HomeMy WebLinkAbout3155-1NOTICE TO CONTRACTORS
STREET IMPROVEMENT GENERAL NOTES:
_Construction contractor agrees that in CaffornioCouncil_=accordance with generally accepted���Er�gin¢¢U1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE __N P construction practices, constructionCONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN STRI- PROVE
contractor will be required to assume sole �lO� Surv¢y°rr
BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE and complete responsibility for job site conditions during the
NOTED.FOR
course of construction of the project, including safety of all
LEGEND persons and property, that this requirement shall be made to
2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE apply continuously and not be limited to normal working
RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL hours, and construction contractor further agrees to defend,
IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION.M- --- EXISTING EDGE OF PAVEMENT indemnify and hold design professional harmless from any
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3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. � and all liability, real or alleged, in connection with the
EXIST. CURB & GUTTER performance of work on this project, excepting liability
4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT arising from the sole negligence of design professional.
DEPARTMENT, ENGINEERING DIVISION, PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE - - W EXISTING WATER LINE
REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY All contractor and subcontractors performing work shown on
WITHIN THE CITY LIMITS. CALL (909) 350-7610. I H .1 or related to these plans shall conduct their operations so
SD= EXISTING STORM DRAIN that employees are provided a safe place to work and the
5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES public is protected. All contractors and subcontractors shall
DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION, - - comply with the "Occupational Safety and Health
UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER.- - - = - S EXISTING SEWER LINE Regulations" of the U.S. Department of Labor and with the
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER - State of California Depa»tment of Industrial Relations
TRAFFIC CONTROL DEVICES AT ALL TIMES. G EXISTING GAS LINE construction Safety Orders.. The Civil Engineer shall not be
responsible in any way for -the contractor or subcontractors
7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 compliance with said regulations and orders.
FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. T EXISTING TELEPHONE LINE
8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED I I I EXISTING EDISON LINE PRIVATE ENGINEER'S NOTICES TO CONTRACTORS
BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE E
DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL I I The existence and approximate location of an underground
ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. i I I I ili ies , or structures shown on these plans are obtained b a
�. ut t p y
CENTER LINE search of available records. To the best of our knowledge,
9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A I I
SEPARATE PERMIT FOR THAT PURPOSE. ' ( ( � � there are no existing utilities or structures except as shown
I I EXISTING R/W on these plans. The engineer assumes no liability as to the
10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT ; I I , exact location of said lines nor for utilities or irrigation lines
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND --� I I ' ' _ _ whose locations are not shown. The contractor shall be
I I PROPOSED R/W responsible for notifying all utility and irrigation companies
ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. I I P � 9 _ Y 9 P
THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS ' I I ' prior to work on excavation to determine exact location of all
BEFORE EXCAVATION. I I PROPOSED CURB & GUTTER lines affecting this work, whether or not shown heron, and
11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT
for any damage or protection of these lines.
LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC I I ( LO PROPOSED EDGE OF PAVEMENT The contractor shall call in a location request to
WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES ' I I -- Underground Service Alert U.S.A. Phone 1-800-227-2600
SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. I ' I ( g )
- two 2 workingda prior to digging. No construction
}_�-{� EXISTING STREET LIGHT issued b PubliWorks Department shall be valid
12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE I I ( W permit- Y P
AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR 6hC� I I Involving underground facilities unless the applicant has an
inquiry identification number issued by U.S.A.
VALVE OPERATION AND WATER REQUIREMENTS. I ' { . I I =
_ , � , �
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13. CURVE DATA REFERS TO THE FACE OF CURB.
l I I
14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED.( I I I W
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15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTORI _ - - - - - - - - - - - - - - - - - - = - - - - - - - - - - _ - - - _ I I CONSTRUCTION NOTES ESTIMATED QUANTITIES
TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE „
PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. ( _ _ _ 1a- CONSTRUCT 5.5 A.C. OVER 90% COMPACTED NATIVE SOIL. 42,443 S.F.
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16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS MONUMENT TIES OR BENCH MARKS ■ ' ----_ _ &-- CONSTRUCT 8 CONCRETE CURB AND GUTTER PER CITY OF FONTANA
WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. I} _ _ _7
_� _ STD. 100.3. 639 L.F.
----- a- CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. 1015. 3,687 S.F.
17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT � ( - - - - ' _ _
TIES AND BENCH MARKS SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. I - _ _ _ _ _ _
SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. - - 4 CONSTRUCT WHEELCHAIR RAMP PER CITY OF FONTANA STD. 1006.
