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39 P9 I o , HILDRETH LN P275 CONTROL DIAGRAM SHEET 1 OF 4 SHEETS � N 2304453° 746 RE SCALE� 1 "=266' C E 6356661 ° 685 F SURVEY ORD O P°�,�.► SITE LANDS OF THE EAST BAY MUNICIPAL UTILITY DISTRICT LYING WITHIN A PORTION OF LOT 21 OF SHIPPEE HOME RANCH, AS FILED FOR RECORD IN VOLUME 3 OF MAPS AND .� Lli SHIPPEE LN PLATS, PAGE 43, SAN JOAQUIN COUNTY RECORDS, SAN JOAQUIN COUNTY CALIFORNIA, -----_ -_____ __-___-- , �O C Q 99 0 PREPARED BY Cr L EAST BAY MUNICIPAL UTILITY DISTRICT SURVEY Y FOPPIANO LN OCTOBER, 2012 -- - --- --- --- --- - - ---- ------- ---------- es � 00 BASIS OF BEARINGS HAMMER THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83) , ZONE 3, AND IS BASED UPON THE NORTH AMERICAN DATUM OF 1983 AS qoe REALIZED AT EPOCH 2011 ° 00° SPECIFICALLY, COOPERATIVE GLOBAL POSITIONING SYSTEM VICINITY M je �% (CGPS) STATIONS- P257, P273, P275, AND P309 AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) WERE USED TO CONTROL THE SURVEY. UNITS ARE U. S. 0 SCALE) aSURVEY FEET. BEARINGS AND DISTANCES SHOWN ARE GRID, QUOTED BEARINGS AND DISTANCES PER REFERENCES MAY OR MAY NOT BE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM. • LEGEND P369 O N 2219667° 163 CONTINUOUSLY OPERATING GPS REFERENCE STATION PUBLISHED BY THE 89557° 83' 1 1-207A E 6431867. 10 CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) #3 S760491 5711W 0 SET REBAR AND CAP STAMPED EBMUD CONTROL FOR TEMPORARY • HORIZONTAL CONTROL POINT P273 � • FOUND CONCRETE NAIL ON TOP OF CONCRETE STRUCTURE, USED AS A N 2229969° 346 4918523 FOUND # TEMPORARY HORIZONTAL E 6366178° 864 S51022 25 E CONTROL POINT N44068' 61 ' E GPS GLOBAL POSITIONING SYSTEM N • � 4 71 ° 02' � N 67A EBMUD EAST BAY MUNICIPAL UTILITIES DISTRICT S46034' 33''W 0 1549° 60' 1 1-207B -- --- PROPERTY LINE � V) 11-267A # ( RTK 11 -269A STREET LINE CID 11-207B RTK 11-213x2 N RTK 1 1 -269x2 EDGE OF 166' WIDE EBMUD RIGHT OF WAY MEASURED STATIC GPS BASELINE p� __..._._.__._-----__._.......___.- 1 ' WIDE RETAINING S�90 999 �� 2 WALL GPS VECTOR IDENTIFICATION FOR EXAMP - - 9 LE 11 267A-YEAR 2611 DAY 267 OF THE YEAR (JULY 26) 9 A=FIRST STATIC GPS OBSERVATION OF THE DAY SURVEYORS N RTK 11-209 RTK GPS VECTOR IDENTIFICATION FOR EXAMPLE 11-269=YEAR 2611 , DAY 269 OF THE YEAR (JULY 28) N47038' 30''E THE PURPOSE OF THIS SURVEY IS TO RETRACE A PORTION OF EBMUD FEE RIGHT OF WAY x2 =2 RTK OBSERVATIONS TAKEN � t 1679° 19 AND TO DISCLOSE A z 11- MATERIAL DISCREPANCY WITH A RECORD OF SURVEY FILED IN BOOK--0°27 49° 61o 267A 37 PAGE 114 (R° S° 37-114) ° SURVEYOR'S S 11 -2678 THE SURVEYOR OF R. S. 37-114 DID NOT RESEARCH EBMUD THIS MAP CORRECTLY