|
R/W C017SA R101
<br /> L i/niJs of C/eariisg �` GruDbiny L:rsas of C/eoring� Grubbing
<br /> Yar iob Xz
<br /> Refer to Remi to X= 7' /0. 60774 2 >b S o. 74,00
<br /> Sh/d. de/rsi/s e {'oriab/e ✓oriab/t B
<br /> /2' 73ove/Lose . - /2'Th�re/Lone - +��- /2'Me7ion Lo/�e - - /2'7f»✓NLone —. /Z'rivre/ Lone Cons7` 191141 Conslf R/j�/
<br /> {+ Yariab/e — Yoriob/e C=0.35
<br /> to exist E.P. �3 .91�n�PiwSk Sfi1 I
<br /> 2%v
<br /> -� ~— - - -- -- - - -- ___— C 0.60.. 38' 6' Vqr. /
<br /> - - 0.50"1CAO.'*eTypeA �
<br /> Exist. Roodway 045:4,0.Bose
<br /> Q
<br /> 0.80' 0.25'A.C. Bost ic % vos- � r
<br /> PHASE / jlConstructior! limit )
<br /> TYP/CAL SEMON A-/ ,�-
<br /> Sta. 60,c 00 rb Sta. 64f B2
<br /> SHOUL PER DETAIL / SIyO!/LDER DETA/L .3
<br /> RIW R/w
<br /> C01I
<br /> Z."w";ts of C/eor/ng 0' Grubdirjg Limits of c'60.riisg �'Grubbiny
<br /> Yoriab/e � * if7rivb/e
<br /> Refer 110 , Rer, �r ro 00/1 S
<br /> Sh/d. debi/s B 30 30. B Sh/d. dI
<br /> /2'Trore/Lane - /2'Trore1 Lone -��+- /2'Medio .Zmw 12'7,—are/lane -/2'71Vre/Lane CGY7St fj/ly R/W
<br /> I
<br /> /o't /O t Ll/a9 ¢' 2' 6 ' 38'
<br /> 2 g, 1 Ihr• A.C. Bo&e2� 0.,40AC
<br /> .. - ° • .' ::.e . o - 0.95:4.0. /
<br /> 000. ... ..0.., , .. ;e• o °. - -- .► 0./SA.C•
<br /> 20
<br /> Ex/s/ Corer: Rlre1I t 0..85%4.8 0�'AB C�% Y. or• e _
<br /> PHASE / ('CoI,SfYUC f l on L I'm1 t) to remain in PAI. /.25 r ' 5 '
<br /> 0.50 A.B.
<br /> _TY8/CAL SECT/ON e-/
<br /> Sha. 67162 000 Stn 727400
<br /> 51'a 109f50 to Sfo. I/2f 76
<br /> SHOUL AER DETAIL 2 TEMPOWIRY SMOUL DER DETAIL
<br /> See /1010 # 3
<br /> R/jv Const. R/ty
<br /> IF Limits of C/satiny e Grubbing Limits of C✓ebr/ng rGiubbiny DES/&V qE'S/GNAT9011 SI-1041L DER S+Cf1ED11L E
<br /> ybr/ob/e * /briab/e LEFT RIG
<br /> 11 TYP/CAL SECT/ON HT
<br /> Refer to �r yb ADT �B/) _ /4,800 D = (50% LOCA
<br /> said. demi/s e e 190/0. 00717i/s A D T t9/) = 22,000 T = 5/ Sfo 60 00 �0 64182 A-/
<br /> /2'Tro✓e/ Lane -► /2" n wre/ Lone - - /2'Mediar0 Lone -i�+- /z'Tf»ve/.Cone - + /z' rh�re/Lone D/I V = ,2420 V = 60
<br /> 67t 62 to 72f00 B-/
<br /> 2-!b 0.40 A.C. /y) .y. �J /�/'�
<br /> o •- o a_ • v •�e e - a • e ° ' e 4. - • .� e 727fW 7`0. 74100 C-/ / 1
<br /> C_ R C u e Sy
<br /> •.. . .°�: ••:s.• a 6. : o
<br /> O.... ..
<br /> /5 C.
<br /> ',4
<br /> •: ' --� -.•. �'• ..• . . 741010 r`o B.3t00 C-/ 3 3
<br /> • O ,.o :°. ',�. �' b ' •0..• U: •:•, o•
<br /> 63
<br /> ,400 710 997400 40-/ 3 3
<br /> Pf/ASE /('Construction! L✓mit /2s 0.85 ,4.B. o.so'A-e . 9910107%0 /09f50 D-1 2 2
<br /> TYPICAL SF'CT/ON C-/ /097,50 To //2f76 ®-/ 2 2
<br /> Sta. 72,A00 7b Sto 83-A00 /12,, 78 to 1/6100 E-/
<br /> a
<br /> R/w � ,Q,,Y GENERAL NOTES:
<br /> COrJst. /. UTIL/T/ES
<br /> Limis'r of CYooring ¢'Grubbing firs%fs of C/taring �Grubbiry LOC 7-IONS SHOWN ON THE PLANS ARE APPROX/MATE EXACT LOCATIONS SHOULD BE VERIFIED
<br /> Yoriob/e ► • Yoriob/e W/TH THE OWNER OF THE FAC/L/ T/ES PRIOR TO WORK/NO 0V7`11.AREA.
