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Home My WebLink About4404-1STORM DRAIN IMPROVEMENT 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 TO 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 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 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. 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. 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 CONTRACTOR 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 o WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. V) 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING 1-3 STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE cn TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 0 i 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH Ir - It TO MATCH EXISTING CONCRETE. a c 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR v 1. APPROVAL OT HE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, 9 AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF E Lo 0 CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF a ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. •L o .o BASIS OF BEARINGS CD E BEARINGS ARE BASED ON THE WESTERLY UNE OF V THE NORTHEAST OUARTER OF SECTION 23, TOWNSHIP C 1 NORTH, RANGE 6 WEST, SAN BERNARDWO MERIDIAN, AS SHOWN ON AMENDING MAP OF TRACT 13750, RLED F IN BOOK 250 OF MAPS, AT PAGES 48 THROUGH 66, INCLUSIVE, IN THE OFRCE OF THE COUNTY ORDER o ro OF SAN BERNARDINO COUNTY, BEING NORTH OaW24' 04 WEST. BENCH MARK: ul 00 0 DESCRIBED BY METROPOLITAN WATER DISTRICT SO. } CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE 0 `0 0 INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE .. C SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101 0 -3 FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37 FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSF- vm Z = ON THE NORTHWEST CORNER OFA 10 FOOT WIDE rn °' CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD 3 0 MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". o ) NAVD 88 - 1508.56 (FEET) LEGAL DESCRIPTIONS DUNCAN CANYON STORM DRAIN IMPROVEMENT PLANS MPSD LINE "A" -PHASE 11 E10 1-15 TO CITRUS AVENUE CITY OF FONTANA SHEET 2 / PROPOSED NPSD LINE "A"P 1 APN. I _� \ 0226-007-034 \�41 � = - - /111 II �� APN. 107-026-007 I L.1 P�' � I -C K I APN. I R/w 0226-007-033 DOST. R/W 7107-026=008 SHEET 3 II I APN. I FUTURE R/W 0226-007-032 maw Comm -- �r -T- -,--rjt--+--- : R/W INDEX MAP 1 "_ -,so 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 CIN 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 STORM DRAIN PIPE IS 1350. 35. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONRETE 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 STRENGHT IN THESE REACHES SHALL BE FC = 5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND FC = 6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. ENGINEER'S NOTICE TO CONTRACTORS 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILTY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEPEND, 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. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SHEET INDEX 1 TITLE SHEET/VICINITY MAP/INDEX MAP 2 LINE "A" STA. 21+21.80 TO STA. 30+00.00 3 LINE "A" STA. 30+00.00 TO STA. 36+61.17 4-6 DETAIL SHEET - RCB STRUCTURAL LAYOUT BEING A SUBDIVISION OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN, COUNTY OF SAN BERNARDINO. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SOIL ENGINEER LOR GEOTECHNICAL GROUP INC. 61M OUAIL VALLEY COURT RIVERSIDE CA. 92507 PI} (951) 6531760 Fax. (951) 653-1741 LINE l FUTURE MPSD LINE "A" PHASE III iiii� 1:1 SLOPE OR FLATTER OR ADEQUATE SHORING 90% COMPACTED NATIVE BACKFILL 3" MAX SIZE 6;; MIN. 1 8 MAX. F FA sp- AA_ STORM DRAIN PIPES 0.6'D' GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL FOR PIPE 10' OR GREATER IN DEPTH USE 112 CRUSHED STONE BEDDING. TRENCH DETAIL NOT TO SCALE EXISTING SOUTH FUTURE Raw NORTH CONSTRUCTION RIyy CROWNLINE 62' 1 10' 14' 58 FUTURE AC 20' PAVEMENT FUTURE CONC. -� CURB & GUTTER COVER VARIES FROM 5' TO 12' OVER RCB 3" MAX. SIZE NATIVE SOIL COMPACTED 95% GRANULAR BEDDING FROM SELECTED TRENCH SIDE MATERIAL (1 " MAX SIZE). w Z m Z 0 r w m 30' v� F 15 SITE I I COYOTE CANYON DIC A N qANYON RD. ROAD I I I' Q CASA GRANDE AVE. W SUMMIT A V. U � U J WCINffY MAP N.T.S. CONSTRUCTION NOTES QUANTITIES O1 CONSTRUCT 12'W X 10'H CAST -IN-PLACE RCB PER 1225 LF CATCH BASIN STRUCTURAL DETAILS ON SHEET 4. FLOW LINE (GUTTER) 2O CONSTRUCT RCB MANHOLE PER SPPWC STD. PLAN 323-1. 