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Ftivc�,k <br />• <br />PARCEL K <br />REDHAWK CT. <br />to <br />0 <br />to <br />00 <br />D3 <br />�v <br />�m3 <br />w <br />W <br />G <br />.,r <br />�.rrl <br />a 3 <br />0 <br />2 <br />0 <br />-4-0 <br />c <br />0 <br />2 <br />• <br />4ft <br />LO <br />oo 100 <br />w <br />ul) <br />!N <br />VOW* <br />N <br />W) <br />V~ <br />Z <br />7 L2. <br />I � J <br />Q. <br />L4 <br />0 <br />ft N68*34126"W <br />36.67' <br />N68*34'25"W <br />36.671 <br />36.67' <br />N6634025"W. <br />2' PUE <br />f+ (1YP} <br />[0 ' O <br />SEE SHEET 6 <br />1 8 <br />N6634126'W N68034"26'W <br />. 31-84* <br />FL 39.83' <br />1 18,34%_4 1 13.50' <br />S I I oF 1 <br />\ � � IoW I a <br />to <br />.j <br />L4 <br />L2 <br />CD 4 <br />0 <br />V, to 2504± SQ FT <br />W 42.50' <br />cr) I- I <br />to Z Z <br />C%4 < <br />18.341 13.50' <br />w <br />"*0 N6Er34'25 <br />L W <br />to 01 <br />0 q 1 31.84' N68*34"25"W <br />C14 1* <br />LO I <br />c%l c 3 0. <br />z 1 2677± SO FT <br />I LO <br />1 5' PSDE <br />77.00* <br />�I <br />z <br />w <br />2 <br />w <br />ui <br />z1a: uilw <br />J 0 00 <br />1 CL to <br />`�' i 0 °' <br />m <br />< <br />w <br />zu 00 <br />00 0. <br />0 <br />00 X <br />VMPO z <br />LO <br />0 <br />C, <br />0 <br />cq <br />Ito 30.57 N 68*34"25" W 119.500 (T) <br />2690 SO FT rvn) LJ <br />ft I'm <br />.06 AC LO 110, 1 1 <br />N UJ <br />w w "*0 LO <br />i <br />'00 <br />E 0 :D 2 <br />to z q 0 <br />el C�3-j �0 C14 �0 0 N <br />LO 0 rn 0 4703± SO FT <br />0 0 3: lr� ro V.: z <br />Zi z N21'*25'36'E <br />4.670 <br />30.67 <br />N68*3425!'W 42-17" <br />88 z <br />N 66 34126' W 77-33" w 0 <br />w z 0�*w <br />00 ajo 0 <br />max° <br />0 a. <br />LO LO <br />0 <br />0 <br />yn z <br />< W w <br />4439± SO FT Z <br />z j <br />W w w <br />0. <br />W 0 <br />N 68*34"25 W 119,50' . (n <br />30.00 f 30-00 119.50" PARCEL P <br />aw. m doom dm w 410sw sommom"Imum *Me" <br />.0/ 1 <br />• 51.02' 0 1 \1, . **� N 6649'16' W 198.44* (T) ....' • f <br />W I zo 147.42$ <br />U-) <br />I c� PCL 2 <br />in (17 S PM 40) <br />co wi c� <br />'to <br />to 0 <br />. 0 z <br />z u") N 68*49"l 6' W 220.42*1 <br />vft� w <br />LO'-ftu-) <br />N PA&PUE vo� I to c <br />Zi co c <br />2002-0435164 C14 a <br />r FO <br />IFO SUBDIVISION 8637 * 0 <br />cq <br />z <br />L <br />N 6949'16' W 271.44' <br />� I <br />AT - <br />C� w <br />Z <br />m <br />LL. <br />0 <br />W <br />V) <br />m <br />z <br />w <br />z <br />0 <br />�- Q <br />z <br />w <br />:x <br />D <br />z <br />0 <br />2 <br />� <br />w <br />1r) <br />met <br />zi cn <br />:z <br />I i <br />imm <br />%ftwool I <br />V-1 <br />�9 = <br />Y.. =X45,824.33 <br />X 11471,170-34 <br />=Aqzl 0 <br />10 <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*2533' 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 />N ATE <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 CURBS AT <br />LOT LINE PROLONGATIONS. <br />4. 2" x2" 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 BE MAINTAINED BY THE <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & RS. <br />6. ALL .STREETS SHOWN HEREIN (PARCELS B THROUGH N. <br />A STREET AND 8 STREET) ARE PUE AND EVA. <br />COURSE TABLE <br />EU <br />BEARING <br />6 <br />L6 <br />N21"25"35E <br />5.00' <br />L2 <br />2 1* 37:k SO FT <br />13-83, <br />L3 <br />N68!34*2!5rW <br />1.331 <br />L4 <br />N6634126"1 <br />4.33" <br />C14 <br />N21'25 "35" E <br />4,00' <br />29.50$ <br />ICI 6934*250 iii <br />5#660 <br />N68*34'26'W <br />LJ <br />L <br />53.33" <br />to <br />10' PSDE <br />(n cy. <br />n <br />LO <br />1 (n <br />L6 <br />C-4 <br />F0 Q- <br />5 <br />L <br />ft <br />to <br />.j <br />L4 <br />L2 <br />CD 4 <br />0 <br />V, to 2504± SQ FT <br />W 42.50' <br />cr) I- I <br />to Z Z <br />C%4 < <br />18.341 13.50' <br />w <br />"*0 N6Er34'25 <br />L W <br />to 01 <br />0 q 1 31.84' N68*34"25"W <br />C14 1* <br />LO I <br />c%l c 3 0. <br />z 1 2677± SO FT <br />I LO <br />1 5' PSDE <br />77.00* <br />�I <br />z <br />w <br />2 <br />w <br />ui <br />z1a: uilw <br />J 0 00 <br />1 CL to <br />`�' i 0 °' <br />m <br />< <br />w <br />zu 00 <br />00 0. <br />0 <br />00 X <br />VMPO z <br />LO <br />0 <br />C, <br />0 <br />cq <br />Ito 30.57 N 68*34"25" W 119.500 (T) <br />2690 SO FT rvn) LJ <br />ft I'm <br />.06 AC LO 110, 1 1 <br />N UJ <br />w w "*0 LO <br />i <br />'00 <br />E 0 :D 2 <br />to z q 0 <br />el C�3-j �0 C14 �0 0 N <br />LO 0 rn 0 4703± SO FT <br />0 0 3: lr� ro V.: z <br />Zi z N21'*25'36'E <br />4.670 <br />30.67 <br />N68*3425!'W 42-17" <br />88 z <br />N 66 34126' W 77-33" w 0 <br />w z 0�*w <br />00 ajo 0 <br />max° <br />0 a. <br />LO LO <br />0 <br />0 <br />yn z <br />< W w <br />4439± SO FT Z <br />z j <br />W w w <br />0. <br />W 0 <br />N 68*34"25 W 119,50' . (n <br />30.00 f 30-00 119.50" PARCEL P <br />aw. m doom dm w 410sw sommom"Imum *Me" <br />.0/ 1 <br />• 51.02' 0 1 \1, . **� N 6649'16' W 198.44* (T) ....' • f <br />W I zo 147.42$ <br />U-) <br />I c� PCL 2 <br />in (17 S PM 40) <br />co wi c� <br />'to <br />to 0 <br />. 0 z <br />z u") N 68*49"l 6' W 220.42*1 <br />vft� w <br />LO'-ftu-) <br />N PA&PUE vo� I to c <br />Zi co c <br />2002-0435164 C14 a <br />r FO <br />IFO SUBDIVISION 8637 * 0 <br />cq <br />z <br />L <br />N 6949'16' W 271.44' <br />� I <br />AT - <br />C� w <br />Z <br />m <br />LL. <br />0 <br />W <br />V) <br />m <br />z <br />w <br />z <br />0 <br />�- Q <br />z <br />w <br />:x <br />D <br />z <br />0 <br />2 <br />� <br />w <br />1r) <br />met <br />zi cn <br />:z <br />I i <br />imm <br />%ftwool I <br />V-1 <br />�9 = <br />Y.. =X45,824.33 <br />X 11471,170-34 <br />=Aqzl 0 <br />10 <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*2533' 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 />N ATE <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 CURBS AT <br />LOT LINE PROLONGATIONS. <br />4. 2" x2" 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 BE MAINTAINED BY THE <br />HOMEOWNERS ASSOCIATION SUBJECT TO PROVISIONS <br />OF THE C C & RS. <br />6. ALL .STREETS SHOWN HEREIN (PARCELS B THROUGH N. <br />A STREET AND 8 STREET) ARE PUE AND EVA. <br />COURSE TABLE <br />COURSE <br />BEARING <br />LENGTH <br />Ll <br />N21"25"35E <br />5.00' <br />L2 <br />N21*25'35"E <br />13-83, <br />L3 <br />N68!34*2!5rW <br />1.331 <br />L4 <br />N6634126"1 <br />4.33" <br />L5 <br />N21'25 "35" E <br />4,00' <br />L6 <br />ICI 6934*250 iii <br />5#660 <br />CURVE TABLE <br />................ <br />9000000d <br />GRAPHIC SCALE <br />20 0 20 40 <br />IN FEET <br />I inch - 20 ft. <br />1 T T <br />JB1l.UH V llOi7v 6 7 <br />THJ� F WAZY%"-Wl <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 17s 1999 <br />DOC. 2002-0435163-00 <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE OF CALIFORNIA <br />Is <br />MAY 2003 SCALE. 1 20 t <br />C"TU 0 2003 <br />s TV CSW/STUBER—STROEH <br />[Stl2 ENGINEERING GROUP, INC. <br />CONSULTING ENGINEERS <br />790 DeLong Ave., Novato, CA. 94945 <br />(415) 892-4763 FAX (415) 892-4502 <br />SHEET 5 OF 14 <br />1 42195\DWG\FM5.DWG <br />/ L`�j _ ��� XREF: FM.DWG <br />B 1581.4 <br />