|
WI
<br />DETAIL ) ABBREVIATION LIST
<br />(NOT TO SCALE)
<br />POSITION OF td45 411" % i ERRONEOUS LOCATION OF EBMUD MON AT R/W' RIGHT OF WAY
<br />CALCULATED PER 12 HE CORNER BROOKS IDE TRACT PER 15 P/L PROPERTY LINE
<br />S25059'54"E 0.84' RS RECORD OF SURVEY
<br />PI P1745+13.07 - POSITION OF 450311 AT OR OFFICIAL RECORD
<br />FD 1-3/8" BRASS PIN i ° NORTHEAST CORNER BR00}��IDE M-P+I MONUMENT TO MONUMENT
<br />STAMPED "1963" "17 g e TRACT CALCULATED PFR _?- EBMUD EAST BAY MUNICIPAL UTILITY D1 TRICT
<br />�I= 00°30'09.33" SET IN CONC MASS PER 1), gni w° y SEE EBMUD MON PER 15�14'2I( �("�(L7.
<br />GRID DISTANCEof ' T TOTAL
<br />GROUND DISTANCE = 1.2 BELOW GRADE. i A �, w m i
<br />0.99994219 SET CARSONITE WITNESS POST, z z '���,�oo x
<br />AT POINT 91 EBMUD BRASS DISK P1769+77.82 C/L CENTERLINE
<br />6p m ��'�{ ; (3.02') 12
<br />4 �� M & P MAPS AND PLATS
<br />ELE`JATION=12.0'± 19AVD88 ' C ���) �� �63°30'22.5° SJ CSR SAN JOAQUIN COUNTY SURVEYORS RECORDS
<br />0 100 200 ` a - - a 63°30'22.5" CALC CALCULATED PER CITED REFERENCE
<br />r q 1 FD CUT CROSS IN GONG SIDEWALK,
<br />FD 1" I ON PIPE sm ��'V\®mom ! CONC CONCRETE
<br />SCALE: 1"=100' PER , w m , NO RECORD, 6.64 OFF EDGE OF MON MONUMENT
<br />PACIFIC AVENUE, 0.43' WILY OFE'LY EASTERLY
<br />PROLONGATION OF EBMUD R/W LINE
<br />r S'LY SOUTHERLY
<br />1\/l A R ( 111 C -I A _R D 1 '�l F -H A C 7 � - � � --� 51.13' ( 51.13' )@
<br />J1 LY WE IERLY
<br />519°44'20'E 0.88' &---f- POSITION OF "4504S" PER 12) WILY NORTHERLY
<br />ii1 �� JJ S19°44'29"E 0 88'� `( �� HERS TO rB�1UD RECORD DRAWING
<br />.Io________________N -,
<br />P1755+00.28--�\
<br />(P 1755+00.'18)(11
<br />EBMUD
<br />(15 OR 398)
<br />(DWG MA -13b)
<br />(34.92')
<br />34.94'
<br />45055 PER (!-1 1
<br />FD PER5(14 3 �j©0) 8)
<br />C9 22)'23)'4 2' BELOW GRADE
<br />11 ROSE MARIE LANES i ° 4503S PER IL FD PER 15 I4�� DWG DRAWING-REr E
<br />ti 2 BELOW GRADE. (SEC) SCALE EXAGGERATED FOR CLARITY
<br />450511 PSR 12 )� O N73°12'59"E 990.i7'f{M-M3 ,SET CARSONITE WITNESS POST. FD FOUND
<br />FD PER (15)14 6 � 23 21 S73° 12' 50"VV 990.24') 16 -POINT #>b
<br />1.5 BELO GRADE.FD BOLT AND WASHER
<br />SET CARSONITE WITNESS POST. (S72°55'111 990') (2-0
<br />�'e FO CONC NAIL IN CONC / M
<br />MANHOLE_STRUCTURE ON C 1 •
<br />----------------------------------------- (1173°01'E 990')-------------------------------------------- ------- ----- EDM00 AQUEDUCT #3 6.a� eek
