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daft Adoft <br /> FD. 3/4" I. PIPE MONUMENTS SET: <br /> TAGGED LS 3863 (A) " " <br /> IN MO IRON PIN 3 4 DIAMETER N BOX / TER X 30 LONG WITH CAP STAMPED L.S. 7600 AT <br /> POINTS SHOWN THUS 0 UNLESS OTHERWISE NOTED. <br /> I- IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED L.S. 7600 IN <br /> MONUMENT BOX AT POINTS SHOWN THUS <br /> o <br /> I THERWISE NOTED. UNLESS <br /> n M U REAR LOT CORNERS WILL BE MONUMENTED WITH 3/4" DIA. BY 30" LONG IRON <br /> NN � <br /> PIN TAGGED L.S. 7600, EXCEPT AS NOTED. <br /> 0d od ` 3� 0 <br /> W cn FRONT LOT CORNERS WILL BE MONUMENTED WITH A 3/4" DIAMETER X 30" <br /> LONG IRON PIN ON A 1' OFFSET ON LOT LINE PROJECTI ON FOR LOT CORNERS <br /> ® FACING A ROADWAY. <br /> I CURVE DATA <br /> (TAGGED <br /> . 3/4" I. PIPE LOT CURVE NO. RADIUS DELTA LENGTH CHORD BRG. CHORD <br /> LS 3863 (A) IN MON►i 4 C1 60.00' 10'02'16" 10.51' S05'09'06"W10.50' <br /> O X S43'10'W 0.10 FROM COR. - - 4 C2 84.00' 02'35'07" 3.79' S08'52'40"W 3.79' <br /> n h- _ - - 5 C3 84.00' 48'40'39" 71.36' S16'45'12"E 69.24' <br /> MARGARET WAY 6 C4 84.00' 48'07'37" 70.56' S65'09'20"E 68.50' <br /> Iw N 7 C5 84.00' 10`04'32" 14.77' N85'44'35"E 14.75' <br /> N <br /> Iz O r 1 / » / ; / » <br /> = ^ I v 4-7 C6 84.00 109'27 55 160.48 S44 33 43 E 137.17 <br /> r. <br /> 7 C7 60.00' 10'02'16" 10.51' N85'43'27"E 10.50' <br /> w <br /> cn <br /> LINE TABLE <br /> � 3,2 <br /> o FD. 5/8" I. PIN TAGGED LS 1 .2O 19 I >8 /191 LINE N0. BEARING DISTANCE <br /> 5443 D 0. SET 3/4" I. PIN TAGGED LS 7600 Li N44 34 25 W 35.62 <br /> N 11.08' ( ) 09 OFF LINE w o <br /> I `n 2' FROM PROPERTY CORNER L2 SO'07'58"W 31.63' <br /> FD. 3/4" I. PIN TAGGED LS M I SCALE 1-=50' L3 S10'10'14W 44.75' <br /> 3863 (A) S30'22'30"W 0.12' SET 3/4" I. PIN TAGGED � D. 3/4" I. PIPE (TYP. FOR LOTS 23, 22, AND 21) " <br /> (TAGGED LS 3863 L4 N80 42 19 E 44.68FROM PROPERTY LINE LS 7600 5' FROM z ( (A) S89'15'25"E 1361.80' L5 ' <br /> •••- PROPERTY CORNER N44 33 43 W 28.14 <br /> - -- - -132.00-- - -�- 254.85' -122.85 - -- - N 37 w 7 90.80 1331.80' <br /> ' 1 3 <br /> 20 31 w to w - 0 658.04' (M)(A <br /> - (---10 P.U.E o C1 I o 00 on'd 1 23 6 SEE SHEET 2 FOR NOTES, LEGEND, <br /> N O <br /> REFERENCES AND BASIS OF BEARINGS. <br /> .,. I o- `n N �' 4,427 S.F. .- <br /> o I i� I t <br /> o f o �' 4 L] z p 000 589'15'25"E w o r b <br /> �� 10,797 S.F. l to z 90.28' 22 ' 000' 2� 0 20 <br /> z N I 15,595 S.F. ''� 1; ,� ^ I - o 8,000 S.F.Cl- 8,000 S.F. o <br /> a "' I ! co � � � 24 � b <br /> w • » C2 4,404 S.F. o <br /> m�-- 51 {TO BE DEDICATED TO N8915 25 W N8 " S <br /> LL. THE CITY OF RIPON FOR 113.35' ` " 22453 yy (R - - - - - - - - - - -1 - - - - - - - - _ _ _ OZ <br /> o I ROAD WIDENING I I- - 1 69.95' 80.00' 