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HomeMy WebLinkAbout1164-L IRK THE W.. ILLIAM LYON COMPANY INC . 8640 ARCHIBALD SUITE B RANCHO CUCAMONGA CALIFORNIA 91730 HIGHLAND AVE. SHEET INDEX Q J ccuww.n rauty -1- a 11 { X COVER SHEET P r ' a i 1 C-1 CONSTRUCTION PLAN - . w _ t• � I-1 IRRIGATION PLAN spa, �.s,� , T-1, S-1 L AL d a 1 F_f •R 'ERNE T-1 TREE VINE & GROUNDCOVER PLANTING S-1 SHRUB PLANTING PLAN U, > D-1 CONSTRUCTIONE D TAILS - �� :._' - ` � •;I - _ • , •Y = t i'i. � u9 - II i � '• G' I °AY GnEFJt B.\SW f°°F°° LEGEND D-2 IRRIGATION DETAILS & r v -..t -` •t '� �`� r•� `� 1' SP-1 IRRIGATION SPECIFICATIONS SP-2 IRRIGATION SPECIFICATIONS Y ,�•. '9. a�3_ r -� 4 _° t^ J l su.oa.i vN..un �_ t't t �t:t•o i � G- rma. SP-3 LANDSCAPE SPECIFICATIONS, LEGEND & DETAILS M QUANTITY' ESTIMATE ORSE CONSULTING GROUP � - t t PLANNING • ENGINEERING • LANDSCAPE ARCHITECTURE TRAIL WITHIN TRACT 13440 .jrig e 'o • SOUTHERN PACIFIC • RAILROAD 4860 IRVINE BOULEVARD, SUITE #201 GROUND COVER 19900 S.F. IRVINE, CALIFORNIA 92714-1299 TURF 1050 S.F. 714) 730-7117 CONCRETE WALK 3615 S.F. SHEET KEY MAP RjNOTE: - PLAN CHECK SUBMITTALS N ALL CONCRETE WALK AND PLANTING QUANTITIES LISTED Submitted Department Returned Approved DESIGN GROUP IC • ARE FOR BID COMPARISON AND LANDSCAPE ASSESSMENT q-1�.g� pt�,�,� n to-12-81 00 ' DISTRICT PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE tt-o9-8� .n Z FOR HIS OWN TAKE-OFFS AND INSTALLING ALL PLANT PLANNING AND LANDSCAPE ARCHITECTURE MATERIALS SHOWN ON THESE PLANS AT THE SPACING 4860 IRVINE BOULEVARD, SUITE 203 IRVINE, CA. 92720-1999 (714) 731-2522 'SPECIFIED. NO SCALE ABBREVIATIONS VICINITY MAP PROJECT SITE . Q AT DS. DOWNSPOUT INV. . INVERT ELEVATION S. SEWER A.B. ANCHOR BOLT E. EAST J.B. JUNCTION BOX S. SOUTH A.B.S. ACRYLONITRILE BUTADIENE STYRENE PIPE EA. EACH L. LENGTH OF ARC SCH. SCHEDULE A.C. ASPHALTIC CONCRETE E.C. END OF CURVE L.A. LANDSCAPE ARCHITECT S.G. SUB-GRACE A.C.P. ASBESTOS CEMENT E.C.R. END OF CURB RETURN L.F. LINEAR FEET SHT. SHEET Q ALT. ALTERNATE E.J. EXPANSION JOINT LT, LEFT S.F. SQUARE FOOT, FEET Q• DESCRIPTION OF REVISION DATE APPROVED ALUM. ALUMINUM ELEV. ELEVATION MAX. MAXIMUM SPECS. SPECIFICATIONS w FGghland Ave. APPROX. APPROXIMATE E.W. EACH WAY MFG. MANUFACTURER SQ. SQUARE PACIFIC ST. STREET CITY OF RANCHO CUCAMONGA B.C. BEGINNING OF CURVE EX. EXIST. EXISTING Mil. MANHOLE Baseline Rd. B.C. BOTTOM OF CURB F.F.E. FINISH FLOOR ELEVATION MIll. MINIMUM SFS. SURFACE FOUR SIDES R q B.C.R. BEGINNING OF CURB RETURN F,G. FINISH GRADE N. NORTH T. TANGENT O VICTORIA VINEYARDS NORTH BLDG. BUILDING F.L. FLOW LINE N.I.C. NOT IN CONTRACT T.C. TCP OF CUn3 P� Foothl I Blvd. TOP C.B.S. GOND CONDUIT BOTTOM F STEP FTF.S. FINIFEETSIiF00TSURFACE NOO�: 31 ONMCENTER .F.B• TOP OF FOJTiNGOF CATC-1 ASiiI yOJ(2`�' ' ; a TRAILS — TRACT 13440 a > C.B. CATCH BASIN FTC. FOOTING O.D. OUTSIDE DIAMETER G. T�9 OF CRATE Q v a ro C.F. CURB FACE GA. GAUGE P.A. PLANTING AREA T&G TONGUE AND GROOVE T _E COVER SHEET T.P. TOP OF PAVING m v = 3 C.J. CONTROL JOINT GALV. GALVANIZEu P.C.C. PORTLAND CEMENT CONCRETE c Uj w C.L. e CENTER LINE GC. GROUNDCOVER P.C.C. POINT OF COMPOUND CURVE T.S. TOP OF STEP 5 Q cc TN C.M.U. CONCRETE MASONRY UNIT G.L.B. GLUE LAMINATED _-EAM P.R.C. POINT OF REVERSE CURVE T.W. TOP OF WALL LLJ OL / � 0 MY C.O. CLEAN OUT G.P.M. GALLONS PER MINUTE, PL. L PROPERTY LINE TYP. TYPICAL SAti CITY KNOtra A / �L L- Fi•C.�. NGI. 22397 CONC. CONCRETE GR. GRADING P.S.I. POUNDS PER SQUARE INCH V. VOLTAGE DESIGN REGDMMENDKO VERT. VERTICAL BERNARDINO FREEWAY 1 - 10 MORSE CONSULTING GROUP CONT. CONTINUOUS GRND. GROUND P.V.C. POLYVINYL CHLORIDE I �PUIMYlhC�FJiC.lNEERM0 AA�DSCAPEARCMTSC7l1� CSK. COUNTERSINK Ii. ,HT. HEIGHT R. , RAD. RADIUS W. WITH D.K� UNROtw X%'AW.31XMSM C'1. CUBIC MCR. HEADER R.C.V. RMOTE CONTROL VALVE - -. W. WEST R.vc cuaavu,¢Ttata� DRAWN K.vtt irutna 1 tAutDCS[JtT tF499T DET. DETAIL HORIZ. HORIZONTAL REF. REFERENCE W.P. WATER PROOFING D.K. JOB NO. 240-45 X OF 10__ D.F. PRINKING FOUNTAIN H.P. HIGHPOINT REQ. REQUIRED DIA. 0 DIAMETER I.D. INSIDE DIAMETER RWD. REDWOOD DRAWrNvrrO. J.S. , DA„ f f a-- ' i STREET + A _ G Tola OF 5LOPP, 16 11 18 _ Loci klal,L SEE ENC-��NE��S Sfi-:f IMFROVf�Mf�-Nf PLANS r-dtZ TP-AGT 15440 t;OK INl`:�o12MATION ON 13F20OK5 F0X�-:5 Wr°�L{� sCoN � V-o'I o,c, 17RAINPIP� TNRDUUN GUR6. Ir- TNS A1Z� ANY T`�r' 7H�(-�1-�) Lt�" �� e � „ l�i�l.K �Sco�.IN3 TR���I�N�' . 05CRF-PANCIE5) NOTIFY 1rANP5CAFE ARCH ITEC'(. 5 '� , (-2 TH IS 1 HTFR55CTo . r 00 J 1 A.5 ko Wk - .�� F- _ .... ..... -N U) C r.. 001) oa I�l�.l� SGGI rl� �NF V 1 i N T R6 El," D �/I�O 4A4r I�'J a ALIGN ibI.oCK N•4L oNC, McW6 TR W/ h � O A /o�1, �Io�J •5T1� p . ruV-j�4rr ISN i:rvtiaLEa.O;>l� `r CONSTRUCTION LEGEND 6' HT. SLUMP BLOCK WALL, o CONCRETE WALK. o p 6" WIDE CONCRETE MOW STRIP. B "0000"'O""""' WROUGHT IRON FENCE OVER LOW BLOCK - -' D-1 WALL•.W/ COLUMN - LIGHT FIXTURE - SEE NOTE. D-1 1Y O NOTE z LIGHT FIXTURE - SYLVANIA "ALLEY KAT" 70 WATT HIGH , aPP5P EWs gox plz?JNpIPt; -rHIZu cul - -eo PRESSURE SODIUM FIXTURE MOUNTED ON ANODIZED POLE NOT TO MATCH FIXTURE. MOUNTING HT. 10'-0"9 SPACING 80';- 0" OR AS SHOWN. GATE APPROVED FOR GENERAL CONSTRUCTION NOTES, SEE SHEET D-1. CITY OF RANCHO CUCAMONGA ow ,. = - `yA'~ ` SEE ENGINEERS GRADING PLANS FOR LOCATION, CONSTRUCTION VICTORIA VINEYARDS NORTH - - AND QUANTITIES OF ALL WALLS. TRAILS - TRACT 13440 i .... CONSTRUCTION PLAN PREPARED BY: PREPARED FOR: Of 7 DATU ------ — -- _ cmrwin,�o nOi�iw allyrte— w.c.a. rvo. 22367 �, ..r�,• _ _ -_ �`y - ; - ,z - D[aIYN AaCDMMENDEO MORSE CONSULTING GROUP C p, ftPfAVfNC MORSE CONSULTING CROUP .UK.IMDtQyG"Ltl�6LSCAKAACTOTEC1LAtEPLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE LYON ..o"v.[DMAXN M fun MM sHaaT 1 os 10 4860 IRVINE BOULEVARD, SUM #x201 JOB NO. 240-48 C , O IRVINE,CALIFORNIA 92714-1299e WILLIA LY m (714) 7347117 C7/I2t c'P' to „ GaGC�O DIIAWIM NO• 8540 ARCHIBALD SUITE B J.S. SCALE. 1"-30' KEY MAP NO SCALE RANCHO CUCAMONGA, CALIFORNIAORNIA 91750 -T STREET + , 9 16 11 100 �9 • O O O O • • W LLJ OHO W U) • \ I - �$ 6 aV NOTE : SEE SHEET SP-3 FOR TREE, VINE, AND GROUNDCOVER PLANTING LEGEND, PLANTING DETAILS, AND LANDSCAPE SPECIFICATIONS. O z -orb- • - - �_... �;:..- DATE APPA YEO CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH -- TRAILS - TRACT 13440 r TREE, VINE & GROUNDCOVER PLANTING PLAN PREPARED BY: PREPARED FOR: CL&T` F A T-Y KNOIND WY —�" N.C. 22397 DESIGN AL.GOMMENO[O M;► fORSE CONSULTING GROUP _ M f MORSE CONSULTING GROUP ,C.P. �,�,, �„�, , LYON `Wmm f-. - I PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE - DRAWN ■v'...[^LANAY rr1.l]A ma rsnn M■tT 4860 IRVINE BOULEVARD, SUITE a1�201 B.H. JOB NO. 240-48 Lryuy ) IRVINE,CALIFORNIA 92714-1299 G— T-1 10 . . : .: ..:::.... . - �9teWILLIAM LYONrm airL (714) 730.7117 Q DRAWIN D ti0. A _ 8540 ARCHIBALD SUITE B -LSE)' 1 I �T r L SCALE: 1" 30' KEY MAP NO SCALE RANCHO CUCAMONGA, CALIfORN1A 91730 J.S. DA„ A STREET + , xllYto Y •yxyY • Y Y Y Y Y LhYY ;/j� xyY �o rV 16 11 1 $ Y Y /4v co % x hY y Y L I O XGG xx x x xY - X.t'✓ r ::is rl:it Gti\ .■ . U-G_i cr2;f I 2 INI 0 ••Y••x• yx YY YYYY YYh YY h :rl•r-:` \ l.\ �1 J 1\"r _ W 1 ifl L r '1 v. h0 Y000 OOY `/`A O • • 00000ir O00 O y - - Y I rOO0 00 0 _ ^ rf yY Y°Y I6 H&i - v ,&,!3 P—o T5 0 z .4 LATE NOTES: __ - ------ _-�--, - � APPROVED = `~ CITY OF RANCHO CUCAMONGA SEE SHEET SP-3 FOR SHRUB: PLANTING LEGEND PLANTING VICTORIA VINEYARDS NORTH DETAILS, & LANDSCAPE SPECIFICATIONS. - _ TRAILS - TRACT 13440 * CONTRACTOR SHALL BE RESPONSIBLE FOR SHRUB AREA TAKE OFFS. THE NUMBERS SHOWN ARE FOR BID PURPOSES Kr• - :, f " SHRUB PLANTING PLAN ONLY. REFER TO SHRUB LEGEND FOR SPECIFIED SPACING. PREPARED BY. PREPARED FOR. THE INTENT OF THESE PLANS IS TO PROVIDE COMPLETE = k'' /J G/►T1 APPgOVtD �V - COVERAGE OF THE AREAS SHOWN AT THE SPACING DESIGNATED ' -- � CMY INi 22397 ; y' DIN�Iw fi � w.c.t, nw. FOR EACH SHRUB TYPE, { i ' MORSE N L TIN " CO SU G GROUP D[" iitCOMMENDtD MORSE CONSULTING CROUP ; . Lyo L.R. 1PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE N .WvW �W ..�..,m DRAWN n w unit amEl T �j :L: t„y; ;: , _ .• .4 .., = ,.... 4860 IRVINE BOULEVARD, SUnl #201 JOB NO. 240-480r 1299 L RIRVINE,CALIFORNIA 92714 S-1 cw 10WILLIAM LYONrafr(714) 7307117 SCALE: 1 =30 KEY MAP NO SCALE 8540 ARCHIBALD SUITE a � RANCHO CUCAMONGA, CALIFORNIA 91730 1.S. GONG. �,JALX - MOK TYP CONO. wom r-A4q Tao I NFO , 5 E 5 4.A- CAP Firs UNDER �� MEDIUM a,&4L 0 F ROO M FINISi•1 F'l O-I -} SURFACE . LOCK" 415Mccopi TKOWEL i .: ofzEa CAP - 0 ION" COLOR ;. -. FInIISH > OR EQUAL. PF "! A ;04 CWF 5G0 fRF, L�C AT e O•C, ^ � � � •• • 1 1'41 R �rrD EDGE � �ert� M L� I J4aNT AT 4'G.G LI i - PINI5H GIMP-OU G"x "x i C'o' �. 5LU M P BLoGK 6t lAt1, DrtcTIcN. l I BLOCK 0MCA'I''f15510N' FCPR RET. - Z t1, - Qp IMG It1�,LLs cam. -MEt.�I t�M QOM �I1�ISt-�, T'(�`? -o p GoLORT,-pe I? AI EMN -r-­IE TURA CoNC. ^!