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EX/SI: 6' P.U.f. RfSTR/CtfD ArrfSS
<br /> _ BAUMBACH PIAZZA
<br /> NO RT/1 100. 00' ti CIVIL ENGINEERS
<br /> _ V / N f_- S l R f E T _ s 5, s/cyr DesrRacrloN s r4s100/ Avf. SURVEYORS
<br /> 1� f0 RR SP/KE CENTER =- ¢�-3B" dY ASfMENT, q w , CALIF.
<br /> of SEC 1 IO N /0 T. 3 N, R.6 f., M.D.8. 6 M. __ - `-- __5 3. 6 3' _-_---
<br /> 4 Or 1,VE
<br /> r/Nf � srRffr ~ TRACT N0. 2112
<br /> l0 DUf FDR DYfRHf9D r
<br /> Ll r/L Jr/E s ONLY. so - SUBDI KS/DNS OF SAN JOA OU/N COUNTY
<br /> 4' PrivatC tasemcnl / $ o. � "'SITE MAP OF
<br /> See Note 07
<br /> BErR4 ' mow v SUN WEST
<br /> +/0.00 H �N AWTIEMAN l ANE
<br /> stRIf P, 10' a �� U N / T N a 9
<br /> V I C l N L T Y MRA BE/NG A RESUBDIVISION OF PARCELS 1, 2 & 3 OF
<br /> ck
<br /> S r. N o SCALE MAP FILED FOR RECORD IN BOOK 16 OF PARCEL MAPS,
<br /> E q s T /z 9. s l' - ,,,�� R . S oM /Q I PAGE 50
<br /> / SAN JDA QUIN COUNTY RECORDS AND A
<br /> REsrR/crfD ACCfsS 4 • I,. n 0_ ` IrZ PORTION OF THE SOUTHEAST QUARTER OF SECTION 10,
<br /> R s. 30 ' 117 T.3 N.,R.6 E., M.D.B.& M., C1 TY OF L ODI,
<br /> h ASt)58.19' ' 4 1 ,z3s. 6 P. M. /3 - /75
<br /> a z sD L f G f N D SAN JOAQUIN COUNTY, CALIFORNIA
<br /> z
<br /> 91.
<br /> py,�0� �d.ao 41_19' 31.5?' �o'�y y D.M /3 - lQ1 • 1 „ 50,
<br /> I �'I , z - j�. 66' �S• �ti D U f PURI It 111111rY EASEMENT APRIL 1989 SCALE =
<br /> Q o �� `°o �, •� M ED BOOK OT MADS l PL SHEET 2 OF 2
<br /> z °, /0',pU �° ►��/ D M D/IRCfL MAP
<br /> `�+ F \ \ s R19101191 BEAR/NG BASIS OF BEARINGS
<br /> 1 i o I I s �¢ N p F l� RS RECORD Of SUR YfY
<br /> �' o >. o o y N' ,`� <�o�'? s, The West line of the southeast quarter of Section 10
<br /> i I � � , . � � �, � r• �Q• o•F l>s, �rnr Rf srR/crED Accfss
<br /> -o- MO/VUMfNtS Sir -414'.130' T.3 N.,R.6 E., M.D.B.& M., bears due North per Parcel Map
<br /> IRON ROD CRDPfD W/TN filed for record in Book J of Parcel Mops, at Page 173,
<br /> ( I b ��, /1685 San Joaquin County Records.
<br /> ^, f O1/ND 3/4' l R ON R O D
<br /> EAST s ,6. �/- 3 y' ti s/ o�' •
<br /> Z3• - 1s / Z 3' \ S 69' 04' 33"f. - FOUND 3/4" IRON R00 /N
<br /> .� MONUMfNr BOX. ENGINEERS STA TEMENT
<br /> y MONU1►7W BOX TO 8f
<br /> so� l C, Dl RCfD ABOVf MONUMENT 5Er 1, Glen 1. Baumbach, do hereby state that l am the Registered
<br /> 44 ^� I dor'lr
<br /> .`� ' Civil Engineer responsible for the survey of the lands shown on
<br /> , 'soo, o YDI!lMf N0. PRfffDf$ PA6f NO.
<br /> Al! DAIS Of SAN JDAQUIN COUNTY this map and that said survey was made in 1989,
<br /> °} I I `� �� `�� ° ''�> tip' Bj'is• 1'4 N RECORDS. and the same is true and complete as shown. All monuments
<br /> 4, q' are of the character and occupy the positions indicated or will
<br /> be set in such ositions before subdivision improvements are
<br /> P P
<br /> completed, and the monuments are, or will be, sufficient
<br /> to enable the survey to be retraced.Ck
<br /> E ;
<br /> ze-*aDated thisyof .7 /
<br /> _ 189.30 Nq
<br /> , ."
<br /> 6b
<br /> 1. 5I V ;1 --Ib 1 ' 1. A S011S RfDORT VAS PREPARED
<br /> 99 PM / d - 50 en I. Baumbach, R. C.E. 12685
<br /> BY J11 K1f1WiZD1Rj ADR/I /4,R )
<br /> o /0 ^' /986, t/!f N0
<br /> N I ` v 3. l Of /6 E 17 ARf COMMON AREAS, - `
<br /> _ iYfSr �/R TOR IRNOSCRPIN6 DURPOSfS y
<br /> � . �
<br /> _/07. SS' _ `^ / � o "4 - /p' pU f - �I • AND S//Rll BE DR/ YRMY C U R V E D A TA
<br /> 7,5'PUE ^ �, �� wESr lR/ ti ` �' y -- 7� MA/ NtR7NfD. LOT RADIUS DELTA LENGTH TANGENT CHORD BEARING
<br /> ��� 31•y, d ,? �; / �5O' 15.76' 4, BUILDIN65 AND 5TRUCTURE5 /N /0 150 00' 6' 57' 37" 18.12 ' 9 /Z' 18. Zl' N d6' 0S' Z6' E14N .
