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Home My WebLink About4822-1GENERAL 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 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 DEVICES 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 OT RWIS 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, 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. 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. 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. ENGINEER'S NOTES CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE 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 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 ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. BENCHMARK #288 RAILROAD SPIKE IN P.P. NO. 71883 AT THE N.E. CORNER OF POPLAR AVENUE AND SANTA ANA AVENUE. ELEV. 1019.83 BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS THE CENTERLINE OF SANTA ANA AVENUE TAKEN AS N 89"45913"E PER PM 62/31-32. 'L AlAALl STREET OWNER/APPLICANT CSA REAL ESTATE PARTNERSHIP, L.P. 1 VALLEYBROOK DRIVE, SUITE 305 TORONTO, ONTARIO, CANADA M38 257 SITE ADDRESS 10847 POPLAR AVENUE FONTANA, CA 92337 SITE AREA 4.02 AC GROSS (1759320 SF) 3.04 NET (132,340 SF) TOPOGRAPHIC SOURCE SURVEY PERFORMED BY S & B SURVEYS SEPTEMBER, 2008. SOILS ENGINEER LGC INLAND GEOTECHNICAL 41531 DATE STREET MURRIETA, CA 92562-7068 JULY 3, 2008 1 071801-10 UTILITY CONTACTS STREETS CITY OF FONTANA ENG. DEPT SEWER CITY OF FONTANA ENG. DEPT WATER SAN GABRIEL VALLEY WATER CO. ELECTRIC SOUTHERN CALIFORNIA EDISON TELEPHONE VERIZON CABLE ADELPHIA A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. I REVISION DESCRIPTION IMPROVEMENT A.S.P. 08-027 CITY OF FONTANA 909-350-7610 909-350-7610 626-448-6183 800-684-8123 800-483-4000 800-538-4770 DATE I ENGR. I CITY I DATE W a Q 0 W zi FONTANA W > a Q Q Q SANTA ANA AVE U 0 w PLANS SIT al a J Q W m U Q m En: 0 ca., ~U NORTH JURUPA AVE VICINITY MAP NOT TO SCALE SECTION 25, T1 S, R6W TB P 644-F2 WFC __mT1j "J I BUILD�INb CONSTRUCTION NOTES f QUANTITIES *THE QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. CONTRACTORS SHALL PREPARE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. QUANTITY 1. SAWCUT EXISTING AC PAVEMENT 1180 LF 2. REMOVE EXISTING AC PAVEMENT 159362 SF 3. INSTALL MIN. 12" AC OVER 95% COMPACTED NATIVE SUBGRADE PER FONTANA STD. PLAN 400.(AC-34,899 SF) 2513 TN 4. CONSTRUCT 8" CURB & GUTTER PER FONTANA STD PLAN 1000 753 LF 5. CONSTRUCT 6' WIDE SIDEWALK PER FONTANA STD PLAN 1006 5346 SF 6. CONSTRUCT COMMERCIAL DRIVE APPROACH PER FONTANA STD PLAN 1002, W=40' 2 EA 7. CONSTRUCT ACCESS RAMP PER FONTANA STD PLAN 1003 1 EA 8. CONSTRUCT CONCRETE X -GUTTER & SPANDREL PER FONTANA STD PLAN 403, W=10'2 R=509. 