|
Ad
<br /> CURVE DATA : LOT AREA DATA TRACT No 2680
<br /> suBOrVrsronrs of s►Aw JOA urN
<br /> Q COUNTY
<br /> CURVE NO DELTA RAD/US LENGTH CHORD T C NT CH. BE4IPINC LorLOT S . GOLF
<br /> COURSE
<br /> 1 02040'27"-- 780.00_ 36.41 .36.4_0 18.21 N 06 31'39 ' E 1 5 70 21 6 5 T
<br /> 2 02°4852" 730.00' 35.86' 35.86' 17.93 N 06 35'51" E 2 5484 22 5707
<br /> J 01 10'37" 730.00' 15.00 15.00 7.50 N 05"4644" E J 6004. 23 5774
<br /> 4 01 38'15" 730.00' 20.86 20.86 10.43' N 0 11'10'"* £ 4 REFERENCES5000 25 5545 UNIT N®, 9
<br /> 5 02 366 37" 475.00' 21.64 21.64 10.82 N 06 4 f 59 £
<br /> 6 5000 (R 0 RECORD PER: GOLF COURSE TERRACE UNIT NO. 1,
<br /> 6 04056'1?" 475.Ob 40.93 40.91 20.48 N 02 55 34 £
<br /> 7 07°32'49" 475.00" 62.57 62.52 J1.JJ N 04 13'53" E B � MAPS & PLATS, BOOK 30, PAGE 77, SJ C.R. BEING A SUBDIVISION OF THE "DESIGNATED REMAINDER" AS
<br /> 8 0703249" 525.00' 69.15 69.10 34.63 N 04013'53" £ g 5000 (R2) RECORD PER: GOLF COURSE TERRACE UNIT NO. 5, SHOWN ON ``GOLF COURSE TERRACE UNIT NO. 5"; MAPS & PLA TS,
<br /> 9 05 23'44" 525.00 49.44 49.42 24.74 N 05 18'25" E 10 50819-
<br /> 10 02 09'05') 525:00 19,7P 19.71' 9.86 N 0 f32'01" £ 11 5597 S J MAPS & PLATS, BOOK 32, PAGE 46, S.J.C.R. BOOK 32, PAGE 46, SAN JOAQUIN COUNTY RECORDS,
<br /> 11 00 5633" 475.00' 7811, Z81' 3.91' N 00000'48.*.* w 12 5650 (R3) RECORD PER. GOLF COURSE TERRACE, UNIT NO. 6, AND L nNG WITHIN SECTION 22,
<br /> 12 0 18'53" 475.00' 60.64 60.60 30.36' N 04 08'31" W 13 5124 MAPS & PLATS, BOOK 31, PAGE 111, S.JC.R.
<br /> 13
<br /> 06015'26'-' 00 475. 68.45 -68.461- 34.29 N 03 40'14 ' W 14 5000 T. 1 N., R. 6 E., M. D. B. &
<br /> 14 0 49'08R4 RECORD PER: GOLF COURSE TERRACE UNIT N0. 4,
<br /> . " 525.00' 71.64 71.59 35.88 N 03 27'05" W 15 5000 ( ) CITY Of STOCKT�N,
<br /> 15 02 15'11" 525.00' 20.64' 20.64 10.32 N 00 40'07" w 16 5000 MAPS & PLATS, BOOK 32, PAGE 35, S J.C.R.
<br /> 16 05 33'57" 525.00' 51.00' 50.98 25.52 N 04 OJ441" W 17 SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 17 06001'J7" 500.00' 70.05' 69.99 35.08 N 063J'2011 W 18 5000
<br /> 18 0 03249" 65.86 65.81 32.98 N 04013'53" E 19 5600
<br /> 19 02 48 52 755.00 37.09 37.08 18.55 N 06035151" f 20 505 /!�1�MPSON-f-�l YSELL ENGINEERS
<br /> 40 01 1 ' 7" 500.00' 10.93 10.93 5.46 N 08 11'4? W (M)(R2) N 08°Op�7�,E-
<br /> 1016 12th STREET MODESTO, CALIFORNIA
<br /> FD. J/4" 1.P. (R 1)
<br /> i i APRIL, 1995
<br /> JZ �� • N.T./T N 81°59'43"W_(R jo
<br /> SGILE 1" s 50' '� S F.N . ,...... Q
<br /> "AA DETAIL < <C// DENI ER
<br /> 7 3
<br /> M t n C, . � N.T.S. o
<br /> SEE
<br /> FD. 3,4 1.P. (R 1)..... o i „ / �.J I J�F I 'r \
<br /> TAGGED L.S. 5340 1 N 08 4� 1 W . �j �� ;1 � 1 ° 30' 30,
<br /> NOTES
<br /> 34.79 (l j(R2)/ EXISTING 15 P.U.E. �2^ �1/�� I
<br /> f s + ..l✓ 1 1 1 1 � � 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> L - - - -- - -� -�- PER M_1& P 30_18 �- - -J M. 3/4'� I. I 2-9 1
<br /> (Q 2. A 10' PUBLIC UTILITY EASEMENT HAS BEEN DEDICATED
<br /> ' N 00027'29" E 285.11'(M)(R 1) ..� '•/' N. o p ( I �� ,. �oV+ �I ALONG ALL STREETS AS SHOWN ON THIS MAP.
