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RIW
<br /> Conr>`'
<br /> L //"ifs of C/el f Grubbing Li om'.0s of C/eariny{ Grubbing
<br /> Yar iob/e 97r io b/e
<br /> BYoriab/e Yorlob/e � e � X= 3' Stv60,400 to -Sta. 64,&
<br /> Retr � hX= 7' 517. 67�62 fo S77. 74000
<br /> Sh/d dto /s /2'Tovea /2'Tivve/Lone /2'MedivLoe — + Lad �
<br /> cisf
<br /> R/ly R/f'1/
<br /> Yoriob/e —/�ariob/e 47�,4
<br /> to exist. 'P. -Se �,6af4d),ii zhy., L r�'t liar
<br /> 2Y_ X 3B' 6'
<br /> 0.50'X.C.Dine Tyoe A
<br /> I
<br /> Exist. R000wra.y ✓ 61.45;4.0.Base 025'
<br /> . A.C.Bose d90 or.
<br /> RWASE / (Constructiw7 Lim/t ) `os
<br /> TYPICAL SECT/ON A a`
<br /> SAi. 60,&00 to Sto. 6-sl
<br /> SHOULDER DETA/L / : SF*01/LDER DETi4/L .�
<br /> RIW Riw
<br /> Const
<br /> Limits of C/eorirsg ¢ rirubbirJg - --�� Liirsits of C/eoriis9 �+ Giubbin9 �`
<br /> Yoriob/e Jbriob/e G
<br /> Refer to e, 30' • 30' 8' Refer to �,` CO/7Sf
<br /> Sh/off detoas Sh/d. Jahr;/s
<br /> —/2'Trore/Lade —. ��/2'TJore/ Lone —,.- -/2'Medion,COne - —/2'77ore/Lone + /2'73nre/ Lade const ,Q/Il/ Raw
<br /> aye 0.35'X.C. Yar. A.C. Bose 2 y Q35:4.C. `or 4 2 6'
<br /> .3B
<br /> will
<br /> _ _ 3
<br /> 7
<br /> EVigt ConC. oremant 015:9!0.Bose+0. I d% 2
<br /> PHASE / (COr/S7t/7/CtiO/7 Limit) 25
<br /> to #-emahr1i7p/oee. OBO A.C.Bose I �dr 050 'A.G
<br /> TYPICAL SECT/ON B
<br /> SV. 67,&62 7'6 Sta. 72x00
<br /> Sfo•• /09,t 50 to .5761 //2v76
<br /> SHOUL DER DETAIL 2 TE IAWARY SHOULDER DETA/L
<br /> Soe /Vote #-.,L
<br /> R/w Ca st. R/W
<br /> Liirsits of Georiay f Gwbbin9 Limits of C/eiorirsy f61-udbi79
<br /> DES/SN DES/GNAT/ON S110UL DER SCARE DULE
<br /> l�riob/e • /f�riab/e L OC4 T/ON TYP/CAL ECT LEFT R/G//T
<br /> Refer to Re,9er t,o ADT (B/) _ /4,600 D = 60%
<br /> stilb,. dtto is a 30 30 6 ah/O,. o ro:/s A D T 11 = 22,000 T = 5/ SA7. 60100 to 64.A62 A
<br /> 066; a 4e3 /2' 77ave/ L ane iiI /2' T1»re/ Lone - —/2'Med.or, cone —v- —/P'T/orr/ Lome DN V = 2)420 V = 60 671 FaZ 7b 72,&00
<br /> *2 % y a3s'A.c'. O eo'
<br /> .�-�- 72700 to 74f00 C
<br /> 74YLOO to 63,&00 C 3 3
<br /> PI/i4SE / (Construction limit) a-0i0&We a25' 63100 7b 99,&00 D 3 3
<br /> oQ0 .4.0.Bose 99100 7b /09,&50 D 2 2
<br /> TYPIC-41. SECTIO/V C /09,450 to /12,&•76 ,B 2 2
<br /> Std. 72100 to Sta. 63ti //2f78 to //6,&00 E
<br /> RIW GENERAL NOTES
<br /> Coast. ✓. UT/L/T/ES
<br /> Liasits of CRwriny € Grubbing Li/nits of Ckwring fGrubbiny� LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE, EXACT LOCATIONS SHOULD BE 1/ERIFIED
<br /> Ifiriob/e Por/ob/e W/TH THE OWNER OF THE FA C11-/T/ES PR/OR TO WORKING IN THE AREA.
