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o?YI <br /> mi <br /> BASIS OF BEARINGS: <br /> TRACT 1\10, 2924 FOUND 1" IRON PIPE WITH TAG - - <br /> DES]r1\1/-\Y r D R r MA 11\1 D r R( 9) LS 4792. ACCEPTED AS THE I J r THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE <br /> SOUTH 1/4 CORNER OF I N 7R (� r 1\1 0, MH2 SOUTHWEST 1/4 OF SECTION 9, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br /> BASIS OF BEARINGS SECTION 9(9)(10) Z N13'06'30"W 435.08'(TIE) MOUNT DIABLO BASE AND MERIDIAN; THE BEARING BEING NORTH <br /> (N88;52'57"W 2644.59)(6) Q J 2 9 2/� ( J) (N13*06'09"W 435.17')(7) 88 52 56 WEST PER (9), CALIFORNIA COORDINATE SYSTEM OF 1983, <br /> (N88 52 55 W 2644.40)(7) (801.74)(7) (N88 5514 W 2647.00)(6) L� ZONE 3. DISTANCES SHOWN ARE GRID DISTANCES, EXCEPT FOR MAP <br /> 8 _N88'52'56"W 2644.39'(T)(9) N88'S2'56" _ (800.120(6) (N88'55'12"W 2646.81')(7;) O REFERENCE (6). TO OBTAIN GROUND DISTANCE DIVIDE GRID DISTANCE <br /> W 932.95 N88055'1 3 W 801.64 N88'55'13"W 2646.71'(T)(9) m 9 1 Q BY THE COMBINED SCALE FACTOR OF 0.99993260 (CALCULATED AT <br /> 17i 16 1711.44' 822.23' 1 � - <br /> \ / 886.25' (886.36)(7) 847.00' �°c (CALC)(9) 15 CONTROL POINT "MH1" PER (14)). <br /> FOUND 3/4" IRON PIPE WITH TAG LS 1845.07'(7) :�� <br /> 4792. ACCEPTED AS THE SOUTHWEST N88 52 56 W SEE DETAIL A I „ �`�' 16 GRANT LINE ROAD NOTE: <br /> CORNER OF SECTION 9(10) 110.72 I FOUND 6394 REBAR WITH CAPD, FOUND AXLE IN MONUMENT <br /> I ( ) �`' WELL. ACCEPTED AS THE GRANT LINE ROAD IS SHOWN HEREON AS A 60-FOOT WIDE ROAD TO <br /> � NORTHEAST CORNER OF COINCIDE WITH EXISTING MONUMENTS PER (8). SURVEYS OF RECORD <br /> 111.82(9) ( ) , <br /> .o� <br /> WESTERLY BOUNDARY OF w I (111.85)(7) ,�h�� SECTION 16(10)(11) AND PLATS ON FILE IN THE COUNTY SURVEYORS OFFICE INDICATE <br /> THE EAST 240 ACRES z I � --- 30, THIS PORTION OF GRANT LINE ROAD AT 80 FEET WIDE. <br /> PER INSTRUMENTo I "MH3" 30' <br /> NUMBER 89014387 � I I LEGEND <br /> 60' <br /> v I <br /> cn cn I BOUNDARY LINE <br /> ui <br /> s I ^ ACCEPTED AS THE WESTERLY N CENTERLINE <br /> ,� BOUNDARY OF THE EAST 120 <br /> Li I o ACRES PER 597 OR 354 - - - - - - EASEMENT LINE <br /> TRIMARK PARCEL 1 PARCEL 3 I c, �� ^ !� 1/4 SECTION LINE/SECTION LINE, UNLESS OTHERWISE NOTED COMMUNITIES�J1�J1Y1 r 54.63 ACf 61.15 ACf � SURVEY LINE <br /> c <br /> 00 00 O N <br /> PARCEL ONE <br /> CN C4 [If <br /> I <br /> < p w w w � o � <br /> O U I z Q o w • FOUND M�ONUM�ENT UNLESS OTHERWISE NOTED <br /> CN^ DAN,• 200 4 J 0 A 2 5 4 9 w cwn I m� �- r � � • OTHERWISE NOTED <br /> ONCRETE MONUMENT WITH PIN UNLESS <br /> z I N N z <br /> PARCEL MAPM Y o „ <br /> cn _� oz I o o z N 0 SET 3/4 X 18 IRON PIPE AND CAP LS 5790 UNLESS <br /> CD p o �- z z o OTHERWISE NOTED <br /> o 'N X ^ ~ (oI �� o I w FOUND 3-1/4" ALUMINUM DISK STAMPED AS SHOWN <br /> W w w � Lo <br /> �, � 0 I o Z W N cn PER (14) <br /> _ io O N O I n J U) w O <br /> ao N �n o CL CENTERLINE <br /> ZD <br /> 00 0 P°N° z o N U- U-) I � �-' 0) w BC BEGINNING OF CURVE <br /> 0 0 0 � o w o f N w FI;)UND 6" X 6" CONCRETE O :� z <br /> 0 o w ,� a af N w v _, 2 00 o MON MONUMENT <br /> z Z > Z I o MONUMENT(5)(8) Z z M-M MONUMENT TO MONUMENT <br /> ui � o I NO PIN <br /> C) o z w l o Q o D.N. DOCUMENT NUMBER <br /> C3 CLI z -.4- <br /> W <br /> S.J.C.R. SAN JOAQUIN COUNTY RECORDS <br /> C:) M w I N Z o (R) RADIAL BEARING <br /> o cCN <br /> wn I w �; O o i� '� (T) TOTAL <br /> M w o I CN o; N8�3'39'37"W '� rn �' <br /> ,�, R-1630.00' _. N N 100.00'(2) MEASURED AND RECORD DATA PER REFERENCE (2) <br /> CN �; � Lo U-) (100.00')(2) RECORD DATA PER REFERENCE (2) <br /> I o Z !' 