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34 410:1 C
<br /> SFN ALAUEDA STREET SFN AT CENTER OFTRACT NO. 2060
<br /> A'
<br /> 1/4 SECTION LINE SECTION 32 PER K)
<br /> $ tv/o1/�9a SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> SEE SHEET 3 OF 5 �c
<br /> s� �scACE:' �p = 50 1 c� WALNUT PLACE
<br /> FO 314* REBAR TAGGED FO 3/4 REBAR TAGGED 1 IyJ
<br /> L.S 7079 IN MON, BOX L. 70 9 IN MON. BOX UNIT N t�■ 2
<br /> PER (K)
<br /> 689.50 S894959"E •-°--� � Q
<br /> A RE-SUBDIVISION OF A PORTION OF L.M. CARSON
<br /> S89'4959 E 255.00 -� `- s89'a9'S9"£ r -� i SUBDIVISION AS FILED IN BOOK OF MAPS AND
<br /> I ("�� 434.50
<br /> FD 3/4' RESW TAGGED JACKOL YN DRIVE _ _ t '�- � � � � � PLATS, VOLUME 6, PAGE 20, SAN JOAQUIN COUNTY
<br /> PER K79 /N MON. BOX \ L �� r O RECORDS, IN THE SOUTHWEST 114 OF SECTION 32, TOWNSHIP
<br /> ( ) , O , 3 g `�J� � \� r5 0 - 1 SOUTH, RANGE 7 EAST, MOUNT DIABLO BASE AND MERIDIAN,
<br /> n
<br /> `�
<br /> 50 � )�� __ _ �-- CITY OF MANTECA, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> L-L) - - FD 3/4" REBAR TAGGED- �3 /J (� /J /J --J �j /f NOVEMBER, 1998 SCALE. 1 "-50'
<br /> 12 PER 7�9 IN MON. BOX h t .J `7-U `t / �t 6 '7 ...� 44 1.41 42
<br /> N I ^ i
<br /> • �� F 4 - ^ M. C.R. ENGINEERING
<br /> ^ 30" 589'49 59"E 360.00' �� ob 0o r'°j i�
<br /> " '�.� o N D 3/ " RE6ZAR TAGGED
<br /> ^ S89 49 59 E ?10.00' -+. S89'49 59 f 100.00 ^cn
<br /> o ♦ �`°, o L.S 7079 IN MON. BOX
<br /> Q N 20` I S89'4959 £ 100.00 ` S89'4959 £ 100.00 1 1 25I ?5 I •� �..- S89'4959 E 288.25 �' PER (K) "� °i 322 SUN WEST PLACE MANTECA, CALIFORNIA
<br /> �o o, 128 $ 12� �� 1 �J'� $I a $ 40.14' 40.00' 40.00' 40.00' 40.00' 40.00' 48.11�� �' N88'31'32"E 150.00' I o
<br /> Z:) ao a I a, '61 , ,2 34.30 85.84 40.DO 40.00 40.00 48.11 t
<br /> u°� I 4.000 SF `� 4,000 SF I N _ °R fr I 4,000 SF �s $ I Fig),A 10' P.U.E. `� ^ , 06 ^ $ $ 25 N88'3132E 1S8949S9"E 100.00' S89'4959'E 1Do.OD' • o N89'49 59 100.00 N
<br /> Q g g w z o ,'L v°, 5,611 SF $ $ ^ 15' WIDE SIERRA & SAN FRANCISCO
<br /> • 0 129 cv • a 25 Q �, ,y I� � °� `n $ �" a POWER COMPANY EASEMENT
<br /> ►.� I ,26 ^I g i / ^oo =`�' •�, a, yv� ~i , �5 ^ , 04 . 1 D3 ` 1 02 4,000 SF ^� PER 62-OR-312 (APPROXIMATE LOCATION)
<br /> N I 4.000 5F 3,959 SF 1 j (� 1 4,000 SF $'+ h� c� �� a o 0 4 I h g
<br /> V ^ ,� a� �,, h � ,� 0 3,695 SF o 3,931 SF- 4 000 SF -:: 4.
