Laserfiche WebLink
LEGEND <br />z <br />00 <br />Go <br />CL <br />0 <br />0 <br />1 <br />Q <br />U 00 <br />p4 M <br />M <br />cV <br />a <br />(M -B) <br />SUBDMSION BOUNDARY LINE <br />(M -M) <br />RIGHT -OF -WAY LINE <br />- <br />EXISTING RIGHT -OF -WAY LINE <br />(T) <br />LOT LINE <br />- <br />CENTERLINE <br />- - - - <br />- EASEMENT LINE <br />00 <br />SET STANDARD CITY MONUMENT, R.C.E. 21764 <br />Q <br />FOUND STANDARD CITY MONUMENT PER (2) <br />❑ <br />EXISTING EBMUD BRASS DISK <br />z <br />00 <br />Go <br />CL <br />0 <br />0 <br />1 <br />Q <br />U 00 <br />p4 M <br />M <br />cV <br />a <br />(M -B) <br />MONUMENT TO BOUNDARY <br />(M -M) <br />MONUMENT TO MONUMENT <br />(R) <br />RADIAL <br />(T) <br />TOTAL <br />( ) <br />RECORD DATA <br />SNF <br />SEARCHED FOR NOTHING FOUND <br />173 <br />CONTRA COSTA COUNTY FLOOD CONTROL <br />CCCFC &WCD <br />AND WATER CONSERVATION DISTRICT <br />P.U.E. <br />PUBLIC UTILITY EASEMENT <br />ESMT <br />EASEMENT <br />0 <br />105.23' <br />DENOTES RELINQUISHMENT <br />L_L _LLL <br />OF ABUTTERS RIGHTS <br />N 32 "E 201.42' <br />Ot'18' <br />28.00' 28.00' <br />RADIUS I <br />145.42' <br />a <br />z <br />� <br />1 � <br />a w <br />cp <br />0 M, <br />Z-1 <br />PREWETT RANCH PHASE 1 FILED IN BOOK <br />173 <br />0 � Z <br />Go o <br />13,088 SF <br />R <br />oo. <br />10,886 SF °' <br />I <br />M <br />0 <br />105.23' <br />"E 145.42 ' <br />30.00' <br />°) <br />N0118'32 <br />' 0)) <br />z <br />co <br />I <br />Z <br />CD <br />I� <br />N <br />V <br />m <br />3 <br />m n <br />00 ¢i <br />n T <br />O <br />z <br />Z <br />JOB NO. 201218 <br />N09'0 41 E S <br />1 "E 99.9 G^ g I 1 <br />I `O <br />I <br />APN 018 - 120 -014 <br />BASIS OF BEARINGS <br />THE BASIS OF BEARINGS FOR THIS MAP IS DETERMINED BY <br />FOUND MONUMENTS SHOWN HEREON; THE BEARING BEING <br />NORTH 89 °23'10" WEST BETWEEN STATION NO. 2011 AND <br />STATION NO. 2052 PER RECORD OF SURVEY NO. 2496 (118 <br />LSM 40). THE BEARINGS SHOWN ARE ON THE CALIFORNIA <br />COORDINATE SYSTEM ZONE III (NAD 83, EPOCH 1997.30). <br />MULTIPLY DISTANCES AS SHOWN BY 0.99993544 TO OBTAIN <br />GRID DISTANCES. <br />SEE SHEET 3 <br />PARCEL 'A' <br />23.38 AC. <br />N06'00'24 °E 375.61'(T) 9013' <br />90.13' <br />z <br />m <br />0 <br />cn <br />159 160 <br />12,271 SF w 12,699 SF <br />w <br />N <br />-- 90.00= --f- -- 90.00= - <br />N09'01'41 "E 308.98'(T) <br />_ N09 *01'41 "E 355.62'(M -M) - - <br />307.62' <br />RUTLAND COURT <br />N09'01'41 "E 307.62'(T) <br />90.00'- - -I- - - 90.00' - <br />Z <br />co <br />N <br />168 3 <br />10,870 SF O7 <br />N 00 <br />o � <br />o <br />O) z <br />Z <br />1 <br />SUBDIVISION 9327 <br />RADIUS I <br />ZIP <br />CO IW <br />a <br />"PRG ►7ri 1 1 RtiL rCR Vl rl l J <br />� <br />A RESUBDIVISION OF PARCEL 'E' AS SHOWN <br />a w <br />cp <br />N <br />PREWETT RANCH PHASE 1 FILED IN BOOK <br />172 <br />m <br />20.00' <br />COUNTY RECORDS <br />Lo <br />CITY OF BRENTWOOD <br />10,886 SF °' <br />158 3 <br />12,300 SF ' <br />ISAKSON & ASSOCIATES INC <br />30.00' <br />03 <br />00 <br />o <br />2255 YGNACIO VALLEY ROAD SU17E 'C' <br />z <br />co <br />I <br />SF 00 <br />- <br />I <br />h <br />� O <br />40 0 20 40 80 <br />o <br />o <br />"E 127.75' <br />�y <br />C-) N <br />w I <br />9B' <br />Z <br />NOt 18'32 <br />06'28'27" <br />�E L11 I <br />C10 <br />278.00' <br />$02.5530 "W�R)i <br />54.46' <br />m Ln <br />278.00' <br />06'41'16" <br />32.45' <br />f <br />50.00' <br />71.35'- - <br />17.64' <br />C13 <br />� O) <br />1 <br />Im <br />50.28' <br />C14 <br />I <br />01'36'58" <br />0 <br />C15 <br />171 <br />07'43'09" <br />0 46.65' <br />I� <br />500.00' <br />04'01'39" <br />35.15' <br />C17 <br />48.00' <br />I N <br />32.22' <br />12,868 SF <br />222.00' <br />rl 4'51'36" <br />57.58' <br />0D <br />962.00' <br />01'30'41" <br />n <br />z <br />OD <br />N <br />_ O O <br />`r (A I c � <br />70.00'- - <br />M <br />�2 m 28.00' <br />N09'01'41 "E 120.00' <br />� <br />3 <br />ED <br />� <br />3 <br />170 <br />100 <br />00 I <br />169 <br />11,397 SF <br />P <br />o <br />z <br />v <br />to <br />o- o <br />i <br />10,435 SF <br />I <br />OD <br />z <br />N09'0 41 E S <br />1 "E 99.9 G^ g I 1 <br />I `O <br />I <br />APN 018 - 120 -014 <br />BASIS OF BEARINGS <br />THE BASIS OF BEARINGS FOR THIS MAP IS DETERMINED BY <br />FOUND MONUMENTS SHOWN HEREON; THE BEARING BEING <br />NORTH 89 °23'10" WEST BETWEEN STATION NO. 2011 AND <br />STATION NO. 2052 PER RECORD OF SURVEY NO. 2496 (118 <br />LSM 40). THE BEARINGS SHOWN ARE ON THE CALIFORNIA <br />COORDINATE SYSTEM ZONE III (NAD 83, EPOCH 1997.30). <br />MULTIPLY DISTANCES AS SHOWN BY 0.99993544 TO OBTAIN <br />GRID DISTANCES. <br />SEE SHEET 3 <br />PARCEL 'A' <br />23.38 AC. <br />N06'00'24 °E 375.61'(T) 9013' <br />90.13' <br />z <br />m <br />0 <br />cn <br />159 160 <br />12,271 SF w 12,699 SF <br />w <br />N <br />-- 90.00= --f- -- 90.00= - <br />N09'01'41 "E 308.98'(T) <br />_ N09 *01'41 "E 355.62'(M -M) - - <br />307.62' <br />RUTLAND COURT <br />N09'01'41 "E 307.62'(T) <br />90.00'- - -I- - - 90.00' - <br />Z <br />co <br />N <br />168 3 <br />10,870 SF O7 <br />N 00 <br />o � <br />o <br />O) z <br />Z <br />1 <br />Z <br />co <br />0 <br />90.13' c' <br />a <br />162 163 <br />Z <br />co <br />V <br />o u° 12,706 SF 14,675 S <br />Ln co \ N <br />0D <br />161 , \� <br />CD <br />w 13,101 SF 1 N ccn �O� �� <br />� R=5O.pp•a 9p <br />cn <br />rn <br />1� <br />- - -57.62'- 0 <br />C18 �j <br />Np5,313 R 2,21 �8///' <br />O �Zg'1log, <br />17'5444 C6 <br />g1' <br />A� <br />R= 278.00'L�6' l� 1 12 iP v <br />�0� / <br />- - -57.62= Cll- / <br />lz �, <br />w <br />ul) <br />n <br />SUBDIVISION 9327 <br />RADIUS I <br />ZIP <br />CO IW <br />a <br />"PRG ►7ri 1 1 RtiL rCR Vl rl l J <br />� <br />A RESUBDIVISION OF PARCEL 'E' AS SHOWN <br />a w <br />ON THAT MAP OF SUBDIVISION 8954, <br />N <br />PREWETT RANCH PHASE 1 FILED IN BOOK <br />3 <br />505 OF MAPS AT PAGE 05, CONTRA COSTA <br />20.00' <br />COUNTY RECORDS <br />Lo <br />CITY OF BRENTWOOD <br />10,886 SF °' <br />CONTRA COSTA COUNTY, CALIFORNIA <br />1 <br />ISAKSON & ASSOCIATES INC <br />30.00' <br />CIVIL ENGINEERING & LAND SURVEYING <br />00 <br />o <br />2255 YGNACIO VALLEY ROAD SU17E 'C' <br />I W <br />IN <br />WALNUT CREEK, CALIFORNIA <br />- <br />MARCH 2013 SCALE.' 