|
I
<br /> 1 1
<br /> Y
<br /> L3 7
<br /> FND. 3/4" REBAR WITH Qp
<br /> CAP STAMPED L.S. 4334 IN LEVEE Z CURVE RADIUS DELTA LENGTH CHORD
<br /> TURNOUT, C.O.S. NO. 12N-2 Cl 5.00' 62002'46r 5.42' S35 22'05"E 5.15'
<br /> PER R.S. 33-20 W W C2 43.00' 30039'29 23.01' S51 03'44"E 22.74'
<br /> W C3 5.00' 58 36'53 5.12' S65 02'26"E 4.89'
<br /> X= 6,311 458.868 (GRID) 7 8 P•�' 1�� 4 ___7r5_8'31" � °
<br /> \ = 2,184,447.945 X 6,315,206.70_ L] a C 5.00 6.80 S46 40 02 W 6.29
<br /> \ Y 2,181,808.30 (GRID) 1 R,5..33 22 C5 43.00' 136035'1 4102.51' S75°58'24 W 79.90'
<br /> \ gF�00K51DE E57A7V5, UNIT,
<br /> ' C6 5.00' 58 36'53 5.12' N65 02'26 W 4.89'
<br /> C7 942.00' 14009'49" 232.86' NO2 44'1 E 232.27'
<br /> Ir ASAos /1 1�/��P ����� C8 5.00' 7 58'31 6.80' N46040'02"E 6.29'
<br /> s<s �O�O� o C9 43.00' S0 01'1 37.54' N32°41'26"E 36.36'
<br /> d' \ C10 5.00' 62 02'46 1 5.42- 1 N26040-'4-1'E- 5.15'
<br /> N45052'37"W LANE LINE DIRECTION I
<br /> ��J \ 93 5150 GRID) o X 6 315 273.82 (GRID) MAH - L1 SIR CTI E DISTANCE
<br /> \ (GROUND) Y 2,181,743.20 t485039'18"E
<br /> N \ 800.00' L2 S40 39'18 W 58.44'
<br /> o ' S49°20'42"E L3 S 8 50 39'1 W 30.87'
<br /> ? z LANDSCAPE EASEMENT SEE NOTE 7 31.11
<br /> L5 SO420'
<br /> o o w \ I.N. 92148298 674.00' 14342E 85.00'
<br /> .00' L6 S06 57'54 W 12.75'
<br /> 101-7-
<br /> _ L7 SO4020'42 E 106.86'
<br /> m 3 M or N85°39'18"E 92.44' 303.00' L8 N85039'1 8E 25.00'
<br /> U- N \ - 42' 42 L9 N89 40'08 E 1 '
<br /> n M 0 °� o - - 371.00' 35• 20 20 ClO' IrrI 00.00�� o , " P.U.E PARCEL PARCEL
<br /> L11 S85039'1 W 7.00
<br /> N40 39 18 E 28.28 75 l r L 12 S85 39'1 W 40.00'
<br /> o to in PARCH 120J r w Y I
<br /> 15'� '�•, to RIGHT TURN OIL), I2UD L13 S88006'41 W 70.00'
<br /> "� 2.2582 ACRES GROSS d N L�! L14 N85039'1 8 E 10.00'
<br /> J' 0.2440 ACRES N.E__A F_ 0 J Q L15 N04020'42" '
<br /> 0 42' 3 142 ACRES NET ` �, °d N 60' WIDE P t6 I P.M. 1 13 L16 N15 39'21 W 1112.75'
<br /> 62 N04°20'42"W 61.31' 0 12 °0 OG
<br /> FND. 3/4" REBAR WITH --.., �''-- P.U.E. 1.8274 ACRES GROSS •d 0_ L17 N04020'42"W 85.00'
<br /> 17.5' 0.2094 ACRES N.E.A.E. L18 N85039'18"E 159.27
<br /> CAP STAMPED L.S. 4334 IN LEVEE R = 942.00' p��F�CEL 17.5' r 1.6180 ACRES NET w L19 S85039'18"W 139.00
<br /> Q ,
