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NOTES: U
<br /> c,JOO P ,R,J` , N 53'04'25" W 16'
<br /> / r�`L� II _ _ /
<br /> 1. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES. TO CENTERLINE OF RR TRACKS--' N 0 o_ -_ ---� . \\ N 53'04'25" W
<br /> 1
<br /> DETERMINED BY TOPO �O,`�'yl /� i ,
<br /> CONVERT GROUND DISTANCES TO GRID DISTANCES MULTIPLY BY
<br /> THE COMBINED FACTOR OF 0.999926135. ,,---�� g,� rJ, X28, 32' `•� CENTERLINE OF RAILROAD TRACKS
<br /> ` DETERMINED BY TOPO
<br /> '25" W
<br /> 2. MILGEO AVENUE OVERCROSSING HAS BEEN RE-ESTABLISHED BY N 53'04 i 1 � ��s �M II II �� N 53'04'25" W
<br /> USING EXISTING STREET IMPROVEMENTS, RECORD GRID BEARINGS 1 �� 11 II -•-N 53'04'25" W�.,o \ .�701.26'(M 700.23'(R5) 699.73'(R7)
<br /> 1 O ------div - -44--- ---��--O
<br /> AND GROUND DISTANCES AS SHOWN ON THAT MAP FILED FOR I / r-c S � I1 II 73.98(M)(R3)(R11)
<br /> RECORD AT 15-STATE HWY MAP BOOK-31, S.J.C.R. ALL ---- ,v, c� I, I, i i 3 g ��
<br /> ------------- --`----____- ----------- 5 6
<br /> -------------------------- -------------------- --------' ✓ V N 0 M O ii
<br /> r-j
<br /> ---------- o
<br /> BEARINGS SHOWN ON (R1)(R2)(R3)(R11) HAVE BEEN ADJUSTED J O i �,�, I ,�, �`1 � / J N z N Za0 NI 55'17'29" W =`-N 34'42'31" E M o��
<br /> 00'08'55" COUNTER CLOCKWISE TO CONVERT BEARINGS TO GRID J -J 60.00'(M)(R3)(R11) 37.74'(M)(R3)(R11 o i���• SOUTH 99
<br /> BEARINGS AND ALL DISTANCES SHOWN ON (R1)(R2)(R3) WERE �o-�•- N 53'04'25" W 317.64'(M) 317.49' R10 ,v z �V- ) `O o" ��
<br /> HELD As GRID DISTANCES. THE MONUMENTS SET AND FOUND _ N 53 04 25" W 264.95'(M) 270.44'(R4) ���� 3-
<br /> -.0wm- c,, 00 �`-s/ FRONTAGE
<br /> --------------------------------- II ��... N 53'04'25" W ..�
<br /> FROM 23-PM-102 USED A BASIS OF BEARINGS FROM THE MAP w o ----------- ----------- ------------
<br /> o 0 ii II .o
<br /> OF LINDBLOM TRACT 7-M&P-20, WHICH CREATES A 5't EDGE OF CANAL IS UP TO _, � /�`�rk1,�'� / II ts' ts' I ROAD
<br /> N i 75.81'(M)
<br /> OVERLAP INTO SAID MILGEO AVENUE RIGHT OF WAY. 4'f SW'LY OF R.O.W. LINE h6 v, cn it II 77.01'(R5)
<br /> R5
<br /> REFERENCE DISTANCES FROM SAID PARCEL MAP TO SAID MILGEO ' ' rn rn II II M ( ) oo•
<br /> AVENUE MAP WERE NOT ACCEPTED BY THIS SURVEY. M o SOUTH FRONTAGE ROAD ��� �`�l 9/ �' / c° m ii �-i;--- HELD EXISTING � v 6; moo.
<br /> �O��a' 9� I� II IMPROVEMENTS FOR THE o � S
<br /> j 11 ii ESTABLISHMENT OF " ��'� �'
<br /> 3. SEE SHEET 1 OF 3 FOR LEGEND, REFERENCES AND BASIS OF Z `r' .! �i M 0
<br /> � �
<br /> O .L. N 53'04'25" W / ul
<br /> BEARINGS. o F 347.50(M) 352.63(R4) • S ! w �� MILGEO AVENUE M
<br /> �1�O /r•
<br /> 3 I DOC. # 2005-006013 11
<br /> /� , '� z 11 11
<br /> 1 �� ao I 10IN
<br /> ,`G�' G� FD. 3/4 I.P. TAGGED LS 7126 jkr°` '� rn II �, �� 51.58'(M)' 3
<br /> O tk ' �J I '�'S , GPS D1 '�. FD. 3/4 I.P. TAGGED �, io
<br /> 4O �0• t� 99`� (R4), 0.27 W LY OF THE `°�6/ LS 7126 (R4) 0.32' I � (n ii ii W V_
<br /> 50.90'(R5)
<br /> ��• g SW LY RIGHT OF WAY LINE OF �1 ' °o � II !'� II :r
<br /> �`' "
<br /> i 5N 53 04 25 W
<br /> y o 6� �O �� CO ,k,4 '�`� 'L . NE LY OF RIGHT OF `� O II N II I- 1
<br /> i ro I g 1 THE SOUTH FRONTAGE ROAD, 15' N ^ II II to x
<br /> r'o opo o \GJ. �,e41��� cn ! ��1 ���� 9,y`�1 HELD FOR N-S LINE ONLY t / UNE ONLY FOR T ER z cD rn (� ii M I ii z
