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DEVELOPER/OWNER LA NDSCAPE ARCHITECTURAL PLANS 1250 CORONA POINTE COURT, STE 210 CORONA, CA. 92879 RECYCLED WATER GENERAL NOTES: LANDSCAPE MAINTENANCE DISTRICT NOM 10 FOR I'HE USE OF RECYCLED N'VAT'ER FOR ON SITE IRRIGATION 3 1) ALL PIPING INCLUDING DRIP SYSTEM PIPING MUST BE PURPLE & MARKED RECYCLED WATER TRACT #1 8 0 2) ALL VALVE BOXES MUST BE PURPLE & MARKED RECYCLED WATER, THE COMPLETE BOX TOP do BOTTOM SHALL BE PURPLE. DAY CREEK B LV D . 9 RANCHO C U CAM O N GA, CA■ 3) ALL SHUT OFF STRAINERS &SAL CONTROL VALVES, REGULATOR RECYCLED WATER MATERIALS VALVES, PRINKLER HEAD BE MARKED OR TPRINK ER RISRECYCLED WATER 00 NOT DRINK ON ONE SIDE & IN SPANISH ON THE OTHER SIDE, 4) CVWD MUST INSPECT ALL RECYCLED WATER PIPING BEFORE IT CAN BE BURIED. SHEETINDEX 5) IRRIGATION CONTRACTOR SHALL SUPPLY AS-BUILTS ON COMPLETION OF IRRIGATION INSTALLATION. GENERAL NOTES 6) CVWD WILL SUPPLY RECYCLED WATER 00 NOT DRINK SIGNS, VICINITY MAP 12. CONCRETE HEADERS SHALL BE PROVIDED PER THE FOLLOWING 7) QUICK COUPLERS TO BE ACME THREAD TYPE & MARKED R£CYCL£D WATER. 1.)THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS ) L-1 TITLE SHEET CRITERIA: 8) QUICK COUPLERS MUST 8E USED ON RECYCLED WATER ONLY. AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND THE CITY. BETWEEN CITY-MAINTAINED TURF AND CITY MAINTAINED 8) ABSOLUTELY NO HOSE 81885 OF ANY KIND SHALL BE INSTALLED ON RECYCLED WATER PIPING. SHRUB AREAS-8"WIDE X 6"DEEP CONCRETE HEADERS ID) PRIOR TO TURN ON AND APPROVAL OF RECYCLED WATER IRRIGATION INSTALL TEMPORARY RP BACKFLOW' ttt� 3r 2.) AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE CITY _ - BETWEEN CITY MAINTAINED TURF AND ANY PRIVATE L 2 CONSTRUCTION PLAN A ACM ON LANDSCAPE PER CVWD STD. DRAWING #111ATE WITH A STRAINER UPSTREAM E BW. IN WAND ENGINEER PRIOR TO COMMENCING ANY WORK. MAINTENANCE-8"WIDE X 6" DEEP CONCRETE HEADERS A ACME THREAD QUICK COUPLER FOR RECYCLED WATER 2FT DOWN STREAM OF LAST £L80W, IN a DING TO CURRENT CITY - PURPLE VALVE BOX MARKED RECYCLED WATER, 3. ALL WORK SHALL BE PERFORMED ACCORDING BETWEEN CITY-MAINTAINED G.C.AND ANY PRIVATE L-3 CONSTRUCTION DETAILS ) SPECIFICATIONS FOR L DISTANCE SHALL BE IFT. MAINTENANCE-6"WIDE X 6 DEEP CONCRETE HEADERS i1) THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES & RECYCLED WATER LINES SHALL BE idFT STANDARD _ CENT AND THE ERTECWAT£R LINE CROSSES OVER R DOMESTIC WATER PIPE, RECYCLED LINE MUST BE SLEEVED Bin S � STANDARDS AND THE CURRENTS BENEATH METAL FENCING ADJA TO BOTH SIDES OF DOMESTIC PIPE. PUBLIC WORKS CONSTRUCTION. _ ENANCE- 6"WIDE X 6 DEEP CONCRETE 12} IF A RECYCLED FT ON CITY MAINT L1i S €� Dr HEADERS L-4 IRRIGATION PLAN W/SCH 40 PVC PURPLE PIPE TWICE DIA OF PIPE & EXTEND 5 4.) THIS WORK SHALL BE INSTALLED BY A LICENSED CONTRACTOR PROJECT! _�' HALL CARRY WORKMAN'S COMPENSATION, PUBLIC LIABILITY 13) SUBMIT i-HARD COPY & t-PDF COPY OF IRRIGATIONALSO PLANS TO CVWD WITH STD DRAWING TIO & WHO L-5 IRRIGATION DETAILS PROPERTY DAMAGE INSURANCE AS REQUIRED BY LAW. 13.)MEANDERING SIDEWALK LAYOUT,WHERE SHOWN, IS THESE GENERAL NdTES ON THE TITLE PAGE, & ALSO SHOWING A MINIMUM OF LOFT SEPARATION FROM AND CONCEPTUAL ONLY. APPROVAL OF THE FINAL SIDEWALK LAYOUT IRRIGATION TO POTABLE SERVICES. ,agSsl€&€€TIC..., 1 } LINE WITH PRESSURE 5. CHECK FOR EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION SHALL BE MADE IN THE FIELD,AND ADJUSTED AS NECESSARY TO 4 TYPE K COPPER OR BRASS PIPE FROM METER TO 3FT PASSED PROPERTY € WORK. NOTIFY PERTINENT UTILITIES AND UNDERGROUND SERVICE MEET FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS REGULATOR (IF REQUIRED) & ACME THREAD QUICK COUPLER INSTALLED. :xxx R INSPECTOR AND PROJECT PLANNER, PRIOR TO FINAL CONSTRUCTION. L-6 PLANTING PLAN a SITla4c�nrs D� ALERT AT 1-800�22 4133 TWO WORKING DAYS PRIOR TO 15) NO LOOPED IRRIGATION SYSTEMS SHALL 8E PERMITTED, ONE SERVICE PER SYSTEM. CONSTRUCTION. ....... .. x . as�l 14.)PUBLICLY-MAINTAINED TREES SHALL BE INSTALLED PER THE L-7 PLANTING DETAILS i6) PRESSURE TEST REQUIRED ON ALL IRRIGATION MAIN LINES. . xx 6. AT THE CONCLUSION OF ROUGH GRADING,AN AGRONOMIC SOILS FOLLOWING CRITERIA: 17} DRINKING FOUNTAINS, PICNIC TABLES BENCHES SHALL NOT 8E CQNSTRUGTED IN AREAS WHERE REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR,AND ALL OyERSPRAY FROM RECYCLED WATER COULD COME IN CONTACT 1hnTw THEM. - PLANT IN ACCORDANCE WITH CITY STANDARD PLANS. RECOMMENDATIONS FROM THIS REPORT SHALL SUPERSEDE SOILS _ SPECS. 18) DECORATIVE WATER FOUNTAINS SHALL USE POTABLE WATER, SUBMIT DRAWINGS SHOWING POTABLE LINES SO PLANS SHALL SHOW ALL DRINKING & DECORATIVE FOUNTAINS. EATING AREAS. PRIOR TO THE COMMENCEMENT OF ANY PLANTING,AN L-8 CONSTRUCTION 7 E Ti EMI AMENDMENT RECOMMENDATIONS SHOWN ON THE PLANS. TO ALL FOUNTAINS. AL A H AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY AND SEATING AREAS. 7. WALL FOOTINGS AND REINFORCING SHALL NOT BE LOCATED L-9 IRRIGATION SPECS. a. INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES .I! u ) ON AND MAY REQUIRE BACKFILL SOIL AMENDMENTS,AS DETERMINED BY THE 19) PRE CONSTRUCTION MEETING NEEDED PR€OR TO STARTENG ANY INSTALLATION OF REGYGtED WATER UNLESS DETAILED CONS IRRIGATION. WITHIN THE R.O.W.R. L-10 PLANTING SPECS. UCTURAL CALCULATIONS HAVE BEEN APPROVED BY THE CITY CITY STR CI INSPECTOR - ALL PUBLIC TREES ARE SUBJECT TO INSPECTION AND ENGINEER. ACCEPTANCE BY THE ENGINEERING SERVICES DEPARTMENT. 8.)SLOPES IN EXCESS OF 5 VERTICAL FEET SHALL HAVE A 2'WIDE - PUBLIC TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT FLAT AREA AT THE TOP OF SLOPE,AND ALL SLOPES SHALL HAVE A 1 PLANS ONLY. az � gyek` ` ARE AT THE TOE OF SLOPE. CONVENIENCE ARE THE FOLLOWING FOOT WIDE FLAT A15.)PROVIDED FOR YOUR C u C ca m©n a Va I I water District E€ I€1� it t 311111 IYI A lL�dtl,t�FW}r 9.)UPON COMPLETION OF INSTALLATION,AN ESTABLISHMENT PERIOD RECYCLED WATER GENERAL NOTES Fathli F A. SAN GABRIEL VALLEY MUNICIPAL WATER DIST. (800)483-3000 PROVED By' sTD. owrc. VANTAGE ill L M D MERITA E HDME DAY CREEK SHALL COMMENCE,AND UPON WRITTEN VERIFICATION FROM THE t�trltA IIgT�I � '„ Fd " INSPECTOR THAT ESTABLISHMENT IS ACCOMPLISHED,AN ADEQUATE JAMES FRET 760 245-0330 CUCat7lol�ga Valley MAINTENANCE PERIOD(TYPICALLY 180 DAYS)SHALL COMMENCE. B. VERIZON ( ) `�+ } { } �t0oB i § 3E (Y 800 427-2200 Water al�i� District SAID MAINTENANCE SHALL CONCLUDE ONLY AFTER VERIFICATION OF C. SOUTHERN CALIFORNIA GAS COMPANY ( ) LEAF-OUT, FALL COLOR,FLOWER COLOR,OVERALL PLANT HEALTH, D. CUCAMONGA VALLEY WATER DISTRICT (909)987-2591 -« 10440 ASHFORD ST. sx��ettice=vRansr tµctgHsSTpEft:3asCrdccAtnRagCnpirs JOHN R P.E.. pIR>CTOR OF OPERA ONs dt DATE r AND WITH CITY COUNCIL ACCEPTANCE OF THE IMPROVEMENTS. € ,� , �ryp ry� Sttr, a of 2 MAINTENANCE SHALL INCLUDE MOWING,WEEDING, IRRIGATION, RANCHO CUCAMONGA,CA.91730 a. cctla aca coca tlrawagalcr�l 9ts o.g tlwg ,na cvwtl atd SOD NORTH PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, E. METROPOLITAN WATER DISTRICT (909)593-7474 Y T: SCALE: N.T.S. FERTILIZING,AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR F. ADELPHIA CABLEVISION (909)983-9895 PROPER CARE AND UPKEEP. MAINTENANCE ALSO INCLUDES ALL DUPONT ST.(PORTION OF REDHILL) CONSULTANTS REPAIRS, REPLACEMENT,CLEANING,AND ADJUSTING NECESSARY TO ONTARIO,CA.91762 800 566-2757 MAINTENANCE RESPONSIBILITY MAP KEEP THE IRRIGATION SYSTEM IN GOOD WORKING ORDER WITH G. CHARTER COMMUNICATIONS ( ) PROPER COVERAGE, REQUIRED PRIOR TO FINAL ACCEPTANCE OF THE 6680 VIEW PARK CT. WORK BY THE CITY. RIVERSIDE, CA.92503 H. SOUTHERN CALIFORNIA EDISON COMPANY (800)655-4555 CIVIL 10.)APPLICATION OF ANY CHEMICALS SHALL BE BY STATE LICENSED 7951 REDWOOD AVE. PERSONNEL. ALL PESTICIDE APPLICATIONS REQUIRE A P.C.A. FONTANA,CA.92336 RECOMMENDATION. B O R T H W I C K GUY B E T T E N H A U S E N, I N C. HUNSAKER & ASSOCIATES 11.)CALSENSE EQUIPMENT SHALL BE INSTALLED UNDER THE -----_ DIRECTION OF A CALSENSE REPRESENTATIVE, PHONE NUMBER Landscape Architecture Planning Urban Design THREE H U G H ES i 1 I I I II iI 760-438-0525. 2444 Dupont Drive • Irvine, California • 92612 lII I 1521.0 I 1519.5 I 1517.0 I 1512.0 I 1 � I RV I N E, CA. 92718 III I I I Ili 1 1515.0 I V 949 - 476 - 8616 T 949 - 476 - 8707 F TEL: (949 583-1010 - III I I I TTM 118709 I 1 � - � C \ ) --- I FAX. (949) 583-075 II 23 I 12 fl I II 1516.3 1510.7 A 1510.3 I 1 Ii - - 13 10 I 22 1508.7 1509.0 I II 1 1514.3 �► I - --- 14 9 i III I LANDSCAPE QUANTITIES CVCA1�1 0 I I 21 1so7.o + 1507.5 I I O ADDED PLANTING AND HARDSCAPE IN PARKWAY 1-19-2012 DF�HF1 I 1512.z -- -- � O 3 _ �I _- -- i �I I DAY CREEK BLVD. QTY. SIZE Q PLANS REVISED PER EASEMENT LIMITS 5-20-2011 I 15 g 1 1 v-� 2 I 20 1505.0 150s.o 1 II TREES 24"BOX I I 15to.1 1 I I GEIJERA PARVIFLORA AUSTRALIAN WILL 18 IRRIGATION CONTROLLER MODEL& ENCL. CHANGED 4-12-20 =t,- V -- -- PLATANUS RACEMOSA CALIFORNIA SYCAMORE 9 24"BOX IRRIGATION FLOW METER ADDED 24"BOX I1I 16 I 7 I _ PYRUS BETULIFOLIA'DANCER' PARADISE PEAR 6 `►1� 1 I 19 1503.0 1504.0 I a/ `y DESCRIPTION OF REVISION DATE , a 1 0 / `� >- 40,951 SF. I1 1 I 1508.0 - -- e II TOTAL PROJECT AREA: I - -- s\� I TOTAL OF SIDEWALK AREA: 3,491 SF. 1 TOTAL LENGTH OF SIDEWALK: 573'LF. FT _ � CITY OF RANCHO C U CAM O N G II 18 i I ts17 1502.0 I II TOTAL AREA OF SIDEWALK @ 6'WIDTH: 3,491 SF. !+-1 12,676 SF. O 0 I L.M .D. TOTAL AREA OF COBBLE HARDSCAPE: 27,416 SF. DAY CREEK @VAN VANTAGE I 15os.o I - 1 Il TOTAL PLANTING AREA: _ 5 1 TOTAL L.F.OF CITY MAINTAINED WALL: 580 LF. S. ,500.4 L.M .D . � TRACT # 18032 SLOPE U ` II I TITLE SHEET 4 I III AA 1499.2 / I 151 150.5 PI 1500.7 O / / i iI p,NDSCgpF RCEE: 53672 I1YRENGINEER I DESIGN PLAN PREPARED BY: REWMM r 13 4 BORTHWICK GUY BETTENHAUSEN, INC. / 1JL1/1/111/1J111/ NORTHCH SCALE: N.T.S. J / / * Landscape Architecture Planning Urban Design �� Signature pR►r� 2444 Dupont Drive Irvine,CA.92612 L_1 Date d� KN TEL: (949)-476-8616 FAX: (949)-476-8707 DRANNG NO. �T9rF �F CAl-�F CHEq(ED M 1-1100 2.�aa-L RB DATE CONSTRUCTION NOTES: 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS 1 i I I I I I I I THAT UNKNOWN OBSTRUCTION AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN 4 REFERENCE NOTES SCHEDULE DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE �.._._......_......_._.._._ ... ... LANDSCAPE ARCHITECT AND INSPECTOR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL _.. .. .. .. .. .. .. NE E S RY _ SYMBOL DESCRIPTION Qn' C S A REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL LAYOUT BY OTHERS SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STA _——_____— I ——————————————— —— 7 I I PERIMETER BLOCK WALL, PER SEPARATE PLAN AND PERMIT / \ I FOR LOCATION OF WALLS SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATIONOF z EXISTING CITY SIDEWALK TO REMAIN. PROTECT IN PLACE FOOTINGS.I ENGINEER'S GRADING PLAN.3. FOR SITE GRADING, SEE CIVIL / 11' 0 I 1 ID COBBLE PAVING PER CITY STANDARD DETAILS NO.542&542-A,SHEET ° I I 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, L-3 I PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO r�p 0 q I I o0°goou� I 3 N 6"CONCRETE HEADER PER CITY STANDARD DETAILS NO.542&534, DAMAGE AND REPLACEMENT OF SAID UTILITIES. ° 11' I SHEET OO 5. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. °op I I REFER TO IRRIGATION PLANS. �OoO I �� I 1 5 ' I o I I TERRACE&DOWN DRAIN PER CIVIL ENGINEERS PLAN AND DETAILS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS �//0 4 N SEE DETAILS Al-A4,SHEET L-3. (FOR REFERENCE ONLY) 1510 . 3 p0 I I I I I REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 7. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 2 N j 8. ALL CURVILINEAR WALKS, CURBS, CONCRETE MOWSTRIPS AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHRE APPLICABLE. ALL FORM WORK TO BE APPROVED BY CITY INSPECTOR PRIOR TO POURING. �— 3 1 I 9. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN _ I I o 11 I ELEVATION SHALL TAKE PRECEDENCE. X I 10. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP. I I W I I I 11. FOR CONCRETE INFORMATION, REFER TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 10 o CONSTRUCTION (GREEN BOOK: EDITION PER THE CITY OF RANCHO CUCAMONGA). REFER TO SECTIONS 4, °° N 11 201, 303, AND 400, AS WELL AS ANY OTHER SECTIONS RELATED TO THE INSTALLATION, PRE AND POST j / ► 15 0 9 . O ° o INSTALLATION OF CONCRETE WORK, MATERIALS, LABOR, AND CLEAN-UP. / °Q° o °2S i C 0o I I �o 0°0 0 ° I o o 3 N o0 0 0 2_ I ,-4 0 00° 00 _ I I �p ° ' o I r 11 ° C IN > 00 °00 I 1 I 1 01 LU I o I � 1507 . 5 0 000 293" I �I oo°O I - r no�o�pOp�o°o°°Oo I o 0 \ `0 0 0 0 0 ' 1 0 11 00 0$00 0 _ I N M r I N 11 /j I 8 1506 . 0 i 'I r I I � 1 o W 3:1 I I 1 N w I I s - ° I � p00 0� 1 c I C INI °Op i i g l N ° .. ........ I 1 / o° 1 o o 7 1' 15 0 4. 0 pro p r - `\ tin 8,-4„ I o r�,\ �00 If IN pg / - 0 0 4 0 q I 0 Do / / o 000 N I 21'-3' If 11 II I O0o oh6 o / o �1 1502 0 °0 ° 3 N II ° o o ° IN $,. II � 'I I 04 rn _ 00 00 000 °o O # I I o �1 p 0° p , I I 2 b I OpgV,oO 0p E pro°o ° 0 0 56'-1" 1 o 00 0 00 0 00 o I ADDED PLANTING AND HARDSCAPE IN PARKWAY 1-19-2012 ti'�� 0 1500 . 4 °0 ° o N III I Q tir-9 PLANS REVISED PER EASEMENT LIMITS 5-20-2011 t'� fA N awv 0 4 �� 2 I�y DESCRIPTION OF REVISION DATE Appp; �0� 00�°�0 0 i o II 4 ` �° ° 000° O I I N I I ° CITY OF RANCHO CUCAMONGA 00 ° I DAY CREEK VANTAGE III L. M .D. 00\ oo o° °o0 1 I TRACT # 18032 n°by I N w 0000 0 - I CONSTRUCTION PLAN ■' ::■ ■ i ATE: � r■ o,. Fw,,.... r ■. I �ANDSCA APPROVED BY: C� RCE• 53672 14log j9D. 2 �{ % ■ — — I �� q CITY ENGINEER / / .. ■ I �� �`� 'y!y �� DESIGN � I NOTE: � �p0 i� � PLAN PREPARED BY: RECOirI ■■ — -+ BORTHWICK GUY BETTENHAUSEN, INC. /:•::• ■ 1354 c� / _ I SEE SHEET L-3 FOR CONSTRUCTION r �� CH / I Landscape Architecture Planning Urban Design 4 DETAILS * signature * DRAWN 24 4e punt Drive 12 \\ ■ I NORTH Date KN L-2 TEL: (9491-476-8616 FAX: (949I-476-8707 SCALE: 1"=30' `rjgT c���P DiEa® ILL.A, to DRANWNG NO. F CF CA1.�F� RB DATE roe No MER-1006.01-03 6'0" A DOWN DRAIN MIN. 101.50 RIM ELEV. t�Nc��T�1-.EAOO�R�Tz�' 2'-6" 2'-6" ��Ea�'�C'�.�M� PER PLAT{ pOIILDER SIZE AND 10'0" TERRACE I.IN LAv.14 M4STALL AT GRADE Mt tLAT SVIALIE LOCATION PER PLAN SHOWN ON PLAN DRAIN Z•IN PLMT&ED CRGsslIt3sl 1n•POLr•FOArJ a. $. EXPANSION JOINT I FINISN r+RADE J ,J 1'0" SEE NOTE 2 RIM ELEV. - I 18" FGR>SG47tCD3f3LE.�s�r6NC tlz•Rarnus 100.00 �` 99. 0 100.00 2,6" F.s SHALL 6E FLUSH WITH SHOWN ON PLAN 2 F.L. FL _ TOPOFCOfi10-1-TEW-I%DEIt 5'0" FpG 18" 1� SCR � " � �`. _... I,�� • : .:d•.. HINGE POINT — ,rANOCH 15N E �� 12 S�N� —I 101.50 5 2,6" FIN SHOP ° 2 I_— i ___ 1 — - 6" 12" 69a MIN. I— ~• —( — (UN LE SSOTHERMSEINSTRUC-1ED) 0 RIM F � � "�.— �� `"-.•-P3RE-eARcaMTmuaus � - 3" OPTIONAL �- TERRACE DRAIN 18' H ADJACENTHAROSCAPE . SEE CONSTRUCTION NOTES JJJ ALL EDGES TO BE 7" 12" 12" 8" TRIMMED SMOOTH FOR PAVED DRAINAGE UNDISTURBED NATIVE SOIL REFER TO PLAN 10'0" 8 ANCHORS DEVICES HEREON -� N 6"x6"—W1.4XW1.4 W.W.F. SEE CONSTRUCTION NOTES FOR PAVED DRAINAGE SECTION A-A DEVICES HEREON N3 • NOTES: 6' TERRACE DRAIN & DOWN DRAIN INTERSECTION NOTES. 1.BOULDER PER CONSTRUCTION PLAN,RECESS AT LEAST 113 OF BOULDERS DEPTH INTO SUB.GRAGE AS 1•PA°VIDESC°RE l°INTSATt4 G`°:C.AN©�1S�EXPAIjuIO.tE IOtNTSATZU''- C�:C: SHOWN,PLACE BEFORE FORMING CONCRETE PAVING,LANDSCAPE ARCHITECT TO APPROVE 6 ' TERRACE DRAIN AO .$`WIDE CONCRETE HEADER T°BE USED ONLY Y Ui�HEN ADJACENT TO Ct TY D,IAINTAINE[3 BOULDERRS lWO SPOT LOCATIONS PRIOR TO INSTALLATION. TURF. 2.112'POLY•FOAM EXPANSION JOINT AT EDGE OF PAVING ABUTTING BOULDERS. Al 3.COKE TO BE 520-C-2500 enIN .HEADERS TQ BE USED AS EDGE TREATMENTSLL TO A COBBLE AREAS,AS AN EOCC 3.ADJACENT CONCRETE PAVING POURED AROUND BOULDER.SEE CONSTRUCTION PLAN. 4 N.T.S. A TREATMENT TO ALL NON41ARDSCAPE LIMITS OF VVO K,AND BMV5EN ALLTW AND 4.90%COMPACTED SUB GRACE. N.T.S. GROUNDC°VERAREAS. PLAN CITY OF RANCHO CUCAMONGA, CALIFORNIA g CITY OF RANCHO CUCAMONGA, CALIFORNIA 4 ww—f-D 9T• - STNIZARD PLAM c5 APPROVED BY, STANDARD PLAN a CONCRETE HEADER ?(534 BOULDER INSTALLATION �•�3 W 11 /� a���, 542—A . `sTY-d:L'aaG;.N[E•It DATE 1,R WITH$">M".a1;.Lh$PC.0 AJF1WION5 M P-WC*71(3 Cx3NSTRUCII4M ��ET I pf £ wt CITY ENGINEER DATE USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET I OF I #`1 R", f'yp R,C.E, 24953 1, V010 kt4L1i HTI, FAT BDE F CAL I .yJAO r+ TMLID"PITARJC1Ri9.".QL.(N,ICtlfarF, Y—011 4 cJ�9 x7 a'hl.x 4"1 r Tl_ 6 X6 W1 .4XW1 .4 W.W.M. 4 OPTIONAL 4 ti 4 " q 7f 4 `�, LNLk'-e FATN COt11�eChE 3" 3 CAS 7 ntllx nnlL FfiR srn L+z-A t1.L:thTE FER kLAt14 3•t!t'i.BOL CGPTH AT - CUGE.Ur K:UOU".E • 1 8„ t�GBtPf•T;r.E ° SEE CONSTRUCTION NOTES A C4,liLHL;,k„tKi} FOR PAVED DRAINAGE . a �C 3 —a ---r�'----� F-- DEVICES HEREON DOWN DRAIN ANCHOR �•CONCfi2=TE BED ".•�:,:3:ETE CLRs CDBnL.tliTuvE GLIi£Atn GOyLY.L' PIN}(s.Wi d ' ox I rf.AN,14't.I X.HAD. •` GUIT:96GVTTER DUE DCfitvLFOR 4'PS:D MOW CSUHB ENIJ GSh4DITiL7LI ��4 BARS-1 -0 G Tr$TD E3b PER CITY STD 534 PLANTER _ (OHME5TME :. AACA 11l4I3.i,.APE SECTION A-A :DESYALIt ---- -_ NATit15CkPE L - JO14 AT RIGJrT AN3LE3?1',r.) NOTES: i T 91x�t.r r iJAX RA0. f 1C15TL*Lu CURD (rA'N4£1!4 ENT)GiX`ta;T1CJt� 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI. ;OT� ,« E�A��T��Tx��� CONCRETE MAY BE PNUEMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE 2.4100` , l CNLI[ tl1�RL" "F� .r'a" 1JO.AJY,RG Lad1t.2'U`.Lv..T'B` GICSSUESTCN.&Mm,IV•ww t1'Al to 04E 1 LAI$Tut. UNIFORM BUILDING CODE. TI.BOULxRSj*"LlarsancltLtL:TnIENT.cc�I LSt4wAII0,Vt:n.EV0LV_11T f_ALL'.PACE S 11MM4 STONE 9 ERlti.BE TILED rttTtt CI.k4 Yr IWILKIAIL I PM!GLrALNI.TO Y:TI PAIII S 01�EG,:t15 PSI PORTLAND CEMENT CONCALI E PAO'TW-PAID0 IS ALLO'!!ED) 2. REINFORCING SHALL BE 6"X6" — W1.4XW1.4 WELDED WIRE MESH (WWM) OR APPROVED EQUAL. ..ASAlAFiGAREAMlP.4oatLP B{a1LBEAPPrrGB,TTErrrrNSPt4TCT r ,,>*TTor•� £LGIN�Ir+1t. IRCMNNING ROat Wd/N. E.FItLAL RESTIN(I POWTION OY ALLL t*CX$TO 4E W4VOVED BY TrE THE CITY INE4'ECT DR. 7.poCkS$HALLDj$j4OITW,ROU4ULD1,ND FREE OFOBJECTIONAELEDS'FIGURATICNSAHCCXXt 1`1CIRONfi94tTkliT. SIO 3. GROUND SHALL BE PRE—WETTED TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER 9.ROCKzOulALL 3"0 Aro;L dvCRA CV1"fm!3L jf'faE I RAND WAWA ES A214 Pm.Ar 6. 