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Home My WebLink About4868-1GENERA!. NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED PRO�aff CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS WIND VELOCITIES EXCEED 25 MILES PER HOUR. -Y LOCAIWN AND' -THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK"). ALL REFERENCE SPECIFICATIONS 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, STATE ROUTE 210 AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY NOTED. ADJACENT TO THE RIGHT-OF-WAY DURING CONSTRUCTION WITHOUT OLD HIGHuwD VENUE PRIOR - WRITTEN APPROVAL. 2. OF FONTANA AUTO CENTER DRIVE WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT T CAN NOT BE RESOLVED BY REFERENCE TO 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR. APPROVAL W PRECEDENCE P . bVISIONS IN THE nGREEN BOOK", THE CONTRACTOR OF THE CITY INSPECTOR. STREET IMPROVEMENT PLANS SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER SOUTH HIGHLAND AVENUE FOR RESOLUTION. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE .3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED CITY ENGINEER. DENSITY IS OBTAINED. Z 4. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES STATE ROUTE 210 FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE DIVISION PRIOR TO THE START OF ANY WORK. SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODABLEVjCjN - ' ' • - w m" INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO SWALES ENTERING OR LEAVING IMPROVEMENTS.tfi ii =� mm � N.T.S. WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC - r - RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-76 10. I j -� k a -�� PN ) 0 -'J D �-'r=� 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS 1 I I Il 1 LEGEND. SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL S EI F I ( " 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL i _ ,'�-f , , I POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. ; , , , , , , INDICATES PROPOSED A.C. PAVEMENT CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC i,�`� INDICATES REMOVE EXISTING A.C. PAVEMENT EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, i I �' ,� ti COLOR AND FINISH TO MATCH EXISTING CONCRETE. -r��I� F V// i " ////� INDICATES GRIND & OVERLAY EXISTING j////,i i ii J � J6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN " �-�J J J ��A.C. PAVEMENT BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL . TIMES. 27. THE SEWER CONTRACTOR SHALL STAMP AN S" IN THE FACE OF 7l I yINDICATES PROPOSED SLOPE THE CURB AT THE LOCATION OF THE SEWER LATERAL. I ,_ FMIIIII 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION 28, NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING r�J r f � r�J ��r� � � � ` =- `� �= � _ _ � INDICATES PROPOSED CONCRETE OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH -� ._ I_ I I 1 1 STEEL HAVE BEEN PLACED INSPECTED AND APPROVED. I I i i�� -� - . FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. INDICATES PEA GRAVEL 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED TESTED AND `\ � I I i i Ro To LO CA, V R, L � r 8. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) INDICATES CENTERLINE FEET 1N _DEPTH SHALL BE GUARDED BY SHORING, -SLOPING OF THE APPROVED PRIOR TO PAVING OF STREETS. I I I I i _ - - - - INDICATES RIGHT-OF-WAY LINE z I GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS AI T - - INDICATES PARCEL MAP BOUNDARY OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT TRENCHES LESS THAN FIVE (5)FEET SHALL ALSO BE GUARDED WHEN PAVEMENT PRIOR TO PLACEMENT. --- INDICATES EXISTING IMPROVEMENTS b -(130)--- INDICATES EXISTING CONTOUR LINE THE POTENTIAL FOR GROUND MOVEMENT EXISTS. 