� OR LI I-I } ' ` E FOR F1QE5"�hgDING RET. l9� S. 6EE GRAINNG Pt�wS a=te T� >��-uSH �/ T coMPACT ISR SOIL, Ra✓Ft ?j• 3 IMG GONDITIoNS•S •,C - WGHT FOOT- i us CM" CSG LOHT 21 -OII )NCI I^1 PG IQ, HEIGHT' WW-5 O C '� - STR�.lGrL11�A1. EI R, -rax.ED doINT wrtN ENGpR�S Fj �. PLAN J- *V411 GREE GIroUND� -i ,�,I 1 d9- G��,NGEs o� tDIRFc�N N rOTE ' I -p Oil- COMPACTION F'� F��RT ` SW CST. L� i - --° OW. R.al-Gol"It"IENDAT IONS' 6 ALAZY KAT -10 STT +-I IES H •• o v0 klAL_ 0- N6 r NG rr N II( = s-7'cTU"Lr AGR VO M&\T�H tIXTJRE MouNTING I I EE HrIrHT Id-011 SI`,x:NCII�Cq• <9 I-Olt S ENGINEER'S PLANS FOR ALL WALL CONSTRUCTION. �s 6 H O wH Ori Cor,sT. 14t!N . em !FtA0 121 0:W=64 %AIA NO SCALE CA] CONC. MOW STRIP NO SCALE B LIGHT FIXTURE/CONCRETE PAD ' NO SCALE (C] GONG, WALK FINISHING NO SCALE p TTt r' AL, C4NNEG"TON-TV XIAJ- -OR G0l-,L^1N= �" X CJS - +� !o'CURB PER �•I• STD. 303 2)04 SAR ZA•'LONG ) ' ' - `� I SwT T5rHEEL' �A CHER DRAIN MASONRY NOTES (3 � cow�c-l'loN -rrp wrTM t� , - � M Loft�R9 W BLOCK - - E 1L401y ToUC.1•iE5 _ �Qri \1 � II No.2424 cAsr iao+T .•• DRAIN 2PAR -(MW) WAY EQ,IALL'- S��D 6�"T�.rE�N CCUMH 2' 4Q• S�-UMP 1,3LOG{L - � \\� //i ( j � WT. 1100 RATE - r -sus, 1}{w /112 1. CONCRETE MASONRY UNITS TO'BE GRADE "N" PER ASTM C-90-52. WALL C,- P"iAX. COLUMN AT 5 -o +1 _ �� � + . � � � / \\;. 2A _- . ' j �6 SQ.'Iv�IN6 -r� C IE P�15 O 4" I I III III III III III I ` + � 1 Z • ••: . 2. CONCRETE IN FOOTINGS SHALL ATTAIN COMPRESSIVE. STRENGTH OFrRoM "ir� II2,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED.ig G'-a ;-�,c. v1rRT1C�l1_'f o�.TrP. exp I I 1 �•• � " SECTION A-A • ' ' - - - 3. THE GROUT FOR CELLS TO BE ONE PART PORTLAND CEMENT TO THREE �j�i E�nA I CURB CONDITIOI�JPROFILE PARTS SAND. I� �L zay.• ' � �• � I l I J��� /I �7 ��-��G�p`�- C�s�•,�O` I ~I I 4. MORTAR SHALL CONTAIN ONE PART PORTLAND CEMENT, PART LIME COVER MAY PRIME ^ � Ej- �/�)V ( /I 5^ � l NO 2424 BODY PAINTED OR GALVANIZED PUTTY, 31 PARTS SAND PER ASTM C270-52T. 0.7'24 --p 00 AS REO. M O Ci• Wt-PEA W-coag 4 S. OMIT ALTERNATE HEAD JOINTS IN FIRST COURSE ABOVE GRADE TO SERVE z�z<rosFRANEcoPnoxALl AS WEEP HOLE OR PROVIDE 2" DIAMETER PIPE AT 10'-0" ON CENTER. I. GONG, G,IDIA�,IL f ( f , 4•SIDEWAL}( G 33 33 3.5- STEELTHAV PER 570. 310 6. PROVIDE 1 CU. FT. PORUS GRAVEL PER LIN. FT. BEHIND LOWER COURSE 1xRAI'4 , - AT RETAINING CONDITION. SN � 2 MW. v 3,�XP �'oiNT-1N6� PHA TIG \ 23 i F, T 4' 1. BOTTOM OF FOOTING TO BE MINIMUM 18" BELOW NATURAL GRADE. +123 f��/ /i" t��/A,-�/ �XP1I�N T�I�`.T' �I MrIG ��� I 8. MAXIMUM SOILS PRESSURE USED 1800 PSF. WITH 1/3 INCREASE FOR WIND r i� MAX► s s;' �• r• L -I SEISMIC. • i � I (G0�0�.� M�TGH �ANIIJ6���401 o.�,M�x SND Aor �cl.L ` `i, fl• Q 9. REINFORCEMENT SHALL BE DEFORMED BARS PER ASTM A615-40. GHA�N6� o� �II�:G�I�N . �"�INr�Nb � r `•`�� � _; sl��wa.. oN�IT(ON 10. ALL REINFORCING SHALL BE PER STRUCTURAL ENGINEERS' DRAWINGS. f - Y 11. Ii ! D l li (PROFILE) 11. ALL FREESTANDING WALLS TO HAVE A MINIMUM OF 40 BAR DIAMETERS OVERLAP AT SPLICES. - �M 1��-I�-, �tjl�,X, dol N�'G, (TYP.) A3 A 8 FRAME . -(5Lhp �K iAu mi 61 r-r BLpcK � Ra1JL � COI 7 � S �GIQ LpC�.TIOtJS 12. DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO VERTICAL �.AP - olzco 'MI IoN'col.oR NO SCALE I G�/N. I ' ► Ir+ I �NE7/To� �6! l" �"o!Nr' 'F BARS. 13. ALLOW FOR ADJOINING CONSTRUCTION. EE ENGINEERS GRADING PLANS FOR ALL WALL CONSTRUCTION 14. ALL WORKMANHIP AND MATERIALS TO CONFORM TO GOVERNING CODES NO SCALE AND ORDINANCES. WROUGHT IRON FENCE/SLUMP BLOCK WALL E TYPICAL WALK INTERSECTION SCORING F BROOKS BOX & DRAINPIPE THRU CURB G 15. DESIGN BASED ON U.B.C. "NO CONTINUOUS INSPECTION" LIMIT. 16. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. 17. CELLS CONTAINING REINFORCEMENT SHALL BE GROUTED. SOLID GROUT GENERAL CONSTRUCTION NOTES ALL RETAINING WALLS. 18. CONSTRUCTION SHALL BE OF THE HIGHEST QUALITY WORMANSHIP AND ALL WALLS SHALL BE PLUMB AND TRUE. STEP FOOTINGS IN EVEN BLOCK 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR 11. STAKING OF ALL MEANDERING WALKS INCREMENTS. TO THE START OF THE CONSTRUCTION. CONTRACTOR SHALL NOTIFY SHALL BE APPROVED IN THE FIELD AND ADJUSTED 19. EXPANSION JOINTS SHALL BE LOCATED AT t50' MAX. AND AT MAJOR THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. AS NECESSARY TO MEET FIELD CONDITIONS BY THE PUBLIC WORKS CHANGE IN HEIGHT OF WALL. INSPECTOR, PROJECT PLANNER AND LANDSCAPE -ARCHITECT PRIOR 2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO TO CONSTRUCTION, 20. ALL GROUT SHALL BE NATURAL COLOR. CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED. 12. SUBMIT SHOP DRAWINGS FOR APPROVAL FOR WROUGHT IRON FENCE 21. ALL COLUMNS AND ROWLOCK CAPS/AT WALLS AND COLUMNS ARE TO 3. CONTRACTOR SHALL OBTAIN A CURRENT STRUCTURAL SOILS REPORT. • BE "ORCO MISSION" COLOR. THIS SOILS REPORT WILL SUPERSEDE THE RECOMMENDATIONS AND DETAILS SHOWN ON THESE PLANS AND SPECIFICATIONS. 22. ALL BED AND HEAD JOINTS AT COLUMNS AND ROWLOCK CAPS SHALL • BE CONCAVE. ' 4. ALL FORM AND ALIGNMENT OF PAVING AND WALLS SHALL BE INSPECTED 13. REFER TO GRADING PLANS FOR ADJACENT TRACTS FOR GRADING OF AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO POURING. TRAILS. (CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT A MINIMUM OF SEE ENGINEER'S GRADING PLAN FOR 48 HOURS PRIOR TO THE INSPECTION.) 14. WALL AND FENCE TYPES SHOWN & DETAILED ON THESE PLANS ARE FOR LOCATION, CONSTRUCTION AND GENERAL LOCATION, CONSTRUCTION AND FINISHING. SEE GRADING S. CONTRACTOR SHALL NOTE AND INSTALL ALL SLEEVES AS INDICATED PLANS FOR EXACT WALL LOCATIONS AND STRUCTURAL DRAWINGS FOR QUANTITIES OF ALL WALLS. ON THE IRRIGATION PLANS PRIOR TO PAVING. ALL FOOTINGS AND REINFORCING. SOILS COMPACTION PER SOIL_ ENGINEERS RECOMMENDATIONS. 6. REFER TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS FOR ACCEPTED STANDARDS OF MATERIALS AND,WORKMANSHIP. 7. ALL WALKS AND MOW STRIPS STAKED FROM . OFFSETS SHALL BE I ADDJ;D BROOKS BoX DRAINPlP� 17�TAil. (,-�-8b CONSTRUCTED WITH SMOOTH GRADUAL CURVES. t 8. FENCES AND M011X STRIPS STAKED ALONG PROPERTY LINES SHALL BE - STRAIGHT AND ALIGN WITH EACH OTHER, WHERE APPROPRIATE. DATE PPR VEO 9. MOW STRIPS SHALL JOIN ALL WALLS, WALKS, OR FENCES AT 90' ANGLE, 018CRIPTION OF REVISION UNLESS SPECIFICALLY SHOWN DIFFERENTLY E.G. ALONG PROPERTY LINES. CITY OF RANCHO CUCAMONGA 10. 6" mowstrips shall be provided between all shrub/ground cover areas and turf areas. 6" mowstrips shall also be provided where City maintained VICTORIA VINEYARDS NORTH areas are adjacent privately maintained areas. TRAILS - TRACT 13440 CONSTRUCTION DETAILS PREPARED FOR. PREPARED BY: • cmRiDa ' ► NovJ 22397 - R.G.E. NO. MORSE CONSULTING GROUP D"'"~ I &MORSE CONSULTING GROUP RECOMMENDED P.T.B. M.P"NMNC.LW.IlVFIFuyC 9 LANDXAPE ARC hVU-n)RE ; , PLANING •ENGINEERING•LANDSCAPE ARCHITECTURE "M MVV[•OL&%A•D sxn m, _A,:t? 1 DRAWN •nst r�W.c,Vrw iW7'4`M rAuAwuT &MEET 4860 IRVINE BOULEVARD, SUfTE#201 �" J08 NO. 240-48 IRVINE,CALIFORNIA 927141299 i E WILLIAM LYON �6�1,tVmny. _(714) 7347117P.T.B. U-1 D� 10 8340 ARCHIBALD SUITE B � LL . 'I� ORAWIM IdQ. RANCHO CUCAMONGA, CALWORNIA 91730 J,S• "/ I <<, - OAT/ QUICK COUPLING VALVE SET FLUSH WITH FINISH GRADE IN LAWN AREA GENERAL LEGEND SIDEWALK, CURB, 3"ABOVE FINISH GRADE ETC. IN OTHER AREAS ELECTRICAL METER TO BE PROVIDED BY IRRIGATION +�p� LAWN SH AREAS SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE CONTRACTOR BOX TO BE PLACED SIDE--*ALK,CURB, CONTRACTOR IS TO PROVIDE AT RIGHT ANGLE ETC. ✓r1� . . ENCLOSURE MYERS NO. MEUG-I-M TO HARDSCAPE EDGE �� SPECIFICATION WITH MOUNTING BASE INSTALL AS % . � FINISH GRADE P.O.C. POINT OF CONNECTION PER MANUFACTURERS RECOMMEN- •. SHRUB AREAS yZI DATION qs NOT . .' PRESSURE SUPPLY LINES & SIZE (2-1/2" & LGR) CLASS 315 PVC SPECIFICATION tea ta'PLASTIC BOX a COVER WITH • ' ) I ELECTRICAL CONDUIT TO SOURCE LOCK TOP MARKED' R.C.Y '- � —� --• -� PRESSURE SUPPLY LINES & SIZE (2" & SMLR) SCHEDULE 40 PVC SPECIFICATION • A� I , , 11 TO BE PROVIDED BY DEVELOPER _ / �I STAINLESS STEEL CLAMP LL TYPE CONTROL- WA „ CURL TYPE EXPANSION LOOP NON-PRESSURE LINES & SIZE CLASS 200 PVC SPECIFICATION LER MOUNTED INSIDE CONCRETE FOOTING-INSTALL 3 (MID& 240) - -=- MIN. ABOVE FINISH GRADE AND '-3"r - ...x}- � �' NON-PRESSURE LINES & SIZE (ON SURFACE) GALVANIZED STEEL SPECIFICATION ::: C x'^ SIZE S LENGTH AS REQ'D ENCLOSURE --- NON-PRESSURE ' i SCH. 80 PVC NIPPLE �. SLOPE CONCRETE AT 2%TO DRAIN WATERPROOFED WIRE CONNECTION - -r--<�• «- - CONTROLLER SEQUENCE ice' CHRISTY'S I.D. TAG(STANDARD) - �^ ' " "'="%%- LINE FITTING I CONTROL WIRE TO EACH R.C.V. == - `r N21- SECURE T'0 sa�otD 3 GALLONS PER MINUTE I COMMON WIRE TO ALL R.C.V.S PIGTAIL . I FINISH GRADE SCH. 40 PVC II��II REMOTE CONTROL VALVE SIZE CONTROL WIRING UF 4114 MIN.) LAWS+ AREAS—� ' \ ELBOW SCH.40 PVC STREET ELBOW 0 ELECTRICAL PEDESTAL MYERS MEUG-I-M DETAIL NO. I `1 0010' p PVC LINE PIPE ® AUTOMATIC CONTROLLERS RAIN BIRD ISC-12,24132-LPP-K DETAIL NO. I 6 FINISH GRADE 8 SHRUB AREAS SOLENOID PVC SUPPLY SCH. 80 PVC NIPPLE DETAIL NO. 2•,'v . • � - . •,,: ® LINE (SxSxT) SIZE 8 LENGTH AS REQ'D REMOTE CONTROL VALVES RAIN BIRD EFA-CPSERIES FUW ADJUSTMENT FITTING i' of FINISH t� •�` •. • GRADE 1pP 3/4"CRUSHED ROCK ►B QUICK COUPLING VALVES RAIN BIRD 3 R DETAIL NO. 3 8, jr PVC SCK 4o AL CU FT PVC SUPPLY LINE BACKFLOW PREVENTION ASSEMBLY (B.P.A.) WILKINS 575 RP (MOD-III) DETAIL NO. 4 R.P. ELECTRICAL TAPE-TAPE WIRING AT / (TYP 2 PLACES 1 Lft DUIT INTERVALS OF 12!0.C. 111 �•�� PVC LINE PIPE G GATE VALVES (LINE SIZE) HAMMOND IB631 DETAIL NO. 5 NOTES: \ PVC SUPPLY LINE FITTING SCH. 40 PVC STREET ELBOW NEW WATER METER I. COMMON WIRE TO BE WHITE a CONTROL WIRE TO BE BLACK IN COLOR UNLESS OTHERWISE NOTED. (S:SxS 1 M 2. �O SPLICES SHALL BE MADE BETWEEN CONTROLLER 9 REMOTE CONTROL VALVE UNLESS COMIRE WIRE OTHERWISE APPROVED. PILOT � REMOTE CONTROL VALVES RAIN BIRD EFA-CP-PRS SERIES DETAIL NO. IAriRE 3. CONTROL WIRING SEQUENCE CORRESPONDS TO OPERATING SEQUENCE OF REMOTE CONTROL NOTES NOTE USE TEFLON TAPE (SCH. PVC PIPE STAKE ( ) DETAIL NO. 678 1� I) VALVES ARE To BE INSTALLED ,N SHRUB AREAS UNLESS OTHERWISE APPROVED. ON ALL THREADED -� SPRING CHECK VALVES RISER SIZE VALCON ADV ,� VALVES 9 AUTOMATIC SPRINKLER UNIT STATION CONNECTION-SEE IRRIGATION PLAN FOR (SCH.40) CORRECT VALVE SEQUENCE. 