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<br /> f '
<br /> 33 do 33 coo
<br /> LOT AREA DATA: ,z TRACT NO. 2774
<br /> Lor So. FT. LOT SQ. FT. SUBDWIMS OF SAN "QUIN COUNTY
<br /> _108 62J1
<br /> �_U10109 662t5J�3__ _
<br /> 1495880_ 50,_ _5880
<br /> •SUREYED
<br /> 155880
<br /> _12� 6453 DESIGNAT�D
<br /> BRIDLECREEK, NTN •_5729
<br /> 1_-Z 606 _153- —7132 REMAINDER' N
<br /> 113 _7046 _154 _-5745--
<br /> I i
<br /> 745114 _741x__ _155 - 5826 M.6c P. 20-102 \`o` o �2�,, W (R) I BEING A SUBDMSION OF PARCEL J. AS SHOWN
<br /> _115 _ 7410 156 8095
<br /> _116- 6236 _757- TJ94 AA�
<br /> _1.17 _5886 -f 55- ---84 2 SCALE 1" ! 60' r �� N 23 3 4' 8 �. �, ON THE mp FILED IN BOOK 20. OF PARCEL AMPS,
<br /> r i8 s i 9 i_ -T59- -- 9 I87- `,?� P� ''` 3' W 1 36 BRIDLE" CREEK, AT PAGE 102, SAN J04OUIN COUNTY RECORDS AND
<br /> =119 9421 _ TBtT _ 843 - ;o P 72 145 _ UNIT N0, 2 LYING IN A POR77ON OF SECTI'OlV 19,
<br /> r� - --573--- s E M.dr P.33-01 T. 2 S., R. 5 E., M. D. B. & M,
<br /> 140_ 79,3 _
<br /> 14.1 6195 162 v 6836 \ 0 4,�j6
<br /> CITY OF TRACY
<br /> 142 _6.195__ _163__639.6_ `�ti �� 71 \ 66 2 5' ,
<br /> 143. _6195 1-64---80 82 N _>�4 8 -- " v, SAH JOAQUIN COUNTY, CAUft7Pli 14
<br /> __144_ _6438_ 965__10524-_ �s,;. �� X02'22" E (R) 'o
<br /> _145 _6816_ 166 11378 o I -i R
<br /> l46 _600. 167 10158 \��= 146 no..,� " 144 w,�� z THOMPSON-HYSELL ENGINEERS
<br /> 147 5671 _168 8467__ rn , E R 74 y °39 5��,� E �"0 1 3I N
<br /> 148 5880 169- -_8744 ��� 81 o ° 1'21 , O �� N 12 0 4'36, _
<br /> 65 0 a3 03 70 68 �� 66 25 Op �• 1016 12th STREET MODES70, Cr4 FORN14
<br /> 2 _......•� NN 147 (R� � �� 10500
<br /> ° •o
<br /> 2 O 0 9' '' �,' ........ . 2a' � `\ 143 DECEMBER, 1996
<br /> o?
<br /> 2, °24336', \�` ° 4'3s'' E PARCEL 3
<br /> oma- ao N 6605 00 \Q �V, 2a o� N 66105 p0' 1 38 P.M. 20-102 LEGEND:
<br /> 157 \ G \ o
<br /> 148 • FOUND AND
<br /> I E 70� N \ 14 v E �' \ZAoo L.S. 4876, (R20)UNL SS OTHERWISEPN' O TAG
<br /> 158 0 4 36 \ 77- w o v+\ 1 , P E
<br /> 1 `' �`ss y c� o N 66 24 00, a' "�,`,o\ 6°24'36, s�_ -O- FOUND MONUMENT /N MONUMENT WELL,
<br /> EXISTING.P.U.E. G G �_ �\ g w 1 o w - 6 0°
<br /> j.......... . G �• >>y o h1 ! �°°u' �,, N '05 0 ,Z \ ACCEPTED AS NOTED
<br /> ,... I.N.96077812 P _ h X01'156 `� 149 �\ - o .. ..
