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.. ("FUTURE") ' + p ,A' <br />a 20' 25' 131 JOHN et UX "- CAMPBELL ROAD \ � \2° ,� (45' R/YY) FULL STRUCTURAL SECTION F� <br />"CATON DAIRY" 3 o wl� IPI 19 SU 89-24 w N \� s \I u 0.20' A.C. OVER 0.40' A.B. <br />1� `- q) oD I # I o 20' DRAINAGE EASEMENT o�� 1 OVER 0.40' LIME TRTD. SUB -BASE <br />"HIGH GROUND" O a3 0 I N 1;n 1 o M 40' WIDE O.I.D. „ <br />W IN1 `ol N (BY SEPERATE DOCUMENT) "HIRSCHFELD" 1 ` 1 O I� (SEE DETAIL JC -1" SHT. 5) <br />> _ 8 412 SF m ® w I <br />M ° 1 I�1 PR/�A7F 30" Diom. P/PEL/NE o o,l M q PIPELINE ESMT. cL 1 cD n 4 2232 LF EDGE STRIPE ' I w <br />+M1+9 °i °�° I I \+° \M1+' 2T LT. TO BE RELOCATED��\? 0D +M1\" M1\s 1 $ 1� 1- "t 12' +Left 17 1 6 <br />j3 +- - - to - + +ti 1 1 1 . 49.55 \M1`' \T• q+• + a +° q q r� <br />N w;l ISI (BY OTHERS) v 1 + \M1' 0) � `M1. \� +�O• <br />(PROTECT) N W " 1 tib^ ary o 1 / PUMPIHOUSE RR S ike 1973-A" m ,7Ln <br />0 Ex 12"RCP 3I l- N44'31'25'E_27_92'_ _-__- T BOX=129..4 Ippc. I• u� p g Vi REGRADE ROADSIDE DITCH (22.5' RT.) rn N <br />o I m -------------- -- o E/.=122.57 N m M <br />n1---------- I 160 LF. x. 1 . <br />--------------- <br />Q f0' a1 1-----------------,---------- ---------- ----------------b----- -------- -- --- N�v1 2. AP �® 352.02 p <br />10 Ex. 20' R/W A A _ _L-- N 01 12 42" W 307.01' 352.02' O.I.D. ESMT T3 10' PUE TYPICAL NEW 25' R W rqo In* Leml 20'Rr. -4 <br />w- .. - .. - .. - .. - . - . - - .. - .. - .. - -- - ----------r <br />_yT 707 <br />�. , �. _ - <br />11 1 TAPER s i R f F s i �w f w s v T1s s+ a a s y a a F n / 1 a s a �/s Js tL rG .4J' LF t. s s L 4 u+ vNai a o- t�-� s w. `a s .tis --,�� ---- `M1 IP i!) <br />N 01'18'03" W c� 3f j 3� to. + + + \ + `f.. _ O <br />{ 38 +� _ _ 352.03' _39 +q I I 1 41� a2 352.03 1' + -1' N <br />- 3 35 352.03 36 + 5 + J <br />2641.0--�--�- --+1 • - -- - -- - -- -- +. -- ----�--r - \E� -- +� -- 4 -- __ 45+ _ 352.03' 46 M1 --- q <br />W o --- q---- q 93 9° oA o-� + + <br />N y -+-----------aq+------+--r--------------------+q+- ---- --��1+------------ r ---- 1 --- q -------- 1M1 d A+ + ib N 01.1242" W + + m <br />W \ 0 ° -- 1 �q `° 1 �q 6. .. + AC Dirt' �- \�--------4. .. .. ...... �\ � �I---------+�•---q-- �+---�-- ---- dry+---t�---------+�-- �---------.+.. -- 6----- -� �S5 O <br />IY Ex. 20' R/W + 10' + H 18 PROP + �' + + + + s6rw' + e Top /irg. Lerre + Ex. 20' R/W + + 10. + 5 W <br />I- I I �) I N 01 *12'42" W W <br />I Fd. Co.. MON WELL 4 1 1 1 I Ex. ROADSIDE DITCH 2662.17 to Sec. Cor. u <br />Z1 a, AT 1/4 CORNER 4; I "Grave/ Area" I I <br />I z_ <br />OJ `q `q h +M1`` +�`' ry i +M1\ry +M1`?