 3 . ^� / „ a O �,/;� PI\iJ J�1 NAP = NOT A PART
<br />)w 0 h M CV
<br />36'_27
<br />N �� " ^`� 7\E 7320'U i� / 14 CS9(R) / o o p O.R. = OFFICIAL RECORDS
<br />� N 3 N88 25 06 E 64.59 6X88 o o 0 o ai �/ /// PM =PARCEL MAPS
<br />I ������R) 78 / l� ^`� 5,131'0 U / / rN Cy NI PT&T = PACIFIC TELEPHONE AND TELEGRAPH
<br />► 68 I LO �; rn Z89(R) S6938, co i; co / �87g, i^ �I ,� / P.U.E. = PUBLIC UTILITY EASEMENT
<br />► N Cj
<br />;n `n T I \E 73 / V/ - C60 / I (R) =RADIAL
<br />�1 `\ 95 /,NN X20 S7 1 5 --iR) R1 =REFERENCE NUMBER (TYPICAL)
<br />D OF
<br />► 26.Oploy P.U.E. I X900)^ 56809, 77 /� a / 0743\ �92 , / C7g(R) _ _ R/W = RIGHT OROF WAY SURVEY
<br />69 3 / SFNF =SEARCHED FOR NOT FOUND
<br />-- 026.00 1 �, V.
<br />7 v /o /v /
<br />V
<br />320' o /�' / a;--C61(R) ► D=4'18'01" (T) = TOTAL
<br />�91(R)/ 76 �� �� 0 5685 , 16 \-- L=57.94' W.E. = WALL EASEMENT
<br />�2 01 " _ 56. '
<br />00
<br />1 � � S �/ o0
<br />I 70 o rn1 669\F -
<br />320, /i X62
<br />17 N9'07'27"E 250
<br />72.38' , PT&T ESMT REFERENCES:
<br />o '�� 75 /� / �E 8p 18 l " (1854 O,R. 72) (R1) TRACT MAP N0. 3438 (41 M 20)
<br />71 o\� oo. 0 ��- C' v S9 06 50 W 74.12
<br />N7/4 L2 L23/ �9 (R / 18 �63(R) (R2) PARCEL MAP 04 -08 -PM (23 PM 146)
<br />3) /'\ -_56 , (R3) PARCEL MAP (2 PM 167)
<br />C6� ` 00 _ - - (R4) PARCEL MAP (3 PM 170)
<br />\ \\�S1 O�� N j / ► ► �- - - (R5) MAP OF SURVEY (11 M 118)
<br />72
<br />/ ' /, \ \ 9S�7J /o 1 9 S80'525 00 I I' S9(R6) GRANT DEED (2002-143548 O.R.)
<br />'07'27"W 59.90'
<br />SEE SHEET 6 °
<br />TI -1- IT
<br />ABUTTER'S RIGHTS RELINQUISHED
<br />BOUNDARY OF SUBJECT PROPERTY
<br />DIMENSION / TIE LINES
<br />EASEMENT LINES
<br />LOT LINES
<br />MONUMENT LINES
<br />IRON PIPE FOUND
<br />IRON PIPE SET, LS "8654"
<br />MONUMENT FOUND, AS NOTED
<br />MONUMENT SET, LS "8654"
<br />FOUND MONUMENT, AS NOTED
<br />1. ALL DISTANCES SHOWN HEREON ARE IN FEET AND
<br />DECIMALS THEREOF.
<br />2. ALL DISTANCES MEASURED, UNLESS OTHERWISE NOTED.
<br />3. ALL LOT LINES ARE RADIAL TO PUBLIC RIGHT OF WAY
<br />DEDICATIONS UNLESS OTHERWISE NOTED .
<br />4. CHISELED CROSSES WILL BE SET AT EACH
<br />PROPERTY CORNER ALONG THE STREET RIGHT
<br />OF WAYS, UNLESS OTHERWISE SHOWN.
<br />5. SEE SHEET 7 FOR LINE, CURVE AND LOT AREA TABLES.
