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<br /> BAUMBACH & PIAZZA
<br /> LO
<br /> co CIVIL ENGINEERS
<br /> ;. .. .�..1 o rU-- 01 SURVEYORS
<br /> ¢
<br /> W Q r -- W I LODI, CALIF.
<br /> p
<br /> .,�,�, : � I z TRACT NO. 2800
<br /> w '' N L SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> -
<br /> MAP OF
<br /> 589"0734"E x ��,: I �; Q _ __-:_:.__-�:_-:�==-w:= �-_-i_,_---=-�--
<br /> 187. 1 F -� ,7F I_.- = 623 98^ _ -T � � � ��,� � 909.00' SUNWEST XIV UNIT N�. 1
<br /> - - - �0' 27 50' - - - "381 87' - - J --
<br /> 0 �5 167.1-1' L 4, _ - - A PORTION OF THE SOUTHEAST QUARTER OF
<br /> p 1 85.00' 80.00' _ 8G.00 10=87;" �_ �, _ _ _ _ _ - -- -�- - s' WLq, CANAL o
<br /> `� `° 15 �- . " �� I �` . °� �' 285.02'- _ _ _ _ s ¢0, SEC170N 10, T.3N., R.6E., M.D.B.& M.,
<br /> Z �' o c7-n` � t� r 14 � v cv 1
<br /> 0 c> Q f°o ,n a 1 6 �l o w _ -- iv Ex1sT. lo' WIDE PUE SEE NOTE 7-' 11� e`� CITY OF LOBI, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> a o „ � 1 1 R� � � 17 � � 18 19 � � - •
<br /> _ 589'56'22' E 1 4 Wl o s o per I.N. 90053552 OCTOBER, 1997 SHEET 3 0 3 SHEETS SCALE: 1 =BO'
<br /> x 1 '•.f5�' o „ o �� ��, ` F'D. 3 a IRON ROD
<br /> _ .._-
<br /> co 0 160.31' 10.78' ,?7.50' 31'49 47'E z i c:: " o EXIST 4' WIDE LS 2273, Ph1 20-139 BASIS OF BEARINGS
<br /> •o ci ' �, �,. L�19.01 z L=25 39; '� 2cNF' r PRIVATE EASEAIF.NT FOR
<br /> C'z"W 14 �' `� 22 0 IL: 11 �� PIPELINE PURPOSES PER THE FAST LINE OF THE SOUTHEAST QUARTER OF SECTION 10, T.3N., R.6E., AI.D.B&Af. WHICH BEARS NOO'03'38"E PER PARCEL .tifAP
<br /> �r 08' f L=29.46' ,'7U- r 4a .�
<br /> to h,76 76.00,0' rn ,� _ _ r1,�1p O.R. 1942-294, FILED FOR RECORD IN BOOK 20 OF PARCEL AfAPS AT PAGE 139, SAN JOAQUIN COUNTY RECORDS.