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT 1 I i °-n STREET LIGHTS TO - REVISION AND APPROVAL OF THE C17Y ENGINEER AS DETERMINED '•� I I III I i I I i DIRECTION OF FLOW 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. �� / I III i I I i -�- �- RIGHT-OF-WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. �_ TC INDICATES TOP OF CURB _ PAVEMENT AND/OR BASE COURSE MATERIAL 32. ACTUAL THICKNESS OF A.C. FL INDICATES FLOW LINE 10. THE LOCATIONS OF UTILITIES SHOWN HAVE BEENDETERMINED DETERMINED FROM FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA _ _ _-°° a _ i _ _� _ -_,� _ _ _ _ ( ) INDICATES EXISTING ELEVATION OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. �- FS INDICATES FINISHED SURFACE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO - EXERCISE PROPER PRECAUTION- TO AVOID DAMAGE THERETO. THE 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND. VALVE BOXES ° SOUTH HIGHLAND AVENUE GB INDICATES GRADE BREAK CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT SHALL. BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR - PI INDICATES POINT OF INTERSECTION 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. UPON COMPLETION OF PAVING.Q�?�/,wm e �Y ss�oNq� ,4Zz,,7�p 6,`V�-`1yZ�r��- D J. F. R W INDICATES RIGHT OF WAY 11. THE CONTRACTOR SHALL COORDINATE CONSTRUC71ON WITH ALL 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE MAP Q 9� "m BVC INDICATES BEGIN VERTICAL CURVE MEX UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC ,- , No.36052 ' TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, CONTROL DEVICES TO THE SATISFACTION OF THE CITY�T AFFIC ENGINEER. SCALE 1 -150 Exp. 6-30-20 EVC INDICATES END VERTICAL CURVE LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER,c l STORM DRAIN FLOOD CONTROL AND CALTRANS. ALL UTILITY 35. CONTRACTOR SHALL RELOCATE AND OR REPLACE LANDSCAPING, BCR INDICATES BEGIN CURB RETURN COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION ECR INDICATES END CURB RETURN WORK AROUND THEIR FACILITIES. TO THE SATISFACTION OF THE CITY ENGINEER. 12. THE CONTRACTOR - SHALL - NOT OPERATE ANY FIRE HYDRANT OR WATER 36. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO CONSTRUCTION NOTES 57WTE OF OUANT M, ES MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS CITY OF FONTAN& UTILITY NOTIFICATION UST CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER TO THE CITY ENGINEER. (D -CONSTRUCT 4:5" A.C. PAVEMENT (MIN) OVER -12" OF 959- COMPACTED NATIVE 42,341 SF / 1180 TONS COMPANY FOR ..VALVE OPERATION AND WATER REQUIREMENTS. CITY OF FONTANA S.B.C. INC. 8353 SIERRA AVENUE 3939 E. CORONADO STREET (�>-SAWCUT' EXISTING A.C. PAVEMENT TO CLEAN STRAIGHT LINE (1MIN.) 334 LF 13. CURVE DATA REFERS TO THE FACE OF CURB. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR: FONTANA, CA 92335 ANAHEIM, CA 92807�- �-CONSTRUCT 8" PCC CURB &GUTTER PER CITY STD. DWG. N0. 1000. 1965-6;5 , LF 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT (909) 350-6632 (714) 666-5500 " 1 - THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES- AN STRUCTURES @-CONSTRUCT4 PCC SIDEWALK- PER. CITY STD. DWG. NO. 1006, WIDTH = 5 4,220 SF WHERE OTHERWISE NOTED. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. S0. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT " THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, 1981 W. LUGONIA AVENUE(800)422-4133Q-CONSTRUCT 4 PCC SIDEWALK PER CITY STD. DWG. N0. 100, WIDTH PER PLAN 925 SF 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE - SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE REDLANDS CA 92374 (6 )-CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY STD DWG NO 1002 I, s4o sr - ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE .RESPONSIBLE Q (909) 335-7547 COMCAST (CABLE 1V ) TO THE PLAN GRADES. THE CONTRACTOR SHALL BE.RESPONSIBLE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER 427-2200 1205 DUPONT A, VE. 7O -CONSTRUCT ACCESS RAMP PER APWA APWA 111-3 CASE 'D' TYPE 2 2 EA EMERGENCIES: (BOO)- FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. ONTARIOCA 9 VE. CONTROL STAKING DURING CONSTRUCTION.1761 @)-SLURRY .FILL EXISTING WATERLINES WITHIN ROAD R/W TO THE SATISFACTION OF THE CITY ENGINEER 010 LF CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED SO. CALIF. EDISON COMPANY (909) 390-4738 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME 300 N. PEPPER AVENUE 9Q -GRIND AND OVERLAY PER DETAIL ON -SHEET 4 t j(65? SF SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE RIALTO, CA 92376 VERIZON • MONUMENT TIES OR BENCHMARKS WITHOUT PRIOR NOTIFICATION TO - _(909)820-5598 -UNDERGROUND 10 INSTALL STREET LIGHT 9,500 LUMEN PER CITY STD DWG N0. 