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HomeMy WebLinkAbout3487-1GENERAL NOTES (STREET IMPROVEMENTS). 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE ( ONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AN ) STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED CITY OF FONTANA INTERSECTION IMPROVEMENT AT 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RE SC .VED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE JURUPA A AND BANANA AVENUE "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 DEPA 2TMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE ' TART 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 DESC ;IBED 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 CALI7ORNIA. 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 SEP,NRATE 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 EXERC.SE 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 BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY THE CITY. 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 REPLACEI.tENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINI!` UM 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 'ER 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. 37 ALL STRIPING SHALL CONFORM TO THESE PLANS, CALTRANS STANDARD PLANS AND SPECIAL PROVISION DATED JULY 2002. 38 ALL STRIPING AND PAVEMENT MARKING SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS). 39 PAVEMENT MARKING AND LEGENDS SHALL CONFORM TO CITY OF FONTANA STANDARD STENCILS. BENCHMARK CITY OF FONTANA NO. 585 BASIS OF BEARING- FD. R.R. SPK. IN P.P. JJ20908 AT NORTHWEST CORNER ASSUMED EAST FOR THE CENTERLINE OF JURUPA AVENUE. OF SANTA ANA AVENUE & ALMOND AVENUE CIRCUIT #6/72 ELEVATION= 965.46 COUNTY OF SAN BERNARDINO REV. REVISION DESCRIPTION DDe- T7 11D DEPARTMENT OF PUBLIC WORKS i RECORa dRAwmeo RECOMMENDED/APPROVED BY: C_ ho ASSISTANT DRECTOR NIA DATE DIAL TWO WORKING RECOMMENDED/APPROVED BY: BEFORE , . DAYS BEFORE TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT By- � DMSION DATE i 0 MR J\ "I ; rby i &41 WILE 0N * ;0 SHEET INDEX. STREET IMPROVEMENT SLOVER AVENUE 0 2 � � � z SANTA ANA AVENUE Q DRAWING SHEET 1 STREET IMPROVEMENT NO. 3487 TITLE `TEET. j SHEET 2 STR _E T IMPROVEMENT ROSE AVENUE STREET IMPROVEMENT PLAN. PROJECT LOCATION SHEET 3 STREET IMPROVEMENT STREET IMPROVEMENT & STORM DRAIN PROFILE.�y SHEET 4 STREET IMPROVEMENT TYPICAL CROSS SECTIONS AND DETAIL. m n�2� DURINN AVE SHEET 5 STREET IMPROVEMENT DETAILS. TRAFFIC DRAWING SHEET 1 TRAFFIC SIGNAL PLAN JURUPA Q Q AVE. NO. 3488 JURUPA AVENUE AND BANANA AVENUE DRAWING SHEET 1 SIGNING AND STRIPING PLAN o z W NO. 3489 JURUPA AVENUE AND BANANA AVENUE J j 0 0 otQ o z WOODLAND OR STREET IMPROVEMENT CONSTRUCTION NOTES: O PROTECT IN PLACE. QUANTITIES VICINITY O MAP REMOVE (TYPE AS SHOWN). i TREES 13 EACH (NOT TO SCALE) 3 REMOVE EXISTING P.C.C., A.C., PAVEMENT, OR SOIL. CITY OF FONTANA 4 CONSTRUCT 6 1/2 INCH A.C. OVER 4 INCH AGGREGATE BASE. 1000 TONS OVER 602 TONS UTILITY NOTIFICATION LIST O5 CONSTRUCT RESIDENTIAL DRIVEWAY PER CITY OF FONTANA STD. PLANSA 500 SF AND DETAIL 1 ON SHEET 3 AND CROSS SECTION ON SHEET 4. O CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA 1540 SF CITY OF FONTANA SAN GABRIEL VALLEY WATER COMPANY GOLDEN STATE UTILITY COMPANY ATTN: MS.GRACIELA MARTINEZ`' STANDARD PLAN N0. 