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HomeMy WebLinkAbout5349-1 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, CITY OF FONTANAFONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE COLOR AND FINISH TO MATCH EXISTING CONCRETE. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY BOOK T ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. IS DRAIN IAt'lPROVEMENT PLANSLATEST EDITION UNLESS OTHERWISE NOTED. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTINGSUAAIR 1 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY Pa1TAM DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE APPROVAL OF CONNECTIONS TO EXISTING FACILMES DOES NOT IMPLY PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. STATE ROUTE REPORT SAID CONFLICT THE CITY ENGINEER FOR RESOLUTION. 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE TRACT 1\10. lfj2 FWAY PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER ` c 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE AND ALL AFFECTED AGENCIES IMMEDIATELY. CITY ENGINEER. 1 j r ` ! ' f f ' ( � 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING ;1 1 ( ' ' 1 ` 1 ----"" ' 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. aiiiin , , __ Waft AVENUE SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. ^'l• 1, •j � ,--''"j P `k �- 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND `• ��__I" 47 s 26 1 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF APPROVED PRIOR TO PAVING OF STREETS. MONTGOMERY ., __ : _- --- "� \ \ 49 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT A � \ 51' ' PROJECT• PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL PAVEMENT PRIOR TO PLACEMENT. BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF 11 ' �`. i ��p LOCATION ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL , ; ` ; S ' 11, 55 34 i 100 .�( 10 1 `9 ) `+ (909) 350-7610. BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON 1B € COMPLETION OF PAVING. 1 i + .,,,,- 70 f FRfWAY 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE I i 1T 34 1 t 1 \ BRACT BOUNDARY METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL 1 [ 9 I ala - --''� ._ - MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION UNLESS DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 3 __." --"---`"" OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. --------- - ""-- J 33. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO N,. -" 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO ( 11 " �, I i 1 MOW BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL THE CITY ENGINEER. :1 ' "� �` � 24 \ [ NTS TIMES. 34. MINIMUM D-LOAD FOR ALL RCP IS 1350. h ' ' 29 ': 25 i4 _. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION CITY OF FONTANA UTILITY NOTIFICATION LIST , I 1 6 i - -�--E OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM �,! L_ ._ 1 i ti THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. CITY OF FONTANA AT&T 0 - 33 I 39 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 /g ,} + 1 31 ( 32 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 `3.`I E �j ' ( ` i (909) 350-6632 (714) 963-7964 •- ,,,I>__ _ _,____, -1._ -- w1` FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE4 -- GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS SO. CALIF. GAS COMPANY SPRINT - ✓ i OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA 1981 W. LUGONIA AVE 2592 DUPONT DR I V=j ' '� J THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN REDLANDS, CA 92374 IRVINE, CA 92612 I t ' 3 3t 37 -� OWN QUANTITIES AND BID A COMPLETE JOB. THE POTENTIALEXISTS FOR GROUND MOVEMENT. (909) 335-7967 (800) 659-9698 .I , r93 92 911 I 90 / i EMERGENCIES: (800) 427-2200 Is r ; , , I 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC TIME WARNER CABLE 2 I M 1 ::11 CONSTRUCTION NOTES QUANTITY ES_T.MI'IA S ® € (`IB #14 38 �l� 86 1500 AUTO CENTER DR RIGHT OF WAY WITHOUT 08TAINING A SEPARATE PERMIT FOR THAT SO. CALIF. EDISON COMPANY ; , , �i S ! f S k ,g 1 1 3 .i PURPOSE. - 300 N. PEPPER AVE ONTARIO, CA 91761 , RIALTO, CA 92376 (909) 975-3439 ( j 1 39 INSTALL 36' RCP (D-LOAD PER PROFILE) 736 LF 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 909 820-5598 - UNDERGROUND ,J ) , I 1 i 1 , 1 INSTALL 30" RCP (D-LOAD PER PROFILE) 604 LF SUNESYS, LLC _ "' ` _ t AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF 909 875-5100 - TRANSMISSION 1325 PIO ST #106 �mm ( _ ' 1 ' © INSTALL 24" RCP (D-LOAD PER PROFILE) 170 LF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND 213 637-1233 - PIPELINES CORONA, CA 92881 __-� AVENUE = j `-- = THE ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER 909 357-6505 - DISTRIBUTION _ � 1C A.....;,, E- 1 -- Q INSTALL 21" RCP (D-LOAD PER PROFILE) 729 LF (951) 278-0400 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL FONTANA WATER COMPANY UNDERGROUND SERVICE ALERT _ -\ / [ ' _ CONSTRUCT CATCH BASIN PER CITY STD. 3004 (WIDTH SHOWN ON PLAN) 8 EA CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO 15966 ARROW BOULEVARD (800) 422-4133 67 [ S' ; O CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005 (WIDTH SHOWN ON PLAN) 3 EA WORKING DAYS BEFORE EXCAVATION. (909)FONTANA, CA 92335 _ 42 (909) 822-2201 cry 82 ( 0 CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011 3 FA 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY b _ ` 43 Q CONSTRUCT MANHOLE PER CITY STD. 3012 1 EA 1 COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, E CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, I W 81 44 v- Q CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013 3 EA RECLAIMED WATER, SEWER, DEVELOPER SOILS ENGINEER STORM DRAIN, FLOOD CONTROL AND CALTRANS. / . I I ' t= LOT 1, 0CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020 3 EA ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE LENNAR HOMES OF CALIFORNIA, INC. LEIGHTON AND ASSOCIATES, INC. ; PRIOR TO WORK AROUND THEIR FACILITIES. 17781 COWAN 64 i i r € 1 ' 43 CONSTRUCT TRASH RACK PER CITY STD. 3021 3 EA 980 MONTECITO DANE, SUITE 302 ; , , CORONA, CA 92879 IRVINE, CA 92614 . € ' I INSTALL RIP-RAP PER CALL OUT SHOWN ON PLAN 75 CF 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR PAP ' ' TEL (951) 817-3545 TEL (949) 250-1421 UNE A 79 WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. I I CONSTRUCT RAP SPILLWAY PER DETAIL ON SHEET 2 375 SF 11 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FAX 951) 817-3650 FAX (949) 250-1114 Ii •_.-_ .-- I .. .. FOR VALVE OPERATION AND WATER REQUIREMENTS. ( 62 3 �- 1 ; CONSTRUCT STANDARD TRENCH REPAIR PER CITY STD. 1008 665 LF LEGEND: E `` __. T ? 0 INSTALL 2-12" HDPE (D-LOAD PER PROFILE) 45 LF 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT 61 / _ T m 1 - _ _7\i-2111,\''' CONSTRUCT PRESSURE MANHOLE SHAFT WITH ECCENTRIC REDUCER PER CITY STD. 3016 2 EA WHERE OTHERWISE NOTED. INDICATES PROPOSED A.C. PAVEMENT Yf1 TT I Tfi Z4 € 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE - - - INDICATES CENTERLINE 60 , , { ' 3 '�- vnw ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO INDICATES RIGHT-OF-WAY LINE ' i , i THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE - I ' - ! - INDICATES EXISTING IMPROVEMENTS I J71 ' PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING --(I30o) -- INDICATES EXISTING CONTOUR LINE : .- F 1 6 9 72 . t `_ �` DURING CONSTRUCTION. i } 1 CB 12 1 I)) DIRECTION OF FLOW ! I ( 1 / i 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, L.UAA LIMITED USE AREA _ 51 MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR/NOTIFICATION TO THE L.O.C. LENGTH ON CURVE ...111..._ �i �` CITY ENGINEER. L.O.S. LINE OF SIGHT � ,--tig -- - -I- . -! 