Laserfiche WebLink
CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />1130.00' <br />0'36'17" <br />11.93' <br />C2 j <br />1130.00' <br />0'32'35" <br />10.71' <br />C3 <br />1130.00' <br />1'50'57" <br />36.47' <br />C4 <br />1130.00' <br />1'51'56" <br />36.79' <br />C5 <br />1130.00' <br />1'43'51" <br />34.14' <br />C6 <br />26.00' <br />87'05'30" <br />39.52' <br />C7 <br />11.00' <br />88'18'42" <br />16.95' <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N52'02'34"W <br />29.29' <br />L2 <br />N52'02'34"W <br />26.67' <br />L3 <br />N52'02'34"W <br />40.00' <br />L4 <br />N52'02'34"W <br />40.00- <br />160.38'(T) <br />N39'41'52"W <br />I <br />I <br />I <br />I O <br />I O <br />I� <br />I <br />0 R=2500.00' _ <br />I V A=0'45'14" A=0'56'04" _T_ <br />I, I <br />o L=32.90'(M-M) L=40.77' o <br />I M N MI <br />�I <br />N4836'50"E R <br />1 , <br />,T) <br />MOANA AVENUE <br />M - <br />R=2500.00' A=1� " <br />M <br />A=3'05'12" L=136.35 <br />l 31.00' -- --- 31.00' <br />52 I a <br />H i I <br />w I I <br />I <br />� � I <br />53 I I I <br />I I <br />I I <br />I I <br />I f <br />I I <br />I I <br />55A I A <br />I <br />I � �wo I <br />h <br />I WI i PARCEL F <br />Go r- 6' PUE 1.73 ACt 2' <br />I <br />JJ Z I <br />I I <br />I I 3' PUE <br />I <br />I I <br />I <br />56 I I <br />� M <br />co <br />poI <br />I � I <br />I IT- 1 00WW I O <br />I o � IIn <br />O W <br />J7 I Cc <br />� ILoI to <br />I z 31' 31' z I o <br />1 <br />I I <br />z <br />I I <br />o I <br />Z <br />1 <br />SEE SHEET 8 <br />JOB NO. 0673-80 <br />p_0'S4'2Z <br />- '-- =0'5 <br />A=9'48'01"L=432.91'(T) =0.52'55 <br />L=40.03' <br />La11 <br />R=2531.00' 0 <br />p=0' '- `A <br />A=1'24-" L=62_027rl? <br />L=3.77 <br />91 <br />7,332 SFt <br />GV <br />co <br />Z <br />1 <br />Ln <br />J <br />co <br />� <br />J <br />J <br />86_ <br />89 <br />I <br />90m <br />SII <br />^i 1 78 <br />� <br />W <br />N <br />4,541 SFf <br />N <br />M <br />4,535 SFf <br />r <br />d <br />Z <br />M <br />Z <br />W N <br />r <br />N <br />Z <br />� <br />�f <br />G <br />o <br />PLo <br />Z ----_ Z L=203.97' <br />r - ----- ___ _ 6=1 <br />--- --- - 02853 <br />I R=1115.00 4,01" L=47.34, <br />' L=41.52' I 2 C3 <br />6=2'06'19" L=41.52' D=2.06 20 C4 <br />L=92.44 C5 <br />p_7'44_54 _-_-___- <br />- R=1145.00' <br />A=3'34'59" L=70.66' <br />R=1130.00' A=4'41'13 <br />J <br />� <br />J <br />J <br />� <br />J <br />J <br />86_ <br />84 <br />I <br />p <br />87 <br />SII <br />^i 1 78 <br />� <br />88 <br />Cl <br />4,272 SFt <br />o <br />°' <br />coco <br />4,344 SFt o <br />�I <br />5,182 SFt <br />A <br />4,766 SFt <br />J <br />u <br />�f <br />G <br />z <br />11' THIS SHEET <br />O G <br />� <br />77 <br />PLo <br />Z ----_ Z L=203.97' <br />r - ----- ___ _ 6=1 <br />--- --- - 02853 <br />I R=1115.00 4,01" L=47.34, <br />' L=41.52' I 2 C3 <br />6=2'06'19" L=41.52' D=2.06 20 C4 <br />L=92.44 C5 <br />p_7'44_54 _-_-___- <br />- R=1145.00' <br />A=3'34'59" L=70.66' <br />R=1130.00' A=4'41'13 <br />TRACT N0. 3926 <br />SUBDNISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />MOUNTAIN HOUSE <br />NEIGHBORHOOD K - UNIT NO. I <br />BEING ALL OF LOT 1, LOT 29, LOT 30 AND LOT 31 OF TRACT NO. 3934, <br />FILED IN BOOK Lf4 OF MAPS AND PLATS, AT PAGE =, SAN JOAQUIN <br />COUNTY RECORDS BEING A PORTION OF RANCHO EL PESCADERO <br />CITY OF MOUNTAIN HOUSE, SAN JOAQUIN COUNTY, CALIFORNIA <br />Ecb SAN RAMON ■ (925) 866-0322 <br />:lg] ROSEVILLE ■ (916)788-4456 <br />W W W.CBANDG.COM <br />CIVIL ENGINEERS SURVEYORS a PLANNERS <br />SCALE: 1" = 30' SEPTEMBER 2024 <br />30' 0' 15' 30' 60' 120' <br />GRAPHIC SCALE <br />NOTES: <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />2. SEE