1342 SF 9. UNDERGROUND EXIST POWER POLE 4 EA 10. REMOVE EXIST ROAD SIGN 2 EA 11. CONSTRUCT 8" AC DIKE PER FONTANA STD PLAN 1007 215 LF 12. REMOVE EXIST CHAIN LINK FENCE 2000 LF 13. GRIND EXIST PAVEMENT AND OVERLAY WITH NEW AC (0.10' MIN) PER PAVEMENT JOIN DETAIL 5910 SF 14. ADJUST UTILITY TO GRADE LS 15. CONSTRUCT UNDER SIDEWALK DRAIN PER FONTANA STD PLAN 30019 L=24.6299 MOD TO RECT PIPE FROM R/W TO CF 3 EA 16. PLACE THREE CALTRANS 2"x12" TYPE L POLE MARKERS PER TRAFFIC MANUAL SECTION 6-05.3 0 3, 49 & 5'H 3 EA NOTE TO CONTRACTOR 1. QUANTITIES SHOWN ARE THE OPINION OF THE ENGINEER AND ARE PROVIDED FOR PERMIT PURPOSES ONLY. IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO GENERATE HIS OR HER OWN QUANTITIES FOR CONSTRUCTION AND/OR BID. LEGEND t7 F.H. =FIRE HYDRANT WV =WATER VALVE STLT =STREET LIGHT O SMH =SEWER MANHOLE TRFSIG =TRAFFIC SIGNAL O SDMH =STORM DRAIN MANHOLE -,- =SIGN O TELMH =TELEPHONE MANHOLE o PB =PULL BOX ❑ WM =WATER METER • PP =POWER POLE ❑ YELPED =TELEPHONE PEDESTAL S/W =SIDEWALK v MB =MAIL BOX TC =TOP OF CURB ❑ ELEC VAULT =ELECTRIC VAULT FL =FLOW LINE FARM LOOT 635 m o 11 B 12 6' CONC. SIDEWALK PER CITY Qp�] STD. 1006- 0��3�1�� NORTH PROP R/W C/L 46' TB =TOP OF BERM FS =FINISH SURFACE FG =FINISH GRAGE BW =BACK OF WALK REMOVE EXIST AC PAVEMENT O PROP AC PAVEMENT � t2222M GRIND AND OVERLAY AC 0 SOUTH R/WT 12' 34' PARKWAY a. 0.5' a 10' f 12 f W I9 w REMOVE • r6 �- EX AC 2° 8" C & G PER CITY STD 1000 W SAWCUT EXIST I VARIES LINE PAVEMENT 1.98%-2.13X 3 JOIN PER DETAIL THIS SHEET SANTA ANA AVENUE TYPICAL STREET SECTION NTS II'I � JI LOOKING EASTERLY T1=9.0 r, STA 10+82.73 TO STA 13+30.32 SANTA ANA AVENUE „�--SEE SHEET N0. 2 SHEET INDEX N.T.S. 5.0' MIN. OR AS DIRECTED GRIND EXIST. PAVEMENT & OVERLAY 0.10' MIN. 3 cn SAWCUT & REMOVE EXIST. PAVEMENT EXIST. PAVEMENTS `NEW PAVEMENT PAVEMENT JOIN DETAIL NTS 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 STANDARDS IN EFFECT. QRCFES,�j�,, �m No. 46354 Exp. 12/31/12 l CVS. F OF �pR WEST EXIST C/L R/W _ 44' 32' EXIST PAVEMENT • I� -1 � T I JOIN PER DETAIL THIS SHEET 44' 32' EAST PROP R/W 12' 129f PARKWAY w REMOVE7 cL 5' Z EX AC W 0. 3 8" CURB 6 & GUTTER 9. X v W PER CITY 3 STD. 1000 • 0 VARIES 2% 1.50%-2.50% =----. I! j • 6 CONC. SIDEWALK 3 PER CITY STD. 1006 POPLAR AVENUE TYPICAL STREET SECTIONNTS LOOKING NORTHERLY TI=9.0 STA 10+82.73 TO STA 13+30.32 Prepared Under The Supervision Of BLAINE A. WOMER, RCE, PRESIDENT BLAINE A. WOMER CIVIL ENGINEERING 41555 E. FLORIDA AVENUE, SUITE G [DfESWNE0!ff HEMET, CA 92544PH 658-�i7'27�/95 658- 347 \l « CHECKED 8Y: cte B ne A. Womer R.C.E. 46354 BAW ASP 08-027 CITY OF FONTANA, ALIFORNIA STREET IMPROVEMENT PLAN SANTA ANA AVENUE SCALE: POPLAR AVENUE "/A TITLE SHEET DATE: CO TRUC40H NOTES & QUANTITY ESTIMATES 01-11-10 AP VEO DRAWING NO.: C'� ,q. ITY : ralil C_ 1157