9:ttOETtiCAFE;tLOtRC1 PO;LO'N LTRABiE YAIEtRE SLC/Pf.$f•RIST AND N.hMJ,AlN A 2.i 1!!N.AT 4 L 71ltEB WiY<F1N'TItE Ii 5}Y!, PRIOR TO PLACEMENT OF CONCRETE. MOISTURE LOSS RETARDANT SHALL BE USED WHEN REQUIRED CITY OF RANCHO CUCAMONGA, CALIFORNIA BY THE BUILDING OFFICIAL OR ENGINEER. 6 APPROVED BT. RIVER WASHED GRANITE ST104mc PLAT. COBBLESTONES 542 (�CITY EtILItx£'C.R DATL LJ"..,t ASIi1 STANGA.4D SPECIFICATIONS FOR f1;0UC WORKS CCN1IRLJCI*44 3a•CET I Cr I < e e C °.. I .4 12": BEND.' R/W FINISHED SURFACE I16 OF SLOPE rs a #4 BARS PARKWAY CULVERT oa UNLESS ° e` d OWN PER 1MPROVEME leOmsE ° e .° RIM ELEV. __ __ __ LEVEL LINE PLANS ° 29 SHOWN ON PLAN ° I ° N F.L. OF DOWNDRAIN 6" 3" SEE CONSTRUCTION F.L. ---- -----_- " e I d ---- NOTES FOR PAVED �° d SECTION �A—A� SECTION "B— HEREON Bm DRAINAGE DEVICES °� I g" PARKWAY CULVERT {�—� PER IMPROVEME �� 'd AP I I DESCRIPTION OF REVISION DATE CRY PROVED: PLANS ` RANS. oa S� DOWNDRAIN D W CON DRAIN � T AND TAT TOP AND RUCTED RY CITY OF RANCHO CUCAMONGA A d B 8 onHERwisE 10 N VERTICAL HGH TOE OF DOWNN DRAIN. A DOWN DRAIN DAY CREEK @ VANTAGE III L. M .D. ��:> ��• TRACT # 18032 ` A 60• 7 i B PLAN I CONSTRUCTION DETAILS DOWN DRAIN DOWNDRAIN TRANSITION �p,NDSCgp APPROVED BY: DATE: A4 ���� F q,Q CITY ENGINEER ROE: 53672 3 00 �� �OHN Bopl, C',y/ 7d7 NOT TO SCALE N•T•S• � �� � � D� PLAN PREPARED BY: r �p 13 o� CH BORTHWICK GUY BETTENHAUSEN, INC. Landscape Architecture Planning Urban Design SI nature DRMJ 2444 Dupont Drive Irvine,CA.92612 L-3 Date KN TEL: (949)-476-8616 FAX: (949)-476-8707 s�9TF OF CA1 \P DATE _JOB NO MER-1006.01-03 ���� L IRRIGATION NOTES: ALL MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAIN • I LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE THE DIAMETER OF THE PIPE TO BE SLEEVED OR AS INDICATED ATION_SCHEDULE IRRIG ON THE DRAWINGS. CONTROL WIRE SLEEVES SHALL BE OF SUFFICENT SIZE FOR THE REQUIRED NUMBER OF I I I I SYMBOL MAN UFACTURER/MODEUDESCRIPTION QTY ARC PSI GPM RADIUS DETAIL WIRES UNDER PAVING. _.. M HUNTER MP1000 W/ I - -�......._......._ ..._..-.._ -..___.... -......._ L MPR40-12-CV-R 2 ADJ 40 13' 539IL-5 ----- --- - - - - - - - -- L I SHRUB ROTATOR,12"POP-UP WITH CHECK VALVE,PURPLE ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO --- -- M I CAP,MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, --------I- , - ------------ PAVING. � I L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC,ON MPR40 12" POP-UP BODY. PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZE L \;;,�, I HUNTER MP1000 W/MPR40-12-CV-R 29 ADJ 40 13' 539IL-5 SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED SHRUB ROTATOR,12"POP-UP WITH CHECK VALVE,PURPLE M, :>" f I CAP,MP ROTATOR NOZZLE. M=MAROON ADJ ARC90T0210, PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF REJECTION. L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC,ON MPR4012" :., I POP-UP BODY. {� ^ „����. ,, I FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE OWNERS REP RESENTA II t,•;, I HUNTER MP1000 W/MPR40-12-CV-R 1 360 40 0.75 14' 539IL-5 SHRUB ROTATOR,12"POP-UP WITH CHECK VALVE,PURPLE 120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY OTHERS. THE 1510 . 3 :.,. I I C'3 /I I i . j`> CAP,MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, ,�., ,�• z� I I L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC,ON MPR40 12" IRRIGATION CONTRACTOR SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE T O THE K .s- I 11 176 Z POP-UP BODY. CONTROLLER. HUNTER MP2000 W/MPR40-12-CV-R 11 ADJ 40 19, 539IL-5 SHRUB ROTATOR, 12"POP-UP WITH FACTORY INSTALLED ALL SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS OTHERWISE SPECIFIED. CHECK VALVE,RECLAIMED BODY CAP,MP ROTATOR NOZZLE. r I K=BLACK ADJ ARC 90-210,G=GREEN ADJ ARC 210-270,R=RED 8.8 360 ARC,ON MPR40 12"POP-uP BODY. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM „R I I 1�� HUNTERMP2000W/MPR40-12-CV-R 77 ADJ 40 19' 539IL-5 COVERAGE WITH MINIMUM OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. 3/4„ K 1" a SHRUB ROTATOR,12"POP-UP WITH FACTORY INSTALLED '` ^I`'. CHECK VALVE,RECLAIMED BODY CAP,MP ROTATOR NOZZLE. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN 103/4„ R 1":,K I ; I 2 18.7 K=BLACK ADJ ARC 90-210,G=GREEN ADJ ARC 210-270,R=RED CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR I 314 `� 360 ARC,ON MPR40 12"POP-UP BODY. �I 29 360 40 1.47 19' 539IL-5 SHALL LOCATE ALL VALVES IN SHRUB AREAS. 3/4„ „ I HUNTER MP2000 W/MPR40-12-CV-R i 4 �'; o SHRUB ROTATOR, 12"POP-UP WITH FACTORY INSTALLED z: I IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE 1509 . 0 / z, R .;,.�„ ,�; � I CHECK VALVE,RECLAIMED BODY CAP,MP ROTATOR NOZZLE. K K=BLACK ADJ ARC 90-210,G=GREEN ADJ ARC 210-270,R=RED DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION {' oO i 360 ARC,ON MPR40 12"POP-uP BODY. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL COORDINATE HIS WORK -� ';C� :..: "' 0 4 LCS 40 0.22 5'x15' 539IL-5 WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH \ R _E:;;�; E I q �� ® HUNTER MP STRIP W/MPR40-00 I I1/4 SHRUB ROTATOR,FIXED-RISER,MP ROTATOR NOZZLE. WALLS, UNDER ROADWAYS AND PAVING, ETC. _ �_�f�r� ;� _� I LST=IVORY LEFT STRIP,SST=BROWN SIDE STRIP,RST=COPPER ` RIGHT STRIP,ON MPR40 FIXED-RISER BODY. R �-;��� •- :�:a g DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE K ,,� ?'. I ® HUNTER MP STRIPW/MPR40-00 3 SST 40 0.44 5'x30' 539IL-5 FIELD THAT UNKNOWN OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST SHRUB ROTATOR,FIXED-RISER,MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP,SST=BROWN SIDE STRIP,RST=COPPER THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES ( •,:;� ':;<�, " -4.- I 1" RIGHT STRIP,ON MPR40 FIXED-RISER BODY. SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY f M DETAIL L QTY "< t . I SYMBOL MANUFACTURER/MODEUDESCRIPTION REVISIONS NECESSARY. / 1507 . 5 ;;: K I I 11 520/L-5NOT OTHERWISE DETAILEDj z; f` RAIN BIRD EFB-CP-R-PRS D BRASS ELECTRIC REMOTE CONTROL VALVE,WITH PRESSURE ALL PER MANUFACTURER'SEQUIPMENT RECOMMENDATIONS AND SPECIFICATOIO SPECIFIED SHALL BE INSTALLED A REGULATOR I I 4 4 `? Q NELSON 7645 536/L-5 F�^" ;' "•a, ,{;. , 1"BRASS QUICK COUPLER VALVE WITH ACME THREADS FOR REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION. SLOW FLOW CONTROL,WITH LOCKING RUBBER COVER AND IGO . ` ? OT I PURPLE CAP WITH RECLAIMED WATER WARNING. #7641 KEY w-, , E ADV (ANTI-DRAIN VALVES) UNITS AS SHOWN IN THE DETAILS ARE FOR TYPICAL INSTALLATION ONLY AND MAY N .;; Q WATTS B-6400-ss 1 5181E-5 BE REQUIRED ON ALL HEADS. PRIOR TO INSTALLATION THE CONTRACTOR SHALL VERIFY WITH THE ON ELEVATION BALL VALVE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24" OR MORE BETWEEN THE HIGHEST HEAD AND T HE j SUPERIOR3100-RW 1-1/2" 1 5161E-5 LOWEST HEAD ON A SYSTEM, THE ADV'S SHALL BE INSTALLED PER THE DETAIL. NO LOW HEAD DRAINAGE NORMALLY OPEN DESIGN,SOLID BRASS CONSTRUCTION ALLOWED /i R,... � ELECTRIC. NON THE PLANS AT THE SITE PRIOR TO ;> K ,I ` _ I 4 9.6 / I 1506 . 0 I. I WILKINS 500HR(PRESSURE LIMITED TO 90 P.S.I.) 1 5191L-5 CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOW fK 1 PRESSURE REDUCING VALVE(LINE SIZE) COMMENCEMENT WITH ANY WORK UNDER THIS CONTRACT. .�... 3/4" /� '?.. 1�' K FEBCO 825YA2" 1 517-B/L-5 THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE 3/4" - I DU D P ss E B KFL P INSURANCE AS REQUIRED BY THE OWNER. ft 0 K °g I C ET 2000!e-16-LR RRIe SSE-R/SSE-PED/FM 16 1 B/L-5 Q VIT STRONGBOX/SSE-MPS-BASE ° 1 VIT STRONGBOwMPS-A-16-10K INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND PER THE SPECIFICATIONS. CONTROLLER&ENCL.W!METERED PEDESTAL ENCL.&BASE PRIOR TO COMMENCEMENT OF WO .; RK THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT AND i• y; K R /4 1 ,: �< :•.• .: ,� 'K' ° t�F cALSENSE FMA B 5161E-5 COORDINATE ALL INSPECTIONS 1"FLOW METER BRONZE,MIN.FLOW 3GPM,MAX.FLOW 50GPM. f < ; ■ E S-YS-150 5 C/L BE ONSIBLE FOR DAMAGE TO ANY ....... ........ ........ ........ . . _ ... :....... .::�'����� ���= � ��` WILKINS WY EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES CONTRACTOR ?" K j STRAINER SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND UTILITIES. WATER METER 1„ CUCAMONGA COUNTY WATER DISTRICT. 143-153 STATICAMAGE ^., rrs;a�;:• . ,`s<">:. K I PRESSURE. 1,879'WATER TANK ELEVATION. THE CONTRACTO PARTS AT HIS EXPENSE UNTIL THE WORKIMES PROTECT HIS WORK OM D IS ACCEPTED IN WRIT NG BYD THEFT AND THE HE OWNER. 3/4„ Ra tC . *,J,`_ s` 1" / R SHALL AT ALL T IRRIGATION LATERAL LINE:PVC SCHEDULE 40 NON-POTABLE 1,129 L.F. 5321E-5 DAMAGED OR STOLEN a ' + I Q PVC SCHEDULE 40 IRRIGATION PIPE,MARKED AS M FLOW DEMAND NON-POTABLE,PURPLE IN COLOR.ONLY LATERAL TRANSITION THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND THE MAXIMUM . ..;.. r. PIPE SIZES 1"AND ABOVE ARE INDICATED ON THE PLAN,WITH SHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. ALL OTHERS BEING 3/4"IN SIZE. w_... 3/4" R K .arE:; '^' �/ / 5 8 9 IRRIGATION LATERAL LINE:UVR PVC SCHEDULE 40 2,123 L.F. A/L-5 , ,. . ;}-:`;�731;:i.3- :s� THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT MATERIALS AND ;.srf ems; ;; I „ PVC SCHEDULE 40 IRRIGATION PIPE,MARKED AS K 3/4 ;' , rr `ti ''A / M 3/4" 1 NON POTABLE,PURPLE IN COLOR.ONLY LATERAL TRANSITION RUBBISH INCIDENTAL TO HIS WORK. I� \ ,' 3/4 � r, / PIPE SIZES 1"AND ABOVE ARE INDICATED ON THE PLAN,WITH \t /4„` K \7.0 ALL OTHERS BEING3/4"wslzE. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI FOR TWO HOURS AND SHALL I 15 0 2 . 0 K "'l \ IRRIGATION MAINLINE:PVC SCHEDULE 40 NON-POTABLE 585.7 L.F. 5321E-5 BE PROVEN WATER TIGHT. /4 K '#";';ls` r; ;. / PIPE SLEEVE:PVC-CLASS 200 NON-POTABLE 572.8 L.F. 5331E-5 I R G c t, :: I TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPE SLEEVE SIZE ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR : ., . T7 9.9 t ~ . ? <4 '= •.: SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 11 : / COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL. ;; EXTEND SLEEVES 18 INCHES BEYOND EDGES OF PAVING OR CONSTRUCTION. (2Xthe size of pipe being sleeved) ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF CALIFORNIA AND LOCAL CODES. 1 » $ 21.5 Valve Callout 44 Valve Number # #�--Valve Flow Z- L 19 201 14" #11 Valve Size Q ADDED PLANTING AND HARDSCAPE IN PARKWAY :,.... ,, `�3/4" R t. I 5-20-2011 i r > ! { Q PLANS REVISED PER EASEMENT LIMITS L f .qa,:�•f.3�j• lC�:i:.'`i: \.lZ:�, .:C.t i I K 1 IRRIGATION CONTROLLER MODEL&ENCL. CHANGED 4-12-2011 1 IRRIGATION FLOW METER ADDED 1500 . 4 10 VALVE SCHEDULE DESCRIPTION OF REVISION DATE , , p; K V R = ?: ?fkaS<),,. 4s:�k. M 1" SIZE TYPE WIRE PSI PSI POC GPM HEAD ELEV PRECIP NUMBER MODEL I 1 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 463.8 51.84 8.78 15.00 ft 0.22 in/h CAMONGA ,'<: 34..:. L` =' CRITICAL ANALYSIS RANCHO I' I I 2 RAIN BIRD EFB CP R PRS D 1" SHRUB ROTARY 453.9 54.97 18 68 10 00 ft 0 22 in/h CITY O F RAN ;,.., . I 3 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 387.9 51.03 6.95 15.00 ft 0.19 in/h Generated: 2011-05-20 14:46 DESIGN ANALYSIS O ,� .:,., , 4 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 294.7 49.88 9.60 10.00 ft 0.19 in/h Maximum Station Flow: 21.46 gpm RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 210.5 49.55 8.90 8.00 ft 0.22 in/h E III L.M .D. DAY CREEK VANTAGE M BF Flow Available at POC: 37.50 gpm 5 �, ��. M :�,�Y•;c„;,•.:z,,,,_.'..•: I P.O.C.NUMBER:01 6 RAIN BIRD EFB-CP-R-PRS-D 1 SHRUB ROTARY 186.1 48.62 7.02 10.00 ft 0.20 in/h M , �;; ,E,; . M I Water Source Information: Cucamonga County Water District. Residual Flow Available: 16.04 gpm 7 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 172.7 61.65 9.87 25.00 ft 0.23 in/h 143-153 static pressure. TRACT # 8032 8 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 163.7 62.50 21.46 22.00 ft 0.25 in/h r' ,..�. '.`' Y•`' ` : I F I 1,879'water tank elevation. Critical Station: 8 �` ..,�,� �, ; .;: :.; •, 0 9 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 101.7 57.18 14.78 20.00 ft 0.25 in/h �. G. R 'r 'i ;x I I Design Pressure: 40.00 psi I /f K ' s. 10 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 91.8 48.07 8.68 8.00 ft 0.20 in/h FLOW AVAILABLE Loss Loss high head to valve: 5.53 psi 11 RAIN BIRD EFB-CP-R-PRS-D 1" SHRUB ROTARY 473.2 42.78 1.76 0.00 ft 0.53 in/h IRRIGATION PLAN Pipe Loss Critical Head: 5.58 psi Common Wire 585.7 f, `, r 4 Water Meter Size: 37 5 Loss Fitting Factor: 6 ps i I° ' Flow 09Pm i APPROVED � ` 1 R through psi APPR DATE: • Loss th u Valve: 6 84 ' R Pressure Req.at Critical Station: 62.50 psi LP APF � �• RCE• 53672 i I© PRESSURE AVAILABLE q CITY ENGINEER 14 9 9 2 7r. m •i i i i� i -_ /i I Static Pressure at POC: 90.00 psi Loss for Fittings: 0.55 psi 3 ��� �OHN BpRT �cti Elevation Change: 5.00 ft Loss for Main Line:I Elevation: 5.49 psi �5 0c�2� Hey i� DESIGNPLAN PREPARED BY: REC0�1 / �` ! s for POC to Valve evation: 0.00 psi .J _. /' i` - -�'"'" I Service Line Size: 1 1/2" Los e� P Length of Service Line: 20.00 ft Loss for Backflow: 12.27 psi 14 -� CH BORTHWICK GUY BETTENHAUSEN, INC. I Landscape Architecture Planning Urban Design Pressure Available: 87.00 psi Loss for Master Valve: 0.53 psi .::. �' .•�` I Loss for Water Meter: 2.64 psi * Signature * DRAWN 244 Dupont Drive 2 Irvine, e,CA.92612 Critical Station Pressure at POC: 83.98 psi I� � KN iEL: (949)-476-8616 FAX: (949)-476-8707 L-4 NORTH Pressure Available: 87.00 psi Date ' I SCALE: 1"=30' Residual Pressure Available: 3.02 psi NOTE: RAWING NO. SEE SHEET L-5 FOR IRRIGATION DETAILS sT F o�\ R.I.A. 9r CF CALF RB DATE _JOB NoMER-1006.01-03 2.�0�-L. HARDSCAPING(SEE NOTE 4) TO SPRINKLER-ANGLE PIPE TO a SPI;CiFIEO DEPTH WITH 4S'ELLS "SNAP-TTTE"4VATERP€LOOF :'�' T• + `« 4 a •,• CONNECTORS OR EQUAL :,:�"' :+ j. +, ;«•` ;•.� CARSON MODEL 91010`ROUNb SCH 40 PVC MALE ADAPTOR SAINPR3( rU 2+ E CAP) SAM O 1 PURPLE CAP 0" 12"b1AtAETER CLEAR - - - --- PURPLE BOX VAT14 LID ETCHED STRUCTURE OR SCH 80 BRASS UNION ELECTRIC CONTROL VALVE%MTIi SET T01l4"ABOVE FINISH . - ._..,� _= 'QCV`AND STAINLESS STEEL BOLT. HARDSCAPUNO SSr OE PRESSURE REGULATOR GRADE OF SOtt, MULCH PER CITY SLUE PVC NIPPLE RAWBIRO:EPD-CP-NP+I4NPR5-D STANOA O TAPER } I ) I I FINISH GRADE CARBON MODEL 1220.1214"A21` FINISH SOIL GRADE AWAY FROM HEAD _ _ s -s t �, AT GRADE IN TURF AREAS iv G'MttJ, �► a. VIOLET I LAVENDER WITH LID MODEL , -I I I I -"I I " W IN NOWTURFAREAS IV'MAX. TIED u9 3 1220.4 WiTH STAINLESS STEEL BOLT BF L'LAOft m x (DR APPROVED EQUAL) ti t I-I � YYATL7ie iiQOF ALL N1R1 w AND ETCHED WITH CONTROLLER 1" :•..: .ti..: c.<. aI I I� +CONNECT 0143 AND VALVE SEQUENCE f ~ CLEAN BACKFttt-SEE + +�,.,r IRRIGTION CONTROLLER WI [SPECS.FORMATERIAL _ - - ,_" + • P7t}TAIL17tPANStO'J Z4"hilN. .1 � )�[+ �rfl0°A GOJ�IPACTION Rr:aU1RE11 -rTl.�_- yy �^�( H FINISI I GRADE E1 [M S PR GVir FM MV a+ II I I ; 111•�'� (• I 1I{; =I i I""' 1 11=-i i 1• NELSON CC'J WITH I I- VtOLk7I Lot NgE.l4vATH I.tq MODEL "m ( i -� _ 14"ANC STAINILESS 8'TEEL BOLT, I PEACE AT GRADE IN TURF AREAS I--' PROVING A MIN. A SAND MO EL 78445+PURPLEKING 14 CAP .(1 SIDEWALK I(I I BEDDING AND SMADDIN(3 NELSON#7541 QN 6. � � AND 3 ABOVc iN PLANT{3CM � . . . �" AND 1 HOSE SWIVEL - ' y a_ ?,' PICA TAiLEXPANSION ( ) `I{ I PIO TAILEJfPATJ�uI(tIJ ac .,. ''1= W WATEER METER,CVWD STANDARD Tn -�-I ....I I 1 � 2 Id50p,M1N.2A LONG) LOOP(MIM 24-LONG) S:STRAINER,STD,DWG.NO.517•C. 1 STAINLESS STEEL ! ,. . . . .,', '. . .'Y.._..p. . . . .,�.-,'.', , : .'. I L�.1� SCREW CLAMP � RECYCLED WATER PR.PRESSURE REGULATOR.STD.DWG.NO,519. =i I_ I I J MINIMUM(3)PLACES -�� � SCOTCH LQK EPDXY Ftl t,f U� � ,,,._,WARNING TAG I CONNECTORS FOR ALL FLO1 J t3V:GATE VALVE,STD,DWG3,NOSY$. - - CONTROLIMRE SLEEVE- = SENSOR WRE CONNECTIONS. ?. OMITE, � �� (SEE NOTES) � BF:BACICFLOW,STD.DWG.NOS.517•A&517•B I-_I(I 3!4'WASHED x (COMMON) SIZE PER PLAN INSTALL to CRUSHED p:*. a v. w.a INSTALL SCOTCH LOX$ BRASS ANGLE VALVE V1'! SCH 80 PVC NIPPLE v-,v n > a e a IMME t)IAT[I Y AFTEii UNION USE CHAMPION (MINIMUM 2+LONG) QC:QUICK COUPLER.STD,DWG.NO.538. -.I I I J= ADJACENT TO PRESSURE AGGREGATE BASE +Y. � �z ?b D 4 +r°�44 INSTALLTELY O R BLUE; z FLOW ANGLE VALVE WITH UNION Fh1;FLOW METER.STD,DWG.NO.518. tv - : : SUPPLY LINE aar.,ap t;► v aq a L WMErE . UP 14 MODEL 300(V-2")hV.MASTER VALVE,STD,MY0.NO.516. .�:W. '�- awIR � to - ► s a 3W WASHED n. e.u ° ° ,n:.ue d'.,; SCH$O NIPPLE-B"LONG PRESSURE SUPPLY LINE SCH40 BRASS NIPPLE - -- -- RED dq - --" SLEEVE-SIZE TWICE I -III_ „J 'a� b, CRUSHED AGGREGATE III ICI I i- DIAMETER OF PRESSURE SCH 40 GRASS NIPPLE " BLACK �"° T SCH 40 PVC NOTES: I [---- SUPPLY LINE 24"LONG �1N MASTER COIyrI2CiL a.art. try t�{ .; A SCH B0 PVC NIPPLE T X T 90 ELL ..>r VALVE. .+ ' o-� j41 PAARLEX 00°STREET ELL 6•TYP. � SUF'CRIORAi01)eL �: � SCH 80PVC GouF'uN1; 1.QUICK COUPLER TO BE INSTALLED 2 FEET DOWNSTREAM OF LAST ELBOW ON BACKFLOW. -0., ,, � 3100.Rw(1-,2) NON-PRESSURE LATERAL _ s-- �' uA»ILvEOtaMETEA 1r4•y+tpShm CAUsr CONTROL&COMMON WIRES 2.THE HORIZONTAL DISTANCE BETWEEN DOMESTIC WATER LINES AND,RECYCLE!?WATER LINES FLOW METER sarnE A$FLG?l1' AGpREf7ATe TOee MUST BE 10 FEET AND THE VERTICAL OISTANC--MUST BE 1 FEET. LINE SLEEVE-SIZE TWICE � . METER$1T.F DIAMETER OF NON•PIR£SSURE .....•-< � -... ... ........ :: ,..._�...�_-.- MAfLLEX Ih'1°ELL 3,IF A RECYCLED WATER LINE MUST CROSSOVER A DOMESTIC LINE.THE RECYCLEDWATER LINE a•tNf LolJr�r atua "..... --- LATERAL LINE a Ai<:INUNI!DAMIFTER VASTER YAi vE V0X, NON-PRESSURE MUST BE SLEEVED TO[DCTENLI 5 FEET 4N BOTH SIDES OF THE PIPE_ SCH 40 BRASS 90 ELL $AME A8 PLO%V' NOTES: 41FTF.R 5�; LATERAL FITTING 4 IF THE MAINLINE RUNNING FROM THE WATER METER TO THE STRAJN!