1"--40' <br />Z <br />40 0 20 40 80 <br />1 rn <br />(EVMT) <br />�y <br />N09'01'41 "E 90.00' = 1 LVCa = 40 FT <br />9B' <br />(?Z <br />L <br />222.00' <br />06'28'27" <br />Z <br />co <br />0 <br />90.13' c' <br />a <br />162 163 <br />Z <br />co <br />V <br />o u° 12,706 SF 14,675 S <br />Ln co \ N <br />0D <br />161 , \� <br />CD <br />w 13,101 SF 1 N ccn �O� �� <br />� R=5O.pp•a 9p <br />cn <br />rn <br />1� <br />- - -57.62'- 0 <br />C18 �j <br />Np5,313 R 2,21 �8///' <br />O �Zg'1log, <br />17'5444 C6 <br />g1' <br />A� <br />R= 278.00'L�6' l� 1 12 iP v <br />�0� / <br />- - -57.62= Cll- / <br />lz �, <br />w <br />ul) <br />n <br />166 <br />RADIUS I <br />ZIP <br />CO IW <br />LENGTH <br />Cl <br />167 <br />11,269 SF <br />31.42' <br />O C7i <br />c 1I <br />N <br />03'41'30" <br />3 <br />C3 <br />20.00' <br />0 <br />Lo <br />C4 <br />10,886 SF °' <br />85'58'21" <br />1 <br />165 <br />30.00' <br />51'13'55" <br />00 <br />o <br /><<v�i' <br />I W <br />IN <br />� 13,139 SF <br />- <br />/ <br />Z <br />a`y/ <br />1 rn <br />N <br />a <br />,W / <br />L= 43.92' <br />2' 5.27" L= 90.36' <br />=04'S 1 A <br />R= 1038.00',e, =1 <br />A <br />L10 <br />r <br />V <br />ye/ <br />164 <br />16,638 SF <br />00 <br />z �/ <br />Z N / <br />m/ <br />to l <br />7.41' <br />2 4" / <br />=272.53' 4�6 85' <br />N09'02'51 °E 254.08'(M -M) \ ?/ <br />- _ N76'3= 261.80') <br />ADAMS LANE - <br />IN <br />W� <br />d <br />W <br />C?� <br />CURVE TABLE <br />NO. <br />RADIUS I <br />DELTA <br />LENGTH <br />Cl <br />20.00' <br />90'01'10" <br />31.42' <br />C2 <br />528.00' <br />03'41'30" <br />34.02' <br />C3 <br />20.00' <br />90'00'00" <br />31.42' <br />C4 <br />20.00' <br />85'58'21" <br />30.01' <br />C5 <br />30.00' <br />51'13'55" <br />26.82' <br />C6 <br />30.00' <br />38'07'50" <br />19.97' <br />C7 <br />472.00' <br />07'43'09" <br />63.59' <br />C8 <br />222.00' <br />08'23'09" <br />32.49' <br />C9 <br />222.00' <br />06'28'27" <br />25.09' <br />C10 <br />278.00' <br />11'13'28" <br />54.46' <br />C11 <br />278.00' <br />06'41'16" <br />32.45' <br />C12 <br />50.00' <br />20'13'06" <br />17.64' <br />C13 <br />472.00' <br />06'06'11" <br />50.28' <br />C14 <br />472.00' <br />01'36'58" <br />13.31' <br />C15 <br />500.00' <br />07'43'09" <br />67.36' <br />C16 <br />500.00' <br />04'01'39" <br />35.15' <br />C17 <br />500.00' <br />03'41'30" <br />32.22' <br />C18 <br />222.00' <br />rl 4'51'36" <br />57.58' <br />C19 <br />962.00' <br />01'30'41" <br />1 25.38' <br />LINE TABLE <br />NO. <br />BEARING <br />LENGTH <br />L1 <br />N09'02'51 "E <br />16.10' <br />L2 <br />N36'06'57 'W <br />3.83' <br />L3 <br />N09'02'51 'E <br />11.39' <br />L4 <br />N53- 53'03 "E <br />3.85' <br />L5 <br />N54'02'1 6 "E <br />35.12' <br />L6 <br />N80'58'19 'W <br />4.80' <br />L7 <br />N80'58'1 9"W <br />9.51' <br />L8 <br />N35'09'07 "W <br />35.59' <br />L9 <br />N09'02'51 "E <br />5.51' <br />L10 <br />N09'01'41 "E <br />40.00' <br />Ll 11 <br />N05'00'02 "E <br />28.00' <br />SHEET 4 OF 4 <br />N <br />N <br />V / <br />