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ir <br />R <br />M <br />W <br />Z <br />(n <br />W <br />W <br />V) <br />SEE SHEET 8 <br />wlffilsm � <br />�4% <br />00 <br />0 <br />Ld <br />�0) <br />;4 <br />z <br />w <br />1 0) �a Y <br />C) A ? <br />354 <br />1 <br />0 Zt . <br />A <br />'0, <br />OX <br />31.08 <br />3n <br />PAL 3 <br />Iv75 7'82 --�� <br />PL 4 <br />(18-1 pm 28--iss) 5 <br />50' PA &PUE <br />2002-0435165 <br />IFO SUVDIVISION 8637 <br />N 88' 15'54' W 127.95' <br />.50,95' 7 <br />77.00' <br />5' PSDE <br />t <br />19 <br />3 V <br />w 2 <br />2658± SQ FT <br />SQ FT t <br />n a <br />a. <br />� 0 <br />t% <br />LO <br />` * 3! , <br />, <br />,- � <br />04 3 <br />31,84' �-` <br />39.83'..._1 <br />1 18-341 1 <br />1 13.50' 1 <br />r L <br />L3 � <br />� <br />10' PSDE I <br />to z <br />zw <br />.. _...... _._ .�. . <br />..�. L . <br />.> 4 D <br />1� 1 <br />18 <br />1 2137± SQ FT <br />N88' 34'25" C <br />,, w <br />C t 1 <br />1 <br />42.31' w <br />w ; * <br />* 1 <br />1 1 <br />188'34'25" III - <br />--. 1 <br />1 N88'34'25" ' 1 <br />38.39'' u <br />u 5 <br />53.33' <br />L�� <br />N � <br />� N <br />. x L- w <br />ao �n d- z Ito o <br />Q CO �N � E^_ � J L4�'� I� N W I � <br />,�7 2 �- D 3 � o0 00 � � L3 I Z I ft <br />� m y r►� z o �n � 18.34' (13.50' `� 0 0 __j <br />I � i-" � � � � r° N I <br />L � � N68'34'25 "W � r 39.83' � <br />-1 c`o z `�' I CD 1 6 °v ( 31.84' N68'34'25 "W <br />f � � f � 2505f SQ FT W � <br />�. � W �� � � � M-. �� 15 <br />0I to <br />--- - - - - -- I N I' to ifs � N 0 , Z$%%f SQ FT <br />VIM* N N <br />N O <br />PARCEL I Z � Z z 2' PUE � s�'?S° -E <br />1 r— 42.50 77.00 <br />— — .� � N 68'34'25" W ( 119.50' (T) <br />INVERNESS ( � 13 � � 4 <br />CTO <br />COURSE TABLE <br />COURSE BEARING LENGTH <br />L1 N21'25'35 "E 5,00' <br />L2 N21'25'35 "E 13,83' <br />L3 188`34'25 "W 1.33' <br />L4 188'34'25 4.33' <br />L5 N21 °25'35" E 4.00' <br />L8 N6634125' 5.85' <br />SEE SHEET 6 <br />CURVE TABLE <br />COURSE RADIUS DELTA LENGTH <br />Cl 4,00' 90600100" 8,28' <br />C2 1.50' 90000'00`, 2.38' <br />C3 80,00' 730'40" 3.51' <br />C4 80.00' 9'2343" 13,12' <br />C5 80.00' 9'044' 10" 13.59' <br />C8 50.00' 19' 1529" 1 5.82' <br />C7 20.00' 90000'07" 31.42' <br />I � <br />f y I <br />N a68'15'54 "i W <br />o � <br />Lu <br />uj <br />I <br />I (n <br />to Qito � � n1 <br />cv° k (o <br />U. <br />Too* <br />00 N <br />f to 10 � C9 m <br />°M I j a <br />LO <br />O � <br />M <br />MINI �o � s <br />Z1 <br />z cc b� <br />ir <br />E � o °O c <br />acnw <br />cNnwW zj <br />Win. � <br />(/) - <br />Q <br />64%w j <br />I � 1 <br />m <br />0 <br />t!? <br />w <br />z <br />w <br />2 <br />D <br />z <br />0 <br />0 <br />z <br />w <br />z <br />04 <br />L <br />w� <br />LO <br />N <br />z <br />15A51.5 F 15 JEAR I U <br />e <br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. <br />LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE <br />OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN <br />FOUND MONUMENTS AS SHOWN ON THE MAP OF <br />SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES <br />25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA <br />COORDINATE SYSTEM ZONE 3. <br />NTH', <br />1, ALL DIMENSIONS ARE IN FEET AND DECIMALS <br />THEREOF, DISTANCES ARE GROUND DISTANCES. <br />2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF <br />THE AREA SUBDIVIDED BY THIS MAP. <br />3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE <br />LINES DEFINED BY CROSSES ON TOP OF CURDS AT <br />LOT LINE PROLONGATIONS. <br />4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT <br />REAR LOT CORNERS. <br />5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE <br />AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & R'S. <br />5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, <br />A STREET AND B STREET). ARE PUE AND EVA. <br />-0 = <br />Y = - 1 8 .3 <br />X = i,471.170.34 <br />GRAPHIC SCALE <br />zo o :a <br />IN FEET ) <br />1 inch = 20 ft. <br />RAJ ISY B HVHS'll-lom � <br />Tamulm'" <br />1�"il'VJJ6 '00 <br />BEING A SUBDIVISION OF <br />PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />MS 