*R NEEDS TO PASS UNDER 1. ALL SLEEVES TO BE SCH 40 PVC. n a M INVAL04 01STANCE DOWNSTREAM OF SCH 80 PVC 90 SCH 40 BRA59190 A SIDEWALK,TYPE K COPPER LUST BE USED AND EXTENDAT LEAST 1 FOOT PAST'THE SID€1rVAL1G UNINTERRUPTED PIPE OX DIAMETER � NCN•PRESSURE LATERAL LINE BEFORE CHANOtNO TO PVC_TYPE K COPPER MUST BE COVERED VXH CHRISTY S PURPLE 2.EXTEND ALL SLEEVES 12"BEYOND EDGY�HARDSCAPING AT BOTH EMIOCa. � STREETELL STREET ELL OF FLO'A!METER SIZE) BRASS NIPPLE POLYETHYLENE WRAP. 3.ROUTE SLEEVINO AROUNDHANDICAP RAtiM1'S. PRESSURE SUPPLY 1Tt4 RET3AR STAKE NOTES; SCH 80 PVC SXSXTTEE PRESSURE SUPPLY LINE hi 11I41UNI DISTANCE UPSTREAM OF NOTE; S,IF THE MAINLINE TURNS SO DEGREES FROM TH E WATER METER,CUCAMONGA VALLEY 4.PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY SIT).PLAN 120 pg LINE FITTING (24•LONG) � LlytNTERRUPTED PIPE(i RX gg 1. INSTALL CONTROL VALVES A MINIMUM OF 1Y FROM STRUCTURES OR HARDSCAPING. rsl 1.LOCATE HEAD 2"TO 6•FROM WALKS,CURBS,HARDSCAPING. WATER DISTRICT RECOMMENDS THE USE OF BRASS NIPPLES AND 60 DEGREE ELBCNJS � (24 MdIJN.TO MAX DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION). a � .DAMETER OF FLOW METER SIZE) 3 2. INSTALL VALVES IN PLANT BEDS WHEREVER pOSSJBIE NEXT TO 8�EWALKB. MOW STRIPS AND EDGES OF IAVJN- TO AVOID HOH WATER PRESSURC DAMAGE TO PVC FITTING$, ~ G.NNIMME NUMBER OF GLUE JOINTS UNDER STREET. A PRESSLITYE SUPPLY LINE � i OTES: � 8. PLACE VALVE BOX AT RIGHT ANri FC TO STRUCTMJRES OR W4RDSCAPING. N 2.US-E TCFLON TAPE ON ALL MALE THREADS. 6.USE MAXIMUM LENGTH OF PIPE POSSIBLE TO MINIMIZE JOINTS UNDER HARDSCAPE. 1. &IAXILtiZE D.STAtICE DrT444E•EN F LWI NtETERAt.D Lt STcR VALVE. 4. PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. 3.INSTALL HEADS WITH INTERNAL CHECK VALVE AND PRESSURE 7.COPPER LINES MUST BE SLEEVED WITH CHRISTY'S POLYETHYLENE PURPLE PIPE NOTE: 2. IN MUt.TIPLI!FLOW ME M A M:V',WSTALLATKY4 LIAXP.1IZE TrIE 01 TA�IcP 6 ATTACH PLASTIC IDENTIFICATION TALI WCfH APPROPRIATE CONTROLLER AND � COMPENSATING FEATURES PER THE IRRIGATION PLAN. ENCASEMENT AND OR WRAP FOR RECYCLED WATER PART*EX-TA.ET-2•PRW, � FRt1:MTHE"TEE'TO CACti FLOW'METt iz TO M;psM12ETURCULDICt. � VALVE NUAt�ERTO WIRE(N9JDE VALVE BC?J( Ls 4.HEAD CONRCGTION AT BOTTOM INLET ONLY. .M 1.PLACEAGGREGATE PRIOR TO INSTALLATION OF VALVE BOX ri 3.. MASTER VALVE Atlt)FLO:VItETCR i tU5 t 1 tA+�C RC.^.YCLED VJITER TdCw J' $.ALL VALVES MUST 14AVE RECYCLED WATER VALVE TAGS(CHRUSTY'S PURPLE MODEL NO.ID•MAX•P2-R0009) (CHR14-T 'S PURPLE t.MOCEL NO..IQ-LIAX-P2-Rt�0091� ATTACHED TO VALVES.ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA. CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY` OF RANCHO CUCAMONGA, CALIFORNIA 2 CITY OF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA AEV ROVEo ➢� 3TANDARD PLAN APPROVED Sy. STANDARD PLANT "APPROVED 8Y. Je APPGTTrT P YY 2 APPROVED HY, % POINT OF CONNECTION (P.O.C.) 3TAND40 PLlW 31ARM01 rKx+ REMOTE CONTROL VALVE WITH STANDARD PtA't APPROVED Dr, STANDARD PLAN �.,�.b TYPICAL SLEEVING QUICK COUPLING VALVE FL01Y �lI:TIrK INSTALLATION _ �'I�' 9 POP-UP SHRUB SPRAY HEAD 539 «- ,,,,,,,POINT NEW LANDSCAPE SITES 526 w 533 r, s',3'd 536 ,,� 510 �13 SHUT-OFF VALVE & UNION 520 ! `INEIrH DATE USE WITH STAWARO SPECIFICA>W04 FOR FUSLIC-AM$GX 1MAUCTION tNECtt DATE USE%Wk STM ftU4b SPECIFICATIONS FAR PU91.4 WORKS CONSTRXTIOH GI7f" tttCR TTY x �11♦1TR „- ,p�•E, ..___f3IrT __._. SHEET I OF I R.C,E, ..D SHEET 1 OF I R.CE. S�QT2 DATE N`.alr]PITH 5TAWMRO S;KCMh'n0mS FOR PuBL'C WORKS CWSTRI'CTID4 $Hai t W I tK I'ATL uT.$'Mi11:7hKD+Ro S OCri+CXTI FDR FtIDUC#"KS 0M&'MtCf4N w-E8 ahTE (15L thm 5TmaAro SPECrrAmol*FOR Pjax Vows CgN$TR(10E1CN Is.'y-EtG1taECR �aTE U;E WITH STML1tiRp SPECIflCr'770vd4.FOR FWUC tMCAKS C4N5TRUCiWN RCf 53372 S!4it 1 or I a Rtf 59972 KIEET I OF 1 /LCE. 1."v ,� SHEET I OF t v� ENCLOSURE MODEL PER SCH80PVCUNIOH IRRIGATION STEEL r------.-.-_.r..... - BACKFLOWPREVENTER BE I 1 ASSEMBLY 1 PVC PIPE(ON GRADE)ANCHOR COAST GUARD SHACK I ¢ REBAR 10 FT. O.C. CARSON MODEL 1220.12 14'SQ1• SIZE DEPENDENT ON `�t --- ---- I LINE VALVE(2)PLACES CARBON MODEL 1220.12 z I PURPLE WITH LID MODEL mm BACKFLOW DIMENSION I / ( � t7 14"x 21"VIOLET i LAVENM7NR I AND STAINLESS STEEL BOLT + Q PVC COUPLING (CARSONOVER ETC HEQUAL) INER" I 1 ' ( STAWITINLESS DEL STEELB12204, (CARSON OR EQUAL) CLOSE NIPPLE ( 1 � I z Ia STAINLESS STEEL BOLT, w COVER ETCHED"IRRLG ATION GATE' w,DRAIN -rP _ ,1 t lydtSH UitAu' FINISH 4RAOE I i 1 j (CARSON OR EQUAL) 1 O HOOKED#3 REBAR INSTALL TO A DEPTH OF 24" A Ta z „ - - I `'• I ¢ iry FINISH GRADE I ITt10Ai.FR � _ B'THICKX12 MJIDE I I � •�,r� ;f./;• �° •�"�C� _ _ PVC SLEEVE REQUIRED *-- ---*41 PVC 001-*'L Tt •.•, w, CONCRETE PAD I * I FOR PIPE THROUGH " 4O OMIT --- - _ LENGTH VARIES PER I I (-I(I' I ICI I� I I I: '_'.I I � CONCRETE PAD O5 FINISH GRADE i I I=I I I FI I F S(LOPETTODDRRAIC�'IATR) i 17 I _ FINISH GRADE 1_. MIN.29b , :.. ► ► I WATTS S _ USE# 7T5 B�`>4rGS .i I I I- �I .:►a •'. e rj l BALLVAi.U?=FOR tJ2 1 111 W1,0 I___I II m STRATNERWiLKINS s'� +•. �:� �; 90%COMPACTiON I RE$OE"TVkEDGE-2"f3R LARGER Y.T i �., *' CLEAN BACKFILL SEE WYE S-YS•NDED"6) I REQUIRED ( WAM*3 R74• W t2'-G'I Ell t�. 4 III [-u_I 1= RECOMMENDED - �,/ .. -- SPECS,FOR MATERIAL. 1 I L-I I NIPPLE-TYPICAL l 90`r6 COMPACTION REQUIRED -ITT ILLL PIPETOEACKFLOW (2)PLACES G•F .FOF(RTcDI^tt " ` - ' flEG:YCLEDSS'ATIJt GIATEiIALt'C �� ' 1 2 -III I I--- PIPE FROM - 3" 9- REGULATOR � � _ � VtARNING TAO EPDXY COATE£I L� �VALVE I I u � �. w AUY.. _ - .I�-T� I OR PER �- ADAPTOR C MALE to IIJI w METER 18"MAtJ. _ SLR!*NOTES ` NON-PRESSURE LATERAL LINE: - - - s W As• PURPLE SCH,40 SNAKE PIPE iN LOCAL CODE J�=m - r" j •` •- -I t I I t-- TRENCH _ - FL01N .. _ = I ° � • I I LiNE TO SYSTEMS . 1 3, 3" I Ili l- „.. A4iYASHE(aGRA'�'EL------+: n: It 0 "�."' ,° '> PVC3011Au [t (!'., °n SPTiNK1111LAtERAL. PRESSURE SUPPLY LINE: �- - FROM WATER FLOW I _ 0 w PURPLE SOW.40'CL.315 SNAKE SOURCE PIPE IN TRENCH - TO METER , • .( I II II ICI Il ® - _ V _ � ELBOW TYPICAL (2)PLACES = CONTROL WIRES-BUNDLE «y{.�r•6+ lA.� ;k I .a 1� 1 ANI)TAPE AT IV O.C.AND -ID RIGID PIPE AND RELATED FITTINGS INSTALL ADJACENT TO _ a �'�' a^b -�- SHALL BE PER CUCAMONGA VALLEY W [ od S PRESSURE SUPPLY LINE 2 �- e o �p1W CONTRACTOR SHALL VERIFY FY WITH 5 I I I --I I I I III-I r I=I I = :� ll1jj ¢ 1 I I I--I I TYP. PROVIDE 6"MIN,OF SAND _� � b'o•"Q a o' ��•�; L � CV NJD PR TOR TO CONSTRUCTION, BEDDING AND SHAM40 T -- t \r-LA'i NOTES: '- 1. INSTALL PER LOCAL CODES. 11A'ibA%IED CRVStI V 3rC WASHED CRUSHED .S 2. EQUIPMENT TO BE INSTALLED ATA MINIMUM OF24"FROM ANY NOTES, AGGRE€TAIESASE AGIGRE13ATE BASE I STRUCTURES OR HARDSCAPING. 1,PLACE AGGREGATE PRIOR TO iNSTALLATIOhJ OF VALVE BOX, NOTES: 3, WHEN UNIT IS NEXT TO A STRUCTURE{WALL,BUILDING,ETC.) 9 2,INSTALL CONTROL VALVES A MIN.OF 12"FROM STRUCTURES OR HARDSCAPING, 1.PEFM OF SUMP SHALL BE PER$OIL CONDITION OR T I.SII I_ END VIEWNOTE: MOUNT TEST COCKS ON OPEN OR 14ON•STRIJCTLIRE SIDE. 3 INSTALL VALVES IN PLANT 13EDS WHERE EVER POSSIBLES NEXTTO SIDEWALKS, 1,FNvURE A MINIMUM OF 6"CLEARANCE FROM BOTTOM OF STRAINER TO THE CRUSHED cL 4. ORIENT UNIT PARALLEL TO STREET. 4.PLACE VALVE BOX AT I21G11T ANGLES to STRUCTURES OR I IAItDSGAPIh N 1,PIGTAIL AND LOOP CONTROL'61UiRE AT 80°CHANGES IN DIRECTION, AGGREGATE. S. SCREEN UNIT WITH SHRUBS WHENEVER POSSIBLE. S.ATTACH PLASTIC VALVE IDENTIFICATION TAG Mni APPROPRIATE CONTROLiI R ANO 2.PRESSURE SUPPLY LINE:2 IWAND SMALLER 18'MIN..DEPTH 2..STRAINER CAN 6E PAINTED PURPLE WITH RVSTOLEUAM41961 AS PER CUC,9=NGA VALLEY � 6. DIELECTRIC FITTINGS ARE REQUIRED FOR CONNECTIONS OF � VALVE NUTADISR INSIDE VALVE BOX. 3"AND LARGER 24"MIN.DEPTH WATER DISTRICT, � DISIMILAR METALS. 7. VALVE PER STD.5I8 REQUIRED BEFORE BACKFLOW PREVENTER n $,MODEL ++LUST HAVE RECYCLED WAT#NING.TCL(PURPLE) 3 ARMY' PURPLE MODEL NO,IO¢MAX•P2-RCp00♦ONLY WHEN RECYCLED WATER IS AVAILABLE AND CONNECTED. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA d CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY Olt' RANCHO CUCAMONGA, CALIFORNIA y � CALIFORNIACITY OF RANCHO CUCAMONGA, G d APPROVED By, APPROVED)T't, - _ '"A"WZVED BY, APPRCvru]IT, T ,� ;y PVC PIPE ON GRADE srANDARD PLAY STANDARD PLAY REDUCED PRESSURE BACKFLOW 3TARDARD PLAN ISOLATION VALVE $TANYRIF PLAY CK•-�Qu_'4g-I" I I + SUMP ATYPICAL TRENCHING STRAINER 510 `/ <<' 'TREE BUBBLER 13G1� -- 3 oY smaller { N.T.S. St 532 1 'I,�U 517-C s PREVEI�tTER-TYPE B 517-B `� jy� -C11'i"CN,.IeLEER DATE WE.W"STAN3011)SPECIF1CATi015 rOR PUOUC=K2 CDNSTRt1CTIOt# � NGUFCIt DATE USE WITH STANCARD SPECInrATIONS rOR PUBLI;WOMCS CON57'Si UGT10N � INEER DATE R. WG;f�E'� T ^' '.. -I` 5 -RZ.E SHEET I GIF I Rt9. 63672 SHEET I OF-1 t.SE WON STANDARD�'ECtF1CATIC'+s" FOR PUEt.iG WCflK" CONSTRUCTION DATE 'L�s£YIiTN STit>€71�SFECF'ICw11�tt3 Fs'aR PUO'SIC�IYCPC43 Ci'X•iSTwGlC11cH ;,. ET I Er 1 'ri Iir 1:`}:.II'I�'.2 kI472 RICE. 53�2 SHEET I Ci' f Rfi.G �3€�1t -� DATE lr,4"Wt'.H ST'A:•C'U,RO"�PEGEL�hYuNS:roR t''L{3111: WDkXS'•�oNST�t;CT1Cld 1 ANCH(XR ROO (TYP.) SCH 80 PVC UNION LFFT VIEW FRONT NEW RIGHT VIEW :at CARBON MODEL 1220.12 14">r71" f-- 20- --I [-- 18- --I I- - 20- ---I I- 14" -I VIOLETtLAVENDER SSSITH LID BOLT, -m 122D.41AtTHSTAINIESS$TEELBOLT, I� fig• 1Y COVER EMMED=PR133UREREOULATCIr I I-- 12- --I �+� (CARSON OR EQUAL) O �� FD'CSII ERA= O2 I� 14" ougng s2 A 38• ELEVATION PLAN VIEW PLAN VIEW 3 O 52" 1" o o 1 I 35- ANCHOR ROD F (TYP.) ona.T Mumes - RECYCLED WATER I tt a 11 14- 20' asmm WARNINGTAO Off` - (SEE NOTES) _ s PRESSURE REGULATOR °1' `�'� IRRIGATION CONTROLLER MODEL& ENCL. CHANGED 12 2011 III III = IIII�II� `"°"' •' " � 4- - LLI MEW SSE-MPS BASE pipa TO 11= PIPE FROM - 3" r - PREVEN ORJ IRRIGATION FLOW METER ADDED STAINLESS BASE IN CONCRETE PLAN VIEW PLAN VIEW ELEVATION :. _ - DESCRIPTION OF REVISION DATE CifY APPROVED: FLOW �• '- i CITY OF RANCHO CUCAMONGA 1. STRONGBOX METERED ENCLOSURE 6. FINISH GRADE. I �� - STAINLESS STEEL NEMA TYPE 3R t - al ! �" �" r�pr'p • �r� '�`° DAY CREEK VANTAGE III L. M . D. MPS-XX-XXKAIC 1-800-729-1314. 7. UNDERGROUND SERVICE. 4' "t t?,•: I 6'� �� tl'4' T �� 2. METER SOCKET WITH TEST BLOCKS. 8. 3/8" STAINLESS ANCHOR BOLTS. 0 3. LOAD CENTER. 9. SSE-MPS BASE IN CONCRETE. C �_�~ r TRACT # 18032 14 WASHEDGRLI9MEI1 PLAN VIEW PLAN ViEW PLAN VIEW .USE WRICINS i.G£}=600 HR(I 39 AGLGREGLITE BMIF. 4. LANDING LUGS. 10. CALSENSE SSE ENCLOSURE CONTROLLER STATION COUNT AS SPECIFIED IRRIGATION DETAILS 5. POURED CONCRETE BASE - 6" �i NDrEs:MIN. THICKNESS - EXTEND 6" 11. CALSENSE SSE RISER PEDESTAL NOTES; BEYOND OUTSIDE DIMENSIONS '' ::�"+ 1,ALL PLASTIC PIPE TO BE INSTALLED ACCORDING TO THESE OETAIS, OF ENCLOSURE WITH 1/2% -y > U LESS OTHERNR:,E NOTCD OR DETAILED. 1.INSTALL CONTROL VALVES A N Of 1T F'R{Md STRIICTURESORHRRtY*rCAPMKi SLOPE FOR DRAINAGE. - 2,THE PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS 2•INSTALL VALVES IN PLANT BEDS MIERE EVER'POSSIBLE NEXT TO S�1�LKS. $HALL HE42D.G700000NCRETE. 3.PLACE VALVE BOX ATRIGHTA,NNGII.ESTO STRUCTURES ORHARDSCAPiNO, �,p,NDSCgp APPROVED BY: �.�- �= DATE: 3.ALL ANCHOR RODS SHALL BE CALVANIZED STEEL,MINNU6t 112INCH 4.PLACE A00REI E PRNJR TO INSTAUATKIN OF'VALVE DOX. F'9 CITY ENGINEER - = RCE: 53672 '11 DIAMETER,AA'KS AROUND RIPE, S.ATTACH PLASTIC IDENTIFICATION TAG 1PdPTti APPROPRIATE CONTROLLER ANDLI VALVE Q 4.TtIRUSTBLOC+GSSHALtBEUSEDFORPLASTICPIPES{P41TH3• 6.ATTAC1�IRE CLEDWARRNIINGi TAG(CHRISTY-3PVRPLEI:MODIwI NO,IDAIAX.P2•RC03) �INSIM VALVE BOX � JOHN BpRT � � PLAN PREPARED BY: DUIf 1ETErt lAftR. I. ` ONLY thM4EN RECYCLED WATER 13 AVtU1.A13tJ:.ArTD CONNF.CTEO, LLt PLAN VIEW � 13rA � CH BORTHWICK GUY BETTENHAUSEN, INC. SSE-MPS SERIES CALSENSE METER Landscape Architecture Planning Urban Design CITY OF RANCHO CUCAMONGA, CALIFORNIA Sign ture PRAWN 2444 Dupont Drive 0-200AMP 1 PH OR 3PH :u CITY OF RANCHO CUCAMONGA, CALIFORNIA * a � * Irvine,CA.92612 B Q � Dri THRUST BLOCK STAMDUD PLAN AFPROvca an STANDARD PLAY Date KN TEL: (949)-476-8616 FAX: (949)-476-8707 L_5 N.T.S. 1{ '% v `/!2J FOR PLASTIC PIPE 54fi "'•18'a PRESSURE REGULATOR VALVE 519 ��9�F ot��`P CFIOCKm R.L,A. NO DRAWIN�i N0. RRF CITY ENC 3, DATE IJSL WiTH STAN7AM SPECInCAT10NS FOR PUBLIC WIX't11S CONSTRUCTION SHEET I LF I t�ER ✓ MATE USR WITH$TA►,DAM SPECF1CATIONS FOR PLVU0 WkO MNStTMUCTXkt ���_53 519EET I t �F C RB QAI� JOB NO MER-1006.01-03 TING _ _ i I P11.. N CONTRACTOR SHALL NOTIFY THE CITY AND LANDSCAPE ARCHITECT OF SITE I I PLANT SCHEDULE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. II II I I I I BOTANICAL NAME COMMON NAME SIZE QTY DETAIL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND RE-INSTALLING I I TREES � IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED P ER - PLAN AND SPECIFICATIONS. ...._......_...__..--� .�..._....._......._......._-...__.... ._. AUSTRALIAN WILLOW 24"box 15 5051E-7 GEIJERA PARVIFLORA2. CONTRACTOR SHALL FOLLOW THE DETAILS AND SPECIFICATIONS FOR SOIL __ *+ +' I I PREPARATION, PLANT PIT REQUIREMENTS, STAKING AND BACKFILL REQUIREMENTS. (D9 PLATANUS RACEMOSA CALIFORNIA SYCAMORE 24"box 5 5051E-7 3_ CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH ALL UNDERGROUND + o I II UTILITIES PIPES STRUCTURES ETC., AND SHALL TAKE SOLE RESPONSIBILITY FOR I 1 OCr' I I I I o PYRUS CALLERYANA'DANCER� DANCER PEAR 24"box 7 5051E-7 THE REPAIR/REPLACEMENT, AT NO COST TO THE CITY, ANY DAMAGE OF SAID p I I I UNDERGROUND FACILITIES. a � g BOTANICAL NAME COMMON NAME SIZE QTY DETAIL 4, NO PLANTING SHALL BE DONE UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE I SHRUBS ELIA 5 gal 72 5071E-7 INSTALLATION OF THE SPRINKLER SYSTEM HAVE BEEN COMPLETED, FINAL GRADE ABELIA X GRANDIFLORA'EDWARD GOUCHER' GLOSSY AB THE PLANTING AREAS HAVE BEEN PROPERLY GRADED AND HAVE BEEN ESTABLISHED, °�$° +++++++} I I O PREPARED AS SPECIFIED AND THE WORK APPROVED BY THE CITY. %1 1510 . 3 F } - + , 0 I I M TENAX NEW ZEALAND FLAX 5 gal 48 5071E-7 5. ALL PLANT MATERIALS SHALL BE APPROVED FOR QUALITY BY THE CITY AND F +++ I F PHORMIU �} � � � I I O LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. FINAL LOCATION OF ALL PLAN AB + + Rs BOTANICAL NAME COMMON NAME SIZE CITY DETAIL MATERIAL SHALL BE SUBJECT TO APPROVAL BY A REPRESENTATIVE OF THE CITY GROUND COVE PRIOR TO EXCAVATION. AB AB } + I I AB 1 GAL@ 48^OC 8,361 SF 507,508/L-7 6. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY ——— F + ACACIA REDOLENS'LOWBOY' BANK CATCLAW — AB DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, THAT IS A DIRECT RESULT "^ ► I OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUBCONTRACTOR. REPLACEMENT I +} I 1 +}+++}+}+ YELLOW GAZANIA FLAT @ 12"OC 5,726 SF 507,5081E-7 ITEMS SHALL BE EXACT DUPLICATE OF ORIGINAL WORK OR PLANTS, UNLESS / +} + I `� i I ++++++++ GAZANIA X'MITSUA YELLOW' + ++ + OTHERWISE APPROVED BY THE CITY. 101 11 ++ + + 7. QUANTITIES SHOWN ON THE LEGEND ARE FOR ESTIMATE PURPOSES ONLY. FINAL 15 0 9 . 0 ° I I COBBLE 13,855 SF 542,542-A/L-3 f / i I °�o° MORTARED COBBLE(40°i°> QUANTITIES FOR PLANT MATERIALS INSTALLED SHALL BE GOVERNED BY T HE INDICATED PLANT SPACING REQUIRED. Q°-,�o I 18^oc 11 954 SF507,508/L-7 OR 8• WHENEVER SHRUB/GROUNDCOVER AREAS ARE ADJACENT TO TURF AREAS / oovo I I I ROSMARINUS OFFICINALIS'HUNTINGTON CARPET' HUNTINGTON CARPET ROSEMARY FLAT @ i p PUBLIC LANDSCAPE AREAS ARE ADJACENT TO PRIVATE LANDSCAPE AREAS, A _J 00 o I I I CONCRETE HEADER IS REQUIRED, PURSUANT TO CITY STANDARDS AND DETAILS I I r \ ego HEREON. ° 0 I 000 O I I I SHREDDED RECYCLED MULCH 4"LAYER OF MULCH MULCH 934 SF 509/L-7 g. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED B p0 p o THE CITY. { °�o j I I I 10. THE FOLLOWING SOIL AMENDMENTS SHALL BE FOR BID PURPOSES ONLY. FINAL SOIL 0 o I r lI o0 0�0 0�0 0 0 + :., I I I AMENDMENT TYPES AND QUANTITIES SHALL BE BASED ON SOIL TEST ��� g��� ° + } I W I RECOMMENDATIONS (PROVIDED BY CONTRACTOR). ROTOTIL THE REQUIRED SOIL 1507 . 5 ° p°��° oo +}�� —� I + + AMENDMENTS 6" INTO THE SOIL AT THE REQUIRED RATES PER 1,000 SQ. ��o �go� g� + I i I 10.1. 4 CY. NITROGEN STABILIZED SAWDUST 0° °00 10.3. 125 LBS. GRO-POWER PLUS go��g 0 � t+ I O °o °o ° I I LANDSCAPE AREAS SHALL RECEIVE 4" LAYER OF MULCH UNDER ALL TREES AND SHRUBS, �r` o Oo° ++ I m — ++ I I AND BLEND INTO EDGES AT GROUNDCOVER AREAS, PURSUANT TO CITY STANDARDS AND — I DETAILS HEREON. GRADING OPERATIONS SHALL ACCOMMODATE THE MULCH. ++ I 3 1 r ++ 1 1 I CONTRACTOR SHALL SUBMIT A SAMPLE FOR THE CITY'S APPROVAL PRIOR TO PURCHASE "^ AB F F +++ I I I AND PLACEMENT. F ++++ j i I I PLANTING NEAR HARDSCAPE NOTES: AB +�++ I i 1. SHRUBS MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR ON-CENTER SPACING / 1506 . 0 AB +++ +++ I I I AWAY-FROM WALKS, WALLS, CURBS AND OTHER HARDSCAPE ELEMENTS (EXCEPT FOR 1 ABUj +++ }+.; i �I I ROCKSCAPE, WHICH ALLOWS FOR SHRUBS TO BE PLANTED CLOSER, 12" MIN.). + g++} + ; I� F +}}} + I I 2. TREES MUST BE PLANTED A MINIMUM OF ONE-HALF OF THEIR MINIMUM PLANTER 6,81 ^� F }++ t+< ° I I I WIDTH FROM WALKS, WALLS, CURBS, AND OTHER HARDSCAPE ELEMENTS WHERE ° F ++ + g I j PLANTING SPACE IS RESTRICTIVE, TREES WHICH WOULD OTHERWISE REQUIRE 8' OR _ °0 + GREATER PLANTING SPACE MAY BE PLANTED WITHIN 4 OF ROCKSCAPE, PROVIDED o° THAT THERE ARE NO OTHER ELEMENTS BEYOND THE ROCKSCAPE (SUCH AS WALKS, 0 F + �gOO ° AB }++ ° ► I WALLS, OR CURBS). WHERE POSSIBLE, TREES SHOULD HAVE THE RECOMMENDED I 00 + + -�+ 1 I I CLEAR PLANTING AREAS RECOMMENDED ON THE CITY'S TREE LIST. WHERE PLANTING AREAS ARE REDUCED BY ROCKSCAPE TO A DEGREE WHERE THESE STANDARDS oo �° ++++ mm— i CANNOT BE FOLLOWED, THEN IN THE INTEREST OF PROVIDING TREES, WE CAN 15 0 4. 