<br /> = 43 - 44 E�� `�' �� --0- SET 3/4 X 30 IRON PIPE TAGGED L.S. 4876
<br /> �" w E' E 141 1,39
<br /> 79 ->' 0' ,36'' �= \ `� 0 E � / -o-- SET J/4"X 30" IRON PIPE /N MONUMENT WELL.
<br /> sr �S 159 '1�,'/F�` o i o 24 \�r '' E ,w P / `, TAGGED L.S. 4876
<br /> o Jg o�j�' "- b6 00 w Ncr 'o\ 024'3 6 0 � `2 P.U.E. PUBLIC U11LlTY EASEMENT
<br /> o' 42 45 0`� ' ,tib,' N 105 \00 1 w 66 Op' Q,�, _ 1 s_
<br /> 15O N , \ �, �� „_ S J C.R. SAN JOAOUIN COUNTY RECORDS
<br /> N 88°43'52" E '
<br /> �Q o .0 �1,6�66°24 9�'I o Q,a+ ,36'' E o \ 14�46'' o `°� ` f •�\_� (M) MEASURED ON THIS SURVEY
<br /> 146.29 �i w \ 47 N 1 RL. 0 4 , \ _ A `.
<br /> N 88°0227" E 1 J_ 0 E�' o_0 6 2 p v` rn\ °A r 0 G� / �ti \. W.C. WITNESS CORNER
<br /> �-- 35.00' �(/ -------- - -1 41 ,1 v� Q,46 i 0 4Q 5 - N 6 05,0 \cs N 2 26 6 p cJ P.M. PARCEL MAP
<br /> . c9 16� v, \ 54 1 GJ 5� E ��, �o tt'� 00� '30 76 5 lR�. G \ a- M. dr P. MAPS AND PLATS
<br /> ti ,55�• ,, E 7� ' ,
<br /> ss ti�s��'-��- ' Q�� ,, F,� 38 ° 2a 51 64°55o A,36� LIN ILP
<br /> 151 �. o �00 . / / �s\y
<br /> , � � R.S. RECORD OF SURVEY
<br /> 78 •sa._ 10 6'29, �'� '( -+ n �'N 66 p1.44 rn rn X36'' \'p' 2a '' / 120 I.N. INSTRUMENT NUMBER
<br /> h0 QS' Ij °2 �N i, �4 Za r 1 0 0 66024 00' \ , N a,' y� �� S.F.N. SEARCHED, FOUND NOTHING
<br /> k 5 g1 ,h� ,'R� .� 0 154 E N 05 \�, 2a cP R . 60.R. OMC14L RECORDS
<br /> \ / �. �� �-, -� 152, �Q,�� .�_
<br /> `� s • 166 ,+ i % 9 E 5 7 2 10 ' �' E o 9 E �� ` Q CURVE REFERENCE NUMBER
<br /> / J�• ,�� � � ��� s ,���,.°y��,�� ' 161 49 / ,.1ASo 4'36, °2� 4i \ / 2 ' 2 �`r.TB, 121
<br /> Q. ooh 0� i ams_ �, \2 2 1 6 2 rn66 G N 19 ti j 9 CCC� 65 �,� �R o- OS UNE REFERENCE NUMBER
<br /> 5 5 2 3 28 N 6 5.41 2 3 2o G ww _�
<br /> �'�L:' �3;t� 5 1° �,6 E�- 6 28 0 z ° r T- 55 �., �r V '��, �� Oma," �'� SET 1 2" X 24" IRON PIPE TAGGED
<br /> t ��, ` 45 051 E o�n 0,' W \ Q v` �. L.S. 76 AT ALL REAR LOT CORNERS
<br /> T _... 0 -� °ti'��' �''� �� 3 , 5 ;21 . R) N Ln 15 0 `�; s4 , A 1 , P , �- 119 - � `�• � 48
<br /> \ . i �b, i �. p9 69 6 �t6 1 cn. w 040 o rn .. ..
