Laserfiche WebLink
s�i <br />D <br />D. D <br />SURVEYORS NOTE <br />1. THE PURPOSE OF THIS SURVEY IS TO RETRACE A PORTION OF THE EBMUD RIGHT OF WAY; TO DOCUMENT THE <br />MATERIAL DISCREPANCY WITH THE LOCATION OF THE EBMUD RIGHT OF WAY PLOTTED ON R/S 38-107; AND TO <br />CORRECT THE RECORD IN REGARDS TO SOME OF THE STATEMENTS ON R/S 38-107. <br />2. THE DEED (DOC 2006-188504) FOR THE PROPERTY THAT IS THE SUBJECT OF R/S 38-107 COMMENCES "AT THE <br />INTERSECTION OF THE WESTERLY LINE OF PACIFIC AVENUE WITH THE SOUTHERLY LINE OF THE 100 FOOT WIDE <br />STRIP AS DESCRIBED IN DEED TO THE EAST BAY MUNICIPAL UTILITY DISTRICT, RECORDED DECEMBER 27, <br />1926 IN VOL. 176 PAGE 94, SAN JOAQUIN COUNTY RECORDS". IT IS FURTHER QUALIFIED AS "BEING LOTS <br />FIVE (5) AND SIX (6) AS SHOWN ON MAP OF SURVEY OF LOTS OF ROSE MARIE COMMERCIAL, FILED FOR <br />RECORD SEPTEMBER 14, 1967 IN BOOK 16 OF SURVEYS AT PAGE 142, SAN JOAQUIN COUNTY RECORDS" (R/S <br />16-142). RIS 16-142 CLEARLY SHOWS ITS NORTHERLY BOUNDARY AS DEFINED BY TWO EBMUD ORIGINAL CONCRETE <br />MONUMENTS WITH BRASS PINS (BOLTS) AND SO BY REFERENCE, THESE TWO ORIGINAL EBMUD MONUMENTS ARE <br />CALLED FOR IN THE DEED TO THE SUBJECT PROPERTY OF R/S 38-107. R/S 38-107 INCORRECTLY SHOWS THESE <br />TWO ORIGINAL, UNDISTURBED EBMUD MONUMENTS OFF BY 0.88' AND 0.52'. ADDITIONALLY, THE LOCATION <br />FOR THE EBMUD MONUMENT AT THE NORTHEAST CORNER OF THE BROOKSIDE TRACT AS PLOTTED ON R/S 38-107 <br />IS IN ERROR BY 0.84'. <br />3. THIS SURVEY RETRACES THE EBMUD ORIGINAL SURVEY OF 1925-28, WHICH WAS BOTH A RETRACEMENT SURVEY <br />OF THE THEN EXISTING SUBDIVISION AND SECTION LINES ALONG THE PROPOSED ALIGNMENT, AND AN ORIGINAL <br />SURVEY OF THE RESULTANT RIGHT OF WAY LINES CREATED THEREFROM. <br />BROWN'S BOUNDARY CONTROL AND LEGAL PRINCIPLES 6TH ED. SECTION 2.11 STATES THAT "THERE ARE TWO <br />PARTICULAR DECISIONS THAT EACH BOUNDARY SURVEY SHOULD TAKE NOTICE OF:" <br />ONE IS THE RIVERS VS. LOZEAU 539 SO.2D 1147 (1989) CASE: <br />"In working for a client, a surveyor basically performs two distinctly different roles or <br />functions: <br />First, the surveyor can, in the first instance, lay out or establish boundary lines within an <br />original division of a tract of land which has theretofore existed as one unit or parcel. In <br />performing this function, he is known as the "original surveyor" and when his survey results <br />in a property description used by the owner to transfer title to property that survey has a <br />certain special authority in that the monuments set by the original surveyor on the ground <br />control over discrepancies within the total parcel description and, more importantly, control <br />over all subsequent surveys attempting to locate the some line. <br />Second, a surveyor can be retained to locate on the around a boundary line which has <br />theretofore been established. When he does this, he traces the footsteps" of the "original <br />surveyor" in locating existing boundaries. Correctly stated, this is a "retracement" survey, <br />not a