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r41F Ar Aw
<br /> AlF
<br /> BASIS OF BEARINGS: GPS 16 E=1'248 3 561
<br /> 2 BRASS �
<br /> DISK'-'' I
<br /> � THE LINE BFD. 2-1EARING NORTH DO°13'39" WEST BETWEEN CITY /N MON.WELL
<br /> OF 7R4CY MONUMENTS "GPS-9" AND "GPS-16" OF THE A/®�C"�`,
<br /> CITY OF TRACY GRID CONTROL AS CALCULATED FROM THE CITY W + IN TOP NOTES:
<br /> SEC. COR. �2 �6)(R17)(R19)
<br /> tD. 3/4" IRON OF 7NACY REPORT ON GPS SURVEY PREPARED BY ASSOCIATED ^ 1. ALL DISTANCES ARE MEASURED UNLESS OTHERWISE NOTED.
<br /> CONSULTANTS GROUP, INC. ON FILE WITH THE CITY OF TRACY 2. A 10' PUBLIC UTILITY EASEMENT /S EXISTING ALONG
<br /> PIPE TAGGED PUBLIC WORKS DEPARTMENT, WAS USED AS THE BASIS (T��� FD. 2-1/2" BRASS DISK STAMPED............ I N ALL STREETS AS PER (R19) AND AS SHOWN ON THIS MAP.
<br /> RCE 14901 OF BEARINGS SHOWN HEREON. COORDINATES SHOWN ARE N 89039145" W (M) 6819.12'(R17)(R19) 6818.54'(Rl)(R15) 2633 23-' L.S 5956 /N MON.WELL a
<br /> (R7)(R17)(R19) 113
<br /> BASED ON THE C1TY OF TRACY MODIFIED GRID SYSTEM. ° �� , o ►�
<br /> N 89 39 45 W 3409.56(R17)(R19) 3407.5(R13) 340704(Rl) r N.E. COR. SEC. 31, T.2S.,R.5E. ` J. SET A 5 6 WITNESS CORNER, ON LOT LINE PROJECTION
<br /> � N 89°3945" W 3398.56(R17)(R19) 3396.50'(R9) GWRlEL ESOITES "` 3°16'�a (C.R. 92-006)(R17)(R19) FOR LOT CORNERS FACING A ROADWAY. (CUT
<br /> SECTION LINE (//y/T N10. 4 N 5 �" : .. w IN CONCRETE SIDEWALK.)
<br /> • * 771.44'(M)(R17)(R19) M. & P. 34-55 34 29 4. THIS MAP REFERS TO APPROVED TENTATIVE MAP TM-6-97.
<br /> 612.04'(R17) R1 ETA S, Nl7'NO. 3 o
<br /> 1 2� 3 9 5 y 6 , 7 �� ,� 11 1 p g a 838.27(R17}(R19) �� 13 7 s 5. ALL REFERENCES ARE TO SAN JOAQUIN COUNTY RECORDS
<br /> M P . _7 LOT A \ 12 7 s 5 3 2 1 37 3s 35 22 2> 20 ���� 8- {'�
<br /> AND BOOK OR VOLUME PRECEDES PAGE.
<br /> ! 17 1 31 '` �� 6. WE HEREBY DECLARE THAT THE PROPOSED PRIVATE SLOPE
<br /> ,h � 1 VENETO LANE 4�� 17 5 .I�k EASEMENTS SHOWN HEREON ARE FOR THE BENEFIT OF THE
<br /> „ R08 T GABRIEL DRIVE o
<br /> 1 ••....FD. 3/4 IRON PIPE ROBERT ^��"
<br /> o v �, ADJACENT LOT OWNER AND NOT OFFERED FOR DEDICATION TO THE
<br /> W (BENT) NO TAG (0.44 S > 1 57 Z,, G 1 s 4 ��
<br /> & 2.03'E) FROM 1/2 ��, 3 1 2 3 4 5 52 51 43 42 3a 34 '�� 11 1O _ I R PUBLIC. MAINTENANCE OF SAID AREAS IS THE RESPONSIBILITY
<br /> oc Z 2 2 Qc LOT w o 15 Lir •�� OF THE LOT OWNER ON WHICH THE EASEMENT OCCURS.
<br /> . ^ SECTION UNE BASED ac o ,Ar, W _ 5D 44 U v -� Q . � ��M SAID EASEMENTS NOT CREATED BY THIS MAP!
<br /> J�jZ ON SPLIT OF MILE W a o 1 2 -� �' JEAN z DRIVE w I -�
<br /> i��. GABRIEL ESTATES, 53 �-- ,?,j -) �1 39 33 T�p,C� ,� _ \ 9 7. ALL LOT DIMENSIONS SHOWN ALONG LOT LINES THAT CONTAIN A
<br /> ' 20 1 2 SECTION LINE BASED 4� 3 o UNIT NO. 7I a 3 5s 49 zo 5b > ;° \ ��6 WITNESS CORNER ARE FROM LOT CORNER TO LOT CORNER.
