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Home My WebLink About2840-1CITY OF FONTANA GENERAL NOTES FOR STREET IMPROVEMENT 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 LATEST EDITION). 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. CALL (909) 350-7610 3. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANTS OR WATER MAIN VALVES. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATIONS 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. THE CONTRACTOR SHALL INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 8. THE LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTIONS TO AVOID DAMAGE THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR UTILITY LOCATION BEFORE EXCAVATION AT 800-227-2600 9. ALL MANHOLES, CLEANOUT FRAMES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISHED GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 10. ALL VALVE BOXES AND COVERS SHALL BE CONSTRUCTED SIX INCHES BELOW FINISH GRADE AND SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA UNDERGROUND UTILITY LOCATION STANDARD DETAIL NO. 129. NAT CONSTRUCTION 12. THE CONTRACTOR(S) SHALL COORDINATE CO S UCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRICAL, LIGHTING, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, AND FLOOD CONTROL. 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 14. 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. 15. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL ASPHALT PAVEMENT PRIOR TO PLACING ASPHALT. 16. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 18. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S INSPECTOR. 19. THE CONTRACTOR SHALL NOT CAUSE ANY MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR ADJACENT PROPERTY DURING CONSTRUCTION. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED MEANS. 20. THE SOILS ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION AT INTERVALS REQUIRED BY THE INSPECTOR. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 21. ALL MATERIALS AND METHODS ARE SUBJECT THE THE APPROVAL OF THE CITY ENGINEER. 22. ADEQUATE 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 CONTROL STAKING DURING CONSTRUCTION. 23. 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 GUNITE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTION SHALL BE RECOMMENDED BY A GEOTECHNICAL ENGINEERING REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. 25. PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE MEANS OF DUST CONTROL, WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE WATERING, DURING EXCAVATION AND GRADING. 27. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UNDERGROUND FACILITIES WHETHER SHOWN ON THESE PLANS OR NOT. 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL AGENCIES CONCERNED WITH THE RELOCATION OF FACILITIES LOCATED WITHIN THE AREA TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION PRIOR TO COMMENCING CONSTRUCTION. 29. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 30. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION WITHOUT PRIOR NOTIFICATION TO THE CIVIL ENGINEER. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS, WHICH WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF SAID MONUMENTS BY SAID REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. TOLL FREE `4�1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE AGENCY OR THE ENGINEER. 2. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. UNDERGROUND UTILITIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE 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 ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND IS RESPONSIBLE FOR ANY DAMAGE TO THESE LINES OR STRUCTURES. CITY OF FONTANA STREET IMPROVEMENT PLANS FOR BASE LINE AVENUE PROPOSED HOTEI 1 ? `'fir-// / i i 1 1 4 `e -- - -- -- -- -- -- -- - - - � _��2 s' ,. `�u u ... f --- zea - - BASE LINE AVENUE -------------------- 7400 0 6700 ....': �_---t1i0a_ ,2+00 13.00 , 00 15+00 4.4 ,6+00 ---------- C ----------------------------------------------------- CONSTRUCTION NOTES & QUANTITIES: ITEM DESCRIPTION 1 CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL. 2 NOT IN USE 3 CONST. 8" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 1003. 4 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 1006. 5 CONST. CROSS GUTTER WITH #4 BAR 0 12" O.C. BOTH WAYS IN GUTTER PORTION. (SIZE PER PLAN) 6 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 7 REMOVE EXISTING 8" CURB & GUTTER. 8 REMOVE EXISTING CONC. SIDEWALK. 9 NOT IN USE 10 RELOCATE EXISTING WATER METER. 11 NOT IN USE 12 CONST. TRANSITION, CURB ONLY FROM 8" C.F. TO 6" C.F. 13 NOT IN USE 14 NOT IN USE 15 NOT IN USE 16 EXISTING SIGN TO BE REMOVED. 17 NOT IN USE 18 CONST. 4" THICK P.C.C. SIDEWALK. 19 RELOCATE EXISTING. PALM TREES PER LANDSCAPE ARCHITECT'S PLANS. 20 EXISTING ELECTRICAL PULL BOX TO BE RELOCATED. 21 EXISTING DETECTOR CHECK TO BE RELOCATED. 22 INSTALL 22,000 LUMEN COBRAHEAD CUT-OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" STANDARD. MOUNTING HEIGHT SHALL BE 25'. TRACT 1-50-110-1 - ,_.. 172 LTL - - - - l � 4 I I -t i i PROPOSED COMMEJ CIAI TRACT 1-5057J1 SITr UTILITY PURVEYORS: ELECTRIC TELEPHONE SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL 300 N. PEPPER AVE. 4025 LA PALMA AVE. RIALTO, CA. 92376 ANAHEIM, CA. 92807 UNDERGROUND: (909) 357-6233 (714) 237-6146 TRANSMISSIONS: (909) 875-5100 � PIPELINES: (213) 657-1233 ATTN: DELIA LERMA DISTRIBUTION: (909) 357-6233 SF W SEWER GAS XX'X 1,075 CITY OF FONTANA SOUTHERN CALIFORNIA GAS CO. 8353 SIERRA AVE. 1981 LUGONIA AVE. FONTANA, CA. 92335 REDLANDS, CA 92374 (909) 350-6632 (909) 335-7744 ATTN: CARLOS NAVARRO EMERGENCIES: (800) 427-2200 B.C. 220 CABLE CO. E.C. COMCAST CABLE WATER 1205 DUPONT AVE. CUCAMONGA COUNTY WATER DISTRICT ONTARIO, CA. 91761 9641 SAN BERNARDINO ROAD (909) 390-4738 RANCHO CUCAMONGA, CA. 91730 B.V.C. (909) 483-7440 EA REV. REVISION DESCRIPTION 9ecardl praw Ihl R/W INDEX MAP SCALE: 1"=80' 9' 1 9' EXIST. MEDIAN _ _.�_ Z EXIST. CURB-\ CURB � &GUTTER VARIES _ _ -4 �. _ _ VA -RIES EXISTING A.C. EXISTING A.C. PAVEMENT PAVEMENT EXISTING SECTION ASE LINE AVENUE N.T.S. �- BASIS OF BEARINGS BENCH MARK: THE BEARING SHOWN HEREON ARE BASED ON THE NORTHWESTERLY TOP REINFORCING ROD IN FLOOD LINE OF PARCEL 1 BEING N43.32'00"E CONTROL RETAINING WALL SW COR. PER PARCEL MAP NO. 10520 FILED BANANA & FOOTHILL IN BOOK 121 PAGES 11 THROUGH 14, #67-5 INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO ELEV. 1214.17 9/67 COUNTY. DATE ENGR. CITY DATE ' 2 •� SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. R/W L Ne �- 777EREMOVAL 1-0CMlO OF EXISTING PALM TREES "SOF' C�,t1 `` RIGHT OF WAY, CONTACT SCOTT BANGLE IC SERVICES 0 (909) 350-6766 14 DAYS PRIOR TO REMOVAL. QROFESS- ❑� Inc. p, B o�9Fy� ❑❑A Civil Engineering - Planning Surveying - Public Works Cl) Qr c� No. 24573 Z 1152 N. Mountain Ave. Ste. 100 Upland, CA 91786- (909) 982-7777 y� Exp. 12/31/01 * PREPARED \ UNDER THE SUPERVISION OF: sgTF CIVIL E��\P ,wl x -7-1 p F CA1.� RICHARD L. BOWMAN R.C.E. 24573 DATE: DRAWN BY- RLM DESIGNED BY- RLM CHECKED BY: RLB HIGHLAND I AVENUE RANCHO CUCAMONGA QUANTITY UNIT 3,630 SF H.P. HIGH POINT T.C. 440 LF F.S. 4 EA F.L. � 3 1,075 SF W 660 LF XX'X 1,075 SF DATE: EXISTING SPOT ELEVATION 3/20/00 G.B. 6 � S. PACIFIC RAILROAD 1 RANCHO CUCAMONGA QUANTITY UNIT 3,630 SF H.P. HIGH POINT T.C. 440 LF F.S. 4 EA F.L. 2 EA 1,075 SF ---- 660 LF XX'X 1,075 SF DATE: EXISTING SPOT ELEVATION 3/20/00 G.B. 6 EA O.C. ON CURB 1 B.C. 220 LF E.C. END OF CURVE P.R.C. POINT OF REVERSE CURVE P.C.C. POINT OF COMPOUND CURVE M B.V.C. 3 EA E.V.C. END OF VERTICAL CURVE M.V.C. 710 SF W WATER LINE S 1 EA 1 EA 1 EA CITY OF' FONT -ANA BASE UNE AVENUE SITES `pec FOOTHILL AVENUE COUNTY OF SAN BERNARDINO VICINITY MAP N.T.S. LEGEND: H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION Z F.L. FLOW LINE ELEVATION SHEET MATCH LINE Z ---- TRACT BOUNDARY / PROPERTY LINE XX'X DIRECTION OF FLOW �z DATE: EXISTING SPOT ELEVATION 3/20/00 G.B. GRADE BREAK O.C. ON CURB 1 B.C. BEGIN CURVE d E.C. END OF CURVE P.R.C. POINT OF REVERSE CURVE P.C.C. POINT OF COMPOUND CURVE M B.V.C. BEGIN VERTICAL CURVE of E.V.C. END OF VERTICAL CURVE M.V.C. MIDDLE OF VERTICAL CURVE Ld W WATER LINE S SEWER LINE i CITY OF FONTANA, CALIFORNIA -� - - BAS KIP 0 J d J Q Z Z SCALE: AS SHOWN oLd o� Ld �z DATE: N z 3/20/00 6 DRAWING NO.: 1 2840 d 00 I -