<br /> TURNOUT, C.O.S. N0. 12N-1 ���a r� J � � � = L20 N89°09'10"W '
<br /> PER R.S. 33-20 0 I = 10°14'21" `�� Z 132.60
<br /> (Y L = 168.34' PROPOSED -� 3 3 1 0 P.U.E. b rf-- L21 N89°14'04"E 128.14'
<br /> R = 900.00' CH= N00046'29"E N.E.A.E. L14 Cl `1'�y 15' o °0 iV
<br /> .a -, p L22 NS 51'55 E 78.90'
<br /> X= 6.311.243.918 p = 14°09'49" v 168.12' 50 P.U.E. (n L23 N87°51'S5 E 63.71 '
<br /> Y= ,1$0,844. 75 L = 222.48' _ - --� 3rr"W L24 N75 36'3 E 43.00'
<br /> (GRID) CH= N02044'1 2"E , �.-�SEE NOTE 7 1 _ , C V .� - - �" -"' o L27 I W
<br /> _ L25 N75036'37"E 43.00'
<br /> 40, - - N - 2 ug- I w L26 N85 39'18"E 17.00'
<br /> 221.92' --'2 T&58_ - ], 9.QQ__
<br /> N84°x•21 yy R N85°39 18"E !k __ - LY_
<br /> ( 221.16' -- �'"" - _ 15' CL„ C� L27 N89°56'40"E 127.02'
<br /> - RIGHT TURN ONLY � � C5 �`'' p W Y
<br /> PARCEL o Gi Z w Q BASIS OF BEARINGS:
<br /> 6242 EXISTING w I20B N 0 � N n-
<br /> 10' P.U.E. 'Ev ' o w
<br /> R = 942.00' ° rn� PAM 12M t N o: o� A LINE BETWEEN CITY OF STOCKTON CONTROL SURVEY MONUMENTS
<br /> N09 49 08"E 84.64 N �, 1.7580 ACRES GROSS N <a a 0 Lv NO. 12N-2 AND 12N-1, WHICH BEARS S03 27 58"W, AS SHOWN
<br /> D 03°55'28" o O v v v o °
<br /> L 64.52' SEE NOTE 7 PARCEL 120E o f NI 0.1325 ACRES N.E.A.E. r o) CO W PARCEL ON RECORD OF SURVEY FILED FOR RECORD IN BOOK 33 OF
<br /> CH= N07°51'23"E o rn r 0 � SURVEYS AT PAGE 20, SAN JOAQUIN COUNTY RECORDS. BEARINGS
<br /> 64.51 1.9740 ACRES GROSS � r� J 1.6255 ACRES NET aoo 00 120E ARE ALSO BASED ON CCS 83, ZONE 3.
<br /> 6 0
<br /> 0.1020 ACRES N.E.A.E. I a,
<br /> 42. o ALL DISTANCES SHOWN ARE GROUND LEVEL DISTANCES, UNLESS
<br /> 62'
<br /> (y� 1.8720 ACRES NET 0' P.U.E I OTHERWISE NOTED, AND CAN BE DIVIDED BY 1 .00006244 TO OBTAIN
<br /> I P.M, 19- 130 GRID DISTANCES. ALL COORDINATES SHOWN ON THIS MAP ARE BASED
<br /> R = 2200.00' 'o ON GRID.
<br /> v/ M
<br /> A = O1°58',9"
<br /> N LOT 120 aC L = 75.72' 1356' 13s.00' N 42' ° 42' MONUMENTS FOUND:
<br /> CH= N 10048'1 7"E . 292.00'
<br /> O 75.71' IRON PINS, 3/4" IN DIAMETER, WITH BRASS TAG ATTACHED AND
<br /> 0 366.23' STAMPED "RCE 8189", SHOWN THUS:
<br /> S85°39'18"W 797.23
<br /> 3/4" REBAR, WITH CAP STAMPED LS 4334 SHOWN THUS
<br /> o, _ 30' WIDE EMERGENCY PER P.M. 19-130.