<br />69.06 (1173°18'14"E 990.10')(D4
<br />(68.93')12 MARCH_ LANE o wti�b/
<br />�-�-�� S73°i8'39"W 990.05'
<br />EBMUD x(40') �0 29� } �® i�GRANT OF EASEMENT FD 2-3 /4" BRASS DISK IN
<br />(3070 OR 45, 8/15/1966) (15'14 9 �° i Q
<br />i�6 O R 94) (964.85' GRID = 964.79') J i , ,,� ��P� CONC MANHOLE STAMPED
<br />�� 14.98 l2� / P17 +46.59 ELEV:17.16
<br />(D'JG MA -137) 964.75' �-
<br />SHEET 2 OF 5 SHEETS
<br />LEGEND
<br />FOUND FBMUD BRASS DISK MONUMENT, AS NOTED
<br />FOUND ORIGINAL CONCRETE EBMUD R/W MON WITH 3/16" SQUARE
<br />ELY OFR
<br />BRASS PIN, SEE ORIGINAL MONUMENT NOTES OIN SHEET 5
<br />•
<br />FOUND MONUMENT, AS NOTED
<br />x
<br />FOUND CUT CROSS IN CONCRETE
<br />®
<br />POSITION OF ORIGINAL EDMUD MONUMENT CALCULATED PER 12,
<br />POINT FALLS IN PAVED AREA, OR AS NOTED. NOT EXCAVATED ON
<br />THIS SURVEY
<br />PARC r
<br />POSITION OF BOLT AND WASHER SHOWN ON 6
<br />-� -
<br />EBMUD MOKELUMNF AQUEDUCT FEE RIGHT OF WAY RETRACED HEREON
<br />STREET R/'N LINE
<br />--
<br />EXISTING PROPERTY LINE
<br />- - - - - -
<br />CENTER LINE OF STREET
<br />------ --
<br />CENTER LINE OF AQUEDUCT 41
<br />A F� r J
<br />BACK CURB LINE
<br />_®_®_n___m_m_
<br />DETAIL OUTLINE
<br />- - - - - - - - - - - - -
<br />TIE LINE OR EASEMENT OR PREVIOUS LOT LINE
<br />--- ---
<br />DENOTES PROPERTY LINE PER 16
<br />REFERENCE LIST NUMBER
<br />RECORDED DATA IN ( 1
<br />P1769+77,82
<br />EBMUD AQUEDUCT STATIONING
<br />'--
<br />-- --i------ �i----------- A`- y
<br />PER
<br />�22.46-1(224';)- - S73°17;50 W 2464 -92'(M -M)(2464. DETAIL eaBae
<br />�.� . .. �+� ; (NOT TO SCALE) FD 3/4" REBAR�PJQ �4P, -
<br />75m5�
<br />03"W 989.94`(M -M) _®o__-_--_ r T o ®.___0_m -
<br />p A 18' 14"W 989.96') 14 7r- �I g ® -LS 7600 PER 32 11 1601'E N0' )15 �E� DETAIL Q' RICaHTII 'g, s. FD REBAR A.ND EBMUD
<br />r M r C',ra G��'. 0�� /J J J J -J E) 9 �Ih oy, `1 S CAP, S 76 0, (176 OR 94)
<br />JORDAN & ANDREfI�. �� PER (�� 16 LINE S ov�y
<br />/ F- 2 r bl ° B-� ,� 0.3 ON 11 IC, J, BACK OF CURB w
<br />oo6-I88�o4 �� �� f- J EE DETAIL O
<br />60 �� �W ABOVE EBMUD R/W°
<br />SET CARSONITE WITNESS POST. �T J J ,J KIN r /� r� p ^ �_
<br />h ✓ % ? FD NAIL AND TAG
<br />= z LS 7 �1 UT CROSS z
<br />�/J
<br />I' ) J /I Q-- PER
<br />~�J /W LINE'ISEC1
<br />JOf D714'A4DF EWS----- 88504 ��/.
