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Home My WebLink About2601-1SCALE: 1 ”=100' M. H. # 5 INDEX MAP Is _„I !il!i C I1) , i 1 11111, I II:'� aill' ' 11111 i II I !i I;I II. I';',I!I' I,Illj II III II:I IIII IIII 'I i I!', III 1 _I�I.I I II I: I,,,• i IL� I. ,. II "'� I', : : I, ;:. III �I Ie,. F I I;rl IL:' IiII I IIII IIfII ::I�. II IIII ,:II I Ii u.. I I'. I I Llil' • ;', 147111;. I I illl !II I I iP_I Illi I� I lu "'III' I ij':i; l'' ❑,I! r: I: 1. `I I I I I GENERAL CONSTRUCTION NOTES Ah �IIMIIIII 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD 00 SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN FMCt NIDE 1 5835 BOOK), LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS, 3" MAX SIZE NATIVE SOIL, COMPACTED TO 95% R.C. 6" MIN 10" MAX 6" MAX SIZE NAME SOIL COMPACTED TO 90% R.C. 6" MIN 10" MAX EDGE OF TRENCH 1" MAX SIZE SELECTED NATIVE BEDDING COMPACTED TO 90% R.C. UNDISTURBED EARTH FOR TRENCHES DEEPER THAN 10' USE CRUSHED ROCK GRADED AS FOLLOWS: SIEVE SIZE PERCENT PASSING 3/4" 100 1/2" 90-100 3/8" 20-60 NO 4 0-15 NO 8 0-15 ASTM C131 TEST GRADING 8" V.C.P. TYPICAL TRENCH BEDDING NO SCALE 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 5. EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD. 6. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GAURDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GAURDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 7. THE CONTRACTOR(S) SHALL ALSO OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1 I. 6. 8. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 9. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORKS TO THE PLAN GRADES. CONTRACTOR SHALL NOTIFY THE ENGINEER 48—HOURS PRIOR TO THE ANTICIPATED START OF CONSTRUCTION. 10. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF FONTANA. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESETTING OF ANY SURVEY MONUMENTS, STREET CENTERLINE MONUMENTS, OR BENCHMARKS WHICH ARE DISTURBED DURING CONSTRUCTION WHETHER THEY ARE SHOWN ON THE PLANS OR NOT, 12. ALL MANHOLE AND CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLE11ON OF PAVING. 13. ALL 4" HOUSE SEWER LATERALS SHALL BE INSTALLED ON A 2% MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. INSTALL SEWER CLEANOUT BOX FOR ALL HOUSE LATERALS PER STD 125—A: OR 125B. 14. TERMINATE ALL 4' HOUSE SEWER LATERALS INSIDE THE LOT WITH A PLUG. SHOULD A PUBLIC UTILITIES EASEMENT BE CONTIGUOUS TO THE STREET R.O.W., THE LATERAL SHALL EXTEND ACROSS THE EASEMENT AND TERMINATE 3' INSIDE THE LOT AS MEASURED FROM THE UTILITY EASEMENT LINE. 15, CHIS. X SHALL BE PLACED ON THE CURB OVER LOCATIONS OF SEWER LATERALS BY THE SEWER CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY CROSSINGS FOR ALL UTILITIES CONSTRUCTED PRIOR TO THE SEWER ANY DISCREPANCIES SHALL BE MADE IN WRITING TO THE OWNER PRIOR TO CONSTRUCTION. 17. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVE FONTANA CA 92335 TELEPHONE (909) 350-7610 SO.CALIF GAS COMPANY -- DISTRIBUTION FACIU11ES 16231 VALLEY BLVD. FONTANA, CA 92335 F TELEPHONE (889-9711) OR (800) 422-4133 SO.CALIF GAS COMPANY -- TRASMISSION DEPARTMENT 2191 BIRCH STREET BREA, CA 92621 TELEPHONE (909) 529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CA 92336 909 357-6231SO. OF MERRILL) ((NO. 909 357-6223 OF MERRILL) 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN AVENUE POMONA, CA 91766 (213) 357-2257 OR (800)422-4133 CONSTRUCTION NOTESQUANTITIES SAN BERNARDINO COUNTY FLOOD CONTOL DISTRICT 825 E. THIRD STREET SAN BERNARDINO, CA 92408 (909) 383-1665 NO. ITEM QUANTITY UNIT PACIFIC TELEPHONE AND TELEGRAPH COMPANY 1 INSTALL STANDARD MANHOLE PER CITY OF FONTANA STANDARD DETAIL 112. 4 EA. 3073 ADAMS STREET RIVERSIDE, CA 92504 2 INSTALL 8" VITRIFIED CLAY PIPE EXTRA STRENGTH LF (714) 359-2585 OR (800)422-4133 PER CITY OF FONTANA STANDARDS AND SPECIFICATIONS 790 FONTANA WATER COMPANY 3 INSTALL 4" VITRIFIED CLAY EXTRA STRENGTH SEWER LATERAL 23 EA RECORD DRAWINGS 8440 NUEVO AVENUE P.O. BOX 987 PER CITY OF FONTANA STANDARD DETAIL 125. INSTALL SEWER �° FONTA2 92334 CLEANOUT BOX PER CITY OF FONTANA STD DETAIL 125A FOR AREAS. Z� 8 (909) 822-22 201 CONCRETE AREAS AND 125B FOR LANDSCAPE CDs ThielmarmM UNDERGROUND SERVICE ALERT THULMAMENGUMM CALL TOLL FREE 221 S. G1asse11 SftVd 1-800 10TWO fie, CA M6 422-4133 (714) 7 WORKING DAYS BEFORE YOU DIG