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Home My WebLink About5540-1STORM DRAIN 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 RESOLVEDBY 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 SHALLBE 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 ELEVATION OF ANY EXISTING UTILMES; 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 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. r• 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 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. IMPORTANT NOTICE SECTION 4212/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. II I SHEET 4 p I LAT B-1 - - - - - - - - Q L -- I SEB -- ----- ---- ;I - ----------------------------------------� ----- ----- --,------- ----- - - ---------------SIERRA-LAKES-PARKWAY IL� LOT 0 55 56 57 58 59 60 61 62 63 64 65 0 1 I� n -I 54 w w _ ( f 53 \ I W I, i 52 nQ IaY ' R/W R/W Z : U I51 Q I i , I 34ALI' I ;12 i I 50 ' 22' 12' i I FUTURE CURB AND I,f , AC PAVEMENT 69 ') T 2.0% , 49 LAT A-3 - 5' 6' i III EXISTING GRADE STORM DRAIN N I. (SIZE PER PLAN) 48 w I SANITARY SEWER w I (PER SEPARATE PLAN) ILO HEMLOCK AVENUE LAT A-1 N.T.S. "�4LAT A-1 R/W 52' 1 22' ABBREVIATIONS AC ASPHALT CONCRETE BW BACK OF WALK C.L. CENTERLINE EX. EXISTING FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE FH FIRE HYDRANT FL FLOW LINE G GAS GB GRADE BREAK HP HIGH POINT LF LINEAL FEET MAX MAXIMUM MH MANHOLE MIN MINIMUM PL PROPERTY LINE ROW RIGHT OF WAY S= SLOPE OF PIPE SD STORM DRAIN SWR SEWER SS SANITARY SEWER TC TOP OF CURB R TF TOP OF FOOTING TG TOP OF GRATE TW TOP OF WALL TYP TYPICAL 10' I W WATER _ WM WATER METER WV WATER VALVE ( 1 i 12' 40' ' I I I PROPOSED CONNECTION TO SBCFCD HIGHLAND CHANNEL - 0/ \/ \\\ - _`-"-�" \ �. � `ice/ "�:� �/ �/'� �� / \�s~y ` ��~\ ,/• V-------- _ 15' FUTURE CURB AND ------- AC PAVEMENT HIGHLAND CHANNEL 36" SD SIERRA LAKES PARKWAY N.T.S. INDEX MAP onuiftwunt 01! rv. 04 but b"ge a xx Oval a) SCALE: 1"=1009 >Iqzlclr rmme: iawsdoenmts pip's aet�'�a>:.t M r rodius tWJ Supe ro it wt11 W. of pipe bw nm a d Tt pleal we"to 1 a;4 a rah. ._ r�~o *atnt�enln� .. SECS PAN 0=1 Dow-W.80sastwepipe, pie ora mmene:an a to M a "own ae ` ' * tie p 1«i.. CONCRETE PIPE SAN CONNECTION DETAIL CW CONTRsLDISTAXT ...... ,Als!! a_3 0"t" TE R.Lx S-ffi �_�� 3D31Lt _ . -3itr t�►Oil-- TRAPEZOID CHANNEL JUNCTION STRUCTURE DETAIL (NOT TO SCALE) TOLL FREE "-"1-800-227-2600 A PUBLIC SERVICE BY UNDERGRIAM SERVICE ALERT r: =wag a1 OW of pips I .--$t+iNt mid lesptiat� acrd �trortarsd =WWF a aof ww of Ii t brokm) ww Cam mkir cbw e PIPE CLOSURE -TYPE_ NBN DOUBLE BRICK AND MORTAR BULKHEAD DETAIL NOT TO SCALE) REMSION DESCRIPTION .CC. VICINITY MAP N. T. S. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA FONTANA WATER COMPANY 8583 SIERRA AVENUE 909.822.2201 FONTANA, CA 92335 909.350.6632 SOUTHERN CA EDISON COMPANY 800.655.4555 CITY OF FONTANA SEWER SERVICE 8353 SIERRA AVENUE SOUTHERN CA GAS COMPANY FONTANA, CA 92335 800.427.2200 909.350.7670 TIME WARNER CABLE 9280 SIERRA AVENUE #G FONTANA, CA 92335 888.892.2253 LEGEND BASIS OF BEARINGS: TRACT BOUNDARY THE BEARING NORTH 89'3642" WESTON THE PROPOSED R/W CENTERLINE OF HIGHLAND AVENUE AS SHOWN LOT LINES ON RECORD OF SURVEY FILED IN BOOK 111 PAGES 99-106, IN THE CITY OF FONTANA, PROPOSED LOT NUMBER COUNTY OF SAN BERNARDINO, STATE OF STREET LIGHT (S.L.) CALIFORNIA, WAS USED AS THE BASE OF BEARINGS. FIRE HYDRANT EXISTING STORM DRAIN BENCHMARK PROPOSED STORM DRAIN BK 4016 f 1806 S. BER.CO. FOUND CHISELED "+"AT THE SOUTH WEST CORNER OF FLOOD CONTROL HEADWALL ON THE EAST SIDE OF BEECH AVENUE 900'± NORTH OF SOUTH HIGHLAND AVENUE. 5 ELEVATION: 1473.52' ENGINEER'S NOTICE TO CONTRACTOR CONSTRUCTION NOTES: NO. DESCRIPTION UNIT Ol CONSTRUCT TRAPEZOID CHANNEL JUNCTION STRUCTURE PER S.B. CO. STD. 200A. EA 1 OINSTALL 18 RCP - D LOAD PER PROFILE AND REPAIR TRENCH PER CITY STD. NO. 1008. LF 42 OINSTALL 11008- 24 RCP - D LOAD PER PROFILE AND REPAIR TRENCH PER CITY STD. NO. LF 21 01008- INSTALL 36 RCP - D LOAD PER PROFILE AND REPAIR TRENCH PER CITY STD. NO. LF 533 OINSTALL 42 RCP - D LOAD PER PROFILE AND REPAIR TRENCH PER CITY STD. NO. LF 378 OINSTALL 48 RCP - D LOAD PER PROFILE AND REPAIR TRENCH PER CITY STD. NO. 1008, LF 483 7 CONSTRUCT JUNCTION STRUCTURE WITH MANHOLE PER CITY STD. NO. 3012. EA 8 8 CONSTRUCT JUNCTION STRUCTURE PER CITY STD. STD. NO. 3010. EA 1 9 CONSTRUCT DOUBLE BRICK AND MORTAR BULKHEAD PER PIPE CLOSURE. EA 4 10 INSTALL 12" PVC SDR -35 AND REPAIR TRENCH PER CITY STD. NO. 1008. LF 10 11 INSTALL PVC YARD DRAIN OUTLET. CUT PIPE FLUSH WITH INSIDE WALL AND FILL VOIDS WITH WATERPROOF SILICON CAULK. FURNISH AND INSTALL STEEL RESTRICTOR PLATE PER DETAIL SHEET 2. EA 1 12 INSTALL PVC CAP AT END OF PIPE FOR FUTURE CONNECTION. EA 1 13 CONSTRUCT CURB OPENING CATCH BASIN PER CITY STD. NO. 3004. "W"AND PER EA 2 14 REMOVE AND REPLACE IN KIND CONCRETE SIDE WALL PANELS. SF 575 15 LIMITS OF ACCESS ROAD RECONSTRUCTION. CONTRACTOR TO COMPACT TOP 12 INCHES TO 95% RELATIVE COMPACTION AND REPLACE THE EXISTING STRUCTURAL SECTION' INCLUDING ASPHALT AND BASE, IN KIND TO THE EXISTING AS MEASURED IN THE FIELD, BUT AT A MINIMUM OF 3 INCHES OF AC OVER 4 INCHES OF CLASS II BA SF 585 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 STANDARDS IN EFFECT. QROf ESS�6N-s z 61 C 70862 V 1� Jl CI 9lF OF CAI�F�� 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 LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT 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 DEFEND, 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 ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES, AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. SHEET INDEX TITLE SHEET 1 STORM DRAIN PLAN PROFILES 2-4 STORM DRAIN LATERAL PROFILES 5 AND DETAILS ; V BASE. S.B.C.F.C.D. PERMIT: ! W cn z Q Prepared Under The Supervision Of: CITY OF FONTANA, CALIFORNIA � OFF-SITE STORM DRAIN IMPROVEMENT PLANS IL-1 DRAWN BY: SCALE: � ADAMS STREETER M: TRACT 18881 AS SHOWN Civ! I. Engineers TITLE SHEET 15 Corporate Park, Irvine, CA 92606 949.4741Madam�streeeeroom DESIGNED BY: DATE: ~ M� 10/10/2016 Q �%• Date: 10/10/16 CHECKED BY: APR ED B . / DRAWING NO -: I, Q NS DATE: -1G 5540 5 Q NICHOLAS A. STREETER R.C.E. 70862 CITY ENGINE R.C.E. 51152 U