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Home My WebLink About5744-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"), ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610, 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 5. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 6. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 7. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 8. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS_ ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 9. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 10. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 11. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 12. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 12A. ALL REINFORCED CONCRETE SHALL BE 3,250 PSI, AT 28 DAYS, PORTLAND CEMENT TYPE IV. 13. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 14, THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR (OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND SAFETY 15. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES (5) FEET OR GREATER IN DEPTH FROM THE CA-L IFORNIA STATE DIVISION OF INDUSTRIAL SAFETY- 16. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 17. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF' WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 18. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL Dr_ VICES AT ALL TIMES. 19. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 20. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 21. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 23. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 24. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 25. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 26. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 27, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 28. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 29. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 30. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL". LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 31. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RES I ORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 32. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, 33, NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 34, MINIMUM D-LOAD FOR ALL RCP STORM DRAIN PIPE IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE Fc=5000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND Fc=6000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS, DIALI DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE: 811 INWYV.DIGALERT.ORG A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT B _3 /_ S OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD BEING NORTH 89' 43' 59" EAST ON PARCEL MAP 19511, P.M.B. 243/64-65 7j7 7R W T-L), 7 �_ A� T, � T W, 7 R 7) W _71vq'T� LA3 �N OWNER/DEVELOPER SEEFRIED INDUSTRIAL PROPERTIES 2301 ROSECRANS AVENUE, SUITE 3165 EL SEGUNDO, CA 90254 PH: 310-536-7900 CONTACT: DAN BICK CIVIL ENGINEER HUITT- OLLARS, INC 3990 CONCOURS, #330 ONTARIO, CA, 91761 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: JOHNNY MURAD UTILITY C 0 N T A C' �4 ;f-§T a E s�i i a SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6203 WATER FONTANA WATER CO. 15966 ARROW ROUTE FONTANA, CALIFORNIA 92335 (909) 822-2201 GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (800) 427-2200 BENCHMARK: THE BENCHMARK FOR THIS CITY OF FONTANA BENCHMARK NO. 322 NGVD29, ELEVATION=1104.49' CHISELED "X" IN THE EAST END OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF CITRUS AVE. AND HUNTER STREET NOTE 7) (Q 7,711 7�1 - " " ' " " (5 �' 7 L.-A el L!l W �A T Ail 7(07�`LA7R �57(CXRW 7P7RA7U9 (QTTT (07T 7F(07( TTA7NA STORM DRAIN CONSTRUCTION NOTES THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. A. CONTRACTOR TO ADJUST ALL VALVE COVERS AND MANHOLE RIMS TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED. QUANTITIES DDT INSTALL 30" ADS HP STORM PIPE PER TRENCH INSTALLATION DETAIL ON SHEET 3_................................... 217 LF D50 CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. 3004 (WIDTH & V-DEPTH PER PLAN) ........................................................................ ...... ...... ... 1 EA ,, 8 CONSTRUCT MANHOLE PER CITY OF FONTANA STD. PLAN 3Q12....... .. 1 EA 659, CONSTRUCT MANHOLE PER CITY OF FONTANA STD, PLAN 3013................................................. .............. 1 EA G PROTECT IN PLACE (ITEM AS INDICATED ON PLAN) ................. N/A D 331 SAWCUT AND REMOVE EXISTING AC/AB AND REPLACE IN KIND AFTER STORM DRAIN INSTALLATION, LIMITS AS INDICATED ON PLAN.... ...... ........... ............................. ..............1,062 SF D136 CONSTRUCT LOCAL DEPRESSION AT CATCH BASIN PER CITY OF FONTANA STD. PLAN 3003 (CASE B), H=4" AND DETAIL ON SHEET 2 .... 1 EA Dim CONSTRUCT PIPE TO CHANNEL CONNECTION PER DETAIL ON SHEET 3........................................................ 2 EA D1� INSTALL ADS 30" HP DUAL WALL FABRICATED 45' BEND(3094APN)......................................................... 2 EA D2� REMOVE EXISTING CURB AND GUTTER............................................................... ...... ...... 34 LF D22� REMOVE AND REPLACE CURB AND GUTTER........................................................................... .............. 10 LF D287 REMOVE AND CONSTRUCT CHAIN LINK FENCE PER CALTRANS 2018 STANDARD PLAN A85, A85A AND A85B............................................................................................................ 20 LF D389 REMOVE EXISTING GROUTED RIP-RAP............................................................................................... - 270 SF F a e I i PHONE TE E I a �� AT&T 3939 E CORONADO STREET ANAHEIM, CA 92807 I (714) 237-6155 I i SEWER I CITY OF FONTANA 8353 SIERRA AVENUE i a LINE B FONTANA, CA 92335 (909) 350-6632 "EET LINE E CABLE LSH 2 PROP. 36" SD LINE R _ E_21RLCJ�E GRADING PLANS SPECTRUM 1500 AUTO CENTER DRIVEIONTARIO, CA 91761BIJO) 892-2253 I _ ��PROP. 24" SD LINE E SEE PRECISE GRADING PLANS - +"ALTRANS R '"" "- 1 / '*-'--CALTRANS R/W CALTRANS ,j CITY DE FONTANA R/W ' �; r FL STATE HI IO Y} 1 1 � i.. a SHEET INDEX MAP IN SCALE: 1 "=60' CALTRANS' NOTES: 1. ALL WORKS WITHIN CALTRANS RIGHT-OF-WAY SHALL COMPLY WITH THE LATEST EDITION OF CALTRANS HIGHWAY DESIGN MANUAL, 2018 CALTRANS STANDARD PLANS AND SPECIFICATION 2. WHERE DAMAGE IS CAUSED BY THE CONTRACTOR'S OPERATION, THE CONTRACTOR SHALL, AT HIS OWN EXPANSE, REPAIR OR REPLACE DAMAGE FACILITIES PROMPTLY IN ACCORDANCE WITH STATE SPECIFICATION AND/ OR AS DIRECTED BY CALTRANS REPRESENTATIVE. REVISION DESCRIPTION NO. DATE I ENGR. I CITY I DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS -10 BRING THEM INTO CONFORMANCE \v'ITH STANDARDS IRv EF F � _T. ��OFESSI®Nq F�� N0. 67512 EXPIRATION 6--30-2019 ET INDEX SHT NO. DESCRIPTION 1 TITLE SHEET 2 POPLAR AVE. STORM DRAIN PLAN AND PROFILE 3 STORM DRAIN DETAILS _f _FZOLL)V6 ul Huitt-Zollars, Inc. Ontario 3990 CONCOURS, #330 * ONTARIO, CALIFORNIA 91761 * (909) 941-7799 F_'ARED UNDER THE SUPERVISION OF: JOHNNY MURAD 67512 0®30-19 It R.C.E. EXPIRES LEGEND PROJECT LIMITS �v w P � PAP Q Q m O� N J � D_ Q � VALLEY BLVD a - [To] SLOVER AVE VICINITY MAP N NOT TO SCALE LEGEND - - EXISTING R/W - _ PROPOSED R/W EASEMENT CENTER LINE FIRE HYDRANT R PROPERTY LINE R/W .......... RIGHT OF WAY C ......... CENTERLINE BOT. BOTTOM SD . ...... STORM DRAIN SMH ......... SEWER MANHOLE STD ......... STANDARD SEW ......... SEWER TYP........... TYPICAL IMP........... IMPROVEMENT P.I.P...... ... PROTECT IN PLACE DWG ......... DRAWING EXIST......... . EXISTING RW .......... RECYCLED WATER INV ......... INVERT OF PIPE UT . - ..... UTILITY MH ......... MANHOLE SPPWC......... STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROPOSED STORM DRAIN - EXISTING SEWER EXISTING WATER EXISTING RECYCLED WATER EXISTING STORM DRAIN EXISTING GAS EXISTING TELEPHONE EXISTING ELECTRICAL EASEMENT TRENCH REPAIR UNAUTHORIZED CHANGES AND USES NOTESm CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTI,NIUOUSLY AND N`1T BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ADD ALL LIABILITY: REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTIi�=G LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. PRIVATE ENGINEERS NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES 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 AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE 'OfUPA.TIONAL SAFETY AND HEALTH REGULATIONS" OF T.S.HE UDEPARTMENT OF LABOR, AND WITH THE ST,,TE OF CALIFORNiA DEPARTMENT OF I'DUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAI RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILI T `" FOR I°`'B SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUD! IC" SAFETY OF 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 ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EL PC IL-0,(DIDO1 CALTRANS P� RMI T NO: ; ; _-18-6-DD-0463 CITY OF �Y - - , l - DRAWN BY: TITLE SHEET SCALE: R.P. AS SHOWN DE; IGN1 D BY: POPLAR TORM DRAIN DATE: D.W. 10/2018 CHECKED BY: s APP VED L! DWG. NO.: J.M. III'!i T-,0 57A � 1 C1 ENGINEER R.C.E. 51152 DATE: I � l i/ 3