<br /> • 26.13 53. 18 50.00 50.00 50.00' 50.00' 50.00 60.12' N07 2'11"E- NOS°11' '� 1 ^ c� h J. SETA 5.5' WITNESS CORNER, ON LOT LINE PROJECTION
<br /> N 00°2729" E 389.4.3' 50.84' 65.00 I 25 £ 285 O0' 1 5 ti FOR LOT CORNERS FACING,A ROADWAY. (CHISELED "+"
<br /> Q /N CONCRETE SIDEWALK.)
<br /> 3 3 3 3 3 3 3 20 20;.,, 55.00' g
<br /> 13 ► ` 4 3 S.D.E. "5�s D.E. 5500' Ss 00' 55.00' I 4. EACH LOT SHALL BE DESIGNED, GRADED, AND I MAINTAINED TO
<br /> Q PROVIDE PROPER DRAINAGE WITHOUT PONDING CAUSING SOIL
<br /> '2 ` N $ l 4 N S N $ s N q N $ (g N $ 9 `►� R►\ 3 `� 3 6EGVER EA /yE�J• EROSION OR DRAINING ONTO ADJACENT PROPERTY. ALL LOTS
<br /> N N S "� S "') �' ►7 g $ I $ g g�cV "� N 2 , v� . 10 P.U.E.••...'� ARE TO DRAIN FROM REAR TO FRONT UNLESS OTHERWISE SHOWN.
<br /> N o g o o ,� o „►4 �� o ,i"? 3 3 5. THIS MAP REFERS TO THE APPROVED VE9TlNG 7EA/T./T/!/EMAP TM-/0-9¢
<br /> w� N p °� w w �Rl au `y h 4 °' I ce; `"'� ►\ h ` 3 �N ;
<br /> z 200 ZZ co a o o n, 23 " h 24 $ o 3 6. ALL REFERENCES ARE TO sAn/ JOAOUIN COUNTY RECORDS
<br /> v - 10 P.U.E. 2 2 SEE DETAIL cR o o uj ` °� ao ° AND BOOK OR VOLUME PRECEDES PAGE.
<br /> i co
<br /> _ o ° i LEGEND
<br /> ^v 28.59' - 50.00' 50.00' -50.00' - ___ 50.00' S0.DD' 32.10' BOV� 2 Z 1z oo ° '� '�
<br /> 9 ? L M,
<br /> co •o h N 00 27'29" E 310.69' - .`� .._ ® l 65.08' 2 = 25 °� 2
<br /> Q _ DRY , CREEK WAY N _ h N p8 , „ 4 - F5. Z ; °
<br /> 0 4.19 V , M) MEASURED ON THIS SURVEY
<br /> N 0002729"' E \ 00 1
<br /> ', '~....... N o310.69 18 .,,,. �. � 7 E- _,,, . 0 3 40.00' 30
<br /> NO8°,Ig�16 W•/ N 82°25'51" E ;n ° o-N08°pp'1 0�66'� © N _ 00' J5.001 / 2 -+- FOUND 3/4" IRON PIPE TAGGED L.S. 4876, PER (R2)
<br /> cV Q h Q 66 N 05 i t 25 £ 10 UNLESS NOTED OTHERWISE
<br /> ® N (R) - N 00°27'29" E 310.69' `�'.. 3 N 6�69' ° 0 19 `� _ 30 oo -Q• - FOUND J14" IRON PIPE TAGGED L.S. 4876
<br /> ° 7 "' oN08°pp�J7 J7,9TU N 05011'25" �' 180. _ ) IN MONUMENT WELL PER (R2), UNLESS NOTED OTHERWISE
<br /> 12 1 43.83' 50.00' 50.00 50.00 50.00 50.00 6 "
<br /> 'oN _ - - - - - - - _ - 5_._,_Sip £ N A 1 c4 � 150.00'- � °A -o-- SET 3/4" x 30" IRON PIPE TAGGED L.S. 4876
<br /> ,� 3 3 3
<br /> 10 P.U.E. - '3 •16.86' -� ��o �' O-.._ �-'�� N ° „ h --00- SET 314" x 30" IRON PIPE TAGGED L.S. 4876
<br /> I, �0 3 �., 3 3 W: "i 25
