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FULL PAVING SECTION FUTUR \ PLACE SW -42 SIGN <br />EDWARDS AVENUE (50'R/W) Centerline Construction JOHN et UX RELOCATE PP— 1 25' 125' 1 6'- 8"CM CHROWL et ux <br />0.20' A.C. OVER 0.50' A.B. o a <br />OVER 0.35' UME TRTD.SUBBASE a 5 North of Sec. Line I w I _ <br />SEE DETAIL "JE -3" SHT. 5 1 N ( ) (By PG & E) I 109 Thk. <br />( ) ^ M I� SU 89-24 12 -24 C.M.P. o I "'I I 18S PM -�22 <br /># i a I INV.=117.7 <br />N �, 1 1 M EDGE STRIPE per 1 i N <br />14,310 SF 9 C 10 1`IN Detail A206 Sht. 5 109" Thk.) NIM I <br />rn ® N M . I 1920 SF -Full Section (By County) <br />/`N� 8 REGRADE ROADSIDE DITCH TO 27.5' NORTH OF SECTION LINE (1 2141 F) o (Apx. 1,270 LF) 12 MATCH Ex.) W I I C) j [See Deferred Agmt w/ Chrowl]0 <br />66 --- 11 ------- 1� s �a 1 1 0 �� 9 9 0 ^ 9 9 _______ <br />N ��-1,.---- ->> F __ 20'x,1 DRAINAGE EASEMENT - ,�1------------�---- ----------------- 'NB ------------------- ---$ --------- ��� - N fisss'4s" w ---- <br />---------- ^ J <br />------------------------------ ------------- - <br />---------- <br />�- T <br />NEW 30 R W 10 PUE N 89'56'46" W N 89'56'46" W 331.04' NEW 30 R/�N T3 I i Ex. 30' R/{Y� <br />�..—..—..—..—. .—..—..—... —.. .—.._..�.. ..—..—..—..—..—..—..—..—.. ..—..—.. ..—.. ..—..—..—.. .. —..— —.. ..-- ----- ,._ GRADE TO DRAIN" <br />8 MP <br />o <br />�N4 10:1 Ta er >�5 —' <br />,, - + N - ----- ----- -- 331.65-y - ---------- — +-------- -- N----- irk 383.17 + 5 M1�— - - a N.88'54'00"W. �1. <br />W ��R C- in �� �EZ`710T� �� �1ti ` -.Q4' _ - - - HT1 0 e - `�1►61�-f --o H <br />LL1 ��9' N --- Ex. 20 R ----- �y9 ----- ��6 �----------- - �� ---------+ �l� - ------ -- - --- --- ,�d -Ex. t73 - ``p05 ----� N <br />NW---�\_----•----- <br />v-------..—,e•—..—..—..—�`,a—..—..—..-416— — —..—g``6,-------..-4``6,—..—..—..-4,` —..—..—.. 2 QNP �(0—$`��— -- — ..s ..—.. �1..—..—..—.. �1-. ; �\ �I <br />Ex. DRA/NAGE DITCH©� E\ �. v I � Ex. DITCH � TO REMAIN I / Fd. BRASS CAP n Mon. WELL <br />20' PUBLIC UTILITY &DRAINAGE EASEMENT <br />w---- I-------------------------------------�-a----------------------------------- \ _ <br />--------------------------------------------� ------ ® a'cx at the SE Ca. at the SEC. 16 <br />z fZ0K11VEEx. DITCH Ex. 20'R/W �I��I I Sta. = 60+00 e <br />(TO REMAIN) a °' 3 <br />99 99 Oi 90 9$ 96 ���I IJ y5 95 9k Im �1 3 \ Y <br />�I rl <br />13 ,wW o <br />qJj4 �h '0 ro (NOT A PART) _ �I BAGLIETTO + <br />i 20 I20 � 0 20 40 60 80 100 <br />ml I FRANK JOHN, et ux <br />(SEE SHT. 4) 2 <br />SCALE: <br />00 i___ 44 -r - , - T--�`� 4 -, --- - - - - , ._� �.� -. —..__ 44— --- - - - QIZ- -- - -- r _S4- 44 -, -_Bl 9Q - , r <br />1 T <br />f Q <br />122 t t 1 +� 1 $ .. 1 I j-122 <br />t Q t } t a - -- - <br />1 <br />I , 1 vT <br />k <br />t I <br />, - -- ------ -_ - -_ -- -- - ... .. i , 1 <br />- - _- - -- -- t. gDEf j <br />t1 � � -� T i __ � � <br />11 - <br />t _.