Loading...
HomeMy WebLinkAbout4575-1 I I I 5 1 C. , GENERAL NOTES ,,, -' CONSTRUCTION _ 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE COUNTY OF __ { "fff SAN BERNARDINO STANDARD_i•' 2 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE APPROPRIATE { p > DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE COUNTY LIMITS . > LaHIGHLAND AVE. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR' 0 3 TO CONSTRUCT THE WORK TO THE PLAN GRADES . Z4 ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER ii„, F- ® CITY POLES, WATER METERS , VALVES, HYDRANTS, IRRIGATION STRUCTURES , ETC. , v1 OF SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE 7 >- tail FONTANA FOOTHILL BOLIIIENWRID IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY ALL ,_ South.PacjficRuilroad__ __ - _ W Ll OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS . \ - . 5 WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVING. BASE LINE \ ROA D = 6 AS-BUILT PLANS SHALL BE PROVIDED TO THE COUNTYBY THE CONTRACTOR. j- 1 N THE ¢ 7 . ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK MILLER AVE. cr ILIr \\` Wui AROUND THEIR FACILITIES . N V \ COUNTY OF- SAN BERNARDINO 8 ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. L OC JTIO \ 9 ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE COUNTY LOCATION �'N ENGINEER- ISf FOOT HILL L &VD. { Fr, �, 10 . BACKFILL MATERIALS TO HAVE A S .E. OF 30 (MIN. ) AND MIN. COMPACTION 17 A) m S . AFLL9: 1�' C A 1. 1FORNIA11 OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO ARROW HIGHWAY F N GRADE DURING PAVING. (%i 12 CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED IT• BY THE COUNTYENGINEER. , • 1 E-1 L 0 C ATION MAP 13 CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. CH-) N.T.5. r+1 14 IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE IT PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE I THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS. _ A/ 5 'Zoir R 16 ENCROACHMENT PERMIT IS REQUIRED FROM CALTRANS NS PRIOR TO DOING ANY I CONSTRUCTION NOTES AND ESTIMATED UANTI TIESWORK WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. • / 47 47 3 17 ALL WORK WITHIN THE HIGHWAY RIGHT-OF-WAY SHALL BE TO STATE (2 =1_,... 3� `F�' ... 3'. I S , O.S STANDARDS . .SF SO' SOS 0Oftwk CONSTRUCT "A.0 OVER " CLASS II A.B. 81b0 18 -STRUCTURAL SECTION INDICATED FOR HIGHWAY IS FOR ESTIMATING ONLY-.7— , NLY:-_ .� ACTUAL SECTION TO BE DETERMINED AFTER GRADING AND APPROPRIATE ,�/2� Ems, I EX/ST 4 2 CONSTRUCT 4" P .0 .0 . SIDEWALK PER S .B.C . STD . 109 . 1472 SF LAB TESTS . A T. I . OF 8 . 5 SHOULD BE USED IN THE DESIGN. OF THE s� PROFILE O �� HIGHWAY LANES SECTION. A T. I . OF 6 .0 COULD BE USED IN THE Q4 4�8r \ 0 CONSTRUCT A2-8 CURB & GUTTER PER CALTRANS STD . N8-A, OVER 4 330 LF SHOULDER AREA. _ — _ L� , nt. 2% CLASS II A.B. 19. PROHIBIT PARKING ALONG THE STATE HIGHWAY 6Y THE PROPER PLACEMENT OF NO T T — — s PARKING ANYTIME SIGNS - ASDIRECTED BY STATE, REPRENTATIVE I �� �����,.,, ® CONSTRUCT DRIVEWAY APPROACH PER CALTRANS STD . N8-A (W=35 ' , / -FA• i_r EX/ST PAVEMENT h. ' X=3 ' , CASE C) . \ �-,: CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE ' 1" 2 ! RESPONSIBLE FOR, JD/�Y E.I'/ST fi(Y'rAr © REMOVE EXISTING TREE . 2 _____ _;FA• OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS . ALL CHANGES TO THE PLANS MUST BE IN WRITING BREAK POINT -t TD O AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS . SA'1ooTf/ RI,o/NG 51/,gF/JCE O INSTALL TRAFFIC DELINEATORS PER CALTRANS STD . A74-A (CLASS 1 �f(o FA. FLEXIBLE POST WITH TYPE G REFLECTOR) . CC O REMOVE EXISTING WATER METER & BOX & PLUG SERVICE AT WATER EA•---- NOTICE TO CONTRACTOR TYPICAL SECTION MAIN . CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE -? �t1 � - N.T. 5. `_ ® TACK COAT & CAP OVER EDGE OF PAVEMENT . //. 73O _SF RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF Cv t CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS 7 et . 0 REMOVE EXISTING CONCRETE DRIVEWAY . / EA. AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY _J AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE - PAINT___ -4" WHITE TRANSITION STRIPE. 360 �F_ _ CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE �O ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, C r , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EARTHWORK QUANTITIES • EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I i RAW CUT = 252 CY RAW FILL = /38 CY THE ABOVE QUANTITIES ARE FOR ESTIMATING AND BONDING PURPOSES ONLY AND DO NOT INCLUDE - ALLOWANCES FOR SHRINKAGE AND SUBSIDENCE. IT UNDERGROUND STRUCTURES SHALL BE THE CONTRACTORTS RESPONSIBILITY TO - DETERMINE EXACT QUANTITIES AND REMOVE EXCESS ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER { MATERIAL OR FURNISH MATERIAL THAT IS DEFICIENT. OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTANCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER- SIGNED: NOT INDICATED ON THE PUBLIC RECORDS EXAMINED: 1 LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS (EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRE- CAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ow �,�� . COUNTY OF SAN BERNARDINO :-.: ] ', - 11 ` p��E� APPRovEos �' PUBLIC WO DEPT. ct; REVISIONS F CML ENGINEERS AND LAND SURVEYORS • BENCH MARK FWE 1 COUNTY OF SAN BERNARDINO WESTERN • -- 151 Kolmus Drive,Suire D-102 DRAWN BY _ SHEET . Cosro Meso, Califnrnio 92626 DESIGNED PACIFIC scc• FOOTI"'�ILL USCGS STATION "PARCEL" 1963 .90 +ELY. OF ENGINEERING, INC. 714/540-1021 RAILROAD TRACTS AND 28 ' +SLY. OF CL BASELINE . S GG 1. 1 MI . ELS.'. OF EAST AVENUE. SAME AS CITY B .M. #364 . CHECKED — STREET IMPROVEMENT PLANS — OF 2 BY t�= Lt 66/ DATES '_• r /r. WY _ — JOB N0. { ELEVATION 1301. 54 ' /A44 DATE _ B 0 u L E V AIR D _.. (.COUNTY ENGINE R R.C.E. /�i f! WARNER YO - IS R. 37445 DATE 1-89 ISP 03 PERI1IT At 0S39-6- 60- 0418 - D C-1 . NO 145 5_ 1 2, S+IEETs