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HomeMy WebLinkAbout3784-1CITY OF FONTANA OFF SITE ONSITE STORM DRAIN IMPROVEMENT STORM DRAINIMPROVEMENTNOTES PLANS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA Q.F10.6cfs STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS Qfalcfs ----� , FOR PUBLIC WORKS CONSTRUCTION (-GREEN BOOK-). ALL REFERENCE SPECIFICATIONS + IQ.�15.1)cfs I I I I AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. I 11. cfs TI 1 1 I I X27 I I I 25. 5c R _ 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT 11ft9. ; J-- CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER I FOR RESOLUTION. I I 8 7 6 5 4 3 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. N 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE I W ONE WEEK PRIOR TO IMPLEMENTING DETOURS. Z j - - _ = 9 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY O to _ RAMONA Z/E.Nj DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. 2 j Q `g INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR Q 10 - - TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. I 29 30 31 32 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, I LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. I 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, I 12 DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 1 28 27 26 25 S. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK 13 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 I 14 -ijyA pi , SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS ( - -4 PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATEOF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN 15 THE POTENTIAL EXISTS FOR GROUND MOVEMENT. I 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT I c� 16 17 18 19 OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. I I M 10. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 0.98cfs HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE W J D FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE CB%1 '~ CITY OF MH 2 -� PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT CnMILLER N •• ••J UNDERGROUND SERVICE ALERT AT 1-800-227-2600 _---- -I- TWO WORKING DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES I 4 � 5 22 INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, ( ; ---- w---- LANDSCAPING, LANDSCAPE, IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, II! I 6 w I 21 STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN Z TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. I �----- M 1 ---� 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES C7 r I Q ( I W 20 WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH I U I 2 ( 7 Z W = THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. I O �----- --- J 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. I ------ I 8 Q I 19 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 ( 1 r SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION I L ------J 9 I 18 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. ( ------ 10. I I 10 1 17 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, I 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 I THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER I I 11 16 ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED- ------- I I I FOR LATER REPLACEMENT OF THE MONUMENT. w I I I------ - -----� 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL LL W�------� 12 I 15 TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION EE Q 0 � L AREA FOR RESIDENTS AND EMERGENCY VEHICLES. t1.. CO I I - �'�S- 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, I I 13 14 INCLUDING ADEQUATE WATERING, AT ALL TIMES. JPER I CC UNTY 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO TR. 1 1 2 ALLEY I_ BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY -- -� DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. OUTLET INTO - - - - - - 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. EXIST STREET INDEX MAP � 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO 1"-l00' OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE UTILITY PURVEYORS WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. AND SWALES FROM UNDERMINING NNlER SAN CABREL IK47 R CO. TELEPHONE PAC#X BELL 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, 1142 GAREY AVE 3939 E COIMORADO ST., 2nd FLOOR STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE EL MO TE, G AWAFIt]A/, CA 92807 TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. ATTOiT1ON. JACK SME ATTENTION. LARRY SNCdAW 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH 1ETEPHONE.- (626) 448-6183 TELE ome (714) 666_5500 TO MATCH EXISTING CONCRETE. SEWER Cm, OF fiONTANA ELECTRIC SOUTHERN CAUFORN14 EDISON COMPANY PRIVATE ENGINEER NOTE FONIAAA ' � 7951 0° AW_ FgNTAIW, C,A 92336 ATTENTION. BROW WREN ATTENTION. FML STEWART CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED TELEPFO C (909) 350-6632 (909) 357-6231 CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF GAS SOUTHERN CALIFORIWA GAS COMPANY CABLE ADELPH14 CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT P.O. BOX 97 DUPONT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO SAN DWS, CA 91773 1260 1260DONTARIO, GI Sr NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, ATTINTOIN: LIAN REIWXFR INDEMNIFY AND HOLD DESIGN PROFESSIONAL AND THE CITY HARMLESS FROM ANY AND ALL A7TDVWN: 04 CFff1N0OD LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 1Q.EPf". (909) 335-7760 TELEPHONE (909) 350-6731 PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. 0 0 REV REV" DESM1101 DACE ENW CITY DACE TRACT 16482 ` INN o= STORM DRAIN IMPROVEMENT NOTES CONT'D oM CITY OF o ALE FONTANA 0 ilk o M N 0) TE 10-10-05 O N C ML 3784 7 io 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR _ - - APPROVAL OF THE CITY ENGINEER. FOOTHILL BOULEVARD SITE SHALL EXPOSE EXISTING FACILITIES, M ` p o= STORM DRAIN IMPROVEMENT NOTES CONT'D oM o ALE 0 ilk o M N 0) TE 10-10-05 O N C ML 3784 7 io 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR _ - - APPROVAL OF THE CITY ENGINEER. FOOTHILL BOULEVARD 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY OF APPROVAL OF COUNTY OF SAN BERNARDINO CONNECTIONSOFACILITIES DOES ELEVATIONS OR LOCAONS IMPLY CORRECTNESS OF VICINITY MAP p SHOWNONTHE PLANS. 33 34 0 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED NTS IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL CONSTRUCTION NOTES QUANTITIES ( AFFECTED AGENCIES IMMEDIATELY. O1 CONSTRUCT 21 " RCP (D -LOAD PER PROFILE) 629 L. F. ~ 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE 14 23 22 z BEEN PLACED, INSPECTED AND APPROVED. O2 CONSTRUCT 24" RCP ( D -LOAD PER PROFILE) 270 L. F. � 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR c TO PAVING OF STREET. O CONSTRUCT CATCH BASIN PER APWA STD. PLAN 300-2 ON SHT 5 3 E.A. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW PRIOR TO PAVING OF STREET. ASPHALT PAVEMENT O CONSTRUCT MANHOLE STRUCTURE PER APWA STD. PLAN 321-1 ON SHT 6 2 EA - - - 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO 50 .NOT USED E-A. FINISHING GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. - � - 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, O6 CONSTRUCT 1' X 1.37' RCB (MODIFIED) PER CAL -TRANS STD D80, ON SHT 5 55 L. F. STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION w OF THE CITY TRAFFIC ENGINEER. 07 CONSTRUCT 1' X 3' RCB (MODIFIED) PER CAL -TRANS STD D80, ON SHT 5 67 L. F. 20 21 w 33. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER O CONSTRUCT A MODIFIED CULVERT OUTLET HEADWALL W/RIP-RAP PER DETAIL 201 1 E.A. CD OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. OF S.B.C.R.D., SEE DETAIL ON SHEET 6 1 fs 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. O9 REMOVE EXISTING 24" PIPE 79 LF. SHEET INDEX 10 CONSTRUCT RIP -RAP PER DETAIL ON SHT 5 1 EA. - AVENUE 1. TITLE SHEET 11 CONSTRUCT HEADWALL, WING TYPE PER S.B.C.R.D. STD. 209 (USE 24" DESIGN) ON SHT 5 1 E.A. _ _ 2. STORM DRAIN IMPROVEMENT PLAN FOR LOCUST AVENUE 12 INSTALL 6 - PVC (SDR 35) 186 L. F. SHEET 3 - 3. STORM DRAIN IMPROVEMENT PLAN FOR ASPEN AVENUE do MILLER AVENUE -UNE "A" 13 TRENCH AND REPAIR PER CITY STD DETAIL 1031 561 L. F. 14 REMOVE do REPLACE 4' WIDE SIDEWALK PER CITY STD DETAIL 1015, OR TO NEAREST 700 S. F. 4. STORM DRAIN IMPROVEMENT PLAN FOR LOT 21 (DETENTION BASIN) SCORE LINE 5. DETAILS 15 CONSTRUCT MODIFIED DISCHARGE STRUCTURE PER CITY OF FONTANA STD DWG NO 124 1 E.A. ON SHEET 6 (SEE MODIFIED DETAILS) 6. DETAILS 16 CONSTRUCT 8" X 3.3' RCB (MODIFIED) PER CAL -TRANS STD D80, ON SHT 5 96 L. F. 7. DETAILS 1© REMOVE EXISTING BOX INLET 1 E.A. BENCH MARK: 18 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER APWA STD DWG NO 308-1 2 E.A. ON SHT 5 AND 6 BENCH MARK 0255 9/67 19 CONSTRUCT SIDE OPENING CATCH BASIN, CASE PER PLAN, PER APWA STD DWG 4 E.A. ALDER & MILLER - PK NAIL WEST END S" LEGEND NO 314-2 OR AS NECESSARY, ON SHEET 6 ELEVATION 1358.31 ©0 CONSTRUCT 18- RCP ( D -LOAD PER PROFILE) 31 LF. RCP BASIS OF BEARINGS: CA OR C.L. REINFORCED CONCRETE PIPE CENTERLINE 21 PROTECT IN PLACE - - CENTERLINE OF MILLER AVENUE AS BEING CFS FPS CUBIC FEET PER SECOND FEET PER SECOND 0 CONTRUCT PCC BACKFILL - ONE SACK MIX 177 LF. TOP OF STRUCTURAL N89'46'44'E SHOWN AS N89'46'38"E PER T. CENTERLINE © CONSTRUCT TRAFFIC TYPE JUNCTION STRUCTURE (WITH CHAMBER) PER CITY OF 1 EA PAVEMENT SUBGRADE TRACT MAP NO. 13744 M.B. 213-49-50 DIP DUCTILE IRON PIPE FONTANA STD DWG NO. 122 LAT LATERAL ©4 REMOVE & REPLACE 6" CURB do GUTTER PER CITY STD DETAIL 1003, OR AS NECESSARY 90 S. F. APWA AMERICAN PUBLIC WORKS ASSOCIATION 04 1 INV INVERT ©5 CONSTRUCT CURB OPENING CATCH BASIN W MANHOLE IN PUE PER APWA 9 STD DWG NO 307-2, ON SHT 5 (MODIFIED E.A. 3' MAX. SIZE INT INTERSECTION 90% COMPACTED NATIVE I NATIVE SOIL PA PROPERTY LINE ©6 CONSTRUCT 7WAA4ffr19W S?Je CnW AA? AP A.,T,12• -PzA4( 34p-1, OAvsHEF7- '7 1 E.A. 1:1 SLOPE OR FLATTERBACKFILL 6- MAX SIZE COMAC11D 95% PUE PUBLIC UTILITY EASEMENT OR ADEQUATE SHORING 6' MIN. PVC POLY VINYL CHLORIDE © INSTALL TRASH RACK PER APWA STD DWG NO 361-0, PER DETAIL ON SHEET 7 1 E.A. GRANULAR BEDDING FROM v 8- MAX. ELEV R/W ELEVATION RIGHT OF WAY E.A. SELECTED TRENCH MATERIAL -MAX S SEWER LINE (1 SIZE) STA STATION ©9 INSTALL BRICK AND MORTAR PLUG PER S.B.C.F.C.D., DWG NO S.P. 176A 1 EA. - - - ST. STA STREET STATION SEE STD. ON SHEET 7 GRANULAR BEDDING FROM � ' : : r � ^' - SD STORM DRAIN LINE ENGINEER'S NOTICE TO CONTRACTORS SELECTED TRENCH SIDE STD. STANDARD MATERIAL FOR PIPE 10' OR a EC END OF CURVE THE