<br />-EBMUD R/'fi
<br />✓L= I`-1 Z c t� /� C
<br />REFERENCES
<br />( ) Ql
<br />f\/J J J J o V,--'-� =o _:`✓ -- _moo �- SAN JOAQUIN COUNTY FIELD BOOK 531, PAGES 48-50
<br />C-"
<br />CT o m G s FD 3/4" E R IN DIRT J ? C.H. WIDDOWS UNFILPD MAP, 107 B8, SJCSR
<br />/� F� ( r z� PER U 16 17 , AT GRADE, �i� PARCEL MAP, 1-41 , 9/29/1970
<br />r r I t
<br />Z A 0.07 W Y OF EAST 1 - (� PARCEL WAR, 2-39, 7/23/1975
<br />N16051'43"W 139.71,(M-M)LINE OF R/W LINE `50 PARCEL MAP, 2-191, 5/4/1976
<br />�Z �L (N17°10,'i 140.00'), (350.00)(81&q 11 __ PARCEL .MAP, 5-129, 1/24/1978
<br />n i -- 350_08_ CAL -__
<br />(N16048'40`4 140.00') 1 -- r FD 3/4 REBAR PER C 7 PARCEL MAP, 5-132, 1/27/1978
<br />(WEST LINE -HELD PARALLEL TO EAST LINE) 0 07 E LY OF R/W LIN
<br />� n i
<br />- L1
<br />O L
<br />-'- L1
<br />Ly
<br />�L
<br />`,21 -
<br />FD 1" IRON PIPE,
<br />NO TAG OR PIN, 0.3'
<br />BELOW GROUND, BENT
<br />SLIGHTLY TO SOUTH &
<br />WEST, POSSIBLY
<br />DISTURBED, 0.13'
<br />EAST OF P/L, 0.96'
<br />SOUTH OF R/W
<br />FD 1" IRON PI E, 2' BELOW
<br />G 12 (16 17 , IN
<br />0.5' DIAMETER H IIE-IN AC,
<br />HELD FOR C/L OF ROSE MARIE
<br />LANE. SEE FIELD BOOK 11
<br />PAGE 20 BY BUDD, LS CIRCA,
<br />DECEMBER 1906
<br />IDL). SHEET NO. 2901
<br />FD 3/4" REBAR IN DIRT PER F9 16 CP,
<br />0.6' BELOW GRADE, BENT, 0°92 CLY
<br />OF EAST LINE OF R/W LINE
<br />N16034'31"W 101.31'(P� M N16048'03"W 140.05'(M X11
<br />h `u - _ 102.00' )(9 1 1 1117° 10''dJ 140, 0') 9
<br />JO O 140.05' CALC ALONG R/W LINE
<br />FD 3/4" REBAR, NO CAP PER 90 �1 16 17,
<br />CL �� BENT, 0.25' W'LY OF EAST LINE OF R/W,
<br />( 50.81' WILY OF C/L OF ROSE MARIE LANE
<br />FD 3/4" REBAR IN DIRT PER ®O(5 1,
<br />0.9' BELOW GRADE, HELD FOR R/W LINE
<br />N72
<br />OF GEORGETOWN PLACE '50 41000')
<br />� � .
<br />c
<br />N73°13'32"E 410=08 _ _ toy °'L�
<br />117_3612'59"E 560.09' (550.00' )(-�) 08(559.68'
<br />130.00')©O
<br />129.97'-- ROSE MARIE LANE
<br />�N73°12'59"E 990,17'(NY2Q50'E 990.00)U (S73°12'50"W 990.24)15 (989.78)�(990'J 2 -
<br />(� FD 3/4" REBAR AND CAP
<br />TAGGED RC i 26 IN MON
<br />WELL PER 10 (11
<br />6)17.0.4'
<br />BELOW GRA , 0.07' S'LY
<br />OF C/L OF ROSE MARIE LANE
<br />FD C T CROSS IN GONG SIDEWALK, -J
<br />PER 10, 0.2' OFF R/W LINE
<br />10
<br />(4.01 ) '17 OFF R/W LINE
<br />FD 1" IRON PI E WITH CAP
<br />LS 3517 PER C11017 , 0.03'
<br />S'LY OF R/W
<br />NOTE: SEARCHED FOR SECOND
<br />3/4" IRON PAIN, 1.42' AWAY
<br />(CALC) PER 11 16 , NOTHING FD
<br />-FD 3/4" IRON PIPE PER1177)
<br />0.11' E'LY OF R/W LINE
<br />-N16°43'22"W 102.70'(M -M)
<br />(N17°'10'W 102.0')(iI O )
<br />102.70' CALC ALONG R/W LINE
<br />-FD CUT GROSS IN SIDEWALK
<br />ON R/W LINE
<br />FO 1"ION PIPE, NO CAP,
<br />PER C10)07), 0,05' S' LY OF
<br />R/W LINE
<br />SEE DETAIL "C"
<br />RIGHT
<br />O RECORD OF SURVEY, 15-107, 9/16/1966
