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Home My WebLink About2652-1TYPICAL SECTION (40' ACCESS/FIRE ROAD EASEMENT) CL 3' OR 5' 0.5' E 10 6' E 0.5' 3' LEVEL LINE -\ MIN. ( 0 CL TANK ROAD 3" AC OVER 12" COMPACTED NATIVE ACCESS ROAD NTS 1 I 6" 6" CONCRETE W/ ""x6"# 10x# 10 WWM 3' AC OVER 12'" COMPACTED NATIVE 12" DEEP TRENCH DRAIN DETAIL NTS 6„ 2% (10 N 3' AC OVER 12'" COMPACTED NATIVE 1 i a tSN 6" 6" CONCRETE W/ "x6" I ux#10 WWM 24" DEEP TRENCH DRAIN DETAIL NTS 00 6„ �IYI;�I�II�IIII�Ii►�l�l�l;� �lIiII�M �IiI�M\�111�I�1�:�\ TA a \TA' wlffilliao�iliip) , \Ln 11 �j 071, Ess 6r, ss 6»x6-W1.4xW1.4 (W.W.M.) as o � � 4 1.��• Co i ol/ N #4 BARS SECTION A -A ca`J� 12° BEND FINISHED SURFACE NOTES: 1. CONCRETE SHALL BR CLASS 560-C-3250 (AIR BLOWN SHALL BE 600-B-3250) EDGE OF PAVEMENT EDGE OF PAVEMENT DOMED GRATE INLET , -- �- SIDE GRATE INLET EDGE OF DRAIN EDGE OF DRAIN PLAN PLAN EDGE OF PAVEMENT DOMED GRATE INLET FLOWLINE 112 I;1;0 � I 1 2 24" DEEP TERRACE DRAIN Cb 36" C.M.P. RISER HAND TROWEL THE BOTTOM OF 36" CMP FOR POSITIVE DRAINAGE �p Ab 6" CONCRETE BASE WITH #4 BAR AT MIDPOINT -I 18" C.M.P. CONNECTOR CONCRETE COLLAR 18" R.C.P. STORM DRAIN SECTION INLET RISER 0 21+54.21 24" DEEP TERRACE DRAIN EXIST. 36" C.M.P. RISER HAND TROWEL THE BOTTOM OF 36" CMP FOR POSITIVE DRAINAGE 18" R.C.P. STORM DRAIN (CORED THROUGH) SECTION INLET RISER 0 22+33.30 &%ALA FONTANA ArPtLe i P ft@Lo^ SLOVER 1 T AVENUE Q 0 lix U) 0 W a_ F- w > m U (n JURUPA -' AVENUE 1.LAG�• � J��+j. 4VE PROJECT 1 //,if/ S1 T E �o\w11ir,,,��' JURUPA REGIONAL ' PARK SAN BERNARDINO COUNTY AURUPA HILLS RIVERSIDE COUNTY Ill H iini�� VICINITY MAP N.T.S. COMTRUCZ'ION NOf imtz & TIES NO. ITEM OUANTITY UNIT CONSTRUCT 3" MINIMUM AC. OVER 12'* OF 95X 2-T,600 S. F. COMPACTED NATIVE SOIL. (SEE GENERAL NOTE 6 & 31) CONSTRUCT CONCRETE TRENCH DRAIN PER 1,430 L. F. DETAIL HEREON CONSTRUCT CONCRETE TRENCH DRAIN 24" DEEP PER 0fTAIL HEREON. 800 L. F. CONSTRUCT CONCRETE DOWN DRAIN PER Df?AIL HEREON. 90 L. F. 5 CONSTRUCT 18" R.C.P. STORM DRAIN PIPE 69 L.F. CONSTRUCT 36" C.M.P. VERTICAL RISER. 6 L. F. CONSTRUCT DOMED GRATE INLET. 1 EA 8 CONSTRUCT (127 CONCRETE RIPRAR 2000 S.F. CONSTRUCT GATE AND BOLLARD PER A. P. NA 602-1 2 EA UTILITY N=F'ICAMONa CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (909)350-7610 SO.CALIF. GAS COMPANY -DISTRIBUTION FACILITIES 16231 VALLEY BLVD. FONTANA, CALIFORNIA 92335 TELEPHONE (889-9711 OR (800)422-4133 SO.CALIF. GAS COMPANY - TRANSMISSION DEPARTMENT 2191 BIRCH STREET THE EXISTING WATERMAIN LINE ALONG THIS SECONDARY ACCESS ROAD SHALL BE INSPECTED AND REVIEWED BY A GEOLOGIST AND SOIL ENGINEER FOR RECOMENDATIONS ON THE BACKFILL METHODOLOGY TO ASSURE SERVICEABILITY OF THE EXISTING WATERMAIN. SUCH REPORTS SHALL BE REVIEWED AND APPROVED BY THE OFFICE OF THE CITY ENGINEER AND FONTANA WATER COMPANY. PRIVATE ENGINEERSNOTICE TO ALL CON77tACTORS 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 FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND 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. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. GENERA%. CONSTRUCTION NOTES I THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS AND THE STANDARD SPECIFICATION rOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) LATEST REVISIONS. 2. CONSTRUCTION PERMITS SHALL TO OBTAINED FROM FONTANA ENGINEERING DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3 STATIONING REFERS TO THE LEFT EDGE OF PAVEMENT. 4. CURVE DATA REFERS TO THE EDGE OF PAVEMENT. 5. ALL EXPOSED CONCRETE SHALL CONFORM /N GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS, 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING, SHOULD THE STREET CONSTRUCTION START MORE THAN 3 MONTHS AFTER THE PLANS ARE APPROVED, AND IF THE FIELD PAVEMENT COND/T/ONS CHANGE,• THEN THE DEVELOPER fYOULD BE REQU/RED TO UPDATE THE DESIGN TO ACCOMMODATE ACTUAL FIELD CONDITIONS. 7 ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND UTILITIES ARE AS A PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD, CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. A/L MANHOLE AND CLEANOUT FRAMES AND COWERS SHALL BE CONSTRUCTED 6 BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAYING CONTRACTOR AFTER COMPLETION OF PAVING 10. ALL VALVE FRAMES AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLET/ON OF PAVING. II REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. 