<br /> 862 SF - N I
<br /> o> N ! o ^ I $ h �, „� o oI N , I N88'31 VIE 100.00' ,y�G
<br /> oo ^ I S89'4959`E 100.00' 5894959"£ 96.3?' 1 °•e .a W I N89'49 59 100.00. �h 1� $IV)
<br /> $ $ $ 1 " `� N $ I $
<br /> �� �� X07 �� � � � _ y Int ,�� � o� 89'
<br /> 4 m a I 1.30 0 125 1`� 1 g { NI 0�1 ' s `� - _ 6.42' 10' P.U.E. 25 N ^ V 1 4,000 SF ,,, CURVE RADIUS ELENGTH CHORD CH. BEARING DELTA
<br /> o$ 4,000 SF
<br /> 3,725 SF Q N , , 0 0 0 s? 6,568 SF t , 5_ _ _ _. _ _ _- _ _ 0 ^ o C20 20.DD 31.99 28.69 N44'20 47 E 91'38 29
<br /> N a 1 in 0� � C1 74 ?1• ?4.04• - --G`L o » Zi
<br /> ro N a 1 , \ 4,951 SF �•� a os ��, G2 ¢S 39, 40.00'' 30.39' z I N88'31 32 f 100.00 g.�G, z C22 20.00 34.96, 30.68 N 76'30'59 E 100'09 5 i
<br /> S89-49591E 100.00 S89 49 59"E _ 90.96 ` h k- SBO'??'1 ="�C38; 76,81 -✓ 0 1 I C23 60.00 124.87 103.52 N76'26 26 E 1 i 9'14 25
<br /> g 10' P.U.E. h' S8T48`02'rrY(R� rn ° h `s•,t �h OS `9?„ G1 4 E ,� 589'49 59"E �n W Q I 9 0 N c C24 300.00 199.35 t'9570 N 1 T 33 43 E 38-0422'
<br /> �+ I w 1 cc 1 >> 'y� " ' v 1 4 000 SF h C25 275.00 133.94 132.63 N12'28 48 E 2T54 31
<br /> �n v ` a 0 ,,�• 589'49 59 E 200.70 ,
<br /> I \_ S ,3 830 SF °___.._- -- -- ------ o
<br /> h I 24 •,N�R� ss s� �` �o f0' P.U.E. /./ •�' ) -- - ',�-/y • 1 0 `• C26 325.00 124.23 123.47 N09-28 31 E 21-53S80
<br /> \ 11,110 SF ^ 5,572 SF ��off,' �, sS`�,?"O `''r06, \ \ �� hh •'��• / N CORNEL L WAY N _r1 o _ 1 N88'31'32"E 100.00'�.�►G• I C27 20.00' 30.84 27.88 N4539 13 88'21 31
<br /> 2 os r� 5g 6 p N6�,, c'�p�s� 1 9 /*O' p��°� S89'49 59 134.26 -+. ^ $ $I I $ C28 20.00 18.70 18.03 S63'22 58 53'34 07
<br /> 10 WIDE OFFER OF n o� 5 S �. J O9 �• / '� h cd Q
<br /> ' �-' -� �" o rya 2 53 65 80.61 N o J 1 0 � C32 60.00 75.92 70.95 563'22 58 72'29 36
<br /> I STREET RA DEDICATION `� 1� 1/ 6 {S SO �.� o ` 4 111 SF . ? �`� �? °° 1 •a
<br /> SFN-"I 4,DDD SF 20.00 18.73 18.05 526 343 4 53'39 04
<br /> N Q 25 00 I co " C33 20.00 31.42 28.28 S08-24'06T_ 90'00'00*
<br /> / ao 0 10' P.U.E.✓ �' N w
<br /> ,°� �+ 1 N88'31 32 E 100.00 C34 60.00 9.91 9.90 N31'S2 02 09'27 44
<br /> �yg9 „�',��� �h� �� >.fl '9�'• �•- C37 'y •h'D i 1 O D ^ �r ,4,121 SF 1 N h , C35 60.00 9.91 9.90 N48'40 13'W_ 09'27 45
<br /> N53'24'0 "W h�i 1 /�� >,�,`�j�. >�• mss• h ss N S89 49 59 E 100.04' I cti 0 1 $ ,
<br /> 1 Z 41 12"' , / L �h �� �� p0 `''?F 5,151 SF , 4,0 N tn Z Z g I 92 0 15 C36 60.00 9.9 i 9.90 N58'07 58 09'27 44
<br /> 8,4 19 SF /h h 6 i o 00, 98 J LN 000 SF C37 20.00 31.42 28.28 N81 35 54 f 9000 DO
<br /> 16,183 SF p p h `', 1 �y� s� ry I \ t .�
<br /> Gb• '� C38 60.00 9.91' 9.90' S85'06 07 E 09'27'45
<br /> 00
<br /> A. 6 �p h'`O �0 4.863 SF `�'' 25 ° 25 "
<br /> °11 . $ �, Ca 1 60.00 76.00 71.02 S26 34 34 f 72 34 32
<br /> p, "� ,� / o 32 E 100.00 G
<br /> SFN �' ,r S V 1 00' o `N8'3 45 iv�, I �, $ o C42 60.00 9.91 9.90' N04'58'50 E 692744
<br /> *� 0h GF poo Ss� ° 1 0 1 2 S7g•10Og»E - (R) I 8 E 93 I oN }., C46 60.00' 3.77 3.77 S18'3722 03'3616
