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Home My WebLink About3600-1 ' ISI ' III 4000,k aill i' .; Erri If OF F 1 1 1 MILLER AVENUE ‘.°4 ii EIE iA MDDE [?Ji![ WtACVEflICuLSCHOOL O j Z E: ft GT IA El L L gl. 0 t i L Ent ''.*:Psarzirtt Lu Iv :i.: Givi, ALEvo, z, t yr t Lu . . EREA AvErsrTO TE Y 't IF PROJECT GENERAL NOTES (STREET IMPROVEMENTS) LOCATION � :., : BOULEVARD 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD FOOTHILL �; � � SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION I /� f UNLESS OTHERWISE NOTED. ., r MISSION �TET NY AVENUE 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 /� THE ------- N, *,/,,s` t '� "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. \\ 1 et z �� 01 ? '\ RE�UNC STREET p W 3 ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. /° / �ac®sP®RA \\ '' Cr) 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY •/ j� Q 0 Q WORK. INSPECTION COORDINATION SHALL :::::O:TP:::E:::N::::R;: DAYSPRIORTOOFANY44'.." 0 iP iRROWHYARROWBOURD5 THE CONTRACTOR SHALL CONFORM TO ALL ND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC "''� or,_ , K tl 1 CONTROLS, LATEST NON-METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. ' / �1� AIL , 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. Afflw. „ � k k VICINITY MAP W 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 y .� NTS DIVISION OF INDUSTRIAL SAFETY. 7 � .-0-14._ It* V i. 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 \ j" �� QUANTITIES UNIT 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 ' --:•4:- .m �'``'`.i STREE MEDIAN IMPROVEMENTS CONSTRUCTION NOTES W GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. \i \ (') REMO; E A.C., A.B., P.C.C., AND SOIL. 635 CY �' 3 106 SAWCUT LF Q 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. \�I \ :- 4-., , $41 , -x 0 `��/ 2 CONS RUCT 6.5 INCHES A.C. OVER 4.5 INCHES C.A.B. 6,565 SF ISHOWN HAVEBEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO \\ �Ai„. `. 256 A.C. TONS 10 THE LOCATIONS OF UTILITIES DEE ED �/ '� - DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE �� .?,, CONS RUCT 4.5 INCHES A.C. OVER 12 INCHES 95% COMPACTED NATIVE SOIL. 180 C.A.B. TONS Q CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. �'�` • A . c 3 CONS RUCT 8 INCH CURB PER CITY OF FONTANA STD. PLAN NO. 1003. 2,435 LF 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, , I�/� � Arksr-7 4 COLD MILL 0.1' MINIMUM OF A.C. PAVEMENT AND OVERLAY 0.1' MINIMUM 16,460 SF O DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL BE hr., _ `-� " " I` LANDSCAPING, LANDSCAPE IRRIGATION, II�I�lir,r.� OF A. . PAVEMENT AS SHOWN ON SHEET 2, DETAIL A . 119 A.C. TONS GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. < �5 INSTA' L ONE 4-INCH AND ONE 6-INCH SCHEDULE 80 PVC PIPE AS SHOWN ON SHEET 2. -53- -LF- WITH HALL COORDINAT 1 TH CONTRACTOR .SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. S E 2 E SHEET INDEX WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 0 CONST RUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1015. 2,530 SF 13 CURVE DATA REFERS TO THE FACE OF CURB. STREET IMPROVEMENT 0 CONS' RUCT RAMP PER CITY OF FONTANA STD. PLAN NO. 1006. 1 EA Q 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 0 CONS' RUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1005A. 1,095 i3 SF C( DRAWING SHEET 1 STREET IMPROVEMENT 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE 19 CONS RUCT SLOUGH WALL PER APWA STD. PLAN NO. 622-1 MODIFIED. 