2) WHEN i�CJF� THAN DIVE VALVE Is LOCATED IN THE SAME AREA. PROVIDE A SPACE A MN. FITTING MIN. 36uLONGOR AS SITE OF 3FT APART. REQUIRES --TQ SWING CHECK VALVES (LINE SIZE) KING BROTHERS SPECIFICATION 3) USE TEFLON TAPE ON ALL THREADED FITTINGS. , PRESSURE REGULATOR WILKINS 500 SERIES DETAIL NO. 4 TYPICAL ELECTRICAL METER AND CONTROLLER 2 TYPICAL REMOTE CONTROL VALVE ASSEMBLY 11z 3 TYPICAL QUICK COUPLING VALVE JR-85 -- = EXISTING SLEEVES(PROVIDED BY OTHERS, SIZE AS MINIMUM CLASS 315 PVC NO SCALE ASSEMBLY JR-84 5�`Lc ASSEMBLY ------ NOTED) © MOISTURE SENSOR UNIT SYSTEMATIC DETAIL N0. 9 GATE VALVE BRASS NIPPLE ' TEST COCK(TYP. 2 PLACES) (TYP. 5 PLACES) ►�Q e OR AS NOTE REDUCED PRESSURE BACKFLOW PREVENTION BRASS ELBOW + ROUND PLASTIC BOX a COVER ' PRESSURE REGULATOR COVER MARKED:IRRI GATE 31DEWALK,CURB, SET AS NOTED BRASS NIPPLE FINISGRADE\� ,s �s ac x H E T'C BRASS UNION x �. .� »< LAWN AREAS SPRINKLER HEAD LEGEND STRAINER*40 p s• �• /x ;,4S�INMER �ZZLE MESH MONEL - �` " k x FINISH GRADE A. SHRUB AREAS PVC SCH. 40 x SYMBOLS DESCRIPTIONS MFR & PART NO. G.P.M. RAD. MAX.SP. PSI REFERENCE BRASS ELBCW --------- Ian MALE ADAPTOR f _ �••� .� POP-UP BODY ASSEMBLY USN wfTN FINISH GRADE) BRASS NIPPLE Y �/ r; ► / V ^ 114, 1/2 & F CIR FLT SHRB HDS RAIN BIRD 1806 - 8 FLT (SAM) .4,.8,1.5 7' 7' 20 DETAIL NO. 6 HANDWHEEL�•�1 •• � ���� . � FINISH GRADE 17 V X , 11 GATE VALVE � RELIEF � �,� 1/42 & F CIR SHRUB HDS RAIN BIRD 1806 - 12 (SAM) CHECK VALVE "ERE NOTED I .5,1.0,2.0 11' 12' 20 DETAIL NO. 6 PORT PRESSURE SUPPLY -� V LINE-DISCHARGE 3 �� Q V /\ FINISH 114, 1/2 & F CIR SHRUB HDS RAIN BIRD 1806 - 15 (SAM) .8,1.5,3.0 13' 15' 20 DETAIL NO. 6 GRADE ; LOOSE KEY , PVC SUPPLY HOSE B18B BRASS ELBOW LINE ID 114, 1/2 & F CIR FLT LAWN HDS RAIN 131RD 1804 - 138 FLT (SAM) .4,.8,1.5 7' 7' 20 DETAIL NO. 7 61 BRASS PIPE BRASS PIPE PVC SCH.Bo NIPPLE / 3 4"CRUSHED ROCK (LENGTH As REQUIRED) (� �l � 1/4, 1/2 & F CIR LAWN HDS RAIN BIRD 1804 - B12 (SAM) .5,1.0,2.0 11' 12' 20 DETAIL NO. 7 PRESSURE SUPPLY BRASS ELBOW / /—(MIN.2 CU.FT ) 12� PRESSURE LINE- URE S J _ -_ . (s:s:T) Q {� (� 114, 1/2 & F CIR LAWN HDS RAIN BIRD 1804 - B15 (SAM) .8,1.5,3.0 13' 15' 20 DETAIL NO. 7 —� GATE VALVE PVC TEE OR 8� _ •' ELBOW 1 LATERAL LINE ; - (SIZE AS NOTED ON DRAWING) PVC MALE 1 • NOTE: ADAPTORS �j� • EQUIPMENT I'D BE INSTALLED AT A MINIMUM OF 12'l FROM WALLS,BLDGS,ETC. • WHEN UNIT IS NEXT TO BUILDING, WALL, ETC,TEST COCKS ARE TO BE ►ty SCH.40 PVC STREET EL8UWS ON OUTSIDE. � fE ` t • ALL UNDERGROUND PIPES SHALL BE DOUBLE WRAPPED WITH APPROVED NOTE: GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS NOTE* USE TEFLON TAPE ON ALL THREADED FITTINGS TAPE WHEN USING GALV. STEEL PIPE. UNLESS OTHERWISE APPROVED . 4 TYPICAL BACKFLOW PREVENTER ASSEMBLY cJ TYPICAL GAVE VALVE ASSEMBLY MTYPICAL SHRUB HEAD ASSEMBLY NO SCALE ( 2 1/2" AND SMAIIER ) JR-85 NO SCALE ( 3' AND SMALLER) JR-64 NO SCALE (FLUSH TYPE) JR-84 u REPLACE EXIST IRRIGATICN TRANSFORMER W/ NTROLLER SYSTSIDEWALK , CURB, eOR ''�.�• :. FORM ER(24/1IC 15V�� ETC. :, . AS NOTED ` 24 VOLT SPRINKLER NOZZLE INPUT 24 VOLT LEADS • �: � SIDEWALK , CURB, ETC. •_ � I IIS VOLT OP-UP BODY ASSEMBLY POWER ASSEMBLY LNISH GRADE LEADS 115 i. (INSTALL 1/2 ABOVE OWERT FINISH GRADE) PR SOURCE —SPRINKLER NOZZLE CENTRAL OVERRIDE SYSTEM ' CO!'4MON \TO TTNSE CLOCK WHITE 12!, RED S-TATIOfJ FINISH GRACE CHECK %ALVE WHERE NOTED --PVC TEE OR ELBOW (SxSxT) BLACK 9 D.CTe[S PVC SCH. 80 NIPPLE � SIZE AS REQUIRED DATE I APPROVED s HYDROI.3ASTFA —PVC SCH.40 STREET ELBOWCOLORED CITY OF RANCHO CUCAMONGA sass PVC SCH.40 ELBOW •wca+cs 12 PVC SCH.30 NIPPLE(SIZE A'S POP-UPA85E(INSTALLED 1MBLY R `'Y'ABOVE VALVE BOA VICTORIA VINEYARDS NORTH PVC TEE REQUIRED) IN FINAL POSITION FINISH GRADE IN RISER SHALL BE AT A OPEN AREAS OR As MOISTURE SENSOR UNIT SxSxT OR 45° ANGLE NOTED) SCH.40 PVC STREET ELBOW TRAILS — TRACT 13440 ELBOW 9 TYRI-CAL MOISTURE SENSOR ASSEMBLY SCH.80 PVC_NIPP�.E t (LENGTH AS REQO) IRRIGATION DETAILS & LEGEND PVC SCH.40 STREET ELBOW SCH.40 PVC, STREET ELBOWS PREPARED B Y: PREPARED FOR: DATs APpgOV[D wy I�' �'f r-frV [N01N�[w /��� i-�'"L� a.c.[. Ivo. 22397 NOTE= LATERAL LINE ( SIZE AS NOTED ON DRAWING ) I. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT .INTERSECTLON BCOBNE13r', MORSE CONSULTING GROUP D�ao� AtCOMMEND[O FITTINGS 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. � ORSE CONSULTING CROUP NOTE : USE TEFLON TAPE ON ALL THREADED I LYOAuA.I.C. rc,,,vrnr,�.u„G„v�C.,,�n�IrE,,�cr£c,I� L �. PLANNING •ENGINEERING•LANDSCAPE ARCHITECTURE '•'°'""° `" Mn MI DRAWN ■.xtu•�s�icn•a. aN[tT ? TYPICAL LAWN HEAD ASSEMBLY 8 TYPICAL SHRUB HEAD POP-UP ASSEMBLY 4860 IRVINE BOULEVARD, SUrTE #201 � AIC JOB NO. 240-48 D-2 10 JR-004 84 NO SCALE-b7 IRVINE,CALIFORNIA 92714-1299 Ae WILLIAM LYON �' mli ' ' �` NO SCALE 714 730.7117 ( ) a,ac,cso 1• _ _ onnwuvD Ivo. 8540 ARCHIBALD SUITE B A.Q.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. oma,. '9 L• TREE } ........................_ .....__.._ .. . ._.__ _.. - . 1 _._,.. --------­- T__ E � � �� - 07 _ E ' 0 4 ............______- -_ � �41 „ '' Yip y, ' yT 1' i j1 ` - I I f n 0 1 y r �� 1; , a � y� � Y'o i 2f 1 q9"' 3 � � ..�'�_ ` '1` !ti � �—" "'�`' --� —•—.ate a>_.�. —�I —•� f' A om � LLJ -A— Flu �! f'' ,�,i, /� 2 ��' I d Y�cit '4--- 1` 4 �C.........._..__.. i J yti! . y!I j YA 54 � �- 01 i \ I 1�4 X11 N :F 1112' BACKFLOW PREVENTION ASSEMBLY I � 3 'A/11 POC TO 11/2'11 WATER METER PROVIDED BY DEVEL9PER r� p yti f � � yv I kms.' ti IRRIGATION SYSTEM DESfGNED F011 MINIMUM OPERATING PRESSURE + � OF 87 P.S.I. AT 54 G.P.M. GENERAL NOTES e 1. INSTALL ALL PRESSURE AND NON-PRESSURE LINES AND ANYf t EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (ITEMS SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) f fr O� 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE WITH SPECS.AND CONSTRUCTION DETAILS.SEE SHEET NO. 0-2 w f ELECTRICAL SERVICE TO ELECTRICAL 3. FOR SYMBOL DESIGNATION,SEE LEGEND ON SHEET NO. D-2 METER–TO BE PROVIDED BY DEVELOPER 4. WHERE PRESSURE REGULATING VALVES ARE USED,VALVES ARE TO � � t BE ADJUSTED FOR OPTIMUM PRESSURE,OR AS NOTED ON DRAWING. 5. ADJT ALL SYSTEMS TO AVOID SPRAY ONTO BLDGS,WALKS,AND ROAD- WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. ` A UTOMA TIC CONTROL L ER 0 6. AREAS THAT NEED TO BE DEFINED IN ORDER TO DETERMINE EXACT 12- STATIONS LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING INDEPENDENT 115V/60CYG2 AMP ELECTRIC CIRCUIT TO CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. BE PROVIDED BY DEVELOPER 7. AS-BUILT DRAWINGS AND SPECS.SHALL BE MAINTAINED ON SITE AT EXACT LOCATION TO BE DETERMINED IN THE FIELD. z ALL TIMES. AS-BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUT THESE DRAWINGS. 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE,THIS SHALL BE BROUGHT TO THE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DATE APPA YEO DO SO,THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- _ MENTS REQUIRED. CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH — TRAILS — TRACT 13440 IRRIGATION PLAN PREPARED BY: PREPARED FOR: A.VRDV90 WY 'P231)7 ----- — - �� — R.C.t. NO. _ I WORSE CONSULTING GROUP pt�MM[ND[O MORSE CONSUL TING GROUP +� I. AIC1�► K LA - LYON . PLANNING •ENGINEERING•LANDSCAPE ARCHIT ECT URE A.I.C. ....�x.a.r Ma x rn••l s S a�s..c�uca,aesol.ls. �MtR SUITE#201 AteWILLIAM " JOB NO. 240-48 4860 IRVINE BOULEVARD, 1 10 IRVINE,CALIFORNIA 9271 -1299 LYON�am crirz z A.I.C.A.ICcw __, _ 41 (714) 730.7117 C*-W"so �8 onAworlre ►ro. 8540 ARCHIBALD SUITE B S CA LE: 1 3 0 KEY MAP NO SCALE �J.C.'' ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMONGA, CALIFORNIA 91730 A.I.C. � OATS IRRIGATION SPECIFICATIONS 4. Befo5e the date of the final site review, the Contractor shall 5. Contractor shall be responsible for the total performance of Such 4. All P.V.C. pipe must bear the following markings: transfer all information from the "as-built" prints to a sepia r.Mar substitution to equal or surpass the original in every respect. l00_ GENERAT or similar mylar material procured frcr, the Architect. All work shall a. Manufacturer's name be-in waterproof India ink and applied to the mylar by a technical pen 6. If the substitution proves to be unsatisfactory in the opinion of the 1.01 DESCRIPTION made expressly for use on mylar material. Such pen shall be similar Architect, Contractor shall remove such work and replace it with b. Nominal pipe size to those manufactured by Rapic?ograph, Kueffel & Esser, or Faber originally specified item (including installation) as part of the work A. Scope of Work: Provide all labor, materials, transportation, and services Castell. The dimensions shall be made so as to be easily readable of this section. C. Schedule or class necessary to furnish and install Irrigation Systems as shown on the even on the final controller chart (see Section 1.03-C) . The original drawings and described herein. mylar "as-built" plan shall be submitted to the Architect for approval d. Pressure rating in A.S.T. (not required on drip tubing) prior to the making of controller chart. B. The Architect shall have the sole responsibility for accepting or rejecting 1.02 QUALITY ASSURANCE & REQUIREEKENI'S any substituted item as an approved equal to epiprrent and materials listed e. NSF (National Sanitation Foundation) approval (not re(�vired on 5. The Contractor shall dimension from two permanent points of reference, on the irrigation drawings and specifications. drip tubing) A. Permits and Fees: The Contractor shall obtain and pay for any and all building corners, sidewalk, or road intersections, etc., the location permits and all inspections as required. of the following items: 1.06 GUARANTEE f. Date of extrusion B. Manufacturer's Directions: Manufacturer's directions and detailed drawings a. Connection to existing water lines. A. The guarantee for the sprinkler irrigation system shall be made in 5. Solvent cement and primer for P.V.C. solvent-weld pipe and fittings shall be followed in all cases where the manufacturers of articles used in accordance with the following form. The general conditions and shall be of type and installation method prescribed by the this contract furnish directions covering points not shown in the drawings b. Connection to existing electrical power. supplementary conditions of these specifications shall be filed with the manufacturer. and specifications. Owner or his representative prior to acceptance of the irrigation system. C. Gate valves. 6. Brass Pipe & Fittings: C. Ordinances and Regulations: All local, municipal and state laws, and rules B. A copy of the guarantee form shall be included in the operations and and regulations governing or relating to any portion of this work are d. Routing and/or directional turns of sprinkler pressure lines maintenance manual. a. Brass pipe shall be 85% red brass, Anerican National Standard hereby incorporated into and made a part of these specifications, and their (dimension max. 100' along routing) Institute (ANSI) , Schedule 40 screwed pipe. provisions shall be carried out by the contractor. Anything contained in C. The guarantee form shall be retyped onto the Contractor's letterhead and these specifications shall not be construed to conflict with any of the e. Sprinkler control valves. contain the following information: b. Fittings shall be medium brass, screwed 125 pound class. above rules and regulations or requirements of the same. However, when these specifications and drawings call for or describe materials, f. Routing of control wiring. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM 2.03 ELECTRICAL (HIGH VOLTPI;E) workmanship, or construction of a better quality, higher standard, or larger size than is required by the above rules and regulations, the g. Quick coupling valves. We hereby guarantee that the sprinkler irrigation system we have furnished A. All high voltage electrical service required for automatic controller and provisions of these specifications and drawings shall take precedence. and installed is free from defects in materials and workmanship, and the other equipment noted on drawing, for irrigation system will be provided by work has been completed in accordance with the drawings and specifications, others. D. Superintendent: h. Other related equipment as directed by the Ar::hitect. ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material or workmanship which may develop B. Provide approves: tyle enclosure for meter, similar to that manufactured b pe y Representative 6. On or before the date of the final site review, the Contractor shall ng Pe Y p Myers Electrical Products, Inc. (213) 724-0450, model as specified on 1. A superintendent satisfactory to the owner's R resentative shall be during the rind of one year from the date of acceptance and also to , - present on the site at all times during progress of the work. deliver the corrected and completed sepias to the Architect. Delivery repair or replace any damage resulting; from the repairing or Veplacing of drawing. Enclosure shall be of adequate size to house automatic controller of the sepias will not relieve the Contractor of the responsibility of such defects at no additional cost to the Owner. We shall make such specified on drawing. Enclosure shall be zinc coated steel, mininun 12 2. The Superintendent shall not be changed except with the consent of the furnishing required information that may be anitted from the prints. repairs or replacements within a reasonable time, as determined by the thickness. Cabinet shall be upe ane p gauge protected against corrosion in Owner's Representative. Owner, after receipt of written notice. In the event of our failure to accordance with U.L. 50, Cabinets and Boxes, Section 13. Exterior covers C. Controller Charts: make such repairs or replacements within a reasonable time after receipt of to be minimum 14 gauge steel and shall have padlocking provisions. 3. The Superintendent shall be authorized to represent the Contractor. written notice from Owner, we authorize the Owner to proceed to have said Deadfront shall be a hinged type, 16 gauge minirum, and shall not require 1. As-built drawings shall be approved by the Architect before controller repairs or replacements made at our e)T ense and we will pay the costs and the use of installation or servicing. All factory installed components E. Explanation of Drawings: charts are prepared. charges therefore upon demand. shall be U.L. listed. All factory installed conductors shall be copper, size and type to conform: to NEC and U.L. rec��irenents. Enclosure shall be 2. Provide one controller chart for each controller supplied. PROJECT: furnished with a detachable sub-base with 3/2 inch diameter bolts. 1. Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. , which may be required. The Mounting bolts shall not be visible outside the enclosure after 3. The chart shall show the area controlled by the automatic controller contractor shall carefully investigate the structural and finished CONTRACTOR: ___ _�», PHONE NO.: _-_____>_-_ installation on sub-base. Enclosure finish shall consist of one coat zinc conditions affecting all of his work and plan his work accordingly, and shall be the maximum size which the controller door will allow. chromate primer and two coats baked enamel paint. furrrishiW smh - fittings, etc., as may be required to meet such 4• ADDRESS: - BY:---- conditions. Y:�„,,,_ . The chart is to be a reduced drawing of the actual as-built system, of '�""""�`"`' " conditions. Drawings, are generally diagrammatic and indicative of C. All connections between electrical services and equipment shall be in rigid if required for readability. galvanized electrical conduit, with conduit and wiring size as required. the work to be installed. The work shall be installed in such a a maximum size that will fit inside controller housing, double sided µ _ , manner as to avoid conflicts between irrigation systems, planting and architectural features. DATE OF ACCEZfPVCE:_ _ BY:� 5. The chart shall be a blackline print and a different color shall be used to indicate the area of coverage for each station, using pastel 2.04 ELECTRICAL (LCGWW VOLTAGE) 2. The word Architect as used herein shall refer to the Ova , or transparent colors. 2,00- _2BQDUS.T� ' authorized representative. A. Connections between controller and remote control valves shall be made with 6. When colleted and approved, the chart shall be hermetically sealed direct burial AWG-UF, 600 volt wire, insulation thickness 3/64 • inch, ' 3. All work called for on the drawings by notes or details shall be between two pieces of plastic, each piece being a mininrun 20 mils. 2.01 MATERIALS utilizing law density high molecular weight polyethylene insulation. furnished and installed whether or not specifically mentioned in the specifications. 7. These charts shall be completed and approved prior to final acceptance A. General: Use only new materials of brands and types noted on drawings, specified herein, or approveequals.ls. B. Splices, where permitted, shall be waterproofed using Rain Bird, Pen--Arite of the irrigation system. 