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(2) <br />'48"W <br />_ 19,3 <br />]s75i1, T �`��1 <br />o <br />26��(5) <br />N7631'48 <br />-� 24 I'M - <br />PARCEL I a <br />220 SFt <br />AST -� (2) <br />! C3 (PSDE, PUE)(�oRME �� .80U r <br />f J RC Y OE '�NZq LLv u (J <br />! r f 55.00, BOULEVARD) <br />1 <br />I ff ff CS N76 3 W 71.48" <br />C]r zJ 12'tr} <br />f J. PUE <br />f l N81'04'38"E R) 1 L1 <br />z82 <br />f N54'08'14"W(R) C6 <br />! !! <br />2,062 SFf /55 <br />v, <br />If N76 31'¢ <br />55.00' S,JW 1 1 IC8 <br />a f! a ,� 89 Cr0 <br />COD� 1 � � ff a2 � 2,063 5Ft <br />f <br />r83 � 3. 1 <br />C ! .N ! 1.925 SF± Y ! N76 3x'48„ pUE yf <br />f <br />55.00, <br />79 88 <br />f ~ iz,14 �^� z' o a w co Z�'' 1,925 SFS 'Lori�? f <br />! Nva 1 0 � cv <br />co �; ! 1,925 SFt +� a s� $ =" f I <br />f ~" ,^') 2 N76 3r ¢$ "W 55 00 ! o ff <br />a <br />PARCEL L <br />220 SF± <br />._(PSDE, PUE) <br />�Q 1! N76;31'48aW 55.00' <br />S00 �' 1 a f ��' fa <br />c� o; <br />CL <br />f_ +f PARCEL J/ PARCEL K <br />f! A 708 SF± 708 SFf 87 a cv !f <br />V, (PUE) (PUE) 1,925 SFt z �, <br />85 <br />2Z 00' L 2,273 SFf IV7631'48"W f ! <br />N7g31'¢8"- _ N26'32 -07"W 55'00 <br />R j 1 <br />W ]32 Sr, () 26 00, C'Nj ►-..� � Q ! J <br />LLP <br />cv <br />co <br />u% 2600' N5'28'31"E(R) <br />r � ! <br />a fir! n U 2,273 SF± �o "'a LI !f <br />172.81'(MM �vrr p (pUE Ey9ES�# o Cv� - -_ _ � f !f <br />SOE, P PRE SSE ! ,! N76.3 46,00. !J <br />p J 148 �! 1 <br />AE) r W 352 7 , f <br />_40.00' rr $ �r) 22.00' <br />-~--_ 40, 00' i <br />(P'?/VA DIEGO <br />STREET) - W 392 75'SEE �M_M <br />�r 13- <br />0 <br />JOB NO. 0673-029 (D,D. SHEET NO. 51 <br />00 <br />TRACT N0. 4097 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />MOUNTAIN HOUSE CREEK <br />BEING ALL OF PARCEL L OF TRACT NO. 3424, FILED IN BOOK 40 OF <br />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 />j SAN JOAQUIN COUNTY, CALIFORNIA <br />SAN RAMON ■ (925) 866-0322 <br />ECC b g ROSEVILLE ■ (916)788-4456 <br />www.CBANQG-COM <br />CIVIL ENGINEERS SURVEYORS ■ PLANNERS <br />SCALE: 1" = 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 1A 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 />DELTALENGTH <br />L1 <br />Cl <br />21.00 <br />22'23'34" <br />8.21 <br />C2 <br />21.00' <br />22'23'34" <br />8.21' <br />C3 <br />14.00' <br />40'00'19" <br />9.78' <br />C4 <br />14.00' <br />49'59'41" <br />12.21' <br />C5 <br />14.00' <br />49'59'41" <br />12.21' <br />C6 <br />14.00' <br />40'00'19" <br />9.78' <br />C7 <br />14.00' <br />90'00'00" <br />21.99' <br />C8 <br />14.00' <br />90'00'00" <br />21.99' <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N76'31'48"W <br />22.00' <br />L2 <br />N13'28'12"E <br />10.00' <br />L3 <br />N76 -31'48"W <br />22.00' <br />L4 <br />N13'28'12"E <br />10.00' <br />L5 <br />N76'31'48"W <br />3.42' <br />L6 <br />N76'31'48"W <br />3.42' <br />L7 <br />N13*28'12"E <br />10.00' <br />LB <br />N76'31'48"W <br />22.00' <br />L9 <br />N13*28'12"E <br />10.00' <br />L10 <br />N76'31'48"W <br />22.00' <br />L11 <br />N76'31'48"W <br />27.58' <br />L12 <br />N76'31'48"W <br />27.58' <br />SHEET 7 OF 27 <br />