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CENTERum COORD A CURVE DATA TABLE BAUMBACM Ck rl^ZZA, IMC-
<br /> LOT
<br /> IVC.LDT 17ADIU L A NGT TANGENT C ORD CH. BEARING I. REFER TO SUBDIVISION APPLICATION NO.: TM 35-91. S 3/4"z " 11W RODS CAPPED & STAMPED "RCE 19638" SHOWN CIVIL ENGINEERS
<br /> = CALIFORNIA COORDINATE SYSTEM-83, ZONE III 104 65' 2'5427" 3.30' 1.65' 3.30' SO9'19'00"W 2. A SOILS STUDY OF THIS SITE HAS PREPARED BY KLEINFELDER, INC. THUS: -07LOSS OTHERWISE NOTED. STANDARD MONUMENT BOX SURVEYORS
<br /> 105 65' 45'08'5 51.22' 27.02' 49.90' S14'42'40"E DATED MARCH 19, 1997, FILE NO. 20-4019-01-GOI. TO BE PLACED "VE MONUMENT SHOWN THUS: O . CHISELLED LODI, CALIF.
<br /> Uj [1=2203590.06 N=220356756 106 65' 40'26'40 5.88' 23.94' 4.94' S5730'29 3. THIS SUBDIVISION CONTAINS 10.34.1 ACRES GROSS AND 49 LOTS. CROSSES 'f' ftff SET IN CONCRETE SIDEWALK AT 4-FOOT OFFSETTO FRONT.LDTMNERS ON EXTENSION OF LOT LINE. 3 TRACT N0. 2917
<br /> 6319571.48 E=6320402.39 107 29.61' 6' 7" 4. THIS SITE IS NOT SUBJECT TOA 100 YEAR FLOOD. ,� "x24" IRON
<br /> 104-107 65' 114'36'11" 130.01' 101.25' 109. 0' N46'31'50" 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS AND BOOK OR RODS CAPPO *XAMPED "RCE 19638" WILL BE SET AT ALL REAR SUBDMSIONS OF SAN JOAQUIN COUNTY
<br /> 0 N=2203577.48 © N=2203566.84 Q 118 225' 3'27'49 13.60' 6.80' 13.60' N8714'15 VOLUME PRECEDES PAGE. LOT C0�
<br /> E=6320270.36 E=6320417.49 (D 120 275' T2749 16.62' 8.31' 16.62' N8714'157 6. EACH LOT SHALL BE DESIGNED, GRADED AND MAINTAINED TO PROVIDE Le ARnN ESTATES, UNIT ND. 3
<br /> 0) N=2203576.76 1 60' 34'20'10 35.96' 18.54' 35.42' S84*I5'04 PROPER DRAINAGE WITHOUT PONDING, CAUSING SOIL EROSION OR DRAINAGE �►
<br /> E=6320285.45 ® E=6320739.103 1 60' 43'30'06 45.55' 23.94' 44.47' S45*ff-5 ONTO ADJACENT PROPERTY. ALL LOTS ARE TO DRAIN FROM REAR TO �' BEING A PORTION OF THE SOUTHEAST QUARTER OF
<br /> 127 60' 30'58'34 32.44' 16.63' 32.04' S08'05'3 FRONT, UNLESS OTHERWISE NOTED. PUE = PVMX MLITY EASEMENT 0.R. = OFFICIAL RECORDS SECTION 5, T.2N., R.6E., M.D.B. & M.,
<br /> 1 5-127 60' 108'48'50 113.95' 83.83' 97.58' S4700'45 7. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED. (R) = RADUL FARING R.S, = RECORD OF SURVEY
<br /> LOT AREA DATA &3 139 225' 3'2749 13.60' 6.80' 13.60' N8714'157 8, THIS FINAL MAP IS SUBJECT TO THE PROVISIONS OF A SUBDIVISION M & P= ,MAPS AM, PLATS (BOB) = BASIS OF BEARINGS CITY OF STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> NEAREST SQUARE FOOT 1D 141 275' 3'2749 16.62' 8.31' 16.62' N8714'15 AGREEMENT RECORDED ON O _ _ 1999,AS INSTRUMENT C.O.S. = CITY OFSOCKTON NOVEMBER, 1998 SHEET 2 OF 2 SHEETS SCALE:1"=80'
<br /> NO. 99DA-Z2 "L°i'SAN JOAQ N COUNTY RECORDS. © = CEN'!E COORDINATE REFERENCE BASIS OF BEARINGS:
