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Home My WebLink About4749-2GENERAL NOTES: 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, COUNTY OF SAN BERNARDINO 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 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. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION AND THE COUNTY OF SAN BERNARDINO PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES FIVE (5) FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8. 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. 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10. 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 (2) WORKING DAYS BEFORE EXCAVATION. 11. 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 (2) WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12. 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. 13. CURVE DATA REFERS TO THE FACE OF CURB. 14. STATIONING REFERS TO THE CENTERLINE OF STREETS 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 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 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. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21. 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. 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. 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. 24. 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. 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE. 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. 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. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT Ir TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG 1 REV. TYPICAL STREET SECTION OVERLAY AREA, PAVEMENT AREA. REV. REVISION DESCRIPTION 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. City of Fontana, utility notification list: City of Fontana Pacific Bell Co. CURB RAMP 50 (2-) Attn: Virginia Becker 790 (2.63') 8353 Sierra Avenue 3939 E. Coronado Street 1185 (3.95') Fontana, CA. 92335 Anaheim, CA. 92807 1580 (5.26') (909) 350-6632 (714) 666-5467 1975 (6.58') So. Calif. Gas Company Underground Service Alert Attn: Dennis Freeman (800) 227-2600 2765 (9.21') 1981 W. Lugonia avenue 2400 (8.00') 3160 (10.53') Redlands, CA. 92374 Adelphia (Cable TV) 3555 (11.84') (909) 335-7547 Attn: Jack Hayes 3950 (13.16') Emergencies: (800) 427-2200 1205 Dupont Ave. 4340 (14.47') 300 (12-) Ontario, CA. 91761 4735 (15.79') So. Calif. Edison Company (909) 390-4738 EXIST, 300 N. Pepper Avenue R/W Rialto, ca. 92376 T TOP OFF RAMP/ \ DEPRESS BACK OF WALK r"SEE DETAIL A, 13. C OR D. (909) 820-5598 - Underground I (909) 875-5100 - Transmission �-- (213) 637-1233 - Pipelines SECTION B-8 SEE NOTF. 6 R (909) 357-6223 (909) 422-4133 \ DEPRESS BACK OF WALK rSEE DETAIL A. B. C OR D, 101 woe DATE I ENGR. I CITY I DATE EXISTING CURB & General Telephone Company Attn: Steve Hock 1400 E. Phillips Blvd. Ontario, CA. 91766 (800) 422-4133 Fontana Water Company Attn: Michael K. Mcgraw 8440 Nuevo Avenue Fontana, CA. 92235 (909) 822-2201 Fax: (909) 823-5046 44' W J EXIST. PVMT. PROJECT SPECIFIC NOTES: NOTIFICATIONS ONE MONTH PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL POST CONSTRUCTION NOTICE SIGNS SPECIFYING DATES WHEN CONSTRUCTION WILL BEGIN AND CONTRACTOR'S NAME AND PHONE NUMBER. IN ADDITION TO NOTIFICATIONS SPECIFIED IN THE CONSTRUCTION SPECIFICATIONS (GENERAL CONDITIONS, UTILITY REQUIREMENTS), CONTRACTOR SHALL NOTIFY RESIDENTS AND COMMERCIAL ESTABLISHMENTS OF IMPENDING WORK. PRINTED NOTICES, PROVIDED BY CITY, SHALL BE DELIVERED TO ALL RESIDENTS AND COMMERCIAL ESTABLISHMENTS IN THE VICINITY OF THE WORK AT LEAST SEVEN DAYS IN ADVANCE OF CONSTRUCTION. SAID NOTICES SHALL FIRST BE APPROVED BY THE CITY AND SHALL CONTAIN A GENERAL DESCRIPTION OF THE WORK, DATES WORK WILL BE PERFORMED, DESCRIPTIONS OF AREAS WHERE TRAVEL AND PARKING WILL BE RESTRICTED, AND NAMES OF STREETS WHICH WILL BE CLOSED TO THROUGH TRAFFIC OR WHERE TRAFFIC WILL BE RESTRICTED. IF THE CITY OR COUNTY RECEIVES COMPLAINTS FROM INDIVIDUALS AFFECTED BY CONSTRUCTION, CONTRACTOR SHALL TAKE IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY. IF CONTRACTOR RECEIVES COMPLAINTS DIRECTLY, HE SHALL REPORT SAME IMMEDIATELY TO THE CITY. THEREAFTER, HE SHALL TAKE IMMEDIATE ACTION TO CORRECT THE SITUATION AS DIRECTED BY THE CITY. PROP. R/W 46' 36' 10' I 0.5' CITRUS AVENUE TYPICAL SECTION STA. 51+50.00 TO 57+24.89 HORIZ: 1 "=20' VERT.: 1"=2' EXIST. T.I.