resurvey, and in performing this function, the second and each succeeding surveyor is a <br />"following" or "tracing" surveyor and his sole duty, function and power is to locate on the <br />ground the boundaries corners and boundary line or lines established by the original survey; <br />he cannot establish a new corner or new line terminal point, nor may he correct errors of the <br />original surveyor. He mast only track the footsteps of the original surveyor. The following <br />surveyor, rather than being the creator of the boundary line, is only its discoverer and is <br />only that when he correctly locates it" <br />4. THE ORIGINAL EBMUD SURVEY OF 1925-28 MADE USE OF THE BEST EVIDENCE FOR THE LOCATION OF THE <br />BROOKSIDE TRACT (3 M 54) IN EXISTENCE AT THAT TIME. THE ORIGINAL AQUEDUCT FIELDBOOKS REVEAL <br />THESE TIES TO THE BROOKSIDE TRACT: A TIE TO AN IRON PIPE AT THE NORTHWEST CORNER OF THE <br />BROOKSIDE TRACT (CD 14-31 & AQ FB D6 P 48) AND AN IRON PIPE AT NORTHWEST CORNER OF THE C.B. <br />CLOWES PROPERTY (SW COR OF THE MARCH GARDEN TRACT) (CD 14-32 & AQ FB D6 P 47). AN IRON PIN AND 2" <br />BY 2" STAKE WERE TIED ON THE SOUTH LINE OF LOT 18 OF THE MARCH GARDEN TRACT (AQ FB D6 P 49). A <br />TIE WAS MADE TO AN IRON PIPE AT THE NORTHEAST CORNER OF THE BROOKSIDE TRACT (AQ FB 06 PG 50-51). <br />ADDITIONAL SURVEY TIES TO THE STATE HOSPITAL PROPERTY WERE MADE IN AQ FB E9. <br />THESE ARE JUST SOME EXAMPLES OF THE ACTUAL FIELD TIES MADE TO RETRACE THE NORTH LINE OF THE <br />BROOKSIDE TRACT AS IT EXISTED ON THE GROUND IN 1925-1927. THERE MAY BE OTHERS IN THE TOPO NOTES <br />OR IN FIELDBOOKS NOT YET LOCATED AND REVIEWED. THE EBMUD SURVEY OF 1925-28 APPEARS TO BE THOROUGH <br />AND WELL DOCUMENTED FOR THE ERA. A NOTE ON PAGE 44 IN AQ FB 06 SAYS "THE DISTANCES FROM U.S.E.D. <br />MON & BARN WERE GOT FROM THE COUNTY ENGRS OFFICE" IN REGARDS TO TIES USED TO ESTABLISH THE 40' <br />WIDE COUNTY ROAD (MARCH LN.) ON THE C.B, CLOWES PROPERTY. THIS INDICATES THAT THE EBMUD ORIGINAL <br />SURVEYS WERE COORDINATED WITH THE COUNTY ENGINEERS OFFICE AS TO THE LOCATION OF ROADS THEN <br />EXISTING. <br />EBMUD PERPETUATED THE RETRACED LOCATION OF THE BROOKSIDE TRACT/MARCH GARDEN TRACT BY SETTING <br />PERMANENT DURABLE MONUMENTS IN 1927 FROM THE FINAL P LINE CONTROL PER AQ FB E30. <br />5. FROM BROWN'S BOUNDARY CONTROL AND LEGAL PRINCIPLES 6TH ED. SECTION 11.47 SUMMARY AND INTENTION <br />OF THE PRINCIPLES. <br />"...To determine the intent of each term of a deed without considering each term in light of <br />all the others is to err; the intent is to be gathered from all the terms of the deed, the <br />circumstances under which the deed was written, and the facts on the ground." (Emphasis added) <br />AND FROM WALSH V. HILL 38 CAL. 487 (1869): <br />"(W]e deem it proper to say, that in the construction of written instruments we have never <br />derived mach aid from the technical rules of the books. The only rule of much value -one which <br />is frequently shadowed forth, but seldom, if ever, expressly stated in the books -is