|
}
<br /> t
<br /> 4" IRON PIPE AT S.W. CORNER OF PARCEL 1 IIq A
<br /> N T F CHISEL
<br /> SET 3
<br /> I N TRAFFIC ISLAND •�
<br /> X=1.758,784.96 X=1.763,033.51
<br /> Y= 52.595.07 Y=554,242.52
<br /> N89.03-52"W 212.94 (GRID) N
<br /> SFN -------•- I SET 3/4" IRON PIPE AT S.E. CORNER OF PARCEL 1 SM, PARCEL M
<br /> X=1 758 997.87
<br /> 0.
<br /> SFN Y=552,591.60 o
<br /> ` j FD. 3/4" IRON PIN (A)(B)(C) ( b , BEING A PORTION OF
<br /> 171
<br /> ,. FD. 3/4" IRON PINS (B) o I SET PK NAIL & SHINER FD. PK NAIL (E) C�� a'. THE SOUTHEAST QUARTER OF
<br /> ri r' �,► SECTION 17, T.2N., R.6E. M.D.B.&M.
<br /> L -°y° " X=1 759 020.91 X=1,763,486.45 � w, » » '
<br /> N05 35 58 W FD. CHISEL L IN CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 00 ( 236.10'(GRID) 52, 6.62 Y=552.245.51 a �►, TOP OF CURB
<br /> °Urn (6 0 r% X=1.763,606.12
<br /> N NO2'42'38"E N89'2639"W 1217.00 GRID N89'54'36"W 3253.26 (GRID) Y=552,294.00 PREPARED BY:
<br /> S89.03'52"E M I 94.29'(GRID) LINCOLN ROAD w KJELDSEN -- SINNOCK & ASSOCIATES, INC. _.
<br /> SFN o ti 0) 212.95 213.23' (B SET PK NAIL & SHINER N o CONSULTING CIVIL ENGINEERS
<br /> I \X=1.759,016,45 LFOUNDK NAIL PER (E) d,w o =5 2,262.43 233.39 STOCKTON, CALIFORNIA MAY, 1992
<br /> 0' .n - to I Y=552,250.62 S67'5638"W
<br /> 0rl- 0, 1`) Z DETAIL A 129.11' (GRID) 'y'�,'v►
<br /> 05 PARCEL 1 0 0 w I TIE TO CITY OF STOCKTON CONTROL y�'
<br /> X=1.758,784.96 0 14907 SQ.FT. oI o wX=1.758.997-87G o
<br /> N
<br /> Y=52, 95.07 0.34 ACRES z 29' w Y=552,591.60 SCALE: 1 X300 fi BASIS OF BEARINGS:
<br /> N89'03'52"W
<br /> BEARINGS, DISTANCES AND COORDINATES ARE
<br /> 212,95 FD. 3/4 IRON PIPE BELOW ,a v+ BASED ON THE CALIFORNIA COORDINATE SYSTEM-
<br /> 0 NOO 7'15"E 6" CONCRETE CURB (DISIURBEO)(B)(D)
<br /> �'
<br /> ZONE III, CCS27. THE BASIS OF BEARINGS FOR THIS
<br /> 13'76 �' MAP IS A LINE BETWEEN MONUMENTS 1N-5 AND 1N-4
<br /> 1N-4 FD. BRASS DISC WHICH BEARS S16'33'33"E AS SHOWN ON THE RECORD
<br /> I IN MONUMENT BOX OF SURVEY RECORDED 1N BOOK 28, PAGE 58, S.J.C.R.
<br /> a X=1 763,920.96 ALL DISTANCES SHOWN ARE GROUND LEVEL
<br /> SFN ►�� O = 29'55'30.5" °C I EXISTING NDN-EXCLUSIVE INGRESS Y=551,258.16 �.
<br /> ® R = 65.00' (B) AND EGRESS AND PUBLIC UTILITIES DISTANCES AND MUST G MULTIPLIED B
<br /> ( L = 33.95 0.9999406 TO OBTAIN GRID DISTANCES UNLESS
<br /> 0
<br /> FD. 1" IRON PIPE C) EASEMENT, WIDTH VARIES AS NOTED. OTHERWISE NOTED).
