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Home My WebLink About4155-19 _01 W 0 z Lul W 0 z W -i 0 -C ST - -E ST— - = ffs 812111 M W MIMMMM "M = 110mmi so M %moomm mm W EEBMENMM = = Wmi � W W Underground Servic*., Alert C -TOLLFREE all. SCALE: N.T.S. Cont. Continuous RKC. Poly Vinyl Chloride Ct. Center Boom= mom= Radius Cir. Sink Counter Sink R.C.P. Reinforced Concrete TITLE SHEET Deck Drain A.B. Anchor Bolt int. Integgyal Rein. Reinforcing, 1. It is the Landscape Contractor's responsibility to contact the Engineering 0ivision's Landscape Inspector 48 hours prior to A�C� Adj. Asphaltic Concrete Adjacent J. Box its. Juncfion Box Joints L-2 CONSTRUCTION PLAN desired inspection of an item at (909) 350-6649. Alt. Dimensio.-ii L.A. Landscape Architect Dtl. -1)-letail 2 Prior to release of utilities or maintenance period commencement, the following inspections are required: Arch. Architect Automatic Lic� Licensed Low Point L-3 CONSTRUCTION DETAILS Fxpansion Joint Auto. Redwood 9Eec. Electlic Sch. Schedule it' -Pre-Cons-1 `uction Meeting Bldg kf�* Bik. Buil&ngr Black M.B. M&xinium Machine Bolt L-4 IRRIGATION PLAN -inspection of irrigattion system in open trench condition (prior to backfill.). Mainline'pressure test @ 150 P.S. I. for a three (3) hour continuous period. B.M. Bench -Mank Mech. -Mechmd-cal MR, hquall -irrigation coverage tests including initial and final tests. B.S. Bottom of Steps -Nlied. Medium Nfinimum L,.5 IRRIGATION DETAfLS -A F nish grade prior to planting. -Plant materials prior io planting and soil preparation. CR C.F. Catch Basin Cubic Foot TVI -in. M�H. Manhole Specs, Specifications -Planting, including street trees. Contact- the Parks Planning & Landscape Development Section, Engineering C.I. Cast'lron Mtffli� Nlulti-bmchcd L-6 PLANTING PLAN Division, for species and final locations. -Compliance with approved plans. 1-1p. I_ I Cast iron Pipe Nat. Natural FTL Fire Hydrant -Rna' lnspecti�'n. C J. C.L. Cold Joint Center Line N.I.C. O.C. I I ot in ConLract On Center L-7 PLANTING DETAILS Flow Line Cir. Clearance O.D� Outside Diameter Tex. extured 3. The Owner's representative and landscape contractor shall be present at each inspection. C.O. Clean Out P.A. Phmtino Area I n fo",% fl K 10 Oil r2l I f% or I fwo% K 1 0 n E7 f0% 0 Top of Grate Drain TT I IT C Corrugated Metal Pipe Perf. Perfrorated Lmawo %J I NJ 0 In U %a I I %,J I M 0 F_ F.- %.l %I T.P. Comp. Con. Compacted Concrete RO.C. PS1 Point of Conneefion Poimds Per Sqtmre L-9 IRR. AND PLANTING SPECS. Landscape shall be maintained in a neat, clean, weed -free and healthy condition. For three (3) months (90 days) following installation, this shall include but not be limited to: I 17 1 Cond Condition P T Pressure Treated T.W. Top of Wall H,B. W 0 z Lul W 0 z W -i 0 -C ST - -E ST— - = ffs 812111 M W MIMMMM "M = 110mmi so M %moomm mm W EEBMENMM = = Wmi � W W Underground Servic*., Alert C -TOLLFREE all. SCALE: N.T.S. Cont. Continuous RKC. Poly Vinyl Chloride Ct. Center R. Radius Cir. Sink Counter Sink R.C.P. Reinforced Concrete DR Deck Drain Rebar Reinforcing g Bar D.F� Dougglas Fir Rein. Reinforcing, D.6, Decomposed Granite Reqld. Required Dia. Diameter ReL Retardant Dim. Dimensio.-ii Rgh� Dtl. -1)-letail R& Rough Sawn Fla. Each RS.R. Rough Sawn Redwood E.J. Fxpansion Joint Rwd. Redwood 9Eec. Electlic Sch. Schedule Elev. Elevation S.F. Square Foot Eno* Emggineer Sht. Sheet sp. Espalier Sht� Mfl, Sheet Metall MR, hquall Sim, Similar E.W. Each Way &L. Scoreline E.W�IVV.M. Electric WeldedWire'.,Mesh Smth. Smooth Ex. Existing Specs, Specifications Exp. Exposed Sq. Squ&re RE Finish Floor Elevation sti. Steel RG. Firfish Grade T.A.D. I op of Area Dr�fin FTL Fire Hydrant T&B op and Bottom Fin. Finish TR 'Fop of Berm F 1, Flow Line MC. Ir op of Curb Flt� Flat Tex. extured RS. Finish Surface YG. Top of Grate Ft,gy Footing YG.D. Top of Grate Drain Ftn. Fountam Th-ki, Thick Ga. Gauge T.P. Top of Paving GaIv. G,-dvanized TYE. op of Poll Couping G.C. Growid Cover TS, Top of Steps G.I. Galvanized Iron T.W. Top of Wall H,B. Hose Bib Twi. Trowel Hdr. Brid. Header Board Typ. Typical Horiz. Horizontal Vert. Vertical H.P. 11-11iggh Point W/ With Hat. Height W/0 1XVithout I.D. in -side Diameter W.S. Water Surface Inv, Invert B.C.R. Beggintiing of Curb Radius E.C.R. End of C&b Radius HIGHLAND AVENUE BASELINE AVENUE DSCAP M wi� q. tp fift Lo 0 wal; ate tp t5w�r_ 0 F C PW 1 150- WIN WIME 01- M IN in- W FONTANA, CALIFORNIA D z > MIL ER HIGH z 0- LLJ SCHOOL >_ > KPF I VED SY' z LIJ D LIJ -"% D -i z OF z Lli LU WALNUT TREET REVISION DESCRIPTION JRCIKPF NaNXIM UJ tg PROJECT SITE MR, Z < Lid -1.1is 0 BASELINE AVENUE DSCAP M wi� q. tp fift Lo 0 wal; ate tp t5w�r_ 0 F C PW 1 150- WIN WIME 01- M IN in- 1,XPffV_0F FONTANA, CALIFORNIA CIPAVIN BY., KPF I VED SY' KPF CHECKED BY, REVISION DESCRIPTION JRCIKPF NaNXIM MR,