|
00-tv yow 10
<br /> RECLAMATION D15T.iel4o14
<br /> INST. NO. 6.7 1 11 0 51 -IdJ
<br /> 11 n 1 \ Q \�p o \p P o I I I STORM WATER PUMP
<br /> I I I YJ A L �� � Y � �1 A � Jl 10 ;a I 1 5-1•AT►CIN EA5 E M E NT x •� �►
<br /> I ( tvlCaps PIc7f3 , VoI. 13 , P9. 159 , ,5.J. Co. R¢cord7► 0
<br /> 1 �.� I � :� x
<br /> 10' STORM EASEMEm7'
<br /> d�z 1
<br /> Y-534752.71 Fci. 4 I. Pin
<br /> RECLAMATION 01ST. • 1(014 I I o I = 99P
<br /> . a.�
<br /> NO. 8711105 l tJ. /b• 10.
<br /> _55 35' 200.00' ( ►J, /G 052?3"(�/.
<br /> I-"'-- I1 17&4. 00 /26 50' __�� CU
<br /> I, 55.55 50.25' 50.Od 50.00' 50,00' 50.00' 50.00' 50.00' 50.25 53.95' za3.oo' 6A•00'
<br /> lO' STORMI ,W d, W W W W W W W W w W ,W (tj (0 STORM ► I ` 0
<br /> EASEMENT �'. !h �} n N n _ !\ _ n • z - n. EASEMENT
<br /> I o °� o ^ 0 `I` 0 � p Md : 17 i m I o W
<br /> 22,900 SD,FT, / w n :h 4 ; O O ^ p M O ,N 0 M 0 ,M► 0 !tl . N 0 �,. �. _�- o __� - I-N - - - h iv .
<br /> a+
<br /> 41 ry •° ;;�� 7 0 :N(r B o a 9 0 10 N I I a 0 12 o ' 13 0 - 14 a 15 NIS 16 -- -� N 16% fit sz'23"w. Ito 0
<br /> cc 4; \� i�M .Vv n O n O rrl 0 O n1 NMh ��:hJ ¢1y�A /- - - - -� IG3. ICJ' I I C0118.001
<br /> u1
<br /> n n N n N ^ L• _ n
<br /> I 7n Z 2 Z Z z � Z Z z Z z v V
<br /> W C I T Y LIMITS y-�3.1��ols.49 r�►J ?' 1/ 0 Z °1 I I - 24.91 a �►
<br /> J os• 1132•_ 16.32 _ ► 6' {� V 18 I I
<br /> A4 \ a, l9 S.I3 10 P.t Rue. t�.t�- / GJ' I 1 0
<br /> O 1 �l.q f • ♦5.12' - -SO.00' -50 00 - -50.oo' - -SO.00'- -50.00'- -SO.00 3 .77
<br /> Ovw 3 N-/6'S2'23"srl 3?8.89 �•9° �7as%f3ywR• � / y- 353 86;4.6/ Cv-) ',1J
<br /> '-� I LOO.00 �� - R•90'- - - - - - - x-i76ii�Z. Z9 _ �' - - - Co '�� ---' �- in
<br /> p I I CLIPPER - 1.1./� szz3"w_ ._ y s34/"-02 - LANE- s6s.zs' / , � N �g9t .55' I Z�.�s1 68.33' _j
<br /> O -I �. �j 14 r Ol 2 282.85' :W 1W 282.Go' --'- ONi I I I �1 N.11'22'S1"W. Z
<br /> � 17,312 50. FT. Ito Q. /6'S?I3 W. 2I2.G5' K N N. /6'S?23"w. 2t2.Coo'
<br /> v �D 40 W I� 12.ZaZ W -- - - - - - - - --Iz2.Gs --- U► W N _ _ 11'1.80_ - - - - _ss.00'- - '� 19 I I I U
<br /> 14.14' 14.14' •N 0 fl) Q o� 14.14' l O I N
<br /> OO ^ k1./6'Sz'23"W.I �� Z �. 'Q( 1�1,i/•S2 Z3"W. R g N.28'07'3 E. t"• n1 Q m hN N. 6/�S2 P3W, (� l/) Pl.Z8'07 37 E.I ,0 N 1 1 I I
<br /> „ Ch1 93.24 N Q 0 " IA 34 ~ o �4 t � J n �N 'd lA oil c0 22.1 S' p I Ut
<br /> 0 35 ?a, N W a 5y'�Q� 'io 28 to 27 _ N. /c sz13"w. i m
<br /> of 1 N/� -52'23 tN N , a- 3 os. ss• z s �. S.So. -, Al
<br /> In �0 8 3 N N./i S?i3'w. '� 5 N:3•.' . (g' 710 P. t P U.E. N WIn F. b
<br /> J i 200.00 I N 3 A N I N./6'52'?3"W. 4 129.94 1?.80 H 0 I" 4� U /6 SI?3'�Al. " -7 �A I 19.1'x7' I T P/SAL I Q PV$l.lG ACCESS
<br /> fJ 11 111:.32' I 100.04 5_ 1 X4.89 N. /b S2?�? W. 14.32 I U
<br /> . M . 0 ti Q!, >� 17.80 Ios.00' <� `� Oi 20 I I EASEMENT TO
<br /> -�--/O P P.U.E. Z I !00.00 1 1 .^rZ' p M �.