to place <br />ourselves as near as possible in the seats which were occupied by the parties at the time the <br />instrument was executed; then, taking it by its four corners, read it." <br />PLACING ONE'S SELF IN THE SEATS OF THE PARTIES TO THE ORIGINAL EBMUD DEEDS, AND CONSIDERING THE <br />SURVEY THAT ESTABLISHED THE FACTS ON THE GROUND AT THAT TIME, THE ORIGINAL EBMUD SURVEY OF 1925- <br />1928 IS THE DEFINITIVE SURVEY IN THE CREATION OF THE DEEDS AND ON THE PHYSICAL LOCATION OF THE <br />EBMUD MOKELUMNE AQUEDUCT FEE RIGHT OF WAY. <br />6. R/S 38-107 CONTAINS SEVERAL STATEMENTS THAT BEAR CORRECTING. DUE TO SPACE CONSIDERATIONS ONLY A <br />FEW WILL BE ADDRESSED HERE (STATEMENTS PER R/S 38-107 IN QUOTATION MARKS AND ITALICS): <br />'RECORD OF SURVEY BOOK 38, PAGE 82 ESTABLISHES NEW BOUNDARY LINES AND DOES NOT RETRACE THE GRANT" DEED' - <br />THAT IS A FALSE STATEMENT. THE EBMUD RECORD OF SURVEY 38-82 RETRACED THE SOUTH LINE OF THE <br />MOKELUMNE AQUEDUCT FEE RIGHT OF WAY AS IT WAS ESTABLISHED ON THE GROUND IN 1925-1928 AT THE <br />TIME OF THE ACQUISITION. R/S 38-82 IS A RETRACEMENT OF A PORTION OF THE SURVEY THAT RESULTED <br />IN THE CREATION OF THE DEEDS BY WHICH EBMUD ACQUIRED ITS FEE RIGHT OF WAY. 'THE SUBSTANTIAL <br />CONCRETE MONUMENTS FROM THE 1925-28 EBMUD ORIGINAL SURVEY ARE EASILY RECOVERABLE. THE ROLE OF <br />SHEET NO. 290) <br />THE RETRACEMENT SURVEYOR IS TO RETRACE WHERE THE LINE HAS ALWAYS EXISTED ON <br />THE GROUND. R/S 38-107 FAILED TO RECOVER THE ORIGINAL LOCATION OF THE SOUTHERLY <br />LINE OF EBMUD WHICH IS THE SAME LINE CALLED TO IN THE DEED (DOC 2006-188504) <br />AND SHOWN ON R/S 16-142. <br />'...AND FOLLOWS IN THE FOOTSTEPS OF THE 1951 SAM JOAQUIN COUNTY SURVEYOR RETRACEMENT AND <br />THE SURVEYOR OF RECORD OF SURVEY BOOK l6,PAGE 142 - THAT STATEMENT IS ALSO FALSE. <br />R/S 16-142 STARTED ITS SURVEY ON THE SOUTH LINE OF THE EBMUD RIGHT OF WAY AS <br />DEFINED BY THE TWO EBMUD CONCRETE RIGHT OF WAY MONUMENTS. SAID MONUMENTS WERE <br />RECOVERED BY EBMUD IN MAY OF 2013 AND HELD ON R/S 38-82. THE FOOTSTEPS OF A <br />SURVEY ARE DEFINED BY THE MONUMENTS FOUND OR SET ON THAT SURVEY. IN ORDER TO <br />FOLLOW IN THE FOOTSTEPS OF R/S 16-142, THEN THE TWO EBMUD CONCRETE MONUMENTS <br />SHOWN AS DEFINING THE NORTHERLY LINE OF R/S 16-142 SHOULD BE HELD. R/S 38-107 <br />DID NOT HOLD THE TWO ORIGINAL EBMUD MONUMENTS DEFINING THE NORTHERLY LINE OF <br />R/S 16-142 AND THUS DOES NOT FOLLOW IN THE FOOTSTEPS OF THE SURVEYOR OF R/S <br />16-142. SIMILARLY, R/S 38-107 DOES NOT FOLLOW IN THE FOOTSTEPS OF THE 1951 <br />COUNTY SURVEYOR NOTES EITHER. SAN JOAQUIN COUNTY FIELDBOOK 441 PAGE 19 BY THE <br />LATE COUNTY SURVEYOR CHARLES B. WONG SHOWS FINDING AND HOLDING 4 EBMUD ORIGINAL <br />MONUMENTS ALONG THE NORTHERLY LINE OF THE BROOKSIDE TRACT. R/S 38-107 BY ZACHARY <br />WONG PLOTS AN INCORRECT LOCATION FOR ONE OF THOSE, CALLS THE OTHER 3 OFF AND <br />THUS DOES NOT FOLLOW IN THE FOOTSTEPS OF THE 1951 SAN JOAQUIN COUNTY SURVEYOR. <br />'THE 1966 EBMUD RIGHT -0F -WAY SURVEY WAS NOT A MAP FILED OF RECORD' - NOT