<br /> S89'56'22"E 1 p3a'oo'k. W . L= f15-4' ^ - L-'b �:
<br /> 144.63' (' 35,�-L s z 7 c, ��� ` �0 .�, NOTE - MONUMENTS SET
<br /> 3.13' rn X76'00-40., N �� -} 8.S'OD4"1; _ 137 96' 20
<br /> 0 1 5 8 &Z-911- �,, BERN WAY � :=ro IO. PUR5UANT TO SEC TION 66436 OF THE SET i "x30" Ih'ON RUU CAPPED & STA,IIPED "RCE' 19638" SHOiVN Tt1US NLESS OTHEI{it'1SE NOTED. STANDARD AfUN'UAIEN'T BOA' TO BE
<br /> 11
<br /> � �, A5r30 _ �� 2,4 33 s CALIFORNIA SL/BDIVISION/MpACT THE PLACED ABOVE RONUAIENT SHOWN THUS -� CHISELLED CROSSES "+" ff'IL--L BE SET IN CONCRETE SIDEWALK AT 4-FOOT OFFSET TO FRONT LOT
<br /> r- 13 ; c r) N79'0$ 12 E 18. - -� ,�, }-�' 1 c,78 q5.1� H ' 51GNA7URE5 OF THE FOLLOWING PARTIE5 CORNERS ON EXTENSION OF LOT LINE %4 "x24" IRON RODS CAPPED & STAAIPED "RCE 19638" WILL BE SET AT ALL REAR LOT CORNERS,
<br /> 1w„ 49' , 88' S51'03A7' �� s NAVE BEEN OMITTED:
<br /> S89'56'22"E Z6,fnn ...� r, K(R) o o 19.78 w o r 134.43'
<br /> 134.55' ,b,' a ~I �� 10 PU.E. o �� I 25 67. 21 `� o A)GRANTOR : ALLC E. ZAREK AND LILA ANN NOTES
<br /> (D 24.29' I 2.82' 25 r- o r� o ZAREK
<br /> 0 24 L=7.53' ,25 1,-1U o PURPOSE: PIPET-JNE 1. THIS SUBDIVISION CONTAINS 11.3073 ACRES GROSS AND 31 LOTS AND PARCEL "A '!
<br /> o (' - N'89-56-22"W r c�25 o
<br /> " 12 1 145.00' N8g3G 93' Iti 1' �' fiL-34.581'37'19 ° ^' AFFECTS 'L4 Q FEET/ W1dTN EXTENDIiIIG
<br /> C.i N R ,r� .-, 2. REFER TO AlAJ01� SUBDI<IS10N APPLICATION NO.: 97-S-001.
<br /> I j W i� - /YORTNERLYFROM THE'E4ST-WEST � 3. A SOILS STUDY OF THIS SITE WAS PREPARED BY: ANDERSON & ASSOC., DATED: JUNE 17, 1997, JOB N0. S9734.
<br /> c w 589'56'22"E r o o_ -. :x'00 v,�R v
<br /> ~ �© }" 133.90' ao ° IZ6 0 o S'g �p YUP i r" 589'56'22 E 139.60' IRRIGATION PIPE, PRESENTLY � 4. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS & BOOK OR VOLUAfE PRECEDES PAGE.
<br /> v �.� p I I 0 23 I- „ „ „ 1 10' PUE o 'p CROSSING SAID PROPERTY 5 THE P.U.E. DEDICATION GIVES THE CITY, OWNERS OF PUBLIC UTILITIES AND OWNERS OF CABLE TV FRANCHISES THE EIGHT TO
<br /> b o * 6'? "IV N88 55'5 K "J'°h 22 RECORDED: FEB/�UARY 7. /95 7 BOOK
<br /> I �°' a, COi- 0 1942 PAGE 294 OffIC/AL' ACCESS, CONSTRUCT, AfA1NTAIN, INSPECT, REPAIR, REPLACE, REHOVE d OPERATE THEIR FACILITIES IN THE P U.E.'S. NO
<br /> W 145.00' w co J i
<br /> F " uj t' 1 N89'S6'22"VI' 144.93''. o L- 11 o R£GORD$• BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED NOR SHALL ANYTHING BE PLANTED WITHIN THE EASEHENT WHICH
<br /> w �2,. , ✓�"' o B-1 �� --/- ' WOULD INTERFERE WITH THE USE AND OPERATION OF PUBLIC UTILITIES 1N THE EASEMENT.
<br /> wa, Q; 27 0 o I N89 56'22"IY 185.00'
<br /> 133.90' I o o L- 11 6. THIS SITE IS NOT SUBJECT TO A 100-YEAR FLOOD.
<br /> c rn oo I N89'S6'22"1V I i� W I 7 FD DISTURBED 314 " IRON ROD (RCE 19638) 1N FENCE POST CONCRETE, PER PAf 20-139 BEING S14'33'00"E, 0.50' FRO,If THE CORRECT POSITION.