'u w (2) REFERENCE NUMBER 2 <br /> Z DETAIL B J CN <br /> CD z <br /> NTS U N o o NOTE: <br /> I 0 0 0 0 <br /> 30' EASEMENT IN FAVOR I N z 1. SEE SHEET 2 FOR REFERENCES AND NOTES <br /> OF BYRON BETHANY FUTURE GRANT LINE ROAD SEE_;SHEET 4 <br /> IRRIGATION DISTRICT PER RIGHT-OF-WAY LINE - - _ - - - - - - - N <br /> _ _ o <br /> BOOK A OF DEEDS, <br /> FUTURE GRANT LINE ROAD VOLUME 549, PAGE 72 _ - - - - - - - - - - - - m FOUND 6"6" CONCRETE R=1630.00 <br /> 0=05'53'00"(8) N01'20'23"E R <br /> RIGHT-OF-WAY LINE - - - - _ _ _ _ _ _ - - - - - - - - -f' - Z MONUMENT(2)(7)(8), �+� L-167.37' <br /> 267.51' PARCEL 2 / / NO PIN SEE DETAIL B <br /> �, / 75 PG&E EASEMENT PER m I <br /> N89430'18 �, 3.00 ACf / N85 23 23 E 1416.06 0 0 <br /> N 317.32(T) / / 2010 OR 393 CL INTERSECTION TO BC N88 39 37 W <br /> 0 <br /> / N N / / / - - / N88'39'37"W <br /> - - FOUND 6"x 6" CONCRETE <br /> FOUND 3 4" IRON /PIPE 12 , o N85'18'36"E o __---- - MONUMENT(5)(8), NO PIN <br /> NO TAG(6) a, �,, Z 318.62'(T) z -� - - FOUND BRASS DISK IN MONUMENT <br /> SEE DETAIL F o o _ _ _ - _ - - WELL, R.E. 9338(6). ACCEPTED AS <br /> ROAD (SEE NOTE) - - <br /> 22.47' RANT LINE - - - - - - - _ _ - - - - I - -THE SOUTHEAST CORNER OF SECTION <br /> � N85'1929 E 17 - G _ - - _ - - .- .- - __ -- 16 <br /> / _ \ N85'18'36"E 1461.47(T) (BOUNDARY) - <br /> - - \ N85'19'29"E 280.15' (BOUNDARY)_ - - - - _ 16 15 <br /> PARCEL MAPW <br /> N85.19'29"E - (N88.55'12"w 1.68)(7) 21 22 BEING A PORTION OF SECTION 16, <br /> N00'28'05"E 2002.62'(T) N85'19'29"E o 800.12' 6 N88'55'13"W 1 ' <br /> w ( >( ) •68 TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br /> 60.24 FOUND 3 4" IRON PIPE 13 WITH 0.37' w z 801.64 ' <br /> ($01.74)(7) N88.55'13"W MOUNT DIABLO BASE AND MERIDIAN <br /> ILLEGIBLE TAG(6)(12) FOUND 124" IRON PIPE(12),, � w 1845.07'(7)^ <br /> (3/4 PIN PER (1)) / ( ) DETAIL F <br /> NO TAG(6) � � SAN JOAQUIN COUNTY, CALIFORNIA <br /> P <br /> _ 00 °O NTS FOUND 3/4" IRON PIP <br /> N <br /> � 0cct o M _ FOUND 1" IRON PIPE WITH TAG AND CAP LS 5412(7) <br /> FOUND 2-1/4" BRASS DISK STAMPED _ CARLSON , BARBEE & GIBSON , INC . <br /> ,e; Z 1722.47 LS 4792. ACCEPTED AS THE <br /> STATE OF CALIFORNIA DEPARTMENT � �- _� 3/4 IRON PIPE AND <br /> OF WATER RESOURCES _ 1716.81 SOUTH 1/4 CORNER OF CAP LS 7960 TO BE CIVIL ENGINEERS SURVEYORS PLANNERS <br /> 6 12 �� of cA��,l N04'40'50"W ---I 5.66' N85'19'29"E 2002.62'(T) SECTION 9(9)(10) SET PER (7) SAN RAMON, CALIFORNIA <br /> ( )( ) *p,T ER o <br /> 17 16 �s2� 30.00' Imo._ - N85'19'29"E 2002.62' T <br /> T2S R4E --�--- _ DATE: MAY 2006 <br /> 21 W 17 16 N04'40'50"W ---I N DETAIL A <br /> 20 0 20 z1 SCALE: 1 "=300' <br /> 30.00 I NTS <br /> N00'28'05"E 0.2 � <br /> 673-00 1961 1998.31' - N85'19'2901E 2002.62'(T) SHEET 3 OF 4 <br /> I <br />