<br /> 30 30 d' 'fir
<br /> 2. ORDER OF WORK
<br /> Sh�f7! af�bi/Q
<br /> /2'77»re/ Lode —0F 1.e,27 1.V/ Lone — -/2'Median Lone _*-_i -/2•77evei _ftw�/2'T7vre/Lone PHASE I -EXISTING ROADWAY SHALL REMAIN /NPLACE UNTIL Plwr I /S COMPLETE
<br /> 0 = _ 2% 2_�e as5'.4•c. aA o' THROUGH THE LEVELING COURSE OFASPNALT CONCR9Tk'.
<br /> PNASE II -UPON COMPLETION OF PHASE I ) THE TRAFFIC SHALL BE ROUTED ON THE
<br /> SECTION CONSTRUCTED UNDERPRASE I AND THE REMAINING PORTIONS
<br /> PHASE / (CO/73trUCt%O/7 Limit) /2' //5' aengcBose Ac eos�e OF THE PROJECT SHALL THEN BE COMPLETED.
<br /> TYPICA L SE C TION AO 3. TEMPORARY SHOULDERS
<br /> Stn: 63,&00 to SA0 /O 750 THE LEFT'SlIOULDER 16r4 74AOC-STA. 79,&25) CONSTRUCTED UNDER Pf 111 I SHALL CONFORM
<br /> TO TfIE TEMPORARY SHOULDERDETAIL. BEFORE PROJECT COMPICET/ON, THE PAVEMENT
<br /> SHALL BE REMOVED AND TNF SHOULDER SHALL BE REGRADED TO CONFORM TO TME SHOULDER
<br /> Dill # 3. PAYMENT FOR THIS WORK SHALL BE CONSIDERED /NiED /N TME VARIOUS
<br /> RIW Cans f. R/W COA17RACT ITEMS OF WORK.
<br /> Liirn/ts of C/wo /ny a Grubbing •}f I-Imits of Clearing f Grubbiriy 4• EARTHWORK
<br /> �briob/e roriob/e ROADWAY EXCAVATION QUANT/TIES SHOWN ON THE PLAN AND PROFILE SHEETS CONFORM TO
<br /> ill 4UANT/TIES FOR SCNEDULE A . ROADWAY EXCAVATION OUANTI TIES FOR SCHEDULE S ARE
<br /> 6' variob/e .90 a f' SHOWN IN THE CONS TRUC TION NO TES ON SHEET 04. TYPICAL SECT/ONS SHOWN ON CROSS-
<br /> 0.35'X.0. 2 �O 0.35;9.0. 6160'
<br /> SECT/ONS ARE OF SCHEDULE A.
<br /> C A.C. ease PORTABLE DELINEAMRS
<br /> Exist A.C. SC Cao .470e41 ent Qw, C.Boat+ ass' THE SPAC/NCQ ,BETWEEN DELINEATORS SHALL NOT EXCEED 50FEET ON TAr'��'I�!�
<br /> a BO A.C.Base //6' to remain in ,o/acv . A.C. Bore
<br /> NOTE.' Rtftr �b P.bn 4Prafi%e Sheets
<br /> .oAll / (CWSt,*V 7`/O!7 ,[// 1 t) #8 t' 9 for /ocbtiart o/Riving widths. ��
<br /> NOTES: 7XVICAL SECTIO/V E
<br /> station 76,-00 to Starion /a'74e0 )-etre.- to Sea //2,&78 to sea //6,&00 � `1h
<br /> Abn 0 ~Ile S/AVAS 0-6- 1b 6 for /aCatiarls C RE.
<br /> of 2% Fu// Supert/eratiorn Area ¢' Tiansa:ans. R :Y
<br /> 0 B' .R7red Shou/der Cross- slope shall be -2% Nth CHAR&E. , /�
<br /> throughout Supere%ration Area.
<br /> DATE 1971
<br /> „F
<br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATECOUNTY OF SAN JOAQU I N SCALE: NONE SCHEDULE A PROJECT W1 SON WA / SHEE
<br /> NO.T SHEETOTALTS
<br /> 7 r� 6 �� 6 ,.�,,, ,. t `���, 7V'.S.7va,►d� Rf 9338 7/ TYPICAL SECT/ONS
<br /> 2 10
<br />
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