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Home My WebLink About2684-1GENERAL 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. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 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. 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 4. CURVE DATA REFERS TO THE FACE OF CURB. 5. STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 6. ALL UNDER GROUND UTILITIES SHALL BE INSTALLED TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 7. 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 1-800-226-2700 TWO WORKING DAYS BEFORE EXCAVATION. 8. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 9. 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. 10. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 11. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY OF FONTANA STANDARD DETAILS. 12. WHEN 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. 13. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 14. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 15. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 16. 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. 17. 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. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 19. 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. 20. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 21. 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. 22. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 23. 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. 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 CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 26. 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. 27. 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. 28. 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. 29. 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 CLOSURE AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 30. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY WITHOUT PRIOR APPROVAL OF THE INSPECTOR. 31. THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB .AT THE LOCATION OF THE SEWER LATERAL. 32. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 33. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE "W.A.T.C.H. MANUAL", LATEST EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 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. 36. ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 37. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE,CITY ENGINEER. _w.�or.T'•re..aeQa THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF Itir<MMATION COMPILED AND FURNISHED BY OTHERS, 7M0 ENGINEER WILL NOT BE RESPONSIBLE. FOR ANY ERRQR8 OR OMISSIONS WHICH i AVE Mk, *.. -:. -TED WO THE DOCtilLENTS AS CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: CARLOS NAVARRO 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6632 SO. CALIFORNIA GAS COMPANY ATTN: ALAN KESELOFF 16231 VALLEY BLVD. FONTANA, CA 92335 (909) 335-7781 EMERGENCIES: (800) 427-2200 SO. CALIFORNIA EDISON COMPANY ATTN: JAIME AMESZCUA (909) 357-6581 7951 REDWOOD AVENUE FONTANA, CA 92335 (909) 820-5598 - UNDERGROUND (909) 820-5137 - TRANSMISSIONS (213) 637-1233 - PIPELINES (909) 357-6589 - DISTRIBUTION (800) 422-4133 CRAWFORD CANYON MUTUAL WATER CO. ATTN: BILL VANDRKIEFT, JR. (619) 868-6040 UNDERGROUND SERVICE ALERT (800) 226-2700 PACIFIC BELL CO., ATTN: VIRGINIA BECKER 3939 E. CORONADO STREET ANAHEIM, CA 92807 (714) 666-5467 COMCAST (CABLE TV) ATTN: JACK HAYES 1205 DUPONT AVENUE ONTARIO, CA 91761 (909) 390-4777 X 3055 * NOTE: / 1 \ CLUBHOUSE DRIVE lN►I°R01/EMENT5 LIRE EXCLUDED FROM THE C. F0. AND G1 R,E NOT f'4 RT OF THE C. f. ,0. IMPROVE - MENrs. QUANT/TOS FOR C.F. D. EXCLUDES GwCiHoUSE DRIVE GENERAL TELEPHONE COMPANY ATTN: STEVE HOCK 1400 E. PHILLIPS BLVD. ONTARIO, CA 91766 (800) 422-4133 FONTANA WATER COMPANY ATTN: AL KROHN 8440 NUEVO AVENUE FONTANA, CA 92335 (909) 822-2201 X 323 FAX: (909) 823-5046 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES 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 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY, PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. CONSTRUCTION NOTES R/W 94' R/W 1 47' G/L 47' 1 10' 37' w 37' 1 2% PROP. SIDEWALK PROP. G + G S'LY. R/W GLASS II BIKE PATH a71' 4v 2% w 30' GLASS II BIKE PATH LEVEL LINE 2Z PROP. MEDIAN CURB TYPICAL SECTION CLUBHOUSE DRIVE A NOT TO SCALE FROM STA_ 10+76.35 TO STA_ 14+87.17 100' 51 5' 2% PROP. SIDEWALK PROP. G + G /7 N'LY. R/W 16' d. 37' 37' 10' 6' 5 5 30' 5' 5' GLASS II BIKE PATH GLASS 0 BIKE PATH 0.71' LEVEL LINE_ 3=1 MAX! QUANTITIES_ TOTA L CAD. CMIN) OVER 12" COMPACTED - NATIVE MATERIAL 19,516._ SF 498 TON O2 CONSTRUCT 5 1/2' AG PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL 228,821 SF 8,897 TON CSEE GENERAL NOTE 27 + 28) 11,082 LF CONSTRUCT 4 1/2' AG PAVEMENT CSEE GENERAL NOTE 27 d- 28) CONSTRUCT 8' CURB d- GUTTER PER CITY STD. DWG. NO. 101 CONSTRUCT 8' MEDIAN CURB PER CITY STD. DWG. NO. 101 CONSTRUCT GROSS GUTTER PER .CITY STD. DWG. NO. 104. MODIFIED TO 8' WIDE CONSTRUCT RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A CONSTRUCT 4' CONCRETE SIDEWALK PER CITY STD. DWG. NO. 105A. W=PER PLAN INSTALL STREET LIGHT (SCE #20) 22.000 LUMEN H.P.S. INSTALL BARRICADE PER CITY STD. DWG. NO. 118 INSTALL STREET LIGHT (SCE #15) 1G.000 LUMEN H.P.S. CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 121. WIDTH PER PLAN CONSTRUCT G 1/2' AC PAVEMENT CMIN) OVER 12' COMPACTED NATIVE MATERIAL CSEE GENERAL NOTE 27 -4- 28) CONSTRUCT MODIFIED RAMPED CURB RETURN PER CITY STD. DWG. NO. 104A, -d- DETAIL ON SHEET 8 OF 13 CONSTRUCT ENHANCED PAVING PER DETAIL, AS NOTED SIGNING + STRIPING NOTES: 21 24 25 q§ 27 28 31 APPLY 4' SOLID YELLOW STRIPE APPLY 4' DASHED YELLOW STRIPE ( p ff 7'A 1 L 2) APPLY 12' SOLID WHITE STOP BAR APPLY 4' SOLID WHITE STRIPE APPLY 4' DASHED WHITE STRIPE (DETAIL 9 ) APPLY DIRECTION ARROWS d- PAVEMENT MARKINGS AS SHOWN • ON PLAN INSTALL SIGN ON STREET LIGHT POLE AS NOTED ON PLAN INSTALL SIGN ON POST AS NOTED ON PLAN APPLY 8' SOLID WHITE STRIPE (d ET4tb, 38) APPLY 6' WIDE SOLID WHITE STRIPE APPLY 4' WIDE YELLOW DOUBLE STRIPE (DETAIL 89) APPLY 6' DASHED WHITE STRIPE._ (DETAIL 39t1 ) APPLY 8' DASHED WHITE STRIPE (DETAIL 37 !i) HANDICAP !RAMPS PART OF SIDEIAI4.LK e CURB CONSTRUCTION COST5. Underground Service Alert CALL 1� TOLL FREE 1-800 i1 422-4133 GI ; ca 3 Nc. 62183 von tea\\\, *' Exp. j - 30-D. 14,197 LF 3,820 LF 14,242 SF 34 EA 103,815 SF 7 EA 264 LF 35 EA 12 EA 98,620 SF' 2 EA. 845. LF ll 13,522_SF 28 EA 86,062 SF 224 LF 7 EA 11.,580 SF . 