280 LF CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. NO. 3600 TITLE STEET USE . STANDARD CONCRETE BLOCK. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. SHEET 2 STREET IMPROVEMENT 10 CONS] RUCT 6" A.C. OVER COMPACTED NATIVE. 1,575 SF J INDEX, TYPICAL SECTIONS, DETAILS, & STDS 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY THE- CITY. 1 1 ADJU T TO GRADE. (TYPE AS SHOWN) 1 -NM-SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE SHEET 3 STREET IMPROVEMENT, FOOTHILL BLVD. d WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 48' WEST OF ALMERIA AVE. TO 350' EAST OF ALMERIA AVE. i 2 RELO' ATE. (TYPE AS SHOWN) I-SII N- E.A- 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 SHEET 4 STREET IMPROVEMENT ' RELO4 ATE BY OTHERS. (TYPE AS SHOWN) 4 PKNG LIGHTS EA THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 350' EAST OF ALMERIA AVE. TO 116' EAST OF CATAWBA AVE. 13 REMO' E. (TYPE AS SHOWN) 23 TREES EA J 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. SHEET 5 STREET IMPROVEMENT, FOOTHILL BLVD. 1 STUMP LF Z 116' WEST OF CATAWBA AVE. TO 490' EAST OF CATAWBA AVE. L MEDT TAPER PER APWA STANDARD PLAN N0. 140-2. W AND L PER PLAN. 276 RET. WALL LF & CLF I- . 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 0P PROT.CT IN PLACE. SHEET 6 STREET IMPROVEMENT, ALMERIA AVE. O 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 FOOTHILL BLVD. TO 580' SOUTH OF FOOTHILL BLVD. O OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. SIGNIN a AND STRIPING CONSTRUCTION NOTES: 4- 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. ri- INSTAL STRIPING DETAIL (INCLUDING PLACEMENT OF RAISED PAVEMENT DRAWING MARKE"S), ARROW OR LEGEND AS SHOWN. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-WORKING OF THAT PORTION OF SHEET 1 TRAFFIC SIGNAL INSTALLATION � O THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. NO. 3601 FOOTHILL BLVD. AND ALMERIA AVE. iii 1 INSTAL 12" WHITE CROSSWALK AND/OR LIMIT LINE. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER 3 INSTAL SIGN AND/OR POST AS SHOWN. Cr) MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. � DRAINING n SIGN .;ND POST TO BE REMOVED BY CITY PERSONNEL. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF CONSTRUCTION AND SHALL CONFORM TO THE CITY SHEET 1 SIGNING AND STRIPING, FOOTHILL BLVD. I ' OF FONTANA STANDARD DETAILS. NO. 3602 ALMERIA AVE. TO TOKAY AVE. [iv] REMOVE CONFLICTING STRIPING (INCLUDING RAISED PAVEMENT MARKERS). L 26 AL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. SHEE f 2 STRIPING F-61 PARKING LOT STRIPING PLAN INSTAL MODIFIED DETAIL 38 TO REPLACE TYPE G REFLECTIVE MARKERS WITH TYPE C. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. TRAFFI SIGNAL CONSTRUCTION NOTES: Q. 28 NO CONCRETE 1 INSTAL� "CITY FURNISHED" TYPE 90 CONTROLLER ASSEMBLY (CONTROLLER EQUIPMENT C� 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. II PACKAI E) COMPLETE WITH TYPE "R" CABINET, SOLO PRO DETECTION AND AUXILIARY EQUIP ENT REQUIRED TO PROVIDE THE INTENDED OPERATION (SEE SPECIAL PROVISIONS). 