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C) <br />i <br />Iu <br />JOB NO. 0673-029 (D.D. SHEET NO. 51 <br />(2) � <br />-1 <br />L> <br />o <br />LLJ <br />it <br />� g <br />al <br />p � ! <br />Lo ! J <br />^� <br />cc <br />! <br />to <br />C2 <br />N <br />N90'00'00"E 33.84' <br />(2) . _ <br />_ 31.00' `} ! <br />t <br />� <br />d <br />f <br />� I <br />L ! 62 <br />N90'00'00"E 137.77' <br />N90'00'00"W <br />Li 63 <br />1 2,523 SFt <br />w <br />64 <br />w <br />l'o ! <br />10.04' <br />o <br />I-- 6' PUE <br />o <br />I N84'44'30"W(R) <br />SEE SHEET 6 <br />I <br />�J <br />67 <br />66 f <br />f <br />N90'00'00"E 35.00' N90'00'00"E 35.00' N90'00'00"E 46.73' vi <br />N86'00'071(R) ` <br />N6217'16"E(R) Cl <br />o <br />-1 <br />L> <br />o <br />DELTA <br />CD <br />-T- 35.00'--- ----35.00'--- <br />51.00' <br />- - 36.68'- <br />U <br />C2 <br />o <br />NO <br />RADIUS <br />DELTA <br />CD <br />-T- 35.00'--- ----35.00'--- <br />51.00' <br />- - 36.68'- <br />a <br />C2 <br />5' PSDE, PUE <br />ho <br />22.01' <br />C31969.00' <br />PARCEL F <br />L7 <br />N90'00'00"E 137.77' <br />N90'00'00"W <br />Li 63 <br />L1 <br />w <br />64 <br />w <br />65 <br />10.04' <br />o <br />242 PUE, <br />o <br />/, 0 1 <br />a 2,345 SFi <br />2,345 SFt <br />o <br />2,908 SFf <br />a <br />Q <br />.� <br />3,031 SFf <br />(PUE, EVAE, PSSE, (PRIVATE STREET) <br />a <br />I <br />w 1w <br />5' PUE -� CL <br />� <br />_L 1 ----26.00'_ <br />44- 5 1 <br />TRACT N0. 4097 <br />77 � ` � � - - � SUBDNISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />MOUNTAIN HOUSE CREEK <br />Ml <br />w BEING ALL OF PARCEL L OF TRACT NO. 3424, FILED IN BOOK 40 OF <br />0 o MAPS AND PLATS, AT PAGE 28, SAN JOAQUIN COUNTY RECORDS <br />BEING A PORTION OF SECTION 4, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON m (925) 866-0322 <br />cbg ROSEVILLE ■ (916)788-4456 <br />VVW W.CBAN DG. COM <br />N CIVIL ENGINEERS ■ SURVEYORS ■ PLANNERS <br />SCALE: V= 20' SEPTEMBER, 2022 <br />20' 0' 10' 20' 40' 80' <br />GRAPHIC SCALE <br />NOTES: <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND. <br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A 1i INCH COPPER <br />DISK AT THE 1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY <br />AT RETURNS UNLESS OTHERWISE NOTED, AND A 5/8 INCH BY 18 INCH <br />LONG REBAR AND CAP SHALL BE SET AT ALL NON -FRONTAGE CORNERS <br />AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN HOUSE COMMUNITY <br />SERVICES DISTRICT DEVELOPMENT STANDARDS. <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />--41.13'- <br />-T- 35.00'--- ----35.00'--- <br />51.00' <br />- - 36.68'- <br />21.11' <br />C2 <br />5' PSDE, PUE <br />0'38'25" <br />22.01' <br />C31969.00' <br />PARCEL F <br />L7 <br />N90'00'00"E 137.77' <br />N90'00'00"W <br />11.94' <br />L1 <br />NOO'00'00"E <br />22.00' <br />L7 <br />N90'00'00"E <br />10.04' <br />242 PUE, <br />PARCEL GG FORT BRAGG PLACE <br />CD <br />3,031 SFf <br />(PUE, EVAE, PSSE, (PRIVATE STREET) <br />v <br />PSDE, PWE, PRE, PAE) <br />L5 <br />N90'00'00"W 137.77' <br />f <br />r- -38.21'--I-- <br />---35.00' --- ---35.00'--- <br />-----41.50'----� <br />lN85'23'03 <br />_ <br />w <br />f <br />I <br />� <br />W U, <br />I <br />vi <br />"' <br />Q � <br />w <br />6 <br />!'1 <br />f <br />I <br />L <br />� <br />I <br />. <br />':'Lu <br />I <br />N <br />„ T <br />f 61 <br />f U <br />w w <br />60 Q 59 <br />w <br />58 <br />c <br />Li <br />L <br />a <br />2, 210 SFt <br />o 0 <br />C, 1,925 SFt o2.282 SFt <br />0 <br />p <br />2,282 SF± <br />N86'59'18"W(R) <br />o a <br />z <br />I <br />I <br />CDI <br />`I° <br />f <br />5' PUE <br />ii' <br />© <br />I <br />f <br />41.88' <br />35.00` 35.00' <br />I <br />41.50' <br />o I <br />N90'00100"E 45.88' <br />N90'00'00"E 35.00' N90'00'00"E 35.00' <br />N90'00'00"E 37,50-1 <br />--� <br />r1� <br />c' <br />I <br />I <br />;u� <br />.