=7.0 R/W PROP. I g ' R/W 44' I 46' 32' T 36' 10' � 8' I ' ( 0.5' 7 6 22A LEVEL 1 LI IE I I %IST. PVMT. EXISTING CURB & GUTTER---/ CITRUS AVENUE TYPICAL SECTION A STA. 47+00.00 TO 51+00.00 HORIZ: 1'=20' VERT.: 1"=2' T.I.=7.0 PROP. I 9 R/W 44' 46' 32' I 16' � 7 6 LEVEL 2. � I --/I) EXIST. PVMT. EXISTING CURB & GUTTER r,,01ESS/O,), c1`Z PV 1D 6y9! No. 43296 Exp. 03/31/12 J1 aT c►v►L �� OF CAL1F0� 36' . 10' I0.5' 22A 1-f LINE_ S= CITRUS AVENUE TYPICAL SECTION STA. 44+50.00 TO 47+00.00 HORIZ: 1 "=20' VERT.: 1"=2' T.I.=7.0 D Bering inc General Civil, Municipal, Water and Wastewater Engineering, Planning, Construction Management and Surveying 118 West Lime Avenue Monrovia, Ca. 91016 Phone: (626) 357-0588 Fax: (626) 303-7957 t STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION TAM AR� PLAN METRIC 111-3 CURB RAMP 50 (2-) 10 NORMAL CURB FACE. mm (INCHES) X, mm (FT) SECTION Y -Y Y. mm (FT) 50 (2-) 1200 (4.00') MIN 790 (2.63') 75 (37 1200 (4.001 MIN 1185 (3.95') t00 (4-) 1200 (4.007 1580 (5.26') t25 (5-) 1500 (5.00') 1975 (6.58') 150 (6-) 1800 (6.00') 2370 (7.90') 175 (7-) 2100 (7.007 2765 (9.21') 200 (8") 2400 (8.00') 3160 (10.53') 225 (9-) 2700 (9:00') 3555 (11.84') 250 (10-) 3000 (10.00') 3950 (13.16') 275 (11") 3,300 (11.00') 4340 (14.47') 300 (12-) 3600 (12.001 4735 (15.79') QQNMMMI MUD 1a- CONSTRUCT 5" AC OVER 8" CRUSHED AGGREGATE BASE 2a- CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL NO. 1000. 3�-- CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. DETAIL NO. 1006 (S=10'). (D -GRIND EXISTING A.C. PAVEMENT 18' WIDE, 0.15' DEPTH. 7a- CONSTRUCT VARIABLE THICKNESS AC OVERLAY (0.15' MIN.) PER TYPICAL SECTION. 0 @-REMOVE EXISTING A.C. PAVEMENT AND BASE AS NECESSARY. CONSTRUCTION NOTES FOR STREET IMPROVEMENTS CITRUS AVENUE 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 CONDITIONS AND STANDARDS IN EFFECT. SEE NOTE 6 PARKWAY CURB RAMP R Y 1220 mm 4' RAMP 111-3 "trCURB i S mm 3 A".. ,M.. a_. ,� EXISTING , ROUNDETOP OF ROADWAY S_= EDGE RAMP 37. MAK A2-0 CURB AND GUTTER SECTION A -A USE FIGURE 1 TO DETERMINE WFOCH OF SECTIONS A -A, B -B SEE NOTE 6 PARKWAY Y 11220 OR C -C IS APPROPRIATE, EXISTING ROADWA Y S=N ROUNDED EDGE T TOP OFF RAMP/ \ DEPRESS BACK OF WALK r"SEE DETAIL A, 13. C OR D. 2. AX SHEET 10. A2-0 CURB AND GUTTER - SECTION B-8 SEE NOTF. 6 R EXISTING ROADWAY SI 44AX \ DEPRESS BACK OF WALK rSEE DETAIL A. B. C OR D, AXf SHEET 10. A -0 CUAND CUTE RB SECTION C -C 2 1220 mm 41 z BACK OF WALK -� .DEPRESS Via+ .q WALK SECTION R -R Z OR LESS Z 1220 mm 4' 120 mm 4' -�33Z I DEPKS'S BACK OF WALK -4- qX ? 4s b• PCC SIDEWALK SECTION S -S STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION $TANOAROCPLAN 11M1ET-3 CURB RAMP iANOARD AN MEETTRRIC SHEET 7 2L 10 1220 mm 4') A 915 mm (3) MIN 1220 mm 4'� 915 mm Ix TRANSITION 1 M W(1:'))2NOTECURCUR1220 mm A9i- R �R 8 1220 mm 4' mm MIN R R x GRADE BREAK y J NOTEL84< xNOTE K >r 8.3 N CURx CURB FACE �- x} 16 MM �-� H <I e4') AORB SEE FIGURE 1 TYPE 2 QA$E A STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION iANOARD AN MEETTRRIC fRD/OIOARs T' 1K[ . , ,..No.,�, .11[fM.O"[ EO.INII¢ RAMP 111-3 "trCURB A".. ,M.. a_. ,� STANDARD SPECIFICATIONS WORKS , CONSTRUCT AC PAVING GRIND EXISTING AC PAVEMENT (0.15' MIN) CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENTS DRAWN BY' CITRUS AVENUE Ste' J.A.M. CONSTRUCTION NOTES, DETAILS AS SHOWN DESIGNED BY: DATE: J.A.M. AND STREET .TYPICAL SECTION OCTOBER 2003 CHECKED BY- APPROVED BY- DATE: DRAWING NO.: 2 20 GR/O.A.S. -�-� 3 � 10 4749 5 nnv n1nujo n r u., a -I 4 W'12