GROUND DISTANCE = GRID DISTANCE A RIGHT OF WAY MAPS AND CTLY REPRESENTS A SURVEY MADE BY ME OR UNDER o RECORD DRAWINGS PRIOR TO HIS SURVEY AND MISSED SOME KEY EVIDENCE NECESSARY TO MY DIRECTION IN CONFORMANCE WITH THE REQUIRE AN 0° 99994448 RTK 11-269 MINTS OF THE D S AT TEMPORARY CONTROL POINT #1 0 #1 RTK 11-213x2 RETRACE THE EBMUD RIGHT OF WAY, WHICH IS A SENIOR TITLE LINE TO THE PROPERTY PROFESSIONAL LAND SURVEYOR' S ACT AT THE REQUEST OF EBMUDJOHN SHOWN ON R. S. 37-1 14° FROM SEPTEMBER, 261 1 TO JANUARY 2612° �� . j► -� ASSUMED ELEVATION 30' J 2 � IN ADDITION TO THE EBMUD RIGHT OF WAY DRAWINGS ON FILE WITH THE COUNTY � N � SURVEYOR, DRAWINGS CONTEMPORANEOUS No. LS 7264 WITH THE ACQUISITION OF THE RIGHT OF WAY AND 1.. ., � * EXP.12/31/14 WRITINGS OF THE DEEDS, SUCH AS THE THREE DRAWINGS REPRODUCED ON SHEET 4 HEREON, STEVEN JOH MARTIN LS 7264 DAT 3 �� 0 200 E 9 40 0 ARE OFTEN AVAILABLE, THESE DRAWINGS EVIDENCE THE INTENT OF THE PARTIES IN THE SURVEY SUPERVISOR SITE -NEW RETAINING WALL 1 ' WIDE, ACQUISITION OF THE EBMUD FEE RIGHT OF WAY. THE EBMUD RIGHT OF WAY H EAST BAY MUNICIPAL UTILITY DISTRICT �F CA��F 0.7 OVER R/W LINE AS BEEN SCALE- I" = 200' : MONUMENTED AND MAINTAINED FOR OVER 86 YEARS. THE CENTERLINE IS MONUMENTED WITH � SEE DETAIL ON SHEET 2 /00�3Q APN 685-366-62 BRASS DISKS SET IN THE CONCRETE STRUCTURES OF AQUEDUCT NO° 1 ° THE RIGHT OF WAY COUNTY gg WAS MONUMENTED ABOUT A DECADE AFTER CONSTRUCTION OF AQUEDUCT NO° 1 WITH CONCRETE SURVEYOR'S S MONUMENTS AND A BRASS PIN CENTERED, GENERALLY BURIED 30'' DEEP. IN GENERAL, THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL DISCREPANCIES BETWEEN THE CENTERLINE AND RIGHT OF WAY MONUMENTS ARE RESOLVED BY LAND SURVEYOR' S ACT THIS ,Z_e DAY OFj¢Qy0Ry, 2613° 10 QROFESS/p HOLDING THE CENTERLINE MONUMENTS, AS THE CENTERLINE MONUMENTS WERE ESTABLISHED N� �Q AS M FIRST, AND RELATE DIRECTLY TO THE LINE USED IN THE ACQUISITION OF EBMUD' S FEE RIGHT OF WAY. � m �• �. No. 269.94 � SHIPPEE LANE THOMAS M. GAU, RCE 26994 *` EXP.3-31- y1� COUNTY SURVEYOR NOTE. REGISTRATION EXPIRATION DATE:3/31/13 qG'1V1�.• P CD OF CAI.�F�� Q NO FEE REQUIRED PER GOVERNMENT CODE 6163 AND GOVERNMENT CODE 27383 RECORDER'S S CD O `L Doc q: 2013-034211 FILED THIS DAY OF _A9_ 2013, AT �f A M IN BOOK 38 OF SURVEYS AT 03/14/2013 09:28:41 AM PAGE o2 , AT THE REQUEST Pa0) Kge: 1 of 4 Fee: $0 OF EBMUD. CD CD Sanneth Joaquinn1County eRecorders c� V5 7 Paid B y: SHOWN ON DOCUMENT m N 2098914. 437 E 6282975. 048 ,�. � �1' �,� , i� � �� IIIII CD KKM,1'td.�i�t► �1i 1'11,�-�... B Y D� C EBMUD KENNETH W. BLAKEMORE "��-�T/DEPUTY RECORDER (Do Do SHEET NO. 27) ASSESSO - - Bk 3W R RECORDER COUNTY CLERK L