0 oc0�°00 ° ++ >= COMPROMISE ON THE PROXIMITY OF THOSE TREES TO ROCKSCAPE. TREES MAY BE Oo°pp o ++++ l I 1 n +}+++ / II PLANTED WITHIN 2 OF ROCKSCAPE BUT MUST STILL RESPECT CLEARANCES TO 0O ° +++++++++}�]+ I Q I OTHER ITEMS MENTIONED ABOVE. TREES REQUIRING A MINIMUM 2' PLANTING AREA ° � +++++ +�++ Q I SHOULD NOT BE PLANTED CLOSER THAN 1', JUST TO AVOID TOUCHING THE ` B A^ °°pogo ° ++ ++ I 1 I I ROCKSCAPE AND HEADER WITH THE TRUNK. MULCH NOTE: (XER.REF.P.7) °00 + +++++ / i 1. CONTRACTOR SHALL INSTALL A 4" LAYER OF RECYCLED 4" SHREDDED MULCH IN ALL ++++ I 1 II F ° ll p0 /}'+}+} I I I SHRUB AREAS. MULCH SHALL BE 411 RECYCLED MULCH AS MADE BY BURRTEC, i F F O00 + + / I FONTANA, CA. CONTACT MICHAEL HEFTMAN @: (909) 471-9134 / mheftman@burrtec.com I� F o + / I 11 1502 . 0 E F F SUBMIT SAMPLE OF MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR CITY INSPECTORS APPROVAL. F AB F AB ° OO / 1 I + + I �AR AS ++ / ° AB + a + ++++ i �C�� 0 A° ++ ++++ I I I O Cppgo AB + 00 000 n0_o�o O � + 00°p �O AB + +�++ o O° 1 IiI I 1-19-2012 ZIti , 0 �° op ADDED PLANTING AND HARDSCAPE IN PARKWAY °or-,O '6O +++ 11 I I PLANS REVISED PER EASEMENT LIMITS 5-20-2011 z,47L_ \ \�\ 15 0 0 • 4 F F °O OO p0° AB + +++ I DATE c F ° ° 0O 0�00 0 + + II DESCRIPTION OF REVISION ,�R�; CO�'F p000LU-0000 0 F 0 + +. F ooO�� q�g ° o CITY OF RANCHO CUCAMONGA F 1000 p� + F DAY CREEK @ VANTAGE III L. M . D . F + ^ AB gp AB q0° °a0 I 1 TRACT # 18032 / AB o I /I O PLANTING PLAN APPROVED BY. • CITY ENGINEER RCE:• 53672 HN OUR,1499 . 2 / s,, + DESIGN PLAN PREPARED BY: NOTE: ` SEE SHEET L-7 FOR PLANTING DETAILS CH 1 54 � �, BORTHWICK GUY BETTENHAUSEN, INC. \ f: Landscape Architecture Planning Urban Design ;• 1 Signature DRAWN 2444 Dupont Dnve SHMV Date * Irvine.CA. NORTH � P KN TEE: (949)-476-8616 FAX:X: (949)-476-8707 L-6 CHI R.LA. DRAWING NO. Cp1-\F� RB DATE Iroe MER-1006.01-03 2300-L �' ` Lar M RBCSA HEADER,C 8UTTERIDEWK, C.) S Al 4'OF C0140PACTED WOOD CHIP TOP TIE TO BE PLACED AS LmV ` MULCH, AS PO;}".'S E CH TI1E TRUNA TO TOP OF 3rA t3 S Il4 LO+V i Bs?I? ALLO'.V FOR VI IFLEXP4:OF VC TAILC. Of THU V11HERE SDtC€Cfi Ow ea" flNISI'iSQII TIRADE LtUT NOT SOLCTY1ASTOLOSE-%APSItT PANT PERMITS. CIR ALLOW TI IE I IW Tp t R0I MAW Tl3UNK r yll Z21 SETS OF CINCH TICS PPACEU TOP OF ROOTITALL TO EXTEND r 24"APART.CONVEX SIDE AGAINST ABOVE FINISH GRADE.TAPERTLL THEE TRW4Y,ATTACH'NITIt PROM TOP OF ROOT E1ALL TO F.O. GALVANIZED SCRLWS TO r ORIGINAL GRADE NATIVE"GACKFILt WITI{Ito W>:KS 12'NI LOD09 POLES, (y GAZZATER THAN 3 OWACTER, VAT1V6000 PR FINE VA P E STAIN, TOPOFRGOTBALtrOE%TEF10 S'D£fUT TI a1TTLY CtkAtPAf:'LrpT Ni CANE i .=,r,�_1(I- 1 1 - •``"-.r, P�U`C E 3 BOiEf4S! = A I fi INTO TO FORM 4+JATERW�BASIN. DISTU m. sC sir I I I-T�1It— STAKES WrS13�FMT3AU- T 5EMA TIGHTLY COMPACTED $HOVELCUTEDGE COhi1'ACTED BASIN.°FIG�vaLGlutae IN PLACE TO FORMAII,T1`A5 NATIVE SOIL I t— I 'i� PIT, D ourslOC L PLANT PIT, ROOT BALL l - PLANT PIT TO BE(2)TIMLS THE I - '. l4`L?TF9 4f THE ROOT GALL NATIVE E}AGKfILL Y.ITH 11 -w1- { I.. I l_ I I " THAN H N K9 LIREATER I "°"��CIIJr-E 0 TTLANa-c1AI Tr�Rrr NOTES: RF}DT E(ifAhLL'tlly\ _ III—I�ICI I—' Al���TO R�� fffttt °PRIOR TO PL/FiG1ASE,PI ACER4ENT al THE Ml�1CiI,TtIE CONTRACTOR sII1AI L �= =-I =�= I—I I-- "." 11I v�Ett THE€raarsrLt rru65TrsE��anit .� — _ SU 9MIT A SAMPLE TO ThtE INSPECTOR FOR APPROVAL. tI tk it40T HALL. 2.MULCH AROUND TREES AND SHRUBS AS PER CITY STANDARD PLANS AND BLEND _ I I---tom--(I TT� y NO 1VOt7Ei CIIIP MULCH INTO EDGES AT GROUND COVER AREAS. SHOULA CE PLACED OR j--� I ll -- — _ 3.MOISTEN MULCH AFTER INSTALLATION TO ASSIST IN COMPACTION. uNttiSrutlsEo NATTVE ALLCYr4[O TO REMAIN OVER TPE ROOT BALL, � I— _ 4,NO MULCH SHALL B@ PLACED OVER THE ROOTBALL OF A WOODY PLANT OR .-� — --1-Mr ( � ALLO'A'ED TO REMAIN THERE. t w I I I�I! ITI I I LNGiSTURIIED RAYNE SOIL I I I— NOUNTANGLE MATTED ROOT3 aY LO=NING ALL RCIOTS AT ED" �rrs��� rr-1l►r**I Of ROOT BALL OO NOT CRACK ROC{T"L. NOTES; 1.REMOVE 1."URSERY STAKES AND PILL CAI AM HN I:ODTIIALL 2.STAKES TO BE PLUMB AIM PARALLEL, r: N 3;,STAKE TREEPERPEND4ULA=tTOPREVAI.INOWIND. CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA CITY OF RANCHO CUCAMONGA, CALIFORNIA �• N'+PRGVEO 61r STAN€WtD P4dst Al"OVED NY, STAND69D PLAN 16 APPROVE* Dvi. 4• STANDARD FL" MULCH INSTALLATION CONTAINER PLANTING ON SLOPE 507 o DOUBLE STAKED TREE ON SLOPE 305 I'w tITY CAiGtEaLEr+... . TE U5C M1TH STArKtARD SP[C K.ItT;zXxS FpOr fiT3LN".ROID'IS Wb15'dAl '19i:N CITY CNWN[ER TE fJSE wrni STAN11ArtII SPLCIFICArioN5 FOR PULILDC 1AY7RVC$M4STRUCTON z<rEET t Cd:' 1 �CITY E 4PI;;LEA TE USE°►IM SW#JXAr0 SMWrA`TV4S I"t'?UTK C W01k,`4 C8{TSIRWrVI S�$LT t O't SiCCT I OF I RICE. 24569 �RGC 3;9 S Ilk OFRONDS TIED PRIOR TO DELIVERY- REMOVE TIES ON SCHEDULE AS APPROVED BY SUPPLIER 6I -8" MOUNDED BERM WATER BASIN 3 FINISH GRADE 4 PALM ROOTBALL-CROWN SHALL BE AT GRADE 1 5 BACKFILL SHALL CONSIST OF NATIVE SOIL ONLY AND 2 ONE HALF OF SPACING SCREENED TO ELIMINATE ROCKS OVER TWO INCHES IN LIMIT OF PLANTER AREA REQUIREMENT DIA. BACKFILL SHALL BE TAMPED AND/OR WATER JETTED TO ELIMINATE AIR POCKETS & PROVIDE STABILITY. - 6 SCARIFY SIDES AND BOTTOM OF PLANTING 7 4" MULCH - PER DETAIL'E', THIS SHEET 8 COMPACTED NATIVE SOIL BASE UNDER ROOTBALL NOTES: 1.)ALL PALMS SHALL BE APPROVED BY 2 DISTANCE EQUAL TO THE i I DISTANCE EQUAL TO THE ONGENTERSPACING t t 9 ON CENTERSPAC;NO LANDSCAPE ARCHITECT PRIOR TO PLANTING T OF SPECIFIED SHRUB ~'` " '°` OF SPECIFIED SHRUB 2.) PALM SHALL BE PLACED SO THAT ITS 3 DISTANCE EQUAL 7UTH ON CENTER ROOT INITIATION ZONE IS AT THE SAME SPACING OF SPECIFIED SHRUB, DEPTH AT WHICH IT WAS ORIGINALLY GROWING. UNLESS SPECIAL CASE AS DESCRISEU — IN NOTE 4.BELOW. 3.)TRUNK SHALL BE SET PLUMB (VERTICAL) 4.) PALM SHALL BE WATERED IMMEDIATELY AFTER I II NOTE: TRANSPLANT, FILLING THE PLANTING HOLE I CLR 4 i- ALL SHRUBS AND GROUND COVER TO BE PLANTED Al EQUAL W/WATER UP TO THE BERM 2-3 TIMES TO 6 $PACING(TRIANGULAR)UNLESS OTHER'II ISE INDICATED ON 6 PLANS:SEE LEGEND FOR SPACING REQUIREMENTS. FULLY WET THE SOIL. 5 - 2. WHERE PLANTED AWACENT TO WALLS.WALK$,CURBS OR 5.) PALMS SHALL BE UNTIED IMMEDIATELY 7 SIMILAR LIMITATIONS,ALL SHRUBS AND GROUND COVER FOLLOWING INSTALLATION 814ALL 13E PLANTED AT ONE-HALF THE DESIGNATED SPACING — — FROM SUCH LIMIT9.SEE LEGEND FOR SPACING REQUIREMENTS. 6.)WATER PERCOLATION RATE SHALL BE DETERMINED FOR EACH HOLE. IF WHEN FILLED W/ 3. SPACING REQUIREMENTS SHALL GOVERN THE FINAL QUANTITIES WATER ONCE AND THEN IMMEDIATELY AGAIN AFTER COMPLETE DRAINAGE, THE HOLE FAILS OF PLANT MATERIALS.PLANT QUANTITIES INDICATED ON THE LEGEND ARE ESTIMATES ONLY. TO COMPLETELY DRAIN WITHIN PERIOD OF 24 HRS., THEN ADDITIONAL EXCAVATION IS 4. WHEN WIDTH OF PARKWAY DOES NOT ALLOW SPACING AS NECESSARY TO BREAK THROUGH THE IMPERMEABLE LAYER. SPECIFIEDAFTERAEfROVAN F0TYICLVGPARALLEE TO 7. CERTIFICATE INDICATING PALMS WERE SHIPPED FREE FROM DISEASE MUST BE PROVIDED slDEvdALI{,AFTER APPROVAL 41:CITY LNSPECTOR ) FROM SUPPLIER AND SUBMITTED TO LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE W CITY OF RANCHO CUCAMONGA, CALIFORNIA A PALM PLANTING A R n *n SHRUB AND GROUND COVER STAND0.1ID I°LAfii SPACING 508 N.T.S. SECTION CITY ENGINEER q1AC US[1417H 9'.AHCAARO SPECIFICATIONS FOR PUCLIC'MGRKS=4TRUCTV4 SHEET I OP 1 2485.3 DESCRIPTION OF REVISION DATE �crtY ttaVv: CITY OF RANCHO CUCAMONGA DAY CREEK @ VANTAGE III L. M . D. TRACT # 18032 PLANTING DETAILS \,L D)SCgpF APPROVED BY: DATE: CITY ENGINEER RCE: 53672 p PLAN PREPARED BY: CH BORTHWICK GUY BETTENHAUSEN, INC. Landscape Architecture Planning Urban Design Si ture DPJM 2444 Dupont Drive SHEET 3_)/ Irvine,CA.92612 pate * KN TEL: (949)-476-8616 FAX: (949)-476-8707 L-7 L9�9lFOF \PDATE JOB NOM EN1006.01-03 00—L GENERAL CONDITIONS 7. AS BUILTS The Contractor shall keep a field set of Plans upon which all deviations from the Plans are noted. 1. GENERAL These"As-Built" Plans shall be readily available for inspection at all times, and shall indicate all additions or deletions accurately as they occur. Upon completion of the project, the Contractor shall A. The terms and definitions stated in these General Conditions shall apply to all sections of submit these"As-Builts"to the Owner. the Specifications as if set forth fully therein. B. The Plans and Specifications with any Addenda are complementary. The indications on the 8. HIDDEN OBSTACLES drawings or the requirements of the Specifications shall be as binding as though shown and/or required by both. Prior to any excavation, the Contractor shall locate all cables, conduits, sewers, septic tanks and such other utilities as are commonly encountered underground and he shall take proper C. All parts of the work specified herein and/or indicated on the Plans may be completed by precaution not to damage or disturb such improvements. If a conflict exists between such separate contractors and it shall be the responsibility of each contractor to determine the obstacles and the proposed work, he shall promptly notify the Owner's representative who will effect of their work upon the work of others. arrange for relocation. Contractor will proceed in the same manner if rock layers or any other condition encountered underground make changes advisable. D. The Contractor shall perform all work in accordance with all applicable building regulations and ordinances even though such requirements are not specifically mentioned herein. Any work in conflict with such requirements shall be brought to the attention of the Owner by the 9. LANDSCAPE ARCHITECT'S FUNCTION Contractor and the Contractor shall not proceed with such work without the written approval of the Owner. The Landscape Architect shall perform general field observation of work as related to interpretation of Contract Documents when specifically contracted to do so by the Owner. He is the agent or the Owner to the extent provided in the Specifications and when in special instances he is authorized by the Owner to act as interpreter of the conditions of the Contract and as judge 2. DEFINITIONS of its performance. The Landscape Architect does not assume responsibility for the quality of work or proper performance of the Contractor. A. Contractor shall mean the bidder performing work directly for the Owner. Contractor agrees that he is fully responsible to the Owner for the acts or omissions of his Subcontractors. Nothing contained in the General Contract shall create any contractual 10. FINAL INSPECTION relation between the Owner and Subcontractor. Upon completion of work, Contractor shall notify the Landscape Architect, who then will arrange B. Owner's Representative shall mean the job superintendent or other person of with the Owner for final inspection. Any variance or omission shall be noted at this time, and the responsibility employed by the Owner. Contractor shall stipulate when and how he will rectify said variance. When these corrections, if any, have been carried out and the work areas cleaned, the job shall be considered completed C. Work shall mean all labor, materials, equipment, services, permits and licenses, necessary and the General Contract executed. to furnish and/or install, in place, all materials, equipment and/or appliances specified in any one section and/or shown on the Plans. D. Furnish shall mean to purchase and deliver as directed by the Owner, all material, equipment, or appliances specified in any one section and/or shown on the plans. E. Install shall mean all labor, materials, equipment, and services necessary to set in place, connect, hook up and/or make ready for operation all materials, equipment and/or appliances. 3. CHANGES The Owner may make changes, alterations, modifications, and/or corrections to the contract documents before the execution of the Contract and such shall be made in the form of Addendum, issued in writing to all bidders. All such Addenda shall become a part of the Specifications and/or Plans as if originally included herein. All oral instructions, interpretations and/or modifications, if any, shall not be recognized and shall not be included in any Contract. After execution of the Contract, the Owner may make revisions to the drawings, Plans, or specification by issuance of a Change Order signed by an authorized agent of the Owner, which shall become a part of the original Contract. 4. JOB FILE The Owner shall furnish the Contractor with the required number sets of all Plans, Specifications, revisions ordered by the Owner, and Change Orders. The Contractor will furnish his contract, any shop drawings required and a work sheet on which he will note any deviation from the Contract not otherwise covered. The Contractor shall keep a field set of Plans upon which deviations are noted, work sheet, shop drawings and miscellaneous documents pertinent to the work in a"Job File"on the job at all times. 5. GUARANTEE The Contractor shall, by execution of this Contract, and upon completion of the entire work described in the Contract, guarantee that all work performed or material and equipment supplied is full, guaranteed for a period of one year from the date of acceptance (unless specifically stated otherwise in these Specifications or the Agreement), and that during said one year period, all defective workmanship and/or materials shall be repaired and/or replaced, including any work of others which has been damaged by such repair and/or replacement at no additional cost to the Owner. SPECIAL CONDITIONS 1. PROTECTION OF WORK AND PROPERTY A. The Contractor shall protect adjacent private or public property as provided by law. B. The Contractor shall protect all existing work and landscaping from any damage resulting from his operations or those of his Subcontractors. Any such damage shall be repaired by the Contractor to a condition equal to that existing at time of commencing work, as directed by the Owner. 2. LIMITS OF INSURANCE Insurance coverage shall not be less than the following: A. Workmen's Compensation Statutory B. Public Liability: $1,000,000 C. Automobile (Owned & Non-Owned): $1,000,000 3. HOLD HARMLESS CLAUSE All work done on the premises, or in connection with the execution of this Contract, shall be at Contractor's risk and the Contractor shall assume any and all liability and will hold harmless the Owner and/or any other person, firm, corporation or organization for whom such contract work is being performed, their agents or employees, or otherwise. 4. OWNER'S STATUS DESCRIPTION OF REVISION DATE C" APPrtoVIe: A. The Owner shall have authority to stop the work whenever such stoppage may be necessary in his reasonable opinion to insure proper execution of the Contract. CITY OF RANCHO C U CAM O N GA B. The Owner shall be the interpreter of the conditions of the Contract and judge of its performance. He shall use his powers under the contract to enforce its faithful performance by the Contractor. DAY CREEK @ VANTAGE III L. M . D. 5. LAWS AND REGULATIONS TRACT # 18032 The Contractor shall secure all permits, fees, licenses, post all notices, comply with all local laws, CONSTRUCTION SPECS . ordinances, and regulations pertaining to his work as required by all governing boards, jurisdictions, and/or agencies. The Contractor will pay for all permits unless specifically provided for otherwise by the Owner. O DSCgpF APPROVED BY: __: ;�X y=y: DATE: 15-2e,+ Q�C q,Q CITY ENGINEER -'" '>�°-1`` r RCE: 53672 �00`� � OESIQN 6. CONTRACTOR'S RESPONSIBILITIES �� �.� jOHN BpRly Cy PLAN PREPARED BY: i 3 4 �, The Contractor shall secure all permits, fees, licenses, post all notices, comply with all local laws, BORTHWICK GUY BETTENHAUSEN, INC. CH 77 ordinances, and regulations pertaining to his work as required by all governing boards, Landscape Architecture Planning Urban Design jurisdictions, and/or agencies. The Contractor will pay for all permits unless specifically provided S� tur DRY 2444 Dupont Drive SHEET for otherwise by the Owner. Irvine,CA.92612 5� Date * KN TEL: (949)-476-8616 FAX: (949)-476-8707 L-8 CA��F a�acED N.L A DRAWM No. RB DME Joe NO MER-1006.01-03 2300- L SECTION 02810 o span er an valve supplied on is project. with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for E. Line Clearance: All lines shall have a minimum clearance of six (6) inches from each other and from IRRIGATION b. Two (2)five foot valve keys for operation of gate valves. each automatic controller. Common wires shall be white with a different color stripe for each lines of other trades. Parallel lines shall not be installed directly over one another. c. Two (2) keys for each automatic controller. automatic controller. Install in accordance with valve manufacturer's specifications and wire F. Automatic Controller: Install in stainless steel enclosure. d. One(1)quick coupler key and matching hose swivel for every five(5)orr fraction thereof of chart. In no case shall wire size be less than#14. G. High Voltage Wiring for Automatic Controllers: 1. GENERAL 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure 1. 120 volt power connection to the automatic controller shall be provided by the irrigation 1.01 DESCRIPTION each type of quick coupling valve installed. supply or lateral lines wherever possible. Contractor. A. Scope of Work: Provide all labor, materials, transportation, and services necessary to furnish and 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the 3. Where more than one (1)wire is placed in a trench, the wiring shall be taped together at 2. All electrical work shall conform to local codes, ordinances and union authorities having install irrigation systems as shown on the drawings and described herein. project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Architect intervals of ten (10)feet. jurisdiction. . B. Related Work in Other Sections: 4. An expansion curl shall be provided within three 3 feet of each wire connection. Expansion H. Remote Control Valves: Install where shown on drawings and details. When grouped together, 1. Landscape Fine Grading Section [02260] 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING p p ( ) p A Handling of PVC Pipe and Fittings: The Contractor is cautioned to exercise care in handling, curl shall be of a sufficient length at each splice connection at each electrical control, so that in allow at least twelve(12") inches between valves. Install each remote control valve in a seperate A.2. Landscape Planting Section [02800] case of repair, the valve bonnet may be brought to the surface without disconnecting the control valve box. Each valve number shall be stenciled on valve box top with exterior paint. loading , unloading and storing of PVC pipe and fittings. All PVC pipe shall be transported in a p Y g g 3. Landscape Maintenance[02840] wires. Control wires shall be laid loosely in trench without stress or stretching of control wire I. Flushing of System: vehicle which allows the length of the pipe to lie flat so as not to subject it to undue bending or 4. Site and Street Furnishings[02945] concentrated external load at any point. Any section of pipe that has been dented or damaged will conductors. 