1015. ATTN: MR. LUIS MONTENEGRO ATTN: MR. HOWARD ERIKSEN O CONSTRUCT CLF FENCE PER APWA STD. PLAN NO. 600,-1. SEE STD. ON SHEET 4- 140 LF 8353 SIERRA AVENUE 11142 GARVEY AVENUE P.O. BOX 2968 a�L FONTANA, CA 92335 �66' ONTE CA 91733 UR OCK CA 95381-2068 CONSTRUCT STANDARD CURB RETURN RAMP PER CITY OF FONTANA t g& SF (909) 350-6522 44>�-6183 X252 (209) 6�4-4981 STD. PLAN NO. 1006. SO. CALIFORNIA GAS COMPANY 8�CONSTRUCT STANDARD CURB RETURN RAMP PER SAN BERNADINO 184 SF - ATTN: MR. RICKEY REYES PACIFIC BELL COUNTY STD. PLAN NO. 110A. SEE SHEET 4. 1981 W. LUGONIA AVENUE ATTN: MS. JANE BLASINGTON ADELPHIA O 33 ED NDS, CA 92373-0306 3939 E. CORONADO STREET, 2ND FLOOR ATTN: MR. PAUL CYR 9 ADJUST TO GRADE. (TYPE AS SHOWN). -1 EACH 1(909) 335-7508 ANAHEIM CA 92807 1205 DUPONT AVENUE (714) 6t6-5500 ONTARIO CA 91761 1 p RELOCATE 2 EACH SO. CALIFORNIA EDISON COMPANY (909) 05-3342 (TYPE AS SHOWN). ATTN: MR. GREGORY KLOCK TIME WARNER TELECOM 11 RELOCATE 5 EACH 7951 REDWOOD AVENUE ATTN: MS. MARCIE HART (BY OTHERS)." " FONTANA, CA 85 RIALTO521 , CA 92376ENUE 12 CONSTRUCT 8 CURB AND 18 GUTTER PER CITY OF FONTANA 170 LF (909) 357-6585 (909) 456-3652 STANDARD PLAN NO. 1003. TRAFFIC SIGNAL CONSTRUCTION NOTES: 12 CONSTRUCT 8" CURB AND 18" GUTTER PER SAN BERNARDINO COUNTY 349 LF - STD. PLAN N0. 115. SEE STD. PLAN ON SHEET 4. ❑INSTALL CITY FURNISHED TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT PACKAGE) COMPLETE WITH TYPE "R" CABINET. SOLO PRO DETECTION, AND AUXILIARY EQUIPMENT REQUIRED CONSTRUCT 6" CURB AND 18" GUTTER PER CITY OF FONTANA STD. 16 LF t2 PLAN N0.1003. TO PROVIDE THE OPERATION SHOWN (SEE SPECIAL PROVISIONS). CONTROLLER CABINET AND 13 FOUNDATION TO BE INSTALLED PER CITY STANDARD DETAIL 4004. RELOCATE EXISTING POWER POLE. (BY SOUTHERN 1 LS CALIFORNIA EDISON). INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND 14 REMOVE PORTION OF CONFLICTING FENCE. RELOCATE PER PLAN. 178 LF a SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS). 3 INSTALL MODEL 711 UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR PER DETAIL "C", 15 SEE SIGNING AND STRIPING PLAN. ❑THIS SHEET, AND AS DIRECTED BY THE ENGINEER IN THE FIELD (SEE SPECIAL PROVISIONS). 16 CONSTRUCT CATCH BASIN PER APWA. STD. PLAN N0.314-2 CASE I. 1 LS SEE PROFILE OF LATERAL "A" ON SHEET 3 AND STD. PLAN ON SHEET 5. INSTALL CITY FURNISHED IMAGE SENSOR UNIT AS DIRECTED BY THE ENGINEER IN THE FIELD. 17 REMOVE DECORATIVE CROSSWALK AND REPLACE IT WITH 6" STAMPED ASPHALT. 177 SF F5 INSTALL INSTALL R73-3 SIGN ON MAST ARM PER CALTRANS STD. PLAN DETAIL U, ES -7N. 1 g COLD MILL 0.1' MIN. OF A.C. PAVEMENT AND OVERLAY 0.1' MIN. OF A.C. PAVEMENT, 1910 SF SEE DETAIL "A" SHEET 4. 6❑ TO BE RELOCATED OR REMOVED BY OTHERS. 