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HomeMy WebLinkAbout5544-1 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS CITY OF FC) N TA NA s,�, AND THE CfTY OF FONTANA OTANDARD STANDARD SPECIFICATIONS FOR PUBLIC WORKSPROVISIONS CONFORM TO APPROVED THE CITYTOFiFOTIME NTANA STANDARDCONSTRUCTION DETAILS.AND SHALL 9�y��9 STREETIMPROVEMENT � � CONSTRUCTION ("GREEN BOOK). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, 4, 4' NOTED. COLOR AND FINISH TO MATCH EXISTING CONCRETE. �' z c:/47.<‘-': y�:' Q \oF 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT FOR F 27. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF u-tv)FUTURE DUNCAN CANYON ROAD DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO THE CURB AT THE LOCATION OF THE SEWER LATERAL. Lea PRECEDENCE PROVISIONS IN THE "GREEN BOOK, THE CONTRACTOR StiMMIT AX/ENtJE t SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING FOR RESOLUTION. STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. _4.,b FUTURE CASA LGRANDE ROAD 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND PROJECT CITY ENGINEER. APPROVED PRIOR TO PAVING OF STREETS. LOCATION W 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT z ,c SUMMIT AVENUE FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING PAVEMENT PRIOR TO PLACEMENT. QLIJLaJ DIVISION PRIOR TO THE START OF ANY WORK. cc o INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED >- 210 FREEWAY W Q W RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. cc v) Q 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL = L (1 2 g POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF 32. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL U FONTANA U W FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. t p - -i r»»- r ,�_,,._ ;a FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. ,� ' I '' . ' 7 VICINITY MAP i f T � £. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN I " 1 33. ALL MANHOLES CLEANOUT FRAMES COVERS AND VALVE BOXES L47,41 0. 34344 BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR > : I NTS UPON COMPLETION OF PAVING. 'i f ` A \-- 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION i , OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH '':: :: 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC ` CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. et - "" I c _ ----=-=,,, _ ____ . -.IT ,_.. _ _ 8. THE WALLS AND FACESOF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, t= AVENUE .. - - - . .: h " - . - t - GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS - SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TO THE SATISFACTION __._.. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN OF THE CITY ENGINEER. ,,,, �►..: THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 36. AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO . THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS Y " 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC £ i TO THE CITY ENGINEER. �,�� _ �l ._.__�_. RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR < i..., 1._... ..... {:,sr .,t. THAT PURPOSE. _ € . I 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 t INDEX MAP 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. SCALE: 1"=100' 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL CITY OF FONTANA. UTILITY NOTIFICATION UST UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, CITY OF FONTANA AT&T TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, 8353 SIERRA AVE 22311 BROOKHURST SUITE 203 LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, FONTANA,5CA 92335 HUNTINGTON N BEACH, ST SUITE STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO (909) 350-6632 (714) 963-7964 THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS WORK AROUND THEIR FACILITIES. SO. CALIF. GAS COMPANY SPRINT SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER 1981 W LUGONIA AVE 2592 DUPONT DR CONSTRUCTION NOTES QUANTITY MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. REDLNDS, CA 92374 IRVINE, CA 92612 CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER (909) 335-7967 (800) 659-9698 0 SAWCUT AND REMOVE EXISTING AC PAVEMENT 13,048 SF COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. EMERGENCIES: (800) 427-2200 TIME WARNER CABLE 13. CURVE DATA REFERS TO THE FACE OF CURB. SO. CALIF. EDISON COMPANY 1500 AUTO CENTER DR 0 GRIND EXISTING AC PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY 300 N. PEPPER AVE ONTARIO, CA 91761 (MIN. 0.1' THICKNESS) 4,435 SF 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT RIALTO, CA 92376 (909) 975-3439 © CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. PLAN NO. 1000 660 LF 909 820-5598 - UNDERGROUND WHERE OTHERWISE NOTED. 909 875-5100 - TRANSMISSION SUNESYS, LLC CONSTRUCT 8" PCC CURB PER CITY STD. PLAN NO. 1000 1,465 LF 213 637-1233 - PIPELINES 1325 PLCO ST 106 0 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE CORONA CA 92881 ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK 909 357-6505 - DISTRIBUTION (951) 278-0400 LEGEND: SOILS ENGINEER 0 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, W=6' 3,889 SF TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE UNDERGROUND SERVICE ALERT 0 CONSTRUCT 6.5" AC PAVEMENT (MIN.) OVER 12" MIN. OF 95% 26,324 SF/1060 TONS FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION (800) 422-4133 INDICATES PROPOSED A.C. PAVEMENT SOILS SOUTHWEST, INC. COMPACTED NATIVE SUBGRADE, NOTE 32 CONTROL STAKING DURING CONSTRUCTION. 