-. <br />f <br />I <br />N <br />U <br />L <br />W <br />! <br />1 <br />Q C:) <br />C> <br />w <br />' 1 <br />r <br />54 <br />oit <br />n <br />55 56 <br />f <br />57 i� <br />a <br />Co <br />C) <br />CD <br />p <br />Cl <br />Q <br />CV <br />C3 <br />In I <br />2,589 SF± <br />0 <br />C) co 1,925 SFt <br />1,925 SFf <br />a <br />o <br />2,063 SFf I <br />Ln <br />Z <br />I <br />o o <br />1 <br />f <br />�-6' <br />Z! <br />zLn <br />w l <br />CL <br />I- <br />a_ <br />I <br />PUE <br />N88'35'24'W(R) <br />� I <br />---48.00`----- <br />---35.00'- -- ----35.00'---- <br />---37.50' <br />4�LV <br />PSDE, PUE <br />PARCEL E <br />L4 <br />N90'00'00"E 145.50' <br />225 <br />PARS EL FF IDYLLWILD PLACE <br />(PUE)} <br />CV <br />U <br />M <br />J <br />o <br />PUE, EVAE, P55E, <br />( (PRIVATE STREET) <br />v <br />L2 <br />PSDE, PWE, PRE, PAE) <br />N90'00'00"W 145.50' <br />QI <br />w <br />f----- <br />;44.42'-- -- <br />---35.00'--- ----35.00'---.--- <br />----_41.50'__-- <br />-� <br />Q Ln <br />I <br />I <br />N891 3 49 W(R) F <br />I <br />w <br />in <br />co �r <br />to <br />a <br />CD <br />CD <br />i <br />ce <br />(2) <br />�. 00` <br />53 <br />52 51 <br />50 1 <br />o <br />0 <br />. ------ <br />o � <br />w <br />�-- <br />2,451 SFf <br />1,925 SFt o 1,925 SFS <br />0 <br />2,282 5Ft <br />6' PUE <br />Cl CD <br />z <br />5 PUE <br />c, <br />N 1 <br />-00-00"W <br />N90 44.60' <br />N90'00'00"W 35.00' N90'00'00"W 35.00' <br />N90'00'00"W <br />41.50' <br />o <br />aI <br />z <br />I <br />_ <br />it <br />/f <br />411 9 <br />SEE SHEET 16 <br />Ml <br />w BEING ALL OF PARCEL L OF TRACT NO. 3424, FILED IN BOOK 40 OF <br />0 o MAPS AND PLATS, AT PAGE 28, SAN JOAQUIN COUNTY RECORDS <br />BEING A PORTION OF SECTION 4, TOWNSHIP 2 SOUTH, RANGE 4 EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON m (925) 866-0322 <br />cbg ROSEVILLE ■ (916)788-4456 <br />VVW W.CBAN DG. COM <br />N CIVIL ENGINEERS ■ SURVEYORS ■ PLANNERS <br />SCALE: V= 20' SEPTEMBER, 2022 <br />20' 0' 10' 20' 40' 80' <br />GRAPHIC SCALE <br />NOTES: <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />2. SEE SHEET 3 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND. <br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A 1i INCH COPPER <br />DISK AT THE 1.0 FOOT OFFSET ON LOT LINE PROJECTIONS AND RADIALLY <br />AT RETURNS UNLESS OTHERWISE NOTED, AND A 5/8 INCH BY 18 INCH <br />LONG REBAR AND CAP SHALL BE SET AT ALL NON -FRONTAGE CORNERS <br />AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN HOUSE COMMUNITY <br />SERVICES DISTRICT DEVELOPMENT STANDARDS. <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />51.00' <br />23'42'51" <br />21.11' <br />C2 <br />1969.00' <br />0'38'25" <br />22.01' <br />C31969.00' <br />Fi�wo <br />0'38'33" <br />22.09' <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />NOO'00'00"E <br />5.52' <br />L2 <br />N90'00'00"W <br />10.42' <br />L3 <br />N00'00'00"E <br />22.00' <br />L4 <br />N90`00'00"E <br />10.00' <br />L5 <br />N90'00'00"W <br />11.94' <br />L6 <br />NOO'00'00"E <br />22.00' <br />L7 <br />N90'00'00"E <br />10.04' <br />SHEET 15 OF 27 <br />Lk 4- 5 1 N <br />