<br />RECORD OF SURVEY, 16-142, 9/14/1967
<br />10 PARCEL MAP, 25-138, 2/15/2012
<br />11 CORNER RECORD, CR -13-83, 5/11/2013
<br />EBMUD FIELD BOOK NO. 3345
<br />Q
<br />3 EBMUD FIELD BOOK NO. 9516
<br />14 EBMUD DRAWINGS: 4195-G-112 TO 4195-G-'114,
<br />�;, EBMUD DRAWING NO. CD -14-30
<br />I, RECORD OF SURVEY, 38-107, 11/12/2014
<br />17 RECORD OF SURVEY, 38-82, 6/2/2014
<br />DETAIL "C"
<br />(NOT TO SCALE)
<br />FO BOLT AND WASHER IN AC,
<br />✓�,-� X%11
<br />0.5` BELOWGR ESNSTAMPING PER1 �8) 91�6cpiHELD TO PLOT C/L ROSt MARIE LANE,
<br />L- -7 SEE NOTE AT RIGHT
<br />10
<br />-POSITION 0 BOLT AND 'WASHER
<br />SHOWN ON 90
<br />X18 DEED, 176 OR 94, 12/27/1926
<br />;19 EBMUD DRANINGS MA -137 THROUGH .MA -145
<br />LJ BROOKS IDE TRACT, 3 M & P 54, 2/4/1907
<br />21 SAN JOAQUIN COUNTY FIELD BOOK 441, PAGE 19
<br />22 PARCEL MAP, 1-49, 3/11/1971
<br />;2J PARCEL MAP, 6-86, 7/25/1978
<br />f24 TRACT NO. 1597, 25 M & P 76, 11/12/1980
<br />, RECORD OF SURVEY, 17-60, 3/21/1968
<br />2 RECORD OF SURVEY, 14-185, 3/16/1966
<br />',7D RECORD OF SURVEY, 10-55, 2/8/1955
<br />,28 PARCEL MAP, 10-70, 6/16/1981
<br />(2-9 MARCH GARDEN TRACT, 3 M & P 39, 11/6/1905
<br />(�PA CELOAP, 9-139, 9/9/1980
<br />31 SAN JOAQUII COUNTY FIELD BOOK 186 PAGE 1 & 2
<br />DATED 9/5/1936
<br />32 ALTA SURVEY BY WONG ENGINEERS, DATED 1/2/2013
<br />FOR WALGREENS PROJECT 43707K ALTA
<br />COPIES ON FILE IPJ THE SAN JOAQUIN COUNTY
<br />SURVEYOR'S OFFICE
<br />DETAIL "C" NOTE:
<br />A iNOIATION ON @ INDICATES "SET BOLT AND WASHER
<br />FLUSH 3-8-60" AND THE READER IS LEFT TO ASSUME
<br />IT WAS SET FROM THE REFERENCES TO A SET NAIL AND
<br />SHINER ALSO PER 0CIRCAA 6-23-58. IT Ir NUTABLE
<br />THAT10, PROLONGED OUT A CENTERLINE PER MONUMENTS
<br />SHOWN 611 RS 6-226. VERIFYING THE LOCATION ORI OF �/1
<br />THIS CURRENT MONUMENT "ELITIVE TO THE ORIGINAL ///��{{II
<br />LOCATION PER(20IS BEYOND THE SCOPE OF THIS SURVEY.
<br />EBMUD
<br />ELY OFR
<br />24" DIAMETER CONC LIGHT BASE
<br />E
<br />- EL
<br />?
<br />E �
<br />S73®00'04"W_204_98'(M_M)
<br />-- --
<br />NOTES: SHADED AREA OF CONCRETE LIGHT BASE DENOTES PORTION OVER EBMUO AQUEDUCT R/W LIKE
<br />PARC r
<br />�
<br />�
<br />/
<br />)�f�/J j J 1 J
<br />c
<br />��z i
<br />LB
<br />A F� r J
<br />��_I�
<br />o
<br />_ Q 3,
<br />o
<br />� y
<br />0
<br />m
<br />FD NAIL 8, TAG
<br />� m - LS 7600, IN CUT 'E
<br />- CROSS, 1'F ET ,�
<br />W
<br />zz
<br />„ _
<br />SINCE RS 38-107 �� DOES NOT STATE IF THFSE ARE SET MONUMENTS OR FOUND MONUMENTS
<br />PER 32 OR 11 NEW MEASUREMENTS WERE MADE TO THESE REBAR AND CAPS. THE DIFFERENCE
<br />THE
<br />-- --
<br />o
<br />z
<br />- �� POINT PER 11(16 T
<br />oma'
<br />IN PQSITI01` FROM THAT SHOWN Oil RS 38-82 COULD BE DUE TO THE STABILITY OF
<br />i/D
<br />m
<br />� o (SEC) A
<br />REBAR AND CAPS IN THE SOIL/GRASS OVER THE INTERVENING TIME.
