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<br /> E 17'33"E 30, ESMT CURVE DATA: TRACT NO. 2986
<br /> FD, SEE !i R 30 00 i J 1 p 1'� FD
<br /> ----
<br /> SHEET?
<br /> 11 89°42'277""WI ) C6 I 30 , 60'SS' ' pEEps' CURVE RADIUS LENGTH CHORD CH.BEARiNG DELTA SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> ' 0 S89 3015E , 500K'A'OFG 17 (N.T. C1 500.00' 61.83' 61.91'jF) 61.79' 61.87(F) ' " "(
<br /> N3 1500 W 7 0507 7 0538 F
<br /> j iI 11 56. I , 2461� I I ' 1 1 iO 1 « O ' «FD 3/4 I P v0 C2 � 530.00 65 54 1 6.5.501 N3 15 00 W 7 05 07 tI�I \ 11 IC3 ' ' '( ) ' - .-- `1,� ... - O / « O °I 'I " O t «-/HELEN �1 TAGGED LS3580 FD 3/4 IRON PIN, NO a C4 470.00 58.12 58.08 N3 15 00 W 7 05 07 SIIiQAK TERRAGE ESTATE5
<br /> i 500,00 61.83 61.91 F ' 61.79 61.81 F N3 15'00 W 7 05 07 7 0538 FDRIVE y PER(D)1 " 8;�°Q3'14" 9 I O « ° «I S89 3015E 0.18 v TAG, \ j Q " - 704'20IN BOTTOM OFF C5 470.00 58.07 I 57.98 N3 15 24 W ICANAL.ACCEPTED I \ I Cs 470.00' 0.ir 0.11' No°lrio"E0° 4A SUBDIVISION OF PARCEL 'A', BOOK 8 OF PARCEL MAPS, PAGE
<br /> ( (N.TS.) � w \ PER(D,E) I \ I Cl 250.00' 97.01' 96.41' S77 2941E 22°14'02"---- o IP TAGGED a 90 LYING IN THE NORTHEAST QUARTER OF SECTION 20_ __ _ __ C8 220.00' 12.46' 72.46' N86°59'19"W 3°14'46" ,\ PER(D), cs 50.00 " TOWNSHIP 2 SOUTH, RANGE 8 EAST, MOUNT DIABLO BASE AND
<br /> o _ ;, FD MON, SEE SHEET 2 FOR 44.31' 42.88 N59 58 39 W 50 46 349 ig / REFERENCE - - '_ 5"WO.14 1 84.62' S15°41'50"W ! 259°25'35" MERIDIAN, CITY OF RIPON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> C10 55.00' 249.03
<br /> SFN I 1 °+ �' ��� FD MON, SEE SHEET 2 FOR _ S6�°�B V Cil 50.00' 29.71' 29.27' S83°00'15"W 34002'25"
<br /> 1 REFERENCE S94 \ C12 280.00' 42,20' f 42.16' ! S8401737E 8938'10" „ _ ,
<br /> " ,� « • 'oq F 1 ° " ° NOVEMBER, 1999 SCALE: 1 - 50
<br /> N89 42'27 W(R) i / S89 3015E 156.02'155.81'(D) \ �o' OR rg C14 280.00 33.78 I 8.43 N87 4458 W , f 4328
<br /> \ C13 280.00 8.43 �+
<br /> -- 0 82.60' l rpb art g \ \ } ° « NOTES.
<br /> 33.76 N83-2553"W j 654 42
<br /> 3 13.42' C15 55.00' 0.80' 0.80' S66024'11"W i 0050'16"
<br /> I I ZYc G. N31°5159"E \6 60kl
<br /> S89°30'15'E I ' 3� 52.30' J 1 REAR LOT CORNERS: SET 3/4"x 30"IRON PIPE TAGGED RCE 31008 UNLESS
<br /> 30.00' C3 C4 C5I C16 55.00' 62.84' 59.48' N80°2638"W 65°28'06"
<br /> 52.26'(D) S'6�A�. °'° \ ° ° " OTHERWISE NOTED.
<br /> ds " 9S C17 55.00' 65.02' 61.30' N13 50'26"W i 67 4419
<br /> I 9 ,, C18 55.00' 63.89' 60.35' N53°18'17"E 66033'07"
<br /> 8612 SF 3 F 1 1
<br /> I 2 ° ° « 1 t 1 ° " ° « 2. WITNESS: 6.00' TO SAW CUT + IN CONCRETE ON LOT LINE PROJECTION.
