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MAPS AND PLATS 43-110
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VOL 43 101-150
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MAPS AND PLATS 43-110
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I <br />D\M]ailr V J L I_.r <br />JOINT UNIF'JILI D <br />I <br />5CI-I00L DISrRIC f <br />D,l . <br />N5'05'36"E(R) (R=600') <br />/ rlj <br />vi <br />�f. <br />NO'40'24"E(R) <br />u <br />\ R=631 <br />Cr J\lO. 316-55(5 <br />46 \ <br />R AMSEY DRIVE <br />'-i3-IIGD <br />TRACT NO, 3978 <br />J S UBMtS[ONS OF SAN JOAC UIN COUN'CY, CALIFORNIA <br />LA GST N <br />BEING ALL OF PARCEL E OF TRACT NO.3649 <br />FILED IN BOOK 4I OF MAPS AND PLATS AT PAGE 98, <br />BEING A PORTION OF SECTIONS I6 AND 17 <br />N TOWNSHIP 2 SOUTH, RANGE EAST, <br />MOUNT DIABLO BASE AND MERIDIAN, <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />5) N86'10'00"E 97.97' (4) �(`1) N86"10'00"E 130.77'(M -M) (4) SAN RAMON + (925) 866-0322 <br />.SACRAMENTO + (916) 375-9877 <br />W W W.C6AN D(U.00M <br />LC .91 <br />CIVIL ENGINEERS SURVEYORS PLANNERS <br />o SCALE:I"- 20' SEPTEMBER 2019 <br />PARCEL HH <br />330 SFi <br />(PUE & PSDE) <br />� N86°10'00°E 395.I6'(T) (M)(2) <br />N74'01'37"W(R)Cq L1 -'T 30 24 1-=49.63t (MA2) Ll 60.00' 22.00' 55.00' <br />- ----- --- - ---�1 r ----- <br />o <br />," S44924 L(K) I w <br />/i o SEE DETAIL 3 (EYP o <br />lzu(PUE) c SEE DETAIL C i - 22.00' J <br />�\7 106 s 107 N66'io'oo"E o 114 j r <br />N86'10'00"E I I J <br />/v 22.00' 2,389 SFi 2,520 SFt 2,310 SFi <br />�o <br />/ / Y <br />N6'� <br />/ 46 y� <br />L� ----- ----- <br />\` -------- <br />-28.80' - - - - -- - - 60.00' - - - 22.00' - - - - 55.,00 - - - 10.47' <br />o <br />CrL <br />' <br />F, <br />63 <br />LENGTH <br />,1 rl <br />N8610'00"E <br />4.12' <br />n / <br />C3 <br />0 <br />n <br />0 <br />(D <br />0 <br />`703'50'00"W <br />15.00' <br />L4 <br />N27'4 -9'24"E <br />57.96' <br />21.23' <br />0 <br />25.00' <br />32'17'59° <br />14.09' <br />C7 <br />50.00' <br />27"15'48" <br />23.79' <br />N86'10'00"E <br />89.00' <br />4'22'47" <br />6.80' <br />17.00' <br />24.00' <br />5'29'48" <br />N86'10'00"E 56.00' <br />CIO <br />N86'10'001 60.00' <br />1� <br />35.64' <br />C'11 <br />24.00' <br />69'12'1 d <br />28.99' <br />0 <br />00.00' <br />315':31" <br />N <br />t") <br />'13 " <br />l0 <br />� <br />L` 158076 h <br />17.00' _ <br />N86°10'00"E 55.00' <br />�' <br />hJ86'10'CO"E(R) <br />N6'� <br />/ 46 y� <br />L� ----- ----- <br />\` -------- <br />-28.80' - - - - -- - - 60.00' - - - 22.00' - - - - 55.,00 - - - 10.47' <br />JOB NO. 0673-042 <br />rerlr <br />7'l <br />fi C12 <br />o <br />CrL <br />' <br />F, <br />63 <br />LENGTH <br />,1 rl <br />N8610'00"E <br />4.12' <br />253.53'(PL-PL) <br />C3 <br />0 <br />n <br />0 <br />(D <br />0 <br />`703'50'00"W <br />15.00' <br />L4 <br />N27'4 -9'24"E <br />57.96' <br />21.23' <br />0 <br />25.00' <br />32'17'59° <br />14.09' <br />C7 <br />50.00' <br />27"15'48" <br />23.79' <br />C8 <br />89.00' <br />4'22'47" <br />6.80' <br />C9 <br />24.00' <br />5'29'48" <br />N86'10'00"E 56.00' <br />CIO <br />N86'10'001 60.00' <br />58 0':S6" <br />35.64' <br />C'11 <br />24.00' <br />69'12'1 d <br />28.99' <br />�C12 <br />00.00' <br />315':31" <br />N <br />�- <br />N86°10'00"E 55.00' <br />-- <br />^- <br />3' PUE <br />o <br />CJ <br />v <br />Ca <br />105 <br />108 <br />113 <br />1 "J <br />G <br />CD <br />CD <br />2,072 SFt <br />2,220 SFi <br />W <br />2,035 SFf <br />I <br />v; <br />- <br />LIT <br />I <br />Q <br />Ck_ <br />CJ <br />LIJ <br />CA <br />u; <br />N86 -10'00"E 56.00' <br />N86"10'00"E 60.00' <br />1 <br />N 6'10'00"E� 5.00' <br />r w <br />w <br />'' <br />L <br />d <br />1-1 <br />i <br />o <br />s <br />W <br />s <br />SE <br />E DETAIL APYP) <br />w <br />:� <br />C <br />o <br />�/ <br />cr <br />c) <br />I <br />l 1 t <br />LIT <br />104 <br />s <br />109 <br />� <br />�`� <br />�' <br />� <br />112 <br />2,072 SFi <br />2,220 SFi <br />�' <br />ry; <br />a <br />z <br />`` <br />2,035 SFi <br />_ <br />o <br />P4v/ <br />_F{ <br />I <br />yn <br />CO <br />� <br />a. <br />I <br />L <br />n v, <br />N86'10'00"E 56.00' <br />N86'10'00"E 60.00' <br />N86'10'00"E 55.00' <br />- <br />- <br />j <br />I <br />a <br />w <br />I <br />3' <br />PUE--•- <br />-' <br />- <br />-^-3' PUE <br />o <br />L-1 <br />103 <br />- <br />110CA <br />9,102 SFi <br />o <br />2,520 SF i <br />t <br />��' <br />2,310 SFt <br />o <br />;c, <br />N53 52 Ol L�R� C6) <br />o <br />�, <br />in <br />ro <br />I <br />JOB NO. 0673-042 <br />rerlr <br />7'l <br />fi C12 <br />o <br />CrL <br />' <br />F, <br />63 <br />LENGTH <br />,1 rl <br />N8610'00"E <br />4.12' <br />253.53'(PL-PL) <br />C3 <br />0 <br />n <br />0 <br />(D <br />0 <br />c� I <br />of <br />PARCEL G <br />8,097 SFi <br />(PUE, EVAE, PSSE, PSDE, PWE, PRE, PAE) <br />N86'10'00"E 176.27'(T) fi <br />LIMERICK AVENUE <br />(PRIVATE STREET) - <br />N86'10'00"E 176.27'(M -PL) <br />0 <br />o <br />CrL <br />' <br />F, <br />BEARING <br />LENGTH <br />,1 rl <br />N8610'00"E <br />4.12' <br />253.53'(PL-PL) <br />C3 <br />0 <br />L' <br />0 <br />(D <br />L3 <br />`703'50'00"W <br />15.00' <br />L4 <br />- - -IN86"10'00"E 176.27'(1-) <br />------L�---------- �- L��------------_- -L r ------- <br />I r_)r I I C) I l» I J9 I go 1 97 <br />SEE SHEET 1 I <br />GRAPHIC SCALE <br />NOTES: <br />1. SEE SHEET 2 FOR ADDITIONAL NOTES <br />2.SEE SIIEET 3 FOR BASIS OF BEARINGS <br />3. SEE SHEET 3 FOR REFERENCES <br />4. SEE SHEET 3 FOR LEGEND <br />5. ALL FRONT CORNERS ARE TO BE REFERENCED WITH A NAIL AND TAG AT <br />THE 1.0 FOOT OFFSE F ON LOT LINE PROJECTIONS AND RADIALLY AT RETURNS <br />UNLESS OTHERWISE NOTED, AND A �" REBAR AND CAP SHAD_ BE SET AT ALL <br />NON -FRONTAGE CORNERS AND ANGLE POINTS, AS REQUIRED BY THE MOUNTAIN <br />HOUSE COMMUNITY SERVICES DISTRICT DEVELOPMENT STANDARDS. <br />3' 1 3' <br />(M -PL) <br />C I M__ <br />�w <br />CL !1 <br />CURVE FABLE <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />Ll <br />N8610'00"E <br />4.12' <br />31.29' <br />C3 <br />50.00' <br />L' <br />NO3"50'00"W <br />15.00' l <br />L3 <br />`703'50'00"W <br />15.00' <br />L4 <br />N27'4 -9'24"E <br />57.96' <br />3' 1 3' <br />(M -PL) <br />C I M__ <br />�w <br />CL !1 <br />CURVE FABLE <br />NO <br />Cl <br />RADIUS <br />20.00' <br />DELTA <br />58"20'36" <br />LENGTH <br />20.37' <br />C2 <br />24.00' <br />74'42'01" <br />31.29' <br />C3 <br />50.00' <br />27'49'17" <br />24.28' <br />04 <br />50.00' <br />58'20'36" <br />50.91' <br />C5 <br />10.00' <br />12139'24" <br />21.23' <br />C6 <br />25.00' <br />32'17'59° <br />14.09' <br />C7 <br />50.00' <br />27"15'48" <br />23.79' <br />C8 <br />89.00' <br />4'22'47" <br />6.80' <br />C9 <br />24.00' <br />5'29'48" <br />2.30' <br />CIO <br />35.00' <br />58 0':S6" <br />35.64' <br />C'11 <br />24.00' <br />69'12'1 d <br />28.99' <br />�C12 <br />00.00' <br />315':31" <br />2.84' <br />DE'LAIL A <br />TYPICAL T PUBLIC UTILITY BASEMENT <br />(ODI LOT LINE) <br />NOT TO SCALE <br />6' PUE 6' _ <br />L _- <br />w <br />DETAIL B <br />TYPICAL U PUBLIC UTILITY EASEMENT <br />(ALONG BOUNDARY) <br />NOT TO SCALE <br />I <br />106 <br />-4' 1- <br />3' PUL 1, <br />DETAIL C <br />NOT TO SCALE <br />All <br />I <br />(M)(2) I <br />SHEET 5 OF 16 <br />
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