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Home My WebLink About3152-1at � �----- SrrE • ii RANDALL AVE > > TULLOCK ST ¢ `� > > Q A A >_ Lj Z Z D A Z z <: L3 J z Q Q a o MARYGOLD AVE. Q ® SAN BERNARDINO AVE W � t03 J ❑- __j VALLEY BLVD, 10 O n� OW r�.r.s. /-FRAME & COVER PER STD PLAN 635 3' MAX MORTAR ' DIA ADJUSTING RINGS 18' MAX AS REQUIRED C3 �cu F SLOPE= �• n_ "' SKIM A -A. �A[ NOTE: EXCEPT AS INDICATED HEREON OR ON THE PROJECT PLANS, MANHOLES SHALL CONFORM TO STANDARD PLAN 200 PLAN- CONCRETE MANHOLE. CALL UNDER GROUND SERVICE RT PRECAST SHALLOW MANHOLE DETAIL 48 HOURS B ORE YOU DIG APWA STD. CUAL NO. 201-0 1-800- 22-4133 PRIVATE e4ER5 NOTE TO CTOF THE EXISTENCE AND LOCATION ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLATS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE ST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN IN THESE PLANS THE CONTRACTOR IS REQUIRED TO USE DUE PRECAUTIONARY MEASURES TO PRITECT THE UTILITY LINES SHOWN ON THESE DRAWING. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURE SHOWN OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR FURTHER AGREE THAT N SHALL ASSUNE SOLE AND COMPLETE RESPONSIBILITY FOR .LOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND RTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LET BE UNITED TO NORMAL MING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDENNIFY, AND HOLD THE CITY THE OWNERS, AND THE ENGINEER HARNESS FRON ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE N WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1, CONSTRUCT 8" i e' NUE I AK OdTLET STRENGTH VCP �NLEI17-T ,�, 736 LF 2, CONSTRUCT 4` SEWER MANHOLE PER STD. DETAIL 112 MORTAR 16231 VALLEY BLVD. (909) DUPONT AVE 4' MIN, ONTARIO,CA 91761 ( 909) 428-8411 UNDISTURBED EARTH EMERGENCIES (800) 427 2200 SEICB-B- GENERAL TELEPHONE CO OPTIONALBASE .. � �^r• e�aL FONTANA,CA 92335 J`� (909) 820 5598- UNDERGROUND - 1 z = i !� j � I (909) 637 1233- PIPELINES FONTANA WATER COMPANY (909) 357 6233- DISTRIBUTION ATTN: MICHAEL J McGRAW (800) 422 4133 SKIM A -A. �A[ NOTE: EXCEPT AS INDICATED HEREON OR ON THE PROJECT PLANS, MANHOLES SHALL CONFORM TO STANDARD PLAN 200 PLAN- CONCRETE MANHOLE. CALL UNDER GROUND SERVICE RT PRECAST SHALLOW MANHOLE DETAIL 48 HOURS B ORE YOU DIG APWA STD. CUAL NO. 201-0 1-800- 22-4133 PRIVATE e4ER5 NOTE TO CTOF THE EXISTENCE AND LOCATION ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLATS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE ST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN IN THESE PLANS THE CONTRACTOR IS REQUIRED TO USE DUE PRECAUTIONARY MEASURES TO PRITECT THE UTILITY LINES SHOWN ON THESE DRAWING. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURE SHOWN OR NOT SHOWN ON THESE PLANS, THE CONTRACTOR FURTHER AGREE THAT N SHALL ASSUNE SOLE AND COMPLETE RESPONSIBILITY FOR .LOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND RTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LET BE UNITED TO NORMAL MING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDENNIFY, AND HOLD THE CITY THE OWNERS, AND THE ENGINEER HARNESS FRON ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE N WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 1, CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN 736 LF 2, CONSTRUCT 4` SEWER MANHOLE PER STD. DETAIL 112 1 EA. 3. CONSTRUCT CLEANOUT PER STD, DETAIL NO, 128 2 EA, 4. CONSTRUCT 4" SEWER LATERAL_ PER STD. 125 909 LF 5. CONSTRUCT PRECAST SHALLOW SEWER MH PER A. P, W. A, STD, NO, 201-0 1 EA. (SEE DETAIL THIS SHEET) CITY OF FONTANA PACIFIC BELL CO ATTN: CARLOS NAVARRO ATTN: VIRGINIA BECKER 8353 SIERRA AVE. 3939 E. CORONADO STEET FONTANA, CA92335 ANAHEIM, CA 92807 ( 909) 350 6632 ( 714) 665 5467 SO CAL GAS COMPANY COMCAST CABLE TV ATTN: GREG GASPAR ATTN: JACK HAYES 16231 VALLEY BLVD. (909) DUPONT AVE FONTANA,CA 92335 ONTARIO,CA 91761 ( 909) 428-8411 ( 909) 390 4738 EMERGENCIES (800) 427 2200 GENERAL TELEPHONE CO SO CAL EDISON COMPANY ATN: STEVE HOCK 7951 REDWOOD AVE 1400 E PHILLIPS BLVD. FONTANA,CA 92335 ONTARIO, CA 91756 (909) 820 5598- UNDERGROUND (909) 422 4133 (909) 875 5100- TRANSMISSIONS (909) 637 1233- PIPELINES FONTANA WATER COMPANY (909) 357 6233- DISTRIBUTION ATTN: MICHAEL J McGRAW (800) 422 4133 8440 NUEVO AVENUE FONTANA, CA 92355 CRAWFORD CANYON MUTUAL WATER COMPANY (909) 822 2201 ATTN: BILL VANDERFIEFT JR. FAX - (909) 823 5401 ( 619) 858 6040 UNDERGROUND SERVICE ALERT ( 800) 422 4133 OWNER. PRO CONSTRUCTION 31835 HILL ROAD GRAND TERRACE,CA 92324 PHONE ( 909) 783-8852 FAX ( 909) 783-7863 RICHARD M. KL I NE R. C. E. 30574 DATE EXPIRES 3-31-2004 BENCHMARK NORTHEAST E.C.R. OF TULLOCK STREET AND PALMETTO AVE. AS SHOWN PER TRACT NO, 6188 STREET IMPROVEMENT PLANS ELEV. PER PLAN = 1106. 