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REFERENCES
<br />U SAN JOAQUIN COUNTY FIELD BOOK 531, PAGES 48-50 (18 DEED, 176 OR 91, 12/27/1926
<br />r COPIES
<br />C.H. 'NIDDOWS UNFILED MAP, 107 -BB, SJCSR
<br />19
<br />EBMUD DRAWINGS MA -137
<br />THROUGH MA -145
<br />30
<br />PARCEL
<br />MAP, 1-41,
<br />9/29/1970
<br />i20
<br />BROOKSIDE TRACT, 3
<br />M & P 54, 2/4/1907
<br />C4)
<br />PARCEL
<br />MAP, 2-39,
<br />7/2j/I975(?1
<br />SAN JOAQUIN COUNTY
<br />FIELD BOOK 441, PAGE 19
<br />50
<br />PARCEL
<br />MAP, 2-191,
<br />5/4/1976
<br />U
<br />PARCEL MAP, 1-19,
<br />3/11/1971
<br />@
<br />PARCEL
<br />MAP, 5-129,
<br />1/24/1978
<br />23
<br />PARCEL MAP, 6-66,
<br />7/25/1978
<br />70
<br />PARCEL
<br />MAP, 5-132,
<br />1/27/1978
<br />124
<br />TRACT NO. 1597, 25
<br />M & P 76, 11/12/1980
<br />RECORD
<br />OF SURVEY,
<br />15-107. 9/16/1966
<br />(25
<br />RECORD OF SURVEY,
<br />17-60, 3/21/1968
<br />(J
<br />RECORD
<br />OF SURVEY,
<br />16-142, 9/14/1967
<br />26
<br />RECORD OF SURVEY,
<br />14-185. 3/16/1966
<br />(1p
<br />PARCEL
<br />MAP, 25-138,
<br />2/15/2012
<br />27
<br />RECORD OF SURVEY,
<br />10-55, 2/8/1955
<br />-1)
<br />CORNER
<br />RECORD, CR -13-83,
<br />5/11/2013
<br />PARCEL MAP, 10-70,
<br />6/16/1981
<br />(�2)
<br />EBMUD
<br />FIELD BOOK NO.
<br />3345
<br />C�
<br />MARCH GARDEN TRACT,
<br />3 M & P 39, )1/6/1905
<br />13
<br />EBMUD
<br />FIELD BOOK NO.
<br />1516
<br />30
<br />PARCEL MAP, 9-139,
<br />9/9/1980
<br />14
<br />EBMUD
<br />DRAWINGS: 4195-G-112
<br />TO 4195-G-114
<br />31
<br />SAN JOAQUIN COUNTY
<br />FIELD BOOK 186 PAGE 1 & 2
<br />15
<br />EBMUD
<br />DRAWING NO.
<br />CD -14-30
<br />DATED 9/5/1936
<br />PRECORD
<br />OF SURVEY,
<br />38-107, 11/12/2014
<br />32
<br />ALTA SURVEY BY WONG
<br />ENGINEERS, DATED 1/'2/2013
<br />LEGEND
<br />RECORD
<br />OF SURVEY,
<br />38-82, 6/2/2014
<br />FOR WALGREENS PROJECT
<br />it3707K ALTA
<br />r COPIES
<br />ON FILE IN THE SAN JOAQUIN COUNTY
<br />SURVEYOR'S
<br />OFFICE
<br />rF�r�
<br />10-1
<br />450" PS�R 12
<br />FD PER(15� 13.5' BELOW GRADE
<br />(�
<br />AND UNDER A 10"0 EBMUD GATE VALVE COVERS
<br />w
<br />10'± SOUTH OF SOUTH CURB LINE
<br />0 o
<br />OF MARCH LANE.
<br />w
<br />0 0
<br />(572°55W 495') 0
<br />+ w
<br />w
<br />- - --(S73°01'W 495' GRID=494.97')15a-
<br />��
<br />(65.05')12 (S73 "18'42"'N 495.21'114
<br />0
<br />-
<br />65113' S73018'59"Ws495.24'(M-M)
<br />vA E13M (1B1 OR '3� 9) (DWC MA -141 )
<br />P1774+81.15 — "moo �" (503.63' GRID = 503.60')12
<br />"
<br />P17(4+81 )12���'
<br />_5403.33'
<br />.45
<br />45=52'(45.63')12' 71.80 3 12
<br />DETAIL `°D"
<br />(NOF TO SCALE)
<br />r
<br />4506N P% FO 1" IRON PIPE, OPEN,
<br />16
<br />FG PER +i 5) 4 o'e 0.5' BELOW GRADE PER
<br />1.5' BELOW GRADE, 10' ` 0 H
<br />OF SOUTH CURB LINE OF MARCH./
<br />SET CARSONITE WITNESS POST-,# 0.44'1 :.