EXISTENCE AND LOCA77ON OF ANY UNDER&OOND OR OVERHEAD UTILITIES OR STRUCTURES GREATER IN DEPTH USE )f BC BEGINNING OF CURVE SHOWN ON THESE PLANS ARE APPROXIMATE THE ENGINEER ASSUMES NO LIABILITY AS TO THE CRUSHED STONE BEDDING PRC POINT OF REVERSE CURVATURE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR IRRIGATION LINES WHOSE LOCATION ARE NOT z %� TORI DRAIN PIPE 3 o � P.E. PAD ELEVATION SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION L ``j°D M.H. MANHOLE COMPANIES PRIOR TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS, WHETHER OR NOT SHOWN =- °D BOT. BOTTOM HEREON, AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED 'UAND 12� CO R NOTES: GB GRADE BREAK UTILITY RELOCATIONS MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 2 9 dx3 1. TRENCH WIDTH SHALL BE CONTROLLED TC TOP OF CURB CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY COMPANIES. THE CONTRACTOR LU j�R�w Irtl� `L fto �e-a� s aftwo m ' TO TOP OF PIPE ZONE PROP. PROPOSED SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVICE ALERT (U.S.A.) PHONE 1-800-227-2600 7W0 �� n'y,' 2. TRENCH DEPTHS OF GREATER THAN 5' EXIST. EXISTING 2 WORKING DAYS PRIOR TO DIGGING. NO CONSTRUCTION PERMIT ISSUED 08 --I O`� SHALL HAVE ADEQUATE SHORING W WATER LINE BY PUBLIC WORKS DEPARTMENT SHALL BE VAUD INVOLVING UNDERGROUND FACILITIES UNLESS THE , �'�a Np�SS3�p�a 3. CLASS II AGGREGATE BASE ALL TRENCHES WS WATER SURFACE APPLICANT HAS AN INQUIRY IDENTIFICATION NUMBER ISSUED BY U.SA. THE ESTIMATED QUANTITY EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE PLANS SHALL BE CONSIDERED AS FOR LESS THAN 100 FEET IN LENGTH (450,00) INDICATES EXISTING ELEVATION APPROXIMATE ONLY AND NO GUARANTEE IS MADE THAT THE QUANTITIES WHICH CAN BE DETERMINED O1fNER 450.00 INDICATES PROPOSED ELEVATION BY COMPUTATIONS, BASED ON THE DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL K. HOVNANIAN FORECAST HODS NOTE: EP EDGE OF PAVEMENT THE ESTIMATED QUANTITIES. SHELLY JORDAN COMPACTION SHALL BE 90% IN ALL ZONES AP ANGLE POINT SENIOR LAND PLANNING MANAGER UNLESS OTHERWISE SPECIFIED. TRENCH STABILITY R/W - - - - - - - THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE STREET, SUITE 402 JCA. SHALL CONFORM TO CAL -OSHA REQUIREMENTS OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINAT70N AND BE RESPONSIBLE FOR HIS OWN ONTARIO, I ONTARIO, CA. 91761 91 _ _ CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK, OR PORTION THEREOF, PHONE 909-937-3270 SS/WA / REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY USTED IN THE ES77MATE OF QUANTITIES FAX: 909-390-5686 TRENCH BEDDING DETAIL SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. CELL: 909-772-7818 NTS �.. tiN L&ELOED 12SAW10 • 1- 1-61 -0/7b& SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN DIAL 11100 WORKING HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY BEFORE DAYS BEFORE YOU DIG YOU DIG ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO TOLL IKE 1-800-227-2600 CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. A PUBUC SERVKM BY UNDERGROUND SERVICE ALERT 1 Q�fESS/ 0t"Kw oaf c. r No. 31681 i * Exp. 12/31/06 \`rl.9 CIVIC F OF CA1.\F/ o .. ngineedng- Surveying -Planning-Landscape Architectur wN BY. MSM 9130 Anaheim PI., Ste. 120 -Rancho Cucamonga, CA 91730.909-919-7800 BY: PREPARED UNDER THE SUPERVISION OF: MSM f / M4 4-117/0 ea' RLB PARZ=ARCELON, P.E. R.C.E. 31681 DATE CITY OF FONTANA, CALIFORNIA STORM DRAIN IMPROVEMENT PLAN TITLE SHEET _, p o= a0 0 oM o ALE 0 AS SHOWN o M N 0) TE 10-10-05 O N C ML 3784 7 io �a