The URL can be used to link to this page

Home My WebLink About3693-2N'LY RM o� i EX. GROUND � STREET 84' STY R/W 401 44' 8' -1 _ 32' - 32' - - 12' - N'LY R/W i EX. GROUND 2" W'LY RM UjVARIES N F- 19'-20' ' FMINEX. AC PAVEMENT X 1 WCVj . ! AND BASE r 1.29'�Ta-2 5i MIN. _#__ r__r _Warr-� GRIND 0.10' MIN. 3 5 6.5" AC EXIST. PAVEMENT AND 12" NATIVE OVERLAY 0.10' MIN. 959 COMPACTED STA 20+57 TO STA 21+80 TYPICAL SECTION FOR SAN BERNARDINO AVENUE NTS TI = 10 12" NATIVE 959 COMPACTED TYPICAL STREET q I Z mliYt STA 22+70 To 24+60 95% COMPACTED SECTION FOR SAN BERNARDINO AVENUE NTS TI = 10 STREET 84' ;d VARIES 6' ETY R/W 0.5'1 PROP. FENCE 0.5' EX. GROUND ETY R/W EX. GROUND EX. AC PAVEMENT 5' 4 Q. 1 2 - _- AND BASE MIN. 1' SAWCUT ?q��$z . _ - r _ _ ------ _ r a r .. ------ r _ _ _ _ - r _ 7 3 GRINti 0.10' MIN. EXIST. PAVEMENT AND 6.5" AC 5 OVERLAY 0.10' MIN. 12" NATIVE STA 10+67 TO STA 13+50 95% COMPACTED TYPICAL SECTION FOR ALDER AVENUE NTS TI = 9 PROPOSED3' PROPOSED TOP OF VARIES PER EDGE OF A.C. DIKE �� FINISHED 8" SURFACE PL i R W QI C SW PROP. SVS' = 0 8" CIF I NTS RUCT 4 INCH THICK AC COMPACTED NATIVE JSTRUCT AC DIKE TRANSITION DETAIL A w19 .0%.- STREET 0%r R W 8.33 _ MAX - PROP. FL 3 PROP. EP o r 8 0 STRUCT AC DIKE TRANSITION DETAIL C J IN EEPAIL A NTS _DI . ,E ► T TOLL FREE 1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STREET CL X' PER PLAN 1' MIN. SAWCUT LINE EX. EOP, ::....T .: PROP. EOP PROP. FL DETAIL 80 JOIN EX. F IIF APPLICABLE) JOIN TO EX. EOP MTS 8' CONSTRUCT Ln 4 INCH THICK AC W OVER COMPACTED NATIVE z EX. SOIL PROP. SW 8.33% ---� MAX SECTION D --D NTS 3;m RR3"33vo 3A133 3393 ImmSaamuxf ltaati 33333$ *;@ 33333341 *. i irH3331 It 9 10+00 ; N- a 20+90 E`. _ 8"-0' W. 5 iYp. SIDE VIEW ELEVATION WROUGHT IRON FENCE DETAIL CONSTRUCTION NOTES: O1 EXISTING TOP do BOTTOM RAL Q EXISTING CORNER POSTS O3 EXISTING MID POST O4 MATCH EXISTING Q5 CONCRETE FOOTING O6 3/8'x 2' STEEL BODS WELDED TO ALL POSTS SHEET5 12" NOTES: A. ALL JOINTS & JOINS SHALL BE CONTINUOUSLY WELDED- GRIND ALL : WELDS SMOOTH. ALL WELDS AND ABRASIONS SHALL BE METAUZED PER SEC. 210-3.5.2. B. ALL TUBULAR STEEL FENCING, GATE AND COMPONENTS SHALL MATCH EXISTING FENCE. C. THE INTENT OF THIS DRAWING IS TO SHOW DESIGN CONCEPT ONLY. CONTRACTOR IS TO PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 0. FENCE RAILS SHALL BE INSTALLED PARALLEL TO FINISHED GRADE- POSTS SHALL BE PLUMBED VERTICAL. E. GATE AND FENCE HEIGHTS, INCLUDING ALIGNMENT SHALL MATCH EXISTING FENCE. CITY -OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ATTN: ANTHONY CIOTTI 8353 SIERRA AVENUE FONTANA, CA 92335 (909) 350-6684 COUNTY OF SAN BERNARDINO ATTN: WALTER ALLISON 825 EAST THIRD STREET AN BERNARDINO, CA 92415 (909) 387-7910 ADELPHIA ATTN: MR. LUIS McDONALD 1205 DUPONT AVENUE ONTARIO05CA 3342 61 CITY OF RIALTO WATER DEPARTMENT ATTN: MR. RON SILVER 150 S PALM AVENUE RIALTO CA 92376 (818) 701-4546 SAN GABRIEI VALLEY WATER COMPANY ATTN: MR. LUIS MONTENEGRO 11142 GARVEY AVENUE L MONTE CA 91733 (626) 448-6183 PACIFIC BEII (SBC ATTN: MR. JAMES IIELINSKI 3939 E. CORONADO STREET, 2ND FLOOR ANAHEIM, CA 92807 (714) 666-5415 MARYGOLD MUTAL WATER COMPANY ATTN: MR. SILL STAFORD 9724 ALDER AVENUE SLO�MINGTN CA 92316 (714 877-0516 SOUTHERN CALIFORNIA GAS COMPANY ATTN: MR. DENNIS WEAR 1981 W LUGONIA AVENUE RED ANDS CA 92374-9796 (909) 335-7715 SOUTHERN CALIFORNIA EOISON ATTN: MR. JAIME AM£ZCUA 7951 REDWOOD AVENUE FONTANA CA 92336 (714) 357-6109 SHEET INDEX .1 A xis xv HEETA :• Q A 4 5 R x s If AR 733�rIRM R:F�#IR;LRRitS� y aI jk iR COUNTY OF SAN BERNARDINO COUNTY JURISDICTION ONLY APPROVED: 4"4411 1 - 27-- nS REV. REVISION DESCRIPTION DATE ENGR_ CITY DATE CHIEF, TRAN PORATION DESIGN D ISION DATE 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. LEGEND GENERAL STORM DRAIN NOTES O5 CONSTRUCT CURB AND GUTTER TO MATCH EXISTING. �& CONSTRUCT 6 INCH THICK PCC. 7O CONSTRUCT 4 INCH THICK PCC SIDEWALK PER CITY OF FONTANA STD PLAN N0. 