<br /> (P.M. 9-133)
<br /> A 29'55'30.5" I
<br /> R 55.00' ���IQ
<br /> m t`� L 28.73' (B) I 0)
<br /> rN 1
<br /> FD. 3/4" IRON PIN (A)(B)(C) j' o Li
<br /> I MONUMENTS: " "
<br /> o a SET IRON PIPES, 3/4 DIAMETER, 30 LONG,
<br /> > WITH R.C.E. TAG NO. 32192
<br /> (i m a 0- I —0 FOUND MONUMENTS AS NOTED.
<br /> ax
<br /> d ...
<br /> oI I --e�— SET TRAVERSE POINTS AS NOTED.
<br /> in viI 25 I
<br /> 0
<br /> o DESIGNATED REMAINDER N REFERENCES:
<br /> 0 63565 SQ.FT.+
<br /> 1.45 ACRES ± -) o REFER TO TENTATIVE PARCEL MAP NO. TM 42-91
<br /> y r Z (A) PARCEL MAP, BOOK 14, PAGE 141, S.J.C.R.
<br /> -v oI w
<br /> z 13 ` (B) PARCEL MAP, BOOK 9, PAGE 133, S.J.C.R.
<br /> r \
<br /> � (C) RECORD OF SURVEY, BOOK 21, PAGE 193, S.J.C.R.
<br /> Go (D) RECORD OF SURVEY, VOLUME 13, PAGE 9, S.J.C.R.
<br /> N (E) PARCEL MAP, BOOK 17, PAGE 25, S.J.C.R.
<br /> SCALE: 1a=40' (F) RECORD OF SURVEY, BOOK 28, PAGE 56, S.J.C.R.
<br /> Go
<br /> w 40' �� ALL BEARINGS AND DISTANCES ARE MEASURED
<br /> SFN BO m G UNLESS NOTED OTHERWISE
<br /> 1 to N
<br /> FD. 1" IRON PIPE (B)(C) \\,� I Z EXISTING 15' LEGEND:
<br /> WIDE BRIDGE S.J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> S00'S6'15"E 1 R.S. RECORD OF SURVEY, BOOK - PAGE, S.J.C.R.
<br /> P.M. PARCEL MAP, BOOK - PAGE, S.J.C.R.
<br /> t 20.00'(B) 20.30'(CALC) O.R. OFFICIAL RECORD, BOOK - PAGE, S.J.C.R.
<br /> SECTION LINE !� 89'01'45"E 213.05' B 213.44'(CALC) N a SFN SEARCHED, FOUND NOTHING
<br /> SECTION LINE 17 16 CALC. CALCULATED DATA
<br /> 20 21 NOTE:
<br /> SFN M T.2N„ R.6E,
<br /> �( M.D.B.LM. 1. THIS MAP CONTAINS 1 LOT ON 14,907 S.F. WHICH SHALL
<br /> BE DESIGNED.
<br /> DRAINAGE WITHOUT POND NG OR AND MAINTAINED
<br /> CAUSINGTSOIL EROSION.OPER
<br /> 2. THE OWNER, DEVELOPERS, AND/OR SUCCESSORS IN INTEREST
<br /> SHALL PROVIDE SANITARY SEWER AND WATER SERVICES TO
<br /> THE "DESIGNATED REMAINDER".
<br /> 4 7hl,7 tila�o `fi�
<br /> � S�i6c/i✓rsior� 3. ALL EXISTING OAK TREES SHALL BE PRESERVED IN ACCORDANCE
<br /> �o Age,em -tel a!Aa� WITH HERITAGE TREE ORDNANCE N. 007-90 C.S. REMOVAL
<br /> -,7a1Adel 1e ._ ,S.JCR SHALL REQUIRE SPECIAL CITY LANDSCAPE ARCHITECT.PERMIT AND APPROVAL FROM THE
<br /> ONIP COs 91-21 SHEET 2 OF 2
<br />
|