<br /> o / Z 55 54 U \ / 40 32 14 13 IP
<br /> L0 �!v 99.00' ! o I R 28
<br /> $I ON SPOT OF MILE 5 4 M do P. 35-37 / \ V\
<br /> k, Wh DETAIL 'A" m s/ 35 42� VERONA COURT 43 46 / 31
<br /> �! I 47 \ cl
<br /> No -EAST LINE OF 11' STRIP AS PER '7 36 41 15 s- \ \ �<23
<br /> \30 '9Ly (7EMPORARY 2
<br /> a o
<br /> ,',--EAST„ 29 L9�,G'9B RE7EN710N ,P
<br /> BK A OF DEEDS, VOL 540 PG. 265 34 37 40� 13 14 16 7 � \ �� F �% sAsw LASEMENT) �o� 1 LEGEND.
<br /> 33 3a 39 15 a GRETCHE 27 y� 23 LOT 'B' FOUND 3/4" IRON PIPE TAGGED L.S 4876 (R 19)
<br /> GABRIEZ ESTA7E5, 32 1 I 14 9 \ � �, 24 �,� OR AS NOTED
<br /> g UNrT NA 9 20 19 1 a 17 J s y 25
<br /> -- 31 22 m X FOUND 3/4" IRON PIPE TAGGED L.S. 4876 (R 17)(R 19)
<br /> M. dr P.., 35-74. _ 5 10 j�`j, 2s x� , ......
<br /> N 3a 11 L Eg�fA� $ �` �` 2155 39`1E � g19 - - OR AS NOTED
<br /> SCHOOL HOUSE ROAD COLBY COURT N018 �, �:�6�o1')rRAg) N �9) R5 Rif ,PE. // ® FOUND 1/2 IRON PIPE TAGGED L.S. 4876 (R19)(R21)
<br /> o, 29 >2 O Q \ " R �o (R 51 39 �! P R R19 �. OR AS NOTED.
<br /> --��- g'�A 00 0 t ,tR�1) 132 6q h6 lR EO �� R41 � -*--FOUND 2 1/2" BRASS DISK STAMPED L.S. 4876 /N
<br /> ?� .�i-CD
<br /> 2a 24 125125127 9 a 7 s 13 M L07"A, \� ��: � $l 60$61 N f�o3 A) &Sw R N MONUMENT WELL (R17)(R19) UNLESS OTHERWISE NOTED
<br /> 1 LOT 'A' 13 a �0¢lad ' \° �-' jt�E I P.U.E. PUBLIC UTILITY EASEMENT
<br /> ti RN/T NO.8 � i a 2 11'tR5) :'' N S J.C.R. SAN JOAQUIN COUNTY RECORDS
<br /> �. M, & P. 35-58 2 32 65 s4 s3 s2 sl sO 59 53 14 z C t�`' 3 �. '. 2020 R�9 (M) MEASURED ON THIS SURVEY
<br /> h '�'+ LOT'B' 3 31 MARTIN ANTHONY COURT o 1 S�C� ,qA,N �� \� R41 t 3 W.C. WITNESS CORNER
<br /> L MAP
<br /> 4 S6 W 1 s c�UA?T g�A S+ °; M. & P. 14APS£AND PLATS
<br /> a o G4BR/EL EslAlEs, 3a s7 sa s9 70 71 72 la �' `� �, �D 51 �, "' R.S. RECORD OF SURVEY
<br /> -.wNo. R 14 g a C5
<br /> 'p r r .�
<br /> M..U& P. 34-7 ,. 5 17 `�" 'UN Q 3 PAPE'? 9 " I.N. INSTRUMENT NUMBER
<br /> gs Zt
<br /> `'9 GABRIEL E'STATE'S, 1t C,'-� p �gON 50 N P►PER11)tR� O.R. OFFICIAL RECORDS
<br /> \ra N 89039'55" W 27 UNIT NO. d 21 2O 4 1' 190 50 ( ,
<br /> 11.67 R17 R19 11.00 R2 1 30 LS. 3�A O�ACS, CURVE TABLE REFERENCE NUMBER
<br /> .- ( )( ) ( ) 95 c M. & P: 34-55 PGG R19 P.Gb L-5,11 W R.S.R20-77 „ „
<br /> ' '4E LOT 'A' �1� \ ..,AG o�32 I SET 112 X 24 IRON PIPE TAGGED
<br /> 94 �c ANN DRIVE tR 25 ,y L.S. 4876 AT ALL REAR LOT CORNERS
<br /> ..�
<br /> 22.0017)(R19) J
<br /> 81
<br /> FD. 3 4" IRON PIPE 93 V� S2 33 37 t $ \�
<br /> C.R. CORNER RECORD
<br /> \ \9Sp., S.E. SLOPE EASEMENT
<br /> ,_.NO TA 4.54' EAST � Stis� q -� C, \ � Q� �
<br /> OF 1/2 SECTIaN 91 92 Q���� a3 34 ,(<l 3a LOT 'J' l �(( GES ��!► R.S 32-57 \ 1/4 SEC. COR. I INDICATES FD. CUT CROSS AT 5.50