<br /> o� 12' �FZ��f��11�� G5 TATES ,
<br /> UNIT r N�'� ACCESS EASEMENT TO SERVE 3/4" I. PINS TAGGED RCE 8189 IN MONUMENT BOXES SHOWN
<br /> 2 N 11°47'25"E �� J O-U 2 PARCEL 120M ' THUS .
<br /> 56, 43.52' 119 MONUMENTS SET:
<br /> 36. NOTES: REBAR 3/4" IN DIAMETER, 30" LONG WITH CAP ATTACHED AND STAMPED
<br /> 1. THIS SUBDIVISION CONTAINS 5 PARCELS ON 8.65 ACRES. "L.S. 4334" SHOWN THUS: UNLESS OTHERWISENOTED.
<br /> 2. ALL BEARINGS AND DISTANCES SHOWN ON THIS MAP ARE MEASURED,
<br /> LEGEND: GROUND LEVEL, UNLESS OTHERWISE NOTED.
<br /> (R) RADIAL BEARING LINE 3. THIS MAP REFERS TO CITY OF STOCKTON TENTATIVE MAP NO. 6-96. PARCEL MAP
<br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS 4. THIS MAP IS SUBJECT TO THE PROVISIONS FOR DRAINAGE AS SHOWN ON DRAWING
<br /> P.M. PARCEL MAP, BOOK-PAGE, S.J.C.R. NUMBER 6 OF THE CITY OF STOCKTON STANDARD PLANS DATED JULY 1 1984, AND �\ BEING A PORTION OF SECTION 31 , a
<br /> M. do P. MAPS AND PLATS, VOLUME-PAGE, S.J.C.R. ANY AMENDMENTS THERETO TO DATE. T.2N. R.6E., M.D.B.&M. O1
<br /> O.R. OFFICIAL RECORS- OF S.J.C., BOOK-PAGE w
<br /> I.N. INSTRUMENT NUMBER, S.J.C.R. 5. ALL PREVIOUSLY APPROVED ACCESS OPENINGS ALONG MARCH LANE AND BROOKSIDE CITY OF STOCKTON
<br /> FD. FOUND ON THIS SURVEY ROAD ARE ABANDONED AND REPLACED WITH THE NEW ACCESS LOCATIONS AS SHOWN SAN JOAQUIN COUNTY, CALIFORNIA
<br /> P.U.E. PUBLIC UTILITY EASEMENT ON THIS MAP.
<br /> EXISTING RESTRICTED ACCESS FROM McP 30-62 6. THE 30 FOOT WIDE ACCESS CENTERED ON THE LOT LINE BETWEEN PARCELS 120J AND S I EG FR I E D ENGINEERING, Inc. co
<br /> 120L SHALL BE A RIGHT-TURN ONLY DRIVEWAY AND SHALL BE GRANTED ONLY UPON
<br /> RESTRICTED ACCESS TO AND FROM PRIVATE CONSTRUCTION OF A MEDIAN TO PRECLUDE LEFT TURNS. THE OWNERS, DEVELOPERS e5E- i
<br /> ROADWAYS NOT DEDICATED TO CITY OF STOCKTON AND/OR SUCCESSORS IN INTEREST SHALL BE RESPONSIBLE FOR THE DESIGN AND
<br /> CONSTRUCTION OF THE SUBJECT MEDIAN. STOCKTON, CALIFORNIA SEPT., 1996
<br /> 7. THE THREE EXISTING ACCESS OPENINGS TO BROOKSIDE ROAD AND MARCH LANE AS
<br /> SHOWN ON P.M. 19-130 ARE RELINQUISHED AND REPLACED BY THE THREE ACCESS 1"=80'
<br /> OPENINGS SHOWN ON THIS MAP. SHEET 2 OF 2 SHEETS
<br /> C09DS 9
<br /> X96809
<br /> . 4c?
<br /> o MM139 #09
<br />
|