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HomeMy WebLinkAboutR_5213_S. • MOO/FleO - 57 TYPE .ZZ-C'OMMEE'C/AL ORIVEWAY N. 7:S. -'L~~ &;> , $%..L.'icc?. ' 0, - --,----------+- .58 I ! SECT/OA./ S'T"A. <:d2,,t,84. 00 VC~/t:? -_ z:;,, 78 .. ~ H. 7. a. 1~~82 % -~...e%}e✓.; #.e.40JV.4. E ,,:Uf9=F.@'5'P3 ; .... ..--; _;_____,, ! \ GENERAL NOTES • -I I 2 3 4 5 6 7 The City's Standard Specifications are "Standard Speciftcations for f'uolic Works- .Construction, 1973". All work detailed on these Plans shall be constructed in accordance with the City's Standard Special Provisions and Specifications except as modified herein. All materials and workmanship for electrical and signal work shall conform to Section 86 of the California Standard Specifications, 1973 Edition, and applicable State Std. Drawings. :· __ /,, ., The locations of existing substructures sho.wn hereon have been taken from available records and their correctness and completeness are in no way guaranteed. It shall be the contractor's responsibility to accurately locate all substructures, whether shown hereon or not, and to protect them from damage. Stationing refers to centerline of Jamboree Rd. Curb data refers to face of curb. Portland cement concrete shall· be Class 564-C-3000. . CONSTRUCT! ON NOTES G) ~xcavate drain pipe trench. @ Construct 24" A.C.P .. Class 2000 D drain pipe from catch basin to existing 24" R.C.P. as shmm on the Plan and per C.N.B. Std-316=t-. Class "c" beddina, dranular founda/1Qn. _ =A1tee11a te :,c24"-l?;G;P.-Cld.5S I 500 0 dea 111 pipe . .CJ o . • ffi Chip out-inlet structure to l' below sidewalk subgrade. /nslal/ conceete..pipecolla,5/d:313•L. Construct 20' of 15" A.C.P Class 2000 D storm drain p.ipe as shown on the plans. © © 0) ffi @) ® Construct curb inlet Type OL-A catch basin per C,N.B. Std-305-L (#1 L=3.5', H=3.4': #2 L=3.5', H=2.5'), • Sawcut and excavate pavement area to 'subbase grade as shown on the Plans. Construct l 1/2" Type I!! -C2 -AR4000/2 1/2" Type Ill -B1 -AR4000 Asphaltic Concrete with prime coat over 15" aggregate base. Join existing pavement with 2' wide feather join to provide a smooth transition. Construct Type "A" P.C.C. curb and gutter with 8" C.F. per. C.N.B. Std-105-L. Construct modified Type I! comnercial driveway approach per C.N.B. ·std-ll2-L and as shown on the Pl ans. Construct 4" thick Portland Cement Concrete sidewalk per typical section and C.N.B. Std-110-L. • @ Existing traffic signal detector loops to be replaced in kind by developer. . @ New traffic signal detector loop to be installed and connected to traffic signal _ controller at STA 66 ❖ 44.80 b;, develope~. @' Verify that"new traffic signal l 1/2" interconnect conduit.is installed by others prior to sidewalk construction. , ... >: @ Install l 1/4" PVC or galvanized metal street light conduit with two (2) No. 8 insulated copper conductors Type TW and ,one (1) No. 8 b·are copper ground wire. -@ Install street lights per C.N.B. Std-201"-L Type II-H with 400 watt luminai're. Connect to existing street light circuit as shown on the Plans. ~ Install No, 3 1/2 pull box per C.N.B. Std-204-L. ~ Locate e~isting facilities and protect in place. i L 1 r ~~ u R-5213·-S I ' .I . I I 11 ', I I ' I i I : I I q I : in , ' -1 . ' i ·, ! • l r I I [ I ' \. • I ) l ' i \ ·, --·---- ", ,- -,-- -! ' : , __ - - ----,---- , _______ ._ - ' I. - --! _J l· I II 'I J