My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
MAPS AND PLATS 44-128
PublicWorks
>
VAULT MAPS
>
Subdivision - Maps and Plats
>
VOL 44 001 - 150
>
MAPS AND PLATS 44-128
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/9/2024 4:07:32 PM
Creation date
10/9/2024 4:01:31 PM
Metadata
Fields
Template:
Maps & Plats
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
44-128F <br />TRACT N0. 3934 <br />SUBDIVISIONS OF SAN JOAQUIN COUNTY, CALIFORNIA <br />-._.. MOUNTAIN HOUSE, NEIGHBORHOOD K <br />�g� _ N5834, 27 W 183.88' <br />_ - - N•2LARGE LOT FINAL MAP <br />21 -� BEING A PORTION OF NEW DESIGNATED REMAINDER <br />o 6=26'32'50" L-1686 , 32 �, RECORDED IN DOCUMENT NUMBER 2021-157879, <br />R=364.00 s s <br />469'3728W O� z SAN JOAQUIN COUNTY RECORDS <br />100.16' G� N D RIVER <br />BEING A PORTION OF RANCHO EL PESCADERO <br />N43'04'38"w 10.11 43b4, "w ` V�j[ CITY OF MOUNTAIN HOUSE, SAN JOAQUIN COUNTY, CALIFORNIA <br />67.66 0 ■� 89 Q21 SAN RAMON • (925) 866-0322 <br />LINE TABLE <br />NO <br />BEARING <br />LENGTH <br />L1 <br />N20'54'33"E <br />12.00' <br />L2 <br />N3716'12"E <br />41.69' <br />L3 <br />N20'54'33"E <br />12.00' <br />L4 <br />N27'00'10"E <br />0.66' <br />L5 <br />N62'59'50"W <br />12.00' <br />L6 <br />N78'30'35"W <br />41.51' <br />L7 <br />N62'59'50"W <br />12.00' <br />L8 <br />N27'00'10"E <br />1.30' <br />L9 <br />N69"05'27"W <br />18.50' <br />L10 <br />N2611'57"E <br />7.00' <br />L11 <br />N63'48'01"W <br />27.30' <br />L12 <br />N2611'59"E <br />40.00' <br />L13 <br />N63'48'01"W <br />25.00' <br />L14 <br />N69'05'27"W <br />2.70' <br />L15 <br />N78'47'23"E <br />9.50' <br />L16 <br />N63'48'01 "W <br />7.00' <br />L17 <br />N2611'59"E <br />7.00' <br />L18 <br />N6348'01"W <br />22.35' <br />L19 <br />N2611'59"E <br />40.00' <br />L20 <br />N63'48'01 "W <br />45.00' <br />L21 <br />N2611'59"E <br />11.89' <br />L22 <br />N6348'01 "W <br />7.00' <br />L23 <br />N2611'59"E <br />11.89' <br />NOTES: <br />(R) <br />(R) <br />(R) <br />CURVE TABLE <br />NO <br />RADIUS <br />DELTA <br />LENGTH <br />Cl <br />23.00' <br />96'0536" <br />38.57' <br />C2 <br />23.00' <br />83'54'23" <br />33.68' <br />C3 <br />5.40' <br />90'00'00" <br />8.48' <br />C4 <br />50.00' <br />90'00'00" <br />78.54' <br />C5 <br />1525.00' <br />0'54'06" <br />24.00' <br />C6 <br />1655.00' <br />1'OO'15" <br />29.00' <br />C7 <br />83.00' <br />14'04'12" <br />20.38' <br />C8 <br />117.00' <br />14'04'12" <br />28.73' <br />C9 <br />117.00' <br />14'04'12" <br />28.73' <br />C10 <br />83.00' <br />14'04'12" <br />20.38' <br />C11 <br />117.00' <br />14'04'12" <br />28.73' <br />C12 <br />83.00' <br />14'04'12" <br />20.38' <br />C13 <br />20.00' <br />96'39'55" <br />33.74' <br />C14 <br />83.00' <br />14'04'12" <br />20.38' <br />C15 <br />117.00' <br />14'04'12" <br />28.73' <br />00 <br />LO 341.07' nc Dg <br />ROSEVILLE (916)788-4456 <br />N <br />h LOT 16 WWW.CBANDG.COM <br />2 <br />CIVIL ENGINEERS SURVEYORS PLANNERS <br />H 44 <br />N43b4 38" 1 0.40 ACt �� _ <br />SCALE: I" 100' JULY 2024 <br />tV <br />W <br />C) d <br />to o <br />CN <br />z <br />1) SEE SHEETS 2 & 5 FOR ADDITIONAL NOTES. <br />2) SEE SHEET 5 FOR BASIS OF BEARINGS. <br />3) SEE SHEET 5 FOR REFERENCES. <br />4) SEE SHEET 5 FOR LEGEND. <br />5) THE TRAVERSE LINE FOR MHCSD BOUNDARY AS DESCRIBED IN <br />RESOLUTION NO. 941 ADOPTED BY LAFCO ON FEBRUARY 23, 1996, SAID <br />TRAVERSE LINE REPRESENTS A MEANDER LINE FOR THE MEAN HIGH <br />WATER MARK ALONG THE SOUTH (LEFT) BANK OF OLD RIVER. SAID MEAN <br />HIGH WATER MARK IS APPROXIMATELY 30 FEET NORTHEASTERLY FROM <br />SAID TRAVERSE LINE. SAID TRAVERSE LINE WAS SCALED FROM GROUND <br />TO GRID DISTANCE USING A SCALE FACTOR OF 0.99993260. THE <br />BOUNDARY OF THIS SUBDIVISION EXTENDS TO THE LEFT (SOUTH) BANK <br />OF OLD RIVER ALONG PARCELS FOUR AND FIVE AS DESCRIBED IN THE <br />GRANT DEED PER (7). <br />6) THE AREA IS CALCULATED TO THE TRAVERSE LINE AS DESCRIBED IN <br />NOTE 5. <br />7} THE TOTAL AREA INCLUDES THE STRIP BETWEEN SAID TRAVERSE LINE AS <br />DESCRIBED IN NOTE 5 AND THE LEFT (SOUTH) BANK OF OLD RIVER <br />ALONG PARCELS 4 AND 5 AS DESCRIBED IN THE GRANT DEED PER (7). <br />THE TOTAL AREA IS APPROXIMATE. <br />JOB NO. 673-280 <br />p=14'30'53" R=468.00'" p=5 32'U36" 37'14"w <br />L=134.77 317.58' L15 <br />X13'1517 <br />L=108.27' L=61.15' R=74.00' <br />R=20.00' A-=58'08'14" <br />X74'49'13" L=75.09' <br />L=26.12' N43'04'23'W(R) <br />R=80.50' <br />A=20'43'38" <br />CV <br />LOT 18 L=29.12' <br />64' N 4.01 ACt N 64' <br />LOT 15 <br />9.89 ACt <br />469ro5' <br />,ii <br />oo <br />�43b4 38 "w 694.76 4?. <br />"W 510.89' <br />r� <br />co <br />tri 0 <br />-d- N <br />"' o <br />w <br />W <br />W <br />O <br />477 s <br />• 30 £XjST <br />N T <br />O_ <br />O <br />100 <br />LOT 22 <br />0 5 0' 100' 200' <br />Z tD <br />Z <br />P <br />2024-� � 8 <br />? <br />X 27' <br />dRss>>50, <br />GROSS 42.70 ACt (SEE NOTE 7) ` <br />L=113.7fi' <br />C8 -' <br />0: <br />LOT 19 00 <br />L=29.29' <br />463'48 01 W <br />" <br />241.84 Lt 8 LOT 17 <br />4.62 ACf `V <br />R=20.00' <br />LST <br />X36 <br />(,532 " <br />587 <br />R=90:00' " \ <br />GRAPHIC SCALE <br />N45'17'27"E(R) EXIST. PUE <br />X84'35'41" <br />CIPS I , <br />p=20 43,38 <br />z <br />L=29.53 <br />N <br />837• " L=32.56 , <br />48-37'14'w <br />14 W <br />N48'28'57"W(R) <br />24381, <br />27820' X58'0815 " <br />"'- <br />452 47'18"VY <br />,95" <br />N49 44 33 W(R) <br />L=65.45' <br />362.86 - <br />'(T <br />R=532.00' <br />, <br />N 420'39'08"E(R) <br />tV <br />W <br />C) d <br />to o <br />CN <br />z <br />1) SEE SHEETS 2 & 5 FOR ADDITIONAL NOTES. <br />2) SEE SHEET 5 FOR BASIS OF BEARINGS. <br />3) SEE SHEET 5 FOR REFERENCES. <br />4) SEE SHEET 5 FOR LEGEND. <br />5) THE TRAVERSE LINE FOR MHCSD BOUNDARY AS DESCRIBED IN <br />RESOLUTION NO. 941 ADOPTED BY LAFCO ON FEBRUARY 23, 1996, SAID <br />TRAVERSE LINE REPRESENTS A MEANDER LINE FOR THE MEAN HIGH <br />WATER MARK ALONG THE SOUTH (LEFT) BANK OF OLD RIVER. SAID MEAN <br />HIGH WATER MARK IS APPROXIMATELY 30 FEET NORTHEASTERLY FROM <br />SAID TRAVERSE LINE. SAID TRAVERSE LINE WAS SCALED FROM GROUND <br />TO GRID DISTANCE USING A SCALE FACTOR OF 0.99993260. THE <br />BOUNDARY OF THIS SUBDIVISION EXTENDS TO THE LEFT (SOUTH) BANK <br />OF OLD RIVER ALONG PARCELS FOUR AND FIVE AS DESCRIBED IN THE <br />GRANT DEED PER (7). <br />6) THE AREA IS CALCULATED TO THE TRAVERSE LINE AS DESCRIBED IN <br />NOTE 5. <br />7} THE TOTAL AREA INCLUDES THE STRIP BETWEEN SAID TRAVERSE LINE AS <br />DESCRIBED IN NOTE 5 AND THE LEFT (SOUTH) BANK OF OLD RIVER <br />ALONG PARCELS 4 AND 5 AS DESCRIBED IN THE GRANT DEED PER (7). <br />THE TOTAL AREA IS APPROXIMATE. <br />JOB NO. 673-280 <br />p=14'30'53" R=468.00'" p=5 32'U36" 37'14"w <br />L=134.77 317.58' L15 <br />X13'1517 <br />L=108.27' L=61.15' R=74.00' <br />R=20.00' A-=58'08'14" <br />X74'49'13" L=75.09' <br />L=26.12' N43'04'23'W(R) <br />R=80.50' <br />A=20'43'38" <br />CV <br />LOT 18 L=29.12' <br />64' N 4.01 ACt N 64' <br />LOT 15 <br />9.89 ACt <br />469ro5' <br />,ii <br />oo <br />C -4N63'48'01 <br />"W 510.89' <br />r� <br />co <br />tri 0 <br />-d- N <br />"' o <br />w <br />W <br />W <br />O <br />N T <br />O_ <br />O <br />.- <br />O <br />Z tD <br />Z <br />Z <br />N <br />Z <br />O) <br />X83'54'23" <br />L=113.7fi' <br />C8 -' <br />0: <br />LOT 19 00 <br />L=29.29' <br />463'48 01 W <br />" <br />241.84 Lt 8 LOT 17 <br />4.62 ACf `V <br />CV <br />00 O <br />Cl to <br />a o "' 00 <br />L16 <br />I <br />x o L22 <br />C12 <br />5z <br />W (V <br />lel r W L J r 1 <br />DIN 2021-157879 <br />A G�,L9 R=1168.00 463'48'01 "W 220.35' L10 <br />c� p=5'17'26" " L1ll N63'48'01"W(R) <br />L4 LS �6 L7 L8 L=107 85' R=83.00 X19'05 30 L=27.66 L1 130.00' <br />R=117.00' X19'05'28" L=38.98' <br />N64'48'16"W(R) 11 <br />PARCEL B CO LA <br />(PORTION) J <br />N <br />(4) M&c.n 00 <br />P 50) o <br />CENTRAL PARKWAY <br />46215, N4837'14" <br />w 7?6 3s,(T) <br />LOT 20 <br />6.55 ACt <br />48'01"W 45.00' <br />11'59"E 40.00' <br />3'48'01 "W 22.46' <br />,15 N2611'59"E(R) 7.00' <br />311.73' <br />�-C14 N63'48'01"W 446.09'(T) <br />4016'11 "E(R) <br />11'59"E 40.00' <br />18'01"W 25.00' <br />N64'42'07"W(R) <br />LOT 14 <br />SEE SHEET 16 <br />r <br />n <br />00 <br />rn <br />LO <br />w <br />LO <br />t <br />t0 <br />N <br />z <br />LOT 21 <br />LOT 8 <br />LOT 9 <br />00 <br />H <br />w <br />con <br />W <br />LA mmom, I is F <br />SHEET 7 OF 16 <br />R=20.00' <br />CD <br />N49'43'49"W(R) L21 <br />C11 <br />X96'0527" <br />L23 <br />L=33.54' R=1232.00' <br />412'07'47"E(R) L20 <br />R=20.00' <br />A=5'17'26" <br />C7 <br />X83'54'23" <br />L=113.7fi' <br />C8 -' <br />L=29.29' <br />463'48 01 W <br />" <br />241.84 Lt 8 LOT 17 <br />w <br />117 5.15 ACt <br />o <br />425.84 <br />469'05 27 W 10.09 <br />N45'17'27"E(R) EXIST. PUE <br />(0 rn <br />423.14 L1 L14 <br />2024-068208 <br />z <br />lel r W L J r 1 <br />DIN 2021-157879 <br />A G�,L9 R=1168.00 463'48'01 "W 220.35' L10 <br />c� p=5'17'26" " L1ll N63'48'01"W(R) <br />L4 LS �6 L7 L8 L=107 85' R=83.00 X19'05 30 L=27.66 L1 130.00' <br />R=117.00' X19'05'28" L=38.98' <br />N64'48'16"W(R) 11 <br />PARCEL B CO LA <br />(PORTION) J <br />N <br />(4) M&c.n 00 <br />P 50) o <br />CENTRAL PARKWAY <br />46215, N4837'14" <br />w 7?6 3s,(T) <br />LOT 20 <br />6.55 ACt <br />48'01"W 45.00' <br />11'59"E 40.00' <br />3'48'01 "W 22.46' <br />,15 N2611'59"E(R) 7.00' <br />311.73' <br />�-C14 N63'48'01"W 446.09'(T) <br />4016'11 "E(R) <br />11'59"E 40.00' <br />18'01"W 25.00' <br />N64'42'07"W(R) <br />LOT 14 <br />SEE SHEET 16 <br />r <br />n <br />00 <br />rn <br />LO <br />w <br />LO <br />t <br />t0 <br />N <br />z <br />LOT 21 <br />LOT 8 <br />LOT 9 <br />00 <br />H <br />w <br />con <br />W <br />LA mmom, I is F <br />SHEET 7 OF 16 <br />
The URL can be used to link to this page
Your browser does not support the video tag.