|
Lill% 1001
<br /> FD. 3/4" I. PIPE
<br /> M TAGGED LS 3863 (A) IN MON BOX
<br /> S43'1O'W 0.10' FROM COR. W
<br /> ;, MARGARET WAY » ,� �`� SCALE 1"=50'
<br /> M
<br /> Q
<br /> ..� 0
<br /> l,�CNDLf� T�f�fC�' s 00 I NANCY DRIVE
<br /> P 36'-D6' I L
<br /> AY CURVE DATA
<br /> SET 3/4" I.
<br /> / N TAGGED AGGED LS 7600 0 LOT CURVE NO. RADIUS DELTA LENGTH CHORD BRG. CHORD
<br /> 2' FROM PROPERTY CORNER (TYP. 0 11 C8 60.00' 10'02'06" 10.51' S84'11 422"E 10.50'
<br /> FOR LOTS 20, 19, 18, 17, AND 15.) FD. 3 4" I. PIPE I FD. 5/8" I. PIN 1 11 C9 84.00' 09'38'07" 14.13' S84'02'22"E 14.11'
<br /> / o SET 3/4" I. PIN TAGGED TAGGED LS 5443 (A) • » ,
<br /> TAGGED LS 3863 30' 30' 197 12 C10 84.00 47044'48" 70.00 N67'16 10 E 67.99
<br /> cv LS 7600 5 FROM S89'15'25"E 0.10'
<br /> S89`15'25E 1 1361.80' (A) N I PROPERTY CORNER FROM COR. 13 C11 84.00' 53'17'35" 78.13' N16'44'59"E 75.35'
<br /> 11-1 C12 84.00' 110'40'30" 1_62.27' N45'2626'E 138.18'
<br /> F� a
<br /> 0.00' 80.00' 80.00 0 87.24 109.91 - - - - - -110.00- - - �;? 14 C13 60.00' 10'02'06" 10.51' N04'S2'46"W 10.50'
<br /> 658.04' (M)(A) o I0 37 37 cO T 219.91' �l
<br /> o�0 15 10° � I w I �'
<br /> a : a 4,270 S.F. °�``� �' r 0 1- LINE TABLE
<br /> 0 o o " 2rco x' °- co �rQ20 1 - 18 " 17 S89"15 25 E �.0 h - 0 14 - 25 I y �I UNE N0. BEARING' DISTANCE
<br /> ,000 S.F. . 0 8.0 S.F. . 0 o 87.76 0 0 r� 9,129 S.F. 9,358 S.F. I I �6• �I � �\ L6 S79'1319 E 44.70
<br /> • 8,000 S.F. r 8.000 S.F.a I a, N o I o W J� I , `�1 �, L7 N09'53'49"W 44.77'
<br /> V) bM N 16 J M z 1"� W . " M " I o N �, L8 NO'08'17"E 30.05'
<br /> 51 21 E
<br /> 4 302 S.F. S88 36 12 E S89
<br /> W L9 S45 26 26 W 2
<br /> II � 8.57
<br /> _ - - _ r - - - -. - - - - ._._ - - _ - - - - - - _ ._ - - - _I_._ �'n.- - - -�- ��°� w 101.20 110.00 U �
<br /> 80.00' 80.00' 80.00' 80.00' m I I L10 545'29'49"W 35.14'
<br /> S89'15'25'E 617.94 1 I I 10' P.U.E. I L11 S89'09'00"E 47.4'7' (M)(B)
<br /> I W ��-- 10' p U.E I L12 S0060839"W 17.11'rl M
<br /> 11 (/) _ A/ 0 IM L13 N89'09'00"W 30.00'
<br /> GRACEE LANE ,.
<br /> - - - - - r _ �..I o^0 2� I� FD. 3/4 I. PIPE �TA�GGED LS 4876 (C) IN
<br /> 3 9,603 S.F. I MON. BOX S89 51 21 E, 0.08 OFF LINE.
<br /> N89'1 5'25"W - - 732.03' a I r /
<br /> r
<br /> 00
<br /> M i t cft
<br /> 13 w 1,, I 00
<br /> S89'15'25"E 519.83' --� of // 14,573 S.F. m06 S89'51'21"E 1 SULTANA COURT
<br /> 811
<br /> ..._. - - - 1- - - - _ - - _ - - 131.50'- - - - - - - - -- -� L � CG'S � 3' o'' 110.00 1
<br /> 6 `C9
<br /> �- _ - s; z I 3 3 MONUMENTS SET:
<br /> a a a a its �; O a a) " »
<br /> K) 9 F o IM rn ,,� IRON PIN 3/4 DIAMETER X 30 LONG WITH CAP STAMPED L.S. 7600 AT
<br /> - o - o o - o �6- �'QJ 27 i� 0 58 POINTS SHOWN THUS UNLESS OTHERWISE NOTED.
<br /> w 9 vo6 14 i 10 11 000 12 00 9,603 S.F. 100 00 o IRON PIN 3/4" DIAMETER X 30" LONG WITH CAP STAMPED L.S. 7600 IN
<br /> c?li 11,835 S.F. 11,835 S.F. 11,486 S.F. v 11,730 S.F. 7.59' I N IN MONUMENT BOX AT POINTS SHOWN THUS 0 UNLESS
<br /> S89015'25"E1038.15'
<br /> I 30' 30' OTHERWISE NOTED.
