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HomeMy WebLinkAbout5648-1N GENERAL NOTES 1. V.L. WORK SWILL BE IN ACCORDANCE WITH THESE PUWS, THE CffY OF 26. PRIOR TO CONSTRUCTION, THE COMR4CTOR SWLLL IXPOSE IXISTING CITY O F F O N TA FONTANA STANDARD PLANS, 1HE CONTRACT PROVISIONS ANfj THE FACILffIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN APPROVAL OF CONNECTIONS TO IXISf1NG FACILITIES DOES NOT IMPLY BOOK'. ALL REFERENCE SPECIFlCATIONS AND STAN�4RDS SHALL BE THE CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PUWS. ' ,. LATEST EOfiION UNLESS OTHERWISE NOTED.- . 27. IF IXISTING UTILITIES OR ANY QTHER FACILfTIES CONFLICT WffH THE � ' 2. WHEN A TECHNICAL CONFlJCT IS FOUND TO EXI5f IN THE CONTRACT PROPOSm. IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER DOCUMENTS TFIAT CAN NOT BE RESOLVED BT REFERENCE TO PRECEDENCE AND ALL AFFECTED AGENCIES IMMEDIATELY. v PROVISIONS IN THE'GREEN BOOK', THE CONTRACTOR SHALL IMMmIAiELY eFenar cern rnti� Ter rur env cur_wcca rna ocero imnu 28. NO CONCRETE SHALL BE PLACED UNTILiHE FORMS ANS REINFORCING - - - STE0. HAVE BEEN PUKED, INSPECTED -AND APPROVED. � I � I � � � O ` , � � %] 3. ALL MATERWLS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE � � I `� I CffY ENGINEER. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND \/ APPROVED PRIOR TO PAVING OF STREETS. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT 30. APPROVED SOIL STERILANT IS RE UIRED UNDE � � ' SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. Q R ALL NEW ASPHALT - PAVEMENT PRIOR TO PLACEMENT. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DMSION 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHAH PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE RAISED TO F1NISHED GRADE BY THE PAVING CONTRACTOR UPON - BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF COMPLETION OF PAVING. � . ANY WORK IN PUBLIC RIGHT-OF-WAY �ifTHIN -THE CITY LIMITS. CALL 32. UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RESTORE � `� (909) 350-7610. � ' ALL SIGNING STRIPING BARRICADES AND OTHER TRAFFlC CONTRO � '�-� L � DEVICES TO THE SATISFACTION OF .THE CITY TRAFFIC ENGINEER. �_v____�___W._ "��- __�._ �------._ � --•------ � -�,. �- , 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFlC CONTROL POLICIES, fl , ' I I = , ��� -----_ __ _ ____ _----�.-- . � � :_ .. ,.�- METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRAC + � � � �� MANUAL OF TRAFFlC CONTROLS, LATEST NON -METRIC EDITION UNLESS TOR TO �,�. THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO OTHERWISE DIRECTED BY THE CITY TRAFFlC ENGINEER. I j THE CITY ENGINEER. � I �L� P��, �% 7. R SHALL BE THE RESPONSIBIL.ffY OF THE CONTRACTOR TO MAINTAIN _ ' s ' ..--..`/`� �• �¢ � �f BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEMCES AT ALL 34. MINIMUM D LOAD FOR ALL RCP IS 1350. , � '1 � e �� i � � TIMES. �� , _� �` � �� � �S - � / � ���� 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION CITY OF FONTANA, UTILITY NOTIFICATION LIST ? ' �� � � _ -� = �' EtP � OR TRENCH. WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM _ - - - - - - ! � � : ,� � � � 5��� - . ' THE CALIFORNIA STATE DMSION OF INDUSTR�►L SAFETY. CITY OF FONTANA AT&T � _ _ _ - 14 8353 SIERRA AYE 22311 BROOKHURST ST SUITE 203 ISI � � _ _ - --- FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 � _ �L 13 9. THE WALLS AND FACES OF ALL EXCAYATfONS GREATER THAN FIVE (5) �% FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE (909) 350-6632 (714) 963-7964 _ � � - - �'�► - � •� � � 12 GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS S0. CALIF. GAS COMPANY SPRINT � ISI I� _ �- - - -� � ` OF THE DMSION OF INDUSTRIAL SAFEfI' OF THE STATE OF CALIFORNIA. 