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Home My WebLink About2112-1BEECH AVENUE LEGEND: S SEWER MAIN O MANHOLE WITH V.C.P. STUB 8 PLUG W WATER MAIN G GAS MAIN T UNDERGROUND TELEPHONE CABLE - - RIGHT OF WAY (EXIST. OR PROP.) TO BE RELOCATED EDGE OF PAVEMENT 1 WATER METER FIRE HYDRANT ® VALVE (GAS OR WATER) "'O- POWER POLE , �- - - - - " - FLOWL I NE (EXIST. SWALE) 2i1 A.C. CHANNEL TREE SLOPE (EXISTING) TYPE L MARKER UTILITY COMPANIES COMCAST CABLE 1265 WESTBROOKS ONTARIO, CA. 91762 (714) 988 2999 DEBBIE SPENCER FONTANA WATER CO. P.O.BOX 987 FONTANA . CA. 92334 (714) 822-2201 ENGG. DEPT. -JIM BRYSON CHINO BASIN MUNICIPAL WATER DISTRICT P.O.BOX 697 RANCHO CUCAMONGA# CA 91730 C71 4) 987-1712 LARRY MILLER SOUTHERN CALIFORNIA GAS CO. P.O.BOX 3003 REDLANDS, CA 92373-0306 C414) 335-7899 LINE LOCATION -VICKI STEVENS SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVE. FONTANA. CA 92335 C7141 357-6221 STEVE CRONK PACIFIC BELL TELEPHONE 3073 ADAMS ST. RM. 120 RIVERSIDE. CA 92504 C71 4) 359-2520 CAROL VERBRUGGE G.T.E. SPRINT C800) 233-6223 FONTANA UNION WATER CO. 16779 SPRING STREET FONTANA. CA 92335 C714) 822-9199 ROBERT BECK H SEE SHEET N0. 3 IDENTICAL - i - Pnim SULTANA AVENUE \ carr cwt irrT n�� 0 0 0 0 0 JGL JI1GC I IVV. G BEECH AVENUE ITEM SHT 2 SHT 3 SHT 4 SHT 5 TOTAL PROTECT IN PLACE 8 8 6 1 23 LS TO BE RELOCATED 1 1 2 LS TO BE REMOVED 4 17 2 5 28 EA 2i1 A.C. CHANNEL 381 TON TYPE L MARKER 6 12 12 3 33 EA i 7' 2 Y�'PE L F-1 I�°-- MARKS R lei " / 1 x, �T. GrE2r�. �J 3 0 fi i.! Max, o"'r A REA / VA R I E S 1'.1 MAX. <• let NX 3 MAX BASELINE SEE SHEET N0. 4 LIME AVENUE INDEX SCALE: 1" = 150' AVENUE TONT. TP.. NO. 1429E NOTE: NO WORK SHALL BE STARTED PER THESE DRAINAGE CHANNEL PLANS UNTIL DOWNSTREAM CONNECTION IS COMPLETE OR WELL UNDER CONSTRUCTION. �• 13��>�L.1�>✓ I 1<X15T- ASG. pvm1.1T C H,4 N N t=" rT"�� SEC ION11v X„ 1 CUT A1?EA ,. X, 1�Ieo�os D A - G, CHs WREN. - .& �G T NOT TO SCALE STA. 29+90 TO STA. 36+46.87 T*'PE L `� - l�.a.2� Lltit1✓ vIARKER AvF--NUE- 131 13 Z -X IsT. AG . t-ln� WT-. 0(/�'-' EXIST P!>_L ARI=A I : I MAX . I ril 1=-X15T GUf�I�� . C--1uTTf=-m .SECTION "X -X" NOT TO SCALE STA -10+00 TO STA . 29 + 90 & STA -126+22 TO STA.131+60.68 0 i SEE SHEET N0. EARTHWORK ESTIMATE RAW CUT = 1,100 . C.y. ,project site . I LIL Baseline Road d! V 7 :3j U U C v v v Q Q a a a Q Q a Miller Avenue E [0 J Foot hil I*BoulevardE r� V) L o Q� L �- E o *' V Q ~ V V Arrow Route IF - VICINITY MAP- NOT TO SCALE ALMERIA AVENUE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. LATEST EDITION. 2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY THE CITY OF FONTANA. 3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 5. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CON- STRUCTION. REMOVAL AND REPLACEDMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER. WITH RCE NUMBER BELOW 14814, OR A LICENSED LAND SURVEYOR ONLY. 6. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS PRIOR TO ANY GRADING. BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (619)564-2246. AND 48 HOURS PRIOR TO REQUIRING INSPECTION. 7. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT- PROPERTY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY. 9. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TESTING AGENCY .AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OR SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 10. ALL UNDERGROUND FACILITIES. WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING. BUT NOT LIMITED TO THE FOLLOWING: SEWER. WATER, ELECTRIC. GAS AND DRAINAGE. 11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT. MUD AND DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE CITY ENGINEER. 12. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS. AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS. IN ORDER TO ELIMINATE ANY HAZARDS. 13. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS, SIDEWALKS, ASPHALT CONCRETE OR P.C.C. PAVING. WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER. INCLUDING NECESSARY SAW CUTTING. REMOVAL, REPLACEMENT AND CAPPING. 14. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. 15. ALL STATIONING REFERS TO CENTERLINE OF SEWER. 16. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 17. ALL PIPELINE OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CON- STRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 18. "AS -BUILT" PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 19. MANHOLE FRAMES AND COVERS TO BE CONSTRUCTED BY THE SEWER CONTRACTOR 6" BELOW FINISHED SURFACE GRADE AND UPON COMPLETION OF PAVING. THE PAVING CONTRACTOR SHALL RAISE SAME TO FINISHED GRADE. 20. INSPECTION TO BE CALLED FOR THROUGH CITY OF FONTANA [714) 350-7610 24 HOURS PRIOR TO STARTING WORK. 21. ALL PROPOSED CONNECTIONS TO EXISTING ELEVATIONS OF EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO START OF ANY WORK. ANY DEVIATIONS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 22. ALL UTILITIES SHALL BE CONSTRUCTED, TESTED. APPROVED. AND BACKFILLED TO THE SATISFACTION OF AND CERTIFIED BY THE SOILS ENGINEER PRIOR TO ANY PAVING. PRIVATE ENGINEER'S NOTES TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES. CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 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, THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY. REAL, OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.