5,260 SF 1,760 LF 2,530 ' LF 2% 27 PROP. SIDEWALK PROP. G + G S'LY. R/W PROP. MEDIAN CURB TYPICAL SECTION CLUBHOUSE DRIVE f NOT TO SCALE FROM STA_ 14+87.17 TO STA_ 19+16.75 106' or 118' PROP. SIDEWALK PROP. G + G N'LY. R/W cI. 37' * SEE NOTE r3ELo W. R/W L PROP C_ G - J°ROP. 5IQEWALK PROP. Hr. PT4IN!Nq WALL MEDIAN PES SEARATE-pL 9 CURB TYPICAL SECTION CLUBHOUSE DRIVE NOT TO SCALE FROM STA_ 20+30.96 TO STA_ 26+21.11 C/L 102' w z a a m 0 SUMMIT MUIRFIELD LANE CURTIS AVENUE 24' TO 36' HT. RET. WALL PER SEPARATE PLANS PROP. SIDEWALK PROP. G+G R/W 51' 51' 1 17' 34' 34' 17' 3:1 MNC. 1,760 LF 2,530 LF 555 LF 85 L9 \ 360 LF IIOLF S'LY. 2,670 LF . 380 LF . R/W 2% 51 EA 43 EA 24 ,EA 82 EA 2EA 810 LF . 385 LF 3,040 L F .80 LF 230 LF 50 LF (1' 500 LF 25 LF 30' 5' CLASS II BIKE PATH 2% CLASS 0 BIKE PATH LEVEL LINE PROP. _PRO P. - C G ` MED AN PROP. SIrEWAI-K CURB TYPICAL SECTION 2% PINEHURST LANE & TURNBERRY WAY NOT TO SCALE 79' N'LY. R/W 37' C/L 42' 22' 22' 20' 2Z LEVEL LINE 2% 0.12 2� NE or 5' 10' 5' 2i 27 384 LF PROP. SIDEWALK MON G + G TYPICAL SECTION AUGUSTA DRIVE NOT TO SCALE PROP. G+G 3=1 MAX PROP. CL 1 BIKE PATH 0 HIGHLAND INDEX MAP AVENUE SCALE IN FEET 800 1600 2400 DRAWING WINDFLOWER AVENUE LA SIERRA DRIVE SI -UT NO"S TITLE SHEET 1 IMPROVEMENT PLANS 2-9 STRIPING PLANS 10-13 3200 '1 i FUTURE / z INTERCHANGE a wo cn a 0 z HIGH! AND 0 O✓ LYTLE CREEK SUMMIT AVFNUF BASELINE AVENUE DUNCAN CYN. RD. w z W a AV NUE w z w a Ix w 1I/ w z w a 1- N 0 J VICINITY MAP NOT TO SCALE PLANS PREPARED FOR LEWIS HOMES OF CALIFORNIA ATTN: MR. GERRY BRYAN 1156 N. MOUNTAIN AVENUE P.O. BOX 670 UPLAND, CA 91786 PHONE: (909) 985-0971 ECORO DRA dad. Adj.sT LIGN.T To M.244-37.5'2 Q Ws steer agj9y Appemswpacutgwousi5 DR/VE� {ffs S//jx. !/X /.3 ARO R&M/SE QUANT/T/SS // N• 7/1//Oa ! WS8- sIDEW4L/ ANDS eprScnl YAlW cW --Vs11-5: a .3,;AcpE17670 ALK 014f 'S47 6 . .Co:NST. QUANTITIES_ gNoTEO CLUBHOU5E v RI E -E , -L- e o " O 9YEM EN T3 REVISIONS I, 04, L %ENGR'S APPROVAL ¢-13-00 672/0 DATE CITY APPROVAL BENCH MARK: # 615 RAILROAD SPIKE AT INTERSECTION OF CITRUS AVE. AND. LOS CEDROS AVE.. IN POWER POLE NO. 9011E ON THE EAST SIDE OF CITRUS AVE. ELEVATION: 1467.59 BASIS OF BEARINGS: THE BEARING OF N89°30'06"E ALONG THE NO. LINE OF SEC. 30, T.1N., R.5W., S.B.M. PER R.S. 58/5, WAS USED AS THE BASIS OF BEARINGS FOR THIS PLAN. CITY OF FONTANA, CALIFORNIA VI-c(c1 PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. VtAler5 OF THE INLAND EMPIRE (.00:1410601 CHURCH STREET STE. 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 G•3 -a1 DATE . MADOLE R.C.E.14814 DATE W CC AFESSI� ZLTON No. 14814 m Exp: 3-31-01 CIVIC OF CM- D DRAWN BY: M.N.S. DESIGNED: M.N.S. CHECKED: TRACT MAP NO. 15908 PHASE 1 STREET IMPROVEMENT PLANS TITLE SHEET SCALE: AS SHOWN DATE: JOB NO. 826-1163 DWG. N0. APPROVED • Gcu.- /v - 99 2G84 ,mss CITY ENGINEER R.C.E. 25126 TITLE SHEET FOR PHASE 1 - 5 [0, 231] PF: 1154 5950 07 -May -99 10: 15 AM SHEET NO 1 °F13 826-1154-1 DWG. DATE: