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Home My WebLink About5778-1GENERAL 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 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 PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE 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. 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CAUFORNIA 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 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 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 U71LMES 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 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 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 TIME 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-ERODABLE 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. Q o REV. REVlS y - AAWAAAAAAAA - T 1 I I 1 1 1 I 1_ \ 'Z 7- V --- TOLL �IFRLEIEV 1-800-227--2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT i 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. 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. - __-- -- ----- PR CITY 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THI•: CONSTRUCTION -1 - TO THE SATISFACTION OF THE CITY ENGINEER. 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO POLEw THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. CITY OF FONTANA, UTILITY NOTIFICATION LIST JOIN EXISTING CITY OF FONTANA AT&T SIDEWALK 305' 8353 SIERRA AVE 22311 BROOKHURST ST SUITE 203 TO SOUTH FONTANA, CA 92335 HUNTINGTON BEACH, CA 92646 CITY DWG 3247 (909) 350-6632 (714) 963-7964 SHEET (13) SO. CALIF. GAS COMPANY SPRINT 1981 W. LUGONIA AVE 2592 DUPONT OR REDLANDS, CA 92374 IRVINE, CA 92612 (909) 335-7967 (800) 659-9698 EMERGENCIES: (800) 427-2200 TIME WARNER CABLE SO. CALIF. EDISON COMPANY 1500 AUTO CENTER OR 300 N. PEPPER AVE ONTARIO, CA 91761 RIALTO, CA 92376 (909) 975-3439 90L1 820-5598 - UNDERGROUND SUNESYS, LLC 909 875-5100 - TRANSMISSION 1325 PICO ST 1106 213 637-1233 - PIPELINES CORONA, CA 92881 909 357-6505 - DISTRIBUTION (951) 278-0400 WEST VALLEY WATER DISTRICT UNDERGROUND SERVICE ALERT ATTN: ENGINEERING DEPARTMENT (800) 422-4133 855 W. BASELINE ROAD RIALTO, CA. 92376 (909) 875-1804 PRIVATE ENGINEERPS NOTICE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UNAUTHORIZED CHANQS AND USES' THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION STAKING NOTICE THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. CITY OF FONTANA STREET IMPROVEMENT PLAN TRACT 20082 W 17 SEE'ITY D� _ 247 (S�IEES ND 14) LTA ISION.2� ---64+68ST -A ___._ __ _ __ --._....._._.._ .�.mm _.._ ._. __ __ -_ _30►N _EXISTING 0 RE IN 7- fIVD'1C S7'RriC1 STRI7CT"COR - - )POSE'D--7--CO*IE 'ION__-__ ,EMaVE ME _ _.__ _.___.._ Uj 10 DW6 ( (i�) ,PAVEMENT- - R�MOVE �1C _ � .� - -}--- +_ oo r`- IN MEDIA oo N "OWE .. ! - __ ___ v _ N POLE+�9_. ,� . 00+ _ --- 0- ROTECT IN PLACE _ P _ _ _ _ _ _ _ -PROTECT 1 l7rCE_ - - -C w _ -" -- - _. � _ - .� - - - - - _ _ � TO POWER POLE OIN EXISTING - a _ , _ _ _ tom.... _ . a •- . - LOT "C" LOT "B" JN 3 OTHERS Ama LOT "A" 61.88' 45,91' 0 1 � 24.01' 51.50' 51.00' 56.00' 67.00' PROPOSED STORM DRAIN CONNECTION ,� + 10 CITY DWG 3249 (SHEETS (17) 10 N - `� R=35 5 R=35 14 CIT11 I INUS AVENUE WEST R/W GRAPHIC SCi4LE * CONTRACTOR TO CONFIRM JOIN 40 0 20 40 80 ELEVATION & NOTIFY ENGINEER PRIOR TO CONSTRUCTION. - - -- - - -- (Nf�T) 1 NCH : 40 FT. ION DESCRIPTION DATE I ENGR.I CITY I DATE I PREPARED FOR: TYPICAL SECTION CITRUS AVENUE -104' R/W NIS T IAO.5 WEST R/W EAST OLEANDER AVENUE PROPOSED 6' SIDEWALK i EAST R/W 68' 34' 34' 14' 20' 22' 12' .5' PROPOSED 5' SIDEWALK 160 TYPICAL SECTION OLEANDER AVENUE - 68 R/W NTS IL--6.5 LE(�ND: PROPOSED A.C. PAVEMENT REMOVE EXISTING A.C. PAVEMENT _ OVERLAY EXISTING A.C. PAVEMENT - - - CENTERLINE RIGHT-OF-WAY LINE - - - - EXISTING IMPROVEMENTS ---(�}- EXISTING CONTOUR LINE L.O.S. LINE OF SIGHT SUMMIT AVENUE FONTANA STATE ROUTE - 210 WALNUT AVENUE CHASE ROAD BASELINE AVENUE BROOK LANE W Z PROJECT LOCATION a VICINITY MAP- WS 00+t ,-...- _ CONSTRUCTION QUANTITIES 1 CONSTRUCT 8" CURB ONLY PER CITY SDT. PLAN NO. 1000 285 LF 2 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY STD. PLAN NO. 1002 1 EA. 3 CONSTRUCT CROSS GUTTER PER CITY STD. PLAN NO. 403 230 L.F. 4 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN 2,850 SF PER TYPICAL PAVEMENT JOIN DETAIL 5 SAWCUT & REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1, MIN.)-.._ 1,525 SF 6 REMOVE EXISTING CURB & GUTTER 330 LF 77 -CONSTRUCT 6.5" (MIN.) AC PAVEMENT OVER If OF 95% COMPARATIVE NATIVE _ 1,875SF PER CITY STD. 401. (SEE GENERAL NOTE 31 & 32) ®- CONSTRUCT 5" (MIN.) AC PAVEMENT OVER 12" OF 95X COMPARATIVE NATIVE - 975 SF PER CITY STD. 400. (SEE GENERAL NOTE 31 & 32) �- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006. 1,950 LF 10 CONSTRUCT CURB RETURN WITH ACCESS RAMP PER CITY STD. PLAN NO. 1003. 4 EA. * CONTRACTOR IS RESPONSIBLE TO RELOCATE ALL EXISTING UTILITIES INCLUDING IRRIGATION TO SATISFACTION OF CITY ENGINEER. AC PAVEMENT OVERLAY (MIN. 0.10' THICKNESS) PROPOSED 1' 5' AC PAVEMENT -�, MIN. MIN. ,r 0.10' MIN. I -GRIND EXIST. SAWCUT AND REMOVE EXISTING AC PAVEMENT EXISTING AC PAVEMENT AC PAVEMENT (MIN. 0.10' THICKNESS) TYPICAL PAVEMENT JOIN DETAIL NTS SHOULD CONSTRUCTION OF REQUIRED Prepared By: RO�ES$,� CITY OF FONTANA CALIFORNIA MOVEMENTS NOT COMMENCE WITHIN ALLARD ENGINEERING a oNo �. �4(Z STREET IMPROVEMENT PLAN TWO YEARS OF THE DATE OF APPROVAL Li�il Engineering -Land Surveying -Land Planning �� q `�� SHOWN HEREON AND CARRIED FORTH IN A 16866 Seville Avenue co p z DRAWN BY: CITRUS AND OLEANDER AVENUE SCALE: DILIGENT MANNER,THE CITY ENGINEER MAY Fontana, California 92335 No. 36052 AS NOTED 36310 INLAND VALLEY DRIVE''' "' DESIGNED BY: ? TRACT 20082 DATE: WILDOMAR CA 92595 REQUIRE REVISIONS TO THE PLANS TO Ph. (909) 356- 815 Fax (909) 356-1795 Exp. 6/30/20 EQ /� APPRO � � January, 2019 TEL (951) 691-5193 BRING THEM INTO CONFORMANCE WITH 2cL 4(Q�P 1 •23 • (a s�QT c l v k �- CHECKED BY: DRAWING NO.: FAX (951) 600-0136 CONDITIONS AND STANDARDS IN EFFECT Raymond J. Allard, A.C.E. 36052 Date F of CALF DATE: /' z (expires 6/30/2020) 5778 CITY ENGINEER R.C.E. 51152 Flenome: I:\KB Homes\EI Paseo\DWG's\FINAL DESIGN\EXHIBIT'S\Driveway Exhibit.dwg