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U), { I on Li ® an TRACT #16495 ® 37 _ 42 59 64 p ® m 36 { 43A. 58 s{ 65 7 T71= 70 a 74 e 73 © 72 ° ti 35 44 `� o { 66 p a e 1 69 68 '67 -T ° 57 r p 9 ° ° m { oa p J m ° fl 34 A _ 45 a o 1 67 56 0- 0 ra A CJ*) F ® 33 �, ° 46 55 ° fi 68 p e o 0 27 ° 28 ° 29 ° 30 p 31 m a 102 u 26 a ° ° ° ° 32 47 p 69 _ e 54 { 25 103 24- �om Cal m I � I r 23 78 77 1 76 1 75 22 :1 ® e e 21/' � o v 20 �a 79 n 80 e 19 0 L m J � 18 '-• p 10 RG e l m m � 17 e _I 97 e 96 ° 95 r 16 ° ® ca I 8 15 1 98 ° 99 ° 1 IM 14 co 13 � m . o a 12 11 10 0 9 d a o ne a fl B 6 1.; �_:•ri � t -� . vl.. L...� .J 7- F 1,� 1 !� � � }� I{ i` -r.,, f lr�' �i-,�-r-�-M-n�ry•n� a_m��:,q_r.:ri-w-m••m•°r-m-r-•■=w-m-ii�s-s••1rLm=r�m-i`lr'`� �.._..- t---- iUNDERV mom li p 53 ° { 70 m Tm i 52 ° p 71 p °EM' I 72 50 0 51 O �w�•�� _ •,ars 87 w U LnCL Cin �@� ~`'i.•fi 107 "-`'i�•p-:' rs B I Viz:;: I aMIN'. "Mi AARW PF A. B. Anchor Bolt Int. Integral A.C. Asphaltic Concrete J. Box Junction Box Adj. Adjacent Jts. Joints Alt. Alternate L.A. Landscape Architect c Arch. c Architect h Lic. ce sed LI n Auto. Automatic L P. .P Low Point Bldg. Building Max. Maximum Blk. Black M. B. Machine Bolt B. M. Bench Mark Mech. Mechanical L-6 &'L-10 SEE SHEETS L-2, B.S. Bottom of Steps Med, Medium C. B. Catch Basin Min. Minimum C. F. 'Cubic Foot M. H. Manhole C. I. Cast Iron Multi. Multi -branched C. 1. P. Cast Iron Pipe Nat. Natural C.J. Cold Joint N.I.C. Not in Contract C. L. Center Line O.C. On Center Clr. Clearance 0. D. Outside Diameter C. 0. Clean Out P.A. Planting Area C.M.P. Corrugated Metal Pipe Perf, Perforated Comp. Compacted P.D.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. F. Douglas Fir Rein. Reinforcing D.G. Decomposed Granite Req'd. Required Dia. Diameter Ret. Retardant - #16074 & 16232 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 Elev. Elevation 8. F. Square Foot �ng. Engineer Sht. Sheet Esp. Espalier Sht. Md. 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. Spec.ificatio-ns Exp. Exposed Sq. Square F. F. 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 Flt. Flat Tex. Textured F.S. Finish Surface T. G. Top of urate I Ftg. Footing T.G.D. Top of Grate Drain Ftn. Fountain Th.k. Thick Ga. Gauge T. P. Top of Paving Galy. Galvanized T.P.C. Top of Poll Couping G.C. Ground Cover T. S. Top of Steps G. 1. Galvanized Iron T. W. Top of Wall H.B. Hose Bib TWI. Trowel Hdr. Brd. Header Board Typ. Typical Horiz. Horizontal Vert. Vertical H.P. Hiqh Point W/ With Hgt, Height W/0 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 SCALE: N.T.S. im W Q rr W to SANTA ANA AVE -Qi nvFR AVENUE FWY (10) SCALE: N.T.S. .1 .2 .3 .4 .5 .6 .7 s� .9 MMO. 10 1 1 L-12 L- 13 L-14 * " FAA Rik TITLE SHEET CONSTRUCTION PLAN C ONSTRUCTION SPECS. ItomftRR. AND" PLANTING SPECS. 