<br />✓L= I`-1 Z c t� /� C
<br />REFERENCES
<br />( ) Ql
<br />f\/J J J J o V,--'-� =o _:`✓ -- _moo �- SAN JOAQUIN COUNTY FIELD BOOK 531, PAGES 48-50
<br />C-"
<br />CT o m G s FD 3/4" E R IN DIRT J ? C.H. WIDDOWS UNFILPD MAP, 107 B8, SJCSR
<br />/� F� ( r z� PER U 16 17 , AT GRADE, �i� PARCEL MAP, 1-41 , 9/29/1970
<br />r r I t
<br />Z A 0.07 W Y OF EAST 1 - (� PARCEL WAR, 2-39, 7/23/1975
<br />N16051'43"W 139.71,(M-M)LINE OF R/W LINE `50 PARCEL MAP, 2-191, 5/4/1976
<br />�Z �L (N17°10,'i 140.00'), (350.00)(81&q 11 __ PARCEL .MAP, 5-129, 1/24/1978
<br />n i -- 350_08_ CAL -__
<br />(N16048'40`4 140.00') 1 -- r FD 3/4 REBAR PER C 7 PARCEL MAP, 5-132, 1/27/1978
<br />(WEST LINE -HELD PARALLEL TO EAST LINE) 0 07 E LY OF R/W LIN
<br />� n i
<br />- L1
<br />O L
<br />-'- L1
<br />Ly
<br />�L
<br />`,21 -
<br />FD 1" IRON PIPE,
<br />NO TAG OR PIN, 0.3'
<br />BELOW GROUND, BENT
<br />SLIGHTLY TO SOUTH &
<br />WEST, POSSIBLY
<br />DISTURBED, 0.13'
<br />EAST OF P/L, 0.96'
<br />SOUTH OF R/W
<br />FD 1" IRON PI E, 2' BELOW
<br />G 12 (16 17 , IN
<br />0.5' DIAMETER H IIE-IN AC,
<br />HELD FOR C/L OF ROSE MARIE
<br />LANE. SEE FIELD BOOK 11
<br />PAGE 20 BY BUDD, LS CIRCA,
<br />DECEMBER 1906
<br />IDL). SHEET NO. 2901
<br />FD 3/4" REBAR IN DIRT PER F9 16 CP,
<br />0.6' BELOW GRADE, BENT, 0°92 CLY
<br />OF EAST LINE OF R/W LINE
<br />N16034'31"W 101.31'(P� M N16048'03"W 140.05'(M X11
<br />h `u - _ 102.00' )(9 1 1 1117° 10''dJ 140, 0') 9
<br />JO O 140.05' CALC ALONG R/W LINE
<br />FD 3/4" REBAR, NO CAP PER 90 �1 16 17,
<br />CL �� BENT, 0.25' W'LY OF EAST LINE OF R/W,
<br />( 50.81' WILY OF C/L OF ROSE MARIE LANE
<br />FD 3/4" REBAR IN DIRT PER ®O(5 1,
<br />0.9' BELOW GRADE, HELD FOR R/W LINE
<br />N72
<br />OF GEORGETOWN PLACE '50 41000')
<br />� � .
