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HomeMy WebLinkAboutR_5289_SBAKER C t---~t-------+-=.: > • C • • ''+--=•/./-~A D~A~M'._:S ___ ~_;A'--'V'-'E+;;-: -ORANGE COAST CITY OF COSTA MESA CO LL EGE 1--------,a:1', >-----,ORANGE C fAIRGROUN VICTORIA Pl20.Jl:.C T LOCATIOI\I . Ill > .. <l .. " VICINITY MAP ¼0¼½¼l GRAPHIC SCAlE IN MILES ST. ST. SYMBOL LEGEND -0-POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT 0 METER BOX --©-VALVE E-POWER POLE ANCf10R t1 MONUMENT -x-x-FENCE BLOCK WALL C& · TREE ,!J'-,f} SHRUBBERY /'; .&.&--&.& ASPHALT PAVEMEN,T ~~ BRICK WALK I_:_::::_: ~j CONCRETE ~ ;:I icL,-"=-LLi BU IL DING EXISTING CONSTRUCTION NEW CONSTRUCTION -·-i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE ---------,:-GAS LINE -€-POWER LINE -7EL-TELEPHONE LINE -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM STREET LIGHT G) ® G) @ ® @ (J) ® ® @ @ a: :, :t ,_ a: .. U-NIVERS\1'< U C. I CONSTRUCTION NOTES Sawcut and join existing. Remove existing pavement~ excavate, and prepare subgrade. Construct 0.45' asphaltic concrete Type III-C2-AR4000 over 0.8' aggregate base. Construct 811 type 11A11 P.C.C. curb and gutter per State of California Standard (A2-8) over aggregate base. Construct 21 wide A.C. feather join. Fill, prepare subgrade and construct 4" thick P.C.C. sidewalk and cutoff wall per CNB STD-780-L and detail sheet 2 of 2. Construct curb inlet modified Type OL-A per CNB STD-305-L and as shown on the plans (L=7.0', H=5.22'). Construct inspection plate over existing grate inlet at STA 778 + 77 per details sheet 2 of 2. Adjust existing manhole, valve box or meter box to finish grade . Construct Type I curb access ramp per CNB STD 181-L and at locations as shown on Plans sheet l of 2. Protect existing header board and sprinkler line in place. BASIS OF BEARING Bearings are based on the centerline of Pacific Coast Highway being S 80° 33' E as shown on Tract 1011 recorded June 24, 1946, in Miscellaneous Map Book l, Page 88, Records of Orange County, California. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION NUMB ER 634-021; 835-3833 1-800-422 640-2221 962-2411 EXT.241 642-3260 642-3260 NAME MR. ANDERSON MR. KIRSCH U.S.A MR. PHILLIPS MR. ROMAN MR. BRITTON CITY. OF NEWPORT BEACI1 PUBLIC WORKS IDEPARTMJENT '!> T 12. E.E: T PAC~F~C ST~fEfET COAST H~GHWAY ~MPROVfEMfE~TS OF BALBOA ~ /J_ -~ APPROVED'-~~.,,:;...;;.--'-+.;_;_ __ ~(:;2'==--• .......:.---'--'--- ASS'T. PUBLIC WORKS DIRECTOR R.E. NO. 12806 iii + -<I -f-(\J (1 " PAClF""IC DATE, '3-2-8-7 7 ~IGI-IWAY \ IYIPIZ.OV<CME:IJT",:S COVE.'S SCALE: 111 = 2001 • l. 2. 3 . 4. 5. 6. 7. 8. GENERAL NOTES Datum Note Elevations shown are in feet above U.S.C. & G.S. Mean Sea Level (MSL) Datum . Specifications Note All work detailed on these plans shall, except as otherwise stated in the City Standard Special Provisions (and applicable portions of the State of California Standard Specifications and Plans), be constructed in accordance with the "Standard Specifications for Public Works Construction" (1976 Edition). Completion and Schedule of Work The contractor shall complete all work on the contract within 45 consecutive calendar days after award of the contract by the City Council. Payment The unit or lump sum price bid for each item of work shown on the proposal shall be considered as full compensation for all labor, equipment, materials, and all other things necessary to complete the work in place, and no additional allowance will be made therefor. Payment for incidental items of work, not separately provided for in the proposal, shall be included in the price bid for other related items of work. Permits A. State of California Coastal Development Permit has been applied for and received by the City. B. California Regional Water Quality Control Board approval has been received by the City with the following condition: Surface water containing mud, silt, or other deleterious material from the project shall be treated by filtration or retention in a settling basin or basins, sufficient to prevent such waters from entering storm drains or the bay, The contractor shall submit a plan for implementing siltation control to the City. Upon approval of the plan by the City and the Board, the contractor shall be res- ponsible for the implementation and maintenance of the control facil- ities. The contractor's attention is called to Subsection 7-8. l of the Standard Specifications as regards project site maintenance. C. State of California Department of Transportation Encroachment Permit has been applied for by the City and it is anticipated that the permit will be obtained in May. All of the work is within State-owned right of way and the contractor shall abide with all of the permit requirements and as follows: 1) Coordination as required by the State inspector. 2) Both southbound lanes to remain open to traffic at all times. 3) Furnish a $2500.00 bond to the State (on standard State form) to cover work within the State Highway right of way. 4) Reimburse the State for all inspection costs required to inspect the work performed in the State right of way. Construction Survey Staking Field surveys for control of construction will be provided by the City of Newport Beach survey crew. Requests for survey shall be made to the engineer 48 hours in advance of the required survey. Water The contractor shall make his own provisions for obtaining and applying water necessary to perform his work. It the contractor desires to use available City water, it shall be his responsibility to make arrangements for water purchases by contacting the City's Utilities Superintendent, Mr. Tom Phillips, at (714) 640-2221. Guarantee The contractor shall guarantee for a period of one year, after acceptance of the work by the City Council, all materials and workmanship against any defects whatsoever. Any such defects shall be repaired at the contractor's expense. 9. Substructures (Including Laterals) The locations of existing substructures shown hereon have been taken from records and their correctness and completeness are in no way guaranteed. It shall be the contractor's responsibility to locate all substructures, including laterals whether sh?wn hereon or not, and to protect them from damage. The removal of abandoned 1n place substructures shall be the contractor 1s responsibility. The lowering or relocation of interfering portions of substructures, shall be the responsibility of said utility or franchise holder. 10. Removal All debris created by clearing, grubbing, and removal operations shall become the property of the contractor and shall be disposed of away from the job site in a manner and at a location acceptable to all cognizant agencies. 11. All concrete shall be 564-C-3250. 72. Asphalt concrete shall be Type III -C2 -AR4000. 13. Aggregate base shall'-be processed miscellaneous base in accordance with Section 400-2 of the Standard Specifications. R-5289-S. SHT. I OF e I I I i '· ' ' ·' I . I i ; ' 1 " -! ----------- r I , . , I .(.~ )·· " ---~~/ ,, -,--------------- -----------------------------------------· ---------,-------•----------------------·--------------------------____ -'--··_ ,-------------~--=-=---·=----=---=-=----'.----~---:==----..:..::...--._:_ ~----=::..:-------.. 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