<br /> ,,, 3 N 43 z �, o o z�n co • 1 INDICATES WITNESS CORNER; SET 112"' x 24 IRON
<br /> p4�p ✓ L, �e,` 165 .63 v, �w�N b 5
<br /> h ,�0 9 i i` , 4. y '' ``' v, rn N 29 54 R�, °28 5a'' i 2 0�. 1 18 85' 3� W.C. PIPE TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> 63 \o c o a o c,, o VI 21�' 6 cJ u`_ A 6• •59 ,' W .� .�
<br /> w N, cAo w 91 �' IND/CA7ES WITNESS CORNER; SET 1/2 x 24 IRON
<br /> g ,, ° 'o_ �, m � °2A 3�2 1 17 - 6505( 0)I I J XJ W C• 7 I PIPE TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> - , Ati o Og, 162 19 i �r •....i R2
<br /> 0\ b9 o rn - > � rn N�' �/ CG y o �,, p 31
<br /> 0ti C,I ° 2 t� 1'b2� \\o N�� G �v N `r= , 61. 1a'
<br /> 164 �„o �` is -J / Rip 3.56 , 1�04'0�
<br /> 14 v \ 1 ° 9,39,;vr LLB 61 - 116 61 ,' \ 5 61°(�)�RZO) 1 I loo I NOTES.
<br /> �.. ms's o , 4 ' z �v, 5 1 1 l
<br /> Q, _ + h \ 1 1. ALL DIStANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> �O 16 0 os: ,� 12 °D T „ W SR�, ,60 462..... / 1046020) l J�
<br /> 6,1— �/� �� \ , 13 0 �� 15� 4�l Z Q, 115 ` ' . 5� �l�R \ REFERENCES: 2. A f0' PUBLIC UTILITY EASEMENT HAS BEEN DEDIG4TED
<br /> 4, �_. _ R ',�ti N r z N -p S ALONG ALL STREETS AS SHOWN ON THIS MAP
<br /> 19 �� 6 Y� 04 , 5 o w 1 / \ (R 1) RECORD PER P.M. 4-14 iii
<br /> �a 167 Q �' ` �G ' O 5'� R�. �� �` �' \ J. SET A 5 6 WITNESS CORNER, ON LOT LINE PROJECTION
<br /> � 17 /l '`LgX5'0', w ` 8 i+ 1 14 Q, b b`�j� \ l J: \ (R2) RECORD PER P.M. 5-32 FOR LOt CORNERS FACING A ROADWAY. (CHISELED
<br /> O + 80 1 ° 113 / ,�°h `�Z ) RECORD PER P.M. IN CONCRETE' SIDEWALK.)
<br /> �, � � g 1 5 0 \ (R3) RECORD PER P.M.• . 12-55
<br /> `s p�'029
<br /> 0� Ohs `tr i �`` �' ) 18 N 3 ?' 10 �... 1 12 w n' 70 �` ��1 \ \ (R5 RECORD PER P.M. 18-129
<br /> / �h i , �;�� Q� ti N, o �;, N = \5 \ ( ) 4. THIS MAP REFERS TO APPROVED TENTATNE MAP TT<12-95.
<br /> o� ,�0� `�` x„'169�1-�- �4 rn 111 .w w �� / l��r7 \ (R6) RECORD PER P.M. 19-2 5. ALL REFERENCES ARE TO SAN JAAOUIN COUNTY RECORDS
<br /> a '0� 1 ��'`` __ v O 7 / w w ` 7O ( ) AND BOOK OR VOLUME PRECEDES PAGE.
<br /> • I O i a' 00 h` i 1 R7 RECORD PER P.M. 20-31
<br /> ,�'�,�, %� � ,�1 "" ` �- 110 N 42 J7, 1�`p lot � 01 \ (R8) DISTSTA.