4. The Contractor shall not willfully install the irrigation system as Connectors or fusable heat shrinking tubing, and housed in box. Boxes 2.02 PIPE & FITTINGS for other shown on the drawings when it is obvious in the field that D. Operation and Maintenance Manuals: irritation use may be utilized for this purpose. obstructions, grade differences or discrepancies in area dimensions C Wire sizing shall be a minimum of #14 "UF" 600 volt under round wirhn R. Pressure Main Line Piping and Fittings: Sizes 2-1/2 inches or larger shall g g g, exist that might not have been considered in engineering. Such 1• Prepare and deliver to the Architect within 10 calendar days prior to or op be P.V.C. class 315 solvent weld type or (as a contractor rubber unless a shielded cable is used in which case 118 wire nEy be used. Comron obstructions or differences should be brought to the attention of the completion of construction, two hard cover binders with three rings wire to be white in color, and all others a different color. Owner's authorized representative. In the event this notification is containing the following information: gasket type, unless otherwise noted on drawing. not performed, the irrigation contractor shall assume full responsibility for any revision necessary. a. Index sheet stating Contractor's address and telephone number, B. Pressure Main Line Piping and Fittings: Sizes 2 inches and smaller shall be 2.05 GAZE VALVES list of equipment with name and addresses of local manufacturer's Schedule 40 P.V.C. A. 3 inches and smaller (unless otherwise noted on Drawings) : ASTM B62 brass 5. Work of this Section which is allied with the work of other trades representative. C. Non-pressure lines (buried) : Shall be P.V.C. class 200. body. 150 pound saturated steam rated; with screwed joints; non-rising- shall on-risingshall be coordinated as necessary. b. Catalog and part sheets on every material and eeuipment installed stem; screwed bonnet, solid disc. Provide with handwheel. F. Underwriters Laboratories: Electrical wiring, controls, motors, and under this contract. D. Non-pressure lines (surface) : Shall be P.V.C. schedule 40. 2.06 QUICK COUPLdlr, VALVES devices shall be U.L. listed, and so labeled. C. Guarantee statement. E Road crossing sleeves: Shall be P V C. class 315 1.03 SUBMITTALS A. One piece type brass body, 154 pound class, with 3/4 inch female threads d. Complete operating and maintenance instruction on all major F. All pipe and fittings shall conform to specific requirements as folly: opening at base, permitting operation with a special connecting device (coupler) designed for this purpose. A. Material List: 1. P.V.C. (Solvent Weld or Rubber Gasket) 3.. Coupler threads: lug type 1. The Contractor shall furnish the articles, equipment, materials, or 2. In addition to the above mentioned maintenance manuals, provide the Pi • Manufactured from virginpolyvinyl chloride compound in Processes specified by name in the drawings and specifications. No Owner's maintenance personnel with instructions for major equipment a• 1�• P° 2. Hine cover: Provide with rubber-like vinyl cover substitution will be allowed without prior written acceptance by the and show evidence in writing to the Architect at the conclusion of the accordance with AST14 D 1784 or ASTM D 2241, cell classification g Y Architect. project that this service has been rendered. 12454B, hydrostatic design stress rating not less than 2,000 p.s.i. CHECK VALVES 2. Complete material list shall be submitted prior to performing any A Swing check valve, 2 inches and smaller on non- ess-.1re lines: bronze or Material list shall include the manufacturer, model number and b. Fittings (solvent weld or thread) : Standard weight, schedule 40, • � rn3 F'= work. E. Equipment to be Furnished: description of all materials and equipment to be used. side gated, injection molted P.V.C. complying with ASZi+I D 1724, Mastic construction, 100 pound s.w.p. female i.p..,. cell classification 13454131 including threads when required. 1. Supply as part of this contract the following tools: B, Antidrain valve: plastic construction., with soft compesitir�r,. disc, 3. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the Contractor required to reigve C. Fittings (rubber gasket) : Schedule 40 injection threaded outlets stainless steel internal parts. Spring tension, adjustable frau � p.s.i. to a. Two keys for opening valve boxes. shall be rewired, with stainless steel bands and support 15 .p.s•i. Valve may be an integral part of sprinkler head. such materials from the site at his own expense. b. One 36 inch soil probe, Oakfield Model B. gussets. All tees and ells supported with an angle brace as-a 4. Approval of any item, alternate or substitute indicates only that the part of fitting. Similar in all respects to those manufactured by product or products apparently meet the requirements of the drawings C. Wo keys for each automatic controller. Flo-Seal, installed in full accordance with manufacturer and specifications on the basis of the information or samples recommendations. submitted. d. One quick-coupler key and matching hose swivel and glcte valve for every ten, or fraction thereof, valves installed. d. Fittings (2" through 8") slip type may be used, but must be 5. Manufacturer's warranties shall not relieve the Contractor of his similar in all respects to those manufactured Jy Cal Am liability under the guarantee. Such warranties shall only supplement 2• The above mentioned equipment shall be turned over to the Owner at the Manufacturing Company and installed in accordance with their the guarantee. conclusion of the project. Before final acceptance can occur, recommendations. B. Record and As-Built Drawings: evidence that the Owner has received material must be shown to the 2. Surface installation: Pipe and fittings shall have additional compound 9 Architect. for ultra-violet resistance, Schedule 40. 1. The Contractor shall provide and keep up to date and complete "as- 1.04 PRODUCT DELIVERY, STORAGE AND HANDLING, built" record set of blue-line ozalid prints which shall be corrected 3. P.V.C. nipples shall be schedule 80 with molded threads. daily and show every change from the original drawings and A. Handling of P.V.C. Pipe and Fittings: The Contractor is cautioned to specifications and the exact "as-built" locations, sizes, and kinds of exercise care in handling, loading, unloading, and storing of P.V.C. pipe equipment. Prints for these purposes may be obtained from the and fittings. All P.V.C. pipe shall be transported in a vehicle which Architect at cost. This set of drawings shall be kept on the site and allows the length of pipe to lie flat so as not to subject it to undue shall be used onlyas a record set. oArt vvR veo bending or concentrated external load at any point. Any section of pipe 2. These drawings shall also serve as work progress sheets and shall be that has been dented or damaged will be discarded and, if installed, shall CITY OF RANCHO C U C A M O N GA 9 P o9 be replaced with new piping. the basis for measurement and payment for work completed. These drawings shall be available at all times for site reviews and shall be 1.05 SUBSTITUI'IONS kept in a location designated by the Architect. Should the record VICTORIA VINEYARDS NORTH blueline as-built progress sheets not be available for review or not A. If the Irrigation Contractor wishes to substitute any equipment or up to date at the time of any site reviews (refer to Section 3.02-13r3 materials for those equipment or materials listed on the irrigation TRAILS - TRACT 13440 - Observation Schedule) , it will be assumed no work has been completed drawings and specifications, he may do so by providing the following and the Contractor will be assessed the cost of that site visit at the information to the Architect for approval: ' current billing rate of the Architect. No other inspections shall IRRIGATION SPECIFICATIONS take place prior to payment of that assessment. 1. Provide a statement indicating the reason for making the substitution.3. PREPARED B Y: PREPARED FOR: The Contractor shall make neat and legible notations on the as-built Use a separate sheet of paper for each item to be substituted. LIATS progress sheets daily as the work proceeds, showing the work as2• Provide descriptive catalog literature, performance charts and flow CrTY ENo,Na rAl, R.C.E. Na. 2397 actually installed. For example, should a piece of equipment be charts for each item to be substituted. installed in a location that does not match the plan, the Contractor MORSE CONSULTING GROUP �EE1p" Ow�kw�PIA Q¢coMMENOEo must indicate that equipment has been relocated in a graphic manner so 3. Provide the amount of cost savings if the substituted item is MORSE CONSULT/NC CROUP LYON A.I.C. �„�.�, .�A� as to match the original symbols as indicated in the irrigation approved. PLANNING •ENGINEERING e LANDSCAPEARCHlTECTURE ';;".`��a,'""„' �"`�� legend. The relocated equipment and dimensions will then be DRAWN � Al 14.Tiois I , tALrwuT SKEET 4860 IRVINE BOULEVARD, SUITE #201 JOB # 240-48 transferred to the City mylars at the proper time . 