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Home My WebLink About5743-1GENERAL 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. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMOK, I 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 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 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 811 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, LANDSCAPF 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 1T 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. 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. 99, NO TRENCH BACKFII L SHALL TAKE PI ACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BAC'KFIL L 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. 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 DEIIERMLNED 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, CON INAL:IOR 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. FULL DEPTH AC PAVING (6.5" MIN.) OVER 12" OF 95% COMPACTED NATIVE SUBGRADE ' ' '* EXISTING 222 CURB & GUTTER MIN. TO BE REMOVED SAWCUT LINE GRIND &OVERLAY 0.15' DEEP L I --- EXISTING PAVING I *OR AS DIRECTED BY CITY ENGINEER PAVEPAVEMEENT REPAIR DETAIL NOT TO SCALE BENCH MARK: CITY OF FONTANA BENCHMARK NO. 322 NGVD29, ELEVATION®1104.49' RISE ED "X" IN THE EAST FEND OF THE SOUTHEAST CURB RE 111RN AT THE INTERSECTION OF CITRUS AVE. AND HUNTER STREET o e, � BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VALLEY BOULEVARD BEING NORTH 89' 43' 59" EAST ON PARCEL_ MAP 19511, P.M.B. 243/64-65 eTl--)- E l344 i 7 it T7m F a TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NO. rS S:ti J. �7l �.'I !JS J TM 7e 7R�.1 V 7NJ 7��T 'T 7 �A��l± 0 �zo 7' At I 7r-A Ll, NL JLN 715� 1, M'T 79 -7) 7D /A L) (:�) 7j 7�1 7517 A 7L `F ABBRE TIONS ® ,Ny i VC ....... TP .. .... VERTICAL CURVE TOP OF PAVEMENT ( TL j��ll GTC �V A 3 ....... TOP OF CURB \CI`�C EL ........ ELEVATION FL ........ FLOWLINE FG ....... FINISH GRADE FS ....... FINISH SURFACE C 0_ - 3 , 9 22 0 FN ` I CIF ....... CURB FACE GB ....... GRADE BREAK THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTORS SHALL PREPARE HP ....... HIGH POINT THEIR OWN QUANTITIES AND BID A COMPLETE JOB. : , ; i-� �a INV....... INVERT ELEVATION TIC ....... TOP OF GRATE ( PROTECT IN PLACE (ITEM AS INDICATED ON PLAN) ..................................................................................................... CB ....... CATCH BASIN RD ....... ROOF DRAIN O CONSTRUCT 6.5" MIN. AC PAVEMENT PER DETAIL ON SHEET 1........................................................................................ 566 SF LID ........ LOCAL DEPRESSION O3 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. NO. 1002.................... ........... 2,750 SF EP......... EDGE OF PAVEMENT COTG..... CLEANOUT TOP OF GRATE SAWCUT AND REMOVE EXISTING AC PAVING ......................... ........ 566 SF SMH ...... SEWER MANHOLE R .......... RIDGE LINE O SAWCUT AND REMOVE EXISTING PCC CURB & GUTTER................................................................................................... 289 LF P.I.P...... PROTECT IN PLACE SAWCUT AND REMOVE EXISTING PCC SIDEWALK ............................. .............1,462 SF CL ........ CENTERLINE \J DWY..... . DRIVEWAY �7 COLD PLANE EXISTING AC MINIMUM 0.15' DEPTH & AC OVERLAY TO MATCH EXISTING-..................................................556 SF C&G...... C&G...... CURB AND GUTTER �8 SAWCUT & REMOVE EXISTING DRIVEWAY AND APPURTENANCES SF TOP OF BERM .........................................................................................322 TIC ........ . TOP OF CURB O RELOCATE EXISTING TRAFFIC SIGNAL INTERCONNECT PULLBOX............................................................................................ 2 EA TW........ . TOP OF WALL FL......... FLOWLINE 0 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD, NO. 1006..........................................................................278 SF EP........ . EDGE OF PAVEMENT FS........ . FINISHED SURFACE EG........ . EXISTING GROUND TG........ . TOP OF GRATE INV ........ INVERT GB . . . GRADE BREAK R ......... RIDGE LINE CB......... CATCH BASIN PP......... POWER POLE LEE N D - CENTERLINE RIGHT OF WAY - - - - - - - LOT LINE S EXISTING SEWER W - EXISTING WATER E EXISTING ELECTRICAL G EXISTING GAS W'LY EXIST - v Li R/W CL R/w j� 40' _ VARIES, 34'-42' 1 12, 28' VARIFS S.5' 6" 6' S.5' I L F 1 I 2%, EXIST. AC/AB -- - -----f -- - EXIST. Sw I �L- - - I EXIST. SW EXIST. C&G- ' nATAWRA A`.FNl IIF - 1 YIPIIk Al gFrT OKJ '--EXIST. C&G wl, R/` N.T.S. (COLLECTOR) CL 46' I 11' _ 22' 1 34' im 12' 1 1 27. tT EXIST. C&G WILY R/W F'L y R/W I I 6' 1 6" a EXIST. AC/AB EXIST, AC/AB I` 2% EXIST. SW g J � POPLAR AVENUE - TYPICAL SECTION EXIST. C&G i 1 N.T.S. (SECONDARY) 55' S'LY CL R/W 66' _I 1 54' 12' i 11 �_- -I - ------------ -_---- - - _ I� `L EXIST. Sw VALLEY BOULEVARD - TYPICAL SECTION N.T.S. EXIST. C&G (MAJOR) REVISION DESCRIPTION I DATE I ENCR. I CITY I DA 1E SHOULD CONSTRUCTION OF THE REQUIRED II?iPROVFMENTS NOT I COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL - I I SHOWN HEREON AND CARRIED I FORTH IN A DILIGENT MANNER, i I � THE CITY ENGINEER R MAY REQUIRE I REVISIONS TO THE PLANS TO -- ? 1- BRING THEM INTO CONFORMAI!C E WITH STANDARDS IN EFFECT. %,®��ss/o�;41 4 Nc. 67512 Expiration hl z. O CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. NOTESv CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 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 DESIGN PROFESSIONAL. 1_1 0 1 N E Ea - _= v THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND 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 DESIGN PROFESSIONAL. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ul Huitt-Zollars, Inc. Ontario 3990 CONTOURS, SUITE 330 * ONTARIO, CALIFORNIA 91764 * (909) 941-7799 flrEPARED UNDLI, THE SUPERVISION OF jCHN ' MURAD 67512 6-.30-19 10-15-16 R.C.E. EXPIRES DATE LEGEND PROJECT LIMITS < �Q�P Q Q a O VALLEY BLVID E J , IM7EASTAIE \Z SLAVER AVE E F f TY MAP T NOT TO SCALE mr.ly-SO-VARUM 11 ------------- I EXISTs. N�FRETE CHANNEI - - - STATE HIGHWAY 1-10 SHEET INDEX MAP SCALE: 1 "=200' SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET, TYPICAL SECTIONS AND DETAILS 2 STREET IMPROVEMENT PLANS UTiLiTY PROVIDERS ELECTRICITY SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 (909) 357-6203 WATER FONTANA WATER CO. 15966 ARROW ROUTE FONTANA, CALIFORNIA 92335 (909) 822-2201 GAS SOUTHERN CALIFORNIA GAS CO. 1981 W. LUGONIA AVENUE REDLANDS, CA 92374 (800) 427-2200 AT&T 3939 E CORONADO STREET ANA.HEIM, CA 92807 714): 237-5155 CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 mum SPECTRUM 1500 AUTO CENTER DRIVE ONTARIO, CA 91761 (800) 892-2253 SEEFRIED INDUSTRIAL PROPERTIES 2301 ROSECRANS AVENUE, SUITE 3165 EL SEGUNDO, CA 90254 PH: 310-536-7900 CONTACT_ DAN BICK HUITT-ZOLLARS, INC 3990 CONCOURS, #330 ONTARIO, CA 91764 PHONE (909) 941-7799 FAX (909) 941-7789 CONTACT: DAVID WHITE F= Imo.. - 3 U 1.3L! U I�IIA�IIlI`E °�f IJ\lU� �'1�1+J DRAWN BY: P A RCE MAP NO. 19903 HZ STAFF DESIGNED BY: F TITLE SHEET_ M SE TT -S. H a = E NOTES N TESTIMATE DLW MUCTISM CHECKED BY: i ;APPRO` D BY: E TYPICAL SECTIONS AND DETAILS IV, I CITY ENGINEER R.C.E. 51152 DATE: SCALE: AS SHOWN DATE- - 10/208'l.. DWG. NO.: 1 5743 If2