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Last modified
3/24/2015 11:32:37 PM
Creation date
10/22/2013 4:34:58 PM
Metadata
Fields
Template:
Records - Recorded Maps
Record Type
Subdivision Map
Recorded Maps Book
517
Recorded Maps Page
25
Permit
SD13-09337
APN
018 120 014
Date Recorded
8/14/2013
Subdivision Name
PREWETT RANCH #6
Road Vicinity
ADAMS LN
City
BRENTWOOD
Engineer-Surveyor
ISAKSON & ASSOCIATES INC.
Record Date
3/24/2015
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P.KS'.l <br />2 <br />219 <br />LRESWIF-TT SDIVISION a I <br />_� � o.N�q I <br />I�1 H UNIT <br />231 -27 I BIG - � <br />231 230 229 228 151 BASIN D <br />' <br />447'44'24 "E 150 TRIVE - <br />4 .I6 149 <br />N8o 81 .W 143 147 / <br />127-95, 146 <br />152 <br />163 <br />164 <br />YELLAND WAY 153 N 162 \ <br />206 207 <br />218 s <br />z � m 1.7 <br />z w 205 208 <br />( 217 <br />O <br />°z 204 209 <br />216 <br />N88'41'2 <br />NOVI <br />-W 411.00' <br />I <br />'32"E <br />7.67' <br />N88 41 28 W <br />1 06 <br />226 <br />N82'15'36'W <br />STATION 2052 <br />— <br />202 <br />211 <br />BANBURY WAY <br />\ <br />(118 LSM 40) <br />198 } <br />56.00' <br />212 <br />to 221 <br />222 <br />223 <br />224 <br />R.C.E. 21764 <br />FOUND IRON PIPE OR <br />225 <br />' <br />447'44'24 "E 150 TRIVE - <br />4 .I6 149 <br />N8o 81 .W 143 147 / <br />127-95, 146 <br />152 <br />163 <br />164 <br />YELLAND WAY 153 N 162 \ <br />206 207 <br />218 s <br />z � m 1.7 <br />z w 205 208 <br />( 217 <br />O <br />°z 204 209 <br />216 <br />194 1 193 1 192 1 191 <br />PARCEL'G'1l I I FER 11904 <br />( 165 1 112 <br />154 <br />u� $ <br />HET 4 <br />tV Z ;u <br />Q) <br />�j <br />166 o HAVASU PL <br />w 155 0 ZUOI Im <br />Z 1 60 O O <br />PARCEL'C' g o > �ZI T67 <br />0 156 <br />DD i 159IISI <br />w Wl� 1 68 SUBDIVISION 1 310 <br />T PR_WM RANCH UNIT <br />} 157 1 5a I W W <br />Q ) 169 BIZ 103 <br />� L3 NI S 104 <br />0 <br />0 0 FREMONT PEAK DR <br />LL <br />3 F MER ONT p <br />w WF \ K DR <br />176 175 174 X173 172 171 170 Q \ <br />h \ <br />z L4 L5 LB L7 102 V <br />HEET 5 T DO <br />177 178 179 180 181 182 183 1 101 a0 \�% �7 <br />I \�. I O) <br />J <br />M I \\ n Z <br />T <br />J w 100 <br />CLARKSBURG PLACE h I \ z a <br />N \) N <br />O \ Nil <br />190 189 188 187 186 185 184 Z I 99 \ <br />PGE EX ACCES EASEMEN \ <br />ASEMENT TO CCCFC & WCD PER <br />OR 853 2009 - 074$27 ,� \ <br />EBMUD BRASS DISK f N89'23'16 'W 1062.12' CCCFC & WCD (7725 OR 503) <br />STA. 2998 +02.92 <br />(1 TrLSM 4U) <br />N 2172159.12 EBMUD <br />E 6210855.60 <br />� _ _ _BASIS OF