TRUE. THE EBMUD <br />4195-G DRAWINGS SHEETS 1 AND 87 TO 155 INCLUSIVE WERE FILED WITH THE SAN JOAQUIN <br />SURVEYOR'S OFFICE PURSUANT TO THE CALIFORNIA BUSINESS AND PROFESSIONS CODE <br />DIVISION 3, CHAPTER 15 ARTICLE 5 SECTION 8765 (A), ON DECEMBER 8, 1967 AND HAVE <br />BEEN MAINTAINED IN THE COUNTY SURVEYOR'S OFFICE EVER SINCE. <br />'SHEET 5 AND 6 CLEARLY SHOWS THAT THE AS BUILT SURVEY LOCATIONS OF THE CONCRETE MONUMENTS <br />LOCATIONS ARE NOT CONSISTENT WITH THE GRANT DEED' - NOT TRUE AGAIN. SHEET 5 AND 6 OF <br />R/S 38-82 ARE A REPRODUCTION OF THE EBMUD 4195-G SHEETS 113 AND 114. THE EBMUD <br />4195-G RIGHT OF WAY DRAWINGS SHOW A RETRACEMENT OF THE EBMUD MONUMENTS SET AT <br />THE CONCLUSION OF THE ORIGINAL EBMUD SURVEY OF 1925-1928. THE ORIGINAL EBMUD <br />SURVEY RETRACED THE THEN EXISTING PROPERTY LINES AS SHOWN BY THE ORIGINAL FIELD <br />NOTES AND PLATS. SINCE THE ORIGINAL EBMUD MONUMENTS WERE SET FROM THE SAME SURVEY <br />THAT: RETRACED THE THEN EXISTING PROPERTY LINES; ESTABLISHED THE FACTS ON THE <br />GROUND AS KNOWN BY THE PARTIES TO EBMUD'S DEEDS; DETERMINED THE BEARINGS AND <br />DISTANCES USED IN THE DEEDS; AND SINCE THE ORIGINAL EBMUD SURVEY HAS BEEN <br />ACQUIESCED TO AND RELIED UPON FOR OVER 87 YEARS NOW; THE ORIGINAL EBMUD MONUMENTS <br />REPRESENT THE PHYSICAL EXPRESSION OF THE EBMUD DEEDS ON THE GROUND. ANY TRUE <br />RETRACEMENT SURVEY WILL SHOW MINOR BEARING AND DISTANCE DIFFERENCES FROM THE <br />RECORD. THAT IS THE NATURE OF MEASUREMENT. ALL MEASUREMENTS HAVE A POSITIONAL <br />UNCERTAINTY TO THEM. IT IS THE MONUMENTS THEMSELVES THAT CONTROL (CA CCP <br />SECTION 2077). <br />'IF ADDITIONAL MONUMENTS ARE ACCEPTED, THE NORTH AND SOUTH SIDELINES AS DETERMINED BY THIS <br />METHOD WILL CREATE GAPS AND OVERLAPS ALONG THE ENTIRE EBMUD RIGHT-0FWAY' AGAIN, NOT TRUE. <br />THE ORIGINAL EBMUD MONUMENTS DEFINE WHERE THE RIGHT OF WAY HAS ALWAYS EXISTED ON <br />THE GROUND. THE ACTIONS OF THE PARTIES TO THE EBMUD DEEDS AND THE LONG REPOSE OF <br />THE EBMUD MONUMENTED LINES PROVE THIS. IT IS ONLY WHEN A SURVEYOR IGNORES THE <br />EVIDENCE OF WHERE IT HAS ALWAYS EXISTED AND PLOTS RECORD DATA STARTING AT A <br />REMOTE LOCATION, THAT IT WILL APPEAR THAT THEY HAVE OVERLAPPED OR FALLEN SHORT <br />OF WHERE THE LINE EXISTS ON THE GROUND. <br />7. THE SURVEYOR FOR R/S 38-107 ACCEPTED ONE ORIGINAL EBMUD MONUMENT SOME 4000' <br />+ WEST OF HIS CLIENT'S PARCEL, CALLED SEVEN OTHER, CLOSER, ORIGINAL EBMUD <br />MONUMENTS OFF, AND PURPORTED TO HOLD THE ORIGINAL EBMUD MONUMENT AT THE <br />NORTHEAST CORNER OF THE BROOKSIDE TRACT, WHICH WAS NOT RECOVERED. THE R/S <br />38-107 PLOTTED LOCATION FOR THE EBMUD MONUMENT AT THE NORTHEAST CORNER OF <br />THE BROOKSIDE TRACT IS IN ERROR BY 0.84' (REFER TO SHEET 2 FOR THE TRUE <br />LOCATION FROM FIELD MEASUREMENTS DATED 6-9-1964 (FB3345)). <br />8. THE PLOTTED LOCATION FOR THE SOUTHERLY LINE OF EBMUD'S FEE RIGHT OF WAY SHOWN <br />ON R/S 38-107 IS NOT IN HARMONY WITH THE OTHER SURVEYS ALONG MARCH LANE <br />INCLUDING: THE 1925-28 EBMUD SURVEY WHICH RETRACED THE