<br /> 131.50' 131.50' 131.50' 178.61' S89'51'21" o REAR LOT CORNERS WILL BE MONUMENTED WITH 3/4" DIA. BY 30" LONG IRON
<br /> ..
<br /> 129.90 29
<br /> 110.00 004 PIN TAGGED L.S. 7600 EXCEPT AS NOTED.
<br /> 1
<br /> 90 129.90 129.90 w 129.90 I � '
<br /> oo I - c4 FRONT LOT CORNERS WILL BE MONUMENTED WITH A 3/4" DIAMETER X 30"
<br /> o 0 31 = �`! 30 29 - I , LONG IRON PIN ON A 1' OFFSET ON LOT LINE PROJECTION FOR LOT CORNERS
<br /> 33 7 CO11.579 S.F. o 0 11,610 S.F. 0 0 11,691 S.F. w 1i ( FACING A ROADWAY.
<br /> 11,547 S.F.
<br /> 00 �, z � 28 i �
<br /> • 0 0 0°'0 °' °' 10,050 S.F. I N
<br /> z z /-CENTERLINE OF 10 EASEMENT
<br /> 0 0
<br /> THIS PORTION OF S
<br /> FOR CONTINENTAL HONE TREET
<br /> TELEP
<br /> _ _ / RIGHT-OF-WAY PER R.S. IN PROGRESS BY ASPEN
<br /> 0=
<br /> INST. NO. 86071803 1 _ /
<br /> O- RIGHT OF WAY
<br /> 129.90'- - 129.90` _ T 129.90 129.90 - 131.01 T- 85.00' �-� I IS DEDICATED WITH THIS MAP. SURVEY COMPANY FD. 2 1/2" BRASS }-
<br /> DISK STAMPED CITY OF RIPON-PLS 5443 Y
<br /> N89'09'00"W 1229.96' 34' WIDE PUBLIC UTILITY EASEMENT CL
<br /> i� WHICH REPLACED 3/4 I. PIPE TAGGED I
<br /> _ co PER INST. NO. 01185927 q FD. 3/4" I. PIPE TAGGED 7079 IN MON BOX (NO REF.) [CALLED j
<br /> 25' SWENSON TO COUNTY OF SAN JOAQUIN -� N LS 3863 IN MON. BOX (B) 1/2" I. PIPE PER M.&P. 38-6]
<br /> EAST MILGEO AVENUE » THIS PORTION OF STREET RIGHT-OF-WAY
<br /> PER C.O.C. (B) -83' BOOK A OF DEEDS VOL. 262 PG. 262 IS DEDICATED WITH THIS MAP. r -'1 S.F.N. EAST MILGEO AVENUE
<br /> :.» ,,.. ,„.. ..,,. .�". ... .._ •",» ... _.. �..®o...�. �.. _. ....,.�....._. ,._ _ _ _ 4009.55' _ _ PER C.O.C. B
<br /> �( -�
<br /> N89'0900"w 1/4 SECTION LINE--T 5370.38 L11 -
<br /> ••, ,� 1 1/4 CO
<br /> e 8FD. AXLE
<br /> 4 �D� AXLE SEC. 20
<br /> " DEEP (B)
<br /> ,�,�'T�.li�,SI01V TD NOf�Tf� RIPON 14 DEEP (B �
<br /> CENN� LINE OF
<br /> SEE SHEET 2 FOR NOTES, LEGEND,
<br /> I
<br /> JOHROOS AVENUE
<br /> cP 8-8 REFERENCES AND BASIS OF BEARINGS.
<br /> SEE
<br /> _ - _ _ _ _ - - _ - -EAST MILGEO_ _AVENUE PER C.O.C. - - - - - _ - - _ DETAIL B TRACT NO. 3306
<br /> 25 SWENSON TO COUNTY OF SAN JOAQUIN SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br /> BOOK "A" OF DEEDS VOL. 262, PAGE 262 0
<br /> 0`� D. AXLE THS VERANDAS
<br /> _ THIS PORTION OF STREET RIGHT-OF-WAY IS DEDICATED WITH THIS MAP_ -
<br /> -- �. r. _. �. . �. 1B4" DEEP BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 20, T. 2 S., R. 8 E.,
<br /> 1 4 SECTION LINE =di FD. AXLE 14 ( )� M.D.B.&M., CITY OF RIPON, SAN JOAQUIN COUNTY, CALIFORNIA
<br /> FD. 3/4" I. PIPE TAGGED RCE �' DEEP (B) O
<br /> 22918, NO REF. N89'1301 W 0 -44 WONG ENGINEERS, INC.
<br /> 0.10' FROM PROPERTY CORNER �' PLANNING ENGINEERING
<br /> S.F.N. PER B �' SURVEYING 4578 FEATHER RIVER
<br /> .�.XT�N,,S'I01Y TO fYOfi'Tf��l�ON ( )
<br /> DETAIL B �Z�t/ � I DRIVE, SUITE A STOCKTON, CALIFORNIA
<br /> O 'Q' 209 476-0011
<br /> (D.D. SHEET NO. 60) I SCALE 1»=30 ( )
<br /> JANUARY 2004 SHEET 4 OF 4
<br /> rur�
<br />
|