G185 - G191 - Laserfiche WebLink

Home Browse Search

'ON 133HS �13MVHG Coast GENERAL NOTES: LIMITS OF CLEARING AND GRUBBING 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND FACILITIES,; PUBLIC OR PRIVATE, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL . BEAR THE TOTAL EXPENSE OF REPAIR. OR REPLACEMENT OF ANY UNDERGROUND FACILITIES DAMAGED BY HIS ' _ OPERATIONS. QUANTITY AND EXACT LOCATIONS OF ALL UTILITIES TO BE DETERMINED BY CONTRACTOR 48 HOURS 12'-30' ►T.. 12'-21'± WIDENING 4' BEFORE BEGINNING WORK. PHONE USA (800) 227-2600 PRIOR TO DIGGING. I 2. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND SHALL PERFORM ALL LABOR IN ACCORDANCE WITH THE ' 0.5SAW CUT --.. REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS DATED MAY 2006, AND COUNTY SPECIAL PROVISIONS. Vdr I Var 3. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL MEASURES, AND CONFORMING TO THE LATEST EDITION OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. F----------------------- - -------------------- _ ar kar CONFORM _ _ _ _ _ _ _ _ _ _ 4. THE CONTRACTOR SHALL CONDUCT THE SHOULDER BACKING OPERATION SO AS NOT '---------------- 0 TO DISTURB OR OBSTRUCT EXISTING ROADWAY ANY EXISTING DRAINAGE. ----------- --- - 5. LOOP DETECTORS SHALL BE CENTERED IN EFFECTIVE LANE WIDTHS UNLESS OTHERWISE NOTED ON PLANS OR -- ----J DIRECTED BY THE ENGINEER. 0.70' AC 6. CONTRACTOR SHALL CONTACT PACIFIC GAS & ELECTRIC TO CONFIRM POWER SUPPLY VOLTAGE AND SERVICE. TYPICAL J ECTION 7. CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEERING DIVISION AND COUNTY PERMIT ENGINEER TWO WORKING DAYS BEFORE STARTING THE NEW TRAFFIC SIGNAL CONSTRUCTION. SEVENTH STREET 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPORTING ALL CONFLICTS, ERRORS, OMISSIONS, ETC. TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. IF SO DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL STOP STA. 18+00 TO STA. 19+68 (RT) CURVE RETURN WORK UNTIL REMEDIAL ACTION CAN BE TAKEN. ANY COST RESULTING ' L G FROM THE CONTRACTORS FAILURE TO REPORT OR FAILURE TO STOP WORK AS DIRECTED WILL BE RESPONSIBILITY OF THE CONTRACTOR. 9. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL -DEFEND, INDEMNIFY AND HOLD THE COUNTY AND DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, CO/7St EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE DESIGN ENGINEER. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF LIMITS OF CLEARING AND GRUBBING ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS. ALL RE -TESTING SHALL BE PAID BY THE CONTRACTOR. FOR 0'-5.5' FOR 11. CONFORM AT 1.0' BEHIND BACK OF NEW SIDEWALK AS NECESSARY FOR EXISTING NATIVE MATERIAL' (TYP.) SHOULDER 12' I 12'-19'±UNLESS OTHERWISE NOTED. DETAILS � SHOULDER DETAILS SEE SEE BELOW Var Var Var BELOW ----------------------------------------- , -------------------------T------------------- ---- --- EXISTING ROADWAY ' --------------------- ------ - ---------------------------- -- ..TYPICAL SECTION. EL RANCHO ROAD CURVE RETURN TO 24+50 EARTHWORKMISC. AREAS) ) CO/75t 1 ' 7.5' 1, 15' ►-+ C0/7St NEW C.G.&S. 1 ' 5' 18.5' C017Sf C0/7St 1'-7' SEE S.J.Co. CW- 1 �& CW_C7 4.5' 3' 4.5 11.5 „ -11.5'-19' 4' SAW CUT NEW SIDEWALK ' - EXISTING C.G. WIDENING CONFORM 050 SEE S.J.Co. CW -C1 & CW -C7 TO REMAIN IN PLACE ) I WIDENING Var INEW ROLLED CG&S ... ---- /-�, CONFORM 0.5' SAW CUT 0.5' SAW CUT STA. 22+25 TO 24+35 ( I -'K.. Var . -__T_ i R.&D. EXISTING A.C. SIDEWALK -- _ - CONFORM . .... _- '^_ ...:'.;.: .... '�'-77-7T—TT—TT—TT—TT—T Var �.... ar VQr�_� L---- 1------ -------- - AND C.G.&DWY. - LL—GG—LL—LL—/ / —/—/ -, -- � .a. /T � T TT �_ ZT_T VQ—�-°`i N M M PLACE 0.70' EXISTING B_..&Q. A.C. SIDEWALK L ----------t ----- -- � _ _ _ ------ A.C. MISC. AREAS ROADWAY EXISTING 7 EXISTING EXISTING 0.70' AC No. 38465 • 0.5' RETAINING CURB AS NECESSARY ROADWAY 0.70' AC ROADWAY ROADWAY 'k sT CIV1� �P 'OF CAS\FO`s EL RANCHO ROAD -EL RANCHO ROAD EL RANCHO ROAD _ EL RANCHO ROAD -� STA. 20+19 TO STA. 20+37 STA. 20+37 TO STA. 21+04(LT) STA. 21+94 TO STA. 24+50 (LT) Peter D. Martin AND 9TA;1 +04 TO STA, 21+94 (LT)STA. 20+29 TO STA. 24+50 (RT) Registered Civil Enginner DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE TYPICAL. SECTION, GENERAL NOTES, GRANT LINE ROA SHEET TOTAL E•n� � ,�i��d 02 11 ' �� COUNTY OF SAN JOAQUIN NO SCALE D AND SEVENTH STREET NO. SHEETS '� �� s/s� AND SHOULDER DETAILS S I G NALI ZATI O N 2 7 F11 -E NAME DRAWER SHEET N0.ACAD REVISIONS DATE E:Proj\2010\AT Grant Line -7th St.\AII\Typ Sect