<br />6. ALL 10' P.U.E.'S ARE PARALLEL TO THE PROPOSED
<br />PUBLIC RIGHT OF WAY DEDICATIONS AS SHOWN
<br />HEREON.
<br />rk W KIER+WRIGHT
<br />J
<br />2850 Collier Canyon Road Phone: (925) 245-8788
<br />Livermore, CA 94551 www.kierwright.com
<br />JOB NO.: A21702 SHEET 4 OF 8 SHEETS
<br />414 - '13 G
<br />N
<br />► W o
<br />U I
<br />W
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<br />FN ► C)=*:
<br />d U SFNF
<br />Z o (131)(R5) /
<br />0 58.75' - - N88'16'44"E 183.13' - - -�- - /
<br />CITY OF
<br />S8816 44
<br />S88'16'44"W 217.78'(T) - - -- 72.08' S42'08'38"E
<br />0 26.09'- -40.00' T:-�_
<br />71.20'
<br />69.81'x N 29.73' C'�6, I N vry 1 o I oco U, 22.34' 30.45(T)
<br />N
<br />t�
<br />oil I� 1� �O
<br />�� IcD o o a 3 2 3 3 r�
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<br />�3 rn - M pno:� MI I 4 z ,
<br />f I I' rp N
<br />Z 58 \9� �� --T z I I� I� �� ��`°� � �I
<br />a) 1 C18 / 28.00'/ 28:00 �, - z -C22 z = i, 8.11' `�' Y "�
<br />�' - p�1 -o I �� 26.09' 34.17' C23 � rn
<br />S881 6'44"W 60.26 R=72 0\ �°� I N
<br />185 S88'1644"W � 26.00'-�1 1 0 0\9�A ,' `'� 5 � N o
<br />_ - I 59 \ ,'g'�` `�° 1 c`' 16.09' S88'16'44"W 108.26' o'er -L50 R 8• r� w
<br />()
<br />�o . 0, SOARING DRIVE l o s��s s , i'Ba.6o -' �I Clq
<br />coo I S8816 44"W 64.09 1,6 ��� \ 513 it'd � N
<br />_ S88"16'44'"W 172.35 1
<br />/ z
<br />86.06_ 26.00' cn 6 of z
<br />SEE DETAIL "E =_ �, Lu
<br />- 60 -- o -- 87 /. 1 M�� 86 L51(R) 26.00' o C51 _j
<br />1 26.00' 26.00' col f _ S823400" J
<br />z 32 3910
<br />� L52(R) .E 75.00' VO �
<br />L24� _ S81' " �,
<br />1 `" '_ / I L25 _ E 10- 183- _ � o � rW)
<br />�--- - - - - S88'25'06"W 106.12'
<br />-
<br />I I of \� N/ 7 N
<br />61 N 0 88 o�J' 85 M 58174'26"E °' 58 0
<br />oO �1 ►^- S80 03' DETAIL „E.. �� 1 r - - _ _ 7_5.35' � _ L53(R 0 58.00' _ �7�
<br />I _ - _ 2 " _ )
<br />N S88'25'06"W 106.12' � 1- 4_31' / �� 8 _ �r�r� r r r�
<br />�, �_ o N o, o ;�I\�J 161
<br />_ 1 62 I in w► �I 89 w1 84 d 'S7951'S7"E 7 ,v a' // S� ,i 2S'
<br />m Z) �I _ - _ _ _ . 57834,04"E ' /U / '1-5.84 - L54(R) ^' 00�� �1BS'OTc ,
<br />to
<br />- - i S88'25'06„W 106.12 M 85.69 v j L
<br />I- I O I / 9 I ` ���
<br />= 1 6 3 I LL Q LLJN of 90 N S I.- 83 /� S782927"
<br />W S77• , 76.33' �► R=828.00' / R=772.00
<br />- - _ _ _ _ 04 46" ,� ' - _ L55(R) " D_ 3'52'24"
<br />Lu Q I S88'25'06"W 106.12' ��E �5•g4' 3 0, - D=7'35 55 �� _
<br />L-52.19
<br />I NI 6.91' C81(R) 10.78 I / 10 W.E &NAL=109.81^
<br />91 ,-_C82-�rr`�`� /co /� / S77p6,58"
<br />64 L94(R) °'I L82 r c'S7 82 �` ' - E 7 , ; o' �3• ,
<br />R=502.00' I =� C69 (R) 538,29" / o _- _6 81 L56(R) N ry/, \�2328'ly // FND 3/4" IRON PIN ABBREVIATIONS
<br />Hmgq an 9 5 C
<br />TRACT N0. 4151
<br />BEING ALL OF THE LAND DESCRIBED IN THAT CERTAIN GRANT DEED
<br />RECORDED ON - u us -r Zq 2023 AS INSTRUMENT NO.
