Laserfiche WebLink
PARCEL <br /> i <br /> PARCEL I PA-0.2-211 <br /> SEI N6 A PORTION OF THE NORTWEST OUARTER OF <br /> PARCEL 2 SECTION I, T. I N., R. S E., M. D. 8. 4 M., <br /> t� �� <br /> r 1©' P.U.E. SAN JOAQU 11� COUNTY, CAL I PORN I A <br /> __._ SCALE I 100' SHEET 2 OF 2 SEPTEMBER, 2002 <br /> M. D. ,5. 4 M., \ � :; g 5.sa 00 55,�. 82.36 <br /> T. 2 N. R. a E. / v _ _ , — 5. 00° 0q'00" E. MON`E K. 5E I SEL * LAND 5Ui� YAR <br /> SEG. 35 SEC. 36 O F ROPOLI S RO f 5.89° 00'55°4 150:00' 2500' <br /> S.Sq° 00'55" `,"L 238.35' <br /> SEG. 2 �51`C. i---_ -- -------- -- ----- -- ------- - 18°�Ik, �", � <br /> \� In OASIS 0E MARINCGS: <br /> T. I N., I R. +5 E., S. � a ooiJu �V ' <br /> y FD. 5/4" REBAR IN MON. BOX THE BA515 OF sEARINGS of THIS SURVEY 15 THE VEST LINE OF <br /> AT SEG. COR. PER (RI) 3 \ 1 1o' P:U.E. 4 <br /> S THE NORTHWEST Q1IARTER 0>* SECTION i, T. i N., R. 8 E., M. D. B. M., <br /> WHICH BEAR5 N. 000 OQ' 0O" W.,PER PARCEL MAP,:BOOK 12, <br /> PARCEL �Q a� � PARCEL 4 PAGE 6i, SAN JOAOUIN COUNTY RECORDS. <br /> e z \ i�0 L <br /> o SET 3/4°x30" IRON PIPE W1TH PLUG STAMPED "L.5. 4124"i <br /> o FD. MONUMENT AS NOTED <br /> DETAIL <br /> SCALE:1"= FD. 3/4" IRON ROD STAMPED "L.5. 4124" PER P.M. 20-147 <br /> E CENTERLINE <br /> 1201 <br /> 5.J. CIO, SAN JOAGUIN COUNTY <br /> P.M. 20-147 M. I P. MAPS I PLATS <br /> P.M. PARCEL MAP <br /> \ S. LINE OF LOT 3 OF (R2) 1526.64' (K2) 132826'-- (RI) RECORD DATA PER P.M. 10-50 <br /> N. 6410 11' 51VI" E h45:38' <br /> (RZ) RECORD DATA PER M. 4 P. 5-I41 <br /> 664.88' <br /> 464:011j CUR\/ DATA <br /> 20.1`0 <br /> VELTA RAD1U5 LS46TH Noa BEARIN6 DISTANCE. <br /> RSL 40° 22' 03°' 55.00' qa:w S. 68° 4q' S3 r1.2.013 AG. 00 <br /> u�r io° oi- 26" so:oo' S.7' ' S. ° 3q' 36" W 8."14" <br /> IOq° 31' 2-7t1 50.00' 415.58' N. 660 53' se"'A. 51.65, <br /> `~ O 5EE DETAILir <br /> 25, P.U.E. _ r`r- 101° 311' 15" 50.00' 88.171' N. 3q° 01' 22" E. 71.52' <br /> - 62.36` p r- PROPOSED 50'PRIVATE ROAD U ���, 3Q 51, 551, 50.0034:50 5. '700 23' 01 33,82 <br /> p i FIRE APPAR13TU5 AGGE59 ��. ° „ ° , " <br /> © 10 RUE. � 40 22 03 55.00 38.75 S. '70 48 03 E. 3'7.415 <br /> i�ARC ' 4 C) ROAD,NOT CREATED BY THIS MAP. 1025.00' - <br /> CX^X <br /> o i n _� _� —__ -- --- —. �� f o f u , o u <br /> � S. �_2°O.�.o��_� � -- ---- ---- --- ----- 2 3 � 5' 260 44 06 SO.00 . 22-7:54 .5. 000 541' 05 <br /> 2.010 AC. 0 _ _ --- - -- -- — — — <br /> 150.00' 115.24' - ' J _ '75g''7b _ __ _ ___ -_ ._ 1. PURSUANT TO SECTION 66411.1 OF THE GOVERNMENT CODE OF CALIFORNIA, <br /> 25CI 35' _ - _ _ -.^�_i - — --- I CUANER IS TO INSTALL ALL IMPROVEMENTS AS REOUIRED By COUNTY <br /> Odi y, ° pQ'S5" IN.-JI 8687` J -- PLANNING DIVISION MINOR 5uf3DIV151DN APPLICATION NO. PA•-02-211, <br /> � _ 25:00 - -- APPROVED SEPTEMBER 22, 2002, PRIOR 'f O THE ISSUANCE OF THE <br /> 5 \� ROSE CLOVER LANE <br /> i I OCCUPANCY PERMIT. <br /> 2 \ � Io' P:u:E.-' (PRIVATE ROAD) So' P.U.B. ---� � <br /> \ (J 2. DRAINAGE FROM EACH PARCEL SHALL BE RETAINED ON-SITE BY A <br /> 25, PuE.� ,) - RETENTION BASIN (18-INCH MAXIMUM DEPTH). DRAINAGE FOR EACH PARCEL <br /> m \ SHALL BE CALCULATED PRIOR TO RELEASE OF BUILDING PERMIT. <br /> \ 3. ALL STRUCTURES CONSTRUCTED ON PARCEL5 I, 2, 3, AND 4 IN <br /> ADDITION <br /> FARC EL 3 PARCEL �# � o m <br /> uj <br /> TO THE vE51GNATED REMAINDER SHALL BE ELEVATED 2 FEi=T ABOVE <br /> THE HIGHE5T GRADE ADJACENT TO THE STRUCTURE. <br /> ry 2.000 AG. 2.000 AC. <br /> 4 I 4. THE PRIVATE ROAD, EASEMENTS AND STREET LI6HT SHALL BE MAINTAINED <br /> BY THE OWNERS OF THE PARCELS SHOAN ON THIS MAP PURSUANT TO SECTION 645 <br /> OF THE CALIFORNIA CIVIL CODE. <br /> � <br /> O ", FD. SPIKE AT 1/4 SEG. <br /> -CO 5. 8°f 00 55 N. 30.00'- <br /> 60.00' 1 COR. PER P.M. 20-14"1 <br /> 74010 <br /> 330.00' 23q.35 3��O:I4' <br /> 1550.11, (RI) 1530.60' (R2) 1330.05' - 1/4 SEG. LINE <br /> \ 5320.16` (RI) 5522.40' (R2) 5321✓0` PER R.S. 25-118 5520:1 ` <br /> 5. Mo 0O' 55" W. 5. Mo 00' 40" W. fRI) <br /> \` FD. 5/4"IRON RON ROD <br /> AT 1/4 SEG. COR. (RI) <br /> 02ogi PM2 <br /> I'. I I��III��IIII IIiII�III I'I�I ILII III�IIII III�I�II III IIII ?e�£$�49�©e�a isF <br />