� {�° �I \�+ +�a J o <br />"SORRENTI" F0 <br />(0 0 20 40 60 80 100 <br />o� <br />SCALE: <br />32}00 33}00 34}00 35}00 36}00 37+00 38}00 39+00 I 40+00 41}00 42}00 43100 44{00 45+00 46}00 _ I <br />MI <br />9a MI oo El aee� �i. z OR reef w I w <br />124 OR/G/NAL GROUND 50' WEST + w+ e l e%0 �� 100 f J I B z o <br />OF SECTION L/NE 7j 0 <br />M Z I M Velli (oQ;'' 1� �t fti `O �� 1ti� I 1 + � _ <br />. 9 SIM I� <br />Y I o � Ex. CENT£R LANE PROFILE '� Lu La w <br />I O1 N <br />122 \ _ �� �� _ ��- _ _0-1 <br />-- - _-------_----_-------_----- I - _-------- ------------- - - - <br />---------- - - -------- - - 122 <br />L- _ _-- - - - - - -�L _ - _ J �- - - _- - - -.:- .: - ---------------------_----_-_�_-- _----_- - - <br />ORIGINAL GROUND 50' EAST _ _ - _ _ <br />OF SECTION LINE- _ --�L.- .. _ ., - - - - - - .. _ ------------------------------ <br />--T.. <br />120 <br />D+Zr Ex. ROADS/DE DITCH FZOWL/NE (WEST S/DE) <br />Ic �0 `8e ,�i (REGRADE TO 22.5' Lt. 0 S=.0010.) 5 •>c� ZOR/G/NAL GROUND 50' EAST 120 <br />\ti�8ey Ve : C�hT I Ex. DIAN fZOML/NE WEST SIDE REGRADE ROADSIDE DITCH ® 1 0+ OF SECTION LINE <br />3 ft �• Ex. EDGE PAVEMENT (HEST SIDE) ( ) (To 22.5' Left at S=.0014 T +�0"'+de ell <br />(at 16'Le1f) �') �S, V <br />118 EXISTING Ar DID :PIPELINE 1 1 8 <br />CONTRACTOR TO PROTECT <br />(SEE 1986 OID PLANS, t ' <br />= Sht. 7, P-4020) <br />(45' I \/rY) FULL STRUCTURAL SECTION JOHN et UX CAMPBELL ROAD p d ( 1 0' 1 \/W) IN# 86084138 20' DRAINAGE EASEMENT - i (SEE SHOT. 3)I 20' DRAINAGE ESMT. <br />I 0.20' A.C. OVER 0.40' A.B. (SU# 89-24) I 3 (BY SEPERATE DOCUMENT) I I I I I I� I <br />w OVER 0.40 LIME TRTD. SUB -BASE w EDGE STRIPE I NOTA PART m® I I I ISI <br />(SEE DETAIL JC -1" SHT. 5) I (12' Left) m® z I W N to I I liol <br />n N n I N W 4.10 Ac. GROSS IW I IN <br />- 16 q 9 737 SF m® H A k k l I I' <br />+%°• \ O I N \'LD•q 5� \�,9 1 `�\w- <br />\M1+0 "iNn \ I N ,fib 1 'i• +A \qq I `qq v qb q5 5 \\9 " I W I W I A I ro <br />I + + \+ 0' \+q' EXTEND Ex. 24 RCP I p; I I 12 <br />COI o N M F& g I� 'h RELOCATE POWER POLES (MATCH FLOWLINES) I j � I Z� <br />N cn n N REGRADE ROADSIDE DITCHN In + PER P.G.