<br /> SFN ' I N83°12'26"E(R) v, 9S,3 6 S37 5627E C19 55.00 56.47 54.02 S64 000'1 6"E 58 4947
<br /> h 6 \9x01 �,� 32.01'32.0'(E) C20 50.00' 33.50' 32.88' S53°4101"E 38°23'17« LOTS 3, 4, 5& 10 SET ON SOUTHERLY 30'S.S.J.I.D. EASEMENT LINE. REAR
<br /> M \ CORNERS: SET 3/4"x 30"IRON PIPE TAGGED RCF 31008 ON LOT LINE AT
<br /> 0 367 N ^ 8439 SF 13295 SF NN C21 50.00' 10.81' 10.79' S79°10'18"E 12°23'17"
<br /> 1 ti ,... � -� -.,, ,w°�Fj __ _ ' DISTANCE INDICATED.
<br /> c,l � �1 �I �/ \' ``� 4 1 - - --------- -
<br /> 1 10'P.U.E. 0 � v N I \�• °O� .��\/ I ( 3. THIS SUBDIVISION CONTAINS 10 LOTS ON 4.20 ACRES GROSS.
<br /> o ��
<br /> 30' z Nlvol 10219 SF1`L`�� I �.--- - --- - - _ --- I I
<br /> N ,•,,° \ _ _ a I &,I oIl \ _ _ �ti�i 115 63 I ",p \ I ��`� I 4. REFER TO SHEET 2 FOR ADDITIONAL NOTES, LEGEND AND BASIS OF BEARINGS
<br /> 0 - -- - - __ _ _v, C15 - Cf 6 �' 6° 33M� - - \- - J` I �� ` 2.45' I INFORMATION.
<br /> I � oy 49.95' ° " 5' Cf4 _ l 5 Za m I o ?'' 3 I a.D
<br /> N88 38 42 W 114.99' / s �, I ��5 6 I A
<br /> 's m o I C12 Ci 1 �,, s`g 021 ��� 5. NOTE: THE 7/2"SQUARE PIN AT THE N.E. CORNER OF PARCEL 'A'PER (E)AND
<br /> ��� i o c.> A ° 'o I 3 ' I
<br /> SFN \ \ w 33"�N I ��� Q THE 3/4"IRON PIN PER(D&E)ARE FIXED. I USED A COMPASS RULE
<br /> S8803642"E 160.99' 0 C7 \ 17� o \ I 565°288c�36 �i I ° ADJUSTMENT ON THE COURSES THAT ARE BETWEEN THESE TWO
<br /> Ix s. OAK TERRACE COURT \ 5 \ I MONUMENTS.
<br /> ��'� I \� I \w 3� m I I 'V/&CSTYLIMLIATSER,4L
<br /> �O•''. �" I o I 19455 SF I I f --- -
<br /> C� W S88036'42"E 108.36' �� ��
<br /> 59.48' "�` I s o \ i \�°
<br /> 46.88' 217.
<br /> G9 `��i�/ I 'o° ``�` �'�* 1 \a
<br /> �I G2 C� i o / 6„ t r I ( ) \ 86.03 E
<br /> 'Q C� 10 P.U.E. I v l r \�, F N.T.S. " 66.0' S86 14 29 E 182.06'182.0'E
<br /> «
<br /> N ( v, 1 �/ �YjgJ Fs \ �`- - ___ -- --- --L- N79°,42'59E 57.
<br /> FOR CENTERLINE .$/ ,. � �,/ �' � \i°,� �s \
<br /> ss ,
<br /> INFORMATION ON � � r°
<br /> MANLEY ROAD,NORTH Z N t ° _--
<br /> ' R " °o I �� \/ C18! 'off- 69° $15g°0 . . S79 W -- _ __. N86°1429"W 154^94'_ 30.04'
<br /> 4.
