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Home My WebLink About3433-1C14 0 CL GENERAL 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. 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 THE CITY ENGINEER FOR RESOLUTION. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, 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. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY 9. 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 MOVEMENT. 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. 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 THE 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. 12. 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. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. 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. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOT lFICATTON TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML 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. 18. 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 CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. 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. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. 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. 23. 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. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. 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. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. «IIS �. :►l��r0Jq 411110,q4r 11� X. I I,I,. :yr CITY OF FONTANA PACIFIC BELL CO. 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA 92335 ANAHEIM, CA 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY COMCAST ( CABLE TV ) 1981 W. LUGONIA AVENUE 1205 DUPONT AVE. REDLANDS, CA 92374 ONTARIO, CA 91761 335-7547 (909) 390-4738 EMERGENCIES: (800) (800) 427-2200 4 CONSTRUCT MANHOLE PER APWA STD. 322-1 CRAWFORD CANYON MUTUAL WATER CO. SO. CALIF. EDISON COMPANY ATTN: BILL VANDERKIEFT, JR. 300 N. PEPPER AVENUE (619) 868-6040 RIALTO, CA 92376 6 909 820-5598 - UNDERGROUND GENERAL TELEPHONE COMPANY 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA 91766 909 357-6223 - DISTRIBUTION FONTANA WATER COMPANY 8440 NUEVO AVENUE FONTANA CA 92235 F822-220 AX: )(909) 823- 5046 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL ENA07100M CHANGES AND (ISE& THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CITY OF FONTANA TRACT NO, 16271�1 STORM DRAIN PLAN 17 1 INDEX MAP SCALE. 1`_-100' MILLER AVENUE I I• *I3' " 1 1 1 tI) 1 1 1 1 0 BASIS OF BEARINGS: THE BASIS OF BEARING IS THE CENTERLINE OF MILLER AVENUE SHOWN AS N89'59'42"W, PER RECORD OF SURVEY, RECORDED IN BOOK 60 OF SURVEYS, PAGE 77, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO. RECORD DOCUMENT T%ese Record Documents have been prepared ,,��o�Es�io Lased on information provided by others. The �woQ -s_ H�,�F�, 1pesign Professional has not verified the accuracy Fy m 4nd/or completeness of this information and shall NQ. 439769 of be responsible for any errors or omissions cc Exp. 6131 i bic m bei corporated herein as a result -4 q or Oft <. DATE 1 VICINITY MAP NM a w%#w i LOCATION CONSTREXMON NOTES ESTWATE OF QUANITM cq 3" MAX. SIZE 1 I1NSTALL 66" RCP STORM DRAIN (1600-D) 908 LF 2 CONSTRUCT MANHOLE PER APWA STD. PLAN 320-1 1 EA 3 INSTALL BRICK & MORTAR PLUG PER DETAIL SHOWN HERE ON 3 Eq 4 CONSTRUCT MANHOLE PER APWA STD. 322-1 1 EA 5 REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY STD DWG NO. 131 16,871 SF 6 INSTALL 42" RCP STORM DRAIN (1600-D) 51 LF TOP OF STRUCTURAL PAVEMENT SUBGRADE Z 3 STORM DRAIN w w PIPE m m NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS It AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG SECTION A -A TRENCH DETAIL NTS BRICK AND MORTAR PLUG RCP SECTION B -B BRICK AND MORTAR PLUG TYPICAL FOR ALL