<br /> 1 ►:�./6 sl l� W. ! m R^ J• 36 8 S 33 �= n w N g . M p N - - , �� rrf-rcv� -- 1 N v�rAT t:R
<br /> C r'a � O' ' !�� �9 29 8 0 ^ /9.-13 -N /6`S.z'.��"W.- - -j I
<br /> "\ co M g �' •'t' R^ N 0 N �'� a. 6 N 0 26 p M M - - - - 155. aG' - - 1 'n =
<br /> % • 0i 2 V N 4.29' R) . "w s N R) . ''W. I J �Q (` j� i
<br /> M n t 28,067.4b SQ. FT. 3 Ir: 0 0 .0 N.ZosS?, Zs�,s7 zZ 1 U m Iv.o�.�) W R S TrP. I I O }-
<br /> A •O 0 W O Z M 8 /.l• S / N ' 1 39 W. N./L 'SZ Z3" J�= �� " 10' SEWER 2i I I 4S' I 0 c� _-
<br /> M 39 1oo.Op I 99.78 1 ta.S O� S9 W. i Q n!n TYP/GAL U1 tV Z'
<br /> y) N. W. N'; 1.1.tce°5Z'23"w. S P� �2 105.00' EASEMEI�IT
<br /> Z ( 0 --� 1p• ,, t N 7 W N A 10.05' ,W x-/X/052.42 �' 4T. 2 a` jW zv.i`' Z N
<br /> t,'' A6 05Z'Z3 W.I i�L - -
<br /> z I I N l0 W` J CL .p• 37 8 r-s�so'�e.67 50.-x5' -' .A 8 25 � $ 0 M � 10 P. �P U.E. ►95.99' I I 7
<br /> I 1.128=09=4Z"E. 10 Pej PV.E. a0 I - 'I:N 0 ►� 0 N I I -
<br /> 14.►3 (j - N.f7'Afso"W. ) [ _J * 8.99' CR) ,MoD 32 +� l0 P.4P.U.E. L D-N � i I $ EXt5T1NG 40' UTILITIES
<br /> ' , I Z.T9' 1`: N/8'40 S4 W. 1 0 22 EASEMENT
<br /> v .--s- M 30 W I i I o ;
<br /> ... . . . ... . Q n 1 '0 P7 h1 d N /6'52'23"W.
<br /> R• sol. rt, I '30.03 �G1p O.R. 3364-383
<br /> ` • 1 N 1 N. /6'57'13 W. N ° �. -\�a�/ N /03.0/ ry zs �s !v N. /(r'SZ�3"W. ,
<br /> : 34.99 w. 79 �/ 47'rL.
<br /> 1q \ N./ie48'/3'W. 199.9'7' RaS24� L-`)i `0 N 38 1 OR v 2/} ry o 0 U OO 5 r 16 i I I N
<br /> DELAWARE CLIPPER N LANE to „ 10'P 4 PU.E ; �+ �h�d 2311
<br /> 01 Fd. Notn�n� I.. .}p 0
<br /> 299.93 I I I N
<br /> Q:l� / )50.07' 70.00' 170. Z'S 70.00' f 00.00 1 9 1.25'
<br /> AVENUE '
<br /> N. /b'�!8'/3~W• N/6'52 23"W)
<br /> 50 •••• I Fd. ' Z. Pin
<br /> \ I I EXISTIN& Ib SEWER -
<br /> �} Y-53fiti.8� / y-.334339.x' I ^ X-17(00998.24 / EASEMENT QR. 13114 401 '
<br /> Searched Fd, r-.Sl4�24.9 / Y 3b -A S A B3 �\� A A P� 8$ ( Y- 53'.!78(0.94 goo' O.R. 1355-3114, O.R. 13(04-99�
<br /> Noth%n9 / pni\s f ' I O.R. 1345-423
<br /> kAda" �• PIa►+-s , Voi. 14 , F15. 9a , S.J. Co. 2&corc��i.