30 APPROVED SOIL STERILANT 1S REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. PARKING LOT STRIPING CONSTRUCTION NOTES: CONTReLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD BENCHMARK: CITY OF FONTANA BENCHMARK N0.381. ill " " OTHERWISE NOTED. DETAIL 4004. CONNECT SIC PER TRAFFIC SIGNAL CONTROLLER MANUFACTURER'S 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY SOILS TESTS TAKEN PAINT 90' PARKING STALL(S) PER DETAIL A , UNLESS O E SE 0 ED• REQUI',EMENTS. N F ROUGH GRADING. TOP FIRE HYDRANT SE CORNER OF AFTER COMPLETION 0 OUG TOKAY AVENUE AND FOOTHILL BLVD, En INSTAL TYPE III-BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA Ei PAINT 4" WHITE 45' DIAGONAL LINES ® 3' CENTER TO CENTER. �.I,j ELEVATION=1293.77 AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND I-L1 SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. BASIS OF BEARINGS. ® PROTECT EXISTING STRIPING IN PLACE. iri INSTAL UNIDIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR (MODEL 711 OR EQUAL), N 89°38'30"E FOR THE CENTERLINE OF Illim PER D TAIL "B", THIS SHEET, AND AS DIRECTED BY THE CITY ENGINEER. u 33 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. FOOTHILL BOULEVARD AS SHOWN ON THE REMOVE CONFLICTING STRIPING. INSTAL "CITY FURNISHED" IMAGE SENSOR UNIT PER CITY STANDARD DETAIL 133 AND MAP OF TRACT NO. 2909 RECORDED IN 4 v J BOOK NO. 2909 RECORDED IN BOOK 40, PAINT 90' PARKING.STALLS PER DETAIL "8", UNLESS OTHERWISE NOTED. � AS 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 SATISFACTIONQ STALL(S) PAGE 43 OF MAPS, RECORDS OF SAN i " I INSTAL 4" SCHEDULE 80 PVC CONDUIT AND TYPE H SERVICE RISER, WITH PULLROPE PER BERNARDINO COUNTY, CALIFORNIA, OF THE CITY TRAFFIC ENGINEER, SCE R QUIREMENTS. COORDINATE INSTALLATION WITH AN EDISON SERVICE PLANNER 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE CITY ROTATED TO BEN 89 28'57'E JAIME •MEZCUA AT (909) 357-6109 ENGINEER. SURVEY NOTE: 6 INSTAL1 R73-3 SIGN AND HARDWARE ON MAST ARM PER CALTRANS STANDARD SURVEY FOR DWG NO. 3293-A WAS DONE PLAN S-7N DETAIL "U." 36 AS-BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. USING A DIFFERENT BENCHMARK WITH A KNOWN ELEVATION DIFFERENCE OF [71INSTAL CANTILEVER MOUNTED STREET NAME SIGN AND MAST ARM (SEE SPECIAL PROVISIONS). 37 ALL STRIPING SHALL CONFORM TO THESE PLANS, CALTRANS STANDARD PLANS AND SPECIAL PROVISION DATED JULY 1999. APPROXIMATELY 0.4. 38 ALL STRIPING AND PAVEMENT MARKING SHALL BE ALKYD THERMOPLASTIC (SEE SPECIAL PROVISIONS). 8 INSTALL 4" SCHEDULE 80 PVC CONDUIT WITH 1/4" POLY PULL ROPE PER SCE REQUIREMENTS. NSHALLCONFORMCITY OF FONTANA STANDARD STENCILS. INSTAL 2" CONDUIT WITH INTERCONNECT CABLE (6 PR#22). CONNECT SIC PER CONTROLLER 39 PAVEMENT MARKING AND LEGENDS CO 0 TO 1-91 MANUF.CTURERS REQUIREMENTS. T:/JN13500/DESIGNPHASEII/0206SO1MEDIAN.DWG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE REQUIRED LANS PREPARED BY: CITY OF FONTANA, CALIFORNIA DII 0p , i SHOULD CONSTRUCTION OF THE EQU ED �� Essliey'r I I' WILLDAN1 IMPROVEMENTS NOT COMMENCE WITHIN TWO �� oL0 P. A�,� STREET IMPROVEMENTS - Oy t 13191 Crossroads Parkway North, Suite 405 a — YEARS OF THE DATE OF APPROVAL SHOWN HEREON t,, L,fz:,, s Indust A 91746-3497 FOOTHILL BOULEVARD SCALE: AmneC DRAWN BY. ; , DILIGENT MANNER,R THES 7 c:, (562)908-6200 BM ALMERIA AVE. TO TOKAY AVE N/A I AND CARRIED FORTH IN A DIL GE E , 0 0050 06 DIAL TWO WORKING \c ".*,..c„,, EXP. 09-30-05 NDER THE ,SUPERVISION OF: DESIGNED BY: MEDLANONLYDATE. BEFORE ::� DAYS BEFORE CITYENGINEERMAY REQUIRE REVISIONS TO THE ) T E 29 05 YOU DIG YOU DIGFL SCB TITLE SHEET / /PLANSTOBRINGTHEMINTO CONFORMANCE WITH ,��. CIV11. ��`� ""� - '�` Dote : 3_z�_o� CHECKED BY: APPROVED�Y: � - r DRAWING NO.: 1 TOLL FREE 1-800-227-2600 t✓A� �' LB (iv�j.0 ' I l�4A ici,- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. •E NOLD P. ALFO'"SO R.C.E. 50706 3600 6 ASC, RPA CITY ENGINEER R.C.E. 51152 DATE: