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4m~ r7A
<br /> 4PARCEL MAP
<br /> lel, rk T", !l :!
<br /> BEING A PORTION OF LOTS 15 AND 16
<br /> HEIGHTS COLONY
<br /> OF EASTERN
<br /> \ N 89006`04" E 498.67'
<br /> 241.06` 257.61
<br /> TRACT AND A PORTION OF THE
<br /> S. E. 1 4 OF SECTION 36, T. 2 N#j
<br /> R. 8 E. M* D. B. 6611�llllf.
<br /> San Joaquin Count
<br /> Z"
<br /> il),m, 9 1 f-l" PARCEL 1 PARCEL 2
<br /> 00 Collfom10
<br /> 1.93 ACRES 1.93 ACRES RANGE LINE & PA-04-00463
<br /> SHEET 2 OF 2 SHEETS
<br /> \ L0 � SECTION LINE DECEMBER, 2004
<br /> SCALE. 1" - 100' \ `��, `��'
<br /> N _ z z ��° ,�� DI ON & MURPHY
<br /> \ = o N�b ��
<br /> 1"a�os , S29 oo , ���' , �A , �� �' CONSULTING Cl VI L ENGINEERS
<br /> „�
<br /> g. (R) C5 �s ��°�� ,�,�' � ENGINEERING PLANNING SURVEYING
<br /> R�
<br /> C3 L4 - G .,�..-- ,�$ z
<br /> N25° � CZ �.�- N L9 C� . o L10 w
<br /> 1I o728,, C� COURT - �; __ -- a m MONUMENTS SET.
<br /> -- C N �g
<br /> r, -- C) �- 3/4" X 30' IRON ROD WITH CAP STAMPED LS 7269
<br /> -R-�. o AND SHOWN THUS , UNLESS OTHERWISE
<br /> G�5 _-- C10 L5 .� __1 cn V11 o SHALL BE
<br /> G1 ,,�' `'AR -- , �� �� C8 NOTED. MONUMENTS SHOWN ,
<br /> �` ��� 2- `z 3/4 X 30 IRON ROD WITH CAP STAMPED LS 7269
<br /> Do ° o . �, m
<br /> 07, �p U' na SET IN MONUMENT WELL (CENTERLINE MONUMENT),
<br /> �� cs� `SSS✓, �`� o �- .-
<br /> L2 �s o - �, PARCEL 3 ry
<br /> � `� EX. 10 P.U.E. _ �'AJ �- 1.93 ACRES BASIS OF BEARINGS .
<br /> PER (R1) THE EAST SECTION LINE OF SECTION 36, T. 2 N., R. 8 E.,
<br /> '�' PARCEL 4 WHICH BEARS N 01' 21' 50" W PER P.M. 21-65.
<br /> 50' ROAD R/Wzz N
<br /> 1.93 ACRES a
<br /> DEDICATIONLEGEND
<br /> ,n u7
<br /> \ LOLO �-
<br /> �n
<br /> O ® P.M. PARCEL MAP (R) RADIAL BEARING
<br /> r9, FD. FOUND M&P MAPS AND PLA TS
<br /> Q z z I.R. IRON ROD R.S. RECORD OF SURVEY
<br /> LINE TABLE2$1.18' 241.58' MON. MONUMENT (R1) P.M. 21--65
<br /> .--LO SEC. SECTION (R2) M.& P. 4--17
<br /> LINE BEARING DISTANCE N 89006'04" E 522.76' '� o COR. CORNER (R3) P.M. 12--178
<br /> L1 N 35059'42" W 90.00 T-- M MEASURED DA TA
<br /> -- o ( ) �---i-- FOUND 3/4 /R�ON ROD W/
<br /> L2 S 80059'42" E 28.28 z D.N. DOCUMENT NUMBER CAP STAMPED PLS 4124
<br /> L3 N 54000'18" E 70.00' B.O.B. BASIS OF BEARINGS PER (R1) UNLESS OTHERWISE
<br /> L4 N 89006'04" E 132.11' ,,/, NAPOTS NOT A PART OF THIS SUBDIVISION N0TED
<br /> L5 S 89006'04" W 132.11' NOTES
<br /> L6 S 54000'18" W 70.00'
<br /> L7 S 09°00'18" W 28.28' 1. ALL PERSONS PURCHASING LOTS WITHIN THE BOUNDARIES OF THIS APPROVED MAP
<br /> L8 S 54000'18" W 90.00' _>,N. ''` Irl, 1 f`J Z3 F7 SHOULD BE PREPARED TO ACCEPT THE INCONVENIENCES OR DISCOMFORTS ASSOCIATED
<br /> WITH AGRICULTURAL OPERATIONS OR ACTIVITIES, SUCH AS NOISE, ODORS, INSECTS, DUST
<br /> L9 S 89006'04" W 198.25 OR FUMES. SAN JOAQUIN COUNTY HAS DETERMINED THAT SUCH INCONVENIENCES OR
<br /> L10 S 89006'04" W 50.00' "DESIGNATED REMAINDER" DISCOMFORTS SHALL NOT BE CONSIDERED TO BE A NUISANCE.
<br /> L11 N 35059'42" W 45.00' \ ` 2. FOR FUTURE DEVELOPMENT OF "DESIGNATED REMAINDER", SERVICES SHALL BE PROVIDED
<br /> L12 N 35059'42" W 45.00' J'.M, I 1 \ IN ACCORDANCE WITH THE ADOPTED COUNTY DEVELOPMENT POLICIES FOR "DIVISION 11:
<br /> INFRASTRUCTURE STANDARDS AND REQUIREMENTS" OF THE SAN JOAQUIN COUNTY
<br /> \ \ EX. 10` P.U.E.
<br /> PER (R1} DEVELOPMENT TITLE.
<br /> CURVE TABLE 3. DRAINAGE FROM EACH PARCEL AND HALF OF NAVARRO COURT FRONTING IT SHALL BE
<br /> _ RETAINED ON---SITE BY A RETENTION BASIN (18-INCH MAXIMUM DEPTH). DRAINAGE FOR
<br /> CURVE LENGTH RADIUS DELTA CHORD EACH PARCEL SHALL BE CALCULATED BY A REGISTERED CIVIL ENGINEER OR AN ARCHITECT
<br /> Cl 132.81' 700.00' 10052'14" S 59026'25" E 132.61' PRIOR TO RELEASE OF BUILDING PERMIT.
<br /> C2 210.41' 700.00' 17°13'21" S 73029'13" W 209.62'
<br /> R.
<br /> C3 85.56' 700.00' 07°00'11" S 85035'59" W 85.51' S$5035'58"W R1 \\ e T.2N., R.BE. T.2N.,
<br /> W 24.34'
<br /> '' SEC. 36 SEC. 31
<br /> , , r, \ MIL_. L_C)N ISI)
<br /> C4 24.58' 50.00' 28°10'12" S 75000'58
<br /> C5 11.56 50.00 13014'22" S 54018'21 W 11.52, -
<br /> C6 96.12` 50.00' 110008129" N 77014'15" W 81.99'
<br /> TOWNSHIP LINE - COPPEROPOLI S ROAD �Y
<br /> C7 118.57' 50.00' 135052'29" N 45046'19" E 92.68` SITE
<br /> - - o
<br /> C8 14.66' 50.00' 16048'10" S 57053'27" E 14.61'
<br /> C9 36.14' 50.00' 41024'34" S 70011'39" E 35.361 00
<br /> --- N n-
<br /> " T. N., R. T. N., E. F
<br /> C10 104.19 650.00 09011'03" N 84030'32" E 104.08 L
<br /> r SEC. 1 L
<br /> SEC. 6
<br /> C11 293.96 650.00' 25054'43" S 66057'40" W 291.46r� CIOL ONY TRACH FID.
<br /> C12 428.78' 700.00' 35005'46" N 71033'11" E 422.11' SHER
<br /> FD. BOLT & WA
<br /> C13 36.14' 50.00' 41024'35" N 68023'47" E 35.36' \ AT SECTION CORNER (R1)
<br /> C14 229.35' 50.00' 262049'09" S 00053'56" E 75.00' CIOIDPL:ROPOI_I`_7 RDC
<br /> C15 398.15' 650.00' 35005'46" S 71033'11" W 391.96'
<br /> C16 413.47675.001 35005146" S 71033'11" W 407.03'
<br /> Vl CINI TY MAP
<br /> N.T.S. 0466
<br /> REFER TO MINOR SUBDIVISION APPLICATION PA-0400463 (D.D. SHEET NOS. 23 & 24)
<br />
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