1981 W. LUGONIA AVE 2592 DUPONT DR �'��-�„- � - - � - �� � �� TRENCHES LESS THAN FNE 5 FEET SHALL ALSO BE GUARDED WHEN REDLANDS, CA 92374 IRVINE CA 92612 ° 11 � S�� THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 909 335-7967 800 '659-9698 �I I � 10 !z` ' EMERGENCIES: {800) 427-2200 ° - , -_ -- � 7 $ ' TIME WARNER CABLE � � 6 - � 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC 1500 AUTO CENTER DR � � I I {� - � �� RIGHT OF WAY WITHOUT OBTAINING A SEPAI?ATE PERMIT FOR .THAT S0. CAIJF. EDISON COMPANY PURPOSE. 300 N. PEPPER AVE ONTARIO, CA 91761 � I� - - _ � � , ' ' � RIALTO, CA 92376 (909) 975-3439 e I I 5 � - � , , 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM 909 820-5598 -UNDERGROUND SUNESYS LLC I I '� '� - �� � 68 AVAILABLE INFORMATION, HOWEVER, 909 875-5100 -TRANSMISSION v IT SHALI_ BE THE RESPONSIBILITY OF 213 637-1233 -PIPELINES 1325 PICO ST 106 � 67 THE CONTRACTOR TO DETERMINE, IN THE FlELD, THE TRUE LOCATION AND CORONA, CA 92881 � � I I THE ELEVATION OF ANY EXISTING UTIL.ITfES, AND TO EXERCISE PROPER 909 357-6505 -DISTRIBUTION 951 278-0400 I ' � � ' � ( ) ' I I 4 PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL � UNDERGROUND SERVICE ALERT I ' ¢ 58 59 , 66 69 CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO (800) 422-4133 % �' � � 57 , WORKING DAYS BEFORE EXCAVATION. w II � 3 w i i I FONTANA WATER COMPANY ¢ � � Z � 70 �12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTfON WITH ALL UTII.fTY 15966 ARROW BOULEVARD ,� � li,l � � �-- 60 � 65 COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, FONTANA, CA 92335 � - � = 2 � w � 56 � � CABLE TELEVISION, LANDSCAPING, LANDSCAPE. IRRIGATION, DOMESTIC WATER, (909) 822-2201 Q � ' , � � RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND C�TRANS. � ' 64 All UTILITY COMPANIES SHALL BE GNEN TWO WORKING DAYS .NOTICE � ' I ' i , 61 , 71 PRIOR TO WORK AROUND THEIR FACILITIES. I � � ' I � LEGEND: f' � 1 , , , 55 62 ' 63 72 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR �- -WATER MAIN VALVES WITHOUT APPROPRfATE AGENCY AUTHORIZATION. - INDICATES PROPOSED A.C. PAVEMENT _._... _.. �. r. _- __ - _- _ -_ - - t_ -_ _ -_ _ - - - -- _ _ _ _ - _ - --- _- - _ . - _ - - - -- � CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FRONTAL � _ � _ � _ � - FOR VALVE OPERATION AND WATER REQUIREMENTS. - INDICATES CENTERLINE ROAD � INDICATES RIGHT-OF-WAY UNE ��� _ _ 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT - - - - INDICATES EXISTING IMPROVEMENTS ° � � CB #5 WHERE OTHERWISE NOTED. -0300)- INDICATES EXISTING CONTOUR UNE °� ' ' C #1 LINE A" C � f- DIRECT10N OF FLOW � WQMP 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ° � BASIN 49 48 47 46 45 � 54 53 52 51 50 ENGINEER TO EI�48LE THE CONTRACTOR TO CONSTRUCT THE. WORK TO �� I I � THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE '� i d'I � INE "B" PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING SHEET INDEX � � S E T & S H E 3 _..5. DURING CONSTRUCTION. - � -- _- - -�- - ..--- _ -- �__ _ �, SHEET 1 -TITLE SHEET - "'"- "' - SHEET 2 -UNE "A" &UNE " " o � f _- A_�-� - �- _ - - - � -_ - - ��_ ��-..�..�_ .� _ _ f� -----� � `-- �: _LLQ 16. THE CONTRALTO B /� I fi � - �'`' � �` i - - - o __ _•--�--- -� .. :� . _ . �- .... k R SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, _- - � _ r�� �-.�::,,,.-:-_ - - SHEET 3 -LOW FLOW WQMP PIPE SYSTEM � s v / MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFlCAT1OiV TO THE _� -,:: ; , � .