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HomeMy WebLinkAbout4032-1rh UPLAND AC ASPHALT BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN 55L BUILDING SETBACK UNE CF CURB FACE CG CENTER -GRADE OF PIPE EC END OF CURVE ECR END OF CURB RETURN EP EDGE OF PAVEMENT IFF FIN15HED FLOOR FG FIN15HED GRADE FL FLOWLINE ELEVATION FLG FLANGED FS FIN15HED SURFACE GB GRADE BREAK HDC HIGH DEFLECTION COUPLING HIVIA HOT MIX ASPHALT INV PIPE INVERT ELEVATION MH MANHOLE MJ MECHANICAL JOINT PAD PAD ELEVATION PCC PORTLAND CEMENT CONCRETE PL PROPERTY UNE PP POWER POLE RIM MANHOLE RIM ELEVATION R/W RIGHT-OF-WAY SEP SEPARATE 5TD STANDARD 5T IMP STREET IMPROVEMENT TB TOP OF BERM TC TOP OF CURB TF TOP OF FOOTING TR TOP OF RETAINING TW TOP OF WALL VC VERTICAL CURVE WC GATE VALVE X.XX PROPOSED ELEVATION (.:'%`) EXISTING ELEVATION K)m FUTURE ELEVATION FOOTHILL I BLVD LU W Q Q ARROW BLVD W Q MERRILL Ge �I gl Io RANDALL I I AVE VALLEY INTERSTATE 1'0 WowvW lY ASAP THOWS SAM. GUIDE PAGE 574, W. F-3 o REMOVE EXISTING UNDER SIDEWALK DRAIN . . . . . . . . . . . . . . . . . . . . . I EA W INSTALL FRAME AND COVER PER APWA STD. 152-1 . . . . . . . . . . . . . . . > BLVD. v 5AWCUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oZ AVENUE URLI TIES: WATER COMPANY FONTANA WATER CO. 8440 NUEVO AVENUE FONTANA, CA 92334 (909) 822-2201 SEWAGE DISPOSAL CITY OF FONTANA 8353 SIERRA AVENUE FONTANA CA 92335 (909) 350-GG32 ELECTRIC SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVE. FONTANA, CA 92335 (909) 335-7750 GAS THE GAS COMPANY 1981 W. LUGONIA AVE. (909) 335-7847 TELEPHONE PACIFIC BELL TELEPHONE CO. 3939 E. CORONADO 5T. ANAHEIM, CA 92807 (800) 310-2335 CABLE COMCAST CABLE 1205 DUPONT ST. ONTARIO, CA 91761 (909) 481-1 1 1 5 LU w Q or O U_ z Uj INDEX MAP SCALE. I"= 100 BENCHMARK: #285 BEING A CHISELED "X" LOCATED AT THE INTERSECTION OF ALDER AND IVY AVE AT THE NORTH END OF THE NORTHEAST CURB RETURN. ELEVATION 1302.02 BASIS OF BEARINGS BEING THE CENTER LINE OF LAUREL AVENUE PER TRACT NO. 13909, MB 244/73-74 BEING NO° 10'3 1 "W DI �LE�T TOLL FREE -qqmmmlw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STORM DRAIN PLAN TRACT NO. 1 662 0 CITY OF FONTANA CONSTRUCTION NOTES/ESTIMATE OF QUANTITIES* O REMOVE EXISTING UNDER SIDEWALK DRAIN . . . . . . . . . . . . . . . . . . . . . I EA O INSTALL FRAME AND COVER PER APWA STD. 152-1 . . . . . . . . . . . . . . . . . I EA O3 5AWCUT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 LF ® REMOVE EXISTING CURB AND GUTTER . . . . . . . . . . . . . . . . . . . . . . . . 40 LF O5 REMOVE EXISTING SIDEWALK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GO SF © REMOVE EXISTING HEADWALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I EA O7 INSTALL CURB AND GUTTER PER CITY STD. 1003, HEIGHT VARIES PER PLAN . . . 20 LF (8" CF TO 12" CF AS SHOWN) ® INSTALL 8'X G" RCB STORM DRAIN PER DETAILS, SHEET 3 . . . . . . . . . . . . . 205 LF O REMOVE ONE BLOCK IN BOTTOM COURSE OF WALL (MAX INVERT ELEVATION=. 2 EA 97.64) FOR DRAINAGE THROUGH WALL 13 -- --- i i- -ij INSTALL 4" THICK SIDEWALK PER CITY STD. 101 5 . . . . . . . . . . . . . . . . . . 50 SF G PAINT "NO DUMPING, FLOWS TO CREEK' PER CITY STDS. . . . . . . . . . . . . . . I EA * ESTIMATE OF QUANTITIES IS FOR PERMIT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE FOR OWN QUANTITIES. OD PRIVATE ENGINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING 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 CITY, 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. UNAUTHORIZED CHANGES AND USES CAUTION: 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. REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT I MODIFY INLET STRUCTURE 3/ p 3/24/09 MWT V,P40(1 L2_ AS BUILT/RECORD DRAWING 3/�j�- 3/08/10 MVi t` 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. p!pP E SS/ 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 5TANDARD5 SHALL BE THE LATEST EDITION UNLESS OTHERWI5E NOTED. 2. WHEN A TECHNICAL CONFLICT 15 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 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 DAY5 PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-76 1 O. G. 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 DIV15ION 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. 1 1 . 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 CON5TRUCTION WITH ALL UTILITY COMPANIE5 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 VALVE5 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 . G. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION 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 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 RE5IDENT5 AND BU51NE55E5 AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CON5TRUCTION 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 WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND 5WALE5 FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE 5WALE5 ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FIN15H TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 2G. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXP05E EX15TING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNES5 OF ELEVATIONS OR LOCATIONS SHOWN ON PIANS. 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, IN5PECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOIL STERILANT 15 REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 3 1 . ALL MANHOLES, CLEANOUT FRAMES, COVER5 AND VALVE 5OXE5 5HALL BE RA15ED TO FINtSHED 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 5AT15FACTION 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 15 1350. �C.) vel MELVIN W. F2 j THATCHER, III No rn rn Exp. 12/31/10 Sj. CIVIL Q qTF N� I RECORD DRAWINGS 3/6/10 NOTE: THIS PLAN IS A REPLACEMENT FOR DRAWING NO. 4032 APPROVED 7/24/06,3 SHEETS CITY OF FONTANA, CALIFORNIA A • Q�pFON •land planning ESS/ STORM DRAIN PLAN %, vl engl"Cc nng �� MELVIN W. �y co • landscape architecture j THATCHER, III phone 909.748.7777 c� No. 399 rn 7 fax 909.748.7776 "� '� °D °� Exp. 12/3 1 /09 engineering & associates, inc. ki.*_treet, suite 'b' redlands, ca 92374 �,9T CIVIL -10 DRAWN BY: JK DESIGNED BY: JK CHECKED BY: r Z� n W. Thatcher, III R.C.E. 39964 Exp. Dec 31, 2009 M�rti/T TRACT NO. 16620 r ? rUREL STREET TO IV"TREEET Br. 3. 1,0,e . /,v mu A9 snowM O2JI?J09 OIIM■IC M0: ' 4032 1 j