1015. 14 CONSTRUCT MASONRY RETAINING WALL PER APWA STD PLAN N0. 618-1, TYPE A, H=3.3. PLANS PREPARED BY: Q%pF ESS/Dye W WILL -DAN 13191 Crossroads Parkway North, Suite 405 Industry, CA 91746-3497 DRAWN BY: Y No. 0042866 a z (562) 908-6200 RG/BM EXP. 03-31-06 UNDER THE SUPERVISION OF: DESIGNED BY: SCB ��\� / �� / CHECKED BY: OF CAI-��° /��`/ ar KEN E IDATEAC CITY OF FONTANA, CALIFORNIA INDEX MAP TYPICAL SECTIONS, DETAILS, LEGEND SCALE: 1 "=20` AN o DATE: U S LI ST 01/14/05 APP ED DRAWING NO.: r �,� os 2 ZITY ENGINEER E 15T_ DATE 3693 7 EX. RIGHT OF WAY 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT EX. DRIVEWAY/RAMP PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") ALL REFERENCE ��- EX. TOP OF CURB SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. - EX. EDGE OF GUTTER/CONC 2. WHEN A TECHNICAL CONFUCT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CANNOT BE RESOLVED BY ,i REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK% THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID EX. EDGE OF PAVEMENT CONFLICT TO THE CITY ENGINEER FOR RESOLUDON. -- ------- ..---.._.--. _. EX. TOE 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. Ex. BLOCK WALL 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO - - - - EX. CHAIN LINK FENCE IMPLEMENTING DETOURS. ................ f::....... EX. IRON FENCE 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, EX. CABLE (OVERHEAD) 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) EX. ELECTRIC LINE 350-7610. ------ E �l"H_..----- EX. ELECTRIC LINE (OVERHEAD) 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE ~ ~~ EX. GAS UNE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. t. ~ EX. TELEPHONE ..............7. WATER LINE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES ............ S ................. Ex. SEWER UNE 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR y y TOP OF SLOPE GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. TOE OF SLOPE 9. THE WALLS AND FACES OF ALL EXCAVATIONS NEATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, A/ PROP EDGE OF PAVEMENT 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 PROP CURB THE POTENTIAL EXISTS FOR GROUND MOVEMENT. PROP GUTTER 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBUC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT PROP BERM/DIKE FOR THAT U i --�-- PROP CHAIN LINK FENCE 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE - - =--�- PROP IRON FENCE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE �OCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO THE CONTRACTOR SHALL - - PROP FLOWUNE CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. EX. MANHOLE 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, =f EX.FIRE HYDRANT GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC MATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING EX. GAS VALVE DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. EX. WATER VAVLE 13 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY EX. POWER POLE AUTHORIZATION CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. {`tom EX. TREE/SHRUB 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. <' EX. STREET LAMP 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 YOR THE PRESERVATION OF PROP. AC (PIANS) BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. PROP. OVERLAY (PLANS) 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PROP. AC RAMP OR OWY PRIOR NOTIFICATION TO THE CITY ENGINEER. .