<br />2023-oLo869LE FFlCIAL RECORDS OF SAN- JOAQUIN COUNTY.
<br />LATHROP - SAN JOAQUIN COUNTY - CALIFORNIA
<br />AUGUST, 2023
<br />DETAIL "E"
<br />0 25' 50' 100' 1 " = 10'
<br />Scale 1 " = 50' ft r -
<br />/ IML6 r
<br />\\
<br />/ 87 � 86 \\
<br />12
<br />/ 1 \
<br />S813239" , \
<br />N1'34'54"W - -E--1_83 _ I
<br />I 0.21' N1 *43'16"W
<br />- 5.34' I
<br />S88'25'06"W 106.12'
<br />I �
<br />1
<br />o I 00
<br />1\ C5 M /
<br />88 85 %
<br />\\ 1 N
<br />LEGEND
<br />D=7'34'53" M S88'25 06 W 96.93 7320 o ►r "
<br />). - a �• 1 N76'19 51 W, 0.13' ESMT = EASEMENT
<br />L=66.42' -q ►^- ~ ' 1 1 "� p0 /'� i/ R.C.E. 14269 (R3)(R4) FND = FOUND
<br />6 5 I M I _ 9 2 183iR) �i U 81 ^ S75 44'29" v ham'% �; /
<br />11 _ --`- / 'T E- 7 DOC =DOCUMENT
<br />- - 1 L95(R) I o I �84(R), _ S74 06' " c� �; J l - ~ `` _730 / L5 rn INT =INTERSECTION
<br />l - o ^ I , I.P. =IRON PIPE
<br />N o _ I S88'25'O6"W 86.25'/ d ` �E 320' vl�o ` - -
<br />" 1 2 M /^ / co Ini / LS = LAND SURVEYOR
<br />LO
<br />_C8S(R)` ry 80 /� ^ O S7421'gg" c� M o cn`� /"� Q o� M = MAP
<br />E rn o
<br />� 93 �86(R 7 � / u h MON
<br />\\) S?36, /v ^ _ o / /�-MONUMENT
<br />26.00' 026.00' 12.78 S3"E r? �' (g8 w O ri /�'
<br />- - " _ h �\ i32p, 0 10' , c� 1 3 N (R) �� / �o „/wry M -M =MONUMENT TO MONUMENT
<br />I S88'25 06 W 76.13 ` _ P (/ / / `n ,^'� ^� o r // r / r r� ML -M = MONUMENT LINE TO MONUMENT
<br />� v oo E. S72, c^; / N U, O /C.,
<br />, r�r-�r�rrI67 N a, 94�8� S 79 / �� 5830"E 7 0 rN ohN.A. =NON -ACCESS
<br />�?� (R 71' �.� \ 3 . ^� / „ a O �,/;� PI\iJ J�1 NAP = NOT A PART
<br />)w 0 h M CV
<br />36'_27
<br />N �� " ^`� 7\E 7320'U i� / 14 CS9(R) / o o p O.R. = OFFICIAL RECORDS
<br />� N 3 N88 25 06 E 64.59 6X88 o o 0 o ai �/ /// PM =PARCEL MAPS
<br />I ������R) 78 / l� ^`� 5,131'0 U / / rN Cy NI PT&T = PACIFIC TELEPHONE AND TELEGRAPH
<br />► 68 I LO �; rn Z89(R) S6938, co i; co / �87g, i^ �I ,� / P.U.E. = PUBLIC UTILITY EASEMENT
<br />► N Cj
<br />;n `n T I \E 73 / V/ - C60 / I (R) =RADIAL
<br />�1 `\ 95 /,NN X20 S7 1 5 --iR) R1 =REFERENCE NUMBER (TYPICAL)
<br />D OF
<br />► 26.Oploy P.U.E. I X900)^ 56809, 77 /� a / 0743\ �92 , / C7g(R) _ _ R/W = RIGHT OROF WAY SURVEY
<br />69 3 / SFNF =SEARCHED FOR NOT FOUND
<br />-- 026.00 1 �, V.