897 VIA LATA, SUITE N FONTANA WATER COMPANY fA INDICATES SAWCUT AND REMOVE COLTON, CA 92324 Q ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000 3 EA 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 15966 ARROW BOULEVARD \\I TEL (909) 370-0474 MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO FONTANA, CA 92335 I. INDICATES A.C. GRIND AND OVERLAY 0 CONSTRUCT CURB RAMP PER SPPWC STD. PLAN 111-3 (CASE D, TYPE 1) 1 EA THE CITY ENGINEER. (909) 822-2201 - - - INDICATES CENTERLINE DEVELOPER 0 INSTALL 16,000 LUMEN HPSV LUMINAIRE PER CITY STD. PLAN 404 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING -------INDICATES RIGHT-OF-WAY LINE & CONTRACTOR TO MATCH EXISTING STREET LIGHT DECOR STYLE 2 EA SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE INDICATES EXISTING IMPROVEMENTS STRATHAM HOMES, INC. BY A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR. 2201 DUPONT DRIVE, SUITE 300 SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF -(1300- INDICATES EXISTING CONTOUR LINE IRVINE, CA 92612 THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO STREET LIGHTS TEL (949) 833-1554 THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER f- DIRECTION OF FLOW REPLACEMENT OF THE MONUMENT. LC LENGTH ON CURVE 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL R/W c. R/W BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FORI 101' I RESIDENTS AND EMERGENCY VEHICLES. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: , 46' 55' _-1I 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN El-I-ECTIVE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES AND/OR STRUCTURES MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ' 12' 34' 34' 21' ' ALL TIMES. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 8.00' 6.00' SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE i - I OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER .'1 5 WIND VELOCITIES EXCEED 25 MILES PER HOUR. I I LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. �' MUD, 71 ®® ra.2:1- --- -<� 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED NO __ - _----- -_-_-----SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME CONSTRUCTION STAKING NOTICE SHEET INDEX _ _ _ -�T=��� - ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE © 1=1 III- 1= '- -i 1=1I1=1I1=1 =1T1� PRIOR WRITTEN APPROVAL OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND i- "' ii - PROPERTY. IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT THE FIRM OF 0 PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND SHEET 1 TITLE SHEET 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER ALLARD ENGINEERING COMPANY WILL BE PERFORMING THE CONSTRUCTION STAKING FOR SHEET 2 SUMMIT AVENUE © Q EXISTING CURB & GUTTER OF THE CITY INSPECTOR. AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY THE COMPLETE PROJECT. IF, HOWEVER ANOTHER ENGINEERING AND/OR SURVEYING FIRM & PAVEMENT PER CITY DWG. 12682 AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF ALLARD ENGINEERING INCORPORATED FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE OF THE DESIGN PROFESSIONAL WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MODIFIED SECONDAY HIGHWAY 101 R/W RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED MIGHT OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR MITIGATED IF SUMMIT AVENUE DENSITY IS OBTAINED. ALLARD ENGINEERING COMPANY HAD PERFORMED THE STAKING WORK. TI = 9.0 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES UNAUTHORIZED CHANGES AND USES: NTS FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR LIABLE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE SWALES` ENTERING OR LEAVING IMPROVEMENTS. PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. v Al O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OFR UIRED BASIS OF BEARINGS: Prepared By: ofEss CITY OF FONTANA, CALIFORNIA IMPROVEMENTS NOT MMEN WITHIN PREPARED FOR: THE BASIS OF BEARINGS FOR THIS MAP WAS TAKEN FROM THE SOUTH LINE ALLARD ENGINEERING QR �� \NCOMMENCE STRATHAM HOMES, INC OF THE SOUTHEAST QUARTER OF SECTION 10, TIN., RSW., S.B.M. AS ��� 'p�-� R' q� �; STREET IMPROVEMENT PLANS TWO YEARS OF THE DATE OF APPROVAL " Civil Engineering Land Surveying Land Planning <v �� ` Z rSHOWN ON RECORD OF SURVEY, R.S. 35/9, BEING: N89'30 O6 E 9 9 y 9 / c,., 9�`' c� DRAWN BY: TITLE SHEET SCALE: VA&J SHOWN HEREON AND CARRIED FORTH IN A 2201 DUPONT DRIVE, SUITE 300 8816866 Seville Avenue i `_"i o I z HMG DBW AS NOTED DIAL � DILIGENT MANN THE CITY ENGINEER MAY BENCHMARK Fontana, California 92335 ca I No. 79086 m / SUMMIT AVENUE TWO WORK I NG IRVINE, CA 92612 CALTRANS BENCHMARK NO. 8-17 BRASS CAP IN CONCRETE S.C.E. �' ^'i DESIGNED BY. DATE: YOUOD G �� / DAYS BEFORE --__ REQUIRE REVISIONS TO THE PLANS TO TEL (949) 833-1554 (909) 356 1815 Fax (9 X56 1795 0; Exp. 3/31/18 / �;` DBW ST - 108+50 October, 2016 / YOU DIG TOWER LEG. 343 N/0 HIGHLAND AVE., 0.2 MI. W/O SAN SEVAINE RD., // j s, BRING THEM INTO CONFORMANCE WffH IN SOUTH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 MI. WEST ''�• (����4J 3���0 �y� CIvtL CHECKED BY: APPfEO D BY: o TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT ALONG HIGHLAND AVE. FROM SIERRA AVE. Reynold H. Allard, B.C.E. 79086 Date F OF CALF 1 /� -�! 410, DATE: �D '✓:/' �� 5544 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEVATION-1f42 (expires 3/31/2018) RRA Y CITY ENGINEER R.C.E. 51152 a. Filename: I:\Stratham Homes-129\3.5 AC\DWG's\FINAL DESIGN\street\SUMMIT-PHASE 2\TR 18915-2 ST 01.dwg