�I- a-
THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO
' ' �------------- - - - - - - - - - - - - - - - - - - - 5 ADJUST STORM DRAIN JUNCTION STRUCTURE TO GRADE. 1 EA.
MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. I _ _ T _ _ _ _ _ _ _ _ _ _
18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A I ` ' I f ' i 6 ADJUST SEWER MANHOLE TO GRADE PER CITY OF FONTANA STD. 109. 2 EA.
I a-
MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND ( I I
EMERGENCY VEHICLES.%4%04 I I _ _ _ ADJUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. 130. 7 EA.
19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING I I 8� GRIND EXISTING A.C. PAVEMENT 5 WIDE MIN., 0.15 DEPTH. 1,185 S.F.
ADEQUATE WATERING, AT ALL TIMES. ' I I '
I I 9a- CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (0.15' MIN.). 1,185 S.F.
20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES ' I I ,
II 10 CONSTRUCT CATCH BASIN PER AMERICAN PUBLIC WORKS ASSOCIATION
PER HOUR.
' I I STD. 300-2, W AS INDICATED, MODIFIED PER DETAILS ON SHEET 5. 4 EA.
21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL MUD, SILT OR DEBRIS TO BE DEPOSITED I I 11
ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR I a- CONSTRUCT 16" DUCTILE IRON STORM DRAIN CONNECTOR PIPE. 64 L.F.
WRITTEN .APPROVAL. I ' � I � � �pF3�/
EO �,.
Q 12 CONSTRUCT 18„ RCP 1600D STORM DRAIN CONNECTOR PIPE. 13 L.F.
22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR.-
`'� 13 POWERPOLE TO BE RELOCATED BY OTHERS 3 EA.
23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED SHEET INDEX
I RECORD DRAWINGS
DENSITY SHALL REQUIRE REWORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS ' I I I X 8--CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. 103. 366 S.F.
OBTAINED. SHEET. 1 - TITLE SHEET I I i I • ^- - �F REcoRD C�. �S HAVE E� -_N PREPARED IN
SHEET. 2 - PLAN &PROFILE, MILLER AVENUE I ( P.,,4 _ ON fHE BASIS ::a- INFORMATION COMPILED AND 15 EXISTING FIRE HYDRANT TO BE RELOCATED BY OTHERS (FONTANA WATER
I � � �n�I��Fr
24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET SHEET. 3 - PLAN & PROFILE, CITRUS AVENUE __ _ _ _ _ ( I FBY (T HERS THF FNGINEER WILL NOT eE COMPANY) 2 EA.
IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SHEET. 4 - INTERSECTION DETAIL, CITRUS AVE. & MILLER AVE.I I I C 1 d �� F--.wknv-SIBLE FOR ANY ERRORS OR OMISSIONS WHICH
mi _V Q� PA ✓F RF-IrINC`OPPORATED INTO Th z DOCUM"< s 16 CONSTRUCT LOCAL DEPRESSION PER AMERICAN PUBLIC WORKS ASSOCIATION
SWALES ENTERING OR LEAVING IMPROVEMENTS. SHEET. 5 - STORM DRAIN, PLAN & PROFILE O� CAL��O A FtrhjL1 rH� w_-UF STD. 313-1. 4 EA.
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25. THE FINAL LOCATSHEET. 6 - STANDARD PLANS &DETAILS ION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF SHEET. 7 - STRIPING &SIGNING PLAN INDEX MAP
CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. " Q 17 INSTALL GROUTED RIVER ROCK PER CITY" OF FONTANA STD. 1051 1,790 S.F.
SHEET. 8 - TRAFFIC SIGNAL PLAN 1 =100 24"-48" TREE WELLS TO BE LOCATED BY CITY INSPECTOR
26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING 5HE5T. 9 - PLAN & PRomLE, MILLEKANE•
CONCRETE. 5NEE?. l0 - PLAN & PROFILE , TOKAY AVE. 18 CONSTRUCT 21"x15" CSPA, 8 GA. STORM DRAIN CONNECTOR PIPE.
PROJECT PER BEDDING DETAIL ON SHEET 5 247 L.F.
27. THE CONTRACTOR SHALL REPLACE THE "S" IN THE FACE OF THE CURB AT ANY SEWER LATERAL, IF CURBLEGEND LOCATION CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET 6 4 EA.
