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Home My WebLink About4166-1I W D Z W W 0 Z W .J 0 i F1 0 1 a TT Anchor Bolt Int. Integral A.C. TTI 11 12 10 TT Junction Box Adj. Adjacent 13 14 15 16 - - . � I -AST Underground, Sprvice A i V 51 �IL, �,L Call: TOLL FREE 1-o,800 A 0%45 TWO WORKING DAYS, BEFORE YOU DIG W 0 Z W 0 U) W 0� 0. 0 IN SCALE: MT.& FONTANA, CALIFORNIA KB HOME POMONA, CA A I IONS A.B. Anchor Bolt Int. Integral A.C. Asphaltic Concrete J. Box Junction Box Adj. Adjacent its. Joints Aft. Alternate LA. Landscape Architect Arch. Architect Lic. Licensed Auto, Automatic L.P. Low Point Bldg. Building Max. Maximum Blk. Black M.B. Machine Sot B.M. Bench Mark Mech. Mechanical B.S. Bottom of Steps Med. Medium C.S. Catch Basin Min, Minimum C.F. Cubic Foot M.H. Manhole C.I. Cast Iron Multi. Multimbranched C,I,P. Cast Iron Pipe Nat. Natural C.J. Cold Joint N.I.C. Not in Contract C.L. Center Line O.C. On Center CIr. Clearance O.D. Outside Diameter C.O. Clean Out PA. Planting Area C.M.P. Corrugated Metal Pipe Perf. Perforated Comp. Compacted P.O.C. Point of Connection Con. Concrete P.S.I. Pounds Per Square Cond. Condition P.T. Pressure Treated Cont. Continuous P.V.C. Poly Vinyl Chloride Ct. Center R. Radius Ctr. Sink Counter Sink R.C.P. Reinforced Concrete D.D. Deck Drain Rebar Reinforcing Bar D.P. Douglas Fir Rein. Reinforcing D.G. Decomposed Granite Reqd. Required Dia. Diameter Ret. Retardant Dim. Dimension Rgh. Rough Dtl. Detail R.S. Rough Sawn Ea. Each R.S.R. Rough Sawn Redwood E.J. Expansion Joint Rwd. Redwood Elec. Electric - Sch. Schedule 2lev. Elevation S.F. Square Foot Eng. Engineer Sht. Sheet Esp. Espalier Sht. Mtl. Sheet Metal Eq. Equal Sim. Similar E.W. Each Way S.L. Scoreline E.W.W M. Electric Welded Wire Mesh Smth. Smooth Ex. Existing Specs. Specifications Exp. Exposed Sq. Square F.5, Finish Floor Elevation StI. Steel F.G. Finish Grade T.A.D. Top of Area Drain F.H. Fire Hydrant T&B Top and Bottom Fin. Finish T.B. Top of Berm F.L., Flow Line T.C. Top of Curb FIt. Flat Tex. Textured F.S. Finish Surface T.G. Top of Grate Ftg. Footing T.G.D. Top of Grate Drain Ftn. Fountain Thk, Thick Ga. Gauge T.P. Top of Paving Galv. Galvanized T.P.C. Top of Poll Couping G.C. Ground Cover T.S. Top of Steps G.I. Galvanized Iron T.W. Top of Wall H.S. Hose Bib TWI. Trowel Hdr. Brd. Header Board Typ. Typical Horiz. Horizontal Vert. Vertical H.P. High Point W/ With Hgt. Height W/o Without I.D. Inside Diameter W.S. Water Surface Inv. Invert B.C.R. Beginning of Curb Radius E.C.R. End of Curb Radius L-4 %10' %I*r I TA %of 1 *1 IL %A*f %of I I %NOT 1 19 &Nor 116am If I Is I 116� %10 IRRIGATION PLAN -Pre-Constuction Meeting Inspection of irrigation system in open trench condition (prior to backfill). Mainline pressure test @ 150 P.S.I. for a three (3) hour continuous period. -irrigation coverage tests including initial and final tests. L-5 IRRIGAT10N DETAILS -Finish grade prior to planting. Plant materials prior to planting and soil preparation. L�6 PLANTING PLAN -Planting, including street trees. Contact the Parks Planning & Landscape Development Sedion, Engineering Division, for species and final locations. -Compliance with approved plans. PLANTING DETAILS' Rnal Inspection. �L-7 3. The Owner's representative and landscape contractor shall be present at each inspection. L=8 M I I%[ C01`10STRUCT101041 SPECS. MAINTENANC-E-G-U.IDELINES1 L-9 IL in IR"R. AND PLANTING SP&ECS. 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: 1 . Cultivation of planted beds at intervals not to exceed ten (10) days. 2. Regular mowing to maintain lawn height not to exceed two (2) inches. (will vary with species). DESIGNED $Y KPF 3. Regular pruning of plants as necessary to control and direct growth. 4. Scheduled maintenance of irrigation controller to assure proper application rate of water necessary for proper plant growth. Drip irrigation may require specialized landscape maintenance care. 5. Immediate replacement of ireigation materials as needed to maintain good working conditions. 6. Fertilization on a regular schedule as recommended by the manufacturer to provide proper plant growth. C1-1ECW_D BY JRC/KPF 7. Immediate repair or replacement of irrigation materials as needed to maintain good working conditions. rOMNO.: 4156 9 8. Stakes, guys & ties on trees shall be checked regularly for correct function. Ties are to be adjusted to avoid abrasions or girdling of trunk or branches. REVISION DESCRIPTION� DATE 9. Upon completion of three (3) month (90 day) contract maintenance period, an inspection shall be made by the Community Development Department Engineering Division Landscape Inspection Staff. The landscape shall be maintained in ..... DATE accordance with these landscape maintenance standards. 1.0. The Developer/Builder is responsible to contact the City and schedule the maintenance inspection. CTT_Y_R EQ.U1BFJ1X0_TES;- All plans must be installed in accordance with the Standard Landscape Specification Manual For Streetscapes And Parks. The specifications can be purchased at the Engineering counter at city hall. 8353 Sierra Ave., Fontana, CA 92335, www.fontana.org A ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURAL STANDARDS. ARCHITERRA DESIGN GROUP CANNOT GUARANTEE THE QUALITY OF CONSTRUCTION, INSTALLATION OR MAINTENANCE OF IMPROVEMENTS AS DESIGNED AND/ORSPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING FROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NOT RESPONSIBLE FOR THE AMOUNT OR FREQUENCY OF IRRIGATION WATER APPLIED TO THE PROJECT DURING CONSTRUCTION OR THEREAFTER. AIJPROVALS:� 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 CONDITIONS AND STANDARDS IN EFFECT. -TtzCrrY OF FONTANA, CALIFORNIA DRAWN BY KP MEADOWOOD TRACT. # 17460 'U ----COMM W" FACM11,11ES DISTRICT SCALE: N/A DESIGNED $Y KPF DATE: 8/15/06 C1-1ECW_D BY JRC/KPF APPMVED BY: DATL a?;� CITY ENGINEER RC.E 51152 EXP. DATE 1201/06 rOMNO.: 4156 9 7 REV REVISION DESCRIPTION� DATE CITY ..... DATE �DEVELOPER: SCALE: N.T.S.