<br /> J �cA4 rn 1• �, Z �� �, COMMON LINE BETWEEN I wo w U II z II w o rn z w �r
<br /> �s o pti off.' of `�` '��'
<br /> N 64'26'18" W R �p�/ PARCELS A & B. o II 2 5--1�Q Uj R
<br /> 5 �S�76-57'56"_E R r r r ^? ii iI 3-? oj-
<br /> � �,� ,p`L � y, /��� , �. ,.,., �I o. SFN „ I1 rx z zUj
<br /> =N M � r
<br /> O9 .g9 ,' `� l� i S 75'32'03" W(R) 23-PM-102 P, i > ii ii °" = z CjL
<br /> �� k'�,� �T i -------- / S.J.C.R. O II II '�0
<br /> t " \�O �/ a,0�;� • U6 N 55-36'52-_EL�- w ii is is 11 0 vl-i
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<br /> •°s F •sol i �. ,/ ii 11 o D
<br /> ` \VVell lo,.Nq" z w
<br /> % .,< D
<br /> 10,
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<br /> RECORD GRID BEARING TIES 'i ii o
<br /> �� ` O BY HOLDING MILGEO AVENUE it ii
<br /> DETAIL A 1 IMPROVEMENTS. I O 1
<br /> ��-1 �.� 1 0 �Q' i \ /.' (SEE NOTE 2 FOR DETAILS) it I ii
<br /> 1 0 Cc I w I I I I
<br /> N.T.S. '��G /
<br /> F0
<br /> t " ^
<br /> �P \\ � "
<br /> �j -FD. 3/4 I.P. i �� N 64'26'18" W R [�
<br /> V TAGGED LS 6406 ,•__.--------,-�-� 2\ ,c.� 1 -r- rr I C-
<br /> (R4) N 11 11
<br /> , 1 0 I rn II II
<br /> QUO 1 �r� l O ; • o'��\\ 7pJ0,
<br /> 'F`i 23-PM-102
<br /> V ti`!1�� .�Ol S 76'57'56" E R`` �iwl\` O S.J.C.R. ii ii M
<br /> P FD. 3/4 I.P. Pr\/ cc�(` I I I I
<br /> �\ �� • ,� TAGGED LS 6406 ii R4 2 ii
<br /> I II 16.t t5.s,( ) \\ Off, 23-P -M 102
<br /> s S.J.C.R. mI
<br /> kp
<br /> js \ .,p `o
<br /> DETAIL B P.
<br /> N.T.S. \ 2 s� 2 ii ii N
<br /> 00.
<br /> 0.
<br /> II II
<br /> ` 0�s
<br /> LINE TABLE
<br /> w II II
<br /> SEE NOTE 2
<br /> >�, FOR MILGEO - " /
<br /> P, II n
<br /> LINE BEARING LENGTH RIGHT OF WAY 11 ii FD. 3/4 REBAR
<br /> RECORD OF SURVEY • " \` msDISAGREEMENTS �� �� ,�' NO TAG, 25-S-200)
<br /> L1 M R4 N 00 41 41 W 28.56 �/ I WITH (R4) `"' ii II ' N 28'34'25" W 0.70'
<br /> L2 M N 36'54'26" E 4.65' �/ ``Srr �� II i�
<br /> L2 R10 /� FROM ACTUAL POSITION
<br /> FOR THE CITY OF RIPONL3 M R4 N 88-59'02" 4.43 W 4.48
<br /> L4 M R4 N 00'41'41" W 12.43'
<br /> w u
<br /> BEING A SURVEY OF A PORTION OF SECTION 19,
<br /> \� M M II II
<br /> T. 2 S., R. 8 E., MOUNT DIABLO BASE AND CURVE TABLE \�J � N N II I1 25-s-200
<br /> MERIDIAN, CITY OF RIPON, COUNTY OF \J `��� '� M � `X s.J.c.R.
<br /> SAN JOAQUIN, STATE OF CALIFORNIA
<br /> CURVE- RADIUS LENGTH DELTA / ��` '�\ z 0
<br /> 1 M R5 525.00' 176.53' 19'15'56" � '1�O \ /
<br /> 3 525.00' 66.11' 7'1253"
<br /> 4 525.00' 110.42' 12'03'03" / ` �� 00� ,�,0 SFN o II II
<br /> - ■
<br /> 5(M) 60.00' 13.12' 12'31'38" �1 •�6,,��� tktk SFN
<br /> 5(R4) 13.11' 12.30'57"
<br /> 6(M) 60.00' 20.86' 19.55'11"
<br /> -E N G 1 N -E -E f:K 1 N G 6 R4 19'55'14"
<br /> 7(M) 242.00 \ �g9 /
<br /> 1165 Scenic Drive, Suite A, Modesto, CA 95350 7 R4 142.30N11)33'4 33'41'27" �`� � •� �
<br /> 1'29"
<br /> Ph 209.571.1765 Fax 209.571.2466 8(M) 242.00' 72.46' 17•09'20" � �
<br /> 8(R10) 17.09'22" 5F� �p � /
<br /> odellenglneering.com 9(m) 60.00' 74.63' 71.15'52" �
<br /> 9(R10) 71'15'54"
<br /> 10 M 60.00' 94.25' 90'00'08" SOUTHWEST_
<br /> D D SHE 10 R10 90'00'00" CORNER \\�`t��
<br /> ET NO. 60 LOT 10 -- N 88'57'21" W
<br /> (R1)(R4) '� 49.02'(M)(R4)
<br /> SHEET Z OF
<br /> 3
<br />
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