<br /> N
<br /> 10 I 145.00' a I -� CZ 8. THE EXISTING 40' X 115' P.U.E. DESCRIBED AS EASEAfENT 1 IN INSTRUAIENT NO. 90053552, RECORDED AfAY 30, 1990, IS TO BE
<br /> i 7 50' o �' i °' I W ABANDONED UPON THE FILING FOR RECORD OF THIS APAP, 7HE PURPOSE OF SAID EASEMENT IS SUPERSEDED BY THE
<br /> S89'56'22"E o �I I
<br /> c 133.90' 7.5 28 �' 0 1 C/i I P.U.E. AND PUBWC ROAD R/GNT-OF4AY DEDICATIONS SHOWN ON 7;11/5 M,4P.
<br /> 0 1 I N89'56'22"II' I I 9. PARCEL "A" IS TO BE TRANSFERRED TO THE CITY OF LOBI 8Y SEPAkAT� DOGUMEl1(T SUB 5EQUENT TO THEFILING OFTNI$MAP AS
<br /> 9 ix I 145.00' 70' P.U, : aN A00/TION TO THE ADJACr��IT PARK 51rE.
<br /> s W
<br /> o I I I W w
<br /> Ix7 589'56'22"E I 29 0 I I OC Z
<br /> a 133.90' a I i Q 1 _j CURVE DATA
<br /> ,5 „W `` I I I a z LEGEND LOT RADIUS DELTA LENGTH TANGENT CHORD CN. BEARING
<br /> o ►-•� 1�,, 145.00' w �- I I i 3 3 716.00' 04.56'30 61.76' 30.90' 61.74' S8728'45"E
<br /> 8 0l I a m o 0 1 i Q c w = FOUND /a " IRON ROD CAPPED & 3 325.00' 08'01'47" 45.55' 22.81 ' 45.51' N04'04'32 E
<br /> I
<br /> z STAMPED 'RCF, 19638" PER P.Af. 20-139. 4 275.00' 08'01 '47" 38.54' 19.30' 38.51' N04'04' 23 E
<br /> 89'56'22"E I b 30 0 0 il I Z s a RS = RECORD OF SURVEY --
<br /> b t- z I O w 5 884.00' 01'46'00" x,7.26' 13.63' 27.26 N81'50 00 W
<br /> 133.90' 1 y N 89'S 6'2 2"I5' o =a I r- PAf = PARCEL AlAP
<br /> ti 1C� �-� °° 6 884.00' 01'07'06" 17.25' 8.63' 17.25' N88'34'01 W
<br /> L 145.00' :� I "�I I SCALE: 1"=80 m U & P = HAPS & PLATS ___ 12 455.00' 03'03'3]" 24.29' 1_2.15' 24.29' SO1'35'24 1I'
<br /> 7 �I o c� -r_ c� W I W Z o R/IV = RIGHT-OF-IVAY
<br /> 13 455.00' 09'01716" 71.64' 35.89' 71.57' S0737'4B8<ti'
<br /> °; co 31 0 o u �� o I _ (R) = RADIAL BEARING 12-13 455.00' 12'04'47" 95.93' 48.14' 95.75' N06-06'02"E
<br /> W o 589'56'22"E I co co t o o - PUE = PUBLIC UTILITY EASEAfENT
<br /> �„� co o I' o o�I Z ¢ 14 400.00' 01*12 37" 10.78' 5.39' 10.78 NI 1 22'07"E
<br /> � b 133.90' c-3 I ----= CENTERLINE
<br /> a o �, N89'S6'22"N' , �5, I 15 4_00.00' 09'41 '59" 67.72' 33.94' 67.64' N05'44'49"F
<br /> z rn I �' b 1 145.00' �� N88'47'16"E z IIID = WOODBRIDGE IRRIGATION DISTRICT
<br /> o c� 6 o WI o S *5 �' 195 00 I 500'03'38"IV a 14-15 400.00' 11'14'36" 78.50' 39.37' 78.37' N06'31'08"E
<br /> b o 1 z` z -. cV 55.02' q 10'x75' PUE = FD AfONUAfENT, AS NOTED - -
<br /> o N46'03'S0"E I � 5 145.00' i x,/23.02' �� 16 455.00' 11'1.4_36" 89.29' 14.79' 89.14' N06'31'08"E
<br /> z I 10' PUE 18.88 0 0 . o 589'56'22"E 270.00' -1. \� r 599.56-22"E I.N. = INSTRUAfENT N'U,4fBER 16 225.00' 05'37'24" 22.08' 11.05' 22.07' 578'48'42"E
<br /> 884'L=17.25' o N41'24'05"W 19.28' o ; ' O.R = OFFICIAL RECORD
<br /> - ��= 00
<br /> 61 WA - z 4 S o �1 135.00' w 135.00' I 3 I 135.00' 1 17 225.00' 07'30 10" 29.46' 14.75' 29.44' S85'22'29"E
<br /> R=884',L=27.26' of 1 , n �-, .; - �n= 1G-17 225.00' 13'07'34" 51.54' 25.89' 51.43' 582'33'47"E
<br /> i l 0' `" " " IO N U.E. . °� �' 4, = CENTERLINE
<br /> 589'07 34"E -' ` PUE 1 _'; � , 1 3 m o cON N M _� _
<br /> { �'ti'S3'34' o 10' PUE in a�i �`�'`" �' 1 cD 1_8 65.00' 22'23'01" 25.3,9' 12.86' 25.23' S8712'10"IV
<br /> 07'34" 1 = 88 �® 1� N$0'S7'0p _ 13''E 18 92^ a a �538'24'S8"E o co 1 . o o �- 10' PUk: - cD - - r,. _
<br /> 122.60' 1'62ao' N o ao 545'03'19"W o °r,° o r co 19 65.00' 44'33'48" 50.56' 2G.63' 49.29' N59'19'2S iI
<br /> 18=85000' � N80' 23 �, � X18.89' o - to v, N4#' 6'41"W cn w '0 65.00' 38'54'17" 44.14'_ 2� 96' 43.29' N1735'22"II'
<br /> I i ® '12129 57'00"ty 1.53 r1 z lU' PUE 18.9 0 � �-18.94' _ __ _ .
<br /> (� o �, , b -- C,. c,.� 18-20 6500'1105'51106" 120.09`86-0-3.1. 103.72' 551'03'47 E
<br /> I 122.12'" -� 25603.L-12 `' R=716' ~� N89'57'00"IV 189.99' N89'S7'00"W M 21 425.00 04'37'18" 34.28' 17.15' 34.27' N10'4F21"IV
<br /> -u6'44 ! -� TIEND \ - 0 1 cn � b 22 425.00 08'26'20 62.60' 31.35' 62.54' N04*09'32 II11
<br /> 1 N89'07'34 W I R=81400 j�i80•57, A L-]05.25' -�i�-_ N89'57'00"N' 230.87' -� �- 162.50' �' 21 -22 425.00 13'03'38' 96.88' 48.65' 96.67' N06'28'll"}1'
<br /> 00 �' -•.... v Il=750 L=117 81 `^ - r -__ - - -- a
<br /> IST. 20' PUE !w � ;x �Jr ---•.�.,,� � 1 I • DRIVE N89'S7'00- W-� h'� 393.37' ----�'a' 1 Z
<br /> PI;R I.N. 86036580 � !W Imo, FD. 314 /. ROD. RGE 8.Q 3 M B-1 375.00 01'07'47" 7.39' 3.70' 7.39 NO_0'3O'15"W
<br /> -- -
<br /> 1 I�., Y9lo3B PER _ _��.' L 123.15` M. N89"57'00 W 387.08' �D.3i4" IRON hEC�Af�, NOTAG 23 375.00' l0'4fi'SI 70.56' 35.38' 70.46S06'27'34TE
<br /> = = - -� __ N00'03'38' E. 0.25' o 4'C
<br /> o r` ' 74.00' 24 375.00' 01_09'00 _7.53' 3.76' 7.53'512'25 31 E