3 17. REMOVAL AND REPLACEMENT OF EXISTING CONTROL INCLUDING PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: jitas4 ° SURVEY MONUMENTS, MONUMENT TIES AND B S, SHALL BE DONE ';( �► 57 a 95 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND OR STRUCTURES mom i { •' BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. MD/ OR ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. AVENUE SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS L € - A THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE 1 THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO / / n ,.. TRACT BOUNDARY OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE t MONUMENTS CM BE ESTABLISHED FOR LATER REPLACEMENT OF THE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER Y', I - MONUMENT. LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. t\ S � 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED v AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME ' , INDIX MAP MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE € , SCALE 1"=120' OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND AND EMERGENCY VEHICLES. i PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND ' , „. NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE AGREES TO DEFEND, INDEMNIFY AND HOW DESIGN PROFESSIONAL HARMLESS FROM ANY 4 t ' SHEET INDEX OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF SHEET 1 TITLE SHEET WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE UNE V- } " SHEET 2 LINE "C" 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, OF THE DESIGN PROFESSIONAL. I 3 SHEET 3 LINE "A° SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ` SHEET 4 LINE "A" �� THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR UNAUTHORIZED CHANGES AND USES THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE ; 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE 1 OF THE CITY INSPECTOR. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. . 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. CONSTRUCTION STAKING NOTICE / I 1 o'FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING ` ~ . I OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ,. ALLARD ENGINEERING INC. WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE I OBTAINED. COMPLETE PROJECT HOWEVER, IF ANOTHER ENGINEERING AND/OR SURVEYING FIRM MILLER 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION __.m-_ Tri FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INC. WILL NOT 6 t- AVENUE c,, SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, WHICH COULD HAVE BEEN ---- - . o_ AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING INC. HAD PERFORMED THE L.Jcc SWALES ENTERING OR LEAVING IMPROVEMENTS. 1' STAKING WORK. I ! C REV. REVISION DESCRIPTION ENGR. DATE CITY DATE M Prepared By: CITY Or FONTANA, CALIFORNIA gr5,AE SHOULD CONSTRUCTION OF REQUIRED Prepared For: BASIS OF BEARINGS: _ 11:1 oFEssr q O IMPROVEMENTS NOT COMMENCE WITHIN THE BEARINGS SHOWN HEREON ARE B1SED ON THE11° ALLARD ENGINEERING .0 Q ,o J. . ••C G TWO YEARS OF THE DATE OF APPROVAL LENNAR CENTERLINE OF SIERRA AVENUE, PER TRACT 17634, �� �yoN q<` F� STORM NEM ROVEN{ENT PLAN M.B. 340/72-73, BEING: N 0000'12" s ` .,< Civil Engineering - Land Surveying - Land Planning `� N. 9p`;�\ DRAWN BY: s tia�P� NV^N+^� SHOWN HEREON AND CARRIED FORTH IN 16666 Seville Avenue I(1(rt o I - TRACT N0' '� SCALE AS NOTED �i 980 MONTECITO DRIVE, SUITE 302 BENCHMARK No. 36052 m o � DILIGENT MANNER, THE CITY ENGINEER MAY Fontana, California 92335 W m DIAL TWO uoRKING CORONA, CA 92879 2" BRASS CAP LOCATED ON THE TOP OF CURB AT 909( 356-1515 Fax (909) ass-1795 �1` Ex . s/3o/1s ; DESIGNED BY: TITLE DATE BEFORE �`, DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (951) 817-3545 THE EASTERLY END OF THE CURB RETURN AT THE ( a / March, 2016 cii YOU DIG YOU DIG vI t P �� / BRING THEM INTO CONFORMANCE WITH FAX (951) 817-3650 NE CORNER OF SIERRA AVE. AND MILLER AVE. �CA+I-� 3 A ' I� q CIV1� - `/ CHECKED BY: •PPRP ED i DRAWING NO.: o TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ELEVATION: 1364.32 Ray and 1. Allard, A.C.E. 36052 Date OF Cq�\E �� / p A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT - - - - ✓/ (expires 6/30/2016) � DATE: °�• 3 �ln 5.� 4 a r CI ENGINEER R.C.E. 51152 • Filename: I:\Inland Construction - Gabriella\DWG's\FINAL DESIGN\STORM DRAIN\Phase 1\SD TR-18939-1 SHT 01.dwg ,