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Home My WebLink About5058-3W Z� —W --� W UV Q LLJ :2W e.� Construction Notes 1. All forms and alignments of paving, layout, and special paving areas shall be 13. All forms and alignment of paving shall be approved by the City inspector reviewed and approved by the Owner's authorized representative prior to prior to pouring. - --Y -•Y -W -Y- -W placing (give a minimum of 48 hours notice). - 2. The contractor shall verify the location of all utilities prior to construction and 14. Contractor shall note and install all sleeves shown on plans prior toinstallation _ shall be held liable for all damages incurred. of paving. 3. The Contractor shall note and install all sleeve locations shown on the 15. Contractor shall note and install all sleeves shown on plans prior to IRRIGATION PLANS and ELECTRICAL PLANS in excess of existing installation of paving. • sleeves per the Owner's approval. - - 4. All construction and workmanship shall conform to the latest edition of the Uniform Building Code (latest edition of the Standard Specifications for ' Public Works), as well as local codes. Abbreviations / Symbols 5. These notes shall be used in conjunction with the plans. Any discrepancies shall be brought to the attention of the Landscape Architect and the project E.J. - Expansion Joint T.B. - Top of Bench Owner prior to any installation processes. S.L. - Score Line GALV. - Galvanized - 6. The Contractor must check all dimensions, framing conditions and site P.A. - Planting Area Cb- Center Line W- �Y-W-W- W « IR conditions before starting work. The Landscape Architect shall be notified V.I.F. - Verify in Field fl'_ - Property Line immediately of any descrepancies or possible deficiencies. L.A. - Landscape Architect N.I.C. - Not in Contract 7. The drawings and specifications represent the finished work. All bracing, CLR. - Clear DWG. - Drawings temporary supports, shoring, masonry, etc. is the sole responsibility of the EX. - Existing RWD. - Redwood _ -.-- - - - - ..- -.--_.- - --- + Contractor. Observation visits to the job site by the Landscape Architect BLDG. - Building F.S. - Finish Surface does not include inspection of construction methods and safety conditions at F.G. - Finish Grade SCH. - Schedule the worksite. These visits shall not be construed as continuous and detailed inspections. C.M.U. -Concrete Masonary Unit HT. -Height 8. Site clean-up shall take place on a daily basis. W.I. -Wrought Iron TYP. - Typical 9. Refer to the project Specifications for additional information. T.S. - Tubular Steel GAL. - Gallon D.G. - Decomposed Granite O.C. - On Center 10. All proposed paving surfaces shall meet existing paving surfaces with CONC. - Concrete W.P. - Water Proof W W �Y •Y ,+ •Y W smooth and continuous transition and flush along entire edge. G.F.I. - Ground Fault Interrupter 11. All finish grades in planting areas shall be 1 1/2" below adjacent paving R - Radius surface unless noted otherwise in construction details. ELEC. - Electric - 12. Dimensions shown are for approximate line. All radii and curves are to have F.F.G. - Finish Floor Grade a continuous and smooth transition without abrubt changes or bends. CONT. - Continuous . W,Wr �•MyY �•WYY •W.Yy �WWY - Align NOTE: DESIGN INTENT TO MATCH EXISTING INSTALLTIONS ALONG FOOTHILL BLVD. FOR EXAMPLE CHRERRY TO HEMLOCK. I Construction Legend OINSTALL 16 ROCK BOULDERS PER DETAIL 3, SHEET 4. , i OINSTALL WASHED COBBLESTONE DRY STREAM BED (823 S.F. PER DETAIL 1, SHEET 4. 3O 8" P.C.C. NATURAL GRAY CONCRETE CURB PER CIVIL ENGINEERING STREET IMPROVEMENT PLANS. 