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Home My WebLink About3087-1U 3 CS C n C a i c `c a COAL NOTES-STFEET WROVEIuENT PLANS 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 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 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 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 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. 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-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. • to • • • :•11 off 1WO WORKING DAYS BEFORE YOU DIG 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 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. 35. CONTRACTOR 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. CRY OF FONTANA, UTLM NOTSCATION LIST CITY OF FONTANA PACIFIC BELL CO. ATTN.: CARLOS NAVARRO ATTN.: VIRGINIA BECKER 8353 SIERRA AVENUE 3939 E. CORONADO STREET FONTANA, CA. 92335 ANAHEIM, CA. 92807 (909) 350-6632 (714) 666-5467 SO. CALIF. GAS COMPANY UNDERGROUND SERVICE ALERT ATTN.: DENNIS FREEMAN (800) 227-2600 1981 W. LUGONIA AVENUE S REDLANDS, CA. 92374 COMCAST (CABLE N) AC PAVEMENT REMOVAL ATTN.:JACK EMERGENCIES: NCIES: (800) 427-2200 1205335-7547 DUPONTAYES AVE. PUBLIC UTILITY EASEMENT ONTARIO, CA. 91761 SO. CALIF. EDISON COMPANY (909) 390-4738 300 N. PEPPER AVENUE FS RIALTO, CA. 92376 GENERAL TELEPHONE COMPANY 909820-5598 - UNDERGROUND ATTN.: STEVE HOCK 909 875-5100 - TRANSMISSION 1400 E. PHILIPS BLVD. 213 637-1233 - PIPELINES ONTARIO, CA. 91766 909 357-6223 - DISTRIBUTION (800) 422-4133 800 422-4133 FONTANA WATER COMPANY ATTN.: MICHAEL J. McGRAW 8440 NUEVO AVENUE FONTANA CA. 92235 (909) 822-2201 FAX: (909) 823-5046 R/W R/W TYPICAL SECTION DEER DRVE FROM 23+39.56 TO ChEFW AVENUE TJ. -5.5 N.T.S. R/W 5' PUE 33' i 1' 5.5' 26' 66' CoEPTY (ff7(GNPTANA STR I IMPROVI H HT IANS R/W 5t- 33' PUE i i 26' 5.5' it i RECOID DOC i i i FOR PAWD. M -IT OF WAY Sheet 4 Ak. FIRE HYDRANT 117 STREET LIGHT EA EACH SF SQUARE FEET LF LINEAL FEET - - - CENTER LINE -SD- STORM DRAIN W WATER MAIN S SEWER MAIN ® AC PAVEMENT REMOVAL R/W RIGHT OF WAY PUE PUBLIC UTILITY EASEMENT GB GRADE BREAK TC TOP OF CURB FS FINISHED SURFACE FG FINISHED GRADE INV INVERT LOC LENGTH ON CURVE CB CATCH BASIN R/W SCHOOL SITE INDEX MAP SCALE: 1 "=100' / HP HIGH POINT ELEVATION OA CURVE DATA REFERENCE LETTER 10 CONSTRUCTION NOTE REFERENCE NUMBER LP LOW POINT ( ) EXISTING ELEVATION/EXISTING GRADE TAN TANGENT GRADE PI POINT OF INTERSECTION PRC POINT OF REVERSE CURVATURE MOC MIDDLE OF CURVE BCR BEGIN CURVE RETURN ECR END CURVE RETURN BC BEGIN CURVE EC END CURVE BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE MOVC MIDDLE OF VERTICAL CURVE PCVC POINT OF COMPOUND VERTICAL CURVATURE PRVC POINT OF REVERSE VERTICAL CURVATURE R/W 50' 5' 1 ONC, PUE 0 I� •ssional has not• __ _ •- f this information and shal - - -M . 