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Home My WebLink About5702-1GENERAL 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 714A CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN 7HE "GREEN BOOK" 774E CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO 714E CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUC71ON 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 TD 774E 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 7HE 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 7HE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF 714E DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P07EN77AL 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 U71LITY COMPANIES INCLUDING, BUT NOT LIM17ED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CAL7RANS ALL U77LITY 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 07HERKlSE NOTED. 15 ADEQUATE CONS7RUCTION 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 EXIS77NC SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR N071FICATION TO THE CITY ENGINEER. 17 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. 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 CONSTRUC71ON 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 WEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOS17ED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONS7RUCTION 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 UN77L 774E SPECIFIED DENSITY IS OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, 714E 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 714E 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 711E 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 774E 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 714E 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 714E PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND 07HER 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. BENCHMARK: NGS DESIGNATION OF 629 VERTICAL DATUM: NAVD 88 ELEVATION: 1018.06 BASIS OF BEARING: THE BEARINGS SHOWN HEREON ARE BASED ON CENTERLINE SANTA ANA AVENUE PER PM 10139 136/22 BEARING S89 07'261 (3jA—:- �Z, DIAAAAA A 110 T D WORKING BEFOREVDAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-260C A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NO. I REVISION DESCRIPTION STREET IMPROVEMENT PLANS 10891 ALMOND AVENUE CITY OF FONTANA CONSTRUCTION NOTES: U CONSTRUCT 8" CURB & GUTTER PER CITY S7D. 1000 O2 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STANDARD 1006 (11111 CONSTRUCT DRIVEWAY APRON PER CITY STD. 1002, 1111 O4 CONSTRUCT PARKWAY DRAIN PER APWA STD, 151-2, S=6: O INSTALL STREET LIGHT PER SEPARATE STREET LIGHT PLAN. QTY: 178 LF 1,981 SF 1,628 SF. 1 EA. 2 EA. PRIVATE ENGINEERS NOTICE TO CONTRACTOR: 714E EXISTENCE AND LOCATION OF ANY UNDERGROUND U71LITY PIPES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. 714ESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY 714E CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT ANDIOR GRADE OR 771E PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR .AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, HE WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUC71ON OF THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIM17ED TO NORMAL WORKING HOURS CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 771E PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. UTILITY CONTACTS: 774E CONTRACTOR SHALL NOTIFY THE FOLLOWING U71LI71ES OR AGENCIES A MINIMUM OF TWO WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. AT&T: (800) 310-2355 CITY OF FONTANA: (909) 350-7610 SOUTHERN CALIFORNIA GAS COMPANY.