1. After all new sprinkler pipe lines and risers are in place and connected, all necessary diversion 1.02 QUALITY ASSURANCE AND REQUIREMENTS 5. All splices shall be made with Scotch-Lok#3576 Connector Sealing Packs, Rain Bird Snap-Tite work has been completed, and prior to installation of sprinkler heads, the control valves shall be be discarded and, if installed, shall be replaced with new piping. p p p A. Permits and Fees: The Contractor shall obtain and pay for any and all permits and all inspections 1.05 SUBSTITUTIONS wire connector or approved equal. Use one splice per connector sealing pack. opened and full head of water used to flush out the system. as required. A. If the irrigation contractor wishes to substitute any equipment or materials for the equipment or 6. Field splices between the automatic controller and electrical control valve will not be allowed 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the B. Manufacturer's Directions: Manufacturer's directions and detailed drawings shall be followed in all materials listed on the irrigation drawings and specifications, he may do so by providing the without prior approval of the Architect. complete satisfaction of the Architect. cases where the manufacturers of articles used in this contract furnish directions covering points not following information to the Owner's authorized representative for approval: K. Automatic Controllers: J. Sprinkler Heads: shown in the drawings and specifications. 1. Provide a statement indicating the reasons for making the substitution. Use a seperate sheet of 1. Automatic controllers shall be of size and type shown on the plans. 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this C. Ordinances and Regulations: All local, municipal and state laws, rules and regulations governing or paper for each item to be substituted. 2. Final location of automatic controllers shall be approved by the Owner's authorized relating to any portion of this work are hereby incorporated into and made a part of these representative. work shall be equivalent in all respects to those itemized. specifications, and their provisions shall be carried out to the Contractor. Anything contained in 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be 2. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall substituted. 3. Unless other wise noted on the plans, the 120 volt electrical power to the automatic controller the spacing exceed the maximum recommended by the manufacturer. these specifications shall not be construed to conflict with any of the above rules and regulations or 3. Provide the amount of cost savings if the substituted item is approved. location to be furnished by others. The final electrical hook-up shall be the responsibility of the . However, when these specifications and drawings call for or describe irrigation Contractor. 3.04 TEMPORARY REPAIRS: The Owner reserves the right to make temporary repairs as necessary to requirements of the same materials, workmanship, . construction of a better quality, higher standard, or larger size than is B. The Owners authorized representative shall have the sole responsibility in accepting or rejecting g keep the sprinkler system equipment in operating condition. The exercise of this right by the Owner any substituted item as an approved equal to the equipment and materials listed on the irrigation L. Electrical Control Valves: shall not relieve the Contractor of his responsibilities under the terms of the guarantee as herein required by the above rules and regulations, the provisions of these specifications and drawings shall take precedence. drawings and specifications. 1. All electric control valves shall be as shown on plans. specified. 1.06 GUARANTEE 2. All electric control valves shall have a manual flow adjustment. 3.05 EXISTING TREES: Where it is necessary to excavate adjacent to existing trees the Contractor shall D. Explanation of Drawings: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached 3. Provide and install one control box for each electrical control valve. use all possible care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and 1. Due to the scale of drawings it is not possible to indicate all offsets, fittings, sleeves, etc. which form. The general conditions and supplementary conditions of the specifications shall be filed with M. Control Valve Boxes: larger roots occur shall be done by hand. All roots two(2) inches and larger in diameter, except directly may be required. The Contractor shall carefully investigate the structural and finished the Owner or his representative prior to acceptance of the irrigation system. 1. Use 10"x 10-1/4" round box for all gate valves, Carson Industries#910-126 with green bolt- in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with burlap to conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as B. A co of the guarantee form shall be re-typed onto the Contractor's letterhead and contain the down cover or approved equal. Extension sleeve shall be PVC-6" minimum size. prevent scarring or excessive drying. Where a ditching machine is run close to trees having roots may be required to meet such conditions. Drawings are generally diagrammatic and indicative copy of the work to be installed in such a manner as to avoid conflicts between irrigation system, following information: 2. Use 9-1/2"x 16"x 11" rectangular box for all electrical control valves, Carson Industries smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 1419-12B with green bolt-down cover or approved equal. making complete, clean cuts. Roots one (1) inch and larger in diameter shall be painted with two coats planting and architectural features. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free N. Sprinkler Heads: of Tree Seal or equal. Trenches adjacent to trees should be closed within twenty four(24) hours; where 2. The word, "Architect as used herein shall refer to the Owners authorized representative. from defects in materials and workmanship, and the work has been completed in accordance with 1. All sprinkler heads shall be of the same size, type and shall deliver the same rate of precipitation this is not possible, the side of the trench adjacent to the tree shall be kept shaded with burlap or 3. All work called for on the drawings by notes or details shall be furnished and installed whether the drawings and specifications, ordinary wear and tear and unusual abuse, or neglect excepted. with the diameter(or radius)of throw, pressure, and discharge as shown on the plans and/or canvas. or not specifically mentioned in the specifications. We agree to repair or replace any defects in material or workmanship which may develop during the specified in these special provisions. 3.06 FIELD QUALITY CONTROL 4. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is period of one year from date of acceptance and also to repair or replace any damage resulting from 2. Spray heads shall have a screw adjustment. A. Adjustment of the System: obvious in the field that obstructions, grade differences or discrepancies in area dimensions the repairing or replacing of such defects at no additional cost to the Owner. We shall make such 1. The Contractor shall flush and adjust all sprinkler heads for optimum performance and to exist that might not have been considered in engineering. Such obstructions or differences 3. Riser units shall be fabricated a accordance with the details shown on the plans. g g g• repairs or replacements within a reasonable time, as determined by the Owner, after receipt of 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler prevent overspray onto walks, roadways and buildings as much as possible. should be brought to the attention of the Owner's authorized representative. In the event this written notice. In the event of our failure to make such repairs or replacements within a reasonable body. 2. If it is determined that adjustments in the irrigation equipment will provide proper and more notification is not performed, the irrigation Contractor shall assume full responsibility for any time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said 5. All sprinkler heads of the same type shall be of the same manufacturer.❑ adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments revision necessary. repairs or replacements made at our expense and we will pay the costs and charges therefore upon may also include changes in nozzle sizes and degrees of arc as required. 1.03 SUBMITTALS demand. 3. Lowering raised sprinkler heads by the Contractor shall be accomplished within ten (10)days A. Materials List: PROJECT: 3. EXECUTION 1. The Contractor shall furnish the articles, equipment, materials or processes specified by name in LOCATION: 3.01 INSPECTION after notification by the Owner. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the drawings and specifications. No substitution will be allowed without prior written approval A. Site Conditions: y the Architect. SIGNED: 1. All scaled dimensions are approximate. The Contractor shall check and verify all size b the plans. complete material list shall be submitted prior to performing any work. The material list shall dimensions and receive Architect's approval prior to proceeding with work under this section. B. Testing of Irrigation System: 2. b include the manufacturer, model number and description of all materials and equipment ADDRESS:. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be 1. The contractor shall request the presence of the Architect in writing at least 48 hours in advance used. responsible for damages to utilities which are caused by his operations or neglect. Check of testing. 3. Equipment or materials installed or furnished without prior approval by the Architect may be PHONE: existing utilities drawings for existing utility locations. p Y P P P q p 2. Test all pressure lines under hydrostatic pressure of 150 pounds per square inch an rove rejected and the Contractor required to remove such materials at his own expense. DATE OF ACCEPTANCE: ❑ 3. Coordinate installation of sprinkler irrigation materials including pipe, so there shall be NO watertight. Note: Testing of pressure mainlines shall occur prior to installation of electric control 4. The approval of any item, alternate or substitute indicates only that the product or products 2. PRODUCTS interference with utilities or other construction or difficulty in planting trees, shrubs, and valves. 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 pounds per apparently meet the requirements of the drawings and specifications on the basis of the 2.01 MATERIALS groundcovers. information or samples submitted. A. General: Use only new materials of brands and types noted on drawings, specified herein or 4. The Contractor shall carefully check all grades to satisfy himself that he may safely proceed square inch and proved watertight prior to paving. 5. The manufacturer's warranties shall not relieve the Contractor of his liability under the approved equals. before starting work on the sprinkler irrigation system. 4. Sustain pressure t lines for not less than two (2) hours. If leaks develop, replace joints and guarantee. Such warranties shall only supplement the guarantee. B. PVC Pressure Mainline Pipe and Fittings: 3.02 PREPARATION repeat test until entire system is proven watertight. 5 B. Record and As-Built Drawings as Required by Owner: 1. Pressure mainline piping for sizes 2"and larger shall be PVC Class 315. A. Physical Layout: . All hydrostatic tests shall be made only in the presence of the Architect or another duly authorized representative of the Owner. No pipe shall be backfilled until it has been inspected, 1. The Contractor shall provide and keep up-to-date a complete as-built record set of blueline 2. Pipe shall be made from NSF approved Type I, Grade I, PVC compound conforming to ASTM 1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location ozalid prints which shall be corrected daily and show every change from the original drawings resin specification D1784. All pipe must meet requirements as set forth in Federal Specification of sprinkler heads. tested and approved in writing. 6. Furnish necessary force pump and all other equipment. and specifications and the exact as-built locations, sizes and kinds of equipment. Prints for this PS-22-70, with an appropriate standard dimension (S.D.R.) (Solvent-weld Pipe). 2. All layout shall be approved by Architect prior to installation. may be obtained from the Architect at cost. This set of drawings shall be kept the 7. When the sprinkler irrigation system is completed perform a coverage test in the presence of the purpose y g p 3. Pressure mainline piping for sizes 1-1/2"and smaller shall be PVC Schedule 40 with solvent B. Water Supply: Architect to determine if the water coverage for planting areas is complete and adequate. site and shall be used only as a record set. welded joints. 1. Sprinkler irrigation system shall be connected to water supply points of connection as indicated Furnish all materials and perform all work required to correct any inadequacies of coverage- 2. These drawings shall also serve as work progress sheets and shall be the basis for 4. Pipe shall be made from NSF approved Type I, Grade I Pvc compound conforming to ASTM on the drawings. measurement and payment for work completed. These drawings shall be available at all times resins specification 1785. All pipe must meet requirements as set forth in Federal Specification without bringing this fu the attention of the Architect-due to deviation from plans or where the p p�p q P 2. Connections shall be made at approximate locations as shown on the drawings. Contractor is system has been willfully installed as indicated on the drawings when it is obviously inadequate. for inspection and shall be kept in a location designated by the Architect. Should the record set, PS-21-70. responsible for minor Y changes caused b actual site conditions. This test shall be accomplished before any ground cover is planted. blue line or as-built progress sheets not be available for review or up-to-date at the time of any 5. PVC solvent-weld fittings shall be schedule 40, 1-20, II-1 NSF approved conforming to ASTM C. Electrical Supply: g inspection (refer to section 3.10-Inspection Schedule), it will be assumed no work has been test procedure D2466. 8. Upon completion of each phase of work, the entire system shall be tested and adjusted to meet 1. Electrical connections for automatic controller shall be made to electrical points of connection as site requirements. completed and the Contractor will be assessed the cost of that site visit at the current billing rate 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and of the Architect. No other inspection shall take lace prior to payment of that assessment. indicated on the drawings. 3.07 MAINTENANCE: The entire sprinkler irrigation system shall be under full automatic operation for a p p p p Y installation methods prescribed by the manufacturer. 3. The Contractor shall make neat and legible notations on the as-built progress sheet daily as the 7, All PVC pipe must bear the following markings: 2. Connections shall be made at approximate locations as shown on drawings. Contractor is period of seven (7) days prior to any planting. The Architect reserves the right to waive or shorten the responsible for minor changes caused by actual site conditions. operation period. work proceeds, showing the work as actually installed. For example, should a piece of a. Manufacturer's name 3.03 INSTALLATION 3.08 CLEAN-UP: Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall equipment be installed in a location that does not match the plan, the Contractor must indicate b. Nominal pipe size A. Trenching: be removed from the site, all walks and paving shall be broomed or washed down, and any damage that the equipment has been relocated in a graphic manner so as to match the original symbols c. Schedule or class 1. Di trenches straight and support pipe continuous) on bottom of trench. La pipe to an even sustained on the work of others shall be repaired to original conditions. as indicated in the irrigation legend. The relocated equipment and dimensions will then be d. Pressure rating in P.S.I. g g pp p p Y Y p p p transferred to the original as-built plan at the proper time. grade. Trenching excavation shall follow layout indicated on drawings and as noted. 3.09 FINAL OBSERVATION PRIOR TO ACCEPTANCE 4. Before the date of the final inspection the Contractor shall transfer all information from the e. NSF (National Sanitation Foundation)approval 2. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines up to 2 1/2" A. The Contractor shall operate each system in its entirety for the Architect at time of final observation. as-built prints to a sepia mylar or similar mylar material procured from the Architect. All work f. Date of extrusion size. Y P Y 8. All fittings shall bear the manufacturer's name or trademark, material designation, size, An items deemed not acceptable b the Architect shall be reworked to the complete satisfaction o shall be in waterproof India ink and applied to the mylar by a technical pen made expressly for 9 � g 3. Provide for a minimum of 36"cover for all pressure supply lines 3"and larger. the Architect. applicable I.P.S. schedule and NSF seal of approval. 4. Provide for a minimum cover of twelve (12) inches for all lateral lines. B. The Contractor shall show evidence to the Architect that the Owner has received all accessories, use on mylar material. Such pen shall be similar to those manufactured by Rapidograph, Kueffel & Esser or Faber Castell. The dimensions shall be made so as to be easily readable C. PVC Non-Pressure Lateral Line Piping: 5. Provide for a minimum cover of eighteen (18) inches for all control wiring. charts, record drawings and equipment as required before final inspection can occur.❑ even on the final controller chart(see section C). The original mylar as-built plan shall be 1. Non-pressure buried lateral line piping shall be PVC Class 200 with solvent-weld joints when B. Backfilling: submitted to the Architect for approval prior to the making of the controller chart. installed in planting areas. 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be 3.10 OBSERVATION SCHEDULE 2. Pipe shall be made from NSF approved Type I, Grade II PVC compound conforming to ASTM A. Contractor shall be responsible for notifying the Architect in advance for the following observation 5. The Contractor shall dimension from two (2) permanent points of reference, building corners, p carefully backfilled with the excavated materials approved for backfilling, consisting of earth, meetings, according to the time indicated: sidewalk or road intersections etc. the location of the following items: resin specification D1784. All pipe must meet requirements set forth in Federal Specification loam, sand , sand or other approved materials, free from large clods of earth or stones. PS-22-70 with an appropriate standard dimension ratio. y clay, pp g 1. Pre-job conference-7 days. a. Connection to existing water lines. Backfill shall be mechanically compacted landscaped areas to a dry density equal to adjacent 2. Pressure supply line installation and testing -48 hours. b. Connection to existing electrical power. 3. Except as noted in paragraphs 1 and 2 of section 2.01 B, all requirements for non-pressure undisturbed oil in planting areas. Backfill will conform to adjacent grades without dips, sunken 3. Automatic controller installation -48 hours. c. Gate valves. lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and areas or other surface irregularities. 4. Control wire installation- to hours. d. Routing of sprinkler pressure lines (dimension max. 100' along routing). fittings as set forth in section 2.01 B of these specifications. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than 5. Lateral line&sprinkler installation -48 hours. e. Sprinkler control valves. D. Brass Pipe and Fittings: one-half(1/2") inch in size will be permitted in the initial backfill. 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal 3. Flooding of trenches will be permitted only with approval of the Architect. 6. Coverage test-48 hours. f. Routing of control wiring. 7. Final inspection -7 days. Specification#WW-P-351. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or g. Quick coupling valves. E. Galvanized Pipe Fittings: B. When observations have been conducted by other than the h. Other related equipment as directed by the Architect. planting, or other construction are necessary, the Contractor shall make all required adjustments Architect, show evidence in writing of when and by whom 6. On or before the date of the final inspection the Contractor shall deliver the corrected and 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel without cost to the Owner. screwed pipe C. Trenching and Backfill Under Paving: these observations were made. . completed sepias to the Architect. Delivery of the sepias will not relieve the Contractor of the C. No site observations will commence without as-built drawings. responsibility of furnishing required information that may be omitted from the prints. 2. Fittings shall be medium galvanized, screwed, beaded, malleable iron. Galvanized couplings 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed may be merchant coupling. shall be backfilled with sand (a layer six(6) inches below the pipe and three (3) inches above In the event the Contractor calls for a site visit without as-built C. Controller Charts: 3. All galvanized pipe and fittings installed below grade shall be painted with two(2) coats of the pipe)and compacted in layers to 95% compaction using manual or mechanical tamping drawings, without completing previously noted corrections or 1. As-built drawings shall be approved by the Architect before controller charts are prepared. without preparing the system for said visit, he shall be Koppes#50 bitumastic. devices. Trenches for piping shall be compacted to equal the compaction of the existing, 2. Provide one controller chart for each controller supplied. responsible for reimbursing the Architect at his current billing F. Gate Valves: adjacent, undisturbed soil and shall be left in a firm, unyielding condition. All trenches shall be C"y 3. The chart shall show the area controlled by the automatic controller and shall be the maximum left flush with the adjoining grade. The sprinkler irrigation Contractor shall set the place, cap and rates per hour portal (plus transportation costs)for DESCRIPTION OF REVISION DATE APPROVED. 1. Gate valves 3 and smaller shall be 1251b. SWP bronze gate valve with screw-in bonnet, inconvenience. No further site visits will be scheduled until this size which the controller door will allow. non-rising stem and solid wedge disc. pressure test all piping under paving prior to the paving work. charge has been paid and received. 4. The chart is to be a reduced drawing of the actual as-built sytem. However, in the event the 2. Gate valves 3"and smaller shall have threaded ends and shall be equipped with a bronze 2. Generally, piping under existing walks is done by jacking, boring or hydraulic driving, but, where CITY OF RANCHO C U CAM O N GA controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that will remain legible when reduced. handwheel. any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced 5. The chart shall be a blackline or blueline ozalid print and a different color shall be used to 3. Gate valves 3" and smaller shall be similar to those manufactured by NIBCO or approved equal. by the Contractor as a part of the contract cost. Permission to cut or break sidewalks and/or 4. All gate valves shall be installed per installation detail. concrete shall be obtained from the Architect. No hydraulic driving will be permitted under DAY CREEK VANTAGE III L. M . D. indicate the area of coverage for each station. concrete paving. 6. When completed and approved, the chart shall be hermetically sealed between two pieces of G. Quick Coupling Valves: Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 P.S.I. operable with quick coupler. Key size and type shall be as shown on 3. Provide for a minimum cover of eighteen (18) inches between the top of the pipe and the bottom plastic, each piece being a minimum of 10 mils. of the aggregate base for all pressure and non-pressure piping installed under asphaltic TRACT # 18032 7. These charts shall be completed and approved prior to final inspection of the irrigation system. plans. H. Backflow Prevention Units: concrete paving. D. Operation and Maintenance Manuals: 1. Backflow prevention units shall be of size and type indicated on the irrigation drawings. Install D. Assemblies: IRRIGATION SPECS . two hard cover binders with three rings containing the following information: 2. Wye strainers at backflow prevention units shall have a bronzed screwed body with 60 mesh (and various assemblies) in such a manner as to conform with the details per plans. a. Index sheet stating Contractor's address and telephone number, list of equipment with 2. Install NO multiple assemblies in plastic lines. Provide each assembly with its own outlet. NDSC APPROVED BY: .s DATE: 3672 monel screen and shall be similar to Bailey#1006 or approved equal. �.P APF -� name and address of local manufacturer's representative. I. Check Valves: 3. Install all assemblies specified herein in accordance with respective detail. In the absence of ��� q,Q CITY ENGINEER RCE: 53672 b. Catalog and parts sheet on every material and equipment installed under this contract. ,, detail drawings or specifications pertaining to specific items required to complete work, perform ��� �� jmiN 8oRjy �y� 1. Swing check valves 2 and smaller shall be 200 pound W.O.G. bronze construction with 0� p PLAN PREPARED'BY: c. Guarantee statement. replaceable composition, neoprene or rubber disc and shall meet or exceed Federal such work in accordance with best standard practice with prior approval of the Architect. �� d. Guarantee Complete operating and maintenance instruction on all major ui ment. 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation. 9 -' CH BORTHWICK GUY BETTENHAUSEN, INC. , p g j q P Specification WW-V-51 D, Class A, Type IV. p p g g Y 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance 2. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and Installation and solvent welding methods shall be as recommended by the pipe and fitting Landscape Architecture Planning Urban Design Signature DRAWN 2444 Dupont Drive SPIFFY personnel with instructions for major equipment and show evidence in writing to the Architect at manufacturer. * - * Irvine,CA.92612 p jg outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field TEL: (949)-476-8616 FAX: (949)-476-8707 L-9 the conclusion of the project that this service has been rendered. adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the 5. On PVC to metal connections the Contractor shall work the metal connections first. Teflon tape D e� KN E. Equipment to be Furnished: Valcon "ADV"or approved equal. or approved equal shall be used on all threaded PVC to PVC and on all threaded PVC to metal LP ��' CHMKED R.L.A. NO DRAWING NO. 1. Supply as a part of this contract the following tools: J. Control Wiring: joints. Light wrench pressure is all that is required. Where threaded PVC connections are F �F CA1�F� MER-1006.01-03 2900-L 1. Connections between the automatic controllers and the electric control valves shall be made a. Two (2) sets of special tools required for removing, disassembling and adjusting each type required, use threaded PVC adaptors into which the pipe may be welded. QI►IE JOB SECTION 02800 E. Don't allow trees to stand in water. Submersion of the roots can kill trees. teet of brown trunk-4 tootCubed,26 to 32 teetof brown trunk- - toot cubed,33 totreatment. painted with tree paint. LANDSCAPE PLANTING F. If during the construction period any part of the tree becomes damaged,an arborist shall be retained feet of brown trunk-5 foot cubed C. Lay-Out of Major Locations: 17. Staking and Guying: Staking of all trees shall be completed immediate) after planting and in at the contractor's expense to examine,recommend and direct any necessary remedial measures to b. Washingtonia robusta: 10 to 15 feet of brown trunk-3 foot cubed, 16 to 20 feet of brown 1. Locations for plants and outlines of areas to be planted shall be marked on the round b the Y P 9 P p 9 Y accordance with the planting details.All stakes shall be installed plumb and as indicated in save the tree. trunk-4 foot cubed,21 to 30 feet of brown trunk-4 1/2 foot cubed,31 to 40 feet of brown y p p' g. pp y p details. Guying of an or all of the transplanted Pine Trees shall be at the discretion 1. GENERAL Contractor before an )ant Its are du All such locations shall be approved b the Landscape y g y p of the 1.01 GENERAL The requirements of the"General Conditions of the Contract"and of Division 1,"General G. If damage is due to negligent or careless construction practices and activities the contractor shall trunk-5 1/2 foot cubed,41 to 60 feet of brown trunk-6 1/2 foot cubed Architect. If underground construction or utility line is encountered in the excavation of planter replace the tree(s)with a healthy tree of like kind and size at the contractors expense. c. Please note:Aforementioned root ball specifications are the minimum allowances as 9 Y P Landscape Architect after on-site review of site and planting conditions. Requirements", shall apply to all work of this Section with the same force and effect as though repeated pits,other locations for planting may be selected by the Landscape Architect. Layout shall be E. Planting of Groundcovers: in full herein. 1.10 ROOT BARRIER REQUIREMENT required by Landscape Architect on all balled and burlapped palm trees. accomplished with flagged grade stakes indicating plant names and specified container size on 9 1.02 SCOPE OF WORK A. All trees within 8'(eight feet)of any paving curbs,or bands(except for trees in tree grates)shall be d. Brown trunk height is measured from the groundline to the base of the heart leaf. each stake. It shall be the contractors responsibility to confirm with the owner's superintendant 1. Groundcover plants shall be grown in flats as indicated on the plans. Flat-grown plants shall installed with linear root barriers. Root barrier products for trees within 8'(eight feet of an 4. Digging Requirements: and governing agencies the location and depth of all underground utilities,and obstructions. remain in those flats until transplanting.The flat's soil shall contain sufficient moisture so that it A. Work Included: P ( •g ) y gg' g q g g g p 9 1. Providingand preparing soil and soil mixes. sidewalks,curbs,gutters, and paving governed by or under the jurisdiction of the City, shall be that a. All alms shall be du b machine limited to the following:a Backhoe such as a Case D. Planting of Trees and Shrubs: will not fall apart when lifting the plants. p p 9 P 9 Y machinery � 9� ) 9 2. Planting, g, specified and approved by the City and shall be installed in accordance with the City's standards 580C, Ford 555; b 2. Groundcover shall be planted in straight rows and evenly spaced, unless otherwise noted, and including,trees, shrubs and sodded lawns. )Trencher such as a Ditch Witch RF40,etc.,or by hand. 1. Excavation for planting shall include the stripping and stacking of all acceptable topsoil 3. Staking. and the manufacturers specifications, recommendations, and details. b. No trees shall be removed from any given field condition without excavating trees at the encountered within the areas to be excavated for trenches,tree holes, plant pits and planting at intervals called out in the drawings. Triangular spacing shall be used unless otherwise noted 4. Tree Preservation. 1.11 TREE PLACEMENT AND LOCATION REQUIREMENTS on the drawings. properly specified root ball size or by means of any other type of excavation not outlined in beds. B. Related Work Described Elsewhere: A. Trees shall be located not less than: 3. Each rooted plant shall be planted with its proportionate amount of flat soil. Plantings shall be this section. 2. Excess soil generated from the planting holes and not used as backfill or in establishing the final 1. Irrigation System Section[02810]. 1. Twenty(20)feet back of beginning of curb returns at any street intersection. c. While excavating root balls,all consideration shall be given in keeping the root mass intact grades shall be removed from the site. immediately sprinkled after planting until the entire area is soaked to the full depth of each hole. 2. Landscape Finish Grading Section[02260]. 2. Twenty(20)feet from lamp standards and power poles. and in a relatively moist condition. Anti-desiccants shall be applied to any severed roots 3. Protect all areas from excessive compaction when trucking plants or other material to the 4. Care shall be exercised at all times to protect the plants after planting. Any damage to plants by 3. Landscape Maintenance Section[02840]. 9 3. Ten(10)feet from fire hydrants. 3/4"diameter and larger in sandy soils where any palm is to be procured. Burlapping of the planting site. trampling or other operations of this Contract shall be repaired immediately. 4. Five 5 feet from service walks and driveways. root mass is required during transport on hauls greater than 300 miles or on an 4. Center plant in I ( ) y P g y palm F. Sod Planting: 1.03 QUALITY ASSURANCE p pit or trench. 5. Five(5)feet from water meters.❑ procured from a sandy soil condition. It is also understood that shade cloth or saran cloth 5. Face g prevailing 1. Install sod within 24 hours after its delivery to the job site. A. Source Quality Control: 70%grade or better shall be wrapped around the crown and fronds of all palm trees,for plants with fullest growth into revailin wind. 2. Preparing Soil: Remove rocks,weeds,debris from area to be sodded. Work up soil to a depth 1. Submit documentation to Landscape Architect at least forty-five(45)days after award of loads traveling greater than 300 miles. 6. Set plant plumb and hold rigidly in position until soil has been tamped firmly around ball or roots. 