80.00' I.._ Lij <br /> > <br /> N S89'59'S0"E I Q S89'15'25"E 617.94' zI U) Q EAST MILGEO AVENUE PER C.O.C. (B) <br /> m131.99 pUE--� � (n `� M � - - - - - � - - - - - - - - - - - - - - - - <br /> • I ( 1O \�,► n Q 3 - - - - zoi 25 SWENSON TO COUNTY OF SAN JOAQUIN - <br /> \ a, � Ii GRACES LANE - - - - - BOOK A OF DEEDS VOL. 262, PAGE 262 <br /> I17 <br /> N89'15 25 W 732.03' v - 0i <br /> \ co w <br /> w THIS PORTIO <br /> 4 I �) O N o NOF STREET RIGHT-OF-WAY <br /> 1-1 <br /> L - _IS DEDICATED WITH THIS MAP. <br /> b bM 5 0 � - - - - _ _ <br /> - r-=-=.c= -_ r. ..- <br /> o � �) 0o., 15,604 S.F. � R�8 , �I S89'1525"E 519.83' I- N _.. T r.. ..� 1/4 SECTION LINE <br /> o r" 15.179 S.F. r �C4g I C7 62.35 131.50 w D. 2 X2 HUB <br /> •� I L4 _-- - - - - - _ - - - z & TACK (E) <br /> �� C5 _ - -- - - - - - - - - - - - - - w ( WEST QUARTER .�XTXN�SfONTO NOf,�Tf� f�fP01Y <br /> :2 0CORNER <br /> I •��� 9 "inn. N I SECTION 20 <br /> b <br /> 6 � o <br /> 0 0 1 S89'S9'S0"E �p0 6 oo, 7 o - o <br /> 1 <br /> Z ( 131.99 0 11.30' 12,054 S.F. cin o0 11,480 S.F. 0 11,8365 S.F. 9 EDAIL A <br /> `wI w b S89'15'25"E E 1"=30' <br /> 0 0 <br /> Q <br /> 1038. <br /> 15 <br /> .. I 131.50 <br /> o <br /> I 131.5 <br /> N 128.85' <br /> o 129.90 129.90' z 129.90' <br /> bI <br /> z z "'I 15,337 S.F. 'l w <br /> 31' I ENTERLINE OF 10' o0 � 36 0 o 35 N 34 M 33 <br /> N v- 11,271 S.F. 0d 11,453 S.F. 11,484 S.F. `n 11,515 S.F. - ►� <br /> EASEMENT FOR o0 0 0000 0°00 <br /> 20 �� CONTINENTAL TELEPHONE <br /> THIS PORTIO z 00 <br /> OF STREETST. NO. 86071803 - <br /> RIGHT-OF-WAY 107.00' - - - 127.55' - - - 129.90 <br /> IS DEDICATED - 129.90'- - - _ - TRACT N0. 3306 <br /> 1MTH THIS MAP. ,� N89-09; 1229.96'1229.96' <br /> 34' WIDE PUBLIC UTILITY EASEMENT SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> PER INST. NO. 01185927 <br /> 25 SWENSON TO COUNTY OF SAN JOAQUIN THE VERANDAS <br /> BOOK "A" OF DEEDS VOL. 262 PG. 262 I THIS PORTION OF STREET RIGHT-OF-WAY �AS'Y' MILGEO AVENUE <br /> IS DEDICATED WI111 THIS MAP. 1330.83' PER C.O.C, (B) BEING A PORTION OF THE NORTHWEST <br /> '� ... .._ .� r �„_ _. _ r r �.r•. WET QUARTER OF SECTION 20, T. 2 S., R. 8 E., <br /> ��-1/4 SECTION UNE N89'09'00"W 5370.39' M.D.B.&M., CITY OF RIPON, SAN JOAQUIN COUNTY, CALIFORNIA <br /> R.S. IN PROGRESS BY ASPEN p01 WONG ENGINEERS, INC. <br /> SURVEY COMPANY FD. 2 1/2" BRASS 1 3 37 PLANNING ENGINEERING <br /> SEE DISK STAMPED CITY OF RIPON-PLS /J// <br /> " N Of <br /> 5 TO NO.f�T.ff f <br /> 443 PO SURVEYING 5 <br /> WHICH lY G 4 78 FEATHER RIVER <br /> DETAIL A REPLACED 2X2 HUB & Ot DRIVE, SUITE A STOCKTON, CALIFORNIA <br /> D.D. SHEET N0. 60 <br /> TACK AT W. 1/4 COR. SEC. 20 (E) c 'P 8 I ( ( ) <br /> 209 476-0011 <br /> II' a <br /> JANUARY 2004 SHEET 3 OF 4 <br /> �wr <br />