NORTHERLY LINE OF THE <br />BROOKSIDE TRACT AND ESTABLISHED THE LOCATION FOR SAID RIGHT OF WAY; SAN JOAQUIN <br />COUNTY SURVEY NO 4461 DATED MAY 1937 (SEE FB 186 PAGE 1); THE 1951 COUNTY <br />SURVEY SHOW IN FB 441 PAGES 19-20; R/S 13-255, RS/S 15-107, R/S 16-142 & R/S <br />18-146 BY MARSHALL DUNLAP; R/S 14-185 & R/S 17-60 BY ROBERT SIEGFRIED; PM 1-2, <br />PM 6-4, PM 8-180, MAP 24-73 & MAP 25-76 BY ROBERT SIEGFRIED; PM 1-41 BY MARSHALL <br />DUNLAP; PM 2-39 BY C. CHANCE WONG; PM 5-129, PM 5-132 & PM 6-86 BY ALBERT <br />SANGUINETTI; AND MANY OTHERS. <br />ULTIMATELY R/S 38-107 IS NOT IN HARMONY WITH THE DEED TO LOTS 5 AND 6 OF R/S <br />16-142 AND HAS NOT RETRACED THE LOCATION OF EBMUD FEE RIGHT OF WAY AS ACQUIRED <br />IN 1926-28. <br />STOCKTON <br />5 rtlPlc� <br />f o J <br />SITE <br />c`, v <br />1NKG� �y rD <br />9 <br />I\ G <br />rr� <br />VICINITY MAP <br />(NO SCALE) <br />SHEET 1 OF 5 SHEETS <br />LAND OF THE EAST BAY MUNICIPAL UTILITY DISTRICT IN THE CITY OF STOCKTON <br />AS DESCRIBED IN THE GRANT DEEDS: 176 O.R. 94, 153 O.R. 398, 173 O.R. 204, <br />170 O.R. 314, 181 O.R. 319, 176 O.R. 451, 176 O.R. 61, 173 O.R. 280 AND <br />176 O.R. 126, SAN JOAQUIN COUNTY RECORDS, CALIFORNIA, <br />BEING A PORTION OF SECTIONS A AND 5 OF THE C.M. WEBER GRANT. <br />PREPARED BY <br />EAST BAY MUNICIPAL UTILITY DISTRICT SURVEY <br />JANUARY 2016 EBMUD <br />BASIS OF BEARINGS <br />THE BASIS OF BEARINGS AND COORDINATES FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM <br />ZONE 3, NAD 83, EPOCH 2011,00, AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER <br />(CSRC). DISTANCES SHOWN ARE GRID, TO OBTAIN GROUND DISTANCE, MULTIPLY GRID DISTANCES BY <br />1.00005781. QUOTED BEARINGS AND DISTANCES PER REFERENCES MAY OR MAY NOT BE IN TERMS OF <br />THE CALIFORNIA COORDINATE SYSTEM. <br />SURVEYOR'S STATEMENT <br />THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE <br />WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT AT THE REQUEST OF THE EAST <br />BAY MUNICIPAL UTILITY DISTRICT FROM AUGUST 2013 TO JANUARY 2016. <br />vi Z <br />No. LS 7264 <br />DATE: Vr <br />STEVEN JOHN MARTIN, PLS 7264 <br />y, ,� <br />SURVEY SUPERVISOR <br />EAST BAY MUNICIPAL UTILITY DISTRICT \\ of r7\_F <br />COUNTY SURVEYOR'S STATEMENT <br />THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND <br />SURVEYORS' ACT THIS 19't�LDAY OF = %?u ? `( 2016. <br />WARREN D. SMITH LS 4842 <br />ACTING COUNTY SURVEYOR <br />DATE: Z-L9-20fu <br />RECORDER'S STATEMENT <br />NOTE -.r} -.j. e) r <br />NO FEE REQUIRED PER GOVERNMENT CODE FILED THIS �( DAY OFd'.lkl/ , 2016. ATtIM., IN BOOK OF SURVEYS AT <br />6103 AND GOVERNMENT CODE 27383. PAGE AT THE REQUEST OF THE EAST BAY MUNICIPAL UTILITY DISTRICT. <br />Doc n: 2016-020548 <br />02/23/2016 10:02:16 AM <br />Page: 1 of 5 Fee: $0 <br />Steve J. Bestolarides <br />`an Joaquin County Recorders <br />Paid By: EAST BAY MUNICIPAL UTILIT'( DIST. <br />e <br />STEVE J. BESTOLARIDES <br />COUNTY RECORDER <br />ASSESSOR -RECORDER -COUNTY CLERK <br />SSkSTANT/DEPUTY COUNTY RECORDER <br />r <br />