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9 <br />Ri <br />SEE SHEET 8 <br />N 6634#327 W 520.6431 (T) <br />-c� <br />0 C31 AV <br />0 <br />.73,85* <br />- /2h A <br />0 <br />?06 <br />N6634 32 W 547.830 (T) R <br />40 Ao <br />% <br />.9 <br />ox � � <br />WAVERLY DRIVE 01 0 <br />N 6834'32" W 560.83# (T)- <br />Cl V <br />77.00' 22.50 > <br />cp <br />J�l 0 <br />0. 71 5' PSDE Ln <br />CD <br />N 3073± SO FT <br />----------- <br />70 to -------------- # 01-IN <br />N6Er34'26'W N373711 Cr W 301, 30 cr- <br />9.69* CN 72 <br />3.20" 0 <br />3: <br />2637± SO FT <br />cr) 10 <br />IN68*34'25 W N68*34*2EN IZ <br />31.84* LO <br />39.83 0 <br />0 • <br />18-34" 1 *b (%- <br />4% uwj OP 2:111 <br />0 )JI I C-14 w <br />0 13.50$ 0 <br />cb V) L3 <br />Q. <br />to to <br />69 w L4 <br />LO to � U M <br />to I m <br />�. <br />73 L6 N 68!34 2ErW <br />* <br />2137± SO FT � � � .... ." <br />36.67" <br />10 PSDE <br />©Q <br />N6934t2EN 29.50' N68!3412ErW <br />53.33* 36.67" 30.001 <br />F 10 <br />4% "o) <br />to I w 0% V) 36.67 <br />clq a <br />to V) 10 <br />r- V) CS1 Lu to <br />Q- 0 <br />04 N6634*25W <br />z 6 <br />N N > <br />z to 74 0' Z <br />to <br />68 1 21 37± SCE FT <br />> L4 1-0 clq <br />2 PUE 04 N z <br />z L31 2" PUE w <br />LO 2to <br />00 <br />13.50" 18.34' to <br />L-- - . - 0 to <br />39,83" rZ. <br />N68*34`25 W to <br />I <br />cv <br />N6634`25 -W 31.84" 0 c I,Z <br />cr) q4- 75 to I <br />Lo <br />a- 2504± SO FT <br />10 <br />2677± SO FT 0 <br />4 100 <br />clq <br />cq 5" PSDE <br />-.3 C1.0 N6934"26*W 119.50$ (T), <br />77.00" 42050' <br />77 <br />14-1 <br />to <br />2677± SO FT I *u <br />LO <br />N68*34125"W N37*371 Cr W I N <br />3.20* 9.691 0 78 1 : ; <br />1 C-4 <br />z 0 2504± SCE FT 00 <br />0 n <br />$$w 1 01 • <br />N68*34'25 N6Er34'26'W 0 <br />LO to ft <br />31-84" to <br />cri 1 39.83 Lol <br />18-34" <br />13.5 0$ <br />N L3 <br />w 2' PUE j LO <br />to w L4- <br />LO 79 to <br />to L6 <br />2137± SO FT (b., LO ;D <br />04 n 04 (0 D <br />z 4 2 (:�v ft N68*34'25»W <br />(N 0-4 to <br />-10' PSDE CNI r%, m w V <br />1 0 <br />N6634$25rW 29-65 0 N6Er34"2!5*W <br />XL\ <br />53.33* 2690±, SO FT 36.67 <br />SUNCREST CT. <br />SEE SHEET 14 <br />\ \ads l \DA- A \CIVIL\ \ 1 4L 195 \dwg\ -'M l 3. DWG, 6/19/'2)00-,3 6:07:36 AM) is <br />e <br />N <br />16 <br />o <br />M <br />2 <br />to <br />to <br />Vol <br />to <br />cq <br />ot� <br />13 <br />to <br />w <br />3: <br />(n <br />w <br />w <br />cn <br />If <br />0 = <br />AT - Y 5451,824.33 _ <br />X lt471t170.34 <br />COURSE TABLE <br />COURSE <br />BEARING <br />LENGTH <br />Ll <br />N21*25`36111 <br />5.00' <br />L2 <br />N21 #25135r E <br />13.83* <br />L3 <br />N6Er34*25!'W <br />1.331 <br />L4 <br />146634126'W <br />4.33s <br />L5 <br />N21'25'35" E <br />4.00" <br />F' L6 <br />N6Er34#26'W <br />F5.661 <br />CURVE TABLE <br />COURSE <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />4.00* <br />qu000u* <br />6.28* <br />C2 <br />1.50" <br />gop000cr <br />2.36" <br />C6 <br />50,00' <br />19*16$29" <br />16,82' <br />C7 <br />20.00* <br />9900*0 <br />31.42 <br />0 <br />THE BASIS OF BEARING SHOWN HEREON IS THE MONUMENT <br />LANE OF SAN PABLO AVENUE ALONG THE WESTERLY EDGE <br />OF PAVEMENT TAKEN AS N 21*25133" E 1271.33$ 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 />NQTE:So <br />a <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 F RC, NTAGE' SHALL ' HAVE SIDE <br />LINES DEFINED BY CROSSES ON TOP OF CURBS AT <br />LOT LINE PROLONGATIONS. <br />4. Z xZ HUBS TAGGED RCE 3.2110 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 TH E C C & R'S. <br />6. ALL STREETS SHOWN HEREIN (PARCELS B THROUGH N, <br />A STREET AND B STREET) ARE PUE AND EVA. <br />I "-- lokfaill ull��WIWN I <br />_- <br />0 20 40 <br />(. . ... . .. . .... .. . .. . ... ... <br />IN FEET <br />I inch - 20 ft. <br />B Hlu\ylt3X(0N 00(63`67 <br />Zil�[IEIFAID��IAASY� <br />BEING. A SUBDIVISION, OF <br />PORTIONS OF PARCELS 2, 3 AND 4 AS SHOWN <br />MS 752-98, RECORDED IN BOOK 176 OF <br />PARCEL MAPS PAGE 40 ON MAY 17v 1999 <br />DOC. 2002-0435163-00 <br />CONTRA COSTA COUNTY RECORDS. <br />CITY OF RICHMOND <br />COUNTY OF CONTRA COSTA STATE. OF CALIFORNIA <br />MAY 2003 SCALE.- 1 = 20" <br />c0 2003' <br />S".. UTIT CSW/STUBER-STROEH <br />CSt] 2 ENGINEERING � GROUP, INC. <br />CONSULTING ENGINEERS <br />790 DeLong Ave., Novato., CA. 94945 <br />(415) 892-4763 FAX (415) 892-4502 <br />SHEET 13 OF 14 <br />\142195\DWG\FM13.DWG <br />XREF: FM.DWG <br />3 01r0l A <br />