<br />7 v /o /v /
<br />V
<br />320' o /�' / a;--C61(R) ► D=4'18'01" (T) = TOTAL
<br />�91(R)/ 76 �� �� 0 5685 , 16 \-- L=57.94' W.E. = WALL EASEMENT
<br />�2 01 " _ 56. '
<br />00
<br />1 � � S �/ o0
<br />I 70 o rn1 669\F -
<br />320, /i X62
<br />17 N9'07'27"E 250
<br />72.38' , PT&T ESMT REFERENCES:
<br />o '�� 75 /� / �E 8p 18 l " (1854 O,R. 72) (R1) TRACT MAP N0. 3438 (41 M 20)
<br />71 o\� oo. 0 ��- C' v S9 06 50 W 74.12
<br />N7/4 L2 L23/ �9 (R / 18 �63(R) (R2) PARCEL MAP 04 -08 -PM (23 PM 146)
<br />3) /'\ -_56 , (R3) PARCEL MAP (2 PM 167)
<br />C6� ` 00 _ - - (R4) PARCEL MAP (3 PM 170)
<br />\ \\�S1 O�� N j / ► ► �- - - (R5) MAP OF SURVEY (11 M 118)
<br />72
<br />/ ' /, \ \ 9S�7J /o 1 9 S80'525 00 I I' S9(R6) GRANT DEED (2002-143548 O.R.)
<br />'07'27"W 59.90'
<br />SEE SHEET 6 °
<br />TI -1- IT
<br />ABUTTER'S RIGHTS RELINQUISHED
<br />BOUNDARY OF SUBJECT PROPERTY
<br />DIMENSION / TIE LINES
<br />EASEMENT LINES
<br />LOT LINES
<br />MONUMENT LINES
<br />IRON PIPE FOUND
<br />IRON PIPE SET, LS "8654"
<br />MONUMENT FOUND, AS NOTED
<br />MONUMENT SET, LS "8654"
<br />FOUND MONUMENT, AS NOTED
<br />1. ALL DISTANCES SHOWN HEREON ARE IN FEET AND
<br />DECIMALS THEREOF.
<br />2. ALL DISTANCES MEASURED, UNLESS OTHERWISE NOTED.
<br />3. ALL LOT LINES ARE RADIAL TO PUBLIC RIGHT OF WAY
<br />DEDICATIONS UNLESS OTHERWISE NOTED .
<br />4. CHISELED CROSSES WILL BE SET AT EACH
<br />PROPERTY CORNER ALONG THE STREET RIGHT
<br />OF WAYS, UNLESS OTHERWISE SHOWN.
<br />5. SEE SHEET 7 FOR LINE, CURVE AND LOT AREA TABLES.
<br />6. ALL 10' P.U.E.'S ARE PARALLEL TO THE PROPOSED
<br />PUBLIC RIGHT OF WAY DEDICATIONS AS SHOWN
<br />HEREON.
<br />rk W KIER+WRIGHT
<br />J
<br />2850 Collier Canyon Road Phone: (925) 245-8788
<br />Livermore, CA 94551 www.kierwright.com
<br />JOB NO.: A21702 SHEET 4 OF 8 SHEETS
<br />414 - '13 G
<br />
|