�~..r..r...:... PROP. PCC DWY 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND PROP. PCC SIDEWALK OR RAMP BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR UCENSED LAND SURVEYOR SURVEY MONUMENTS TMS SHALL REPLACED THE CONTRACTOR THE THAT WILL BE DESTROYED AS A RESULT OF CONSTRUCTION BE SHALL NOTIFY PROP. AC (SECTIONS) ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. PROP. COMPACTED NATIVE OR BASE (SECTIONS) 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. AC ASPHALT CONCRETE 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. APWA AMERICAN PUBLIC WORKS ASSOCIATION Bw BACK OF WALK 20. 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. CL CENTER LINE 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. CLF CHAIN LINK FENCE CSPA CORRUGATED STEEL PIPE -- ARCH 22. 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. CSP CORRUGATED STEEL PIPE 23. CARE SHOULD BETAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS DIA. DIAMETER UPON .INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-EROOEABLE SWALES ENTERING OR E/0 EAST OF LEAVING IMPROVEMENTS. EG EDGE OF GUTTER 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. EOP EDGE OF PAVEMENT 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. EX. EXISTING 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND FL FLOW LINE LOCATION OF CONNECTIONS CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. FG FINISH GRADE FS FINISH SURFACE 27. IF EXISTING UTILITIES OR ANY OTHER FACIUTIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. GB GRADE BREAK 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND INV. INVERT APPROVED. LP LOW POINT 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. MAX MAXIMUM 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. MIN MINIMUM N/0 NORTH OF 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON. COMPLETION OF PAVING. NTS NOT TO SCALE 32. UPON MPLETIOSTRIPING, BARRICADES, AND OTHER NTRACTOOF SHALL STRAffICTORE LENG NTO OH OVERHEAD TRAFFIC ONTROLNDEVICES THEOSAT SOACT� THE CITYR NEIER.' O PP POWER POLE 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE PROP. PROPOSED RECORD DRAWINGS TO THE CITY ENGINEER. ROE RIGHT OF ENTRY 34. MINIMUM D. LOAD FOR ALL RCP IS 1350. S/0 SOUTH OF STD. STANDARD CONSTRUCTION (VOTES TC TOP OF CURB TS TRAFFIC SIGNAL �1 REMOVE EXISTING PCC, AC, PAVEMENT. OR SOIL. TYP. TYPICAL �2 CONSTRUCT 6 1/2 INCH THICK AC OVER 12 INCH NATIVE SUBGRADE COMPACTED W/0 WEST OF TO 95% AND AS SHOWN IN TYPICAL SECTION. WM WATER METER �3 COLO MILL 0.1' OF AC PAVEMENT AND OVERLAY 0.1' OF AC PAVEMENT AS SHOWN IN TYPICAL SECTION. WV WATER VALVE �4 CONSTRUCT 8 INCH CURB AND GUTTER PER CITY OF FONTANA STD PLAN NO 1003 O5 CONSTRUCT CURB AND GUTTER TO MATCH EXISTING. �& CONSTRUCT 6 INCH THICK PCC. 7O CONSTRUCT 4 INCH THICK PCC SIDEWALK PER CITY OF FONTANA STD PLAN N0. 1015. 14 CONSTRUCT MASONRY RETAINING WALL PER APWA STD PLAN N0. 618-1, TYPE A, H=3.3. PLANS PREPARED BY: Q%pF ESS/Dye W WILL -DAN 13191 Crossroads Parkway North, Suite 405 Industry, CA 91746-3497 DRAWN BY: Y No. 0042866 a z (562) 908-6200 RG/BM EXP. 03-31-06 UNDER THE SUPERVISION OF: DESIGNED BY: SCB ��\� / �� / CHECKED BY: OF CAI-��° /��`/ ar KEN E IDATEAC CITY OF FONTANA, CALIFORNIA INDEX MAP TYPICAL SECTIONS, DETAILS, LEGEND SCALE: 1 "=20` AN o DATE: U S LI ST 01/14/05 APP ED DRAWING NO.: r �,� os 2 ZITY ENGINEER E 15T_ DATE 3693 7