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6 FD. 2" BRWASHER W/BOLT
<br /> FD. 2' SWING TIES TO SEC. COR. ,....... fD. 2" IRON PIPE TAGGED R.C.E. 8290 �1� IN MON. WELLELL STAMPED RE 11988...• TRACT NO. 2708
<br /> 3/4" IRON PIPE (NO TAG)(R2) AT N. 1/4 SEC. COR.(R3) (R1)(R2)(RS) SUBOMSIONS OF SAN JQAQUIN COUNTY
<br /> SEC. SEC. 2640.00'(R21 2640.18'R5) Q S 89°36'33" E 2640.24'(M) 2640.05'(R1) 2640.00'(R2) 2640.18'(R5)
<br /> SEC. 33 SEC. 34
<br /> 32 33 S89°36'45"E 2640.17'�M) _ . :.:_
<br /> _ • �- _ 686.94 (M) 686.84'(R 1) - T.2S.,R.5E. M.O.R& M. PEBBLEBROOKE,
<br /> SEC. SEC. - -�- - - - - - - - p ._ ___
<br /> - - - - - - - - - - - - - -
<br /> 5 4 - .\ 1913�92,, E© .... . - 77 - - -PROPOSE 42 _`tJ UALPICO -� - - - - - -RQ��- - - - - - - - - - - - - - - - - T.3S.,R.SE. M.D.B.dtM.
<br /> (I
<br /> \t4 88 5 E)0 t _ 41 ...1.+7-� a 1 I UNIT NOw1
<br /> o \ \ M) 4 I10 - a2 - 1 $ .• 30' P.G. dt E. EMENT NORTH UNE OF SEC. 4 SEC. 4 SEC.3
<br /> I PER 2791 O.R. 1 129
<br /> I c`�,� i ,`�- L 1 50- � ' ••• SEE DETAIL A
<br /> �, 5 i BEING A SUBDMSION �OF A PORTION OF PARCEL "Ah*
<br /> h \ --• as o ROAD ABANDONMENT PER 1 i
<br /> tt i�
<br /> -� W I.N. 97094067 c� StA AS SHOWN ON THE MAP f1LED /N K F
<br /> FD. 3�4 IRON PIPE 2 4� 43 0 c p 1 g B00 14 O PARCEL
<br /> m " o TAGGED R.C.E.• 8189 52 r' _--.-- 39
<br /> AAPS, AT PAGE 103, SAN JQAQUIN COUNTY RECORDS,
<br /> i,:; 4a 4.z AND LYING N
<br /> - o _ __ - _ - ---- AgG tis ` 1 I F- T - G v�� 4 3 NEW R.0.W. -• - - - I I A PORTION OF TTIE N.E. 1/4 SECTION 4,
<br /> ��w 54 z ,i 47 45 � J7 Q qac .� I 1 1 84' R o.W. T. 3 S., R. 5 E. M. D. B. & M.
<br /> I 1/4 SECTION LINE (R1) Sti -40 -- c��J��4• F R _ --/- - -� CITY OF TRACY
<br /> I SHEET c,�c E GV` G�_NB !AR CIRCLE I SW JOAQUIN COUNTY CALIFORNIA
<br /> I I 00 57 32 33 34 35 36 - - - - G�. DETAIL 'A' THOMPSON HYSELL ENGINEERS
<br /> - - ---- -
<br /> 5d SGL£ 40'
<br /> 1" s
<br /> 26
<br /> 3c 29 28 27 25 1016 12th STREET MODESTO, CALIFORNL4
<br /> I \ o 4�V� �p �3 �
<br /> I I s9 -- 0� ti MARCH, 1997
<br /> 60 NOTES:
<br /> �q LINE TABLE o
<br /> I 0 61 1 a ^ p 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> 96 ^ _! \ LINE DIRECTION DISTANCE 2
<br /> cl, 17 19 20 \�1 22 P3 2a G��cO�A , 6z L 1 S 10 37 04_W 71.10 2. A 10 PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> 62 Q o �' AJ o L2 N 89°36'33" W 150.79' ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> I �.• - --- � SHEET 4- -- o� Q �0' �� � -- -- -- �
<br /> Q ^ z 16 \ y'' �j L3 N 0_0°3.7'37"-E 199.971ML 200.00'(R1) J. SET A 5'6" WITNESS CORNER, ON LOT LINE PROVECTION
<br /> 63 -- Z� �0 J�� Q . z L4_ N 10°37'07" E 117.84' 117.88(R1) I FOR LOT CORNERS FACING A ROADWAY. (CHISELED
<br /> v 14 13 12 I1 10 9
<br /> I �6a 1s \ L5 N 89036'33" W 139.96' IN CONCRETE SIDEWALK.)
<br /> COURT\ o 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM2-96
<br /> -- -
<br /> --
<br /> SUBDIVISION SUMMARY 0 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> ? -� AND BOOK OR VOLUME PRECEDES PAGE.
<br /> o Ec- a 5 c 7 a \ \ 67 LOTS = 12.41 ACRES '� e,
<br /> 6. LOTS 51 THRU 58 ARE RESERVED FOR USE AS TEMPORARY STORM
<br /> ( 67 1 \ STREET R/W S = 4.42 ACRES DRAINAGE RETENTION BASIN. NO PERMITS INCLUDING BUILDING
<br /> N o: _ _ o-- -- - - - - __. __ _ -- - _- TOTAL = 16.83 ACRESC' �� �j� I o PERMITS WILL BE ISSUED ON LOTS 51 THRU 58 UNTIL A WRITTEN
<br /> � cb --11 210.04'-.... \: 476.83 \ NOTIFICATION FROM THE CITY ENGINEER IS ISSUED STATING THAT
<br /> c ( N 89022'12" W N 89°22'12" W ' \ \ Q � �0 nj�/ N
<br /> THE DOWNSTREAM STORM DRAIN SYSTEM INCLUDING WESTSIDE
<br /> J o `S 00037'48" W .. 148.00'M \ �0 J�� Q ' CHANNEL SYSTEM IS COMPLETED AND READY TO ACCEPT THE
<br /> II 12.75' .-.` 148.03'f R5 \ \ N
<br /> STORM DRAIN FLOWS FROM THE SUBDIVISION.
<br /> Qj
<br /> Lo \ - -- - - - -- -- - - -- - - - -
<br /> `�' -� /� ` _.. S 88°22'04" W \ - `4 •
<br /> 30.00'(M)(R 1)(R5) \ E i i N LEGEND.
<br /> I '� ^ ,� ID�R
<br /> D=59°34'00" \ \ ��°� 13 FOUND AND ACCEPTED 3/4" IRON PIPE, TAGGED
<br /> I / cb, I I , L.S.-4450; (R 1) UNLESS OTHERWISE NOTED.
<br /> Q'
<br /> R=168.42 FOUND MONUMENT IN\ h
<br /> I ^ L=175.10' � � _ _ _ ACCEPTED AS NOTEDMONUMENT WELL,
<br /> o DESIGNATED REMCH=167.32 /\ 4, � - - _ _ _ _ - oT=96.39' 0' i _ 1 `* "CH.BRC.=S 58°35'04" W � Q � � _ _ - --_ --.____ __ _- � SET 3/4 X 30 IRON PIPE TAGGED L.S 4876
<br /> � _ �- _'o SET 3/4"X 30" IRON PIPE IN MONUMENT WELL
<br /> � � J� Q , ' _ - - - l TAGGED L.S. 4876
<br /> = o g. 1 �1L P.U.E. PUBLIC UT7UTY EASEMENT
<br /> SOIL£ 1 200 ���A L - - - - - MaNI \ (M) MEASURED ON THIS SURVEY
<br /> \ S.J.C.R. SAN JOAOUIN COUNTY RECORDS
<br /> QG W,C. WITNESS CORNER
<br /> P.M. PARCEL MAP
<br /> I _ ° M. dr P. MAPS AND PLATS
<br /> R.S RECORD OF SURVEY
<br /> 0.08' NOTED AS • 46 16 00 I \ I /.N. INSTRUMENT NUMBER
<br /> PROs LINE 1 OF R=166.12' �• I \ S F.N. SEARCHED, FOUND NOTHING
<br /> �PR�I? LINE ....� 6 g0� F,1) L=134.14'
<br /> 06�8I R 1 CH=130.53' I \ ( �\
<br /> O.R. OfF7ClAL RECORDS