4. Approval of any item as a substitution or alternate is for design IRVINE,CALIFORNIA 927141299 /�/ 1 A.I.C. SP-1 os 10 _ only, based on information or samples provided by the Contractor. (714) 730.7117 Y& W ILLIAM LYON 4??2hC7nl , c►+Ec+cEa oRAwINo Nom. A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-6525 RANCHO CUCAMO (IA8540 A CA WORN A 91730 � A.I.C. � DAT, 2.08 BA(KFUW PRIrV»ION I7HITS B. Observation Schedule: D. Trenching and backfill Under Paving: 3. Identification to shall be attached A. Backflow reventor: designed too rate on a "reduc*d pressure" p 9s ached nt each remote control valve, showing number that corresponds with controller sequence. Tags shall gn pa p principle; 1. Contractor shall be responsible for notifying the Architect in advance 1. Trenches located under areas where paving, asphaltic concrete or be manufactured of polyurethane Behr Desopaid, yellow in color with equipped with gate valves and field test eoci►s. for the following observation meetings, according to the tine concrete will be installed shall be backfilled with sand (a layer 6 black letters 2-3/4 inches b 2- 4 ins Y 1,/ hes. indicated: inches below the pipe and 3 inches above the pipe) , and compacted in g� All boxes shall be S. with strainers ne backflow prevention units ct►all be 125# class cast brass layers to 95% compaction using manual or mechanical tamping devices. permanently marked on top, designating type of with 40 mesh laonel screen, iu�less ot2►en�ise noted on clr�:ir.5• a. Pre-job conference - 7 days Trenches for Y piping shall be compacted to equal the compaction of the equipment installed therein stenciled in 2" high black letters/numbers 2.09 Amtvdw cowrRmIER existing adiacent undisturbed soil and shall be left in a firm using AVERO black, ND. 206M paint or approved equal. b. Backflow assembly location - 48 hours unyielding condition. All trenches shall be left flush with the adjoining grade. The Sprinkler Irrigation Contractor shall set in 3.04 TQ+IPORARY REPAIRS A. Type: rz ax type i di operation, capable of operating the number of c. Pressure supply line installation and testing - 48 hours place, cap, and pressure test all piping under paving prior to the stcltigL� std type indicated On Drawings. paving work. A. The Owner reserves the right to make temporary repairs as necessary to keep 1. wall mount type in a housing with locking hinged cover. d. Automatic controller location - 48 hours the sprinkler system equipment in operating condition. The exercise of 2. Piping under existing walks is generally done by jacking, boring or this right by the Owner shall not relieve the Contractor of his 2. Autosatic controller shall be mounted in electrical pedestal. e• Ccnt _oL wire installation - 48 hours hydraulic driving. Any cutting or breaking of sidewalks and/or responsibilities under the terms of the guarantee as herein specified. concrete necessary shall be performed by the Contractor and paving 2.10 F42UM CQRrML VALVES f. Lateral line and sprinkler installation - 48 hours replaced as a part of the contract cost. Permission to cut or break 3.05 MOISTURE SENSING EQUIPMENT sidewalks and/or concrete shall be obtained frau the Architect. No A_ Valve type: spring-loaded, packless diaVhragm activated, normally closed 9• Coverage test - 48 hours hydraulic driving will be permitted under asphaltic concrete paving. A. Locate in field as directed by Landscape Architect. type with plastic body, equipped with flow control arra pressure regulationh. Final site review - 7 days 3. Coordinate installation of piping and wires under paved areas with B. Check the system to ensure that sensors are operating correctly, not less capabilities where noted. General Contractor. than four times over a 30-day period. adjust or relocate moisture sensing B. Valve solenoid: 24 volt a.c. 4.5 watt maxium, 500 milli-amp maxinun surge, 2• When observations have been conducted by other than the Architect, equipment as necessary. ccrrosicn-proof, stainless steel construction, epoxy encapsulated to form a show evidence in writing of when and by whom these observations were 4. The installing contractor may (but is not required to) install sleeve single integral unit. made• for future installation of water lines and wires, unless otherwise C. Any relocation of ecuipment required shall be within 15 feet of origJnaul noted. location and shall be a part of the work of this Section. C. Provide bleeder valve to permit operation in the field without power at the 3. No site observations will commence without as-built drawings. In the ccntroller. event the Contractor calls for a site visit without as-built drawings, E. Assemblies: 3.06 FIELD QUALITY CONTRA, without completing previously noted corrections, or without preparing 2.11 SMALL LAW SPRINKLER HEADS the system for said visit, he shall be responsible for reinbursing the 1. Routing of sprinkler irrigation lines as indicated on the drawings is A. Adjustment of the System: Architect at his current billing rates per hour, portal to portal, diagrammatic. Install lines (and various assemblies) in such a manner A. Sprinklers shall be similar in all respects to type noted in legend on (plus transportation costs) for inconvenience. No further site visits as to conform with the details per plans. 1. The Contractor shall adjust all sprinkler heads and valves for optimum drawing, will be scheduled until this charge has been paid and received. 11 performance and to prevent as much as possible any overspray onto 2. Install PID multiple assemblies in plastic lines. Provide each walks and roadways. No spray is permitted on buildings. B. Beads shall have screw adjustments. C. Final Observation Prior to Acceptance: assembly with its own outlet. 2. If it is determined that adjustments in the irrigation equipment will C. Nozzle shall rise a minin ml of _ _ _ _ _. inches. 1. The Contractor shall operate each system in its entirety for the 3. Install all assemblies specified herein in accordance with respective provide proper and more adequate coverage, the Contractot shall make Architect at time of final observation. Any items deemed not etetail. In absence of detail drawings or specification pertaining to such adjustments prior to planting. Adjustments may include changes equipped with abuilt-in check valve. D. Body shall be acceptable by the Architect, or not in compliance with these specific items required to complete work, perform such work in in nozzle sizes or degrees of arc, as required. i specifications and drawings, shall be reworked to the complete accordance with best standard practice, with prior approval frau 2.12 ROTARY SPRINKLER HEADS satisfaction of the Architect. Architect. 3. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plaric and at heicht and distance A. ear driven, with 2. The Contractor shall show evidence to the Architect that the Owner has 4. P.V.C. pipe and fittings shall be thoroughly cleaned of dirt, dust and from walks, buildings, etc, as noted. Type: g pop-up sprinkler heads. Lawn and shrub type heads received all accessories, charts, record drawings, and equipment as moisture before installation. Installation and solvent weld shall be a noted in legend. r. B. Testing of Irrigation System: required before final observation can occur. methods shall be as recon�sended by the pipe and fitting manufacturer. 1. Equipped with built-in check valve D. Physical Layout: 5. On P.V.C. to metal connections, the Contractor shall work the metal 1. Test all pressure lines under hydrostatic pressure of 150 pounds per connections first. Teflon tape or approved equal shall be used on all square inch, and prove watertight. B. Part circle heads shall have arc setting as noted. 1. All piping or equipment shown diagrammatically on drawings outside threaded P V C to P V C and on all threaded P.V.C. to metal joints planting areas shall be installed inside ��� 2. Testi of pressure main lines shall occur P 4 Alantin area whenever Light wrench n9 P prior to installation of 2.13 SMAI� SHRUBBEF� SPRINKLER HEADS 9 9 pressure is all that is required. Where threaded P.V.C. possible. connections are required, use threaded P.V.C. adapters into which the electric control valves, quick couplers or any otrler ec,�tlip�riE�nt that A. might prevent a proper test from being performed. Sprinklers shall be similar in all res pipe maybe welded. Sp pests to type noted on drawing. 2, prior to installation, the Contractor shall stake out all pressure 3. All piping under paved areas shall be tE�sted under hydrostatic supply lines, routing and location of sprinkler heads. 6. Install backflow assemblies in shrub areas at minimum height pressure of 150 pounds per square inch, and proved watertight, prior B. Where noted, pop-up type body shall be used, with height as noted in legend g permitted p on drawing. 3. All layout shall be approved by Architect prior to installation. by local code. to paving. C. Body shall be equipped with abuilt-in check valve. 7. Quick coupling valves: Unless otherwise indicated, locate valves 4. Sustain pressure in lines for not less than 6 hours. If leaks 3.03 INSTALLATION within 12 inches of hardscape. develop, replace joints and repeat test until entire system is proven 2.14 MOISTURE SENSING EQUIPMENT watertight. A. General: 8. Backflow prevention unit and controllers: Verify exact location with the Owner's Representati�,:. A. Provide model as shown on drawing for lawn and ground cover areas, as 5. All hydrostatic tests shall be made only in the presence of the manufactured b dr 1. All plastic pipe enc] fittings shall be installer] in ccmp]ete accord Architect, or other duly authorized representative of the Owner. No Y Hydrodyne. manufacturer instructions for same. F. Electrical Supply: pipe shall be completely backfilled until it has been inspected, 1. Provide low voltage wires to each remote control valve controlled by 2. If gasket type pipe and fitting tested and approved in writing. sensor. g are used, provide concrete thrust 1. 