752 -98 RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17, 1999 <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA <br />MAY 2003 SCALE: 1" = 20' <br />C S ITITT 0 zooa CSW /STUBER— STROEH <br />St 2 ENGINEERING GROUP, INC. <br />J CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(ais) 892-4763 FAX (415) asz -asoz <br />SHEET 7 OF 74 <br />\ 142195 \DWG \FM7.OWG <br />Sze � XREF: FM.OWG <br />81587.4 <br />CTO <br />COURSE TABLE <br />COURSE BEARING LENGTH <br />L1 N21'25'35 "E 5,00' <br />L2 N21'25'35 "E 13,83' <br />L3 188`34'25 "W 1.33' <br />L4 188'34'25 4.33' <br />L5 N21 °25'35" E 4.00' <br />L8 N6634125' 5.85' <br />SEE SHEET 6 <br />CURVE TABLE <br />COURSE RADIUS DELTA LENGTH <br />Cl 4,00' 90600100" 8,28' <br />C2 1.50' 90000'00`, 2.38' <br />C3 80,00' 730'40" 3.51' <br />C4 80.00' 9'2343" 13,12' <br />C5 80.00' 9'044' 10" 13.59' <br />C8 50.00' 19' 1529" 1 5.82' <br />C7 20.00' 90000'07" 31.42' <br />I � <br />f y I <br />N a68'15'54 "i W <br />o � <br />Lu <br />uj <br />I <br />I (n <br />to Qito � � n1 <br />cv° k (o <br />U. <br />Too* <br />00 N <br />f to 10 � C9 m <br />°M I j a <br />LO <br />O � <br />M <br />MINI �o � s <br />Z1 <br />z cc b� <br />ir <br />E � o °O c <br />acnw <br />cNnwW zj <br />Win. � <br />(/) - <br />Q <br />64%w j <br />I � 1 <br />m <br />0 <br />t!? <br />w <br />z <br />w <br />2 <br />D <br />z <br />0 <br />0 <br />z <br />w <br />z <br />04 <br />L <br />w� <br />LO <br />N <br />z <br />15A51.5 F 15 JEAR I U <br />e <br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. <br />LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE <br />OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN <br />FOUND MONUMENTS AS SHOWN ON THE MAP OF <br />SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES <br />25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA <br />COORDINATE SYSTEM ZONE 3. <br />NTH', <br />1, ALL DIMENSIONS ARE IN FEET AND DECIMALS <br />THEREOF, DISTANCES ARE GROUND DISTANCES. <br />2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF <br />THE AREA SUBDIVIDED BY THIS MAP. <br />3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE <br />LINES DEFINED BY CROSSES ON TOP OF CURDS AT <br />LOT LINE PROLONGATIONS. <br />4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT <br />REAR LOT CORNERS. <br />5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE <br />AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & R'S. <br />5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, <br />A STREET AND B STREET). ARE PUE AND EVA. <br />-0 = <br />Y = - 1 8 .3 <br />X = i,471.170.34 <br />GRAPHIC SCALE <br />zo o :a <br />IN FEET ) <br />1 inch = 20 ft. <br />RAJ ISY B HVHS'll-lom � <br />Tamulm'" <br />1�"il'VJJ6 '00 <br />BEING A SUBDIVISION OF <br />PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />MS 752 -98 RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17, 1999 <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA <br />MAY 2003 SCALE: 1" = 20' <br />C S ITITT 0 zooa CSW /STUBER— STROEH <br />St 2 ENGINEERING GROUP, INC. <br />J CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(ais) 892-4763 FAX (415) asz -asoz <br />SHEET 7 OF 74 <br />\ 142195 \DWG \FM7.OWG <br />Sze � XREF: FM.OWG <br />81587.4 <br />SEE SHEET 6 <br />CURVE TABLE <br />COURSE RADIUS DELTA LENGTH <br />Cl 4,00' 90600100" 8,28' <br />C2 1.50' 90000'00`, 2.38' <br />C3 80,00' 730'40" 3.51' <br />C4 80.00' 9'2343" 13,12' <br />C5 80.00' 9'044' 10" 13.59' <br />C8 50.00' 19' 1529" 1 5.82' <br />C7 20.00' 90000'07" 31.42' <br />I � <br />f y I <br />N a68'15'54 "i W <br />o � <br />Lu <br />uj <br />I <br />I (n <br />to Qito � � n1 <br />cv° k (o <br />U. <br />Too* <br />00 N <br />f to 10 � C9 m <br />°M I j a <br />LO <br />O � <br />M <br />MINI �o � s <br />Z1 <br />z cc b� <br />ir <br />E � o °O c <br />acnw <br />cNnwW zj <br />Win. � <br />(/) - <br />Q <br />64%w j <br />I � 1 <br />m <br />0 <br />t!? <br />w <br />z <br />w <br />2 <br />D <br />z <br />0 <br />0 <br />z <br />w <br />z <br />04 <br />L <br />w� <br />LO <br />N <br />z <br />15A51.5 