<br /> I 2106.68' 4 W T=70.97' \ I �� 1 CURVE REFERENCE NUMBER, SEE SHEET 4 OF 4 FOR DATA
<br /> 5 75004'04 CH.BRG.=N 51056'04"' E
<br /> I I \ ( © LINE REFERENCE NUMBER
<br /> SET 112" X 24" IRON PIPE TAGGED
<br /> REFERENCES: I �6��1 \I\yam ! -� T L.S. 4876 AT ALL REAR LOT CORNERS
<br /> i � \
<br /> Q \ �. .�06 INDICATES WITNESS CORNER,• SET 1/2 x 24 IRON PIPE
<br /> I ►� (R1) RECORD PER: PARCEL MAP, BOOK 14, PAGE 103 I a'= I TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> (R2) RECORD PER: RECORD OF SURVEY, BOOK 13, PAGE 35 I \ ry 6 2 3 W.C.
<br /> I ��h (R3) RECORD PER. PARCEL MAP, BOOK 17, PAGE 196 INDICATES WITNESS CORNER,• SET 1/2 x 24 IRON PIPE
<br /> L" (R4) RECORD PER: RECORD OF SURVEY, BOOK 30, PAGE 18 \ �' 3'X3' W.C. / TAGGED L.S. 4876 AT OFFSET DISTANCE NOTED
<br /> I I o0
<br /> (R5) RECORD PER: MAPS & PLATS, BOOK 33, PAGE 31 1 1 \ rro_ �� ( 0 W """ RESTRICTED ACCESS
<br /> CLENBR4R ESTATES, UNIT NO. 1 I \r
<br /> I o (R6) RECORD PER: MONUMENT RECORD TRACY MODIFIED COORDINATE I \
<br /> I 2 SYSTEM PER ASSOCIATED CONSULTANTS GROUP, INC. I I \ m W
<br /> Ln
<br /> �o BASIS OF BEARINGS.
<br /> I 1/4 SECTION LINE (R1)
<br /> S.F.N.
<br /> 1 \ H a BEARINGS, DISTANCES AND COORDINATES ARE BASED ON THE
<br /> .••• � \
<br /> I ; / I I \ CITY OF TRACY MODIFIED GRID. A LINE BETWEEN CITY OF
<br /> I _ - '- /- - - ' 'r -- I -- ---- \ 3 SOUTH 05TRACY 1 3 55A�EN"WEST,No. GAS CALCULATED FROM R10 AND No. GPS- ESULTS EARS
<br /> I
<br /> FD. U.S.G.S. BRASS ( ) 2638.24R5
<br /> 2638.07'R1 '( ) - ��...... ' PUBLISHED BY ASSOCATED CONSULTANTS GROUP, INC.,- -�' '
<br /> I CAP IN CONC. STAMPED 792, 1947 \ ON FILE IN THE OFFICE OF CITY OF TRACY PUBLIC WORKS
<br /> GPS-12 (R4) \ DEPARTMENT, IN THE TRACY MODIFIED COORDINATE SYSTEM
<br /> N-43J595.490 - \�• FD. 2" BRASS DISK VALUES, TABLE 1. ALL DISTANCES SHOWN ARE GROUND
<br /> - - -- DISTANCES.
<br /> E-1729942.670 /
<br /> 41- ,- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - STAMPEDR.E. 11988
<br /> _ - - - N 5-803-9'4-8" E 6263.63(GALC-R4)
<br /> GPS-14 J O0
<br /> P.-\TRACY\ 189500\ 18950OBD 10-04-97 D.D. SHEET NO. 69 N-436853 601
<br /> E-1735292..so 1 SHEET 2 OF 4
<br /> 6*3" 0 > o-- 3�) 4
<br />
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