<br />m �
<br />(P1759+96.00)12 N cwi -- '
<br />P1759+96.01 �'
<br />51 .54') 12
<br />51.50' HELD``
<br />wa �� 4506S PER C�
<br />POINT FALLS IN 48" OAK TREE
<br />0
<br />SHEET 3 OF 5 SHEETS
<br />` =-00' 30' 09.33"
<br />GP,OUi'ID DISTANCE GRID DISTANCE
<br />0.99994219
<br />AT POINT 91 EBMUD BRASS DISK P1769+77.82
<br />ELEVATION=12.0'± NAVD813
<br />0 100 200
<br />SCALE 1"=100'
<br />4508S P R 12 4507N P� R 12 r r
<br />�FD PER 15' 14 2' BELOW GRADE IN LAWN AREA. FD PER 14' 21 3.6' BELOW GRADE, J\/1 A R �, Tl G A F`' D r 1�1 r� A C r
<br />SET CARSONITE WITNESS POST. 10'± SOUTRJO SOUTH CURB LINE OF MARCH LANE. 4505N PER �2
<br />SET 4 Y4 WOOD WITNESS POST OVER MON. \ 65.10')12 F
<br />J /J IJ J J 65 27' — FD PER(1�(14 6 DLA 21(23
<br />(S72'55''w 495')(2 (S72°55''W 495')0 (S72°55`4 495' )(LD - - - i.5' BELO G A
<br />------------(S73'01'W 495' GRID=494.97') 15 -------- _---_-_---_ @ __�____ - SET CARSONITE WITNESS POST.
<br />� (�73°01 W 495 GRID=494.97' 1 IS------------- (�73'OP ,J 49�' GRID=494.97 )15 - - --
<br />(S73°16'42"W 495.09')14 - - (65.16')12 << - - -
<br />MARCH @ (S73'IJ'18"W 495.iQ')14) .'� `� (S73'16'�1"W 195.61')14
<br />S73°16'13"W 495.05'(M -M) 65.26' ° " L A N E + ° 69.06'
<br />.. .. .. .. .� j� 19 t7 W j'�5.12 .. .. r 573.16 1 i W 495x64
<br />•• ®. (68.93')12 m
<br />1-65.54'(65.50' )12 HIM (170 OR 314) (D''iG MA -140) o 8 (P1764+J1.00) i2 EBiMUD (1"73 OR 204)(DWG MA -139)/ o0 1 �(40' )2n 9
<br />�)� P1755+00.28
<br />,,-8.15'(8, -15')12 (486.94' GRID = 486.91')12 0 - P1764+91.11 (457.54' GRID=457.51')12 t o 9 (555.84' GRID = 555.81')12 EFiiV1U D �� `� (P1755+00.18)(12
<br />486.88 D 457.50' w 555.79' (1J3 OR 303) T
<br />-- ---- ---------------;�C�-=_?-I--- — ---------------
<br />S73 17 50'W 2464.92 (M -M)(2464.75 114 =��� U1NG h1,A-138)
<br />�� 573716'11"W 495.77' 22.46 (22.46 )17_ m
<br />34.83 (31.86 112
<br />.y n_'_ .. �....
<br />34.89 573 18 06 W 495.14 ,M -M) -- i S73°17'37"'W 495,03'tM-M) �- — 573°20 17 W 495.09 � (573"1'23"V"J 495.71'lld 41.51'(41.48')12 ^y
<br />(34.99')12 (S73017'39"4 495.23')14 Uew (S73°17'35"4 495.08')14 (S73°120'55"W 195.08')14 �' X73 01 'W 495' GR[D=494.97')15 �
<br />'- (573°01'4 495' GRID=494.97'15 W i (573°01'4 495' GRID�94.97'115 (573°01'SV 495' GRID -494.97')15 34.94'
<br />��/1 45075 P R (12
<br />POINT #1 c c•_r (34.92 112
<br />FD 3-112" BRASS EBMUD MON STAMPED P1769+77.82, FO PER1 M & P 18-25 SEE DETAIL D' 45055 PER J2)
<br />J `� N RESET 1991 PER RS 29-61, S 29-168, RS 33-142 2 BELOW ADE. ABOVE FD PER _:t-5) 63
<br />SEE ALSO P1769+77.82 PER 14, PM 21-29, PM 26-27 SET CARSONITE WITNESS POS ,3 @@_(I-)@ 13 '3 24
<br />L J NE LY OF 0.7 x0.5 FROM 2 BELOW GRADE.
