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HomeMy WebLinkAbout5379-1 ARROW BLVD CI TY OF FON TAN A LLJ BARSTOW VALENCIA AVE Q Q o- Q lir Ld o( R VPHOV V \ RHO C Li, ORANGE WAYD LJ D rn IV OC BURLINGTON NORTHERN SANTA FE 1 6 4 0 . C R S A V \ CERES AVE CERES AVE i V i5,SITE 2. FONTANA __ MERRILL AVE Q LdQ COVINA ® 4r SAN BERNARDINO LTJ 6-; 10 0' 0 W (n €? _,z-. C> _. ...._._ .____----- .....-.._.._... ._..._ ..._ - W OD Z r- L_ in �P Q d LOS > �e ANGELES 10 Q �� .... - .. .... ....._ ::::- ...._ ___= _. ____ .-_ ..._.,. 91' th TO RIVERSIDE PA SPRINGS (Y t\ ANAHEIM L� N LOCATION MAP I n N.T.S. Ll l r;, _I 06 ` " CONSTRUCTION NOTES QUANTITY t J N O CERES' VL O1 CONSTRUCT MODIFIED 8"x18" PARKWAY DRAIN PER CITY OF FONTANA STD. 3000. 1 EA 5 t, (MODIFIED 90' ANGLE AND 6" TO 8" TRANSITION) \ I O2 CONSTRUCT 6" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1000. 22 LF 0 © + l I I 17+50 16+00 az 16+50 �n gl x 17+00 x x W �' I EX 8" SEWER MAIN ' MAIN FO W W �`' O CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY OF FONTANA STD. 1002. 239 SF > > PROPOSED SEWER . .30 � z z z A ® ESCONDIDO Q z PER SEWER PLAN o o coo '- o ''' _ ><V O4 REMOVE EXISTING DRIVEWAY AND CONSTRUCT PARKWAY TO MATCH EXISTING 92 SF CL a PROPOSED SEWER LATERAL % ci �= -' r _' ' CI (n -) PER SEWER PLAN STA 1 6+42.90 + o r '> r `O �3 . : a W ='I N SAWCUT & JOIN EX °I u_ + X) 0:, 0 a:: + + 03. O CONSTRUCT 5.5" MIN AC PAVEMENT OVER 12" OF 95% COMPACTED 153 SF W TM o CD `V r` < NATIVE SUBGRADE PER CITY STD 400 J W c,. STA 16+36.73 ' o v I CL OF PARKWAY DRAIN ' h Q J /6, a .: ,... Q ' --j< 0 0 Z. INV1237.33 �. v 35' �, Q .: N i,.., 1- 1 0 - ,,,__ 0 0 FL1237.29 __ __ 00 _ __ 4 SAN DIEGO 4,,,,,:-:__--- r _::: 5 EX LANDSCAPE EX DWY / (3) 1 In cfl 1,1 EX LANDSCAPE , :I N EX SIDEWALK ! O1 - I •WCUT In SAWCUT �n EX SIDEWALK VICINITY MAP _ . _ _ N.T.S. __t_. _ _. ARIGHT OF WAY LINE f ffi c3 rd 16 ,585 in I PROPERTY LINE 16 / 0J PROPERTY LINE n 1 5 A9 \ : 0191 - 221 - 1 2 AP \ : 0191 - 221 - 1 3 AP \ : 0191 - 221 - 14 rg GE\ EAE \ OTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, PLAN 64' CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND - CONSTRUCTION (" GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE SCALE: 1" = 10' k EDITION UNLESS OTHERWISE NOTED. REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THE 5 0 10 20 Ncc32 __ _ 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXISTS IN THE CONTRACT DOCUMENTS THAT CAN NOT BE TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. I ' ' ' ' I ' 1 ' 1 ' 32' RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEK BOOK", THE CONTRACTOR SHALL 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A J _ 12' 20' 20' 12' IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS (n -- - - - ZAND EMERGENCY VEHICLES. 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. CONSTRUCTION PERMITS SHALL NOT BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING 0.5y 5' 6.5' 6.5' S' 0.5' DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION ADEQUATE WATERING, AT ALL TIMES. 2 - I 20. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PROPOSED _29_ 21 MILES PER HOUR. 2q, 2� - PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 21. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIALS, MUD, SILT OR DEBRIS TO BE FUTURE GRADE - - --y 2.0% 2.09 - 5. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES 21• 6" C.F. __ 6" C.F. 2 7 DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON-METRIC EDITION DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION Li - _ �J7 UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. WITHOUT PRIOR WRITTEN APPROVAL. EX SIDEWALK 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR 22. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PROR APPROVAL PF THE CITY INSPECTOR. OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 23. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE �EX LANDSCAPE 7. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OF TRENCH WORK FOR TRENCHES REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED EX SIDEWALKDENSITY IS OBTAINED. 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. EX A.C. PAVEMENT THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE 24. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET BENCHMARK: 8. EX LANDSCAPE EX CURB & GUTTER NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. GUARDED BY SHORING , SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE 25. THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME FD 1 "IP&TAG LD 6810 AT CENTERLINE INTERSECTION OF CERES EX CURB & GUTTER REQUIREMENTS OF THE DIVISION OF THE INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. / THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 26. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING AVE AND OLEANDER AVE 9. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A CONCRETE. SEPARATE PERMIT FOR THAT PURPOSE. >, ELEVATION: 1235.90' TYPICAL SECTION 10. THE LOCATIONS OF THE UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, 27• THE SEWER CONTRACTOR SHALL STAMP AN S IN THE FACE OF THE CURB AT THE LOCATION OF THE HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE SEWER LATERAL. 64' R/W (CERES AVENUE) LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO N8 PECOTED NAND CRETE SHALL ED E PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, AVOID DAMAGE THERETO. THE CONTRACT-OR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF 1-800-422-4133 TWO WORKING DAYS BEFORE EXCAVATION. STREETS. T. = 7 , 0 - 9 , 0 11. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. NOT TO SCALE LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, 31. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 32. ACTUAL THICKNESS OF A.A. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET 12. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 13. CURVE DATA REFERS TO THE FACE OF CURB. 33. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE 14. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE 34. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 35. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENT, MONUMENT TIES OR BENCH MARKS BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ENGINEER. LEGEND WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 336.6A AS PROVIDEL UILTD REWORD DRAWINGS TO INGS SHALL BE OVIIDEDITY ENE CONTRACTOR TO THE ENGINEER OF RECORD, WHO --- --- TRACT BNDY./RIGHT-OF-WAY CLE JOB NO. 13-023-089 PROPOSED 8" SEWER MAIN STA STATION - - INV INVERT ELEVATION p SHOULD CONSTRUCTION OF THE REQUIRED q��� CAL LAND ENGINEERING, INC. CITY OF EO \TA\A, CALI EO \ IA EX. EXISTING OPROFESS� "� 576 TC TOP OF CURB D 0 t IMPROVEMENTS NOT COMMENCE WITHIN TWO «, 4. c-s��� F BREAE CA OBER ROAD, STREET IMPROVEME\T PLA\ FL FLOW LINE Vk- ,%, YEARS OF THE DATE OF APPROVAL SHOWN HEREON 40870 PH:714-671 -1050 FAX:714-671-1090 DRAWN BY: SCALE: AND CARRIED FORTH IN A DILIGENT MANNER, THEExp.3-31-17 RR As Noted DWY DRIVEWAY DIAL ( \ 'TWO WORKING Prepared Under The Supervision Of DESIGNED BY: 16403 C E ES AVE\ U E DATE: CL CENTERLINE BEFORE 1► /DAYS BEFORE �� / YOU DIG CITY ENGINEER MAY REQUIRE REVISIONS TO THE CIVIL JL / 8-10-15 YOU DIG sT ,,.P .� ` � ,� TOLL FREE 1 -800-422-4133 PLANS TO BRING THEM INTO CONFORMANCE WITH 9TF� CAL\�p� Date: CHECKED BY: APPR ED � • 0111F DRAWING NO.: 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. ./!�I DATE:q�' d' 5379 REVISION DESCRIPTION JACK LEE R.C.E. 40870 CI G -ICARDO SANDOVAL R.C.E. 51152