DIAMETERS N.T.S. LEGEND -► DIRECTION OF FLOW > STREET LIGHT o SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION HGL HYDRAULIC GRADE LINE STJ INDICATES STREET STATIONS p O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHouLD of REQtM BENCIHMAM Prepared By: I? F Ess i0� CITY OF FONTANA, CALIFORNIA D C764 v„ NOT wrrH�r PREPARED FOR: ALLARD ENGINEERING �, TWO YEARS of rMl: DATE OF APPIRovAL1361,��°P `O � "AMS `Fti STORM DRAIN PLAN The Stratham Group B.M. SPIKE IN NORTH FACE OF O Civil Engineering -Land Surveying -Land Planning O F� DRAWN BY: SCALE: IsH01aN HEREON AND GARRI® FORTH Q1T A P.P. 1536697E ®S.W. CORNER OF 8253 Sierra Avenue � m AE TRACT N0. 16271'1 As NOTED DIAL DII.IGEl117' I[Al!1T111ER, THE CITY ENGEiEER XAY BASELINE AVENUE AND SULTANA AVENUE FPOontana, California 92335 w No. 43976 m TWO WORKING 2201 Dupont Drive, Suite 300 Exp. 6/30/05 M DESIGNED BY: DRY -LINE DATE. BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO Irvine, CA 92612 (909) 356-1815 Fax (909) 356-1795 * * AE T A AVENUE APRIL, 2004 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 BRM TIM INTO WITH (949) 833-1554 ext.226 � 5-1- sgTF Oc f v t � F o��P CHECKED BY: P ED BY: DRAWING NO.: 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i CCIDr AND STANDARDS IN EFFECT' (949) 833-7853 ELEVATION. 1365.01 David S. Hammer, A.C.E. 43976 Date F CAL % rr,l +�(/� �' ' D f �4ECUR0 D�'�IIYIiYG tt at 1�•(q• (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3 FILENAME: M:\0WG\12908\STORM\DRY PIPE\ 16271 - 1DP01.dwg cq 3" MAX. SIZE NATIVE SOIL 90% COMPACTED NATIVE 1 COMPACTED 95% 1:1 SLOPE OR FLATTERBACKFILL 6" MAX SIZE % OR ADEQUATE SHORINGNSELECTED 6" MIN. 8" MAX. GRANULAR BEDDING FROM ' TRENCH SIDE MATERIAL (1" MAX SIZE) { y GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' yr ; ° ' ''` ' " ` H "' OR GREATER IN DEPTH USE 1/2 fi=� CRUSHED STONE BEDDING Z 3 STORM DRAIN w w PIPE m m NOTES: 1. TRENCH WIDTH SHALL BE CONTROLLED TO TOP OF PIPE ZONE 2. TRENCH DEPTHS OF GREATER THAN 5' SHALL HAVE ADEQUATE SHORING 3. CLASS It AGGREGATE BASE ALL TRENCHES LESS THAN 100 FEET IN LENGTH NOTE. COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS DOUBLE COURSE 4" X 8" BRICK AND MORTAR PLUG SECTION A -A TRENCH DETAIL NTS BRICK AND MORTAR PLUG RCP SECTION B -B BRICK AND MORTAR PLUG TYPICAL FOR ALL DIAMETERS N.T.S. LEGEND -► DIRECTION OF FLOW > STREET LIGHT o SEWER MANHOLE [ ] INDICATES FUTURE ELEVATION HGL HYDRAULIC GRADE LINE STJ INDICATES STREET STATIONS p O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHouLD of REQtM BENCIHMAM Prepared By: I? F Ess i0� CITY OF FONTANA, CALIFORNIA D C764 v„ NOT wrrH�r PREPARED FOR: ALLARD ENGINEERING �, TWO YEARS of rMl: DATE OF APPIRovAL1361,��°P `O � "AMS `Fti STORM DRAIN PLAN The Stratham Group B.M. SPIKE IN NORTH FACE OF O Civil Engineering -Land Surveying -Land Planning O F� DRAWN BY: SCALE: IsH01aN HEREON AND GARRI® FORTH Q1T A P.P. 1536697E ®S.W. CORNER OF 8253 Sierra Avenue � m AE TRACT N0. 16271'1 As NOTED DIAL DII.IGEl117' I[Al!1T111ER, THE CITY ENGEiEER XAY BASELINE AVENUE AND SULTANA AVENUE FPOontana, California 92335 w No. 43976 m TWO WORKING 2201 Dupont Drive, Suite 300 Exp. 6/30/05 M DESIGNED BY: DRY -LINE DATE. BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO Irvine, CA 92612 (909) 356-1815 Fax (909) 356-1795 * * AE T A AVENUE APRIL, 2004 YOU DIG YOU DIG TOLL FREE 1-800-227-2600 BRM TIM INTO WITH (949) 833-1554 ext.226 � 5-1- sgTF Oc f v t � F o��P CHECKED BY: P ED BY: DRAWING NO.: 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i CCIDr AND STANDARDS IN EFFECT' (949) 833-7853 ELEVATION. 1365.01 David S. Hammer, A.C.E. 43976 Date F CAL % rr,l +�(/� �' ' D f �4ECUR0 D�'�IIYIiYG tt at 1�•(q• (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3 FILENAME: M:\0WG\12908\STORM\DRY PIPE\ 16271 - 1DP01.dwg