<br />45095 PSR 12 CORNER OF BRICK WALL.
<br />FD PER 15 14 PM B-180 PM 18-146o 45085 PFR c2 _ _ 1 -� J SET CARSONITE WITNESS POST.
<br />FD PERQ 5�4) RS 13-255 J T� 0 J 1� J J D r r F� A C � 1 J J
<br />RS 13-2 5, PM 6-4, 1.2 BELOW GRADE AND R
<br />1.7' BELOW CONC CURB AT BANK DRIVE THRU. 2' BELO`iG ADE AT FENCE. F A F� (CE L A
<br />SET CARSONITE WITNESS POST. SET CARSONITE WITNESS POST.�,
<br />TAC T F�0Sr w/1AFr F
<br />rJ F� J 0 1 3 1 Di � C r UNIT \ \ �� r r /� �- / L
<br />�J���� J1 ll7 1 l �. 1/J p S4 ,ARD r 1 J �
<br />J IM rtr _P 2 5 p 0 F� 710 N 5 jvil 6r F 7 6 - -- -- --
<br />aF JJK Sr
<br />J r I J T I J T 11A/] ) All i
<br />CD
<br />rF�r�
<br />r
<br />zis
<br />I
<br />i
<br />J F
<br />L J r -3
<br />n I
<br />I
<br />LEGEND
<br />ABBREVIATION LIST
<br />■
<br />FOUND ORIGINAL CONCRETE EBMUD R/W MONUMENT WITH
<br />3/16" SQUARE BRASS PIN,
<br />R 1
<br />RIGHT OF 'NAY
<br />E
<br />SEE ORIGINAL MONUMENT NOTES ON SHEET 5
<br />P/L
<br />PROPERTY LINE
<br />•
<br />FOUND MONUMENT AS NOTED
<br />RS
<br />RECORD OF SURVEY
<br />0
<br />POSITION OF ORIGINAL EBMUD MOI1UMENT CALCULATED
<br />PER (12), POINT FALLS IN
<br />OR
<br />OFFICIAL RECORD
<br />PAVED AREA, OR AS NOTED. NOT EXCAVATED ON THIS
<br />SURVEY
<br />M -M
<br />MONUMENT TO MONUMENT
<br />EBMUD MOKELUMNE AQUEDUCT FEE RIGHT OF WAY RETRACED
<br />HEREON
<br />EBNIUD
<br />EAST BAY MUNICIPAL UTILITY DISTRICT
<br />STREET R/'W LINE
<br />T
<br />TOTAL
<br />EXISTING PROPERTY LINE
<br />C/L
<br />CENTERLINE
<br />'r
<br />— - — - — - —
<br />CENTER LINE OF STREET
<br />M & P
<br />MAPS AND PLAFS
<br />— - — - — - -
<br />CENTER LINE OF AQUEDUCT #1
<br />SJCSR
<br />SAN JOAQUIN COUNTY SURVEYORS RECORDS
<br />z
<br />-------------
<br />TIE LINE OR PREVIOUS LOT LINE PER 20
<br />CALC
<br />CALCULATED PER CITED REFERENCE
<br />_m___.. -®..._-v_
<br />DETAIL OUTLINE
<br />CONC
<br />CONCRETE
<br />c
<br />REFERENCE LIST NUMBER
<br />MON
<br />MONUMENI
<br />RECORDED DATA IN (
<br />NE'LY
<br />NORTHEASTERLY
<br />D
<br />i
<br />P1769+77.82
<br />EBMUD AQUEDUCT STATIONING
<br />D'VIG
<br />DRAWING -REFERS TO EBMUD RECORD DRAWING
<br />FD
<br />FOUND
<br />PVI
<br />PARCEL MAP
<br />3Y1 5
<br />
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