12. THE CONTRACTORS,) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING TELEVISION CABLE LANDSCAPING LANDSCAPING F 0GA0, 0 ION. .0FA&B TF MR ECLA/MEI5 HATER, S£WE`R, STORM DRAINAGE, 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. RECORD DRAWINGS SHALL BE PROVIDED TO THE CITY OF FONTANA. 14. TYPE, LOCATION, AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS AND DETAILS HEREON. 15. CONTRACTOR /S INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE /S OR MAY B£ A CONFLICT SMALL /MMED/ATEL Y REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNERS REPRESENTATIVE. 76. STERILANT REQUIRED UNDER ALL AC, PAVEMENT. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE 5) FEET IN IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTf, , SLOPING OF THE GROUND OR OTHER F011/VALENT MEANS. TRENCHES LESS THAN FIVE (5 F£f7 IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 1R THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE D/VISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 306-1.1.6. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE 01 YF INSPECTOR. 21. ACTUAL PAVEMENT THICKNESS TO BE DETERMINED BY SOIL ENG/NEER AFTER COMPLETION OF ROUGH GRADING 22. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 23• ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 24. BACKFILL MATERIALS SHALL BE VERIFIED BY CONTRACTOR AND APPROVED BY THE PUBLIC WORKS INSPECTOR PRIOR TO THE PLACING OF ANY PERMANENT PAVEMENT. 25. BACKFILL MATERIALS TO HAVE S.E. OF 30 (MIN) AND A MIN. COMPACTION OF 90Z: 26. THE CONTRACTOR IS REQUIRED TO HA VE A FULL SET` OF L.A. C. F. O.P. STANDARDS & A. P. W.A. STANDARDS ON SITE AT ALL TIMES PRIOR TO STORM DRAIN CONSTRUCTION. 27. PRIOR TO CONSTRUCTION OF WATER SEWER ANO OR STORM DRAIN LINES THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER SEWER AND OR STORM DRAIN LINES WHERE CONNECTIONS WILL OCCUR AND VERIFY THEIR ELEVA71ON AND LOCATION. APPROVAL BY THE CI7Y OF FONTANA OF A PROPOSED CONNECTION TO A CI7Y FACILITY DOES NOT IMPLY APPROVAL OF THE CORRECTNESS OF THE ELEVATION AND/OR LOCATION AS SHOWN ON PLANS. 28. IF DURING CONSTRUCTION GROUND WATER IS ENCOUNTERED, A SYSTEM APPROVED BY THE CITY fWAiEER SHALL BE INSTALLED TO DENATER SAID AREA AT THE DIRECTION OF THF SOILS ENGINEER. 29. ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE C/JY STANDARD SPECIFICATIONS. 30. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 31 ACTUAL THICKNESS OF A. C. PAVEMENT ANDIOR BASE COURSE MATERIAL FOR STREET STRUCTURAL SECTION SHALL BE RECOMMENDED BY A GEOTECHNCAL ENGINEERING REPORT AND SUBMITTED TO THE 017Y OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING THF PROJECT DEVELOPER IS, IN GENERAL REQUIRED TO BRING HIS HALF STREET SECTION FRONTAGES UP TO A 20 YEAR DeSIGN LIFE BETWEEN SITE PROPERTY LINES; PLUS RESONABLE JOINS TO EXISTING PAVEMENT SUBJECT TO FINAL APPROVAL 49Y THE CITY ENGINEER. 32. IT SHALL BE THE RESPOND/B/LITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL STREET CENTERLINE MONUMENT AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA., BREA, CALIFORNIA 92621 33. ALL CONCRETE STRUCTURES MAY NOT BE BACKFILLED UNT/L 7 DA1`5 AFTER TE EP oN E PLACEMENT OF CONCRETE OR AS DIRECTED BY THE CI7Y INSPECTOR. L H (909)529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 909 357-6231 SO. OF MERRILL 909 357-6223 NO. OF MERRILL) 800 422-4133 GENERAL TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422-4133 SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (909)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 , QR4 g ;► TELEPHONE (714)359-2585 OR (800) 310 FONTANA WATER COMPANY c� 8440 NUEVO AVENUE NO. 042723 P.O. BOX 987 FONTANA, CALIFORNIA 92334 EXP. 31311( TELEPHONE (909)822-2201 PRIVATE ENGINEERS NOTE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE WORK HEREON. IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. WORM DRAIN CONS MUCTION NOTE WHEN ENGINEER CALLS FOR THICKENING THE INVERT OF THE PIPE, THIS .SHALL BE ACCOMPLISHED BY THE FOLLOWING MANNER. THE SOFFIT SHALL BE INCREASED BY PLACING A BLANKET OF CONCRETE OF THE EXTRA REQUIRED THICKNESS IMMEDIATELY FOLLOWING THE PIPE MACHINE PLACEMENT AND BENEATH THE POLYETHYLENE SHEET. THE INVERT THICKENING WILL BE OBTAINED BY OVEREXCAVAING THE TRENCH AND SHIMMING -UP THE PIPE MACHINE MANf3RE4 BY THE EXTRA REQUIRED THICKNESS.• P:\13RDWGS\FIESTA\14245\7KRDCVR.dwg 6-29-98