404. b gY csct��gs) - 4 EA THE CITY ENGINEER. OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF ALL PERSONS AND1400 E. PHILIPS BLVD. PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND 909 875-5100 - TRANSMISSION ONTARIO, CA 91766 &-CONSTRUCT UNDER SIDEWALK DRAIN PER CITY STD. DWG. NO. 3001 < = 60' 1 EA NOT BE LIMITED TO NORMAL WORKING HOURS CONSTRUCTION CONTRACTOR FURTHER 213 637_ 1233 _ PIPELINES(800)422-4133 12 CONSTRUCT -3" A.C. PAVEMENT MIN OVER 12" MIN OF 95% COMPACTED NATIVE FOR GATE ACCESS ROAD 310 SF 17. REMOVAL AND REPLACEMENT OF -EXISTING SURVEY CONTROL INCLUDING AGREES - TO DEFEND, INDEMNIFY AND HOLD - DESIGN PROFESSIONAL HARMLESS - FROM ANY 909 357-6505 DISTRIBUTION (MIN) SURVEY MONUMENTS, MONUMENT TIES AND BENCHMARKS, SHALL BE DONE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 800 422-4133 FONTANA WATER COMPANY BY A REGISTERED CIVIL ENGINEER OR LICENSE( LAND SURVEYOR. WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE A1TN: MICHAEL J. McGRAW ©13 TREAT WITH ,�13,400 SF SURVEY MONUMENTS THAT WILL BE DESTROYED ASA A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL OF THE DESIGN PROFESSIONAL. - ADELPHIA 8440 NUEVO AVENUE 1500 S. AUTO CENTER DRIVE FONTANA CA 92235 NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO UNAUTHORIZED C�IAiVGES AND USES: ONTARIO, - CA -91761 (909) 822-2201 REMOVAL NOTES THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 0 THE ENGINEER PREPARING THESE PLANS WILL NOT BE- RESPONSIBLE FOR OR LIABLE (714) 666-5500 FAX: (909) 823-5046 MISCELLANEOUS REMOVAL 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE REMOVE CURB AND GUTTER 725 LF AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR REMOVE AC. PAVEMENT 12,025 SF RESIDENTS AND EMERGENCY VEHICLES. RELOCATE TRAFFIC BARRICADE 1 EA 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE BASIS Of BEARINGS: MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT BEARINGS ARE BASED ON THE CENTERLINE OF SIERRA AVENUE AS SHOWN(��-PROTECT IN PLACE ALL TIMES. ON TRACT 16572, MAP BOOK 304, PAGES 38-44, BEING : N00'01'08"W a REV. REVISION DESCRIPTION -DATE ENGR. CITY. DATE SHOULD CONSTRUCTION Of REQUIRED ORIGINAL- BENCHMARK Prepared By: CITY OF FONTANA CALIFORNIA REQU PREPARED FOR: CITY OF FONTANA BM -361 R.R. SPIKE IN PP NO. QRoF Ess i oN IMPROVEMENTS NOT COMMENCE WITHIN 1536697E AT THE SW CORNER OF BASELINE AVENUE ALLARD ENGINEERING o �. .�� _ _ _ - _ q� AUTO CENTER DRIVE TWO YEARS OF THE DATE Of APPROVAL CITY- OF FONTANA AND SULTANA AVENUE. ELEVATION: 1365.01, SINCE Civil Engineering - Land Surveying - Land Planning AM AMMMAM SHOWN HEREON AND CARRIED FORTH IN A 8353 SIERRA AVENUE DESTROYED 8253 Sierra Avenue 4Q' 9�o DRAWN BY: SCALE: Fontana, California 92335 0 No. 36052 m BKA STREET IMPROVEMENT PLAN AS NOTED DIAL TWO WORK TNG DIU( 1T MANNER, THE CITY ENGINEER MAY FONTANA, CA 92335 SITE BENCHMARK - w DESIGNED BY: DATE: BEFORE DAYS BEFORE REQUIRE REVISIONS TO THE PLANS TO (909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM.-2" I.P. (909) 356-1815 Fax (909) 356-1795 � Exp. 6/30/12 � BKA � SEPTEMBER 2010 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909 350-6618 WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -Z�i -(� s� ��' . ( ) y c I v i � � CHECKED BY: AP�R� ED Y• DRAWING NO.. TOLL FREE 1-800-227-2600 1 A I I CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. A and J. d A.C.E. 39052 Date OF CAL�F�� RJA TE: �d - e �� 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0 � M ELEVATION 13951.16 (expires 6/30/2012) CITY ENGINE R.C.E. 51152 4868 5 Filename: I:\ 14929 Loop Road\DWG's\Final Design\Street Plans\Sheet 1.dwg