- . __ __: --� � -- �-.. W� ;��- _� ;- � � � � _ w�� _ ., .�� _ _ �. _ . _ .:_ - _ _ ;., .m �- � _. � -� F - . _, � _ � �.,� rte. CITY ENGINEER. � o � �������� .. w' i .� 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING CONSTRUCTION STAKING NOTICE ' � I f i �.. � � � �� � � �� � � � `�-�} � � �'""`--� �� SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FlRM OF INDEX MAP SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS ALLARD ENGINEERING WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE SCALE: 1 "-100' CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FlRM SHOULD BE - THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO :' EMPLOYED TO USE THESE PIANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE MONUMENTS CAN BE ESTABLISHED FOR IATER REPLACEMENT OF THE IS HEREBY GNEN THAT THE FlRM OF ALLARD ENGINEERING INCORPORATEDWILL NOT ASSUME MONUMENT. - ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING COMPANY 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS HAD PERFORMED THE STAKING WORK. AND BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE .SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCT70N AREA FOR RESIDENTS - - AND EMERGENCY VEHICLES. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: R 19. THE CONTRACTORS SHALL PROVIDE AND MAINTAIN AN EFFECTIVE � PROPOSED TUBULAR STEEL FENCE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIl1TY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERWL, MUD, THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFlRMED BY THE CONTRACTOR, 12' � 5' -.SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE 7' OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE .ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR PRECAUTIONARY MEASURES TO PROTECT ANY UTILffY LINES SHOWN AND ANY OTHER 1440.0 OPEN TOP WITH DEBRIS R WRITTEN APPROVAL LINES NOT ON RECORD OR NOT SHOWN ON THESE. PIANS. TB FOR HIGH FLOWS 21. NO TRENCH BACKFlLL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL CO ?� �� \� \� � � � � � 1437.0 NSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED , . �..:.. ,/�j�i�j�j�j,��i,� TG OF THE CffY INSPECTOR. CONSTRUC110N PRACTICES HE WILL BE REQUIRED TO ASSUME f����ti � ��� �� ������� ��/��%��`�''�' `��/�� � 1437.0 SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE �,�. /�`��/\��`�'����\� �`\ \ , �� ' 22. A GEOTECHNICAL ENGINEER SHALL .CERTIFY ALL BACKFlLL COMPACTION. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS .AND j � � � ��,� � ' FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE WORKING PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND .�,:i�, ��i,� FLOW i�j OF THAT PORT10N ,OF THE WORK UNTIL THE SPECIFlED DENSITY IS NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER " �'��� �' � j;�i`` INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY 24 CMP RISER t OBTAINED. AGREES TO DEFEND, � ` � �, R LA � S �� ��U 18 19 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WffH THE PERFORMANCE OF (SEE DETAIL) �� - ��� BOTTOM 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE '�������� � . �� �. �ti�f��,�������/���� FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE OF THE DESIGN PROFESSIONAL INSTALL 24" RCP (D -LOAD PER PROFlL.E) 156 LF � � �:.. TOP OF ROCK 1432.5 SffE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE PER DETAIL ON SHEET 3 NATNE ROCK SWALES ENTERING OR LEAVING IMPROVEMENTS.. CONSTRUCT TRASH RACK PER CffY STD. 3021 1 EA BOTTOM OF BASIN FLOOR = 1429.5 CONSTRUCT CATCH .BASIN PER CffY STD. 3004 (WIDTH SHOWN UNAUTHORIZED CHANGES AND USES: 8 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, 1 EA 9 . COLOR AND FlNISH TO .MATCH EXISTING CONCRETE. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE SECTION "A -A" 11 FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS ALL CHANGES TO THE �- LA � S �� ��U 18 19 20 21 22 23/ � EXISTING FENCE �ACFcn HIGHLAND CHANNEL 3� �; 1►. I IU rRGGY�NT I I VICINITY MAP NTS THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE THEIR OWN QUANTffIES AND BID A COMPLETE JOB. CONSTRUCTION NOTES: QUANTITY ESTIMATES 1 CONSTRUCT TRANSITION STRUCTURE PER CITY STD. 3026 1 EA 2 INSTALL 36" RCP (D -LOAD PER PROFILE) 464 LF 3 CONSTRUCT MANHOLE PIPE TO PIPE PER CffY STD. 3011 3 EA 4 INSTALL 24" RCP (D -LOAD PER PROFlL.E) 156 LF 5 CONSTRUCT MODIFlED CATCH BASIN WQMP DRAIN SYSTEM 6 EA PER DETAIL ON SHEET 3 6 CONSTRUCT TRASH RACK PER CffY STD. 3021 1 EA 7 CONSTRUCT CATCH .BASIN PER CffY STD. 3004 (WIDTH SHOWN ON PIAN) 5 EA 8 CONSTRUCT CONCRETE COLLAR PER CffY STD. 3022 1 EA 9 CONSTRUCT CMP RISER PER DETAIL ON -SHEET 1 1 EA 10 CONSTRUCT 12" PVC (SDR 35) LOW FLOW WQMP PIPE 134 LF 11 CONSTRUCT PVC CLEAN OUT (LOW FLOW WQMP PIPE) 8 EA 12 CONSTRUCT 18" PYC (SDR 35) LOW FLOW WQMP PIPE 105 LF 13 CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020 1 EA 14 INSTALL RIP -RAP PER PLAN 140 SF 15 ABANDON EXISTING LATERAL AND CMP RISER TO 3 EA SATISFACTION OF CITY ENGINEER. 16 CONSTRUCT JUNCTION STRUCTURE PER CffY STD. 3009 1 EA FACE OF 2:1 BASIN SLOPE OPEN TOP WfTH DEBRIS RACK FOR HIGH FLOWS SET TEE SECTION IN WET CONCRETE FOOTING AND TROWEL INSIDE - TO DRAIN 5' 36 . • : � • . • f • • 24" CMP •• � � • ,,. �i�•4 .•' 11' , • -4 .� 24" RCP . �� � • . '. CONNECT TO R.C.P. WffH P.C.C. ' ' COLLAR, SEE CffY OF 36" FONTANA STD. 3022 � J � ANCHOR BLOCK MIN. 5SACK/CY CONCRETE � � OR METHOD APPROVED BY CffY ENGINEER - 24" CMP RISER DETAIL 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. � N.T.S. � N.T.S. WffHOUT PRIOR APPROVAL OF THE CffY ENGINEER. f REV. REVISION DESCRIPT10N ENGR. DATE CfTY DATE • p � � BASIS OF BEARINGS. � Prepared HY: CITY OF FONTANA, CALI FORMA SHOULD CONSTRUCTION OF REQUIRED Prepared For: _ QRpFESS�Oti ,� , IMPROVEMENTS NOT COMMENCE WITHIN THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, ALLAI�D ENGINEERING �p �� K. q q� T RM D RA N MPR VE R6W, S.B.M. PER RECORD OF SURVEY 88/36-42, - � �, �� �. �7 0 I I 0 M E N T PLAN S 0 - - TWO YEARS OF THE DATE OF APPROVAL Civil En ineerin Land Surve Land Plannin �� p0 9 Z . � L E N NAR BEING: N 89'37'36" E g g - � - g � �' � DRAWN BY• TOLL FREE �-=�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SHOWN HEREON AND CARRIED FORTH INA - _ � O - SCALE. DILIGENT MANNER, THE CITY ENGINEER MAY 980 MONTECITO DRIVE, SUITE 302 _ _ .. � 16866 Seville Avenue � No. 85349 �? DBW/RC TRACT NO.18987 CORONA, CA 92879 BENCHMARK. Fontana, California 92335 � � DESIGNED BY: TITLE SHEET DATE: REQUIRE REVISIONS TO THE PLANS TO 951 817-3545 (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/18 2017 BRING THEM INTO CONFORMANCE WITH ( ) CALTRANS BENCHMARK �8-17 s� \�. DBW.,- - October, FAX (951) 817-3650 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED l� �6 i 9TF � I V ►� ��' CHECKcED BY: © DRAWING NO.: � CONDITIONS AND STANDARDS IN EFFECT 343' N/0 (-210, 0.2 MILES WEST OF SAN SEVAINE RD. OBEAT If. ALLAAD, A.C.E. 85349 DA � CA�� RKA DATE; � • 568 - EL=1428.609 (expires 6/30/2018) CI NGINEER R�C.E. 51152 Filename: I:\Walker\D�1GS\FlNAL DESIGN\STORM DR�dN\SD SHT 1.dwg