BEARINGS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />LF' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />THETA TAKEN HERE N89'23'10 'W 4268.51' (M- M)(1)(2) <br />z <br />JOB NO. 201311 <br />APN <br />4 <br />N <br />a <br />0 <br />u <br />SUBDIVISION 9337 <br />'PRE% IT' RANG'l� Ul�lll' 6' <br />p PORTI0IJOF <br />A RESUBDIOSION OFI PARCEL SHOWN <br />ON THAT MAP OF SUBDIVISION 8954, <br />PREWETT RANCH PHASE 1 FILED IN BOOK <br />505 OF MAPS AT PAGE 05, CONTRA COSTA <br />COUNTY RECORDS <br />CITY OF BRENTWOOD <br />CONTRA COSTA COUNTY, CALIFORNIA <br />ISAKSON k ASSOCIATES INC <br />CIVIL ENGINEERING & LAND SURVEWNG <br />2255 YGNAGO VALLEY ROAD SU17E 'C' <br />WALNUT CREEK, CALIFORNIA <br />JULY 2013 SCALE: 1`100' <br />100 0 50 100 200 <br />I(A 10J <br />�vca = =too rr. <br />LINE TABLE <br />N0. BEARING LENGTH <br />L1 S09'01'4 <br />1 "W 90.00' <br />L2 S1516'38'E 98.75' <br />L3 N88'41'28'W 90.00' <br />L4 S88'41'28*E 90.00' <br />L5 N80- 18.57-E 91.68' <br />L6 S88-41.28-E 69.00' <br />L7 S80- 58 -19 "E 122.83' <br />L8 N80'57'09 "W 38.00' <br />I <br />203 <br />210 <br />215 <br />\ <br />STATION 2052 <br />— <br />202 <br />211 <br />BANBURY WAY <br />\ <br />(118 LSM 40) <br />198 } <br />201 <br />212 <br />488'41'28 "W Q <br />O <br />E 6215123.774 <br />15.00' <br />R.C.E. 21764 <br />FOUND IRON PIPE OR <br />REBAR AS NOTED <br />O <br />SET 112" REBAR WITH PLASTIC <br />Z <br />197 g <br />200 <br />213 <br />UU <br />} <br />MONUMENT TO MONUMENT <br />(R) <br />L,I O Cfl m <br />199 <br />214 <br />L, 196 <br />I <br />1` w <br />SSE <br />SANITARY SEWER EASEMENT <br />O <br />STORM DRAIN EASEMENT <br />PE <br />f 195 <br />°z <br />PUE <br />PUBLIC UTILITY EASEMENT <br />194 1 193 1 192 1 191 <br />PARCEL'G'1l I I FER 11904 <br />( 165 1 112 <br />154 <br />u� $ <br />HET 4 <br />tV Z ;u <br />Q) <br />�j <br />166 o HAVASU PL <br />w 155 0 ZUOI Im <br />Z 1 60 O O <br />PARCEL'C' g o > �ZI T67 <br />0 156 <br />DD i 159IISI <br />w Wl� 1 68 SUBDIVISION 1 310 <br />T PR_WM RANCH UNIT <br />} 157 1 5a I W W <br />Q ) 169 BIZ 103 <br />� L3 NI S 104 <br />0 <br />0 0 FREMONT PEAK DR <br />LL <br />3 F MER ONT p <br />w WF \ K DR <br />176 175 174 X173 172 171 170 Q \ <br />h \ <br />z L4 L5 LB L7 102 V <br />HEET 5 T DO <br />177 178 179 180 181 182 183 1 101 a0 \�% �7 <br />I \�. I O) <br />J <br />M I \\ n Z <br />T <br />J w 100 <br />CLARKSBURG PLACE h I \ z a <br />N \) N <br />O \ Nil <br />190 189 188 187 186 185 184 Z I 99 \ <br />PGE EX ACCES EASEMEN \ <br />ASEMENT TO CCCFC & WCD PER <br />OR 853 2009 - 074$27 ,� \ <br />EBMUD BRASS DISK f N89'23'16 'W 1062.12' CCCFC & WCD (7725 OR 503) <br />STA. 2998 +02.92 <br />(1 TrLSM 4U) <br />N 2172159.12 EBMUD <br />E 6210855.60 <br />� _ _ _BASIS OF BEARINGS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />LF' - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ <br />THETA TAKEN HERE N89'23'10 'W 4268.51' (M- M)(1)(2) <br />z <br />JOB NO. 201311 <br />APN <br />4 <br />N <br />a <br />0 <br />u <br />SUBDIVISION 9337 <br />'PRE% IT' RANG'l� Ul�lll' 6' <br />p PORTI0IJOF <br />A RESUBDIOSION OFI PARCEL SHOWN <br />ON THAT MAP OF SUBDIVISION 8954, <br />PREWETT RANCH PHASE 1 FILED IN BOOK <br />505 OF MAPS AT PAGE 05, CONTRA COSTA <br />COUNTY RECORDS <br />CITY OF BRENTWOOD <br />CONTRA COSTA COUNTY, CALIFORNIA <br />ISAKSON k ASSOCIATES INC <br />CIVIL ENGINEERING & LAND SURVEWNG <br />2255 YGNAGO VALLEY ROAD SU17E 'C' <br />WALNUT CREEK, CALIFORNIA <br />JULY 2013 SCALE: 1`100' <br />100 0 50 100 200 <br />I(A 10J <br />�vca = =too rr. <br />LINE TABLE <br />N0. BEARING LENGTH <br />L1 S09'01'4 <br />1 "W 90.00' <br />L2 S1516'38'E 98.75' <br />L3 N88'41'28'W 90.00' <br />L4 S88'41'28*E 90.00' <br />L5 N80- 18.57-E 91.68' <br />L6 S88-41.28-E 69.00' <br />L7 S80- 58 -19 "E 122.83' <br />L8 N80'57'09 "W 38.00' <br />I <br />— — ----------- _ <br />(1) RECORD OF SURVEY RS 2496 <br />I <br />\ <br />STATION 2052 <br />— <br />\ <br />EBMUD BRASS DISK <br />STA. 2954+83.58 <br />I <br />\ <br />(118 LSM 40) <br />— <br />} <br />N 2172113.3828 <br />I <br />1 <br />O <br />E 6215123.774 <br />LEGEND <br />BOOKIPAGE <br />(1) RECORD OF SURVEY RS 2496 <br />SUBDIVISION BOUNDARY LINE <br />(2) SUBDIVISION 8954 <br />RIGHT-OF-WAY LINE <br />— <br />EXISTING RIGHT -OF-WAY LINE <br />(4) SUBDIVISION 9327 <br />LOT LINE <br />CENTERLINE <br />— <br />MONUMENT LINE <br />Q <br />FOUND STANDARD CITY MONUMENT <br />O <br />SET STANDARD CRY MONUMENT, <br />R.C.E. 21764 <br />FOUND IRON PIPE OR <br />REBAR AS NOTED <br />O <br />SET 112" REBAR WITH PLASTIC <br />CAP, R.C.E 21764 <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 />SSE <br />SANITARY SEWER EASEMENT <br />SDE <br />STORM DRAIN EASEMENT <br />PE <br />POSTAL EASEMENT <br />PUE <br />PUBLIC UTILITY EASEMENT <br />SF <br />SQUARE FEET <br />DENOTES RELINQUISHMENT <br />L1�LL <br />OF ABUTTERS RIGHTS <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 />REFERENCES: <br />NO. REF. <br />BOOKIPAGE <br />(1) RECORD OF SURVEY RS 2496 <br />118 LSM 10 <br />(2) SUBDIVISION 8954 <br />505 M 05 <br />(3) SUBDIVISION 9304 <br />514 M 17 <br />(4) SUBDIVISION 9327 <br />516 M 19 <br />SHEET 3 OF 5 <br />Vi - X- <br />Pk- <br />N <br />2 <br />V / <br />
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