<br />c
<br />N73°13'32"E 410=08 _ _ toy °'L�
<br />117_3612'59"E 560.09' (550.00' )(-�) 08(559.68'
<br />130.00')©O
<br />129.97'-- ROSE MARIE LANE
<br />�N73°12'59"E 990,17'(NY2Q50'E 990.00)U (S73°12'50"W 990.24)15 (989.78)�(990'J 2 -
<br />(� FD 3/4" REBAR AND CAP
<br />TAGGED RC i 26 IN MON
<br />WELL PER 10 (11
<br />6)17.0.4'
<br />BELOW GRA , 0.07' S'LY
<br />OF C/L OF ROSE MARIE LANE
<br />FD C T CROSS IN GONG SIDEWALK, -J
<br />PER 10, 0.2' OFF R/W LINE
<br />10
<br />(4.01 ) '17 OFF R/W LINE
<br />FD 1" IRON PI E WITH CAP
<br />LS 3517 PER C11017 , 0.03'
<br />S'LY OF R/W
<br />NOTE: SEARCHED FOR SECOND
<br />3/4" IRON PAIN, 1.42' AWAY
<br />(CALC) PER 11 16 , NOTHING FD
<br />-FD 3/4" IRON PIPE PER1177)
<br />0.11' E'LY OF R/W LINE
<br />-N16°43'22"W 102.70'(M -M)
<br />(N17°'10'W 102.0')(iI O )
<br />102.70' CALC ALONG R/W LINE
<br />-FD CUT GROSS IN SIDEWALK
<br />ON R/W LINE
<br />FO 1"ION PIPE, NO CAP,
<br />PER C10)07), 0,05' S' LY OF
<br />R/W LINE
<br />SEE DETAIL "C"
<br />RIGHT
<br />O RECORD OF SURVEY, 15-107, 9/16/1966
<br />RECORD OF SURVEY, 16-142, 9/14/1967
<br />10 PARCEL MAP, 25-138, 2/15/2012
<br />11 CORNER RECORD, CR -13-83, 5/11/2013
<br />EBMUD FIELD BOOK NO. 3345
<br />Q
<br />3 EBMUD FIELD BOOK NO. 9516
<br />14 EBMUD DRAWINGS: 4195-G-112 TO 4195-G-'114,
<br />�;, EBMUD DRAWING NO. CD -14-30
<br />I, RECORD OF SURVEY, 38-107, 11/12/2014
<br />17 RECORD OF SURVEY, 38-82, 6/2/2014
<br />DETAIL "C"
<br />(NOT TO SCALE)
<br />FO BOLT AND WASHER IN AC,
<br />✓�,-� X%11
<br />0.5` BELOWGR ESNSTAMPING PER1 �8) 91�6cpiHELD TO PLOT C/L ROSt MARIE LANE,
<br />L- -7 SEE NOTE AT RIGHT
<br />10
<br />-POSITION 0 BOLT AND 'WASHER
<br />SHOWN ON 90
<br />X18 DEED, 176 OR 94, 12/27/1926
<br />;19 EBMUD DRANINGS MA -137 THROUGH .MA -145
<br />LJ BROOKS IDE TRACT, 3 M & P 54, 2/4/1907
<br />21 SAN JOAQUIN COUNTY FIELD BOOK 441, PAGE 19
<br />22 PARCEL MAP, 1-49, 3/11/1971
<br />;2J PARCEL MAP, 6-86, 7/25/1978
<br />f24 TRACT NO. 1597, 25 M & P 76, 11/12/1980
<br />, RECORD OF SURVEY, 17-60, 3/21/1968
<br />2 RECORD OF SURVEY, 14-185, 3/16/1966
<br />',7D RECORD OF SURVEY, 10-55, 2/8/1955
<br />,28 PARCEL MAP, 10-70, 6/16/1981
<br />(2-9 MARCH GARDEN TRACT, 3 M & P 39, 11/6/1905
<br />(�PA CELOAP, 9-139, 9/9/1980
<br />31 SAN JOAQUII COUNTY FIELD BOOK 186 PAGE 1 & 2
<br />DATED 9/5/1936
<br />32 ALTA SURVEY BY WONG ENGINEERS, DATED 1/2/2013
<br />FOR WALGREENS PROJECT 43707K ALTA
<br />COPIES ON FILE IPJ THE SAN JOAQUIN COUNTY
<br />SURVEYOR'S OFFICE
<br />DETAIL "C" NOTE:
<br />A iNOIATION ON @ INDICATES "SET BOLT AND WASHER
<br />FLUSH 3-8-60" AND THE READER IS LEFT TO ASSUME
<br />IT WAS SET FROM THE REFERENCES TO A SET NAIL AND
<br />SHINER ALSO PER 0CIRCAA 6-23-58. IT Ir NUTABLE
<br />THAT10, PROLONGED OUT A CENTERLINE PER MONUMENTS
<br />SHOWN 611 RS 6-226. VERIFYING THE LOCATION ORI OF �/1
<br />THIS CURRENT MONUMENT "ELITIVE TO THE ORIGINAL ///��{{II
<br />LOCATION PER(20IS BEYOND THE SCOPE OF THIS SURVEY.
<br />EBMUD
<br />
|