SHEET 4 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND. <br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A 1-5/32 <br />INCH COPPER DISK AT THE 1.0 FOOT OFFSET ON LOT LINE <br />PROJECTIONS AND RADIALLY AT RETURNS UNLESS OTHERWISE <br />NOTED, AND A 5/8 INCH BY 18 INCH LONG REBAR AND CAP <br />SHALL BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE <br />POINTS, AS REQUIRED BY THE CITY OF MOUNTAIN HOUSE <br />DEVELOPMENT STANDARDS. <br />AS <br />N A <br />- _ � •� STREET) <br />L3 � (PRIV A <br />2 L1 L4 <br />L2 4»W 116.09'(T) 3' PUE <br />C1 III N52'02 3 <br />_ <br />_ _ - <br />G <br />'O <br />� � m <br />c) <br />O <br />Z <br />J <br />Zp <br />� <br />J <br />J <br />3' PUE <br />84 <br />I <br />M <br />SII <br />^i 1 78 <br />� <br />113.122 SFf <br />Cl <br />k,, <br />Lo l <br />Q <br />coco <br />Z <br />�I <br />5,182 SFt <br />A <br />zII <br />PUE, PRE <br />II <br />SEE DETAIL J <br />z <br />11' THIS SHEET <br />SA- <br />CD <br />I III <br />I 6=3'41'49" L=103.24'(LL) <br />77 <br />J <br />II <br />TRACT N0. 3926 <br />SUBDNISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />MOUNTAIN HOUSE <br />NEIGHBORHOOD K - UNIT NO. I <br />BEING ALL OF LOT 1, LOT 29, LOT 30 AND LOT 31 OF TRACT NO. 3934, <br />FILED IN BOOK Lf4 OF MAPS AND PLATS, AT PAGE =, SAN JOAQUIN <br />COUNTY RECORDS BEING A PORTION OF RANCHO EL PESCADERO <br />CITY OF MOUNTAIN HOUSE, SAN JOAQUIN COUNTY, CALIFORNIA <br />Ecb SAN RAMON ■ (925) 866-0322 <br />:lg] ROSEVILLE ■ (916)788-4456 <br />W W W.CBANDG.COM <br />CIVIL ENGINEERS SURVEYORS a PLANNERS <br />SCALE: 1" = 30' SEPTEMBER 2024 <br />30' 0' 15' 30' 60' 120' <br />GRAPHIC SCALE <br />NOTES: <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES. <br />2. SEE SHEET 4 FOR BASIS OF BEARINGS, REFERENCES AND LEGEND. <br />3. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A 1-5/32 <br />INCH COPPER DISK AT THE 1.0 FOOT OFFSET ON LOT LINE <br />PROJECTIONS AND RADIALLY AT RETURNS UNLESS OTHERWISE <br />NOTED, AND A 5/8 INCH BY 18 INCH LONG REBAR AND CAP <br />SHALL BE SET AT ALL NON -FRONTAGE CORNERS AND ANGLE <br />POINTS, AS REQUIRED BY THE CITY OF MOUNTAIN HOUSE <br />DEVELOPMENT STANDARDS. <br />AS <br />N A <br />- _ � •� STREET) <br />L3 � (PRIV A <br />2 L1 L4 <br />L2 4»W 116.09'(T) 3' PUE <br />C1 III N52'02 3 <br />_ <br />_ _ - <br />G <br />'O <br />� � m <br />71 <br />q 1 134 if <br />I <br />c) <br />O <br />Z <br />J <br />Zp <br />� <br />J <br />J <br />83 ms <br />84 <br />Z <br />O A <br />p w, <br />N <br />82 �► <br />5,331 SFf N <br />(crtA <br />79 w80 <br />�; <br />$ 81 <br />� 5,142 SFt r <br />5,245 SFt w <br />Lp <br />4,813 SFt <br />5,182 SFt <br />A <br />LA <br />w <br />D <br />PUE, PRE <br />I N3'36'50'E <br />5.66 <br />z <br />L4 <br />LA <br />OP <br />SA- <br />CD <br />J <br />rn <br />Z <br />A <br />a <br />^: vCD <br />w 01. <br />D=1.25'S7p <br />L=40.01 <br />» <br />rl; " �o <br />D=1.28 21 <br />p=1'27 36" <br />L=40.77 <br />L=40 00' <br />7 <br />&=T2159 <br />L=38.16' <br />L=41.12' <br />L=352.77 <br />D=12.37'58" <br />/I <br />73 <br />R=1600.00' <br />7� <br />76 <br />SEE SHEET 10 <br />71 <br />q 1 134 if <br />I <br />c) <br />O <br />W <br />ui I <br />I n <br />a <br />/8 <br />I�a- <br />�I <br />30' <br />30' EVAE, <br />ij 3' PUE <br />I <br />I <br />PUE, PRE <br />I N3'36'50'E <br />5.66 <br />N4836'50"E <br />i 16.66'Lo I �y I <br />I N47'0728'E R I N45'4334"E <br />w <br />O <br />M I <br />z � I <br />R=1600.00' V I - <br />A=1'23'52' L=39.03' I I <br />N48'36'50"E_,,'ei ) <br />6.65' (?<,N86'23'10"W <br />I 5.66' <br />-�I ►�- 3' PUE 77 <br />DETAIL J <br />NOT TO SCALE <br />SHEET 9 OF 14 <br />