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3 TRACT NO. 2374 LEGEND '0000 eAA LW ROAD SUBDIVISION OF BOUNDARY LINE v SAN JOAQUIN COUNTY RIGHT OF WAY LINE =11W ALDEN GLEN V1 LOT LINEN PROJECT SITE - MONUMENT LINE BEING A SUBDIVISION OF PARCEL "A" (29 M 89). - - - EASEMENT LINE a SECTION 29, T 2E, R SE, MOUNT DIABLO MERIDIAN. CENTERLINE ccn 1wr3T ELEVENTH STREET (R) RADIAL BEARING CITY OF TRACY CALIFORNIA (T) TOTAL ., SAN JOAQUIN COUNTY, CAl FO (M-M) MONUMENT TO MONUMENT CYPRESS DR. �`' R/W RIGHT WAY 0 z PUE PUBLICOUTILITYASEM N x < } STEDMAN & ASSOCIATES INC. E E T v _ � GPS-4 O SET 5/8" REBAR, RCE 17522 D CIVIL ENGINEERS/LAND SURVEYORS/LAND PLANNERS 0 FOUND 5/8 REBAR, LS 5077 a � N 452,256.46 O SET STANDARD STREET MONUMENT N WALNUT CREEK, CALIFORNIA E 1,724,789.62 O FOUND STANDARD STREET MONUMENT OCTOBER, sso SCALE: 1 „-_ 40' -� FOUND GPS MONUMENT AS NOTED BASIS OF BEARINGS � '��• NOTE: 1/2" REBAR WITH CAP, RCE 17522, THE BASIS OF BEARINGS FOR THIS MAP WAS DETERMINED I 831,j` 2g, TO BE SET AT EACH LOT CORNER. VICINITY SAP BETWEEN FOUND MONUMENTS GPS-4 AND GPS-6 OF THE 6 Nw*1-� TRACY MODIFIED COORDINATE SYSTEM, THE BEARING FJ �� I X53 / 04 ' ' NOT TO SCALE BEING NORTH 05025'36" WEST. 29 N 377 N 89'48'19" W 112.00' / 00 11 59.00 53.00 N 69 , I I o 3.58' 63 7- 01" 011 077 08 1 �5��° coo 2 POLE LINE II 3 04 w 11,� I ��) 9 6.2 4 (T) W w .21 » i w I EASEMENT R •• w w 6? ( I 57 , •34 E N 89 48 19 W 1013 OR 497 ;�. W t R S3 pp N 89'48'19" W 224.00' (T) N �8 23 6.p7' 72.67' ILOO) w TO BE QUIT 0 - to o0 cv 3 CLAIM BY �I 0 •-- N 18 � d' r7 t � 58.00 58.00 58.00 42.00 23.57 Q °1 SEPARATED ;�. 0 0 0D � 8.00 INST NT I i 9 cv o 21.14RRA Z0 17 o � w w wwtw 11wo c ) I ` II z _ ' co R t R � t R 0 (l�j • Z .- Lo W R 1O �� M p_69493 , �- ? � 16 to 15 :� 0 14 :� 0 13 � 0 12 �o � t°°' t "' - o �' w z _ _ _o 1/ =go.g �.. 105922 � o � o � o r- o coo � � co o � c`? t R o h L=9.59' o r- o T T ;n T o ro � �- �t J- oo - N 89'48'59" W N (� h• 0 90 (T) o 0 o o 0 0 o 0 o N °' i;locc; 00 0 /� 5• o 0 0 0 Co:) r- co rn 30.09' /��hh•��o�9 (T) \11.13' z z z z II it z o II II z � o t; o /� •h 10 PUE d -� T o r ) l h �� 00 58.00' 58.00' z II II Q j o n o �S�82 N 89'48'19" W 58.0 274.89"(T)58.00 31.76 ...� d � N 10 54 51 E o Q 6 39" 3 R=328,00 16.44 I N 86'25'26" W(R) r % 4 =22• L,128 14 w �� 01 d o STAGS LEAP COURT R=3o 01 r N 61.24'16" E V 3 I � N 00'11'41" W N 89'48'19" W 357.73'(M-M) o0 �N21 ,..�, ��1 J 30.86' ? R 770 0 �� \� 22.00' (M-M) co 36 49 W.. 720• �� 0 = 00041'01" \ - I T s�g,� N 89048'19" W 357.74' T 'n R=27 4 =22'16 46 M-- •.a"o R = 272.00' W - - -.00 I I - 43.82 63.18' 6 2.00' 6 2.00' 6 2.00' 62.00' _ R=272 0(:722-23;L 01 T M� V` L = 3.25' co c� I � _ � - F - - - -- .- - - - .- L 57.92 0g 61 ryh� 3�1�2P� z I ... L--21'1510 w 10 PUE 4=12 " L` r N = 03'31'44" e Oo I to w w L=18.55 w w �2 03 �3 ? �-- d��P z �) � R w w w w w 2.74' a�I p 4 R = 328.00 T- .- w • r) R t t • R R .-. 7�.c L = 20.20' L�C� I[`�� cn I 7 1 `� .a; 0 2 N o o ,d o o o S8" �. .� cn oo ,� � ;� 3 0 4 d 5 0 6 0 7 o w 1 Q I or-- „ 000 00 00 0o r- 0 TO R w N ;,� 0 z o 0 0 o 0 8 � R W W Ieit z - z o z z z z Z Z 4 00 00 z t�1 r- (5 to 4 =01.20'50" 0=02.00'17" A-01'19'32" .d. • L=41.00' 13.00' v- o 9 N L=41.66 L=62.00' 22.18' 62.00' 62.00' 62.00' 62.00' z �' rn °' 0 R 1772. 00' L=144.66 T N 89'4819 W 283.18 T z 0 ♦ �'' 0 = 04'40'39" (T) z A = 02'07'27" o • • N 17.22' Z R = 550.00 PG�J( C�[ � 44.48'19" W 42.43' a e o 0 I FnA ngFS ��3 L = 20.39' 29 GAJ X37765.00' 2-9 m X371 GPS-6 N 00'11'41" - I .- �- -N 447,093.33 17.00• N 89'48'19" W 82.22 (T) 1-4 7070-a6-os E 1,725,280.11 SHEET 3 OF 3