<br /> LOT SQ.FT. LOT S .FT, CENTERLINE CURVE DATA
<br /> 103 7200 13386 Q GE 250' 3'2749 15.1i'l 7.56' 15.11' N8714'15 = PD 3/4-ISN ROD, TAGGED "RCE 19638" PER R.S. 33-161, BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE CALIFORNIA
<br /> 104 6848 127 7909 V[ PUTMAN il'A 250 103949" 46.53' 23.33' 46.46' N0220'J5"W • - UNLF:aSFlER1rISE NOTED COORDINATE SYSTEM-83, ZONE 111. A LINE BETWEEN CITY OF STOCKTON
<br /> 9650 128 6937 /4 V ROD, TAGGED "RCE 19638" IN MON BOX PER MONUMENTS NO. IN-8 AND NO. IN-9 BEARS NO3-5727W AS CALCULATED
<br /> 106 -1-2-6-091 129 6642 k&P -, UNLESS OTHERWISE NOTED. (TO BE SET FROM CITY OF STOCKTON TRAVERSE CONTROL MONUMENT SURVEY, PHASES
<br /> 07 7183 1 130 6503 DURING ONSTRUCTION OF LeBARON ESTATES, UNIT NO. 2.) XII & XI11, FILED FOR RECORD 1N BOOK 33 OF SURVEYS, AT PAGE 20,
<br /> 108 7138 1 131 6365 = F,0314-20N ROD, TAGGED "RCE 19638" PER M&P ___ __ SAN JOAQUIN COUNTY RECORDS, ALL DISTANCES SHOWN ARE GROUND
<br /> 09-113 7200EA 132-134 6222EA UNLESSMER WISE NOTED LEVEL DISTANCES AND MUST BE MULTIPLIED BY 0.99994280 TO OBTAIN
<br /> 114 7440 135 7184 = f'03/4*&N RDD, TAGGED "RCE 19638" PER M&P 33-58, GRID DISTANCES.
<br /> 115 8400 136 9361 UNLESS SHERWISE NOTED
<br /> 116 7440 137 9135 = FD 3/4- 'EON ROD, TAGGED "RCE 19638" IN MON BOX PER
<br /> 117 7440 138 7560 1l&P 39- 8, UNLESS OTHERWISE NOTED
<br /> 118 7395 139 7487
<br /> 119 7179 140 7254
<br /> X=6321911.858
<br /> !6847
<br /> 975 7069 Y=2205854.950
<br /> 21-123944 A 142-144 7 56 A
<br /> 24 1 5- 50 7168EA FD. S.J. CO. BOLT & WASHER125 919 151 8201 AT 114 SECTION CORNER O S 33-20)�
<br /> C.O.S. MONUMENT NO- IN-9 I
<br /> I � I
<br /> �--FD 3/4" IRON ROD PER 1�-1203972.0716_ ;p--
<br /> RS 29-129 (NO TAG)
<br /> --'�`--- g=500' N89'00'10"W - 40'
<br /> 130.21' •
<br /> o S6z 19'50 A ; 5g.06' r, L='75.63 ORVIS DRIVE I
<br /> R;gO t 71.13' cr =8 40'00"
<br /> • L�9p2gp� Un 5740'10"W-40.68' I
<br /> N=2203850.8612 �9� �� D�174 • 9 I
<br /> _ "��i ' ® 7 08' z
<br /> z S I __ NOZ59 39 E 35 87
<br /> LeEAkDN ETATES, UNIT PID, 2 iM 8 P } J v �� I S89'00'14"F
<br /> 6t p' 99.93' _ = I
<br /> ® R 250 , L 46.53
<br /> _ 476.40' 277.00' _ 54.97 "� R- 5' i
<br /> - - • N88'58'10"W _ - -- - • -- - 808.37' • • �,=13 �,pp^ 1 58700'21"E 152.00' M 131 1
<br /> ORVIS DRIVE p-�� i 102,00,
<br /> --I - T ---� - ----�----- 1___ _--I _ -T- I pEo
<br /> 132 _� 589'00'10"E I
<br /> o 60 I i I I I I I I I I = I _' co a' 102.13'
<br /> LeBARON ESTATE:, r I �' `� �I
<br /> LR�IIT IdD, . M 8: P 33-.•5} I .d
<br /> o 0
<br /> of i ;= = , I I I I o Ng 02 00' M
<br /> 130 "DESIGNATED REMAINDER" I
<br /> 67 504'05'30"E o G6 I b� I 64 I E,3 I E,c I 6 I t I .�y I `�E 8 I =7 I `6' i I N I z o 133 °'� �, S89'00'10"E SN 7908-64o V7� 40' z
<br /> �*. 16.53' �?