4,t be responsible for any errorsor omissions TYMAL SECTION whic may be incorporated herein as a result i WFFEL LAW --• • •• TO ' IISECTION T1-6.5 DRVE STA. 13+051 TO 24+40±, CARMU LAW ELK COUK, N.T.S. TFIALHAWK AVENUE AND FOX HU1WT PLACE Project Lc 1a- CONSTRUCT 4" AC PAVEMENT (Min) OVER 12" OF 95% COMPACTED NATIVE (SEE GENERAL NOTES 31 & 32) 2a-- CONSTRUCT 6" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 1003 3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8' 4 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. 102, W=16' UNLESS NOTED OTHERWISE 5�- CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015 ,W=5' 6�- CONSTRUCT CURB RETURN ACCESS RAMP PER CITY STD. DWG. NO. 1006 7a -ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. 109 O8 --- INSTALL STOP SIGN PER CITY STD. DWG. NO. 139 9O- INSTALL STREET SIGN PER CITY STD. DWG. NO. 139 10 INSTALL STREET LIGHT PER CITY OF FONTANA DWG. NO. 3089 LT (TO BE INSTALLED BY TR. 16166 & TR. 16166-1) 11 SAW -CUT EXISTING A.C. TO A CLEAN STRAIGHT LINE 12 REMOVE EXISTING A.C. PAVEMENT (SEE DETAIL ON SHEET NO. 3) 13 NOT USED 14 NOT USED 15 NOT USED 16 NOT USED 17 REMOVE EXISTING CURB AND GUTTER (SEE DETAIL ON SHEET NO. 3) 18 NOT USED 19 SAW- C,U7 7AN,0 �i'E�OIiE`E•Y/.�T=��Elti.4�K 20 CONSTRUCT PCC CURB AND GUTTER 8" CF TO 6" CF PER CITY STD. DWG. NO. 101 21 CONSTRUCTFU[[ YE/ 32)' ESTIMATE OQ COMPACTED NATIVE (SEE GENERAL NOTES_ 31 & 32) .. VICINITY MAP NOT TO SCALE W 7 ESTIMATE OF QUANTITIES TR. 16166-11 TR. 16166 1 TOTAL 36,340 SF 2,003 LF 2,275 SF 3,284 SF 7,460 SF 6 EA 5 EA 3 EA 3 EA 6 EA 112 LF 320 SF 0 EA 0 LF 0 LF 0 LF 112 LF 0 LS 702 SF 94 LF 118 SF 57,668 SF 2,748 LF 2,771 SF 4,926 SF 8,140 SF 6 EA 7 EA 3 EA 3 EA 9 EA 117 LF 318 SF 0 EA 0 LF 0 LF-_!* s E 1.17 LF 0 LS 672 SF - 114 LF 112 SF 94,238 SF 4,751 LF 5,046 SF 8,210 SF 15,600 SF 12 EA 12 EA 6 EA 6 EA 15 EA 230 LF 638 SF 0 EA 0 LF 0 -LF 0 LF - 23Q LF . n . LS 1,374 SF 208 LF 230 SF PLANS PREPARED FOR: REVISIONS Engineer City BENCHMARK Prepared By: ROFESS/0 CITY OF FONTANA, CALIFORNIA OWNER/DEVELOPER/APPLICANT No. Approval Date: Approval Date: Q N-9 QFALLARD ENGINEERING ��oN� �<< <�, STREET IMPROVEMENT PLANS SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS � � APPROVALNOT COMMENCE S OWN WITHIN EREON AND CARRIED FORTH INA BCA DEVELOPMENT FWE 43 - R.R. SPIKE IN E.P. BY Q Civil Engineering -Land Surveying -Land Planning N �Q , 9�o Z Drawn By: TRACT NO. 16166 Scale: DILIGENT MANNER THE CITY ENGINEER MAY REQUIRE ATTN: BEN ANDERSON PP#�1536663E SLY SIDE OF BASELINE 8253 Sierra Avenue No. 36052 m DEA/WF TRACT .16166 1 AS NOTED REVISIONS TO THE PLANS TO BRING THEM INTO 220'± ELY OF CHERRY AVE. Fontana, California 92335 CONFORMANCE WITH CONDITIONS AND STANDARDS 4901 BIRCH STREET (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/2004 Designed By: Date: IN EFFECT. SiJTI'E "C" n Sj �� JF/SF 4 - T E T APRIL 2002 NEWPORT BEACH, CA 92660 ILgn�k,.�Q -Q. �( �-fL•�z- 9�F CIVIL Checked Dw No. (949) 450-9911 -FAX (949) 450-9922 I OU L, ELEVATION: 1313.04 A ymond J. Allard, A.C.E. 36052 Date OF CAt-\, Approve . i� OZ 3087 ' (expires 6/30/2004 RIS1 DH CITY ENGINEER R.C.E. 51152 5 rile: L:\UWU\»4UZ\z�treets\ioioo\z)nt-i.uwu