<br /> a / CANAL
<br /> Fd. �/�•M I. Pin `-
<br /> J DR.
<br /> X-/7S►$ifi X-/75930!. S/
<br /> ~ NOTES:
<br /> Y•S.3(r.��Q. i/ _ Y-S30z".2/ SC'9�F; `' _ (. 1395!5 OF BEARINC� BEARINGS 2, pISTAt�1CeS tov10WN ARc 6Fi0UNl7 �}, 7N�ti►Z� L, �p� ,� 1 A
<br /> /•' O PL "'rj N Cs
<br /> wirol6L �. A-NO COOROINATCS .,RE. E3/►.SEO Lt'sVt3L p15TANC.Es MvLTipLy SHOWN MlP P�16vLG VTIL.ITIES t=Ayt• M�eNT
<br /> �► RYDE AVE. ON THE GAl_IFORNIA COORDINO.TE L7ISTANGES BY 0.99'9937Z. TO Ola- ALONC-p 'rite (_0T P►2pNTACs3S . �
<br /> /6396 SYSTEM ZONE -A. '•►Ie" L TO "t61aL TA-%N GRID DtsTANCE. s.rowtti 011.1 THIS MAP
<br /> N/f�S/'08'1/ BEARS N. Ifo• 51'09"W. REGoRD OF 3. TN►S 5uBD►vlsloN C0"r�►N6 10.193 S. AL_L LOTS SHALL aE pfis�vr.lt3b,
<br /> 2/81. 42,' SURVEY, VOL. 29, Pv.GE 61 , S.Akr,1 AC.R%:5 MORE OR t_1=ads. GpRADt'sL=` gle0 M,11NT'HltJtiD To PrtOVlDci
<br /> (BASIS OF BEARING)
<br /> JOAQUINA COUNTY REcoRIaS. PROPCK W1T►4OUT C_.v-6kogV
<br /> So►V %RoblOtd ©12 O14r0
<br /> CURVE DATA CURVE DATA LOT AREA LEGEND: P17<OP1iRry.
<br /> No. Radius Ai Angle Arc Bearing Chord No. Radius AAngls Arc Bearing Chord No. AREAS No I AREAS 6. TH►s N%AT aaFdtfi6 TO TJ-vo 27- 84,
<br /> I 501.38' 10'33'04` 92.33' .VJ2=oi=SCS"�,/ 92.20' 33 4'7.00' 480I6,'29" 37.(00' N.88'20'S2"E. 38.44 1 5825.04 SQ. FT, 20 IoG98.i.1 5O FT • DENOTES FOUND MONUMENTS 7. THE LOTS }HOWN ON THIS FINAL MAP ARE
<br /> AS NOTED. DESIGNATED ON PANEL 0002 OOISOF
<br /> 2iY
<br /> 3 90.00 Id5.20• t�x.32' 7S =
<br /> 31C.,-50,I1C.,-50,o' 33 50.001 20.23'53' 17.130' N.77e42'45"W. 1-7.70' 2 5000 .00>s50.FT' 21 10776. 115 50. FT 3 D
<br /> OF THE FLOOD INSURANCE RATE MAP AS WITH-
<br /> .4• x•00' 32.52'43" 34.43' 7'�'-/O=38"E 33.98' '34 '50.00' 18'57147" Ito►55' N.82.36'30'E- Ito.47' 3 5571 -7Z 50. FT 22 -?39.-19 SQ. FT. ® DEt�tOTES SET - ►tJ" ZONE AE (BASE FLopp E LE1lATIO N = 11.0'�-
<br /> S GO.00' wa&'Ori" 30.►s' NiitPlr=s7"�✓ 37. S2' 36 90.00' 04#00'23" v.29' N.71•07'25'C. 6.29' 4 6040.199 s0. FT. 23 9651. 13 50. FT. X1'4 I. PIN TACaGEO TRACT N0. 1957
<br /> R.C.E. 15831 IN CAST IRON MONU-
<br /> G GO.00' 38.15'22" 40.ov ,yjb•-79=/3'"fo/ 39 32' 37 ?0.00' 06'22'57" 10.03' N.foS'55'45'E. 10.02' 5 9917. 02 50 FT. 24 (009(0.(0354. FT. MENT Box. SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> ? GO.00' 03'12'29" �. a8'-dS=/�'�✓ 3.38' 37 G.o.00' 09.3449" 8.99' W67•ol'42'E. 8.98' 6 6479.83 5Q FT 25 GZ6o.3/ ' 50 FT