<br /> 6,383 SF oA1444' 107 U.E. 4,032 SF V �,h � 5,514 SF •c`OC47 32500 180 t.80 N20'15 59E 00'19 O1
<br /> "i �" h •� "'- '32T 102.42
<br /> �, �6 hh \ ��'o � �, � �p � 00, p0 1 $ � N C48 325.00 42.06, 42.03 N16'24 02 E OT24 53
<br /> 10' WIDE P.G.dt E. �r120 foo, O o h6.h���b 97 1 r� N84?9 06"W(R) �w1G• ' q o C49 325.00 40.72 40.69 N09'06 15 E OT 10 42
<br /> TRANSMISSION LINE EASEMENT ��j6 �3,\ 6,395 SF�h0 \ �/',c� ,\ Gb• \ ��'S 0 S, \ ,5,224 SF O (0 1 ^ A" $ cn C50 325.00 39.65 39.62 NO2-01 13 E 06-59220
<br /> S sr h \ 119 " `�/� S S� 0 ?per SB• cV•t 1 94
<br /> p? 1 ' h v 1 0� , Z C51 275.00 56.55 56.45 N12-0829t 11'46 58
<br /> ��FD 3/4" I.P. PER' s`�`� 000. \ 'yh 0h foo- �`'�? , `'moo \�ti s� �y � (�PJ ! �, +� 1 ,4,229 SF I 35 C52 275.00 37.07 37.05 NO2'23 16 E OT4328
<br /> NO TAG; "Da,, ��b ,�, \ 6,395 SF�hA Q -^9� "06, 6'�; Jr-10 P.U.E. 6'S�• ` / v N88'31 32£ 109.89 4J C54 275.00' 40.32 40.29 N22'14 O J E 08'24 05
<br /> BENT BADLY. �" ,r0 `ha \ 11 C� '�o`�i� �/�/ ` I „�y N7T 18'24"W(R) ,��t1C 50' C66 60.00' 2.27 2.27 S61'46 46"E 02'10'08"
<br /> LEFT AS IS; NOT USED oo, \ �jh g� o , or. � 9 6 ^ a 1 C68 60.00 12.47 12.45 S03'45 22 1 i'S4 40
<br /> FOR LINE 6,395 SF 0. o 'o h ti $ .�
<br /> �r 5,785 SF ��/ v 5 d C69 60.00 29.62 29.32 S16'20 25 E 28'1654'
<br /> h0 �* \ h� 'h \ �h11 \ \ `��';��` // a ;�� 1 4,635 SF, .� ,n
<br /> q h \ 0 `o N88'31'32"E 122.79 a, C 0 60.00 31.64 31.2 S4 ' 5,1 E -35;"-12 50
<br /> \ oo• �\ 6,395 SF 0 �$- / ?/ ?S• I Mi C72 60.00 27.46 27.22 S40'14 49'W 26-13'17"
<br /> !,
<br /> C-)
<br /> \ '`h0 �o,o \ ?>�d \ 'J J •�' C47 -N69 53 31 _ R �.,�G I C73 60.00 29.44 29.i 5 S67'24 51 21r06'48
<br /> 0 116 .02 8'09 31' 18.94 N89'27'DO"W 1
<br /> oo• \ hh 0h `� �'Gb• tih C a ti C46��`N69'34'30"W(R) C74 60.00' 19
<br /> I '
<br /> h0 � hh� ,h•� \ \95 1 15
<br /> Y
<br /> 6,395 SF �� ��•t,�"�sa,. = I O
<br /> V'r/ \owl �'� s>3. �o hha \ 1 14 � ?�
<br /> 0� -_4 �.�, oo• �\ ,��"� �\ 6,395 sF�hO� �- » » I
<br /> 11,3 . C23 LOT A W
<br /> 6,333 Sf 6
<br /> hh� (STORM DRAIN I o
<br /> NOTES: 9 a 1 4
<br /> \ RETENTION BASIN/PARK) I
<br /> 1. ALL LOT CORNERS: SET 3/4" X 30" REBAR TAGGED �/C , \ h,�6h \ 2.04 ACRES I
<br /> L.S. 7079 UNLESS OTHERWISE NOTED. \ opo "o •h�`
<br /> \ I
<br /> �� \\ �h
<br /> 2. WITNESS: FRONT LOT CORNERS, SAW CUT +A Ad'- 40' WIDE P.G:dc E.IN \
<br /> CONCRETE AT 4.00-FOOT DISTANCE FROM LOT CORNER ON \ \ \ TRANSMISSION LINE EASEMENT
<br /> LOT LINE PROJECTION. lop off, � \ �PER 3181-OR-262 r
<br /> 0 \
<br /> 30 WIDE PRIVATE ROAD PER (F)
<br /> 3. THIS SUBDIVISION CONTAINS 62 LOTS ON 10.53 ACRES GROSS. �Q ss,, \ \ (NOT ON GROUND) AND WITHIN THIS UNIT
<br /> \ +r„ � \\ \ TO BE DELETED WITH THE FILING I
<br /> 4. SEE SHEET 2 FOR BASIS OF BEARINGS, ADDITIONAL NOTES, .> �;. \ FOR RECORD OF THIS MAP.
<br /> REFERENCES AND LEGEND. \ \ \
<br /> 02/19/99 \ \ SEE SHEET 5 OF 5
<br /> \ �� I Z" `� SHEET O
<br /> N.��998�98�07�FM5DWG �____- SFN E 4 F 5 SHEETS
<br />
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