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i
<br /> 9t
<br /> 5S-14
<br /> X=1,788,058.24
<br /> Y=523,244.49 1 1 S-1
<br /> 0=-0'27'00" (B) =1 789,021.75
<br /> Y=522,732.62
<br /> e =-0'26'52"
<br /> ti \000 0 �� -01 S 7702231s 11S-3
<br /> �� o / DETAILSET NAIL do SHINER N.T.S.
<br /> IN�• , !� FACE
<br /> M � S 67.12'38" 11S-2 Q G/ /V 5 POWER WEST
<br /> POLE. SET NAIL do SHINER
<br /> ty o 6$52 9s, E X=1.795,062,65 / S 22'36'13"E 79.48' O IN SOUTH FACE
<br /> 5S-15 ZO y Y=520,194.35 / �� POWER POLE.
<br /> • S 68'39'17"E
<br /> (X=1,788,707.01 � 0�-0'26'06 N NORTH FACEINER 62.90'
<br /> Y=521,749.04 1 S_1 ti ' / /
<br /> 0=-0'26'55" (B) DETAI o� 0 POWER POLE.
<br /> N.T.S. o S 68-18'36"E 154.40' /
<br /> Zr'r, SET CHIS."+" TOP VERT. CURB
<br /> ON ISLAND
<br /> .a, O \._,- SET PUNCH MARK ON 9\ 11S-3A
<br /> SOUTH GATE POST.
<br /> �''--S 23'06'41"E 48.71' S 41'58'50"W S 59. I S 28'01'29"E 192.59 —\ N.T.S.
<br /> SET CHIS."+" TOP VERT. CURB 54.12 11S-2 6430 4 06"E S 79'47'19"E 39.88'
<br /> �0 S 60'16'10"W 55.23' ON ISLAND N 6T5453"E DETAIL 0' Z::�SET PUNCH MARK ON
<br /> 69.86' -- � O N.T.S. WEST FACE FENCE POST
<br /> 5S-16 ��' 0S- SET PUNCH MARK ON SET CONCRETE NAIL W/BRACES.
<br /> �i OST 3.75' OFF-'' ON NORTH EDGE 0�
<br /> X=1 78 • y� GATE P MARIPOSA ROAD.
<br /> B GROUND. ��� "''�/p0
<br /> (Y=519,564.05 ) � �
<br /> 0=-0'26'49" 0 0
<br /> SET PUNCH MARK ON S 39'59'39"E O Rp
<br /> RQ� Q GATE POST 2.50' OFF 125.59'
<br /> GP` SOP` 1P GROUND. SET NAIL do SHINER 11S-3 S 11S-3A
<br /> ON ROAD SIDE OF X=1,800,627.89 X=1,802,103.27
<br /> POWER POLE Y=516.972.82 ?0 qs�, Y=51
<br /> 0=-0'25'23" 9>> 46,
<br /> 0 0' 5'12" SEG. 23
<br /> lis-4 9' SEG. 80 11S-4 Y•1N..R.-IE-
<br /> 0 " LP
<br /> T DETAIL G.M. W.G 1 X=1 802 995.58
<br /> FD. 3/4- I. IN A INTERSECTION S 80'50'11"E \ S Y-515 096.74
<br /> Z / \ 66-1,3.07. "
<br /> ARCH ROAD AND SOUTH 99 FRONTAGE ROA N.T.S. 0 1 16.7fiE 0=-0'25'05 SEG. 26
<br /> �• -� N 00'16'18"W FD. 3/4"(.PINS �9 5 0
<br /> FD. BOLT & WASHER IN
<br /> 79.51' TAGGED R.C.E. 8189
<br /> S 53'27'19"E PER P.M. 16-56 SEG. 2� MON. BOX, PER P.M.16-56
<br /> •fir- � S 73'49'20"W "33.50' N 55�21� 33.18' AT SECTION CORNER, REPLACED
<br /> WITH C.O.S. STANDARD DISK
<br /> DETAIL AND STANDARD #124 MON. BOX
<br /> �m O
<br /> 11S-7 N.T.S.