115 volt electrical service for automatic controllers shall be blocks at each change of direction and at terminal points of all provided for by others. 6. Furnish necessaryforce equipment. rubber gasket piping. Block in accord with pipe manufacturer's pimp and all other test equi nt. 2. Length of units shall be as noted on drawings. instructions. 2. Electrical service for pumps shall be provided as noted on drawing. 7, When the sprinkler irrigation system is completed, perform a coverage 3. Unit shall be equipped with central bypass system. test in the presence of the Architect, to determine if the water 3. Line Clearance All lines shall have a minimum clearance of 6 inches 3. Low voltage wiring shall be placed in the same ditch and along side of coverage for planting areas is complete and adequate. Furnish all 2.15 VALVE BOXES from each other and from lines of other trades. Parallel lines shall main lines unless otherwise approved. materials and perform all work required to correct any inadequacies of not be installed directly over one another. coverage due to deviations from plans, or where the system has been A. Valve boxes shall be fabricated from a durable plastic material resistent 4. When more than one wire is placed in a trench, tape wires together at willfully installed as indicated on the drawings when it is obviously to weather, sunlight and chemical action of soils. B. Trenching: maximum 12 feet on center. inadequate, without bringing this to the attention of the Architect. B. Valve box extensions shall be by the same manufacturer as the valve box. 1. Excavate trenches to required depths. Follow approved layout for each 5. Provide a 12 inch expansion loop at each correction and directional lis test shall be accomplished before any c,round cover is planted. C. Gate valve boxes shall system. change. 8. Upon completion of each phase of work, entire system shall be tested be round plastic boxes with flex lock covers, CARSONsystem. adjusted to ne�et site rec,uirements. or approved equal. 2. Trench bottom shall be flat to ensure piping is supported continuously 6. Use a continuous wire between controller and rite control valves. on an even grade. Except as otherwise approved, do not splice wire at any point. A11 9. Low voltage wiring under paving shall be testK3 for cartinuity, prior D. Remote control valve boxes shall be rectangular plastic boxes, CAP.SON or approved splices shall be enclosed in an acceptable box. to paving. approved equal, with hinged covers with flex lock. 3. Where lines occur under paved areas, consider dimension to be below the subgrade. 7. Each controller shall be provided with separate ground wire. 3.07 MAINTENANCE 3.00. EXDCLTTION G. Automatic Controller: 4. Provide minimum coverage as follows: A. The entire sprinkler irrigation system shall be under full automatic 3.01 SITE CONDITIONS a. Pressure supply lines (2-],/2 inches and smaller) : 18 inches 1. Install as per manufacturer's instructions. Remote control valves operation for a period of seven days prior to any planting. A. All scaled dimensions are approximate. The. Contractor shall check and shall be connected to controller in numerical sequence as shown on the aPP� � drawings. B. The Architect reserves the right to waive or shorten the operation period. verify all size dimensions and, receive Architects approval prior to b. Pressure supply lines (3 inches and larger: 24 inches g proceeding with work under this section. 3.08 CLEANUP 2. Controller shall be mounted inside an electrical pedestal. C, Non-pressure lines: 12 inches B. Exercise extreme care in excavating and working near existing utilities. A. Clean-up shall be performed as each portion of the work progresses. Refuse Contractor shall be responsible for damages to utilities which are caused d. Control wire: 18 inches H. Flushing of System: and excess dirt shall be rerroved from the site, all walks and paving stall by his operations or neglect. Check existing utilities drawings for be broomed or washed down, and any damage sustained to the work of others e. Road crossing sleeves: 24 inches 1. After all new sprinkler pipe lines aril risers are in place and shall be repaired and work returned to its original condition. existing utility locations. g connected, all necessary diversion work has been completed, and prior C. Coordinate installation of sprinkler irrigation materials including pipe, C. Backfilling: to installation of sprinkler heads, the control valves shall be opened 3.09 OPERATING INSTRU('TIONS so there will be NO interference with utilities or other construction or and full head of water used to flush out the sy,:4tcv. A. The Contractor shall be required to train Owner's maintenance personnel in difficulty in planting trees, shrubs, and ground covers. 1. Buried pipe in trenches shall be center loaded only until all rewired proper operation of all major equipment. Provide written evidence of the tests are performed. Trenches shall be carefully backf illed. with the �• sprinkler heads shall be installed only after flushing of the system person or persons so trained to the Architect. D. The Contractor shall carefully check all grades to satisfy himself that he excavated materials approved for backfilling, consisting of earth, has been accomplished to the complete satisfaction of the Architect. may safely proceed before starting work on the sprinkler irrigation system. loam, sandy clay, sand, or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in I. Sprinkler Heads: 3.02 PREPARATION landscaped areas to a dry density equal to adjacent undisturbed soil in planting areas. Backfill will conform to adjacent grades without 1. Install the sprinkler heads as designated on the + drawincs and in A. Water Supply: dips, sunken areas, hun.ps or other surface irregularities. accordance with their respective detail. 1. The Owner will provide new meters. 2. A fine granular material backfill will be initially placed on all 2. Spacing of heads shall not exceed the maximum indicated on the DATE APPROVEO lines. No foreign matter larger than 1/2 inch in size will be drawings. In no case shall the spacing exceed the maxintwi reconaerded 2. Sprinkler irrigation system shall be connected to water supply points permitted in the initial backfill. by the a�xr .ict-turer. CITY OF RANCHO CUCAMONGA of connection as indicated on the drawings. 3. Flooding of trenches will be permitted only with approval of the J. Valve Boxes: 3. Connections shall be made at a?proximate locations as shown on Architect. 1. All buried valves and ec;uipm.cnt shall be installed with a proper box. VICTORIA VINEYARDS NORTH drawings. Contractor is responsible for minor changes caused by actual site conditions. 4. If settlement occurs and subsequent adjustments in pipe, valves, 2. Fill area under box with a minimum of 3 cubic feet of pea gravel TRAILS - TRACT 13440 sprinkler heads, lawn or planting, or other construction are before box is installed. necessary, the Contractor shall make all required adjustments without cost to the 0., er. IRRIGATION SPECIFICATIONS PREPARED BY: PREPARED FOR: c own cmr�1E1Y0i vow , R.C.E. Nes. 22397 D[slpN AEGOMMENDtO MORSE CONSULTING GROUP MORSE CONSULTING CROUP LYON A.1.C. WVNA � C e VoU *LAN tSCAP[ARG OTEC n9Z PLANNING •ENGINEERING•LANDSCAPE ARCHITECT URE W^� s•^�- ..ns.c wwu"n•is OaAWN ■nt m•r»nu rw.o�uct •Ht[T 4860 IRVINE BOULEVARD. SUITE#201 �-- JOB # 240-48 IRVINE,CALIFORNIA 92714.1299 �fiE WILLIAM LYON m l A.I.C. sP--2D,---1° - (714) 7347117 (�� CHECKtD oRwwiNo Nom. A.I.C. ASSOCIATED IRRIGATION CONSULTANTS (213) 477-65258540 ARCHIBALD SUITE 8 A.I.C. �1-1�1•�1 RANCHO CUCAMONGA, CALIFORNIA 91730 64- L _ LANDSCAPE SPECIFICATIONS PLANTING LEGEND: 1. THE FOLLOWING ARE MINIMUM REQUIREMENTS AND SHALL GOVERN EXCEPT 12. ALL TREES SHALL BE PLANTED A MINIMUM OF T-0" FROM WALLS, BUILDINGS, TREES. AS EXCEEDED BY REQUIREMENTS OF OTHER CONTRACT DOCUMENTS AND/OR WALLS, AND GROUND COVER BEDS WHERE POSSIBLE. TREES TO BE PLANTED BUILDING LAWS. IN SMALL AREAS SMALL BE CENTERED IN PLANTING AREA. SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITY 2. THE WORK OF THIS SECTION SHALL INCLUDE THE FURNISHING OF ALL LABOR, 13. ALL TREES SHALL EQUAL OR SURPASS "VALLEY CREST" STANDARDS FOR SIZE ' MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE AND QUALITY. • EN EUCALYPTUS NICHOLII NICHOL'S WILLOW-LEAFED 15 GAL. 25 SLI LANDSCAPE WORK AS SHOWN ON THE DRAWINGS, AND AS If SPECIFIED. PEPPERMINT 14. ALL SHRUBS AND GROUND COVER SHALL EQUAL OR SURPASS "HINES NURSERY" 1 `� 3. ALL SCALED DIMENSIONS ON DRAWINGS ARE APPROXIMATE. BEFORE STANDARDS FOR SIZE AND QUALITY. O — ES EUCALYPTUS SIDEROXYLON RED IRON BARK 15 GAL. 14 PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK - - -� t . . AND VERIFY ALL DIMENSIONS ON THE SITE AND DISCREPANCY BETWEEN THE 15. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY DRAWINGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. CONTRACTOR PRIOR TO INSTALLATION. �-• LI LAG£RSTROEMIA INDICA CRAPE MYRTLE 15 GAL. DARK PINK AS 21 * GUY k1IIQ�5 4. AREA TO BE LANDSCAPED IS TO BE GRADED, BY OTHERS, TO WITHIN .10 FOOT 16. ALL SHRUB PLANTING AREAS SHALL INTERSECT HARDSCAPE AREAS AT 900 NOTED ON PLAN - To is No Gi�� OF FINISHED GRADE. IF AN AREA TO BE LANDSCAPED IS NOT ACCEPTABLE TYPICAL UNLESS SPECIFICALLY CALLED OUT. N 'S cF /-Cw C1r�cu L,4mo1y TO THE LANDSCAPE CONTRACTOR, HE SHALL NOTIFY IN WRITING, BOTH THE — LS LIQUIDAMBAR STYRACIFLUA SWEET GUM 15 GAL. FALL COLOR 10 ATI-F GENERAL CONTRACTOR AND THE LANDSCAPE ARCHITECT'. 17. CONCRETE MOW STRIP FOR ALL SHRUB PLANTING AREAS SHALL BE CONSTRUCTED IN A CURVILINEAR MANNER WITH A MIN. RADIUS OF 3' TY P. F Lott �'C.I; 5. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH AND EVEN CONDITION, 0 — PE PINUS ELDARICA MONDELL PINE 15 GAL. 30 Poef9LL HIX MAKING SURE THAT NO WATER POCKETS OR IRREGULARITIES REMAIN. REMOVE 18. ALL VINES SHALL BE REMOVED FROM THEIR STAKES AND TRAINED ON WALL AND DISPOSE OF ALL FOREIGN MATERIALS, DIRT CLODS, AND ROCKS OVER OR FENCE PER DETAIL. ` ONE INCH IN DIAMETER WITHIN SIX INCHES OF THE SURFACE SO THAT, AFTER X 19Loel% ITER Cr ffGnT6-611CL_ CONDITIONING AND PLANTING, THE GRADE IS ONE INCH BELOW WALKS, SLOPED 19. ALL STREET TREES SHALL BE ADJUSTED TO FIT WITH FINAL STREET LIGHT AND SHRUBS : TO DRAIN AWAY FROM WALKS. DRIVEWAY LOCATIONS. * AU,-Tgr--}15 IN IIW-AKA5TO W SYMBOL KEY BOTANICAL NAME COMMON NAME SIZE & SPACING REMARKS QUANTITY If\I5 fQU.I✓17 Inl�i� C� L,l.l� U5 6. FINE GRADING: SURFACE SOIL IN LANDSCAPED AREAS SHALL BE RAKEDSMO ------ 24" BOX AND LARGER BE ROTH. ALL EMOVED TO OCKY A MINIMUMERIAL OF SIXIINCH DEPTH EXCESS OF ONE INCH IN DIAMETER SHOULD . . . AA AGAPANTHUS AFRICANUS LILY OF THE NILE 1 GAL. @ 18" O/C BLUE FLOWERS 135 20. MAINTENANCE SHALL BEGIN WHEN THE OWNER OR HIS ' , 7. SOILS PREPARATION: THE FOLLOWING RECOMMENDATIONS ARE FOR BID REPRESENTATIVE HAS ACCEPTED INSTALLATION OF THE WORK. MAINTENANCE -J COMPARISON PURPOSES ONLY. FINAL SOIL AMENDMENTS AND FERTILIZER SHALL CONTINUE FOR A PERIOD OF (180) ONE HUNDRED AND EIGHTY DAYS _l. AG ABELIA GRANDIFLORA EDWARD GOUCHER ABELIA 1 GAL. @ T O/C PINK FLOWER 302 FOR ALL PLANTING AREAS SHALL BE AS RECOMMENDED IN THE LAT''ST SGILS AND SHALL TERMINATE UPON ACCEPTANCE BY THE CITY OF RANCHO REPORT. CUCAMONGA. MAINTENANCE SHALL INCLUDE MOWING, WEEDING, IRRIGATION, TO THE EXTENT FEASIBLE ALL AREAS TO BE LANDSCAPED SHOULD BE PRUNING, RAISING TREE ROOT BALLS WHICH SETTLE BELOW GRADE, FERTILIZING CROSSRIPPED OR OTHERWISE TILLED TO A DEPTH OF 9 - 12 INCHES. NO AND APPLYING SUCH SPRAYS AS ARE NECESSARY FOR PROPER CARE AND _ fwl!9f 01"I✓ CROSSRIPPING SHALL BE UNDERTAKEN IN SLOPE AREAS OF 3:1 OR GREATER. UPKEEP. HS HEMEROCALLIS SPP DAYLILY 1 GAL. @ 12" 0/C YELLOW FLOWERS 506 'SI IN ADDITION, ALL ROCKY MATERIAL IN EXCESS OF 1 INCH IN DIAMETER SHOULD N - BE REMOVED TO A MINIMUM 6 INCH DEPTH. FINAL APPROVAL AND ACCEPTANCE OF WORK .WILL BE GIVEN AT THE END OF � • - v�p THE (180) ONE HUNDRED AND EIGHTY DAYS MAINTENANCE PERIOD ONLY WHEN * h100D.__ - ! FOR TURF AND GROUNDCOVER PLANTING THE FOLLOWING AMENDMENTS 100 PERCENT GERMINATION AND PLANT ESTABLISHMENT IS OBTAINED. o HG HETEROPTERYS, GLABRA RED WING 5 GAL. @ T O/C YELLOW FLOWERS 15 Oo°°°°°°° °°o Q, �. SHOULD BE UNIFORMLY BROADCAST AND THOROUGHLY INCORPORATED TO CITY OF R.C. RESERVES THE OPTION TO EXTEND THE MAINTENANCE 1 A 4 - 6 INCH DEPTH BY.. MEANS OF ROTOTILLER OR EQUAL: AMOUNT PER 1.000 S.F. PERIOD BEYOND THE (180) ONE HUNDRED AND EIGHTY DAYS SPECIFIED IF IT x 4 CU. YDS. NITROGEN STABILIZED ORGANIC AMENDMENT DERIVED IS DETERMINED THAT FURTHER MAINTENANCE IS REQUIRED TO PROVIDEL......... MP MYOPORUM PARVIFOLIUM MYOPORUM 1 GAL. @ 5' O/C PINK FLOWERS 106 FROM REDWOOD, FIR OR CEDAR SAWDUST COVERAGE REQUIRED. 15 LBS. 12-12-12 COMMERCIAL FERTILIZER PF PHOTINIA FRASERI PHOTINIA 5 GAL. @ T O/C 55 THE PLANTING PITS FOR CONTAINER GROWN TREES AND SHRUBS SHALL BE 21. 15 GALLON TREES AND LARGER SHALL BE GUARANTEED FOR A PERIOD OF .EXCAVATED TWICE THE DIAMETER AND ONE AND ONE-HALF TIMES THE DEPTH ONE YEAR; TREES, SHRUBS AND VINES LESS THAN 15 GALLON, FOR A PERIOD OF THE ROOT BALL. ONSITE ROCK FREE SOILS SHOULD BE USED WITHOUT OF SIX MONTHS; GROUND COVER, TO THE COMPLETION OF MAINTENANCE. PV PITTOSPORVM TOBIRA VARIEGATED PITTOSPORUM 5 GAL. @ T O/C 115 AMENDING FOR BACKFILL TO THE DEPTH OF THE ROOTBALL. THE BACKFILL GUARANTEE PERIOD FOR CONTAINER MATERIAL SHALL BEGIN AT COMPLETION VARIEGATA MIX MIX FOR USE AROUND THE ROOT BALL SHOULD CONSIST OF THE FOLLOWING OF MAINTENANCE PERIOD. s . FORMULA: RP RAPHIOLEPIS "PINKIE" INDIA HAWTHORN 1 GAL. @ 3' O/C PINK FLOWERS 264 2 X b°.I`'rI�TER of n �I- 6 PARTS BY VOLUME ONSITE SCREENED SOIL 4 PARTS BY VOLUME NITROGEN STABILIZED ORGANIC AMENDMENT RO ROSMARINUS'OFFICINALIS DWARF ROSEMARY 1 GAL @ 4' O/C 283 1 LB. 12-12-12 COMMERCIAL FERTILIZER PER CU. YD.-OF MIX 22. TURF HYDROSEED MIX: iIr ALL T90�g IN ?U� �' TO v� 2 LBS. IRON SULFATE PER CU. YD. OF MIX SEED: 90 % FALCON FESCUE "PROSTRATUS" IN�f'�►Ii W/ D� /UA `�� . 10 % MERIT KENTUCKY BLUE THE POSTPLANT MAINTENANCE SHALL CONSIST PRIMARILY OF A NITROGEN AT APPLICATION RATE 12 LBS. PER 1,000 SQ FT. ONLY FERTILIZER PROGRAM. BEGINNING APPROXIMATELY 30 DAYS ' AFTER CELLULOSE FIBER MULCH 1,500 LBS. PER ACRE VR VERBENA RIGIDA ST. PAUL PINK 1 GAL @ 3' O/C BRIGHT PINK FLOWERS 65 PLANTING AMMONIUM SULFATE SHOULD BE APPLIED AT THE RATE OF 5 LBS M BINDER SOILS STABILENT 60 GALLONS PER ACRE. 15 GAL. TREE B PER 1000 SQ. FT. ON A MONTHLY BASIS. WHEN PLANTS HAVE BECOME WELL 150 LBS./ACRE GROWPOWER HI-NITROGEN 14-4-9 ESTABLISHED, THE FREQUENCY OF FERTILIZER APPLICATIONS CAN BE XCC XYLOSMA CONGESTUM XYLOSMA 1 GAL @ 3' O/C 345 DECREASED. "COMPACTA" 23. GROUNDCOVER HYDROSEED MIX: 8. HYDROSEEDING EQUIPMENT SEED: LBS/AC. PURITY GERMINATION USE ONLY EQUIPMENT WHICH HAS A BUILT-IN AGITATION SYSTEM AND WITH GA'LANIA SPLENDENS 12 70 % 85 °oGAILLARDIA PULCHELLA 3 85 % 75 % VINES: - ` AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND ALYSSUM 'CARPET OF SNOW' 2 95 % 80 % HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 KILOS (44 O'CONNORS LEGUME 1 98 % 85 % SYMBOL KEY BOTANICAL NAME COMMON NAME' SIZE REMARKS QUANTITY LBS.) OF ORGANIC MULCHING AMENDMENT, PLUS FERTILIZER ADDITIVES AND CELLULOSE FIBER MULCH 1,.500 LBS. PER ACRE ' O SOLIDS FOR EACH 100 GALLONS OF WATER. M BINDER SOILS STABILENT,-60 GALLONS PER ACRE. ~� 9. HYDROSEEDING 150 LBS /ACRE GRO-POWER HI-NITROGEN 14-4-9 ♦ FP' FICUS PUMILA CREEPING FIG 5 GAL. REMOVE'FROM STAKE ac 37 FASTEN TO WALL A. APPLY MULCH,TOTAL SPECIFIED QUANTITY OF SEED, FERTILIZER, AND FIBER GROUNDCOVEf� L H. BEGIN HYDROSEEDING IMMEDIATELY THAT SOILS HAVE BEEN PREPARED 24. LOCATIONS OF ALL SURFACE MOUNTED EQUIPMENT SUCH AS BACKFLOW AND WATERED AS SPECIFIED. PREVENTOR AND CONTROLLER SHALL BE APPROVED IN THE FIELD BY SYMBOL BOTANICAL NAME COMMON NAME SIZE REMARKS QUANTITY -�- LANDSCAPE ARCHITECT AND SCREENED FROM VIEW WITH PLANT MATERIAL. C. MIX PROPORTIONS: PREPARE SLURRY MIXTURE AT THE SITE. MIX COMPONENTS TO5 PROVIDE THE APPLICATION RATES SPECIFIED IN NOTES �N t 22 & 23 APPLY SLURRY PER LATEST ACCEPTED STANDARD PRACTICE HYDROSEED MIX GROUNDCOVER -- SEE SPECIFICATIONS 19,900 S.F. AND AS APPROVED. 25. Any trees within 3 feet of walls, walks, .curbs or other potentially root-damaged. hardscape shall be installed with root control =I � 10. ALL INSPECTIONS WILL BE MADE BY THE LANDSCAPE ARCHITECT OR HIS containers. Prior to backfilling tree pits 'contractor shall have City '• , ;:� HYDROSEED MIX TURF -- SEE SPECIFICATIONS 1050 S.F. . REPRESENTATIVE. THE CONTRACTOR SHALL REQUEST INSPECTION AT LEAST inspect deep root container installation. HIx TWO WORKING DAYS (46 HOURS) IN ADVANCE OF THE TIME THE INSPECTION IS REQUIRED. NOTE: 2 x- ALL TREES SHALL BE STAKED OR GUYED AS REFERENCED AND DETAILED ON 26• All trees are to be located: ten feet from any light standard, power QUANTITIES LISTED ARE FOR BID COMPARISON PURPOSES. THE WORKING DRAWINGS ACCORDING TO THE FOLLOWING SCHEDULE. pole, or reinforced concrete box; five feet from any drive approach, CONTRACTOR IS RESPONSIBLE FOR HIS OWN TAKE-OFFS & 5 (SAL. TREESe SINGLE STAKED PER DETAIL. fire hydrant, or underground structure (e.g. , catch basins, vaults) ; and INSTALLING ALL PLANT MATERIAL INDICATED ON THE PLANS 15 GAL. TREES: DOUBLE STAKED PER DETAIL. three feet from any meter. IN THE CONFIGURATIONS SHOWN AND AT THE SPECIFIED 24" BOX OR LARGER TREE: GUYED PER DETAIL. SPACING .=7 O - - - O �, -GON , DATE APPROVED 0-0- CITY OF RANCHO CUCAMONGA VICTORIA VINEYARDS NORTH TRAILS '- TRACT 13440 XMPTH of 1 `j�°`I-I- ,,. - 5• N • • • • LANDSCAPE DETAILS, LEGEND & SPECIFICATION PREPARED FOR. GON ,�r G, WL�i PREPARED BY: APP OV20 WY G X I�V'� " 6TE1\ CfT`IpENDINQI� / ` A.C.t. NO. 22397 MORSE CONSULTING GROUP DEt�.N AEC.OMMENDEO • I�rMO E CONSULTING CROUP LYON P.T.B. �.�, �. , . A�. �U . PLANNING ENCINE£RING LANDSCAPE ARCH/TECTURE 0"d C ��:"�' VANE PLA SHRUBS @ WALK. E PA UL DE SAC F �- � DRAWNT.B. .�,� ,,.,,,�,,,. �.�..�, .NEtT 4860 IRVINE BOULEVARD, SUITE#201 JOB NO. 240-48 - IRVINE,CALIFORNIA 92714-1299 �� V�'I L L I A M LYONeo,,lwlealn,�tSR-30F 10 (714) 7347117 E crsac+c.a / ownwirvO Na. 8640 ARCHIA, CA :PORN A 91730 J.S. ' 11 & 4 RANCHO CUCAMONGA, I oar.