<br /> Sh/d�rd rb//s B 30' 30' B. Res@r to
<br /> .srI de0b./s 2. ORDER OF WORK
<br /> /2' more/ Lone — /2' 7sore/ .Lane -+-/2' Mesion Lone -4-112, Trove/ Laae - 4w--1e'T.vrd Lane PHASE I -EXIST//VG ROAD WAY SHAL L REMAIN IN PLACE UNTIL PHASE I /S CONIPL ETE
<br /> 2 230 0.40'A. C• 0.65'A.B. 0.5oIx.B THROUGH THE L EVEL ING COURSE OFASPHAL T CONCRETE.
<br /> PHASE II - UPON COMPLETION OF PHASE I , 7"17 RAFFIC SHAL L dE ROUTED ON THE
<br /> _ e . • ° . i
<br /> O./5'A.C.
<br /> ° • ° SECTION CONSTRUCTED UNDER PHASE I AND THE REMAINING PORTIONS
<br /> ••
<br /> 2..50' 0.50 ,4& 0A" THE PROL/ECT SHALL THEN BE COMPLTED
<br /> E .
<br /> PHA SEI (ConStructior7 411M1t) 12' /46'A,s, 3. TEMPORARY SHOULDERS
<br /> TYPIC,41. SECTION D- 1 T/IE LEFT SMOULDER ('STA. 74t0o- STA. 79425) CONSTRUCTED UNDER pHASE I SHALL CONFORM
<br /> TO THE TEMPORARY SHOULDER DETAIL . BEFORE PROJECT co"A� ET/ON, THE P.4AHA- NT
<br /> Slb. 83 00 710 Sta. 109,:50 SHALL BE RENbVED AND THE SWULDEI? SHALL BE REGRADED 70 CONFORM 7-0 THE SHOULDER
<br /> LW741Z *3. PAYMENTFOR THIS WORK SHALL BE CONS/DERED /NCLUVE0 11V THE VARIOUS
<br /> ,4/rsr Const
<br /> ,Q/A" CONTRACT ITEMS OF WORK.
<br /> Limits of C/�rii0g �' Grubbiayq 1.0 L1m1i`8 WeC/eO.-IeGrubbiny 4. EARTHWORK
<br /> ROADWAY EXCAVATION QUANT/TIES SHOWN ON THE PLAN ANO PROc-IL E SHEETS CONFORM TO
<br /> 16riob/e • l�briob/e
<br /> 30 ' ' 6' QUANTITIES FOR SCHEDULE A . ROADWAY EXCAVATION QUANTITIES FOR SCf1EDULE B ARE
<br /> SHOWN /N THE CONSTRUCTION NOTES ON SHEET #4. TYPICAL SECTIONS SHOWN ON CROSS-
<br /> ...... /' 2 9' 04,0 Bw c. 0.60' SECTIONS ARE OF SCHEDULE' A .
<br /> Vat tor. A.C. Bose
<br /> Thr. 5. GbRT fBLE DEL/NEA7ORS
<br /> Exist. 4.0. Care, AgementQ75A.C.moose 020' c--
<br /> 0.76i1C.Bise I /�" to remoin in ,o/ace . I 774E SPACING BETWEEN DELINEA70RS SHALL NOT EXCEED SO FEET ON TANGENTS
<br /> NOTE.• Rei'er to f!anfPr°fi% Sheets A.C. Base
<br /> Pf1ASE /
<br /> 10"`C097setue1/01n ZlI -rV �I 9 Aw /oea"'I 0.-0'4'1wro'0tir. Noe Cons><rvc0`/on of 11711Pro ject /teras dons end rASBUILT
<br /> NOTES : TYPICAL P/CAL SECT/ON E-/
<br /> A' 97btlon 719f00 ra 6YOtron /19/0'e0 reAer to Sehedv/e A , 117erefore oI sheel aloes 17ot CORRECTIONS BY_
<br /> Phn f' .otol�/e este "� 1n_$ fbr /ocotiow.s S>5 I12f 78 to St
<br /> 112 f00 apply Ao CoosfruCfior).
<br /> of 2% Fu// Supers9041 ars ,Ii to E' 7h"sittons. NO P.ANGES
<br /> ® d' Povear &bou/dor Cross-&0400 &Iia//be -23'0
<br /> throughout Supers/evntion ArMa. .ArE
<br /> Dec. 60 /97/
<br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE SCALE NONE SCS-,/EDUCE 6 PROJECT WILSON WAY SNOT SHEETS
<br /> 6 .9 .7, .� t=/t�,� %��9 �1 R�9338 /v,� COUNTY OF SAN JOAQ U I N TYP/CA L SECT/ONS 3 10
<br /> Mosier Shee>`
<br />
|