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34 . / qj3
<br /> SHEET 2 OF 2 SHEETS
<br /> I
<br /> „FD. 3/4"0 IRON PIN WITH TAG
<br /> F URVEY
<br /> RECORD
<br /> RCE 8189 PER 0 DOWN l ' FD. 3/4"0 IRON PIN WITH NO3034' 50"W
<br /> AT W 1/4 SECTION CORNER TAG RCE 8189 PER 0 722.58'
<br /> AT CENTER OF SECTION 29 (TIE LINE ONLY) LAND OF THE EAST BAY MUNICIPAL UTILITY DISTRICT AS DESCRIBED IN THE
<br /> 1/4 SECTION LINE _ _ -- -- -- -- -- -- -- -- �----
<br /> • - ! (N85°54' 30"W )0 1/4 SECTION LINE GRANT DEED IN DOCUMENT NO. 2006-227857, RECORDED ON OCTOBER 27, 200 .
<br /> N89°45 24 W 2650. 76
<br /> ° "W 2650.87' ) 2 % BEING A PORTION OF SOUTHEAST QUARTER OF SECTION 299 T 4 N, R 9 ,
<br /> (N85 54 30 0 1/4 SECTION LINE
<br /> MT. DIABLO MERIDIAN, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> M
<br /> PL STATION 999+21 .50
<br /> • 3" BRASS DISK IN CONCRETE
<br /> co v STRUCTURE PER 0
<br /> BASIS OF BEARINGS
<br /> SET 2 1/2 ALUMINUM CAP
<br /> IN 2 112" 0 IRON PIPE ;% ', 40' WIDE EBMUD EASEMENT
<br /> (SEE MONUMENT STAMPING
<br /> DETAIL BELOW) % � � DOC. N0.2006-227859910/27/06 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE
<br /> SYSTEM OF 1983, ZONE 3, AND IS BASED UPON THE NORTH AMERICAN DATUM OF
<br /> 32.23', d 0 1983 AS REALIZED AT EPOCH 2007.00. SPECIFICALLY, COOPERATIVE GLOBAL
<br /> 1 � POSITIONING SYSTEM (CGPS) STATIONS: P1409 P273, P275, P276, AND P309
<br /> �'. SKS ENTERPRISES INC. AS PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) WERE
<br /> Fscc �'; I. N. 88-101099 FD. EBMUD CONC. USED TO CONTROL THE SURVEY. UNITS ARE U.S. SURVEY FEET. BEARINGS AND
<br /> �
<br /> MON, AT ROW LINE DISTANCES SHOWN ARE GRID, QUOTED BEARINGS AND DISTANCES PER REFERENCES
<br /> 'v „
<br /> Z N%; ��y`��o I '�.— o 7 W PER Q
<br /> z Cl N04 48 1 MAY OR MAY NOT BE IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM.
<br /> e9e9� 455.45'
<br /> o -
<br /> 0 '
<br /> (TIE LINE ONLY)
<br /> '� PL STATION 1003+94.00 21 LEGEND
<br /> v m;"c�, L 3" BRASS DISK IN CONCRETE �
<br /> MONUMENT STAMPING. ;.� , 00 STRUCTURE PER Q 1 -i���'
<br /> NOT TO SCALE o: �” 0 _ � �`' W ;'SSS � �6.`L2 `ASA• �ea �- � FOUND E.B.M.U.D. MONUMENT, AS NOTED
<br /> q?; O N .6,6S, ',s, iNp,2�� �'e�,•9 Q FOUND MONUMENT, AS NOTED
<br /> (TYPICAL FOR SET 2 1/2 ALUMINUM CAPS) -
<br /> ?: Ln m NLn U I' i 00, 0r� O SET 2 1/2" ALUMINUM CAP IN 2 1/2 0 IRON PIPE
<br /> �, CO`° LO BOUNDARY OF DEED DOC. NO.2006-227857
<br /> '
<br /> LO NN cp .,� �PS� N6h E.B.M.U.D. PROPERTY LINE
<br /> '"'M m N L(1 o. Mv0 -F D. EBMUD CONC. �,,
<br /> __
<br /> MON. PER QQ _ SECTION LINE OR 1/4 SECTION LINE
<br /> Lu EASEMENT� EASEMENT L INEM d 3 3 O FD. EBMUD BRASS DISK
<br /> LO Ln co cv N N Z a IN CONC. MON, AT ROW — - — - — - — - CENTER LINE OF RIGHT OF WAY
<br /> N N KRC AGGREGATE INC. _"N �,�cm , �' i s, LINE PER QQ 1` _ . . _ . . _ . . DETAIL OUTLINE
<br /> 92-050147 m a `� - ---
<br /> I. N. ; moIs, 0 oIS) U e �A1 ; D --------------- TIE LINE
<br /> �-' 3I cps m 0 cp FD. FOUND
<br /> o -- ti�� / 6�0�0 _ MH MANHOLE
<br /> ,/ O N n O.R.