REMOVED AND REPLACED AT THAT LOCATION. ABBREVIATIONS - -__
20 -
28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, TC-TOP OF CURB FG-FINISH GRADE MILLER AVENUE MILLER AVE INSTALL STREET TREE PER PARKS AND RECREATION STD. 6 EA.
INSPECTED AND APPROVED. - 771 CONSTRUCT NEW AC PAVING
29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. BVC-BEGINNING OF VERTICAL CURVE C&G-CURB AND GUTTER
w W w REMOVAL NOTES
CONSTRUCT AC OVERLAY 0.15' MIN. Q Q W 0 Q
EVC-END OF VERTICAL CURVE SL-STREET LIGHT ( ) w Q ,
30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT.coco
EP -EDGE OF PAVEMENT R / W-RIGHT OF WAY D Q A REMOVE EXISTING PAVING. 40,470 S.F.
a1 ° 111 }
31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE GRIND EXISTING AC PAVEMENT (0.15 MIN) t= o
CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. PRC-POINT OF REVERSE CURVE S/W-SIDEWALK FOOTHILL " BLVD RB REMOVE EXISTING CURB & GUTTER. 1,016 L.F.
32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET BCR-BEGINNING CURB RETURN CB-CATCH BASIN REMOVE EXISTING PAVING aC REMOVE EXISTING SIDEWALK. 3,232 S.F.
SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA ECR-END CURB RETURN EG-EDGE OF GUTTER
FOR APPROVAL UPON COMPLETION OF ROUGH GRADING.
. I-�o D REMOVE EXISTING CATCH BASIN 3 EA.
33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY FL-FLOW LINE AC-ASPHALT CONCRETE
THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. �E REMOVE EXISTING STORM DRAIN MANHOLE. 2 EA.
FS-FINISHED SURFACE CAB-CRUSHED AGGREGATE BASE
34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADE'S, �F REMOVE EXISTING TREE. 5 EA.
AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. VICINITY MAP
NOTE: 1 =2000
35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY
THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. BENCHMARK: CITY OF FONTANA SEE SHEET NO.4 FOR TYPICAL •
36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL B.M. NO. 508 STREET SECTIONS.
PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. ELEVATION = 1342.37
1" I.P. & TAG, DN 0.10', AT THE
CENTERLINE INTERSECTION OF
MILLER AVE AND TOKAY AVE
Underground Service Alert L.D. KING, INC. - SHOULD CONSTRUCTION OF THE CITY OF FONTANA, :*-CALIFORNIA
SECTION 4216/4217 OF THE GOVERNMENT 2 ADD RF.CdRD'a1G�. c,TAMp S1GNA-NRE; q-2 •Uj•0 Q� 2151 CONVENTION CENTER WAY TITLE SHEET OF STREET IMPROVEMENTS REQUIRED IMPROVEMENTS NOT MILLER AVENUE
CODE REQUIRES A DIG ALERT IDENTIFICATION ,FRE � SUITE IO, 1764 COMMENCE WITHIN TWO YEARS OF THE
OR y ��5" ��, �y � ONTARIO, CA 9 DRAWN BY: SCALE:
NUMBER BE ISSUED BEFORE A PERMIT TO Ui Q- y-' (909) 937-0200 FOR DATE OF APPROVAL SHOWN HEREON PS MILLER AVENUE STREET IMPROVEMENTS
EXCAVATE WILL BE VALID C No. 16434 AND CARRIED FORTH IN A DILIGENT
AT CITRUS AVE AS SHOWN
FOR YOUR DIG ALERT I.D. NUMBER CALL *Exp. 6/30/05 * 'MILLER AMANNER, THE CITY ENGINEER MAY DESIGNED BY: DATE:
TITLE SHEET
UNDERGROUND SERVICE ALERT �ql CN 1\- O� REQUIRE REVISIONS TO THE PLANS TO PS JUL. 2002
TOLL FREE 1-800-227-2600 FQFC . MAN, R.C.E. No. 16434 DATE AT -CITRUS AVENUE BRING THEM INTO CONFORMANCE WITH CHECKED BY: APPROVED BY: 4?64z DRAWING NO.: 1
CONDITIONS AND STANDARDS IN EFFECT. F,, �c �,� (u11
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE EXPIRES 6-30-05 - SCN BO- CITY ENGINEER R.C.E. No 51152 3155 �O
JN 12423 City of Fontana
File: E:\dwg\12423\12423st01.dwg 05/14/01 Mylar: 08/28/02