&E. REQUIREMENTS I l 10' PUE 1 <br />n --c ---- -------------------I-------- o--------------------- o I (TO 22.5 LEFT)® �� �" (TYPICAL OF 2) h I W ++8 <br />--r ----- ------ - --- -- - o--- - ---- ---- ---- - Ex. 30" RCP 1 <br />W 352.02 - .. - .. - N 01'12 4 I 1N#� I I II - - - -- 1 ----^ <br />- - - .-..- --.._..- - .-. -..- k': s` _' - - -t' _ _ M1 ®3 3 „ Ex. 20R/W 3 169 v/ I FUTURE 25' 2°5_R W�� <br />., _. _ _ _ <br />a 1 3 <br />GRADE TO DRAIN INV 184 <br />ON EP----,-- _-._............-a ...[.«. ti:. s..�.F. n.. e....._. .-....-.�_...s .s. s. <n. s---.-_.-._.- _.. _.......-L\a:..t,.c..c.s..�/...,.- x ...r..F.t ...c. -!':i.. a.c-.s.- .�.� -.w -s-.-�..a �-a: s. a. .-.�_ _..i-I-.rw-s -.c 'a. a. L. v.�._...-�+.--..:..-/ '::CJs:4.. .. _. \9•- -------- iq-------- ...q{ \q. .. ..: ...a +g. _ \�. �- _•._ C{.. ��'L <br />M 352.03 a� M1 aj a� ag` 352.03 SAWCUT EDGE + \�---,---------------� ---i- I R + <br />_^� Sd 51• 5� 352.02'5 5� q APER 5� q Q ` 550.00' `fie +�------7 I(RELOCATE) <br />\ ---� --�- \M1 -- - -- -M1 -- -- +� -- -- +1 -- -- M1° + \1 I-1327.41' M <br />-- ,------ �.- {t1----*-- --------- - +-- ---- + _ _ o`_ __o ____ 1 S01'27'30"E <br />EP \ q .. _ - .\. _ _- _ \ "�l`--------- +�-- ---------�+•------------�. M1+--------- --------- +-- -- - I 1 LL <br />W + e �,. ---- o \q_. -- \ 1q +q. A 1q. _ ... \ ..+�f ...} +.A..\ ... - ..\q... il...+3-----. +f.. S`!.E EP ----� I <br />W „ + Dwy ` Dwy + Fp Dwy + Dwy + + \ \ + + + + + + + x ----- <br />V) N 01'1242 W 2662.17' �T- <br />RELOCATE 18" RCP i / FUTURE 25' R/W <br />N M g INV.=116.6 I I <br />W R H N 1 (TO 22.5' LEFT) m� Ex. 30" RCP ) m <br />�$m� �' �& I Fd. BRASS CAP AT <br />�. + "CHROWL" <br />e e e A 18 -PM -122 <br />+ +�O• M1 + o A g j A NE Cor. SEC. 21 <br />"SORRENTI" + "CLINE" I „ NIP %N9 09 \+q <br />Q I BAGLIETTO, et ux f /fir* N I hl I_ s <br />I I 0 20 40 60 80 100 <br />• r�r ' % 0.• W 20 30' W <br />46+00 47+00 48+00 49+00 50+00 51 +00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 SCALE: <br />122 <br />120 <br />p-, e �1 <br />'085;5 Ve <br />lti1"• <br />118 <br />L4 3 <br />I wch 314M Wlu+1i <br />+ 1 zl+ r--: 4iln <br />(D a �r Joy <br />of al nl1_i n <br />En o 0I a <br />ORIGINAL GROUND 50 M£ST a o I o <br />OF SECnoN LINE -I a R I <br />I Ex. CENTERLINE PROFILE <br />---------C--- ------------------------_--------- ------ I - - <br />- - - - - - ------------------------ - - ----------------- -------------------------- <br />EAST OF SEC776W L/NE 1Ex. EDGE PAI�EM£NT (WEST SIDE) <br />(at 16' Le <br />Ex. DITCH fZ 6' Left) (WEST SIDE) <br />ROADSIDE DITCH -& <br />: <br />, <br />SUTTON -TURNER ASSOC. <br />LAND SURVEYING - CIVIL ENGINEERING <br />1433 LUCCHESI LANE 2319 RI❑ VERDE DRIVE <br />M❑DEST❑, CA 95351 RIVERBANK, CA 95367 <br />Ph. (209) 578-2866 Ph. (209) 869-4867 <br />I YI <br />jo 00 <br />NO. <br />10 �jdv <br />J�Io <br />+c <br />� z' ° <br />f� <br />I� v <br />QOI° <br />t� <br />+ I I <br />N <br />I rQoa <br />_--------_---- -------------------------_------_-------- <br />GRADE TO DRAIN <br />- - - - --- _ _ -- - - _ _ _ _ _ <br />(To 22.5 Left at S=.0014 Typ.) 1 <br />119.50 Inv ; <br />18" RCP <br />54+24 50 LF - 18 RCP - <br />: at Slope=0.04 <br />NOTES: <br />1. CONTRACTOR TO CONTACT O.I.D. PRIOR TO ANY WORK AROUND THEIR FACILITIES. <br />2. POWER POLES TO BE RELOCATED AS PER P.G. & E. REQUIREMENTS (Typ. of 12). <br />3. PAVING SECTIONS AS PER DETAIL ON SHEET 1, HEAVY CLAY SOILS SHALL BE <br />REMOVED AND REPLACED WITH SANDY MATERIAL (FROM KENNEDY ROAD). <br />ALTERNATE PAVING SECTIONS SHALL BE COORDINATED WITH THE SOILS ENGINEER <br />AND THE COUNTY OF SAN JOAQUIN. <br />4. CONTACT UNDERGROUND SERVICE ALERT PRIOR TO ANY WORK PERFORMANCE. <br />5. AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ROAD WORK. <br />6. A MIN. 8' WIDE LIME TREATED SUB -BASE UNDER NEW PAVING/ SHOULDER AREAS. <br />119.30 Inv. II <br />18" RCP Ex. DITCH fZOWL/NE (#SST SIDE))-/� I <br />54+74 (16f• Lt. - To Remain) �\ <br />Ex. 36" RCP �u <br />to Remain <br />PLAN & PROFILE <br />FOR <br />CAMPBELL Rd. (320*j to 54+50) <br />SU #89-�24 <br />M-KiWN <br />CALIFORNIA <br />DESIGN ENGINEER <br />RCE NO: 4: DXf <br />EXP DATE: CFI301% <br />V) <br />z <br />O <br />0 <br />W <br />Of <br />1 � <br />I<4 <br />DESIGNED BY <br />J.TURNER <br />DRAWN BY <br />B.GOULAN <br />CHECKED BY <br />J.TURNER <br />SCALE <br />l - , <br />V. <br />1"=50'H. <br />122 <br />120 <br />118 <br />10/08/94 <br />JOB NO.: 91-10b <br />SHEET <br />1,14 . <br />OF 5 SHEETS <br />NO. <br />DESCRIPTION <br />COUNTY <br />APPROVED BYPRO ATE <br />Thorty orl WeII <br />OAA. Board <br />Z•7.95 <br />n <br />LLQ <br />16' Wide Pavement <br />Plan Ck#2 <br />9/01 <br />LimeTrtmt, RCP <br />Plan Ck#1 <br />6 16 <br />DESIGNED BY <br />J.TURNER <br />DRAWN BY <br />B.GOULAN <br />CHECKED BY <br />J.TURNER <br />SCALE <br />l - , <br />V. <br />1"=50'H. <br />122 <br />120 <br />118 <br />10/08/94 <br />JOB NO.: 91-10b <br />SHEET <br />1,14 . <br />OF 5 SHEETS <br />