<br /> = N85'S4'30"E
<br /> z I i I I I I I I I I I I N6858'1�'M 130.05' i� 104.33'
<br /> S88'58'10"E( ( I I I I I I I I I 954.07' I 63 OD' 67.05' N870021W °- 129 0 1
<br /> Q 12000' a: I 1 1 1 �, 102.00' , cn o
<br /> �jj /�q 10 78.87' 64 00' 64.00' 64.00' 64.00' 64.00' 64.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' 63.00' ,`ten o o " I
<br /> 103 3 0� o qc 25.10' w um - 134 `� �25'(25'n' S89'00'10"E
<br /> 0 cz> o cD P .- .p w w w w w w w w w w w w rn
<br /> cea.) c •V c c e e c c e e0 CJ M I
<br /> o © c� o 0 0 0 6 0 o g o 106.52'
<br /> N 85'54'30'E z 'r' c� a o o ,n o ;n o 'n o .n �n o n o n a n o in `'' .n o o rn� cn cu c.t
<br /> 25' 25'o S_ 151 150 149 148 ^ 0 147 146 g -- � 143 -- � "� •� Ns7o021"W I �• =so
<br /> N 145 144 ^ 142 � 141 � 140 139 138 137 •� 136 o SCALE 1" N
<br /> 120.00' 8.46' ' :n o -~o o o c o o .-, o - o - o - o - o `~ o o - o N w `m 102.00' o o", ; 128 o e
<br /> 104 � bl�� I I z ^ z ^ � ^ z -- z ^ z -- z -" z -" � -- � ^ z ^ -- z ^ ^ � � � �' 0 26.09' "r o
<br /> o L=3.30' `* 'N46'31'50"W o o m 135 , 1 S89'00'10"E o I
<br /> I N82' ' �' t` _ 12.1 o � N4700'45'E 1 p�-?
<br /> N 17.54' 10' PUE 0 r- o v�
<br /> •� rnN� "N"-� -�`-'- 0�10 Q` ZJ xiJ �Qa;, ' ,o^n o ^
<br /> Q10'rP_U
<br /> E x-
<br /> _ -1
<br /> 8o.0
<br /> 7
<br /> �0'
<br /> 104.08'
<br /> 0
<br /> 12435.
<br /> 02O
<br /> 386
<br /> Z 3.91'
<br /> (RJ
<br /> C>106.41' 6.95 00 - -64.00 - - --64.00- A 64 00` -64.00` -64 00 - - --63.00- --63.00`- -63.00'- 34.30`- -63.12'- 42.08' -63.00'- -63.00 -62.08'- - -89.50` _ oreN85'S4'30 E 664.25'N885810W 1
<br /> I
<br /> I2117.30' N835810W 127
<br /> N8658'10"W 6��UO' � .
<br /> o o o 321.70' 44'
<br /> o oGERER DRE ; 1105 � Wco
<br /> 117.3C 0N88S8'10W 611.14' 8532 S78'3451„E300 1 N88'58'10W 237.54'
<br /> -60.00'- 60.00'- r -60.00'- 60.00'- 62.00'- 70.00= 62.00'- -62.00'- 1.76'o -38.43' '
<br /> � 6 1'_ -62UO'- 6l2000P-) - 9.54'-33.00'N . . ' 0' PUE F 5' PUE a�3FD. CITY OF STOCKTON BRASS0
<br /> 106 107 108 o 109 110 111 1120113 114 115 116 117 118 119 10 126 121 124 L=35.96- SURVEY MONUMENT STAMPED
<br /> i - � o
<br /> C--
<br /> C\2 w-. UCQ0 ,n cn RC.E8189 IN-8 AT SECTION
<br /> 123 125 CORNER (RS 32-20)o o o o
<br /> cv
<br /> ooco 0 o CO.S. MONUMENT N0 1019
<br /> -crEn cn V) Lo 10' PUE � .
<br /> 121.66'- -77.22'- - 60.001- -60.00= -60.00- -` 0.00'- P 4 -60.00- -62.00- 70.00`T ,� 62.00' 62.00' 62.00' 62.00' 62.00' 52.50' 99.40' 88.19'
<br /> ►""
<br /> 801.82'
<br /> N8658-10"W 1239.36' 197.08'
<br /> 10' WATER LINE EASEMENT 10' WATER LINE EASEMENT EX 10' PUE PER M&P 33-58
<br /> CD o F' o, o �'f�o 3 " _ PER I.N. 90029969 PER I.N. 90029968 - I - N89'04'S0"W 998.90' PER R�S 3��161
<br /> B �' �� (O.R. 2876 1361) SECTION 4
<br /> -- o FD 4 IRON ROD, S09'27'00"E 0.11' S88'23'30"E-199.35'
<br /> LEI, N �^ FROM CORNER. (R.S. 33-161)
<br /> S88'42'40'E-208.29' SECTION 5
<br /> 1/4 SECTION CORNER SECTION LINE1Q R=275', L=16.62' [Y=2203218
<br /> X=6322094,252
<br /> ® R=250', L=15.11' .405
<br /> N8657'20"W ® R=225', L=13.60' 2645.45'
<br /> SECTION 8 SECTION 9
<br /> T.2N., R.6E., M.D.H. & M.
<br /> 9863--3FM.DWG (D.D. SHEET NO, 29B) 3586-A
<br /> �-1 . I ...
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