2. PRODUCTS 7. The planting p 9 of 6 inches,and break up all clods. Soil prep all areas as noted elsewhere in specifications and Contract that all plant material is available. Contractor shall be responsible for all material listed 5. Pruning procedure:With the use of hand toppers and hand pruning saws,35%to 40%of palm p antin its for 24 box and larger Containers should be excavated twice the diameter and Section 3.03 on plant list. An and all substitutions due to availability must be requested in writing prior to 2.01 Materials two feet deeper than the rootball with roughed-in sides. No prepared backfill mix shall be placed P Y Y q 9 P fronds shall be removed during the excavation period.This is required on all genus. Fronds shall 3. Grading and Rolling: Carefully smooth all surfaces to be sodded. Roll area to expose soil confirmation of ordering. All materials shall be subject to inspection b Landscape Architect at A. The following organic, soil amendments and fertilizers are to be used for bid price basis only. under rootball. In addition,for trees not planted in tree grates,install a flexible 4"corrugated,J P Y P Specified amendments and fertilizers specifications will be made after rough grading operations are be removed after palms are approved by the Landscape Architect and under the direction of depressions or surface irregularities. Regrade as required. any time after confirmation of ordering. P P 9 9 9 P perforated drain pipe with soil fabric sock surrounding base of plant pit. Provide a snap tee Landscape Architect.All palm fronds shall be tied in an upright position with 2-ply twine.Twine 4. Turn on irrigation complete and soil samples are tested by the Owner, see Section 1.03F. connection and riser extension to finish grade and install a snap end cap.As determined in field, system to moisten soil prior to laying 2. Plants shall be subject to inspection and approval of Landscape Architect at place of growth or shall be tied horizontally across palm fronds.Twine is to be applied tight enough to remain tied upon delivery for conformity to specifications, Such approval shall not impair the right of B. All materials shall be of standard, approved and first-grade quality and shall be in prime condition during all transporting'healing in'an if percolation rate is less than 2 /hr.additional 6 diameter auger holes at diagonal corners of 5. Fertilizing: Spread Turf Fertilizer(16-20-8)onto the soil evenly at the rate of one pound per 100 9 g P g g d planting phases of work. All Washingtonia species shall square feet of lawn area. Rake in lightly. Be sure soil is level and smooth before inspection and rejection during when installed and accepted. Any commercially processed or packaged material shall be delivered plant pit shall be made to the depth of 4'below rootball and filled with 3/4"crushed rock and q 9 Y� laying sod. Do p J g progress of the work. Submit written request for inspection of be skinned prior to loading. All Phoenix species shall be shaved prior to loading. not la sod on d soil. )ant material at lace of growth to Landscape Architect. Written request shall state the lace of to the site in the original unopened container bearing the manufacturer's guaranteed analysis. covered with filter fabric. Y dry P P 9 P q P 6. Disease control:As an inexpensive insurance policy,all palm fronds shall be sprayed with a growth and quantity of plants to be inspected. Landscape Architect reserves the right to refuse Contractor shall supply Landscape Architect with a sample of all supplied materials accompanied by 8. Container plants shall be backfil led with a thoroughly mixed blend of the following: 7 parts by 6. Laying Sod: Lay first strip of sod slabs along a straight line(use a string in irregular areas). Butt analytical data from an approved laboratory source illustrating compliance or bearing the treesfonlate transport and water drench ra e,approved equal by a plant pathologist)prior to loading of volume on-site soil, 3 arts b volume Earthworks'Planting Mix' 4 lbs.Earthworks 7-1-7 joints tightly, do not overlap edges. On second strip, stagger joints much as in laying inspection at this time if, in his judgment, a sufficient quantity of plants is not available for trees for transport to site or storage,where the'healing in'phase of the procurement shall be P y 9 , J p 9 P, 99 J y ng bricks. inspection. manufacturer's guaranteed analysis: fertilizer mix per cu.yd. of mix,40 lbs. Earthworks Establish per cu.yd.of mix, 10 lbs. Use a sharp knife to cut sod to fit curves, edges, sprinkler heads. completed. 3. The Contractor shall submits specifications of an Item beingused on site upon the request of C. Organic Amendment: Earthworks Soil Amendments, Inc.'Planting Mix', 310.802.8842 Agricultural Gypsum per cu.yd. of mix. Humate plus conditioner in the following rates: 1 tsp. 7. Watering: Do not lay whole lawn before watering. When a conveniently large area has been- p Y P q 1. Planting 7. Loading of palms:All trees shall be loaded with hydraulic or conventional cranes. Front loaders, per 1 Gallon conditioner, 1 tbs Per 5 Gallon conditioner, 3 tbs the Landscape Architect. g Mix: EarthWorks Planting Mix is pre-moistened blend of carefully selected organic P P• p. Per 15 Galloon conditioner, sodded,water lightly preventing drying.Continue to lay sod, and to water until installation is fork lights,or tractors shall not load or unload any palm over eight foot of brown trunk. No chains 1/4 cup per 24"Box, 1/2 cup per 36"box. The preceding is for bid basis only and specific complete. B. Standards: compost, aged forest products, premium peat moss, pumice and chicken manure which is shall be considered in loading or in the unloading of palm trees.All rigging shall consist of the backfill specifications ll b formulated for all landscape planting applications. will a made after rough grading operations are complete and soil 8. Rolling Sod: After laying all sod, roll lightly eliminate irregularities and to form good contact 1. Provide plants and planting material meeting or exceeding specifications of Federal,State and highest quality wire rope,or on lightweight palms, nylon slings shall be considered.When samples are tested by Owner. between sod and soil. Avoid a very heavy roller or excessive initial watering which may roller County laws requiring inspection for plant disease and insect control. D. Soil Amendment: rigging is to be in contact with the trunk surface or pineappled crowns of palms,2"x 6"number 1. Soil Sulfur: Agricultural grade sulfur containing a minimum of 99%sulfur(expressed as 9. Palm Tree Planting: marks. 2. Provide quality and size conforming to current edition of"Horticultural Standards"for number 9 9 9 ( P 3 grade or better lumber shall be placed between rigging and tree surface.This shall be done one nursery stock as adopted by the American Association of Nurserymen. elemental). P P P a. All planting pits for palm trees shall be a minimum of two feet greater than any side of the 9. Irrigation: Water thoroughly the completed lawn surface. Soil should be moistened at least 8 ) under the direct supervision of the Landscape Architect and his representative. Boards shall be root ball with'roughed-up' inches dee Re eats sprinkling at regular intervals 3. Provide plants which are true to name. Tag one of each bundle of lot with the name and size of 2• Iron Sulfate: 20% Iron(expressed as metallic iron), derived from ferric and ferrous sulphate, situated between tree and rigging to avoid any possible scars or unsightly abrasions that may be thsides in the planting pit. Trees shall be planted perpendicular to P P P 9 9 to keep sod moist at all times until rooted. plants in accordance with the standards of practice of the American Association of Nurserymen. 10%sulfur(expressed as elemental). caused by the loading and unloading phase of work.All consideration shall be given in the y grade and plumbed under the direction of the Landscape Architect after planting. In finished After sod is established,decrease frequency and increase amount of water per application as 3. Calcium Carbonate: 95%lime as derived from oyster shells. selection of a larger crane to facilitate loading, unloading and setting.This consideration shall grades other than a one to one condition (level ground),trees shall be set differently necessary. 4. In all cases, botanical names shall take precedence over common names. the liability contingent upon the given grade condition.The sand backfill shall be applied in 6"lifts 10. Replacement: Where sodded areas do not show a prompt and obvious indication of viability, 4. Gypsum: Agricultural grade product containing 98% minimum calcium sulphate. vary based on any given site situation and is solely ty and responsibility of the C. Workmanship: Perform work in accordance with the best standards of practice for landscape work (layers)and jetted with water, by the use of a high pressure nozzle and hose. At least 80% re-sod as originally specified at ten day intervals until an acceptable stand of grass is 5. Amendment: Establish'b Contractor and his subcontractors. and under the continual supervision of competent foreman capable of interpreting the drawings and y Earthworks Soil Amendment Inc., 310.802.8842. Earthworks compaction is required in the planting pits of all palm tree genus.80%compaction may be established. Replace all dead or dying sod with equal material as directed by Landscape Establish is designated to be used as a pre-plant soil amendment and contains both soluble and 8. Transporting of palms:All palms traveling a state highways shall meet all licensing achieved with the assistance of pneumatic tampers.Any adjustments necessary to Architect. specifications. 9 P p requirements and abide by regulations governing any particular region where work is being D. Quantities and Types: Plant materials shall be furnished in the quantities and/ors spacing as shown insoluble nutrients for immediate and long term fertilization as follows: Analysis: 1-1.3-6.3 straighten alms due to poor compacting shall be made b the Contractor at no charge to G. Pot Planting: yP q P 9 ° o ° ° ° performed,including, but not limited to,overload permits,overlength permits and wideload 9 P P p 9 Y 9 g' or noted for each location,and shall be of the species, kinds,sizes, etc., as symbolized and/or 1/°Total Nitrogen, 1.3/o Available Phosphoric Acid,6.3/°Soluble Potash, 16/°Calcium, 1.5/° , P Y ° ° permits when transporting any cargo. Triple stacking of any palms shall not be an acceptable the Owner within twelve months after final acceptance of the project. Refer to the planting 1. Place all plants as specified and as located on plans. described in the"List of Plant Materials,"all as indicated on the drawings. Sulfur, .75/o Iron, .06/o Manganese. Derived from: Rock Phosphate,composted chicken details,for the provision and requirements of au ered holes in bottom of planting it manure, sulfate of potash, gypsum,worm castings and dairy manure compost. practice when transporting palms anywhere, in any state.Truck loads shall,as a matter of P q 9 P 9 P 2. Backfill pot to within 1"of rim with a thoroughly mixed custom blend of the following or an E. Verification of Dimensions and Quantities: All scaled dimensions are approximate. Before course,conform to the highest standards and found to be acceptable to the Landscape b. Palm tree plants shall be backfilled with: 100%washed,plaster or concrete sand free of all approved commercially mixed planter pot soil mix. 1 part by volume washed Silica sand, 1 part proceeding with any work, carefully check and verify all dimensions and quantities and immediately Architect and his representative. deleterious matter or chemicals which may inhibit or otherwise harm the health,vigour and by volume Organic Amendment(Section 2.01 C), 10 lbs 12-8-8 fertilizer per cubic yard of custom inform the Landscape Architect of any discrepancy between the drawings and/or specifications and E. Fertilizer: growth of the Palm Trees. mix or approved commercial) mixed planter of soil mix If fertilizer is not already incorporated actual conditions. No work shall be done in an area where there is an such discrepancy until 1. Planting Fertilizer: Granular form fertilizer consiting of the following percents by weight by I. Guying and Staking Materials: co Y p p (' y' p y y P Y ° ° ° 1. Wood tree stakes: Lode pole In 10. All plants which settle deeper than the surrounding grade shall be raised to the correct level. into the commercial mix). approval for same has been given b the Landscape Architect. Earthworks: 7/°nitrogen, 1/°phosphoric acid, 7/°potash g p pine,full treated with Coppernapthanate Wood Preservative in PP 9 Y P � strict accordance with Federal Spec.TT-W-572 Type 1 Composition B,2"(mm.nominal size) After the plant has been placed,additional backfill shall be added to the hole to cover H. Pine Tree Transplanting: Contractor shall transplant existing pine trees in accordance with industry F. Agricultural Soils Testing: 2. Gro-Power Planter Pot Fertilizer: Shall be Gro-Powers controlled release fertilizer and soil 9 g' o ° o diameter x 10'long, no split stakes. Stakes are to be free of loose knots or bends and are to be approximately one-half of the height of the root ball. At this stage,water shall be added to the standards and in a manner which does not harm the trees short and long term viability or conditioner or equal in the following percents by weight. 12/°nitrogen,8/o phosphoric acid, 8/°1. An analysis of existing on-site soil, import top soil,and light weight planter soil is required prior potash,25%humus,5% humic acid pointed at one end. top of the partly filled hole to thoroughly saturate the root ball and adjacent soil. appearance. After planting each tree shall be watered with a solution of water and'Super-Thrive' to beginning planting work and purchasing the same products or materials. 2. Pipe Tree Stakes: Sch.40 steel pipe, 1-1/2"diameter with cap, 11. Can Removal: per the manufacturers specifications. 3. Planting Tablets: P p•p p,primed and painted before a. Cut cans on two sides with an acceptable 2. The testing laboratory shall be Wallace Laboratories Inc.365 Coral Circle, El Segundo,CA ° installation with two coats flat black exterior enamel. Touch up in field to match shop condition. can cutter. I. Mulch Cover: All groundcover, perennial,and annual beds to be dressed with 1 1/2"layer of mulch. 90245, 310.615.0116.Tests shall be paid for by the Owner. The quantity and location of on-site a. Shall be slow released type with potential acidity of not more than 5/o by weight containing b. Do not injure root ball. the following percentages of nutrients by weight: 20%nitrogen, 10%phosphoric acid,5% 3. Ties: 1 soil samples to be tested shall be determined by the Landscape Architect after rough grading � �� c. Do not cut cans with spade or ax. 3.05 CLEAN-UP potash,2.6%combined calcium, 1.6%combined sulfur, .35%iron (elemental)from ferrous a. V.I.T. Products'Twist brace', 800-729-1314. TB-24 for 15 Gallon Trees,TB-36 for 24 Box p A. After all planting operations have been completed, remove all trash, excess soil,empty plant operations are complete. Trees,TB-42 for 36"Box Trees d. After removing plant, superficially cut edge roots with knife on three sides. sulfate containers and rubbish from the property. All scars, ruts or other marks in the ground caused by this 3. The quantity and location of on site soil samples to be tested shall be determined by the b. Attach to Lodgepoles using galvanized nails. I 12. Box Removal: Landscape Architect. Provide b. Shall be 21 gram tablets as manufactured by Agriform or approved equal,applied per 4. Steel Guy Anchor:V.I.T.'Rapid Type Anchor'with installation in accordance with manufacturers plant boxes before planting. work shall be repaired and the ground left in a neat and orderly condition throughout the site. manufacturer's instructions. a. Remove bottom of Ian Contractor shall pick up all trash resulting from this work no less frequently than each Friday before 1.04 JOB CONDITIONS 4. Palm Tree PlantingTablets: Shall be Gro-Power 9-3-9 7 ram controlled-release tablets specifications and recommendations. b. Remove sides of box without damage to root ball after positioning plant and partially A. Perform actual planting only when weather and soil conditions are suitable in accordance with 9 leaving the site, once a week,and/or the last working day of each week.All trash shall be removed containing the following percentages of nutrients by weight: 9%nitrogen,3%available 5. Guying Hardware: (a)Wire: 1/8"galvanized, (b)Hose: 1/2"new rubber hose, (c) U-Bolt Cable backfilling. completely from the site. locally accepted practice. phosphoric acids,following soluble potash, f n calcium,4%magnesium,2% Iron, .05%Manganese, clamps: galvanized,size as required,(e)Safety Sleeve: 1/2"white P.V.C.full length of wire. 13. Plant Tablets: P Y 1.05 SUBMITTALS ° ° B. The Contractor shall leave the site area broom-clean and shall wash down all paved areas within .05/o Zinc, 5/o humic acids a. After the water has completely drained, planting tablets shall be placed in the tree and shrub the scope of work area,leaving the premises in a clean condition. All walks shall be left in a clean A. Product Data: J. Tree Paint: Morrison Tree Seal, Cabort Tree paint,or equal. plant pits, no more than 1/3 the way up the rootball and spaced equally around the 5. Pre-Sod Fertilizer: Shall consist of the following percentage by weight and shall be mixed by a and safe condition.1. Materials list of items proposed to be provided under this Section. commercial fertilizer supplier: 16%hydrogen,20%phosphoric acid, 8%potash K. Water: Furnished by Owner;transport as required. perimeter approximately 2"from root tips,as indicated below: One tablet per one-gallon 3.06 OBSERVATION SCHEDULE 2. Complete data demonstrating compliance with the specified requirements. This shall not in any L. Mulch: container. Two tablets per five-gallon container. Three tablets per 15-gallon container. 