86 REV. DATE APPROVAL. I DESCRIPTION m lout ELI . x1f I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ('GREEN BJOOK') ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATESET EDITION UNLESS OTHERWEISE NOTED.. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT 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 MATERLM_ AND METHuI;S ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNTIY DEPT., ENGINEERING DVISIOK, PRIOR IO THE START OF OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTD 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) 5. THE CONTRACTOR SHALL CONFROM 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 CONTROLLER, 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR 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 POTENTIAL EXISTS FOR GROUND MOVEMENT. 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10, THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER IT SHALL BE THE RESPONSIBILTY OF THE CONTRACTOR TO DETERMINE , IN THE FIELD THE TRUE LOCATIONS AND ELEVATION OF ANY EXISTING UTILITIES AND EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800- 422-4133 TWO WORKING DAYS BEFORE EXCAVATION. 11. 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 COMAPNIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES I 12. 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 IIPERATIDN AND HATER REOUIRENENTS, 13. STATIONING REFERS TO CENTERLINE OF SEWER EXCEPT WHERE OTHERWISE NOTED, 14. 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 PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION, 15. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS . MONUMENT TIES, OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 16, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES, AND BENCHMARKS, 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 THE MONUMENT. 17. THE CNTRACTOR 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. 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL INCLUDING ADEQUATE WATERING AT ALL TIMES. 19. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR OR DEBRIS TO TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. 21. 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. 22. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENT. UPON INSPECTION OF THE SITE . THE CITY ENGINEER MAY REQUIRE TEMPORARY NON ERODIBLE SWALES ENERING OR LEAVING IMPROVEMENTS. 23, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM TO GRADE, COLOR AND FINISH TO MATCH IXISTING CONCRETE. 24. IF SEWER CONSTRUCTION IS TO BE DONE IN PHASES, THE CONTRACTOR SHALL PROVIDE A TERMINAL CLEANOUT AT THE PHASE BOUNDARY, NOT MORE THAN 150 FEET FROM THE DOWNSTREAM MANHOLE, SEE CITY OF FONTANA STANDARD DETAIL FOR TERMINAL CLEANOUT. 25. SANITARY SEWER LINES SHALL BE CONSTRUCTED OF BELL AND SPIGOT TYPE VITRIFIED CLAY PIPE (VCP) EXTRA STRENGHT CLASS AND SHALL CONFORM TO THE PROVISIONS OF THE ASTM DESIGNATION C700 FOR V. C. P. 26, NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APROVAL OF THE CITY ENGINEER. 27, SHORT VCP STUBS WITH FLEXIBLE COMPRESSION JOINTS SHALL BE USED AT MANHOLE WALLS TO ALLOW FOR MINOR DEFLECTIONS IN ALIGNMENT. 28. PRIOR -TO CONSTRUCTION , THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS,. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILTIES DOES NOT IMPLY CORRECTNESS OF OF ELEVATIONS OR LOCATIONS SHOWN ON THESE PLANS. 29, ALL 4' HOUSE LATERALS SHALL BE INSTALLED AT A 2`7.. MINIMUM GRADE UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. 30. TERMINATE ALL 4' HOUSE SEWER LATERALS 3 FEET INSIDE THE LOT WITH A PLUG 12' BELOW THE GROUND SURFACE. WHEN PUBLIC UTILITY EASEMENTS EXIST NEXT TO THE STREET RIGHT OF WAY, THE LATERAL SHALL TERMINATE 3 FEET INSIDE THE LOT AS MEASURED FORMTHE UTILITY EASEMENT. 31. THE SEWER CONTRACTOR SHALL STAMP AN -S' IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 32. IF IEXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS , THE CONTRACTOR SHALL NQFIFY THE ENGINEER AND ALL AFFECTED AGENCIES IM.MEDIAT.ELY. 33. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 34. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 35. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 36. ALL MANHOLES, CLEANOUT FRAMES. COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING, 37. UPON COMPLETION OF CONSTRUCTON, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY ENGINEER. 38. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD. WHO SHALL PROVIDE DRAWINGS TO THE CITY ENGINEER. California Regional Engineers �-�3W5 Via CA. 92584 ��- (W9) 679-4193 Fax (9W) 679-4195 _ Mertee CITY OF FONTANA CALIFORNIA PUBLIC WORKS DEPARTMENT _SCALE -1 ' G_ SEWER IMPROVEMENT PLAN _ ® and TU lCiNED BY. NECKED APPROVEDDWG. NO. . 1 RMK : Ct► ENGIN ER RCE 51152 DATE 315 2