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REFERENCES
<br />-D SAN JOAQUIN COUNTY FIELD BOOK 531, PAGES 48-50
<br />C.H. WIDDOWS UNFILED MAP, 107 -BB, SJCSR
<br />PARCEL MAP, 1-41, 9/29/1970
<br />PARCEL MAP, 2-39, 7/23/1975
<br />5 PARCEL PAP, 2-191, 5/4/1976
<br />D PARCEL MAP, 5-129, 1/24/1978
<br />D PARCEL MAP, 5-132, 1/27/1978
<br />D RECORD OF SURVEY, 15-107, 9/16/1966
<br />J RECORD OF SURVEY, 16-142, 9/14/1961
<br />10 PARCEL MAP, 25-138, 2/15/2012
<br />1 CORNER RECORD, CR -13-83, 5/11/2013
<br />12 EBMUD FIELD BOOK NO. 3345
<br />3 EBMUD FIELD BOOR NO. 4516
<br />14 EBMUD DRAWINGS: 4195-G-112 TO 4195-G-114
<br />6EBMUD DRAWING NO. CD -14-30
<br />RECORD OF SURVEY, 38-107, 11/12/2014
<br />11 RECORD OF SURVEY, 38-8.2, 6/2/2014
<br />COPIES ON FILE IN THE SAN JOAOUIN COUNTY
<br />(1.8)DEED, 176 OR 94, 12/27/1926
<br />1J EBMUD DRAWINGS MA -137 THROUGH MA -'145
<br />F20 BROOKSIDE TRACT, 3 M & P 54, 2/4/1907
<br />1SAN JOAQUIN COUNTY FIELD BOOK 441, PAGE 19
<br />(22 PARCEL MAP, 1-49, 3/11/1971
<br />23 PARCEL MAP, 6-86, 7/25/1978
<br />24 TRACT NO. 1597, 25 M & P 76, 11/12/1980
<br />(�S)RECORD OF SURVEY, 17-60, 3/21/1968
<br />26 RECORD OF SURVEY, 14-185, 3/16/1966
<br />CD RECORD OF SURVEY, 10-55, 2/8/1955
<br />28 PARCEL MAP, 10-70, 6/16/1981
<br />(Z9 MARCH GARDEN TRACT, 3 M & P 39, 11/6/1905
<br />3C1 PARCEL MAP, 9-139, 9/9/1980
<br />31 SAN JOAOUIN COUNTY FIELD BOOK 186 PAGE 1 & 2
<br />DATED 9/5/1936
<br />5 ALTA SURVEY BY WONG ENGINEERS, DATED 1/2/2013
<br />FOR 14ALGREENS PROJECT 4t 707K ALTA
<br />SURVEYOR'S OFFICEQ-
<br />4521 N PER (Q2 RD V
<br />v v 1.6' BELOW GRADE, AND o
<br />= 0 0 11'± SOUTH OF SOUTH CURB o
<br />N1 A _R GI A R D r 1A1 r R A C-- r � w :-_ LINE OF MARCH LANE. � � 4511N PER 12 � 1,
<br />o m SET CARSONITE WITNESS POST. j rn m
<br />P
<br />-- r 0' ) 20 � � ( S72' 55' W 495' ) (2-0 w
<br />���� Zr , - o p S72°55''W 31 -----------"---
<br />(S73"01'rV 310' GR[D=309.98')(15 =- - -(573°01'W 495' GRID=494.97') -
<br />---------------------- MARCH LANE
<br />- - -
<br />----------------------------- - 1.
<br />I� �' (573°16'48"'N 310.46')14 •� (573°17'45"W 495.29')14 -�
<br />573°19'05``"W 310.54' S73°17'20"W 494.20'
<br />CBMUD -- (S72002 .v 185 )2Q EBMUD (173 OR 280) -:N-. n r
<br />-- S72' 23' 50N 184.49 ! vm ( DWG MA -144 ) 9 EB��IUD U76 OR 61) ( DWG MA -143)
<br />(176 OR 126) 681.73') 12 14 vvmss_ (310.07' GRID = 310.05' ) �J9p 495.29' GRID = 495.26' 1�2
<br />(D'WO MA -145) 681.78' 310.06' = - — - — - 495.27
<br />--='�- =-- ----
<br />�"�- '�'�- ---- 493.69'(493.72' l(I'1
<br />'� -704>12' - — - _ 318.51'(318.53')12 .�
<br />��- - — �'-- 42.21 ( 42.14 l 12
<br />-- -- -- -- 34.99' 573°17'47"W 309.80' .. S73'17'01'"W 495.31'
<br />573°16'35"W 309.84')14 34>94 Si3°17'56"W 495.25')14 v v
<br />fD 3-1/2" BRASS STAMPEDF (34.95')12 (34.91')12
<br />EBMUD SURVEY STA P1794+63.54 (S13°101'W 309.35' 1� 573°01'W 495' GRiD-494.97')15
<br />RESET 2013" ON CONC MANHOLE STRUCTURE, GRID=309.33 ) 3 Lo
<br />AT C/L OF AQUEDUCT #1 PER CR 13-258, „ F �\ F� r 45115 PER 12 c
<br />SEE ALSO P1794+63>54 PER 14, RS 29-61, 35.32 1
<br />(35.34''12
<br />W RS 29-168, PM 17-72, PM 2 27, RS 33-142. U'
<br />J �
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<br />I '
<br />- t`i
<br />45126 P R a 2 �' 1�/1 ll 'J
<br />GRAND CANAL BOULEVARD r FD PER15 4, M P 24-73 !�
<br />- 3' BELOW ADE, NEXT TO I
<br />THE CONC MASS TO THE SOUTH
<br />WHICH IS 1.3' BELOW GRADE.