<br /> Iz 1�, 1, P.M. 20- 37 , EXISTING PER P.M. 9-144 _ _ _
<br /> 500'03 38"W i 15' WIDE STREET
<br /> Iz Iz ' VARIABLE-WIDTH BDY-24 375.00 13'03'38"-85.48' 4293' 85.30 N 06*Z8'/1"W
<br /> ' , 1
<br /> PI-I.E. P.M. 20-37 `15.00 EASEI.IENT PER o 25 275.00' 13'07'34" 63.00' 31.64' 62.86 S82'33'4?"E
<br /> URN. 1 0 /,A/. 98099267
<br /> ,___
<br /> a I _ v i5 5 P U. E• PER LINE DATA 25 400.00' 10'47'33" 75.35' 37.78' 75.23 NO5'27'24'E
<br /> v / /.N• 98089 2 6 5 t' L-0 = 508'05'25"W 2fi.17' TIENDA-(S R If 784.00 09'00'00 123.15' 61.70' 123.02' S85'27'00"E
<br /> o la n ch cr I1'►DE STREET EASE!`fENT -1 = TIENDA-CS R W 816.00 08'10'34" 116.44' 58.32' 116.34 N85'02'1 IV
<br /> z 13 w �o coo PER I.N. 980904. 0 ;-'.�,:. �j__ :1,1 ; --�„ r,
<br /> N Qui F'D CALTRANS BRASS DISK 1N L-2 = N00'03'38"E, 23.02' TIENDA-� l 750.00 08'02'2 105.2 52.71 ' 105.16 585'55'47"F;
<br /> L-3 = S08'05'25 W, 25.93' TIENDA-c 2 '750.00 00'57'35" 12.56' 6.28' 12.56 S81'25-'47"E
<br /> IM s 5'P.U.E. PER /N. 9&090439 � MONUMENT BOX �c►' R.S. 21-26
<br /> "z LODI AV �; Z N = Z-- I AT SECTION CURER
<br /> -a IP w m O L-4 = S00'53'50 W, 4.99' TIENDA-4, 3 750.00 09"00'00 117.81 ' 59.03' 1 i 7.69 N85'27'00 f1
<br /> �� w o0. } � sEc. 10 �1 � SEC 11 L-5 = 500'53'50 W, 5.00' TIENDA-� 4 850.00 04'12'23" 62.40' 31.22' 62.39'N83-5-3711"W
<br /> _u VIN ` �� on M� ___ __ L-6 = S00'53'50 W, 5.01' TIENDA--4, 5 850.00 03'58'11" 58.89' 29.46' 58.88 N8708'28"W
<br /> SITE d �, L-7 = N89'07'34"W, 53.38' TIENDA-C 6 850.00 08'10'34" 121.30' 60.75' 121.19 N85'02'17"IV
<br /> co W z Z 0 D "' SEC. 15 SEC. 14 L-8 = 576'00'40 W, 50.00' HEIDELBEI,G- 7 427.50 12'04'48" 90.13' 45.23' 89.96 SO6'06'02"11'
<br /> K itilA
<br /> (KETTLEMAN T.3N. R.6E. JANE) L-9 = N01'51'46 E, 50.00' HEIDELBERG-fi 427.50 11'14'36" 83.89' 42.08' 83.75 N06'31'08"E
<br /> STATE HWY 12 Hw m M.D B.& M. L-10 = N13'00'0�2, BERN IVAY-4; 9 250.00 13'07'34" 57.27' 28.76' 57.15 S82'33'47"E
<br /> 9528FAf2.DII'G VICINITY MAP U,Q STATE HWY. ROUTE 12 L-11 = S00'03'38 W, 10.63' SALZBURG--4 0 400.00 13'03'38 91.18' 45.79' 90.98 NO6'28'11 9
<br /> lr+o sc>,U1 L-12 = 51208'26 W, 68.00' SALZBURG-� 300.00 08.01'47' 42.04' 21.06' 42.01 NO4'04'32"Il
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