F 15 JEAR I U <br />e <br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. <br />LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE <br />OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN <br />FOUND MONUMENTS AS SHOWN ON THE MAP OF <br />SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES <br />25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA <br />COORDINATE SYSTEM ZONE 3. <br />NTH', <br />1, ALL DIMENSIONS ARE IN FEET AND DECIMALS <br />THEREOF, DISTANCES ARE GROUND DISTANCES. <br />2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF <br />THE AREA SUBDIVIDED BY THIS MAP. <br />3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE <br />LINES DEFINED BY CROSSES ON TOP OF CURDS AT <br />LOT LINE PROLONGATIONS. <br />4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT <br />REAR LOT CORNERS. <br />5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE <br />AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & R'S. <br />5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, <br />A STREET AND B STREET). ARE PUE AND EVA. <br />-0 = <br />Y = - 1 8 .3 <br />X = i,471.170.34 <br />GRAPHIC SCALE <br />zo o :a <br />IN FEET ) <br />1 inch = 20 ft. <br />RAJ ISY B HVHS'll-lom � <br />Tamulm'" <br />1�"il'VJJ6 '00 <br />BEING A SUBDIVISION OF <br />PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />MS 752 -98 RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17, 1999 <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA <br />MAY 2003 SCALE: 1" = 20' <br />C S ITITT 0 zooa CSW /STUBER— STROEH <br />St 2 ENGINEERING GROUP, INC. <br />J CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(ais) 892-4763 FAX (415) asz -asoz <br />SHEET 7 OF 74 <br />\ 142195 \DWG \FM7.OWG <br />Sze � XREF: FM.OWG <br />81587.4 <br />I � <br />f y I <br />N a68'15'54 "i W <br />o � <br />Lu <br />uj <br />I <br />I (n <br />to Qito � � n1 <br />cv° k (o <br />U. <br />Too* <br />00 N <br />f to 10 � C9 m <br />°M I j a <br />LO <br />O � <br />M <br />MINI �o � s <br />Z1 <br />z cc b� <br />ir <br />E � o °O c <br />acnw <br />cNnwW zj <br />Win. � <br />(/) - <br />Q <br />64%w j <br />I � 1 <br />m <br />0 <br />t!? <br />w <br />z <br />w <br />2 <br />D <br />z <br />0 <br />0 <br />z <br />w <br />z <br />04 <br />L <br />w� <br />LO <br />N <br />z <br />15A51.5 F 15 JEAR I U <br />e <br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT. <br />LINE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE <br />OF PAVEMENT TAKEN AS N 21'25'33'' E 1271.33' BETWEEN <br />FOUND MONUMENTS AS SHOWN ON THE MAP OF <br />SUBDIVISION 7970 RECORDED IN BOOK 391 OF MAPS AT PAGES <br />25 --34, CONTRA COSTA COUNTY RECORDS, CALIFORNIA <br />COORDINATE SYSTEM ZONE 3. <br />NTH', <br />1, ALL DIMENSIONS ARE IN FEET AND DECIMALS <br />THEREOF, DISTANCES ARE GROUND DISTANCES. <br />2. THE DISTINCTIVE BORDER INDICATES THE LIMITS OF <br />THE AREA SUBDIVIDED BY THIS MAP. <br />3, LOTS WITH STREET FRONTAGE SHALL HAVE SIDE <br />LINES DEFINED BY CROSSES ON TOP OF CURDS AT <br />LOT LINE PROLONGATIONS. <br />4, 27x27 HUBS TAGGED RCE 32110 SHALL BE SET AT <br />REAR LOT CORNERS. <br />5, PRIVATE STORM DRAIN LINES LOCATED WITHIN THE PSDE <br />AS SHOWN HEREIN SHALL. DE MAINTAINED BY THE <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & R'S. <br />5. ALL STREETS SHORN HEREIN (PARCELS D THROUGH N, <br />A STREET AND B STREET). ARE PUE AND EVA. <br />-0 = <br />Y = - 1 8 .3 <br />X = i,471.170.34 <br />GRAPHIC SCALE <br />zo o :a <br />IN FEET ) <br />1 inch = 20 ft. <br />RAJ ISY B HVHS'll-lom � <br />Tamulm'" <br />1�"il'VJJ6 '00 <br />BEING A SUBDIVISION OF <br />PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN ON <br />MS 752 -98 RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17, 1999 <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA <br />MAY 2003 SCALE: 1" = 20' <br />C S ITITT 0 zooa CSW /STUBER— STROEH <br />St 2 ENGINEERING GROUP, INC. <br />J CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(ais) 892-4763 FAX (415) asz -asoz <br />SHEET 7 OF 74 <br />\ 142195 \DWG \FM7.OWG <br />Sze � XREF: FM.OWG <br />81587.4 <br />