<br /> 7 90.00' 0'7'0-r'15" 11.19 ' lre'-01 / 11. 117' 3S 4.60.00' 91. 52'41" 96.21 ' N.62'44 31'w. 86.23' 7 530a.1o5 5Q. FT. 26 6300.00 50. FT. o DENOTES SET S/4' I. PIN TAGGED MARINERS VILLAGE
<br /> 8 90 00 03.16'07" S. /s%/4=/9"A/ 5. 13' g 5024.57 50. FT 27 co507. 17 5Q. FT. R.C.E. 15831. ALL LOT CORNERS
<br /> IS 90.00' 10.23'20` IG.32' �{/?,�4D�=0�"f✓ IG.30' 9 5000.00 SO. FT. 28 I 6952.94 50. rT: SHALL BE MARKED AS FOt_LAws: BEING A SUBDIVISION OF LOT 65
<br /> Ifv GO.00' 12'32'19" 13.13' �VZO#59=-WAI )3. 10' I 528.38 ►3'44'19" 128.72' �I/23=4.o=?3's✓ 125.92' 10 5000.00 SQ. FT, iZ9 6831.52 5Q. FT. REAR 007 CORNERS-3/4'x30" iPl�t OF TUXEDO COUNTRY CLUB FARMS
<br /> 17 GOaOCO 364605 4ast3 �1/0��3'=09E 39.81 ' 2 O.o.ao 110'4 40" 118.01' N6✓�-52'13"�✓ 98.28' I I 5000.00 50. FT. 30 1,2955.24 50. FT. FRONT L,01 CORNERS- CH151t_ED STOCKTON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> 1113 GO.00' 38.29'43 38.22' -/6=33E 37.57' 3 90.Ocj 10.2320' IG.32' //I 40=43"1✓ Icav 12 5000.00 SQ.FT 31 108948850. FT CR05S ON 5►DEWA1_K ON S'
<br /> 19 GO.Od 2.2'59'33" 2,4.08' NZt'-a=/r"E' 23.92' 4 Go.oa' Ilo•ac:ao' 118.011 ' .✓J8'-07=37E 98.T1i' 13 5000.00 SQ. FT X32 13247. IZ. 50.Fr OFFSET. A. R. SANGUINETTI 81 ASSOCIATES
<br /> ZO 90.00' 10.23'20 lro.32' 7y'-/9=/7"E' irx,3p' a_ f ttPU E DENOTES PLANTIt4G AND PUBLIC
<br /> 5 50.00 39 2t'3o' 34.35 .✓53 .iss S�2E 33.1x8 14 5000.00 50.FT. '53 7128.07 5o.F-r. CONSULTING CIVIL ENGINEERS
<br /> VTtL11T1ES EASEMIeAIT.
<br /> 8 50.00 IB ST'4T- l(o.S5' �1/G3'- =41f'E IGx.4T' 6 47.00' 258.43'00" ZIZ.23 1411,610:.5.7=I3"AV 72.88' 15 1 5018.67 SQ.FT 34 7231. 14 50. FT 5651 N. PERSHING AVE., B- I
<br /> 29 50•oco 24.2343- 17.80' 3'-57=59E I I7.To, 7 50.00 39.21'30' I 34.35' ,yB7!//=38"so/ 33•G8' 16 F052.5G 50.FT.I 35 5949.77 50. FT. � � DENOTES RECORD iNFOitRMAT1oN. STOCKTON , CALIFORNIA
<br /> -t- (R) DENOTES RAv1AL, t3EAR►Nvs. JUNE 1987
<br /> 29 47. 00` 4ge33'S4~ 39.$4' N.58'03'O•}"'E. 38.66 8 90.00' Ici 23 20' IG.32' INi7�-SS=S7 E 18..30' 17 19653.03 5p.FT i 36 5999.34 50. FT. � DEtvo'rEs CA.Lt F C04R►7tn1ATE •
<br /> 50 47 �' 50'2'7'29" 41.53' N.72'21'15"w. 40.19' 9 GO.00' 1oo•2'r'3o' 1os.2d �✓67�-cv=s8"�,/ 32.23' 18 1-3-7,37. 95 50. FTJ 37 j 5to9 1. 24 50. FT. TRAVERSE "ONUMeN•T-S -- SHEET 2 OF 2 SHEETS
<br /> 31 47. GO' role 52'22" 5o.75' W.IGa'Die 19"W. 48.32' _ 1 19 14794.74 SQ-FT. 38 63 S 6.Coo SQ. FT. g Rr�gg G.4�s.
<br /> 32 47. 00' 49.22'46' 40.51' N.39.3)'15''E. 39.-2r -
<br />
|