• (800) 427-2000 FONTANA WATER COMPANY. (909) 822-2201 SOUTHERN CALIFORNIA EDISON. (800) 655-4555 FIRE PROTECTION: (909) 829-4441 LEGEND AC ASPHALTIC CONCRETE SURFACE BVC BEGIN VERTICAL CURVE CL CENTER LINE EVC END OF VERTICAL CURVE FF FINISH FLOOR FG FINISH GRADE FL FLOWLINE FS FINISHED SURFACE GB GRADE BREAK GW GUY WIRE INV INVERT OF PIPE MH MANHOLE NTS NOT TO SCALE FP POWER POLE TC TOP OF CURB IF TOP OF FOOTING TW TOP OF WALL TYP TYPICAL UG UNDERGROUND III WROUGHT IRON DATE I €NGR. 1 CITY I DATE EXIS71NG CONCRETE SURFACE PROPOSED CONCRETE SURFACE PROPOSED AC PAVEMENT RIGHT OF WAY PROPERTY UNE CENTERLINE EXISTING BLOCK OR STONE WALL FLOWLINE FILL SLOPE INDICATES DIRECTION OF FLOW CONTOUR ELEVATION (FEET) SHOULD CONSRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITH TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNGER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ENGINEER'S SEAL No. C-70944 Exp. 6-30-19 WILY EXISTING R/W (8) (30�) (22) q 64' (22) — El El EXISTING PROPOSED R/W R1W --i 2.5' � I _II � (5.0 MW 3 p� 2�s �II T Tr EXIS71NG EXIS77NO f EXIS71NG ASPHALT ASPHALT SAWCUT \PROPOSED C&G C&G TYPICAL SECTION, "ALMOND AVE" NOT TO SCALE E E � INLET TYPE 2 INLET INLET RECTANGULAR TYPE 2 TYPE 1 `RAMS AMR COVER PER SWING 152- 1 IE I I0 10' ^ NOTE a BAR (250 (16 mm) I 6-5 mm) MIN 7l (150 mm) 3 90° B B SECTION /. (6 mm INLET TYPE 1 DETAIL OF ANCHOR CURB FACE l CU1� FACELaA4mm7 �IPOINT PPOINT Q w\ IV (3000 mm) 51 10' (3000 mm) TC GRADE LINE AS ES/2 TOP OF CURB SHOWN ON PROFILE TOP OF CURB FL z -POINT M PROFILE POINT N POINT P POINT Q r GALVANIZED STEEL %- S, INCHES MITI J BAR SPAC NO 12' 300 7' 240 1871 f 5 7' 240 24' 60 7' 240 30' 750 7' 240 36' 900 7' 240 42" 1050` 16' 210 48' 1200 5' 160 Be 1350 6-1/2' 225 60' 1500 160 60 16501 4" 160 72' 1 A ¢ z FOR 5 = 30' (750 mm) AND LESS, USE 2 ¢ ANCHORS OTHERNSE, USE 3 ANCHORS. (a[ -OR S = 48' (1200 mm) AND LESS, / R = (75 mm) y ISE 2-1/2"x2"0/8" (64510.5) > 1ALVAMZO STEEL ANGLE. )THERWISE, B - 4' (100 mm).USE 3-1,12'xYA12' 89x7642.7) GAI STEEL ANGLE. I BARS ARE 03 ($IOM) 3:12 rSEE NOTE 8 EX�N�O SECTION A -A lF+ mF E S 6" ®4 al I mm, iV 1 mm 'C IS JJ BARS E E 5 E �o<o SECTION B -B o V - " STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRa RZGAr^ SY THE ® a STANDARD PLAN 3 PU8l1iEtt6MJK�C0A1MiTlEE INC. PARKWAY ISt�9 pR r9p 7§§ REY. 1990. 2009 _ _ __.-.. 51 APPROVED BY: ADIMAN TEL. RNARD 885.9806 . 234 NORTH ARROWHEAD AVE. -. SAN BERNARDIN0, CA 92498 DRAWN BY: 'H E. BONADIMAN & ASSOCIATES_ INC. FAX (909)381-1721 FA IEERS G.I.S. SURVEYING PLANNING www.honadlman.com DESIGNED BY: -S T. STANTON R.C.E. EXPIRES DATE s /�� 70944 06-30-19 CHECKED BY: JTS PROPOSED SIDEWALK VICINITY MAP N.T.S. VALLEY IBLVD II 1 1 1 a 10 SANTA 1 ANA AVE Ww > ¢ W y > > ¢¢ a > N Q O Y K ¢ m ¢ z o z > of O m J m O U U m JURUPA AVE CITY OF FONTANA, CA SHEETINDEX TITLE SHEET 1 PLAN & DETAIL 2 NOTES 1, FLOOR OF BOX SHALL BE TROWELED SMOOTH. 2. IF THE TOE OF SLOPE IS ALLOWED WITHIN THE R/W, INLET TYPE 1 BEGINS AT THE TOE RATHER THAN AT THE R/W LINE. 3. FOR OPEN DITCH (TYPE 2), THE 24" (600 mm) EXTENSION BEYOND THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE FROM THE R/W LINE; HOWEVER, THE PIPE SHALL EXTEND TO THE R/W LINE iN ANY EVENT. 4. TOP OF INLET STRUCTURE (TYPE 1 & 2) SHALL BE FLUSH WITH ADJACENT SURFACE WHERE PRACTICAL. 5. A HEADED STEEL STUD 5/8" x 6-3/8" WITH A 1" HEAD (16 x 160 mm, 25 mm HEAD) ATTACHED BY A FULL PENETRATION BUTT WELD MAY BE USED AS AN ALTERNATE ANCHOR, 6. NORMAL CURB FACE AT POINT M AND Q. CURB FACE IS B + 5" (125 mm) AT POINT N AND P. 7. THE 3" (75 mm) LEG OF THE 5/0" (16 mm) DIA ANCHORS SHALL BE PARALLEL TO THE TOP OF SIDEWALK. & SLOPE = 2.07. o_ 04 N N CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN 10891 ALMOND AVENUE SCALE: _ CITY F FONTANA, CALIFORNIA NA o ROVED BY: DATE: �J 04-13-18 N0: 1 ITY ENGINEER R.C.E. 51152 DATE 5702 2 S a