<br /> OF NORTH LINE,AND FOR Z N83 12'26"EO ^ _I - N51°13'1?"W-�'' �6 /F S69`o - N pA X12 1�) _ �g fifi _ ___ ___ �` -
<br /> MONUMENT INFORMATION, - }"- n M N p (w SSS 25.76' ?Ssn S90 , SaO�c' 11� v S13 14'29"E -
<br /> SEE SHEET 2. _./�0 30' I 9 ;v ^ U ,w I v o SS o ?`S90' N83°52'16"E "�J,j, ' 25.03'(M) N,E. COR. OF PARCEL
<br /> SFN I z I� 6 �9� ?9 � _ �' �` _- I ° a58 r. "A"PER(E) FD 1/2"S4
<br /> N (o Si syr rn� © 58. 2 5 S6i 1 a 'Q N 25.04'(C)
<br /> 8974 SF 8786 SF N 8818 SF I I?, ^ N6g° 113 �., IRON PIN,NO TAG,
<br /> C2 I- OS4p" �� ACCEPTED PER(C,E)
<br /> N88°38'53"W-}--_ Cl I 15291 SF n �0 S' S834
<br /> Ci
<br /> _�% Q �� 51204 SF
<br /> 30.00' I � 5'PRIVATE \ -N51°13'12"W ---o --. --- fi4.f1' ' 30' S.S.J.I.D IRRIGATION
<br /> SFN I�N89°42'27"WU G 0. Ni 0 DRAINAGE ESMT. 19.00 \ 36.78' EASEMENT v
<br /> -804 _- 66.00' 99.00' - ^N' 1.N.99132146 Sly
<br /> o - - - - - _ ___ 6 I.N. 99105346 p.©
<br /> - - --_ _ -. _ 19Q 63' -- --. - _ _ _ __ _ _ ._ _ _�' FD 3/4"1P TAGGED LS3730 PER-
<br /> 30' 30' Q'=' 503.11' (A), S45°24'21"E 0.32' �\ 33 ��. 20
<br /> 1y$2°42'27"ly($L a-___ _ _ _ __ _ _ \ 5' N88°38'53"W 923.79(M,A) • O P
<br /> 42.84'(B)43.20 � �� � � ,-
<br /> VERMEULEN Z 0:J
<br /> �I c1 No°1x33"�
<br /> I 42 27'wL) 30.00 0.56' I ;;1
<br /> DRIVE m 0 N89° N88038'53"W!
<br /> M o i FD 3/4"IP r�N
<br /> NO°17'33"E
<br /> uj
<br /> i* V5 I TAGGED
<br /> z Z� LS4876 PER(A) TS-_-- - -- - - - - -- NOTE:5'EASEMENT FOR DRAINAGE PURPOSES, CI��
<br /> NOTE. THE CURVE ON MANLEY ROAD IS DESCRIBED PER T 00 �?
<br /> NOT CREATED BY THIS MAP IS DESCRIBED IN THE �1cyi
<br /> 1.N.sWC,Q_X022 AS BEGINNING AND ENDING AT THE NORTH AND �Q� P 7 ^
<br /> SOUTH PROPERTY LINES OF PARCEL A PER(E) WITH THE ADDENDUM TO THE COVENANTS, CONDITIONS AND �� ��'� °p f,�
<br /> JORDANOL O DRIVE 2
<br /> • RESTRICTIONS AND RECORDED AS 1.N. 99132146, �® Q
<br /> CENTER LINE OF MANLEY ROAD, USING THE VERIFIABLE C,"�
<br /> `--FD 3/4"IP TAGGED SAN JOAQUIN COUNTY RECORDS. A 00 0
<br /> j CENTERLINE MONUMENTS ON MANLEY AND THE � OD
<br /> LS4876 IN MON INTERSECTION POINTS WITH THE SOUTH LINE OF PCL 2 PER(D)
<br /> WELL PER(A) AND THE NORTH LINE OF PARCEL 'A' PER(A)�THE OFFSET 8 .
<br /> i FD MON WELL, NO MON. DISTANCE AND THE NORTH/SOUTH DISTANCE IS DIFFERENT
<br /> EXISTING CONDITIONS VOID THAN THE DEED. THERE ARE NO MONUMENTS SET ALONG THE
<br /> CO. SWING TIES PER F8 635 75 PARK ON THE WEST SIDE OF MANELY ROAD AND I CALC'D THE
<br /> z CURVE TO FIT THE EXISTING CONDITIONS USING A 500.00 FOOT
<br /> CENTERLINE RADIUS.
<br /> �� 1/4 SEC LINE '
<br /> PER(A)
<br /> N1°50'11"E MILGEO AVENUE
<br /> 4.64'(M,A) •
<br /> S88050'294E 927.07'(M,A) JOB NO. 98M214 SHEET 3 OF 3
<br /> \_
<br /> REFER TO DETAIL ON SHEET 2
<br /> mmw . - _� -
<br /> ���
<br /> cc
<br /> 2
<br /> S K W- & A S S O C I A T E S
<br /> ENGINEERING ARCHITECTURE cl SURVEYING
<br /> SCALE: �" = 50� 2237 SCENIC DRIVE 6130 FREEPORT BLVD. SUITE 101 A
<br /> MODESTO, CA. 95355 SACRAMENTO, CA. 95822
<br /> TEL (209) 523-8323 TEL: (916) 429-2800
<br /> FAX : (209) 529-7804 FAX: (916) 429-2553
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