6. Sulphate of potash: 0-0-50 A. The Contractor shall be responsible for notifying the Landscape Architect in advance for the way be construed as permitting substitutions. ° 1. 'Forest Floor'as supplied by Aguinaga Fertilizer, 949.786.9558. Four tablets per 24" box. Five tablets per 30"box. Six tablets per 36"box. Seven tablets 3. Submit samples of each of the materials listed in Part 2-'Products'as determined b the 7. Single Super-Phosphate: Commercial product containing 18-20/°available Phosphoric following site visits, according to the time P y 2. The mulch shall consist of a wood bark material 2 inches or less in size. per 42 box. Eight tablets per 48"and those box sizes which are larger Landscape Architect. Pentoxide,or equal. Y 1. Pre-job conference-7 days M. Aluminum Headerboards: b. After the surface water has drained Palm Tree Planting Tablets shall be placed, no more 8. Urea Formaldehyde: 38-0-0 2. Final grade review-48 hours B. Certification: Provide a certificate with each delivery of bulk material, stating the source, quantity, 1. Headerboards shall be'cleanline'3/16"x 4"natural aluminum-mill finish supplied by Permaloc than 1/3 the way up the rootball and spread equally around the perimeter approximately 2 and type of material and stating that the material conforms with the specified requirements. 9• Humate plus conditioner by Tri-C Enterprises,800.927.3311. 3. Plant material review-48 hours YP 9 p q Corp.800-356-9660,616-399-9600. 16'-0"sections to include(5)five 12"aluminum stakes. All from the root tips,as follows: 30 Tablets per Palm Tree. 1. For bulk delivered organic fertilizer,also show on the certificate of volume, net weight and F. Import Top Soil: Silt plus clay content of the import soil shall not exceed 20%by weight with a 4. Plant layout review-48 hours 9 9 ° stakes shall be set below top of headerboard. c. Planting tablets shall be set with each plant on the top of the root ball while the plants are percentages of nitrogen and phosphorus and potassium. minimum 95/° passing the 2.0 millimeter sieve. The sodium absorption ratio(SAR)shall not exceed still in their containers so the required number of tablets to be used can be easily verified b 5. Soil preparation and planting operations. One tree with each type of specified staking shall be 2. Compact grades adjacent to edging to avoid settling. q Y Y 2. For other fertilizers and soil conditions in containers, show on the certificate the total quantities 6 and the electrical conductivity(ECe)of the saturation extract of this soil shall not exceed 3.0 the Landscape Architect. approved prior to planting of trees-48 hours. q millimhos per centimeter at 25 degrees centigrade. The boron content shall be no greater than 1 3. Corners:cut base of edging up half way and forma continuous corner. 14. Backfill: 6. Pre-maintenance-7 days by weight and volume for each material. part per million as measured on the saturation extract. In order to insure conformance, samples of 4. Headerboards shall be furnished as shown on the drawings and herein specified. They shall be a. The remainder of the hole shall then be backfilled and tamped firm. 7. Final walk-through-7 days 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING the import soil shall be submitted to the agricultural soils testing laboratory(see section 1.03F)for laid true to line and grade, and in a workmanlike manner and in accordance with manufacturers B. When A. Delivery: specifications and recommendations. Care shall be exercised in laying b. After backfilling,an earthen basin shall be constructed around each plant. Each basin shall n observations are conducted by someone other than the Landscape Architect,the Contractor analysis prior to,and following, backfilling. Do not obtain top soil form areas in which are growing P ying aluminum headers to shall show evidence in writing of when and b whom these i 1. Deliver fertilizer to site in original unopened containers bearing manufacturer's guaranteed noxious weeds such as morning glory oxalis Bermuda or nut grasses. Soil shall be free of protect adjacent improvements, shrubbery and other properties from damage. All stakes shall be of a depth sufficient to hold at least two(2)inches of water.The basins shall be 9 Y inspections were made. chemical analysis, name,trademark, and conformance to State Law. deleterious and/or harmful substances and properties. be placed on ground cover side of headerboard. constructed of amended backfill materials. Remove basin in all turf areas after initial C. No site visits shall commence without all items noted in previous Observation Reports are either 2. The Contractor shall furnish Landscape Architect with copies of receipts for all amendments G. Plant Material: N. Sand: Washed silica sand. watering completed or remedied, unless such compliance has been waived by the Owner. Failure to specified in Section 2.01 Materials or amended by the required Soils Report specified in Section 1. Plants shall be in accordance with the California State department of Agriculture's re ulation for O. Soil Separator and Drainage Matting: c. Make basin berms for trees and shrubs and from 5 gallon and larger containers at least 4" accomplish punch list tasks or prepare adequately for desired inspections shall make the Contractor 9 responsible for reimbursing the Architect at his current billing rates per hour(plus transportationh make other mounds at least 2"hi Unless otherwise directed, g .1.03 F. � nursery inspections, rules and rating. All plant materials shall have been inspected and 1. Mirafi 140N available from Whitecap Industries(714)258-3300. (Or approved equal). high. costs). No further inspections shall be scheduled until this fee has been aid and received. Deliver all plants with legible identification labels. released by the County Agricultural inspector prior to delivery on the job. All plants shall have a 2. Warren's TerraBond#1114 Geotextile Fabric. d. On slopes,construct half-mounds on the lower side if full mounds are not practical. P a. Label trees,evergreens, bundles or containers of like shrubs, or groundcover plants. normal habit of growth and shall be sound, healthy,vigorous and free of insect infestations, P. Tree transplant stimulant e. After watering, refill settlement within the basins to the required grade, using the specified b. State correct plant name and size indicated on plant list. plant diseases, sunscalds,fresh abrasions of the bark, excessive abrasions,or other 1. 'Super-Thrive'by Vitamin Institute mix. c. Use durable waterproof labels with water-resistant ink which will remain legible for at least objectionable disfigurements. Tree trunks shall be sturdy and have well"hardened"systems f. Watering basins shall be planted with ground cover in normal pattern. 3. EXECUTION 15. Watering:60 days. and vigorous and fibrous root systems which are not root or pot-bound. In the event of g: Immediately after planting, apply water to each tree,vine and shrub in a moderate 3.01 SURFACE CONDTIONS AND PROTECTION OF PROPERTY disagreement as to condition of root system,the root conditions of the plants furnished by the hose stream in the planting basins, until the material about the roots is completely saturated d. Immediately remove from the job site all plants which are not true to name,and all materials A. Prior to excavation for planting or placing of stakes,locate all electric cables and conduits,storm which do not comply with the specified requirements. Contractor in containers will be determined by removal of earth from the roots of not less than from the bottom to the top: P Y P 4 and sanitary sewer lines and all other utility lines so that proper precautions may be taken not to two plants or more than two percent of the total number of plants of each species or variety. a. Provide thorough watering of ground cover by means of the irrigation system within one 4. Protect plant material during delivery to prevent damage to root ball or desiccation of leaves. damage such improvements. In the event of a conflict between lines and plant locations, promptly Where container-grown plants are from several sources,the roots of not less than two plants of hour after ground cover planting. 5. The Contractor shall notify the Landscape Architect seven (7)days in advance of delivery of all each species or varlet from each source will be inspected. In case the sample )ants inspected notify the Landscape Architect. Failure to follow this procedure places upon the Contractor the P Y P P P P b. Apply water in such quantities, and at such intervals,as are required to keep the round plant materials and shall submit an itemized list of the plant in each delivery. are found to be defective,the Landscape Architect reserves the right to reject the entire lot or responsibility to repair damages at his own expense which result from work hereunder. PP Y q q P 9 P 9 1 moist at all times well below the root system of grass and other planting. B. Storage: lots of plants represented by the defective samples. The Landscape Architect is the sole judge 3.02 INSPECTION A. Obtain owners certification that final grades to+0.10'have been established prior to commencing c. Provide hose watering for plants which cannot be efficiently watered with the irrigation 1. Store plant material in shade and protect from weather. as to acceptability. Any plants rendered unsuitable for planting because of this inspection will system. 2. Maintain and protect plant material not to be planted within four(4)hours in a healthy,vigorous be considered as samples and will be provided at the expense of the Contractor. planting operations. Provide for inclusion of all amendments, settling, etc. Landscape Contractor shall be responsible for shaping all planting areas as indicated on plans or as directed by the 16. Pruning: condition. 2. The size of the plants will correspond with that normally expected for species and variety of Landscape Architect. a. Pruning shall be limited to the minimum necessary to remove injured twigs and branches. C. Handling: The Contractor is cautioned to exercise care in handling, loading, unloading and storing commercially available nursery stock or as specified on drawings. The minimum acceptable B Pruning shall no d "Inspect trees, shrubs and liner stock plant material for injury, insect infestation and trees and shrubs t be one prior to delive of plants. Cuts over 3/4 In diameter shall be of plant materials. Plant materials that have been damaged in any way will be discarded and, if size of all plants measured before pruning with the branches in normal position, shall conform for improper pruning. installed, shall be replaced with undamaged materials. with the measurements, if any, specified on the drawings in the list of plants to be furnished. 1.07 SAMPLES AND TESTS: Landscape Architect reserves the right to take and analyze samples of Plants larger in size than specified may be used with the approval of the Landscape Architect, C. Do not begin planting of trees until deficiencies are corrected or plants replaced. materials for conformity to specifications at any time. Contractor shall furnish samples upon request by but the use of larger plants will make no change in Contract price. If the use of larger plants is 3.03 PREPARATION Landscape Architect. Rejected materials shall be immediately removed from the site at Contractor's approved,the ball of earth or spread of roots for each plant will be increased proportionately. A. Soil Preparation: expense. Cost of testing of materials not meeting specifications shall be paid for by Contractor. 3. All plants not conforming to the requirements herein specified, shall be considered defective and 1. After rough grading operations have ceased and finished grades have been established to 1.08 GUARANTEE AND REPLACEMENT: Submit a written guarantee in approved form in compliance with such plants,whether in place or not,shall be marked as rejected and immediately removed from within .10',the soil shall be conditioned and fertilized in the following manner.Amendments shall the related requirements of General Conditions guaranteeing the work of this section against any the site of the work and replaced with new plants at the Contractor's expense. The plants shall be uniformly spread and cultivated thoroughly by means of mechanical tiller into the top 6"of defective materials and workmanship in compliance with the following terms, agreeing to replace any be of the species,variety, size and conditions specified herein or as shown on the drawings. soil.The following organic,soil amendments and fertilizer rates,and quantities are to be used defective materials and/or workmanship at no additional cost to the owner. Under no conditions will there be any substitutions of plants or sizes listed on the accompanying for bid basis only.Specific planting specifications will be made after rough grading operations A. Trees and Palm Trees shall be guaranteed for a period of one year and shrubs,vines and ground plans,except with the express consent of the Landscape Architect. are complete and soil samples are tested by the Owner per section 1.03F.Application Rates cover fora period of six months after final a 4. Pruning: At no time shall trees, (excluding palm trees or plant materials be pruned,trimmed or DESCRIPTION OF REVISION DATE CRY p approval and acceptance of the project. 9� ( 9 P ) P B. Any plant material which dies or which is not healthy or vigorous when it has received normal care topped prior to delivery and any alteration of their shape shall be conducted only with the and maintenance shall be replaced within or at the end of the guarantee period and as specified in approval and when in the presence of the Landscape Architect. the Landscape Maintenance Specifications. 5. Plant Material: Plant material shall be true to botanical and common name and variety as I CITY OF RANCHO C U CAM O N GA C. Any trees or other plant materials that die-back and lose the form and size as originally specified, specified in the latest edition of the"Annotated Checklist of Woody Ornamental Plants in shall be replaced even though they have taken root and are growing after the die-back. California,Oregon and Washington", published by the University of California School of D. The Contractor,when notified by the Landscape Architect, shall remove and replace all guaranteed Agriculture' DAY CREEK @VANTAGE III L. M . D. plant materials which for any reason fail to meet the requirements of the guarantee. Replacement 6. Nursery Grown and Collected Stock: of material and plants shall be made to same specifications as required for original planting.All a. Grown under climatic conditions similar to those in locality of project. TRACT # 8032 replacements shall be guaranteed as specified for original materials from the actual date of the b. Container-grown stock in vigorous, healthy condition, not root-bound or with root system planting of replacement material. hardened off. 1.09 EXISTING TREES'TO BE PROTECTED IN PLACE' c. Use only liner stock plant material which is well established in removable containers or PLANTING SPECS A. When the site is ready for clearing, existing trees designated as'to remain'shall be protected form formed homogenous soil section. land clearing equipment and construction work. Barricades shall be erected around the tree to 7. Substitute plant material will not be permitted unless specifically approved in writing by the • protect the entire dripline(an imaginary perpendicular line that extends downward from the Landscape Architect. outer-most tip of the tree branches to the ground)of the tree. 8. Sod: Shall be Marathon II by Southland Sod Farms and shall be well established, disease-free, \.NNDSCgpF APPROVED BY: DATE; S-?. r_ -" B. The area around the tree protected by the barricade is there to keep heavy equipment off the tree and weed-free sod in a healthy vigorous condition. ��L�� q,Q CITY ENGINEER �- ' '�..f�`"�%`'��__ RCE: 53672 roots which can compact soil,damage roosts or scar the trunk. Grading away or in any way H. Field Procured Palms \�, ���� �OHN BORry� �'y�� N PLAN PREPARED BY: damaging roots or adding fill(4 to 6 inches)can kill most trees. 1. All palms shall be procured from C.L.Tree Company, 702.360.5148(p), 702.360.5153(f)and W �� °� C. The barricade should stand as a signal against certain practices: No storage of equipment inside shall be procured with the best horticultural practices. r �+ CH BORTHWICK GUY BETTENHAUSEN, INC. the barricade. No dumping of petroleum products, herbicides of other chemicals inside the 2. Health and Vigor: All palms shall possess foliage dark green in color,and showing signs of Landscape Architecture Planning Urban Design _= Si nature DRAWN 2444 Dupont Drive SHEET barricade. No burial of debris within 100 feet of barricades. No fires within 100 yards of barricades. continued growth and development of the Apical meristem. All trees shall be free of any insects * S J Irvine,CA.92612* e area underneath the valuable trees and inside the barricades should be cleared or worked with or disease and shall be sprayed and monitored prior to delivery to the site for diseases common Date KN TEL: (9491-476-8616 FAX: I949)-476-8707 L-10 hand tools. or known to effect the designated species. D. All underground power,water,telephone lines,etc., should be outside the tree's dripline whenever 3. Root ball dimensions shall be as follows: �1qh \P CHE7CKED �� D�yMq NO. possible. Consulting an arborist about placement of trenches is vital. a. Phoenix dactylifera'Deglet Noor': 8 to 16 feet of brown trunk-3-1/2 foot cubed, 17 to 25 F OF CAI.)F� RB Dy�� .108 NO MER-1006.01-03 2�0(> 4