<br /> 6' ALUMINUM CAP .� ��C. OFFICAL RECORDS/SAN JOAQUIN COUNTY
<br /> 0 o SET 2 1/2 ALU I 1 /
<br /> m m IN 2 ]/2" IRON PIPE h� `� FD EBMUD CONC. R.S. RECORD OF SURVEY
<br /> FD. EBMUD CONC. MON. ON NORTHERLY LINE h� h� / �•
<br /> Z �'I (SEE MONUMENT STAMPING . _ _ � MON. PER Q3 i ROW RIGHT OF WAY
<br /> DETAIL ABOVE) OF EBMUD 100 ROW, 4.26 SW FROM \�h ,/ • ti� I MONUMENT
<br /> �• INTERSECTION WITH 1/4 SECTION LINE MON
<br /> s,9 / ' �. .
<br /> „ ll /' �• CONC. CONCRETE
<br /> • --- SEE DETAIL A —, 1, `S�%9� /' i- FD. EBMUD BRASS DISKDOCUMENT NUMBER
<br /> , _ _ . •/ DOCO
<br /> � h'� LINE PER Qlb IN CONC. MON, AT ROW E.B.M.UD. EAST BAY MUNICIPAL UTILITY DISTRICT
<br /> REFERENCE NO. 2
<br /> FD. EBMUD CONC. MON. a % ; �h, DETAIL C ( ) RECORDED DATA IN ( )
<br /> I ON NORTHERLY LINE OF ` 'L � Ln
<br /> I A• / � , v Q off►
<br /> EBMUD 100' ROW Q � _ � NOT TO SCALE 0 DIAMETER
<br /> Ln , �, htp�� PL 668+14. 30 EBMUD AQUEDUCT STATIONING
<br /> Shoo 1/4 SECTION LINE PL STATION 1003+94.00 EBMUD FOLSOM SOUTH CANAL CONNECTION STATIONING
<br /> I. N. INSTRUMENT NUMBER
<br /> rn
<br /> 1/4 SECTION LINE %' oaf .'"� �i '99 /
<br /> '� ee9
<br /> 9 Q DETAIL ��B " - --""-- ,'�• S. J. C. R. SAN JOAQUIN COUNTY RECORDS
<br /> .0 , SEE � .
<br /> DETAIL "A 'x<
<br /> ��h FD. 3/4"0 IRON PIN PER r �• 0500927' 44"E
<br /> „ 0
<br /> NOT TO SCALE ; h� �•,ti�' - S50°27' 44"E 0.09 OF CORNER �• e REFERENCES
<br /> eL
<br /> FD. 3"0 BRASS DISK EBMUD MON. ohs ' �`�1 co N' FD. EBMUD CONC. MON. ON LINE _ 0 GRANT DEED, DOC. NO. 2006-2278579 O.R. , 10/27/06.
<br /> AT PL 668+14.30 IN ; h� / �' �� �`� 3.08' SW OF INTERSECTION 0 �. N2 RECORD OF SURVEY, R.S. 31
<br /> -17, S.J.C.R. , 2/22/90.
<br /> CONC. MH (HELD FOR JQUARE
<br /> OF % .'' �/ � �' oQ� ��� m m - FD. 3/4"0 IRON PIN O
<br /> /" �' 1 m o o PER 0 (BENT) 03 E.B.M.U.D. DRAWING NO. 4195-G-1509 1519 & 152.
<br /> EBMUD ROW PER 0) FD. EBMUD CONC. MON. •,` ' N ./
<br /> ' �J �`'� oh � m, N
<br /> / � to �' �_ PER 0 . , _ Q E.B.M.U.D. DRAWING N0. 10303-G RIGHTS OF WAY FOR
<br /> ,,• /- N
<br /> EBMUD PROPERTY LINE THE FOLSOM SOUTH CANAL CONNECTION AQUEDUCT
<br /> FD. BRASS DISK
<br /> 14.40
<br /> AT SECTION ( 14.43' )o . , DETAIL "B"
<br /> CORNER PER 0 FD 3/4"0 IRON PIN WITH TAG
<br /> UNDER FENCE - _ S38042' 10"E RCE 8189 PER 0 NOT TO SCALE Q7
<br /> AT GATE �.5 / j IE'L I--- 1i005• 09, AT S 1/4 SECTION CORNER z 1=-0018' 42.27"
<br /> E 30 29 •5�h / NE ONLY) -"---------- (N89°54' 53"W) SECTION LINE _ __
<br /> T A N R 9 _ _
<br /> - __ __ __ __ __'----- • -- -- -- o �' v GRID DISTANCE
<br /> • _ N89°45'52 iii�-X2652. 15' SECTION LINE Z GROUND DISTANCE _
<br /> M D M 31 32 (N89°54' 53"W-/ 2652.25' )o 17. 12' o 0 0.99994699
<br /> � �
<br /> FD. CONC. MON. AT ( 17.01 '
<br /> AT STATION PL 1003+94.00
<br /> �� /'/ )0 �'
<br /> ROW LINE PER OO ohm ,/ FD. CONC. MON. ELEVATION=278.0, ± NGVD29
<br /> 3
<br /> AT ROW LINE PER SKS ENTERPRISES INC. N
<br /> �• I. N. 88-101099
<br /> .�. 0 60 120
<br /> /
<br /> SCALE: 1" = 60'
<br /> FD. 3"0 BRASS DISK EBMUD MON. AT
<br /> PL 699+64.40 IN SQUARE CONC. MH
<br /> (HELD FOR � OF EBMUD ROW PER
<br /> f D. D. SHEET NO. 1
<br /> a■.
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