<br /> �� o v, N OVERHEAD UTILITY. P.Uf.'S SHALL
<br /> 00'f. l8 94' .I$ 1q 10 /SD. DD' Z1' 23' 13" 7/ 7/' 36.55' 71-03' N 76' lB' 18' E.
<br /> -' 1 �� wfsT 66.15' l e R l rrA NY NAVE AMAX/MUM�f1E/G/1T Of?� /0 527 50' 7. 44' 4Q' 1l 3/' 35 7/' 1/ 26' N 3' 51' 121 E
<br /> llnr _
<br /> 93
<br /> 4 �0 _ • - fEEr 11 527 50' 9' 07' 16" BQ OO' 42 04' 83 91' N /Z' /8' 17' E.
<br /> (� 51.15' �.. Ir . 150' , W 1 1 -
<br /> o . 19 p¢ ¢1 f T H I -L 0,-- 0 L A N F 5. ,4 -¢' PR/l�i4TE EAS�Eif1ENT 10- H 517 SD' l6' S1' %0" ISS jl' 79 21` %54.75' N. OB' 16' OS' E
<br /> I rrR N Y ^' �' s E� '^ FDR cNcRo�4CN.HfNr
<br /> Z '� ° I E o - o� 83.36' WEST ~ 1 294. 96' 1/' 54' 14' 61.18' 30. 75' 61. 17' S 84' 02' 53' W.
<br /> I D k, WESr 90. 64' 5.64 V1 96 L• o tir,4/NTENANCE Of A H�AGG.
<br /> z 7 5 D I -� o W f y T 25.76' `^ �, 2 294.96 4' 17 11 22.08 11.04 22.07 N. 75' 57 11 E.
<br /> N I 1 D b Z \ 5. j9,3� 00'40•w�~/ R. 100, i8l 6 8 - - -�`/ N /LL 200.00 16' 11 25 56.5 28.44 56.32 S. 81' 54 18 W.
<br /> o ( 7p' i7 0 \ X60' 50. �/ 56'51 d I I N �V
<br /> a ►� 3 60.00 32' 26 56 33.98 17.46 33.53 S. 84' 09 52 E.
<br /> i I 5 R ) 33 yB' 1-� 1.30' I v ? ¢ 60.00 48' 13 28 50.50 26.85 49.02 S. 43' 49T40
<br /> o Q `" 0 5 60.00 35' 25 24 37.10 19.16 36.51 S. 2' 00 14 E.
<br /> e `� ;" 1" a 2 z 3 S 60.00 116' 05 48 121.58 96.20 101.82 N. 42' 20'. 26 W,
<br /> o � -. o � I� � V O f AST 1 D.00' Of
<br /> `^ I 4 �, '� o � w ' -- W f 5 r 6 6.65' S 50.00 51' 43 02 45.13 24.23 43.62 S. 10' 0903 E.
<br /> o �' ,� 3 ? Z 40 I S. 79 04 ¢1. 0 -� 6 50.00 87' 4$ 46 76.63 48.13 69.35 S. 7' S3 49 W.
<br /> � " - 7 SO. 00' 59' 04' 17" 50.68' 17.76' 19.54' S. 80. 50' 20' W.
<br /> 44i ti I ti d `� �, o I UO'` 1¢ .5 6 WEST 10.00'
<br /> 4 0 N. ^ ,\ ac B 50. 00 70 03' 48' 6/.l4' 35.05' 57.40' N. 35 OS' 31' W.
<br /> m I I � o to 9 50.00 50' 03 25 43.68 23.35 42.31 N. 24' 5-- 7'-59' E.
<br /> o I o j J h-9 50.00 266' 00 16 232.13 --- 73.13 S. 83' 00 26 E.
<br /> q = I
<br /> o
<br /> C-.4 Q 20.00 49' 59 42 17.45 9.33 16.90 N. 24' 59 51 E.
<br /> `` � J v' 9 150.00 20' 25 46 53.49 27.03 53.20 S. 79' 47 06 W
<br /> TAYLOR J 75.00' ` ` //5. BS' - //0 DD' > 90. DO 100.00` ( � 27.so' /11.50' 9 /0 150.00 27' 2.3 23 71.71 36.55 71.03 N. 76' 18 18 E.
<br /> R o All ��'' Q Z Z. 85' - D E r R 1 L ' L DT " /1 472.50 P 34' 45' 13.01' 1.Sl' 13.01' N. 63' 47' ?1" W.
<br /> Z0' 13 472.50 /0' 15' 41' 86.00' 43.12' 85.88' 6. 190 47' 35' f. '
<br /> S f!t/O N l/N f /¢ 472.50 11' 02 57 91.12 45.70 90.98 N. 80' 31 376W.
<br /> /5 472.50 3'_56 36 _ _32.52 16.27 32.51 S. 88' 01 42 E.
<br /> S A N ✓ D A O U / N CD UNtY /1-lS 472.S0' 17' 00' OO" 222.66' 113.44 ' Z20.b1' S 76' 30' 00'-f -
<br /> ( or/,- 0 4. 00' 180' 00' 00" /Z. 57' B_DO' NOR T11
<br /> #8/16 - 9 I Or 11- 0 4 001- 1- /001 OD' 00" ! /1 57' --- B OO' N O R r H
<br /> DIETERICM POST REORDER H0. 92554
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