19 TRAFFIC SIGNALS. SEE TRAFFIC PLANS. a INSTALL 3' PVC CONDUIT WITH 1/4" POLY PULL ROPE PER SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE ©0 CONSTRUCT 12" WIDE PARKWAY CULVERT PER SAN BERNARDINO COUNTY STD. 1 LS (GREG KLOCK AT (909) 357-6585). VERIFY PHONE NUMBERS AT TIME OF CONSTRUCTION. PLAN NO. 211 SEE DETAIL ON SHEET 4. 21 CONSTRUCT LOCAL DEPRESSION PER SAN BARNARDINO COUNTY STD. PLAN NO 203A- 1 LS F±l INSTALL R34 SIGN ON MAST ARM PER CALTRANS STD. PLAN DETAIL U, PAGE ES -7N. AND 203B OR AS MODIFIED PER PLAN. SEE DETAILS ON SHEET 2 AND I STD. PLAN ON SHEET 4. (1 FULL L.D. 0 STA. 21+09.86 ON JURUPA AVE. AND 2 Fil INSTALL 2" C. TO TELEPHONE SERVICE FEED POINT PER SBC REQUIREMENTS. PARTIAL L.D.'S 0 STA. 10+89.86 E/0 BANANA AVE. AND STA.1 1 +02.45 W/O BANANA AVE. ©FLOW LINE, DIRT SWALE. GRADE TO DRAIN. SIGNING AND STRIPING CONSTRUCTION NOTES: 2 a©RE-APPLY STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT 3 CONSTRUCT 4" PCC OVER 12" 95% COMPACTED NATIVE. 272 SF MARKERS), ARROW OR LEGEND AS SHOWN. ©4 EXISTING 30" STORM DRAIN STUB TO BE FIELD VERIFY BY THE CONTRACTOR a APPLY 12" WHITE CROSSWALK. FOR DEPTH. PIPE SHALL BE CUT TO FINAL LENGTH PRIOR TO CONNECTING TO CATCH BASIN. SEE PROFILE OF LATERAL "A" ON SHEET 3.❑3 APPLY MODIFIED DETAIL "A" TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. 25 REMOVE 10' OF EXISTING MEDIAN ISLAND. 4❑ SIGN AND POST TO BE REMOVED BY CITY PERSONNEL. 26 FUTURE SIDEWALK, RAMP, CURB & GUTTER.a REMOVE STRIPING (INCLUDING RAISED PAVEMENT MARKERS). ©CONSTRUCT CURB OPENING PER APWA STD. PLAN NO. 300-2 1 EACH ARROW OR LEGEND AS SHOWN. 7 SEE PLAN AND PROFILE ON SHEET 3 AND STD. PLAN ON SHEET 5. a APPLY MODIFIED DETAIL 12 TO REPLACE TYPE G REFLECTIVE MARKERS ®7 CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN 313-1, CASE E. SEE STD PLAN ON SHEET 4 - 1 EACH WITH TYPE C. ©8 CONSTRUCT 18" RCP. D -LOAD IS 1350, SEE PLAN PROFILE ON SHEET 3 54 LF ❑ APPLY MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. 2g CONSTRUCT MANHOLE PER APWA STD. PLAN NO. 321.1. 1 LS 8❑ APPLY 4" WHITE LINE. 41A=9Cr. SEE PLAN AND D FILE ON SHEET 3 AND 30 REMOVE AND RECONSTRUCT 14' OF EXISTING ISLAND DTOPMATCHLAN NEX STINGS E 44 SF g RELOCATE SIGN AND POST AS SHOWN. O ❑<gj'JNl4683 0206S01.DWG TE ENGR. CI DATE PLANS PREPARED BY: CITY OF FONTANA, CALIF 0 SHOULD CONSTRUCTION 0� THE REQUIRED �oQRpJESR/pNgl, IMPROVEMENTS NOT COMMENCE WITHIN TWO � r � � JURUPA A VE & BANANA A VE ``�� .�c� 13191 Crossroads Parkway North, Suite 405 YEARS OF THE DATE OF APPROVAL SHOWN HEREON Y ' (56) 9'O C62oo1746-3497 DRAWN Y: STREET IMPROVEMENTS AND CARRIED FORTH IN A DILIGENT MANNER, THE No. 0042866 CITY ENGINEER MAY REQUIRE REVISIONS TO THE * EXP. 03-31-04. * UND R THE SUPERVISION OF: DESIGNED BY: TI TL S ET DATE: 01/28/04 PLANS TO BRING THEM INTO' CONFORMANCE WITH f9 clv\\- �� Date : Zg FL STANDARDS IN EFFECT. lF DF CNO` ENNETH J. RUKAVINA R.C.E. 42866 CHECKED e : APP D c _ jq -G DRAWING NO.: 1 KJR CITY ENGINEER R.C.E. 51152 DATE: 3487 5 I: �