3 EA INVERT ELEVATION (SEE SHEET 6) MANHOLE 3O RELOCATE BY OTHERS. 1 EA O4 CONSTRUCT TRANSITION STRUCTURE PER SPPWC 341-1. 2 EA SEW (SEE SHEET 6). STA O5 CONSTRUCT 14'W X 8'H CAST -IN-PLACE RCB PER 30 LF VCP CALTRANS STD. PMN 080. (SEE SHEET 6) WAT O6 CONSTRUCT CONCRETE BULKHEAD PER RCFC & WCD STD. M816. 3 EA O7 GRADE SWALE PER SW,4LE DETAIL ON SHEET 3. 1330 LF O8 CONSTRUCT 48" CMP RISER PER RCFC & WCD 4 Eq m+ Ta+- STD. DWG. CB108 AND CONCRETE APRON (SEE SHEET 5). O9 CONSTRUCT 36" RCP (D -LOAD PER PROFILE). 138 LF 11 CONSTRUCT 24" RCP (D -LOAD PER PROFILE). 57 LF 12 CONSTRUCT PIPE TO RCB JUNCTION STRUCTURE 5 EA PER APWA STD. PLAN 333-1. 13 INSTALL 24" DIAMETER - 3/8" THICK STEEL CASING. 1 EA ( L=54.00'; 5=0.005) LEGEND 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 11 AGGREGATE BASE ALL TRENCHES LESS THAN 100' IN LENGTH. NOTE: COMPACTION SHALL BE 90% IN ALL ZONES UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY SHALL CONFORM TO CAL -OSHA REQUIREMENTS. RECORD CENTERLINE EXISTING SOUTH R/W 30' 14' 2.0%2.0% I PROP. MAP 12'X8' RCB � co 10' FUTURE AC`�. I \�\�,, PAVEMENT _ FUTURE FUTURE CONC. MED. CURB CURB & GUTTER RCB TRENCH DETAIL FUTURE DUNCAN CANYON ROAD TYPICAL SECTION N.T.S. REV. REVISION DESCRIPTION DATE ENGR. CITY 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 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. SEAL -ENGINEER QROfESS/ONq� nom% ARIC M. TORREYSON No. 66068 Exp. 06-30-08 s� CIV1�_ 9lF OF C CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES AND PROVIDE SHOP DRAWINGS APPROVED BY A CIVIL ENGINEER FOR SUPPORT OF EXISTING PIPE CROSSING SUSPENDED ABOVE PROPOSED RCB TO THE SATISFACTION OF THE AFFECTED AGENCY CIL OR C. L. OR � CENTERLINE CB CATCH BASIN FL FLOW LINE (GUTTER) G.T.D. GRADE TO DRAIN INV INVERT ELEVATION MH MANHOLE R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE SD STORM DRAIN SEW SEWER STA STATION TC TOP OF CURB VCP VITRIFIED CLAY PIPE WAT WATER - -- CENTERLINE - - - RIGHT -OF -WAY -w -w -w -w- WATER -Ea" -Ea+ ELECTRIC OVERHEAD m+ Ta+- TELEPHONE OVERHEAD EASEMENT CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA A TTN: KEITH KRAMER 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6644 SO. CALIFORNIA GAS COMPANY ATTN: FRANK VARGAS 1981 LUGONIA AVENUE REDLANDS, CA 92374 (909) 335-7781 EMERGENCIES: (800) 427-2200 SOUTHERN CALIFORNIA EDI SON COMPANY ATTN: ROBERT AHREND T (909) 357-6546 7951 REDWOOD AVENUE FONTANA, CA. 92336 (909) 820-5598 UNDERGROUND (909) 820-5137 TRANSMISSION (213) 637-1233 PIPELINES (909) 357-6589 DISTRIBUTION (800) 227-2600 UNDERGROUND SERVICE ALERT (800) 227-2600 A E I -,A*&CASC I ENG 1 N EEIZI NG DRAWN BY: 937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324 B.C. PH. (909) 783-0101 FAX (909) 783-0108 DESIGNED BY: C.M. PREPARED BY. ARIC M. TORREYSON R.C.E. NO. 66068 EXP. TE: 06-30-0 CHECKED BY: lt C1 /0 A.M.T. - Z� - DATE: A - VERIZON ATTN: FRANK ANGUSTAIN 16071 MOJAVE DRIVE, BLDG. A VICTORVILLE, CA 92392 (760) 245-0330 TIME WARNER A TTN: ROD MESA 1500 S. AUTO CENTER DRIVE ONTARIO, CA. 91761 (909) 975-3405 FONTANA WATER COMPANY ATTN: STEVE GAD 11142 GARVEY AVENUE EL MONTE, CA 91733 (626) 448-6183 FAX (909) 823-5046 CUCAMONGA COUNTY WATER DISTRICT ATTN: RUSSELL SIL VA 10440 ASHFORD STREET RANCHO CUCAMONGA, CA 91729 (909) 987-2591 CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENTS DUNCAN CANYON ROAD MPSD NE A -PHASE 0 I-15 TO US AVENUE, TITLE SHEET APP ED /9Y- � vl- /O CIN ENG ER R.C.E. 51152 DATE: SCALE: AS SHOWN DATE: APRIL 2008 DRAWING NO.: 4404 6