<br /> 101 HIGHWAY
<br /> Y RI W
<br /> o`h�'' o 0 4j MAP 6. SEE SHEET 6 FOR CURVE GkTA AND LINE DATA.
<br /> °ha, Oh J , g�� o o 28. • 68 . 1 l SHEETS 16 & 17 Z DIRECT PEDESTP14N AND VEHICULAR TRAFFIC ALONG THE
<br /> I N 168 A-)-'/ o'�h ,,, \ .ti o �,►= 61.66 _ 4.T 14 '1. .� ") �l1
<br /> 71° 8�� i �°� O Q' , �'/ / \�Al,. 'o •., M R20 / 80.82' • ` R9 RECORD PER CINTRA PARK NORTHERN BOUNDARY OF tOT 132, 135, 136, 145, 146
<br /> ' 109 0_ - 90.08 �4 " N ° �� l J J \ ( ) 157 TNRU 159 166 AND 167 AND HENLEY PARKWAY ,
<br /> 5 O�Oi� s `,��_ • S 83° 5 5 / 8J'JJ5J K, 7 Ulr NO. 1, Malt P. 32-47
<br /> �• ti I �iQ� ,off v`o o �. (MJ(R2O / (RIO) RECORD PER R.S. 6-28 IS PROHIBITED AND SHOWN THUS
<br /> 9,,9¢, �O ti ohh' � s: �'�!: \ 60. 19' (M)(R20) / RECORD PEI? R.S.
<br /> 110
<br /> >p oma., `� ......i S 73°25'41" W / (R1) RECORD PER R.S. 17-93
<br /> ��P ?8o- qo , �� "' 14.69 IM (R20) 4 l l / (R13) RECORD PER R.S. 29-97
<br /> �o� oo ?�,' G s 6s 26'0.x' r� Y / QAS/S OF BEARINGS:
<br /> 4 I OQ / \ v , lOf (R 14) RECORD PER P.S. 18-1200BEARINGS, DISTANCES AND COORDINATES ARE EL4SED ON THE
<br /> i �, I l 108 •. 4 056' (M)(R20) / (R 15) RECORD PER R.S. 30-60 CITY OF TRACY MODIFIED GRID. A UNE BETWEEN CITY OF
<br /> �... S 46 J8 55 W \ / (R 16) RECORD PER P.M. 17-155 TRACY MONUMENTS No. CPS-2 AND No. CPS-22 BEARS
<br /> I J I �� O Too oo, 7 yl0 l BRIDLE" CREEK, (R 17) RECORD PER P.M. 20-17 ..
<br /> I N I UNIT' N0. 2 (R 18) RECORD PER I.N. 92088610 NORTH 87°0722 EAST AS CALCULATED FROM RESULTS
<br /> BRIDLE' CREEK � IO 2O � � � � PUBLISHED BY ASSOCIATED CONSULTANTS GROUP, INC.,
<br /> I W �R • '
<br /> 4J.56' (M)(R20) \ (R 19) RECORD PER O.R. 4062-458
<br /> M.dt P. 32-91 � J I I J� Malt P.33-01 ON FILE IN THE OFFICE OF CITY OF TRACY PUBLIC WORKS
<br /> S 26 04 51 W �};�� (R20) RECORD PER P.M. 20-102 DEPARTMENT, IN THE MOICY M00/FIED COORDINATE SYSTEM
<br /> I I �� I (R21) RECORD PER BRIDLE CREEK, VALUES, FABLE 1. ALL DISTANCES SHOWN ARE GROUND
<br /> C M. & P. 32-91
<br /> I 3,9 Q� (R22) RECORD PER BRIDLE CREEK,
<br /> PAMACY� 165500 f J-I-VI 6-15-97 D.D. SHEET NO. 530 � o UNIT NO. 2, M. & P. 33-01 SHEET 4 OF 6
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