<br /> o s, w (� p o 50.00 5 11 £ 130.00- $ IN MONUMENT WELL
<br /> 00 g `,,� 08 08 E' J- - 80,00 ° -©- FOUND 2 1/2 BRASS DISK, STAMPED CITY OF
<br /> N n u N ^`� °' N ti N g 7 �` N g $ 4 ti $ h obi ' ^ N 38°28'21 W ' -?� STOCKTON SURVEY MONUMENT - R.C.E. 14269"
<br /> v cv . ►-� . :' o ` h N 54 10 52 E g
<br /> 4 ?` •- `�° "� °i 0 g °� $ °� o� o� $ o� $ �o o� 18.81 Y? g�� 30.48' .............. AND MONUMENT NUMBER, IN MONUMENT WELL,
<br /> co � " � � g .3 �, �,� ,^� .►� ,"� � to Pu.E:........ 2h °
<br /> UNLESS OTHERWISE NOTED.
<br /> Z Z 2 2 2 co � � �� N 05011'25 E- I- W 110 �$1460 0 S.J.C.R. SAN JAAOU/N COUNTY RECORDS
<br /> w 100.00' 2� N 0,5 `25 ►� I . FD FOUND
<br /> 49.69' • 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 49. 15' _ _ N 84°48'35" W 1.. £
<br /> „ , 60. 4.50"(M) \ 100 00' o .30' v , T SET 1/2" X 24" IRON PIPE TAGGED L.S. 4876 AT
<br /> N 06o4Q'46" W N 0002729 £ 300.00 NO2°04'47"£ 89 25'� 25,1 I I ALL REAR LOT CORNERS UNLESS NOTED OTHERWISE
<br /> N07°38'19 o ........N 84°48'35" W "•.......SEE DETAIL "A" Q CURVE REFERENCE NUMBER
<br /> 40.64' BELOW Zt
<br /> GRI/�Q N 05°11'25" E
<br /> D I D `o .. . 50.00' 10 UNE RATA REFERENCE NUMBER
<br /> COORDINA TES. 40 h $ Q 3 .�0 Q CALIF. COORDINATE SYSTEM -27, ZONE 3 REFERENCE NUMBER.
<br /> h
<br /> Q X=1767081.06 Q X=1767055.44 O g �-
<br /> 1 Y= 519080.6 6 Y= 518567.82 ----SFN o S.F.N. Q ` 2 h � � $ YQ (CENTERLIF �E MONUMENTS)SYSTEMRDIMTES -27, ZONE 3
<br /> AX=f 767078.57 X=1767039.16 W `� _ ry (R) RADIAL BEARING
<br /> Y- 518769.96 Y- 518 8.57 ~ ~N 84°48'53" W I.N. INSTRUMENT NUMBER
<br /> o 5.90'(M)(R3) N 05°11' 2
<br /> 25 E' M. & P. MAPS AND PLATS
<br /> X=1767073.72 /� X=1767293.10 100.00 M R.S RECORD OF SURVEY, BOOK AND PAGE
<br /> Y= 518704.33 L, Y= 18365.50 OONO °
<br /> '• /� P.U.E. PUBLIC UTILITY EASEMENT
<br /> 4Q X=1767064.99 Z ti N 84°4835" W ... ........... o N 05°`25„E. CA CALCULATED FROM REFERENCE SHOWN
<br /> Y= 518642.25 4.50(M) 100.00'0) O.R. OFFICIAL RECORDS, BOOK AND PAGE
<br /> y=1518604.5 DETAIL ` `B'/�SE�6Hr. 4) DETAIL A
<br /> t l // FD. 1" LP. • .N. SEARCHED, FOUND NOTHING
<br /> (R 1)N.T./T. /.P. IRON PIPE
<br /> N.T.S. N.T.S. N.T./T. NO TAG FOUND. SET TAG L.S. 4876
<br /> f f892FM9-Vl 4=28-95 D.O. SHEET NO. 34
<br /> S.D.E. STORM DRAIN EASEMENT SHEET 3 OF 4
<br /> r
<br />
|