<br /> cj�� USE
<br /> T BASED ON 90 �p5�' 35 asci (NOGHBORHOOD 1 �vC `( PC(R11) a S FD. SPIKE AND WASHER— V � FROM LOT CORNER
<br /> N:Z ( )( Ml4E �' 34 �4 74 PARK) P� Po�EME� /' c�a �,��p ,_ (Ar-&-p.P. 30-32)
<br /> o .�»� Rl7 Rl9J 3s >\ p `
<br /> a9 a5 75
<br /> �zN : a7royF' 76
<br /> a0 1
<br /> _... •^- 4 as 0�1..... \ co�j� 77 ti9) 2�a \ N=442505.977 \
<br /> 5
<br /> Np. A 55 \ 79 '�'l �vol)tR E=1724838.571 \
<br /> N=
<br /> \ �� 'NSC+''4• UAUTEX YBUC _ /73 2$19 FD. 2" BRASS CAP
<br /> ..I .. �� E STAMPED G.P.S-9 ................................................ \ TRACT NO. 31��
<br /> 4T N tSo
<br /> .. \ �.o M• EASEMENT(R1�•... �+. � °A6+39 � G�Po SET
<br /> o�co c°H�FADWAcc .......... SUS®l t0'SIONS OF SW JOAQUIN COUNT Y
<br /> r � �
<br /> P
<br /> • �'I \���. c^ 53`R�1i1}tR�9)19) \ R.S. 8-la REFEI�'E„�VCES: (R16)(R17)(R19)
<br /> * ^ •�N�,\ ? , R�1)tR�1)tg16�g►► E FSM RO tR 3)tgi1)tR (R1) R.S. 8-159
<br /> BRIEL ES TATE$
<br /> I "� X6,31�.C•tR� 050�t ,C 1029.2 \ (R3) R.S. 24-127
<br /> (R4) R.S. 15-154
<br /> of
<br /> ^�• $I 11 39 \ V (R5) R.S. 30-75 UNIT NO. 12
<br /> R.S. 30-195
<br /> gI
<br /> t
<br /> 15)B 4811)tt41 ., ,•� �' (R8) BK. 'A" DEEDS VOL. 540 PG. 265 / //
<br /> I.N.95013207 BEING A SUBMSION OF LOT 'W'
<br /> A AS SHORN ON THE Ate'
<br /> �, 1R0��Qg11,t 19) (R 10) R.S 32-57
<br /> SPS 95� , 13) (Rll) LN.95005080 OF KIEL ESTATES, UNIT NO. 11, AS RILED IN AMPS
<br /> y11k►s� 3)�� � 1d :� �0��3��� 0 1220 tR (R13) 1.N.95008395 92103877 R/W TAKE ANO PLATS, BOOK-36,, PAGE 6 / , SCAN JOAQUIN COUNTY
<br /> �. FQ Etta U 0f.�"' `•........._... t$ Gt��1)tR�9) - (R14) I.N.95005396 RE OROS, AND LYING /N A POR17®N OF THE
<br /> U , F ,) SU � 'lON SUI� IARY - 200, (R15) R.S. 6-70
<br /> SCALE 1"
<br /> 25�' 1220 t 6 LOTS = 0.77 AC. (R 16) RECORD PER TRACY MODIFIED COORDINATE NORTHMST 1/4 OF SECTION J 1, 7.2 S., R.5 E, M.D.B.& M.,
<br /> / „ ,► SYSTEM PER ASSOCIATES CONSULTANTS
<br /> oR6� CITY OF T�PACY
<br /> INCLUDING LOT A
<br /> I �9 GROUP /NC.
<br /> I 6h G48RIEL ESTATES = 0.77 AC (R17) M.&P: 34-7, G48RIEL ESTATES, UNIT NO. 1 STAN JOAQUIN COUNTY, CALIFORNIA
<br /> I (UNIT NO. 12) (R 18) M.&P. 35-37, GABRIEL ESTATES, UNIT NO. 7 THOMSON-HYSELL ENGINEERS
<br /> (R 19) M.&P 34-72, GABRIEL ESTATES, UNIT NO. 3
<br /> I r� (R20) M.&P. 35-74, GABRIEL ESTATES, UNIT NO. 9
<br /> (R2 1) M.&P,3(,--(,,(, GABRI£L ESTATES, UNIT N0. 11 A DIS/BION OF THE KEITH COMPANIES
<br /> 1016 12th STREET MOOESTO, C UFORNIA
<br /> JULY, 2001
<br /> l:
<br /> \204200\unit 12\s2-u 12-bd.dwg 09/28/2001 09:28 D.D. SHEET N0. 53D SHEET 2 OF J
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