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/OR SPECIFIED 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. PREPARED UNDER THE SUPERVISION OF: 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. m As-01A�T NOT5: THF, A45-- �CONPI {A N HfTE�lUt'pI.D TO ARCH IT15Pt�A DESIGN GPOV is (OAD&.) ��( TRE�_ CONVACTOP, LAN96CAFFOI XvENT itic. THF,. AO-o-t*tpL)II�IcON121TIC)N5lNPIO"OCO)Xt? H�Ft�[N rop UN12POW010VDWv� HAVE uhf �iUPt'I.I�DTD ADG t3Y IHV Tot1; HORTAC-f �AND�iGitpE INo. AP. 67. NOT INVOLVED WITN GONS'fI�UGTION oIZ V0_1F1r1CAT6tq Or TY'CS� Ar-:�?-01417r ONI7IT!!91'�i, 7H�trEt�1� F� JY6 iii Nor FOn-Arra NrOPMAMON '000_����� INSPECTIONS: 1. It is the Landscape Contractor's responsibility to contact the Engineering Division's Landscape Inspector 48 hours prior to desired inspection of an item at (909) 350-664.9. 2 Prior to release of utilities or maintenance period commencement, the following inspections are required: Pre -Construction Meeting oInspect'o of i rri at'on system open re ch condition (prior to backfill). . Mainline pressure test G 150 P.S.I. for a three (3) hour continuous period. °Irrigation coverage tests including initial and final tests. °Finish grade prior to planting. Plant materials prior to planting and soil preparation. °Planting, including street trees. Contact the Parks Planning & Landscape Development Section, Engineering Division, for species and final locations. °Compliance with approved plans. •Final Inspection. 3. The Owner's representative and landscape contractor shall be present at each inspection. MAINTENANCE GUIDELINES: Landscape shall be maintained in a neat, clean, weed -free and healthy condition. 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). 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 irrigation materials as needed to maintain good working conditions. 6. Fertilization on a regular schedule as recommended by the manufacturer to provide proper plant growth. 7. Immediate repair or replacement of irrigation materials as needed to maintain good working conditions. 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. 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 accordance with these landscape maintenance standards. 10. The Developer/Builder is responsible to contact the City and schedule the maintenance inspection. n% �pSCAPF ��. • *,um%4,q'9�,. La 0 -1-'_� _ _ aFo CITY OF FONTANA, CALIFORNIA DRAWN BY: SCALE: KPF SYCAMORE H1 S N/A TI)DESIGNED BY: ACT' # 16 "2 DATE: Y FACILI S S RIOT KPF 2!!�T 2/5/04 CHECKED BY: APPR �`Z . DWG. NO.: 1 DATE DATE• 3552 JAF CITY ENGINE .C.E. 51152 EXP. DATE 12/31/05 14 DEVELOPER: FIRST SUBMITTAL - 9/22/03 (CLIENT/CITY SUBMITTAL) EMPIRE CAPITAL LLC SECOND SUBMITTAL - 2/18/04 (CLIENT/CITY SUBMITTAL) 3536 CONCOURS STREET, SUITE 300 ONTARIO, CALIFORNIA 91764 THIRD SUBMITTAL - 3/18/04 (CITY SUBMITTAL FOR WALLS) TEL: (909) 987-7788 �OURTH SUBMITTAL - 6/21/04 (CITY SUBMITTAL FOR LANDSCAPE) FAX: ,(909) 481-6683 CONTACT PERSON: JIM MULLINS 19.aZi-0% RBF CONSULTING 14725 ALTO N PARKWAY IRVINE, CALIFORNIA 92618-2027 TEL.: (949) 855-3677 CONTACT PERSON: JONATHAN BROWN LANDSCAPE ARCHITECTURE SITE LAIVNIIllG ARCHITERRA DEoIGN GROUP, INC. 10221-A TRADEMARK STREET RANCHO CUCAMONGA, CALIFORNIA 91730 TEL.: (909) 484-2800 FAX: • (909) 484-2802 CONTACT: KEN FRICKE O:NUMBER: 0328-5 SHEET NUMBER. L= 1 1 OF 14 SHEETS 1