4O INSTALL 12" WIDE COBBLESTONE BANDING PER DETAIL 2, SHEET 4. SEE CIVIL ENGINEERING STREET IMPROVEMENT PLANS FOR MEDIAN LAYOUT /DIMENSIONING. OINSTALL COBBLESTONE ON MEDIAN PER DETAIL 2 SHEET 4. REFER TO CIVIL PLANS FOR MEDIAN LAYOUT/DIMENSIONING. I . . _ _ _ . W W •Y •Y Y H• �Y , •Y Y' y •Y W W W �►' W W ,►• W W W W W J• W Y W .W W W W W . •Y W •Y W W W J• W W W +V •Y W y W W W W Y ,Y +Y ,Y Y Y W W W W J• . . W •W J• �Y •1• W r• W •!• H• H• •Y ,Y •Y ,Y ,1• �i• W H• W dr W Y ,1• V• W W W W W W W . . . . . . ITP FOOTHILL W W Y W Y Y J Y W ► ► W ,Y Y W W W W �Y y W •Y W W W W W / W Underground Service Alert '•, , • •.SEC31ON 4216/4217 OF. THE GOVERNMENT ORfr� . CODE REQUIRES - A - DIG ALERT IDENTIFICATION !.`NUMBER BE'- ISSUED' BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REv. C TW GnW %9L PLM REVISION DESCRIPTION q/1 &f DATE I ENGR. I CITY I DATE x5891 -4 Exp.7-31-14 C, w w w. t k e e n g 1 n e 2305 Chicago Avenue Riverside, Ca 92507 p 951.680.0440 f. 951.680.0490 e r 1 n g. c o m MONICA L. ROBINSON L.L.A. No. 5891 EXPIRES: 7-31-14 TSB _ _ - -. - -.- • -. . --.- - I o - BOULEVARD UND.SCAPE IMPROVEMENTS FOOTHILL B0001LEMARD SIERRA AVENUE TO MANGO AVENUE ° Tt, T A GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) � 1 INCH = 20 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE LANDSCAPE IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED WAYM Br -FOOTHILL J� FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS � SHOWN IN A DILIGENT MANNER, THE CI ENGINEER MAY REQUIRE REVISIONS TO oEscr�u Ff.CONSTRUC110N LAYOUT / CALLOUT PLAN �M- THE PLANS TO BRING THEM INTO WT•R 09/09/13 CONFORMANCE WITH CONDITIONS AND om= ey: APPRovEn ey: DAM- pawac rp,; s STANDARDS IN EFFECT. MIT 101411y � CrtY ENGINEER R.C.E. 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P'Q P— .....--•- a -- 55 ' 68' 75 88' 3 I I m _ • �Q. — + -� �\\_^ , 20+00 „1�—_ _ 4 — — — — 23 0 — Oo O � 3 4 2 5 32 2 l _I TYP T TYP TYP 4 TYP �1 03 MIN. DISTANCE BETWEEN \ I DRY STREAM BED AND BANDING TO BE 18", TYP. l 1� a —_—— -- — —= — -- p -- T -- -- M a %AS Q AS 1 � . . _ _ _ . W W •Y •Y Y H• �Y , •Y Y' y •Y W W W �►' W W ,►• W W W W W J• W Y W .W W W W W . •Y W •Y W W W J• W W W +V •Y W y W W W W Y ,Y +Y ,Y Y Y W W W W J• . . W •W J• �Y •1• W r• W •!• H• H• •Y ,Y •Y ,Y ,1• �i• W H• W dr W Y ,1• V• W W W W W W W . . . . . . ITP FOOTHILL W W Y W Y Y J Y W ► ► W ,Y Y W W W W �Y y W •Y W W W W W / W Underground Service Alert '•, , • •.SEC31ON 4216/4217 OF. THE GOVERNMENT ORfr� . CODE REQUIRES - A - DIG ALERT IDENTIFICATION !.`NUMBER BE'- ISSUED' BEFORE A PERMIT TO EXCAVATE WILL BE VALID FOR YOUR DIG ALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG REv. C TW GnW %9L PLM REVISION DESCRIPTION q/1 &f DATE I ENGR. I CITY I DATE x5891 -4 Exp.7-31-14 C, w w w. t k e e n g 1 n e 2305 Chicago Avenue Riverside, Ca 92507 p 951.680.0440 f. 951.680.0490 e r 1 n g. c o m MONICA L. ROBINSON L.L.A. No. 5891 EXPIRES: 7-31-14 TSB _ _ - -. - -.- • -. . --.- - I o - BOULEVARD UND.SCAPE IMPROVEMENTS FOOTHILL B0001LEMARD SIERRA AVENUE TO MANGO AVENUE ° Tt, T A GRAPHIC SCALE 20 0 10 20 40 80 (IN FEET) � 1 INCH = 20 FEET SHOULD CONSTRUCTION OF THE CITY OF FONTANA, CALIFORNIA REQUIRED IMPROVEMENTS NOT COMMENCE LANDSCAPE IMPROVEMENT PLANS WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED WAYM Br -FOOTHILL J� FOOTHILL BOULEVARD MEDIAN IMPROVEMENTS � SHOWN IN A DILIGENT MANNER, THE CI ENGINEER MAY REQUIRE REVISIONS TO oEscr�u Ff.CONSTRUC110N LAYOUT / CALLOUT PLAN �M- THE PLANS TO BRING THEM INTO WT•R 09/09/13 CONFORMANCE WITH CONDITIONS AND om= ey: APPRovEn ey: DAM- pawac rp,; s STANDARDS IN EFFECT. MIT 101411y � CrtY ENGINEER R.C.E. No. 51152 5058 14