�ATr <br />120 —�-- --- t97�wAnlr l } Noy SEc uNE <br />k <br />f I <br />120 <br />_-- t <br />} -'- ; MA <br />FX EP DRIFT' _700 i K .. - - _ E><t DiTCf } <br />: 6 NORTH OF E-0 WN UNE) + <br />j <br />118 — 118 <br />} _ 1 + _. _ _._ _... -- ---- -+— - - -+ -� --- - -- - -- - — — — — -- - - - - - - - - + -- �— -- <br />_ _ Tly �4i I INF; <br />: . .. is, CMP <br />(s�o - q01 urns _._ - ov< 4 is icMP - - �:' 1 <br />:.—:.� ... - -� r <br />6< -'- .. � <br />oijae_ _ .. _ .. _ -� ��� c®� ' INV 117:5. ("t .. 1;j67 <br />} i <br />- j - + - - - - - - - - --' I; I 116 <br />-� Q Ste., 59+ <br />! t} $F1&7 (N24 _CMP <br />114 1 <br />j}�p GtVIL fN <br />,NE. TUgN��'LF�� <br />C 0435 <br />Ld E. <br />111_ <br />a <br />` GF CAUF� <br />10/08/94 <br />JOB NO.: 91-10b <br />DESIGNED BY <br />(TURNER <br />DRAWN BY <br />B.GOULAN <br />CHECKED BY <br />(TURNER <br />SCAM <br />1 = 'v. <br />1"- H" <br />SHEET <br />3 <br />OF 5 SHEETS <br />SUTTON -TURNER ASSOC, <br />DESCRIPTION <br />NOTES: <br />PLAN & PROFILE <br />(n <br />LAND SURVEYING - CIVIL ENGINEERING <br />1. ROAD CONSTRUCTION PAST STATION 60+00 (CENTERLINE CAMPBELL ROAD) SHALL BE PERFORMED ONLY WITH THE <br />WRITTEN AUTHORIZATION OF GEORGE CHROWL, PROPERTY OWNER (Ph. 838-6359). SAID WORK IS SUBJECT TO <br />FOR <br />1433 LUCCHESI LANE 2319 RID VERDE DRIVE <br />THIS PLAN SHOWS THE PROPOSED WORK <br />DEFERRED AGREEMENTS RECORDED WITH THE COUNTY OF SAN BIDS FOR <br />AS INFORMATION ONLY, AND THE CONTRACTOR IS TO PROVIDE BIDS FOR SAID WORK AS AN OPTION ONLY. <br />EDWARDS AVE. (48+50 to 60N ) <br />® <br />Edge Stripping, lntx <br />Plan Check /2 <br />M❑DEST❑, CA 95351 RIVERBANK, CA 95367 <br />Ph. (209) 578-2866 Ph, (209) 869-4867 <br />IY <br />2. POWER POLE RELOCATION SHALL BE COORDINATED WITH P. G. do E. AND THE OWNER, STEVE JOHN at 838-2321. <br />3. REFER TO SHEET ONE AND FIVE FOR GENERAL NOTES AND PAVING STRUCTURAL SECTIONS. <br />4. AN ENCROACHMENT PERMIT WILL BE REQUIRED WITH THE COUNTY OF SAN JOAQUIN. <br />5. CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL PER THE PROJECT SPECIFICATIONS. <br />Intersection Details <br />SU#89+24 <br />6/16/9 <br />DATE: <br />/ RCE No: 435Co10 <br />Lot Line Adjustment <br />"WITHDRAWN"3/5/94 <br />ESCALON AREA, CALIFORNIA <br />1� <br />YADESIGN ENGINEER EXP DATE: <br />DESIGNED BY <br />(TURNER <br />DRAWN BY <br />B.GOULAN <br />CHECKED BY <br />(TURNER <br />SCAM <br />1 = 'v. <br />1"- H" <br />SHEET <br />3 <br />OF 5 SHEETS <br />NO. <br />DESCRIPTION <br />APPROVED BYPROA"E <br />(n <br />z <br />O <br />V) <br />® <br />Edge Stripping, lntx <br />Plan Check /2 <br />9/1/94 <br />IY <br />1W <br />m <br />Intersection Details <br />Plan Check X11 <br />6/16/9 <br />Lot Line Adjustment <br />"WITHDRAWN"3/5/94 <br />DESIGNED BY <br />(TURNER <br />DRAWN BY <br />B.GOULAN <br />CHECKED BY <br />(TURNER <br />SCAM <br />1 = 'v. <br />1"- H" <br />SHEET <br />3 <br />OF 5 SHEETS <br />