<br /> S 2T10'25"W 41.16' N 70'17'50"W 79.43' N 24'34'46"E 69.41'
<br /> SET CHIS."+"'S AT EAST END, SET NAIL ac SHINER ET PUNCH MARK TOP
<br /> OUTH AND NORTH SIDE WALKWAY POWER POLE WITH HIGH CYCLONE FENCE 6tO
<br /> ON ARCH ROAD OVERPASS TRANSFORMER 0 CORNER. 'o
<br /> N O
<br /> N
<br /> NORTH LITTLE 11S-6 lis- N 83'08'26"E 27.30'
<br /> JOHNS CREEK = 7 00.45 DETAIL SET NAIL & SHINER 60
<br /> 3S-9 SET CHIS."V' TOP Y-512,447.51 POWER POLE WITH
<br /> VERTICAL CURB " N.T.S. 11S-5
<br /> X=1,790,674.14 NORTH SIDE ARCH 8=-0'25 ,7 TRANSFORMER X=1.803.008.13
<br /> Y=515,411.92 X=1,797.7 .73 / Y=512,448.41
<br /> 0=-0'26'39" A) ROAD.
<br /> 1"W 56.03' ( Y=512 447.73 f(C)
<br /> Z Z N 78'32'45"E 32.66' Fp, BOLT ac WASHER 5�G' 21 O 0=-(r25'05"
<br /> SE� 26 5
<br /> SET CHIS.."V' TOP
<br /> IN MON. BOX AT (Y=512,448.5
<br /> X=1,803,007.981
<br /> VERTICAL CURB 1/4 COR. PER (C) JNORTH SIDE ARCH 5307.6a 1 (C)
<br /> cry 115-6 ROAD. C.O.S.
<br /> CED WITH BRASS DISKANDS-IIIIae.59'30 W 53p7 53•,CC, IN MON.BOLT
<br /> BOXWASHER
<br /> DETAIL STANDARD #124 MON. BOX. 30' (5 8g.59 1/4 COR. PER (C)
<br /> N.T.S. REPLACED WITH C.O.S. STANDARD DISK
<br /> acrd ROAp O 30' AND STANDARD #124 MON. BOX.
<br /> � CN
<br /> `��'� X 1 S 793 334.43zj C
<br /> o� 11S-7 Y=512,479.43 4366 14 "W Sv" 4.5EG• 0 N
<br /> J Y=112,392 36 1 =-26'19" N gg3415� SEG• Z U OG 51� SX51 3 MAP OF SURVEY Z
<br /> 0=-0'26'30" �{yj
<br /> Z
<br /> ,490.66 w SET CONCRETE NAIL N 16 24'47"E 29.14' CITY OF STOCKTON
<br /> 39' 5 NORTH SIDE N 29'18'45"W33.73' SET NAIL do SHINER ON
<br /> 3S-8 O s a� ARCH ROAD FD. CONC. NAIL do WEST FACE JUNCTION POLE T RAV E R S E CONTROL MONUMENT SURVEY
<br /> X=1,791,444.1 8 (A SHINER IN 7"X7"
<br /> (Y=512,252.12 ) FENCE POST. O PHASE XI
<br /> •
<br /> 0=-0'26'33 11S-6
<br /> DETAIL WITHIN SECTIONS 47,48,49,58,59,60,68,69,79 AND 80
<br /> N.T.S. OF THE C.M. WEBER GRANT
<br /> R.W. SIEGFRIED & ASSOCIATES CIVIL ENGINEERS BASIS OF BEARINGS: Bearings: distances and coordinates shown are AND
<br /> STOCKTON , CALIFORNIA AUGUST, 1992 based on the California Coordinate System-27, Zone 3. Multiply WITHIN SECTIONS 26, 27 AND 28 T. 1 N.,R.7E., M.D.B.&M.
<br /> SCALE: 1 '=800' distances shown by 1 .0000662 to obtain ground level distances. CITY OF' STOCKTON AND COUNTY OF SAN JOAQUIN CALIFORNIA
<br /> SHEET N0. 2 OF 3 SHEETS #7298
<br /> i
<br /> 150056
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