<br />PNI 2J -2J
<br />o
<br />PARC r
<br />LEGEND
<br />Q
<br />■
<br />b
<br />z
<br />n
<br />-------------
<br />P1769+77.82
<br />�
<br />� l D. 0. SPIE
<br />SHEET 4 OF 5 SHEETS
<br />IV
<br />1 =-00'30'09. 33 "
<br />GROUND DISTANCE GRID DISTANCE
<br />0.99994219
<br />AT POINT #1 EBMUD BRASS DISK P1769+77.82
<br />ELEVATION=12.0'+ NAVD88
<br />0 100 200
<br />SCALE: 1"=100'
<br />451 ON P R ;-F
<br />09N P R 12
<br />FD PER 15)14 3.4' BELOW GRADE,PER 15'1,4 3.5' BELOW GRADE,
<br />10.5' S UTH OF SOUTH CURB LINE ER A 10'0 EBMUD GATE VALVE COVER,
<br />OF MARCH LANE. + SOUTH OF SOUTH CURB LINE
<br />SET 4x4 POST OVER MON. MARCH LANE,
<br />(S72°55'W 195')(DO------------(S73°01'W 495' GRID=494.97') 15 ----(S73°18'45"W 494.99')1465.13'
<br />S73°18'37"W 494.96'(M -M) 65.05')12'EBMUD (176 OR 451) (DWG MA -14274=20'(74.15' i 12495.00'GRID 494.97'112 774+81.15(P1774+81.45)12X13495.02' 497.27'(497.30') J t
<br />45.52'
<br />42.39'(42.50')12 45.63')(12
<br />3416' S73°19'10"W 495.06'(M -M) 4.$9'
<br />34.85')12 (S73' 18'59"W 495.06')11 4.99'112573'01'W 495' GRID=494.97' )55095 P R 1J
<br />4510S P,ER 12 FD PER1514),PM 8-180, PM 18-146,
<br />FD PER<5)14, PM 1-113, PM 8-180, R5 13-2bJ- PM 6-4, 1.2' BELOW GRADE
<br />PM 18-146, RS 13-255. PM 6-4 AND 1.7' BELOW CONC CURB AT BANK
<br />2' BELOW GRADE NEXT TO THE CONC i DRIVE THRU.
<br />FOOTING OF A WALL. SET CARSONITE WITNESS POST.
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<br />PARCEL 1
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<br />ABBREVIATION LIST
<br />FOUND EBMUD BRASS DISK MONUMENT, AS NOTED
<br />FOUND ORIGINAL CONCRETE EBMUD R/W MON WITH 3/16" SQUARE BRASS PIN
<br />SEE ORIGINAL MON NOTES ON SHEET 5
<br />POSITION OF ORIGINAL EBMUD MONUMENT CALCULATED PER 12, POINT FALLS
<br />IN PAVED AREA, OR AS NOTED. NOT EXCAVATED ON THIS SURVEY
<br />EBMUD MOKELUMNE AQUEDUCT FEE RIGHT OF WAY RETRACED HEREON
<br />STREET R/W LINE
<br />EXISTING PROPERTY LINE
<br />CENTER LINE OF STREET
<br />CENTER LINE OF AOUEDUCT 41
<br />TIE LINE OR EASEMENT LINE OR PREVIOUS LOT LINE PER 20
<br />REFERENCE LIST (NUMBER
<br />RECORDED DATA IN ( )
<br />EBMUD AQUEDUCT STATIONING
<br />R/W RIGHT OF WAY
<br />P/L PROPERTY LINE
<br />RS RECORD OF SURVEY
<br />OR OFFICIAL RECORD
<br />M -M MONUMENT TO 'MONUMENT
<br />EBMUD EAST BAY MUNICIPAL UTILITY DISTRICT
<br />T TOTAL
<br />C/L CENTERLINE
<br />M & P MAPS AND PLATS
<br />SJCSR SAN JOAQUIN COUNTY SURVEYORS RECORDS
<br />CALC CALCULATED PER CITED REFERENCE
<br />CONC CONCRETE
<br />MON MONUMENT
<br />NF 'LY NORTHEASTERLY
<br />DWG DRAWING -REFERS TO EBMUD RECORD DRAWING
<br />FD FOUND
<br />PM PARCEL MAP
<br />4163
<br />EBMUD
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